03. Approval of Plans & Specs and Authorization to Solicit Const Bids for the Inspiration Shuttle Exhibit and Education Building, CIP NO. 21-18 — Downey City Council, October 28, 2025 (part 2 of 3)

METAL DECK WITH

INTERCORP/STRONG
POINT #12 HEX HEAD
SCREWS @ 12" O.C.

CONT. BENT CLOSURE

PLATE PER PEMB
DRAWINGS.

CURB. REFER

TO VIEW 'A'

ROOF AND ROOF

STRUCTURE PER
PEMB DRAWINGS.

ROOF ACCESS LADDER

RETRACTABLE SAFETY POST

LOCK STRICK & PADLOCK HASP

FRAME W/ CAP FLASHING
SHT. METAL CURB.

PREFINISHED TO
MATCH ROOF PANELS.

REFER TO VIEW "A"
SHT. METAL CRICKET

IN CURB, PREFINISHED

TO MATCH ROOF
PANELS. REFER TO
VIEW "A"

STRUCTURAL FRAMING
AROUND OPENING. REFER TO
PEMB DRAWINGS.5'-0" MAX"M WASHER"

SUPPORT PLATE
4'-0"

TYPICAL SECTION PERPENDICULAR TO SEAMSTYPICAL SECTION PARALLEL TO SEAMS

SELF-DRILLING FASTENER

STANDING SEAM
CLAMP (S-5 B.O.D.)

SELF-DRILLING FASTENER
PLANK

SUPPORT PLATE

M WASHER
PLANK

CENTERLINE OF

SEAM OF STANDING

SEAM METAL ROOF

TYPICAL PLAN

SEAM OF STANDING

SEAM METAL ROOF
U.N.O.

EQ2'-0" MIN.

U.N.O.

EQ
NOTE:

ALL ROOF WALKWAY SYSTEM COMPONENTS

SHOWN ARE FOR REFERENCE ONLY TO

DEMONSTRATE MINIMUM CODE

REQUIREMENTS AND GENERAL DESIGN
INTENT. THE FINAL DESIGN AND ANALYSIS

SHALL BE SUBMITTED TO THE CITY AS A
DEFERRED SUBMITTAL. CITY APPROVAL IS

REQUIRED PRIOR TO FABRICATION AND
INSTALLATION.
•
•
•
•
•

SYSTEM BASIS OF DESIGN IS R&S
MANUFACTURING AND SALES RW24-SS-40-P
(WHITE) ROOF WALKWAYS.
(DEFERRED APPROVAL)
INSTALLATION NOTES:

ATTACHED PLANKS ON SUPPORT PLATES
USING 3" SELF-DRILLING SCREWS AND "M"

WASHERS

GRATINGS SHOULD BE BUTTED END TO
END OVER SUPPORTS AND SPLICE PLATES.

INSTALL S-5 BLOCKS OVER SEAMS.

CONSULT ROOF MANUFACTURER FOR

SPECIFIC INSTRUCTIONS AND WARRANTY
INFORMATION.

ROOFWALK PLANS AND SUPPORTS
WEIGHT APPROXIMATELY 13 LBS/FT.

ROOF ACCESS

PLATFORM
PER MFR.

ROOF ACCESS LADDER.

WALL PER PLAN.

GUARDRAIL
PER MFR.CLEAR6" MIN.CLEAR6" MIN.4'-0"INTERIOR FACE OF WALL WHERE OCCURS PER PLAN.

WHERE WALL DOES NOT OCCUR:

EXTERIOR FACE OF GUARDRAIL.

WALL WHERE
OCCURS PER PLAN.
2'-6" CLEAR
3'-4"
STEEL BAR CAGE.

SEE 09/A8.22
02 - FLOOR
15'-0"
E02
A7.21 D.9

ROOF ACCESS LADDER

PER MFR

ROOF ACCESS

PLATFORM PER MFR

GUARDRAIL PER MFR

ROOF ACCESS LADDER

WITH CAGE ABOVE

ROOF HATCH

FIXED RAILING SYSTEM

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com
5301 California Avenue,
Suite 100
Irvine, California 92617
SubmittalDateThis document and all other project documents, ideas, aesthetics and designs incorporated
therein are instruments of service. All project
documents are copyright protected, are the
property of LPA, Inc. (LPA) and cannot be lawfully
used in whole or in part for any project or purpose
except as set forth in the contractual agreement
between LPA and its Client. The unauthorized
disclosure and/or use of the project documents
(including the creation of derivative works), may
give rise to liability for copyright infringement,
unlawful disclosure, use or misappropriation of
property rights held by LPA. The unauthorized
use of the project documents will give rise to the
recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.95% CONSTRUCTION DOCS 08/01/2025
As indicatedCOLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

ROOF ACCESS

DETAILS
A8.22
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDING 1/4" = 1'-0"01ROOF ACCESS ELEVATION - NORTH
3/4" = 1'-0"09CAGE LADDER ELEVATION 1 1/2" = 1'-0"13ROOF ACCESS LADDER 1 1/2" = 1'-0"14ROOF ACCESS LADDER - UPPER
1 1/2" = 1'-0"21ROOF ACCESS LADDER PLAN -

INTERIOR
1 1/2" = 1'-0"03ROOF HATCH CURB 1" = 1'-0"15BATTEN METAL ROOF WALKWAY 1" = 1'-0"22ROOF ACCESS LADDER PLAN AT

PLATFORM LEVEL- INTERIOR
1/4" = 1'-0"05ROOF ACCESS ELEVATION - WEST

CONCRETE CURB

SEE LANDSCAPE DWG

FOR GROUND OR

PAVING CONDITION
0' - 0"
01 - FIRST FLOOR
6" MIN AT LANDSCAPE2" MIN AT PAVING0'-6"W2

BACKER ROD AND

SEALANT

BLOCKING AS REQ
5/8" TYPE "X" GYP BD

EXTERIORINTERIOR
TYP0'-2"CONCRETE CURB

SEE LANDSCAPE DWG

FOR GROUND OR

PAVING CONDITION
0' - 0"
01 - FIRST FLOOR

INTERIOR EXTERIOR
W1
6" MIN AT LANDSCAPE2" MIN AT PAVING5/8" TYPE "X" GYP BD,

WHERE OCCURS
0'-6"TYP0'-2"INTERIOR

EXTERIOR

SASM, HIGH TEMP,
TYP
W2 3/8" REVEAL

BLOCKING AS REQ
5/8" TYPE "X" GYP BD

SHEAR WALL PER

STRUCTURAL DWGS

SHEET METAL

CORNER WRAP

FIELD MITER
PANELS

HSS COLUMN

PER PEMB MFR

HSS COLUMN PER PEMB MFR

INTERIOREXTERIOR

EXTERIOR
GRID
GRID
W1

FILL VOIDS WITH

COMPRESSIBLE FOAM CLOSURE

RUBBER JOINT GASKET

FILL VOIDS WITH COMPRESSIBLE

FOAM CLOSURE

RUBBER JOINT GASKETREVEAL
0'-0 1/2"W1INTERIOR

EXTERIOR

STEEL COLUMN PER PEMB MFR
GRID
GRID
BACKER ROD AND SEALANT.

DEPTH OF SEALANT TO
MATCH REVEAL DEPTH.

COMPRESSIBLE

FOAM CLOSURE

CORNER TRIM
W1

GRID GRID
GRID
EXTERIORINTERIOR R1AW1

METAL PANEL CEILING

PER SPECS

INTERIOR CEILING

ASSEMBLY

COMPRESSIBLE FOAM
TRAPAZOIDAL STANDING SEAM ROOFR1B

BRACING PER PEMB

STRUCTURE WHERE
OCCURS

INTERIOREXTERIOR
GRID
SLOPE
R1AW1

METAL PANEL

CEILING PER SPECS

INTERIOR CEILING

ASSEMBLY

COMPRESSIBLE
FOAM

TRAPAZOIDAL STANDING

SEAM ROOF
R1BINTERIOREXTERIOR
GRIDR2A
SLOPE
W2R2B12

METAL PANEL CEILING

PER SPECS

LINE OF SUSPENDED CEILING

AND INTERIOR WALL FINISH

OCCURS BELOW

SHEAR WALL PER STRUCTURAL DWGS

INTERIOREXTERIOR
W2

SHEET METAL CORNER WRAP
5/8" TYPE "X" GYP BD

BLOCKING AS REQ

SASM, HIGH TEMP, TYP

FIELD MITER PANELS

HSS COLUMN

PER PEMB MFR
W1
5/8" TYPE "X" GYP BD,

WHERE OCCURS
GRID
3/8" REVEALSTRUCTURE PER PEMB

MANUFACTURER

INSULATED METAL PANEL

PER PEMB MANUFACTURER

INTERIOR EXTERIOR

FILL VOIDS WITH COMPRESSIBLE

FOAM CLOSURE

RUBBER JOINT GASKETREVEAL
0'-0 1/2"W1INTERIOR

EXTERIOR

STEEL COLUMN PER

PEMB MFR
GRID
GRID

INSULATED METAL

PANEL PER MFR

STEEL BEAM PER

PEMB MFR

FASTENER PER MFR
2 PIECE FLASHING WITH
1/2" HEMMED EDGE

SEALANT

FILL VOID WITH FIP

INSULATION

SECTIONELEVATION

STEEL BEAM

PENETRATION
2 PIECE FLASHING
WITH 1/2" HEMMED
EDGE

FASTENER PER MFR

SILICONE SEALANT

AROUND PENETRATION

LINE OF CEILING

SILICONE SEALANT

AT PANEL JOINTS

INSULATED METAL

PANEL JOINT

STEEL BEAM PER

PEMB MFR

STRUCTURE PER

PEMB MFR

EXTERIORINTERIOR

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202230% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 3" = 1'-0"COLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

INSULATED METAL

PANEL DETAILS
A8.31
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDING 3" = 1'-0"01STEM INSULATED METAL PANEL CURB - W2
3" = 1'-0"02EXHIBIT HALL INSULATED METAL
PANEL CURB - W1
3" = 1'-0"
A8.31 07STEM IMP CORNER - W2
3" = 1'-0"
A8.3117ANGLED WALL PLAN 3" = 1'-0"13COLUMN AT IMP OUTSET GIRT - TYP
3" = 1'-0"
A8.31 05EXHIBIT HALL INSULATED METAL PANEL CORNER - W1
3" = 1'-0"04EXHIBIT BUILDING EXTERIOR WALL TO ROOF CANOPY 3" = 1'-0" A8.31 12EXTERIOR WALL TO ROOF CANOPY PERPENDICULAR 3" = 1'-0" A8.3120EXTERIOR WALL TO CANOPY STEM
3" = 1'-0"
A8.31 06STEM IMP CORNER - W2
3" = 1'-0"
A8.31 03HORIZONTAL JOINT DETAIL
3" = 1'-0"14COLUMN AT IMP INSET GIRT - TYP
3" = 1'-0"11BEAM PENETRATION DETAIL

ALIGNSTEEL PLATE WELDED TO

TUBE STEEL BEAM

TUBE STEEL BEAM PER PRE

ENGINEERED METAL

BUILDING MFR
W1
22 GA SHEET METAL DRIP WITH
1/2" HEMMED EDGE, PREFINISHED

TO MATCH ADJACENT FRAME, TYP
GA1

EXTERIOR INTERIOR

SASM, HIGH TEMP, TYP

SECTION AT

CONNECTION
1"

INTERMEDIATE

SECTION

TUBE STEEL COLUMN
BEYOND

VERTICAL CURTAIN WALL

MULLION BEYOND

STEEL PLATE WELDED TO

TUBE STEEL BEAM

PROVIDED BY PRE

ENGINEERED METAL

BUILDING MFR

TUBE STEEL BEAM PER

PRE ENGINEERED

METAL BUILDING MFR
GA1W1

INTERIOR

EXTERIOR
wewrwerGA1

HARDSCAPE PER

LANDSCAPE

CAULKING

EXPANSION

MATERIAL AND

SEALANT

STRUCTURAL SLAB
0'-0 3/8"
GA1
0' - 0"
01 FLOOR

CURTAIN WALL MULLION BEYOND
1'-6"

CORNER CURTAIN WALL MULLION

CURTAIN WALL MULLION

HSS TUBE STEEL COLUMN PER PRE

ENGINEERED METAL BUILDING MFR

SEALANT AND BACKER ROD
1" INSULATED GLASS
1'-6"GA1

INTERIOR

EXTERIOR
GA1
W1
0'-1"

HSS TUBE STEEL COLUMN PER PRE

ENGINEERED METAL BUILDING MFR
ALIG
N

INTERIOREXTERIOR

SASM, HIGH TEMP, TYP
1" INSULATED LOW-E GLASS

VERTICAL CURTAIN

WALL MULLION

CURTAIN WALL MULLION BEYOND
1"CURTAIN WALL MULLION
BEYOND

TUBE STEEL

COLUMN BY PRE

ENGINEERED METAL

BUILDING

MANUFACTURER
PLAN DETAILGA1 NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202230% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 3" = 1'-0"COLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

CURTAIN WALL

SYSTEM DETAILS
A8.32
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDING 3" = 1'-0"04CURTAINWALL HEADER AT IMP 3" = 1'-0"
A8.32 02TYP CURTAINWALL MULLION AT GIRT
3" = 1'-0"
A8.32 07CURTAINWALL JAMB AT IMP
3" = 1'-0"
A8.32 01TYP CURTAIN WALL AT SLAB
3" = 1'-0"
A8.32 12CURTAIN WALL OBLIQUE CORNER DETAIL
3" = 1'-0"
A8.32 10CURTAINWALL AT PARTIAL WALL 3" = 1'-0"
A8.32 06VERTICAL MULLION AT COLUMN

8 AW1INTERIOR

EXTERIOR

BLOCKING

PARTITION TYPE PER PLAN

STEEL COLUMN PER PEMB MFR
E
D.9

EXTERIOR
INTERIORW1
02 - FLOOR
15'-0"
9 GRID
W1

INTERIOR EXTERIOR

PREF-FINISHED

ALUMINUM COVER

PLATE PER MFR

EXPANSION ANCHOR

CONCRETE METAL

DECK PER PEMB MFR

REINFORCED VAPOR

BARRIER

CONTINUOUS SEALANT

FINISH FLOOR

PER PLAN
GRID

HSS COLUMN PER

PEMB MFR

PARTITION TYPES

PER PLAN
9 GRID

INTERIOR EXTERIOR
W1
02 - FLOOR
15'-0"
9 W1

INTERIOR EXTERIOR

MECHANICAL DUCT PER

MECHANICAL DWGS

COMPRESSIBLE FOAM

CLOSURE

BATT INSULATION

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.30% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 3" = 1'-0"COLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

WALL SYSTEMS

DETAILS
A8.33
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDING 3" = 1'-0"01RATED & NON-RATED EXTERIOR WALL - TYP - PLAN 3" = 1'-0"02RATED WALL TO EXTERIOR DOOR - PLAN
3" = 1'-0"09SECOND FLOOR AND INSULATED METAL PANEL WALL CONNECTION- W1 3" = 1'-0"03TYP INTERIOR RATED VS

NON-RATED INTERSECTION - PLAN
3" = 1'-0"20MECHANICAL SHAFT 3" = 1'-0"12MECHANICAL SHAFT AT EXTERIOR WALL - W1 3" = 1'-0"11MECHANICAL SHAFT AT EXTERIOR WALL - W1

OPERABLE GLASS WALL

WITH INSULATED GLASS
0'-1 3/8"0'-4"

PEMB BEYOND
SLOPE 2% MAX.

HARDSCAPE PER

LANDSCAPE DWGS

CAULKING

COMPRESSIBLE FILLER

STRUCTURAL SLAB

INTERIOR EXTERIOR
W1

INTERIOREXTERIOR

STRUCTURE PER

PEMB MANUFACTURER

MECHANICAL LOUVER

PER MECHANICAL

DRAWINGS

PEMB BEYOND

SASM, HIGH TEMP,
TYP
0'-2 1/2"

MECHANICAL LOUVER

PER MECHANICAL

DRAWINGS

EXTERIORINTERIOR
W1

STRUCTURE PER PEMB

MANUFACTURER
0'-1 1/2"
0'-2 1/2"

PEMB BEYOND

FIXED EXTRUDED DRAINABLE
LOUVER (INVISIBLE MULLION);

INDUSTRIAL LOUVER

INTERIOR

EXTERIOR
PEMB BEYONDW1FRAMING PER PEMB

MANUFACTURER

BACKER ROD

AND SEALANT

INTERIOR EXTERIOR
W2
22 GA SHEET METAL DRIP
WITH 1/2" HEMMED EDGE,

PREFINISHED TO MATCH

ADJACENT TRIM, TYP

DOOR PER SCHEDULE,
TYP

HSS PER STRUCTURAL
DWGS

BLOCKING AS REQ
0'-4"
0'-2 1/2"

INTERIOR

EXTERIOR
W25/8" TYPE "X" GYP BD,

WHERE OCCURS

SHIM AS REQALIGN

DOOR PER SCHEDULE, TYP

LINE OF JAMB BEYOND

DOOR AND HARDWARE PER SCHEDULE

ALUMINUM THRESHOLD PER
SCHEDULE; BEDDED IN SEALANT

TO ST/STL EDGE FLASHING
2 1/2" x 1 1/2" x DOOR WIDTH 24

GA ST/STL FLASHING BEDDED

IN SEALANT TO EDGE OF SLAB

TYP AT ALL DOOR

THRESHOLDS

HARDSCAPE PER LANDSCAPE

CAULKING

COMPRESSIBLE FILLER

STRUCTURAL SLAB

FINISH PER FINISH PLAN

EXTERIORINTERIOR
SLOPE 2% MAX.1/2" MAX1/2" MAX...1/4"1
2 1/2" MAXALIGNW1

INTERIOR EXTERIOR
0'-2 1/2"

STRUCTURE PER
PEMB

MANUFACTURER

DOOR PER

SCHEDULE, TYP

PEMB BEYOND
0'-1 1/2"
22 GA SHEET METAL
DRIP WITH 1/2"

HEMMED EDGE,

PREFINISHED TO

MATCH ADJACENT

TRIM, TYP

SASM, HIGH TEMP,
TYP
5/8" TYPE "X" GYP BD,

WHERE OCCURS

METAL CORNER

FLASHING

STRUCTURE PER
PEMB

MANUFACTURER
W1

INTERIOREXTERIOR
0'-2 1/2"

PEMB BEYOND
0'-1 1/2"
22 GA SHEET METAL
DRIP WITH 1/2"

HEMMED EDGE,

PREFINISHED TO

MATCH ADJACENT

TRIM, TYP
5/8" TYPE "X" GYP BD,

WHERE OCCURS
0'-2 1/2"0'-1"

INTERIOREXTERIOR

OPENING PER

ELEVATIONS
W1

PEMB BEYOND

STRUCTURE PER
PEMB

MANUFACTURER
0'-2 1/2"

SASM, HIGH TEMP,
TYP
5/8" TYPE "X" GYP

BD, WHERE
OCCURS
0'-2 1/2"0'-1"W1EXTERIOR

INTERIOR

PEMB BEYOND

SILL BEYOND
5/8" TYPE "X" GYP BD, WHERE
OCCURS

FRAMING PER PEMB

MANUFACTURER

INTERIOR

EXTERIOR
W15/8" TYPE "X" GYP BD, WHERE
OCCURS

FRAMING PER PEMB MANUFACTURER
ANCHOR PER 04/--

HM DOOR FRAME

INTERIOR

EXTERIOR

DOOR PER SCHEDULE, TYP

DOOR FRAME TO MATCH
FRAMING SYSTEM GA1INTERIOR EXTERIOR

DOOR FRAME TO MATCH

FRAMING SYSTEM
GA1

DOOR PER SCHEDULE,
TYP

STRUCTURE PER PEMB

MANUFACTURER

CURTAIN WALL BEYOND

STUD CAPFLOOR CLIPBOLT-IN-Z

TYP MULLION &

HEAD WELD
ABC
D
5 1/2"
1"
ANCHOR CLIP (16-GA)
W/ (2) #10 SHEET MTL

SCREWS AT EACH
LEG
5"1 1/2"2 1/4"

EMBEDMENT
OF 1/2" HILTI

KB-TZ PER ICC
ESR-1917 W/ 3"

MIN EDGE
DISTANCE 16 GA 'L'
5"

ANCHOR SPACING PER SPECS

SEE JAMB DETAILS FOR STUD

SIZES OVERLAP HM FRAME &
GYP BD, 1/2" MIN
3 ANCHORS PER JAMB AND 2 AT HEAD,
NOT TO EXCEED 24" OC PUNCH AND
DIMPLE FOR 3/8" BOLTS AND PROVIDE
'Z' SPACERS AT EACH BOLTS, SHIELDS,

SHIMS, ETC
NOTE: FOR ADD INSTALLATION

INFO, SEE SPECIFICATIONS
16 GA 'Z'
(1"x1 1/4"x1")
3/8" DIA HILTI KB-3
PER ICC ESR-1385

1. 2.

3. 4.

5. 6.

NOTES:

ALL HOLLOW MTL FRAME/JAMBS SHALL BE CUT FOR
STANDARD UNIT LOCK STRIKES 3/4" HIGH.

FRAME DIMENSIONS ARE FROM FINISH PAVING. FRAME
DIMENSIONS MAY VARY DUE TO FINISH MATERIALS.

SEE 'LABELS' ON DOOR SCHEDULE FOR REQ RATED
DOORS.

VERIFY ALL DOOR AND FRAME OPENING SIZES AND
WALL AND DOOR FRAME WIDTHS ON SITE.

PER CBC 715.4, APPROVED FIRE DOOR HDWR AND FIRE

DOOR FRAMES INCL THE ANCHORAGE THEREOF SHALL
BE INSTALLED IN ACCORDANCE WITH THEIR LISTING.

ADHERE TO UBC STANDARD 7-2 FOR INSTALLATION OF
DOOR FRAMES.
3" MIN
ADJ HAT SECTION (2) SPOT

WELDS PER END
NOTE: GROUT FRAME SOLID &
PROVIDE (3) ANCHOR STRAPS
PER JAMB.

ANCHOR AT CMU
& CONCRETE E
1/16TYP1/163 SIDES
1/16
1/163 SIDES
1/2" EXPANSION JOINT

THRESHOLD SET IN FULL

BED OF SEALANT
10"SLOPE

TOPPING SLAB PER

LANDSCAPE DRAWINGS
01 - FIRST FLOOR
0' - 0"

INTERIOR EXTERIOR

ALUMINUM DOOR WITH
TEMPERED 3/8" LAMINATED
GLASS
3" MIN

BACKER ROD AND SEALANT

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202230% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 As indicatedCOLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

OPENING DETAILS
A8.51
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDING 3" = 1'-0"05FOLDING WALL THRESHOLD 3" = 1'-0"17MECHANICAL LOUVER SILL - W1 3" = 1'-0"18MECHANICAL LOUVER HEADER -
W1
3" = 1'-0"19MECHANICAL LOUVER JAMB - W1
3" = 1'-0"06STEM BIFOLD DOOR HEADER - W2
3" = 1'-0"07STEM BIFOLD DOOR JAMB - SWING
- W2
3" = 1'-0"09EXTERIOR SILL DETAIL
3" = 1'-0"10EXHIBIT HALL DOOR HEADER - W1 3" = 1'-0"14STOREFRONT HEADER - W1 3" = 1'-0"13STOREFRONT SILL - W1
3" = 1'-0"15STOREFRONT JAMB - W1 3" = 1'-0"11EXHIBIT HALL DOOR JAMB - W1 3" = 1'-0"03ALUMINIUM DOOR JAMB - GA1 3" = 1'-0"02ALUMINIUM DOOR HEADER - GA1
12" = 1'-0"04TYPICAL HOLLOW METAL DOOR FRAME DETAILS
3" = 1'-0"01ALUMINUM EXT. DOOR

THRESHOLD

DOOR TRACK PER

SCHEDULE

SLAB DEPRESSION

EDGE OF SLAB

INSULATED METAL

PANEL BY PEMB

MANUFACTURER
BEYOND

OVERHEAD DOOR PER

SCHEDULE
0'-1 1/2"THRESHOLD
01 - FLOOR

CIVIL DRAWINGS

ELEVATION PER
1" / 20" MAX.

