AND SILL OPENING
EXTERIOR SHEATHING
STEP 2
PROVIDE MECHANICALLY
FASTENED CASAM
PREFABRICATED CORNERS
EXTERIOR SHEATHING
STEP 1
EXTERIOR MEMBRANE NOTES N.T.S.
GENERAL NOTES FOR WINDOW AND FLASHING CONDITIONS
A. COLD APPLIED SELF ADHERING(CASAM) MEMBRANE AND WATER RESISTANT BARRIER(WRB) TO BE INSTALLED PER C.B.C. REQUIREMENTS
B. COORDINATE AND SEQUENCE WITH OTHER TRADES FOR PROPER INSTALLATION AND OVERLAP OF S.M.
FLASHING, WATERPROOF MEMBRANE FLASHING AND WRB, WINDOW SEALANT, AND EXTERIOR FINISH MATERIALS TO FORM WATERTIGHT BARRIER.
C. METAL WINDOW FLASHING SHALL BE SET IN A CONTINUOUS BEAD OF SEALANT.
D. METAL WINDOW FLASHING SHALL BE SINGLE UNIT WITH FULLY SOLDERED WELDED SEAMS. IF UNIT MUST BE MORE THAN A SINGLE PIECE, THE SEAMS SHALL BE AT MIDDLE PORTION OF HEAD AND SILL. JOINTS SHALL NOT OCCUR AT INTERSECTIONS OR CORNERS.
E. WINDOW DETAILS HAVE BEEN PROVIDED FOR GENERAL REFERENCE ONLY. SEE SHOP DRAWINGS FOR MORE SPECIFIC, DETAILED AND ADDITIONAL INFORMATION. COORDINATE ALL TRADES WITH WINDOW SHOP DRAWINGS.
F. SIZE AND SHAPE OF FLASHING SHALL BE ADJUSTED AS REQD. TO PROVIDE A MIN. 4" FLANGE BEHIND EXTERIOR
PANEL ASSEMBLY, COLD APPLIED SELF ADHERING WATERPROOF MEMBRANE (CASAM), WRB, AND TO WORK WITH CURTAINWALL OR STOREFRONT MULLION AS APPLICABLE.
SILL FLASHING
A. SHALL HAVE A VERTICAL REAR LEG, SEALED AT END TERMINATION.
B. SHALL HAVE SEALED END DAMS ALL TERMINATIONS
C. SHALL BE SIZED TO ACCOMMODATE VERTICAL FLASHING, WATERPROOF MEMBRANE, AND WRB AT JAMBS D. ALL SPLICES MUST ALLOW FOR THERMAL AND DYNAMIC MOVEMENT AND BE SEALED IN ACCORDANCE WITH ASTM AND MANUFACTURERS REQUIREMENTS. THE SPLICE WILL HAVE A BRIDGE SEAL 1/4" THICK WITH A MIN. OF 1/4" BOND SURFACE TO BOTH SUBSTRATES. THE BRIDGE SEAL MUST NOT BE DISRUPTED WITH THREE SIDED ADHESION OR OTHER OBSTRUCTIONS.
E. ALL PENETRATIONS THROUGH THE SILL FLASHING MUST BE SEALED WATERTIGHT F. ALL ATTACHMENTS MUST ACCOMMODATE THERMAL AND DYNAMIC MOVEMENT G. ALL INTERRUPTIONS IN FLASHING MUST BE SEALED
H. GALV. SHEET METAL SILL FLASHING AND WATERPROOF MEMBRANE SILL FLASHING SHALL EXTEND BEYOND WINDOW FRAME JAMB AT ALL END CONDITIONS AND SHALL TURN UP 6" VERTICAL AT JAMB CONDITIONS.
VERTICAL JAMB AT SILL AND HEAD FLASHING AREAS
A. INSTALL VERTICAL WATERPROOF MEMBRANE FLASHING AT JAMB AND IT SHALL OVERLAP UPTURNED SILL
FLASHING
B. INSTALL WATERPROOF MEMBRANE FLASHING AT HEAD AND OVERLAP VERTICAL PIECES JAMB AND HEAD
FLASHING
C. VERTICAL JAMB FLASHING SHALL RUN CONTINUOUS WITHOUT SPLICE, BREAK OR INTERRUPTION TO EDGE OF SILL FLASHING. IT SHALL BE FULLY SOLDERED/SEALED TO SILL FLASHING, SEAL MUST BE WATERTIGHT AND
ALLOW FOR DYNAMIC AND THERMAL MOVEMENT
D. JAMB FLASHING SHALL MEET THE HEAD FLASHING BY BUTTING INTO THE BOTTOM EDGE. COMBINATION OF
BRIDGE SEAL (AT FACE) AND FILLET BEAD (AT RETURN) MUST OCCUR AT ALL INTERSECTIONS E. ALL FASTENER PENETRATIONS MUST BE SEALED WATERTIGHT
F. ATTACHMENTS MUST ALLOW FOR DYNAMIC AND THERMAL MOVEMENT G. HEAD SPLICES TO BE SEALED WITH BRIDGE SEAL, SEE SILL FLASHING NOTES H. ALL SPLICES MUST ALLOW FOR DYNAMIC AND THERMAL MOVEMENT AND BE SEALED IN ACCORDANCE WITH ASTM AND MANUFACTURERS REQUIREMENTS. THE SPLICE WILL HAVE A BRIDGE SEAL 1/4" THICK WITH A MIN. OF 1/4" BOND SURFACE TO BOTH SUBSTRATES. THE BRIDGE SEAL MUST NOT BE DISRUPTED WITH THREE SIDED ADHESION OR OTHER OBSTRUCTIONS.
PERIMETER SEALANT
A. EXTERIOR WINDOW PERIMETER SEALANT SHALL ALWAYS BE CONTINUOUS AND IN THE SAME PLANE B. INSTALLER SHALL TAKE CARE TO COMPLETE SEALS AROUND ALL BRIDGE AND FILLET BEADS USED TO SEAL
FLASHING
ALIGN
4"
INTERIOR EXTERIOR
GLAZING, TYP REFER TO SPECIFICATIONS
ALUMINUM STOREFRONT
WINDOW SYSTEM
SHIM
EXTERIOR SHEATHING PER STRUCT.
WOOD STUD FRAMING PER STRUCT.
INTERIOR GYPSUM BOARD, FRAMING AND BATT INSULATION.
SEE WALL AND FINISH SCHEDULES FOR TYPE AND FINISH
RIGID INSULATION W/TAPED SEAMS PER T24
INTERLOCKING BRAKE SHAPE ALUMINUM
SILL WITH END DAMS, SLOPE TO DRAIN
12" WIDE CONT. STRIP CASAM FLASHING;
APPLY OVER SHEATHING & UNDER WRB, TYP.
2 LAYERS OF WATER RESISTIVE BARRIER
1/2":12" SLOPE
1/2":12" SLOPE
DRIP EDGE
CMU
1" MIN AIR GAP
SILL FLASHING CUT
INTO CMU WALL
BEYOND
BACKER ROD & SEALANT AT BRAKE METAL TO CMU
CONNECTION BEYOND, SEE JAMB DETAIL
CMU BEYOND
STOREFRONT WINDOW SILL
AT CMU BLOCK
3"=1'-0"
STOREFRONT WINDOW JAMB
AT CMU WALL
3" = 1'-0"
CMU WALL
2 LAYERS WATER RESISTANT BARRIER (WRB), TYP.;
LAP WRB OVER CASAM
RIGID INSULATION W/TAPED SEAMS
1/4" MIN. BACKER ROD & SEALANT, TYP. BOTH SIDES
ALUMINUM STOREFRONT SYSTEM, SHIM AS REQUIRED
ALIGN
GYP. BOARD CASING BEAD
12" WIDE CONT. STRIP CASAM FLASHING; APPLY OVER
SHEATHING & UNDER WRB, TYP.
GLAZING, TYP.; REFER TO SPECIFICATIONS
EXTERIOR SHEATHING PER STRUCT.
ALUMINUM BRAKE METAL CORNER FLASHING, TYP.; FINISH
TO MATCH STOREFRONT SYSTEM
WOOD STUD FRAMING PER STRUCT.
INTERIOR GYPSUM BOARD, FRAMING AND BATT
INSULATION. SEE WALL AND FINISH SCHEDULES
FOR TYPE AND FINISH INTERIOR
EXTERIOR
BRAKE METAL SILL BEYOND
1" MIN AIR GAP
BACKER ROD & SEALANT
SILL FLASHING CUT INTO CMU WALL & SET IN SEALANT
STEP IN SILL FLASHING BELOW, SEE SILL DETAIL
STOREFRONT WINDOW JAMB
AT METAL SIDING - MAIN ENTRY
METAL SIDING, FASTEN PER MFGR., TYP.
2 LAYERS WATER RESISTANT BARRIER (WRB), TYP.;
LAP WRB OVER CASAM
RIGID INSULATION
JAMB TRIM BY METAL SIDING MFGR.
1/4" MIN. BACKER ROD & SEALANT, TYP. BOTH SIDES
ALUMINUM STOREFRONT SYSTEM, SHIM AS REQUIRED
12" WIDE CONT. STRIP CASAM FLASHING; APPLY OVER
SHEATHING & UNDER WRB, TYP.
GLAZING, TYP.; REFER TO SPECIFICATIONS
EXTERIOR SHEATHING PER STRUCT.
ALUMINUM BRAKE METAL CORNER
FLASHING, TYP.; FINISH TO MATCH
METAL WALL PANELS
WOOD STUD FRAMING PER STRUCT.
INTERIOR GYPSUM BOARD, FRAMING AND BATT
INSULATION. SEE WALL AND FINISH SCHEDULES
FOR TYPE AND FINISH
INTERIOR EXTERIOR
ALIGN
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
7/3/2024 12:48:27 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt A-710
EXTERIOR
STOREFRONT
DETAILS
DCWWTP OPERATIONS
AND LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
16 14
1 2
3 5
12 8 4
7 6
22 10
11 9
15 17
19 24
23 13
NO. DATE DESCRIPTION
2/28/25
BID SET (PRELIMINARY)
1/8"
3/8" CLEAR TEMPERED GLAZING
CLEAR SILICONE JOINT, TYP.
RECESSED ALUM. CHANNEL
BUTT JOINT
AT INTERIOR GLAZING
3" = 1'-0"
FULLY WELDED HOLLOW
METAL FRAME
STUD ANCHOR
TYPICAL DOOR FRAME PROFILE AT WOOD STUD FRAMING
FULLY WELDED HOLLOW
METAL FRAME
FRAME ANCHOR
TYPICAL DOOR FRAME PROFILE AT CONCRETE MASONRY
DRIP AT HEAD CONDITIONS
EXTERIOR DOOR
HOLLOW METAL HEAD / JAMB FRAME
3"=1'-0"
127/128"
2"
1"
5/8" 2"
VARIES1 129/256" 3"
127/128" 1 127/256"
2"
VARIES1 129/256" 3"
2" 2" 5/8"
EXTERIOR HOLLOW METAL DOOR
HEAD AT METAL SIDING
3" = 1'-0"
EXTERIOR SHEATHING PER STRUCT.
INTERIOR GYPSUM BOARD, FRAMING AND
BATT INSULATION. SEE WALL AND FINISH
SCHEDULES FOR TYPE AND FINISH
RIGID INSULATION
HEADER PER STRUCT.
2 LAYERS WATER RESISTANT BARRIER
(WRB), TYP.; WRB SHALL EXTEND
OVER FLANGE OF 'Z' FLASHING, TYP.
METAL SIDING, FASTEN PER MFGR., TYP.
HOLLOW METAL DOOR FRAME, TYP.
HOLLOW METAL DOOR, TYP.
RAIN DRIP, TYP.
COLD APPLIED SELF-ADHERING MEMBRANE
(CASAM) FLASHING; WRAP OPENING, TYP.
TAPE SEALANT BY METAL SIDING MFGR., TYP.
FASTENER PER METAL SIDING MFGR., TYP.
METAL SIDING CLOSURE, TYP.
DRIP/SILL FLASHING BY METAL SIDING MFGR.,
TYP.
EXTERIOR HOLLOW METAL DOOR
THRESHOLD AT CONCRETE
3" = 1'-0"
HOLLOW METAL DOOR; REFER TO
DOOR SCHEDULE
HOLLOW METAL DOOR FRAME
BEYOND, TYP.
CONCRETE FLATWORK, TYP.
AGGREGATE BASE, TYP.
CONCRETE SLAB, TYP.
EXPANSION JOINT
DOOR SWEEP, TYP.; REFER TO DOOR
HARDWARE SPECIFICATIONS
OFFSET SADDLE THRESHOLD, TYP.;
REFER TO DOOR HARDWARE
SPECIFICATIONS
SLOPE: 1.8% MAX.
NOTE: ALL HOLLOW METAL DOORS AND
FRAMES SHALL BE PAINTED; COLOR TO
MATCH ADJACENT WALL SURFACE, U.N.O.
MAX.
1/4"
MAX.
1/4"
MAX.
1/2"
KNOCK DOWN DOORS AND WINDOWS
HEAD, JAMB, AND SILL AT METAL STUD WALLS
3" = 1'-0"
3/8" 1 15/16" VARIES 1 15/16" 3/8"
MULLION
HEAD / JAMB
SILL
3/8" 1 15/16" VARIES 1 15/16" 3/8"
3/8" 1 15/16" VARIES 1 15/16" 3/8"
SNAP ON ALUMINUM CASING
(TA-23 U.O.N.)
SNAP ON ALUMINUM CASING
(TA-23 U.O.N.)
BOX HEADER AT 48" WIDE AND WIDER
OPENING AND AT ALL FULL HEIGHT WALLS.
(ALTERNATE HEADER AT ALL OTHER
LOCATIONS)
GYPSUM BOARD, TYPICAL
METAL STUD FRAMING, TYPICAL
FASTEN PER MANUFACTURER'S
INSTRUCTIONS, TYPICAL
KNOCK DOWN FRAME
DOOR, REFER TO DOOR
SCHEDULE
CEILING WHERE OCCURS
TRACK
STUD
ALTERNATE BUILTUP HEADER AT
OPENINGS <48" IN
NON-RATED WALLS
DIM. PT.
DR. OPNG.
DIM. PT.
DR. OPNG.
GYPSUM BOARD, TYP.
1"x3"x18 GA. PLATE AT 24" O.C. SECURED WITH
(2) #10 SMS AT EA STUD SIDE OF WALL
METAL STUD FRAMING, TYP.
KNOCK DOWN FRAME
DOOR, REFER TO DOOR SCHEDULE
FASTEN PER MANUFACTURER'S INSTRUCTION,
TYPICAL
KNOCK DOWN FRAME
A
GENERAL NOTES:
1. PROVIDE RATED FRAME ASSEMBLY WITH FIRE SEAL WHERE NOTED ON DOOR SCHEDULE.
2. INSTALL DOOR FRAMES WITH FRAME MANUFACTURER'S CLOSER REINFORCING FOR
SPECIFIED CLOSER TYPE
FILL SPACE WITH INSULATION
AT DOORS LISTED W/ STC RATING
2"
1/4" 1 1/2" 1/4"
1 3/4"
1 1/2" 1/4"
1 3/4"
1 1/2" 1/4"
KNOCK DOWN DOOR HEAD
B
KNOCK DOWN DOOR JAMB
C
WALL, WHERE OCCURS
MIN.
3"
GLAZING; REFER TO WINDOW SCHEDULE. PLACE
GLAZING ON SECURED SIDE OF WINDOW/WALL U.O.N.
GLAZING STOP, TYPICAL
SEALANT & NEOPRENE GASKET,
EACH SIDE
KNOCK DOWN FRAME
DOOR, REFER TO DOOR SCHEDULE
KNOCK DOWN DOOR HEAD AT TRANSOM WINDOW
(KNOCK DOWN DOOR JAMB AT SIDELIGHT SIM.)
D
SEALANT & NEOPRENE GASKET, TYP. EACH SIDE.
BOX HEADER AT 48" WIDE AND WIDER
OPENING AND AT ALL FULL HEIGHT WALLS.
(ALTERNATE HEADER AT ALL OTHER
LOCATIONS)
FASTEN PER MANUFACTURER'S
INSTRUCTIONS, TYPICAL
KNOCK DOWN FRAME
GLAZING; REFER TO WINDOW SCHEDULE. PLACE GLAZING
ON SECURED SIDE OF WINDOW/WALL U.O.N.
TRACK
STUD
ALTERNATE BUILT-UP
HEADER AT OPENINGS
<48" IN NON-RATED
WALLS
DIM. PT.
WDW OPNG.
KNOCK DOWN WINDOW HEAD
F
KNOCK DOWN WINDOW JAMB
KNOCK DOWN WINDOW RAISED SILL, SIM.
G
FRICTION FIT BATT INSULATION, TYPICAL
GYPSUM BOARD, TYPICAL
METAL STUD FRAMING, TYPICAL
FRICTION FIT BATT INSULATION, TYPICAL
GLAZING STOP, TYP.
GLAZING; REFER TO WINDOW SCHEDULE. PLACE
GLAZING ON SECURED SIDE OF WINDOW/WALL U.O.N.
GLAZING STOP, TYPICAL
SEALANT & NEOPRENE GASKET,
EACH SIDE
KNOCK DOWN FRAME
KNOCK DOWN WINDOW MULLION
E
CEILING, WHERE OCCURS
WINDOW MANUFACTURER'S FLOOR CHANNEL SECURED
TO FLOOR & SET IN MASTIC, TYPICAL
FINISH FLOOR TO END UNDERNEATH KNOCK DOWN
FRAME TRIM, TYPICAL
CONCRETE SLAB OR CONCRETE FILLED
METAL DECK
POWER ACTIVATED FASTENER AT 16" O.C.
STAGGERED, TYP.; RAMSET OR EQUAL
GLAZING; REFER TO WINDOW SCHEDULE. PLACE
GLAZING ON SECURED SIDE OF WINDOW/WALL U.O.N.
GLAZING STOP, TYPICAL
SEALANT & NEOPRENE GASKET, TYP. EACH SIDE
KNOCK DOWN FRAME
H
KNOCK DOWN WINDOW SILL
FASTEN PER MANUFACTURER'S INSTRUCTION, TYPICAL
FRICTION FIT BATT INSULATION, TYP.
FRICTION FIT BATT INSULATION, TYP.
1"x3"x18 GA. PLATE AT 24" O.C. SECURED WITH
(2) #10 SMS AT EA STUD SIDE OF WALL
METAL STUD FRAMING, TYP.
KNOCK DOWN FRAME
FASTEN PER MANUFACTURER'S INSTRUCTION,
TYPICAL
FILL SPACE WITH INSULATION
AT WINDOWS LISTED W/ STC RATING
GYPSUM BOARD, TYP.
DIM. PT.
WDW. OPNG.
MIN.
3"
GLAZING STOP
GLAZING; REFER TO WINDOW SCHEDULE.
PLACE GLAZING ON SECURED SIDE OF
WINDOW/WALL U.O.N.
SEALANT & NEOPRENE GASKET, TYP. EACH
SIDE
THRESHOLD
CARPET TO SEALED CONCRETE
3"-1'-0"
3/8" U.N.O.
DOOR, WHERE OCCURS,
SEE SCHEDULE
CARPET
SCHLUTER RENO-U COLOR
TBD
SEALED/POLISHED CONCRETE
CHANGE OF FLOORING
UNDER CENTERLINE OF
DOOR
DOOR FRAME
CONCRETE SLAB
THRESHOLD
CARPET TO RESILIENT FLOORING
3"=1'-0"
3/8" U.N.O.
DOOR, WHERE OCCURS,
SEE SCHEDULE
DOOR FRAME
CARPET
SCHLUTER THRESHOLD, COLOR
SATIN COPPER ANODIZED
ALUMINUM (AK) MAX 1/4" HGT.
SHEET VINYL OR LVT
CONCRETE SLAB
THRESHOLD
THIN SET TILE TO SEALED CONCRETE
3"=1'-0"
DOOR, WHERE OCCURS,
SEE SCHEDULE
DOOR FRAME
THIN SET TILE OR
MORTAR SET STONE
SCHLUTER THRESHOLD, COLOR
SATIN COPPER ANODIZED
ALUMINUM (AK) MAX 1/4" HGT.
SEALED/POLISHED CONCRETE
CONCRETE SLAB
3/8" U.N.O.
6 6
7 3
4 4
5 MECHANICALLY FASTEN IN CORNERS THROUGH
CASAM
NOTES:
A. INSTALL IN ORDER AS SHOWN BY NUMBERS.
B. LEAVE RELEASE PAPER ON LOWER HALF OF SILL FLASHING. ADHERE OVER BUILDING PAPER (WRB) ONCE INSTALLED.
CASAM, TYP.
DO NOT FLASH OVER
BOTTOM OF NAIL
FLANGE
SILL PLATE
EXTERIOR
SHEATHING
NAIL FIN WINDOW SET IN BED
OF SEALANT PER MFR REQ'S
OPENING IN
WALL
MEMBRANE CORNER
PATCH PER
1 2
3 EXTERIOR SHEATHING
CASAM, EXTEND 1/2" ONTO FACE OF
SHEATHING AND 1" ONTO JAMB AND
SILL OPENING
STEP 1 & 2
STEP 3
CASAM PER STEP 3 THROUGH 7
PREFABRICATED CORNER CASAM,
MECH. FASTEN AT CORNERS
STEP 3 THROUGH 7
MEMBRANE FLASHING AT EXTERIOR NAIL FIN WINDOWS
COLD APPLIED, SELF ADHERING MEMBRANE (CASAM)
NTS
wp1.1
EXTERIOR
INTERIOR
12" WIDE CONT. STRIP OF CASAM FLASHING
LAPPED UNDER WINDOW FRAME
NAILFIN WINDOW
EXTERIOR
INTERIOR
RIGID INSULLATION
WATER RESISTANT BARRIER
UNDERLAYMENT EXTEND UNDER
WINDOW SYSTEM.
EXTERIOR PLYWOOD SHEATHING, TYP.
INSTALL 6" CONT. STRIP OF CASAM
OVER T.O. FLANGE & W.R.B.
UNDERLAYMENT, TYP. @ TRIM FLANGES
12" WIDE CONT. STRIP OF CASAM
FLASHING LAPPED UNDER WINDOW
FRAME
NAILFIN WINDOW
INSTALL 6" CONT. STRIP OF CASAM OVER
T.O. FLANGE & W.R.B. UNDERLAYMENT, TYP.
@ TRIM FLANGES
12" WIDE CONT. STRIP OF CASAM FLASHING
LAPPED UNDER WINDOW FRAME
NAILFIN WINDOW
GYP. BD. EXTERIOR
GYP. BD.
METAL SIDING, FASTEN PER MFGR., TYP.
EXTERIOR SHEATHING PER STRUCT.
METAL SIDING, FASTEN PER MFGR., TYP.
2 LAYERS WATER RESISTANT BARRIER (WRB),
TYP.; LAP WRB OVER CASAM
RIGID INSULATION
2 LAYERS WATER RESISTANT BARRIER (WRB),
TYP.; LAP WRB OVER CASAM & FLANGE OF
SILL / HEAD TRIM
6" WIDE CONT. STRIP CASAM FLASHING; APPLY
OVER SHEATHING & BRAKE METAL CORNER
FLASHING
EXTERIOR SHEATHING PER STRUCT.
INTERIOR GYPSUM BOARD, FRAMING AND BATT
INSULATION. SEE WALL AND FINISH SCHEDULES
FOR TYPE AND FINISH
METAL SIDING, FASTEN PER MFGR., TYP.
SILL / HEAD TRIM BY METAL SIDING MFGR., TYP.
TAPE SEALANT BY METAL SIDING MFGR., TYP.
FASTENER PER METAL SIDING MFGR., TYP.
METAL SIDING CLOSURE, TYP.
RIGID INSULATION
WINDOW
AT METAL SIDING
3" = 1'-0"
EXTERIOR HOLLOW METAL DOOR
JAMB AT METAL SIDING
3" = 1'-0"
WALL TYPE AND
WALL SCHEDULE
WALL ASSEMBLY PER
WOOD STUD FRAMING PER STRUCT.
HOLLOW METAL DOOR
FRAME, TYP.
INTERIOR GYPSUM BOARD, TYP.
EXTERIOR SHEATHING PER STRUCT.
2 LAYERS WATER RESISTANT BARRIER (WRB), TYP.;
WRB SHALL EXTEND OVER DOOR FRAME FLANGE, TYP.
HOLLOW METAL DOOR, TYP.
COLD APPLIED SELF-ADHERING MEMBRANE
(CASAM) FLASHING; WRAP OPENING, TYP.
METAL SIDING, FASTEN PER MFGR., TYP.
JAMB TRIM BY METAL SIDING MFGR., TYP.
1/4" MIN. BACKER ROD & SEALANT JOINT, TYP.
RIGID INSULATION
STOREFRONT WINDOW HEAD
AT STONE VENEER
3" = 1'-0"
ALIGN
1/4" MIN. BACKER ROD & SEALANT, TYP. BOTH SIDES
ALUMINUM STOREFRONT SYSTEM, SHIM AS
REQUIRED
2 LAYERS WATER RESISTANT BARRIER (WRB), TYP.;
LAP WRB OVER CASAM & FLANGE OF SILL / HEAD
TRIM
6" WIDE CONT. STRIP CASAM FLASHING; APPLY OVER
SHEATHING & BRAKE METAL CORNER FLASHING
EXTERIOR SHEATHING PER STRUCT.
HEADER PER STRUCT.
INTERIOR GYPSUM BOARD, FRAMING AND BATT
INSULATION. SEE WALL AND FINISH SCHEDULES
FOR TYPE AND FINISH
VENEER SIDING OVER 1/2" LATH AND
CEMENT PLASTER SCRATCH COAT
4" X 4" ALUMINUM BRAKE METAL CORNER FLASHING,
TYP.; FINISH TO MATCH STOREFRONT SYSTEM
GYP. BOARD CASING BEAD
GLAZING, TYP.; REFER TO SPECIFICATIONS
SILL / HEAD TRIM
RIGID INSULATION
INTERIOR EXTERIOR
STOREFRONT WINDOW JAMB
AT METAL SIDING
3"=1'-0"
ALUMINUM STOREFRONT
SYSTEM, TYP.
SHIM AS REQUIRED
EXTERIOR
INTERIOR
1/4" MIN. BACKER ROD &
SEALANT, TYP. BOTH SIDES
EXTERIOR SHEATHING PER STRUCT.
WOOD STUD FRAMING PER STRUCT.
INTERIOR GYPSUM BOARD,
FRAMING AND BATT
INSULATION. SEE WALL AND
FINISH SCHEDULES
FOR TYPE AND FINISH
METAL SIDING, FASTEN PER MFGR., TYP.
2 LAYERS WATER RESISTANT BARRIER (WRB),
TYP.
RIGID INSULATION
JAMB TRIM BY METAL SIDING MFGR.
GYP. BOARD CASING BEAD
BACKER ROD & SEALANT, TYP.
.125" ALUMINUM BRAKE METAL -
FINISH TO MATCH STOREFRONT
STOREFRONT DOOR JAMB
AT METAL SIDING
3"=1'-0"
ALUMINUM STOREFRONT
SYSTEM, TYP.
SHIM AS REQUIRED
EXTERIOR
INTERIOR
1/4" MIN. BACKER ROD &
SEALANT, TYP. BOTH SIDES
EXTERIOR SHEATHING PER STRUCT.
WOOD STUD FRAMING PER STRUCT.
INTERIOR GYPSUM BOARD,
FRAMING AND BATT
INSULATION. SEE WALL AND
FINISH SCHEDULES
FOR TYPE AND FINISH
METAL SIDING, FASTEN PER MFGR., TYP.
2 LAYERS WATER RESISTANT BARRIER (WRB),
TYP.
RIGID INSULATION
JAMB TRIM BY METAL SIDING MFGR.
GYP. BOARD CASING BEAD
BACKER ROD & SEALANT, TYP.
STOREFRONT DOOR, REFER
TO DOOR SCHEDULE
.125" ALUMINUM BRAKE METAL -
FINISH TO MATCH STOREFRONT
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
7/3/2024 12:48:30 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt A-711
DOOR AND
WINDOW DETAILS
DCWWTP OPERATIONS
AND LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
9 12
10 11
8 14
15 16
21 24
13 18
19 20
NO. DATE DESCRIPTION
2/28/25
BID SET (PRELIMINARY)
KNOCK DOWN DOOR
HEAD AT WOOD STUD WALL
3" = 1'-0"
WOOD STUD FRAMING, TYP.
GYPSUM BOARD, TYPICAL
WOOD HEADER, TYP.; REFER TO CHART BELOW U.N.O. ON
STRUCT. DWGS.
FASTEN PER MANUFACTURER'S
INSTRUCTIONS, TYPICAL
KNOCK DOWN FRAME PER DETAIL 8A/A-711
DOOR, REFER TO DOOR
SCHEDULE
CEILING WHERE OCCURS
DIM. PT.
DR. OPNG.
FRICTION FIT BATT INSULATION, TYPICAL
OPENING WIDTH NON-BEARING WALL
UP TO 4'-0" 6" DEEP X FULL WIDTH OF WALL
4'-1" TO 6'-0" 8" DEEP X FULL WIDTH OF WALL
6'-1" TO 8'-0" 10" DEEP X FULL WIDTH OF WALL
8'-1" TO 10'-0" 12" DEEP X FULL WIDTH OF WALL
>10'-0" REFER TO STRUCT. DWGS.
KNOCK DOWN DOOR
JAMB AT WOOD STUD WALL
3" = 1'-0"
DIM. PT.
DR. OPNG.
GYPSUM BOARD, TYP.
KNOCK DOWN FRAME PER DETAIL 8A/A-711
FASTEN PER MANUFACTURER'S INSTRUCTION,
TYPICAL
FILL SPACE WITH INSULATION
AT DOORS LISTED W/ STC RATING
WALL, WHERE OCCURS
MIN.
3"
WOOD STUD FRAMING, TYP.
FRICTION FIT BATT INSULATION, TYP.
DOOR, REFER TO DOOR SCHEDULE
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS #
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
7/3/2024 12:48:31 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt A-712
DOOR AND
WINDOW DETAILS
DCWWTP OPERATIONS
AND LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
12 NO. DATE DESCRIPTION
2/28/25
BID SET (PRELIMINARY)
SECTION A-A
SCALE 1 : 1
CEILING JOIST
TUBE SCREW
BOTTOM TUBE ANGLE
ADAPTER 0-30 °
EXTENSION TUBE
TOP TUBE ANGLE
ADAPTER 0-30 °
EXPANSION JOINT SEAL
ROOF ASSEMBLY
CURB ASSEMBLY
LIGHT TRACKER
REFLECTOR
DOME
SHOCK INNER DOME
(OPTIONAL)
DOME RING
DOME RING SEAL
SPACER
FASTENER
SEALANT
ROOFING
MATERIAL
FASTENER
DOME EDGE PROTECTION
BAND (OPTIONAL)
FLASHING
CEILING RING
FASTENING CLAMP
FASTENER
DRESS RING DIFFUSER
DRESS RING SEAL
CEILING RING SEAL
NATURAL EFFECT
LENS CEILING
SEAL
SEAL
402
∅ 15 7/8"
207
8 1/8"
51 2"
102
4"
16 11/16 [424]
∅13 [331]
35/64 [14]
[686]
27"
MINIMUM INSIDE
DIMENSION
204
8"
MIN.
B
C
4 [102]
TYP.
27 3/8 [695]
27 3/8 [695]
4 [102]
TYP.
DETAIL B
SCALE: NTS
DETAIL C
SCALE: NTS
TOP VIEW
SOLATUBE 290 DS
(14 IN / 350 MM)
CURB FLASHING-PITCHED ROOF
HARD CEILING
NOTES:
1. STRUCTURAL ELEMENTS (PLYWOOD, RAFTERS, DRYWALL ETC.) BY OTHERS & SHOWN FOR REFERENCE ONLY.
2. ALL TUBE JOINTS & SEAMS TAPED WITH 2" FOIL TAPE (NOT SHOWN).
3. DIMENSIONS IN BRACKETS ARE METRIC UNLESS OTHERWISE SPECIFIED.
4. 6" MIN. CLEARANCE SHOULD BE MAINTAINED FROM ALL SOLATUBE COMPONENTS AND OTHER PLENUM COMPONENTS.
GALV. SHT. MTL. EXPANSION JOINT
COVER
CONTINUOUS CLEAT
RIVET AND SOLDER
GALV. SHT. MTL. GUTTER
W/SEALED INTERIOR
GUTTER MUST LAP (NO
FASTENERS)
ENDS
SECTION
GUTTER STRAP
GUTTER STRAP
16 GA. x 2" WIDE GUTTER BRACKET AT
ENDS
1 1/4"
1 1/4"
3/8"
GUTTER EXPANSION JOINT
LAP TYPE
NTS GUTTER
PROFILE
3" = 1' - 0"
4" TYP.
1/2" 3"
3/4"
3"
8" TYP.
SEE ROOF CALCS
12" AT TOP AND ABOVE GRADE
1/2"
NOTE:
FOR GUTTER EXPANSION
JOINT DETAIL SEE
2x3 DOWNSPOUT PER ROOF
PLAN W/ STRAPS TO
SUBSTRATE @ 36" O.C. MAX.
TYPICAL AND EQUALLY SPACE
GUTTER STRAP @ 36" O.C
MAX TYPICAL AND 6" FROM ENDS
AT DIRECTION CHANGES
GUTTER FINISH AND COLOR
TO MATCH METAL ROOF,
ALLOW FOR EXPANSION AND
CONTRACTION PER CDA
STANDARDS
2" TALL FLOW DAM, TYPICAL
AT EACH DOWNSPOUT
ON LOW SIDE OF OUTLET
16 GA. x 2" WIDE GUTTER
BRACKET AT 36" O.C.
STRAINER
GUTTER OUTLET
8 A-720
SEE ROOF CALCS
METAL ROOF ASSEMBLY O/RIGID
INSULATION O/WRB
POP RIVETS PER MANUF. REQ.
ROOF UNDERLAYMENT WRB,
LAP O/ FASCIA 3"
ROOF FRAMING PER STRUCT.
2x12 WOOD FASCIA
BUTYL TAPE
HIGH EAVE
METAL ROOFING
3" = 1'-0"
CLEAT PER MANUFACTURER
FLASHING PER ROOFING
MANUFACTURER. FINISH TO
MATCH ROOFING MATERIAL
PANEL CLIP
'Z' CLOSURE PER ROOFING
MANUFACTURER
BUTYL SEALANT
ROOF SHEATHING PER STRUCT.
BLOCKING @ RIGID INSULATION,
WHERE OCCURS
RIGID INSULATION PER T24,
WHERE OCCURS
METAL SOFFIT, FASTEN PER MFGR., TYP.
BRAKE METAL FASCIA WRAP,
MATCH ROOF FINISH
CONTINUOUS SOFFIT VENT
LINE OF RAFTER TAILS BEYOND
BLOCKING WHERE REQUIRED
SEALANT TO INSIDE BOOT
AT CONTACT TO PIPE PRIOR
TO CLOSURE OF DRAW BAND,
TYPICAL
PIPE PENETRATION
METAL ROOFING
1 1/2" = 1'-0"
DRAW BAND, TYPICAL
MEMBRANE COLLAR
FLASHING TP PIPE PRIOR
TO BOOT INSTALLATION
NOTES:
1. ROOFING CONTRACTOR TO MAKE
ALL PENETRATIONS
2. AT HIGH TEMPERATURE PIPE
PENETRATIONS USE SILICONE BOOT,
TYPICAL
MIN.
1"
ROOF
PANEL
MEMBRANE
FLASHING
PIPE
RUBBER BOOT FLASHING TO
ROOF PANEL W/#12X3/4" TEK
SCREWS W/NEOPRENE
WASHERS @ 4" O/C ALL AROUND
SET IN SEALANT BED, TYPICAL
SEALANT TO TOP OF
BOOT AFTER CLOSURE,
TYPICAL
ROOF ASSEMBLY PER ROOF PLAN
AND STRUCTURAL DRAWINGS
RIDGE CAP
ROOF UNDERLAYMENT WRB
ROOF FRAMING PER STRUCT.
ROOF SHEATHING PER STRUCT.
EAVE PLATE BY ROOFING MFR.
DOUBLE BEAD TAPE SEALANT, TYP.
#12 x 1" SD
#10 x 1" PHW, 12" O.C.
CLIP W/ 2-#10 x 1" PHW
Z-CLOSURE
END DAM
1/4"-14 x 7/8" STITCH XL, 3 PER PANEL
METAL ROOFING PANEL
RIDGE CAP
METAL ROOFING
1 1/2" = 1'-0"
RIGID INSULATION PER T24
BLOCKING
RIDGE VENTING
METAL ROOFING
1 1/2" = 1'-0"
METAL ROOF ASSEMBLY O/RIGID
INSULATION O/WRB
ROOF FRAMING PER STRUCT.
RIDGE CAP
ROOF SHEATHING PER STRUCT.
1 1/2" 1 1/2"
CONTINUOUS RIDGE BLOCKING
CONTINUOUS FLAT BLOCKING
WITH E.N., TYP.
VULCAN VENT, VENT SHALL BE
FLAME AND EMBER RESISTANT
LISTED COMPLYING WITH ASTM
E2886 OR CAL FIRE SFM12-7A
RIGID INSULATION PER T24
BLOCKING
METAL ROOFING PANEL
3" MIN.
OFFSET CLEAT ATTACH W/ #10-12 x 1"
PHW AT 12" O.C.
TUBE SEALANT BTW
PANEL RIBS
VALLEY FLASHING
ROOF UNDERLAYMENT WRB
ROOF FRAMING PER STRUCT.
ROOF SHEATHING PER STRUCT.
10"
ROOF VALLEY
METAL ROOFING
3" = 1' - 0"
2"
RIGID INSULATION PER T24
BLOCKING
METAL ROOFING FLASHING
SHED ROOF AT METALSIDING
3" = 1'-0"
SHAPED BLOCKING, TYP.
INTERIOR FINISH
PER PLAN
METAL ROOF
ASSEMBLY
6" MIN.
ROOF FRAMING
PER STRUCT.
WALL FRAMING AND
INSULATION PER FLOOR PLAN
SHEATHING PER STRUCT.
WOOD BLOCKING
WHERE OCCURS, TYP.
ROOF SHEATHING PER STRUCT.
END DAM BY ROOFING MFGR.
6" WIDE CONT. STRIP (CASAM)
FLASHING LAPPED OVER
METAL ROOF FLASHING
2 LAYERS WATER RESISTANT
BARRIER (WRB) OVER SHEATHING
AND LAPPED OVER CASAM AND
SILL / HEAD TRIM, TYP.
FLASHING BY ROOFING MFGR.
ROOF UNDERLAYMENT (WRB)
OVER ROOF SHEATHING,
EXTEND UP WALL BEHIND
METAL ROOF FLASHING
METAL SIDING ASSEMBLY
OVER RIGID INSULATION
METAL SIDING CLOSURE, FASTENER
PER METAL SIDING MFGR., TYP.
SILL / HEAD TRIM BY
METAL SIDING MFGR., TYP.
RIGID INSULATION
PER T24
SOLATUBE 290DS
CURB FLASHING @ PITCHED ROOF & HARD
CEILING CONDITION
NTS
SKYLIGHT FLASHING 1-1/2" = 1'-0"
GENERAL NOTES:
CURB FLASHINGS ARE DESIGNED TO FLOAT WITH EXPANSION AND CONTRACTION OF THE PANELS. A WEATHERTIGHT SEAL IS CRITICAL BETWEEN BASE FLASHING & UNDERSIDE OF PANELS.
COUNTER FLASHING FASTEN TO CURB
HEADWALL FLASHING WITH CLOSURE SYSTEM
USED AT HEAD OF CURB
CURB FLASHING IS TO BE INSTALLED WITH A 1"
CLEARANCE BETWEEN FLASH & MECH. CURB
KEYHOLE RIB CLOSURE
RIVET PANEL TO CURB @ 4" O.C. MAX WITH A
CONTINUOUS BEAD OF SEALANT ON EACH
SIDE OF RIVETS. AT STIFFENING BEADS SEAL
WITH FOAM ROD AND SEALANT
CLIP TO BE INSTALLED AT LEAST 1" FROM
END OF CURB FLASHING
A FLASHING @ LOW END
B FLASHING @ HIGH END
C FLASHING @ RAKE
COUNTER FLASHING BY SKY LIGHT MANUFACTURES
COUNTER FLASHING FASTEN TO MECH. CURB
RIVET PANEL TO CURB @ 4" O.C. MAX.
WITH A CONTINUOUS BEAD OF
EASLANT ON EACH SIDE OF RIVETS.
AT STIFFENING BEADS SEAL WITH
FOAM ROD & SEALANT.
PANEL END CLOSURE
FORMED CRICKET OVER SHAPED
RIGID INSULATION
CURB FLASHING IS TO BE INSTALLED
WITH A 1" CLEARANCE BETWEEN
FLASHING AND MECHANICAL CURB.
COUNTER FLASH BY SKYLIGHT MANUFACTURE
CURB FLASHING IS FABRICATED WITH 1" STIFFENING LEG
CURB FLASH IS TO BE INDEPENDENT FROM
STRUCTURAL CURB. CURB IS POSITIVELY FASTENED
TO PANELS THEREFORE CURB WILL EXPAND AND
CONTRACT WITH PANELS.
FIELD CUT PANELS TO SUIT CURB & RIVET
TOGETHER WITH CONT. SEALANT ON EACH SIDE OF
RIVETS. RIVETS @ 4" O.C. MAX.
10" MIN.
1"
4" MIN.
12" MIN.
10" MIN. HIGH
PT.
4" @
24" MIN.
4" MIN. 8" MIN.
10" MIN.
6" MIN.
EAVE / FASCIA
METAL ROOFING AT OVERHANG
3" = 1'-0"
METAL ROOFING PANEL O/RIGID INSULATION,
WHERE OCCURS
SEALANT PER MFR. REQUIREMENTS
OFFSET CLEAT PER MFR REQUIREMENTS
GUTTER STRAP AT 36" O.C.
2" TALL FLOW DAM AND STRAINER
AT EACH DOWNSPOUT
2" DIA. DOWNSPOUT
METAL GUTTER, COLOR
AND FINISH TO MATCH
METAL ROOFING
ROOF UNDERLAYMENT WRB, LAP O/ FASCIA 3"
2x12 WOOD FASCIA,
CUT TO FIT
ROOF SHEATHING PER STRUCT.
4 A-720
METAL SOFFIT, FASTEN PER MFGR., TYP.
2X10 RAFTER TAILS
CONTINUOUS PERFORATED METAL VENT SEE ROOF CALCS
1/2"
BRAKE METAL FACIA WRAP,
MATCH ROOF FINISH
SEE ROOF CALCS
METAL ROOF ASSEMBLY O/RIGID
INSULATION O/WRB
CONT. TRIM CLEAT
ALIGN W/LINE OF GUTTER AT EAVE
NOTE: ALIGN CLEAT W/BOT OF GUTTER @
ADJACENT EAVE
RAKE CLEAT, FASTEN PER MFGR.
REQUIREMENTS, TYPICAL
VERTICAL SEAM FLOATING RAKE ANGLE
RAKE TRIM W/ HEMMED EDGE, FINISH
TO MATCH ROOF PANEL
FASTENERS PER MANUFACTURER,
TYPICAL
ROOF UNDERLAYMENT WRB,
LAP O/ FASCIA 3" MIN
ROOF SHEATHING PER STRUCT.
RAKE / FASCIA CONDITION
METAL ROOFING
3" = 1'-0"
METAL SOFFIT, FASTEN PER MFGR., TYP.
2x WOOD FASCIA
2X10 RAFTER TAILS FRAMING
BRAKE METAL FACIA WRAP,
MATCH ROOF FINISH
BLOCKING @ RIGID INSLATION,
WHERE OCCURS
RIGID INSULATION PER T24,
WHERE OCCURS
CONTINUOUS SOFFIT VENT
LINE OF RAFTER TAILS BEYOND
BLOCKING WHERE REQUIRED
ROOF UNDERLAYMENT WRB,
LAP O/ FASCIA 3"
2x12 WOOD FASCIA
HIGH EAVE
METAL ROOFING
3" = 1'-0"
CLEAT PER MANUFACTURER
FLASHING PER ROOFING
MANUFACTURER. FINISH TO
MATCH ROOFING MATERIAL
ROOF SHEATHING PER STRUCT.
CONTINUOUS VENT
JAMB TRIM BY METAL SIDING MFGR.
METAL ROOFING PANEL
POP RIVETS PER MANUF. REQ.
BUTYL TAPE
PANEL CLIP
'Z' CLOSURE PER ROOFING
MANUFACTURER
BUTYL SEALANT
2X10 RAFTER TAILS
BRAKE METAL FACIA WRAP,
MATCH ROOF FINISH
METAL SOFFIT, FASTEN PER MFGR., TYP.
RIGID INSULATION PER T24
BLOCKING
BLOCKING, WHERE REQUIRED
METAL ROOF ASSEMBLY
O/RIGID INSULATION O/WRB
CONT. TRIM CLEAT
ALIGN W/LINE OF GUTTER
@ EAVE
RAKE CLEAT, FASTEN PER MFGR.
REQUIREMENTS, TYPICAL
VERTICAL SEAM FLOATING
RAKE ANGLE
RAKE TRIM W/ HEMMED EDGE,
FINISH TO MATCH ROOF PANEL
FASTENERS PER MFG, TYP
ROOF UNDERLAYMENT WRB,
LAP O/ FASCIA 3" MIN
ROOF SHEATHING PER STRUCT.
TIGHT RAKE
METAL ROOFING
3" = 1'-0"
2x BLOCKING
ROOF FRAMING PER STRUCT
BRAKE METAL FASCIA WRAP,
MATCH ROOF FINISH
BLOCKING
RIGID INSULATION PER T24
BLOCKING TO MATCH DEPTH OF SOFFIT
PANEL @ CLERESTORY
SHEATHING PER STRUCT
BACKER ROD AND SEALANT
METAL PANEL O/RIGID INSULATION
METAL SIDING
AT EXTERIOR SOFFIT VENT
3" = 1'-0"
2 LAYERS WATER RESISTANT BARRIER
(WRB), TYP.; LAP WRB OVER CASAM
BATT INSULATION
METAL SOFFIT, FASTEN PER MFGR.,
TYP.
CONTINUOUS SOFFIT VENT
RIGID INSULATION
SHEATHING PER STRUCT.
SOFFIT FRAMING PER STRUCT.
LINE OF SOFFIT FRAMING
BEYOND
SKYLIGHT FLASHING
PLAN
3/4"=1'-0"
4 PIECE CURB
ROOF SLOPE
1" INTERLOCKING HEMS, SEALED AND
RIVETED. DOWNSLOPE HEMS TO RUN
PARALLEL WITH PANELS. HEMS ON
UPSLOPE SIDE TO RUN PERPENDICULAR
TO PANELS.
FORMED CRICKET AT
REAR OF CURB.
1" STIFFENING LEG AT 45
FROM CURB.
FOR FLASHING SECTIONS, REFER TO
FIELD VERIFY =
FIELD VERIFY =
24" MIN.
12" LAP
12" MIN.
10" MIN.
6" MIN.
14 A-720
14 A-720
14 A-720
C
B
A
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
7/3/2024 12:48:35 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt A-720
METAL ROOF
DETAILS
DCWWTP OPERATIONS
AND LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
8 4
1 7
5 6
9 23 11
14 3
2 20 16 12
15 NO. DATE DESCRIPTION
2/28/25
BID SET (PRELIMINARY)
WALL FRAMING PER STRUCT.
THERMAL BATT WALL INSULATION
ROOFING MEMBRANE,
FULLY ADHERED
TERMINATION BAR
WELDED CONT. TO
BASE MEMBRANE
ROOF SHEATHING PER STRUCT.
THERMAL BATT
ROOF INSULATION
ROOF FRAMING PER STRUCT.
BASE ROOFING MEMBRANE
SHEATHING PER STRUCT.
WALL / PARAPET TRANSITION
SINGLE PLY ROOFING
3" = 1' - 0"
CANT STRIP
ROOF PENETRATION, TYP.
ROOF FRAMING PER STRUCT.
SEALANT, TYP.
THERMAL BATT
ROOF INSULATION
DRAW BAND, TYP.
ROOF MEMBRANE FLASHING, TYP.
ROOF MEMBRANE FLASHING, TYP.; 1"
MINIMUM TURN-UP AT ROOF PENETRATION.
ROOF MEMBRANE ADHESIVE, TYP
FASTENER, TYP.; TYPE, SIZE AND
LOCATION PER ROOFING MFGR.
RECOMMENDATIONS
1-1/2" CONTINUOUS WELD, TYP.
ROOFING MEMBRANE, TYP.
SEALANT, TYP.
1-1/2" CONTINUOUS WELD, TYP.
SEALANT, TYP.
ROOF PENETRATION, TYP.
THERMAL BATT
ROOF INSULATION
SEALANT, TYP.
ROOF FRAMING PER STRUCT.
STAINLESS STEEL CLAMP
FASTENER, TYP.; TYPE, SIZE AND
LOCATION PER ROOFING MFGR.
RECOMMENDATIONS
PREMOLDED BOOT
HEAT WELDED LAP, TYP.
ROOFING MEMBRANE, TYP.
FIELD WRAPPED PENETRATION FLASHING
PREMOLDED PENETRATION FLASHING
6" MIN.
ROOF SHEATHING PER STRUCT.
ROOF SHEATHING PER STRUCT.
ROOF PENETRATIONS
SINGLE PLY ROOFING
3" = 1'-0"
SEALANT
ROOFING MEMBRANE
THERMAL BATT ROOF INSULATION
ROOF FRAMING PER STRUCT.
FASTENER- TYPE, SIZE AND
LOCATION AS RECOMMENDED BY
ROOFING MANUFACTURER
CONTINUOUS HEAT WELD
5" OVERLAP
1 5/8" MIN.
ROOF SHEATHING PER STRUCT.
TYPICAL FASTENER & LAP
SINGLE PLY ROOFING
3" = 1' - 0"
SEALANT PER MFG, TYP.
ROOF MEMBRANE, TYP.
THERMAL BATT ROOF INSULATION
ROOF FRAMING PER STRUCT.
WALKWAY MEMBRANE, BY
ROOFING MFGR.
1-1/2" CONTINUOUS WELD AROUND EDGE OF
WALKWAY; MEMBRANE SHALL BE WATERTIGHT.
ROOF SHEATHING PER STRUCT.
ROOF WALKWAY
SINGLE PLY ROOFING
3" = 1' - 0"
PROVIDE ROSIN PAPER SLIP SHEET BETWEEN
CASAM AND ROOF MEMBRANE, TYP.
1/4":1' SLOPE
NOTE:
FOR COPING JOINT SEE DETAIL
FOR PERPENDICULAR WALL
FLASHING AT COPING SEE DETAIL
METAL SIDING ASSEMBLY, TYP.
SHEATHING PER STRUCT., TYP.
PARAPET FRAMING PER STRUCT.
METAL PARAPET COPING BY SIDING MFGR.,
TYP.; MATERIAL AND FINISH TO
MATCH METAL SIDING PANELS . 12
A-721
12 A-721
11 A-721
PARAPET CAP
AT METAL SIDING (NO RIGID INSULATION)
3" = 1' - 0"
2 LAYERS WATER RESISTANT BARRIER (WRB)
OVER SHEATHING
COLD APPLIED SELF-ADHERING MEMBRANE
(CASAM); APPLY OVER T.O. WALL, DOWN OVER
BOTH LAYERS OF WRB, AND 2" MIN. DOWN F.O.
SHEATHING UNDER ROSIN PAPER AND ROOF
ROOF MEMBRANE, TYP.
MEMBRANE,
EXTEND
OVER ROSIN
PAPER
20 GA. GSM
CLEAT
CONT. SHAPED
WOOD BLOCKING,
TYP.
20 GA. GSM CLEAT
METAL SIDING CLOSURE PER MFGR, TYP.
DIM. POINT
T.O. PARAPET FRAMING
PROVIDE ROSIN PAPER SLIP SHEET BETWEEN
CASAM AND ROOF MEMBRANE, TYP.
1/4":1' SLOPE
NOTE:
FOR COPING JOINT SEE DETAIL
FOR PERPENDICULAR WALL
FLASHING AT COPING SEE DETAIL
METAL SIDING ASSEMBLY, TYP.
SHEATHING PER STRUCT., TYP.
PARAPET FRAMING PER STRUCT.
METAL PARAPET COPING BY SIDING MFGR.,
TYP.; MATERIAL AND FINISH TO
MATCH METAL SIDING PANELS . 12
A-721
12 A-721
11 A-721
PARAPET CAP
AT METAL SIDING
3" = 1' - 0"
2 LAYERS WATER RESISTANT BARRIER (WRB)
OVER SHEATHING
COLD APPLIED SELF-ADHERING MEMBRANE
(CASAM); APPLY OVER T.O. WALL, DOWN OVER
BOTH LAYERS OF WRB, AND 2" MIN. DOWN F.O.
SHEATHING UNDER ROSIN PAPER AND ROOF
ROOF MEMBRANE, TYP.
MEMBRANE,
EXTEND
OVER ROSIN
PAPER
20 GA. GSM
CLEAT
CONT. SHAPED
WOOD BLOCKING,
TYP.
20 GA. GSM CLEAT
METAL SIDING CLOSURE PER MFGR, TYP.
RIGID INSULATION, TYP.
DIM. POINT
T.O. PARAPET FRAMING
RAKE
METAL ROOFING AT METAL SIDING
3" = 1' - 0"
6"
2"
THERMAL BATT
ROOF INSULATION
ROOF FRAMING
PER STRUCT.
SHEATHING PER STRUCT., TYP.
2 LAYERS WATER RESISTANT BARRIER
(WRB), TYP.; WRB SHALL EXTEND OVER
CASAM AND DRIP/SILL FLASHING
COLD APPLIED SELF-ADHERING MEMBRANE (CASAM);
APPLY UNDER WRB AND LAP OVER RAKE FLASHING
METAL SIDING ASSEMBLY, TYP.
RAKE CLEAT
FLASHING TRIM, FASTEN PER MANUFACTURER, TYP.
VERTICAL SEAM FLOATING RAKE ANGLE
METAL ROOF ASSEMBLY OVER ROOF
UNDERLAYMENT WRB. WRB TO CONTINUE
UP WALL 8"
8"
ROOF SHEATHING
PER STRUCT.
2" 4"
DRIP/SILL FLASHING BY METAL SIDING MFGR.
ROOF MEMBRANE OVER SHEATHING
RIGID INSULATION
PER T24, WHERE OCCURS
BLOCKING @ RIGID INSULATION
2-1/2"x2" STEEL STRINGER
FACE OF WALL
GENERAL NOTES:
1. GRIND ALL EDGES SMOOTH
2. PRIME AND PAINT PER SPECS.
3/4" ROUND BAR - WELD ALL AROUND
TO FLAT BAR AT 12" CENTERS (TYP.)
8"x4"x1/2" ANGLE-WELD TO FLAT BAR
AT 4'-0" O.C.
5/8" DIA. BOLTS INTO BLOCKING AT 4'-0" O.C.
2x10 WOOD BACKING PLATE
2x WALL FRAMING
1'-6"
7"
ROOF ACCESS LADDER
AT STUD WALL
1 1/2" = 1'-0"
FINISH FLOOR
GENERAL NOTE:
CENTER STRINGER AT ROOF HATCH OPENING.
LATCH HATCH WITH HINGE SIDE AT OPPOSITE
LOCATION RELATIVE TO LADDER
ROOF HATCH
ROOF FRAMING AND DECKING. REFER TO
STRUCTURAL DOCUMENTS
STEEL LADDER STRINGER
ATTACHMENT ANGLE SUPPORT, 3 PAIR
MINIMUM
PRE MANUFACTURED SAFETY CAGE PER OSHA
REQUIREMENTS AT LADDER
ROOFING MEMBRANE ASSEMBLY INSTALLED
PER MFTR. RECOMMENDATIONS
FRICTION FIT BATT INSULATION
7'-0" AFF.
4'-0" MAX.
1"
12"
6"
TYPICAL
12"
2"
A-721
10 8
A-721
ROOF ACCESS HATCH 1/2" = 1'
-0"
MECHANICALLY FASTEN MEMBRANE
PER ROOFING MFTR. REQUIREMENTS
TPO COATED METAL FLASHING
INSULATED ROOF HATCH CURB
SHEATHING PER STRUCT.
STRUCTURAL REINFORCEMENT PER STRUCT.
THERMAL BATT ROOF INSULATION
6" MIN.
ROOF SCUTTLE
AT ROOF ACCESS HATCH
1 1/2" = 1'-0"
EXTERIOR GYP. SHEATHING, TYP.
ROOF FRAMING PER STRUCT.
4"
BACKER ROD & SEALANT @
TRANSITION TO CAP
SLOPE FLASHING UP UNDER METAL ROOFING 6"
(WALL PARAPET) 20GA GALV'D SHT MTL CAP
FLASHING WITH FULL SOLDERED SEAMS
RECESSED FLANGE (SET BEHIND CEMENT
PLASTER ASSEMBLY)
METAL ROOFING TO EXTEND
12" OVER FLASHING 10"
.
PARAPET FLASHING
AT PERPENDICULAR WALL
1 1/2" = 1'-0"
PROVIDE MASTIC BED BETWEEN
JOINT PROFILE PER SEAM/JOINT AND SUBSTRATE
SMACNA
22 GA. GSM FLASHING COPING PER SMACNA
CHART 12 "COPING DESIGN" TYPE "J9-DRIVE".
SEAM/ JOINT SPACING PER SMACNA
RECOMMENDATIONS. FINISH TO MATCH ROOF
PANEL
SECTION/ELEVATION
AXONOMETRIC
PARAPET COPING
AT SEAM / JOINT
1 1/2" = 1'-0"
SUPPLEMENTAL 2x4 BLK. EA.
DIRECTION. COORD. W/ ROOF
STRUCT. & STRUCT. DWGS..
DRAIN BODY OVERFLOW DRAIN
STRAINER
OVERFLOW w/STRAINER
CLAMPING RING
FLASHING PER TPO ROOF MFTR. SPECS.
ROOFING- SEE SPECS
FLASHING PER TPO ROOF
MANUFACTURER SPECS.
STRUCT. PLYWOOD SHEATHING
FRAMED CRICKET AT DRAIN
ASSEMBLY TO PARAPET W/ 1/2"
PER 1'-0" SLOPE, MIN.
NOTE: COORDINATE AND COMPLY WITH ALL SPECIFIC REQ. OF ROOFING MFTR.
DETAILS TO BE USED IN CONJUNCTION WITH STANDARD GUIDE SPECS CONTAINING REQUIREMENTS FOR NAILERS, INSULATION, SLIPSHEETS, SEALANT ETC..
PARAPET CAP
+6" ABOVE MAIN ROOF
REFER TO PLUMBING DWGS.
SECTION
PLAN N.T.S.
2'-0" TYP.
11" TYP.
5'-0" TYP.
2"
2 1/8"
ROOF DRAIN & OVERFLOW
AT TPO OVER RIGID INSULATION CRICKET
1 1/2" = 1'-0"
MEMBRANE SEALANT PER MFG
ROOFING MEMBRANE,
FULLY ADHERED
TERMINATION BAR
ROOF SHEATHING PER STRUCT.
THERMAL BATT
ROOF INSULATION
ROOF FRAMING PER STRUCT.
BASE ROOFING MEMBRANE
ROOF CURB
SINGLE PLY ROOFING
3" = 1' - 0"
CANT STRIP
EQUIPMENT SUPPORT BRACKET
WELDED CONT. TO
BASE MEMBRANE
EQUIPMENT CURB
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS #
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
7/3/2024 12:48:38 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt A-721
TPO ROOF DETAILS
DCWWTP OPERATIONS
AND LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
123456789
10 11
12 14
13 NO. DATE DESCRIPTION
2/28/25
BID SET (PRELIMINARY)
CANOPY SECTION 3"=1'-0"
STEEL ANGLE OUTRIGGER,
REFER TO STRUCTURAL
DRAWINGS
BAR GRATING AT
TRELLIS ASSEMBLY
SUPPORT STEEL ANGLE
AT BAR GRATING
PERIMETER, REFER TO
STRUCTURAL DRAWINGS
SUPPORT STEEL 'T' BAR
AT BAR GRATING
PERIMETER, REFER TO
STRUCTURAL DRAWINGS
CANOPY DETAIL AT ENTRY STOREFRONT 3" = 1'-0" ALIGN
HSS BEAM PER STRUCT.
INTERIOR EXTERIOR ALIGN 10"
STEEL 'T' BAR SUPPORT IN
BETWEEN BAR GRATING
SECTIONS
CANOPY STEEL STRUCTURE FASCIA,
REFER TO STRUCTURAL DRAWINGS
BAR GRATING AT TRELLIS ASSEMBLY
EDGE OF CANOPY SUPPORT STEEL
ANGLE AT CANOPY PERIMETER,
REFER TO STRUCTURAL DRAWINGS
STEEL ANGLE OUTRIGGER BEYOND,
REFER TO STRUCTURAL DRAWINGS
SUPPORT STEEL ANGLE AT BAR
GRATING PERIMETER, REFER TO
STRUCTURAL DRAWINGS
STOREFRONT BRAKE
METAL PER DETAIL
22 A-710
1"
CANOPY FASCIA DETAIL - GRATE 3"=1'-0"
STEEL 'T' BAR SUPPORT IN BETWEEN
BAR GRATING SECTIONS
CANOPY STEEL STRUCTURE FASCIA,
REFER TO STRUCTURAL DRAWINGS
BAR GRATING AT TRELLIS ASSEMBLY
STEEL ANGLE OUTRIGGER BEYOND,
REFER TO STRUCTURAL DRAWINGS
SUPPORT STEEL ANGLE AT BAR
GRATING PERIMETER, REFER TO
STRUCTURAL DRAWINGS
4 A-730
C D G
10 11
F
3 A-730
24 A-730
BAR GRATING
CANOPY STEEL STRUCTURE FASCIA, REFER TO STRUCTURAL DRAWINGS
CANOPY STEEL STRUCTURE
FASCIA, REFER TO
STRUCTURAL DRAWINGS.
CANOPY SUPPORT, REFER
TO STRUCTURAL DRAWINGS.
18'-4 5/8"
20'-8 1/2" 54'-11"
7'-1 1/2" 4'-5 1/4" 4'-7" 4'-6 3/4" 8'-2" 10'-8" 12'-0" 12'-0" 12'-1" 2'-2 1/2" 3'-6 1/2" 3'-0 1/4" 3'-0 1/4" 3'-2 1/4"
15 A-730
2 A-730
24 A-730
DRAIN CHAIN
METAL GUTTER
METAL ROOF
CL
CL
CL
CL
CL
CL
CL CL
CL CL CL
1 22
A-730
22 A-730
SLOPE
GALV METAL GUTTER
DOWNSPOUT
10'-11"
4'-8 1/2"
STEEL CHANNEL (3) SIDES
HSS SUPPORT BEAM PER STRUCT
CANOPY EDGE DETAIL - MTL PANEL 3"=1'-0"
GALV METAL GUTTER
CANOPY STEEL STRUCTURE FASCIA,
REFER TO STRUCTURAL DRAWINGS
1" METAL SOFFIT PANEL BETWEEN HSS BEAMS BEYOND
STEEL BEAM, SEE STRUCT
1" METAL ROOFING
SLOPE TO GUTTER
STEEL BEAM, SEE STRUCT
5 1/2"
4"
A - LAB CANOPY AT METAL SIDING @ SUPPORT HSS BEAM 3" = 1'-0" 1" METAL ROOFING; SLOPE TO DRAIN
ALL CONNECTIONS SET IN SEALANT
GALV METAL GUTTER
STEEL CHANNEL BEYOND
FILL CAVITY W/RIGID INSULATION
BITUTHANE WATERPROOFING O/METAL FLASHING
(2) LAYERS WRB O/SHEATHING
DOWNSPOUT
METAL PANEL
RIGID INSULATION, R-VALUE PER T24
BACKER ROD & SEALANT
HSS PER STRUCTURAL
HSS BEAM PER STRUCT
SUPPORT POST PER STRUCT
B.O. STEEL
SEE SECTION
SEE STRUCT
BITUTHANE WATERPROOFING
B - LAB CANOPY AT METAL SIDING, TYP CONDITION 3" = 1'-0" EDGE OF PERIMETER C-CHANNEL; TERMINATE AT RIGID INSULATION
METAL PANEL
RIGID INSULATION, R-VALUE PER T24
BACKER ROD & SEALANT
HSS PER STRUCTURAL
HSS BEAM BEYOND PER STRUCT
B.O. STEEL
SEE SECTION
SEE STRUCT
1" METAL ROOFING; SLOPE TO DRAIN
ALL CONNECTIONS SET IN SEALANT
GALV METAL GUTTER
STEEL CHANNEL BEYOND
FILL CAVITY W/RIGID INSULATION
BITUTHANE WATERPROOFING O/METAL FLASHING
(2) LAYERS WRB O/SHEATHING
SUPPORT POST PER STRUCT
BITUTHANE WATERPROOFING
EDGE OF C-CHANNEL; TERMINATE AT RIGID INSULATION
2"
4"
SOUTH CANOPY DETAIL AT CMU 3"=1'-0" SOUTH CANOPY DETAIL AT STOREFRONT 3"=1'-0"
CANOPY FASCIA DETAIL
2 A-730
4 A-730
METAL FLASHING
BITUTHANE WATERPROOFING O/METAL FLASHING
(2) LAYERS WRB O/SHEATHING
HEADER & CANOPY CONNECTION PER STRUCTURAL
CONC EMBEDDED RODS @ ANCHOR PLATE
STEEL ANCHOR PLATE
BITUTHANE WATERPROOFING O/METAL FLASHING
(2) LAYERS WRB O/SHEATHING
HEADER & CANOPY CONNECTION PER STRUCTURAL
ALIGN
1/4" MIN. BACKER ROD &
SEALANT, TYP. BOTH SIDES
BLOCKING
CANOPY FASCIA DETAIL
2 A-730
4 A-730
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
7/3/2024 12:48:41 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt A-730
CANOPY DETAILS
DCWWTP OPERATIONS
AND LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
4 15 3
21 1/4" = 1'-0"
ENLARGED CANOPY PLAN - MAIN ENTRY 5 1/2" = 1'-0"ENLARGED CANOPY - LABORATORY ENTRY 22 2
24 NO. DATE DESCRIPTION
2/28/25
BID SET (PRELIMINARY)
WALL FRAMING AND INSULATION PER PLAN
5/8" TYPE 'X' GYP. BD. EA. SIDE,
(1) SIDE FOR FURRED WALL
(2) #10 SMS AT EACH CLIP
SECURE DIAGONAL BRACES TO WALL FRMG. SEE
PLANS FOR ADDITIONAL INFO
WALL FRAMING TOP TRACK
BLOCKING TYPICAL AT CEILING
FRAMING CLIP AT
EACH BRACE
(2) #10 SMS AT EACH BRACE
3 5/8" X 20 GA METAL STUD
DIA. BRACING AT 8'-0" O.C.