CHAIN

CLEARANCE FOR

PULLEY ABOVE
CARRIAGE ABOVEW1

TRACK PER DOOR

MANUFACTURER

STEEL TRACK

SUPPORTS PER

MANUFACTURER

RECOMMENDATIONS

DOOR PER SCHEDULE

HSS COLUMN BEYOND PER PEMB

MANUFACTURER

VERTICAL TRACK PER MANUFACTURER

HEAD PLATE

ADJUSTABLE BRACKET, TYP

STRUCTURE WITH HIGH PERFORMANCE

EXTERIOR FINISH PER PEMB

MANUFACTURER

DOOR PER SCHEDULE, TYP

JAMB BRACKETS PER MANUFACTURER

INTERIOREXTERIOR

SHEET METAL,

COLOR TO MATCH

COMPOSITE METAL
PANEL

BREAKAWAY

TRACK PER

MANUFACTURER

CABLE DRUM
GA1

STRUCTURE WITH

HIGH PERFORMANCE

EXTERIOR FINISH BY
PEMB

MANUFACTURER

STRUCTURE BY PEMB

MANUFACTURER
ABOVE

SHEET METAL,

COLOR TO MATCH

COMPOSITE METAL
PANEL

VERTICAL TRACK PER

MANUFACTURER

DOOR PER
SCHEDULE, TYP GA1STEEL TRACK

SUPPORTS PER

MANUFACTURER

RECOMMENDATIONS
1'-10"0'-3"1'-9"
W1

DOOR MOTOR REQUIREMENTS

PER MANUFACTURER

OVERHEAD DOOR

PER SCHEDULE
COILING DOOR COVER. PAINT

TO MATCH ADJACENT WALL

SHEET METAL,

COLOR TO MATCH

ADJACENT PANEL
FINISH

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202230% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 3" = 1'-0"COLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

OPENING DETAILS
A8.52
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDING 3" = 1'-0"09ROLLUP DOOR THRESHOLD TYP 3" = 1'-0"12STORAGE ROOM ROLLUP DOOR
JAMB
3" = 1'-0"01GLAZED OVERHEAD DOOR
3" = 1'-0"04GLAZED VERTICAL DOOR JAMB
3" = 1'-0"10OVERHEAD COILING DOOR HEADER

10 EXTERIOR

STRUCTURE WITH HIGH

PERFORMANCE EXTERIOR FINISH

BY PEMB MANUFACTURER

PULLEY BEYOND PER DOOR

MANUFACTURER

COUNTERWEIGHT AND TRACK

BEYOND PER DOOR

MANUFACTURER

MOTOR ROD PER DOOR

MANUFACTURER

INTERIOR

DOOR PER SCHEDULE
0'-1"

SHEET METAL, COLOR TO MATCH COMPOSITE

METAL PANEL AT JAMB

EXTERIOR CURTAIN WALL

PER ELEVATIONS
COMPOSITE METAL PANEL, TYP.

DOOR STEEL BRACING PER

MANUFACTURER
10 STRUCTURE WITH HIGH

PERFORMANCE

EXTERIOR FINISH BY

PEMB MANUFACTURER

COMPOSITE METAL
PANEL, TYP.

EXTERIOR

BACKER ROD AND

SEALANT AT SILL

DOOR COUNTERWEIGHT

PULLEY BY MANUFACTURER

MOUNTING PLATE

FASTENED TO STEEL

STRUCTURE

FLUSH MOUNT SAFETY

SENSOR BY MANUFACTURER

INTERIOR

BACKER ROD AND SEALANT

SURFACE MOUNTED

FIRE EXTINGUISHER

CABINET
4" MAX
GL
0'-1"

DOOR PER SCHEDULE

WATERPROOFING MEMBRANE

EXTERIOR CURTAIN

WALL PER ELEVATIONS
ALIGN0'-1"ALIGNSHEET METAL, COLOR TO

MATCH COMPOSITE METAL
PANEL

MOTOR BY

MANUFACTURER

MOTOR CONTROLLER

BY MANUFACTURER
2'-0"1'-8 1/4"
SLOPE 2%

EXTERIOR
GL

INTERIOR

SAFETY SENSOR BY

DOOR MANUFACTURER

COMPOSITE METAL
PANEL, TYP.

SHEET METAL, COLOR TO

MATCH COMPOSITE METAL
PANEL

STRUCTURAL SLAB

ALUMINUM THRESHOLD BY

DOOR MANUFACTURER

DOOR STEEL BRACING

PER MANUFACTURER

DOOR PER SCHEDULE

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202230% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 3" = 1'-0"COLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

OPENING DETAILS
A8.53
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDING 3" = 1'-0" A8.5315HANGAR DOOR HEAD
3" = 1'-0"
A8.53 01HANGAR DOOR PLAN DETAIL 3" = 1'-0"
A8.5313HANGAR DOOR THRESHOLD

BOTTOM OF STRUCTURE

CEILING SYSTEM, WHERE

OCCURS SEE REFLECTED

CEILING PLAN
(1) LAYER OF 5/8" TYPE "X"

GYP BD BOTH SIDES, UNO,

SEE FINISH PLANS AND

ELEVATIONS

METAL STUD FRAMING PER
NOTES

ACOUSTICAL INSULATION

WHERE OCCURS

LINE OF CONCRETE CURB

WHERE OCCURS

CONTINUOUS SEALANT , BOTH

SIDES, TOP AND BOTTOM

CONTINUOUS TRACK TO

MATCH STUD SIZE

BOTTOM OF STRUCTURE

CONTINUOUS SEALANT , BOTH
SIDES

CONTINUOUS TRACK TO

MATCH STUD SIZE

CEILING SYSTEM, WHERE

OCCURS SEE REFLECTED

CEILING PLAN
(1) LAYER OF 5/8" TYPE "X"

GYP BD BOTH SIDES, UNO,

SEE FINISH PLANS AND

ELEVATIONS

METAL STUD FRAMING PER
NOTES

ACOUSTICAL INSULATION
WHERE OCCURSUNO0'-6"TYPLINE OF CONCRETE CURB

WHERE OCCURS

BOTTOM OF STRUCTURE

CEILING SYSTEM, WHERE

OCCURS SEE REFLECTED

CEILING PLAN
(1) LAYER OF 5/8" TYPE "X"

GYP BD BOTH SIDES, UNO,

SEE FINISH PLANS AND

ELEVATIONS

METAL STUD FRAMING PER
NOTES

ACOUSTICAL INSULATION

WHERE OCCURS

LINE OF CONCRETE CURB

WHERE OCCURS

CONTINUOUS SEALANT , TOP

AND BOTTOM

CONTINUOUS TRACK TO

MATCH STUD SIZE

STRAP OR BRIDGING

BOTTOM OF STRUCTURE

CEILING SYSTEM, WHERE

OCCURS SEE REFLECTED

CEILING PLAN
(1) LAYER OF 5/8" TYPE "X"

GYP BD BOTH SIDES, UNO,

SEE FINISH PLANS AND

ELEVATIONS

METAL STUD FRAMING PER
NOTES

ACOUSTICAL INSULATION

WHERE OCCURS

LINE OF CONCRETE CURB

WHERE OCCURS

CONTINUOUS SEALANT

CONTINUOUS TRACK TO

MATCH STUD SIZE
STRAP OR BRIDGINGUNO0'-6"

BOTTOM OF STRUCTURE

CEILING SYSTEM, WHERE

OCCURS SEE REFLECTED

CEILING PLAN
(1) LAYER OF 5/8" TYPE "X"

GYP BD BOTH SIDES, UNO,

SEE FINISH PLANS AND

ELEVATIONS

METAL STUD FRAMING PER
NOTES

ACOUSTICAL INSULATION

WHERE OCCURS

LINE OF CONCRETE CURB

WHERE OCCURS

CONTINUOUS FIRE CAULKING,

BOTH SIDES, TOP AND
BOTTOM

CONTINUOUS TRACK TO

MATCH STUD SIZE

STRUCTURE

CEILING SYSTEM, WHERE

OCCURS SEE REFLECTED

CEILING PLAN
(1) LAYER OF 5/8" TYPE "X"

GYP BD , SEE FINISH PLANS

AND ELEVATIONS

CH METAL STUD FRAMING PER
NOTES

ACOUSTICAL INSULATION

WHERE OCCURS

LINE OF CONCRETE CURB

WHERE OCCURS

CONTINUOUS FIRE CAULKING ,

TOP AND BOTTOM

CONTINUOUS J TRACK TO

MATCH STUD SIZE
1" SHAFT WALL LINER ON

INACCESSIBLE SIDE OF

PARTITION

BOTTOM OF STRUCTURE
SHAFT
SIDE

SEE ASSEMBLY

NOTES BELOW

BOTTOM OF STRUCTURE

METAL STUD FRAMING PER
NOTES

LINE OF CONCRETE CURB

WHERE OCCURS

CONTINUOUS SEALANT , BOTH

SIDES, TOP AND BOTTOM

CONTINUOUS TRACK TO

MATCH STUD SIZE
R-19 BATT INSULATION
(1) LAYER OF 5/8" TYPE
"X" MOISTURE

RESISTANT GYP BD, SEE

FINISH PLANS AND

ELEVATIONS
(1) LAYER OF 5/8" TYPE
"X" GYP BD, SEE FINISH

PLANS AND ELEVATIONS

MECHANICAL ROOM

BOTTOM OF STRUCTURE

METAL STUD FRAMING PER
NOTES

LINE OF CONCRETE CURB

WHERE OCCURS

CONTINUOUS FIRE CAULKING,

BOTH SIDES, TOP AND
BOTTOM

CONTINUOUS TRACK TO

MATCH STUD SIZE

(1) LAYER OF 5/8" TYPE "X"

MOISTURE RESISTANT

GYP BD, SEE FINISH PLANS

AND ELEVATIONS
(1) LAYER OF 5/8" TYPE
"X" GYP BD, SEE FINISH

PLANS AND ELEVATIONS

MECHANICAL ROOM
R-19 BATT INSULATION

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202250% DESIGN DEVELOPMENT 12/02/2022100% DESIGN DEVELOPMENT 01/06/202330% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 3" = 1'-0"COLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

PARTITION TYPES
A9.01
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDINGSAPARTITION TYPE "SA"SBPARTITION TYPE "SB"SDPARTITION TYPE "SD"SEPARTITION TYPE "SE" SA Walls

WALL TYPE STUD SIZE
SA4
SA8
SB Walls

WALL TYPE STUD SIZE
SD Walls

WALL TYPE STUD SIZE
SD1
SD4 4" STUDS
SD6 6" STUDS
SD8 8" STUDS
SE Walls

WALL TYPE STUD SIZE
SE4 4" STUDS
SE8 8" STUDS
SNPARTITION TYPE "SN" (1HR)
SN Walls

WALL TYPE STUD SIZE
SN4 4" STUDS
SN8 8" STUDS
SSPARTITION TYPE "SS" (1HR PARTITION)
SS Walls

WALL TYPE STUD SIZE
SS6 5" CH STUDS
SJPARTITION TYPE "SJ"SKPARTITION TYPE "SK" (1 HR PARTITION) SJ Walls

WALL TYPE STUD SIZE
SJ6 6" STUDS
SK Walls

WALL TYPE STUD SIZE
SK6 6" STUDS

WALL TYPE PER FLOOR PLAN

EXTRUDED ALUMINUM DOOR
FRAME

DOOR PER DOOR SCHEDULE

ALUMINUM FRAME, BEYOND

FIXED PANEL
HANDLE
1/4" VISION GLAZING

EXTRUDED ALUMINUM FRAME

FLOOR FINISH PER FINISH PLANS

PRESSURE TREATED OR PLASTIC

SHIM AS REQUIRED

SEALANT AND BACKER ROD,

BOTH SIDES

FINISH FLOOR

SLIDING DOOR THRESHOLDFIXED PANELRECESSED TRACK

WALL TYPE PER FLOOR PLAN

EXTRUDED ALUMINUM DOOR
FRAME

DOOR PER DOOR SCHEDULE

ALUMINUM FRAME, BEYOND

BI PARTING SLIDING DOOR HEAD

FIXED PANELALUMINUM FRAME, FULL
TRIM PROFILE.

WALL, PER PARTITION PLAN

METAL STUD FRAMING, REFER

TO STRUCTURAL DETAILS

DOOR PER PLAN
U.O.N.
4"TYP.

ALUMINUM FRAME, FULL

TRIM PROFILE

LINE OF ADJACENT WALL
WHERE OCCURS.
5/8" GYPSUM BOARD

DOOR PER SCHEDULE

METAL STUD FRAMING

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202250% DESIGN DEVELOPMENT 12/02/2022100% DESIGN DEVELOPMENT 01/06/202330% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 3" = 1'-0"COLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

INTERIOR DOOR

DETAILS
A9.11
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDING 3" = 1'-0" A9.11 15INT SLIDING DOOR JAMB - ALUMINUM
3" = 1'-0"
A9.11 14ALUM FRAME SILL
3" = 1'-0"
A9.11 16BI PART SLIDING DOOR HEAD - ALUMINUM 3" = 1'-0"04INT DOOR HEAD 3" = 1'-0"03INT DOOR JAMB (HEAD SIM)

CONCRETE DECK
AT CONCRETE METAL DECK:

ATTACH WITH 1/4" DIA.

CONCRETE SCREWS WITH
2" MIN. EMBEDMENT PER
F/S0.01 AT METAL DECK:

ATTACH WITH #12 SHEET

METAL SCREWS
(2) #12 TEKS
(HEX HEAD)

SELF DRILLING

FASTENERS

COMPRESSION

STRUT, SEE
10/A9.30

METAL STUD

TRACK TO

MATCH STRUT

CEILING PANEL

CONTINUOUS BLOCKING
OR WITHIN 1/4" OF THE

LENGTH OF THE END

TEE, WHICHEVER IS
LEAST
7/8"3/4"
8" MAX OR WITHIN 1/4" OF

THE LENGTH OF THE END

TEE, WHICHEVER IS
LEAST.
2" BERC CLIP WITH
3/4" CLEARANCE
(ICC-ESR-1308)
MAIN "T" @ 48" OC
CROSS "T" @ 24" OC
12 GA HANGER WIRES AT
4'-0" OC EA WAY W/ (3)
TIGHT TURNS IN 3"

SECURE WIRES TO

STRUCTURE

ABOVE, REFER TO
12 GA HANGER WIRES AT
4'-0" OC EA. WAY W/ (3)
TIGHT TURNS IN 3"
AT METAL STUD WALL: #10
SMS, AT MASONRY WALL:
1/4" MASONRY SCREWS WITH
2-1/2" EMBED PER F/S0.01,
AT CONCRETE WALL:
1/4" CONCRETE SCREWS
WITH 2-1/2" EMBED PER
F/S1.O1
0'-8"MAX 14
A9.21
OR WITHIN 1/4" OF THE

LENGTH OF THE END

TEE, WHICHEVER IS
LEAST.
7/8"
12 GA HANGER WIRES AT
4'-0" OC EA WAY WITH (3)
TIGHT TURNS IN 3"
MAIN "T" @ 48" OC
CROSS "T" @ 24" OC

CEILING PANEL

METAL STUD BLOCKING

SECURE WIRES TO

STRUCTURE ABOVE,

REFER TO

ANGLE CLIP AT

TRANSITION
12 GA HANGER WIRES AT
4'-0" OC EA WAY W/ (3)
TIGHT TURNS IN 3"
2" BERC CLIP

ATTACHED TO

PERIMETER ANGLE
(ICC- ESR-1308)

SCREW TIGHTENED

THROUGH MAIN RUNNER

WEB RESTRICTING

SEPARATION FROM WALL

MOLDING
AT METAL STUD WALL: #10
SMS, AT MASONRY WALL:
1/4" MASONRY SCREWS
WITH 2-1/2" EMBED
XXX
X
XXX
X
0'-8"MAX
8" MAX OR WITHIN 1/4"

OF THE LENGTH OF

THE END TEE,
WHICHEVER IS LEAST.
12 GA VERTICAL HANGER WIRE
AT 4'-0" EA WAY WITH MIN 3
TIGHT TURNS IN 3" BOTH ENDS
OF WIRE, TYPICAL.

COMPRESSION STRUTS REQ

AT EA SET OF BRACING

WIRES, TYP ATTACH

COMPRESSION STRUT TO
MAIN RUNNER WITHIN 2" OF
CROSS RUNNER.
(4)-12 GA SPLAYED WIRES 90

DEGREES APART HORIZ WITH
MIN 4 TIGHT TURNS IN 1-1/2"
BOTH ENDS OF WIRE TYPICAL.

WIRES SHOULD BE TAUT

WITHOUT CAUSING THE

CEILING TO LIFT- NO SPLICES
PERMITTED.
45° MAX

VERT TYP
2" MAX. FROM BRACING

WIRES TO CROSS

RUNNERS

MAIN RUNNER
DXT-26
(DOWN)

CROSS RUNNER
DTX-218, 424
(DOWN)
COMPRESSION STRUTS: STEEL
SECTION WITH L/R RATIO OF 200
MAX. COMPRESSION STRUT

SHALL NOT REPLACE HANGER
WIRE. COMPRESSION STRUT NOT

REQUITED AT AREAS LESS THAN
1000 SF. REFER TO

1. 2.

NOTES:

FOR CONNECTIONS OF BRACING & HANGER WIRES TO THE

STRUCTURE ABOVE, REFER TO
FOR CONNECTIONS OF HANGER WIRES @ BARE MTL DECK,

REFER TO
XXX
X
XXX
X
XXX
X

CROSS RUNNER
DXT-218, 424
(DOWN)

AT STEEL BEAMS

SPLAYED SEISMIC BRACING
WIRE TEST FOR 440 LBS

VERT HANGER WIRE
TEST FOR 200 LBS
1"W x 2"L x 13 GA MIN

MTL CLIP

STRUCTURAL STL BEAM

POWER ACTUATED FASTENER,
PER GENERAL NOTES ON S0.01

CONC AND

MTL DECK PER
STRUCT

CONC AND MTL DECK

PER STRUCT
NOTE:

NO FASTENERS SHALL BE DRIVEN UNTIL CONC HAS
REACHED ITS FULL COMPRESSIVE STRENGTH.

AT STEEL DECK
XXX
X
XXX
X
5/8"

STRUCTURAL STL FRAMING
BEYOND
(2) #8 x 1/2" SELF TAPPING SMS
12 GA MIN STL STRAP, 3"W x 4"L,

BEND TO ALIGN WITH WIRE
CABLE BRACE (12 GA MIN)

MTL DECK PER

STRUCTURAL
VERT HANGER WIRE 12 GA MIN
(TEST FOR 200# MAX LOAD)
HANGER WIRE-TIE TO #3
REBAR WITH (3) WRAPS
AROUND REBAR AND (1)

WRAP AROUND WIRE
#3 x 12" REBAR
3/8" DIA (MIN) DRILL-IN

EXPANSION ANCHOR

STL STRAP
3"W x 4"L x 12 GA MIN

BEND TO ALIGN WITH WIRE

SPLAYED SEISMIC

BRACING WIRE SECURE
TO CLIP WITH (4 )TIGHT
TURNS IN 1-1/2"
HILTI "X-CC" CLG CLIP
ICC ESR-2184

1. 2.

3. 4.

NOTES:

NO FASTENERS SHALL BE DRIVEN UNTIL CONC HAS REACHED ITS FULL COMPRESSIVE STRENGTH.

SHOT IN ANCHORS NOT ALLOWED FOR BRACING WIRES.
1 OUT OF 10 HANGER WIRE/ANCHOR ASSEMBLIES SHALL BE FIELD TESTED FOR 200 LBS IN TENSION. 1 OUT OF 2 BRACING WIRE ASSEMBLIES SHALL BE FIELD TESTED FOR 400 LBS IN TENSION IN THE DIRECTION OF THE WIRE.

VERT HANGER WIRE

SECURE TO CLIP
WITH (3 )TIGHT
TURNS IN 1-1/2"
(B) VERTICAL HANGER WIRE CLIP

ATTACHMENT
(A) SPLAYED BRACING WIRE CLIP

ATTACHMENT
5/8" MAXMAX45.00
°

STRUCTURAL CONC

SHOT-IN ANCHOR
3/4" (MIN)

PENETRATION OR

DRILLED-IN ANCHOR

STRUCTURAL CONC
5/8" MAX3" EMBEDEDGE DIST
1-1/8" MIN
1"1 1/2"1 1/2" FURRING STRIPS
24" OC OR EQUAL

TECTUM DIRECT-ATTACH
PANEL
2-1/2" BATT

INSULATION

FASTENER PER MFR
GL
1/2"
#12 VERTICAL

HANGER WIRE

ARMSTRONG SJCG

SEISMIC EXPANSION

JOINT CLIP

FASTENERS TO

ALLOW LATERAL

MOVEMENT IN

SLOTTED TRACK

CROSS TEES

MAIN RUNNER

FOR SEISMIC CEILINGS
EXCEEDING 2,500 S.F.

PROVIDE SEISMIC
EXPANSION JOINT CLIPS.

SEE REFLECTED CEILING

PLAN FOR LOCATIONS
(a) SJCG CLIP
a
-

WALL PER PLAN

STEEL STRAP
3" WIDE x 4" LONG x 10 GA. MIN.
10 GA. HANGER WIRE WITH
MIN. 3 TIGHT TURNS IN 1 1/2"
AT SPLAYED WIRE MAX3/4"AT VERTICAL HANGER

WIRE WALL PER PLAN

STEEL STRAP
3" WIDE x 4" LONG x 10 GA.

MIN.
10 GA. HANGER WIRE WITH
MIN. 3 TIGHT TURNS IN 1 1/2"MAX3/4"NOTE:

1. AT METAL STUD WALLS,

PROVIDE BACKING AS
REQUIRED.

AT METAL STUD WALL: #10 S.M.S.

AT MASONRY WALL: 1/4" MASONRY
SCREWS WITH 2-1/2" EMBEDED
AT METAL STUD WALL: #10 S.M.S.

AT MASONRY WALL: 1/4" MASONRY
SCREWS WITH 2-1/2" EMBEDED
MIN OPNG 22"x30"

DOUBLE STUD FRAMING, TYP
HINGE

STEEL FRAME

KEYLOCK & PULL

J MOLDING TYP

PAINTED GYP BD

EQ EQ EQ EQ

LIGHT FIXTURE, TYP

TYPICAL ELECTRICAL/ FIRE

PROTECTION DEVICE

SPEAKER

MECHANICAL DIFFUSER
EQ EQ

1. 2.

3. 4.

5. NOTES:

CENTER DEVICE ON LIGHT FIXTURE OR MECHANICAL DIFFUSER

WHERE OCCURS IN CORRIDORS

IN ACT CEILINGS, CENTER DEVICES IN CEILING TILE, NO MORE THAN TWO DEVICES PER 2x4 TILE.

IN ACT CLGS, IF ONLY ONE DEVICE OCCURS, CENTER DEVICE IN TILE, BOTH DIRECTIONS.

WHERE MULTIPLE DEVICES OCCUR, CONSOLIDATE INTO ONE AREA

WHERE POSSIBLE

REFER TO LAY-IN CEILING REQUIREMENTS FOR DEVICE, SERVICE, AND LIGHTING SUPPORT AND ATTACHMENT.

CONDITION AT ACT CEILING

CONDITION AT GYP CEILING

FULL TILE

HALF TILE HALF TILE
EQ.EQ.FULL TILEEQEQNOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202250% DESIGN DEVELOPMENT 12/02/2022100% DESIGN DEVELOPMENT 01/06/202330% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 As indicatedCOLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

CEILING DETAILS
A9.21
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDING 3" = 1'-0" A9.21 05COMPRESSION STRUT @ DECK
3" = 1'-0"06OPP. WALL OF STARTER WALL
(FREE END)
3" = 1'-0"
A9.21 07PERIMETER STARTER WALL
12" = 1'-0"
A9.21 08SPLAY BRACING DETAIL 1 1/2" = 1'-0"
A9.2116WIRE CONNECTIONS TO STL BEAMS & STL DECK
3" = 1'-0"
A9.2114WIRE CONNECTION TO MTL DECK
6" = 1'-0"
A9.2115WIRE CONNECTION @ STL DECK WITH CONCRETE INFILL
3" = 1'-0"
A9.21 09TECTUM CEILING ATTACHMENT
12" = 1'-0"04CEILING SEISMIC EXPANSION
JOINTS
6" = 1'-0"03SEISMIC BRACING

CONNECTIONS TO WALL
1 1/2" = 1'-0"02HORIZONTAL ACCESS PANEL 1/2" = 1'-0"10TYPICAL DEVICE LAYOUT

PERIMETER STARTER WALLS,

GRID ATTACHED TO
(2) ADJACENT WALLS
BRACING ASSEMBLIES, TYP.
12 GA. HANGER WIRES AT 4'-0" O.C.