EACH WAY MAX., SEE
6" MIN.
PARTITION WALL
T.O.W. - NON-RATED
3" = 1'-0"
14 A-760
18 A-760
CEILING JOIST FRAMING
GYPSUM SHEATHING AT CEILING
WALL FRAMING AND INSULATION
PER PLAN
PARTITION WALL
T.O.W. AT CEILING JOIST
3" = 1'-0"
5/8" TYPE 'X' GYP. BD. EA. SIDE
CONCRETE SLAB PER STRUCT.
BOTTOM OF FURRED WALL
NON-RATED
3" = 1'-0"
5/8" TYPE 'X' GYPSUM BOARD SHEATHING,
ONE SIDE TYP.
WALL FRAMING AND INSULATION PER PLAN
SEE FINISH PLANS FOR BASE FINISH SEE FINISH PLANS FOR BASE FINISH
CONCRETE CURB, WIDTH TO MATCH
STUD SIZE
A AT FLOOR SLAB B AT CONCRETE CURB
CONTINUOUS SEALANT CONTINUOUS SEALANT
CONCRETE SLAB PER STRUCT.
FASTENER PER STRUCTURAL
3 1/2"
FASTENER PER STRUCTURAL
5/8" TYPE 'X' GYPSUM BOARD SHEATHING,
ONE SIDE TYP.
WALL FRAMING AND INSULATION PER PLAN
BOTTOM OF RESTROOM WALL
NON-RATED
3" = 1'-0"
5/8" TILE BACKER BOARD,
EACH SIDE TYP.
WALL FRAMING AND INSULATION PER PLAN
3 1/2"
A TILE ON BOTH SIDES B TILE ON ONE SIDE
5/8" TILE BACKER BOARD,
ONE SIDE TYP.
WALL FRAMING AND INSULATION PER PLAN
CONCRETE CURB, WIDTH TO MATCH
STUD SIZE
3 1/2"
CONTINUOUS SEALANT
WALL FINISH
WHERE OCCURS
CONCRETE SLAB PER STRUCT.
COVE BASE TRIM, TYP.
CONCRETE CURB, WIDTH TO MATCH
STUD SIZE
FASTENER PER STRUCTURAL
CONTINUOUS SEALANT,
BOTH SIDES
CERAMIC TILE AND GROUT OVER THIN SET
MORTAR
CERAMIC TILE AND GROUT OVER THIN SET
MORTAR, BOTH SIDES
CONCRETE SLAB PER STRUCT.
COVE BASE TRIM, TYP.
FASTENER PER STRUCTURAL
CERAMIC TILE AND GROUT OVER THIN SET
MORTAR
CERAMIC TILE AND GROUT OVER THIN SET
MORTAR, BOTH SIDES
BOTTOM OF WALL
TYPICAL
3" = 1'-0"
5/8" TYPE 'X' GYPSUM BOARD SHEATHING,
EACH SIDE TYP.
WALL FRAMING AND INSULATION PER PLAN
SEE FINISH PLANS FOR BASE FINISH
5/8" TYPE 'X' GYPSUM BOARD SHEATHING,
EACH SIDE TYP.
WALL FRAMING AND INSULATION PER PLAN
SEE FINISH PLANS FOR BASE FINISH
CONCRETE CURB, WIDTH TO MATCH
STUD SIZE
A AT FLOOR SLAB B AT CONCRETE CURB
CONTINUOUS SEALANT,
BOTH SIDES
FASTENER PER STRUCTURAL
3 1/2"
FASTENER PER STRUCTURAL
CONTINUOUS SEALANT,
BOTH SIDES
CONCRETE SLAB PER STRUCT. CONCRETE SLAB PER STRUCT.
TOP OF FULL HEIGHT WALL AT I-JOIST
NON-RATED
3" = 1'-0"
WALL AND INSULATION PER PLAN
I-JOIST BLOCKING
PER STRUCT.
WOOD I-JOIST PER STRUCT.
TOP OF WALL PERPENDICULAR TO I-JOIST TOP OF WALL PARALLEL TO I-JOIST
WALL FRAMING TOP TRACK
WALL AND INSULATION PER PLAN
WOOD I-JOIST PER STRUCT.
FRAMING CLIP AND FASTENER PER STRUCT. FRAMING CLIP AND FASTENER PER STRUCT.
WALL FRAMING TOP TRACK
TOP OF WALL PERPENDICULAR TO ROOF FRAMING TOP OF WALL PARALLEL TO SLOPED ROOF FRAMING
TOP OF FULL HEIGHT WALL AT METAL ROOF
NON-RATED
1 1/2" = 1'-0"
METAL ROOF ASSEMBLY,
REFER TO ROOF PLAN
I-BEAM PER STRUCT.
FRAMING CLIP AND FASTENER
PER STRUCT.
CEILING, REFER TO
REFLECTED CEILING PLAN
WALL AND INSULATION PER PLAN
ROOF INSULATION
2x BLOCKING PER STRUCT.
WALL AND INSULATION PER PLAN
CEILING, REFER TO
REFLECTED CEILING PLAN
METAL ROOF ASSEMBLY,
REFER TO ROOF PLAN
I-BEAM PER STRUCT.
ROOF INSULATION
BEVELED TOP TRACK
PER STRUCT.
WALL FRAMING TOP TRACK
MORTAR SET AT SHOWER 3"=1'-0"
TILE THIN SET OVER 2 COATS OF
WATERPROOF MEMBRANE W/
FIBERGLASS REINFORCING O/ TILE
BACKER BOARD
CONCRETE CURB, SEE
WATERTIGHT SHOWER PAN MEMBRANE O/
CONCRETE SLAB. EXTEND UP FACE OF
CURB AND WALL SHEATHING A MIN. OF 12"
AND TIE INTO WALL WATERPROOF
MEMBRANE.
REINFORCING SET IN SLURRY
BOND COAT
TILE O/ THIN SET O/ 1 LAYER OF
WATERPROOF MEMBRANE 1 1/2"
HYDROPHILIC WATERSTOP BAR.
SEE NOTE BELOW
NOTE: CONTRACTOR OPTION TO POUR
MONOLITHICALLY W/O WATER STOP
P.T. WOOD NAILER
SET IN CURB, TYP.
T.O. SLAB
SOUND ATTENUATION INSULATION, WHERE
OCCURS PER WALL SCHEDULE AND PLAN.
END OF WALL 3"=1'-0"
GYPSUM WALLBOARD
CORNER BEAD
1" x 3" x 18 GA. STRANDS @ BOTH SIDES
OF STUDS & SECURE TO EACH STUD WITH
#10 SMS @ 24" O.C. MAX.
STEEL STUD FRAMING
GYPSUM WALL BOARD
METAL STUD FRAMING
NOTES:
1. AT RATED WALL TO NON-RATED WALL,
CONTINUE RATED WALL PAST
INTERSECTING NON-RATED WALL.
2. AT SOUND WALL TO STANDARD WALL,
CONTINUE ENTIRE SOUND WALL PAST
STANDARD WALL.
WALL FRAMING
INTERSECTION
3"=1'-0"
SOUND ATTENUATION INSULATION, WHERE
OCCURS PER WALL SCHEDULE AND PLAN.
'T' INTERSECTION
GYPSUM WALL BOARD, TYP.
METAL STUD FRAMING
CORNER BEAD
CORNER INTERSECTION
SOUND ATTENUATION INSULATION, WHERE
OCCURS PER WALL SCHEDULE AND PLAN
METAL STUD WALL
AT HEADER - SECTION
3" = 1'-0"
TRACK
20 GA. METAL STUD
20 GA. TRACK
GYP. BD.
ALTERNATE BUILT-UP HEADER @ 48" AND LESS OPENINGS IN NON RATED WALLS
EXPOSED TILE EDGE FINISH 3"=1'-0"
SCHLUTER, JOLLY,
COLOR TBD, AT
EXPOSED EDGE OF
TILE
TILE
PLAN @ EXPOSED EDGE - WALL END
SCHLUTER, JOLLY,
COLOR TBD, AT
EXPOSED EDGE OF
TILE
TILE
SECTION @ EXPOSED EDGE
BACKING AND GRAB BAR ANCHORAGE
AT METAL STUD FRAMED WALLS
3" = 1'-0"
wp1.1
WALL FRAMING
6" x 16 GA. STRAP BACKING; EXTEND STRAP
BACKING ONE BAY MINIMUM PAST LAST
ATTACHMENT TO BACKING,TYPICAL
4 #10 SMS, TYPICAL
STRAP BACKING, TYPICAL U.O.N.
A. BACKING
4 #10 SMS, TYPICAL
WALL FRAMING
6" x 16 GA. TRACK BACKING WITH FLANGE
CUT BACK TO LAY OVER WALL FRAMING;
EXTEND BACKING ONE BAY MINIMUM PAST
LAST ATTACHMENT TO BACKING,TYPICAL
TRACK BACKING, WHERE NOTED
B. GRAB BAR ANCHORAGE
TILE, WHERE OCCURS
GYPSUM BOARD, TYPICAL; REFER TO
SPECIFICATIONS
3-5/8"x16 GA. MTL. BACKING
TRACK OR STUD ATTACHED AT
BOTH END TO WALL STUDS
MIN. 3- #12 TEKS @ EA. BRACKET, PREDRILLED WITH PIPE SPACER, MIN. 2 SCREWS AT TOP AND 1 SCREW AT BOTTOM; 1-1/2"
EMBEDMENT MINIMUM.
GRAB BAR & BRACKET
SNAP-ON ESCUTHEON
SECTION
METAL STUD BRIDGING NTS
B
COLD ROLLED CHANNEL BRIDGING
FOR 4" OR SMALLER STUD WIDTHS
A
STRAP BRIDGING
FOR ANY SIZE STUD
SEE PLANS AND WALL SCHEDULE FOR SIZE AND
SPACING OF STUDS
(2) #10 SMS, TYPICAL
COLD ROLLED CHANNEL 1-1/2" X 18 GA. CONT.
BRIDGING AT 4'-0" O.C. MAX.
ANGLE CLIP 1-1/2" X 1-1/2" X 18 GA. FULL WIDTH OF
STUD TYPICAL; FASTEN TO STUDS WITH (2) #10 SMS,
TYPICAL
METAL STUDS
(4) #10 SMS AT STRAP TO BLOCKING AND #10 SMS
STRAP TO EACH STUD, TYPICAL
METAL STUD TRACK BLOCKING TO MATCH STUD GA.
AT EACH END OF WLL AND 8'-0" O.C. TYPICAL
ANGLE CLIP 2" X 2" TO MATCH STUD GA X STUD
WIDTH LESS 1-1/2"; FASTEN TO STUDS WITH (2) #10
SMS, TYPICAL
1-1/2" X 20 GA
STRAP, CONT. @
4'-0" O.C. MAX. VERT.
SPACING
SPLICE STRAP AT
BLOCKING AS REQ'D
NOTES:
1. BRIDGING FOR 4" AND SMALLER STUDS SHALL BE CONSTRUCTED OF COLD ROLLED CHANNEL, U.O.N.
2. WHERE FULL HEIGHT SHEATHING OR GYP. BOARD. OCCURS ON BOTH SIDES OF METAL STUD FRAMING, THE BRIDGING MAY BE OMITTED, U.O.N.
3. AT CONDITIONS WHERE STRAP BRIDGING IS USED AND WHERE WALL SHEATHING OR GYP. BOARD. OCCURS ON ONE SIDE OF WALL ONLY, STRAP MAY BE OMITTED ON SIDE OF WALL WHERE SHEATHING OR GYP. BOARD.
OCCURS. IF DETAIL (B) IS USED, THEN COLD ROLLED CHANNEL IS REQUIRED.
METAL STUD FRAMING, SEE PLANS FOR WALL
TYPE
METAL STUD FRAMING, AT TOP AND
BOTTOM OF OPENING
RECESSED OR SEMI-RECESSED ACCESSORY
OR EQUIPMENT CABINET - REFER TO
SPECIFICATIONS
GYPSUM BOARD PER FINISH SCHEDULE
GYPSUM BOARD TOP, BOTTOM, & SIDES OF
RECESS
METAL STUD RUNNER AT TOP & BOTTOM
ADDITIONAL FURRING WHERE OCCURS
SHIFT RECESSED EQUIPMENT FLUSH WITH
WALL FINISH OR ADD FURRING IF REQUIRED.
VERIFY WITH ARCHITECT IN FIELD
SHIFT RECESSED EQUIPMENT FLUSH WITH WALL
FINISH, OR ADD FURRING IF REQUIRED. VERIFY
WITH ARCHITECT
ADDITIONAL FURRING WHERE OCCURS
SEMI-RECESSED ACCESSORY OR RECESSED
EQUIPMENT
5/8" TYPE 'X' GYPSUM BOARD TOP, BOTTOM &
SIDES OF RECESS
METAL STUD RUNNER AT TOP AND BOTTOM
METAL STUD FRAMING, SEE PLANS FOR WALL TYPE
ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR
GYPSUM VENEER BASE APPLIED PARALLEL TO EACH
SIDE OF 1 5/8" STEEL STUDS 24" O.C. WITH 1" TYPE S
DRYWALL SCREWS 8" O.C. AT EDGES AND 12" O.C. AT
INTERMEDIATE STUDS
JOINTS STAGGERED 24" ON OPPOSITE SIDES.
METAL STUD FRAMING, EACH SIDE
SECTION
PLAN
1 HR RATED CONDITION
NON - RATED CONDITION
PARTITION WALL RECESS
METAL STUD FRAMING
3" = 1'-0"
1/4" CLR. TYP.
SECTION
PLAN
1/4" CLR. TYP.
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
7/3/2024 12:48:44 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt A-740
INTERIOR WALL
DETAILS
DCWWTP OPERATIONS
AND LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
5 1
7 6
8 13
14 12
19 15 11
24 16
17 23
NO. DATE DESCRIPTION
2/28/25
BID SET (PRELIMINARY)
BOTTOM OF TILE WALL AT CURB
NON-RATED
3" = 1'-0"
CONCRETE CURB PER STRUCT.
3 1/2"
FRICTION FIT BATT INSULATION PER WALL
SCHEDULE
5/8" TYPE 'X' GYPSUM BOARD SHEATHING,
TYP. BOTH SIDES
WOOD STUD FRAMING PER FLOOR PLAN
SHEATHING PER STRUCT. WHERE OCCURS
CERAMIC TILE AND GROUT OVER
THIN SET MORTAR, ONE SIDE
ANCHOR BOLT PER STRUCT.
CONTINUOUS SEALANT,
TYP. BOTH SIDES
CONCRETE SLAB PER STRUCT.
COVE BASE TRIM, TYP.
CERAMIC TILE AND GROUT OVER
THIN SET MORTAR
BOTTOM OF WALL AT SLAB
NON-RATED
3" = 1'-0"
SEE FINISH PLANS FOR BASE FINISH
SILL PLATE PER STRUCT.
FRICTION FIT BATT INSULATION PER WALL
SCHEDULE
5/8" TYPE 'X' GYPSUM BOARD SHEATHING,
TYP. BOTH SIDES
WOOD STUD FRAMING PER FLOOR PLAN
SHEATHING PER STRUCT. WHERE OCCURS
ANCHOR BOLT PER STRUCT.
CONTINUOUS SEALANT,
TYP. BOTH SIDES
CONCRETE SLAB PER STRUCT.
PARTITION WALL RECESS
WOOD STUD FRAMING
3" = 1'-0"
SECTION / PLAN
CLR. TYP.
1/4"
RECESSED ACCESSORY / EQUIPMENT, TYPICAL INSTALL
FLUSH WITH WALL OR ADD FURRING IF REQUIRED; VERIFY
WITH ARCHITECT IN THE FIELD.
1-HOUR RATED WALL BEHIND RECESSED ACCESSORY PER
PER GA FILE NO. WP3510
GYPSUM BOARD, TYPICAL AT ALL SIDES OF RECESS
1-HOUR RATED WALL ASSEMBLY; REFER TO
FLOOR PLAN FOR LOCATIONS AND ASSEMBLY
GA FILE NO. WP 3510:
ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM
VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES
TO EACH SIDE OF 2X4 WOOD STUDS 24" O.C. WITH 6d
COATED NAILS, 1-7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.C.
JOINTS STAGGERED 24" ON OPPOSITE SIDES.
SECTION / PLAN
RECESSED ACCESSORY / EQUIPMENT, TYPICAL INSTALL
FLUSH WITH WALL OR ADD FURRING IF REQUIRED; VERIFY
WITH ARCHITECT IN THE FIELD.
GYPSUM BOARD, TYPICAL AT ALL SIDES OF RECESS 1/4" CLR. (TYP.) 2X WOOD STUD FRAMING, TYPICAL AT TOP, BOTTOM
AND SIDES OF OPENING
WALL ASSEMBLY; REFER TO FLOOR PLAN
FOR LOCATIONS AND ASSEMBLY
FULLY FILL CAVITY WITH UNFACED ACOUSTIC BATT
INSULATION
1 HR RATED CONDITION
NON - RATED CONDITION
WOOD STUD FRAMING, SEE PLANS FOR WALL TYPE
WOOD STUD FRAMING, SEE PLANS FOR WALL TYPE
SHEATHING PER STRUCT. WHERE OCCURS
SHEATHING PER STRUCT. WHERE OCCURS
TYPICAL WALL INTERSECTIONS
PLAN VIEWS
3" = 1'-0"
WALL SURFACE
WOOD STUD FRAMING
GYPSUM BOARD, U.N.O. 5/8"
TYPE 'X'
LC-BEAD
CONTINUOUS BEAD OF PAINTABLE
SEALANT OR FIRE CAULKING AT RATED
WALL
CORNER BEAD, TYPICAL
WOOD STUD JAMB FRAMING
GYPSUM BOARD, U.N.O.
5/8" TYPE 'X'
WOOD STUD FRAMING
GYPSUM BOARD, U.N.O.
5/8" TYPE 'X'
RUN GYPSUM WALL BOARD THROUGH
AT RATED WALLS
INSIDE CORNER BEAD, TYPICAL
GYPSUM BOARD, U.N.O.
5/8" TYPE 'X'
CORNER BEAD, TYPICAL
WOOD STUD FRAMING
INSIDE CORNER BEAD, TYPICAL
A WALL TERMINATIONB END OF WALLC "T" INTERSECTIOND CORNER SHEATHING PER STRUCT. WHERE OCCURS
SHEATHING PER STRUCT. WHERE OCCURS
SHEATHING PER STRUCT. WHERE OCCURS
SHEATHING PER STRUCT. WHERE OCCURS
TOP OF WALL AT PRE-FAB TRUSS
NON-RATED
3" = 1'-0"
PRE-FAB TRUSS - BOTTOM CHORD
TOP OF WALL PERPENDICULAR TO TRUSS
FRAMING CLIP PER STRUCT.
WALL FRAMING TOP PLATE
CEILING, REFER TO CEILING PLAN
FRICTION FIT BATT INSULATION PER WALL
SCHEDULE
5/8" TYPE 'X' GYPSUM BOARD SHEATHING,
TYP. BOTH SIDES
WOOD STUD FRAMING PER FLOOR PLAN
SHEATHING PER STRUCT. WHERE OCCURS
TOP OF WALL PARALLEL TO TRUSS
PRE-FAB TRUSS - BOTTOM CHORD
FRAMING CLIP PER STRUCT.
CEILING, REFER TO CEILING PLAN
FRICTION FIT BATT INSULATION PER WALL
SCHEDULE
5/8" TYPE 'X' GYPSUM BOARD SHEATHING,
TYP. BOTH SIDES
WOOD STUD FRAMING PER FLOOR PLAN
SHEATHING PER STRUCT. WHERE OCCURS
WALL FRAMING TOP PLATE
2X BLOCKING PER STRUCT.
TOP OF FULL HEIGHT SHEAR WALL
AT PRE-FAB TRUSS - NON-RATED
3" = 1'-0"
PRE-FAB TRUSS - BOTTOM CHORD
TOP OF WALL PERPENDICULAR TO TRUSS
BLOCKING
CEILING, REFER TO CEILING PLAN
FRICTION FIT BATT INSULATION PER WALL
SCHEDULE
5/8" TYPE 'X' GYPSUM BOARD SHEATHING,
TYP. BOTH SIDES
WOOD STUD FRAMING PER FLOOR PLAN
SHEATHING PER STRUCT. WHERE OCCURS
SHEATHING PER STRUCT.
ROOF ASSEMBLY PER ROOF
PLAN
PRE-FAB TRUSS - TOP CHORD
CORRIDOR
TOP PLATE PER STRUCT
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS #
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
7/3/2024 12:48:46 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt A-741
INTERIOR WALL
DETAILS
DCWWTP OPERATIONS
AND LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
432486
1 NO. DATE DESCRIPTION
2/28/25
BID SET (PRELIMINARY)
FINISH FLOOR
SOLID GRAY FILL REPRESENTS WALL BEHIND
LADDER; CUT OPENING IN GYPSUM BOARD TO
ALLOW ACCESS TO PLATFORM FROM INSIDE
ROOM; OPENING SHALL EXTEND TO UNDERSIDE
OF ROOF DECK ABOVE
CEILING / PLATFORM FRAMING BEYOND; REFER
TO STRUCT. DWGS.
STEEL LADDER STRINGER
ATTACHMENT ANGLE SUPPORT, 3 PAIR
MINIMUM
PLYWOOD PLATFORM; REFER TO STRUCT. DWGS.
4'-0" O.C. MAX. 1'-0"
6"
1" TYPICAL
1'-0"
10 A-7503'-0" MIN. 6"
ACCESS LADDER
ELEVATION
1/2" = 1'-0"
2-1/2"x1/2" CONTINUOUS STEEL FLAT
BAR STRINGER WELDED TO EACH
ANGLE BRACKET
FACE OF WALL
GENERAL NOTES:
1. GRIND ALL EDGES SMOOTH
2. PRIME AND PAINT PER SPECS.
1-1/4" ROUND BAR @ 12" O.C. TYP.;
FULL PERIMETER WELD TO FLAT BAR
8"x4"x1/2" X2" LONG ANGLE-WELD TO
FLAT BAR AT 4'-0" O.C.
5/8" DIA. BOLTS THRU BLOCKING
METAL BACKING TRACK/STUD
7"
1'-6"
ACCESS LADDER
PLAN VIEW
1 1/2" = 1'-0"
WALL ASSEMBLY, SEE
FLOOR PLAN AND WALL
DETAILS FOR MORE
INFORMATION
BACKER ROD AND SEALANT
CONCRETE SLAB
TILE, SEE WALL FINISH
PLAN, ELEVATIONS AND
FINISH LEGEND FOR MORE
DETAILS
SCHULTER SEE SPEC
COVE BASE
CONCRETE TO TILE
3" = 1'-0"
FRP
RADIUS COVE
3/8" MIN
EPOXY FLOORING AND
BASE
4" MIN
Z FLASHING. PAINT TO
MATCH EPOXY
WALL - PER PLAN. SEE
ARCH.
BOTTOM TRIM SET IN SEALANT
STOREFRONT DOOR; REFER TO DOOR
SCHEDULE
ALUMINUM STOREFRONT SYSTEM
FRAME BEYOND, TYP.
CONCRETE
FLATWORK, TYP.
AGGREGATE BASE, TYP.
CONCRETE SLAB, TYP.
EXPANSION JOINT,
REFER TO:
DOOR SWEEP/RAIN GUARD, TYP.; REFER
TO DOOR HARDWARE SPECIFICATIONS
OFFSET SADDLE THRESHOLD, TYP.;
REFER TO DOOR HARDWARE
SPECIFICATIONS
EXTERIOR STOREFRONT DOOR
THRESHOLD AT RECESSED ENTRY MAT
3" = 1'-0"
SLOPE: 1.8% MAX. MAX. 1/2"
MAX.
1/4"
RECESSED
ENTRY MAT,
TYP.; ALIGN T.O.
MAT WITH T.O.
SLAB
THRESHOLD
CARPET TO POLISHED CONCRETE
3" = 1'-0"
3/8" U.N.O.
DOOR, WHERE OCCURS,
SEE SCHEDULE
CARPET
METAL REDUCER
STRIP
POLISHED CONCRETE
CONCRETE SLAB
CHANGE OF FLOORING
UNDER CENTERLINE OF
DOOR
THRESHOLD
CARPET TO VARIOUS RESILIENT FLOORING
3" = 1'-0"
3/8" U.N.O.
DOOR, WHERE OCCURS,
SEE SCHEDULE
DOOR FRAME
CARPET
METAL THRESHOLD
STRIP
V.C.T., A.V.T., V.D.T.,
SHEET VINYL, CORK,
RUBBER, LINOLEUM
CONCRETE SLAB/
RAISED ACCESS
FLOORING
CHANGE OF FLOORING
UNDER CENTERLINE OF
DOOR
DOOR, WHERE OCCURS,
SEE SCHEDULE
DOOR FRAME
THIN SET MANUFACTURED
AGGREGATE TILE
METAL THRESHOLD
STRIP; 1/2" MAX. HT.
POLISHED CONCRETE
CONCRETE SLAB
3/8" U.N.O.
2:1 MAX.
THRESHOLD
THIN SET TILE TO POLISHED CONCRETE
3" = 1'-0"
1/2".
THRESHOLD TRANSITIONS
SOLID POLYMER FABRICATIONS
3"=1'-0"
A. B.
A. B.
MATCH OVERALL DOOR FRAME WIDTH A. B. A. B.
MATCH OVERALL DOOR FRAME WIDTH
MATCH OVERALL DOOR FRAME WIDTH A. B. A. B.
CORK FLOORING
THIN SET TILE
METAL EDGE TRIM
LEVEL
MORTAR SET STONE
METAL EDGE TRIM, TYP.
BOTH SIDES
THIN SET TILE
LEVEL
THIN SET TILE
METAL EDGE TRIM
CARPET
LEVEL
NOTES;
A. 1/4 MAXIMUM HEIGHT SET AT 45 DEGREE ANGLE, TYP.
B. DIMENSION SHALL MATCH INSTALLED HEIGHT OF MATERIAL AND ALLOW FOR INSTALLED HEIGHT OF THRESHOLD TRANSITION SILL.
TILE THIN SET OVER 2 COATS OF
WATERPROOF MEMBRANE W/
FIBERGLASS REINFORCING O/ TILE
BACKER BOARD
CONCRETE CURB, SEE
WATERTIGHT SHOWER PAN MEMBRANE
O/ CONCRETE SLAB. EXTEND UP FACE
OF CURB AND WALL SHEATHING A MIN.
OF 12" AND TIE INTO WALL WATERPROOF
MEMBRANE
REINFORCING SET IN SLURRY
BOND COAT
TILE O/ THIN SET O/ 1 LAYER OF
WATERPROOF MEMBRANE 1 1/2"
HYDROPHILIC WATERSTOP BAR.
SEE NOTE BELOW
NOTE: CONTRACTOR OPTION TO POUR
MONOLITHICALLY W/O WATER STOP
P.T. WOOD NAILER
SET IN CURB, TYP.
T.O. SLAB
SOUND ATTENUATION INSULATION,
WHERE OCCURS PER WALL
SCHEDULE AND PLAN
DILEX-EHKS. STL COVED SCHLUTER
TRIM
MORTAR SET AT SHOWER 3" = 1'-0" FLOOR TRANSITION
CARPET TO POLISHED CONCRETE
3" = 1'-0"
CARPET
METAL REDUCER
STRIP
POLISHED CONCRETE
CONCRETE SLAB
WINDOW SHADE MOUNTING (MOTORIZED)
RECESSED POCKET @ ACOUSTICAL TILE CEILING
3"=1'-0"
BOTTOM OF SOFFIT V
E
RIF
Y
W/ M
F
T
R.
CLR. DEPTH
4"
SUSPENDED ACOUSTICAL
CEILING ASSEMBLY, TYP.
4"X 20 GA. METAL STUD FRAMING
@ 16" O.C.
HATCHED AREA REPRESENTS WALL
ASSEMBLY; REFER TO FLOOR PLANS
AND WALL SCHEDULE.
DASHED LINE REPRESENTS TOP OF
ROUGH WINDOW OPENING; REFER TO
WALL AND WINDOW DETAILS FOR
SPECIFIC ASSEMBLY
CONFIGURATIONS.
SECURE SHADE HOOD W/ (2)
#10 SMS AT EACH STUD
FRAME TYPICAL
WINDOW SYSTEM, WHERE OCCURS;
REFER TO PLANS AND WINDOW
SCHEDULE.
FASTEN JOISTS TO SUSPENDED
WALL FRAMING WITH (4) #10 SMS,
REFER TO STRUCTURAL NOTES
CORNER BEAD
WINDOW SHADE ASSEMBLY, TYP.
ALIGN FACE OF POCKET ROLLER ENCLOSURE W/
FINISH FACE OF CEILING/SOFFIT AND WINDOW
OPENING WHERE OCCURS, COORDINATE WITH
ROLLER SHADE MFGR.
METAL STUD WALL FRAMING, TYP;
SUSPEND FROM DECK SIM. TO:
B.O. CEILING
4"X 20 GA. METAL STUD TRACK
SECURE TRACK W/ (2) #10 SMS AT
EACH STUD TYPICAL SEE STRUCTAL
NOTES
WINDOW SHADE MOUNTING (MOTORIZED)
RECESSED POCKET @ ACOUSTICAL TILE CEILING
3"=1'-0"
BOTTOM OF SOFFIT V
E
RIF
Y
W/ M
F
G
CLR. DEPTH
4"
SUSPENDED ACOUSTICAL
CEILING ASSEMBLY, TYP.
4"X 20 GA. METAL STUD FRAMING
@ 16" O.C.
(E) CONCRETE HEADER
DASHED LINE REPRESENTS TOP OF ROUGH
WINDOW OPENING; REFER TO WALL AND
WINDOW DETAILS FOR SPECIFIC ASSEMBLY
CONFIGURATIONS.
SECURE SHADE HOOD W/ (2) #10
SMS AT EACH STUD FRAME TYPICAL
WINDOW SYSTEM, WHERE OCCURS;
REFER TO PLANS AND WINDOW
SCHEDULE.
FASTEN JOISTS TO SUSPENDED
WALL FRAMING WITH (4) #10 SMS,
REFER TO STRUCTURAL NOTES
WINDOW SHADE ASSEMBLY;
PROVIDE POWER , TYP.
METAL STUD WALL FRAMING, TYP;
SUSPEND FROM DECK SIM. TO:
B.O. CEILING
4"X 20 GA. METAL STUD TRACK
SECURED TO EXISTING WALL
(2) SHOT PINS INTO EXISTING
CONCRETE SEE STRUCTURAL NOTES
CORNER BEAD TYPICAL
WRAP CONCRETE HEADER
WITH GYP BD TYPICAL
CONT BEAD OF SEALANT
WINDOW SHADE
SURFACE MOUNTED TO WALL
3"=1'-0"
T.O. WINDOW OPENING
WINDOW SHADE ASSEMBLY,
REFER TO SPECIFICATIONS.
WALL ASSEMBLY, REFER TO
FLOOR PLANS AND WALL
SCHEDULE
DASHED LINE REPRESENTS TOP
OF ROUGH WINDOW OPENING;
REFER TO WALL AND WINDOW
DETAILS FOR SPECIFIC
ASSEMBLY CONFIGURATIONS.
WINDOW SYSTEM, TYP.; REFER
TO PLANS AND WINDOW
SCHEDULE.
ALIGN BOTTOM OF FASCIA
WITH THE EDGE OF THE
OPENING
FASTEN INTO ---- WITH
(-) ------ FASTENERS @ --- O.C.
LINE OF CEILING, WHERE
OCCURS; REFER TO
REFLECTED CEILING PLAN
WALL MOUNTED TELEVISION 1/2" = 1'-0"
U.N.O. S
E
E IN
T
E
RIO
R
E
L
E
V
A
TIO
N
S
5' - 7 253/256"
CL
CL
FIN. FLR.
MTL STUD WALL FRAMING
SEE PARTITION SCHEDULE
WALL BACKING SHALL
EXTEND FULL WIDTH OF
WALL OR 10'-0" WHICH
EVER IS LESS SEE
INTERIOR ELEVATIONS
TELEVISION BRACKET
TELEVISION
ELECTRICAL / DATA / AV
GANG BOXES AS
REQUIRED SEE
ELECTRICAL DWGS.
WALL FINISH SEE
SCHEDULE
WALL TILE
WALL - PER PLAN. SEE
ARCH.
SCHLUTER-JOLLY PROFILE
(SIZE VARIES PER TILE); FINISH:
STAINLESS STEEL
SEMI-GLOSS PAINT ABOVE
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
7/3/2024 12:48:49 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt A-750
INTERIOR DETAILS
DCWWTP OPERATIONS
AND LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
11 10
9 FINISH - COVE BASE AT EPOXY 6" = 1'-0" 15
?
1 3
4 5
8 6 2
19 20
18 14
FINISH - TRIM @ TILE 6" = 1'-0" 16
?
NO. DATE DESCRIPTION
2/28/25
BID SET (PRELIMINARY)
WALL LINE
WALL LINE
FIRST BRACING POINT FROM WALL
12 GA. VERTICAL HANGER WIRES AT
4'-0" O.C. AT EACH MAIN RUNNER
4 WAY 45 DEGREE BRACING; USE 12
GA. WIRE AT 12'-0" O.C. x 8'-0" O.C.
CROSS RUNNER
MAIN RUNNER
NOTES
1. ALIGNMENT OF DEVICES IN CEILING
2. T-BAR CEILING NOTES, SEE
TO FIRST BRACE
4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"
2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"
8" MAX.
TO FIRST BRACE
4'-0"
24'-0"
8" MAX.
4 A-760
2 A-760
6 A-760
A-760
7 6
A-760
11 A-760
9 A-760
DIAGRAMATIC PLAN
AT LAY-IN ACOUSTICAL CEILING
1/4" = 1'-0"
1. NOTES
ALL GAUGES SHALL BE DESIGNED AND
CONFIRMED BY SUSPENDED CEILING
MANUFACTURER.
SLOT END OF TUBE ON MAIN RUNNER
#12 HANGER WIRE -
FASTEN TO STRUCTURE PER
UNDERSIDE OF STRUCTURE
12 A-760
VERTICAL HANGER WIRE
TYPICAL
3" = 1' - 0"
BOTTOM OF STRUCTURE
COMPRESSION STRUT ATTACHMENT W/ (2) #10 SMS
INTO STRUCTURE. 2"x2"x12 GA. ANGLE W/ (2) #10 SMS
AT EA. FLANGE AT EMT TUBING
WIRE ATTACHMENT, REFER TO
SLOT END OF TUBE ON MAIN RUNNER,
ATTACH TO MAIN RUNNER BULB WITH
3/16" DIA. BOLT
12 GAUGE 45 DEGREE SPLAY WIRE
BRACING ATTACHED TO THE MAIN
RUNNER AT 90° ANGLE TO EACH
OTHER AND MAXIMUM 2" DIMENSION
FROM CROSS RUNNER
INTERSECTION
4 TIGHT TURNS IN 1-1/2" TYPICAL
AT SPLAY WIRE CONNECTION TO
MAIN RUNNER
CROSS RUNNER
MAIN RUNNER
12 GAUGE VERTICAL HANGER WIRE
SECURED TO MAIN RUNNER W/ 3 TURNS
IN 1-1/2" AT 4'-0" O.C.
COMPRESSION POST AT INTERSECTION AT
12'-0" O.C. EACH WAY, NOT MORE THAN
6'-0" FROM EA. PERIMETER WALL.
NOTE: COMPRESSION STRUT SHALL NOT REPLACE VERTICAL HANGER WIRE INSTALL 1/4" DIA. BOLT WITH A/C
LOCK NUT THROUGH 9/32" HOLE
IN BOTH TUBES
COMPRESSION STRUT SCHEDULE
HEIGHT NOMINAL
EMT DIA.
AREA (SQ.IN.) RADIUS OF
GYRATION
WALL THICK. (IN) OUTSIDE
DIA. (IN)
UP TO 3'-10" .045 .235 .021 .706
5'-0" .069 .309 .025 .922
6'-6" .096 .391 .027 1.163
8'-6" .151 .511 .033 1.51
9'-10" .174 .604 .033 1.74 12"
45°
12 A-760
1/2"
3/4"
1"
1 1/4"
1 1/2"
COMPRESSION STRUT
AND HANGER/SPLAY WIRES
3" = 1'-0"
T-BAR CEILING NOTES:
1. ALL GAUGES SHALL BE DESIGNED AND
CONFIRMED BY T-BAR MANUFACTURER TO
MEET THE HEAVY DUTY CBC STANDARD.
2. FOR ATTACHMENT TO STRUCTURE, SEE
3. FOR ROOMS WITH SPAN IN EITHER DIRECTION
LESS THAN 25', MAIN RUNNERS AND CROSS
RUNNERS MAY BE ATTACHED TO THE PERMITER
OF TWO ADJACENT WALLS WITH 3/8" CLEARANCE
BETWEEN THE RUNNERS AND THE OTHER TWO
WALLS. WHERE THE SPAN OF THE CEILING
SYSTEM BETWEEN PERIMETER WALLS EXCEED 25'
IN BOTH DIRECTIONS, A MINIMUM WALL ANGLE
SIZE OF AT LEAST 2" HORIZONTAL LEG SHALL BE
USED AT PERIMETER WALLS AND INTERIOR FULL
HEIGHT PARTITION. THE FIRST TILE SHALL BE 3/4"
CLEAR FROM THE WALL SURFACE.
4. THE ENDS OF MAIN RUNNERS AND CROSS
RUNNERS SHALL BE TIED TOGETHER TO PREVENT SPREADING.
5. THE SUSPENDED CEILING GRID MAY BE ATTACHED TO TWO
ADJACENT WALLS, BUT MUST NOT BE ATTACHED AT THE OTHER
TWO WALLS.
T-BAR CEILING NOTES N.T.S.
12 A-760
A. FIXED END
B. FREE END
12 GA. VERTICAL HANGER WIRE AT 4'-0"
O.C. ALONG MAIN RUNNER
#10 S.M.S. AT 16" O.C. INTO STUD OR
BLOCKING
1/8" METAL RIVET WITH STEEL MANDREL
AND 1"x1-1/2"x3/4" WALL ANGLE
POP RIVET
CONTINUOUS WALL MOLDING
#10 S.M.S. AT 16" O.C. INTO STUD OR
BLOCKING
SLOTTED PERIMETER HORIZONTAL
SPACER STRUT WITH HORIZONTAL 6d
RINGSHANK TO PREVENT SPREADING.
SET NAILHEAD TOWARD CENTERLINE
OF SPAN OF SPACER STRUT.
CONTINUOUS WALL MOLDING
NOTES
1. ALL GAUGES SHALL BE DESIGNED
AND CONFIRMED BY T-BAR MANUFACTURER.
12 GA. VERTICAL HANGER WIRE AT 4'-0"
O.C. ALONG MAIN RUNNER
6" MAX.
5/8"
ACT CEILING
AT WALL INTERSECTION
3" = 1' - 0"
FLUSH OR RECESSED FLUORESCENT
LIGHT FIXTURE, AIR TERMINAL OR
ACCESS TERMINAL
T-BAR RUNNER
PROVIDE T-BAR HOLD DOWN AT
EACH CORNER, TYP.
ATTACHMENT TO STRUCTURE
ABOVE, REFER TO
VERTICAL SUPPORT WIRES INSTALLED IN MAIN
RUNNER AT DIAGONAL CORNERS OF SUSPENDED
ITEM. SECURE WITH 3 TIGHT TURNS IN 1-1/2"
12 A-760
SUSPENDED FIXTURE 3" = 1' - 0"
NOTES:
1. FIXTURES AT LESS THAN 56 LBS: INSTALL (2) #12 GA. SAFETY WIRES (SLACK). ONE ON EACH END OF FIXTURE, DIAGONALLY OPPOSED AND CONNECTED TO STRUCTURE ABOVE.
2. FIXTURES AT 56 LBS OR GREATER: INSTALL (4) #12 GA. SUPPORT WIRES (TAUT). ONE ON EACH CORNER OF FIXTURE CONNECTED TO STRUCTURE. WIRES SHALL SUPPORT (4) TIMES THE WEIGHT OF THE FIXTURE.
3. ALL FIXTURES 4'x4' MIN IN SIZE: INSTALL (4) #12 GA. SAFETY WIRES (SLACK) AT EACH CORNER OF THE FIXTURE.
A
AT WOOD FRAMING
12 GA. HANGER WIRE; (4)
TIGHT TURNS OF WIRE IN
1 1/2" MIN. AT STRAP
3"W x 4"L x 12 GA. STEEL STRAP;
"HILTI" TO BEAM WITH #10x1" FASTENERS;
RUN IN DIRECTION OF WIRE
WOOD FRAMING
VERTICAL SPLAYED
CEILING WIRE ATTACHMENT
TO STRUCTURE
3" = 1' - 0"
WOOD JOIST
3"W x 4"L x 12 GA. STEEL STRAP;
"HILTI" TO BEAM WITH #10x1" FASTENERS;
RUN IN DIRECTION OF WIRE
B
AT WOOD JOISTS
VERTICAL SPLAYED
12 GA. HANGER WIRE; (4)
TIGHT TURNS OF WIRE IN
1 1/2" MIN. AT STRAP
F.S.
ROOM WALL OR SOFFIT LINE
ALIGN FIXTURES ALONG CENTERLINES
LIGHT, W.O.
MECHANICAL DIFFUSER, W.O.
FIRE SPRINKLER HEAD, W.O.
LIGHT, W.O.
NOTE:
CLARIFY LOCATIONS WITH ARCHITECT IN FIELD PRIOR TO ROUGH IN.
EQ EQ EQ EQ EQ
CEILING FIXTURE ALIGNMENT
TYPICAL
NTS
VERTICAL HANGER WIRE
2 A-760
CEILING TRANSITION
ACT TO GYPSUM BOARD
1 1/2" = 1'-0"
B.O. CEILING
STAGGER STUDS AROUND STRUCTURE
SUSPENDED ACOUSTICAL CEILING SYSTEM
METAL STUD SOFFIT FRAMING &
DIAGONAL BRACING; REFER TO:
ROOF OR FLOOR DECK, OR STRUCTURE
GYPSUM BD., TYP.
STRAP, BRACE, OR STRONG BACK
WHERE INDICATED; REFER TO:
METAL TRACK STUD FRAMING
CORNER BEAD, TYP.
14 A-760
18 A-760
1 1/2" BUGLE HEAD SCREWS
3/8" PAN HEAD SCREWS
1" BUGLE HEAD SCREWS
SOFFIT & CEILING JOIST/STUD, SEE SIZE NOTES
SOFFIT AND CEILING JOIST SIZES
TYPICAL: (U.N.O.)
-LESS THAN 4'-0" SPAN - 3-5/8" x 1.625" x 20 GA. AT 24" O.C. -4'-1" SPAN TO 12'-0" SPAN - 6" x 1.625" x 20 GA. AT 16" O.C. -12'-1" SPAN TO 18'-0" SPAN - 6" x 1.625" x 18 GA. AT 12" O.C.
RESTROOMS:
-USE 6" x 1.625" x 18 GA. AT 12"O.C.
NOTE: FOR FIXTURE ALIGNMENT, REFER TO DETAIL
WALL FRAMING PER PLAN
11 A-760
JOIST FRAMED GYPSUM BOARD
CEILING AT PARTITION
3" = 1' - 0"
STUD RUNNER CHANNEL
FRAMED GYPSUM BOARD SOFFIT
SECTION
3" = 1' - 0"
METAL STUD 3 5/8" x 20 GA.
AT 24" O.C. U.N.O.
5/8" TYPE "X" GYP. BD.
BOX HEADER
3 5/8" x 1.625" x 20 GA. AT 24" O.C. U.N.O.,
FOR CEILING JOISTS SEE REFLECTED
CEILING PLAN
ANGLE BRACE
AT WOOD STRUCTURE
3"=1'-0"
PARALLEL TO FRAMING MEMBERS
PERPENDICULAR TO FRAMING MEMBERS
2X BLOCKING
NOTCH BLOCKING AS
REQUIRED AT I-JOIST
ATTACH PER STRUCT.
3 5/8" x 20GA. WITH
STRONGBACK STUDS
AT 32" O.C.
WOOD JOIST
3 5/8" x 20GA. WITH
STRONGBACK STUDS
AT 32" O.C.
ATTACH PER STRUCT.
3 5/8" x 20GA. STRONGBACK
AT CLOSE TO MIDSPAN &
NOT MORE THAN 5'-0" O.C.
3 5/8" x 20GA. STRONGBACK
AT CLOSE TO MIDSPAN &
NOT MORE THAN 5'-0" O.C.
VERTICAL BRACE
AT WOOD STRUCTURE
3"=1'-0"
PARALLEL TO FRAMING MEMBERS
PERPENDICULAR TO FRAMING MEMBERS
2X BLOCKING
NOTCH BLOCKING AS
REQUIRED AT I-JOIST
ATTACH PER STRUCT.
I-JOIST WEB STIFFENER
ATTACH PER STRUCT.
3 5/8" x 20GA. METAL STUDS AT 16" O.C.
PROVIDE WALL WITH BRACING AT
FRAMING LONGER THAN 4'-0"
3 5/8" x 20GA. METAL STUDS AT 16" O.C.
PROVIDE WALL WITH BRACING AT
FRAMING LONGER THAN 4'-0"
B
A
B
C
D
E
C
DOUBLE LAYER GYP. BD.
N/A
N/A
1-SPAN
N/A
3'-2"
N/A
3'-5"
3'-8"
4'-3"
2-SPAN
(13 PSF MAX.)
SINGLE LAYER GYP. BD.
2-SPAN
5'-3"
6'-0"
3'-11"
4'-6"
6'-1"4'-6"
7'-0"5'-2"
24 16
(IN. O.C.)
SPACING
24 16
1-SPAN
FURRING
CHANNEL
FC-25
FC-22
(3 PSF MAX.)
ISOMETRIC VIEW
UNLESS OTHERWISE DETAILED
WALL INTERSECTION
CONTROL JOINT - PARALLEL TO FURRING CHANNELS GRILLAGE SUSPENSION
GRILLAGE SUSPENSION - SECTION
8 GA. VERTICAL WIRE
MAIN RUNNER 1 1/2"
COLD ROLLED 16 GA.
CHANNEL @ 3'-0" O.C.
MAX.
METAL FURRING CLIP
CROSS RUNNER HAT
CHANNELS; TIE TO MAIN
RUNNER W/ FURRING
CHANNELS
12 GA. SPLAY WIRE; 4 WAYS
@ 45 DEGREES
JOINT TREATMENT
TYPE "X" GYPSUM BOARD
1 1/2" METAL FURRING CLIP
CROSS RUNNER
METAL FURRING
CHANNEL
TYPE 'X" GYPSUM BOARD
LATERAL FORCE BRACING: RESTRAINING 1 1/2" CHANNELS SPACED AT
12'-0" O.C. MAX, SECURED TO STRUCTURE AS REQUIRED
1 1/2" CHANNEL 3'-0" O.C. MAX.
(MAIN RUNNER)
TYPE 'X' GYP. BD.
8 GA. WIRE HANGER AT 4'-0"
O.C. MAX.
8 GA. WIRE TIES
1 1/2" METAL FURRING
CHANNEL CLIP
1 1/2" FURRING
CHANNEL CLIPS
CONTROL JOINT
JOINT COMPOUND
FLEXIBLE DUST
MEMBRANE
METAL FURRING
CHANNELS
LIMITING SPAN - METAL FURRING CHANNEL MEMBER SCHEDULE
12 4'-11" 6'-7" 4'-0"3'-0"
GENERAL NOTES
INSTALL 16" LENGTH OF TRACK AND FASTEN TO MAIN RUNNER
WITH 2 PAN HEAD SCREWS EACH END OF RUNNER.
INSTALL 6" MIN. LENGTH OF FURRING CHANNEL AND SECURE TO BUTT JOINT OF FURRING CHANNELS WITH WIRE TIES.
1. 2.
A. SPLICE JOINTS
SPACING PER SCHEDULE
7/8"
LAP CHANNELS
2 3/4"
8 GA. VERTICAL WIRE
HANGERS, TYP.
7/8"
6" MAX.
1. MAIN RUNNERS - 1 1/2" COLD ROLLED CHANNELS SPACED AT 3'-0" MAX.
2. LIMITING SPANS FOR 5/8" THICK GYP. BD. MAX. L/360 DEFLECTION PER ASTM C645 AND UNIFORM LOAD SHOWN. INSTALLED CONCENTRATED LOADS SUCH AS LIGHT FIXTURES AND EXHAUST FANS SHALL BE SEPERATELY SUSPENDED.
3. 2 - SPAN INDICATES TWO EQUAL SPANS WITH CHANNELS CONTINUOUS OVER CENTER SUPPORT.
4. DESIGN IN ACCORDANCE WITH THE "METAL STUD MANUFACTURERS ASSOCIATION" (HAT CHANNEL)
SUSPENDED GYPSUM BOARD CEILING 3" = 1'-0"
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
7/3/2024 12:48:53 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt A-760
CEILING DETAILS
DCWWTP OPERATIONS
AND LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
5 2
4 9
6 7
12 11
10 21
22 18 14
24 NO. DATE DESCRIPTION
2/28/25
BID SET (PRELIMINARY)
BASE CABINET
ANCHORAGE @ FRONT
3" = 1'-0"
wp1.1
TREATED 2x WOOD BASE RIPPED TO SIZE
CABINET PANEL OR DOOR FRONT
BASE AS SCHEDULED
HILTI XC - P POWDER ACTUATED .145" DIA. x
2-7/8" LONG FASTENER (1" MIN PENETRATION)
TREATED 2x WOOD BASE
4"
2 1/2"
UPPER CABINET ANCHORAGE
B.O. CABINET @ WALL
3"=1'-0"
wp1.1
3"
CABINET BOTTOM PANEL; SCRIBE
TO WALL
FASTENERS AT 12" O.C. AND 2" FROM ENDS
TYP; #12 x 3" TEK SCREWS @ METAL STUD
FRAMING AND #10 x 3" WOOD SCREWS WITH
SURFACE BEARING HEAD @ WOOD STUD
FRAMING
PROVIDE BACKING IN WALL AT ATTACHMENT
POINTS; REFER TO:
CABINET BACK PANEL; 1/4" THICK MINIMUM AT
ENCLOSED CABINET AND 1/2" THICK MINIMUM
AT EXPOSED CABINET
@ MTL
FRAMING
@ WOOD
FRAMING
NOTE:
ALL FASTENERS SHALL HAVE A MINIMUM 1-1/2"
PENETRATION INTO WALL STUDS, BLOCKING
OR MASONRY WHERE OCCURS REGARDLESS
OF FASTENERS SHOWN TYPICAL.
COUNTER @ WALL
PLASTIC LAMINATE
3" = 1'-0"
wp1.1
PLASTIC LAMINATE OVER SUBSTRATE
SCRIBE COUNTERTOP TO WALL AND PROVIDE
SEALANT JOINT
PROVIDE BACKING IN WALL AT ATTACHMENT
POINTS; REFER TO:
FASTENERS AT 12" O.C. AND 2" FROM ENDS
TYP; #12 x 3" TEK SCREWS @ METAL STUD
FRAMING AND #10 x 3" WOOD SCREWS WITH
SURFACE BEARING HEAD @ WOOD STUD
FRAMING
BACKSPLASH WHERE OCCURS
7 A-780
@ MTL
FRAMING
@ WOOD
FRAMING
NOTE:
ALL FASTENERS SHALL HAVE A MINIMUM 1-1/2"
PENETRATION INTO WALL STUDS, BLOCKING
OR MASONRY WHERE OCCURS REGARDLESS
OF FASTENERS SHOWN TYPICAL.
COUNTER @ WALL
SOLID SURFACE
3"=1'-0"
wp1.1
SOLID SURFACE OVER SUBSTRATE
SCRIBE COUNTERTOP TO WALL; PROVIDE
SEALANT JOINT WITH COLOR MATCHING
SEALANT
PROVIDE BACKING IN WALL AT ATTACHMENT
POINTS; REFER TO:
FASTENERS AT 12" O.C. AND 2" FROM ENDS
TYP; #12 x 3" TEK SCREWS @ METAL STUD
FRAMING AND #10 x 3" WOOD SCREWS WITH
SURFACE BEARING HEAD @ WOOD STUD
FRAMING
CABINET BACK PANEL; 1/4" THICK MINIMUM AT
ENCLOSED CABINET AND 1/2" THICK MINIMUM
AT EXPOSED CABINET
BACKSPLASH, WHERE OCCURS
7 A-780
@ MTL
FRAMING
@ WOOD
FRAMING
NOTE:
ALL FASTENERS SHALL HAVE A MINIMUM 1-1/2"
PENETRATION INTO WALL STUDS, BLOCKING
OR MASONRY WHERE OCCURS REGARDLESS
OF FASTENERS SHOWN TYPICAL.
BACKSPLASH PROFILES 6" = 1'-0"
wpv1.1
TOP OF BACKSPLASH
BACKSPLASH TRANSITION TO COUNTER
A. SQUARE B. HALF BULLNOSE
EASED EDGE;
1/8" RADIUS MAX.
RADIUS = 1/2 MATERIAL
THICKNESS
RADIUS = MATERIAL
THICKNESS
BACKSPLASH SITS ON TOP
OF COUNTER
C. SQUARE D. COVED
BASE CABINET
ANCHORAGE @ WALL
3" = 1'-0"
wp1.1
PROVIDE BACKING IN WALL @ ATTACHMENT
POINTS; REFER TO:
FASTENERS AT 12" O.C. AND 2" FROM ENDS
TYP; #12 x 3" TEK SCREWS @ METAL STUD
FRAMING AND #10 x 3" WOOD SCREWS WITH
SURFACE BEARING HEAD @ WOOD STUD
FRAMING
2x TREATED WOOD BASE RIPPED TO SIZE
TREATED 2X WOOD BASE 1 3/4"
CABINET BACK PANEL; 1/4" THICK MINIMUM AT
ENCLOSED CABINET AND 1/2" THICK MINIMUM
AT EXPOSED CABINET
@ MTL
FRAMING
@ WOOD
FRAMING
HILTI XC - P POWDER
ACTUATED .145" DIA. x 2-7/8" LONG
FASTENER (1" MIN PENETRATION)
NOTE:
ALL FASTENERS SHALL HAVE A MINIMUM 1-1/2"
PENETRATION INTO WALL STUDS, BLOCKING
OR MASONRY WHERE OCCURS REGARDLESS
OF FASTENERS SHOWN TYPICAL.
UPPER CABINET ANCHORAGE
T.O. CABINET @ WALL
3"=1'-0"
wp1.1
3"
PROVIDE BACKING IN WALL AT ATTACHMENT
POINTS; REFER TO:
FASTENERS AT 12" O.C. AND 2" FROM ENDS
TYP; #12 x 3" TEK SCREWS @ METAL STUD
FRAMING AND #10 x 3" WOOD SCREWS WITH
SURFACE BEARING HEAD @ WOOD STUD
FRAMING
CABINET TOP PANEL
CABINET BACK. 1/4" MIN AT ENCLOSED
CABINET AND 1/2" MIN AT EXPOSED CABINET
@ MTL
FRAMING
@ WOOD
FRAMING
NOTE:
ALL FASTENERS SHALL HAVE A MINIMUM 1-1/2"
PENETRATION INTO WALL STUDS, BLOCKING
OR MASONRY WHERE OCCURS REGARDLESS
OF FASTENERS SHOWN TYPICAL.
BASE TO UPPER CAB ANCHORAGE
FULL HEIGHT CAB @ WALL
3"=1'-0"
wp1.1
PROVIDE BACKING IN WALL AT ATTACHMENT
POINTS; REFER TO:
FASTENERS AT 12" O.C. AND 2" FROM ENDS
TYP; #12 x 3" TEK SCREWS @ METAL STUD
FRAMING AND #10 x 3" WOOD SCREWS WITH
SURFACE BEARING HEAD @ WOOD STUD
FRAMING
COUNTER, OR EXPOSED SHELF, TYP.; REFER
TO INTERIOR ELEVATIONS
@ MTL
FRAMING
@ WOOD
FRAMING
CABINET BACK PANEL; 1/4" THICK MINIMUM AT
ENCLOSED CABINET AND 1/2" THICK MINIMUM
AT EXPOSED CABINET
3 1/4" 4 1/4"
NOTE:
ALL FASTENERS SHALL HAVE A MINIMUM 1-1/2"
PENETRATION INTO WALL STUDS, BLOCKING
OR MASONRY WHERE OCCURS REGARDLESS
OF FASTENERS SHOWN TYPICAL.
UPPER CABINET
T.O. CABINET
3"=1'-0"
wp1.1
CEILING / SOFFIT, WHERE OCCURS
CABINET DOOR
INTERIOR CABINET PANEL SECURED TO
BLOCKING 3/4"
1x SHIM SECURE TO BLOCKING WHERE
CEILING OCCURS
CEILING BLOCKING, TYP. @ CEILINGS WHERE
UPPER CABINETS ABUT CEILING
FINISH FACE AT SHIM
ALTERNATE BLOCKING AT CEILING
UPPER CABINET
T.O. CABINET @ INFILL TO CEILING/SOFFIT
3"=1'-0"
wp1.1
CABINET DOOR
INTERIOR CABINET PANEL
SECURED TO BLOCKING
3/4"
3/4"
CEILING OR SOFFIT, TYP.
CEILING BLOCKING
1x SHIM SECURE TO BLOCKING
FINISH FACE, TYPICAL
INFILL PANEL
UPPER CABINET
B.O. CABINET @ VALANCE
3"=1'-0"
wp1.1
CABINET PANEL
UNDERCOUNTER LED STRIP LIGHT, WHERE
OCCURS; REFER TO ELECTRICAL DWGS
1x NAILER, WHERE OCCURS @ VALANCE;
FINISH ALL EXPOSESD AND SEMI-EXPOSED
FACES
VALANCE, WHERE OCCURS; FINISH ALL FACES
BASE AND UPPER CABINET
FILLER PANEL TO WALL (PLAN VIEW)
3"=1'-0"
wp1.1
FILLER PANEL SCRIBE TO WALL AND PROVIDE
SEALANT JOINT
CABINET PANELS
WALL FINISH
TYPICAL CASEWORK SECTION
BASE AND UPPER CABINET
1" = 1'-0"
wp1.1
COUNTERTOP TYP., REFER TO
INTERIOR ELEVATIONS FOR
MATERIAL. PROVIDE
BACKSPLASH WHERE NOTED ON
THE INTERIOR ELEVATIONS.
CABINET PULL, REFER TO
CASEWORK SPECIFICATIONS
FULLY ADJUSTABLE SHELVES (2
MIN. EACH CABINET U.O.N.)
RECESSED ADJUSTABLE SHELF
STANDARDS
DRAWER, WHERE OCCURS;
PROVIDE FULL EXTENSION SLIDES
AND CENTER PULL ON DRAWER
FACE. REFER TO INTERIOR
ELEVATIONS FOR BASE CABINET
CONFIGURATION.
24" UON
FINISH FLOOR
FULLY ADJUSTABLE SHELVES (2
MIN. EACH CABINET UON)
RECESSED ADJUSTABLE SHELF
STANDARDS
CABINET PULL, REFER TO
CASEWORK SPECIFICATIONS
UON
12" INSIDE CLR
A-780
10. A-780
19 A-780
18 A-780
8 A-780
5,
DOOR, WHERE OCCURS; REFER
TO INTERIOR ELEVATIONS FOR
BASE CABINET CONFIGURATION.
INFILL PANEL OR CROWN
MOULDING, WHERE OCCURS;
REFER TO INTERIOR ELEVATIONS
CEILING OR SOFFIT, WHERE
OCCURS
VALANCE AND UNDER COUNTER
LIGHTING, WHERE OCCURS
A-780
15 14
A-780
-
---
TYP. @ INFILL
PANEL
@ CROWN
MOULDING
A-780
12 REFER TO INT. ELEV.
REFER TO INT. ELEV.
REFER TO INT. ELEV.
@ P-LAM
9. A-780
@ SOLID
SURF.
REFER TO INT. ELEV.
BASE CABINET, WHERE OCCURS
HEIGHT TO B.O. UPPER CABINET; REFER TO INT. ELEV.
REFER TO INT. ELEV.
UPPER CABINET, WHERE OCCURS
FAUCET SHOWN FOR REFERENCE
ONLY (WHERE OCCURS)
COUNTERTOP, TYP.; REFER TO
INTERIOR ELEVATIONS AND INTERIOR
FINISH LEGEND FOR ADDITIONAL
INFORMATION
PROVIDE PROTECTIVE WRAP,
SEE
ADA CLEARANCE SEE
19" MAX.
CABINET PULL, SEE CASEWORK
SPECS
SINK
@ BASE CABINET
1"=1'-0"
wp1.1
FINISH FLOOR
SEE ELEVATION
34" UON
A-780
4 3"
24" UON
1 1/2"
PLASTIC LAMINATE DOOR, PER ELEVATION
INTEGRAL TOE KICK
DOORS @ BASE CABINET WITH DOORS
3" = 1'-0"
wp1.1
2 1/2"
1/2"
4"
SUPPORT CLIP
SCREW / DOWEL PER WI STANDARD
FINISH FLOOR
EXTERIOR STOREFRONT
QUARTZ COUNTERTOP
OVER PLYWOOD
QUARTZ WATERFALL EDGE
BEYOND 3
4" U
O
N
2" 1' - 4"
1/4" x 4" x10" MOUNTING
PLATE WELDED TO THE TOP
PROVIDE CONCEALED C/EC
FLAT BRACKET 12"
SUPPORT ARM
FLOOR FINISH
1/4" X 5" X 5" SECURING
PLATE W/ MOUNTING HOLES
IS WELDED TO THE BOTTOM
2" X 2" X 1/8" TUBE STEEL;
ALIGN W/ STOREFRONT
MULLION. PAINT ALL SIDES TO
MATCH STOREFRONT
2" TYP
COUNTERTOP
@ BREAK ROOM STOREFRONT
1"=1'-0"
1 QUARTZ WATERFALL
EDGE, ADHESIVE
ATTACHED; WRAP ALL
SIDES
2"
3/4" CABINET GRADE
PLYWOOD (BALTIC BIRCH
OR EQ)
FINISH FLOOR
WATERFALL EDGE BRACING 3"=1'-0"
3/4" CABINET GRADE
PLYWOOD (BALTIC BIRCH
OR EQ)
2 CM QUARTZ
COUNTERTOP WATERFALL
EDGE , ADHESIVE
ATTACHED; WRAP ALL
SIDES
2"
CASEWORK
BELOW W.O.
SEE FLOOR PLAN
QUARTZ COUNTER ABOVE
WATERFALL EDGE
@ QUARTZ
3" = 1'-0"
COUNTERTOP TYP., REFER TO
INTERIOR ELEVATIONS FOR
MATERIAL. PROVIDE
BACKSPLASH WHERE NOTED ON
THE INTERIOR ELEVATIONS.
CABINET PULL, REFER TO
CASEWORK SPECIFICATIONS
FULLY ADJUSTABLE SHELVES (2
MIN. EACH CABINET U.O.N.)
RECESSED ADJUSTABLE SHELF
STANDARDS
DRAWER, WHERE OCCURS;
PROVIDE FULL EXTENSION SLIDES
AND CENTER PULL ON DRAWER
FACE. REFER TO INTERIOR
ELEVATIONS FOR BASE CABINET
CONFIGURATION.
FINISH FLOOR
A-780
10. A-780
8 A-780
5,
DOOR, WHERE OCCURS; REFER
TO INTERIOR ELEVATIONS FOR
BASE CABINET CONFIGURATION.
REFER TO INT. ELEV.
4" 2'-0"
CLR
1'-7"
1' - 0"
PLAM OVER PLYWOOD
QUARTZ WATERFALL
EDGE BEYOND
SEE FLOOR PLAN
TYP
2"
12" CONCEALED
COUNTERTOP FLAT
BRACKET BY A&M
HARDWARE, AT 24"
O.C. MAX
BASE AS SCHEDULED
FLOOR FINISH
CANTELEVERED COUNTERTOP
@ KITCHEN
1"=1'-0"
SOLID SURFACE TOP O/
5/8" PLYWD SUBTOP -FINISH
BOTTOM W/ LAMINATE TO MATCH
CABINET PULL, REFER TO
CASEWORK SPECIFICATIONS
FULLY ADJUSTABLE SHELVES (2
MIN. EACH CABINET U.O.N.)
RECESSED ADJUSTABLE SHELF
STANDARDS
DRAWER, WHERE OCCURS;
PROVIDE FULL EXTENSION SLIDES
AND CENTER PULL ON DRAWER
FACE. REFER TO INTERIOR
ELEVATIONS FOR BASE CABINET
CONFIGURATION.
A-780
8 A-780
5,
DOOR, WHERE OCCURS; REFER
TO INTERIOR ELEVATIONS FOR
BASE CABINET CONFIGURATION.