EACH WAY ALONG MAIN RUNNERS
12 GA. HANGER WIRES
AT 8" FROM ALL WALLS

AT ALL MAIN RUNNERS
& CROSS TEES

OPPOSITE FREE WALLS,

NO GRID ATTACHMENT-
3/4" MIN. CLEAR

FIXTURES, SUPPORT

PER AND

CROSS TEES
AT 24" O.C.

MAIN

RUNNERS
AT 48" O.C.

NOTES:

1. CLASSIFICATION OF CEILING GRID IS: HEAVY DUTY - REFER TO SPECIFICATIONS.

1. CEILING SYSTEM GENERAL NOTES

1.01 CEILING SYSTEM COMPONENTS SHALL COMPLY WITH ASTM C635 AND SECTION 5.1 OF ASTM E580.

1.02 THE CEILING GRID SYSTEM MUST BE RATED HEAVY DUTY AS DEFINED BY ASTM C635.

1.03 CEILING SYSTEMS. THE FOLLOWING CEILING SYSTEM(S) IS/ARE PART OF THE SCOPE OF THIS PROJECT:

MANUFACTURER: ARMSTRONG WORLD INDUSTRIES, INC.

PRODUCT NAME: ULTIMA HIGH NRC WITH SUPRAFINE XL GRID
EVALUATION REPORT TYPE AND NUMBER: ICC ESR-1308
MAIN RUNNER PART, MODEL, OR CATALOG NUMBER: 7501 HRC
CROSS RUNNER PART, MODEL, CATALOG NUMBER: XL7549 HRC

1.04 SEISMIC WALL CLIP:

MANUFACTURER’S MODEL: ARMSTRONG BERC-2

1.05 CEILING PANELS SHALL NOT SUPPORT ANY LUMINAIRES, 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.

CLEARANCE BETWEEN CEILING GRID RUNNERS/MEMBERS AND WALLS

SHALL COMPLY WITH THE DETAILS ON THESE DRAWINGS REGARDLESS OF CEILING TILE MATERIAL.

2. MATERIALS

2.01 CEILING WIRE SHALL BE CLASS 1 ZINC COATED (GALVANIZED) CARBON STEEL CONFORMING TO ASTM A641. WIRE SHALL BE #12 GAUGE (0.106”

DIAMETER) WITH SOFT TEMPER AND MINIMUM ULTIMATE 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, OR OTHER EQUIVALENT SHEET STEEL LISTED IN SECTION A3.1 OF THE NORTH

AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS, (AISI S100). MATERIAL 43 MIL (18 GAUGE) AND LIGHTER SHALL HAVE MINIMUM YIELD STRENGTH OF 33 KSI. MATERIAL 54 MIL (16 GAUGE) AND HEAVIER SHALL HAVE A MINIMUM YIELD STRENGTH OF 50KSI.

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 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 AND ASME B18.6.3.

PENETRATION OF SCREWS THROUGH JOINED MATERIAL SHALL NOT BE LESS THAN THREE EXPOSED THREADS.

4.02 EXPANSION ANCHORS SHALL BE: NOT USED

4.03 POWER-ACTUATED FASTENERS SHALL BE: NOT USED

4.04 IF NOT OTHERWISE SPECIFIED IN THE EVALUATION REPORT,

POWER-ACTUATED FASTENERS INSTALLED IN STEEL SHALL BE INSTALLED

SO THE ENTIRE POINTED END OF THE FASTENER IS DRIVEN THROUGH THE

STEEL MEMBER

4.05 POWER-ACTUATED FASTENERS IN CONCRETE OR MASONRY ARE NOT PERMITTED FOR BRACING WIRES.

4.06 CONCRETE REINFORCEMENT AND PRESTRESSING TENDONS SHALL BE

LOCATED BY NON-DESTRUCTIVE MEANS PRIOR TO INSTALLING POST INSTALLED ANCHORS.

4.07 WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3 USING E60XX SERIES ELECTRODES.

5. TESTING

5.01 ALL FIELD TESTING MUST BE PERFORMED IN THE PRESENCE OF THE PROJECT INSPECTOR.

5.02 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 POUNDS IN TENSION. ALL OTHER POST-INSTALLED ANCHORS IN

CONCRETE SHALL BE TESTED IN ACCORDANCE WITH CBC SECTION 1910A.5.

5.03 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. LUMINAIRES

6.01 ALL LUMINAIRES SHALL BE POSITIVELY ATTACHED TO THE CEILING

SUSPENSION SYSTEMS BY MECHANICAL MEANS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE LUMINAIRE. A MINIMUM OF TWO

SCREWS OR APPROVED FASTENERS ARE REQUIRED AT EACH LUMINAIRE, PER ASTM E580 SECTION 5.3.1.

6.02 SURFACE-MOUNTED LUMINAIRES 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 GAUGE. ROTATIONAL SPRING CATCHES DO NOT COMPLY. A #12

GAUGE SLACK SAFETY WIRE SHALL BE CONNECTED FROM EACH
CLAMPING DEVICE TO THE STRUCTURE ABOVE. PROVIDE ADDITIONAL SUPPORTS WHEN A LUMINAIRE IS 8 FEET OR LONGER OR EXCEEDS 56 POUNDS. MAXIMUM SPACING BETWEEN SUPPORTS SHALL NOT EXCEED 8 FEET.

6.03 LUMINAIRES WEIGHING LESS THAN OR EQUAL TO 10 POUNDS MAY BE

SUPPORTED DIRECTLY ON THE CEILING RUNNERS, SHALL HAVE A MINIMUM OF ONE #12 GAUGE SLACK SAFETY WIRE CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE.

6.04 LUMINAIRES WEIGHING GREATER THAN 10 POUNDS BUT LESS THAN OR EQUAL TO 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE CEILING RUNNERS, BUT THEY SHALL HAVE A MINIMUM OF TWO #12 GAUGE SLACK

SAFETY WIRES CONNECTED FROM THE FIXTURE HOUSING AT DIAGONAL CORNERS TO THE STRUCTURE ABOVE.

EXCEPTION: ALL LUMINAIRES GREATER THAN TWO BY FOUR FEET WEIGHING LESS THAN 56 POUNDS SHALL HAVE A #12 GAUGE SLACK SAFETY WIRE AT EACH CORNER.

6.05 ALL LUMINAIRES WEIGHING GREATER THAN 56 POUNDS SHALL BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR TAUT #12 GAUGE

HANGER WIRES (ONE AT EACH CORNER) ATTACHED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE OR OTHER APPROVED HANGERS.

THE FOUR TAUT #12 GAUGEWIRES OR OTHER APPROVED HANGERS,

INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE, SHALL BE CAPABLE OF SUPPORTING FOUR TIMES THE WEIGHT OF THE FIXTURE.

7. SERVICES WITHIN THE CEILING

7.01 ALL FLEXIBLE SPRINKLER HOSE FITTING MOUNTING BRACKETS, 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 POUNDS SHALL HAVE ONE #12 GAUGE SLACK

SAFETY WIRE ATTACHED FROM THE TERMINAL OR SERVICE TO THE STRUCTURE ABOVE.

7.03 FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES WEIGHING MORE THAN 20 POUNDS BUT LESS THAN OR EQUAL TO 56 POUNDS SHALL HAVE TWO #12 GAUGE SLACK SAFETY

WIRES (AT DIAGONAL CORNERS) CONNECTED FROM THE TERMINAL OR SERVICE TO THE STRUCTURE ABOVE.

7.04 FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES WEIGHING MORE THAN 56 POUNDS SHALL BE

SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY NOT LESS THAN FOUR TAUT #12 GAUGE 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 POUNDS SHALL HAVE A #12 GAUGE SLACK SAFETY WIRE ANCHORED TO THE STRUCTURE ABOVE. DEVICES WEIGHING MORE THAN 20 POUNDS SHALL BE SUPPORTED INDEPENDENTLY FROM THE
STRUCTURE ABOVE.

REQUIREMENTS FROM DSA IR 25-2 (REVISED 03/18/2022)
6'-0" MAX.12'-0" MAX. 6'-0" MAX.4'-0" MAX.8'-0" MAX. 4'-0" MAX.

CONT. ANGLE AT PERIMETER

ROOF OR FLOOR STRUCTURE
BRACE WIRE: SEE DETAIL
(2) 1/4"DIA. MACHINE BOLT

CROSS RUNNER

MAIN RUNNER

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.TYP0º
TO
45 ºDISTANCE, TYP.3/4" MIN. EDGE"L" (SEE NOTE 1 BELOW)CHANNEL TYPE COMPRESSION STRUT PER TABLE; CENTER

OVER CROSS RUNNER
1 1/2" MAX.

MAX.
4'-0" O.C.
3/4" MIN. TYP.1" MAX
A

1. NOTES:

DIMENSION "L" SHALL

NOT EXCEED THE

ALLOWABLE LENGTH

GIVEN IN THE TABLE FOR

THE COMPRESSION
STRUT SECTION USED.

MAIN RUNNER

CROSS RUNNER

BRACE WIRE
BEYOND

HANGER WIRE
BEYOND

COPE FLANGE OR

FLATTEN TO ALLOW

INSTALLATION OF

ACOUSTICAL TILE
5' - 10"

MAXIMUM
LENGTH
250S137-33
362S137-33
250S137-43
400S137-43
250S125-33
6' - 10"
8' - 0"
8' - 10"
10' - 10"

COMPRESSION STRUT

CHANNEL SECTION

SECTION A

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202250% DESIGN DEVELOPMENT 12/02/2022100% DESIGN DEVELOPMENT 01/06/202330% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 As indicatedCOLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

CEILING DETAILS
A9.22
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDING 6" = 1'-0"01CEILING REQUIREMENTS 1 1/2" = 1'-0"04COMPRESSION STRUT

(2) #8 SMS @ EACH STUD

FULL LENGTH WELD AT WEB

AND FLANGES OF BACKING

TRACK TO STUD, TYPICAL
6" x 16 GA. BACKING

TRACK NOTCHED AROUND

STUDS, ( ONE BAY BEYOND
CABINET, BRACKETS, ETC).

STUD PER PLAN

DOUBLE STUDS AT SIDES

OF OPENING

BACKING TRACK - TYPE 'B'

1. 2.

3. 4.

5. BACKING TRACK TYPE 'A' - FOR MISCELLANEOUS ITEMS I.E.

SURFACE MOUNTED MIRRORS, WASTE RECEPTACLES,
TOWEL DISPENSERS, ETC., MAXIMUM WEIGHT: 50
POUNDS.

BACKING TRACK TYPE 'B' - FOR UPPER WALL-HUNG
CABINETS (UP TO 2 SHELVES), BASE CABINETS, FULL

HEIGHT CABINETS, FILM VIEWING COUNTER, WALL-HUNG

BENCHES, HANDRAILS, GUARDRAILS, GRAB BARS, WALL-
HUNG EQUIPMENT, TOWEL BARS, ETC., MAXIMUM WEIGHT:
250 POUNDS.

VERIFY LENGTH, HEIGHT, LOCATION OF BACKING PLATE &

NUMBER REQUIRED WITH EQUIPMENT ACCESSORY
MANUFACTURERS.

USE #12 SELF TAPPING SHEET METAL SCREWS WHEN
ATTACHING ITEMS TO METAL BACKING PLATE.

WALL STUD FLANGES ARE CONTINUOUS.BACKING TRACKS

SHALL BE LONGER THAN HUNG EQUIPMENT, ACCESSORY,

CABINET BY ONE STUD SPACING AT EACH END (ALL
CONDITIONS).

BACKING TRACK NOTES:
(3) #10 F.H.S.M.S. @

EACH STUD
6" x 54 MIL. UNPUNCHED

BACKING NOTCHED

AROUND STUDS
STUD PER PLAN (MIN 16 GA)

DOUBLE STUDS AT SIDES

OF OPENING

BACKING TRACK - TYPE 'A'
3/8" MIN.3/8" MIN.

SPLICE

CONDITION
TYP.3/4
"
M
IN
.
1/16

IN LIEU OF
SCREWS
NOTE:

BLOCK & ANCHOR EACH SIDE OF CABINET.
3/4" TYPE 1-M-2

PARTICLE BOARD
(CABINET SIDE)
#10 x 2 1/2" RHWS
@ 6" O.C.
1/2" HARDWOOD CABINET RAIL
2"x6" WOOD BLOCKING
(LENGTH=6")

0.145 DIA LOW VELOCITY
FASTENERS (1-1/8" EMBED)
ICC #2388 @ 24" OC MIN (2 PER

CABINET)
(3) #10 x 3" RHWS @ 6" O.

BASE PER FINISH PLANS &

ELEVATIONS

FINISH FLOOR
DOUBLE 16 GA MTL STUDS AT

ANGLE SUPPORT
2" X 2" X 1/4" STL ANGLE AT
48" OC MAX, MIN (2) ATTACH
TO STUD WITH #12 SMS @ 6"

OC PT TO MATCH WALL

FIN/COLOR

BACKSPLASH WHERE

OCCURS - SEE ELEVATION

COUNTERTOP PER

FINISH PLANS

WALL FINISH PER PLAN

EASED EDGE

UNO ON PLANS
2'-0"
UNO
1'-6"MIN
0'-1 127/128"0'-0 3/4"0'-1 1/2"(34" MAX @ ACCESSIBLE STATION)SEE ELEVATION27" MIN CLR2'-0"UNOMIRROR WHERE OCCURS -

SEE ELEVATION

1. 2.

3. NOTES:

CONSTRUCTION SHALL BE AWS CUSTOM STANDARDS.

FINISH PER FINISH PLANS AND LEGEND.

THERE SHALL BE NO SHARP OR ABRASIVE SURFACES BELOW
THE COUNTER.

CLEAT, TYP PER XXX

INTEGRAL ACCESSIBLE

PLASTIC LAMINATE TOE KICK

AREA NOT HATCHED BELOW SINK

SHALL BE ACCESSIBLE & CLEAR

WRAP HOT & COLD WATER

SUPPLIES AND DRAIN PIPING WITH

PVC INSULATION MATERIAL
COMPLIANT WITH ASTM E84-07, 25
FLAME / 450 SMOKE INDEX

PLASTIC LAMINATE CABINET DOOR

PLASTIC LAMINATE DOOR STOP

PULL PER XXX

COUNTERTOP PER FINISH PLAN

COVED BACKSPLASH (WHERE OCCURS)

CONTINUE ADJ FLOORING

SEE FINISH PLAN

RUBBER BASE INSIDE CABINET

WALL FRAMING AND FINISH PER PLAN

INSULATE SINK BOTTOM IF HOT

WATER PROVIDED

FAUCET CONTROLS TO BE LEVER OR A

TYPE NOT REQUIRING GRASPING,

PINCHING, OR TWISTING OF THE WRIST
W/ 5 LBS FORCE MAX TO OPERATE.TO TOP OF SELF-RIMMING SINK2'-10" MAXMIN0'-9"0'-8"MIN MIN2'-5"(17" MIN) 2'-0"MIN2'-3"0'-1"
6" MAX
17" MIN

1. 2.

NOTES:

SEE 02/A9.60 FOR GENERAL
NOTES.

SEE 02/A9.60 FOR

ADDITIONAL INFORMATION
NOT SHOWN.

PLASTIC LAMINATE DOOR STOP

ADJUSTABLE SHELF,

PLASTIC LAMINATE

FIXED MIDDLE SHELF,

PLASTIC LAMINATE

HORIZ MTD PULL - FINISH TO

MATCH DOOR HDWR

RECESSED HEAVY DUTY

ADJ SHELF SUPPORTS WITH

SHELF CLIPS
4" COVED RUBBER BASE

PLASTIC LAMINATE CABINET

DOOR WHERE OCCURS - SEE

ELEVATIONS (GLASS DOOR

WHERE OCCURS - SEE
ELEVATIONS)0'-4"0'-2"SEE ELEVATIONSUNO NOTED ON PLANS
2'-0"4'-6" MAX4'-0"1.

2. 3.

NOTES:

CONSTRUCTION SHALL BE WIC CUSTOM STANDARDS; PLASTIC LAMINATE PER FINISH

PLANS WITH WHITE THERMALLY FUSED MELAMINE AT CONCEALED INT

FOR BASE ANCHORAGE DETAILS REFER TO

FOR WALL BACKING DETAILS REFER TO
XXX
X
XXX
X
A9.31
01 A9.31
01 A9.31
02 6" X 18" ACCESS PANEL AT

BASE TO PROVIDE ACCESS

TO ELECTRICAL GROUND

BUS BAR - SEE ELECTRICAL
DRAWINGS 0'-6"WIC DESIGN SERIES

SEE INTERIOR ELEVATIONS

SEE ELEVATIONVARIESNAAWS CABINET DESIGN SERIES
SEE INTERIOR ELEVATIONS34" MAXSEE ELEVATIONSEE REFLECTED CEILING PLANADJ SHELVES

CABINET LOCK

LINE OF BOTTOM
SHELF

LIGHT FIXTURE

WHERE SHOWN

HORIZ MTD PULLS, TYP FIN

TO MATCH DOOR HDWR
4" BACKSPLASH

WHERE OCCURS (SEE

ELEVATION)

DRAWER ON FULL

EXTENSION HVY DUTY

GLIDES,WHERE OCCURS
(SEE ELEVATION)

COUNTERTOP NOT TO
EXCEED 1/2" AT CABINET

EXPOSED ENDS

ADJUSTABLE SHELF

BREAK AT ADA ACCESS

TOE KICK WHERE SINK
OCCURS
AT EXPOSED ENDS:

PROVIDE A 2" RECESS
4" COVED RUBBER BASE
ELEVATION0'-4"CLEAR
1'-2 3/4"WALL FRAMING AND FINISH PER PLAN

RECESSED HVY DUTY ADJUSTABLE

SHELF SUPPORTS WITH SHELF CLIPS

PLASTIC LAMINATE ADJ SHELVES

LIGHT FIXTURE WHERE OCCURS
4" COVED BACKSPLASH WHERE OCCURS
(SEE ELEVATION)

DRAWER ON FULL EXTENSION HEAVY

DUTY GLIDES, WHERE OCCURS (SEE

ELEVATION)

ADJ PLASTIC LAMINATE SHELF

SECTION

RECESSED HEAVY DUTY ADJ SHELF

SUPPORTS WITH SHELF CLIPS

FINISHED FLOOR

FINISHED CEILING
(SEE REFLECTED CEILING PLANS)

LOWER CABINET

WITHOUT DRAWER

LOWER CABINET

WITH SINK

COUNTERTOP ONLY
TYP0'-4"0'-2"0'-6"2'-0" MAX
@CMU AND CONC

1. 2.

3. 4.

5. 6.

7. NOTES:

CONSTRUCTION SHALL BE PER THE NORTH AMERICAN ARCHITECTURAL WOODWORK STANDARDS (NAAWS) 'CUSTOM' STANDARDS, LATEST EDITION.

FINISH PER FINISH PLANS AND LEGEND.

WHITE THERMALLY FUSED MELAMINE AT CONCEALED INT OF CABINETS.

SEE 04/A9.60 FOR WALL BACKING.

AT SINKS, WHEN DOORS OPEN 90° PROVIDE FOR 32" MIN CLEAR BETWEEN KICKS.

NO SHARP OR ABRASIVE SURFACES UNDER SINK.

ALL JOINTS TO BE CAULKED WITH CLEAR SILICONE CAULK.
(LOWER CABINET WITH

DRAWER SHOWN)

WALL WHERE OCCURS WALL FRAMING AND
FINISH PER PLAN SEE XXXX. FOR FREE STANDING

MILLWORK SUPPORT

COUNTERTOP (PER ELEVATIONS)

PLASTIC LAMINATE DOOR STOP, TYP

PLASTIC LAMINATE CABINET DOOR
1x4 WALL CLEAT WITH NO 10 x 2" SELF TAPPING

SHEET MTL SCREWS INTO MTL STUDS OR
BLOCKING. ATTACH CABINET TO CLEAT WITH
NO 8 x 1 1/4" WOOD SCREWS @ 16" OC (TYP)
4" COVED RUBBER BASE
ANCHOR PER 03/A9.60, SIM

PLASTIC LAMINATE CABINET DOOR

HORIZ MTD PULL, TYP MATCH DOOR HDWR FINISH
1x4 WALL CLEAT WITH NO 10 x 2" SELF

TAPPING SHEET MTL SCREWS INTO
MTL STUDS OR BLOCKING. ATTACH
CABINET TO CLEAT WITH NO 8 x 1-1/4"
WOOD SCREWS @ 16" OC TYP

HORIZ MTD PULL, TYP MATCH
DOOR HDWR FINISH 6" MAX3' - 0" MAXXXX
X
XXX
X
XXX
X
XXX
X
MIRROR
2'-3" MIN2'-10" TO TOP OF SELF-RIMMING SINK40" TO BOT OF REFLECTIVE SURFACEAT BRACKET, PROVIDE DOUBLE STUDS WITH MIN 4"x16 GA 2'-5" AFF0'-4 253/256"9" MIN1'-5" MIN 0'-11" MIN
0'-8" MIN
NOTE:

SEE GENERAL NOTES #11.

FINISH WALL WHERE OCCURS

PLASTIC LAMINATE PLUMBING
SCREEN MTD W/ "S" HOOKS TO
UNDERSIDE OF COUNTER. 12"

MIN SEE ELEVATIONS

INSTALL TRAP ASSEMBLY AS

HIGH AS CODE ALLOWS TO

CONCEAL FROM VIEW

WALL BASE PER FINISH PLAN

BACKSPLASH WHERE

OCCURS, SIDE SPLASH AT

ADJACENT WALLS
2" X 3" X 1/4" LLV STEEL ANGLE
@ 48" OC MAX - PAINT TO

MATCH WALL FINISH

COVED BACKSPLASH
(WHERE OCCURS)
COUNTERTOP; SEE FINISH PLANS

PULL PER SPECS, TYP
PLAM. BASE

WALL WHERE OCCURS

WALL FRAMING AND

FINISH PER PLAN
HAFELE US CARGO 21 SILVER
502.74.252 WITH (2) GRAY

TRASH BINS

DOOR MOUNT BRACKET
RECESSED 2" DIA. STAINLESS

STEEL DISK WITH ROUTED TRASH
& RECYCLE GRAPHIC, SEE
17/A9.31
0'-6"A9.30
16 TYP
A9.31
02 TYP

RECYCLE SYMBOL ON MATTE

BLACK COIN

ROUTE PLASTIC LAMINATE

TO ACCEPT MATTE BLACK

COIN WITH SYMBOL

TRASH SYMBOL ON MATTE
BLACK COIN1 1/2"1 1/2"NOTE: SUITE 120 AND 150 TO HAVE SS STL TRASH AND RECYCLE COINS. 4" METAL STUD FRAMING
LAYER OF 5/8" GYP. BD.

SEE ELEVATION FOR FINISH

FLOOR FINISH SEE
FINISH PLAN2'-10".1" LAYER OF MDF PLAM
WRAPPED, 3MM

DOELLKEN EDGE

BANDING FINISH TO
MATCH ADJ. P. LAM.

WALL BASE SEE FINISH
PLANPAINTED TO MATCH0'-0 1/4" REVEAL1/4" WOOD CONT.

BLOCKING, TYP.

PLAN VIEW

REFERENCE

FOR PLAM
SEAM

LOCATION

TOP OF PLINTH,

STRUCTURAL

BRACING ABOVE

SCRIBE PLAM

INTO EDGE
3'-0".

EQ.EQ

DIAGONAL BRACING AT
48" O.C. (ALTERNATING

DIRECTIONS)

SCRIBE EDGE INTO

BRACE FRAME
OPENINGBRACE FRAMEEQUALEQUALTYP. CORNER BEAD

STRUCTURAL BRACING

WHERE OCCURS
CONT. 3" MTL. ANGLE, TYP.

SOLID SURFACE

PER PLAN

WALL PER SCHEDULE

METAL STUD PER PLAN W/
ONE LAYER OF 5/8" GYP. BD.

BOTH SIDES
SEE ELEVATION FOR FINISHTOP OF COUNTER 2'-10"1" LAYER OF MDF PLAM WRAPPED, 3MM DOELLKEN

EDGE BANDING FINISH TO
MATCH ADJ. P. LAM.

WALL BASE SEE FINISH
PLANPAINTED TO MATCH0'-0 1/4" REVEAL1/4" WOOD BLOCKING, TYP. 3'-0".