REFER TO INT. ELEV.
4" 2'-0"
CLR
5"
PLAM OVER PLYWOOD
SEE FLOOR PLAN
TYP
2"
QUARTZ
VERTICAL PANEL
BASE AS SCHEDULED
FLOOR FINISH
3'-6"
1'-2 1/8"
PROVIDE 1 1/2" GROMMET. V.I.F.
CLR
10"
1/4" TEMPERED GLASS
CRL Z806BN BRUSHED NICKEL ZSERIES SQUARE TYPE FLAT BASE ZINC CLAMP FOR 1/4" # Z806BN, TYP
RECEPTION DESK
SECTION 1
1"=1'-0"
2" WIDE "L" ANGLED
BRACKET
2"
1/2" PLYWOOD
SOLID SURFACE WRAP O/
PLYWD
1"
CRL BRUSHED STAINLESS
STEEL 36" TALL ROUND
END POST KIT W/ CLAMPS
#PS36EBS
1"
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/2
0/2
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A-780
CASEWORK DETAILS
DCWWTP OPERATIONS
AND LAB BLDG
May 29, 2024
210015.0119six
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
5,
18 10.
9. 7
8 20 19 15
14 12
11. 2
3 16 4
17 24
23 13.
3" = 1'-0"
?
SOLID SURFACE CORNER 6
NO. DATE DESCRIPTION
1 8/28/24 PC Comments
2/28/25
BID SET (PRELIMINARY)
DOOR PULL TYPICAL, REFER
TO CASEWORK SPECS
FULLY ADJUSTABLE
SHELVES
(2 MIN. EACH CABINET
U.O.N.)
NUMBER OF SHELVES PER
ELEVATION
RECESSED ADJUSTABLE
SHELF STANDARDS
DATUM HEIGHT
COUNTERTOP
OUTLET FOR MICROWAVE
OPEN FOR MICROWAVE
OUTLET FOR MICROWAVE
OPEN FOR MICROWAVE
EXPOSED F.O. CASEWORK
BEYOND; MATERIAL, FINISH
AND COLOR SHALL MATCH
ADJACENT CASEWORK
3"
2' - 10"
VERIFY W/ MFG
1' - 4" 1 1/2"
VERIFY W/ MFG
1' - 4" SEE INTERIOR ELEVATIONS
MICROWAVE STORAGE CABINET
1-1/2" = 1'-0"
DOOR PULLS, REFER TO
CASEWORK SPECIFICATIONS
CA
H
G
K
FAUCET SHOWN FOR REFERENCE
ONLY (WHERE OCCURS)
SOLID SURFACE COUNTERTOP
PROVIDE PROTECTIVE
WRAP, SEE
ADA CLEARANCE, SEE
SINK AT SOLID SURFACE COUNTER
OPEN BELOW
1"=1'-0"
wp1.0
FINISH FLOOR
19" MAX
SEE ELEVATION
34" UON
5"
2' - 0"
PORCELAIN TILE
PORCELAIN TILE
FULLY ADJUSTABLE SHELVES
(2 MIN. EACH CABINET UON)
WRAP ALL SIDES W/ PLAM
RECESSED ADJUSTABLE
SHELF STANDARDS
FINISH CEILING HEIGHT OR
SOFFIT, (WHERE OCCURS)
REFER TO CEILING PLANS
FULL HEIGHT STORAGE
DOUBLE PAIR DOOR
1" = 1'-0"
FINISH FLOOR
A-780
5,
A-780 8
A-780 8
UON
EQ
UON
EQ
FIXED SHELF
1' - 5"
OPEN SHELVING
CASEWORK SECTION
1"=1'-0"
wp1.0
RECESSED LIGHT FIXTURE
WHERE OCCURS. REFER TO
ELEC. DWGS
FINISH CEILING HEIGHT OR
SOFFIT, WHERE OCCURS;
REFER TO CEILING PLANS
FULLY ADJUSTABLE SHELVES
(3 MIN. EACH CABINET UON);
WRAP ALL SIDES W/ PLAM
RECESSED ADJUSTABLE
SHELF STANDARDS
COUNTER TOP TO MATCH
ADJACENT UON. SEE
ELEVATIONS
FULLY ADJUSTABLE SHELVES
(2 MIN. EACH CABINET UON)
WRAP ALL SIDES W/ PLAM
RECESSED ADJUSTABLE
SHELF STANDARDS
24" UON
SEE ELEVATION
A-780 8
A-780
5,
ACOUSTICAL PANEL; SP4
PLASTIC LAMINATE
COUNTERTOP
CABINET PULL, SEE
CASEWORK SPECS
TRASH/RECYCLE CABINET
WITH TOE KICK
1"=1'-0"
wp1.0
FINISH FLOOR
A-780 4
A-780
19 3"
COUNTER OPENING WITH
METAL GROMMET -
MOCKETT TM2C-SSS
RECEPTACLE, BY OTHERS
SEE ELEVATION
34" UON
24" UON
1 1/2"
PLASTIC LAMINATE
CABINET DOOR
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS #
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
7/5/2024 11:14:49 AM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt A-781
CASEWORK DETAILS
DCWWTP OPERATIONS
AND LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
31 45
2 NO. DATE DESCRIPTION
2/28/25
BID SET (PRELIMINARY)
SECTION A-A
A
1. Wall Assembly — The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features:
A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC.
B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (122 cm) wide, with square or tapered edges. Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design. Max diam of opening is 8 in. (203 mm). • The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. The hourly T Rating of the firestop system is 1 hr for 2 hr fire rated walls and 0 hr for 1 hr fire rated walls.
2. Through Penetrant — One metallic pipe or tube to be installed eccentrically or concentrically within the firestop system. Pipe or tube to be rigidly supported on both sides of the wall assembly. The following types and sizes of metallic pipes and tubes may be used:
A. Steel Pipe — Nom 4 in. (102 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe.
B. Iron Pipe — Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe.
C. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe.
D. Copper Tube — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tube.
3. Pipe Covering* — Nom 1-1/2 in. (38 mm) thick hollow cylindrical heavy density (3.5 pcf or 24 kg/m3) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. The annular space between the insulated pipe and the periphery of the opening shall be min 0 in. (point contact) to max 7/8 in. (22 mm). • See Pipe Equipment Covering — Materials— (BRGU) Category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used.
4. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall assembly. At point contact location, min 1/2 in. (13 mm) diam bead of fill material applied at insulated metallic pipe/wall interface on both surfaces of wall. L Ratings apply only when FS-One Sealant is used. • HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant, CP 606 Sealant or CP 601S Sealant *Bearing the UL Classification Mark
A
F RATING - 1 and 2 Hr (See Item 1)
T RATING - 0 and 1 Hr (See Item 1)
L RATING AT AMBIENT - 4 CFM/Sq Ft (See Item 4)
L RATING AT 400F - Less Than 1 CFM/Sq Ft (See Item 4)
System No. W-L-5257
2342
1A
4 1B4
3B
SECTION A-A
AA
1. Wall Assembly — Min 55/8 in. (143 mm) reinforced lightweight or normal weight (100150 pcf or 1600 2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Opening in wall to be 2-1/2 in. (64 mm) diam for nominal 2 in. (51 mm) firestop device and 4 1/2 in. (114 mm) diam for nominal 4 in. (102 mm) firestop device. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.
2. Through Penetrant — One metallic pipe, conduit or tubing to be installed concentrically within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of the wall assembly. The following types and sizes of metallic pipes, conduits and tubes may be used:
A. Steel Pipe — Nom 3 in. (76 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe.
B. Iron Pipe — Nom 3 in. (76 mm) diam (or smaller) cast or ductile iron pipe.
C. Conduit — Nom 3 in. (76 mm) diam (or smaller) rigid steel conduit or steel electrical metallic tubing (EMT).
3. Firestop Device* — Firestop device consists of a corrugated steel tube with an inner plastic housing, intumescent material rings, tightly twisted inner fabric smoke seal, flanges and gasketing material (not shown). Firestop device to be installed in accordance with the accompanying installation instructions. Device slid into wall such that ends project an equal distance from the approximate centerline of the wall assembly. The annular space between the device and the periphery of the opening shall be min 0 in. (point contact). Device provided with flanges that are spun clockwise onto device threads, over gasketing material butting tightly to both sides of wall. As an alternate to gasket material, sealant (Item 4) maybe used.
• HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 653 2" Speed Sleeve and CP 653 4" Speed Sleeve
4. Fill, Void or Cavity Material* Sealant — As an alternate to gasket material (see Item 3), min ½ in. (13 mm) thickness of fill material applied within the annulus between firestop device and wall, flush with both surfaces of wall. An additional 1/4 in. (6 mm) bead shall be applied around periphery of device on each side of wall prior to securing device flanges. • HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 606 or FSONE Sealant or FSONE MAX Intumescent Sealant. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.
F RATING - 2 Hr
T RATING - 3/4 Hr
System No. W-J-1215 32 43
1 1. Wall Assembly — The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:
A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 in. (51 mm) by 4 in. (102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC.
B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (1219 cm) wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Opening may be round, rectangular or irregular with a max diam or dimension of 1 in. (25 mm), or round with a max diam of 1-1/8 in. (29 mm). • The hourly F, FH, FT and FTH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed.
2. Through Penetrant — Max one metallic pipe, tubing or conduit installed either concentrically or eccentrically within the firestop system. The annular space between penetrant and periphery of the opening shall be min 0 in. (point contact). When opening dimension exceeds 1 in. (25 mm), the max annular space is 3/8 in. (9.5 mm). Pipe or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of pipes, tubing or conduit may be used:
A. Steel Pipe — Nom 3/4 in. (19 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe.
B. Iron Pipe — Nom 3/4 in. (19 mm) diam (or smaller) cast or ductile iron pipe.
C. Copper Tubing — Nom 1/2 in. (13 mm) diam (or smaller) Type L and Type K (or heavier) copper tubing.
D. Copper Pipe — Nom 1/2 in. (13 mm) diam (or smaller) Regular (or heavier) copper pipe.
E. Conduit — Nom 3/4 in. (19 mm) diam (or smaller) rigid or flexible steel conduit.
F. Conduit — Nom 3/4 in. (19 mm) diam (or smaller) electrical metallic tubing (EMT).
3. Fill, Void or Cavity Material* — Nom 60 mm diam by 3 mm thick putty disc with one seam at radius. Paper-backer of disc to be removed and disc firmly pressed around the penetrant lapping nom 5 mm onto penetrant to completely cover opening and firmly pressed to lap onto the wall around periphery of opening. Disc seam to be firmly pressed and sealed tight, Disc to be installed at both surfaces of wall. • HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CFS-D 1" Firestop Cable Disc * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.
F RATING - 1 and 2 Hr (See Item 1)
T RATING - 1 and 2 HR (See Item 1)
L RATING AT AMBIENT - Less than 1 CFM/Opening
L RATING AT 400F - Less than 1 CFM/Opening
System No. W-L-1506 23 23
1B
1A
A
SECTION A-A
1. Wall Assembly -- The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features.
A. Studs -- The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features.
B. Gypsum Board*- -- Nom 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the Fire Resistance Directory.
Max diam of opening is 5 in.
• The hourly F and T Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed.
2. Through Penetrant -- One metallic pipe, conduit or tubing installed concentrically or eccentrically within the firestop system. Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from perpendicular. Pipe, conduit or tube to be rigidly supported on both sides of wall assembly. The annular space between the pipe or tube and periphery of the opening shall be min 0 in (point contact) to max 1/2 in. The following types and sizes of metallic pipes, conduit or tube may be used:
A. Steel Pipe -- Nom 4 in. diam (or smaller) Schedule 40 (or heavier) steel pipe.
B. Iron Pipe -- Nom 4 in. diam (or smaller) cast or ductile iron pipe.
C. Conduit -- Nom 4 in. diam (or smaller) steel electrical metallic tubing (EMT) or steel conduit.
D. Copper Tube -- Nom 4 in. diam (or smaller) Type L (or heavier) copper tube.
E. Copper Pipe -- Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe.
3. Fill, Void or Cavity Material*-Sealant -- Min 5/8 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point contact location between pipe and wall, a min ½ in diam bead of fill material shall be applied at the pipe/wall interface. • HILTI CONSTRUCTION CHEMCIALS, DIV OF HILTI INC -- CP606 Flexible Firestop Sealant *Bearing the UL Classification Mark A
F RATING - 1 and 2 Hr (See Item 1)
T RATING - 0 Hr
L RATING AT AMBIENT - Less than 1 CFM/sq ft
L RATING AT 400F - Less than 1 CFM/sq ft
System No. W-L-1290 1
33 2
SECTION A-A
A
A
1. Wall Assembly — The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:
A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC.
B. Gypsum Board* — One or two layers of nom 5/8 in. (16 mm) thick gypsum board as specified in the individual Wall and Partition Design.
Max diam of opening is 5 in. (127 mm).
• The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly.
2. Through penetrants — One metallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space shall be 0 in. (point contact) to 1 in. (25 mm). Pipe or conduit to be rigidly supported on the penetrated side of the wall assembly. The following types and sizes of metallic pipes or conduits may be used:
A. Steel pipe — Nom 3 in. (76 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe.
B. Conduit — Nom 3 in. (76 mm) diam (or smaller) steel electrical metallic tubing (EMT), nom 3 in. (76 mm) diam steel conduit or nom 1 in. (25 mm) diam (or smaller) flexible steel conduit.
C. Copper Tubing — Nom 1 in. (25 mm) diam (or smaller) Type L (or heavier) copper tubing.
D. Copper Pipe — Nom 1 in. (25 mm) diam (or smaller) Regular (or heavier) copper pipe.
3. Fill, Void or Cavity Material++— Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with surface of wall. Min 1/2 in. (13 mm) diam bead of sealant applied at point contact location. • HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant, FS-ONE MAX Intumescent Sealant, CFS-S-SIL GG Sealant, CP601S Elastomeric Sealant, CP 606 Sealant,or CP618 Putty. ++ Bearing the UL Classification Mark
ANSI/UL 1479 (ASTM E814)
F RATING - 1 and 2 HR (See Item 1)
T RATING - 0 Hr
System No. W-L-1410
323
331
2 AA
3 2
1 1. Wall Assembly — Min 3-3/4 in. and 5 in. (95 and 127 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete for 1 and 2 h rated assemblies, respectively. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of openingis 32-1/4 in. (819 mm).is 32-1/4 in. (819 mm).See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.
2. Through—Penetrants — One metallic pipe, conduit or tubing to be centered within the firestop system. The annular space shall be min 0 in. to max 2-1/4 in. (57 mm). Pipe may be installed with continuous point contact. Pipe, conduit or tube may be installed at an an angle not greater than 45 degrees from perpendicular. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:
A. Steel Pipe — Nom 30 in. (762 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.
B. Iron Pipe — Nom 30 in. (762 mm) diam (or smaller) cast or ductile iron pipe.
C. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or 6 in. (152 mm) diam (or smaller) steel conduit.
D. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing.
E. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe.
3. Fill, Void or Cavity Material* — Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at the pipe-wall interface on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant
* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.
ANSI/UL 1479 (ASTM E814)
F RATING - 1 and 2 Hr (See Items 1 and 3)
T RATING - 0 Hr
L RATING AT AMBIENT - Less than 1 CFM/sq ft
L RATING AT 400F - Less than 1 CFM/sq ft
System No. W-L-1065
SECTION A-A
AA
1. Wall Assembly — The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:
A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC.
B. Gypsum Board* — One or two layers of nom 5/8 in. (16 mm) thick gypsum board as specified in the individual Wall and Partition Design.
Max diam of opening is 5 in. (127 mm).
• The hourly F, T, FT, FH and FTH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed.
2. Metallic Penetrant - One metallic pipe, conduit or tube to be installed either concentrically or eccentrically, penetrating wall assembly on one side of wall. The annular space between the pipe, conduit or tubing and the periphery of opening shall be min 0 in. (point contact) to max 7/8 in. (22 mm). Pipe, conduit or tubing shall be rigidly supported within the wall and on the penetrated side of the wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:
A. Steel Pipe - Nom 3 in. (76 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe.
B. Iron Pipe - Nom 3 in. (76 mm) diam (or smaller) cast or ductile iron pipe.
C. Conduit - Nom 3 in. (76 mm) diam (or smaller) steel electrical metallic tubing (EMT), nom 3 in. (76 mm) diam steel conduit or nom 1 in. (25 mm) diam (or smaller) flexible steel conduit.
D. Copper Tubing - Nom 1 in. (25 mm) diam (or smaller) Type L (or heavier) copper tubing.
E. Copper Pipe - Nom 1 in. (25 mm) diam (or smaller) Regular (or heavier) copper pipe.
3. Fill, Void or Cavity Material* - Sealant - Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with surfaceof wall assembly.
At point contact location, min 3/8 in. (10 mm) diam bead of fill material to be applied at the penetrant/gypsum board interface.
SPECIFIED TECHNOLOGIES INC - SpecSeal Series SSS Sealant or SpecSeal LCI Sealant * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.
ANSI/UL 1479 (ASTM E814)
F RATING - 1 and 2 Hr (See Item 1)
T RATING - 1 and 2 Hr (See Item 1)
L RATING AT AMBIENT - Less than 1 CFM/sq ft
L RATING AT 400F - Less than 1 CFM/sq ft
System No. W-L-1527
23 23
1B3
1A
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS #
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/20/2024 11:24:31 AM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt A-790
FIRESTOPPING
PENETRATIONS -
HORIZONTAL PIPES
DCWWTP OPERATIONS
AND LAB BLDG
May 29, 2024
210015.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
W-L-5257: PIPE @ WALL ASSEMBLY N.T.S.
6 21.12.14 - 00000
W-J-1215: PIPE @ CONC WALL N.T.S.
8 21.12.14 - 00000
W-L-1506: PIPE @ WALL ASSEMBLY N.T.S.
4 21.12.14 - 00000
W-L-1290: PIPE @ WALL ASSEMBLY N.T.S.
5 21.12.14 - 00000
W-L-1410: PIPE @ MEMBRANE N.T.S.
1 21.12.14 - 00000
W-L-1065: PIPE @ CONC WALL N.T.S.
2 21.12.14 - 00000
W-L-1527: PIPE @ MEMBRANE N.T.S.
3 21.12.14 - 00000
NO. DATE DESCRIPTION
1 8/28/24 PC Comments
1 2/28/25
BID SET (PRELIMINARY)
Firestop
Device
L Rating, CFM/sq ft (CFM/firestop device)
Ambient 400F
Smooth Sleeve 22 (2) 18 (2)
Threaded Sleeve 22 (2) 18 (2)
Split Sleeve 54 (5) 47 (4)
SECTION A-A
A
A
1. Wall Assembly — The 1 or 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:
A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC.
B. Gypsum Board* — 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 4-1/2 in.
The hourly F rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.
2. Cables — Aggregate cross-sectional area of cables in steel sleeve to be 45 percent of the aggregate cross-sectional area of the sleeve.
Cables to be rigidly supported on both sides of wall assembly. Any combination of the following types and sizes of copper conductor cable may be used:
A. Max 300 kcmil single conductor Type MTW, THHN, THWN or AWM power cables; cross-linked polyethylene (XLPE) insulation.
B. Max 4 pair No. 24 AWG telephone cable intended for plenum applications.
C. Max 3/C No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket.
3. Firestop System — The firestop system shall consist of the following:
A. Fill, Void or Cavity Material* — Sealant — (not shown) — Min 1/2 in. diam of sealant shall be applied around the perimeter of the firestop device on each side of the wall.
HILTI CONSTRUCTION CHEMICALS, DIV OF
HILTI INC — FS-ONE Sealant
B. Firestop Device* — One of the following firestop devices may be used:
1. Smooth steel sleeve device incorporating flat washers secured by sliding compression couplers. Device shall be installed in accordance with the accompanying installation instructions.
Device provided in nom 1, 2 and 4 in. sizes. Max diam of opening in wall for 1, 2 and 4 in. sizes are 1-1/8, 2-1/4 and 4-1/2 in., respectively.
UNIQUE FIRE STOP PRODUCTS INC — Smooth Sleeve
2. Threaded steel sleeve device incorporating flat washers secured by threaded couplings.
Device shall be installed in accordance with the accompanying installation instructions. Device provided in nom 1, 2 and 4 in. sizes. Max diam of opening in wall for 1, 2 and 4 in. size devices are 1-5/16, 2-3/8 and 4-1/2 in., respectively.
UNIQUE FIRE STOP PRODUCTS INC — Threaded Sleeve
3. Threaded steel sleeve halves incorporating split nuts and split washers sized to fit the specific diam of the opening. Device shall be installed around cables in accordance with the accompanying installation instructions. Device provided in nom 1, 2 and 4 in. sizes. Max diam of opening in wall for 1, 2 and 4 in size devices are 1-1/4, 2-7/16 and 4-1/2 respectively.
UNIQUE FIRE STOP PRODUCTS INC — Split Sleeve
C. Packing Material - (Optional) — Min 1 in. thickness of min 4.0 pcf mineral wool batt insulation firmly packed into each end of firestop device as a permanent form. Packing material to be recessed from each end of firestop device as required to accommodate the required thickness of fill material.
D. Fill, Void or Cavity Material* — Putty — Min 5/8 in. thickness of fill material applied within the firestop device, flush with both ends.
HILTI CONSTRUCTION CHEMICALS, DIV OF
HILTI INC — CP618 Firestop Putty Stick
*Bearing the UL Classification Mark
The L Rating of the firestop system is dependent upon the type of firestop device as tabulated below:
F RATING - 1 and 2 Hr (See Item 1)
T RATING - 0 Hr
L RATING AT AMBIENT - 22 or 54 CFM / Sq Ft (See Item 3B) L RATING AT 400F - 18 or 47 CFM / Sq Ft (See Item 3B)
System No. W-L-3122
2 3B
1A 3C
3D
1B
R
Classified by
Underwriters Laboratories,
Inc.
to UL 1479 and CAN/ULCS115
SECTION A-A
A
A
1. Wall Assembly — Min 6 in. (152 mm) thick lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 4 in. (102 mm). See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.
2. Cables — Aggregate cross-sectional area of cable in opening to be max 45 percent of the cross-sectional area of the opening. The annular space between the cable bundle and the periphery of the opening to be min 0 in. (point contact) to max 7/8 in. (22 mm) Cables to be tightly bundled and rigidly supported on both sides of the wall assembly.. Any combination of the following types and sizes of copper conductor cables may be used:
A. Max 7/C No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket.
B. Max 25 pair No. 24 AWG telephone cable with PVC insulation and jacket.
C. Max 4 pr No. 22 AWG Cat 5 or Cat 6 computer cables.
D. Type RG/U coaxial cable with polyethylene (PE) insulation and PVC jacket having a max outside diameter of ½ in. (13 mm).
E. Max RG 6/U coaxial cable with fluorinated ethylene insulation and jacketing.
F. Multiple fiber optical communication cable jacketed with PVC and having a max OD of 5/8 in. (16 mm).
G. Max three copper conductor No. 8 AWG Metal-Clad Cable+.
H. Max 3/C (with ground) (or smaller) No. 8 AWG copper conductor cable with PVC insulation and jacketing.
I. Through Penetrating Product* — Any cables, Metal-Clad Cable+ or Armored Cable+ currently Classified under the Through Penetrating Products category.
3. Fill, Void or Cavity Material*— Sealant — Fill material applied within the annulus, flush with both surfaces of wall. A min 5/8 in. (16 mm) thickness of sealant is required for 2 hr F Rating. A min 1 in. (25 mm) thickness of sealant is required for the 3 hr F Rating. An additional 1/2 in. (13 mm) diam bead of fill material shall be applied at the point contact location of cable bundle/concrete interface on both surfaces of wall.
HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP606, FS-One Sealant or FS-ONE MAX Intumescent Sealant * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.
+Bearing the UL Listing Mark
C
CLASS IF IED
US
ANSI/UL 1479 (ASTM E814)
F RATING - 2 and 3 Hr (See Item 3)
T RATING - 0 Hr
System No. W-J-3190
3 1
2 3
SPECIFIED TECHNOLOGIES INC — FS100, FS200, FS201, FS400 and FS401 SpecSeal Ready-Sleeves
3. Cables — Aggregate cross-sectional area of cables in steel sleeve to be max 33 percent of the aggregate cross-sectional area of the sleeve.
Cables to be rigidly supported on both sides of wall assembly. Any combination of the following types and sizes of copper conductor cable may be used:
A. Max 200 pair No. AWG (or smaller) copper conductor cable with polyvinyl chloride (PVC) jacketing and insulation.
B. Max 3/C No. 2/0 AWG (or smaller) aluminum or copper conductor service entrance cable with PVC insulation and jacket.
C. Max 3/C No. 8 AWG (or smaller) nonmetallic sheathed (Romex) cable with copper conductors, PVC insulation and jacket.
D. Max 7/C No. 2/0 AWG (or smaller) multiconductor power and control cables with XLPE or PVC insulation and XLPE or PVC jacket.
E. Max RG/U (or smaller) coaxial cable with fluorinated ethylene insulation and jacketing.
F. Max 62.5/48 fiber optic cable with PVC insulation and jacketing.
G. Max 4 pair No. 24 AWG (or smaller) copper conductor data cable with PVC insulation and jacket.
H. Max 4/C No. 2/0 aluminum or copper conductor aluminum or steel Metal-Clad# or Armored-Clad# cable. • When Item 3G is used, the L Rating is 11.9 CFM/device at ambient and 5.2 CFM/device at 400F.
4. Fill, Void or Cavity Material* - Putty — Fill material supplied with firestop device (Item 2) applied to 1 in. (25 mm) thickness flush with each end of steel sleeve device. At point contact location, min 3/8 in. (9 mm) diam bead of fill material applied at grouped cable/steel sleeve interface on each side of wall.
• SPECIFIED TECHNOLOGIES INC — SpecSeal Putty
* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.
1. Wall Assembly — The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:
A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC.
B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (1.2 m) wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300, U400 or V400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 4-1/2 in. (114 mm). • The hourly F rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.
2. Firestop Device* — Steel sleeve device centered within opening and installed in accordance with the accompanying installation instructions.
Steel sleeve device secured in place by means of steel escutcheon plates installed with gasketing material supplied with product. Steel escutcheon plates installed on both sides of wall and secured to device by means of steel screws provided with device. Steel sleeve device provided in nom 1, 2 and 4 in. (25, 51 and 102 mm) sizes. The min and max opening sizes for each sleeve device are shown in the table below:
MIN OPENING SIZE MAX OPENING SIZE
1 in. (25mm) 1.12 in. (28mm) 1.25 in. (32mm)
2 in. (51mm) 2.38 in. (60mm) 2.50 in. (64mm)
4 in. (102mm) 4.50 in. (114mm) 4.50 in. (114mm)
DEVICE SIZE
F RATING - 1 and 2 HR (See Item 1)
T RATING - 0 Hr
L RATING AT AMBIENT - 11.92 CFM (See Item 3)
L RATING AT 400F - 5.19 CFM (See Item 3)
System No. W-L-3376
3 4
2 4
1B
1A
1B 1A
3 2
3 A
A
SECTION A-A
1. 1. Wall Assembly — The 1, 2 or 3 fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:
A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC.
B. Gypsum Board* — Nom 5/8 in. (16 mm) thick gypsum board, with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory. Max diam of opening is 4 in. (102 mm).
• The F Rating of the firestop system is equal to the fire rating of the wall assembly.
2. Cables — Aggregate cross-sectional area of cable in opening to be max 45 percent of the cross-sectional area of the opening. The annular space between the cable bundle and the periphery of the opening to be min 0 in. (point contact) to max 7/8 in. (22 mm) Cables to be tightly bundled and rigidly supported on both sides of the wall assembly. Any combination of the following types and sizes of copper conductor cables may be used:
A. Max 7/C No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket.
B. Max 25 pair No. 24 AWG telephone cable with PVC insulation and jacket.
C. Max 4 pr No. 22 AWG Cat 5 or Cat 6 computer cables.
D. Type RG/U coaxial cable with polyethylene (PE) insulation and PVC jacket having a max outside diameter of ½ in. (13 mm).
E. Max RG 6/U coaxial cable with fluorinated ethylene insulation and jacketing.
F. Multiple fiber optical communication cable jacketed with PVC and having a max OD of 5/8 in. (16 mm).
G. Max three copper conductor No. 8 AWG Metal-Clad Cable+.
H. Max 3/C (with ground) (or smaller) No. 8 AWG copper conductor cable with PVC insulation and jacketing.
I. Through Penetrating Product* — Any cables, Metal-Clad Cable+ or Armored Cable+ currently Classified under the Through Penetrating Products category.
3. Fill, Void or Cavity Material*— Sealant — Fill material applied within the annulus, flush with both surfaces of wall. A min 5/8 in. (16 mm) thickness of sealant is required for the 1 or 2 hr F Rating. A min 1 in. (25 mm) thickness of sealant is required for the 3 hr F Rating. An additional 1/2 in. (13 mm) diam bead of fill material shall be applied at the point contact location of cable bundle/gypsum board interface on both surfaces of wall.
HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP606 or FS-One Sealant or FS-ONE MAX Intumescent Sealant * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.
ANSI/UL 1479 (ASTM E814)
F RATING - 1, 2, and 3 Hr (See item 1)
T RATING - 0 Hr
System No. W-L-3385
1. Wall Assembly — The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:
A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 in. (51 mm) by 4 in. (102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC.
B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (1219 cm) wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Opening may be round, rectangular or irregular with a max diam or dimension of 1 in. (25 mm). • The hourly F, FT, FH and FTH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed.
2. Cables — Single or tight bundle of cables penetrating wall assembly on one side of wall. Aggregate cross-sectional area of cables in opening to have a visual fill of min 0% to max 100%. The annular space between the cable bundle and the periphery of the opening to be min 0 in. (point contact). Cables to be rigidly supported on penetrating side of and within the wall assembly. Any combination of the following types and sizes of cables may be used:
A. Max 3/C No. 8 AWG NM copper conductor cable (Romex) with PVC insulation and jacket.
B. Max 4 pr No. 22 AWG (or smaller) Cat 5 or Cat 6 computer cables with PVC or plenum rated insulation and jacketing.
C. Type RG/U coaxial cable with fluorinated ethylene or PVC insulation and jacketing having a max outside diameter of 1/2 in. (13 mm).
D. Max 24 fiber optic cable with polyvinyl chloride (PVC) or polyethylene (PE) jacket and insulation.
E. Max 25 pair No. 24 AWG (or smaller) copper conductor telecommunication cable with polyvinyl chloride (PVC) or plenum-rated jacketing and insulation.
F. Through Penetrating Product* — Max two copper conductor No. 18 AWG (or smaller) Power or Non-Power Limited Fire Alarm Cable with or without a jacket under a metal armor.
• AFC CABLE SYSTEMS INC
G. Maximum 3/C No. 10 AWG copper conductor metal-clad cable.
3. Fill, Void or Cavity Material* — Nom 60 mm diam by 3 mm thick putty disc with one seam at radius. Paper-backer of disc to be removed and disc firmly pressed around the cable/cable bundle lapping nom 5 mm onto cables to completely cover opening and firmly pressed to lap onto the wall around periphery of opening. Disc seam to be firmly pressed and sealed tight, Disc to be installed at penetrated side of wall. • HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CFS-D 1" Firestop Cable Disc * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.
F RATING - 1 and 2 HR (See Item 1)
T RATING - 1 and 2 HR (See Item 1)
L RATING AT AMBIENT - Less than 1 CFM/Opening
L RATING AT 400F - Less than 1 CFM/Opening
System No. W-L-3415
2 3
2 3
1B
1A
Section A-A
Section B-B
Section C-C
C
C
A
A
B
B
2 (51) or
Type
Cable
0% -Series 22 1.4 1.4
Device
Ambient 400° F
L-Rating (CFM)
1-3/4 x 1-3/4 (44 x 44)
Dimensions, in. (mm)
Opening Size Diam or
Series 22
Series 22
Series 33
Series 33
Series 33
Series 33
1-25%
26-50%
0%
100%
100%
100%
3A
-
3A
3F
Less
Than 1
Less
Than 1
Less
Than 1
Less
Than 1
Less
Than 1
Less
Than 1
Less
Than 1
4 3
1.3 7 2
2 (51) or
1-3/4 x 1-3/4 (44 x 44)
2 (51) or
1-3/4 x 1-3/4 (44 x 44)
4 (102) or
3-1/4 x 3-1/4 (82 x 82)
4 (102) or
3-1/4 x 3-1/4 (82 x 82)
4 (102) or
3-1/4 x 3-1/4 (82 x 82)
4 (102) or
3-1/4 x 3-1/4 (82 x 82)
Series 33 100% 3I 1.8 1.8 4 (102) or
3-1/4 x 3-1/4 (82 x 82)
Series 44+
Series 44+
0% -
2.3 2.3
6 (152) or
4-1/8 x 4-3/4 (120 x 120)
6 (152) or
4-1/8 x 4-3/4 (120 x 120)
Less
Than 1
Less
Than 1
3A-3I
Fill
Cable
Max
Series 22 51-75% Less
Than 1
Less
Than 1
2 (51) or
1-3/4 x 1-3/4 (44 x 44)
Series 22 76-100% Less
Than 1
Less
Than 1
2 (51) or
1-3/4 x 1-3/4 (44 x 44)
Series 22 100% 3F Less
Than 1
Less
Than 1
2 (51) or
1-3/4 x 1-3/4 (44 x 44)
3A
3A
3A
3G,
3H
Series 44+
Series 44+
Series 44+ 1-25%
26-50%
51-75%
76%-
100%
3A-3I
3A-3I
3A-3I
2.3 2.3
2.3 2.3
1.5 1.5
6 (152) or
4-1/8 x 4-3/4 (120 x 120)
6 (152) or
4-1/8 x 4-3/4 (120 x 120)
6 (152) or
4-1/8 x 4-3/4 (120 x 120)
1. Wall Assembly — The 1, 2, 3 or 4 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described within the individual U300, U400, V400 or W400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall incorporate the following construction features:
A. Studs — Wall framing shall consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced max 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC.
B. Gypsum Board* — Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design. See Table for opening sizes.
• The hourly F and FH Ratings are dependent upon the hourly rating of the wall in which it is installed.
2. Firestop Device* — Series 22 EZ Path device modules consist of a 1.4 by 1.4 by 10-1/2 in. (36 by 36 by 267 mm) long galv steel tube with an intumescent material lining. Series 33 EZ Path device modules consist of a 3 by 3 by 10-1/2 in. (76 by 76 by 267 mm) long galv steel tube with an intumescent material lining. Series 44+ EZ Path device modules consist of a 4 by 4-5/8 by 14 in. (102 by 118 by 356 mm) long galv steel tube with an intumescent material lining. Firestop device modules to be installed in accordance with the accompanying installation instructions. Firestop device modules secured in place by means of steel wall plates installed with gasketing material supplied with product. Steel wall plates installed on both sides of wall and secured to each device by means of steel screws provided with device. Firestop device module is to be installed with ends projecting an equal distance beyond each surface of the wall assembly. The annular space between the device and opening shall be min 0 in. (point contact) to max 1/8 in. (3 mm) for Series 22 device, max 1/2 in. (13 mm) for Series 33 device and max 1/4 in. (6 mm) for Series 44 device.
The opening size and L Ratings for each device vary according to whether device module is blank (no cables) or loaded (with cables) and which cable type and size is used, as tabulated below:
SPECIFIED TECHNOLOGIES INC — EZ PATH Series 22, 33 or 44+ Fire Rated Pathway • Firestop Device* — Extension Module — (Optional, Not Shown) — Module attached to ends of Series 33, Series 44+ firestop device (Item 2) to increase its length to facilitate installation in thicker walls. Each module consists of a galv steel tube with an intumescent material lining. Extension module to be installed in accordance with the accompanying installation instructions. When module is used, firestop device (Item 2) and extension module(s) secured in place by means of steel wall plates installed with gasketing material supplied with product. Steel wall plates installed on both sides of wall and secured to each device or extension module(s) by means of steel set screws provided with wall plates. Firestop device and extension module(s) assembly to be installed with ends projecting an equal distance beyond each surface of the wall assembly.
SPECIFIED TECHNOLOGIES INC — EZ PATH Series 33 or Series 44+ Extension
3. Cables — Cables may represent a 0 to max 100 percent visual fill within the loading area for the firestop device module. Cables to be rigidly supported on both sides of the wall assembly. Any combination of the following types of cables may be used:
A. Max 400 pair No. 24 AWG (or smaller) copper conductor telecommunication cable with polyvinyl chloride (PVC) or plenum-rated jacketing and insulation.
B. Max 750 kcmil single copper conductor power cable with XLPE jacket and insulation C. Max 7/C No. 12 AWG copper conductor control cable with PVC or XLPE jacket and insulation.
D. Max 3/C No. 2/0 AWG metal clad or armored cable with steel or aluminum jacket.
E. Max 3/C No. 8 AWG NM cable (Romex) with PVC insulation and jacket.
F. Max four pair No. 22 AWG (or smaller) copper conductor data cable with PVC or plenum rated jacketing and insulation.
G. Coaxial cable with fluorinated ethylene or PVC insulation and jacketing having a max diam of 5/8 in. (16 mm).
H. Optical fiber cable with PVC or polyethylene (PE) jacket and insulation and having a max diam of 5/8 in. (16 mm).
I. Max RG6/U coaxial cable with fluorinated ethylene, polyethylene (PE), PVC or plenum rated jacketing and insulation.
When Series 22 EZ Path device modules are used and when the hourly rating of the wall assembly is 1 hr, the T, FT and FTH Ratings are 3/4 hr except that for Items 3F, 3G and 3H, the T, FT and FTH Ratings are 1 hr. When the hourly fire rating of the wall assembly is 2 hr or greater, the T, FT and FTH Ratings are 3/4 hr when cables are installed. When no cables are installed within the device module, the T, FT and FTH Ratings are 1 hr in 1 hr walls and 1-1/2 hr for 2, 3 and 4 hr walls. When Item 3A, 3B, 3C, 3D or 3E is used, the maximum F and FH Ratings are 2 hr. When max 200 pair No. 24 AWG telecommunication cable and/or 350 kcmil power cable is used or when Item 3F, 3G, 3H or 3I is used, the maximum F and FH Ratings are 4 hr.
When Series 33 EZ Path device modules are used and when the hourly rating of the wall assembly is 1 hr, the T, FT and FTH Ratings are 3/4 hr.
When the hourly fire rating of the wall assembly is greater than 1 hr, the T, FT and FTH Ratings are 3/4 hr when Item 3A, 3B, 3C, 3D or 3E is used.
Otherwise the T, FT and FTH Ratings are 1 hr. When Item 3A, 3B, 3C, 3D or 3E is used, the maximum F and FH Ratings are 2 hr. When max 200 pair No. 24 AWG telecommunication cable is used or when Item 3F, 3G, 3H or 3I is used, the maximum F and FH Ratings are 4 hr.
When Series 44 + EZ Path device modules are used and when Item 3A, 3B, 3C, 3D or 3E is used, the max F and FH Ratings are 3 hr and the T, FT and FTH Ratings are 1 hr. When Item 3F or 3G is used, the max F and FH Ratings are 4 hr and the T, FT and FTH Ratings are 1-1/2 hr. When Item 3H or 3I is used, the max F and FH Ratings are 4 hr and the T, FT and FTH Ratings are 2 hr. When device empty, the T, FT and FTH Ratings are 1-1/2 Hr.
+Bearing the UL Listing Mark
* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.
F RATING - 1, 2, 3 and 4 Hr (See Items 1 and 3)
T RATING - 3/4, 1, 1-1/2 and 2 Hr (See Item 3)
FT RATING3/4, 1, 1-1/2 and 2 Hr (See Item 3)
L RATING AT AMBIENT - Less than 1 to 7 CFM/Device Module (See Item 2) L RATING AT 400F - Less than 1 to 3 CFM/Device Module (See Item 2) System No. W-L-3377
2 2
2 3
3 3
2 2
2 3
3 3
1B
1B
1B
1A
1A
1A
EZDR200 50%
Cable Fill
No
Sealant
3.3 Device Max Visual Sleeve Size in. (mm)
3.7 or
Putty
Ambient 400°F
L-Rating (CFM)
2 (51)
2 (51)
2 (51)
2 (51)
2 (51)
2 (51)
4 (102)
4 (102)
4 (102)
4 (102)
4 (102)
4 (102)
EZDR200
EZDR200
EZDR200
EZDR200
EZDR200
EZDR400
EZDR400
EZDR400
EZDR400
EZDR400
EZDR400
No
No
Yes
Yes
Yes
No
No
No
Yes
Yes
Yes
51% - 75%
76% - 100%
50%
51% - 75%
76% - 100%
50%
51% - 75%
76% - 100%
50%
51% - 75%
76% - 100%
4 1.5
1.8 7.8
8 10.7
1.3 3.7
5.2 3.3
3.7 4
1.5 1.8
7.8 8
10.7 1.3
3.7 5.2
A
A Section A-A
W-L-3435
ANSI/UL1479 (ASTM E814)
F Ratings - 1 and 2 Hr (See Item 1)
T Ratings - 0 and 1/2 Hr (See Item 2)
L Rating at Ambient - Less than 1 to 10.7
CFM/Device (Seeitem 4C)
L Rating at 400 F - Less than 1 to 10.7 CFM/Device (See item 4C)
CAN/ULC S115
F Ratings - 1 and 2 Hr (See Item 1)
FT Ratings - 0 and 1/2 Hr (See Item 2)
FH Ratings - 1 and 2 Hr (See Item 1)
FTH Ratings - 0 and 1/2 Hr (See Item 2)
L Rating at Ambient - Less than 0.47 to 5.05 L/s/Device (Seeitem 4C)
L Rating at 204 C- Less than 0.47 to 5.05
L/s/Device (See item 4C)
Less
Than 1
Less
Than 1
3 4A 2
1A
1B 4A
3 1. 1.Wall Assembly - The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, V300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:
A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC.
B. Gypsum Board* - Thickness, type, number of layers, fastener type and sheet orientation shall be as specified in the individual U300, V300, U400 , V400 or W400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 5-1/2 in. (140 mm) when sleeve (Item 2) extends from wall surface. When sleeve is flush with wall surface, opening sized to outside diameter of sleeve. Max diam of opening is 4 in. (102 mm) when sleeve is not used.
• The F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall in which it is installed.
2. Steel Sleeve - (Optional) - Nom 1-1/2 in. (38 mm), 2 in. (51 mm), 3 in. (76 mm) or 4 in. (102 mm) diam steel electrical metallic tubing (EMT), steel conduit, Schedule 5 (or heavier) steel pipe sleeve or min 0.016 in. thick (0.41 mm, No. 28 ga) galv sheet steel sleeve installed flush with wall surfaces. The annular space between the steel sleeve and periphery of opening shall be min 0 in. (continuous point contact) to max 1 in. (25 mm). Sheet steel sleeve to be installed in continuous point contact only. When Schedule 5 steel pipe, steel conduit or EMT is used, sleeve may be installed flush with or extend up to 3 in. (76 mm) beyond one or both wall surfaces. When sleeve projects from wall surface, it may be provided with a metallic or nonmetallic conduit bushing. Steel sleeve may be installed at an angle not greater than 45 degrees from perpendicular. Schedule 5 steel pipe, steel conduit or EMT sleeves may extend continuously beyond one wall surface. Sleeve to be rigidly supported when extending from the wall surfaces.
• When sleeve is flush with wall surface in 2 Hr rated assemblies, the T, FT, and FTH Ratings are 1/2 Hr. Otherwise, the T, FT, and FTH Ratings are 0 Hr.
3. Cables - Cables may represent a min 50 to max 100 percent visual fill within the loading area for the sleeve, a nom 2 in. (51 mm) diam opening or a nom 4 in. (102 mm) diam opening. Cables to be rigidly supported on both sides of the wall assembly. Any combination of the following types and sizes of cables may be used:
A. Max 400 pair No. 24 AWG (or smaller) copper conductor telecommunication cable with polyvinyl chloride (PVC) or plenum-rated jacketing and insulation.
B. Max 750 kcmil single copper conductor power cable with XLPE jacket and insulation.
C. Max 7/C No. 12 AWG copper conductor control cable with PVC or XLPE jacket and insulation.
D. Max 3/C No. 2/0 AWG metal clad or armored cable with steel or aluminum jacket.
E. Max 3/C No. 8 AWG NM cable (Romex) with PVC insulation and jacket.
F. Max four pair No. 22 AWG (or smaller) copper conductor data cable with PVC or plenum rated jacketing and insulation.
G. Max four pair No. 22 AWG (or smaller) Cat 5, Cat 5E, Cat 6 or Cat 6A cable with PVC or plenum rated jacketing and insulation.
H. Coaxial cable with fluorinated ethylene or PVC insulation and jacketing having a max diam of 5/8 in. (16 mm).
I. Optical fiber cable with PVC or polyethylene (PE) jacket and insulation and having a max diam of 5/8 in. (16 mm).
J. Max RG6/U coaxial cable with fluorinated ethylene, polyethylene (PE), PVC or plenum rated jacketing and insulation.
4. Firestop System* - The firestop system shall consist of the following:
A. Firestop Device - A firestop device consisting of a rectangular galv steel housing with intumescent curtain sized to the specific diam of the sleeve or opening. Firestop device installed in accordance with the accompanying installation instructions on each side of the wall. Firestop device secured to end of sleeve when sleeve extends from wall surface. When sleeve extends continuously beyond one wall surface, firestop device shall be installed only on the side of the wall with a sleeve termination. When sleeve is flush with wall surface or when sleeve is not used, firestop device secured to assembly using provided anchor tabs by means of 1/8 in. (3.2 mm) diam by 1-3/4 in. (44 mm) long steel molly bolts or toggle bolts in conjunction with min 1-1/4 in. (32 mm) diam steel fender washers.
B. Fill, Void or Cavity Material* - Sealant or Putty - (Optional, Not Shown) Any existing XHHW sealant or putty either partially or fully installed into one or both ends of the steel sleeve. When annular space is present between the sleeve and the periphery of the opening, a min 5/8 in. (16 mm) thickness of any existing XHHW sealant or putty shall be applied within the annulus, flush with both surfaces of wall.
C. Fill, Void or Cavity Material* - Sealant or Putty - (Optional, Not Shown) - Min 1/2 in. (13 mm) thickness of sealant or putty applied within annulus, flush with both ends of sleeve. When annular space is present between the sleeve and the periphery of the opening, a min 1/2 in. (13 mm) thickness of sealant or putty shall be applied within the annulus, flush with both surfaces of the wall. • Firestop Device* - (Not Shown) - When nom 1-1/2 in. (38 mm) or nom 3 in. (76 mm) diam steel sleeve is used, an appropriately sized steel plate adaptor kit shall be used in conjunction with Item 4A. The steel plate shall be installed in accordance with the accompanying installation instructions.
SECTION A-A
A
A
1. Wall Assembly — The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:
A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC.
B. Gypsum Board* — One or two layers of nom 5/8 in. (16 mm) thick gypsum board as specified in the individual Wall and Partition Design.
Max diam of opening is 5 in. (127 mm).
C. The hourly F, FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly.
2. Sleeve — Nom 3 in. (76 mm) diam (or smaller) steel EMT, steel conduit or Schedule 5 (or heavier) steel pipe. The annular space between sleeve and periphery of opening shall be min. 0 in. (point contact) to max 1 in. (25 mm). Maximum projection from wall is 12 in. (305 mm).
Sleeve to be rigidly supported on penetrated side of the wall assembly.
3. Cables — Aggregate cross-sectional area of cable in opening to be min 0 to max 45 percent of the cross-sectional area of the opening. The annular space between the cable bundle and the periphery of the opening to be min 0 in. (point contact). Cables to be rigidly supported on penetrated side of the wall assembly. Any combination of the following types and sizes of copper conductor cables may be used:
A. Max 7/C No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket.
B. Max 25 pair No. 24 AWG telephone cable with PVC insulation and jacket.
C. Type RG/U coaxial cable with polyethylene (PE) insulation and PVC jacket having a max outside diameter of ½ in. (13 mm).
D. Multiple fiber optical communication cable jacketed with PVC and having a max OD of 5/8 in. (16 mm).
E. Multiple fiber optical communication cable jacketed with PVC and having a max OD of 5/8 in. (16 mm).
F. Through Penetrating Products*— Max three copper conductor No. 8 AWG . Metal-Clad Cable+. AFC CABLE SYSTEMS INC G. Max 3/C (with ground) No. 8 AWG (or smaller) copper conductor cable with PVC insulation and jacketing.
H. Max 3/4 in. (19 mm) diam copper ground cable with or without a PVC jacket.
I. Fire Resistive Cables* — Max 1-1/4 in. (32 mm) diam single conductor or multi conductor Type MI cable. A min 1/8 in. (3 mm) separation shall be maintained between MI cables and any other types of cable.
4. Fill, Void or Cavity Material++— Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with surface of wall. Min 1/2 in. (13 mm) diam bead of sealant applied at point contact location. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant, FS-ONE MAX Intumescent Sealant, CFS-S SIL GG Sealant, CP601S Elastomeric Sealant, CP 606 Sealant, CP618 Putty
5. Packing Material — (Optional, Not Shown) — Mineral wool forming material may be used as a backer for the sealant. When used, it shall be firmly packed into annular space between cables and sleeve as a permanent form and recessed from end of sleeve to accommodate the required thickness of fill material.
++ Bearing the UL Classification Mark
ANSI/UL 1479 (ASTM E814)
F RATING - 1 & 2 Hr (See Item 1)
T RATING - 0 Hr
System No. W-L-3320
4 2
3 4 4
4 1
2 4
3 DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
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A-791
FIRESTOPPING
PENETRATIONS -
HORIZ CABLES
DCWWTP OPERATIONS
AND LAB BLDG
May 29, 2024
210015.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
W-L-3122: CABLES @ WALL ASSEMBLY 3" = 1'-0" 1
21.12.14 - 00000
W-L-3190: CABLES @ WALL ASSEMBLY 12" = 1'-0" 2
21.12.14 - 00000
W-L-3376: CABLES @ WALL ASSEMBLY 1 1/2" = 1'-0" 3
21.12.14 - 00000
W-L-3385: CABLES @ WALL ASSEMBLY 12" = 1'-0" 8
21.12.14 - 00000
W-L-3415: CABLES @ MEMBRANE 3" = 1'-0" 13
21.12.14 - 00000
W-L-3377: EZ PATH 22 12" = 1'-0" 5
21.12.14 - 00000
W-L-3435: EZ PATH RETROFIT N.T.S. 9
21.12.14 - 00000
W-L-3320: CABLES @ MEMBRANE 12" = 1'-0" 4
21.12.14 - 00000
NO. DATE DESCRIPTION
1 8/28/24 PC Comments
1 2/28/25
BID SET (PRELIMINARY)
DOOR HEIGHT
DOOR HEIGHT
EQ EQ
DOOR TYPE '1' DOOR TYPE '2' DOOR TYPE '3' DOOR TYPE '4'
DOOR WIDTH
DOOR TYPE '5'
DOOR WIDTH
DOOR TYPE '6' DOOR TYPE '7'
DOOR WIDTH
DOOR HEIGHT
6"
6"
3'-6"
DOOR WIDTH
DOOR HEIGHT
6" 8"
6" 1'-0"
1'-0" 6"
DOOR HEIGHT
6" 10"
DOOR WIDTH
1'-0" 6"
DOOR HEIGHT
6" 6"
DOOR WIDTH
1'-0" 6"
DOOR HEIGHT
6" 6"
DOOR WIDTH
EQ EQ
DOOR CONSTRUCTION AND MATERIAL:
HM - HOLLOW METAL
AL - ALUMINUM
WD - WOOD
DOOR FACING AND FINISH:
AL - CLEAR ANNODIZED ALUMINUM
K - KYNAR FINISH ON ALUMINUM
SP - STEEL, PAINTED
WS - WOOD VENEER, STAINED
FRAME MATERIAL:
HM - HOLLOW METAL, PAINTED
AL - ALUMINUM
FRAME FINISH:
AL - CLEAR ANNODIZED ALUMINUM
P - PAINTED STEEL
K - KYNAR FINISH ON ALUMINUM
FRAME TYPES:
A, B
GLASS:
ALL GLASS IS TEMPERED (SG - SAFETY GLAZING)
HARDWARE:
P.H. - PANIC HARDWARE
LEGEND - DOOR MATERIALS
A. RATED DOORS SHALL BE POSITIVE LATCHING. RATED DOORS SHALL HAVE A MAXIMUM GAP OF 1/8" ON THE SIDES AND TOP, AND 3/8" ON THE BOTTOM. RATED ASSEMBLIES SHALL BE PROVIDED WITH APPROVED GASKET MATERIAL INSTALLED TO PROVIDE A SEAL WHERE THE DOOR MEETS THE STOPS ON BOTH SIDES AND THE TOP. MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE. HARDWARE SHALL BE FIRE RATED.
B. DOOR OPENING FORCE - EFFORT OF OPERATION (CBC 11B-404.2.9) * 5 POUNDS FOR INTERIOR & EXTERIOR DOORS
* 15 POUNDS FOR FIRE DOORS.
C. ALL DOOR CLOSERS SHALL BE MOUNTED ON ROOM SIDE OF DOORS, CONCEALED FROM CORRIDORS & COMMON AREAS. THE SWEEP PERIOD SHALL BE 5 SECONDS MINIMUM FROM 90º OPEN TO 12º FROM THE LATCH. CBC 11B-404.2.8.1 D. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED SHALL BE OPERABLE W/ A SINGLE EFFORT BY LEVER TYPE
HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS,DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.
E. EGRESS DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. (CBC 11B-404.2.7)
F. 11B-404.2.7 DOOR AND GATE HARDWARE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH SECTION 11B-309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES (864 MM) MINIMUM AND 44 INCHES (1118 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES.
G. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. (CBC 1010.1.9.5).
H. SPECIFIC FINISHES SHALL BE PER THE INTERIOR DESIGNER.
I. DOOR STOPS SHALL BE PROVIDED ON ALL DOORS. DOOR STOPS ON NON-RATED DOORS SHALL BE HINGE STOPS (HAGER 301D) UNO. DOOR STOPS ON RATED DOORS SHALL BE INTEGRAL WITH THE CLOSING DEVICE.
J. SIGN ADJACENT TO MAIN EXIT DOOR SHALL STATE "DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS" WITH 1" HIGH CONTRASTING LETTERS.
K. PROVIDE A SIGN ON OR ADJACENT TO EACH BUILDING ENTRANCE OF THE INTERNATIONAL SIGN OF ACCESSIBILITY AT +60" AFF.
MAX.
L. ALL KEYED LOCKS ARE TO BE PER FACILITY STANDARDS.
M. ALL NON-RATED DOORS SHALL HAVE DOOR SILENCERS ON THE DOOR FRAME.
N. ALL DOORS SHALL HAVE STAINLESS STEEL EDGE GUARDS, BEVELED FLUSH WITH LAMINATE 1/2" MAXIMUM RETURN. MOUNT ON BOTH SIDES OF DOOR.
O. DOOR ACCESSORIES
-PROVIDE KICK PLATES WHERE SPECIFIED
-PROVIDE LOUVERS WHERE SPECIFIED
P. DOORS SHALL BE 1-3/4" THICK UNLESS NOTED OTHERWISE.
Q. THE SYMBOL (P) FOLLOWING THE 'DOOR TYPE' DESIGNATION IN THE DOOR SCHEDULE INDICATES PAIR OF DOORS. BOTH LEAVES ARE THE SAME SIZE, U.N.O.
R. ALL DOORS IN BUILDINGS, INCLUDING, BUT NOT LIMITED TO DOORS OF TOILETS AND STORAGE ROOMS, SHALL CONFORM WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE. a. EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. b. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34" AND 44" ABOVE FINISH FLOOR. c. DEAD BOLTS ARE NOT PERMITTED UNLESS OPERABLE WITH A SINGLE EFFORT LEVER TYPE HARDWARE. d. ALL ROOMS SERVING AN OCCUPANCY LOAD OF 50 OR GREATER AND DOORS LOCATED ON THE DISCHARGE OF EXIT CORRIDORS ARE REQUIRED TO BE PROVIDED WITH PANIC HARDWARE (CBC 1010.1.10). e. ALL FIRE DOOR LABELS SHALL COMPLY WITH CBC 716.5.7.
S. FIRE ASSEMBLIES REQUIRED TO HAVE A ONE-HOUR FIRE-PROTECTION RATING SHALL BE EITHER AUTOMATIC OR SELFCLOSING FIRE ASSEMBLIES TO BE ACTIVATED BY AN INCREASE IN TEMPERATURE SHALL HAVE HEAT-ACTIVATING DEVICES INSTALLED ON EACH SIDE OF THE WALL AT THE CEILING HEIGHT WHERE THE CEILING IS MORE THAN 3 FEET ABOVE THE TOP OF THE OPENING OR BY A SINGLE FUSIBLE LINK IN THE OPENING INCORPORATED IN THE CLOSING DEVICE.
T. ALL FIRE-RESISTIVE ASSEMBLIES FOR PROTECTED OPENING SHOULD COMPLY WITH SECTION 716 CBC.
U. EXTERIOR: STEELCRAFT "L" SERIES 16 GA HONEYCOMB CORE OR "S" OR "A" SERIES 16 GA TUBULAR FOR FULL GLASS, GALVANIZED, WITH GALVANIZED 14 GA FRAMES. USE MINIMUM 6" WIDE STILE ON ALL STILE & RAIL TYPE DOORS TO ACCOMMODATE EXIT DEVICES.
V. INTERIOR STEEL DOORS: STEELCRAFT "L" SERIES HONEYCOMB CORE, OR "S" OR "A" SERIES FOR FULL GLASS, 18 GA WITH 16 GA FRAMES. USE MINIMUM 6" WIDE STILE ON ALL STILE & RAIL TYPE DOORS TO ACCOMMODATE EXIT DEVICES.
W. ALL INTERIOR HOLLOW METAL DOOR AND FRAMES TO HAVE JAMB AND HEAD GASKETING. PEMKO 319 OR EQUAL.
X. PROVIDE ACCESS CONTROL WIRING AND DOOR SWITCH WIRING PER HARDWARE SCHEDULE.
Y. ALL GLAZING SHALL BE 1/4" CLEAR GLASS UNLESS DOOR IS FIRE-RATED THEN SAFETY GLAZING HALL BE AT CURRENT FEDERAL STANDARDS WHERE GLAZING OCCURS IN RATED DOOR ASSEMBLY. (WIRE GLASS IS NOT ACCEPTABLE)
DOOR GENERAL NOTES
A. ALL GLAZING SHALL BE TEMPERED 1/4" CLEAR GLASS UNLESS DOOR IS FIRE-RATED. THEN SAFETY GLAZING SHALL MEET CURRENT FEDERAL STANDARDS WHERE GLAZING OCCURS IN RATED DOOR ASSEMBLY. (WIRE GLASS IS NOT ACCEPTABLE) B. RATED GLAZING NOTES:
a. FIRE-RESISTANCE-RATED GLAZING SHALL BE PERMITTED IN FIRE DOOR AND FIRE WINDOW ASSEMBLIES WHERE TESTED
AND INSTALLED IN ACCORDANCE WITH THEIR LISTINGS AND WHERE IN COMPLIANCE WITH THE REQUIREMENTS OF CBC SECTION 716.3.
b. CBC 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES: FIRE-RATED ASSEMBLIES SHALL BE MARKED IN ACCORDANCE WITH TABLES 716.3, 716.5, AND 716.6.
c. CBC 716.3.1 FIRE-RATED GLAZING IDENTIFICATION: FOR FIRE-RATED GLAZING, THE LABEL SHALL BEAR THE IDENTIFICATION REQUIRED IN TABLES 716.3 AND 716.5. "D" INDICATES THAT THE GLAZING IS PERMITTED TO BE USED IN FIRE DOOR ASSEMBLIES AND THAT THE GLAZING MEETS THE FIRE PROTECTION REQUIREMENTS OF NFPA 252. "H" SHALL INDICATE THAT THE GLAZING MEETS THE HOSE STREAM REQUIREMENTS OF NFPA 252. "T" SHALL INDICATE THAT THE GLAZING MEETS THE TEMPERATURE REQUIREMENTS OF SECTION 716.5.5.1. THE PLACEHOLDER "XXX" REPRESENTS THE FIRE-RATING PERIOD IN MINUTES.
d. CBC 716.3.2 FIRE-PROTECTION-RATED GLAZING IDENTIFICATION: FOR FIRE-PROTECTION-RATED GLAZING, THE LABEL SHALL BEAR THE FOLLOWING IDENTIFICATION REQUIRED IN TABLES 7 J 6.3 AND 716.6: "OH-XXX". "OB" INDICATES THAT THE GLAZING MEETS BOTH THE FIRE PROTECTION AND THE HOSE-STREAM REQUIREMENTS OF NFPA 257 OR UL 9 AND IS PERMITTED RO BE USED IN FIRE WINDOW OPENINGS. THE PLACEHOLDER "XXX" REPRESENTS THE FIRE-RATING PERIOD IN MINUTES. e. FIRE BARRIER: 3/4 HOUR GLAZING, MAX SIZE TESTED, MARKED D-H f. NFPA 257 OR CL 9 MEETS FIRE WINDOW ASSEMBLY CRITERIA INCLUDING THE HOSE STREAM TEST g. NFPA 252 OR UL 10B I OR UL 10C D = MEETS FIRE DOOR ASSEMBLY CRITERIA. H = MEETS FIRE DOOR ASSEMBLY HOSE
STREAM TEST
h. RATED GLAZING SHALL BE FIRELITE NT
DOOR GLAZING GENERAL NOTES
DOOR GENERAL NOTES
A. DOORS SHALL BE 1-3/4" THICK UNLESS NOTED OTHERWISE.
B. THE SYMBOL (P) FOLLOWING THE 'DOOR TYPE' DESIGNATION IN THE DOOR SCHEDULE INDICATES PAIR OF DOORS. BOTH LEAVES ARE THE SAME SIZE, UNLESS NOTED OTHERWISE.
C. SEE REMARKS SECTION OF DOOR SCHEDULE FOR GLASS TYPES.
D. ALL EXTERIOR DOORS IN BUILDINGS, INCLUDING, BUT NOT LIMITED TO DOORS OF TOILETS AND STORAGE ROOMS, SHALL CONFORM WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE. a. EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. b. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE FINISH FLOOR. c. DEAD BOLTS ARE NOT PERMITTED UNLESS OPERABLE WITH A SINGLE EFFORT LEVER TYPE HARDWARE. d. ALL ROOMS SERVING AN OCCUPANCY LOAD OF 50 OR GREATER AND DOORS LOCATED ON THE DISCHARGE OF EXIT CORRIDORS ARE REQUIRED TO BE PROVIDED WITH PANIC HARDWARE (CBC 1008.1.10). e. ALL FIRE DOOR LABELS SHALL COMPLY WITH CBC 716.2.9.
E. FIRE ASSEMBLIES REQUIRED TO HAVE A ONE-HOUR FIRE-PROTECTION RATING SHALL BE EITHER AUTOMATIC OR SELFCLOSING FIRE ASSEMBLIES TO BE ACTIVATED BY AN INCREASE IN TEMPERATURE SHALL HAVE HEAT-ACTIVATING DEVICES INSTALLED ON EACH SIDE OF THE WALL AT THE CEILING HEIGHT WHERE THE CEILING IS MORE THAN 3 FEET ABOVE THE TOP OF THE OPENING OR BY A SINGLE FUSSIBLE LINK IN THE OPENING INCORPORATED IN THE CLOSING DEVICE.
F. ALL FIRE-RESISTIVE ASSEMBLIES FOR PROTECTED OPENING SHOULD COMPLY WITH SECTION 716 CBC.
G. SEE SPECIFICATION SECTION 08 71 00 FOR DOOR HARDWARE INDEX AND DOOR HARDWARE SETS.
H. EXTERIOR: STEELCRAFT "L" SERIES 16 GA HONEYCOMB CORE OR "S" OR "A" SERIES 16 GA TUBULAR FOR FULL GLASS, GALVANIZED, WITH GALVANIZED 14 GA FRAMES. USE MINIMUM 6" WIDE STILE ON ALL STILE & RAIL TYPE DOORS TO ACCOMMODATE EXIT DEVICES.
I. INTERIOR STEEL DOORS: STEELCRAFT "L" SERIES HONEYCOMB CORE, OR "S" OR "A" SERIES FOR FULL GLASS, 18 GA WITH 16 GA FRAMES. USE KNOCKDOWN FRAMES AT INTERIORS. USE MINIMUM 6" WIDE STILE ON ALL STILE & RAIL TYPE DOORS TO ACCOMMODATE EXIT DEVICES.
J. ALL INTERIOR HOLLOW METAL DOOR AND FRAMES TO HAVE JAMB AND HEAD GASKETING. PEMKO 319 OR EQUAL.
K. ALL INTERIOR STORFRONT FRAMES SHOULD PROVIDE GASKETING FOR THE HOLLOW METAL DOORS PER THE DETAILS.
L. PROVIDE ACCESS CONTROL WIRING AND DOOR SWITCH WIRING PER HARDWARE SCHEDULE.
M. PROVIDE DOOR SWITCH WIRING PER HARDWARE SCHEDULE.
N. SEE SHEET A-931 FOR SIGNAGE PLAN.
A. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.
B. ALL DOORS AND HARDWARE SHALL BE INSTALLED IN STRICT COMPLIANCE WITH CALIFORNIA TITLE 24 ACCESSIBLE CODE OF REGULATIONS (ACCESS CODE) AND THE FEDERAL AMERICANS WITH DISABILITIES ACT GUIDELINES (2010 ADA STANDARDS).
C. EXIT DOORS SHALL BE ABLE TO BE OPENED FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.
D. THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR AND INTERIOR DOORS, EXCEPT FIRE DOORS WHICH MAY HAVE A MAXIMUM EFFORT OF 15 LBS. OF FORCE APPLIED AT RIGHT ANGLES TO THE DOOR.