EQUALEQUAL

STRUCTURAL BRACING
BEYOND

SCRIBE EDGE INTO BRACE
FRAME

EQUIPMENT
PER

SCHEDULE
2" X 3" X 1/4" LLV STL ANGLE
@ 36" OC MAX - PROVIDE

DOUBLE STUDS WITH MIN
4"x16 GA.
2 1/2" METAL STUDS W/ ONE
LAYER OF 5/8" GYP. BD. BOTH
SIDES

SEE ELEVATION FOR FINISH

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202250% DESIGN DEVELOPMENT 12/02/2022100% DESIGN DEVELOPMENT 01/06/202330% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 As indicatedCOLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

CASEWORK

DETAILS
A9.31
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDING 3/8" = 1'-0" A9.31 01BACKING TRACK AND SUPPORT
3" = 1'-0"
A9.31 02CABINET ANCHORAGE
1" = 1'-0"
A9.31 09TYP. COUNTER SUPPORT (AS REQ'D.)
1" = 1'-0"
A9.31 06LOWER CABINET WITH SINK
1" = 1'-0"
A9.3115TALL CABINET 1" = 1'-0"
A9.31 03TYPICAL UPPER/LOWER CABINETS
1" = 1'-0"10RESTROOM SINK COUNTER
1" = 1'-0"13PULL-OUT TRASH 12" = 1'-0"17PULL-OUT COIN1
1 1/2" = 1'-0"18TYP. COUNTER IN OFFICE
1 1/2" = 1'-0"19OPEN OFFICE 406 - PLINTH SECTION

PROVIDE CONCEALED BRACKET FOR

FLOATING SHELF PROVIDE BACKING
AS REQ

WALL PER SCHEDULE

PLAM WRAPPED FLOATING

SHELF SEE ELEVATION
1 1/2"NOTE: SEE FINISH PLAN AND ELEVATIONS FOR FINISHES

LIGHT FIXTURE PER SCHEDULE

SEE ELEC

SEE RCP
TYP. CORNER BEAD
TYP. CONT. MTL. ANGLE PER STRUCTURAL
METAL STUDS W/5/8" GYP. BD.

TYPE " X" PER STRUCTURAL
MTL. BRACING PER

STRUCTURAL

LINE OF WALL BEYOND

WHERE OCCURS
1'-0"

CABINET

ANCHORAGE

LOWER CABINET REFER TO

ELEVATION
0'-3"
P.LAM ON 3/4" PLY. REFER TO

ELEVATIONS

COUNTERTOP - REFER TO
ELEVATIONS.
2'-0"

STRUCTURAL SHELF
ANCHORAGE 4 241/256"1 LAYER OF 5/8" GYP. PAINTED

PER FINISH SCHEDULE
REFER TO ELEVATION FOR DIMENSIONS0'-4"4"COUNTERTOP PER FINISH PLAN BASE TO MATCH MILLWORK FINISH4"3"
DOUG MOCKETT PULL DP3C-17S

MILLWORK CHASE
NOTE: SEE FINISH PLAN AND ELEVATIONS FOR FINISHES 1 1/2"OUTLET CUTOUT PER

EQUIP SPEC

MICROWAVE DRAWER PER
EQUIPMENT SCHEDULE VERIFY W/ EQUIP CLR15 1/2"13"PLAM FINISH PER

SCHEDULE

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202250% DESIGN DEVELOPMENT 12/02/2022100% DESIGN DEVELOPMENT 01/06/202330% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 1" = 1'-0"COLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

CASEWORK

DETAILS
A9.32
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDING 1" = 1'-0"01BREAK ROOM CASEWORK AND SOFFIT 1" = 1'-0"03MICROWAVE DRAWER

WALL TILE
PER
FINISH
PLAN

TILE FLOORING

PER FINISH PLAN

PAINTED

CEMENTITIOUS

BACKER BOARD PER

WALL TYPE

HORIZONTAL
& VERTICAL
GROUT

JOINTS TO
BE
1/16", SEE
NOTE: FOR JOINT ALIGNMENT DETAIL SEE
A9.41
07 A9.41
03 PARTITION PER PLAN

WALL TILE WHERE OCCURS
(SEE ELEVATION)

GRAB BAR COLLAR
ANCHOR

MOUNTING PLATE

TO BACKING
PLATE W/ 3 1/4"-#
12 S.M.S.0'-1 1/4"0'-1 1/2"

GRAB BAR WITH CONCEALED

MOUNTING SUPPORT

BACKING SUPPORT
24" MINCONTINUOUS ACOUSTICAL

SEALANT AROUND ENTIRE

PERIMETER TYP
24" MIN

TYP OUTLET BOX

BOX PAD, TYP

PARTITION PER PLAN

TYP SINGLE STUD PARTITION

WITH SOUND INSULATION

TYP DOUBLE STUD PARTITION WITH

SOUND INSULATION (SIMILAR FOR

STAGGERED STUDS)
NOTE: SEPARATE CONDUIT
FOR OUTLET BOXES ON 2
SIDES OF PARTITION. NO

CONTACT BETWEEN STUDS

1. 2.

3. 4.

5. 6.

NOTES:

PLACE OUTLET BOXES IN SEPARATE STUD SPACES.

BACK-TO-BACK OUTLETS NOT PERMITTED.

PLUG ALL UNUSED KNOCK-OUTS IN OUTLET BOXES WITH KNOCK OUT CAPS.

PROVIDE BACKING EQUIVALENT TO "LOWRY'S" OUTLET BOX PAD - (HARRY A. LOWRY & ASSOC. INC. @ 800/225-8231)

DEPTH OF OUTLET BOX MUST BE COMPATIBLE WITH STUD SIZE IN ORDER TO ACCOMMODATE BOX PAD.

ACOUSTICAL BOX PAD REQUIREMENT APPLIES TO ALL PARTITIONS WITH ACOUSTICAL INSULATION.0'-4"WALL FINISH AND

FRAMING PER PLANS

STRAIGHT RUBBER
BASE

WALL FINISH AND

FRAMING PER PLANS

STRAIGHT

RUBBER BASE
0'-4"A AT CONCRETE - UNO B AT CARPET, RUBBER &

WOOD FLOORING - UNO

SEE PLANS FOR

PARTITION TYPE

GROUT, TYP

WALL TILE PER FIN

PLAN AND INT

ELEVATIONS
B

SEE PLANS FOR

PARTITION TYPE

GROUT, TYP

WALL TILE PER FIN

PLAN AND INT

ELEVATIONS

A WALL FINISH PER FINISH PLAN

AND INTERIOR ELEVATIONS

SEE PLANS FOR

PARTITION TYPE

GROUT, TYP

WALL TILE PER FIN

PLAN AND INT

ELEVATIONS
D

SEE PLANS FOR

PARTITION TYPE

BULLNOSE CORNER

WALL TILE PER FIN

PLAN AND INT

ELEVATIONS
C

WALL FINISH, WHERE

OCCURS PER WALL TYPE

PARTITION, SEE FLOOR PLAN

FOR WALL TYPE DESIGNATION

CEMENTITIOUS BACKER

BOARD PER WALL TYPE

WALL TILE PER FINISH PLAN

THINSET ADHESIVE
0'-0 1/8"WALL TILE, SURFACE

BULLNOSE AT TOP

SEE ELEVATION

WALL, PARTITION TYPE PER

FLR PLAN
0'-6"COATED GLASS MAT WATER-

RESISTANT GYP BACKER BD

COVED BASE TRIM PIECE

FLR TILE PER FINISH PLAN
NOTE:

PROVIDE WP UNDER TILE

WORK, TYP SEE

SPECIFICATIONS

WALL TILE PER ELEVATIONS

ALIGN VERT JOINTS, TYP

WALL BASE PER FIN PLAN AND

INT ELEVATIONS

FLOOR TILE PER FIN PLANS
ALIGN JOINTS @ WALL & FLR,
TYP
0'-1 1/2"GRAB BAR

TOILET PARTITION

ALIGNALIGNPARTITION MOUNTED SEAT -

COVER DISPENSER, TOILET

TISSUE DISPENSER AND

SANITARY NAPKIN DISPOSAL
(WHERE OCCURS)

TYPICAL

STALL SIDE

ACCESSIBLE
STALL SIDE 0'-0 1/4"MAX"ROUTE OUT" PARTITION

TO ALLOW DISPENSER

FLANGE TO BE ALIGNED
WITH FACE OF PARTITIONALIGN 0'-1 1/2"

GRAB BAR

TILE WALL

ALIGNALIGNRECESSED SEAT-COVER

DISPENSER, TOILET TISSUE

DISPENSER AND SANITARY

NAPKIN DISPOSAL (WHERE

OCCURS)
1/4" GROUT JOINT MAX,

TYP ALL SIDES

TILE WALL

FLOOR DRAIN
1' - 0"1' - 0"FLOOR TILE PER FINISH PLANS -

SLOPE FULL TILE MODULES TO DRAIN
2% SLOPE, TYP.EQEQEQEQ
+0' - 0" A.F.F. AT 4 SIDES & CORNERS
-0' - 1/4" AT DRAIN
PLAN @ TILE

FLOOR DRAIN
1' - 0"1' - 0".

FLOOR FINISH PER FINISH PLANS
2% SLOPE, TYP.EQEQEQEQ
+0' - 0" A.F.F. AT 4 SIDES & CORNERS
PLAN @ EPOXY / RUBBER / FINISHED CONCRETE FLOOR
SECTION @ TILE
SECTION @ EPOXY / RUBBER / FINISHED CONCRETE FLOOR

FLOOR TILE PER FINISH PLAN
2% MAX. SLOPE2% MAX. SLOPEOPENINGS
1/4" MAX.

N.T.S.

SEALANT
S.S. FLOOR DRAIN
CONCRETE SLAB @ FIRST FLOOR;
CONCRETE DECKING @ UPPER FLOORS

FLOOR FINISH PER FINISH PLANS
2% MAX. SLOPE2% MAX. SLOPE

OPENINGS
1/4" MAX.

SEALANT
S.S. FLOOR DRAIN
CONCRETE SLAB @ FIRST FLOOR;
CONCRETE DECKING @ UPPER FLOORS
N.T.S.
2% SLOPE, TYP.
2"X1" STEEL BAR STOCK

ELEVATION VIEW
4'-0" O.C. MAX
26" (27" MAX)CONCRETE FLOOR

SECTION VIEW
F.O.F.
0'-1"

FINISHED WALL
NOTE:

UNDERCUT ALL DOORS TO
CLEAR FLOOR FINISH BY 1/4"
EXCEPT AT RATED DOORS.

SEALED CONCRETE OR

POLISHED CONCRETE

CENTER LINE OF

THRESHOLD & FRAME

CONCRETE SLAB

SOLID SURFACING

THRESHOLD (COLOR BY
ARCHITECT) 1:2 MAX.

SLOPE, TYP.

SEALED CONCRETE OR

POLISHED CONCRETE

DOOR WHERE OCCURS
1/4" MAXEDGE OF DOOR FRAME
BEYOND

BSEALED OR POLISHED CONCRETE / EPOXY

CENTER LINE OF THRESHOLD & FRAME

DOOR, WHERE
OCCURS
CARPET

CONCRETE SLAB

ACARPET / CONCRETE
2:1 MAX. SLOPE

CONCRETE

FLOOR PER

FINISH PLAN
BURKE MERCER #700

REDUCER, COLOR TO
MATCH ADJ. WALL
BASE
0'-0 1/4"MAX1/2" MAX1/4" MAX1
2MAX

DOOR, WHERE OCCURS

POLISHED CONCRETE / TILE

TILE PER FINISH
PLAN
2:1 MAX. SLOPE
1 2MAX.

SOLID SURFACE
TRANSITION: CORIAN

POLISHED CONCRETE

FLOOR PER FINISH PLAN
1/2"MAX1/4"MAXDOOR, WHERE OCCURS

STATIC DISSIPATIVE TILE,

REFER TO FINISH PLAN

CONCRETE SLAB

STATIC DISSIPATIVE TILE / CONCRETE OR EPOXY
JOHNSONITE SSR-XX-B 1/8" TO 0"

WHEELED TRAFFIC TRANSITION,
COLOR: CHARCOAL #20

CONCRETE OR

EPOXY FLOOR PER

FINISH PLAN
2:1 MAX. SLOPE
12MAX.

CENTER LINE OF

THRESHOLD AND FRAME
C
D

CENTER LINE OF

THRESHOLD AND FRAME

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202250% DESIGN DEVELOPMENT 12/02/2022100% DESIGN DEVELOPMENT 01/06/202330% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 As indicatedCOLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

INTERIOR DETAILS
A9.41
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDING 1/2" = 1'-0" A9.41 08BASE TO WAINSCOT
3" = 1'-0"
A9.41 06GRAB BAR AND SUPPORT
1 1/2" = 1'-0"
A9.4113OUTLET BOX DETAILS 3" = 1'-0"
A9.41 01RUBBER BASE
3" = 1'-0"
A9.41 07TILE CORNERS 3" = 1'-0"
A9.41 03HORIZONTAL TILE JOINT
3" = 1'-0"
A9.41 02TILE AT TOP AND BASE
1 : 6
A9.41 04TILE CORNERS ISOMETRIC
3" = 1'-0"
A9.41 09PARTITION MOUNTED ACCESSORY 3" = 1'-0"
A9.41 05RECESSED TOILET ACCESSORY
3" = 1'-0"19FLOOR DRAIN DETAILS
3" = 1'-0"12CANE DETECTION RAIL
3" = 1'-0"10INTERIOR FLOOR TRANSITIONS

WPWPWPWPWPWPWPWPWPTVFFFFFF
F
FF
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JJJJFJJFF

FFJJFJJJWP
J
F
FF
FF
J

GMWJTTJJJJJ
JJJJJ
T
FC-1
T
FC-2
Z
VFC-1
Z
VFC-2
DCDC

DCWVLTCVLTSS
S
SCMMWREF.TVTVN 1792873.09E 6520967.53CGPRINT

COLUMBIA WAYPROPERTY LINELIMIT OF WORKPROPOSED
2 STORY BUILDING
PROPOSED 1
STORY

CLASSROOMS

CONGRESSMAN STEVE HORN WAY

PROPERTY LINELIMIT OF WORKROOF ABOVE
E-G
003
E-E
001
E-F
002
E-G
004

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202250% DESIGN DEVELOPMENT 12/02/2022100% DESIGN DEVELOPMENT 01/06/202330% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 1" = 20'-0"COLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

SIGNAGE SITE PLAN
SG1.01
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDING 1" = 20'-0"1SITE PLAN

FF
FFFF
FFF
FF
CMMWREF.TVTVCGPRINT

EXHIBIT
SPACE
100

ELEVATOR
111

ELEVATOR

MACHINE
ROOM
110
STAFF
ROOM
102

STORAGE
101

JANITOR'S
ROOM
109
FAMILY

RESTROOM
108
STAFF

RESTROOM
114

WOMEN'S

RESTROOM
107
IDF
ROOM
105

ELECTRICAL
ROOM
104
MEN'S

RESTROOM
106

MECHANICAL
ROOM
103
STEM

CLASSROOM
112
STEM

CLASSROOM
113
FIRE
RISER
115

ROOF ABOVE
I-A2
1005
I-B2
1004
I-A1
1001 I-B1
1000
I-C
1003
I-C
1016
I-C
1009
I-A3
1007
I-B3
1006
I-H
1017
I-C
1012
I-C
1013
I-C
1010
I-C
1023
I-C
1022
I-C
1021
I-C
1020
I-C
1019
I-C
1018
I-C
1025
I-C
1026
I-A3
1014
I-B3
1015
I-G
1011
I-C
1024
I-H
1027
I-C
1028 I-C
1029
I-C
1030
I-C
1031
I-F1
1037
I-F1
1034
I-F1
1035
I-F1
1036
I-F1
1032
I-F1
1033
I-C
1038
I-P2
1039
I-P2
1041
I-P1
1042
I-P1
1043

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202250% DESIGN DEVELOPMENT 12/02/2022100% DESIGN DEVELOPMENT 01/06/202330% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 1/8" = 1'-0"COLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

FIRST FLOOR

SIGNAGE PLAN
SG2.01
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDING 1/8" = 1'-0"01FIRST FLOOR SIGNAGE PLAN

I-G
2000
I-C
2003
I-P1
2001
I-Q
2002

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202250% DESIGN DEVELOPMENT 12/02/2022100% DESIGN DEVELOPMENT 01/06/202330% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 1/8" = 1'-0"COLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

SECOND FLOOR

SIGNAGE PLAN
SG2.02
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDING 1/8" = 1'-0"1SECOND FLOOR SIGNAGE PLAN

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN07/18/2022DESIGN DEVELOPMENT 10/27/2022ENTER DESCRIPTION XX/XX/XXXXENTER DESCRIPTION XX/XX/XXXXENTER DESCRIPTION XX/XX/XXXXCOLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

SIGNAGE

SCHEDULE
SG3.01
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDINGSIGN SCHEDULE - BUILDING FIRST FLOOR SIGN
NUMBER
SIGN

TYPE SIGN DETAIL COPY
MOUNT

LOCATION BRAILLE
1000 I-B1 (07/SG4.01)(MEN'S - SEE DETAIL FOR ARTWORK/COPY LAYOUT)WALL Yes 1001 I-A1 (06/SG4.01)(MEN'S - SEE DETAIL FOR ARTWORK/COPY LAYOUT)DOOR No 1003 I-C (11/SG4.01)JANITOR'S ROOM WALL Yes
1004 I-B2 (08/SG4.01)(WOMEN'S - SEE DETAIL FOR ARTWORK/COPY LAYOUT)WALL Yes 1005 I-A2 (06/SG4.01)(WOMEN'S - SEE DETAIL FOR ARTWORK/COPY LAYOUT)DOOR No 1006 I-B3 (07/SG4.01)(RESTROOM - SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL Yes 1007 I-A3 (07/SG4.01)(RESTROOM - SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 1009 I-C (11/SG4.01)NURSING ROOM WALL Yes
1010 I-C (11/SG4.01)STORAGE WALL Yes
1011 I-G (07/SG4.02)(SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 1012 I-C (11/SG4.01)ELEVATOR MACHINE ROOM WALL Yes
1013 I-C (11/SG4.01)STAFF ROOM WALL Yes
1014 I-A3 (07/SG4.01)(SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 1015 I-B3 (07/SG4.01)(SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL Yes 1016 I-C (11/SG4.01)IDF ROOM WALL Yes
1017 I-H (17/SG4.01)(SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 1018 I-C (11/SG4.01)FIRE RISER ROOM WALL Yes
1019 I-C (11/SG4.01)STAFF ROOM WALL Yes
1020 I-C (11/SG4.01)STORAGE WALL Yes
1021 I-C (11/SG4.01)MECHANICAL ROOM WALL Yes
1022 I-C (11/SG4.01)ELECTRICAL ROOM WALL Yes
1023 I-C (11/SG4.01)EXHIBIT SPACE WALL Yes
1024 I-C (11/SG4.01)EXIT ROUTE WALL Yes
1025 I-C (11/SG4.01)STEM ROOM WALL Yes
1026 I-C (11/SG4.01)STEM ROOM WALL Yes
1027 I-H (17/SG4.01)(SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 1028 I-C (11/SG4.01)EXIT WALL Yes
1029 I-C (11/SG4.01)EXIT WALL Yes
1030 I-C (11/SG4.01)EXIT WALL Yes
1031 I-C (11/SG4.01)EXIT WALL Yes
1032 I-F1 (19/SG4.01)(SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 1033 I-F1 (19/SG4.01)(SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 1034 I-F1 (19/SG4.01)(SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 1035 I-F1 (19/SG4.01)(SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 1036 I-F1 (19/SG4.01)(SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 1037 I-F1 (19/SG4.01)(SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 1038 I-C (11/SG4.01)STEM ROOM WALL Yes
1039 I-P2 (16/SG4.01)IN OPEN POSITION 71, IN CLOSED POSITION 38 (SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 1041 I-P2 (16/SG4.01)IN OPEN POSITION 71, IN CLOSED POSITION 33 (SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 1042 I-P1 (12/SG4.01)299 (SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 1043 I-P1 (12/SG4.01)299 (SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No

SIGN SCHEDULE - SITE
SIGN
NUMBER
SIGN

TYPE SIGN DETAIL COPY
MOUNT

LOCATION BRAILLE
001 E-E (05/SG4.02)(SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 002 E-F (06/SG4.02)(SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 003 E-G (14/SG4.02)(0000A - SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 004 E-G (14/SG4.02)(0000B - SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No

SIGN SCHEDULE - BUILDING SECOND FLOOR
SIGN
NUMBER
SIGN

TYPE SIGN DETAIL COPY
MOUNT

LOCATION BRAILLE
2000 I-G (07/SG4.02)(SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 2001 I-P1 (12/SG4.01)(211 - SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 2002 I-Q (15/SG4.02)(SEE DETAL FOR ARTWORK/COPY LAYOUT)WALL No 2003 I-C (11/SG4.01)ROOF ACCESS WALL Yes

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

THE SIGN CONTRACTOR SHALL CONFIRM AND PROVIDE ALL CODE
COMPLIANT SIGNAGE.

PRIOR TO FABRICATION, THE SIGN CONTRACTOR SHALL PROVIDE

SHOP DRAWINGS WITH THE GRAPHIC LAYOUT, COPY, AND BRAILLE (WHERE OCCURS) FOR ALL SIGN TYPES FOR REVIEW BY THE OWNER AND THE ARCHITECT.

ALL CONSTRUCTION ATTACHMENT / CONSTRUCTION METHODS TO BE HIDDEN.

ALL SIGNAGE MOUNTING SYSTEMS / BRACKETS TO BE HIDDEN, U.N.O.

ON DETAIL.

PROVIDE ACCESS FOR INTERNAL MAINTENANCE OF LIGHTS FOR ALL INTERNALLY ILLUMINATED SIGN TYPES.

PRIOR TO FABRICATION, THE SIGN CONTRACTOR SHALL PROVIDE A

DRAWING WITH THE GRAPHIC LAYOUT, COPY, AND BRAILLE (WHERE

OCCURS) FOR ALL SIGNS FOR REVIEW BY THE OWNER AND THE
ARCHITECT. IDENTIFY EACH SIGN WITH ITS TAG AS IDENTIFIED ON THE FOLLOWING SHEETS: SG1.01, SG2.01, SG2.02, SG3.01, SG 4.01, SG4.02

THE SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR THE PURCHASE OF ALL REQUIRED FONT TYPES.

ALL ARTWORK TO BE COMPLETED BY THE SIGN CONTRACTOR FOR

REVIEW BY THE OWNER AND THE ARCHITECT, UNLESS NOTED
OTHERWISE ON DETAIL.

ALL EXTERIOR SIGNS TO HAVE UV AND ANTI GRAFFITI COATING

COMPRISED OF NAN-SIZED QUARTZ PARTICLES COVALENTLY BONDED TO SUBSTRATE APPLIED OVER ALL COPY AND GRAPHICS, U.N.O. ON DETAIL.

ALL LIGHTING TO BE (LED) UNLESS NOTED ON DETAIL, COLOR
TEMPERATURE 3000K

PRIOR TO FABRICATION, THE CONTRACTOR SHALL PROVIDE COLOR

SAMPLES APPLIED TO THE APPROPRIATE SUBSTRATE FOR ALL
COLORS.

PRIOR TO FABRICATION, THE SIGN CONTRACTOR SHALL PROVIDE TWO (2) MOCK-UPS WHERE REQUESTED PER DETAIL, ONE (1) MOCK-UP WILL BE RETURNED TO CONTRACTOR AND ONE (1) MOCK-UP WILL BE
RETAINED BY ARCHITECT.

ALL TACTILE SIGNS TO HAVE EASED CORNERS.

ALL BRAILLE SHOWN IN DETAIL LAYOUTS ARE PLACE HOLDER ONLY, PROVIDE CORRECT TRANSLATION AS REQUIRED.
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
SIGNS SHALL COMPLY WITH SECTION CBC 11B-703, WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED.

RAISED CHARACTERS SHALL COMPLY WITH CBC 11B-703.2 AND SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH SECTION CBC 11B-703.3.

CHARACTER DEPTH: CBC 11B-703.2.1
CHARACTER CASE: CBC 11B-703.2.2
CHARACTER STYLE: CBC 11B-703.2.3
CHARACTER PROPORTIONS: CBC 11B-703.2.4
CHARACTER HEIGHT: CBC 11B-703.2.5
CHARACTER STROKE THICKNESS: CBC 11B-703.2.6
CHARACTER SPACING: CBC 11B-703.2.7
CHARACTER LINE SPACING: CBC 11B-703.2.8
CHARACTER FORMAT: CBC 11B-703.2.9
BRAILLE CHARACTERS SHALL COMPLY WITH CBC 11B-703.3
BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH SECTIONS CBC11B-703.3 AND CBC 11B-703.4.

BRAILLE DIMENSIONS AND CAPITALIZATION: CBC TABLE 11B-703.3.1 BRAILLE POSITION: CBC TABLE 11B-703.3.2
VISUAL CHARACTERS SHALL COMPLY WITH CBC 11B-703.5
FINISH AND CONTRAST: CBC11B-703.5.1
HEIGHT: CBC TABLE 11B-703-5.5
STROKE THICKNESS: CBC11B-703.5.7
FORMAT: CBC TABLE 11B-703.5.10

SIGNS AT SINGLE DOORS
GLASS

SIGN ON

BOTH SIDES

1. 2.

3. 4.

NOTES:

SIGN MOUNTING LOCATION AND HEIGHT SHALL COMPLY WITH CBC 11B-703.4.1; CBC 11B-703.4.2; CBC 11B-703.7.2.6

AT SINGLE DOORS, LOCATE SIGN ON LATCH SIDE OUTSIDE OF DOOR ENTERING ROOM THAT IS IDENTIFIED ON SIGN

WHEN SIGNS ARE MOUNTED TO GLASS, PROVIDE VINYL BACKING BETWEEN SIGN AND GLASS

WHEN SIGNS ARE MOUNTED ON BOTH SIDES OF GLASS, ALIGN SIGNS CL
(58" MIN. - 60" MAX.)60" A.F.F.EQ EQCL

RAISED COPY
LOWEST BRAILLE CELLS48" MIN. BASELINE OFHIGHEST RAISED CHARACTERS60" MAX BASELINE OFEQ EQ FLR. SPACE
1'-6"

RESTROOM DOOR SIGNAGE

RESTROOM & TACTILE SIGN

RAISED COPY
LOWEST BRAILLE CELLS48" MIN. BASELINE OFEQ EQ
FLR. SPACE
1'-6"HIGHEST RAISED CHARACTERS60" MAX BASELINE OFSIGNS AT DOUBLE DOORSSIGNS MOUNTED TO GLASS

SIGN ON

SINGLE SIDE
GLASS

VINYL, SAME SIZE AND

SHAPE AS SIGN -
COLOR (V1)

STANDARD COLORS
(P1) = MATTEWS PINT - (MP04761 'STEEL WOOL')
(P2) = MATTEWS PINT - (MP27386 'VERIZON WHITE')

VINYL COLORS
(V1) = 3M OPAQUE GRAPHIC FILM - (180MC-10 WHITE)

FONT TYPES
(A) = ARIAL
(B) = TBD

1. 2.

NOTES:

SEE DETAIL 01/SG4.01 FOR FOTNT TYPES AND COLORS
VERTICES SHALL BE RADIUSED BETWEEN 1/8" MIN. AND 1/4" MAX. (I-A1) MEN
(I-A2) WOMEN
(I-A3) RESTROOM
1/4" THICK ACRYLIC EQUILATERAL

TRIANGLE SIGN PANEL POINTING
UPWARDS WITH 12" SIDES - COLOR
(P2)
DIRECT PRINT - COLOR (P1)
DIRECT PRINT - COLOR (P1)
1/4" THICK ACRYLIC 12" DIAMETER
CIRCLE SIGN PANEL - COLOR (P2)
1/4" THICK ACRYLIC EQUILATERAL

TRIANGLE SIGN PANEL POINTING

UPWARDS, SUPER IMPOSED ON

AND GEOMETRICALLY INSCRIBED
WITHIN THE CIRCLE. THE VERTICES

OF THE TRIANGLE SHALL BE

LOCATED ON THE EDGE OF THE
CIRCLE - COLOR (P1)

1. 2.

NOTES:

VINYL APPLIED TO SECOND SURFACE OF GLASS

VYNYL APPLIED TO FIRST SURFACE OF NON GLASS SURFACE

WHERE OCCURS

NO SMOKING OR VAPING
WITHIN 25 FEET OF
BUILDING ENTRANCE0'-0 1/2"5/8" TALL COPY, FONT TYPE
(C) - COLOR (V1)0'-3"PICTOGRAM - COLOR (V1)

DIRECT TO SUBSTRATE

DIGITAL PRINT SIGN COPY
AND GRAPHIC - COLOR (P1)
5'-10" MAX
A.F.F.

ASSISTIVE LISTENING

SYSTEMS AVAILABLE

AT RECEPTION DESK
3/32" THICK

ALUMINUM

PANEL -
COLOR
(P2)0'-6"1'-2"
5/8" TALL COPY, FONT TYPE (B)0'-0 1/2"0'-0 1/2"0'-0 1/2"0'-0 1/2" DESIGNER'S NOTE:

SHOW WHERE TO OBTAIN THE
SYSTEM.

IF SYSTEM IS LOCATED IN THE

SAME ROOM, REMOVE SAMPLE
COPY "AT RECEPTION DESK"

1. NOTES:

SEE DETAIL 01/SG4.01 FOR FOTNT TYPES AND COLORS

MAXIMUM

OCCUPANCY
###0'-6"1'-2"
5/8" TALL RAISED LETTERS,
FONT TYPE (A) - COLOR (P1)
1/4" THICK CLEAR ACRYLIC
PANEL - COLOR (P2)

APPLIED TO SECOND
SURFACE.
5'-10" MAX.

A.F.F.

1. NOTES:

SEE DETAIL 01/SG4.01 FOR FOTNT TYPES AND COLORS
5'-10" MAX.

A.F.F.

MAXIMUM OCCUPANCY
0'-8"1'-2"

1. NOTES:

SEE DETAIL 01/SG4.01 FOR FOTNT TYPES AND COLORS
5/8" TALL RAISED LETTERS,
FONT TYPE (A) - COLOR (P1)
1/4" THICK CLEAR ACRYLIC
PANEL - COLOR (P2)

APPLIED TO SECOND
SURFACE.

IN OPEN

POSITION
###

IN CLOSED

POSITION
###0'-0 3/4"1/8" THICK LINE -
COLOR (P1)0'-0 3/4"0'-1 1/2"1/4" THICK CLEAR ACRYLIC
PANEL
5/8" TALL RAISED LETTERS,
FONT TYPE (A) - COLOR (P1)

PICTOGRAM APPLIED TO

SECOND SURFACE - COLOR
(P1), FIELD COLOR (P2)
0'-8"0'-0 3/8"5'-0"
A.F.F.0'-8"MEN
0'-2"0'-5"0'-0 1/2"BRAILLE, COLOR (CLEAR)
(I-B1) FRONT ELEVATION
5/8" TALL RAISED LETTERS,
FONT TYPE (A) - COLOR (P1)
0'-8"0'-0 3/8"5'-0"
A.F.F.0'-8"WOMEN
0'-2"0'-0 1/2"0'-5"1/4" THICK CLEAR ACRYLIC
PANEL

PICTOGRAM APPLIED TO

SECOND SURFACE - COLOR
(P1), FIELD COLOR (P2)

BRAILLE, COLOR (CLEAR)
(I-B2) FRONT ELEVATION
1/4" THICK CLEAR ACRYLIC
PANEL
5/8" TALL RAISED LETTERS,
FONT TYPE (A) - COLOR (P1)

PICTOGRAM APPLIED TO

SECOND SURFACE - COLOR
(P1), FIELD COLOR (P2)

BRAILLE, COLOR (CLEAR)
(I-B3) FRONT ELEVATION
0'-8"0'-0 3/8"5'-0"
A.F.F.0'-8"RESTROOM
0'-2"EQ.0'-4" EQ.

1. NOTES:

SEE DETAIL 01/SG4.01 FOR FOTNT TYPES AND COLORS
NO SMOKING OR VAPING WITHIN 25 FEET OF BUILDING ENTRANCE 0'-11"2'-4"0'-8"
5'-0"
A.F.F.

ELEVATOR

MACHINE
ROOM

FRONT ELEVATION
(THREE LINE COPY)
1/4" THICK CLEAR ACRYLIC
PANEL - COLOR (P2)

APPLIED TO SECOND
SURFACE. AT EXTERIOR

CONDITIONS, FINISH TO BE

ALUMINUM, WITH COLORS

APPLIED TO TO FIRST
SURFACE.0'-0 3/8"EXIT

FRONT ELEVATION
(SINGLE LINE COPY)EQ.EQ.COPY SHALL NOT

ENCROACH ON IMAGINARY
1/2" BORDER AROUND SIGN
PANEL0'-0 1/2"0'-0 1/2"EQ.EQ.0'-0 3/8"0'-5 1/4"5'-0"
A.F.F.
0'-8"
0'-0 1/2"0'-0 1/2"BRAILLE, COLOR (CLEAR)
0'-8"
5'-0"
A.F.F.

EXIT STAIR
DOWN

FRONT ELEVATION
(TWO LINE COPY)EQ.EQ.0'-0 3/8"0'-4 1/2"0'-0 1/2"0'-0 1/2"0'-4"1.

NOTES:

SEE DETAIL 01/SG4.01 FOR FOTNT TYPES AND COLORS
5/8" TALL RAISED LETTERS.

FONT TYPE (A) - COLOR (P1)
WALL
8'-0"
A.F.F.

FRONT ELEVATION
PLAN
6"4 1/2"PERFORATED METAL
CHASIS
1/4" THICK CLEAR ACRYLIC
PANEL - COLOR (P2)

APPLIED TO SECOND
SURFACE.
1/4" THICK CLEAR ACRYLIC
PANEL - COLOR (P2)

APPLIED TO SECOND
SURFACE.

PICTOGRAM APPLIED TO

SECOND SURFACE - COLOR
(P1), FIELD COLOR (P2)

1. 2.

3. NOTES:

SEE DETAIL 01/SG4.01 FOR FOTNT TYPES AND COLORS

GRAPHIC CENTER ON SIGN PANEL

SEE SCHEDULE FOR ARROW DIRECTION
WALL
8'-0"
A.F.F.

FRONT ELEVATION
PLAN
6"4 1/2"1.

2. 3.

NOTES:

SEE DETAIL 01/SG4.01 FOR FOTNT TYPES AND COLORS

GRAPHIC CENTER ON SIGN PANEL

SEE SCHEDULE FOR ARROW DIRECTION

METAL MOUNTING BRACKET
1/4" THICK CLEAR ACRYLIC
PANEL - COLOR (P2)

APPLIED TO SECOND
SURFACE.
1/4" THICK CLEAR ACRYLIC
PANEL - COLOR (P2)

APPLIED TO SECOND
SURFACE.

PICTOGRAM APPLIED TO

SECOND SURFACE - COLOR
(P1), FIELD COLOR (P2)
1"
8'-0"
A.F.F.

BACK ELEVATION
1/4" THICK CLEAR ACRYLIC
PANEL - COLOR (P2)

APPLIED TO SECOND
SURFACE.

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/2022100% DESIGN DEVELOPMENT 01/06/202330% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 As indicatedCOLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

SIGNAGE DETAILS
SG4.01
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDINGSIGN GENERAL NOTES

SIGN RAISED CHARACTER & BRAILLE NOTES
NTS 05SIGN MOUNTING 12" = 1'-0"01SIGN COLORS AND FONT TYPES NTS 06SIGN TYPE I-A (DOOR)
3" = 1'-0"17SIGN TYPE I-H (ENTRY SYMBOLS)
10SIGN TYPE I-F (ASSISTIVE LISTENING)
12SIGN TYPE I-P1 (MAXIMUM OCCUPANCY)16SIGN TYPE I-P2 (MAXIMUM OCCUPANCY/DIVISIBLE) 07SIGN TYPE I-B (WALL) 3" = 1'-0"11SIGN TYPE I-C 3" = 1'-0"19SIGN TYPE I-F1 (FIRE EXT.) 3" = 1'-0"23SIGN TYPE I-F2 (FIRE EXT.)

18" TALL X 3" DEEP LED HALO LIT

FABRICATED ALUMINUM COPY, PIN
MOUNTED 1 1/2" AWAY FROM FROM
MOUNTINGSURFACE. FONT TYPE (B), (P2).

INSULATED METAL PANEL BY OTHERS

1. 2.

NOTES:

SEE DETAIL 01/SG4.01 FOR FONT TYPES AND COLORS

LED COLOR TEMPERATURE (CONFIRM WITH LIGHTING)

1. 2.

NOTES:

SEE DETAIL 01/SG4.01 FOR FONT TYPES AND COLORS

LED COLOR TEMPERATURE (CONFIRM WITH LIGHTING)

4.24.8 10
SG4.02
2'-6" TALL, 4" DEEP FABRICATED

ALUMINUM COPY, LED INTERNALLY

ILLUMINATED FACE-LIT CHANNEL

COPY, TRANSLUCENT WHITE FACE,

FONT TYPE (B), PAINT ALL SIDES

OF ALUMINUM (P-TBD)

FASCIA BY OTHERS

INSULATED

METAL PANEL
BY OTHERS0'-10"1'-0"
FLOOR 2
3'-6" A.F.F.0'-8"FIREFIGHTERS OPERATION

FIRE RECALL
To recall elevators
Insert fire key and
turn to "ON"

IN CASE OF FIRE,
USE STAIRWAYS FOR EXIT.

DO NOT USE ELEVATOR.
4'-0" A.F.F.

MAX HEIGHT OF BOTTOM PORTION

OF EVACUATION SIGN
0'-2"EVACUATION INFORMATION1'-0"0'-2" 0'-3"
EQ

EVACUATION INFORMATION
0'-11"EQ
3'-0"1'-0"
1" TALL ETCHED

PAINT FILLED COPY

FINAL EVACUATION

COPY/GRAPHIC TO BE

PROVIDED BY SIGN

FABRICATOR FOR

ARCHITECT/OWNER

REVIEW, ETCHED AND

PAINT FILL
1/2" TALL ETCHED

PAINT FILLED COPY

ELEVATOR

DISPATCH SYSTEM

PER ELEVATOR

SPECIFICATIONS
1/4" TALL ETCHED

AND PAINT FILLED

COPY (AT FIRST

FLOOR ONLY)
1/4" TALL ETCHED

AND PAINT FILLED

COPY (AT FIRST

FLOOR ONLY)

FIREFIGHTERS'

PHONE JACK (AT

FIRST FLOOR ONLY)

SPEAKER

1. 2.

NOTES:

SEE DETAIL 01/SG4.01 FOR FONT TYPES AND COLORS

COORDINATE SIGN PANEL FACE LAYOUT WITH ELEVATOR CONTRACTOR

FRONT ELEVATION (HORIZONTAL PLAN LAYOUT)
3/32" THICK ALUMINUM SIGN
PANEL PAINTED - COLOR (P2)PUSH FOR HELP
AREA OF RECESSED 2-WAY

COMMUNICATION DEVICE

MOUNTED TO BACK OF SIGN

PANEL, COORDINATE PANEL
FACE LAYOUT WITH 2-WAY

COMMUNICATION DEVICE
5/8" TALL RAISED COPY,
FONT TYPE (A), COLOR (P1)

COPY SHALL NOT ENCROACH
ON IMAGINARY 1/2" BORDER

AROUND PERIMETER OF

SIGN PANEL
Persons able to use the exit
stairway do so as soon as possible,
unless they are assisting others.

After activation the two-way
emergency communication system,
wait here for assistance.

SOLID LIGHT:

CALLING
BLINKING LIGHT:

RECEIVED

BRAILLE
DIRECT PRINT 5/8" TALL

COPY, FONT TYPE (A),
COLOR (P1)0'-10"1'-8"
3'-4" A.F.F.

BOTTOM OF SIGN PANEL

1. 2.

NOTES:

SEE DETAIL 01/SG4.01 FOR FONT TYPES AND COLORS

LED COLOR TEMPERATURE (CONFIRM WITH LIGHTING)
B.1B.11'-0" TALL, 3" DEEP LED HALO

LIT FABRICATED ALUMINUM
COPY, PIN MOUNTED 1 1/2"

AWAY FROM FROM
MOUNTINGSURFACE. FONT
TYPE (B), (P2).

1. 2.

NOTES:

SEE DETAIL 01/SG4.01 FOR FONT TYPES AND COLORS

LED COLOR TEMPERATURE (CONFIRM WITH LIGHTING)
EQEQ
EQEQG

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/2022100% DESIGN DEVELOPMENT 01/06/202330% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 As indicatedCOLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

SIGNAGE DETAILS
SG4.02
03/20/2023
CheckerSPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDING 1/4" = 1'-0"05E-E (STEM BUILDING SIGN 1) 1/4" = 1'-0"06E-F (STEM BUILDING SIGN 2)
3" = 1'-0"07I-G (EVACUATION MAP/CALL BUTTON) 3" = 1'-0"15I-Q (2-WAY COMMUNICATION SYSTEM) 1/4" = 1'-0"14E-G (EXHIBIT BUILDING SIGN 3)

ANY APPLIANCE FOR WHICH THERE IS A CALIFORNIA

STANDARD ESTABLISHED IN THE APPLIANCE EFFICIENCY

REGULATIONS SHALL COMPLY WITH THE APPLIANCE
STANDARD.

COVERED PROCESS

REFRIGERATED WAREHOUSES, COMMERCIAL

REFRIGERATION, ENCLOSED PARKING GARAGES, PROCESS

BOILERS, AND COMPRESSED AIR SYSTEMS SHALL MEET THE
REQUIREMENTS WITHIN THIS SECTION.

BUILDING COMMISSIONING

PROCEDURES, REVIEWS, AND REPORTS SHALL BE FOLLOWED
AS DESCRIBED WITHIN THIS SECTION.

EQUIPMENT EFFICIENCY

HEATING AND COOLING EQUIPMENT EFFICIENCY

ANY SPACE-CONDITIONING EQUIPMENT SHALL BE INSTALLED

ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE

EQUIPMENT COMPLIES WITH ALL THE APPLICABLE

REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY
EFFICIENCY STANDARDS.

PIPE INSULATION

ALL HVAC PIPING, EXCEPT FOR THAT CONVEYING LIQUIDS
BETWEEN 40°F AND 350°F OR LOCATED WITHIN HVAC

EQUIPMENT, SHALL BE INSULATED IN ACCORDANCE WITHIN
THIS SECTION.

WATER HEATER CERTIFICATION

ANY SERVICE WATER-HEATING SYSTEM OR EQUIPMENT MAY

BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED

THAT THE SYSTEM OR EQUIPMENT COMPLIES WITH ALL OF

THE REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY
EFFICIENCY STANDARDS.

SERVICE WATER HEATING INSTALLATION

ON SYSTEMS THAT HAVE A TOTAL CAPACITY GREATER THAN
167,000 BTU/HR. OUTLETS THAT REQUIRE HIGHER SERVICE

WATER TEMPERATURES SHALL HAVE SEPARATE REMOTE
HEATERS, HEAT EXCHANGERS, OR BOOSTERS. CIRCULATING

SERVICE WATER-HEATING SYSTEMS SHALL HAVE A CONTROL

CAPABLE OF AUTOMATICALLY TURNING OFF THE
CIRCULATING PUMP WHEN HOT WATER IS NOT REQUIRED.

CONTROLS SHALL LIMIT THE OUTLET TEMPERATURE TO 110°F
FOR PUBLIC LAVATORIES.

POOL AND SPA EFFICIENCY AND CONTROL

A READILY ACCESSIBLE ON-OFF SWITCH, MOUNTED ON THE

OUTSIDE OF THE HEATER THAT ALLOWS SHUTTING OFF THE
HEATER WITHOUT ADJUSTING THE THERMOSTAT SETTING; A

PERMANENT, EASILY READABLE, AND WEATHERPROOF PLATE

OR CARD THAT GIVES INSTRUCTION FOR THE ENERGY

EFFICIENT OPERATION OF THE POOL OR SPA AND FOR THE

PROPER CARE OF POOL OR SPA WATER WHEN A COVER IS
USED. NO ELECTRIC RESISTANCE HEATING.

POOL AND SPA INSTALLATION

ANY POOL OR SPA HEATING SYSTEM OR EQUIPMENT SHALL
BE INSTALLED WITH ALL OF THE FOLLOWING: AT LEAST 36

INCHES OF PIPE BETWEEN THE FILTER AND THE HEATER TO

ALLOW FOR THE FUTURE ADDITION OF SOLAR HEATING
EQUIPMENT; A COVER FOR OUTDOOR POOLS OR OUTDOOR
SPAS; THE POOL SHALL HAVE DIRECTIONAL INLETS THAT
ADEQUATELY MIX THE POOL WATER; THE CIRCULATION PUMP

SHALL HAVE A TIME SWITCH THAT ALLOWS THE PUMP TO BE
SET TO RUN IN THE OFF-PEAK ELECTRIC DEMAND PERIOD.

POOL HEATERS SHALL NOT HAVE A PILOT LIGHT.

SPA HEATERS SHALL NOT HAVE A PILOT LIGHT.

GENERAL

WATER-SIDE SYSTEMS

SERVICE HOT WATER SYSTEMS
110.1
120.6
120.8
110.2(d)
120.1(c.2)
120.1(d.1)
120.1(d.2)
120.1(d.3)
120.2(e.1)
120.2(e.2)
120.2(f)
120.2(g)
120.2(i)
120.4
110.2(a)
120.3
110.3(a)
110.3(b)
110.3(c)
110.4(a)
110.4(b)
110.5(c)
110.5(d)

AIR-SIDE SYSTEMS

HEATING AND COOLING EQUIPMENT EFFICIENCY

ANY SPACE-CONDITIONING EQUIPMENT SHALL BE INSTALLED

ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE

EQUIPMENT COMPLIES WITH ALL THE APPLICABLE

REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY
EFFICIENCY STANDARDS.

HEAT PUMP CONTROLS

HEAT PUMPS WITH SUPPLEMENTARY ELECTRIC RESISTANCE
HEATERS SHALL HAVE CONTROLS: 1. THAT PREVENT

SUPPLEMENTARY HEATER OPERATION WHEN THE HEATING
LOAD CAN BE MET BY THE HEAT PUMP ALONE; AND 2. IN

WHICH THE CUT-ON TEMPERATURE FOR COMPRESSION

HEATING IS HIGHER THAN THE CUT-ON TEMPERATURE FOR

SUPPLEMENTARY HEATING, AND THE CUT-OFF

TEMPERATURE FOR COMPRESSION HEATING IS HIGHER THAN

THE CUT-OFF TEMPERATURE FOR SUPPLEMENTARY
HEATING.

THERMOSTATS

ALL UNITARY HEATING OR COOLING SYSTEMS, INCLUDING

HEAT PUMPS, NOT CONTROLLED BY A CENTRAL ENERGY

MANAGEMENT SYSTEM SHALL HAVE A SETBACK
THERMOSTAT.

FURNACE CONTROLS

GAS-FIRED AND OIL-FIRED FORCED AIR FURNACES WITH
INPUT RATINGS 225,000 BTU/H SHALL NOT HAVE A PILOT

LIGHT, AND SHALL HAVE EITHER POWER VENTING OR A FLUE
DAMPER.

NATURAL VENTILATION

NATURALLY VENTILATED SPACES SHALL BE PERMANENTLY
OPEN TO AND WITHIN 20 FEET OF OPERABLE WALL OR ROOF
OPENINGS TO THE OUTDOORS; THE OPENABLE AREA OF
WHICH IS NOT LESS THAN 5% OF THE CONDITIONED FLOOR
AREA OF THE NATURALLY VENTILATED SPACE. WHERE

OPENINGS ARE COVERED WITH LOUVERS OR OTHERWISE

OBSTRUCTED, OPENABLE AREA SHALL BE BASED ON THE
FREE UNOBSTRUCTED AREA THROUGH THE OPENING. THE

MEANS TO OPEN REQUIRED OPERABLE OPENINGS SHALL BE

READILY ACCESSIBLE TO BUILDING OCCUPANTS WHENEVER
THE SPACE IS OCCUPIED.

MINIMUM VENTILATION

EACH SPACE THAT IS NOT NATURALLY VENTILATED SHALL BE

VENTILATED WITH A MECHANICAL SYSTEM CAPABLE OF

PROVIDING AN OUTDOOR AIR RATE NO LESS THAN AS

REQUIRED BY THE CALIFORNIA ENERGY EFFICIENCY
STANDARDS.