E. WHEN ADDITIONAL DOORS ARE PROVIDED FOR EGRESS PURPOSES, THEY SHALL COMPLY WITH ALL PROVISIONS OF CBC 1008.
F. SWINGING DOORS AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL
HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE PER PER CBC SECTION 11B-404.2.10.
G. RATED DOORS MAY BE UNDERCUT A MAXIMUM OF 3/4" PER NFPA80 4.8.4.1, BUT SHALL BE 1/4" U.N.O.
H. FIRE DOORS AND FRAMES SHALL BE LABELED IN ACCORDANCE WITH CBC SECTION 716.5.7.1 AND 716.5.7.4.
I. SMOKE AND DRAFT CONTROL DOORS SHALL HAVE AN APPROVED "S" RATING PER SECTION 716.5.7.3.
J. ALL HARDWARE SHALL BE LEVER TYPE OR PANIC TYPE MOUNTED AT HEIGHT INDICATED IN THE SPECIFICATIONS AND SHALL BE MOUNTED NOT LESS THAN 34" NOR HIGHER THAN 44" ABOVE FINISH FLOOR.
K. DOOR CLOSERS SHALL BE ADJUSTED SUCH THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOOR WILL TAKE A MINIMUM OF THREE SECONDS TO MOVE 3" FROM THE LATCH MEASURED FROM LEADING EDGE OF THE DOOR. FROM AN OPEN POSITION OF 90 DEGREES THE DOOR WILL TAKE A MINIMUM OF FIVE SECONDS TO MOVE 12" FROM THE LATCH MEASURED FROM LEADING EDGE OF THE DOOR.
L. OPERATION OF ELECTRIC EXIT HARDWARE (ELECTRIC PANIC DEVICES) SHALL UNLOCK THE DOOR TO PROVIDE EGRESS.
M. LOSS OF POWER TO ELECTRIC EXIT HARDWARE (ELECTRIC PANIC DEVICES) SHALL AUTOMATICALLY UNLOCK THE DOOR (FAIL SAFE) TO PROVIDE EGRESS.
N. PROVIDE SAFETY GLAZING IN ACCORDANCE WITH CHAPTER 26 OF THE CALIFORNIA BUILDING CODE AND AS HEREIN IDENTIFIED.
O. VISION LIGHTS WITHIN DOORS SHALL BE LOCATED SUCH THAT THE BOTTOM OF THE GLASS DOES NOT EXCEED 43 INCHES ABOVE THE FINISH FLOOR.
P. ALL OVERALL WINDOW DIMENSIONS SHOWN ARE MEASURED TO ROUGH OPENING, TYPICAL.
Q. ALLOW FOR AND PROVIDE SHIM SPACE AT ALL STOREFRONT AND CURTAIN WALL WINDOW FRAMES, REFER TO DETAILS.
R. REFER TO WINDOW DETAILS FOR ROUGH OPENING REFERENCE POINTS.
S. FOR GENERAL EXTERIOR WINDOW AND DOOR FLASHING NOTES, REFER TO:----
DOOR HARDWARE GROUPS
REFER TO DOOR HARDWARE SPECIFICATION SECTION 08 71 00 FOR ADDITIONAL INFORMATION GROUP NO. 01 – EXTERIOR STOREFRONT (SINGLE)
1 EA CONT. HINGE 112XY TWP 628 IVE
1 EA ELEC PANIC HARDWARE RX-QELX-PA-AX-98-NL-OP-110MD 626 VON 1 EA LONG DOOR PULL 9264F 36" 20" O 630 IVE
1 EA OH STOP 100S 630 GLY
1 EA SURFACE CLOSER 4040XP EDA 689 LCN
1 SET SEAL SET WEATHERSTRIP BY DOOR/FRAME MANUFACTURER
1 EA DOOR SWEEP 39A A ZER
1 EA THRESHOLD PER DETAIL A ZER
CARD READER - WORK OF DIVISION 28
POWER SUPPLY - WORK OF DIVISION 28
GROUP NO. 02 – EXTERIOR LAB
1 EA CONT. HINGE 700 EPT 630 IVE
1 EA POWER TRANSFER EPT10 689 VON
1 EA ELEC PANIC HARDWARE RX-QELX-PA-AX-98-L-NL-06 626 VON 1 EA RIM CYLINDER 20-057 626 SCH
1 EA SURF. AUTO OPERATOR 9542 AS REQ (120/240 VAC) ANCLR LCN 2 EA SWITCH 8310-806R LCN
2 EA ACTUATOR, TOUCH 8310-836T 630 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA GASKETING 188SBK PSA BK ZER
1 EA DOOR SWEEP 39A A ZER
1 EA THRESHOLD PER DETAIL A ZER
CARD READER - WORK OF DIVISION 28
POWER SUPPLY - WORK OF DIVISION 28
GROUP NO. 03 – EXTERIOR LAB EQUIPMENT ROOM
1 EA CONT. HINGE 700 TW8 630 IVE
1 EA ELEC PANIC HARDWARE RX-PA-AX-98-L-M996-06-FSE 626 VON 1 EA RIM CYLINDER 20-057 626 SCH
1 EA SURFACE CLOSER 4040XP SCUSH 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA HEADER RAIN DRIP 142AA DOOR WIDTH + 4" AA ZER
1 EA GASKETING 188SBK PSA BK ZER
1 EA DOOR SWEEP 39A A ZER
1 EA THRESHOLD PER DETAIL A ZER
CARD READER - WORK OF DIVISION 28
POWER SUPPLY - WORK OF DIVISION 28
GROUP NO. 04 – EXTERIOR STOREFRONT
1 EA CONT. HINGE 112XY 628 IVE
1 EA PANIC HARDWARE PA-AX-98-EO 626 VON
1 EA SURFACE CLOSER 4040XP SCUSH 689 LCN
1 SET SEAL SET WEATHERSTRIP BY DOOR/FRAME MANUFACTURER
1 EA DOOR SWEEP 39A A ZER
1 EA THRESHOLD PER DETAIL A ZER
GROUP NO. 05 – EXTERIOR ELECTRICAL ROOM
4 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE
1 EA PANIC HARDWARE PA-AX-98-L-NL-06 626 VON
1 EA RIM CYLINDER 20-057 626 SCH
1 EA SURFACE CLOSER 4040XP SCUSH 689 LCN
1 EA HEADER RAIN DRIP 142AA DOOR WIDTH + 4" AA ZER
1 EA GASKETING 188SBK PSA BK ZER
1 EA DOOR SWEEP 39A A ZER
1 EA THRESHOLD PER DETAIL A ZER
GROUP NO. 06 – EXTERIOR WORK ROOM
1 EA CONT. HINGE 700 TW8 630 IVE
1 EA ELEC PANIC HARDWARE RX-PA-AX-98-L-M996-06-FSE 626 VON 1 EA RIM CYLINDER 20-057 626 SCH
1 EA SURFACE CLOSER 4040XP SCUSH 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA GASKETING 188SBK PSA BK ZER
1 EA DOOR SWEEP 39A A ZER
1 EA THRESHOLD PER DETAIL A ZER
CARD READER - WORK OF DIVISION 28
POWER SUPPLY - WORK OF DIVISION 28
GROUP NO. 07 – EXTERIOR FIRE RISER ROOM
4 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE
1 EA STOREROOM LOCK L9080R 06A 626 SCH
1 EA SURFACE CLOSER 4040XP SHCUSH 689 LCN
1 EA HEADER RAIN DRIP 142AA DOOR WIDTH + 4" AA ZER
1 EA GASKETING 188SBK PSA BK ZER
1 EA DOOR SWEEP 39A A ZER
1 EA THRESHOLD PER DETAIL A ZER
GROUP NO. 08 – EXTERIOR LOBBY ENTRANCE (DOUBLE)
2 EA CONT. HINGE 112XY EPT 628 IVE
2 EA POWER TRANSFER EPT10 689 VON
1 EA ELEC PANIC HARDWARE RX-QELX-PA-AX-9849-EO-LBL 626 VON 1 EA ELEC PANIC HARDWARE RX-QELX-PA-AX-9849-NL-OP-110MD-LBL 626 VON 1 EA RIM CYLINDER 20-057 626 SCH
2 EA LONG DOOR PULL 9264F 36" 20" O 630 IVE
2 EA OH STOP 100S 630 GLY
2 EA SURFACE CLOSER 4040XP EDA 689 LCN
1 SET SEAL SET WEATHERSTRIP BY DOOR/FRAME MANUFACTURER
2 EA DOOR SWEEP 39A A ZER
1 EA THRESHOLD PER DETAIL A ZER
CARD READER - WORK OF DIVISION 28
POWER SUPPLY - WORK OF DIVISION 28
GROUP NO. 09 – INTERIOR BREAK ROOM
1 EA CONT. HINGE 112XY 628 IVE
1 EA PASSAGE SET ND10S RHO 626 SCH
1 EA FLOOR STOP FS439 682 IVE
1 EA DOOR BOTTOM 364AA AA ZER
1 EA THRESHOLD PER DETAIL A ZER
1 SET BULB SEAL BY AL FRAME MFR
GROUP NO. 10 – MDF ROOM
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA EU STOREROOM LOCK ND80RDEU RHO RX CON 12V/24V DC 626 SCH 1 EA SURFACE CLOSER 4040XP 689 LCN
1 EA WALL STOP WS401/402CVX 626 IVE
1 EA GASKETING 188SBK OR BY AL FRAME MFR BK ZER
CARD READER - WORK OF DIVISION 28
POWER SUPPLY - WORK OF DIVISION 28
GROUP NO. 11 – LAB INTERIOR
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA EU STOREROOM LOCK ND80RDEU RHO RX CON 12V/24V DC 626 SCH 1 EA SURFACE CLOSER 4040XP EDA 689 LCN
1 EA WALL STOP WS401/402CVX 626 IVE
CARD READER - WORK OF DIVISION 28
POWER SUPPLY - WORK OF DIVISION 28
GROUP NO. 12 – BUNK ROOM
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA ENTRANCE/OFFICE LOCK ND50RD RHO 626 SCH
1 EA SURFACE CLOSER 4040XP 689 LCN
1 EA WALL STOP WS401/402CVX 626 IVE
1 EA GASKETING 188SBK OR BY AL FRAME MFR BK ZER
GROUP NO. 13 – MECHANICAL ROOM
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA ENTRANCE/OFFICE LOCK ND50RD RHO 626 SCH
1 EA SURFACE CLOSER 4040XP SCUSH 689 LCN
1 EA GASKETING 188SBK OR BY AL FRAME MFR BK ZER
GROUP NO. 14 - OFFICE
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA ENTRANCE/OFFICE LOCK ND50RD RHO 626 SCH
1 EA WALL STOP WS401/402CVX 626 IVE
GROUP NO. 15 – CONFERENCE ROOM
4 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA PASSAGE SET ND10S RHO 626 SCH
1 EA WALL STOP WS401/402CVX 626 IVE
GROUP NO. 16 – LOCKER ROOM
4 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA PASSAGE SET ND10S RHO 626 SCH
1 EA SURFACE CLOSER 4040XP 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA WALL STOP WS401/402CVX 626 IVE
GROUP NO. 17 – JANITOR ROOM
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA STOREROOM LOCK ND80RD RHO 626 SCH
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
GROUP NO. 18 – STORAGE ROOM
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA STOREROOM LOCK ND80RD RHO 626 SCH
1 EA FLOOR STOP FS439 682 IVE\
RECORD ROOM:
CARD READER - WORK OF DIVISION 28
POWER SUPPLY - WORK OF DIVISION 28
GROUP NO. 19 – RESTROOM (UNISEX)
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA PRIVACY LOCK W/ OUTSIDE INDICATOR ND40S RHO OS-OCC 626 SCH 1 EA SURFACE CLOSER 4040XP 689 LCN
1 EA WALL STOP WS401/402CVX 626 IVE
GROUP NO. 20 (UNIFORM CLOSET)
6 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA MANUAL FLUSH BOLT FB358 626 IVE
1 EA STOREROOM LOCK ND80RD RHO 626 SCH
2 EA OH STOP 450S 630 GLY
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/2
0/2
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4:3
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A-801
DOOR SCHEDULE
DCWWTP OPERATIONS
AND LAB BLDG
May 29, 2024
210015.0119six
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
DOOR SCHEDULE
MARK FIRE RATING
SIZE DOOR FRAME DETAILS
SS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL PANIC HARDWARE HARDWARE GROUP NOTESWIDTH HEIGHT THICKNE 101.1 NR 6'-0" 8'-0" 1 3/4" 7 AL AL KNOCK DOWN AL AL 14/A-710 14/A-710 16/A-710 P.H. 8 EXT STOREFRONT 101.2 NR 3'-0" 8'-0" 1 3/4" 6 AL AL AL AL - - INT STOREFRONT 102.1 NR 3'-0" 8'-0" 1 3/4" 6 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 14/A-711 - 15 103.1 NR 3'-0" 7'-0" 1 3/4" 3 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 14 104.1 NR 3'-0" 7'-0" 1 3/4" 3 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 14 105.1 NR 3'-0" 7'-0" 1 3/4" 3 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 14 107.1 NR 3'-0" 8'-0" 1 3/4" 6 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 15 INT STOREFRONT 108.1 NR 3'-0" 8'-0" 1 3/4" 6 AL AL KNOCK DOWN AL AL 14/A-710 14/A-710 16/A-710 - 1 EXT STOREFRONT 110.1 NR 3'-0" 7'-0" 1 3/4" 3 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 14 111.1 NR 3'-0" 7'-0" 1 3/4" 3 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 14 112.1 NR 4'-0" 9'-0" 1 3/4" 4 HM SP HM HM P 10/A-711 13/A-711 11/A-711 P.H. 2 112.2 NR 3'-0" 7'-0" 1 3/4" 3 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 11 113.1 NR 3'-0" 8'-0" 1 3/4" 5 HM SP HM HM P 10/A-711 13/A-711 11/A-711 - 6 114.1 NR 3'-0" 7'-0" 1 3/4" 3 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 14 115.1 NR 3'-0" 7'-0" 1 3/4" 3 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 14 116.1 NR 3'-0" 7'-0" 1 3/4" 1 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 18 117.1 NR 3'-0" 7'-0" 1 3/4" 1 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 18 118.1 NR 3'-0" 8'-0" 1 3/4" 6 AL AL KNOCK DOWN AL AL 14/A-710 20/A-711 16/A-710 - 4 EXT STOREFRONT 118.2 NR 6'-0" 7'-0" 1 3/4" 2 WD WS KNOCK DOWN AL AL 1/A-712 2/A-712 - 20 118.3 NR 6'-0" 7'-0" 1 3/4" 2 WD WS KNOCK DOWN AL AL 1/A-712 2/A-712 - 20 118.4 NR 3'-0" 8'-0" 1 3/4" 6 AL AL KNOCK DOWN AL AL 14/A-710 14/A-710 16/A-710 P.H. 1 EXT STOREFRONT 119.1 NR 3'-0" 7'-0" 1 3/4" 1 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 19 120.1 NR 3'-0" 7'-0" 1 3/4" 1 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 19 121.1 NR 3'-0" 7'-0" 1 3/4" 1 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 17 122.1 NR 3'-0" 7'-0" 1 3/4" 1 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 16/A-711 - 16 123.1 NR 3'-0" 7'-0" 1 3/4" 1 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 16/A-711 - 16 126.1 20 MIN. 3'-0" 7'-0" 1 3/4" 1 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 12 127.1 20 MIN. 3'-0" 7'-0" 1 3/4" 1 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 12 128.1 20 MIN. 3'-0" 7'-0" 1 3/4" 1 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 12 129.1 20 MIN. 3'-0" 7'-0" 1 3/4" 1 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 12 130.1 20 MIN. 3'-0" 7'-0" 1 3/4" 1 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 12 131.1 20 MIN. 3'-0" 7'-0" 1 3/4" 1 WD WS KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 12 132.1 NR 3'-0" 7'-0" 1 3/4" 1 HM KNOCK DOWN AL AL 1/A-712 2/A-712 - 13 133.1 NR 3'-0" 7'-0" 1 3/4" 1 HM KNOCK DOWN AL AL 1/A-712 2/A-712 - 10 134.1 NR 3'-0" 8'-0" 1 3/4" 1 HM SP HM HM P 10/A-711 13/A-711 11/A-711 - 5 135.1 NR 3'-0" 8'-0" 1 3/4" 1 HM SP HM HM P 10/A-711 13/A-711 11/A-711 - 7 136.1 NR 4'-0" 8'-0" 1 3/4" 1 HM SP HM HM P 10/A-711 13/A-711 11/A-711 - 3 136.2 NR 3'-0" 1'-0 5/8" ROOF ACCESS HATCH
137.1 NR 3'-0" 8'-0" 1 3/4" 6 AL AL KNOCK DOWN AL AL 14/A-710 14 & 15/A-710 16/A-710 - 1 EXT STOREFRONT 137.2 NR 3'-0" 8'-0" 1 3/4" 6 AL AL KNOCK DOWN AL AL 8B/A-711 8C/A-711 - 2 INT STOREFRONT NO. DATE DESCRIPTION
1 8/28/24 PC Comments
1 1
2/28/25
BID SET (PRELIMINARY)
WINDOW GENERAL NOTES
A. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.
B. ALL OVERALL WINDOW DIMENSIONS SHOWN ARE MEASURED TO ROUGH OPENING, TYPICAL.
C. PROVIDE SAFETY GLAZING IN ACCORDANCE WITH CALIFORNIA BUILDING CODE AND AS HEREIN LISTED.
D. ALLOW FOR AND PROVIDE SHIM SPACE AT ALL STOREFRONT AND CURTAIN WALL WINDOW FRAMES, REFER TO DETAILS.
E. REFER TO WINDOW DETAILS FOR ROUGH OPENING REFERENCE POINTS.
F. FOR WINDOW DETAILS REFER TO SHEET...
G. GLAZING IN DOORS, GLAZING WITHIN 18" OF FLOOR, OR GLAZING WITHIN 24" OF A DOOR AND LESS THAN 60" ABOVE WALKING SURFACE SHALL BE TEMPERED SAFETY GLAZING.
GLAZING GENERAL NOTES
A. EXTERIOR WINDOWS, SKYLIGHTS AND EXTERIOR GLAZED DOOR ASSEMBLIES SHALL BE CONSTRUCTED OF MULTI-PANED GLAZING WITH A MINIMUM OF ONE TEMPERED PANE MEETING THE REQUIREMENTS OF SECTION R308 SAFETY GLAZING.
B. EMERGENCY ESCAPE & RESCUE OPENINGS SHALL BE PER CBC 1031.3 a. MINIMUM SIZE PER CBC 1031.3.1
• EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SF • EXCEPTION: MINIMUM NET CLEAR OPENING FOR GRADEFLOOR EMERGENCY ESCAPE AND RESCUE OPENINGS = 5 SF MIN b. MINIMUM DIMENSIONS PER CBC 1031.3.2
• MINIMUM NET CLEAR OPENING HEIGHT = 24"
• MINIMUM NET CLEAR OPENING WIDTH = 20"
c. MAXIMUM HEIGHT FROM FLOOR PER CBC 1031.3.3
• EMERGENCY ESCAPE OPENINGS SHALL HAVE BOTTOM OF CLEAR OPENING 44" MAXIMUM FROM THE FLOOR
LEGEND - GLAZING
T1 TEMPERED SAFETY GLAZING:
CATEGORY CLASS I PER CPSC 16 SFR 1201 PER CBC TABLE 2406 OR CATEGORY CLASS B PER ANSI Z97.1 PER CBC TABLE 2406(2) T2 TEMPERED SAFETY GLAZING:
CATEGORY CLASS II PER CPSC 16 SFR 1201 PER CBC TABLE 2406 OR CATEGORY CLASS A PER ANSI Z97.1 PER CBC TABLE 2406(2)
FR FIRE RESISTANT GLAZING LOCATIONS
PRODUCT: TECHNICAL GLASS PRODUCTS, FIRE LITE PLUS (FIRE AND SAFETY RATED) IN 20 MIN., 45 MIN. AND/OR 60 MIN. RATING AS INDICATED IN SCHEDULES.
GLAZING TYPES:
1" LOW-E: TYPICAL AT EXTERIOR WINDOWS & DOORS, U.N.O.
1/4" CLEAR: TYPICAL AT INTERIOR WINDOWS & DOORS, U.N.O. 1" LOW-E SPANDREL: WHERE INDICATED ON DRAWINGS
7'-0"
3'-0"
T1
3'-0"
24 A-711
24 A-711
24 A-711
2 6'-0"
(4 EQUAL)
12'-0"
4'-0"
2 A-710
1 A-710
3 A-710
2 A-710
T1 T1 T1 T1 T1 T1 T1
T1 T1
10'-0"
3'-0"
28'-8"
1 1
A-710
2 A-710
4 A-710
T1
12 A-710
12 A-710
14 A-710
14 A-710
2 A-710
(4 EQUAL)
12'-10"
OPENING
DOOR
(4 EQUAL)
6 1/2" 12'-3 1/2"
T1
8'-0" 2'-0"
(2 EQUAL)
6'-0"
2 A-710
1 A-710
3 A-710
2 A-710
8'-0" 2'-0"
(4 EQUAL)
18'-6"
1 A-710
3 A-710
2 A-710
2 A-710
3'-0" 7'-0"
(3 EQUAL)
8'-0"
T1 T1 T1
1 A-710
12 A-710
3 A-710
2 A-710
12 A-710
2 A-710
3'-0"
10'-0"
T1 T1 T1 T1 T1 T1 T1 T1
T1 T1
28'-8"
3'-3" 3'-2" 3'-2" 3'-2"
1 T1 2
A-710
12 A-710
12 A-710
4 A-710
14 A-710
1 A-710
14 A-710
2 A-710
EQ EQ EQ EQ 3'-0 7/8"
1 3'-0" 7'-0"
(2 EQUAL)
5'-4"
5'-2"
23 A-710
12 A-710
12 A-710
1 A-710
24 A-710
23 A-710
2 A-710
3'-0" 7'-0"
2'-8"
5'-2"
23 A-710
24 A-710
1 A-710
12 A-710
T1 T1 T1
8'-4 1/2"
10'-0" 10" 6'-8"
3'-0"
5" 2'-7 1/2" 2'-8" 2'-8" 2'-8" 2'-8"
4'-5 1/4"
13'-3 1/2"
23 A-710
12 A-710
4 A-710
12 A-710
2 A-710
10 A-710
12 A-710
10 A-710
9 A-710
15 A-730
EDGE OF MULLION ALIGN
W/STOREFRONT BELOW
CL CL
T1 T1
3'-0"
10'-0" 10" 6'-8"
T1 T1
12'-3 1/8"
EQ. 3'-1" 3'-1" EQ. 4 1/2"
1 T1
2 A-710
14 A-710
2 A-710
12 A-710
10 A-710
10 A-710
4 A-710
12 A-710
22 A-710
9 A-710
2'-8" 7'-4"
5'-2"
(3 EQUAL)
8'-0"
23 A-710
12 A-710
1 A-710
12 A-710
23 A-710
24 A-710 T1
T1
11'-4"
8'-2"
10'-0"
1 2'-10" 7'-2"
T1
T1 T1
EQ EQ EQ
6 A-710
12 A-710
4 A-710
12 A-710
5 A-710
15 A-710
14 A-710
14 A-710
T1 T1 T1T1
4 A-710
12 A-710
6 A-710
12 A-710
6 A-710
5 A-710
4'-8" 3'-4"
2'-8"
23 A-710
SIM.
23 A-710
SIM.
7 A-710
18 A-711
6'-6" 2'-0"
2'-0"
2 A-710
1 A-710
2 A-710
7 A-710
FROSTED
GLASS
3'-8" 4'-10"
4'-0"
2 A-710
2 A-710
1 A-710
7 A-710
T1
1 T1
10'-0"
8'-2"
5'-7"
5 A-710
12 A-710
4 A-710
20 A-711
19 A-711
14 A-710
10'-4 3/4"
8'-0"
T1
1 T1 T1
EQ EQ EQ
8 A-711
8 A-711
8 A-711
8 A-711
8 A-711
8 A-711
7'-0"
5'-2 1/4"
T1
1 8
A-711
8 A-711
8 A-711
8 A-711
8 A-711
T1
1 8'-0"
5'-5 3/4"
8 A-711
8 A-711
8 A-711
8 A-711
8 A-711
1 8'-0"
12'-0"
T1 T1 T1
EQ EQ EQ
8 A-711
8 A-711
8 A-711
8 A-711
8 A-711
8 A-711
T1
1 7'-0"
5'-0 1/2"
8 A-711
8 A-711
8 A-711
8 A-711
8 A-711
+/- 17'-8 3/16" 2'-0"
28'-8"
3'-0 7/8"
1 A-710
2 A-710
3 A-710
2 A-710
3'-3" EQ EQ EQ EQ EQ EQ EQ
1 1
1'-4 1/4"
4'-6 1/2"
1 T1
1 T1
1'-8 1/4"
8'-0"
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/2
0/2
0 2
4 11:2
4:4
6 A
M
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A-811
WINDOW
SCHEDULE
DCWWTP OPERATIONS
AND LAB BLDG
May 29, 2024
210015.0119six
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
KEYNOTES
1/4" = 1'-0"
WINDOW - A
1/4" = 1'-0"
WINDOW - B
1/4" = 1'-0"
WINDOW - C
1/4" = 1'-0"
WINDOW - D
1/4" = 1'-0"
WINDOW - E
1/4" = 1'-0"
WINDOW - F
1/4" = 1'-0"
WINDOW - G
1/4" = 1'-0"
WINDOW - H
1/4" = 1'-0"
WINDOW - I
1/4" = 1'-0"
WINDOW - J
1/4" = 1'-0"
WINDOW - K
1/4" = 1'-0"
WINDOW - L
1/4" = 1'-0"
WINDOW - M
1/4" = 1'-0"
WINDOW - N
1/4" = 1'-0"
WINDOW - O
1/4" = 1'-0"
WINDOW - P
1/4" = 1'-0"
WINDOW - Q
1/4" = 1'-0"
WINDOW - R
1/4" = 1'-0"
WINDOW - S
1/4" = 1'-0"
WINDOW - T
1/4" = 1'-0"
WINDOW - U
1/4" = 1'-0"
WINDOW - V
1/4" = 1'-0"
WINDOW - W
1/4" = 1'-0"
WINDOW - X
SHEET NOTES A-811
1 DOOR OPENING PER DOOR SCHEDULE
2 EMERGENCY ESCAPE & RESCUE OPENINGS SHALL COMPLY W/CBC 1031.3 1/4" = 1'-0"
WINDOW - Y
1/4" = 1'-0"
WINDOW-Z
NO. DATE DESCRIPTION
1 8/28/24 PC Comments
2/28/25
BID SET (PRELIMINARY)
S
S TA TE
O F
CA
L
I
FO R N I A
STRUCTURAL
R
ROF
E
P
ED ER T IS GE
S
I
N
ENGINEER
O
AL
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS #
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
WILLIAM B.
RADER
No. 3592
10/23/2024 5:26:06 PM c:\revit\2023-0123_DRY CREEK WWTP_rvt22_CENTRAL_Francisco_O_Rodriguez.rvt S100
COVER
DCWWTP OPERATIONS
AND LAB BLDG
Author 2100 15.01
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
STRUCTURAL SHEET INDEX
S100 COVER
S101 GENERAL NOTES
S111 STRUCT SPECIAL INSPECTIONS & TESTING
S121 PLAN NOTES
S200 CURB PLAN
S201 FOUNDATION PLAN
S202 ROOF FRAMING PLAN
S301 BUILDING SECTIONS
S302 BUILDING SECTIONS
S501 TYPICAL CONCRETE DETAILS
S511 TYPICAL FRAMING AND NAILING DETAILS
S512 TYPICAL SHEAR WALL AND HOLDOWN DETAIL
S513 INTERIOR TYPICAL NON-STRUCTURAL DETAILS
S514 TYPICAL I-JOIST DETAILS
S515 TYPICAL WOOD TRUSS NOTES AND DETAILS
S516 MISC DETAILS
3D - BUEHLER STRUCTURALNO. DATE DESCRIPTION
BID SET (PRELIMINARY)
DESIGN CRITERIA
100SN002
1. CODES AND STANDARDS
2022 CALIFORNIA BUILDING CODE (CBC)
ASCE 7-16
ACI 318-19
AISC 360-16, 341-16, 358-16
AISI S100-16 w/ S2-20, S240-20, S400-20
TMS 402/602-16
2018 NDS, 2021 SDPWS
2. VERTICAL LOADS
SOLAR ZONE ROOF DEAD LOAD = 4 PSF
(INCLUDES 4 PSF FUTURE PV LOAD)
ROOF LIVE LOAD = 20 PSF
LIVE LOADS ARE REDUCED WHERE
PERMITTED BY CODE.
3. SOILS VALUES
ALLOWABLE SOILS PRESSURE
A. DL + LL 3000 PSF
B. DL + LL + SEISMIC 4000 PSF
FOOTING
MINIMUM DEPTH = 18"
MINIMUM WIDTH = 12"
SEISMIC:
SITE CLASS D
SS = 0.45 ; SDS = 0.43
S1 = 0.22 ; SD1 = 0.473
R = 6.5 ; IE = 1.0
ΩO = 3.0 ; CD = 4.0
IP = 1.0 TYPICAL
IP = 1.5 PER ASCE 7-16 SECT 13.1.3
RISK CATEGORY: II
SEISMIC DESIGN CATEGORY: D
SEISMIC BASE SHEAR
= 26 KIPS (NS DIR.)
= 26 KIPS (EW DIR.)
SEISMIC FORCE RESISTING SYSTEM:
LIGHT FRAMED WOOD BEARING
SHEAR WALL
ANALYSIS PROCEDURE: EQUIVALENT
LATERAL FORCE
WIND:
V = 95 MPH
RISK CATEGORY: II
EXPOSURE CATEGORY: C
GCPI = ±0.18
4. LATERAL LOADS
1 1
2x12 1x8 2x12
FTG
WIDTH
PLAN
FOUNDATIONS
200SN001
1. THE BASIS OF DESIGN AND ALLOWABLE CAPACITIES OF THE FOUNDATION SYSTEM HAVE BEEN
PROPORTIONED IN ACCORDANCE WITH THE RECOMMENDATIONS OF GEOTECHNICAL REPORT # 4438.000.002 BY ENGEO DATED MAY 10,2023. THE CONTRACTOR SHALL OBTAIN THE GEOTECHNICAL REPORT FROM THE OWNER. THE STRUCTURAL ENGINEER IS NOT
RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION PRESENTED IN THE GEOTECHNICAL REPORT.
2. FOUNDATIONS SHALL BEAR ON COMPETENT NATIVE SOIL OR COMPACTED FILL.
SEE NOTES AND DETAILS ON SHEET .
3. ALL FILLING, BACKFILLING AND COMPACTION SHALL BE DONE UNDER THE OBSERVATION OF A
REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER AND MUST BE COMPACTED TO THE
MINIMUM DENSITY SPECIFIED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN THE GEOTECHNICAL REPORT.
4. BUILDING PAD CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. THE EXTENT AND DEPTH OF OVEREXCAVATION AND PLACEMENT OF ENGINEERED FILL SHALL AT A MINIMUM BE AS SHOWN ON THE PLANS. FINAL DEPTH AND
EXTENT OF EXCAVATION AND FILL SHALL BE DETERMINED AT TIME OF CONSTRUCTION BY A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER. FOUNDATION DEPTHS INDICATED ON PLANS ARE FOR ESTIMATING PURPOSES ONLY.
5. BOTTOMS OF ALL FOUNDATIONS SHALL BE LEVEL. CHANGES IN BOTTOM OF FOUNDATION
ELEVATION SHALL BE MADE ACCORDING TO STEPPED FOOTING DETAIL ON THE TYPICAL DETAIL SHEET.
6. FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO NEAT
EXCAVATIONS PROVIDED THE EXCAVATIONS ARE STABLE
(AS DETERMINED BY A REPRESENTATIVE OF THE GEOTECHNICAL
ENGINEER). OTHERWISE, FOUNDATIONS SHALL BE FULLY
FORMED. USE MINIMUM PLANKING SHOWN TO PROTECT
AGAINST SLOUGHING, AS REQUIRED. PLANKING DOES
NOT REPLACE FORMWORK REQUIRED TO STABILIZE EXCAVATION.
7. THE SURFACE OF ALL HORIZONTAL CONSTRUCTION JOINTS SHALL BE CLEANED & ROUGHENED BY EXPOSING CLEAN AGGREGATE SOLIDLY EMBEDDED IN MORTAR MATRIX.
8. NOTIFY THE STRUCTURAL ENGINEER 48 HOURS BEFORE CASTING FOUNDATIONS.
9. A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT:
A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.
B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED.
C. THE FOUNDATION EXCAVATION DEPTH AND MATERIAL ARE ADEQUATE TO ACHIEVE DESIGN BEARING CAPACITY.
D. FORMING COMPLIES WITH THE GEOTECHNICAL REPORT AND APPROVED PLAN.
S501
CONCRETE
300SN001
1. CONCRETE SHALL ATTAIN 28 DAY COMPRESSIVE STRENGTH AS REQUIRED IN NOTE #28.
MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES.
2. CONCRETE MIX DESIGNS SHALL BE PREPARED ACCORDING TO ACI 318-14 CHAPTER 26.4 AND ACI 301-10 SECTION 4, REVIEWED BY OWNER'S TESTING LABORATORY AND SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW.
3. CEMENTITIOUS MATERIALS:
CEMENT SHALL CONFORM TO ASTM C-150 TYPE II OR V.
FLY ASH SHALL CONFORM TO ASTM C-618. MAX. QUANTITY OF FLY ASH SHALL BE 25% OR AS GIVEN IN SPECS.
4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C-33 FOR NORMAL WEIGHT CONCRETE AND ASTM C-330 FOR LIGHTWEIGHT CONCRETE.
5. NON-SHRINK GROUT OR DRYPACK SHALL CONSIST OF A PREMIXED NONMETALLIC FORMULA.
6. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 UNO. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A-706 GRADE 60. CONTRACTOR SHALL SUBMIT REBAR MILL CERTIFICATES. REINFORCING STEEL IN SPECIAL REINFORCED SHEAR WALLS OR MOMENT FRAMES, EXCEPT TIES AND HOOPS, SHALL CONFORM TO ASTM A-706.
7. ALL PREHEATING AND WELDING OF REINFORCING BARS SHALL BE DONE IN ACCORDANCE WITH AWS D1.4 LATEST EDITION AND SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED LABORATORY. CONTRACTOR SHALL FURNISH WPS FOR ALL REBAR WELDING TO THE LABORATORY.
8. REINFORCING STEEL SHALL BE FABRICATED ACCORDING TO "MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION".
9. WIRE FABRIC SHALL CONFORM TO ASTM A1064.
10. DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF BARS LISTED AND DENOTE CLEAR COVERAGE. NON-PRESTRESSED, CAST-IN-PLACE CONCRETE COVERAGE SHALL BE AS FOLLOWS, UNO:
CONCRETE DEPOSITED DIRECTLY AGAINST GROUND (EXCEPT SLABS)--------- 3" CONCRETE EXPOSED TO GROUND OR WEATHER BUT PLACED IN FORMS:
#5 AND SMALLER-------------------------------------------------------------------------- 1-1/2" #6 AND LARGER--------------------------------------------------------------------------- 2" BEAMS & COLUMNS (TIES)------------------------------------------------------------------------- 1-1/2" BEAMS & COLUMNS (MAIN REINFORCING)-------------------------------------------------- 2"
CAST-IN-PLACE WALLS (EXTERIOR FACE & SOIL SIDE)-------------------------------- SEE ABOVE CAST-IN-PLACE WALLS (INTERIOR FACE-#11 & SMALLER)--------------------------- 3/4"
TILT-UP WALLS--------------------------------------------------------------------------------------- SEE DETAILS SLABS (ON FORMS)--------------------------------------------------------------------------------- 3/4" SLABS (ON GROUND)------------------------------------------------------------------------------- 2" CLEAR FROM TOP
11. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE LAPPED UNO, SEE SCHEDULE THIS SHEET. SPLICES IN ADJACENT BARS SHALL BE GREATER THAN 5'-0" APART. SPLICE
CONTINUOUS BARS IN SOIL-BEARING GRADE BEAMS, STRUCTURAL SLABS ON GRADE AND MAT FOUNDATIONS AS FOLLOWS UNO: TOP BARS AT CENTERLINE OF SUPPORT; BOTTOM BARS AT MID-SPAN. SPLICE CONTINUOUS BARS IN ELEVATED SLABS AND BEAMS, ETC. AS FOLLOWS UNO: TOP BARS AT MID-SPAN; BOTTOM BARS AT CENTERLINE OF SUPPORT. ALL BARS SIZE #14
AND LARGER SHALL BE CONTINUOUS FOR FULL LENGTH SHOWN OR SPLICED WITH MECHANICAL COUPLERS AS NOTED IN DETAILS. SPLICES IN WWF SHALL BE 1-1/2 MESHES WIDE.
12. THE MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN THE LARGER OF BAR DIAMETER, 1", OR 33% GREATER THAN THE MAXIMUM AGGREGATE SIZE (NOMINAL), WHICHEVER IS GREATEST. THIS REQUIREMENT ALSO APPLIES TO THE CLEAR
SPACING BETWEEN DIFFERENT LAYERS OF PARALLEL BARS AND TO THE CLEAR DISTANCE BETWEEN A CONTACT LAP SPLICE AND ADJACENT SPLICES OR BARS.
13. ALL HOOKS SHALL BE STANDARD HOOKS UNLESS OTHERWISE SHOWN OR NOTED. AT WALLS,
PROVIDE HOOKS AT ENDS OF ALL REINFORCING AT ENDS, CORNERS AND INTERSECTIONS, UNO.
14. CONSTRUCTION JOINTS SHALL BE MADE ROUGH AND ALL LAITANCE REMOVED FROM THE SURFACE. CONCRETE MAY BE ROUGHENED BY CHIPPING THE ENTIRE SURFACE, SAND BLASTING, OR RAKING THE SURFACE TO PROVIDE 1/4" DEEP DEFORMATIONS.
15. REMOVE ALL DEBRIS FROM FORMS BEFORE CASTING ANY CONCRETE.
16. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE.
17. ANCHOR BOLTS (AB'S) CAST IN CONCRETE FOR WALL SILL AND LEDGER APPLICATIONS SHALL BE HEADED BOLTS WITH CUT THREADS CONFORMING TO ASTM F1554, UNO. REFER TO "WOOD"
NOTES FOR ADDITIONAL REQUIREMENTS FOR BOLTS IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT MATERIAL. REFER TO 'STRUCTURAL STEEL' NOTE FOR REQUIREMENTS
FOR ANCHOR RODS (AR'S) CAST IN CONCRETE FOR COLUMN BASE PLATE AND STEEL EMBED APPLICATIONS.
18. WALLS SHALL BE CAST IN HORIZONTAL LAYERS OF 2'-0" MAXIMUM DEPTH.
19. CONCRETE IN WALLS, PIERS OR COLUMNS SHALL SET AT LEAST 2 HOURS BEFORE PLACING CONCRETE IN BEAMS, SPANDRELS, OR SLABS SUPPORTED THEREON.
20. HORIZONTAL WALL BARS IN MULTI-CURTAIN CAST IN PLACE WALLS SHALL BE STAGGERED.
21. DOWEL ALL VERTICAL REINFORCING IN WALLS AND COLUMNS FROM FOUNDATION WITH SAME SIZE BAR.
22. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-SPADING, RODDING OR TAMPING. USE EQUIPMENT AND
PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF ACI 309 TO SUIT THE TYPE OF CONCRETE AND PROJECT CONDITIONS. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES HOPPERS AND
CHUTES OR TRUNKS OF VARIABLE LENGTHS SHALL BE USED SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 6 FEET.
23. NO WOOD SPREADERS ALLOWED. NO WOOD STAKES ALLOWED IN AREAS TO BE CONCRETED.
24. ADDITIONAL REINFORCING IN PRECAST OR TILT-UP PANELS REQUIRED FOR LIFTING STRESSES SHALL BE SUPPLIED BY CONTRACTOR.
25. PROVIDE #4x4'-0" DIAGONAL REINFORCING AT EACH REINFORCING LAYER OF SLAB AT ALL REENTRANT CORNERS TYPICAL UNO. THIS APPLIES TO SLAB ON GRADE, CONCRETE OVER METAL DECK, AND ELEVATED STRUCTURAL SLAB CONDITIONS.
26. ALL SAW CUTTING SHALL BE DONE AFTER INITIAL SET HAS OCCURRED TO AVOID TEARING OR DAMAGE BY THE SAW BLADE, BUT BEFORE INITIAL SHRINKAGE HAS OCCURRED.
27. NOTIFY STRUCTURAL ENGINEER A MINIMUM OF 48 HOURS BEFORE PLACING ANY CONCRETE.
28. CONCRETE STRENGTHS & MIX PROPERTIES:
F'C @ MAX AGGR MAX W/CM*
ITEM 28 DAYS SIZE WEIGHT RATIO
A. FOUNDATIONS 3000 PSI 1-1/2" NW 0.58
B. SLAB ON GRADE 3500 PSI 1" NW 0.45
SITE & MISCELLANEOUS - SEE CIVIL OR ARCH DRAWINGS
* W/CM = WATER : CEMENTITIOUS MATERIAL RATIO
STRUCTURAL STEEL
500SN001
1. FABRICATION, ERECTION AND MATERIALS SHALL CONFORM WITH THE AISC SPECIFICATION FOR
STRUCTURAL STEEL BUILDINGS, THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL
BUILDINGS AND THE AISC CODE OF STANDARD PRACTICE, LATEST EDITIONS ADOPTED BY THE BUILDING CODE SPECIFIED IN THE DESIGN CRITERIA NOTES, UNO.
2. ALL HOT ROLLED STEEL SHAPES, PLATES AND BARS SHALL BE NEW STEEL CONFORMING TO ASTM A6, UNO IN THE STRUCTURAL DRAWINGS. STRUCTURAL STEEL SHALL BE AS FOLLOWS:
A. WIDE FLANGE AND WT SHAPES: ASTM A992
B. M- AND S- SHAPES: ASTM A36
C. C- AND MC- SHAPES: ASTM A992
D. L- SHAPES: ASTM A572 GRADE 50
E. ROUND HSS: ASTM A500 GRADE C (Fy = 46 KSI)
F. RECTANGULAR HSS: ASTM A500 GRADE C (Fy = 50 KSI)
G. PIPE: ASTM A53, GRADE B (Fy = 35 KSI)
H. BASE PLATES UP TO 4” THICK: ASTM A572 GRADE 50
I. ALL OTHER PLATE MATERIAL: ASTM A572 GRADE 50, UNO
J. BUILT UP COLUMNS: ASTM A572 GRADE 50
K. PLATE GIRDERS: ASTM A572 GRADE 50
L. CONNECTION MATERIAL
a. COLUMN CONTINUITY PLATES AND DOUBLER PLATES: ASTM A572 GRADE 50 b. BRACED FRAME GUSSET PLATES: ASTM A572 GRADE 50
3. ALL STRUCTURAL STEEL SHALL RECEIVE A MINIMUM OF ONE SHOP COAT OF RED PRIMER PAINT.
DO NOT PAINT AREAS TO BE FIELD WELDED, FIREPROOFED, GALVANIZED, TO RECEIVE SLIPCRITICAL HIGH STRENGTH BOLTS, OR TO BE EMBEDDED IN CONCRETE. PROVIDE ADDITIONAL PAINTING AS NOTED IN THE SPECIFICATIONS.
4. ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE. TEMPORARY BRACING
SHALL BE INSTALLED AND SHALL BE LEFT IN PLACE UNTIL OTHER MEANS ARE PROVIDED TO ADEQUATELY BRACE THE STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL BASE PLATE AND SUPPORT CONDITIONS DURING ERECTION AND BRACING AS REQUIRED. SEE AISC AND OSHA REQUIREMENTS.
5. GROUT BELOW BASE PLATES SHALL BE NON-METALLIC, NON-SHRINK GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 8,000 PSI UNO. COLUMN BASE PLATES SHALL BE PROMPTLY
GROUTED AFTER STEEL FRAME HAS BEEN PLUMBED AND PRIOR TO INSTALLATION OF METAL DECKING.
6. STRUCTURAL STEEL BELOW GRADE SHALL HAVE 3 INCHES MINIMUM OF CONCRETE COVER.
7. STRUCTURAL BOLTS AND THREADED FASTENERS
A. BOLTED CONNECTIONS SHALL CONSIST OF UNFINISHED BOLTS CONFORMING TO ASTM F3125 GRADE A325 UNO.
B. WHERE HIGH-STRENGTH BOLTS ARE SPECIFIED, BOLTS CONFORMING TO ASTM F3125 GRADE A325 OR GRADE A490 SHALL BE PROVIDED AS INDICATED. HIGH STRENGTH BOLTS IN SLIPCRITICAL AND PRETENSION JOINTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F1852
FOR TWIST-OFF TYPE TENSION CONTROL BOLT PRETENSIONING OR BE PROVIDED WITH DIRECT TENSION INDICATOR WASHERS CONFORMING TO THE REQUIREMENTS OF ASTM F959.
C. ANCHOR RODS CAST IN CONCRETE OR MASONRY SHALL BE HEADED BOLTS WITH CUT THREAD, FULL DIAMETER BODY STYLE CONFORMING TO ASTM F1554 GRADE 36, 55 (WELDABLE PER S1 SUPPLEMENTARY REQUIREMENTS), OR GRADE 105 AS INDICATED ON DRAWINGS. IN LIEU OF
HEADED ANCHOR RODS, THREADED ROD CONFORMING TO THE ABOVE SPECIFICATIONS MAY
BE USED WITH A SINGLE NUT WELDED TO THE ROD OR DOUBLE NUTS TIGHTENED TO PREVENT ROTATION. ANCHOR ROD PROJECTION ABOVE TOP OF FOUNDATION SHALL BE AS NOTED ON THE DRAWINGS.
D. BOLTED CONNECTIONS SHALL HAVE WASHERS CONFORMING TO ASTM F436 UNO. WASHERS
MAY BE OMITTED AT SNUG-TIGHTENED AND SLIP-CRITICAL CONNECTIONS, EXCEPT WHERE REQUIRED BY THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS, LATEST EDITION.
E. BASE PLATES SHALL HAVE NUTS AND WASHERS AT TOP AND BOTTOM OF PLATE. WASHERS FOR BASE PLATES SHALL BE A36 SQUARE OR CIRCULAR PLATE UNLESS ASTM F844 WASHERS ARE PERMITTED. SEE BASE PLATE DETAILS FOR PLATE WASHER SIZE AND PERMISSIBLE WASHER TYPE.
F. THREADED RODS SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE ON THE DRAWINGS.
G. PINS: ALL PINS IN PIN CONNECTED MEMBERS SHALL CONFORM TO ASTM A36 OR ASTM A108 AS INDICATED ON THE DRAWINGS.
8. ADDITIONAL REQUIREMENTS FOR "SLIP-CRITICAL" BOLTED CONNECTIONS:
A. "SLIP-CRITICAL" CONNECTIONS (A325-SC DESIGN VALUES WITH SPECIAL INSPECTION) ARE
REQUIRED AT ALL MOMENT FRAME CONNECTIONS, BRACED FRAME CONNECTIONS, AT ALL
CONNECTIONS ALONG CHORD LINES AND DRAG LINES (AS NOTED ON PLANS), AND UNO, AT ALL BOLTS IN OVERSIZED OR SLOTTED HOLES.
B. THE SPECIAL INSPECTOR MUST BE PRESENT DURING THE INSTALLATION AND TIGHTENING OPERATION OF "SLIP-CRITICAL" CONNECTIONS.
9. PROVIDE 3/4" DIAMETER STITCH BOLTS AND RING FILLS, SPACED AT NOT MORE THAN 2'-0" ON CENTER FOR ALL DOUBLE ANGLE MEMBERS UNO.
10. AT WOOD TO STEEL PARALLEL CONTACT, BOLT WITH 1/2" DIAMETER BOLTS AT MAXIMUM 24"CC UNLESS NOTED OTHERWISE IN THE DRAWINGS.
11. BOLT HOLES SHALL BE AISC STANDARD HOLES UNLESS SPECIFIED OTHERWISE. USE STANDARD AISC GAGE AND PITCH FOR BOLTS EXCEPT AS NOTED OTHERWISE.
12. WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS IN ACCORDANCE WITH AMERICAN WELDING SOCIETY STANDARDS, USING ONLY CERTIFIED WELDERS. ALL GROOVE WELDS SHALL HAVE COMPLETE PENETRATION UNLESS NOTED OTHERWISE. ALL ELECTRODES FOR WELDING SHALL COMPLY WITH AWS D1.1 AND D1.8 AS APPLICABLE, E70 SERIES MINIMUM.
13. WELD LENGTHS SPECIFIED ON PLANS ARE THE NET EFFECTIVE LENGTHS REQUIRED.
14. MINIMUM FILLET WELDS: (T = THICKNESS OF THINNER PART JOINED) 3/16" @ T < 1/2"
1/4" @ T < 3/4"
5/16" @ T > 3/4"
15. WELDING PROCEDURE SPECIFICATIONS (WPS) FOR SHOP AND FIELD PREQUALIFIED WELD JOINTS
AND WELD JOINTS QUALIFIED BY TEST SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER AND THE OWNER’S TESTING LABORATORY PRIOR TO FABRICATION. ALL WELDING
PROCEDURE ITEMS SUCH AS BASE METALS, WELDING PROCESSES, FILLER METALS AND JOINT DETAILS THAT MEET THE REQUIREMENTS OF AWS D1.1 SECTION 3 SHALL BE CONSIDERED AS PREQUALIFIED. ANY CHANGE OR SUBSTITUTION THAT IS BEYOND THE RANGE OR TOLERANCE OR REQUIREMENTS FOR PREQUALIFICATION SHALL BE QUALIFIED BY TEST PER AWS D1.1 SECTION 4 PART B. SUBMIT TEST REPORTS SHOWING SUCCESSFUL PASSAGE OF QUALIFICATION TESTS FOR ALL NON-PREQUALIFIED WELDING PROCEDURE SPECIFICATIONS.
METAL DECK NOTES
530SN001
1. PROVIDE METAL DECKING OF TYPE AND GAUGE AS SHOWN ON PLANS AND AS INDICATED IN THE METAL DECK SCHEDULE.
2. METAL FLOOR DECK SHALL BE COMPOSITE TYPE, CONFORMING TO ASTM A653, STRUCTURAL QUALITY, AND SHALL BE ZINC COATED PER ASTM A653, G60 COATING DESIGNATION.
3. METAL ROOF DECK SHALL CONFORM TO ASTM A653, STRUCTURAL QUALITY, AND SHALL BE ZINC COATED PER ASTM A653, G60 COATING DESIGNATION.
4. PRIOR TO FABRICATION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE METAL
DECKING, SHOWING DECK GAUGE, SIZE AND LAYOUT AS WELL AS CLOSURE CONDITIONS, WELDS TO SUPPORTS AND SIDE LAP DETAILS.
5. CONNECTION AND WELDING OF DECKING TO STRUCTURAL SUPPORTS AND DECK SIDE SEAMS SHALL BE AS SPECIFIED IN THE STRUCTURAL DRAWINGS. ALL ELECTRODES FOR WELDING SHALL COMPLY WITH AWS CODE, E60 SERIES MINIMUM.
6. ALL REINFORCED OPENINGS IN METAL DECK SHALL BE INSTALLED BY METAL DECK SUBCONTRACTOR.
7. AT METAL DECKS TO RECEIVE CONCRETE, ABSOLUTELY NO CONDUIT OR PIPING OF ANY TYPE IS TO BE PLACED HORIZONTALLY WITHIN THE DEPTH OF THE CONCRETE ABOVE THE METAL DECK.
8. AT METAL DECK WITHOUT CONCRETE FILL THE FOLLOWING MAY BE ATTACHED WITHOUT SPECIFIC APPROVAL OF THE STRUCTURAL ENGINEER: ACOUSTICAL TILE AND GYPSUM BOARD CEILINGS ONLY; NO PIPING, DUCTING OR CONDUIT. MAXIMUM CEILING WEIGHT - 3.5 PSF.
MAXIMUM WIRE HANGER LOAD = 60#.
9. WHERE SUSPENSION OR HANGER WIRES ARE REQUIRED BY OTHERS, VERIFY AND COORDINATE LOCATIONS, PATTERNS, SPACINGS, ETC. WITH THE APPROPRIATE TRADE. DRILL OR PUNCH HOLES AT BOTTOM OF DECK FLUTES OF SUFFICIENT SIZE TO PASS SUPPORT WIRES. WIRE SUPPORTS SHALL BE LOOPED AND SECURED WITH A MINIMUM OF THREE (3) TIGHT TURNS AROUND A MINIMUM 1-1/2" x 12" LONG FURRING CHANNEL OR NO. 3 x 12" LONG REINFORCING BAR CENTERED ABOVE THE HOLE AND LAID IN THE DECK FLUTES.
SILL ANCHOR BOLT WASHER SCHEDULE
WALL TYPE 2x4 2x6
2x8 & LARGER
1 SIDE SHTG
2x8 & LARGER
2 SIDES SHTG
WASHER
DESIGNATION
BPS 5/8-3 BPS 5/8-6 BPS 5/8-6
3GA x 3" x STUD
WIDTH - 1/2" w/
11/16"Ø @ CL
WOOD
600SN001
1. ALL STRUCTURAL WOOD SHALL CONFORM WITH THE FOLLOWING SPECIFICATIONS:
SPECIES COMBINATION SHALL BE DOUG FIR - LARCH PER WCLIB GRADING RULES #17 OR WWPA STANDARD GRADING RULES FOR WESTERN LUMBER. DOUGLAS FIR – LARCH (NORTH) AND
DOUGLAS FIR (SOUTH) ARE NOT PERMITTED WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER.
2x, 3x AND 4x MEMBERS - #2 UNO.
6x AND LARGER MEMBERS - #1 UNO.
2x DECKING - SELECT DEX
MEMBERS 3x AND LARGER SHALL BE FREE OF HEART CENTER
REDWOOD - CALIFORNIA REDWOOD, RIS.
SHEATHING - US PRODUCT STANDARD PS 1-09 AND PS2-10. APA RATED STRUCT 1/SHEATHING w/ EXTERIOR GLUE @ WALLS, FLOORS, & ROOFS UNO
PRESSURE TREATED DOUGLAS FIR - TYPE AS APPROPRIATE FOR EXTERIOR ABOVE GROUND USE AS SPECIFIED, BY AWPA.
2. ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED, EXCEPT LEDGERS, WHICH DO NOT NEED TO BE PRESSURE TREATED.
3. FIELD CUTS AND BOLT HOLES IN PRESSURE TREATED WOOD SHALL BE PROTECTED IN ACCORDANCE WITH AWPA STANDARD M4.
4. BEARING AND SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES, LAPPED AT WALL AND PARTITION INTERSECTION WITH (3) 16d NAILS. SPLICE UPPER AND LOWER PLATES AS IN "TYPICAL STUD WALL & OPENING FRAMING DETAIL" ON TYPICAL DETAIL SHEET .
5. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS.
6. PROVIDE BLOCKING AS REQUIRED AT CEILINGS, WALL FINISHES, FIRE BLOCKING, BACKING ETC.
7. JOISTS UNDER AND PARALLEL TO PARTITIONS SHALL BE DOUBLED AND NAILED TOGETHER.
8. THE MOISTURE CONTENT OF 2x MATERIAL AT TIME OF INITIAL USE SHALL BE LESS THAN 19%.
THE MOISTURE CONTENT OF LUMBER 3x AND LARGER AT TIME OF INITIAL USE SHALL BE LESS THAN 30% UNO.
9. HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER AS THE BOLT PLUS 1/16".
10. HOLES FOR LAG SCREWS SHALL BE FIRST BORED TO THE SAME DIAMETER AND DEPTH AS THE UNTHREADED SHANK. THE THREADED PORTION SHALL BE DRILLED TO 50% OF THE SHANK DIAMETER UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS.
11. LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE. SOAP MAY BE USED TO LUBRICATE SCREWS.
12. ALL BOLTS, LAG SCREWS AND POST-INSTALLED ANCHORS SHALL BE PROVIDED WITH METAL WASHERS UNDER HEADS AND NUTS WHICH BEAR ON WOOD. STEEL WASHERS SHALL BE SIMPSON BP OR BPS TYPE (3" SQ MIN w/ STD CUT WASHER WHERE REQD BY CODE). MALLEABLE IRON (MI) WASHERS SHALL BE ROUND AND CAST. STANDARD FLAT WASHERS SHALL BE PER ANSI B18.22.1 TYPE A - WIDE PATTERN. FOR WASHERS AT SILL ANCHORS, SEE SCHEDULE:
13. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED ON INSTALLATION AND RETIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB.
14. ALL BOLTS SHALL BE FULL NOMINAL DIMENSION AT UNTHREADED PORTION. NO UPSET THREADED BOLTS ALLOWED.
15. ALL FASTENERS, INCLUDING NUTS AND WASHERS, IN CONTACT w/ PRESERVATIVE-TREATED OR FIRE-RETARDANT MATERIAL SHALL BE HOT-DIPPED GALVANIZED STEEL OR STAINLESS STEEL.
BOLTS MAY BE HOT-DIPPED OR MECHANICALLY DEPOSITED ZINC-COATED STEEL. PLAIN CARBON STEEL FASTENERS ARE PERMITTED IN CONTACT w/ SBX/DOT OR ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT.
16. USE OF MACHINE NAILING IS SUBJECT TO SATISFACTORY REVIEW FOR EACH PROJECT AND SUBJECT TO APPROVAL BY THE GOVERNING AGENCY. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE APPROVED IN 5/16" SHEATHING. IF NAIL HEADS PENETRATE THE OUTER PLY BY MORE THAN WOULD BE
NORMAL FOR A HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY.
17. BLOCK SHTG JOINTS WITH 2x4 FLAT BLOCKING WHERE NOTED ON ROOF OR FLOOR FRAMING PLANS AND WITH BLOCKING SAME SIZE AS STUDS AT WALLS. USE PLYCLIPS AT MIDSPAN OF UNSUPPORTED ROOF SHEATHING EDGES.
18. FRAMING HARDWARE SHOWN ON THE PLANS IS SIMPSON STRONG-TIE. USE FRAMING HARDWARE AS MANUFACTURED BY SIMPSON COMPANY OR EQUIVALENT. PRIOR TO
INSTALLATION OF ANY NON-SIMPSON HARDWARE, THE CONTRACTOR SHALL SUBMIT A LIST OF
ALL DETAIL REFERENCES WHERE A HARDWARE SUBSTITUTION IS PROPOSED, THE
DESIGNATION FOR THE SIMPSON ITEM AND NON-SIMPSON PROPOSED EQUIVALENT AND AN ICC REPORT FOR EACH SUBSTITUTION ITEM.
19. LAY ALL STRUCTURAL SHEATHING ON ROOF AND FLOORS WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS UNLESS NOTED OTHERWISE.
20. NOTIFY STRUCTURAL ENGINEER AFTER WALL, FLOOR, AND ROOF SHTG NAILING HAS BEEN COMPLETED AND A MINIMUM OF 48 HOURS PRIOR TO CONCEALING NAILING.
SIMPSON HARDWARE
600SN004
1. UNLESS SPECIFICALLY NOTED OTHERWISE, HARDWARE SPECIFIED ON THE DRAWINGS SHALL BE SIMPSON HARDWARE.
2. SIMPSON HARDWARE FOR THIS PROJECT HAS BEEN SPECIFIED BASED ON THE ALLOWABLE
LOAD VALUES AND PRODUCT INFORMATION GIVEN IN THE SIMPSON CATALOG FOR THE YEAR THAT THESE DRAWINGS ARE DATED.
3. PLANS, SECTIONS AND DETAILS INDICATE GENERAL PRODUCT TYPE AND ANY REQUIRED MODIFICATIONS (I.E.: SLOPES AND SKEWS). SPECIFIC CATALOG CALL OUTS ARE DETERMINED BY INDIVIDUAL MEMBER SIZES.
EXAMPLES:
PLANS/SECTIONS INDICATE 2x10 MEMBERS SUPPORTED BY SIMPSON 'U' HANGERS.
SIMPSON CALL-OUT: U210.
PLANS/SECTIONS INDICATE 5-1/8"x18" GLB SUPPORTED BY 4X6 POST AND SIMPSON ECC CAP. SIMPSON CALL-OUT: ECC5&1/4-4 OR OPTION WITH STRAPS ROTATED 90° ECC5&1/4-6
4. WHERE THE SIMPSON CATALOG INDICATES TWO SIZES MAY BE USED FOR THE SAME SIZE MEMBER, USE THE LARGER SIZE.
EXAMPLE:
PLANS/SECTIONS INDICATE 4x8 MEMBER SUPPORTED BY SIMPSON LUS HANGERS.
SIMPSON CATALOG INDICATES LUS46 OR LUS48 MAY BE USED. THE LUS48 SHALL BE USED UNO.
5. USE SIMPSON 'MAX' NAILING CONFIGURATION ("FILL ALL HOLES WITH NAILS"), TYPICAL UNO.
6. WHERE MULTIPLE NAIL SIZES ARE INDICATED IN SIMPSON CATALOG, USE LARGEST NAIL SIZE LISTED, TYPICAL UNO.
7. HARDWARE SUPPLIER OTHER THAN SIMPSON SHALL SUBMIT A COMPARATIVE MATERIAL LIST
ITEMIZING PRODUCT DESIGNATION, LOAD RATING, AND SUPPORTED MEMBER SIZE FOR REVIEW BY THE ENFORCEMENT AGENCY AND THE STRUCTURAL ENGINEER.
FIRE-RETARDANT TREATED WOOD NOTES (FRT)
600SN005
1. ALL EXTERIOR STUD WALLS AND EXTERIOR PLYWOOD SHEATHING SHALL BE FIRE-RETARDANT TREATED WOOD (FRT). LUMBER AND PLYWOOD SHALL BE PRESSURE-IMPREGNATED WITH DBLAZE FIRE RETARDANT CHEMICALS BY VIANCE, INC. (ESR-2645), PYRO-GUARD FIRE RETARDANT CHEMICALS BY HOOVER TREATED WOOD PRODUCTS, INC. (ESR-1791), OR ENGINEER APPROVED EQUAL. HANDLE AND INSTALL ALL FRT WOOD PER MANUFACTURER'S RECOMMENDATIONS.
2. ALL LUMBER MUST BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 19 PERCENT AFTER TREATMENT. ALL PLYWOOD MUST BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 15 PERCENT AFTER TREATMENT. ALL FIRE-RETARDANT WOOD MUST COMPLY WITH THE REQUIREMENTS IN AWPA STANDARD C20 FOR LUMBER AND C27 PLYWOOD.
3. ALL FASTENERS USED IN FIRE-RETARDANT TREATED LUMBER AND PLYWOOD MUST BE HOTDIPPED ZINC-COATED GALVANIZED STEEL OR OTHER SUITABLE CORROSION RESISTANT MATERIAL. THE COATING WEIGHTS FOR ZINC COATED FASTENERS SHALL BE IN ACCORDANCE WITH CBC SECTION 2304.10.5.
4. ALL CARBON STEEL, GALVANIZED STEEL, ALUMINUM AND COPPER IN CONTACT WITH FRT
WOOD SHALL BE CORROSION RESISTANT AND SHALL EXHIBIT CORROSION RATES LESS THAN ONE MIL PER YEAR WHEN TESTED IN ACCORDANCE WITH FEDERAL SPECIFICATIONS MILL-19140, PER 4.6.5.2.
5. MINIMUM LUMBER DESIGN ADJUSTMENT FACTORS FOR DOUGLAS FIR FRT WOOD (ZONES 1B AND 2) SHALL BE AS FOLLOWS:
FLOOR/WALLS ROOF
COMPRESSION PARALLEL TO GRAIN, Fc 0.935 0.935
HORIZONTAL SHEAR, Fv 0.985 0.894
TENSION PARALLEL, Ft 0.874 0.775
BENDING MODULUS OF ELASTICITY, E 0.960 0.960
EXTREME FIBER STRESS, Fb 0.972 0.828
FASTENERS/CONNECTORS 0.900 0.900
6. ALL FRT WOOD SHALL BE SEPARATED FROM MASONRY OR CONCRETE THAT MAY GET WET WITH TWO LAYERS OF #15 ASPHALT-IMPREGNATED BUILDING PAPER, OR ENGINEER APPROVED EQUAL UNO.
7. ALL FRT LUMBER AND PLYWOOD SHALL BE LABELED IN ACCORDANCE WITH CBC 2303.2.5.
GENERAL NOTES
100SN001
1. INTERPRETATION OF DRAWINGS & SPECIFICATIONS
A. WHERE SPECIFICATIONS HAVE BEEN PREPARED FOR THIS PROJECT, THEY ARE ARRANGED
IN SEVERAL SECTIONS, BUT SUCH SEPARATION SHALL NOT BE CONSIDERED AS THE LIMITS OF THE WORK REQUIRED OF ANY SEPARATE TRADE. THE TERMS AND CONDITIONS OF
SUCH LIMITATIONS ARE WHOLLY BETWEEN THE CONTRACTOR AND THEIR SUBCONTRACTORS.
B. IN GENERAL, THE WORKING DETAILS WILL INDICATE DIMENSIONS, POSITION AND KIND OF CONSTRUCTION, AND THE SPECIFICATIONS, QUALITIES AND METHODS. ANY WORK
INDICATED ON THE WORKING DETAILS AND NOT MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, SHALL BE FURNISHED AS THOUGH FULLY SET FORTH IN BOTH. WORK NOT
PARTICULARLY DETAILED, MARKED OR SPECIFIED, SHALL BE IDENTICAL OR SIMILAR TO LIKE CASES OF CONSTRUCTION THAT ARE DETAILED, MARKED OR SPECIFIED. IF CONFLICTS
OCCUR ON DRAWINGS AND/OR SPECIFICATIONS, THE MOST EXPENSIVE MATERIALS OR METHODS WILL PREVAIL.