PRE-OCCUPANCY VENTILATION PURGE

THE MINIMUM RATE OF OUTDOOR AIR OR THREE COMPLETE

AIR CHANGES SHALL BE SUPPLIED TO THE ENTIRE BUILDING

DURING THE ONE-HOUR PERIOD IMMEDIATELY BEFORE THE
BUILDING IS NORMALLY OCCUPIED.

DEMAND CONTROL VENTILATION

HVAC SINGLE ZONE SYSTEMS WITH AN OUTDOOR AIR

ECONOMIZER AND WITH A DESIGN OCCUPANT DENSITY, OR A

MAXIMUM OCCUPANT LOAD FACTOR FOR EGRESS PURPOSES
GREATER THAN OR EQUAL TO 25 PEOPLE PER 1000 SF SHALL

HAVE DEMAND CONTROL VENTILATION OR OCCUPANT
SENSOR VENTILATION CONTROLS.

TIME CONTROL

EACH SPACE-CONDITIONING SYSTEM SHALL BE INSTALLED

WITH CONTROLS THAT ARE CAPABLE OF AUTOMATICALLY

SHUTTING OFF THE SYSTEM DURING PERIODS OF NON-USE

AND SHALL HAVE EITHER AN AUTOMATIC TIME SWITCH

CONTROL DEVICE WITH AN ACCESSIBLE MANUAL OVERRIDE

THAT ALLOWS OPERATION OF THE SYSTEM FOR UP TO FOUR
HOURS; OR AN OCCUPANCY SENSOR; OR A FOUR-HOUR
TIMER THAT CAN BE MANUALLY OPERATED.

SETBACK AND SETUP CONTROL

THE CONTROL SHALL AUTOMATICALLY RESTART AND

TEMPORARILY OPERATE THE SYSTEM AS REQUIRED TO
MAINTAIN A SETBACK HEATING THERMOSTAT SETPOINT.

IF THE SYSTEM PROVIDES MECHANICAL HEATING AND A

SETUP COOLING THERMOSTAT SETPOINT IF THE SYSTEM
PROVIDES MECHANICAL COOLING.

OUTDOOR DAMPER CONTROL

OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE

INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE
UPON FAN SHUTDOWN.

ISOLATION ZONES

EACH SPACE-CONDITIONING SYSTEM SERVING MULTIPLE

ZONES WITH A COMBINED CONDITIONED FLOOR AREA OF
MORE THAN 25,000 SQUARE FEET SHALL BE DESIGNED,
INSTALLED, AND CONTROLLED TO SERVE ISOLATION AREAS.

AUTOMATIC DEMAND SHED CONTROLS

HVAC SYSTEMS WITH DDC TO ZONE LEVEL SHALL BE

PROGRAMMED TO ALLOW CENTRALIZED DEMAND SHED FOR
NON-CRITICAL ZONES.

ECONOMIZER FAULT DETECTION AND DIAGNOSTICS (FDD)

AIR-COOLED UNITARY DIRECT-EXPANSION UNITS EQUIPPED

WITH AN ECONOMIZER AND MECHANICAL COOLING AT AHRI
CONDITIONS OF GREATER THAN OR EQUAL TO 54.0 MBH
SHALL INCLUDE A FDD SYSTEM.

DUCT INSULATION

ALL AIR DISTRIBUTION SYSTEM DUCTS AND PLENUMS SHALL

BE INSTALLED, SEALED AND INSULATED TO MEET THE
REQUIREMENTS OF THE 2019 CMC SECTIONS 601, 602, 603,
604, 605.
110.2(a)
110.2(b)
110.2(c)
120.2(h)

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. 22.

23. 24.

25. 26.

27. 28.

29. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN

ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE.

THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS,

AND EXACT LOCATIONS AND ELEVATIONS OF PIPING BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR

BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED.

THE MECHANICAL CONTRACTOR SHALL ACQUIRE AND PAY FOR ALL PERMITS AND FEES.

COORDINATE MECHANICAL WORK WITH ALL OTHER TRADES (ELECTRICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, AND LANDSCAPE). REFER TO

ELECTRICAL, ARCHITECTURAL,STRUCTURAL, CIVIL, AND LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR DETAILS. COORDINATION SHALL OCCUR PRIOR TO FABRICATION, PURCHASE, AND/OR INSTALLATION OF ALL WORK.

COORDINATE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEM ROUTING PRIOR TO INSTALLATION. DUCTWORK ROUTING TAKES PRECEDENCE OVER OTHER DISCIPLINES INCLUDING FIRE PROTECTION.

DRAWINGS ARE DIAGRAMMATIC IN NATURE. PROVIDE ALL FITTINGS, TRANSITIONS AND/OR OFFSETS AS REQUIRED FOR A COMPLETE SYSTEM.

PRIOR TO COMMENCING ANY WORK VERIFY ALL EQUIPMENT LOCATIONS WITH

THE GENERAL CONTRACTOR, OTHER TRADES, ARCHITECT AND STRUCTURAL ENGINEER.

MECHANICAL SYSTEMS SEISMIC RESTRAINTS SHALL CONFORM TO "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS" AS PUBLISHED BY SMACNA 3RD EDITION 2008, ANSI/SMACNA 001-2008.

THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE SAFE KEEPING OF HIS OWN PROPERTY ON THE JOB SITE. OWNER ASSUMES NO RESPONSIBILITY

FOR THE PROTECTION OF PROPERTIES AGAINST, FIRE, SMOKE, THEFT, AND ENVIRONMENTAL CONDITIONS.

MECHANICAL MATERIALS, EQUIPMENT, DUCTWORK AND PIPING SHALL BE STORED IN ORDERLY PROFESSIONAL FASHION. ALL ITEMS SHALL BE COVERED AND PROTECTED FROM RAIN AND ALL OTHER ENVIRONMENTAL CONDITIONS.

VERIFY AND COORDINATE THE MAINTENANCE ACCESS AND CODE REQUIRED CLEARANCES FOR ALL MECHANICAL EQUIPMENT. INSTALL ALL WORK AND

COORDINATE THE WORK OF OTHER TRADES TO MAINTAIN CODE REQUIRED CLEARANCE AND ACCESS FOR PROPER MAINTENANCE OF EQUIPMENT.

PROVIDE EQUIPMENT TAGS FOR ALL MECHANICAL EQUIPMENT. TAG SHALL BE MADE OF BAKELITE WITH ETCHED 1/2" HIGH LETTERS. LOCATE TAG ON EQUIPMENT NEAR MANUFACTURERS NAMEPLATE.

PROVIDE DUCTWORK THAT CONFORMS TO THE "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" AS PUBLISHED IN THE LATEST EDITION OF THE CALIFORNIA MECHANICAL CODE. ACOUSTICAL LINING SHALL CONFORM TO SMACNA 2006 EDITION (ANSI / SMACNA 006-2006) STANDARDS.

FLEXIBLE DUCTWORK SHALL BE USED FOR CONNECTIONS TO AIR TERMINAL

DEVICES IN CONCEALED, LOW PRESSURE, ENVIRONMENTAL AIR DUCT SYSTEMS. FLEXIBLE DUCT CONNECTIONS SHALL BE 5’-0” MAXIMUM LENGTH

AND SHALL BE INSTALLED IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS.

REFRIGERANT PIPING SHALL BE SIZED AND ROUTED IN ACCORDANCE WITH MANUFACTURER’S REQUIREMENTS. REFRIGERANT SYSTEM SHALL INCLUDE

ALL ADDITIONAL TRAPS, VALVES, AND ACCESSORIES REQUIRED BY THE MANUFACTURER FOR THE INSTALLED PIPE ROUTING. PROVIDE MINIMUM 1”

CLOSED CELL FOAM INSULATION FOR ALL REFRIGERANT PIPING, ARMACELL “ARMAFLEX” OR SIMILAR. REFER TO SPECIFICATIONS.

THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING IN CONDUIT.

THERMOSTATS SHALL BE MOUNTED 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE.

THE MECHANICAL CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS.

DRAWINGS SHALL BE SUBMITTED IN AUTO CAD FORMAT. AS-BUILT DRAWINGS

SHALL BE COMPLETED AND SUBMITTED TO ENGINEER/ARCHITECT PRIOR TO SUBSTANTIAL COMPLETION. ENGINEER WILL NOT PERFORM PUNCH LIST UNTIL AS-BUILT DRAWINGS ARE RECEIVED.

PROVIDE COMPLETE AIR AND WATER BALANCE FOR ALL MECHANICAL SYSTEMS. BALANCING CONTRACTOR SHALL BE AN INDEPENDENT THIRD PARTY AND A MEMBER OF "AABC" OR THE "NEBB". MECHANICAL CONTRACTOR

SHALL PROVIDE ALL NECESSARY BELTS SHEAVES AND PULLEYS AS REQUIRED

BY THE BALANCING CONTRACTOR TO COMPLETE THE BALANCING OF THE SYSTEM.

DUCT SIZES INDICATED ON PLANS ARE THE "FREE" INSIDE DIMENSION OF THE DUCT. THE CONTRACTOR SHALL INCREASE THE SIZE OF THE DUCT TO ACCOMMODATE ACOUSTICAL AND / OR PERFORATED LINERS.

SEAL ALL DUCT SYSTEMS AIRTIGHT USING MASTIC AND/OR LIQUID ELASTIC SEALANT. "DUCT TAPE" SHALL NOT BE USED.

PROVIDE VOLUME DAMPERS FOR EACH SUPPLY DIFFUSER AS WELL AS FOR

RETURN AND EXHAUST OPENINGS AS REQUIRED BY THE BALANCING CONTRACTOR TO BALANCE THE SYSTEM. LOCATE DAMPER AS FAR UPSTREAM AS POSSIBLE. FOR ALL VOLUME DAMPERS LOCATED ABOVE CEILINGS PROVIDE 12" LONG 1/2" WIDE FLUORESCENT ORANGE TAPE TO MARK DAMPER LOCATIONS.

PROVIDE "PETE'S PLUG" TYPE TEST WELLS BEFORE AND AFTER EACH EACH

PIECE OF EQUIPMENT REQUIRING BALANCING OR MONITORING IN THE

HYDRONIC SYSTEMS INCLUDING BUT NOT LIMITED TO COILS, HEAT

EXCHANGERS, CONTROL VALVES, TEMPERATURE AND / OR PRESSURE SENSORS, ETC. PROVIDE ADDITIONAL TEST WELLS AS REQUIRED BY THE COMMISSIONING AGENT.

DUCT SYSTEMS USED WITH BLOWER TYPE EQUIPMENT WHICH ARE PORTIONS

OF HEATING COOLING, ABSORPTION, EVAPORATIVE COOLING OR OUTDOOR AIR VENTILATION SYSTEM SHALL BE SIZED IN ACCORDANCE WITH CHAPTER 17 OF THE CALIFORNIA MECHANICAL CODE.

AIR-MOVING SYSTEMS SUPPLYING AIR IN EXCESS OF 2000 CFM SHALL BE

INTERLOCKED TO AND SHUTDOWN BY AREA WIDE FIRE ALARM SYSTEM SIGNAL. FOR BUILDINGS WITHOUT AREA WIDE SYSTEM THE EQUIPMENT SHALL

BE EQUIPPED WITH AN AUTOMATIC SHUTOFF ACTIVATED BY SMOKE DETECTOR LOCATED IN THE MAIN SUPPLY-AIR DUCT.

PROVIDE TURNING VANES IN ALL 90° MITERED ELBOWS
DUCT SYSTEMS SHALL BE SEALED TO A LEAKAGE RATE NOT TO EXCEED 6% OF THE NOMINAL AIR HANDLER AIRFLOW RATE. CONFIRM THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING.

ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED WITH ADEQUATE

CLEARANCE FOR MAINTENANCE ACCESS, PER MANUFACTURER'S
REQUIREMENTS.

REFER TO ARCHITECTURAL PLANS FOR LOCATION OF FIRE AND/OR SMOKE SEPARATION WALLS. THE MECHANICAL CONTRACTOR SHALL PROVIDE FIRE AND/OR SMOKE DAMPERS FOR ALL RATED WALLS/CEILINGS/ASSEMBLIES. 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.
2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.; (2021 INTERNATIONAL BUILDING CODE OF THE INTERNATIONAL CODE

COUNCIL, WITH CALIFORNIA AMENDMENTS)
2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.; (2020 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION

ASSOCIATION, NFPA)
2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.; (2021 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION OF

PLUMBING AND MECHANICAL OFFICIALS, IAPMO)
2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.; (2021 UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION OF

PLUMBING AND MECHANICAL OFFICIALS, IAPMO)
2022 ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.;
2022 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.;
(2021 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL) 2022 CALIFORNIA GREEN BUILDING CODE (CAL GREEN), PART 11, TITLE 24 C.C.R. 2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. 2022 TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.

PARTIAL LIST OF APPLICABLE STANDARDS
ASHRAE 62.1 VENTILATION FOR ACCEPTABLE INDOOR AIR VERSION 2019

QUALITY
ASHRAE 55 THERMAL COMFORT FOR HUMAN OCCUPANCY VERSION 2017 ASHRAE G36 HIGH PERFORMANCE SEQUENCE OF OPERATIONS
FOR HVAC SYSTEMSVERSION 2018
NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2016 EDITION
(CALIFORNIA AMENDED)
NFPA 14 STANDPIPE SYSTEMS2016 EDITION
(CALIFORNIA AMENDED)
NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS2017 EDITION
NFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS2017 EDITION NFPA 20 STATIONARY PUMPS2016 EDITION
NFPA 24 PRIVATE FIRE SERVICE MAINS2016 EDITION
(CALIFORNIA AMENDED)
NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2016 EDITION (CALIFORNIA AMENDED)
(NOTE: SEE UL STANDARD 1971 FOR "VISUAL
DEVICES")
NFPA 80 FIRE DOOR AND OTHER OPENING PROTECTIVES 2016 EDITION NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING 2019 EDITION

SYSTEMS
NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2015 EDITION (CALIFORNIA AMENDED)
BUILDING CODES: (APPLICABLE AS OF JANUARY 1, 2023)

ABBREVIATIONDESCRIPTION

AAIR, AMPS

AAVAUTOMATIC AIR VENT

ABVABOVE

ACAIR CONDITIONING

ACTACOUSTICAL CEILING TILE

ADACCESS DOOR

AFFABOVE FINISH FLOOR

AFUEANNUAL FUEL UTILIZATION EFFICIENCY

AHJAUTHORITY HAVING JURISDICTION

AHUAIR HANDLING UNIT

AMBAMBIENT

APDAIR PRESSURE DROP

ASHRAEAMERICAN SOCIETY OF HEATING, REFRIGERATION
AND AIR-CONDITIONING ENGINEERS, INC.

ASSYASSEMBLY

ATMATMOSPHERE

BBOILER

BFFBELOW FINISHED FLOOR

BHPBRAKE HORSE POWER

BELBELOW

BODBOTTOM OF DUCT

BOPBOTTOM OF PIPE

BTUHBRITISH THERMAL UNIT PER HOUR

BVBALL VALVE

CCONDENSATE PIPING

CACOMPRESSED AIR

CAPCAPACITY

CDCEILING DIFFUSER, CONDENSATE DRAIN

CFGCEILING FIRE DAMPER

CFMCUBIC FEET PER MINUTE

CGCEILING GRILLE

CHCHILLER

CHRCHILLED WATER RETURNED

CHSCHILLED WATER SUPPLY

CVCHECK VALVE

CLGCEILING, COOLING

COCARBON MONOXIDE SENSOR
CO2CARBON DIOXIDE SENSOR

COMBCOMBINATION, COMBUSTION

CONDCONDENSER, CONDENSATE

CONTCONTINUE, CONTROL

COPCOEFFICIENT OF PERFORMANCE

CRCONDENSER WATER RETURN

CSCONDENSER WATER SUPPLY
CxCOMISSIONING
CxACOMISSIONING AGENT
(D)DEMOLISH

DBDRY BULB
dBDECIBEL

DDCDIRECT DIGITAL CONTROL

DIADIAMETER
DNDOWN
ØDIAMETER

EXISTEXISTING
(E)EXISTING

EAEXHAUST AIR

EATENTERING AIR TEMPERATURE

EERENERGY EFFICIENCY RATIO

EFEXHAUST FAN

EGEXHAUST GRILLE

ELECELECTRICAL

EMSENERGY MANAGEMENT SYSTEM

EQUIVEQUIVALENT

ESPEXTERNAL STATIC PRESSURE

ETEXPANSION TANK

EVAPEVAPORATOR, EVAPORATIVE

EWTENTERING WATER TEMPERATURE

FFAHRENHEIT

FCFLUID COOLER

FCUFAN COIL UNIT

FDFIRE DAMPER

FLAFULL LOAD AMPS

FLRFLOOR

FLTRFILTER

FPMFEET PER MINUTE

FPSFEET PER SECOND

FSDCOMBINATION FIRE SMOKE DAMPER

FTFOOT, FEET

FVFACE VELOCITY
GAGAGE

GALGALLONS

GPMGALLONS PER MINUTE

GRDGRILLES, REGISTERS, AND DIFFUSERS

GWRGLYCOL WATER RETURN PIPING

GWSGLYCOL WATER SUPPLY PIPING

HHUMIDISTAT, HEIGHT
HDHEAD

HORIZHORIZONTAL

HPHORSE POWER, HEAT PUMP

HTGHEATING

HVACHEATING VENTILATION AND AIR CONDITIONING

HHRHEATING WATER RETURN

HHSHEATING WATER SUPPLY

HZHERTZ

IAQINDOOR AIR QUALITY

ININCHES

IN WCINCHES WATER COLUMN

KWKILOWATT

LATLEAVING AIR TEMPERATURE

LBSPOUNDS

LRALOCKED ROTOR AMPS

LVRLOUVER

LWTLEAVING WATER TEMPERATURE

MATMIXED AIR TEMPERATURE

MBHTHOUSAND BRITISH THERMAL UNITS PER HOUR

MECHMECHANICAL

MERVMINIMUM EFFICIENCY REPORTING VALUE

MCMECHANICAL CONTRACTOR

MCAMINIMUM CIRCUIT AMPACITY

MOCPMAXIMUM OVER CURRENT PROTECTION

NANOT APPLICABLE

NCNORMALLY CLOSED, NOISE CRITERIA

NICNOT IN CONTRACT

NONORMALLY OPEN

NTSNOT TO SCALE

OAOUTSIDE AIR

OBDOPPOSED BLADE DAMPER

OCON CENTER

ODOUTSIDE DIAMETER
PPUMP

PDPRESSURE DROP

POCPOINT OF CONNECTION

PODPOINT OF DISCONNECTION

PRVPRESSURE REDUCING VALVE

PSIPOUNDS PER SQUARE INCH

RARETURN AIR, RELIEF AIR

REFREFRIGERANT

RGRETURN GRILLE

RHRELATIVE HUMIDITY

RLREFRIGERANT LIQUID LINE

RLARATED LOAD AMPS

RPMREVOLUTIONS PER MINUTE

RTUROOF TOP UNIT

SSENSOR

SASUPPLY AIR, SOUND ATTENUATOR

SATSUPPLY AIR TEMPERATURE

SFSUPPLY FAN, SQUARE FOOT

SGSUPPLY GRILLE

SIMSIMILAR

SLREFRIGERANT SUCTION LINE

SMACNASHEET METAL AND AIR-CONDITIONING

CONTRACTOR NATIONAL ASSOCIATION

SOOSEQUENCE OF OPERATION

STSOUND TRAP

TDTEMPERATURE DIFFERENCE

TDHTOTAL DYNAMIC HEAD

TEMPTEMPERATURE

TGTRANSFER GRILLE

TODTOP OF DUCT

TOPTOP OF PIPE

TOSTOP OF STEEL / STRUCTURE

TSPTOTAL STATIC PRESSURE

T'STATTHERMOSTAT

TUTERMINAL UNIT

TYPTYPICAL

UHUNIT HEATER
VVOLT

VAVVARIABLE AIR VOLUME

VDVOLUME DAMPER

VELVELOCITY

VENTVENTILATION, VENTILATOR

VFDVARIABLE FREQUENCY DRIVE

WWATT, WIDE, WATER
W/WITH

W/OWITHOUT

WBWET BULB TEMPERATURE

WTWEIGHT

MOTORIZED DAMPER
SP
BP
SD
AF
A
T
MD

OPERABLE WINDOW

CONTACT
WC

DCOPERABLE DOOR

CONTACT
DP

DUCT SMOKE DETECTOR

TEMPERATURE TRANSMITTER

AQUASTAT

AIRFLOW MEASURING UNIT

DUCT STATIC PRESSURE

TRANSMITTER

BUILDING PRESSURE

TRANSMITTER

DIFFERENTIAL

PRESSURE

TRANSMITTER
VFD
DDC

VARIABLE FREQUENCY DRIVE

MAIN BUILDING DIRECT DIGITAL CONTROL PANEL
AUTOMATIC CONTROL VALVE, 2-WAY
AUTOMATIC CONTROL VALVE, 3-WAY
----
TYPE

TYPEDESCRIPTION

T THERMOSTAT

Z ZONE TEMPERATURE SENSOR - W/ LOCAL OVERRIDE / DISPLAY

S SPACE TEMPERATURE SENSOR- STAINLESS STEEL FLAT PLATE

R HUMIDISTAT OR HUMIDITY SENSOR

C CARBON DIOXIDE SENSOR

CO CARBON MONOXIDE SENSOR

EXAMPLE
TCR= THERMOSTAT WITH CO2 AND HUMIDISTAT SENSOR

GENERAL CONTROL NOTES

1. 2.

3. 4.

BUILDING EMS TO INTERCONNECT WITH EXISTING CAMPUS EMS SYSTEM FOR FULL CONTROL AND MONITORING.

BUILDING EMS TO CONNECT TO LIGHTING CONTROL PANELS THROUGH BACNET INTERFACE CARD.

BUILDING CONTROLS TO COMPLY WITH OWNER CONTROLS STANDARDS.

MOTOR STARTERS SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR.

STARTERS SHALL BE EQUAL TO CERUS MODEL 'BAS'.

DEFINITION:

THERMOSTAT - FACTORY PROVIDED WITH ON-BOARD CONTROL LOGIC AND LOCAL USEABILITY CONTROLS. CONNECT TO EMS FOR MONITORING ONLY.

ZONE TEMPERATURE SENSOR W/ LOCAL OVERRIDES - FIELD PROVIDED SENSOR WITH WIRING TO CENTRAL EMS WITH LOCAL USER OVERRIDE CONTROLS. MOUNT FLUSH AND AT EQUAL HEIGHT WITH LIGHT SWITCHES AND OTHER DEVICES.

SENSOR MODEL TO BE APPROVED BY THE ARCHITECT.