C. SHOULD AN ERROR APPEAR IN THE WORKING DETAILS OR SPECIFICATIONS OR IN WORK
DONE BY OTHERS AFFECTING THIS WORK, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE AND IN WRITING. IF THE CONTRACTOR PROCEEDS WITH THE WORK
SO AFFECTED WITHOUT HAVING GIVEN SUCH WRITTEN NOTICE AND WITHOUT RECEIVING
THE NECESSARY APPROVAL, DECISION OR INSTRUCTIONS IN WRITING FROM THE OWNER,
THEN THE CONTRACTOR SHALL HAVE NO VALID CLAIM AGAINST THE OWNER, FOR THE COST OF SO PROCEEDING AND SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT.
NO VERBAL APPROVAL, DECISION, OR INSTRUCTION SHALL BE VALID OR BE THE BASIS FOR ANY CLAIM AGAINST THE OWNER, ITS OFFICERS, EMPLOYEES OR AGENTS. THE
FOREGOING INCLUDES TYPICAL ERRORS IN THE SPECIFICATIONS OR NOTATIONAL ERRORS
IN THE WORKING DETAILS WHERE THE INTERPRETATION IS DOUBTFUL OR WHERE THE
ERROR IS SUFFICIENTLY APPARENT AS TO PLACE A REASONABLY PRUDENT CONTRACTOR
ON NOTICE THAT, SHOULD THE CONTRACTOR ELECT TO PROCEED, THEY ARE DOING SO AT THEIR OWN RISK.
2. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS.
3. SHOP DRAWING NOTE:
A. WHEN NOT ADDRESSED BY DIVISION 1 OF THE SPECIFICATIONS, SUBMITTALS SHALL BE ELECTRONIC PDF FORMAT.
B. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE
TO THE STRUCTURAL ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN
CONCEPT BY INDICATING WHICH MATERIAL THE CONTRACTOR INTENDS TO FURNISH AND
INSTALL, AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS THE CONTRACTOR INTENDS TO USE ON A STAND ALONE SET OF DOCUMENTS. DUPLICATION OF DESIGN DOCUMENTS FOR THE PURPOSE OF SHOP DRAWINGS IS NOT ACCEPTABLE.
C. PRIOR TO FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER. SHOP DRAWING SUBMITTALS SHALL INCLUDE, BUT ARE NOT
NECESSARILY LIMITED TO, STRUCTURAL STEEL, REINFORCING STEEL, & GLUE-LAMINATED BEAMS.
D. PRIOR TO SUBMISSION THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS FOR
CONFORMANCE WITH THE CONTRACT DOCUMENTS AND SHALL STAMP SUBMITTALS AS BEING "REVIEWED FOR CONFORMANCE".
E. SHOP DRAWING SUBMITTALS PROCESSED BY THE STRUCTURAL ENGINEER ARE NOT CHANGE ORDERS.
F. ANY DETAIL ON THE SHOP DRAWINGS THAT DEVIATES FROM THE CONTRACT DOCUMENTS SHALL CLEARLY BE MARKED WITH THE NOTE "THIS IS A CHANGE".
G. SHOP DRAWINGS OR CALCULATIONS SUBMITTED FOR REVIEW THAT REQUIRE
RESUBMITTAL FOR RE-REVIEW SHALL BE BILLED HOURLY FOR SUCH TIME TO THE GENERAL CONTRACTOR. RE-REVIEW WILL NOT PROCEED WITHOUT WRITTEN APPROVAL FROM THE GENERAL CONTRACTOR FOR ADDITIONAL ENGINEERING REVIEW SERVICES.
4. SAFETY NOTE:
A. IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS THEY APPLY TO THIS PROJECT, OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA LATEST EDITION, AND ALL OSHA REQUIREMENTS.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS AND SHORING REQUIRED. SHORING INDICATIONS (LOCATION, DIRECTION, DURATION, ETC.) ARE ONLY SHOWN ON THE STRUCTURAL DWGS WHEN REQUIRED TO IMPLEMENT THE DESIGN INTENT OF THE FINAL WORK PRODUCT. DETERMINATION
WHETHER SHORING IS REQUIRED FOR TEMPORARY OR INTERMEDIATE CONDITIONS DURING CONSTRUCTION IS WHOLLY THE RESPONSIBILITY OF THE CONTRACTOR.
C. THE OWNER AND THE STRUCTURAL ENGINEER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.
5. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER WHERE A
CONFLICT OR DISCREPANCY OCCURS BETWEEN THE STRUCTURAL DRAWINGS AND ANY OTHER PORTION OF THE CONTRACT DOCUMENTS OR EXISTING FIELD CONDITIONS. SUCH
NOTIFICATION SHALL BE GIVEN IN DUE TIME SO AS NOT TO AFFECT THE CONSTRUCTION SCHEDULE. IN CASE OF A CONFLICT BETWEEN STRUCTURAL DRAWINGS AND SPECIFICATIONS
THE MORE RESTRICTIVE CONDITION SHALL TAKE PRECEDENCE UNLESS WRITTEN APPROVAL HAS BEEN GIVEN FOR THE LEAST RESTRICTIVE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL PRIOR TO COMMENCING ANY WORK.
6. WHEN CONSTRUCTION ATTACHES TO OR IS WITHIN AN EXISTING BUILDING, A COMPLETE SET OF DRAWINGS OF THE EXISTING BUILDING SHALL BE KEPT ON THE JOB SITE. CONTRACTOR TO OBTAIN THESE DRAWINGS FROM THE OWNER (IF THEY ARE AVAILABLE).
7. CONTRACTOR SHALL PROVIDE AN ALLOWANCE EQUAL TO 2% OF THE BID FOR STRUCTURAL STEEL, MISC. IRON AND REINFORCING STEEL TO BE USED AT THE DISCRETION OF THE STRUCTURAL ENGINEER. UNUSED AMOUNT TO REVERT TO THE OWNER UPON COMPLETION OF THE JOB.
8. ANY SUBSTITUTIONS FOR STRUCTURAL MEMBERS, HARDWARE OR DETAILS SHALL BE REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER. SUCH REVIEW WILL BE BILLED
ON A TIME AND MATERIALS BASIS TO THE GENERAL CONTRACTOR WITH NO GUARANTEE THAT THE SUBSTITUTION WILL BE ALLOWED.
9. DO NOT SCALE DRAWINGS. CONTACT THE ARCHITECT OR STRUCTURAL ENGINEER FOR ANY DIMENSIONS NOT SHOWN.
10. THESE DRAWINGS ARE NOT COMPLETE UNTIL REVIEWED AND ACCEPTED BY LOCAL BUILDING OFFICIALS AND THE OWNER AND SIGNED BY THE STRUCTURAL ENGINEER. (A) -
AB -
ABV -
ADDL -
AHU -
ALT -
APPROX -
ARCH -
(B) -
BLDG -
BLKG -
BLW -
BM -
B.O. -
BOF -
BOTT -
BRCG -
BRG -
BTWN -
BYND -
CC -
CG -
CJ -
CJP -
CL -
CLG -
CLR -
CMU -
COL -
CONC -
CONN -
CONT -
CONTR -
COORD -
CSK -
DBL -
DF -
DIAG -
DL -
DWG -
(E) -
EA -
EF -
EJ -
ELEV -
EN -
EOS -
EQ -
EW -
FB -
FC -
FDN -
FF -
FRMG -
FRT -
FS -
FTG -
GA -
GALV -
GLB -
GR -
GYP -
HD -
HDR -
HGR -
HK -
HORIZ -
HSB -
HSS -
HT -
OCCURS ABOVE
ANCHOR BOLT
ABOVE
ADDITIONAL
AIR HANDLING UNIT
ALTERNATE
APPROXIMATE
ARCHITECTURAL
OCCURS BELOW
BUILDING
BLOCKING
BELOW
BEAM
BOTTOM OF
BOTTOM OF FOOTING
BOTTOM
BRACING
BEARING
BETWEEN
BEYOND
CENTER TO CENTER
CENTER OF GRAVITY
CONSTRUCTION JOINT
COMPLETE JOINT PENETRATION
CENTERLINE
CEILING
CLEAR
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONNECTION
CONTINUOUS
CONTRACTOR
COORDINATE
COUNTERSINK
DOUBLE
DOUGLAS FIR
DIAGONAL
DEAD LOAD
DRAWING
EXISTING
EACH
EACH FACE OR EDGE FASTENER
EXPANSION JOINT
ELEVATION
EDGE NAILING
EDGE OF SLAB
EQUAL
EACH WAY
FACE OF BLOCK/BRICK OR FLAT BAR
FACE OF CONCRETE
FOUNDATION
FINISH FLOOR
FRAMING
FIRE RETARDANT TREATED
FACE OF STUD OR FAR SIDE
FOOTING
GAUGE OR GAGE
GALVANIZED
GLUED LAMINATED BEAM
GRADE
GYPSUM
HOLDOWN
HEADER
HANGER
HOOK
HORIZONTAL
HIGH STRENGTH BOLT
HOLLOW STRUCTURAL SECTION
HEIGHT
JH -
LL -
LLH -
LLV -
LONGIT -
LS -
LW -
MECH -
MFR -
MI -
× -
MTL -
(N) -
NIC -
NS -
NTS -
NW -
O/ -
OH -
OPNG -
OSB -
PC -
PERP -
PJP -
PL -
PT -
PW -
REINF -
REQD -
RWD -
SC -
SCH -
SEOR -
SHTG -
SIM -
SJ -
SMS -
SOG -
SP -
SPCG -
SQ -
STD -
STFNR -
STGRD -
STL -
STRUCT -
SW -
T&B -
T&G -
THRD -
TN -
T.O. -
TOC -
TOF -
TOS -
TOW -
TRANS -
TYP -
UNO -
VERT -
VIF -
WF -
WHS -
WP -
WS -
WWF -
XS -
XXS -
Ø -
JOIST HANGER
LIVE LOAD
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LONGITUDINAL
LAG SCREW
LIGHTWEIGHT
MECHANICAL
MANUFACTURER
MALLEABLE IRON
MARK
METAL
NEW
NOT IN CONTRACT
NEAR SIDE
NOT TO SCALE
NORMAL WEIGHT
OVER
OPPOSITE HAND
OPENING
ORIENTED STRAND BOARD
PIECE
PERPENDICULAR
PARTIAL JOINT PENETRATION
PLATE
PRESSURE TREATED
PUDDLE WELD
REINFORCING OR REINFORCEMENT
REQUIRED
REDWOOD
SLIP CRITICAL
SCHEDULE
STRUCTURAL ENGINEER OF RECORD
SHEATHING
SIMILAR
SLAB CONTROL JOINT
SHEET METAL SCREW
SLAB-ON-GRADE
STRUCTURAL PANEL
SPACING
SQUARE
STANDARD
STIFFENER
STAGGERED
STEEL
STRUCTURAL
SHEAR WALL
TOP & BOTTOM
TONGUE & GROOVE
THREADED
TOE NAIL
TOP OF
TOP OF CONCRETE (SLAB UNO)
TOP OF FOOTING OR TOP OF FRAMING
TOP OF STEEL
TOP OF WALL
TRANSVERSE
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL
VERIFY IN FIELD
WIDE FLANGE
WELDED HEADED STUD
WORK POINT
WOOD SCREW
WELDED WIRE FABRIC
EXTRA STRONG
DOUBLE EXTRA STRONG
ROUND OR DIAMETER
ABBREVIATIONS
100SN003
STRUCTURAL OBSERVATION
100SN017
1. IN ACCORDANCE WITH SECTION 1704.6 OF THE CBC, THIS PROJECT IS REQUIRED TO HAVE STRUCTURAL OBSERVATION. STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION
OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND
SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY CBC SECTIONS 110 OR 1705. THE FOLLOWING PROJECT MILESTONES SHALL BE OBSERVED:
A. FOUNDATIONS (PRIOR TO CONCRETE PLACEMENT)
B. WOOD SHEATHED SHEAR WALLS, FLOORS, AND ROOFS (PRIOR TO COVERING)
2. THE OWNER SHALL EMPLOY THE ARCHITECT OR STRUCTURAL ENGINEER OF RECORD, OR
ANOTHER REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT DESIGNATED TO PERFORM STRUCTURAL OBSERVATION. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR AND BUILDING OFFICIAL.
THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A STATEMENT THAT
THE FIELD VISITS HAVE OCCURRED AND IDENTIFY ANY REPORTED DEFICIENCIES THAT, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED.
3. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL OBSERVER A MINIMUM OF 48 HOURS IN ADVANCE OF PROJECT MILESTONES SO THAT OBSERVATIONS MAY BE SCHEDULED.
WINDOW SYSTEM DESIGN CRITERIA
100SN010
1. THE FOLLOWING DESIGN CRITERIA APPLIES TO ALL GLAZED OPENINGS (WINDOW SYSTEMS, STOREFRONT, CURTAIN WALL, WINDOW WALL, ETC). WINDOW SYSTEMS ARE A DELEGATED DESIGN SYSTEM TO BE OVERSEEN BY THE GENERAL CONTRACTOR.
2. ELEMENTS OF THE WINDOW SYSTEM SHALL BE DESIGNED FOR ALL VERTICAL AND LATERAL
LOADING AS REQUIRED BY THE GOVERNING CODE AND AS SHOWN IN THE CONSTRUCTION
DOCUMENTS, BUT SHALL NOT BE LESS THAN THE LOADS REQUIRED IN THE SPECIFICATIONS (WHERE OCCURS). WIND LOADS SHALL BE DERIVED USING ASCE 7 CHAPTER 30, WITH THE WIND SPEED AND EXPOSURE CATEGORY AS NOTED IN THE DESIGN CRITERIA ON SHEET S1.01 .
3. ALL WINDOW SYSTEM ATTACHMENTS SHALL BE MADE DIRECTLY TO THE BUILDING AT THE LOCATIONS SHOWN AND IN THE MANNER DEPICTED IN THE CONSTRUCTION DOCUMENTS.
ATTACHMENT LOCATIONS PROVIDE EITHER VERTICAL SUPPORT OR OUT-OF-PLANE SUPPORT (OR BOTH) AS INDICATED IN THE CONSTRUCTION DOCUMENTS.
4. MULLIONS AND/OR OTHER WINDOW SYSTEM ELEMENTS SHALL BE DESIGNED TO SPAN BETWEEN THE SUPPORTS DESCRIBED IN NOTE 3. THE CONNECTIONS OF ANY INTERNAL ELEMENTS SHALL BE CAPABLE OF TRANSMITTING THE LOADS TO THE SUPPORTING MEMBER.
MULLIONS SHALL BE DESIGNED TO MEET DEFLECTION CRITERIA IN ACCORDANCE WITH THE CBC/IBC AND DSA IR 24-2.
5. WINDOW SYSTEM ELEMENTS SHALL BE FASTENED TO THE PRIMARY STRUCTURE BY MEANS OF MECHANICAL FASTENERS OR WELDS. ALL CONNECTIONS SHALL BE DESIGNED AND DETAILED TO MEET THE REQUIREMENTS OF ASCE 7 SECTION 13.5.3. ANY CONNECTOR TYPES AND/OR METHODS PROVIDED IN THE CONSTRUCTION DOCUMENTS ARE FOR REFERENCE ONLY.
6. WINDOW SYSTEM MANUFACTURER/INSTALLER SHALL DESIGN ALL CONNECTION MATERIALS (INCLUDING BUT NOT LIMITED TO EMBEDDED ITEMS, DIAGONAL BRACING ANGLES, BRACKETS, OUTRIGGERS, ETC.) AS REQUIRED FOR THE SUPPORT OF THE WINDOW SYSTEM.
INSTALLATION OF EMBEDDED ITEMS SHALL BE COORDINATED BY GENERAL CONTRACTOR.
7. CONNECTIONS OF WINDOW SYSTEM SHALL ACCOMMODATE VERTICAL DEFLECTIONS OF THE
STRUCTURE THROUGH THE USE OF RECEIVING CHANNELS, SLOTTED HOLES OR FLEXIBLE
CONNECTIONS THAT PERMIT THE STRUCTURE TO DEFLECT WITHOUT INDUCING LOADS OR DISTORTIONS INTO THE WINDOW SYSTEM. WHERE WINDOW SYSTEMS ATTACH DIRECTLY OR
INDIRECTLY TO THE FLOOR OR ROOF STRUCTURE, THE ATTACHMENT SHALL ACCOMMODATE DEFLECTIONS EQUAL TO A MINIMUM OF 1/2”.
8. THE SYSTEM SHALL MEET THE DISPLACEMENT REQUIREMENTS OF ASCE 7 SECTIONS 13.3.2 AND 13.5.9. ALL ELEMENTS OF THE WINDOW SYSTEM SHALL BE DESIGNED TO ACCOMMODATE THE FOLLOWING IN-PLANE RELATIVE DISPLACEMENTS:
SEISMIC (Dp) = 3/4"
WIND = 3/4"
9. FOR WINDOW SYSTEMS WITH A SPAN GREATER THAN 10 FEET, THE WINDOW SYSTEM
MANUFACTURER/INSTALLER SHALL SUBMIT COMPLETE DESIGN DRAWINGS AND CALCULATIONS FOR REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER. SUBMITTAL
SHALL INCLUDE ALL GLAZING ELEMENTS, MULLIONS AND CONNECTIONS, INCLUDING MATERIAL
PROPERTIES, SECTION PROPERTIES AND ANY OTHER INFORMATION NECESSARY TO
COMPLETELY DOCUMENT THAT THE SYSTEM FULLY COMPLIES WITH ALL PROJECT REQUIREMENTS. DRAWINGS AND CALCULATIONS SHALL BE STAMPED AND SIGNED BY A CIVIL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED.
10. FOR WINDOW SYSTEMS WITH A SPAN LESS THAN 10 FEET, THE WINDOW SYSTEM MANUFACTURER/INSTALLER SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW.
POST-INSTALLED ANCHORS
305SN001
1. FOR CONCRETE CONSTRUCTION, POST-INSTALLED ANCHORS SHALL BE ONE OF THE FOLLOWING:
A. ADHESIVE ANCHORS FOR THRD ROD & REBAR:
a. HILTI HIT-HY 200 PER ESR-3187
b. HILTI HIT-RE500 V3 PER ESR-3814
c. SIMPSON SET-XP PER ESR-2508
d. SIMPSON SET-3G PER ESR-4057
e. DEWALT PURE 110+ ESR-3298
B. EXPANSION ANCHORS:
a. HILTI KB-TZ2 PER ESR-4266
b. SIMPSON STRONG BOLT 2 PER ESR-3037
c. DEWALT POWER-STUD+ SD2, SD4 OR SD6 AS NOTED PER ESR-2502 C. SCREW ANCHORS:
a. HILTI KWIK HUS-EZ (KH-EZ) PER ESR-3027
b. SIMPSON TITEN HD PER ESR-2713
c. DEWALT SCREWBOLT+ PER ESR-3889
2. FOR GROUT-FILLED MASONRY CONSTRUCTION, POST-INSTALLED ANCHORS SHALL BE ONE OF THE FOLLOWING:
A. ADHESIVE ANCHORS FOR THRD ROD & REBAR:
a. HILTI HIT-HY 270 PER ESR-4143
b. SIMPSON SET-XP PER IAPMO UES ER-265
c. DEWALT AC 100+ GOLD PER ESR-3200
B. EXPANSION ANCHORS:
a. HILTI KB-TZ2 PER ESR-4561
b. SIMPSON STRONG-BOLT 2 PER IAPMO ER-240
c. DEWALT POWER-STUD+ SD1 PER ESR-2966
C. SCREW ANCHORS:
a. HILTI KWIK HUS-EZ (KH-EZ) PER ESR-3056
b. SIMPSON TITEN HD PER ESR-1056
c. DEWALT SCREWBOLT+ PER ESR-4042
3. FOR UNREINFORCED MASONRY CONSTRUCTION, ADHESIVE ANCHORS SHALL BE ONE OF THE FOLLOWING:
a. HILTI HY-270 PER ESR-4144
b. SIMPSON ET-HD PER ESR-3630
c. DEWALT AC100+ GOLD PER ESR-4105
4. PLASTIC MESH SCREEN TUBES SHALL BE PROVIDED AND EXISTING WALL THICKNESS AND MORTAR SHEAR STRENGTH SHALL MEET THE REQUIREMENTS OF THE EVALUATION REPORT.
5. ANCHOR TYPE, SIZE & EMBEDMENT SHALL BE AS INDICATED IN DRAWINGS. POST-INSTALLED ANCHORS FOR REPAIR SHALL BE EVALUATED ON A CASE BY CASE BASIS. NOTIFY STRUCTURAL ENGINEER FOR REPAIRS.
6. ALL EMBEDMENT DEPTHS CALLED OUT IN DRAWINGS REFER TO EFFECTIVE EMBEDMENT UNLESS OTHERWISE NOTED. SEE DIAGRAM BELOW AND ICC REPORTS.
7. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS GIVEN IN THE EVALUATION REPORT. PROVIDE MINIMUM EMBEDMENT PROVIDED IN ICC ESR REPORT UNLESS NOTED OTHERWISE.
8. PROVIDE SPECIAL INSPECTION AS INDICATED IN THE STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING AND THE EVALUATION REPORT.
9. WHEN INSTALLING POST-INSTALLED ANCHORS IN EXISTING CONCRETE OR MASONRY, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING EXISTING REINFORCING BARS. DO NOT INSTALL ANCHORS WITHIN 1 1/2" OF CMU HEAD JOINTS. DO NOT INSTALL ANCHORS IN PRESTRESSED CONCRETE ELEMENTS.
10. ANCHORS INSTALLED FROM THE BOTTOM INTO METAL DECK WITH CONCRETE SHALL BE
INSTALLED IN THE CENTER OF THE LOW FLUTE OF THE DECKING UNLESS NOTED OTHERWISE IN EVALUATION REPORT. THE DECKING SHALL HAVE A MINIMUM THICKNESS OF 20 GAUGE.
THE MINIMUM THICKNESS OF THE CONCRETE ABOVE THE HIGH FLUTE OF THE METAL DECK SHALL BE AS INDICATED IN THE EVALUATION REPORT. SEE EVALUATION REPORT FOR ADDITIONAL REQUIREMENTS, INCLUDING MINIMUM DIMENSIONS FOR FLUTE WIDTH AND DEPTH.
11. THE CONCRETE SHALL HAVE ATTAINED ITS MINIMUM DESIGN STRENGTH PRIOR TO INSTALLATION OF THE ANCHORS.
12. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT THE TIME OF ANCHOR INSTALLATION PER ACI 318, CHAPTER 17.
13. INSTALLER CERTIFICATION AND INSPECTION IS REQUIRED FOR HORIZONTAL AND UPWARDLY
INCLINED ADHESIVE ANCHORS SUBJECTED TO SUSTAINED TENSION LOADING IN ACCORDANCE WITH ACI 318, CHAPTER 17.
14. IF TEMPERATURE OF BASE MATERIAL AT TIME OF ADHESIVE ANCHOR INSTALLATION IS 45 DEGREES FARENHEIT OR LOWER, AN "ACRYLIC" OR COLD WEATHER ADHESIVE IS REQUIRED.
USE DEWALT AC200+, SIMPSON AT-XP, OR HILTI HIT-HY200 WHEN THIS OCCURS.
15. THE INSPECTION OF THE ANCHORS SHALL BE DONE BY A QUALIFIED INSPECTION AGENCY AND
A REPORT OF THE INSPECTION RESULTS SHALL BE SUBMITTED TO THE GOVERNING AGENCY AND ARCHITECT/STRUCTURAL ENGINEER.
INSTALLED ANCHOR DIAGRAMS
E
M
B
E
D
EFFECTIVE
EMBED
NOMINAL
PER REPORT
HOLE DEPTH
EMBED
EFFECTIVE
EMBED
NOMINAL
PER REPORT
HOLE DEPTH
EXPANSION ANCHOR SCREW ANCHOR
S
S TA TE O F CA L I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
WILLIAM B.
RADER
No. 3592
10/23/2024 5:26:07 PM c:\revit\2023-0123_DRY CREEK WWTP_rvt22_CENTRAL_Francisco_O_Rodriguez.rvt S101
GENERAL NOTES
DCWWTP OPERATIONS
AND LAB BLDG
- 2100 15.01
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE
GENERAL NOTES
NO. DATE DESCRIPTION
1 8/28/2024 PC Revisions
BID SET (PRELIMINARY)
STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING 110SN001
1. SPECIAL INSPECTIONS AND TESTING SHALL BE PROVIDED BY A TESTING AND INSPECTION
AGENCY, EMPLOYED BY THE OWNER (OR OWNER'S AUTHORIZED AGENT), AND APPROVED BY
THE BUILDING OFFICIAL TO PROVIDE SPECIAL INSPECTIONS AND TESTING FOR THE PARTICULAR TYPE OF CONSTRUCTION.
2. TABLES OF SPECIAL INSPECTIONS AND TESTING ARE DERIVED FROM THE STRUCTURAL PROVISIONS OF THE CBC AND REFERENCED STANDARDS AND ARE FOR REFERENCE ONLY.
THE INCLUDED TABLES ARE PROVIDED FOR THE CONVENIENCE OF THE OWNER, TESTING
AGENCY AND CONTRACTOR IN DEVELOPING THE SCOPE OF WORK FOR REQUIRED TESTING AND INSPECTION OF STRUCTURAL MATERIALS AND COMPONENTS. FINAL DEFINITION OF THIS
SCOPE OF WORK IS TO BE DETERMINED BY THE TESTING AGENCY AND THE OWNER (OR OWNER'S AUTHORIZED AGENT).
3. FREQUENCY OF SPECIAL INSPECTIONS AND TESTING SHALL BE, AT A MINIMUM, AS NOTED FOR THE INDIVIDUAL ELEMENTS WITHIN THE TABLES BELOW. THE CONTRACTOR SHALL
COORDINATE TIMING OF SPECIAL INSPECTIONS AND TESTING WITH THE SPECIAL INSPECTION AND TESTING AGENCY.
4. PRIOR TO THE START OF CONSTRUCTION, THE TESTING AND INSPECTION AGENCY SHALL
PROVIDE DOCUMENTATION TO THE BUILDING OFFICIAL DEMONSTRATING COMPETENCE AND
RELEVANT EXPERIENCE OR TRAINING OF THE SPECIAL INSPECTORS WHO WILL PERFORM THE
SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION, IN ACCORDANCE WITH CBC SECTION 1704.2.1.
5. THE TESTING AND INSPECTION AGENCY SHALL SUBMIT REPORTS OF SPECIAL INSPECTIONS
AND TESTS TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER OF RECORD AND THE CONTRACTOR, PER CBC SECTION 1704.2.4. THE REPORTS SHALL INDICATE WHETHER WORK INSPECTED OR TESTED CONFORMED TO THE APPROVED CONSTRUCTION DOCUMENTS. ANY
DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF DISCREPANCIES ARE NOT CORRECTED, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER OF RECORD.
6. SPECIAL INSPECTION AND TESTING RECORDS SHALL BE RETAINED BY THE CONTRACTOR ON SITE UNTIL COMPLETION OF CONSTRUCTION.
7. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT TO THE BUILDING OFFICIAL
ACKNOWLEDGING RESPONSIBILITY FOR CONSTRUCTION OF THE MAIN LATERAL-FORCE
RESISTING SYSTEM PRIOR TO COMMENCEMENT OF THAT WORK AS REQUIRED BY CBC SECTION 1704.4.
8. THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL SUBMIT TO THE BUILDING OFFICIAL, A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND TESTS PER CBC SECTION 1704.2.4, AND REPORTS AND CERTIFICATES PER CBC SECTION 1704.5.
9. ALL SOILS AND FOUNDATION EXCAVATION INSPECTIONS SHALL BE BY THE GEOTECHNICAL
ENGINEER OF RECORD, OR A GEOTECHNICAL FIRM HIRED BY THE OWNER PER CBC SECTION 1705.6.
10. SPECIAL INSPECTION IS REQUIRED FOR ALL SHOP FABRICATED MEMBERS OR ASSEMBLIES UNLESS WAIVED PER THE EXCEPTIONS IN CBC SECTION 1704.2.5.
11. DEFINITIONS:
a. CONTINUOUS - SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS CONTINUOUSLY PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED. b. PERIODIC - SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. c. QUALITY ASSURANCE (QA) - MONITORING AND INSPECTION TASKS PERFORMED BY AN
AGENCY OR FIRM OTHER THAN THE FABRICATOR OR ERECTOR TO ENSURE THAT THE
MATERIAL PROVIDED AND WORK PERFORMED BY THE FABRICATOR AND ERECTOR MEET
THE REQUIREMENTS OF THE APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. QUALITY ASSURANCE INCLUDES THOSE TASKS DESIGNATED 'SPECIAL INSPECTION' BY THE APPLICABLE CODE.
d. QUALITY CONTROL (QC) - CONTROLS AND INSPECTIONS IMPLEMENTED BY THE
FABRICATOR OR ERECTOR, AS APPLICABLE, TO ENSURE THAT THE MATERIAL PROVIDED
AND WORK PERFORMED MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS.
e. OBSERVE (O) - OBSERVE THESE ITEMS ON A RANDOM BASIS (DAILY FOR LFRS).
OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. f. PERFORM (P) - PERFORM THOSE TASKS PRIOR TO FINAL ACCEPTANCE FOR EACH ITEM OR ELEMENT.
g. DOCUMENT (D) - THE INSPECTOR SHALL PREPARE REPORTS INDICATING THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE REPORT
NEED NOT PROVIDE DETAILED MEASUREMENTS FOR JOINT FIT-UP, WPS SETTINGS, COMPLETED WELDS, OR OTHER INDIVIDUAL ITEMS LISTED IN THE TABLES. FOR SHOP FABRICATION, THE REPORT SHALL INDICATE THE PIECE MARK OF THE PIECE INSPECTED.
FOR FIELD WORK, THE REPORT SHALL INDICATE THE REFERENCE GRID LINES AND FLOOR OR ELEVATION INSPECTED. WORK NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS
AND WHETHER THE NONCOMPLIANCE HAS BEEN SATISFACTORILY REPAIRED SHALL BE NOTED IN THE INSPECTION REPORT.
12. SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED DURING CONSTRUCTION ON THE WORK SHOWN IN THE CONSTRUCTION DOCUMENTS AS REQUIRED BY CBC CHAPTER 17, THE TABLES LISTED BELOW, AND THE JURISDICTION'S SPECIAL INSPECTION AND TESTING FORM.
IF DISCREPANCIES ARE NOTED, CONTACT THE SEOR. ALL EXCEPTIONS INCLUDED IN CBC CHAPTER 17 ARE PERMITTED TO BE USED.
• SOILS
• CONCRETE CONSTRUCTION (POST-INSTALLED ANCHORS)
• MASONRY CONSTRUCTION - LEVEL 2 (POST-INSTALLED ANCHORS) TYPE
SOILS - REQUIRED SPECIAL INSPECTIONS AND TESTS
CBC TABLE 1705.6
110SN201
CONTINUOUS PERIODIC
1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE
ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.
- X
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND
HAVE REACHED PROPER MATERIAL.
- X
3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.
- X
4. DURING FILL PLACEMENT, VERIFY USE OF PROPER MATERIALS
AND PROCEDURES IN ACCORDANCE WITH THE PROVISIONS OF
THE APPROVED GEOTECHNICAL REPORT. VERIFY DENSITIES
AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION
OF COMPACTED FILL.
X -
5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT
SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED
PROPERLY.
- X
TYPE
CONCRETE CONSTRUCTION - REQUIRED SPECIAL INSPECTIONS AND TESTS CBC TABLE 1705.3
110SN301
CONTINUOUS PERIODIC REFERENCED STANDARD
a
1. INSPECT REINFORCEMENT,
INCLUDING PRESTRESSING
TENDONS, AND VERIFY PLACEMENT.
ACI 318 CH. 20, 25.2, 25.3,
26.6.1-26.6.3
- X
2. REINFORCING BAR WELDING: AWS D1.4
ACI 318: 26.6.4
A. VERIFY WELDABILITY OF
REINFORCING BARS OTHER
THAN ASTM A706
B. INSPECT SINGLE-PASS FILLET
WELDS, MAXIMUM 5/16"
C. INSPECT ALL OTHER WELDS
- X
- X
X -
3. INSPECT ANCHORS CAST IN
CONCRETE.
ACI 318: 17.8.2
4. INSPECT ANCHORS POST-INSTALLED
IN HARDENED CONCRETE
MEMBERS.
b
ACI 318: 17.8.2.4, 17.8.2
A. ADHESIVE ANCHORS INSTALLED
IN HORIZONTALLY OR UPWARDLY
INCLINED ORIENTATIONS TO
RESIST SUSTAINED TENSION
LOADS.
x -
B. MECHANICAL ANCHORS AND
ADHESIVE ANCHORS NOT
DEFINED IN 4.A.
- X
5. VERIFY USE OF REQUIRED DESIGN
MIX.
ACI 318: CH. 19, 26.4.3,
26.4.4 - X
6. PRIOR TO CONCRETE PLACEMENT,
FABRICATE SPECIMENS FOR
STRENGTH TESTS, PERFORM SLUMP
AND AIR CONTENT TESTS, AND
DETERMINE THE TEMPERATURE OF
THE CONCRETE.
ASTM C172
ASTM C31
ACI 318: 26.5, 26.12
X -
7. INSPECT CONCRETE AND
SHOTCRETE PLACEMENT FOR
PROPER APPLICATION TECHNIQUES.
ACI 318: 26.5
8. VERIFY MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND
TECHNIQUES.
ACI 318: 26.5.3-26.5.5- X
9. INSPECT PRESTRESSED CONCRETE
FOR:
ACI 318: 26.10
A. APPLICATION OF PRESTRESSING
FORCES
B. GROUTING OF BONDED
PRESTRESSING TENDONS.
10. INSPECT ERECTION OF PRECAST
CONCRETE MEMBERS.
ACI 318: CH. 26.9- X
13. VERIFY IN-SITU CONCRETE
STRENGTH, PRIOR TO STRESSING
OF TENDONS IN POST-TENSIONED
CONCRETE AND PRIOR TO REMOVAL
OF SHORES AND FORMS FROM
BEAMS AND STRUCTURAL SLABS.
ACI 318: 26.11.2- X
14. INSPECT FORMWORK FOR SHAPE,
LOCATION AND DIMENSIONS OF THE
CONCRETE MEMBER BEING FORMED.
ACI 318: 26.11.1.2(b)- X
A. WHERE APPLICABLE, SEE SECTION 1705.13.
B. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE
NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE
REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO COMMENCEMENT OF THE WORK.
- X
X -
X -
X -
11. FOR PRECAST CONCRETE
DIAPHRAGM CONNECTIONS OR
REINFORCEMENT AT JOINTS
CLASSIFIED AS MODERATE OR HIGH
DEFORMABILITY ELEMENTS (MDE OR
HDE) IN STRUCTURES ASSIGNED TO
SEISMIC DESIGN CATEGORY C, D, E
OR F, INSPECT SUCH CONNECTIONS
AND REINFORCEMENT IN THE FIELD
FOR:
ACI 318: 26.13.1.3
A. INSTALLATION OF THE
EMBEDDED PARTS.
B. COMPLETION OF THE CONTINUITY
OF REINFORCEMENT ACROSS
JOINTS.
X
-
X -
X -
ACI 550.5
C. COMPLETION OF CONNECTIONS
IN THE FIELD.
12. INSPECT INSTALLATION
TOLERANCES OF PRECAST
CONCRETE DIAPHRAGM
CONNECTIONS FOR COMPLIANCE
WITH ACI 550.5.
ACI 318: 26.13.1.3- X
TYPE
STRUCTURAL WOOD LFRS - REQUIRED SPECIAL INSPECTIONS
CBC SECTION 1705.12.1, 1705.13.2
110SN611
CONTINUOUS PERIODIC
-X
X1. FIELD GLUING OPERATIONS OF ELEMENTS OF THE LFRS.2. NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF
ELEMENTS OF THE LFRS, INCLUDING WOOD SHEAR WALLS,
WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS
AND HOLD-DOWNS.
S
S TA TE
O F
CA
L
I
FO R N I A
STRUCTURAL
R
ROF
E
P
ED ER T IS GE
S
I
N
ENGINEER
O
AL
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS #
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
WILLIAM B.
RADER
No. 3592
10/23/2024 5:26:07 PM c:\revit\2023-0123_DRY CREEK WWTP_rvt22_CENTRAL_Francisco_O_Rodriguez.rvt S111
STRUCT SPECIAL
INSPECTIONS &
TESTING
DCWWTP OPERATIONS
AND LAB BLDG
2100 15.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE
STRUCTURAL SPECIAL INSPECTIONS AND TESTING
NO. DATE DESCRIPTION
2 10/23/2024 PC Revisions 2
2 BID SET (PRELIMINARY)
FOUNDATION LEGEND
1. NOTES AND DETAILS ON SHEETS LABELED AS "GENERAL" OR "TYPICAL" ARE APPLICABLE TO ALL DRAWINGS, UNO.
2. VERIFY ALL BUILDING DIMENSIONS AND ELEVATIONS w/ ARCH DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF THERE ARE ANY CONFLICTS w/ DIMENSIONS SHOWN.
3. DIMENSIONS SHOWN ARE TO THE CL OF COLUMN, FACE OF STUD.
4. SITE PREPARATION AND BUILDING PAD CONSTRUCTION SHALL BE DONE IN
ACCORDANCE WITH THE GEOTECHNICAL REPORT LISTED IN THE FOUNDATION GENERAL NOTES. BOTTOM OF FOOTING EXCAVATIONS SHALL BE REVIEWED BY GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. THE BOTTOM OF ALL FOOTINGS SHALL BE AT LEAST 18" BELOW ADJACENT MINIMUM
PREPARED BUILDING PAD ELEVATION ON ALL SIDES, TYP UNO OR AS SHOWN ON SECTIONS.
5. SLAB ON GRADE SHALL BE 6" THICK CONCRETE w/ #3 @ 18"CC EW AT MID-DEPTH.
CONCRETE SHALL BE INSTALLED OVER 15 MIL VAPOR RETARDER OVER 4" CLEAN CRUSHED ROCK. TOP OF CONCRETE SLAB IS 0'-0" UNO.
6. CONTRACTOR SHALL SUBMIT AN EDGE OF SLAB PLAN TO ARCHITECT & SEOR FOR REVIEW. SUBMITTAL SHALL BE DIMENSIONED AND LOCATED RELATIVE TO STRUCTURAL GRIDS.
7. PROVIDE SLAB ON GRADE CONTROL JOINTS (SJ) AS INDICATED PER TYP AT ALL INTERIOR SLABS. CONSTRUCTION JOINTS (CJ) MAY REPLACE CONTROL JOINTS AS REQUIRED.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE SLAB CONTROL JOINTS
WITH ANY ARCHITECTURALLY EXPOSED SLAB AREAS OR THE LOCATION OF TILE CRACK CONTROL JOINTS. VERIFY SPECIAL CONDITION CONTROL JOINTS WITH ARCH DRAWINGS.
9. CONTRACTOR TO COORDINATE EXACT DIMENSIONS AND LOCATIONS OF THICKENED SLABS, HOUSEKEEPING PADS, ETC. WITH ALL OTHER DISCIPLINE'S DRAWINGS AS WELL AS WITH THE EQUIPMENT PROVIDED, PRIOR TO COMMENCING WORK.
10. ALL DEPRESSIONS, SLOPES, ETC. ARE SHOWN FOR REFERENCE ONLY. FOR EXACT DEPTHS, SLOPES, EXTENTS, ETC. SEE OTHER DISCIPLINES' DRAWINGS.
11. COORDINATE CURB LOCATIONS AND EXTENTS WITH ARCH DRAWINGS. FOR CURBS
BELOW NON-STRUCTURAL WALLS, SEE &
.
12. TEMPORARY LOADS APPLIED DURING CONSTRUCTION HAVE NOT BEEN CONSIDERED IN SLAB ON GRADE DESIGN.
13. SEE ARCH & CIVIL DRAWINGS FOR ALL EXTERIOR CURBS, FLATWORK, PLANTERS, RAMPS, ETC.
14. PROVIDE 3" MIN. CONCRETE COVER AT STRUCTURAL STEEL AND ANCHOR BOLTS BELOW GRADE, TYP.
15. CONTINUE ALL REINFORCING IN CONTINUOUS FOOTINGS THROUGH SPREAD FOOTINGS, TYP UNO.
16. FACE OF CONCRETE AT PERIMETER OF BLDG SHALL BE 1/2" OUTSIDE FACE OF STUD, TYP UNO. COORDINATE WITH ARCH DWGS.
17. ANCHOR BOLTS AT NON-SHEARWALLS SHALL BE AS INDICATED ON .
18. All WOOD STUD WALLS ARE TO BE 2x6 @ 16" CC UNO ON THE PLANS, SECTIONS, OR SCHEDULES. COORDINATE STUD SIZE WITH ARCH DWGS.
MK
X'-X" 2 (2)6
FOUNDATION PLAN NOTES
CONCRETE CURB. VERIFY EXTENT w/ ARCH DWGS.
CONCRETE HOUSEKEEPING PAD PER . SEE ARCH FOR EXTENT. SEE NOTE#11 FOR ADDL INFO.
SLOPED AND/OR DEPRESSED SLAB. DEPRESS BUILDING PAD AND PROVIDE FULL SLAB AND BASE THICKNESS. SEE & . WHERE
DEPRESSION IS GREATER THAN 2" AND ADJACENT TO BUILDING FOUNDATION
ELEMENT IT MAY BE NECESSARY TO STEP FOOTING IN ORDER TO MAINTAIN MINIMUM FOOTING EMBEDMENT PER SECTIONS. CONTRACTOR TO
COORDINATE IN FIELD.
8" CMU WALL. FOR REINFORCING, SEE AND CMU GENERAL NOTES.
CONDUITS IN CMU TO BE PER CMU GENERAL NOTES.
WOOD POST, 6x6 @ 6" NOMINAL WALLS
SHEAR WALL TYPE, EXTENT, AND ANCHOR BOLT LAYOUT, SEE FOR SCHEDULE, UNO. EXTENT INDICATES MINIMUM REQUIRED SHEAR WALL LENGTH.
SIMPSON HOLDOWN LOCATION. REFERENCE NUMBER INDICATES HDU HOLDOWN TYPE. SEE & .
Mk
Mk -X'-XX"
FOOTING MARK. SEE FOOTING SCHEDULE FOR TYPICAL TOF ELEVATION.
ELEVATION IS RELATIVE TO REFERENCE ELEVATION (0'-0").
FOOTING MARK WITH TOP OF FOOTING ELEVATION. ELEVATION IS RELATIVE TO REFERENCE ELEVATION (0'-0").
WOOD STRUCTURAL WALL.
MECHANICAL UNIT. THE CONTRACTOR SHALL COORDINATE ALL
MECHANICAL EQUIPMENT FOR SIZE & LOCATION WITH OTHER TRADES & THE STRUCTURAL DRAWINGS. UNIT SIZES & LOCATIONS SHOWN ARE
APPROXIMATE.
6/S501
10/S501 11/S501
2/S511
12/S501
A/S512
B/S512 4/S512
9/S501 8/S501
1/S516
1 FRAMING LEGEND
C=
1. NOTES AND DETAILS ON SHEETS LABELED AS "GENERAL" OR "TYPICAL" ARE APPLICABLE TO ALL DRAWINGS, UNO.
2. VERIFY ALL BUILDING DIMENSIONS AND ELEVATIONS w/ ARCH DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF THERE ARE ANY CONFLICTS w/ DIMENSIONS SHOWN.
3. DIMENSIONS SHOWN ARE TO CL OF COLUMN, FACE OF STUD.
4. DESIGN, FABRICATION AND INSTALLATION OF MANUFACTURED STAIRS IS BY OTHERS.
5. FOR GUIDELINES AND LIMITATIONS FOR SUPPORTING FROM STRUCTURE, SEE SPECIFICATIONS.
6. SEPARATION JOINT DIMENSIONS SHOWN ON PLAN INDICATE MINIMUM CLEAR DISTANCE REQUIRED BETWEEN ADJACENT BLDG ELEMENTS. WHERE BLDG
FINISHES/FIRE PROTECTION OCCUR, CLEAR DIMENSION SHALL BE MAINTAINED BTWN THOSE ELEMENTS.
7. ALL WOOD STUD WALLS ARE TO BE 2x6 @ 16"CC UNO ON THE PLANS, SECTIONS, OR SCHEDULES. COORDINATE STUD SIZE WITH ARCH DWGS.
8. ROOF SHEATHING SHALL BE 15/32" (1/2" NOMINAL) APA RATED SHEATHING/ STRUCTURAL 1 GRADE CD w/ EXTERIOR GLUE. MIN SPAN RATING SHALL BE 24/0.
LAY LONG DIMENSION PERPENDICULAR TO SUPPORTS, ENDS STAGGERED AS SHOWN ON PLAN. NAIL w/ 10d NAILS @ 6"CC EDGES, 12"CC FIELD UNO ON PLANS.
WHERE BLOCKING IS NOTED, USE 2x4 FLAT AT ALL SHTG EDGES SUPPORTED IN Z2 CLIPS. USE PLYCLIPS AT MIDSPAN OF UNSUPPORTED ROOF SHEATHING EDGES.
9. ALIGN JOISTS OVER STUDS BELOW WHERE FRAMING IS PERPENDICULAR TO WALL.
10. PROVIDE AN ADDITIONAL JOIST UNDER INTERIOR PARTITION WALLS THAT ARE PARALLEL TO THE JOISTS.
11. PROVIDE JOIST HANGERS WHERE SPECIFIED ON PLANS, SECTIONS, OR WHERE JOIST IS NOT IN DIRECT BEARING. FOR JOIST HANGER SCHEDULE AND NOTES, SEE .
12. FOR WOOD BEAM TO HSS COLUMN CONNECTION, SEE TYP, UNO.
13. SPLICES AT CMST STRAPS SHALL BE LAPPED A MINIMUM OF 16" w/ NAILS DRIVEN THRU BOTH.
14. INSTALL STRAPS OVER SHTG UNO. STRAP NAILS MAY REPLACE TYP DIAPHRAGM NAILING.
15. WHERE HSS COLUMNS INTERRUPT PLATES, SPLICE PER .
16. SEE ARCH DRAWINGS FOR FLOOR TOPPING MATERIAL AND THICKNESS. MAX WEIGHT OF TOPPING SHALL NOT EXCEED 10 PSF.
17. SEE ARCH DWGS FOR INFORMATION REGARDING VENT OPENINGS AT BLOCKING AND SHEATHING.
18. WHERE EXTENT OF SHEAR WALL DOES NOT COINCIDE WITH EXTENT OF WALL FACE, PROVIDE GYPSUM BOARD FURRING TO PLANE OUT FINISHES. COORDINATE SIDE OF WALL TO BE SHEATHED WITH ARCH DRAWINGS, UNO.
19. WHERE FRAMING HARDWARE IS REQUIRED TO BE IN THE SAME PLANE AS THE WALL FINISHES, HARDWARE SHALL BE "LET-IN" TO FINISHES FOR A FLAT, SMOOTH APPEARANCE. TYPICAL ALL FLOORS.
20. VERIFY ALL FLOOR OR ROOF OPENING DIMENSIONS w/ ARCH & MECH DRAWINGS PRIOR TO STAIR FABRICATION. GENERAL CONTRACTOR IS RESPONSIBLE FOR
COORDINATION AND LOCATION OF PLACEMENT OF BEAMS ADJACENT TO STAIR OPENINGS.
21. WHERE WOOD STUD WALLS ABUT MASONRY WALLS, PROVIDE 5/8"Ø ANCHOR BOLTS w/ 5" EMBED @ 24"CC & 6" FROM T&B @ STUD END.
22. SEE ARCH FOR LOCATION OF CRICKETS REQUIRED FOR DRAINAGE. ROOF SHEATHING BELOW SHALL BE CONTINUOUS.
23. GENERAL CONTRACTOR TO COORDINATE SKYLIGHT LOCATIONS WITH ROOF TRUSS MANUFACTURER AND ARCH.
24. SEE PRE-MANUFACTURED WOOD TRUSS NOTES FOR LOADING AND CONFIGURATION INFORMATION.
PSL
LVL
LSL
HDR
DBL
MST48
(A) POST IS ABOVE ONLY
MK
X'-X" 2 (2)6
FRAMING PLAN NOTES
X'
-XX"
TOW
X'
-XX"
TOF
X'
-XX"
TOW
X'
-XX"
TOW
OPENING. LOCATE OPENING PER AMEP DRAWINGS. FOR SUPPORT
SEE .
CONCRETE CURB. SEE .
CONCRETE WALL. SEE FOUNDATION PLAN FOR ADDL INFO.
TOP OF WALL. TYPE INDICATED AT BASE OF WALL ONLY.
CONCRETE COLUMN. SIZE INDICATED AT BASE LEVEL OF COLUMN ONLY.
TOP OF WALL ELEVATION ABOVE REFERENCE TOP OF CONCRETE (0'-0").
SOLID GROUTED CMU WALL. SEE FOUNDATION PLAN FOR ADDL INFO.
WALL BELOW, SEE FOUNDATION OR FRAMING LEVEL BELOW FOR WALL TYPE.
CMU COLUMN. SIZE INDICATED AT BASE LEVEL OF COLUMN ONLY.
TOP OF WALL ELEVATION ABOVE REFERENCE TOP OF CONCRETE (0'-0").
WOOD STRUCTURAL WALL BELOW.
SHEAR WALL ABOVE; TYPE AND EXTENT, SEE FOR SCHEDULE, UNO.
EXTENT INDICATES MINIMUM REQUIRED SHEAR WALL LENGTH.
SHEAR WALL BELOW
3 1/2" WIDE x 11 7/8" DEEP LAMINATED STRAND LUMBER BEAM, TYP UNO. 1 3/4" WIDE x 11 7/8" DEEP LAMINATED VENEER LUMBER BEAM, TYP UNO. 5 1/4" WIDE x 11 7/8" DEEP PARALLEL STRAND LUMBER BEAM, TYP UNO.
HEIGHT OF CL OF BEAM CAMBER AS NOTED ON PLANS. WHERE C IS NOT NOTED, BEAMS ARE NOT CAMBERED. FABRICATE AND ERECT ALL BEAMS
WITH NATURAL BEAM CAMBER UP WHERE NO CAMBER IS INDICATED ON PLANS.
DOUBLE JOIST. TYPE AND SIZE TO MATCH ADJACENT JOISTS. CONNECT PER NAILING SCHEDULE OR .
HEADER BELOW. SEE UNO ON PLAN.
SIMPSON STRAP PER PLAN.
TOP PLATE SPLICE. TYPE PER . WHERE NO INDICATION OCCURS, SEE .
TOP OF FRAMING ELEVATION (i.e. UNDERSIDE OF FLOOR SHTG) ABOVE REFERENCE TOP OF CONCRETE (0'-0") TYP, UNO.
TOP OF WALL ELEVATION ABOVE REFERENCE TOP OF CONCRETE (0'-0") (i.e.
TOP OF DBL TOP PL, TYP UNO).
WOOD POST, 6x6 STUDS @ 6" NOMINAL WALLS, TYP UNO.
EXTENT OF BLOCKED DIAPHRAGM.
AREA OF OVERBUILD FRAMING. ROOF SHEATHING BELOW SHALL BE CONTINUOUS.
MECHANICAL UNIT. THE CONTRACTOR SHALL COORDINATE ALL
MECHANICAL EQUIPMENT FOR SIZE & LOCATION WITH OTHER TRADES & THE STRUCTURAL DRAWINGS. UNIT SIZES & LOCATIONS SHOWN ARE
APPROXIMATE.
SIMPSON HOLDOWN LOCATION. REFERENCE NUMBER INDICATES HDU HOLDOWN TYPE. SEE & .
RCT
RGT
RT1 ROOF TRUSS TYPE AND EXTENT. FOR PROFILES SEE SHEET
ROOF GIRDER TRUSS. COORDINATE GIRDER TRUSS PROFILE WITH ROOF CONFIGURATION.
ROOF COLLECTOR TRUSS. COORDINATE COLLECTOR TRUSS PROFILE WITH ROOF CONFIGURATION.
Mk STRAP
Mk
Mk
NAILING
TOP OF WALL. TYPE INDICATED AT BASE OF WALL ONLY.
10/S514
3/S512
2/S511
B/S512 8/S512
2/S511
4/S514
A/S512
S202
10/S501
4/S516
S515
S
S TA TE
O F
CA
L
I
FO R N I A
STRUCTURAL
R
ROF
E
P
ED ER T IS GE
S
I
N
ENGINEER
O
AL
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS #
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
WILLIAM B.
RADER
No. 3592
10/23/2024 5:26:07 PM c:\revit\2023-0123_DRY CREEK WWTP_rvt22_CENTRAL_Francisco_O_Rodriguez.rvt S121
PLAN NOTES
DCWWTP OPERATIONS
AND LAB BLDG
2100 15.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
NO. DATE DESCRIPTION
1 8/28/2024 PC Revisions
BID SET (PRELIMINARY)
1 1
22 44
55 10 10
11 11
AABBCC
D
EGG
6 77
88 99
F
33 1
1 0'-0"
CURB PLAN KEY
DEPRESSED SLAB
CONCRETE CURB
1 S
S TA TE
O F
CA
L
I
FO R N I A
STRUCTURAL
R
ROF
E
P
ED ER T IS GE
S
I
N
ENGINEER
O
AL
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS #
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
WILLIAM B.
RADER
No. 3592
10/23/2024 5:26:08 PM c:\revit\2023-0123_DRY CREEK WWTP_rvt22_CENTRAL_Francisco_O_Rodriguez.rvt S200
CURB PLAN
DCWWTP OPERATIONS
AND LAB BLDG
2100 15.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
- CURB PLAN 1/8" = 1'
-0"
SEE S121 FOR NOTES
NO. DATE DESCRIPTION
1 8/28/2024 PC Revisions
BID SET (PRELIMINARY)
1 1
22 44
55 10 10
11 11
AABBCC
D
EGG
68'-0" 18'-0" 12'-0" 56'-0"
154'-0"
7'-6"
127'-0"
68'-0"
C HSS4x4x1/2 HSS4x4x1/2 C HSS4x4x1/2 C HSS4x4x1/2 CC
34'-0 1/2"
1'-4" WIDE x 18" DEEP CONT
FOOTING TYP
2x6 STUDS
@ 16"CC TYP
13'-2"
A6x6 6x6
HSS5x5x1/4
6" CONCRETE SLAB ON
GRADE WITH #3 @ 18"CC
EA WAY OVER 15 MIL
VAPOR RETARDER OVER
4" CRUSHED ROCK PER
NOTE #5
6 77
88 99
F
15'-0"6'-7"15'-7"6'-10"5'-5"28'-5"11'-0"18'-9"6'-3" 13'-2" 26'-5 1/2"
A
S302
CC
6x86x8
33 6x66x6
4'-0" WIDE x 3'-6"
DEEP FOOTING
3 8'-0"
3 8'-0"
2 14'-0"
3 24'-0"
2 20'-0"
1 36'-0"
3 24'-0"
3 6'-0"
3 6'-0"
3 6'-0"
3 8'-0"
3 15'-0"
3 16'-0"
2 4'-6"
3 12'-0"
1 32'-0"
2 8'-0" 3
12'-0"
2 8'-0"8'-1 3/4"3'-11"3'-4"3'-9"8'-4"
C6x8
C
6x8
C 6x6 C 6x6
C
S302
E
S301F
S301
CHSS4x4x1/4
HSS4x4x1/2 HSS4x4x1/2
14 S501
C HSS4x4x1/4
22 2 2 2 2 A 2 A 2
2 A
2 A
2 2
A
2 A
2 A
2 2
2 A
2 A
2 A
A
2 A
2 2
22 TYP
1'-4"MIN
1'-4"
TYP
1'-4"MIN
TYP
12" MIN
TYP
2 2
2 88
11 1
1 11
1 1
1 1
1 1
11 1
1 1
1 1
1 1
HSS4x4x1/4HSS4x4x1/4
1 1
AA
22 1
S
S TA TE
O F
CA
L
I
FO R N I A
STRUCTURAL
R
ROF
E
P
ED ER T IS GE
S
I
N
ENGINEER
O
AL
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS #
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
WILLIAM B.
RADER
No. 3592
10/23/2024 5:26:08 PM c:\revit\2023-0123_DRY CREEK WWTP_rvt22_CENTRAL_Francisco_O_Rodriguez.rvt S201
FOUNDATION PLAN
DCWWTP OPERATIONS
AND LAB BLDG
2100 15.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
- FOUNDATION PLAN 1/8" = 1'
-0"
SEE S121 FOR NOTES
TOP OF FOOTING AT -1'-0" TYP UNO ON PLANS.
NOTE:
FOOTING SCHEDULE
Mk
SIZE
(WxLxD)
BOTT
REINF
TOP
REINF
A 3'-0" x 3'-0" x 1'-6" (4) #5 EW
C 5'-0" x 5'-0" x 1'-6" (7) #5 EW
S201 A
NO. DATE DESCRIPTION
1 8/28/2024 PC Revisions
2 10/23/2024 PC Revisions 2
BID SET (PRELIMINARY)
16" RED I-90 @ 24"CC 2x10 RAFTER TAILS AT EAVE
20"
RED
I-90H
@ 32"CC
RT-2
PRE-FAB
TRUSSES
@ 24"
CC
2x10
RAFTER TAILS AT
EAVE
16" RED I-90 @ 24"CC
2x10 RAFTER TAILS AT EAVE
2x8 @ 24"CC
16" RED I-90 @ 24"CC 2x10 RAFTER TAILS AT EAVE
2x10 @ 24"CC
2x10 @ 24"CC
2x10 @ 24"CC
HDR HDR HDR HDR HDR HDR DBL DBL DBL DBL
DBLDBLDBLDBL
DBL
DBL
DBL
DBL
DBL
DBL
DBL
DBL
HDR HDR HDR HDR HDR
HDR HDR
HDR
HDRHDR
HDR HDR
HDR HDR HDR HDR HDR HDR
HDR HDR HDR HDR HDR 5 1/8 x 12 GLB
HDR HDR
HDR HDR
5 1/8 x 12 GLB
1 3/4 x 11 7/8 LVL
1 3/4 x 11 7/8 LVL
11 22
44 55
10 10
11 11
AABBCC
D
EGG
RIDGE
RIDGE
VALLEY TRUSS
5 1/8 x 12 GLB
5 1/8 x 12 GLB
5 1/8 x 12 GLB
3/4" ROOF
SHEATHING
5 1/8 x 31.5 GLB
OPENING IN ROOF
PLANE BELOW
5 1/8 x 21 GLB
5 1/8 x 21 GLB
VALLEY
5 1/8 x 19 1/2 GLB (BELOW)
HSS12x6x1/2
6 77
88 99
F
C
S301
G
S301
H
S301
J
S301
B
S301
A
S302
A
S301
24'-0" TOW
24'-0" TOW
33 1 3/4x20 LVL LEDGER
15'-0" TOF 16'-0" TOF
15'-0" TOF 16'-0" TOF
6 x12 BM
14'-0" TOF
14'-0" TOF
14'-0" TOF
1 3/4x20 LVL LEDGER
5 1/8 x 31.5 GLB5 1/8 x 31.5 GLB5 1/8 x 31.5 GLB5 1/8 x 31.5 GLB 215#
215#
215#
215#
215#
215#
60#
70#
40#
60#
60#
60#
310#
60#
5 1/8 x 19 1/2 GLB
14'-0" TOF
6x6 TO HDR BLW TYP AT DORMER
6x8 HDR HIGH
ROOF SHTG PER
NOTE #11 TYP
HSS12x6x1/2
310#
310#
5 1/8 x 10.5 GLB
DBL TRUSSES AT
LOCATIONS WHERE
OPNG EXCEED
TRUSS SPCG, TYP
6x8 HEADOUT AT
LOCATIONS OF OPNG
w/ A35 CLIPS ON
BOTH SIDES AND
BOTH ENDS, TYP
FROM GRIDLINES E TO G ALONG THIS LINE
4x8 WALL STUDS @ 16"CC
FROM GRIDLINES 1-4 ALONG THIS LINE
4x8 WALL STUDS @ 16"CC
B
S302
C
S302
HEADOUT AT LOCATION
OF OPNG w/ 6x8 BM w/
HUTF HGR TYP AT IJOIST LOCATIONS
2x6 OUTRIGGERS
@ 24"CC
-
--- 2
S516
PROVIDE INVERTED
HU HANGER TO
FASCIA, TYP AT THIS
LOCATION
SIM
6x6 TO HDR BLW TYP AT DORMER
D
S302
B
S301
E
S302
F
S302 G
S302
H
S302
J
S302
RAKE
F
S302
MK
1500#
AHU
MK
1500#
AHU
MK
2300#
AHU
MK
1000#
AHU
L
S302
TYP
ROOF SHTG
LAYOUT PER
NOTE #11
SEE LOW CANOPY
FRAMING PLAN BELOW
6 S515
1 1
1 1
C
S301
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
HSS4x4x1/4HSS4x4x1/4
C10x25
HSS6x3x1/4
FLAT
1 COLLECTOR TRUSS =1000#COLLECTOR TRUSS =1000#
11 <varies>
PROVIDE MSTA24
ALONG GRID LINE 1
FROM WOOD TO
STEEL TRANSITION
PROVIDE 4X
BLOCKING AT
LOCATION
2 10 10
11 11 CC GG 9 9 FF A
S301
OPEN MESH
METAL ROOFING
L
S302
WTx17.5 @ 5'-8"CC,
TYP
CONT C10x15.3
1 1
S
S TA TE
O F
CA
L
I
FO R N I A
STRUCTURAL
R
ROF
E
P
ED ER T IS GE
S
I
N
ENGINEER
O
AL
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS #
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
WILLIAM B.
RADER
No. 3592
10/23/2024 5:26:09 PM c:\revit\2023-0123_DRY CREEK WWTP_rvt22_CENTRAL_Francisco_O_Rodriguez.rvt S202
ROOF FRAMING
PLAN
DCWWTP OPERATIONS
AND LAB BLDG
2100 15.01Author
1800 Booth Road
Roseville, CA 95747
ROOF FRAMING PLAN1/8" = 1'
-0" CITY OF ROSEVILLE - DCWWTP
SEE S121 FOR NOTES
- LOW CANOPY FRAMING PLAN 1/8" = 1'
-0"
NO. DATE DESCRIPTION
1 8/28/2024 PC Revisions
2 10/23/2024 PC Revisions 2
BID SET (PRELIMINARY)
C
SHTG PER PLAN
I-JOIST PER PLAN
SHTG PER
PLAN
WALL STUDS
PER PLAN
HDR PER
PLAN
BEVEL TOP PL
AND STRAP
PER
7 S514
HTS 16 @ EA
JOIST, WRAP END
OF STRAP TO
BOTT OF TOP PL
EN
LVL BLKG
SHEAR TRANSFER
CLIP @ 24"CC UNO
IN
A
S512
I-JOIST WEB
STFNR PER A
S512
16D TO EA SIDE
OF WEB AND EA
SIDE OF BLKG
2x10 OUTRIGGER
PER PLAN; ATTACH
TO ROOF JOIST w/
(6) 3/4"Ø LAG
SCREWS
2'-0" MAX 2'-0" MIN
1 3/4 LVL FASCIA w/
10D T&B EA JOIST
PROVIDE WEB STFNR
WHERE OUTRIGGER
ATTACHES TO I-JOIST
G
1 5
SHTG PER PLAN
SHTG PER PLAN
SHTG TO EXTEND
TO TRUSS BLKG
WALL STUDS
PER PLAN
TRUSS PER PLAN
2x4 TOP CHORD
2x4 BOTT CHORD
SOFFIT PER ARCH
SIMPSON LTS16
STRAP EA JOIST;
PROVIDE (6) 10d
NAILS INTO 2x4
BLKG AND TOP PL
1 1
WALL STUD PER
PLAN
SHTG PER PLAN
SHTG PER PLAN
LEDGER PER PLAN JOIST PER PLAN
PROVIDE 3x BLKG @ LEDGER
w/ A35 EA END TO STUD;
ALT T&B TO AVOID CONFLICT
OF NAILS EA SIDE OF STUD
I-JOIST WEB
STFNR AS IN
1 S514
1 3/4" LVL LEDGER, DEPTH TO
MATCH I-JOIST FRMG; PROVIDE (4)
SDS25600 @ EA STUD, 1 1/2" MIN
EDGE DISTANCE, 2" SPCG MIN
STUDS @ 16"CC PER PLAN
1 1
G
SHTG PER PLAN
WALL STUDS
PER PLAN
HDR PER PLAN
PROVIDE 3x BLKG @ LEDGER
w/ A35 EA END TO STUD; ALT
T&B TO AVOID CONFLICT OF
NAILS EA SIDE OF STUD
24" MAX
12" MIN
3'-0" MIN
1 3/4" LVL LEDGER, DEPTH TO
MATCH I-JOIST FRMG; PROVIDE
(4) SDS25600 @ EA STUD, 1 1/2"
MIN EDGE DISTANCE, 2" SPCG MIN
HU/HUC HGR
SHTG PER PLAN
CS 14 STRAP o/ 3x
BLKG IN WALL TO
LVL BLKG @ 48"CC
JOIST PER PLAN
EN
EN
2 1/2"
SADDLE HANGER
HSS10x5x1/4
SHTG PER PLAN
GLB PER PLAN
JOIST PER PLAN
JOIST PER PLAN
B
S301
SIM
4'-0" MIN
SOFFIT PER ARCH
C-CHANNEL
PER PLAN WT PER PLAN
MTL DECK PER
ARCH
A
A
1/4 6
SECTION A-A
NTS
MTL DECK PER PLAN 1/4 6-12
1/4 6
1 1
BIRDSMOUTH 2x
MAIN MEMBER
1 1
SHTG PER PLAN
TRUSS PER PLAN
SHTG PER PLAN
SHTG TO EXTEND
TO TRUSS BLKG
WALL STUDS
PER PLAN
HDR PER PLAN
2x4 TOP CHORD
2x4 BOTT CHORD
SOFFIT PER ARCH
SIMPSON LTS16
STRAP EA JOIST;
PROVIDE (6) 10d
NAILS INTO 2x4
BLKG AND TOP PL
1 SHTG
JOIST PER PLAN
GLB PER PLAN
HB SADDLE HGR
HDR PER PLAN
SHTG PER PLAN
2x PER PLAN
GLB PER PLAN
1 TOC
SEE PLAN
TOF
SEE PLAN
SEE PLAN
SLAB ON GRADE
PER PLAN
#4 DOWEL@
18"CC 12"
3" CLR
18"
MIN
(2) #5 T&B
BARS UNO
STOREFRONT
1 1
C
SHTG WHERE
OCCURS
EN
CURB REINF
PER 10
S501
.