SPACE TEMPERATURE SENSOR W/O LOCAL OVERRIDES - FIELD PROVIDED

SENSOR WITH WIRING TO CENTRAL EMS WITHOUT LOCAL USER OVERRIDE CONTROLS EQUAL TO KELE ST-S. EXACT SENSOR TYPE TO MATCH ARCHITECTURAL FEATURES AND TO BE APPROVED BY THE ARCHITECT. 24x10

TRANSITION - ECCENTRIC
DUCT RISE / DROP W/ 90° ELBOWS
(RECTANGULAR DUCTS)
45° ELBOW, R/D OR R/W=1.5
DUCT RISE / DROP W/ 90° ELBOWS
(ROUND AND / OR OVAL DUCT)
DUCT RISE / DROP W/ 45° ELBOWS
(RECTANGULAR DUCTS)
DUCT RISE / DROP W/ 45° ELBOWS
(ROUND AND / OR OVAL DUCTS)
90° ELBOW, R/D OR R/W=1.5

TRANSITION OR REDUCER

SOUNDLINED DUCTWORK

RECTANGULAR DUCT DN

RECTANGULAR DUCT UP

ROUND OR OVAL DUCT DN

ROUND OR OVAL DUCT UP

FLEXIBLE CONNECTION

DUCT SIZE (CLEAR INSIDE DIMENSION IN

INCHES)

TRANSITION - RECTANGULAR TO ROUND

RADIUS TEE

SQUARE TEE W/ TURNING VANES

RADIUS TAP IN

BULLHEAD TEE

MITERED ELBOW WITH TURNING
VANES
90° CONICAL TAP
90° STRAIGHT TAP
45° TAP
90° TAP WITH 45° BEVEL

WYE FITTING

RETURN AIR DUCT UP AND DOWN

SUPPLY AIR DUCT UP AND DOWN

RETURN DUCT ROOF PENETRATION

SUPPLY DUCT ROOF PENETRATION

EXHAUST AIR DUCT UP AND DOWN

EXHAUST DUCT ROOF PENETRATION
WYE AND 45° ELBOW W/ REDUCER
(ROUND AND / OR OVAL DUCT)

CHILLED WATER SUPPLY PIPING

CHILLED WATER RETURN PIPING

HEATING WATER SUPPLY PIPING

HEATING WATER RETURN PIPING
CHS
CHR
HHS
HHR

CONTINUATION OF PIPING

DUCT SMOKE DETECTOR

SHUT-OFF VALVE ABOVE GRADE

MANUAL VOLUME DAMPER

SMOKE DAMPER

FIRE DAMPER

FIRE / SMOKE DAMPER

BACK DRAFT DAMPER

SYMBOLDESCRIPTION
SD

SUPPLY DIFFUSER

RETURN GRILLE

EXHAUST GRILLE

ELECTRONIC REMOTE DAMPER

MECHANICAL REMOTE DAMPER

REMOTE DAMPER CONTROL LOCATIONRDCL

POINT OF CONNECTION

POINT OF DISCONNECTION

REFRIGERANT PIPINGREF

CONTINUATION OF DUCT
(NOT TO SCALE)

5.201.1

5.504.3

5.504.5.3

5.504.5.3.1

5.410.3

5.410.4.3.1

5.410.4.4

5.410.4

5.410.4.5

5.504.4.1

5.506.1

5.506.2
702.1
702.2
703.1

COMPLY WITH REQUIREMENTS OF CALIFORNIA ENERGY
CODE (CCR TITLE-24, PART 6, 2019)

PERFORM TESTING AND ADJUSTING PROCEDURES IN

ACCORDANCE WITH INDUSTRY BEST PRACTICES AND
APPLICABLE NATIONAL STANDARDS ON EACH SYSTEM.

TESTING AND ADJUSTING OF SYSTEMS SHALL BE REQUIRED
FOR BUILDINGS LESS THAN 10,000 SQFT OR NEW SYSTEMS
TO SERVE AN ADDITION OR ALTERATION.

BEFORE A NEW SPACE-CONDITIONING SYSTEM SERVING A

BUILDING OR SPACE IS OPERATED FOR NORMAL USE, THE

SYSTEM SHALL BE BALANCED IN ACCORDANCE WITH THE

PROCEDURES DEFINED BY THE TESTING, ADJUSTING, AND
BALANCING BUREAU NATIONAL STANDARDS; THE NATIONAL

ENVIRONMENTAL BALANCING BUREAU PROCEDURAL
STANDARDS; OR ASSOCIATED AIR BALANCE COUNCIL
NATIONAL STANDARDS.

AFTER COMPLETION OF TESTING, ADJUSTING AND

BALANCING, PROVIDE A FINAL REPORT OF TESTING SIGNED

BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE
SERVICES.

BUILDING OWNER SHALL BE PROVIDED WITH DETAILED

OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES

OF GUARANTEES AND WARRANTIES FOR EACH SYSTEM
PRIOR TO FINAL INSPECTION.

ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE

PRIMERS, SEALANTS, SEALANT PRIMERS AND CAULKS

SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION

CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES
WHERE APPLICABLE OR SCAQMD RULE 1168 VOC LIMITS, AS
SHOWN IN TABLES 5.504.4.1 & 5.504.4.2.

AEROSOL ADHESIVES AND SMALLER UNIT SIZES OF

ADHESIVES AND SEALANT OR CAULKING COMPOUNDS (IN

UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT

WEIGH MORE THAN ONE POUND AND DO NOT CONSIST OF
MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH

STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS,

INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC

COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS,
TITLE 17, COMMENCING WITH SECTION 94507.

AT THE TIME OF ROUGH INSTALLATION AND DURING

STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL

STARTUP OF THE HEATING, COOLING, AND VENTILATION

EQUIPMENT, ALL DUCT AND OTHER AIR DISTRIBUTION

COMPONENT OPENINGS SHALL BE COVERED WITH TAPE,

PLASTIC, SHEETMETAL, OR OTHER METHODS ACCEPTABLE

TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF

DUST, WATER, AND DEBRIS WHICH MAY ENTER THE
SYSTEM.

IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE

REGULARLY OCCUPIED AREAS OF THE BUILDINGS WITH AIR

FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT
PROVIDES AT LEAST A MERV 13. MERV 13 FILTERS SHALL BE

INSTALLED PRIOR TO OCCUPANCY AND

RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF
THE SAME VALUE SHALL BE INCLUDED IN THE M&O MANUAL.

INSTALLED FILTERS SHALL BE CLEARLY LABELED BY THE
MANUFACTURER INDICATING THE MERV RATING.

FOR MECHANICALLY OR NATURALLY VENTILATED SPACES

IN BUILDINGS, MEET THE MINIMUM REQUIREMENTS OF
SECTION 120.1 OF THE CALIFORNIA ENERGY CODE, CCR
TITLE 24, PART 6 AND CHAPTER 4 OF CCR, TITLE 8 OR THE

APPLICABLE LOCAL CODE WHICHEVER IS MORE
STRINGENT.

FOR BUILDINGS EQUIPPED WITH DEMAND CONTROL
VENTILATION, CO2 SENSORS AND VENTILATION CONTROLS

SHALL BE SPECIFIED AND INSTALLED IN ACCORDANCE WITH

THE REQUIREMENTS OF THE LATEST EDITION OF THE
CALIFORNIA ENERGY CODE, CCR, TITLE 24, PART 6, SECTION
120.1(c).1.

HVAC SYSTEM INSTALLERS SHALL BE TRAINED AND

CERTIFIED IN THE PROPER INSTALLATION OF HVAC

SYSTEMS INCLUDING DUCTS AND EQUIPMENT BY A

NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR
CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY

PERFORM HVAC INSTALLATIONS WHEN UNDER THE DIRECT

SUPERVISION AND RESPONSIBILITY OF A PERSON TRAINED

AND CERTIFIED TO INSTALL HVAC SYSTEMS OR
CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS.

ACCEPTABLE HVAC TRAINING AND CERTIFICATION

PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE
FOLLOWING: 1) STATE CERTIFIED APPRENTICESHIP
PROGRAMS, 2) PUBLIC UTILITY TRAINING PROGRAMS, 3)

TRAINING PROGRAMS SPONSORED BY TRADE, LABOR, OR

STATEWIDE ENERGY CONSULTING OR VERIFICATION
ORGANIZATIONS, 4) PROGRAMS SPONSORED BY
MANUFACTURING ORGANIZATIONS, 5) OTHER PROGRAMS
ACCEPTABLE TO THE ENFORCING AGENCY.

SPECIAL INSPECTORS MUST BE QUALIFIED AND ABLE TO

DEMONSTRATE COMPETENCE IN THE DISCIPLINE THEY ARE
INSPECTING.

THE BUILDING OWNER SHALL BE PROVIDED WITH THE FINAL

REPORT OF ALL INSPECTION VERIFICATIONS AND REPORTS
REQUIRED BY THE ENFORCING AGENCY.
1 M7.01

DOOR LOUVER

TRANSOM LOUVER

UNDERCUT DOOR

SUPPLY AIR FLOW DIRECTION

OUTSIDE AIR FLOW DIRECTION

EXHAUST AIR FLOW DIRECTION

RETURN AIR FLOW DIRECTION

KEYNOTE SYMBOL

EQUIPMENT TAG SYMBOL

DETAIL NUMBER

SSHEET NUMBER

DIFFUSER IDENTIFICATION, NECK SIZE

AIR FLOW, NUMBER OF OCCURRENCES
D/L
T/L
U/C
EA
OA
?
?
RA
SA
S-1: 12"
200TYP.3
(NOT TO SCALE)

1. 2.

3. 4.

5. 6.

ALL EQUIPMENT, PIPING, UTILITIES, AND THEIR CONNECTIONS SHALL BE

SEISMICALLY BRACED PER LATEST CBC AND LATEST EDITION OF SMACNA SEISMIC RESTRAINT MANUAL, BASED ON SEISMIC HAZARD LEVEL A. MAINTAIN A COPY OF SMACNA SEISMIC RESTRAINT MANUAL ON SITE.

LIMITS TO NON-STRUCTURAL ITEMS SUSPENDED FROM CONCRETE FILLED METAL DECKING: HANGERS SUPPORTED BY METAL DECKING WITH

STRUCTURAL CONCRETE FILL MAY BE INSTALLED USING ICC-ES APPROVED ANCHORAGE SYSTEMS. DO NOT SUPPORT UTILITIES FROM METAL DECK WITHOUT CONCRETE. HANGERS FROM CONCRETE FILLED DECK, WHERE OCCURS, ARE LIMITED TO 4-INCH DIAMETER PIPE MAXIMUM. LOCATE HANGERS TWO FLUTES APART ON SAME DECK SPAN. SUPPORT LARGER PIPING FROM STRUCTURAL BEAMS OR COLUMNS. ADD DOUBLE UNISTRUT SPREADERS AS NECESSARY.

PROVIDE SHOP DRAWINGS WITH LARGE SCALE PLANS AND SECTIONS SHOWING HANGERS AND BRACING LOCATIONS. SHOP DRAWINGS SHALL BE

PREPARED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA AND SHALL BE STAMPED AND SIGNED. INDICATE HANGERS AND BRACING LOADS ON STRUCTURAL FRAMING PLANS. REFERENCE RELEVANT DETAILS FROM SMACNA SEISMIC RESTRAINT MANUAL.

EXPANSION ANCHORS AND EPOXY ANCHORS, WHERE USED, SHALL HAVE A

MINIMUM EMBEDMENT OF EIGHT TIMES THE ANCHOR DIAMETER AND A MINIMUM EDGE DISTANCE OF 10 TIMES THE DIAMETER. EXPANSION ANCHORS AND EPOXY ANCHORS MUST HAVE CURRENT AND VALID ICC REPORT. SHOT PINS ARE NOT ACCEPTABLE.

UNLESS SPECIFIED ON STRUCTURAL DRAWINGS, ANY ALTERATIONS OR

MODIFICATIONS TO A STRUCTURAL ELEMENT BY CUTTING, DRILLING, BORING, BRACING, WELDING, ETC. SHALL HAVE WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD AND DSA PRIOR TO STARTING WORK.

SEE GENERAL NOTES ON STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202250% DESIGN DEVELOPMENT 12/02/2022100% DESIGN DEVELOPMENT 01/06/202330% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025COLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

MECHANICAL

LEGENDS AND

GENERAL NOTES
M0.10
01/06/2023
LPASPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDINGTITLE-24 MECHANICAL MANDATORY MEASURESGENERAL NOTES

APPLICABLE CODES

ABBREVIATIONS

CONTROL DIAGRAM

CONTROL SYSTEM (PLAN VIEW)

MECH LEGEND CALGREEN BUILDING STANDARDS

NON-RESIDENTIAL MANDATORY MEASURES

ANNOTATION SYMBOLS

GENERAL STRUCTURAL NOTES

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202250% DESIGN DEVELOPMENT 12/02/2022100% DESIGN DEVELOPMENT 01/06/202330% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025COLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

MECHANICAL

SCHEDULES
M0.20
01/06/2023
LPASPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDING23 - FAN SCHEDULE (EXHAUST) TAG
UNIT

SERVICELOCATION TYPE

AIRFLOW
(CFM)

EXT STAIC

PRESSURE
(IN-WG)

MOTOR DATA SOUND
POWER
(SONES / dBA)

ELECTRICAL

UNIT SIZE
(L"xW"xH")

OPERATING
WEIGHT
(LBS.)EM. POWER

CONTROLS
DETAIL NO.

SPECIFICATION

SECTION REMARKSMFRMODELHPRPMVOLTAGE PHASE
EF-1 GREENHECK SQ-160-VG GENERAL EXHAUST MECH. ROOM 103 CENTRIFUGAL INLINE 3,000 1.5 2 1650 12.6 / 65 208 V 3 28"x26"x26" 175 N 1 23 - VARIABLE REFRIGERANT CONDENSING UNIT SCHEDULE
TAG
UNIT

SERVICELOCATION

NOMINAL

CAPACITY
(TONS)

AMBIENT
(°F)

COOLING HEATING REFRIGERANT PER MODULE
VOLT. PHASE

ELECTRICAL EFFICIENCY
EM.

POWER
(Y / N)
UNIT SIZE (W"xD"xH")OPERATING WEIGHT (LBS.)

INSTALL
DETAIL NO.

CONTROLS
DETAIL NO.

SPECIFICATION

SECTION REMARKSMFRMODELMODULES
RATED

CAPACITY
(MBH)

CAPACITY
(MBH) REFRIGERANT

FACTORY

CHARGE (LBS)
MODULE 1 MODULE 2 MODULE 3
EER IEER COP MODULE 1 MODULE 2 MODULE 3 MODULE 1 MODULE 2 MODULE 3MCA MOCP MCA MOCP MCA MOCP VRF-1 TOSHIBA-CARRIER MMY-UP4801HT6P-UL HEAT PUMP MUP1681HT6P-UL + MUP1681HT6P-UL + MUP1441HT6P-ULAHU-1BUILDING EXTERIOR @ GRADE 40 98 480540R-410A 19.8 /19.8 / 19.8 460 V 3 27.4 40 27.4 40 27.4 35 9.97 - 3.2 N 51.4" x 31.3" x 66.5" 51.4" x 31.3" x 66.5" 51.4" x 31.3" x

66.5"
800 800 750 1, 2, 3
VRF-2 TOSHIBA-CARRIER MMY-UP2401HT6P-UL HEAT PUMPMUP1441HT6P-UL + MUP0961HT6P-ULAHU-2BUILDING EXTERIOR @ GRADE 20 98 240270R-410A 19.8 / 13.2 460 V 3 24.6 35 17.5 20 - - 10.3 - 3.99 N 51.4" x 31.3" x 66.5" 39.6 "x 31.3" x 66.5"-750 550 -1, 2, 3 VRF-3 TOSHIBA-CARRIER MMY-MUP1201FT6P-UL HEAT RECOVERYMMY-MUP1201FT6P-ULVFC-1, VFC-2, VFC-3, VFC-4 BUILDING EXTERIOR @ GRADE 10 98 120135R-410A19.8 460 V 3 24.2 30 - - - - 11.1 - 4.09 N 51.4" x 31.3" x 66.5"--750 --1, 2, 3 23 - VARIABLE REFRIGERANT FAN COIL UNIT SCHEDULE
TAG
UNIT

SERVICE TYPE

OUTDOOR
UNIT

AIRFLOW
(CFM)

COOLING HEATING
OUTPUT
(MBH)

ELECTRICAL

UNIT SIZE
(W"xH"xD")

OPERATING

WEIGHT (LBS)

FILTER BOX SIZE
(W"xH"xD")

FILTER BOX

WEIGHT (LBS)

INSTALL
DETAIL NO.

CONTROL
DETAIL NO.

SPECIFICATION
SECTION REMARKSMFRMODEL NO.TOTAL (MBH)VOLT. PHASE MCA MOCP VFC-1 CARRIER-TOSHIBAMMK-UP0121HP-UL-HIGH WALLEMRWALL MOUNTED VRF-3 320 12.0 13.5 230 1 0.3 15 32 x 12 x 10 30 N / A N / A 1, 2, 3, 7 VFC-2 CARRIER-TOSHIBA MMD-UP0361HP-UL-01-HIGH STATIC DUCT STAFF OFFICE / BREAK ROOM DUCTED VRF-3 1,130 36.0 40.0 230 1 3.4 15 56 x 12 x 30 110 10-5/8 x 27-5/8 x 5/8 55 1, 2, 4, 5, 6 VFC-3 CARRIER-TOSHIBAMMK-UP0241HP-UL-HIGH WALLIDFWALL MOUNTED VRF-3 700 24.0 27.0 230 1 0.6 15 42 x 13 x 10 40 N / A N / A 1, 2, 3, 7 VFC-4 CARRIER-TOSHIBAMMK-UP0241HP-UL-HIGH WALLELECTRICAL ROOM WALL MOUNTED VRF-3 700 24.0 27.0 230 1 0.6 15 42 x 13 x 10 40 N / A N / A 1, 2, 3, 7 23 - SPLIT SYSTEM (MINI) INDOOR UNIT SCHEDULE
TAG
UNIT

SERVICE LOCATION TYPE

NOMINAL

CAPACITY
(TONS)

AIRFLOW
(CFM)
MIN. OSA
(CFM)

COOLING HEATING

POWERED FROM

OUTDOOR UNIT

ELECTRICAL

UNIT SIZE
(L"xW"xH")

OPERATING
WEIGHT (LBS.)

FILTER BOX SIZE
(L"xW"xH")

FILTER BOX
WEIGHT
(LBS.)

INSTALL
DETAIL NO.

CONTROLS
DETAIL NO.

SPECIFICATION

SECTION REMARKSMFRMODEL

CAPACITY
(MBH)

CAPACITY
(MBH)VOLTAGE PHASE
FC-1 TOSHIBA RAV-HB361BTP-UL STEM 113 CEILING DUCTED3 1130 450 36 40 YES 208 V 1 55.25 X 29.63 X 11 100 50 X 10 X 24 55 1, 2, 3, 4 FC-2 TOSHIBA RAV-HB361BTP-UL STEM 112 CEILING DUCTED3 1130 450 36 40 YES 208 V 1 55.25 X 29.63 X 11 100 50 X 10 X 24 55 1, 2, 3, 4 23 - SPLIT SYSTEM (MINI) OUTDOOR UNIT SCHEDULE
TAG
UNIT

SERVICELOCATION

NOMINAL

CAPACITY
(TONS)

AMBIENT
(F)

COOLING HEATING REFRIGERANT ELECTRICAL

UNIT SIZE
(L"xW"xH")

OPERATING
WEIGHT
(LBS.)

INSTALL
DETAIL NO.

CONTROLS
DETAIL NO.

SPECIFICATION

SECTION REMARKSMFRMODEL

CAPACITY
(MBH)SEER / EER

CAPACITY
(MBH)HSPF TYPE
CHARGE
(LBS)VOLTAGE PHASE FLA MCA MOCP
CU-1 TOSHIBA RAV-BP361AT2P-UL FC-1 BUILDING EXTERIOR @ GRADE 3 89 36 18.1 / 11.8 40 10.1 R454B 5.84 208 V 1 30 A 40 A 35.375 X 12.625 X

52.75 230 1
CU-2 TOSHIBA RAV-BP361AT2P-UL FC-2 BUILDING EXTERIOR @ GRADE 3 89 36 18.1 / 11.8 40 10.1 R454B 5.84 208 V 1 30 A 40 A 35.375 X 12.625 X

52.75 230 1
23 - AIR HANDLING UNIT WITH RETURN FAN SCHEDULE
TAG
UNIT

SERVICELOCATION

NOMINAL

CAPACITY

OUTSIDE AIRSUPPLY FAN PERFORMANCERETURN / RELIEF FAN PERFORMANCEDX COOILING COIL DX HEATING COIL DX HEATING COIL FILTERS ELECTRICAL

UNIT SIZE
(L"xW"xH")

OPERATING
WEIGHT (LBS.)

INSTALL
DETAIL NO.

CONTROLS
DETAIL NO.

SPECIFICATION

SECTION REMARKSMFR / MODEL
DESIGN
(CFM)
MIN.CO2
(CFM)

AIRFLOW
(CFM)

TOTAL STATIC

PRESSURE (IN-WG)
DRIVE
TYPE
MOTOR
DATA

AIRFLOW
(CFM)
EXT.

STATIC

PRESSURE
(IN-WG)
DRIVE
TYPE
MOTOR
DATA
TOTAL
(MBH)

SENSIBLE
(MBH)
EAT
DB
(°F)
EAT
WB
(°F)
LAT DB
(°F)
LAT
WB
(°F)
AIR PD
(IN-WG)
NO.

ROWS
NO.

FINS /
INCH
FLUID
TYPE
COIL
CONN.
(IN-Ø)
TOTAL
(MBH)
EAT
(°F)
LAT
(°F)
AIR PD
(IN-WG)
NO.

ROWS
NO.

FINS /
INCH
FLUID
TYPE
COIL
CONN.
(IN-Ø)PRE FINAL VOLTAGEPHASEFLAMCAMOCPHP RPMHP RPM
AHU-1 CARRIER / 39CCHIGH VOLUME SPACEMECH. ROOM 103 40 6,300 3,800 16,0004.25VFD 4 @ 5 1800 9,700 1 VFD 5 1200 446.0 322.9 80 67 61.6 58.4 0.49 3 6 R410A 1-3/8 1,137 41 105.6 0.32 6 6 R410A 1-3/8 MERV 8 MERV 13 460 V 3 38.0 A 39.9 A 45 A 188"x78"x96" 8,725 1, 2, 3, 4, 5, 6, 7, 8, 9 AHU-2 CARRIER / 39CCMEZZANINEMECH. ROOM 103 18 3,000 1,650 7,0004VFD 2 @ 3 1800 4,000 1 VFD 3 1800 231.8 164.6 80 67 58.6 56.6 0.46 4 6 R410A 1-3/8 467 41 101.6 0.32 6 6 R410A 1-3/8 MERV 8 MERV 13 460 V 3 14.4 A 15.6 A 20 A 182"x46"x84" 5,525 1, 2, 3, 4, 5, 6, 7, 8, 9 23 - HVLS CEILING FANS

TAG MFR MODEL LOCATION
AIRFOIL Ø
(FT.)

ELECTRICAL

OPERATING

WEIGHT (LBS)REMARKSVOLTAGE PHASE
HP
(WATTS)AMPS
CF-1 GREENHECK DS-6-20 EXHIBIT SPACE 20 460 V 3 1,100W 4 A 250 1, 2, 3 CF-2 GREENHECK DS-6-20 EXHIBIT SPACE 20 460 V 3 1,100W 4 A 250 1, 2, 3

1. REMARKS:

BACKDRAFT DAMPER

DUCT LINER (WHERE

INDICATED)
POLYESTER - 1"
R=4.2, k-0.23, 0.75 LBS/ CF

INDOOR - EXPOSEDNONE
INDOOR - CONCEALEDFIBERGLASS DUCT WRAP - 1.5"
R=4.2, k-0.29, 0.75 LBS/CFNONE
OUTDOORDOUBLE WALL CONSTRUCTION - FIBERGLASS DUCT WRAP - 2" R=5.6, k-0.24, 0.75 lbs/cf

OSASARATA

LOCATION

SERVICE

DUCT INSULATION SCHEDULE
ALL SIZESELASTOMERIC 1" THICKOUTDOOR - ALUMINUM
INDOOR - NONE1

REFRIGERANT

INSULATIONJACKET REMARKS

PIPE INSULATION SCHEDULE
LARGER THAN 3/4" ACR COPPERBRAZED1
3/4" AND SMALLER ACR COPPERSOLDER1

REFRIGERANT

MATERIALCONNECTION REMARKS

PIPE MATERIAL SCHEDULE

1. REMARKS:

SEE SPECIFICATION SECTION 230719 FOR ADDITIONAL INFORMATION

1. REMARKS:

SEE SPECIFICATION SECTION 232300 FOR ADDITIONAL INFORMATION 23 - VRF FLOW SELECTOR UNIT SCHEDULE
TAG
UNIT

QUANTITY LOCATION
MAX. CAPACITY
(PER PORT)
[MBH]

ELECTRICAL

UNIT SIZE
(W"xH"xD")

OPERATING

WEIGHT (LBS)

CONTROL
DETAIL NO.

SPECIFICATION
SECTION REMARKSMFRMODEL NO.VOLT PHASE MCA MOCP
FS-1TOSHIBA -CARRIER RBM-Y0611FU4PUL 1 STAFF OFFICE / BREAK ROOM 61 208 1 0.75 15 A 13.3 x 11.5 x 18.4 50

1. REMARKS:

PROVIDE SHUT OFF VALVES TO EACH REFRIGERANT PIPE CONNECTED TO FLOW SELECTOR UNIT, LOCATE VALVES NEXT TO THE FLOW SELECTOR UNIT.

1. 2.

3. 4.

5. 6.