6" @ CONC
SITEWORK, 8" @
LANDSCAPING
TOC
SEE PLAN
TOF
SEE PLAN
3" CLR
18"
MIN
SEE PLAN
(2) #5 T&B
BARS UNO
SLAB ON GRADE
PER PLAN
#4 DOWEL@
18"CC 12"
1 S
S TA TE O F CA L I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
WILLIAM B.
RADER
No. 3592
10/23/2024 5:26:09 PM c:\revit\2023-0123_DRY CREEK WWTP_rvt22_CENTRAL_Francisco_O_Rodriguez.rvt S301
BUILDING
SECTIONS
DCWWTP OPERATIONS
AND LAB BLDG
2100 15.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
SECTION
S301
B 1/2" = 1'-0"
Section 7
SECTION
S301
C 1/2" = 1'-0"
Section 2
SECTION
S301
G 1/2" = 1'-0"
Section 3
SECTION
S301
H 1/2" = 1'-0"
Section 4
SECTION
S301
A 1/2" = 1'-0"
Section 9
SECTION
S301
D 1/2" = 1'-0"
Section 10
SECTION
S301
1/2" = 1'-0" J
Section 6
SECTION
S301
E 1/2" = 1'-0"
Section 11
SECTION
S301
F 1/2" = 1'-0"
Section 12
NO. DATE DESCRIPTION
1 8/28/2024 PC Revisions
2 10/23/2024 PC Revisions 2
2 2
BID SET (PRELIMINARY)
11 FULL SIZE CMU
WALL PER PLAN
JOIST PER
PLAN
SHTG PER
PLAN
WALL STUDS
PER PLAN
TOC
SEE PLAN
TOF
SEE PLAN
SLAB ON GRADE
PER PLAN
#4 DOWEL @
16"CC 12"
WOOD FRAMED
WALL
CANOPY ON
TOP OF CMU
HTS 16 @ EA JOIST,
WRAP END OF STRAP
TO BOTT OF TOP PL
SHEAR TRANSFER
CLIP @ 24"CC
UNO IN 8
S101
LB HGR
LVL BLKG
2x8 @ 24"CC AT
OUTRIGGER
LOCATION
EN
16D TO EA SIDE OF WEB
AND EA SIDE OF BLKG
SHTG PER
PLAN
1 3/4 LVL FASCIA
w/ 10D T&B EA
JOIST
EN
SITE WORK PER
ARCH
3" CLR TYP
(4) #6 EQ SPACED
T&B
#7 @ 12"CC
C
GLB PER PLAN
PROVIDE WEB STFNR
WHERE OUTRIGGER
ATTACHES TO I-JOIST
BOTH SIDES OF JOIST
4'-0" MAX
4'-0" MAX
WALL STUD PER PLAN
SHTG PER PLAN
2x10 OUTRIGGER;
ATTACH TO ROOF
JOIST w/ (12) 3/4"Ø
LAG SCREWS AT
LOCATION OF SISTER
2x6 @ 16"CC
HU HGR
(2) H8 TO TOP PL @ 32"CC
A34 EA SIDE OF JOIST
AT RAFTER TAIL
STUD PER PLAN
HDR PER PLAN
1 STUD PER PLAN
SHTG PER PLAN
EN
LEDGER PER PLAN JOIST PER PLAN
SHTG PER PLAN
I-JOIST WEB
STFNR AS IN
PROVIDE 3x BLKG @ LEDGER
w/ A35 EA END TO STUD;
ALT T&B TO AVOID CONFLICT
OF NAILS EA SIDE OF STUD
F
S301
AS IN
AS IN
G
S301
HSS PER PLAN
HSS PER PLAN
1/4 4
1/4 4
1 1
1/4 4
1 HSS PER PLAN
2x NAILER
SHTG
TRUSS
PER PLAN
F
JOIST PER PLAN
HGLS SADDLE
HANGER
SHTG
GLB PER PLAN
I JOIST PER PLAN
MIN
1'-0"
SHTG PER PLAN
SHTG PER PLAN
OUTRIGGER PER
PLAN
4 SHTG
SHTG PER PLAN
AS IN
I JOIST PER PLAN
SHTG
STUD PER PLAN
G
S301
SHTG
SHTG
TRUSS PER
PLAN
AS IN
H
S301
3 SHEAR PANEL BLOCKING SHTG
PER
SHTG PER PLAN
5 S515
STUD PER PLAN
DBL TOP PL
11 C-CHANNEL
PER PLAN
WT PER PLAN
MTL DECK PER
ARCH
A
A
1/4 6
1/4 6
MTL DECK
PER PLAN
1/4 6-12
SECTION A-A
NTS
S
S TA TE O F CA L I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
WILLIAM B.
RADER
No. 3592
10/23/2024 5:26:11 PM c:\revit\2023-0123_DRY CREEK WWTP_rvt22_CENTRAL_Francisco_O_Rodriguez.rvt S302
BUILDING
SECTIONS
DCWWTP OPERATIONS
AND LAB BLDG
2100 15.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
SECTION
S302
A 1/2" = 1'-0"
Section 8
SECTION
S302
B 1/2" = 1'-0"
FOR - 1
SECTION
S302
C 1/2" = 1'-0"
FOR - 2
DETAIL
S302
D 1/2" = 1'-0"
Section 1
DETAIL
S302
E 1/2" = 1'-0"
FOR 5
DETAIL
S302
F 1/2" = 1'-0"
FOR 6
DETAIL
S302
G 1/2" = 1'-0"
FOR 7
DETAIL
S302
H 1/2" = 1'-0"
FOR 8
DETAIL
S302
1/2" = 1'-0"
J
FOR 9
DETAIL
S302
L 1/2" = 1'-0"
FOR 11
NO. DATE DESCRIPTION
1 8/28/2024 PC Revisions
BID SET (PRELIMINARY)
D
D
D
D
END HOOKS & BENDS
FOR DEVELOPMENT OF
DEFORMED BARS
TIES & STIRRUPS
90° 45°
180°
135°
90°
MINIMUM INSIDE BEND DIAMETER
D=6d FOR #3 THRU #8
D=8d FOR #9 THRU #11
D=10d FOR #14 THRU #18
NOTE:
ALL HOOKS SHALL BE 90° OR 180° STANDARD
HOOKS UNLESS OTHERWISE SHOWN OR NOTED.
MINIMUM INSIDE BEND DIAMETER
D=4d FOR #3 THRU #5
D=6d FOR #6 THRU #8
12d
d d
3" M
6 IN
d
2 1/2" MIN
4d
DO NOT EDIT
3" MIN
6d FOR #3 THRU #5
12d FOR #6 THRU #8
180°
2 1/2" MIN
4d
D
D
D
REBAR
REBAR
PL PER
DETAILS,
2/3d MIN, TYP
NOTES:
1. REINFORCING TO BE WELDED, EXCEPT ASTM A706, SHALL CONFORM TO THE MATERIAL PROPERTY REQUIREMENTS OF ANSI/AWS D1.4, NEWEST EDITION.
2. ALL PREHEATING AND WELDING SHALL BE DONE IN ACCORDANCE WITH ANSI/AWS D1.4, NEWEST EDITION. ALL ELECTRODES FOR WELDING SHALL COMPLY WITH AWS CODE, E80 SERIES MINIMUM FOR ASTM A706 GR60 AND E90 SERIES MINIMUM FOR ASTM A615 GR60.
FOR HIGHER GRADE REINFORCING, REFER TO AWS D1.4, NEWEST EDITION, FOR ELECTRODE REQUIREMENTS.
3. ALL WELDING SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED LABORATORY.
4. GAPS BETWEEN REBAR AND PLATE SHALL NOTE EXCEED 1/4d OR 3/16", WHICHEVER IS LESS.
E = EFFECTIVE THROAT = .2d MIN
E
d
E
E
E
REBAR
MIN
2d
MIN
2d
A
A
d
1/8" MIN
d
6d
SEE AT
LEFT FOR
SIZE
SECTION A-A
TANGENT
POINT
WELD PARALLEL TO BAR LENGTH
REBAR
STEEL PL PER
DETAILS 2/3d
MIN, TYP
BUTT WELDED BAR
1/2d MIN D
SEE NOTE 4 1/2d MIN
DOUBLE LAYER BARS
SINGLE LAYER BARS
CORNER BARS MAY BE USED
IN LIEU OF SINGLE BEND
90° STD
HOOK
LAP
LAP
PROVIDE STD HOOK AT ENDS OF ALL
INTERIOR REBAR, TYPICAL
NOTE:
SEE CONCRETE NOTES FOR ADDL
REQUIREMENTS
90° STD
HOOK
LAP
HOOK
90° STD
HOOK
90° STD
HOOK
90° STD
HOOK
90° STD
HOOK
90° STD
LAP
HOOK
90° STD
AT SPLICE
LAP TYP
AS DIRECTED BY
GEOTECHNICAL ENGINEER
PIPE
CAULK WHERE
NECESSARY
LEAN-MIX
CONC FILL
ALL HORIZ PIPES TO CLEAR
SLEEVE BY 1" ALL AROUND;
WRAP RISERS w/ BLDG PAPER
AS REQD TO PREVENT BOND
UTILITY PIPES TO BE
LOCATED IN MIDDLE 1/3
OF TOTAL DEPTH OF
FTG; STEP FTG AS
REQD TO MAINTAIN
NO DIGGING FOR
TRENCH PARALLEL
TO FOOTING BELOW
THESE LINES
ROUGHEN TO
1/4" AMPLITUDE
MULTIPLE UTILITY PIPES
WHERE OCCUR, SHOWN
DASHED
UTILITY PIPE RISER
IN FTG, WHERE OCCURS
SLEEVE
NOTES:
1. THE PROVISIONS HEREIN ARE APPLICABLE TO
CONTINUOUS FOOTINGS AND GRADE BEAMS.
2. NO PIPES SHALL BE PLACED BELOW ISOLATED SPREAD
FOOTINGS OR WITHIN 2 TO 1 BEARING ZONE AROUND
SPREAD FOOTINGS.
3. REINFORCING SHALL NOT BE INTERRUPTED, CUT OR
DISPLACED BY PLACEMENT OF UTILITY PIPE.
4. LEAN MIX CONCRETE FILL TO BE PLACED BEFORE FOOTING
IS CAST (MONO-POUR FOOTING CONC OPTIONAL.) MAKE
SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE
TRENCH.
5. STEP FOOTING IF PIPE OCCURS OUTSIDE OF MIDDLE THIRD
OF ORIGINAL FOOTING DEPTH.
6. IF PIPE IS IN PLACE PRIOR TO CASTING CONCRETE, WRAP
PIPE w/ 1" STYROFOAM INSULATION IN LIEU OF SLEEVE.
7. UTILITY PIPES ARE NOT ALLOWED PARALLEL IN FOOTING.
8. MULTIPLE UTILITY PIPES (TWO OR MORE) MAY BE
INSTALLED AS SHOWN, PROVIDED THEY ARE SPACED A
MINIMUM OF (4) PIPE/CONDUIT DIAMETERS ON CENTER
WITH A MINIMUM OF 3" OF CONCRETE BETWEEN. PIPE
DIAMETER INDICATED IS THE ROUGH HOLE SIZE THRU
FOOTING.
9. UTILITY PIPE RISERS MAY OCCUR IN CONTINUOUS
FOOTINGS PROVIDED THEY ARE NO LARGER THAN
(FOOTING WIDTH/6) AND OCCUR WITHIN THE MIDDLE 1/2 OF
THE FOOTING WIDTH. MULTIPLE RISERS MAY OCCUR IF
SPACED AS NOTED ABOVE.
10. UTILITY PIPES PERPENDICULAR TO FOOTINGS AND MORE
THAN 2'-0" BELOW BOTTOM OF FOOTINGS DO NOT REQUIRE
LEAN-MIX CONCRETE ENCASEMENT, SUBJECT TO
ACCEPTANCE BY THE GEOTECHNICAL ENGINEER.
11. CONDITIONS NOT CONFORMING TO THE PARAMETERS
NOTED ABOVE SHALL BE REVIEWED ON A CASE-BY-CASE
BASIS.
D
D/3 D/3 D/3
9"
MIN
2'-0"
MIN
3"
SEE NOTES
SEE NOTES
MIN
6"
2'-6" MAX
MIN TRENCH
2'-0"
MIN
9"
1 2
2x6 BEVELED KEY
FULL WIDTH AT
12'' MAX VERTICAL
SPACING & 6"
EDGE DISTANCE TYP LONG
REINF
VERT REINF
WHERE OCCURS
OPTION:
USE METAL K-LATH IN LIEU
OF KEYS FOR FULL DEPTH OF
FOUNDATION AT UNEXPOSED
FOUNDATIONS ONLY.
ADD TIE OR
VERTICAL EA
SIDE OF JOINT
2" 2"
FOOTING
CURB/STEM WALL
WHERE OCCURS
TYP UNO
LAP
'D'/3 'D'/3 'D'/3
'D'
TYP
1"
1st POUR 2nd POUR
CONSTRUCTION JOINT (CJ) SLAB CONTROL JOINT (SJ) EXPANSION JOINT (EJ)
EXPANSION
JOINT MATERIAL
PER SPECS
#4 DOWELS x 3'-0" @
18"CC; CENTER ON
JOINT
1/8" SEMIRIGID
SEALANT
NOTES:
1. CONSTRUCTION JOINTS AND CONTROL JOINTS SHALL DIVIDE SLAB INTO AREAS NOT EXCEEDING 225 SQ FT WITHOUT REENTRANT CORNERS AND WITH LENGTH TO WIDTH RATIOS NOT EXCEEDING 1 1/2 TO 1. JOINT SPACING SHALL NOT EXCEED 15 FEET IN EITHER DIRECTION.
2. CONTRACTOR SHALL SUBMIT LAYOUT PLAN SHOWING PROPOSED CONTROL AND CONSTRUCTION JOINT LOCATIONS TO ARCHITECT & STRUCTURAL ENGINEER FOR REVIEW & APPROVAL.
3. SEMIRIGID SEALANT TO BE EUCLID EUCO #700 OR EQUAL.
3/8" RADIUS
TOOLED EDGES;
VERIFY w/ ARCH IF
SEALANT REQD
3/8" RADIUS
TOOLED EDGES
THICKEN SLAB 2" MIN
AT JOINT TYP
1/8" SAW
CUT
3/8" SEALANT OVER
5/8" PACKING MATERIAL
AT CONTRACTOR'S OPTION,
SLAB REINFORCING MAY
RUN THROUGH JOINT 24"
MIN IN LIEU OF DOWELS
PROVIDE 1/2"Øx18"
SMOOTH DOWELS @
18"CC AT ENTRIES &
ADA PATH
SEE PLAN FOR
SUBGRADE, TYP
T/4
1/2"JOINT
1"
'T'
6" MIN
1st POUR 2nd POUR
SJ, SEE OPTIONAL
SONOTUBE
BLOCKOUT
NOTES:
1. SLAB BLOCKOUT SHALL NOT EXTEND BEYOND FOOTING.
2. AT EXPOSED CONCRETE CONDITIONS, COORDINATE BLOCKOUT SHAPE AND SIZE w/ ARCH DWGS.
DOWEL TO
MATCH SLAB
REINF
EXTEND TYP SLAB
REINF AT EDGE OF
SLAB INTO BLOCKOUT
COLUMN PER
PLAN, TYP
SLAB BLOCKOUT (CJ), TYP SEE
OMIT DOWELS
EDGE CONDITION
DOWEL TO MATCH
SLAB REINF
EXTEND TYP SLAB REINF AT
EDGE INTO BLOCKOUT
CORNER CONDITION
MIN
6"
MIN
6"
INTERIOR CONDITION
6 S501
6 S501
SLAB ON GRADE
PER PLAN
SUBGRADE PER PLAN, MAINTAIN
THICKNESS AT SLAB DEPRESSION
NOTE:
DETAIL APPLIES TO DEPRESSION / STEPS ≤ 2". FOR LARGER
DEPRESSION / STEPS, SEE .
T
T
2" MAX
SEE ARCH;
PER
PLAN
PER
PLAN
1 6 MIN
2"
9/S501
.
#4 @ 18"CC
18"
18"
OPTIONAL CJ
ROUGHEN TO
1/4" AMPLITUDE
2" CLR
CONC SLAB ON
GRADE PER PLAN
SEE PLAN FOR
SUBGRADE
24" MAX
#4 CONT
THICKENED
EDGE
8"
4" MIN
ADDITIONAL #4 WHERE
STEP > 12"
#4 CONT T&B
#3 @ 18"CC
STD HK VARIES
OPTIONAL CJ,
ROUGHEN TO
1/4'' AMPLITUDE
SEE ARCH
8" MAX
6" UNO, 8" MAX
SEE ARCH
SEE PLAN FOR
SUBGRADE
SLAB ON GRADE
PER PLAN
VARIES
9 S501
8 S501
SILL PL OR TRACK
#3 @ 18"CC, TYP
#4 CONT
#4 CONT
SLAB DEPRESSIONWHERE OCCURS
WOOD OR METAL
STUDS PER
1/2"Øx6" EMBED AB @ 48''CC,
TYP AT NON-BEARING WALLS.
AT BRG AND SHEAR WALLS,
SEE #3 @ 18"CC
CAP TIE
WHERE 'W'≥10''
VARIES
STD HK
SEE PLAN FOR
SUBGRADE
OPTIONAL CJ,
ROUGHEN TO
1/4" AMPLITUDE
6" MAX
SLAB ON GRADE
PER PLAN
SEE ARCH
VARIES
'W' SEE ARCH
OR
TOC
SEE ARCH FOR
#4 CONT
A
S513
A
S513
1 1
HOUSEKEEPING PAD AS
REQD, SEE MECH/ELEC
DRAWINGS FOR
LOCATION AND EXTENT
#4 @ 18"CC TYP AT
PERIMETER
CONC SLAB ON GRADE
PER PLAN
#4 @ 12"CC EW
@ MID-DEPTH
OF PAD
#4 CONT
TYP
ROUGHEN TO 1/4''
AMPLITUDE,
MONOLITHIC POUR
OPTIONAL
TYPICAL SLAB
REINFORCING
18"
18"
SEE PLAN FOR
SUBGRADE
TYP
2" CLR
SEE MECH/ELEC
DRAWINGS FOR
EQUIP ATTACHMENT
ADDL DOWELS @ 18"CC NEAR
CL OF PAD WHEN LENGTH OR
WIDTH OF PAD EXCEEDS 10'
4" TYP, 6" MAX
PER MECH/ELEC
6" MIN
(14) BOLT DIA
COORD w/ EQUIP LAYOUT
DRILL & EPOXY #4 DOWEL w/ 2 1/2"
EMBED @ (E) SLAB CONDITION;
4" MIN SLAB THICKNESS
CL EQUIP
ATTACHMENT
4 S501
SLOPE IF REQD
BY SOIL CONDITION
INDICATED ON
FOUNDATION
PLAN BY:
90° STD HOOK,
TYP
NOTE:
VERTICAL BARS OR TIES NOT SHOWN FOR CLARITY.
PROVIDE AS NOTED ON DRAWINGS. VERTICAL BARS
TYPICALLY TO EXTEND BOTTOM BAR UNO.
* ALTERNATE AT
CMU WALL: USE
16" RISE & 32" RUN
S S
S S
D
CLR
3"
TYP
LAP
PER SCH
CLR
3"
MIN
2 x "S"
18" MAX
"S"*
CLR
3"
CLR
2"
MIN
D
TYP
LAP
PER SCH
CLR
2"
AT FIRST STEP
"D" + 2 x "S"
6"MIN PIPE THRU STEM
WALL AS OCCURS
SEE
ADD DIAGONAL BARS TO
MATCH LONGITUDINAL BARS
IN SIZE AND SPACING
CLR
2"
CLR
"S"
18"
MAX
3"
7 S501
PROVIDE 3" MIN
CONC COVER ALL
AROUND COLUMN
AND BASE PL
SLAB ON GRADE
HSS COLUMN
TYP
3" CLR
EQUAL EQUAL
SEE SCHEDULE
CLR
3"
SEE
SCH
CLR
2"
MIN
8"
CL COL
TOC
TOF
SLAB
BLOCKOUT
BASE PL
SEE FTG SCH
FOR REINF
16 S501
FOOTING
FINISHED GRADE
NATIVE UNDISTURBED
SOIL OR ROCK
ENGINEERED FILL
RELATIVE COMPACTION
GREATER THAN OR EQUAL
TO 95%, AT LEAST 3%
OVER OPTIMUM MOISTURE
MOISTURE CONDITIONED FILL
RELATIVE COMPACTION
BETWEEN 90% TO 93%,
AT LEAST 3% OVER
OPTIMUM MOISTURE
REQUIRED DEPTH OF
ENGINEERED FILL SHALL
BE VERIFIED IN FIELD BY
GEOTECHNICAL
ENGINEER
SLOPE AS REQD BY
GEOTECHNICAL REPORT
5'-0"
D≥0
SECTION
SEE
EDGE OF
FTG
LIMITS OF
ENGINEERED FILL
HSS COL
PL 5/8" OVER 1 1/2" FLOWABLE
NON-SHRINK GROUT
'BCOL' + 6"
'BCOL' + 6"
.
EQ EQ
1 1/2" 1 1/2"
.
EQ EQ
1 1/2" 1 1/2"
1/4
CL COL
(2) 1 1/16"Ø HOLES FOR
3/4"Ø x 1'-6" F1554 GR 36
ANCHOR RODS w/ DBL NUTS
AND 6" PROJECTION; PROVIDE
F844 WASHERS ABV & BLW
BASE PL
CL COL
S
S TA TE O F CA L I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
WILLIAM B.
RADER
No. 3592
10/23/2024 5:26:12 PM c:\revit\2023-0123_DRY CREEK WWTP_rvt22_CENTRAL_Francisco_O_Rodriguez.rvt S501
TYPICAL CONCRETE
DETAILS
DCWWTP OPERATIONS
AND LAB BLDG
2100 15.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
DETAIL NO SCALE
S501
1 STANDARD REBAR
HOOKS & BENDS
300SD001
DETAIL NO SCALE
S501
2 REBAR WELDING
300SD002
DETAIL NO SCALE
S501
3 INTERSECTION & CORNER
REINF AT FTGS
200SD011
DETAIL NO SCALE
S501
4 FOOTINGS AT UTILITY
PIPES
200SD003
DETAIL NO SCALE
S501
5 FOUNDATION
CONSTRUCTION JOINT
200SD012
DETAIL NO SCALE
S501
6 SLAB ON GRADE JOINTS
310SD001
DETAIL NO SCALE
S501
7 SLAB ON GRADE
BLOCKOUT
310SD002
DETAIL NO SCALE
S501
8 SLAB DEPRESSION
310SD004
DETAIL NO SCALE
S501
9 STEP IN SLAB 310SD003
DETAIL NO SCALE
S501
10 CURB AT SOG
310SD006
DETAIL NO SCALE
S501
11 CURB AT SLAB
DEPRESSION
310SD007
DETAIL NO SCALE
S501
12 HOUSEKEEPING PAD AT
SLAB ON GRADE
310SD005
DETAIL NO SCALE
S501
13 FOOTING STEP 200SD016
DETAIL NO SCALE
S501
14 SPREAD FOOTING
210SD011
DETAIL NO SCALE
S501
15 ENGINEERED FILL
200SD001
DETAIL NO SCALE
S501
16 BASE PLATE AT HSS
COLUMN
510SD005
NO. DATE DESCRIPTION
1 8/28/2024 PC Revisions
BID SET (PRELIMINARY)
NAILING SCHEDULE
600SN002
ALL NAILS FOR STRUCTURAL WORK SHALL BE COMMON WIRE NAILS UNO, CONFORMING TO THE FOLLOWING MINIMUM SIZES:
8d - 0.131" SHANK DIA (0.281" HEAD DIA) x 2-1/2"
10d - 0.148" SHANK DIA (0.312" HEAD DIA) x 3"
10d SHORT - 0.148" SHANK DIA (0.312" HEAD DIA) x 1 1/2" 16d - 0.162" SHANK DIA (0.344" HEAD DIA) x 3 1/2"
20d - 0.192" SHANK DIA (0.406" HEAD DIA) x 4"
20d BOX - 0.148" SHANK DIA (0.375" HEAD DIA) x 4"
40d BOX - 0.162" SHANK DIA (0.406" HEAD DIA) x 5"
RSRS-03 - 0.131" SHANK DIA (0.281" HEAD DIA) x 2 1/2" (ROOF SHTG RING SHANK) HOLES SHALL BE PRE-DRILLED WHERE NECESSARY TO PREVENT SPLITTING. NAILING NOT NOTED BELOW OR ON PLANS SHALL BE A MINIMUM OF TWO NAILS AT EACH CONTACT. 8d FOR 1x MATERIAL AND 16d FOR 2x MATERIAL.
1. JOISTS OR RAFTERS------SAWN LUMBER BRG ON PLATES TN EACH SIDE--------------------(2)10d I-JOISTS BRG ON PLATES EACH SIDE OF WEB------------(2)10d LAPPED TO SIDES OF STUDS 2x4, 2x6 -----------------------------(3)16d 2x8 - 2x12 --------------------------(4)16d
2. STUDS TO BEARINGS----- 2x4 STUDS TN EACH SIDE--------------------(2)10d (3x, 4x SIM) EN IN LIEU OF TN----------------(2)16d
2x6 AND 2x8 STUDS TN EACH SIDE ------------------- (3)10d EN IN LIEU OF TN----------------(3)16d
2x10 AND 2x12 STUDS TN EACH SIDE--------------------(4)10d EN IN LIEU OF TN----------------(4)16d
3. BLOCKING--------------------- BETWEEN JOISTS, RAFTERS TN EACH SIDE EACH END----(2)10d OR STUDS EN IN PLACE OF TN-------------(2)16d
BETWEEN JOIST OR TN EA SIDE ----------------------- (3)10d
RAFTER BEARINGS (PLATES)
4. CONTINUOUS RIM-----------TO DBL TOP PLATES TN EA SIDE---------------16d @ 16"CC
OMIT WHERE SHEAR TRANSFER
FASTENERS PER .
OCCUR
5. LEDGERS ----------------------TO STUDS 1x LEDGER ------------------------(2)8d 2x LEDGER-------------------------(3)16d
6. DOUBLE TOP PLATES -----LOWER PLATE TO 2x4 STUD-----------------------------------------------------(2)16d LOWER PLATE TO 2x6 OR 2x8 STUD------------------------------------------(3)16d UPPER PLATE TO LOWER PLATE -------------SEE .
7. SILL PLATES ------------------TO PARALLEL FRAMING--------------------------------------------------16d @ 12"CC TO PERPENDICULAR FRAMING -------EACH CONTACT------------------(2)16d
8. MULTIPLE STUDS---------- STAGGER FOR WIDTHS MORE THAN 4" ----------------------------16d @ 12"CC
9. BUILT UP BEAMS -----------(2)2x MEMBERS, TOP AND BOTTOM ------------------16d @ 12"CC CLINCHED 3 OR MORE 2x MEMBERS -----------------------------------------1/2" DIA BOLTS @ 12"CC STAGGERED
10. CEILING STRIPPING ----- HOLES SHALL BE PRE-DRILLED FOR 1x ------------ (2)8d (1-SLANT) NAILS AT ENDS OF STRIPPING BOARDS.
WHERE CEILING IS PLASTER OR 5/8" 2x ------------(2)16A (1-SLANT)
GYPSUM USE ANNULAR RING NAILS
(NO SLANT).
11. SHEAR WALL NAILING-------------------------------------------------------- SEE .
12. FLOOR OR ROOF NAILING-----------------SEE PLAN NOTES AND .
13. NON-STRUCTURAL -------AT EDGES AND INTERIOR HDG CASING NAILS-------------6d @ 6"CC
SIDING SUPPORTS
14. NON-STRUCTURAL -------AT EDGES NAILS TO MATCH SHEAR WALLS @ 6"CC SHEATHING AT FIELD NAILS TO MATCH SHEAR WALLS @ 12"CC
15. USE DEFORMED SHANK NAILS FOR ALL FLOOR SHEATHING.
16. ALL EXPOSED FASTENERS SHALL HAVE A ZINC-COATING CORROSION RESISTIVE SURFACE.
17. NAILS USED INTO PRESSURE TREATED OR FIRE RETARDANT MATERIAL SHALL BE HOT-DIPPED GALVANIZED PER ASTM A123 OR STAINLESS STEEL.
2/S511
9/S511
2/S511
1/S512
1 1
1 16d @ 12"CC
MIN UNO
NO HORIZ JOINT
@ SHEAR WALLS
SILL NAILING
INDICATES CORRESPONDING NOTE FROM NAILING SCHEDULE. THIS
IS THE MINIMUM REQUIRED NAILING, SHEAR WALL SCHEDULE NAILING SUPERCEDES THIS DETAIL.
INDICATES CORRESPONDING NAILING FROM SHEAR WALL SCHEDULE .
NOTES:
SHEAR TRANSFER CLIP
AT SHEAR WALL
LVL
ABV
#
X
11 10
C
E 10
C
11 11
10 C
10 C
3 1
6 F
5 3
11 1
LVL
E ABV
610SD001
5/8"Ø x 12" AB
4'-0"CC, TYP
UNO ON PLAN
18" AB @ CURB
(20) 16d EQ
SPACED, TYP
2x TRIMMER, TYP;
(2) 2x TRIMMER
WHEN OPNG > 6'-0"
UNO ON PLANS
2x PTDF SILL PL
UNLESS NOTED 3x
ON SHEAR WALL
SCHEDULE
2x (LESS THAN 6'-0")
(2) 2x (6'-1" TO 10'-0")
TREAT END w/
PRESERVATIVE AT
CURB WHERE OCCURS
2x BLKG @
SHTG JOINTS
UNLESS NOTED
3x ON SHEAR
WALL SCHEDULE
CONDITION
WHERE BOLT
OCCURS AT
STUD
(20) 16d EQ SPACED BTWN SPLICES
OR 16d @ 16"CC STAGGERED,
WHICHEVER REQUIRES MORE NAILS
2x BLKG
2x KING STUD, TYP;
(2) 2x KING STUD &
SIMPSON A35 T&B
WHEN OPNG > 6'-0"
UNO ON PLANS
(8) 16d, TYP
HEADER
PER SCH
2x STUDS
@ 16"CC
(6) 16d
HDG,
TYP
PROVIDE WASHER AS NOTED
IN WOOD NOTES
(2) 2x CONT
TOP PL UNO
(2) 16d @ 2x4 STUDS
(3) 16d @ 2x6 & 2x8 STUDS
HDG @ SILL COND
PROVIDE HOLE
FOR BOLT & CSK
FOR NUT & WASHER
AS REQD
SIMPSON A35 T&B EA END OF HEADER AT
ALL EXTERIOR WALLS AT OPENINGS WIDER
THAN 8'-0" OR WHERE KING STUD IS 3x AND
GREATER
(2) 16d @ 2x4
(3) 16d @
2x6 & 2x8
HEADER
'D'
SPLICE, TYP
4'-0" MIN LAP
* * *
BOTT PL
BREAK
WIDTH OF
OPENING
0 TO 4'-0"
4'-1" TO 6'-0"
6'-1" TO 8'-0"
TYP UNO ON PLAN OR IN PLAN NOTES
8"
10"
12"
NOMINAL HEADER
DEPTH 'D'
> 8'-0" SEE PLAN
HEADER SCHEDULE
NOTES:
1. HEADER SHALL BE FULL WIDTH
OF STUD WALL.
2. PROVIDE POSTS & ANCHORS AT
HOLDOWNS WHERE OCCUR PER
PLAN, SEE .
3. AT OPENINGS FOR MECH DUCTS,
SEE .
4. FOR SHEAR WALL NAILING, SEE
SCH AND .
5. LOCATE TOP PLATE BREAKS
OVER STUDS.
1 1/2"
END OF SILL PL OR NOTCH OR
HOLE WIDER THAN 1/3 PL WIDTH
TOP PL
BREAK
* = 9" MAXIMUM
6" MINIMUM
4/S512
4/S512
4/S512
SHTG
TYP SHTG TYP
T-CORNER INTERSECTION CORNER T-CORNER
(2) SIDED
CORNER
(2) SIDED
1/4" CLR BTWN SHTG
16d @ 16"CC
TYP
16d @ 16"CC
TYP
INDICATES CORRESPONDING NOTE FROM NAILING SCHEDULE ON
GENERAL NOTES SHEET. THIS IS THE MINIMUM REQUIRED NAILING, SHEAR WALL SCHEDULE NAILING SUPERCEDES THIS DETAIL.
INDICATES CORRESPONDING NAILING FROM SHEAR WALL SCHEDULE .
NOTES:
2/S511
TYP
#
X
C 10 13
NOTE:
HOLES SHALL BE DRILLED SO AS
NOT TO SPLINTER THE STUD.
w/3 MAX FOR SINGLE STUDS,
3W/5 MAX IF THE STUD IS
DOUBLED AND NOT MORE THAN
TWO SUCH SUCCESSIVE
DOUBLED STUDS ARE SO
BORED
W
MAX
5/8"
MAX
5/8"
MAX
W/4
W
MIN
W
MIN
NOTE:
HOLES SHALL BE DRILLED SO AS
NOT TO SPLINTER THE STUD.
NO NOTCHES IN MIDDLE
1/2 OF SPAN; WHERE
NOTCHES OCCUR,
PREDRILL CORNERS PER
W
MAX
5/8"
MAX
5/8"
MAX
W/4
MAX
6"
W
MIN
W
MIN
5 S511
1/2" RADIUS
NOTES:
1. PREDRILL CORNERS OF NOTCHES SO AS NOT TO OVER CUT.
2. NOTCHES IN THE BOTTOM OF JOISTS ALLOWED ONLY WHERE
SPECIFICALLY SHOWN ON DRAWINGS.
3. APPLIES TO SAWN LUMBER MEMBERS ONLY. NO NOTCHES
ALLOWED IN OTHER TYPES OF MEMBER UNLESS SPECIFICALLY
DETAILED IN THE DRAWINGS.
NO NOTCHES IN
MIDDLE 1/3 OF
SPAN
'D'
D/10
MAX
D/4
MAX MIN
2"
D/4 OR 2"
MAX, TYP
D/3
MIN
2xD MIN
5 S511
SIMPSON CS16
STRAP EA SIDE
OF TOP PLATE
AS REQD
FOR 'D' GREATER THAN 1/3 W
OR 2", PROVIDE STRAP AT EA
SIDE AS SHOWN. 2W/3 MAX.
HOLE FOR PIPE
CENTERED ON
MEMBER
PLAN - HOLE IN DOUBLE TOP PLATES NOTCH IN PLATES
ANCHOR BOLTS
AS REQD
FOR 'D' GREATER THAN 1/3 W,
PROVIDE ANCHOR BOLTS AT 9"CC
MAX AND 6"CC MIN AT EA SIDE
OF HOLE. PROVIDE MIN OF
(2) AB PER SILL PIECE.
PLAN - HOLE IN SILL PLATE
(6) 6D EA
END OF STRAP
NOTCH IN
MEMBERS
PREDRILL
CORNERS
PER
NOTE:
FOR MULTIPLE HOLES AND NOTCHES, MAINTAIN 18" CLEAR MIN AND EXTEND STRAP 12" PAST LAST HOLE OR NOTCH.
PROVIDE STRAP AT ALL
NOTCHES. MAX NOTCH
D = W/3.
DO NOT
OVERCUT
12"
MIN
W
D D
W D MAX 6"
12"
MIN
12"
MIN
TIE SPLICE LAP SPLICE
TO OCCUR AT 4'-0"CC
ACROSS BLDG AT RAFTER
OR JOIST SPLICE
RAFTER OR
JOIST
SUPPORT
NAILS PER
SCH
NUMBER OF
SPLICE NAILS
NAILS PER SCHEDULE
EA SIDE OF SPLICE
@ 4'-0"CC
2x SCAB x 2'-0" LONG LAP JOISTS
1'-0"
SPLICE AT RAFTER
OR JOIST
MEMBER
SIZE
2x4 & 2x6
2x8 & 2x10
2x12 & 2x14
(3) 16d
(4) 16d
(5) 16d
SIMPSON TB X-BRIDGING, SOLID BLOCKING,
OR 2x3 X-BRIDGING w/ (2) 8d TN EA END;
NAIL BOTT AFTER SHTG IS IN PLACE.
NOTE:
SIMILAR AT SOLID SAWN FRAMING. DETAIL OCCURS AT
8'-0"CC AT FLOORS AND 10'-0"CC AT ROOFS. OMIT AT
SOLID SAWN ROOF RAFTERS 8" DEEP AND SMALLER,
UNO.
ROOF OR FLOOR
SHEATHING
ROOF OR FLOOR
JOIST TYP
EDGE NAILING
(EN)
FIELD NAILING
(FN)
NOTES:
1. SEE PLAN FOR SHEATHING TYPE AND NAIL SIZE AND SPACING.
2. PROVIDE EN AT ALL SHEET EDGES, BEAMS, SHEAR WALLS, BLOCKING, AND MECHANICAL UNITS.
3. EN SHALL BE PER PLAN.
FN SHALL BE @ 12"CC. NAIL SIZE TO MATCH EN.
4. PROVIDE FLAT BLOCKING AND EN AT ALL UNSUPPORTED EDGES WHERE BLOCKING AND NAILING ARE INDICATED ON PLAN.
5. STAGGER SP JOINTS AS SHOWN. MINIMUM PANEL DIMENSION IN EITHER DIRECTION IS 24".
6. EN SHALL BE 10d NAILS, UNO.
7. FRAMING AT PANEL EDGES, SHALL BE 3x WHERE NAILS ARE
SPACED < 3"CC.
8. ALL 3x AND GREATER MATERIAL IN DIAPHRAGMS SHALL BE LESS THAN 19% MOISTURE CONTENT UNLESS SPECIFICALLY ALLOWED BY SEOR IN WRITING.
2x4 FLAT BLOCKING
WHERE OCCURS
(2) ROWS EN ALL
BEAMS AND SHEAR
WALLS
LAY SHEETS
PERPENDICULAR
TO FRAMING
UNO ON PLAN
FRAMING
PLAN BM WHERE OCCURS
OPEN
NOTE:
OPENINGS TO BE 4'-0" SQUARE MAXIMUM
SPACING NO CLOSER THAN 6'-0"CC
FLOOR OR ROOF
FRAMING
2x6 BLKG MIN,
TYP
SIMPSON
ST22, TYP
(2) 2x BLKG,
MATCH DEPTH
OF FRAMING
SP SHEATHING
JH OR L50
CLIP, TYP
RAFTERS
DBL JOISTS OR
JOISTS
4x6 BLKG CENTERED
BELOW CL OF CURB
CONNECTOR TYPICAL
SIMPSON LUS46
HANGER, TYP @ BLKG
TO BLKG, & BLKG
TO JOIST
DASH INDICATES EXTENT
OF MECH UNIT ABOVE
ROOF SHEATHING
PLACE MECH UNIT SO
ENDS DO NOT ALIGN
WITH JOISTS
NOTE:
ALL UNITS SHALL BE PLACED TO ELIMINATE JOISTS
WHICH MUST BE HEADED OFF FOR PLENUMS
PROVIDE WEB STFNR @
I-JOIST BLKG
16d @ 12"CC
STGRD
POST
BEAM
PARALLEL PERPENDICULAR
BEAM
(3)16d
A35
CLIP (A34
AT 2x4
INT WALL)
POST
END
POST
POST
SIDE FRONT
FULL HT STUD
EA SIDE
(3) 16d
EA STUD
2x BLKG
EA SIDE
TOP PL
OVER BM
(2) 10d TN EA FACE
w/ (20) 16d MIN
4'-0" MIN LAP
TOP OFPOST
SIMPSON CCQ
CONN INVERTED
ELEVATION
SIMPSON ECCQ
CONN INVERTED
SIMPSON CCQ CONN
SIMPSON ECCQ
CONN
GLULAM BM
WOOD COL ABOVE
WHERE OCCURS
ELEVATION SECTION
DAP CAP INTO
BM WHEREVER
REQD FOR SMOOTH
FINISHES TYP TOP
OR BOTTOM
WHERE GLULAM BM
BEARS OVER STUD WALL,
THE TOP PL SHALL BE
CONTINUOUS AT CONNECTOR
w/ POST BLW
WOOD POST
USE VERT SLOTTED HOLES
AT UPPER BOLT TYP
NOTE:
1. GLULAM BM SHOWN.
ENGINEERED LUMBER BM
SIMILAR.
WOOD POST
SLAB ON GRADE
CONC PAD FTG
PER PLAN CONT
FTG, SIM
SIMPSON CBSQ
CL POST AND
FOOTING
S
S TA TE O F CA L I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
WILLIAM B.
RADER
No. 3592
10/23/2024 5:26:14 PM c:\revit\2023-0123_DRY CREEK WWTP_rvt22_CENTRAL_Francisco_O_Rodriguez.rvt S511
TYPICAL FRAMING
AND NAILING
DETAILS
DCWWTP OPERATIONS
AND LAB BLDG
2100 15.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
DETAIL NO SCALE
S511
1 TYPICAL NAILING
600SD011
DETAIL NO SCALE
S511
2 STRUCTURAL WALL
FRAMING
600SD001
DETAIL NO SCALE
S511
3 STRUCTURAL STUD
FRAMING CONDITIONS
600SD014
DETAIL NO SCALE
S511
4 HOLE OR NOTCH AT STUD
600SD013
DETAIL NO SCALE
S511
5 NOTCHES IN JOISTS &
HEADERS
600SD101
DETAIL NO SCALE
S511
6 HOLE OR NOTCH THRU
PLATES
600SD012
DETAIL NO SCALE
S511
7 JOIST & RAFTER SPLICE 600SD102
DETAIL NO SCALE
S511
8 CROSS BRIDGING 600SD100 DETAIL NO SCALE
S511
9 FLOOR & ROOF NAILING
620SD100
DETAIL NO SCALE
S511
10 OPENING IN FLOOR OR
ROOF
600SD104
DETAIL NO SCALE
S511
11 MECHANICAL UNIT
SUPPORT AT JOISTS
600SD103
DETAIL NO SCALE
S511
12 POST & BEAM
CONNECTION
600SD200
DETAIL NO SCALE
S511
13 BEAM AT POST w/ CAP
660SD001
DETAIL NO SCALE
S511
14 POST BASE
663SD001
NO. DATE DESCRIPTION
1 8/28/2024 PC Revisions
BID SET (PRELIMINARY)
1/S512
NOTES:
A. APA RATED SHEATHING GRADE.
B. ALL TOP PLATES SHALL BE (2) 2x NOMINAL UNO ON SECTIONS OR DETAILS. NAILING SHALL BE STAGGERED BETWEEN PLATES.
C. FOR SHEAR WALL NAILING AND FRAMING REQUIREMENTS, SEE .
D. PROVIDE 12" LONG ANCHOR BOLTS EXCEPT AT CONCRETE OVER METAL DECK WHERE A MINIMUM OF 5" EMBEDMENT IS REQUIRED.
PROVIDE 18" LONG ANCHOR BOLTS AT CURBS, TYP. SEE WOOD NOTES ON GENERAL NOTES SHEET FOR WASHER REQUIREMENTS.
E. SHEAR/SILL FASTENERS ONLY REQUIRED WHERE INDICATED ON SECTIONS AND DETAILS. WHERE INDICATED, FASTENERS SHALL BE SIMPSON SDS 1/4" DIAMETER SCREWS x 4-1/2" LONG AT 2x SILLS AND 6" LONG @ 3x SILLS.
F. SHEAR TRANSFER CLIPS ARE ONLY REQD WHERE INDICATED ON SECTIONS AND DETAILS. WHERE INDICATED, CLIPS SHALL BE SIMPSON LTP4 WITH 0.131x2 1/2" NAILS (INSTALLED WITH LONG DIMENSION HORIZONTAL)OR A35 CLIPS.
SHEAR WALL SCHEDULE
15/32" APA RATED SHEATHING
15/32" SHTG
(1) SIDE
STUDS & BLKG
@ PANEL
JOINTS
2x
SILL & TOP
PLATES
SHEATHING
EDGE NAILING
10d @ 3"CC
STAGGERED
10d @ 6"CC
ANCHOR BOLT
SPACING
5/8"Ø @ 48"CC
SHEAR/SILL
TRANSFER
FASTENERS
SDS @ 12"CC
SHEATHING
MATERIAL
15/32" SHTG
(1) SIDE
15/32" SHTG
(1) SIDE
15/32" SHTG
(1) SIDE
15/32" SHTG
(2) SIDES
15/32" SHTG
(2) SIDES
15/32" SHTG
(2) SIDES
2x
3x
3x
3x
ALL STUDS
3x
ALL STUDS
3x
ALL STUDS
2x
2x TYP UNO
3x @ FND
2x TYP UNO
3x @ FND
2x TYP UNO
3x @ FND
2x TYP UNO
3x @ SILL PL
2x TYP UNO
3x @ SILL PL
10d @ 4"CC
10d @ 2"CC
STAGGERED
10d @ 3"CC
STAGGERED
10d @ 2"CC
STAGGERED
10d @ 4"CC
5/8"Ø @ 32"CC
5/8"Ø @ 32"CC
5/8"Ø @ 24"CC
5/8"Ø @ 24"CC
5/8"Ø @ 16"CC
5/8"Ø @ 12"CC
SDS @ 8"CC
SDS @ 8"CC
SDS @ 6"CC
SDS @ 8"CC INTO RIM
& 8"CC INTO 2x BLKG
@ 12"CC
SHEAR
TRANSFER
CLIPS
@ 8"CC
@ 8"CC
@ 6"CC
@ 8"CC
(2) SIDES
@ 8"CC
(2) SIDES
@ 6"CC
(2) SIDES
2x
A B C D E F
Mk
1 2
3 4
5 6
7 SDS @ 8"CC INTO RIM
& 8"CC INTO 2x BLKG
SDS @ 6"CC INTO RIM
& 6"CC INTO 2x BLKG
NOTES:
1. HD ANCHORS DO NOT REPLACE SILL BOLTS AT FOUNDATION.
2. DOUBLE HOLDOWN CONDITION, INDICATED WITH (2).
HD ANCHOR AND POST SCHEDULE
HDU2
ROD
DIAMETER
5/8"
ALTERNATE
ANCHOR @
FOUNDATION
ALTERNATE
STRAP @
FLOOR
FRAMING
NONE
MSTC66
POST @
SINGLE HD
MINIMUM
(2) 2x
POST @
DOUBLE HD
MINIMUM
4x
HOLDOWN
SSTB20
(16 5/8" MIN EMBED)
MSTC78
Mk
2 4
5 8
11 14
HDU4
HDU5
HDU8
HDU11
HDU14
5/8"
5/8"
7/8"
1"
1"
SSTB20
(16 5/8" MIN EMBED)
SSTB24
(20 5/8" MIN EMBED)
SSTB34
(28 7/8" MIN EMBED)
NONE
NONE
NONE
NONE
NONE
(2) 2x
(2) 2x
4x
6x
6x
4x
4x
6x
8x
8x
NOTES:
1. SEE SCHEDULE FOR SHEATHING TYPE AND NAIL SIZE AND SPACING.
2. PROVIDE EN AT ALL SHEET EDGES, SILL PL, TOP PL, BLOCKING, AND POSTS. AT ALL SHTG SHOWN ON THE STRUCTURAL DRAWINGS, EN SHALL BE 6"CC MIN.
3. EN SHALL BE 10d NAILS, UNO.
4. FN SHALL BE @ 12"CC. NAIL SIZE TO MATCH EN.
5. MINIMUM PANEL DIMENSION IN EITHER DIRECTION IS 12".
6. SEE SHEAR WALL SCHEDULE FOR INFORMATION NOT NOTED.
7. EDGE NAILING INTO ALL PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED. STAINLESS STEEL MAY BE USED AS AN OPTION.
8. SHEAR WALL LENGTH ON PLAN INDICATES MINIMUM, CONTINUOUS REQUIRED LENGTH. ACTUAL SHEAR WALL LENGTH SHALL EXTEND TO WALL ENDS, CORNERS, OR OPENINGS PER ARCH DWGS UNO.
9. COORDINATE SIDE OF WALL TO RECEIVE SHEATHING WITH ARCH DWGS.
NOTIFY ARCHITECT OF CONFLICTS PRIOR TO COMMENCING ANY WORK.
STAGGERED
NAILING DETAIL
EDGE NAILING
(EN) PER SCH
FIELD NAILING
(FN)
EN SHALL BE EQUALLY
DISTRIBUTED TO EA
TOP PL
HOLDOWN
PER PLAN
SILL PL PER SCH
w/ HDG EN TYP
DBL TOP PL
EDGE BLOCKING w/
EN PER SCHEDULE
INTERIOR EDGE
ELEVATION
POST WHERE OCCURS
3x
ANCHOR BOLT
PLACEMENT
2x4 OR 2x6
2x8 & LARGER
2 3/4" @ 2x6
1 3/4" @ 2x4
CL @ (2) SIDED
2 3/4" @ ONE
SIDED STUD;
PL WASHER
PER SCH
3/8"
1/2"
3/8"
SEE PLAN NOTES
SHEAR WALL EXTENT
FS FS
PANEL JT MIN
1/2" 3/4"
MIN
1/2"
HOLDOWN POST
ANCHOR BOLTS
PER SCH
PL WASHER
PER WOOD
NOTES
1/2" MAX EDGE
OF WASHER TO
EDGE OF SILL
D
C
C
B
C
SHEATHING
PER SCH A
OPEN
NOTE:
1. OPENINGS TO BE 4'-0" SQUARE MAXIMUM
SPACING NO CLOSER THAN 6'-0"CC
2. OPENINGS IN DESIGNATED SHEAR WALLS
NOT PERMITTED UNLESS SPECIFICALLY
DETAILED ON PLAN
STUD WALL FRAMING
2x4 BLKG MIN,
TYP
SIMPSON
ST22 TYP
(2) 2x SILL,
MATCH DEPTH
OF FRAMING UNO
WALL SHEATHING
WHERE OCCURS
KING STUDS, TRIMMERS, AND
HEADERS PER UNO
SIMPSON DRIVE SCREW SPLICE
SIMPSON DRIVE SCREW SPLICE
NOTE:
FASTENERS WILL OCCUR AT EA SIDE OF SPLICE TO ESTABLISH CONTINUITY OF DBL TOP PL.
DBL 2x TOP PL
2 1
(10) 1/4"Øx3" SDS
EQUALLY SPACED
SPLICE
4'-0" MIN
MIN
6"
MIN
6"
SPLICE
4'-0" MIN
DBL 2x TOP PL
(20) 1/4"Øx3" SDS
EQUALLY SPACED
CL SPLICE
CL SPLICE
(2) ROWS, STAGGERED, OF
(10) 1/4"Øx3" SDS EQUALLY
SPACED (20) SDS TOTAL
(2) ROWS, STAGGERED, OF
(5) 1/4"Øx3" SDS EQUALLY
SPACED (10) SDS TOTAL
ANCHOR ROD
SEE SCHEDULE
NO CURB
PL5/16x3x0'-3"
w/ DBL NUTS (SIMPSON
BP 7/8 IS ACCEPTABLE)
WITH CURB
SIMPSON CNW TYP
AS REQD FOR CURB
CONDITION
SIMPSON HDU TYPE
HOLDOWN SEE PLAN
FOR SIZE AND LOCATION
OVERSIZE HOLE FOR HD
BOLT AS REQD FOR NO
CONTACT WITH BOLT
SIMPSON SDS SCREWS
1/4"Ø x 2 1/2", INSTALL PER
MFR RECOMMENDATIONS
ADDL #4 EA SIDE
OF ANCHOR
12"
(2) ROWS SP EN
FULL HEIGHT
SILL PL
HD POST
PER
TYP TYP
@ DBL
TYP
3"CLR
TYP ALL AROUND
4" CLR MIN
B
S512
B
S512
5 S512
6 S512
SSTB ALT
3 1/4" MIN @ SSTB
ALTERNATIVE
VERIFY SLAB EDGE
w/ ARCH
2x STUD
KING/HD POST
PER TYP
PLAN
2x TRIMMER
T-CORNER AT DOOR
EN
EN
2x STUD
MIN
EN
AT WINDOW
SILL BOLTS
PER SCH TYP
AT CORNER
EN TYP
SIMPSON HDU
PER TYP
EN AT HD
POST TYP
EN SHTG
16d@16"CC
2x TRIMMER
MIN
3"
MIN
3"
MIN
3"
MIN
3"
2" @ HDU11
1 1/2"TYP
B
S512
4 S512
NOTE: FOR DOUBLE SIDED
SHEAR SEE
SIM.
6/S512
1" CLR
1" CLR
1" CLR
1" CLR
SHEAR TRANSFER
SCHEDULE
AT T-CORNER
SIMPSON HDU
PER
PLAN
TRIMMER(S)
PER SCH 3x MIN
@ DBL SIDED
EN
AT DOOR AT WINDOW AT CORNER
EN @
HD POST
KING/HD POST
PER TYP
SIMPSON CNW
TYP AS REQD
FOR OFFSET
CONDITION
HD POST
AT CONTRACTORS
OPTION: MAY USE
THIS DETAIL AT
WINDOW COND.
1/4"Ø x 6" SDS
SCREWS @ 4"CC
(30 MIN)
2x @ SINGLE SIDED EN
3x @ DBL SIDED EN
HD POST
CLR
1"
CLR
1"
1" CLR
MIN
3"
MIN
3"
CLR
1"
Mk
TYP
3" MIN
EN TYP
EN
EN
TYP
EN
TYP
SILL BOLTS
TYP
EN
EN
TYP
2x. OMIT AT SINGLE SIDED
EN & FASTEN HD DIRECT
TO POST
EN TYP
SHEAR
TRANSFER PER
SCH @ 2xTYP
SHEAR
TRANSFER
PER SCH
SHEAR TRANSFER
PER SCH @ 2x, TYP
SHTG
(2) 11
(2) 14
2x. OMIT AT SINGLE
SIDED EN & FASTEN
HD DIRECT TO POST
EN, TYP
2x. OMIT AT SINGLE
SIDED EN & FASTEN
HD DIRECT TO POST
SHEAR
TRANSFER PER
SCHED. PROVIDE
(2) ROWS @ 3x
4x
SHTG
HD POST
(2) 2
(2) 4
(2) 5
(2) 8
NUMBER OF 1/4"Ø x 6"
SDS SCREWS
(EQ SPACED, TYP)
(5)
(7)
(9)
(14)
(19)
(29)
4 S512
B
S512
GLB; DRILL 1 1/4"Ø MAX HOLE
TO PASS HOLDOWN BOLT
DOUBLE TOP PL
PER SECTIONS
TO DBL PL EA SIDE OF BM
SIMPSON HDU HOLDOWNS
T&B (4x MIN STUD)
BLOCKING POST,
MATCH SIZE OF
POST BELOW, TYP
2x PL UNO
FLOOR SHTG
JOIST BLKG
OR RIM; I-JOIST
CONDITION SIM
(2) 2x PL,
TYP UNO
A36 THRD ROD PER
CONTRACTOR'S OPTION:
IN LIEU OF HDU USE
SIIMPSON STRAP
ALTERNATE PER
INSTALL ON 4x
MIN STUD
ABOVE & BLW; ALTERNATE
NOT PERMITTED @ DBL HDU
EQUAL
EQUAL
STRAP ALTERNATE
24" MAX FOR
B
S512
POST PER
4x MIN
B
S512
POST PER
4x MIN
NOTE:
DOUBLE HOLDOWN, INDICATED w/
(2), PER SIM.
B
S512
B
S512
6/S512
1/S512
POST WHERE OCCURS
PROVIDE 2x FLAT BLKG WHERE SHTG EDGE
ALIGNS w/ TOP OF HEADER WITHIN ±3/4".
CMSTC16 STRAP OVER SHTG
TOP & BOTTOM OF OPNGS
AS SHOWN; PROVIDE (2)
ROWS 10d NAILS @ SPCG TO
MATCH SHEAR WALL EN (OR
EQUIVALENT). WHERE WALL
SHTG OCCURS BOTH SIDES
OF WALL, STRAPS SHALL
OCCUR @ BOTH SIDES
OMIT EDGE NAILING @ SHTG
WHERE STRAPS OCCUR TYP
PROVIDE EN @ ALL
TRIMMERS AND KING
STUDS @ OPNG TYP
OPNGS IN WALL (FOR LIGHTING ETC) ARE
NOT ALLOWED @ BLKG / STRAP LOCATIONS;
COORD w/ SEOR IF ANY ARE ANTICIPATED
HOLDOWN/ POST @
ENDS OF SHEAR
WALL LINE PER PLAN
TYP
DBL TOP PLATE
BLKG FOR SHTG EDGE
4x FLAT BLKG FOR FORCE
TRANSFER
BOTTOM PLATE
NOTES:
1. FOR ADDL WALL FRAMING INFO, SEE .
2. FOR ADDL SHEAR WALL NAILING INFO, SEE .
4x FLAT BLKG FOR FORCE
TRANSFER
STRAPPED WALL COND ONLY
AS DESIGNATED BY Mk
s
TERMINATE STRAP @
PL HOLDOWN POST TYP
16d STGRD @ SPCG TO
MATCH SHEAR WALL EN
OPEN OPEN
OPEN
2/S511
S
S TA TE O F CA L I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
WILLIAM B.
RADER
No. 3592
10/23/2024 5:26:16 PM c:\revit\2023-0123_DRY CREEK WWTP_rvt22_CENTRAL_Francisco_O_Rodriguez.rvt S512
TYPICAL SHEAR
WALL AND
HOLDOWN DETAIL
DCWWTP OPERATIONS
AND LAB BLDG
2100 15.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
S512
A
610SD001
S512
B
610SD200
DETAIL NO SCALE
S512
1 SHEAR WALL NAILING
610SD025
DETAIL NO SCALE
S512
2 OPENING IN WALL
SHEATHING
610SD030
DETAIL NO SCALE
S512
3 TOP PLATE SDS SPLICE
620SD200
DETAIL NO SCALE
S512
4 HOLDOWN AT
FOUNDATION
610SD201
DETAIL NO SCALE
S512
5 HOLDOWN PLACEMENT
AT FOUNDATION
610SD205
DETAIL NO SCALE
S512
6 DOUBLE HOLDOWN
PLACEMENT AT FDN
610SD206
DETAIL NO SCALE
S512
7 TOP PLATE HOLDOWN AT
BEAM
620SD232
DETAIL NO SCALE
S512
8 HOLDOWN AT FLOOR
610SD301
DETAIL NO SCALE
S512
9 STRAPPED SHEAR WALL
FRAMING
610SD026
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
NOTE:
ALL STUDS SHALL BE DF #2 OR BETTER.
NON-BEARING INTERIOR STUD
MAX HEIGHT SCHEDULE
14'-0"
20'-0"
15'-6"
22'-0"
12'-4"
18'-6"
2x4
2x6
@ 12"CC @ 16"CC @ 24"CC
SPACING STUD SIZE
NON-BEARING INTERIOR HEADER
AND JAMB FRAMING SCHEDULE
1 2
3 4
OPENING
TYPE
1'-4" TO 4'-8"
4'-9" TO 9'-10"
9'-11" TO 14'-4"
14'-5" TO 18'-0"
STUD WIDTH x 6" D
STUD WIDTH x 8" D
STUD WIDTH x 10" D
STUD WIDTH x 12" D
2x FLAT
2x FLAT
2x FLAT
(3) 2x FLAT
2x
2x
(2) 2x
(3) 2x
2x
2x
(2) 2x
(2) 2x
'W'
WIDTH HEADER SIZE SILL SIZE JAMB STUDS
TRIMMER
STUDS
OPEN
TYP DUCT
OPNG
HEADER, TYP
OPEN
SILL
CONDITION WHERE OPENING
OCCURS AT DOOR/WINDOW
JAMB STUDS
JAMB STUDS AS FOR
WINDOW OPNG FULL HT
OPEN
OPEN
SILL AND HDR
FULL HT JAMB
STUDS TYP
WALL STUD TYP
INFILL STUD
FLOOR OR ROOF FRAMING
(3) 16d END
NAILS TYP
TRIMMER
STUDS TYP
2x TOP PL TYP
2x SILL PL TYP
A35 CLIP HDR TO JAMB
AT DUCT OPNGS TYP
STITCH NAIL MULTIPLE
JAMB/TRIMMER STUDS
TOGETHER w/ 16d @
24"CC TYP
'W'
MAX HEIGHT
TYP WINDOW
9" MAX 'W'
TYP DOOR
'W' 9" MAX
A/S513
B/S513
NOTES:
1. FOR FRAMING MEMBERS AT OPENINGS, SEE .
2. FOR WALL STUD SIZE & MAX HEIGHT, SEE .
'W'
@ MULTIPLE OPNGS; USE
COMBINED OPNG WIDTH
FOR SIZING OF JAMB STUDS
BTWN OPNGS
630SD011
630SD016
OPEN
HEADER TYP
OPEN
SILL
JAMB STUDS AS FOR
WINDOW OPNG FULL HT
FULL HT JAMB
STUDS
WALL STUD TYP
FLOOR OR ROOF FRAMING
DIAGONAL KICKERS
(3) 16d EN TYP
TRIMMER
STUDS
2x SILL PL TYP
2x TOP PL
STITCH NAIL MULTIPLE
JAMB/TRIMMER STUDS
TOGETHER w/ 16d @
24"CC TYP
PROVIDE
BOLTS @
CURB
CONDITION
A/S513
B/S513
9" MAX
TYP DOOR
'W' 9" MAX
TYP WINDOW
'W'
MAX HEIGHT
NOTES:
1. FOR FRAMING MEMBERS AT OPENINGS, SEE .
2. FOR WALL STUD SIZE & MAX HEIGHT, SEE .
630SD011
630SD016
TYP PLATE
TYP STUD
TYP STUD
TYP STUD TO PLATE
TYP CORNER
TOP OR BOTTOM
PLATE OR SILL
TYP STUD
TYP PLATE
TYP INTERSECTION
TYP STUD
TYP
STUD
TYP
STUD
TYP
HDR
(2) 10d TN
EA SIDE
TYP STUD TO HEADER
16d @ 24"CC
16d @ 24"CC
(2) 16d END NAIL
16d @ 24"CC
16d @ 24"CC
PARALLEL
TO JOISTS
PERPENDICULAR
TO JOISTS
SP, TYP
2x BLKG @ 48"CC w/
(2) 16d EA END
2x4 FLAT BLKG
@ 48"CC
2x4 FLAT @ 48"CC
2x4 CONT w/ 16d
EA BLK
2x PL
A35 CLIP @ 6'-0"CC
EA SIDE; DO NOT
NAIL TO TOP PL
BLKG EA
SIDE
2x BLKG @ 48"CC
MAX w/ (3) 16d EA
BLK TO TOP PL
2x PL
NOTES:
1. AT CONTRACTORS OPTION USE DTC CLIPS @ 48"CC IN LIEU OF SDPW SCREWS AT ROOF FRAMING ONLY.
2. FOR WALLS > 10' USE (2) SIMPSON SDPW SCREWS @ 48" CC. AT CONTRACTOR'S OPTION USE (2) DTC CLIPS AT 48"CC AT ROOF FRAMING ONLY.
2x4 SIDE BLKS @ 48"CC
w/ (2) 10d TN; DO NOT
NAIL TO CENTER BLK
TYP
1/4" CLR
1/4" CLR
1 / 4 "
CLR
1 / 4 "
CLR
1 / 4 "
CLR
16d @ EA JOIST
(16"CC MAX)
SIMPSON DTC ALTERNATE @
ROOF ONLY (SHOWN DASHED),
TYP. SEE NOTES FOR ADD'L
INFO
SIMPSON SDPW
@ 48"CC, TYP
TOP CONNECTION AT ROOF OR FLOOR TOP CONNECTION
AT BEAM
2x4 DIAGONAL BRACES
@ 4'-0"CC; ALTERNATE EA
SIDE WHERE POSSIBLE &
WITHIN 12" OF END OF
PLATE
A35 CLIP
@ 48"CC
INTERIOR WALL
1 1
CEILING LINE
PARALLEL
PERPENDICULAR
KICKER MAY BE
SKEWED ±5° AS
REQUIRED FOR
OBSTRUCTIONS
OR JOIST LAYOUT
TOP PL
(±5°)
INTERIOR WALL
TYPICAL
SLOPE
UNO
TOP PL
JOIST TYP
A35 CLIP AT EA
BRACE
2x6 MIN BLKG w/ EN @ EA
DIAGONAL BRACE
WHERE I-JOIST OCCURS
NOTCH BLKG SNUG
WHERE TOP PLATE SPLICES OCCUR, PROVIDE
KICKER WITHIN 12" OF SPLICE ON EA SIDE MAX 1"
3 1
3 WHERE BRACE
LENGTH IS BTWN 6'-1"
AND 14'-0" PROVIDE
DBL 2x4 w/ 16d @ 12"CC
STITCH NAILING IN "T"
SHAPE THUS:
3 3
SHEATHING w/
EN OR FN
MAX HEIGHT OF
PARTITION WALL
10'-0"
14'-0"
18'-6"
FASTENER SCHEDULE
1 2
3 4
2 3
4 6
3 3
4 5
16d END
NAILS
10d END
NAILS
#10 WOOD
SCREWS
2 AT CURB AT CURB TYPICAL
1/2"Ø BOLT w/
MIN 4" EMBED
@ 48"CC
SHOT PINS @ 24"CC
PER GENERAL NOTES
DEPRESSED
SLAB PER
* WHERE 'Y' IS GREATER THAN 1 1/2",
USE 1/2"Ø POST-INSTALLED ANCHOR
(3" EMBED) @ 48"CC IN LIEU OF SHOT
PINS.
#4 MIN
CONT
EMBED
DEPRESSION WHERE
OCCURS
CJ
AT FC
WHERE
OCCURS 1/2"Ø EPOXY ANCHOR
(3" EMBED) @ 48"CC
CURB POURED MONOLITHIC
SEPARATELY
'Y''Y'
* 'Y'
3" MIN
MAX
6"
2x PTDF SILL PL
2x PTDF SILL PL
CONC CURB
PER
2x PTDF SILL PL
CL PIN & SILL PL;
OFFSET PIN UP TO
1/2" TO MEET EDGE
DISTANCE
WHERE OCCURS
2 1/4" MIN @ FC
@ DEPRESSION
WHERE OCCURS
T-SHAPE WHERE REQD
PER SCHED TYP
PARALLEL TO
SUPPORT MEMBERS
PERPENDICULAR TO
SUPPORT MEMBERS
LEDGER w/ (2) 16d @ 16"CC @ STUD
WALL OR 5/8"⌀ AB @ 48"CC @
CMU/CONC WALL
H
H
H
H
VVVVVVV
B
B
B
B
B
B
B B
V
B
H
24" LONG
SPLICE BLKG w/
(4) 16d EA STUD
CLG FINISH PER
ARCH, TYP
BLKG
WALL
WALL
(4) 16d TYP @ ALL
CONTACT POINTS
1 1 MIN
WHERE I-JOIST OCCURS
PROVIDE WEB FILLER PER NOTCH BLKG AS REQD @
I-JOIST CONDITION
6" MAX
8 S513
CL SPLICE
BLOCKING 2x8 MIN FASTEN TO FRAMING
PER NAILING SCHEDULE ON SHEET
LEDGER
A35 CLIP OR U HGR @ LEDGER TYP
SOFFIT FRAMING SCHEDULE NOTES:
1. BRACE REQUIRED IN ALL VERTICAL OFFSETS. ALTERNATE
DIRECTION OF BRACE WHERE POSSIBLE.
2. SCHEDULE BASED ON: - 2x4 DF #2 MEMBERS UNO
- 13.0 PSF DL + 10 PSF LL
- MAX DL DEFLECTION = L/360
- * 2x6 DF #2
- ** REQUIRES DBL 2x4 w/ 16d @
12"CC STITCH NAILING IN 'T'
SHAPE THUS:
MAX MEMBER
SPACING
MAX ALLOW
AREA SUPP
MAX LENGTH
OF MEMBER
H
2'-0"
16 FT2
8'-0"
10'-0"*
V
2'-0"
18 FT2
8'-0"
B
8'-0"
64 FT2
6'-1" TO 14'-0" DBL
2x4 'T' SHAPE
BRACE**
<6'-0"
20 FT2 *
SHTG
FRAMING PER PLAN
2x4 HGR @ 48"CC
EA WAY STAGGER
TO LOAD ADJACENT
JOISTS
2x4 CEILING JOIST
@ 48"CC w/ (4) 16d
EA VERT
2x4 HGR @
48"CC EA WAY
w/ (3) 16d EA END
2x6 BLKG w/
JB26 HGR
EA END
2x4 FILLER
BLK w/ (6) 8d
CINCH NAILED
TO WEB
(4) 16d
TYP
2x6 LEDGER w/
(3) 16d EA STUD
SIMPSON LUS
SP WHERE
OCCURS, CONT
UNDER LEDGER
STUD WALL
2x4 LEDGER w/
(2) 16d EA STUD
2x4 STRIPPING @ 16"CC w/
(2) 16d (ONE SLANT) EA CONTACT
NOTE:
FOR LEDGER @ CMU OR CONCRETE WALL SEE 7/S513 . 630SD103
PARTIAL HEIGHT WOOD WALLS
CEILING JOIST SCHEDULE
MASONRY OR CONCRETE WALLS FULL HEIGHT WOOD WALLS
5/8"Ø @ 2'-8"CC
5/8"Ø @ 4'-0"CC
(3) 16d / CONTACT
(2) 16d / CONTACT
LEDGER BOLTING
5/8"Ø @ 4'-0"CC
LEDGER NAILING
(2) 16d / CONTACT
2x RIM JOIST TO MATCH JOIST
DEPTH; NAIL TO JOIST PER
'LEDGER NAILING' @ SCHEDULE
USE 2x BLKG WHERE JOISTS
CONTINUE
TOP PL PER
CLG JOIST PER
SCHEDULE OR BLKG
@ 4'-0"CC
JOISTS CONTINUE
WHERE OCCURS
2x STUDS
@ 16"CC
JOISTS CONTINUE
WHERE OCCURS
2x FULL DEPTH BLKG
@ 12'-0"CC AND EA
END; NAIL 1x4 TO
BLKG w/ (4) 8d TYP
CEILING JOIST
PER SCHEDULE
2x8 @ 16"CC
2x6 @ 16"CC
2x4 @ 16"CC
14'-1" TO 18'-0"
7'-7" TO 14'-0"
UP TO 7'-6"
SIZE & SPACINGMAXIMUM SPAN
CLG JOISTS PER SCHEDULE
OR BLKG @ 4'-0"CC w/
LUS HGR
2x LEDGER TO MATCH
JOIST DEPTH
2x STUDS
LUS HGR @ 16"CC
1x4 STRIPPING @ 6'-0"CC
w/ (2) 8d EA CONTACT TYP
2x LEDGER TO MATCH JOISTS w/
ANCHOR BOLTS PER SCHEDULE
2 S513
S
S TA TE O F CA L I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
WILLIAM B.
RADER
No. 3592
10/23/2024 5:26:17 PM c:\revit\2023-0123_DRY CREEK WWTP_rvt22_CENTRAL_Francisco_O_Rodriguez.rvt S513
INTERIOR TYPICAL
NON-STRUCTURAL
DETAILS
DCWWTP OPERATIONS
AND LAB BLDG
2100 15.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
S513
A
630SD011
S513
B
630SD016
DETAIL NO SCALE
S513
1 FULL HT INTERIOR WOOD
STUD WALL ELEVATION
630SD001
DETAIL NO SCALE
S513
2 PARTIAL HEIGHT
INTERIOR WALL FRAMING
630SD006
DETAIL NO SCALE
S513
3 NON-STRUCTURAL
FRAMING CONDITIONS
630SD030
DETAIL NO SCALE
S513
4 INTERIOR NON-BEARING
PARTITION AT TOP PLATE
630SD022
DETAIL NO SCALE
S513
5 INTERIOR PARTIAL
HEIGHT WALL BRACING
630SD023
DETAIL NO SCALE
S513
6 INTERIOR NON-BEARING
PARTITION AT SILL PLATE
630SD021
DETAIL NO SCALE
S513
7 SOFFIT FRAMING 630SD103
DETAIL NO SCALE
S513
8 SUSPENDED FRAMING
630SD100
DETAIL NO SCALE
S513
9 CEILING FRAMING
630SD102
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
I-JOIST
640SN001
FLAT ROOF DESIGN LOAD 16 PSF DL 20 PSF LL
SLOPPED ROOF DESIGN LOAD 17 PSF DL 20 PSF LL
NET WIND UPLIFT LOAD (0.6D+0.6W) FOR ZONE 1' -2 PSF
NET WIND UPLIFT LOAD (0.6D+0.6W) FOR ZONE 1 -6 PSF
NET WIND UPLIFT LOAD (0.6D+0.6W) FOR ZONE 2 & 3 -10 PSF WIND LOAD ZONES DEFINED IN ASCE 7-16 FIG 30.3
DISCONTINUITY DISTANCE 'A' = 8.4 FT.
1. I-JOISTS AS INDICATED ON DRAWINGS ARE I-LEVEL (OR RED-BUILT) DESIGNATIONS AND ARE FOR REFERENCE TO INDICATE REQUIRED DEPTH, SPACING AND CAPACITY ONLY. SUBMIT
ALLOWABLE LOAD TABLES AND ICC-ESR FOR EQUIVALENT I-JOIST AND HARDWARE REVIEW BY DIRECT COMPARISON. FOR MINIMUM MATERIAL PROPERTIES AT NORMAL DURATION SEE TABLE BELOW.
2. CHORD MATERIAL SHALL BE LAMINATED VENEER LUMBER (LVL) OR MACHINE STRESS RATED LUMBER WITH A MINIMUM SPECIFIC GRAVITY OF 0.50.
3. WEB MATERIAL SHALL BE OSB.
4. DESIGN AND FABRICATION SHALL CONFORM TO THE MANUFACTURERS ICC-ESR.
5. ALLOWABLE STRESS INCREASE FOR LOAD DURATION SHALL BE:
WIND/SEISMIC - 60% ROOF - 25% SNOW - 15% FLOOR - 0%
6. I-JOIST SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ARCHITECT AND/OR STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. DRAWINGS SHALL BE "STAND ALONE" WITH NO REFERENCES TO STRUCTURAL PLANS OR DETAILS. DETAILING FOR INSTALLATION SHALL BE COMPLETE. DUPLICATION (I.E. PHOTOCOPYING) OF DESIGN DRAWINGS IS NOT ACCEPTABLE.
7. I-JOIST SHOP DRAWINGS SHALL DETAIL THE REQUIRED BRIDGING AT ANY UNBRACED CHORD IN COMPRESSION UNDER ANY APPLICABLE LOAD COMBINATION. SPACING OF BRIDGING SHALL BE AS REQUIRED BY MANUFACTURER'S ICC REPORT OR ENGINEERING ANALYSIS.
8. MANUFACTURER TO PROVIDE LOCATIONS WHERE WEB STIFFENERS ARE REQUIRED (AT EACH
SIDE OF WEB) AS PART OF THE I-JOIST SHOP DRAWINGS
9. CALCULATIONS SHALL BE SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED.
10. I-JOIST DESIGNER SHALL INCORPORATE ONE 400# (150#DL, 250#LL NON-CONCURRENT) VERTICAL LOAD ON THE BOTTOM CHORD OF ALL JOISTS FROM ONE SPRINKLER LINE. JOIST MUST BE DESIGNED TO CARRY THE LOAD AT ANY POINT.
11. I-JOISTS SHALL BE DESIGNED FOR ALL CONCENTRATED LOADS SHOWN ON DRAWINGS IN ADDITION TO THE UNIFORM LOADINGS SHOWN ABOVE.
12. SEE FRAMING PLANS AND MECHANICAL PLANS FOR LOCATIONS AND WEIGHTS OF MECHANICAL UNITS. COORDINATE ADDITIONAL EQUIPMENT LOADS WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION.
13. FLOOR JOISTS SHALL BE DESIGNED FOR A MAXIMUM LIVE LOAD DEFLECTION OF L/360 AND TOTAL LOAD DEFLECTION OF L/240. ROOF JOISTS SHALL BE DESIGNED FOR A MAXIMUM LIVE LOAD DEFLECTION OF L/240 AND A MAXIMUM TOTAL LOAD DEFLECTION OF L/180. IF ROOF JOISTS SUPPORT PLASTER CEILINGS A MAXIMUM TOTAL LOAD DEFLECTION OF L/240 IS REQUIRED.
14. PROVIDE FULL HEIGHT BLOCKING AND/OR RIM JOIST AT ALL BOTTOM CHORD BEARING CONDITIONS AND WHERE NOTED ON DRAWINGS.
15. GENERAL CONTRACTOR TO PROVIDE TEMPORARY ERECTION BRACING AS REQUIRED BY MANUFACTURER'S ICC-ESR.
16. MANUFACTURER TO VERIFY AND GENERAL CONTRACTOR TO APPROVE ALL DIMENSIONS
REQUIRING COORDINATION BETWEEN STRUCTURAL DRAWINGS WITH ARCHITECTURAL DRAWINGS. ADDITIONALLY, GENERAL CONTRACTOR SHALL VERIFY SUPPORT DIMENSIONS AND WALL LAYOUT IN FIELD PRIOR TO FABRICATION.
17. MANUFACTURER TO COORDINATE I-JOIST LAYOUT WITH PLUMBING DRAWINGS. PROVIDE
ADDITIONAL I-JOIST AS REQUIRED TO MAINTAIN I-JOIST SPACING LIMITS EACH SIDE OF PIPE OR FIXTURE.
18. PROVIDE AN ADDITIONAL I-JOIST UNDER INTERIOR PARTITION WALLS THAT ARE PARALLEL TO THE I-JOISTS WHERE WALL LENGTH IS GREATER THAN 1/3 OF THE JOIST SPAN AND WHERE JOIST IS OFFSET UP TO WIDTH OF WALL.
19. WHERE DOUBLE I-JOISTS ARE REQUIRED OR INDICATED ON DESIGN DRAWINGS PROVIDE LOAD TRANSFER PER DOUBLE I-JOIST ATTACHMENT DETAIL .
20. FIRE SPRINKLER INSTALLER SHALL USE CONNECTORS WITH ICC APPROVAL.
21. CONTRACTOR TO PROVIDE BEVELED WOOD PLATES, BEAMS, NAILERS ETC. AT ALL SLOPED BEARING CONDITIONS 1/4:12 OR GREATER.
22. ALLOWABLE PENETRATIONS IN I-JOISTS SHALL BE COORDINATED WITH AND APPROVED BY IJOIST MANUFACTURER PRIOR TO CONSTRUCTION. ALLOWABLE PENETRATIONS IN I-JOISTS SHALL BE PER .
JOIST TYPE RESIST
MOMENT MIN EIx10^6
- 7/16"
DEPTH
"
FLANGE
"X"
FLANGE
GRADE
2.0DF
WEB
'#
-
-
-
-
"
"
"
"
"X"
"X"
"X"
"X"
2.0DF
2.0DF
2.0DF
2.0DF
7/16"
7/16"
7/16"
7/16"
'#
'#
'#
'#
RESIST
SHEAR
#
#
#
#
#
#IN2
#IN2
#IN2
#IN2
#IN2
4/S514
5/S514
4x6 BLKG
w/ LUS46
HGR TYP
BEARING
MECH UNIT OR OTHER
CONCENTRATED LOAD
NAILS TO
PENETRATE
OPPOSITE
STIFFENER
SNUG FIT
I-JOIST
NOTES:
1. WEB STIFFENERS TO BE FIELD INSTALLED AT ALL BEARING POINTS AND CONCENTRATED LOADS (MECH UNITS ETC) WHERE INDICATED ON THE SHOP DRAWINGS.
2. GAP MUST BE AT TOP AT ALL BEARING LOCATIONS AND AT BOTTOM AT CONCENTRATED LOADS.
BEARING
FLANGE SIZE STIFFENER/NAILS
5/8" SHTG w/ (2) ROWS 8d @ 4"CC
STGRD & CLINCHED
WEB STIFFENER SCHEDULE
FIELD INSTALLED
WEB STIFFENERS
PER SCH
NAILING
I-JOIST BLK
1 3/4
NAILING
3/4" SHTG w/ (2) ROWS 8d @ 4"CC
STGRD & CLINCHED
2 1/16
7/8" SHTG w/ (2) ROWS 8d @ 8"CC
STGRD EA SIDE
2 5/16
1" SHTG w/ (2) ROWS 8d @ 8"CC
STGRD EA SIDE
2 1/2
2x4 DF#2 w/ (2) ROWS 16d @ 8"CC
STGRD EA SIDE
3 1/2
2 5/16" MIN
AS REQD
GAP
GAP
1 1/2"
MAX
1 1/2"
MAX
GAP
1/8" MIN
2 3/4" MAX
A
A
SECTION A-A
PLAN AT NON-BRG COND PLAN AT BRG COND
2x4 BLKS
FIELD
INSTALLED
I-BLKG WEB
I-JOIST WEB
FIELD INSTALLED
WEB STIFFENERS
16d @ 6"CC
(3 MIN) TYP
2x4 BLK
FIELD
INSTALLED
SEE ARCH
FOR VENTING I-JOIST SP
2x4 BLKG TYP NAILING PER PLAN
DETAIL
I-JOIST WEB
I-BLKG WEB
LINE OF
SUPPORT BLW
8d @ 4"CC
TYP (4) LOCS
8d @ 4"CC
FLAT BLKG AT ALL
JOINTS WHERE
DESIGNATED
SP EDGE NAIL EA
SHEET TO BLKG
TYP WHERE OCCURS
SP
I-JOIST WEB
(2) 8d TOE NAILS
EA END TYP
JOIST EDGE
3/8" MIN
SP JOINT
3/8" MIN
SP EDGE
NAILING
SP NAILING
TO JOIST
SP
DF #2 FILLER PIECE;
THICKNESS AS REQD
FOR MIN OF SNUG FIT
BETWEEN FLANGES
16d @ 16"CC
STAGGERED
EA SIDE
DOUBLE I-JOIST
FILLER PIECE
WHERE JOISTS FRAME
INTO DOUBLE, PROVIDE
FILLER TOP AND BOTTOM;
SHOWN DASHED
16d @ 16"CC
16d @ 16"CC
MIN
5 1/2"
MAX
5/8" GAP
PARALLEL TO JOISTS
PERPENDICULAR
SP
I-JOIST BLKG
@ CLIP
2x4 FLAT BLKG
@ 48"CC TYP
(2) 8d TYP
SP
2x4 FLAT BLKG TYP
TO MATCH DTC
SPACING
NOTES:
1. AT CONTRACTOR'S OPTION USE SIMPSON DTC CLIPS @ 48"CC IN LIEU OF SDPW SCREWS AT ROOF FRAMING ONLY.
2. FOR WALLS > 10' USE (2) SIMPSON SDPW SCREWS @ 48" CC. AT CONTRACTOR'S OPTION USE (2) DTC CLIPS AT 48"CC AT ROOF FRAMING ONLY.
WALL ABOVE WHERE OCCURS,
PROVIDE I-JOIST BLKG @ 24"CC
TYP
1/4" CLR
1/4" CLR
SIMPSON SDPW
@ 48"CC, TYP
SIMPSON DTC ALTERNATE @
ROOF ONLY (SHOWN DASHED),
TYP. SEE NOTES FOR ADD'L
INFO
1 S514
(6) 16d END
NAILS TYP
I-JOIST
ISOLATOR WHERE
OCCURS, TYP; SEE MECH
PLANS FOR ROD AND
BOLT TYPES
4x6 BLKG AT MECH
SUPPORT, TYP
CENTER BOLT
IN BLOCK
4x6 BLKG
I-JOIST
ROD LOADS ≤ 60#
ROD LOADS ≤ 250#
4x6 BLKG
LUS46 HGR EA
END
FILLER PER
TYP
2 7/8" TOP OF
BOTT CHORD BOTT
OF BLK
1 S514
I-JOIST
2x4 BLKG,
TYP
STFNR BLK AS
SHOWN PER
(4) 10d TOE NAIL,
TYP
PLAN
NOTES:
1. THIS DETAIL APPLIES ONLY WHERE
SPECIFICALLY INDICATED.
2. FOR ADDITIONAL INFO NOT SHOWN
OR NOTED SEE .
1/8" SAW CUT
DO NOT CUT
BOTTOM FLANGE
DASH INDICATES I-JOIST
BLKG AND WEB STFNRS
@ NS & FS
C
1 L SLOT
3/4" FS
9/S514
NO FIELD CUT
ZONE PER MFR
PER MFR TYP
MIN DISTANCE
BTWN HOLES
PER MFR TYP
MIN DISTANCE
BTWN HOLES
MIN DISTANCE TO END
SUPPORT PER MFR
GROUPED HOLES ARE PERMITTED IF GROUP
PERIMETER MEETS THE REQUIREMENTS FOR
ROUND OR RECTANGULAR HOLES; VERIFY w/ MFR
MIN DISTANCE TO
INTERMEDIATE
SUPPORT PER MFR
NO FIELD CUT
ZONE PER MFR
NOTES:
1. DO NOT CUT, DRILL, OR NOTCH FLANGES.
2. DO NOT CUT HOLES LARGER THAN 1 1/2" IN CANTILEVER WITHOUT CONSULTING MFR.
3. SEE I-JOIST MANUFACTURER FOR ALLOWABLE HOLE SIZES AND MINIMUM DISTANCE BETWEEN HOLES AND BETWEEN HOLES AND NEAREST SUPPORT. ALLOWABLE HOLE SIZES AND MINIMUM DISTANCES MAY VARY BASED ON SUPPORT AND LOADING CONDITIONS.
4. MAINTAIN MINIMUM DISTANCE FROM BOTH SUPPORTS.
5. HOLES SHOULD BE LOCATED VERTICALLY IN THE WEB PER THE MFR TOLERANCES. LEAVE A MINIMUM OF 1/8" OF WEB AT TOP AND BOTTOM OF HOLE. DO NOT CUT FLANGES.
6. WHERE 1 1/2" KNOCKOUTS ARE PRESENT, CONFIRM WITH THE MFR THAT THEY DO NOT AFFECT HOLE PLACEMENT.
MAX ROUND HOLE
SIZE PER MFR TYP
MAX ROUND HOLE
SIZE PER MFR TYP
MAX RECTANGULAR
HOLE SIZE PER MFR TYP
MAX RECTANGULAR
HOLE SIZE PER MFR TYP
2x PL
STUD WALL
SP
BEVELED PL
2x4 x 1'-0" BLKG
w/ (6) 10d BACK
NAILS THRU WEB
SIMPSON LTS16
STRAP EA JOIST;
PROVIDE (6) 10d
NAILS INTO 2x4
BLKG AND TOP PL
I-JOIST BLKG AND STFNR
BLK NOT SHOWN FOR
CLARITY, SEE
EN
REQD
AS
1" MIN
2" MAX
(2) 16d EA SIDE
I-JOIST TO BEVELED PL
(3) 16d EA SIDE @ 2x10
STUDS
TOP PL NAILING
THRU 2x PL BLW
PER UNO
2 S514
2 S511
SLOT UPPER
BOLT HOLES
VERTICALLY 1 7/8''
BRG PL3/4
DAP BUCKET INTO BM
WHERE REQD FOR
SMOOTH FINISHES TYP
TOP OR BOTTOM
PL1/4x10x1'-4"
EA SIDE GLULAM
COLUMN
MATCH ROOF
SLOPE WHERE
REQUIRED
GLULAM BEAM
(2) 3/4"ØBOLTS
ELEVATION SECTION
PL1/4x10
EA SIDE
ELEVATION
END CONDITION CENTER CONDITION
3/8" 10"
4" 4" 2"
1 1/2"
1/2" 8" 1'-4"
1 1/2" 1 1/2"
3/8" 10"
4" 4" 2"
3/8"
BEAM WIDTH CLR
1/8" GREATER THAN
1/4
1/4
TYP
1/4
BOTT OF
BRG PL
3/4"Ø BOLTS
BOTT OFSIDE PL
S
S TA TE O F CA L I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
WILLIAM B.
RADER
No. 3592
10/23/2024 5:26:19 PM c:\revit\2023-0123_DRY CREEK WWTP_rvt22_CENTRAL_Francisco_O_Rodriguez.rvt S514
TYPICAL I-JOIST
DETAILS
DCWWTP OPERATIONS
AND LAB BLDG
2100 15.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
DETAIL NO SCALE
S514
1 I-JOIST WEB STIFFENERS
640SD001
DETAIL NO SCALE
S514
2 I-JOIST BLOCKING
640SD002
DETAIL NO SCALE
S514
3 I-JOIST NAILING
640SD007
DETAIL NO SCALE
S514
4 DOUBLE I-JOIST
ATTACHMENT
640SD005
DETAIL NO SCALE
S514
5 INTERIOR NON-BEARING
PARTITION AT TOP PLATE
640SD003
DETAIL NO SCALE
S514
6 BLOCKING SUPPORT IN
I-JOIST
640SD020
DETAIL NO SCALE
S514
7 I-JOIST CONTINUITY
BREAK
640SD009
DETAIL NO SCALE
S514
8 I-JOIST ALLOWABLE
HOLES
640SD008
DETAIL NO SCALE
S514
9 I-JOIST TIE-DOWN
640SD006
DETAIL NO SCALE
S514
10 GLULAM BEAM OVER
STEEL COLUMN
665SD202
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
PRE-MANUFACTURED WOOD TRUSS NOTES
650SN001
TYP ROOF DESIGN LOADS UNO, SEE .
SLOPED TOP CHORD 11 PSF DL
20 PSF LL
NET WIND UPLIFT LOAD (0.6D+0.6W) FOR ZONE 1 -7 PSF WLNU NET WIND UPLIFT LOAD (0.6D+0.6W) FOR ZONE 2 -16 PSF WLNU NET WIND UPLIFT LOAD (0.6D+0.6W) FOR ZONE 3 -19 PSF WLNU WIND LOAD ZONES DEFINED IN ASCE 7-16 FIG 30.3
DISCONTINUITY DISTANCE 'A' = 5.6 FT
WIND WALL LOADS (0.6W) (BASED ON ZONE 5) -13 PSF WL
W
1. ALL MEMBERS SHALL BE 2x4 MIN UNO.
2. ALL TOP CHORD MEMBERS SHALL BE OF MATERIAL w/ A MINIMUM SPECIFIC GRAVITY OF 0.50.
3. PLATE MATERIAL SHALL BE ASTM A-446 GRADE A OR BETTER.
4. DESIGN AND FABRICATION SHALL CONFORM TO THE CODE AS DESIGNATED IN THE DESIGN CRITERIA NOTES AND ANSI/TPI 1-2014.
5. DESIGN AND CONSTRUCTION OF CONNECTIONS SHALL BE IN ACCORDANCE WITH PUBLISHED APPROVALS OF MANUFACTURER'S ICC-ESR. HEEL JOINT DESIGN SHALL CONSIDER THE EFFECTS OF ECCENTRIC LOADING IN ACCORDANCE WITH TRUSS PLATE INSTITUTE (TPI).
6. TRUSS DESIGNER SHALL OVERSIZE PLATES FOR CHORD MEMBERS TO ACCOUNT FOR WOOD DEFECTS LIKE KNOTS, KNOT HOLES AND GREATLY DISTORTED GRAINS. MAXIMUM ALLOWABLE DEFECT SIZE PER MEMBER SHALL BE 2 SQUARE INCHES. NO DEFECTS ALLOWED UNDER PLATES FOR WEB MEMBERS.
7. STRUCTURAL DESIGN OF BEAMS, POSTS & FOUNDATIONS SUPPORTING ROOF TRUSSES HAS BEEN BASED ON FRAMING CONFIGURATIONS SHOWN ON PLANS. DEVIATIONS TO THE FRAMING
CONFIGURATIONS SHOWN WILL REQUIRE ADDITIONAL DESIGN COORDINATION AND POTENTIAL REVISIONS TO FRAMING AND FOUNDATIONS. ANY REQUIRED REVISIONS TO THE STRUCTURAL
DRAWINGS WILL BE PREFORMED ON A TIME AND MATERIAL BASIS AND WILL BE CHARGED TO THE GENERAL CONTRACTOR.
8. ALL HARDWARE REQUIRED FOR CONNECTING TRUSSES (JACK TO HIP, HIP TO GIRDER OR GIRDER TO GIRDER, ETC.) SHALL BE DESIGNED, DETAILED AND PROVIDED BY TRUSS DESIGNER/MANUFACTURER.
9. TRUSS DESIGNER TO ACCOUNT FOR THE WEIGHT AND LATERAL RESTRAINT FORCES OF ALL EQUIPMENT IN THE DESIGN OF ALL TRUSSES WHICH SUPPORT SUCH EQUIPMENT. SEE OTHER DISCIPLINES DRAWINGS FOR WEIGHTS AND DETAILING. ADDITIONALLY, TRUSS DESIGNER
SHALL INCORPORATE WEIGHT AND SEISMIC RESTRAINT FORCES OF ALL PIPING AND CONDUIT IN TRUSS DESIGN. SEE OTHER DISCIPLINES DWGS FOR TYPE AND LOCATION.
10. TRUSS DESIGNER SHALL INCORPORATE ONE 400# (150#DL, 250#LL NON-CONCURRENT) VERTICAL LOAD ON THE BOTTOM CHORD OF ALL TRUSSES FROM ONE SPRINKLER LINE. TRUSS
MUST BE DESIGNED TO CARRY THE LOAD AT ANY POINT ALONG THE TOP AND BOTTOM CHORDS.
11. TRUSS DESIGNER SHALL INCORPORATE COLLECTOR LOADS FOR ALL COLLECTOR TRUSSES SHOWN ON PLANS. COLLECTOR LOADS ARE SHOWN @ 0.7E OR 0.6W (ASD FORCE LEVELS).
WHERE LOAD NOT INDICATED ON PLAN, COLLECTOR LOAD = 2500 LBS MIN. TRUSS MUST BE
DESIGNED TO RESIST FULL COLLECTOR LOAD APPLIED AXIALLY AT ANY POINT ALONG THE TOP
OR BOTTOM CHORD AND TO TRANSFER THE COLLECTOR LOAD THROUGH WEB MEMBERS AND
CONNECTIONS FROM TOP CHORD DOWN TO BOTTOM CHORD (APPLIED IN POUNDS PER FOOT) ALONG THE LENGTH OF THE TRUSS.
12. THE STRUCTURAL DRAWINGS GENERALLY INDICATE THE WIND UPLIFT CONNECTION DETAILING AT THE TRUSS SUPPORTS. TRUSS MANUFACTURER SHALL REVIEW THE STRUCTURAL
DRAWINGS FOR UPLIFT DESIGN AND SHALL MAKE A STATEMENT ON THE SHOP DRAWING SUBMITTAL STATING SUCH. ANY CONNECTIONS THAT ARE INCOMPATIBLE WITH THE TRUSS
SYSTEM SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER FOR REVIEW AND INPUT DURING THE SHOP DRAWING SUBMITTAL PROCESS.
13. TRUSS MANUFACTURER SHALL PROVIDE DESIGNS THAT DO NOT EXCEED A BEARING STRESS OF 600 PSI AT THE REACTION POINTS. AT TRUSS MANUFACTURER'S OPTION, BEARING PLATES
OR OTHER CONNECTORS AS REQUIRED TO REDUCE BEARING STRESS AT SUPPORTING MEMBER TO 600 PSI MAX MAY BE DESIGNED, DETAILED, AND SUBMITTED FOR REVIEW TO THE ARCHITECT/STRUCTURAL ENGINEER.
14. ROOF JOISTS SHALL BE DESIGNED FOR A MAXIMUM TOTAL LOAD DEFLECTION OF L/180. IF ROOF JOISTS SUPPORT PLASTER CEILINGS A MAXIMUM TOTAL LOAD DEFLECTION OF L/240 IS REQUIRED.
15. TRUSS DESIGNER/MANUFACTURER SHALL CLEARLY DESIGNATE TRUSS MEMBER BRACING LOCATIONS IN THE SHOP DRAWINGS.
16. TRUSS MANUFACTURER TO VERIFY ALL DIMENSIONS SHOWN ON STRUCTURAL DRAWINGS WITH ARCHITECTURAL DRAWINGS AND IN FIELD WITH WALL LAYOUT PRIOR TO FABRICATION.
PROVIDE SHOP DRAWINGS WHICH SHALL INCLUDE PLAN DRAWING SHOWING TRUSS
LOCATIONS AND TRUSS PROFILES, WITH DIMENSIONS REVIEWED AND APPROVED BY GENERAL CONTRACTOR, PRIOR TO FABRICATION.
17. TRUSS LAYOUT AND PROFILE DRAWINGS, CALCULATIONS AND THE LATEST ICC APPROVED
TEST DATA FOR TRUSS METAL PLATE CONNECTORS SHALL BE SUBMITTED TO THE ARCHITECT
AND/OR ENGINEER FOR REVIEW AND SHALL ADDRESS ALL COMMENTS FROM THAT REVIEW PRIOR TO SUBMITTAL TO THE BUILDING DEPARTMENT.
18. TRUSS LAYOUT, PROFILE DRAWINGS AND CALCULATIONS FOR TRUSS DESIGNS AND ANY BEARING DETAILING PER NOTE 13 SHALL BE SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. IT SHALL BE THE
RESPONSIBILITY OF THE MANUFACTURER TO OBTAIN BUILDING DEPARTMENT APPROVAL PRIOR TO FABRICATION.
19. BUILT UP GIRDER TRUSSES SHALL BE LAMINATED USING 1/2"Ø BOLTS AT 24"CC MAXIMUM THROUGH ALL MEMBERS (OR OTHER METHOD BY WRITTEN REQUEST).
20. GABLE END TRUSSES SHALL HAVE 2x VERTICALS AT 16"CC TYPICAL UNLESS NOTED OTHERWISE. WHERE GABLE END TRUSSES ARE REQUIRED TO SPAN OVER OPENINGS OR
TRANSFER COLLECTOR LOADS VERTICALS SHALL BE INFILLED AROUND TYPICAL WEB MEMBERS. TRUSS MANUFACTURER SHALL DESIGN, DETAIL AND PROVIDE INTERMEDIATE BRACING OF THE GABLE TRUSS WEBS AND VERTICALS AS REQUIRED TO RESIST OUT-OFPLANE WIND LOADS.
21. GENERAL CONTRACTOR TO DETERMINE AND PROVIDE TEMPORARY ERECTION BRACING AS REQUIRED.
22. FIRE SPRINKLER INSTALLER SHALL USE CONNECTORS WITH ICC APPROVAL. 3/S515
±WLNU
DL
LL
WLw
DLm
LEGEND:
DL = DEAD LOAD
LL = LIVE LOAD
WLNU = WIND NET UPLIFT LOAD
DLm = DEAD LOAD AT MECHANICAL UNIT, SEE PLAN FOR WEIGHT AND VERIFY LOCATIONS w/ MECH
WLw = WIND LOAD AT WALL (APPLY WALL LOAD TO GABLE TRUSS
VERTICAL AND WEB ELEMENTS)
WLw
NOTE:
SEE PLANS, SECTIONS AND DETAILS FOR ADDITIONAL LOADS.
RT-2
ARCH
SEE
INTERIOR SUPPORT
WHERE OCCURS
SEE PLAN
ARCH
SEE
SEE ARCH
NOTES:
1. SEE PRE-MANUFACTURED ROOF TRUSS NOTES FOR DESIGN REQUIREMENTS AND TYPICAL ROOF TRUSS LOADING.
2. SEE ARCH FOR TRUSS DIMENSIONS, SLOPES, OVERHANGS, ETC.
3. SEE PLANS FOR SUPPORT LOCATIONS.
T.O. DBL TOP PL
SEE PLAN
ROOF TRUSS
@ 24"CC, TYP
PRE-FAB BLKG PANEL BY TRUSS MFR TO BE
DESIGNED TO TRANSFER LATERAL LOAD FROM
ROOF TO WALL BELOW; PANEL DESIGN LOAD
SHALL BE 600 PLF MIN UNO; BEVEL TOP AS
REQD TO ACCOMODATE ROOF SLOPE
USE SIMPSON A35 CLIPS FROM BLKG TO
TRUSS VERT @ TOP & BOTTOM EA SIDE VARIES
(2) A35 FROM EA TRUSS BLKG
PANEL TO TOP PLATES TYP
UNO PER SHEARWALL
SCHEDULE DBL TOP PL; FOR SIZE
SPLICE REQD, SEE
SECTIONS AND DETAILS
COORD LOCATION OF
MECH DUCTWORK w/
LAYOUT OF TRUSS BLKG
WEBS
CONTRACTOR'S OPTION: USE
(2) LTP4 CLIPS IN LIEU OF (2)
A35 CLIPS FROM TRUSS BLKG
PANEL TO TOP PL. INSTALL
OVER SHTG
ELEVATION SECTION
ROOF SP
SP EN
CONTRACTOR'S OPTION:
PROVIDE LSL BLOCKING (UP TO 24"
DEEP) OR TRUSS BLOCKING PANEL
PER IN LIEU OF PRE-FAB
BLOCKING PANEL.
4/S515
EN ROOF SP
TRUSS BOTTOM
CHORD
TOP PL
ELEVATION SECTION
EN
WALL SP
PANEL SP
ROOF TRUSSES @
24"CC, TYP
TRUSS TOP
CHORD; SLOPE
WHERE OCCURS
2x4 MIN EA SIDE OF
TRUSS WEB w/ 16d
NOTES:
1. BLOCKING PANEL SP TO MATCH WALL SP THICKNESS & EDGE NAILING UNO. (1/2" SHEATHING w/ 10d @ 6"CC, MIN)
2. NAIL 2x4 BLKG TO TRUSS AND TOP PL w/ 16d, SPACING TO MATCH ROOF SP EN.
3. PROVIDE PREFABRICATED PANEL PER IN LIEU OF SHEATHED PANEL @ CONTRACTOR'S OPTION. PANEL BLOCKING OPTION IS NOT RECOMMENDED AT
POTENTIAL CONFLICTS WITH PANEL WEBS AND MECHANICAL OR PLUMBING ELEMENTS.
4. AT BLOCKING PANELS DIRECTLY BELOW A STRAP, PROVIDE 10d @ 3"CC BLOCKING PANEL EDGE NAILING AND 16d @ 3"CC BLOCKING TO TRUSS AND TOP PLATE NAILING MIN.
2x4 MIN T&B OF
TRUSS w/ 16d @ PL
5/S515
LSTA24 BENT 10d @ 4"CC (4) 16d
EN EN 3" @ 8'-0"CC C
SHTG TO
MATCH BLW
GABLE TRUSS PER
TRUSS NOTES;
COLLECTOR
TRUSS WHERE
REQD PER PLAN
SHEAR TRANSFER
CLIP
F
DBL TOP PL
SEE PLAN
ENC
SHTG PER PLAN
A34 CLIP
H2.5A CLIP
CONTRACTOR'S OPTION:
SUBSTITUTE PANEL BLOCKS PER
FOR BRACES
2x4 BRACE @ 48"CC & @ EA END
OF WALL; PROVIDE T SHAPE
WHERE REQD PER
ROOF TRUSS
PER PLAN
2x4 BLKG w/ A34
CLIP EA END
1 1
MAX
DBL TOP PL
NOTE:
SEE SHEAR WALL SCHEDULE ON SHEET FOR NAILI S512 NG AND MK 7 S513
4 S515
4'-0"
3'-0"
2x4 OUTRIGGERS
@ 24"CC
1 DBL TOP CHORDS
@ LOCATION OF
OUTRIGGERS
S
S TA TE
O F
CA
L
I
FO R N I A
STRUCTURAL
R
ROF
E
P
ED ER T IS GE
S
I
N
ENGINEER
O
AL
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS #
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
WILLIAM B.
RADER
No. 3592
10/23/2024 5:26:19 PM c:\revit\2023-0123_DRY CREEK WWTP_rvt22_CENTRAL_Francisco_O_Rodriguez.rvt S515
TYPICAL WOOD
TRUSS NOTES AND
DETAILS
DCWWTP OPERATIONS
AND LAB BLDG
2100 15.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
DETAIL NO SCALE
S515 1
ROOF TRUSS LOADING
GABLE/MANSARD
650SD101
DETAIL NO SCALE
S515 3
TRUSS PROFILES
650SD100
DETAIL NO SCALE
S515 5
PREFABRICATED PANEL
BLOCKING
650SD020
DETAIL NO SCALE
S515 4
TRUSS BLOCKING PANEL
650SD010
DETAIL NO SCALE
S515 6
EXTERIOR WALL
TRUSS PARALLEL
650SD602
NO. DATE DESCRIPTION
1 8/28/2024 PC Revisions
BID SET (PRELIMINARY)
#4 AT 12"CC @ EA FACE
TYP HORIZ REINF;
REDUCE SPCG TO 16"CC WHERE NOMINAL
WALL LENGTH 'L' IS 4'-0" ≤ 'L' < 6'-0"
1. REFER TO CMU GENERAL NOTES ON SHEET FOR CONCRETE BLOCK UNITS, MORTAR AND GROUT REQUIREMENTS.
2. VERTICAL REINFORCING:
A. DOWELS WITH STANDARD 90° HOOKS INTO THE FOUNDATION SHALL MATCH AND LAP VERTICAL REINFORCING.
B. WHERE VERTICAL REINFORCING IS LOCATED AT EACH FACE, THE BARS DO NOT NEED TO BE
PLACED IN THE SAME CELL, BUT THE SPACING NOTED NEEDS TO BE MAINTAINED FOR EACH SIDE OF THE WALL.
3. HORIZONTAL REINFORCING:
A. INSTALL STD 180° HOOK AROUND VERTS AT WALL ENDS AND JOINTS IN ALL HORIZONTAL REINFORCING BARS.
B. WHERE THE VERTICAL BARS ARE CENTERED IN THE WALL, HORIZONTAL REINFORCING BARS
SHALL BE LOCATED ON ONE SIDE (OR BOTH SIDES) OF THE VERTICAL BARS, ALLOWING THE VERTICAL BARS TO BE CENTERED.
C. WHERE THE VERTICAL BARS ARE AT EACH FACE IN THE WALL, HORIZONTAL REINFORCING
BARS SHALL BE LOCATED TOWARD THE CENTER OF THE CELL, ALLOWING THE VERTICAL
BARS TO BE LOCATED BETWEEN THE HORIZONTAL REINFORCING AND THE NEAREST FACE OF THE WALL.
CMU WALL
REINFORCING - CENTERED
EQ EQ
EQ EQ
# AT "CC EACH FACE
TYPICAL VERTICAL REINFORCING
CMU WALL
REINFORCING - EACH FACE
EQ EQ ...
REINFORCING
COVER PER
CMU GENERAL
NOTES
#4 AT 16"CC
TYPICAL VERTICAL REINFORCING
#4 AT 16"CC @ EA FACE
TYP HORIZ REINF;
1 (2) 3/4"Ø BOLTS SLOT TOP HOLES
VERTICALLY 1 7/8"
PL1/4 EA SIDE OF
GLULAM BEAM
BRG PL
MATCH ROOF
SLOPE
NOTES:
1. SPLICE BEAMS AT CL OF COLUMN EXCEPT AT CANTILEVER CONDITION.
2. INCREASE WIDTH OF BEARING PLATE AS REQUIRED WHERE COLUMN IS WIDER THAN SUPPORTED BEAM.
HSS COL
+1/8"
BEAM
W IDTH
1'-2"
1 1/2" 1 1/2"
10"3/4"
4" 4" 2"
1/4
1/4
TYP
CL COL CL COL
CL BM
1 ELEVATION
HSS COL
PL1/4x4
(2) 2x6 PLATES
DETAIL IS
SYMMETRICAL
WHERE WALL
CONTINUES
END OF PL
1 1/2" 3" 3" 5 1/4"
3/16
3/4"Ø BOLTS
CARRIAGE BOLTS
ACCEPTABLE
PLAN VIEW A-A
DBL TOP
PLATES
WALL CONTINUOUS
OR PERPENDICULAR
WHERE OCCURS
AA
S
S TA TE
O F
CA
L
I
FO R N I A
STRUCTURAL
R
ROF
E
P
ED ER T IS GE
S
I
N
ENGINEER
O
AL
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS #
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
WILLIAM B.
RADER
No. 3592
10/23/2024 5:26:19 PM c:\revit\2023-0123_DRY CREEK WWTP_rvt22_CENTRAL_Francisco_O_Rodriguez.rvt S516
MISC DETAILS
DCWWTP OPERATIONS
AND LAB BLDG
2100 15.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
DETAIL NO SCALE
S516 1
CMU WALL REINFORCING 411SD003
DETAIL NO SCALE
S516 2
BM OVER STL COL
665SD200
NO. DATE DESCRIPTION
1 8/28/2024 PC Revisions
2 10/23/2024 PC Revisions 2
DETAIL NO SCALE
S516 4
TOP PLATE AT COLUMN
665SD003
2 BID SET (PRELIMINARY)
THE CALIFORNIA ENERGY CODE SECTION 10-103 REQUIRES ACCEPTANCE TESTING ON ALL NEWLY INSTALLED LIGHTING CONTROLS, MECHANICAL SYSTEMS,ENVELOPES, AND PROCESS EQUIPMENT AFTER INSTALLATION AND BEFOREPROJECT COMPLETION. AN ACCEPTANCE TEST IS A FUNCTIONAL PERFORMANCETEST TO HELP ENSURE THAT NEWLY INSTALLED EQUIPMENT IS OPERATING AND INCOMPLIANCE WITH THE ENERGY CODE.LIGHTING CONTROLS ACCEPTANCE TESTS MUST BE PERFORMED BY A CERTIFIEDLIGHTING CONTROLS ACCEPTANCE TEST TECHNICIAN (ATT).MECHANICAL SYSTEM ACCEPTANCE TESTS MUST BE PERFORMED BY A CERTIFIEDMECHANICAL ATT FOR PROJECTS SUBMITTED ON OR AFTER OCTOBER 1, 2021.
A LISTING OF CERTIFIED ATT CAN BE FOUND AT
HTTPS://WWW.ENERGY.CA.GOV/PROGRAMS-AND-TOPICS/PROGRAMS/ ACCEPTANCE-TEST-TECHNICIAN-CERTIFICATION-PROVIDER-PROGRAM/ACCEPTANCETHE ACCEPTANCE TESTING PROCEDURES MUST BE REPEATED, AND DEFICIENCIESMUST BE CORRECTED BY THE BUILDER OR INSTALLING CONTRACTOR UNTIL THECONSTRUCTION/INSTALLATION OF THE SPECIFIED SYSTEMS CONFORM AND PASSTHE REQUIRED ACCEPTANCE CRITERIA.PROJECT INSPECTORS WILL COLLECT THE FORMS TO CONFIRM THAT THEREQUIRED ACCEPTANCE TESTS HAVE BEEN COMPLETED.
ACCEPTANCE TESTING REQUIREMENT
-
F F
WITH MVDSHOE FITTINGWITH MVD
AIR
FLOW
FLOW
AIR
CONICAL FITTING
AIR
FLOW
FLOW
AIRAIR
FLOW
FLOW
AIR
CONICAL FITTING
SUPPLY DUCT RISE 11
13 24
SUPPLY DUCT DROP
25 RETURN OR EXHAUST AIR DROP
12 RETURN OR EXHAUST AIR RISE
12"∅
12x12
MVD
10"∅ 12"∅
14/10
24x12
16x1214x12
14x10
14/10 16x1224x1230x5 16x12
24x12 7/524x12 16x1230x5 7/5
12x12
24x1224x12
12x12
24x1224x12 24x12
SECTION ATEXHAUSTDUCT RISER
EXHAUST DUCT DROP
R
LINED DUCT
R=36
RETURN DUCT DROP
RETURNSECTION ATDUCT RISER
24x12
TRANSITIONAL TURN
=1.5
WR
12x12
=1
WR
24x12
DUCT RISERSUPPLYSECTION AT
SUPPLY DUCT DROP
TURNINGVANES
W
14x1016x12
10/1424x12
16x1214x10 10/14
24x12
MVD
48x124/36/8
38x1210x8
12x12
38x12
4/36/8 10x1212x1248x1212x12
24x1224x12
12x12
24x12
12x6
24x12
24x12
FLEXDUCT
CONTRACTING FLOW
CONCENTRIC ECCENTRIC
24x12 24x12 1 IN 2
MAX.
12x12 12x12MAX.1 IN 2
MVD
12x1212"∅
SQUARE TOROUND TRANSITION
24x1214/10
14x10
16x12
TRANSITIONALRADIUS ELBOW
14" TRANSITION
10"10"
14" TRANSITION
W/ TURNINGSQUARE ELBOW
16x12
14x12
14/1024x1212"∅ 10"∅
ELONGATED
12"∅ 10"∅
TEE
30x5
16x12
24x12
24x5 BELOW24x7 ABOVE
W/ TURNING VANESSQUARE ELBOW
24x7 ABOVE24x5 BELOW
24x12 RADIUS ELBOW
TRANSITIONAL
7/5 SPLIT
30x5
TRANSITION
16x12
VANE ANGLE
20°-29°30°-50° AIRTURN
15° DEFLECTROL
TURNING VANES
12x12
24x12
CONVERGING OR DIVERGING
VANE ANGLE
FLEX. DUCTDIFFUSER
CEILINGDIFFUSER
BRANCH-SEEPLAN FOR SIZE
24x12
CEILINGDIFFUSERCAP ATEND OF RUN
DEFLECTROL
AND BRANCH
SAME SIZE
AS NECK SIZE
24x12
SAME SIZE
AND BRANCH
DEFLECTROL FIRE
DAMPER10'MAX.LENGTH -OVER 10'USE NO.6,7,8 OR 9
SIDEWALLREGISTER
6,7,8 OR 9USE NO.OVER 10'LENGTH -10'MAX.12x6
DEFLECTROL &BRANCH DUCTSAME SIZECEILINGDIFFUSER
24x12
14x10SQUARE ELBOWW/ DUCT TURNMVD16x12
48x1212x1210x8
24x1210/14
TRANSITIONALRADIUS ELBOW4/36/838x12TRANSITION
8"36"
4"
14"10"
14"
10"
RADIUS ELBOWTRANSITIONAL14x10
24x12
16x12
10/14 SPLIT
AIR FLOW
SQUARE ELBOWW/ DUCT TURN
4/36/838x12TRANSITION 12x12
48x1210x8
DIVERGING FLOW
24x12 1 IN 6 MAX.
12x121 IN 2MAX.
1 IN 6 MAX.12x12
CONCENTRIC ECCENTRIC
24x12
24x12 24x12
12x12 12x12
1 IN 2 MAX.
DUCT SYMBOLS
SYMBOL DESCRIPTION SYMBOL DESCRIPTION
1234
14161517
56 19
18 36"8"
4"
2120
87 10
9 2322
ACOUSTICALLY LINED
SHEET METAL DUCT 24 x 36 AL
45∅TEE
TURNING VANES
VANES
INDICATES ROUND DUCTSIN INCHES, TYPICAL
OR GRILLE
SIZE SHOWN IS NETINSIDE DIMENSION
26 24 x 36 AL
INCHES UNLESSOTHERWISE NOTED.
GENERAL NOTES MECHANICAL LEGEND
MARK OR EQUAL
GREENHECK
CFM
RH-1 FGR
MODEL NO.
2060 24"x24"
CURB
515
SIZE
30"x30"x12"
REMARKS
NOTES:1. PROVIDE 12" FACTORY STANDARD ROOF CURB.2. PROVIDE ALUMINUM BIRDSCREEN.3. PROVIDE BACKDRAFT DAMPER.
SEE NOTES34"x36" 19"
OPER.
APPROX.
WT.
LBS.
69 FPM THROAT SIZE HOOD SIZE HOOD HEIGHT MOUNTING DETAIL 6/M-401
RH-2 FGR 300 10"x10" 432 16"x16"x12" SEE NOTES20"x24" 14" 37RH-3 FGR 995 14"x20" 512 20"x26"x12" SEE NOTES24"x36" 16" 51RH-4 FGR 1470 18"x24" 490 24"x30"x16" SEE NOTES28"x36" 16" 57RH-5 FGR 1470 18"x24" 490 24"x30"x16" SEE NOTES28"x36" 16" 57 MFR
MODEL BORDER TYPE OBD FINISH DESCRIPTIONMARK
SG-1
SURFACE MOUNTED STEEL DOUBLE DEFLECTION SUPPLY GRILLE. 3/4"BLADE SPACING, FRONT BLADES PARALLEL TO SHORT DIMENSION. PROVIDE WITH STD. FINISH.
TITUS
300RS NO WHITESIDEWALL
GENERAL NOTES:
1. FURNISH ALL CEILING AIR TERMINALS WITH BORDER STYLES THAT COORDINATE WITH APPLICABLE CEILING TYPE. SEE
ARCHITECTURAL DRAWINGS FOR CEILING TYPES
2. PROVIDE RECTANGULAR TO ROUND DUCT ADAPTORS AND ROUND TO RECTANGULAR AS NEEDED TO MAKE DUCT CONNECTIONS PER PLANS.
3. TERMINAL NECK SIZE, TERMINAL FACE SIZE AND AIRFLOW DIRECTION DEFLECTIONS ARE PER PLANS.4. PAINT INSIDE OF DUCT PLENUMS ABOVE GRILLES, VISIBLE FROM OCCUPIED SPACE BELOW, FLAT BLACK. REFER TO SPECIFICATIONS. 350RL SIDEWALL WHITENORG-1
SIDEWALL STEEL SURFACE MOUNTED LOUVERED RETURN GRILLE. 3/4" BLADE SPACING, 35 DEGREE° DEFLECTION, BLADES PARALLEL TO LONG DIRECTION, PROVIDE WITH STD. FINISH.
SD-S
SURFACE MOUNTED STEEL MODULAR CORE, ADJUSTABLE, SURFACE MOUNTED CEILING DIFFUSER. PROVIDE WITH STD. FINISH. TITUS MCD NO WHITESURFACE 50F SURFACE WHITENOEG-S
LD PRICE RFD NO WHITET-BAR LAY-IN
SD-L
24"x24" STEEL MODULAR CORE, ADJUSTABLE, LAY-IN CEILING DIFFUSER.
PROVIDE WITH STD. FINISH. TITUS MCD NO WHITESURFACE
24"x24" STEEL, LAY-IN CEILING DIFFUSER. PROVIDE WITH STD. FINISH.
RG-L 50F T-BAR LAY-IN NO WHITE 24"x24" ALUMINUM LAY-IN CEILING RETURN GRILLE WITH 1/2"x1/2"x1/2 "
ALUMINUM EGG CRATE GRILLE. PROVIDE WITH STD. FINISH.
EG-L 50F T-BAR LAY-IN NO WHITE 24"x24" ALUMINUM LAY-IN CEILING EXHAUST GRILLE WITH 1/2"x1/2"x1/2 "
ALUMINUM EGG CRATE GRILLE. PROVIDE WITH STD. FINISH.
6/M-4016/M-4016/M-4016/M-401
ALUMINUM SURFACE MOUNTED CEILING EXHUAST GRILLE WIT
H 1
2"x
1 2"x
1 2"
ALUMINUM EGG CRATE GRILLE. PROVIDE WITH STD. FINISH.
TG-L 50F T-BAR LAY-IN NO WHITE 24"x24" ALUMINUM LAY-IN CEILING TRANSFER GRILLE WIT H 1/2"x1/2"x1/2
"
ALUMINUM EGG CRATE GRILLE. PROVIDE WITH STD. FINISH.
350RL SIDEWALL WHITENOTG-1
SIDEWALL STEEL SURFACE MOUNTED LOUVERED TRANSFER GRILLE. 3/4"BLADE SPACING, 35 DEGREE° DEFLECTION, BLADES PARALLEL TO LONGDIRECTION, PROVIDE WITH STD. FINISH.
RH-6 FGR 460 10"x14" 460 16"x20"x12" SEE NOTES24"x14" 16" 38 6/M-401 PLANS ARE NOT FOR CONSTRUCTION UNTIL APPROVED BY THE AUTHORITY HAVING JURISDICTION. THE CONTRACTORSHALL NOT ORDER ANY MATERIALS OR INSTALL ANY EQUIPMENT, PIPING, ETC. UNTIL PLANS ARE APPROVED BYTHE AUTHORITY HAVING JURISDICTION.
2. 9.8.7.6.6.5.
4.3.1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, CITY AND LOCAL CODES AND ORDINANCES.THE CONTRACTOR SHALL READ ALL OF THE GENERAL NOTES, SPECIFICATIONS AND PLANS AND SHALL BESATISFIED TO THEIR TRUE MEANING AND INTENT AND SHALL BE RESPONSIBLE FOR COMPLYING WITHEACH. WHEREVER TWO OR MORE SPECIFICATIONS MAY CONFLICT, THE MORE STRINGENT SPECIFICATIONSHALL TAKE PRECEDENCE.IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR AND MATERIAL NECESSARY
AND PROPER FOR THE WORK CONTEMPLATED AND THAT THIS WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVEIMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES THAT MAY EXIST IN THE PLANS AND/OR SPECIFICATIONS PRIOR TO SUBMITTING BID. THE OWNER'S REPRESENTATIVE AND THE ENGINEER'S INTERPRETATIONTHEREOF SHALL BE CONCLUSIVE.THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIORWRITTEN AUTHORIZATION FROM THE OWNERS REPRESENTATIVE.CONTRACTOR SHALL INSTALL ALL PIPING AND DUCTWORK SYSTEMS TO BEST SUIT FIELD CONDITIONS, ANDCOORDINATE WITH THE INSTALLATION WORK OF OTHER TRADES. THE DRAWINGS ARE DIAGRAMMATIC ANDSHALL NOT BE SCALED TO DETERMINE EXACT LOCATION OF PIPING. NOTIFY CONSTRUCTION MANAGER OF ANY DEVIATIONS FROM THESE DRAWINGS PRIOR TO FABRICATION AND/OR INSTALLATION.
LOCATIONS AND DIMENSIONS OF EQUIPMENT, PIPING, AND THEIR SUPPORTS ARE SHOWNDIAGRAMMATICALLY AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION OF PIPING ORDUCTWORK. ACTUAL DIMENSIONS AND LOCATIONS ARE DEPENDENT ON MATERIAL SUPPLIED BYCONTRACTORS. CONTRACTORS SHALL PROVIDE OR DETERMINE DIMENSIONS AND PROVIDE LAYOUTDRAWINGS FOR COORDINATION WITH OTHER TRADES IN ACCORDANCE WITH THE SPECIFICATIONS.CONTRACTOR SHALL REMOVE RUBBISH WASTE MATERIALS ON DAILY BASIS AND PROTECT AREAS FROMDAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANYDAMAGE WHICH MAY OCCUR.
ALL WORK SHOWN ANYWHERE ON THE DRAWINGS IS INCLUDED; SHOULD AN ITEM (SUCH AS A VALVE) BE SHOWN ON A DETAIL OR SCHEMATIC BUT NOT ON A PLAN VIEW OR VICE VERSA, IT MUST BE PROVIDED ASTHOUGH IT WERE SHOWN IN ALL PLACES ON THE DRAWINGS.CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES, INSERTS, SLEEVES, HANGING DEVICES, MISCELLANEOUS ANGLES, CHANNELS, UNISTRUT ETC. FOR INSTALLATION OF MECHANICAL AND PLUMBING EQUIPMENT, DUCTWORK AND PIPING, ETC. CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR AND ALL BUILDING TRADES TO AVOIDCONFLICTS AND TO MAINTAIN EQUIPMENT ACCESS AND SERVICEABILITY.
EACH MECHANICAL APPLIANCE SHALL BE APPROVED BY THE ADMINISTRATIVE AUTHORITY FOR SAFE USE ORCOMPLY WITH APPLICABLE NATIONALLY RECOGNIZED STANDARDS AS EVIDENCED BY THE LISTING AND LABELOF AN APPROVED AGENCY.
10.11. THERMOSTAT SETPOINTS SHALL BE PER CALIFORNIA T-24 REQUIREMENT. ANY DEVIATION FROM THESE SETPOINTS BECOMES THE RESPONSIBILITY OF THE USER OR CONTRACTOR.
12. SEISMIC BRACING FOR PIPING CARRYING HAZARDOUS OR COMBUSTIBLE MATERIALS (SUCH AS NATURAL LINES) SHALL BE PROVIDED FOR ALL PIPES > 1" DIAMETER IN SIZE. BRACING SHALL BE PER CBC SECTION 1616A.1.26.
ACCEPTABLE SEISMIC BRACING DETAILS INCLUDE THOSE SHOWN IN EATON/COOPER B-LINE OPM-0052-13.
13. SEISMIC BRACING FOR PIPING CARRYING HAZARDOUS OR COMBUSTIBLE MATERIALS (SUCH AS WATER LINES) SHALL BE PROVIDED FOR ALL PIPES > 3" DIAMETER IN SIZE. BRACING SHALL BE PER CBC SECTION 1616A.1.26.
ACCEPTABLE SEISMIC BRACING DETAILS INCLUDE THOSE SHOWN IN EATON/COOPER B-LINE OPM-0052-13.
MARK
SUPPLY FAN (UPFLOW)
COMPUTER ROOM AIR CONDITIONING UNITS SCHEDULE
COOLING ELECTRICAL SERVICE
VOLTAGE PHASE HZ
FILTERS
MCA MOCP
CRAC-1 PX018 66,500 54,800 SEE COMMENTS2800 1 0.90 460 3 60 18.8 25 MERV 8 670
AIR COOLED CONDENSER UNIT SCHEDULE
MARK REMARKS
MCA
ACCU-1 MCM040E1 1 1.8 CRAC-1 468 SEE NOTES 1-3,5
NOTES:1. PROVIDE WITH SINGLE CIRCUIT LINE SETS FROM CONDENSER TO INDOOR UNITS.2. PROVIDE CONTROLS WIRING BEWTEEN OUTDOOR ACCU UNITS AND INDOOR CRAC UNITS.3. REFRIGERANT 410A.4. CONTRACTOR SHALL COORDINATE AND PROVIDE THE MANUFACTURER'S REPRESENTATIVE THE FINAL REFRIGERANT ROUTE (PRIOR TO ORDERING OR INSTALLING ANY PIPING) TO VERIFY SIZES.
MAXIMUM LENGTH = 150 FT. AND 20 FEET MAX. VERTICAL DIFFERENCE BETWEEN INDOOR AND OUTDOOR UNIT. CONTRACTOR SHALL HAVE MANUFACTURER PROVIDE AN ENGINEEERED SHOP DRAWING IN THE SUBMITTAL.
NOTES:1. PROVIDE WITH STANDARD FEATURES.2. PROVIDE UNIT MOUNT CONDENSATE PUMP.3. COOLING CAPACITES ARE BASED ON 105°F AMBIENT, 75°F EDB, 61°F EWB, 45% RH. LAT = 54.3°F.4. COOLING CAPACITY OF UNITS IS BASED ON A MAXIMUM OF 3 KW COMPUTER RACK LOAD.5. PROVIDE UNIT WITH CONTACTS FOR AUTO-SHUT OFF.6. PROVIDE UNIT WITH PIPE ROUTING THRU TOP.7. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECTS.8. R-410A REFRIGERANT.9. PROVIDE REMOTE UNIT START/STOP AND ALARM DRY CONTACT.
MOCP
15 0.20
LIEBERT MODEL NO. TOTAL
CFM
EXTERNAL
S.P. (IN) MOTOR QTY. HP TOTAL BTU/H SENSIBLE BTU/H SIZE (QTY)INCHES EFF WEIGHT
(LBS) COMMENTS
LIEBERT
MODEL NO.
ELECTRICAL SERVICE
UNIT
SERVED
OPERATING
WT. LBS.
QTY.
10.6 LBS. OF
REFRIGERANT
RL
5/8"
RS
7/8"
HP (EA.) FLA (EA.)
29.5"x28.5"x2"
RL
1/2
RS
5/8
PIPING SIZES
REFRIGERANT DRAIN
DIA.
3/4
FANS
1.25 VOLTAGE PHASE HZ
1.4 460 3 60
REFRIGERANT
SEE NOTE 5
F
NEWOPPOSED BLADE DAMPEROUTSIDE AIRPHASERETURN AIRRETURN DIFFUSERROOF EXHAUST FANREVOLUTION PER MINUTERETURN REGISTER (GRILLE)SHEET METALSUPPLY AIRSUPPLY DIFFUSER (REGISTER) (GRILLE)TRANSFER GRILLETURNING VANESUNDERCUT DOORSUP THRU ROOFUTR
UCDTVTGSD(R)(G)SASMRR(G)RPMREFRDRA
∅
OSAOBD(N)
ACADAEAL
CDCFMCEFEF(E)EGESPFCFDFTHZHPIFMBH
MVD
MCA MINIMUM CIRCUIT AMPACITY
MANUAL VOLUME DAMPER
THOUSAND BTU PER HOURHORSE POWERHERTZFOOT OR FEETFIRE DAMPERFLEXIBLE CONNECTIONEXTERNAL STATIC PRESSUREEXHAUST GRILLEEXISTINGEXHAUST FANCEILING EXHAUST FANCUBIC FEET PER MINUTECONDENSATE DRAIN
ACOUSTICAL LININGAIR EXTRACTORACCESS DOORAIR CONDITIONING
INDOOR FAN
RH RADIANT HEATER
FALFA FRESH AIR
FRESH AIR LOUVER
EAL EXHAUST AIR LOUVEREA EXHAUST AIR
TD TRANSFER DUCT
BACKDRAFT DAMPERBDDCENTERLINEDOOR LOUVER
CDL
L
FIRE/SMOKE DAMPERFSD FSD
GAUGEGALVANIZED IRON
GAGI
MAXIMUM OVER CURRENT PROTECTIONMOCPON CENTEROC
S SENSORT THERMOSTAT
TEMPERATURE CONTROL PANELTCP
LEAVING AIR TEMPERATURELATPOUNDSLBS.LOCK ROTOR AMPSLRAHEATING & VENTILATIONH&VGALVANIZED SHEET METALGSM
FLA FULL LOAD AMPS
FEET PER MINUTEFPMDEGREES FAHRENHEIT°FENTERING AIR TEMPERATUREEATDOWNDN.DRY BULBDBBRAKE HORSEPOWERBHP
ABOVE FINISHED FLOORAFF
MAXIMUMMAX.
VOLTSVVARIABLE AIR VOLUMEVAVVARIABLE FREQUENCY DRIVEVFDWITHW/WET BULBWBWEIGHTWT.TYPICALTYPTOTAL STATIC PRESSURETSP TEMPERATURETEMP.
SS STAINLESS STEEL
REFRIGERANT SUCTIONRSREFRIGERANT LIQUIDRLPOINT OF CONNECTIONPOCQUANTITYQTYOPENINGOPNG.MOTORIZED DAMPERM
MANUFACTURERMFR
MINIMUMMIN.