7. REMARKS:

VERIFY REFRIGERANT PIPING SIZES AND ROUTING LIMITATIONS WITH MANUFACTURER

FACTORY WIRED PROGRAMMABLE THERMOSTAT

FIELD PROVIDED CONDENSATE PUMP
FACTORY INSTALLED CONDENSATE PUMP (MAX LIFT 27.5")

PROVIDE FACTORY VENTILATION KIT (PTVK)
PROVIDE MERV 13 FILTER KIT (SHARPE FILTER BOX, OR SIMILAR)

COOLING ONLY UNIT

1. 2.

3. 4.

REMARKS:

FIELD PROVIDED CONDENSATE PUMP

FACTORY PROVIDED WIRED THERMOSTAT
PROVIDE MERV 13 FILTER
REFRIGERANT R454B

1. REMARKS:

VERIFY REFRIGERANT PIPING SIZES AND ROUTING LIMITATIONS WITH MANUFACTURER

1. 2.

REMARKS:

PROVIDE WALL CONTROLLER

INTERCONNECT FAN WITH FIRE ALARM PANEL

1. 2.

3. REMARKS:

MOUNT ON CONCRETE PAD

EACH MODULE POWERED SEPARATELY

FACTORY CONTROLS

1. 2.

3. 4.

5. 6.

REMARKS:

FANS TO BE INTERNALLY ISOLATED WITH FACTORY MOUNTED VIBRATION SPRING ISOLATORS

SINGLE POINT POWER, ELECTRICAL TO CONNECT

FACTORY TEMPERATURE BASED ECONOMIZER

FACTORY OUTDOOR AIRFLOW MONITORING STATION

FACTORY COIL COATING FOR ANTI-CORRISION PROTECTION

INTERCONNECT SUPPLY FAN VFD WITH FIRE ALARM PANEL

7. 8.

9. STAND-ALONE, WIRED, PROGRAMMABLE THERMOSTAT CONTROLS

MOUNT ON CONCRETE PAD

FACTORY PROVIDED STAINLESS STEEL CONDENSATE PAN
23 - EXTERIOR LOUVER SCHEDULE

TAG QTY
UNIT

SERVICE TYPE MATERIAL REMARKSMFR MODEL
L-1: 60"x96" 2 GREENHECK EAC-601 2-RELIEF EXTRUDED ALUMINUM COMBINATION LOUVER-DAMPER ALUMINUM 1, 2, 3 L-2: 60"x108" 2 GREENHECK EDD-601 1-INTAKE 6" STATIONARY DRAINABLE BLADE WALL LOUVER ALUMINUM 1, 2 L-3: 72"x48" 1 GREENHECK EDD-601 3 - EXHAUST 6" STATIONARY DRAINABLE BLADE WALL LOUVER ALUMINUM 1, 2

1. 2.

3. REMARKS:

PROVIDE WITH BIRD SCREEN
PAINT TO MATCH EXTERIOR. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR COLORING SCHEME

PROVIDE MOTORIZED DAMPER
23 - AIR TERMINAL SCHEDULE

EQUIPMENT TAG QTY
UNIT

SERVICE TYPE MATERIAL REMARKSMFR MODEL
1 Greenheck Fan
Corp.

EAC-601 Combination Louver/Damper
S-1: 10"ø 10 PRICE SPD 1 - SUPPLY SQUARE PLAQUE DIFFUSER 24"x24"STEEL 1, 2, 3, 4, 5, 6 S-1: 12"ø 1 PRICE SPD 1 - SUPPLY SQUARE PLAQUE DIFFUSER 24"x24"STEEL 1, 2, 3, 4, 5, 6 S-22: 12"x30"10 PRICE HCD 1 - SUPPLY DUCT MOUNTED HIGH CAPACITY DRUM LOUVER DIFFUSER STEEL 1, 2, 3, 4, 5, 6, 7 S-22: 12"x42"10 PRICE HCD 1 - SUPPLY DUCT MOUNTED HIGH CAPACITY DRUM LOUVER DIFFUSER STEEL 1, 2, 3, 4, 5, 6, 7 R-1: 16"x16"5 PRICE 530L 2 - RETURN 45° SINGLE DEFLECTION GRILLE - 24"x24" FACE STEEL 1, 2, 3, 4, 5, 6 R-40: 30"x14"1 PRICE 530L 2 - RETURN 45° SINGLE DEFLECTION GRILLE - SIDEWALL STEEL 1, 2, 3, 4, 5, 6 E-9: 10"ø 6 PRICE 530L 3 - EXHAUST 45° SINGLE DEFLECTION GRILLE 24"x24"ALUMINUM 1, 2, 3, 4, 5, 6 E-10: 6"ø 2 PRICE 530L 3 - EXHAUST 45° SINGLE DEFLECTION GRILLE 12"x12"ALUMINUM 1, 2, 3, 4, 5, 6 E-40: 8"x8"4 PRICE 530L 3 - EXHAUST 45° SINGLE DEFLECTION GRILLE - SIDEWALL STEEL E-41:14"X4"/12"ø 3 PRICE SDGE 3 - EXHAUST EXTRUDED SPIRAL DUCT GRILLE STEEL 1, 2, 3, 4, 5, 6 E-41:14"X4"/18"ø 2 PRICE SDGE 3 - EXHAUST EXTRUDED SPIRAL DUCT GRILLE STEEL 1, 2, 3, 4, 5, 6 T-1: 18"x18"2 PRICE 530L 4 - TRANSFER 45° SINGLE DEFLECTION GRILLE - 24"x24" FACE ALUMINUM 1, 2, 3, 4, 5, 6 T-2: 18"x14"2 PRICE 530L 4 - TRANSFER 45° SINGLE DEFLECTION GRILLE - 24"x12" FACE STEEL 1, 2, 3, 4, 5, 6

1. 2.

3. 4.

5. 6.

7. REMARKS:

CEILING COMPATIBILITY: FURNISH WITH BORDER STYLES COMPATIBLE WITH ADJACENT CEILING SYSTEMS SPECIFICALLY MANUFACTURERED TO FIT INTO CEILING MODULE WITH ACCURATE AND ADEQUATE SUPPORT. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR TYPES OF CEILING SYSTEMS MATERIAL VARIANCE: PROVIDE ALUMINUM GRILLES, REGISTERS, AND DIFFUSERS WHERE INDICATED ABOVE AND IN THE FOLLOWING AREAS- LOCKER ROOMS, RESTROOMS, AND SHOWERS COLOR COMPATIBILITY: PAINT AIR TERMINAL TO MATCH CEILING AND WALLS. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR TYPES OF COLORING SCHEME.

PROVIDE RECTANGULAR TO ROUND ADAPTOR AND VICE VERSA AS REQUIRED

PROVIDE VOLUME DAMPER (AND ACCESS PANEL, IF REQUIRED) AT DUCT BRANCH

CONTRACTOR TO VERIFY EXACT QUANTITIES
PROVIDE OPTIONAL OPPOSED BLADE DAMPER (VCS3)
23 - SILENCER SCHEDULE

TAG SYSTEM NAME MFRMODEL
SIZE
(L"xW"xH")
DESIGN

AIRFLOW
(CFM)
DESIGN

VELOCITY
(FPM)

PRESSURE
DROP
(IN-WG)

INSERTION LOSS

OPERATING
WEIGHT
DETAIL NO.

INSTALL

SPECIFICATION
SECTION REMARKS63 HZ 125 HZ 250 HZ 500 HZ 1000 HZ 2000 HZ 4000 HZ 8000 HZ RDS-1 RA 7,RA 21 PRICE ERM66/9B 66"x30"x56" 9,7001058 0.09 9 13 18 25 28 25 21 18 204 1,2,3,4,5 RDS-2 RA 1,RA 20 PRICE ERM70/7E 70"x26"x36" 4,0006150.10 11 18 27 35 40 34 28 23 185 1,2,3,4,5 SDS-1 SA 7,SA 6 PRICE ERM66/9A 66"x30"x56" 16,000 1371 0.11 7 10 14 21 23 23 19 17 300 1,2,3,4,5 SDS-2 SA 3 PRICE ERM70/7C 70"x26"x36" 7,0001077 0.13 8 13 19 27 32 29 25 21 175 1,2,3,4,5

1. 2.

3. 4.

5. REMARKS:

ELBOW SILENCER

SLIP AND DRIVE DUCT CONNECTION

PERFORATED LINER

NATURAL FIBER ACOUSTIC MEDIA

MASTIC FILLED SEAMS

3. PROVIDE WITH PLAIN BLACK HUB PLATE, NO LOGO

CMMWREF.TVTVCGPRINT
1 1
2 2
345
5 6
6 7
7 8
8 9
9 A A
F F
11 10
10 12
GG
B B
C C
D D
E E
STEM

CLASSROOM
113
STEM

CLASSROOM
112
STAFF
ROOM
102
MEN'S

RESTROOM
106

MECHANICAL
ROOM
103

ELECTRICAL
ROOM
104
IDF
ROOM
105
FAMILY

RESTROOM
108

NURSING
ROOM
116

WOMEN'S

RESTROOM
107

EXHIBIT
SPACE
100

STORAGE
101

ELEVATOR
111

ELEVATOR

MACHINE
ROOM
110
01 M5.01
CU-1
CU-2
FC-2
FC-1
VRF-1
VRF-2
VRF-3
VFC-1
VFC-3
VFC-4
VFC-2
AHU-2
AHU-1
FS-1
17 M5.01
OA
OA
OA
OANANAL-2: 60"x108"
TYP. 2
E-9: 10"ø
TYP. 2300
NANAR-40: 30"x14"
30"x14"
STAFF

RESTROOM
114
OA8"x8"
E-10: 6"ø100
E-10: 6"ø100
E-9: 10"ø250
E-9: 10"ø250
E-9: 10"ø250
E-9: 10"ø250
S-1: 10"ø275
S-1: 10"ø275
NANAR-1: 16"x16"
S-1: 10"ø275
12"ø 16"ø
12"ø
10"ø
10"ø
S-1: 10"ø350
S-1: 10"ø275
S-1: 10"ø275S-1: 10"ø275
NANAR-1: 16"x16"
S-1: 12"ø400
S-1: 10"ø350
NANAR-1: 16"x16"
18"x8"
18"x8"
10"ø
10"ø
48"x10"
14"ø
36"x8"
1"(LINED)
10"ø
14"ø
16"ø
E-41:14"X4"/12"ø200
E-41:14"X4"/12"ø200
E-41:14"X4"/12"ø200
E-41:14"X4"/18"ø200
E-41:14"X4"/18"ø200
12"ø
12"ø
18"ø
18"øE-40: 8"x8"100
44"x30"
56"x30"
S-1: 10"ø275
10"ø
10"øRARA48"x10"
U/C
U/C
U/C
NANAT-1: 18"x18"
NANAT-2: 18"x14"
NANAT-2: 18"x14"
NANAT-1: 18"x18"
18"x14"
1"(LINED)
18"x14"
1"(LINED)
EF-1
24"x20"
14"ø
6"ø
12"ø
M-1201
NANAR-1: 16"x16"
10"ø
M-0005
M-0006
300 CFM

JANITOR'S
ROOM
109
12"ø
10"ø 10"ø
10"ø
E-40: 8"x8"100
6"ø
16"x16"
10"ø
10"ø
NANAR-1: 16"x16"
6"ø 14"ø6"ø6"ø
U/
C U/C
36"x26"
SDS-2
RDS-1
SDS-1
36"x26"
56"x30"
36"x8"
1"(LINED)
RDS-2
M-1101
M-1108
M-1208
450
CFM
450
CFM
S-1: 10"ø275
10"ø 10"ø
10"ø
10"ø
12"ø
M-30
M-40
M-46
M-16
U/C

KEYNOTES

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

PROVIDE ACCESS PANELS IN NON-ACCESSIBLE AREAS (RATED OR NON-RATED MINIMUM 18"X18" SIZE FOR COMBINATION FIRE/SMOKE DAMPERS. INSTALL LARGER ACCESS PANELS FOR LARGER EQUIPMENT AS REQUIRED BY CODE. COORDINATE WITH ARCHITECT FOR APPROVAL OF FINAL LOCATIONS PRIOR TO INSTALLATION. ACCESS PANELS TO BE LOCKING TYPE IN PUBLIC AREAS.

PROVIDE FIRESTOPPING AT PASS THROUGH DUCT PENETRATIONS THROUGH RATED WALLS. DUCTWORK SHALL BE A MINIMUM 26 GA SHEET METAL. COORDINATE WITH OTHER TRADES THAT MAY HAVE PENTRANTS AROUND THE SAME AREA. REFER TO ARCHITECTURAL SHEETS FOR FIRE RATING ASSEMBLIES.

INSULATION MATERIALS APPLIED TO DUCTWORK SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DENSITY NOT EXCEEDING 50 WHEN TESTED AS A COMPOSITE PRODUCT IN ACCORDANCE WITH ASTM E 84 OR UL 723 AND SHALL COMPLY WITH ALL REQUIREMENTS OF THE 2019 CMC SECTION 602.2.

REQUIRED OFFSETS, COMPONENTS, ACCESSORIES, AND FITTINGS MAY NOT BE SHOWN BUT SHALL BE PROVIDED AS REQUIRED TO AVOID INTERFERENCES WITH UNFORESEEN COMPONENTS.

PROVIDE DIELECTRIC UNIONS, GASKETS, AND FASTENERS AT DISSIMILAR METAL CONNECTIONS OF CONTACT POINTS.

REFER TO PLUMBING DRAWINGS FOR CONDENSATE DRAIN PIPE ROUTING.

MAINTAIN A 3'-0" DISTANCE FROM ENVIRONMENTAL EXHAUST OUTLETS (AS DEFINED IN CMC 502.2.1) TO BUILDING OPENINGS AND 10'-0" DISTANCE TO MECHANICALLY FORCED AIR INLET.

FLEXIBLE DUCT CONNECTION TO AIR TERMINAL SHALL BE MAXIMUM 5'-0".

INSTALL DUCT SYSTEMS IN THE FOLLOWING ORDER FROM LOWEST TO HIGHEST REFERENCED FROM THE FINISHED CEILING HEIGHT UNLESS OTHERWISE NOTED:
- SUPPLY DUCT
- RETURN/RELIEF DUCT
- EXHAUST DUCT
COMBINATION FIRE/SMOKE DAMPERS SHALL BE U.L. LABELED AND INSTALLED PER CALIFORNIA'S FIRE MARSHALL MATERIAL LISTING NO. 3225-0981:103 & 0981:104.

DUCT SIZES INDICATED ON PLANS ARE THE "FREE" INSIDE DIMENSION OF THE DUCT. THE CONTRACTOR SHALL INCREASE THE SIZE OF THE DUCT TO ACCOMMODATE ACOUSTICAL AND / OR PERFORATED LINERS. FOR EXAMPLE, A DUCT SIZE SHOWN AS 12"x12" WITH 1" LINER SHALL BE SUPPLIED WITH A 14"x14" DUCT.

ALL DUCTWORK IN EXPOSED CEILING AREAS TO BE PAINTED PER ARCHITECTURAL DIRECTION. SEE ARCHITECTURAL SET FOR COLOR DETAILS.

LEGENDGENERAL NOTES

METAL STUD WALL CONSTRUCTION
1 HOUR RATED METAL STUD WALL CONSTRUCTION
2 HOUR RATED METAL STUD WALL CONSTRUCTION

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202250% DESIGN DEVELOPMENT 12/02/2022100% DESIGN DEVELOPMENT 01/06/202330% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 1/8" = 1'-0"COLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

FIRST FLOOR

MECHANICAL PLAN
M2.01
01/06/2023

LPASPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDINGN

ITEM DESCRIPTION
M-0005 O/A INTAKE TO TERMINATE IN WALL CAP (WC-18X8, OR SIMILAR) M-0006 O/A INTAKE TO TERMINATE IN WALL CAP (WC-8X8, OR SIMILAR) M-16 30"X14" TRANSFER AIR DUCT. FINISH WITH MASH WIRE. (1100 CFM) M-30 FILTER BOX
M-40 50"X24"X10" MIXING AIR BOX
M-46 FLOW SELECTOR SHALL BE WRAPPED IN THE REMOVABLE SOUND BLANKET M-1101 56"X30" SUPPLY AIR DUCT UP
M-1108 36"X26" SUPPLY AIR DUCT UP
M-1201 30"X44" RETURN AIR DUCT UP
M-1208 36"X26" RETURN AIR DUCT UP

1 1
2 2
3 3
45 5
6 6
7 7
8 8
9 9
A A
F F
11 10
10 12
GG
B B
C C
D D
E E
01 M5.01
CF-2CF-1
OPEN

EXHIBIT
SPACE
200
MD MDNANAL-1: 60"x96"
TYP. 2
17 M5.01
24"ø
24"ø
24"ø
36"x26"SASASASASASASASASASASASASASASASA
SA
SA
SA
SA
50"ø36"ø
S-22: 12"x42"1600(TYP. 10)
(TYP. 10)
S-22: 12"x30"700
M-0002
M-40

RELIEF AIR
L-3: 72"x48"3000
M-1302
M-1102
M-1202
M-1202
M-1102
24"x24"
M-0003
72"x46"
30"x44"
30"x56"
M-29

KEYNOTES

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

REQUIRED OFFSETS, COMPONENTS, ACCESSORIES, AND FITTINGS MAY NOT BE SHOWN BUT SHALL BE PROVIDED AS REQUIRED TO AVOID INTERFERENCES WITH UNFORESEEN COMPONENTS.

PROVIDE DIELECTRIC UNIONS, GASKETS, AND FASTENERS AT DISSIMILAR METAL CONNECTIONS OF CONTACT POINTS.

REFER TO PLUMBING DRAWINGS FOR CONDENSATE DRAIN PIPE ROUTING.

MAINTAIN A 3'-0" DISTANCE FROM ENVIRONMENTAL EXHAUST OUTLETS (AS DEFINED IN CMC 502.2.1) TO BUILDING OPENINGS AND 10'-0" DISTANCE TO MECHANICALLY FORCED AIR INLET.

FLEXIBLE DUCT CONNECTION TO AIR TERMINAL SHALL BE MAXIMUM 5'-0".

ALL DUCTWORK IN EXPOSED CEILING AREAS TO BE PAINTED PER ARCHITECTURAL DIRECTION. SEE ARCHITECTURAL SET FOR COLOR DETAILS.

LEGENDGENERAL NOTES

METAL STUD WALL CONSTRUCTION
1 HOUR RATED METAL STUD WALL CONSTRUCTION
2 HOUR RATED METAL STUD WALL CONSTRUCTION

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202250% DESIGN DEVELOPMENT 12/02/2022100% DESIGN DEVELOPMENT 01/06/202330% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 1/8" = 1'-0"COLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

SECOND FLOOR

MECHANICAL PLAN
M2.02
01/06/2023

LPASPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDINGN

ITEM DESCRIPTION
M-0002 CONTRACTOR TO PROVIDE 1/4" WELDED WIRE MESH OVER RETURN DUCT OPENING,

FASTENED TO MANUFACTURERS DUCT CONNECTION FLANGES
M-0003 12" DEEP PLENUM CONNECTED TO EXHAUST LOUVER
M-29 30"X30" ELEVATOR VENT GREENHECK EAC-601. ASSOCIATED DUCTWORK SHALL BE FIRE WRAPPED.

M-40 50"X24"X10" MIXING AIR BOX
M-1102 SUPPLY AIR DUCT DOWN
M-1202 RETURN AIR DUCT DOWN
M-1302 EXHAUST AIR DUCT DOWN

CMMWREF.TVTVCGPRINT
T
FC-1
T
FC-2
Z
VFC-1
Z
VFC-2
DCDC
DC1
1 2
2 345
5 6
6 7
7 8
8 9
9 A A
F F
11 10
10 12
GG
B B
C C
D D
E E
STEM

CLASSROOM
113
STEM

CLASSROOM
112
STAFF
ROOM
102
MEN'S

RESTROOM
106

MECHANICAL
ROOM
103

ELECTRICAL
ROOM
104
IDF
ROOM
105
FAMILY

RESTROOM
108

NURSING
ROOM
116

WOMEN'S

RESTROOM
107

EXHIBIT
SPACE
100 STORAGE
101

ELEVATOR
111

ELEVATOR

MACHINE
ROOM
110
01 M5.01
FC-1
FC-2
CU-2
CU-1
17 M5.01AHU-2AHU-1
VRF-3
VRF-1
VRF-2
STAFF

RESTROOM
114
VFC-2
VFC-1
FS-1
VFC-4
VFC-3
Z
VFC-4
M-3900
Z
VFC-3
C
C
Z
AHU-1
C
F

HVLS FAN

CONTROLLER
EF-1
M-3900
M-3900
M-3900
M-3900
M-3900
M-3900
M-3900

KEYNOTES

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

ALIGN THERMOSTATS, TEMPERATURE SENSORS, AND CO2 SENSORS (IF APPLICABLE) WITH OTHER WALL DEVICES SUCH AS LIGHT SWITCHES. FIELD COORDINATE WITH OTHER TRADES & OWNERS FF&E PRIOR TO INSTALLATION.

CONTROL THERMOSTATS/SENSORS AND LOW VOLTAGE WIRING IN CONDUITS (LESS THAN 50 VOLTS) SHALL BE FURNISHED, WIRED, AND INSTALLED BY THE ELECTRICAL CONTRACTOR. FIELD COORDINATE EXACT LENGTHS.

PROVIDE ACCESS PANELS IN NON-ACCESSIBLE AREAS (RATED OR NON-RATED) MINIMUM 18"X18" SIZE FOR VALVES, METERS, OR DEVICES REQUIRING MAINTENANCE. INSTALL LARGER ACCESS PANELS FOR LARGER EQUIPMENTAS REQUIRED BY CODE. COORDINATE WITH ARCHITECT FOR APPROVAL OF FINAL LOCATIONS PRIOR TO INSTALLATION.

PROVIDE FIRESTOPPING AT PIPE PENETRATIONS THROUGH RATED WALLS. COORDINATE WITH OTHER TRADES THAT MAY HAVE PENTRANTS AROUND THE SAME AREA. REFER TO ARCHITECTURAL SHEETS FOR FIRE RATING ASSEMBLIES.

INSULATION MATERIALS APPLIED TO PIPING SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DENSITY NOT EXCEEDING 50. REQUIRED OFFSETS, COMPONENTS, ACCESSORIES, AND FITTINGS MAY NOT BE SHOWN BUT SHALL BE PROVIDED AS REQUIRED TO AVOID INTERFERENCES WITH UNFORESEEN COMPONENTS.

PROVIDE DIELECTRIC UNIONS, GASKETS, AND FASTENERS AT DISSIMILAR METAL CONNECTIONS OF CONTACT POINTS.

PROVIDE SEISMIC RATED FLEXIBLE PIPING ACROSS BUILDING SIESMIC JOINTS.

ROUTE MECHANICAL PIPING PARALLEL TO PLUMBING DOMESTIC PIPING TO SHARE TRAPEZE SUPPORTS AS MUCH AS POSSIBLE. REFER TO PLUMBING DRAWINGS FOR REFERENCE.

REFER TO PLUMBING DRAWINGS FOR CONDENSATE POINT OF CONNECTION AND ROUTING.

AUTOMATIC AIR VENTS TO BE PROVIDED AT ALL HIGH POINT LOCATIONS.

LEGENDGENERAL NOTES

METAL STUD WALL CONSTRUCTION
1 HOUR RATED METAL STUD WALL CONSTRUCTION
2 HOUR RATED METAL STUD WALL CONSTRUCTION

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION
Developed forJob Number
Date Published
Checked By
ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS

Project documents describe the design intent of
the work and are not a representation of as-built
or existing conditions. LPA is not responsible for
any discrepancies between the project documents
and the existing conditions.
© LPA, Inc.SCHEMATIC DESIGN10/27/202250% DESIGN DEVELOPMENT 12/02/2022100% DESIGN DEVELOPMENT 01/06/202330% CONSTRUCTION DOCS 02/10/202395% CONSTRUCTION DOCS 08/01/2025 1/8" = 1'-0"COLUMBIA WAYDOWNEY, CA 90242CITY OF DOWNEY3055401

FIRST FLOOR

PIPING & CONTROL
PLAN
M3.01
01/06/2023

LPASPACE SHUTTLE EXHIBIT AND EDUCATIONBUILDINGN

ITEM DESCRIPTION
M-3900 PROVIDE INSULATED REFRIGERANT PIPING LIQUID AND SUCTION LINES. PIPING SIZES

AND FINAL LENGTHS SHALL BE PER MANUFACTURER SPECIFICATION

Z
AHU-2
C
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
A A
F F
11 10
10 12
GG
B B
C C
D D
E E

WALKWAY

VIEWING

GALLERY
202