TO BE DETERMINEDTBD
BOTTOM OF DUCTBOD
SD SMOKE DETECTOR
OUTSIDE AIR HOODOSH
C CO2 SENSOR
(NECK SIZE) (TERMINAL TYPE)(TERMINAL CFM), (ENTERING DUCT)
AIR TERMINAL TAG DESCRIPTION
12x12 SD-L
300,12"Ø
CHILLED WATER SUPPLYCHWSCHILLED WATER RETURNCHWR
POINT OF DISCONNECTIONPOD
H SPACE HUMIDITY SENSOR
RELIEF HOOD SCHEDULE
DIFFUSER, REGISTER AND GRILLE SCHEDULE
7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O
TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:
PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:25:44 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt M-001
SYMBOLS ANDNOTESDCWWTP OPERATIONSAND LAB BLDG
4/24/18
Author 210015.01
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
SEE NOTES BELOW
NOTES:1. FIELD PROVIDED WALL MOUNTED THERMOSTAT WITH PROTECTIVE SCREEN AND SET TO MAINTAIN 40°F.2. FACTORY PROVIDED SURFACE MOUNTING FRAME - STAINLESS STEEL - MODEL SEDSMC.3. FACTORY PROVIDED STAINLESS STEEL FINISH.4. STANDARD DUAL PROTECTION: THERMAL CUTOUT WITH INDICATOR LIGHT AND ONE TIME THERMAL FUSE.
VARIABLE REFRIGERANT FLOW (VRF) OUTDOOR UNIT SCHEDULE
MARK
RXTQ36TAVJ9A 208/1/60 17220
NOTES:1. REFRIGERANT TYPE R410A2. CAPACITIES SHOWN HERE ARE AT AHRI NOMINAL CONDITIONS (AHRI 1230)3. THIS MARK HAS TWO ELECTRICAL SERVICES/POINTS OF CONNECTION.4. COORDINATE DISCONNECTS AND SERVICE WITH ELECTRICAL PLANS.5. SEE 8/M-403 FOR REFRIGERANT PIPE SIZES. THE CONTRACTOR SHALL COORDINATE WITH MANUFACTURER'S SUBMITTAL FOR FULL PIPING
LAYOUT AND PROVIDE SHOP DRAWINGS PRIOR TO SUBMITTAL
SEE NOTES10
ELECTRICAL
SERVICE
OPER.
WEIGHT
(LBS)
DAIKIN
MODEL NO.
(16)
ARI
IEER
(SEER)
ARI
EER
16.5 MCA MOCP DIMENSIONS (HxWxD)
(9)29
DESIGN
COOLING
(MBH)
36 DESIGN
HEATING
(MBH)
CONNECTION
RATIO
86.9 V/PH/HZ
REMARKS
39"x37"x14"
ARI
COP
(HSPF)
3/M-501
MOUNTING
DETAIL
CONTROL
DETAIL
2/M-401
REMARKS
DX COOLING COIL
CFM
MARK
SUPPLY FAN
VRF INDOOR FAN COIL UNIT SCHEDULE
ESP MBH SENS/TOT
WEIGHT
(LBS)
OUTSIDE AIR
(CFM)
HEAT PUMP HEATING
MBH EAT (°F)FLA
DAIKIN
MODEL NO. LAT (°F) TYPESERVED BY SPACE SERVED MCA MCOP
ELECTRICAL
SERVICE
DB/WB V/PH/HZ
EAT (°F) LAT (°F)
DB
DIMENSIONS
(L"xW"xH")
FC-1AFC-2AFC-3AFC-1BFC-2BFC-3B
VRF-AVRF-AVRF-AVRF-B
BUNK ROOM 129-131
OFFICE 114,115
CORRIDOR
OPEN OFFICE 108
STORAGE/LAUNDRY
CORRIDOR 118
NOMINAL
TONS
0.60.51.50.6 1.25
1.5 9/90.63FC-1D
WB °F
DB °F
EAT
FLA
REMARKS
DX COOLING
CFM
MARK
SUPPLY FAN
HP-1D 208/1/60 60 1 11.6 15 343
NOTES:1. REFRIGERANT TYPE R410A2. REFRIGERANT PIPE SIZES PER FAN COIL SCHEDULE.3. REFRIGERANT LINE LENGTH IS RATED FOR UP TO 165' TOTAL LENGTH, 100' HEIGHT DIFFERENCE AND UP TO 15 BENDS AT THE SCHEDULED LINE SIZES. CONTRACTOR TO NOTIFY OF DISCREPANCIES.
QTY
1 CONTROL ROOM 125
MBH
SENS/TOT
WEIGHT
(LBS) ROOM SERVED
17.80 ELECTRICAL
SERVICE
V/PH/HZ RLA
UNIT
SERVED WEIGHT (LBS)
15 LIQUID
REFRIGERANT
SUCTION
MANUFACTURER
AND
MODEL NO.
11.10.75 NOMINAL
TONS MARK NO.
COMPRESSOR
REMARKS
FC-1D
MOCPMCA
SEE NOTES
AHRI
EER
AHRI
SEER NO. FLA
CONDENSER
73 LRA
1 .13 4.0
COP
HEAT PUMP HEATING
TOTAL MBH
WB °F
DB °F
LAT
DB °F
EAT
DB °F
LAT
MANUFACTURER
AND
MODEL NO.
DAIKIN
FDMQ09RVJU
DAIKIN
RX09RMVJU9A
TYPE
2/M-401 DUCTED
MOUNTING
DETAIL
1/M-502
CONTROL
DETAIL
MOUNTING
DETAIL
CONTROL
DETAIL
ELECTRICAL
SERVICE
V/PH/HZ
MOCPMCA OSA (CFM)
HP-1E SEE NOTES FC-1E DUCTED CONTROL ROOM
FXSQ07TBVJU DUCTED 281 0.6" 0.6 5.3/5.9 76/61 59 8.4 70 98 208/1/60 0.8 15 22"x10"x32" 55 55 SEE NOTES DUCTED 530 0.6 1.2 10.6/12.0 75/61 57 208/1/60 2.88 15 28"x29"x32" 60DUCTED 281 0.6 0.6 4.8/4.8 76/61 61 208/1/60DUCTED 600 0.6 1.3 13.2/14.5 56 208/1/60 15 77 FXSQ05TBVJUFXSQ18TBVJU
281 0.6" 0.6 4.8/4.8 76/61 61 6.4 70 91 208/1/60 0.8 15 22"x10"x32" 55 55 74/61600 0.6" 1.3 13.2/14.5 56 19.8 70 100 208/1/60 1.6 15 39"x10"x32" 77 175 FC-1E
LOCATION
FAN
MARK MODEL NO.
MANUFACTURER/
CFM E.S.P.
MOTOR
ENCLOSURE
INPUT
RPM V/PH/HZ
SERVICE
MOTOR
ROOMS SERVED REMARKS
IEF-1
(INLET/
NOTES:1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT2. PROVIDE WITH BACKDRAFT DAMPER3. INSTALL WITH LINE VOLTAGE THERMOSTAT. ON AT 90° F AND OFF AT 80° F.4. PROVIDE WITH MOTOR STARTER EQUIVALENT TO GREENHECK MSAC-1-9/J-G1.6-40 TYPE
DRIVE
2060 .35" 380 208/1/601640 66TENV 15.1/11.7 GREENHECK MENS LOCKER ROOM SQ-130-VG DIRECT DRIVE CEILING SONES
RADIATED)
DETAIL
MOUNTING
DETAIL
CONTROL
2/M-501
WEIGHT
OPER.
(LBS)
IEF-2 300 .35" 45 115/1/601566 56TENV 7.4/6.5 RESTROOM 119-120 GREENHECK SQ-80-VG DIRECT DRIVE 2/M-501 (W)
REYQ216AAYDA 460/3/60 97230 SEE NOTES11 20.529.9 3.25164 185 98.4 65"x69"x28" 3/M-501 DUCTED DUCTED
BUNK ROOM 126-128
FC-4BFC-5BFC-6BFC-7BFC-8BFC-9B
FC-10B
FXSQ05TBVJUFXSQ15TBVJUFXSQ18TBVJUFXSQ05TBVJUFXSQ30TBVJUFXSQ18TBVJUFXSQ12TBVJUFXSQ48TBVJUFXSQ12TBVJUFXSQ48TBVJU
VRF-BVRF-BVRF-BVRF-BVRF-BVRF-BVRF-BVRF-BVRF-B
0.62.51.51.04.01.04.0 DUCTEDDUCTEDDUCTEDDUCTEDDUCTEDDUCTEDDUCTED 281812600335
1307
335
1307
0.6"
0.60.60.6 0.6"0.6"
0.6 0.8 15 22"x10"x32" 55 35
35 185
8095704575
126289
6.4 70 91
76/6175/6175/6175/6175/6175/6175/6175/61
21.0/24.0 5112.7/14.5 56
9.3/9.6 51
31.6/38.7 53
4.7/4.8 619.3/9.6 51
31.6/38.7 53
208/1/60208/1/60208/1/60208/1/60208/1/60208/1/60208/1/60 707070707070707070
16.8 9919.8 100
6.4 91
33.6 10819.8 10013.3 10753.4 10813.3 10753.4 108
15151515151515
0.81.61.61.80.80.82.82.8 55827755
104
55 104
39"x29"x32"22"x29"x32"39"x29"x32"39"x29"x32"22"x29"x32"55"x29"x32"22"x29"x32"55"x29"x32"
REMARKS
VRF BRANCH CIRCUIT CONTROLLER BOX SCHEDULE
DAIKIN
MODEL NO.
ELECTRICAL
SERVICE
V/PH/HZ
WEIGHT
(LBS) MCA MOCPSERVICE
MAX
CAPACITY
(MBH)
DIMENSIONS
(LxWxH)
1 11.6 15 17.8015 11.10.75 731 4.0 60 343 1 9/90.63 DAIKIN RX09RMVJU9A DAIKIN FDMQ09RVJU HEF-1 765 .35" 201 460/3/602444 308TEFC - FH-1 GREENHECK VEKTOR-H-10 BELT DRIVE ROOF 5/M-401 1/M-503 HEF-2 765 .35" 201 460/3/602444 308TEFC - FH-2 GREENHECK VEKTOR-H-10 ROOF HEF-3 765 .35" 201 460/3/602444 308TEFC - FH-3 GREENHECK VEKTOR-H-10 ROOF
LOCATION
SIZE (IN.)
MARK MODEL NO. WIDTH DEPTH CFM V/∅/HZ ELECTRICAL
AIR VOLUME
REMARKS
FH-1 12.8" - 60 37.7" 765 0.22" 450 LABORATORY SEE NOTES WEIGHT
115/1/60
S.P. (IN.)
DUCT SIZE
(I.D.)
COLLAR
FH-2FH-3
LABCONCO
PROTECTOR XL
(IN.) (IN.) (LBS) (OR EQUAL) - 60 37.7" 765 0.22" 450 LABORATORY 115/1/60 SEE NOTES PROTECTOR XL - 60 37.7" 765 0.22" 450 LABORATORY 115/1/60 SEE NOTES PROTECTOR XL WEF-1
BROAN
512M 70 48 120/1/602660 -- 0.9 WALL -9/M-401 JANITOR SEE NOTES: 1-2 PORTS
HP-1F 214 1 8 31 18.825 10.83 FC-1F SEE NOTES132 EQUIPMENT ROOM 920 1 36/360.57DFC-1F 0.5 4.52 MITSUBISHI TPKA0A0361KA70A MITSUBISHI TRUZA0361KA70BA DUCTLESS HP-1G FC-1G DFC-1G
DFC-1HDFC-2H
HP-1HHP-2H
214214214
FC-1HFC-2H
MDF 36/36920 1 MITSUBISHI TPKA0A0361KA70A DUCTLESS
ELECTRICAL 36/36920 1 MITSUBISHI TPKA0A0361KA70A DUCTLESSELECTRICAL 36/36920 1 MITSUBISHI TPKA0A0361KA70A DUCTLESS 1 8 31 18.825 10.83 SEE NOTES13 4.52 MITSUBISHI TRUZA0361KA70BA 1 8 31 18.825 10.83 SEE NOTES13 4.52 MITSUBISHI TRUZA0361KA70BA1 8 31 18.825 10.83 SEE NOTES13 4.52 MITSUBISHI TRUZA0361KA70BA 1/M-502
0.50.50.50.50.50.50.5 222
0.570.570.57
20EH-1 SED1012C (WALL) 50 1000 8.33413 (10.5x1.125x17.25)
ELECTRICAL SERVICE
120/1PH/60HZ. WEIGHT
(LBS) BTU/hCFM
QMARK
MODEL NO.
(W"xD"xH")
MARK
WATTS AMPS
REMARKS
IEF-3IEF-4
GREENHECK
SQ-120 1470 .35" 323 460/3/601487 66ODP LABORATORY
DIRECT
DRIVE 1/M-503
GREENHECK
SQ-120 1470 .35" 323 460/3/601487 66ODP 10.3/7.8 LABORATORY DIRECT
DRIVE
OFFICE 110,111
OPEN OFFICE 108
OFFICE 104,105
OFFICE 103
RECEPTION 101
KITCHEN 109
10.3/7.8
0.61.51.30.72.20.72.2 .13
2/M-401
5/M-4015/M-4014/M-4014/M-4014/M-4014/M-401
2/M-4012/M-4012/M-4012/M-4012/M-401
CEILINGCEILINGCEILING
WOMENS LOCKER ROOM
12.8"12.8"
SEE NOTESSEE NOTESSEE NOTESSEE NOTESSEE NOTESSEE NOTESSEE NOTESSEE NOTESSEE NOTESSEE NOTESSEE NOTESSEE NOTES
CONFERENCE ROOM
107
CONFERENCE ROOM
102
CEF-1 GREENHECK SP-B150 150 .25" 128 115/1/601050 10ODP 3.0 CEILING -2/M-404 MECHANICAL 132 SEE NOTES: 1-3 DIRECT DRIVE
LOCATION
VARIABLE FREQUENCY DRIVE SCHEDULE
MARK VOLTS/PH/HZ REMARKSHP SERVES WEIGHT MOUNTING DETAIL MANUFACTURER / MODEL # VFD-1 ABB, INC / ACH580 IEF-31.0 18 8/M-404 SEE NOTES460/3/60 VFD-1 ABB, INC / ACH580 1.0 460/3/60 IEF-4 18 8/M-404 SEE NOTES SEE NOTES: 1,2,4SEE NOTES: 1,2,4SEE NOTES: 1,2,4SEE NOTES: 1-2SEE NOTES: 1-2SEE NOTES: 1-2SEE NOTES: 1-2
EQUIPMENT ROOM
136
EQUIPMENT ROOM
136
BELT
DRIVE
BELT
DRIVE
IEF-5
GREENHECK
SQ-90-VG 460 .35" 45 115/1/601525 56TENV 7.2/6.1 CEILING 4/M-404 SEE NOTES: 1-2 DIRECT DRIVE LABORATORY 1/M-5031/M-5031/M-5031/M-503
1/M-5021/M-5021/M-5021/M-502
208/1/60208/1/60208/1/60208/1/60208/1/60
NOTES:1. CFM IS AT 100 FPM WITH SASH AT (18"). PROVIDE STOP.2. STAINLESS STEEL EXHAUST COLLAR TRANSITION T0 12" DIAMETER.3. FOR CHEMICAL FUME HOOD DUCT MATERIALS, SEE SPECS.4. CONTRACTOR SHALL HIRE "TECHNICAL SAFETY SERVICES" (TSS) TO TEST HOOD FOR ASHRAE 110 CODE COMPLIANCE. COORDINATE TESTING WITH THE OWNER AND CONTRACTOR.
5. FH-1, FH-2, & FH-3 SHALL BE ACCESSIBLE. HEIGHT OF HOOD & UTILITIES SHALL MEET ALL ACCESSIBILITY REQUIREMENTS.
6. COORDINATE WITH LAB FURNITURE PROVIDER FOR ALL REQUIREMENTS.7. HOOD SHALL BE 316 STAINLESS STEEL INTERIOR ACID TYPE HOOD, WASHDOWN SYSTEM, INTEGRAL WORK SURFACE, DRAINAGE TROUGHS AND CONTROL PANEL.
8. REMOVABLE FRONT ACCESS PANELS, LIGHT WITH ON-OFF SWITCH.9. PROVIDE OVAL CUPSINK (BACK -LEFT) FOR FH-1 & (FRONT-LEFT) FOR FH-2 & FH-3.
ORIENTATION PER USER.
10. PROVIDE OUTLETS AND FAUCET FOR VACUUM, AIR, NITROGEN & DI WATER. SEE PLUMBING PLANS FOR LOCATIONS.
11. PROVIDE FUME HOOD ALARM.12. VERIFY ALL MODEL NUMBERS WITH MANUFACTURER.13. FUME HOODS SHALL BE PROVIDED BY CONTRACTOR.14. PROVIDE CABINET BASED UNDER HOOD.15. PROVIDE STAINLESS STEEL CLOSURE PANELS ABOVE HOOD TO CEILING. 460/3/60
DB WBWBDB
LAT °FEAT °FMBH
SENS. TOTAL
DX COOLINGSUPPLY FAN
CFM
MARK
RPM
REMARKS
V/PH/HZ
NOTES:1. SELECTION/DESIGN CRITERIA: 102°F DB/70°F WB. (SUMMER), 24°F DB (WINTER).2. PROVIDE DIRECT DRIVE ECM SUPPLY FAN.3. PROVIDE DUCT SMOKE DETECTOR. PROVIDED BY ELECTRICAL, INSTALLED BY MECHANICAL FOR AUTOMATIC SHUTDOWN PER 2022 CMC 609.1.
4. PROVIDE NEMA 3R DISCONNECT SWITCH.
MOCP
SEE NOTES
DAIKIN
MODEL NO. ESP
(IN.)
ELECTRICAL
UNIT
FLA
MINIMUM
OUTSIDE
AIR
(CFM)
WEIGHT
(LBS) EER TSP
(IN.) BHP FLA MCA
PRE FILTERS
QTY. SIZE MERV
(IN.)
HEAT PUMP HEATING
EAT
°F HP
NOMINAL
TONS
DOAS-A
MBH LAT °F IEER
6 DPSH06B 2060 1.0 2.0 2121 0.99 1.7 2.3 77.3 77.3 102 70 64 57 59.8 43 69 52.5 64.5 70 - - 1258 2060 LRA
(EA) QTY. RLA (EA)
COMPRESSORS CONDENSER FAN
HP
(EA) QTY. FLA (EA)
1 1/2 0.9
2 0.51 1.7 2.3 52.3 52.3 102 70 62 57 42.4 43 72 38.1 46.5 50 - - 119 460/3/60 SEE NOTES: 1,2,4DOAS-B 4 DPSH04B 1295 1.0 1.6 169 5 1295 4 16"x16"x2" 13 - - - 1 - 11.6 1 1/2 0.9
DOAS-C 64.3 164.3 102 70 62 57 126.4 43 70 99.6 105.8 125 - - 2104 4100 460/3/60 SEE NOTES12 DPSH12B 4100 1.0 2.4 1877 2.43 4.3 4.6 1 6 18"x24"x2" 13
2 1 3.4
SUPPLEMENTAL
ELECTRIC HEATING
LAT °FFLA EAT °FkW
30 36.1 28 7418 21.7 28 72
4 16"x16"x2" 13 - - - 54 65 28 69 - - - 1 - 11.6 1 - 25.0 VRF-A
NOTES:1. SELECTED WITH 102°F DB/70°F WB (SUMMER) AND 24°F DB (WINTER) TEMPERATURES.2. PROVIDE DIRECT-DRIVE PLENUM FAN WITH ECM MOTOR.3. REFRIGERANT PIPES SIZED PER 8/M-403.
4. SEE ELECTRICAL DRAWINGS FOR DISCONNECT LOCATION.5. MANUFACTURER PROVIDED INTEGRAL CONDENSATE LIFT PUMP. SEE PLUMBING DRAWINGS FOR CONDENSATE ROUTING.6. MFR PROVIDED FILTER BOX WITH MERV 13 FILTERS. COORDINATE FILTER SIZE WITH FILTER BOX CUTSHEETS.
SEE NOTES64 7595
NOTES:1. REFRIGERANT TYPE R410A2. WIRED REMOTE CONTROLLER3. DRAIN PIPE CONNECTION SIZE 5/8"4. REFRIGERANT PIPE SIZES MAY NEED TO BE MODIFIED PER MANUFACTURER INSTRUCTIONS BASED ON IN FIELD LENGTHS.
5. PROVIDE UNIT WITH MERV 13 FILTERS.
1/4 3/839 6780 43 86 40 3/M-401 1/M-502208/1/60 159
159 55 SEE NOTES64
VRF-B
SEE NOTES101208/1/60BCC-1
MARK
BS10Q54TAVJ 1.0 15VRF-2 290 32"x12"x19"
NOTES:1. COORDINATE DISCONNECT AND SERVICE WITH ELECTRICAL PLANS.2. SEE SHEET 8/M-403 FOR REFRIGERANT PIPE SIZES. THE CONTRACTOR SHALL COORDINATE WITH MANUFACTURER'S SUBMITTAL FOR FULL
PIPING LAYOUT AND PROVIDE SHOP DRAWINGS PRIOR TO SUBMITTAL
3. PROVIDE FULL PORT BALL VALVES ON EACH BRANCH SELECTOR BOX REFRIGERATION LIQUID AND SUCTION LINE BRANCH. 7595 39 6780 43 86
10 SEE NOTES46 7595 3/8 5/8 -- 7/M-401 -1 - SEE NOTES64 SEE NOTES64SEE NOTES64
7595 3/8 5/8 -- - - 7595 3/8 5/8 -- - - 7595 3/8 5/8 -- - - 3/M-401 8/M-401 7/M-401 8/M-401 7/M-401 8/M-401 7/M-401 8/M-401 1/4 3/8 111 HEATING LOCKED OUT HEATING LOCKED OUT HEATING LOCKED OUT HEATING LOCKED OUT NOTES:
1. COMPLETE WITH MANUAL BYPASS. SEE ELECTRICAL FOR FUSED DISCONNECT2. NEMA-3 RATED ENCLOSURE TYPE3. A PASS THROUGH I/O SHALL OPEN VALVES IN THE SYSTEM IF VFD GOES INTO BYPASS MODE TO ALLEVIATE OVER PRESSURIZATION 1/M-5021/M-5021/M-5021/M-5021/M-502
208/1/60208/1/60208/1/60208/1/60208/1/60
DENSING UNIT SCHEDULE INDOOR FAN COIL UNIT SCHEDULEOUTDOOR AIR COOLED CON
FUME HOOD SCHEDULE EXHAUST FAN SCHEDULE
ELECTRIC HEATER DEDICATED OUTSIDE AIR SYSTEM
7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A F C O TATS N I CA L CH E M
R. N
S
NOR
ROF P
ED RETS
I
GE
R
SS I ONAL
ENG I
N
E
E
R
AE E T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:25:45 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt M-002
MECHANICALSCHEDULESDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
1 NO. DATE DESCRIPTION
1 08/28/2024 PC Comments
BID SET (PRELIMINARY)
C US
www.captiveaire.com
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
DESCRIPTION DATE:
ACCORDANCE
No. 96
BUILT
NFPA
W I TH
I N
S
L
ID
T
E
R
12345678910111213141516171819202122
[3][3]
23 [2][1]
7007677
MASTER DRAWING
MRE
1 9/11/2024
Dry Creek Waste Water
3/4" =1'-0"
,
Northern California Office
1110 Burnett Ave, Suite G, Concord, CA, 94520 PHONE: (925) 962 - 1999 FAX: 9255668565 EMAIL: [email protected] 1 111 2 YEAR PARTS WARRANTY TAG QTY DESCRIPTION- VARIABLE SPEED CONTROL. - THERMAL OVERLOAD PROTECTION (SINGLE PHASE). - HIGH HEAT OPERATION 300°F (149°C). EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300°F (149°C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. NORMAL TEMPERATURE TEST 19"21"
25 1/2"
12 1/8"
2"
18 1/2"
- INTERNAL WIRING.
- ROOF MOUNTED FANS.
- RESTAURANT MODEL.
FEATURES:
- DIRECT DRIVE CONSTRUCTION (NO BELTS/PULLEYS).
TOP VIEW
25 1/2"
21"
- NEMA 3R SAFETY DISCONNECT SWITCH.
DUCTWORK BETWEEN
EXHAUST RISER ON HOOD
AND FAN (BY OTHERS).
25 1/4"
- UL705
3" FLANGE.
19"
19"
ROOF OPENING
DIMENSIONS.
20 GAUGECONSTRUCTION.
STEEL
12"
19 1/2"
19 1/2"
CURB.
FAN #1 DU33HFA - EXHAUST FAN
OPTIONS- ECM WIRING PACKAGE - MANUAL OR0-10VDC REFERENCE SPEED CONTROL-RTC- (TELCO MOTOR), CCW ROTATION.- 2 YEAR PARTS WARRANTY. 1 # 1 18 LBS CURB 19.500"W X 19.500"L X 12.000"H.
NO ON FAN WEIGHT ITEM SIZE
1 1 DU33HFA CAPTIVEAIRE 900 0.500 1498 TEAO-ECM 0.333 0.2090 1 115 4.3 446 FPM 65 15.6 TAG QTY FAN UNIT MODEL # MANUFACTURER CFM ESP RPM MOTOR ENCL HP BHP PHASE VOLT FLA DISCHARGE VELOCITY WEIGHT (LBS) SONES 1 3624
VHB-G
CAPTIVEAIRE 6' 0" 700 DEG II N/A 150 900 4" 10" 900 1650 -0.154" 430 SS 100% ALONE ALONE
TAG MODEL MANUFACTURER LENGTH
MAX
COOKING
TEMP
TYPE APPLIANCE DUTY DESIGN CFM/FT TOTAL EXH CFM
EXHAUST PLENUM
RISER(S)
WIDTH LENG HEIGHT DIA CFM VEL SP
HOOD
CONSTRUCTION
HOOD CONFIG
END TO
END ROW
1 0 NO 157 LBS
TAG
FILTER(S)
TYPE QTY HEIGHT LENGTH
EFFICIENCY
@ 7
MICRONS
LIGHT(S)
QTY TYPE WIRE GUARD
UTILITY CABINET(S)
LOCATION SIZE
FIRE SYSTEM
TYPE SIZE
ELECTRICAL
MODEL #
SWITCHES
QUANTITY
FIRE
SYSTEM
PIPING
HOOD
HANGING
WEIGHT
DRAIN FULLPERIMETERGUTTER.
SEE HOOD TABLE.
§ EXHAUST RISER.
HANGING ANGLE.
EQUIPMENT
BY OTHERS.
80"
24" NOM.
36"
IT IS THE RESPONSIBILITY
OF THE ARCHITECT/OWNER TO
ENSURE THAT THE HOOD CLEARANCE
FROM LIMITED-COMBUSTIBLE
AND COMBUSTIBLE MATERIALS
IS IN COMPLIANCE WITH
LOCAL CODE REQUIREMENTS.
6' 0"NOM./6' 0.00"OD.
36"
§
36" 36"
18"
∅ 10"
1/2" - 13 TPIGRADE 5 (MINIMUM)STEEL HEX NUT.1/2" GRADE 5(MINIMUM) STEELFLAT WASHER.1/2" - 13 TPIGRADE 5 (MINIMUM)STEEL HEX NUTS.1/2" GRADE 5(MINIMUM) STEELFLAT WASHER.1/2" - 13 TPIGRADE 5 (MINIMUM)STEEL ALL-THREAD.
HOOD CORNERHANGING ANGLE(WEIGHT BEARING
ANCHOR POINT
FOR HOOD).
HOOD CORNER
HANGING ANGLE
1/2" - 13 TPIGRADE 5 (MINIMUM)STEEL HEX NUTS.1/2" GRADE 5(MINIMUM) STEELFLAT WASHER.
ASSEMBLY INSTRUCTIONS
HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI GRADE 5(MINIMUM) ALL-THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADE 5 (MINIMUM) STEEL FLAT
WASHERS AND 1/2" - 13 TPI GRADE 5 (MINIMUM) HEX NUTS ASSHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION BENEATHHOOD HANGING ANGLES AND ABOVE CEILING ANCHORS. MAINTAIN1/4" OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT-LBS.
(HARDWARE BY INSTALLER)
REF-1REF-1
H-1
7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A F C O TATS N I CA L CH E M
R. N
S
NOR
ROF P
ED RETS
I
GE
R
SS I ONAL
ENG I
N
E
E
R
AE E T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:25:45 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt M-003
MECHANICALSCHEDULESDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP CONSTRUCTION DOCUMENTS 1
NO. DATE DESCRIPTION
1 08/28/2024 PC Comments
BID SET (PRELIMINARY)
7750 College Town Dr, Ste. 101
Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O
TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:25:57 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt M-101
TITLE 24DCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
7750 College Town Dr, Ste. 101
Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O
TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:26:09 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt M-102
TITLE 24DCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
7750 College Town Dr, Ste. 101
Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O
TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:26:21 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt M-103
TITLE 24DCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
7750 College Town Dr, Ste. 101
Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O
TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:26:24 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt M-104
TITLE 24DCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
1 NO. DATE DESCRIPTION
1 08/28/2024 PC Comments
BID SET (PRELIMINARY)
7750 College Town Dr, Ste. 101
Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O
TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:26:24 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt M-105
TITLE 24DCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
1 NO. DATE DESCRIPTION
1 08/28/2024 PC Comments
BID SET (PRELIMINARY)
PH
PH
PH
CR
PH
CR
CR
CR
CR
CR
CR
CR
CR
A A.5
B
C
E
F
1 2
45 1011
131
BUNK ROOM
130
BUNK ROOM 129
BUNK ROOM
128
BUNK ROOM
127
BUNK ROOM
126
BUNK ROOM
125
CONTROL ROOM 2
118
CORRIDOR
135
FIRE RISER
134
ELECTRICAL
133
MDF
123
MEN'S LOCKER RM
124
LAUNDRY
122
WOMEN'S LOCKER RM
113
WORK ROOM
136
EQUIPMENT ROOM
112
LABORATORY
111
OFFICE
114
OFFICE
115
OFFICE
116
RECORDS
117
STORAGE
121
JANITOR
118
CORRIDOR
108
OPEN OFFICE
120
RESTROOM
119
RESTROOM
109
KITCHEN
107
CONFERENCE ROOM
106
CONTROL ROOM 1
105
OFFICE
104
OFFICE
103
OFFICE
101
RECEPTION
102
CONFERENCE ROOM
110
OFFICE
FC
1A
FC
2A FC
3A
FC
1D
FC
8B
FC
9B
FC
7B
FC
6B
FC
1B
FC
2B
FC
4B
FC
1E
UP
IEF
1 IEF
2 FC
3B
FC
5B
FC
10B
FH
1 FH
2 FH
3 460,18"x8"
18"x8",SG-1
TYP. OF 3
10"ø
280,10"
⌀
10"x10",SD-L
TYP. OF 2
160,8"
⌀
8"x8",SD-L
10"øAL
TYP. OF 2
265,10"
⌀
10"x10",RG-L
TYP. OF 2
140,8"
⌀
8"x8",RG-L
TYP. OF 2
415,14"
⌀
16"x16",RG-L
160,8"
⌀
8"x6",SG-1
14"øAL
12"ø
160,8"
⌀
8"x8",SD-L
TYP. OF 3
12"øAL
280,10"
⌀
10"x10",RG-L
360,10"
⌀
10"x10",SD-L
815,22"x10"
22"x10",RG-1
225,8"
⌀
10"x10",SD-L
TYP. OF 3
225,8"
⌀
12"x8",RG-1
10"ø
14"øAL
38"x10"AL
335,10"
⌀
10"x10",SD-L
300,10"
⌀
10"x10",RG-L
12"ø
12"øAL
170,8"
⌀
10"x10",RG-L
285,10"
⌀
10"x10",RG-L
280,10"
⌀
10"x10",SD-L
100,6"
⌀
6"x6",SD-L
335,10"
⌀
10"x10",RG-L
460,12"
⌀
12"x12",SD-L
335,10"
⌀
10"x10",RG-L
18"ø
1305,36"x12"
36"x12",RG-1
WEF
1 EH
1 DFC
2H
DFC
1H
DFC
1F
IEF
3 IEF
4 24"x24",LD
220,8"
⌀
TYP. OF 4
24"x48",LD
235,8"
⌀
TYP. OF 4
24"x48",LD
235,8"
⌀
TYP. OF 2
24"x48",LD
235,8"
⌀
24"x48",LD
235,8"
⌀
TYP. OF 2
TYP. OF 2
1470,18"
⌀
20"x20",EG-L
1470,18"
⌀
20"x20",EG-L
0,12"x12"
12"x12",TG-S
TYP. OF 3
UCD
75,6"
⌀
6"x6",SD-S
TYP. OF 2
10"ø
8"ø
75,6"
⌀
6"x6",SD-L
TYP. OF 2
150,8"
⌀
8"x8",EG-S
TYP. OF 2
195,8"x6"
8"x6",SG-1
110,6"
⌀
8"x8",SD-L
TYP. OF 3
110,6"
⌀
8"x8",SD-L
TYP. OF 3
345,22"x10"
24"x12",RG-1
170,10"x6"
10"x6",SG-1
TYP. OF 2
10"ø
6"ø
6"ø
8"ø
600,18"x10"
18"x10",RG-1
TYP. OF 4
10"ø
12"øAL
10"ø 20"ø
400,18"x8"
18"x8",SG-1
TYP. OF 3
8"ø 8"ø
90,6"
⌀
8"x8",RG-L
TYP. OF 3
6"ø
6"ø
8"ø
630,12"
⌀
14"x14",EG-S
TYP. OF 2
16"ø 14"ø 400,10"
⌀
12"x12",EG-S
TYP. OF 2
500,12"
⌀
12"x12",SD-S
TYP. OF 2
260,10"
⌀
10"x10",SD-S
TYP. OF 2
18"ø 20"ø
20"ø
16"ø
6"ø
10"ø
14"ø
6"ø
10"ø
6"ø 10"ø
14"øAL 14"ø
12"øAL
12"ø
12"ø
400,12"
⌀
12"x12",SD-S
18"øAL
10"øAL12"øAL 10"øAL
18"øAL
12"øAL 10"øAL
18"øAL
18"øAL
54"x10"AL
1300,56"x12"
56"x12",RG-1
10"øAL
10"ø
8"ø
10"øAL
10"øAL 10"øAL
10"ø
8"ø
10"øAL
22"x10"AL
38"x10"AL
10"ø
10"øAL
12"øAL
14"øAL
10"øAL
10"øAL
0,12"x12"
12"x12",TG-1
0,12"x12"
12"x12",TG-S
132
MECHANICAL
BCC
1 1
1 1
1 1
1 1
1 1
1 6"ø
1 1
1 1
1 2
2 2
2 3
4 4
4 4
5 6
7 8
8 9
9 11
12 10
10"ø
FSD
FSD
FSD FSD
FSD FSD
MVD, TYP.
FSD
FSD FSD
MVD, TYP.
MVD, TYP. MVD,
TYP.
3 6789
T
T
13 26"x12"AL
UCD
28"x10"AL
T FC-1A FC-2A
T
FC-1D
T
UP
FC-7B
T
T FC-6B
T FC-3A
FC-3B
T
FC-4B
T
T
T FC-5B
FC-1E
FC-1B
T
T FC-2B
T FC-8B
FC-9B
T
FC-10B
T
T DOAS-C
T
T
T
CEF
1 0,6"x6"
6"x6",TG-S
TYP. OF 2
0,6"x6"
6"x6",TG-1
DN
6"ø
0,12"x12"
12"x12",TG-L
TYP. OF 2
0,12"x12"
12"x12",TG-L
T CEF-1
CRAC
1 14
15 DFC-1H
DFC-2H
DFC-1G
CRAC-1
T
16 300,10"
⌀
10"x10",RG-L
335,10"
⌀
10"x10",SD-L
0,12"x12"
12"x12",TG-L
TYP. OF 2
0,12"x12"
12"x12",TG-L
TYP. OF 2
0,12"x12"
12"x12",TG-L
TYP. OF 2
0,12"x12"
12"x12",TG-L
TYP. OF 2
0,10"x10"
12"x12",TG-L
TYP. OF 2
UCD
HU
1 0,12"x12"
12"x12",TG-L
TYP. EACH BUNK ROOM
90,6"
⌀
8"x8",RG-L
TYP. OF 3
0,12"x12"
12"x12",TG-1
TYP. EACH BUNK ROOM
VFD
2 VFD
1 17
17 IEF
5 2
18 DN
DOAS-C
18"
⌀ UP TO RH-4
16"
⌀ UP TO RH-3
160,8"
⌀
8"x6",SG-1
DOAS-C
T DOAS-C
19 137
BREAK ROOM
H
1 20
12"ø
1 7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O
TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:26:42 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt M-201
FLOOR PLAN -MECHANICALDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
N
1 1/8" = 1'-0" FLOOR PLAN - MECHANICAL
KEYED NOTES:INSTALL FAN COIL TIGHT TO STRUCTURE PER DETAIL 3/M-401. INSTALL INLINE EXHAUST FAN TIGHT TO STRUCTURE PER DETAIL 4/M-401. INSTALL WALL EXHAUST FAN PER DETAIL 9/M-401.INSTALL DUCTLESS FAN COIL ON WALL PER DETAIL 7/M-401 AND 8/M-401.INSTALL ELECTRIC WALL HEATER PER DETAIL 1/M-403.INSTALL BRANCH CIRCUIT CONTROLLER TIGHT TO STRUCTURE PER DETAIL 6/M-402.SUPPORT CONCEALED ROUND DUCT TIGHT TO STRUCTURE PER DETAIL 1/M-402.TYP.SUPPORT EXPOSED ROUND SPIRAL DUCT PER DETAIIL 1/M-402. SUPPORT DUCT CENTERED AT 13'-6" A.F.F.INSTALL AIR TERMINAL ON EXPOSED DUCT PER DETAIL 4/M-402. TYP.INSTALL AIR TERMINAL PER DETAIL 3/M-402. TYP.SUPPORT RECTANGULAR DUCT PER DETAIL 2/M-402. TYP.4" DRYER VENT TO EXTERIOR WALL CAP. SEE DETAIL 3/M-403.DASHED AREA INDICATES SERVICE CLEARANCE, TYP.INSTALL CRAC UNIT TO SLAB PER DETAIL 3/M-404.INSTALL CEILING EXHAUST FAN TIGHT TO STRUCTURE PER DETAIL 2/M-404.ARCHITECTURAL RANGE HOOD, SEE ARCH SHEETS. TRANSITION FROM HOOD INLET SIZE TO 8" ⌀ EXHAUST DUCT. ROUTE EXHAUST DUCT THRU ROOF PER
DETAIL 6/M-404.INSTALL VFD ON WALL PER DETAIL 8/M-404.8' STAINLESS STEEL WALL CANOPY HOOD, SIMILAR TO INTER DYNE SYSTEMS WCH-9630-18.WALL MOUNTED THERMOSTAT LOCATED AT 48" TO TOP OF DEVICE AT LOCATION SHOWN. COORDINATE LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. TYP.NEW TYPE II HOOD, INSTALL PER DETAIL 9/M-404. 123456789
1011121314151617181920
1 NO. DATE DESCRIPTION
1 08/28/2024 PC Comments
BID SET (PRELIMINARY)
A A.5
B
C
E
F
1 2
45 1011
RH
1 RH
2 VRF
A
VRF
B
HP
1D
HP
1E
HEF
1 HEF
2 HEF
3 RH
3 HP
1F
HP
1G
HP
1H
HP
2H
RH
4 RH
5 1
2 22
2 2
2 2
22 1
1 3
33 4
4 4
4 4
5 6
6 6
3 6789
ACCU
1 8
RH
6 4
REF
1 DOAS
B
DOAS
A
DOAS
C
7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O
TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:26:42 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt M-221
ROOF PLAN -MECHANICALDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
1 1/8" = 1'-0" ROOF PLAN - MECHANICAL
N
KEYED NOTES:INSTALL DOAS ON ROOF PER DETAIL 1/M-401. MAINTAIN 10' CLEARANCE BETWEEN OUTSIDE AIR INTAKE AND ANY EXHAUST OR VENTS THRU ROOF.INSTALL OUTDOOR VRF/HP UNIT ON ROOF PER DETAIL 2/M-401. INSTALL HOOD EXHAUST FAN ON ROOF PER DETAIL 5/M-401. INSTALL RELIEF HOOD ON ROOF PER DETAIIL 6/M-401. SUPPORT REFRIIGERANT PIPES ON ROOF PER DETAIL 8/M-402, TYP. SEE 1/M-301 FOR CONTINUATION AND DETAIL 8/M-403 FOR SIZES.REFRIGERANT PIPES THRU ROOF PER DETAIL 7/M-402. INSTALL ACCU ON ROOF PER DETAIL 4/M-404. UNISTRUT SUPPORT FOR HOOD EXHAUST FANS, SEE DETAIL 7/M-404. NEW ROOF EXHAUST FAN, INSTALL PER DETAIL 10/M-401. 123456789
1 1
NO. DATE DESCRIPTION
1 08/28/2024 PC Comments
BID SET (PRELIMINARY)
PH
PH
PH
PH
A A.5
B
C
E
F
1 2
45 1011
FC
1A
FC
2A
FC
3A
DFC
1F
FC
1B
FC
4B
BCC
1 FC
8B FC
5B
FC
6B
FC
7B
FC
9B
FC
10B
FC
2B
FC
3B
FC
1E
FC
1D
DFC
2H
DFC
1H
3 6789
CRAC
1 UPS-1UPS-2
TRANSFORMERS
SWITCHGEAR
1 2
2 3
2 DFC
1G
7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
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AL I FORN I A
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N I CA L
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ENG I NEER
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23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:26:47 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt M-301
REFRIGERANTPIPING PLANDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
1 1/8" = 1'-0" FLOOR PLAN - MECHANICAL REFRIGERANT PIPING KEYED NOTES:SEE SHEET 8/M-403 FOR REFRIGERANT PIPE SYSTEM DIAGRAM SHOWING SIZES AND TRACKING OF PIPES THROUGH BUILDING. SUPPORT PIPES TIGHT TO STRUCTURE PER DETAIL 9/M-402, TYP.REFRIGERANT PIPES FROM ROOF PER DETAIL 7/M-402. SEE 1/M-221 FOR CONTINUATION.AVOID ROUTING REFRIGERANT ABOVE ELECTRICAL EQUIPMENT, TYP. 123
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
1/2"
5-1/2"
1-1/2" TYP.
TYPICAL 14 GA STRAP DETAIL
CANT STRIP
24 GA. GALV. SM FLASHINGUNIT BASE RAIL
PREFAB CURB & WOODNAILER- FURNISHED BYHOLD DOWN FABRICATEDRIGID INSULATIONSTEEL.FROM 6" WIDE, 14 GAUNIT MFR.
GASKET - ALL
AROUND UNIT
#10x1" WOOD SCREW W/NEOPRENE WASHER @ 12" 0.C.
MECHANICAL UNIT
ATTACH TO UNIT TO 14
GA STRAP W/ (4) #10 x
1/2" TEK SCREWS
ATTACH TO CURB TO 14 GA STRAP
W/ (4) #10 x 1/2" TEK SCREWS
NOTES:
1. (6) 14 GA STRAPS PER TOTAL - (3) PER LONG SIDE
ROOFING
CURBUNIT
3/8"x5" LAG SCREWS AT24" O.C. INTO BLOCKINGBELOW.
W/ NUT & WASHER@ 12" O.C.
ROOFING
PREFAB CURB W/ FIREPROOF WOOD NAILER2x8 WOOD NAILER(2 PER LEG)1/2"øx3" LAG BOLT CURB SLOPE TO MATCHROOF SLOPE 1/2" THRU BOLT
SHEATHING
ROOFSTRUCTURE
ROOF JOISTS4x4 BLOCKING BETWEEN
@ EA. END, EA. SIDE.JOIST W/ SIMPSON U44ROOF JOIST HUNG FROM4xWOOD BLOCKING BETWEEN 26 GA. COUNTERFLASHING
NEOPRENE GASKET
HEAT PUMP FAN COIL
FCFC
1±0.1
1 3/32"ø PRESTRETCHED GALVANIZED AIRCRAFTCABLE 7x19 STRAND CORE. (1 PER CORNER) WITHMASON SCB AT FAN COIL HOUSING. NOT REQUIREDWHEN FAN COIL IS SECURED WITHIN 12" TO THESTRUCTURE ABOVE. SEE DETAIL 7/M-403. REFRIGERANT PIPE CONNECTIONS. REFER TO MANUFACTURER'S INSTALLATION MANUAL.PRIMARY CONDENSATE POINT OF CONNECTION.REFER TO PLUMBING DRAWINGSSECONDARY CONDENSATE POINT OF CONNECTION.REFER TO PLUMBING DRAWINGS
EQUIPMENT
PLAN VIEW
1±0.1
1 3/32"øPRESTRETCHEDGALVANIZED
AIRCRAFT CABLE
7x19 STRAND CORE.
(4)-3/8"ØHANGER ROD
LOCKING NUTS & WASHERS
AT CORNER MOUNTING
POINTS.
PROVIDE ROD STIFFENERS ONHANGER RODS PER TABLE ONDETAIL 2/M-403 SEE DETAIL 5/M-403 FORUPPER ATTACHMENTDETAILS
SEE DETAIL 5/M-403 FOR UPPER
ATTACHMENT CONDITIONS
LOCKING NUTS & WASHERS
AT CORNER MOUNTING
POINTS.
INLINE EXHAUST FAN
FCFC
PROVIDE ROD STIFFENERS ONHANGER RODS PER TABLE ONDETAIL 2/M-403 1±0.1
1 3/32"ø PRESTRETCHED GALVANIZED AIRCRAFTCABLE 7x19 STRAND CORE. (1 PER CORNER) WITHMASON SCB AT FAN COIL HOUSING. NOT REQUIREDWHEN EXHAUST FAN IS SECURED WITHIN 12" TOTHE STRUCTURE ABOVE. SEE DETAIL 7/M-403. EQUIPMENT
PLAN VIEW
1±0.1
1 3/32"øPRESTRETCHEDGALVANIZED
AIRCRAFT CABLE
7x19 STRAND CORE.
(4)-3/8"ØHANGER ROD
1.5 1
HEF
1,2,3
COUNTER FLASHING
ROOF STRUCT.
ALL WELDED DUCT, FOR CONN. TO
HOOD SEE HOOD MFG.DOCUMENTATION.
ROOF CANT STRIP
SECURE W/ 3/8"∅ LAG SCREW THRUCURB FLANGE TO BLOCKING W/ 3"EMBED. TYP. (4) SCREWS PER SIDE.
U44 (TYP. EA. END)4x4 BLOCKING W/ "SIMPSON"
1. FOR ALL FLASHING AND ROOFING SEE ARCHITECTURAL PLANS NOTE:
CURB WITH 3/4" S.M. SCREWS @ 6" O.C.SECURE FAN FRAME TO VENTED
UNDER COUNTER FLASHINGBUILT UP ROOF, RUN UP &
COMBINATION CURB & VENT. CURB ASREQUIRED TO PLACE THIS POINT MIN.7' ABOVE ROOF
SECURE VENTED CURB EXTENSION TO
ADAPTER WITH #10 SHEET METAL SCREWS
@6" O.C. (MIN. 2 PER SIDE)
SECURE ADAPTER TO PREFAB CURB WITH#10x1 1/2" S.M. SCREWS WITH NEOPRENEWASHER @12" O.C. (MIN. 2 PER SIDE)
WOOD SLEEPER ALL AROUND CURBSHAPED TO LEVEL FAN
GUY WIRE TO UNISTRUTSUPPORT, SEE DETAIL 7/M-404 . EQUIPMENT
PLAN VIEW
1 1±
PREFAB METAL CURB WITH WOODNAILER & INSULATION
SEE ARCHITECTURAL PLANSFOR ALL FLASHING AND ROOFINGNOTE:
(E) ROOF
CURB FLANGE TO BLOCKING W/ 3"EMBED. TYP. (4) SCREWS PER SIDE.
U44 (TYP. EA. END)4x4 BLOCKING W/ "SIMPSON"
SECURE W/ 3/8"∅ LAG SCREW THRU
(E) ROOF STRUCT.
CANT STRIPFLASHING(OVERLAP ROOFING MIN 4")20 GA. G.I. FLASHING DUCT
O.C. MIN. 2 PER SIDE1/4"∅ LAG BOLTS 12"SECURE FAN TORUBBER PAD1/4" NEOPRENEWOOD NAILER W/
PREFAB METAL CURB WITH WOODNAILER & INSULATION
WOOD SLEEPER ALL AROUNDCURB SHAPED TO LEVEL FAN
10" MINIMUMCEILING ORFLOOR ABOVEMOUNTING BRACKET(BY UNIT MFR.)1/4"ø ALAG SCREWS W/ 2"MIN. PENETRATION IN STUDOF BLK'G, 2 TOP, 2 BOT. +6'-8" AFF MIN
4" x 4" BLOCKING w/SIMPSON A34 TOP &BOTTOM EA. END.
WOOD STUD WALL
4D4D
HIGH WALL FAN COIL
NOTES:
1. SEE STRUCTURAL DRAWINGS FOR BACKING BEHIND MANUFACTURER'S MOUNTING BRACKET.
STEEL BACKING TRACK
INDOOR FAN COIL
METAL STUD WALL
MOUNTING BRACKET(BY UNIT MFR.)
10" MIN.CEILING
BACKING TRACK
MOUNTING BRACKET BY AC UNIT MFR.SECURE TO BACKING TRACK IN WALLWITH MIN (8) #14 x 1-1/2" SMS INPRE-DRILLED HOLES.
ELEVATION (TYPICAL)
PLAN (TYPICAL)
INDOOR FAN COIL
16" MAX
3" MIN
2X BLOCKING SUPPORTING FAN
EXTERIOR WOOD STUD WALL
EXTERIOR LOUVERED WALL CAP
WALL EXHAUST FAN WEF-1INCLUDED FLEXIBLE DUCT 8" ROUND EXHAUST
TERMINAL ON WALL
REF
1 COUNTER FLASHING
ROOF STRUCT.
ROOF CANT STRIP
SECURE W/ 3/8"Ø LAG SCREW THRUCURB FLANGE TO BLOCKING W/ 3"EMBED. TYP. (4) SCREWS PER SIDE.
LUS44 (TYP. EA. END)4x4 BLOCKING W/ "SIMPSON"
NOTE: FOR ALL FLASHING AND ROOFING SEE ARCHITECTURAL PLANS 1/4"Ø LAG BOLTS 12" O.C. MIN. 2 PER SIDESECURE FAN TO WOOD NAILER W/
UNDER COUNTER FLASHINGBUILT UP ROOF, RUN UP &
COMBINATION CURB & VENT. CURB ASREQUIRED TO PLACE THIS POINT MIN.40" ABOVE ROOF
WOOD SLEEPER ALL AROUND CURBSHAPED TO LEVEL FAN
PREFAB METAL CURB WITH WOODNAILER & INSULATION
7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O
TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:26:47 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt M-401
DETAILSDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
1 SCALE: NONE DOAS UNIT ON ROOF DETAIL2 SCALE: NONE HP/VRF UNIT ON ROOF DETAIL 3 SCALE: NONE FAN COIL DETAIL
4 SCALE: NONE INLINE EXHAUST FAN DETAIL5 SCALE: NONE HOOD EXHAUST FAN MOUNTING DETAIL6 SCALE: NONE RELIEF HOOD MOUNTING DETAIL 7 SCALE: NONE DUCTLESS WALL MOUNTED UNIT DETAIL8 SCALE: NONE DUCTLESS WALL MOUNTED DETAIL (METAL STUD)9 SCALE: NONE WALL EXHAUST MOUNTING DETAIL 10 SCALE: NONE REF INSTALLATION DETAIL
1 NO. DATE DESCRIPTION
1 08/28/2024 PC Comments
BID SET (PRELIMINARY)
SECURE STRAP TO DUCT WITH
#10x3/4" SHEET METAL SCREWS, 12"O.C., (MIN 2)
DUCT
SECURE WITH 1/4" BOLT & NUT, TYP.
NOTES:1. DUCT SUPPORT SHALL BE SPACED MAX. 8'-0" AND EACH TURN OF DIRECTION. PROVIDE SUPPORT AT ALL FLEXIBLE CONNECTIONS & DUCT MOUNTED EQUIPMENT.
2. SWAY WIRE MAY BE OMITTED WHEN SECURING TOP OF DUCT WITHIN 12" OF STRUCTURE ABOVE. SWAY WIRE PROVISIONS TO BE USED FOR PROTECTING DUCT FROM SWINGING
TO HIT OTHER DUCTING OR MECHANICAL EQUIPMENT
SEE DETAIL 4/M-403 FOR UPPER
ATTACHMENT
BENT PLATE
12 GA SWAY WIRE
SEE DETAIL 6/M-403 FOR UPPER
1-1/2" WIDE SHEET METAL ATTACHMENTSTRAP @ 8'-0" O.C.
6/M-403
#10x3/4" SELF-DRILLING SMS,2 PER SIDE @ 3" FROM DUCTCORNERS, TYP.
SEE DETAIL 4/M-403
FOR UPPER ATTACHMENTCONDITIONS. (TYP)
12 GA SWAY WIRE
BENT PLATE
DUCT STRAP 1-1/2"x18ga @10'-0"OC
NOTES:
1. SWAY WIRE MAY BE OMITTED WHEN SECURING TOP OF DUCT WITHIN 12" OF STRUCTURE ABOVE. SWAY WIRE PROVISIONS TO BE USED FOR PROTECTING DUCT FROM SWINGING TO HIT OTHER DUCTING OR MECHANICAL EQUIPMENT.
2. SEISMICALLY BRACED DUCTS EXCEEDING 6 SQ FT IN CROSS SECTIONAL AREA SHALL BE SECURED PER DETAIL .
GSM DUCT ELBOW
GSM DUCT ELBOW
FLEXIBLE FIBROUSDUCT. SEE SPECS
12 GA SAFETY WIRE.SEE DETAIL 6/M-403
SHEET METALSCREWS, TYP.
T-BAR CEILING
NOTES:
1. PEEL BACK JACKET AND SECURE TO PLENUMCOLLAR. USE A MIN. OF (3) SHEET METAL SCREWS AND (2) FULL WRAPS OF DUCT TAPE. PULL BACK
JACKET AND APPLY (2) FULL WRAPS OF DUCT TAPE.
ALTERNATE METHOD: BANDING DEVICE OR PANDUIT
STRAP, IN LIEU OF SHEET METAL SCREWS.2. IF A MINIMUM 3 DUCT DIAMETERS OF STRAIGHTRUN IS NOT AVAILABLE ABOVE REGISTER USEPLENUM ABOVE REGISTER.3. FLEXIBLE AIR DUCTS AND CONNECTORS SHALLBE NOT MORE THAN 5 FEET IN LENGTH ANDSHALL NOT BE USED IN LIEU OF RIGID ELBOWS ORFITTINGS PER CMC 603.4.1.4. FOR CONFINED SPACES, USE PLENUM BOX ABOVE DIFFUSER. SEE DETAIL B BELOW.
UNCONFINED SPACEA
12" MINIMUMFLEX DUCT
SUPPLY AIR DIFFUSER.DIFFUSERSURFACE MOUNTED
45°
OUTLET DIMENSIONSSEE PLANS FOR AIRCOUNTER-SUNK SCREW (TYP)
AIR OUTLET
EXPOSED SUPPLYDUCT
1"
COLLAR SHAPE TO FITMAIN DUCT. PROVIDERUBBER GASKET ALL AROUNDTO SEAL MAIN DUCT AIRTIGHT. FASTEN WITH #8S.M. SCREWS AT 6" O.C.(MIN 2 PER SIDE) 22 GA. DUCT COLLAR
8"
AIR OUTLET FRAME + 1/4"
MANUAL VOLUME DAMPER
ROUND DUCT
3-8 4
X
15-26
LARGER
27 &
9-14
1013
7 45°
DIMENSION, INCHES
DIA X
AIR FLOW
DIA
AIR FLOWAIR FLOW
EXHAUST
SUPPLY
EXHAUST
AIR FLOW
SUPPLY
BALANCING DAMPER- MIN OF1 DUCT DIA DOWNSTREAM OFFITTING REFRIGERANT PIPE POINT OF CONNECTION.SEE INSTALLATION INSTRUCTIONS
TYPICAL REF GASLINE CONNECTION
TYPICAL REF LIQUIDLINE CONNECTION
CONDENSATE DRAIN PORT.COORDINATE WITHPLUMBING DRAWINGS
CLEARANCE ZONES
12" 12"
8"
4"
27"
ACCESS POINT
PLAN VIEW
FRONT VIEW
SIDE VIEW
THREADED HANGERRODS, SEE DETAIL 5/M-403. LOCKING WASHING AND NUTS AND CORNERMOUNTING POINTS.
NOTE: PROVIDE ROD STIFFENERS ON HANGER RODS PER TABLE ON DETAIL 2/M-403 Control box
ROOFING
SEE PLANS FOR PIPE SIZE
AND QUANTITY.
8" MAXIMUM WIDTH,LENGTH AS REQ'D
EXTEND ROOFINGTO TOP OF CURB.CANT STRIP
2"
ALL JOINTS WATER-TIGHT.
CROSS BREAK TOP, SOLDER24 GA CAP & PIPING CUT-OUTS.
COVER OF CURB TO FIT SNUGLY
AND TIGHT TO TOP OF CURB.
FILL CURB WITH BATT INSULATION.
ROOF ASSEMBLY
NOTES:
SIDE VIEW
MAINTAIN 2" CLEARANCESADDLE CUT-OUTS, (TYP)
RUBBER GROMMET,PORTION OF CURB.INSTALL ON INNERSIZE TO MATCH PIPE. 2"
BETWEEN EACH PIPE.
SEE ELECTRICAL PLANS FOR POWER
AND CONDUITS.
SEE STRUCTURAL DRAWINGS
THY CURB MODEL TC-218 GA ROOF CURB. NAILTHRU ROOF INTO BLOCKING.
END NAIL BLOCKING, TYP.
2x4 VERT. W/ 2- 16d'S TOJOIST TOP & BOTTOMCHORD, TYP.
2x4 BLOCKING W/LUS 24 TOVERT. EACH SIDE OFPENETRATION
B-LINE CHANNEL W/ WOODSCREWS & WASHER TO 2xBLOCKING & CLAMP TO PIPE 2x4 BLOCKING. BACKNAIL TO PERP BLK. TYP.
#10 SELF TAPPING -CADIMUM PLATED SHEETMETAL SCREWS 8" O.C. (3SIDES) PROVIDE RUBBERGROMMET REFRIGERANT PIPE. SIZE CLAMP FOR OUTSIDEOF INSULATION.
UNISTRUT PIPE CLAMP, LOOSE FIT
ROOF DECK AND SINGLE PLY
TRAFFIC PAD. EXTEND 8"
MINIMUM ALL AROUND
SLEEPER. SECURE TO
ROOF WITH ROOFING
CEMENT
HEX NUTS, WASHER AND
1/2" ALL-THREAD ROD, 2 TYP
HEX NUT
HEX HEAD MACHINE SCREW ANDSQUARE NUT, INCLUDED WITHPIPE CLAMP UNISTRUT P100
HEX NUT AND WASHER
"DURA-BLOK" SUPPORT
12" MAX
USE DB_DSSERIES"DURA-BLOK"CHANNELSUPPORTWITH RISERS
ABOVE 12"
PIPING WITH INSULATIONSPACER
UNISTRUT P1000
PIPE CLAMP
SEE DETAIL 5/M-403 FOR RODUPPER ATTACHMENTCONDITION.
2" MIN.
3/8"ø THREADED ROD
NOTES:1. PROVIDE PIPE SUPPORT AT ALL CHANGES IN DIRECTION.2. HORIZONTAL PIPE SUPPORTS SHALL BE SPACED MAX. 6'-0" O.C.3. FIRE PROTECTION WATER PIPING CANNOT BE SUPPORTED WITH THIS SYSTEM.4. PROJECT MAX LOAD: 8.8 LBS./FT.5. USE A CUSHIONED CLAMP TO PROTECT INTERFACE FROM DISSIMILAR METALS6. AIRCRAFT CABLE MAY BE OMITTED WHEN HANGER ROD LENGTH DOES NOT EXCEED 12" 7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A F C O TATS N I CA L CH E M
R. N
S
NOR
ROF P
ED RETS
I
GE
R
SS I ONAL
ENG I
N
E
E
R
AE E T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:26:48 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt M-402
DETAILSDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
1 SCALE: NONE ROUND DUCT SUPPORT DETAIL
2 SCALE: NONE RECTANGULAR DUCT MOUNTING DETAIL
3 SCALE: NONE DIFFUSER INSTALLATION DETAILS
4 SCALE: NONE EXPOSED DUCT TERMINAL DETAIL5 SCALE: NONE ROUND DUCT TAP DETAIL 6 SCALE: NONE BRANCH CIRCUIT CONTROLLER DETAIL
7 SCALE: NONE REFRIGERANT PIPE THRU ROOF DETAIL
8 SCALE: NONE REFRIGERANT PIPES ON ROOF
9 SCALE: NONE PIPE HANGER TRAPEZE SUPPORT
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
WOOD FRAMED WALL
SECURE FRONT COVER, THRU SURFACEMOUNTING FRAME, TO BACKBOX WITHPROVIDED SCREWS BY MFR. (2 TOTAL, TOP
AND BOTTOM)
NOTE:
1. MAINTAIN CLEARANCES: 4.5" ON SIDES AND 12" ON TOP AND KEEP ALL COMBUSTIBLES AWAY FROM HEATER. SEE MFR INSTALLATION INSTRUCTIONS.
2. MOUNT UNIT AT AND FIELD PROVIDED THERMOSTAT +48" TO TOP OF UNIT IN FIRE RISER ROOM.
PROVIDE HORIZONTAL WOOD BLOCKING
BETWEEN WALL STUDS. SECUREBLOCKING SIMILAR TO 1/M6.01
SURFACE MOUNTING
ADAPTER PROVIDED BY MFR.
SECURE SURFACE MOUNTING
ADAPTER TO BLOCKING WITH
(2) 3/8"ø x 3" LAG SCREWS ONEACH SIDE - FIELD PROVIDED
SECTION VIEW
ELECT5RIC HEATER, EH-1, WITH BACK BOX,SURFACE MOUNTING FRAME AND FRONTCOVER UNISTRUT P2486
ROD
SIZE (IN.)
MAX
STIFFENER
LENGTH
(IN.)
MAX
SPACING
(IN.)
MAX
UNBRACED
LENGTH
(IN.)
1-3/16"
1-1/4"
1/2"x1-1/2" x 13 UNCLOCKING BOLT
THREADED RODUNISTRUT P1000
3/8"1/2"5/8"3/4"
156"156"156"156"
28"38"48"57"
18"25"31"37"
7/8"ø RL1-1/8"ø RS1-1/8"ø RHL
1/4"ø RL
1/2"ø RS
1/4"ø RL
1/2"ø RS
1/4"ø RL
1/2"ø RS
1/4"ø RL
1/2ø RS
3/8"ø RL
5/8"ø RS
1ST FLOOR
3/8"ø RL
5/8"ø RS
1/4"ø RL
1/2"ø RS
1/4"ø RL
1/2"ø RS
1/4"ø RL
1/2"ø RS
3/8"ø RL
5/8"ø RS
1/4"ø RL
1/2"ø RS
1/4"ø RL
1/2"ø RS
1/4"ø RL
1/2"ø RS
3/8"ø RL
5/8"ø RS
3/8"ø RL
5/8"ø RS
1/4"ø RL
3/8"ø RS
1/4"ø RL
3/8"ø RS
3/8"ø RL
5/8"ø RS
3/8"ø RL
5/8"ø RS
3/8"ø RL
5/8"ø RS
3/8"ø RL
5/8"ø RS
3/8"ø RL
5/8"ø RS
1/2"ø RL
5/8"ø RS
VRF
B
BCC
1 FC
1B
FC
2B
FC
3B
FC
4B
FC
5B
HP
1G
HP
2G
VRF
A
HP
1H
HP
2H
HP
1F
HP
1E
HP
1D
FC
1A
FC
2A
FC
3A
FC
6B
FC
7B
FC
8B
FC
9B
FC
10B
FC
1D
FC
1E
DFC
1F
DFC
1G
DFC
2G
DFC
1H
DFC
2H
ACCU
1 CRAC
1 INTERIOR FACE OF WALL
ESCUTCHEON PLATE
AT INTERIOR WALL
DUCT THRU WALL,
REFER TO PLANS
FOR SIZES
2x BLOCKING
AROUND OPENING
EXTERIOR FACE OF WALL
PANHEAD WOOD SCREWS @ 6" ONCENTER MINIMUM PER 2 SIDES
SM SCREWS OR POP RIVETS
MASTIC
SMALL SLEEVE TO BESOLDERED ALL SEAMS TO BEWATER TIGHT
3/8" THRU BOLT ANDNUT TO BLOCKING
2x4 BLOCKING. SECURE TOFRAMING WITH SIMPSON A34JOIST HANGER, EACH END.
ALTERNATEATTACHMENT
LOCATION FOR THRUBOLTWOODENSTRUCTURAL JOISTS
1-1/2" WIDE SHEET METAL STRAP.GAUGE PER SMACNA HVAC DUCTCONSTRUCTION STANDARDS.
ALTERNATEATTACHMENT
LOCATION
WOODENSTRUCTURAL JOISTS
1-1/2"1-1/2"
5"
1-1/8"
1-1/8"
4x4 BLOCKING. SECURE TOFRAMING WITH SIMPSON A35JOIST HANGER, EACH END.
DOUBLE NUT WITH LOCKWASHER
(2) 1/2" THRU BOLTS ANDLOCK WASHERS
3/8"ø HANGER ROD
1 1±
2x4 BLOCKING. SECURE TOFRAMING WITH SIMPSON A34JOIST HANGER, EACH END.
ALTERNATEATTACHMENT
LOCATIONWOODENSTRUCTURAL JOISTS
1/4"ø x1-1/2" LAG SCREWINTO BLOCKING
CABLE CLAMP &(4) TIGHT TURNSEACH END
UNISTRUT P1546
12 GA WIRE
2x4 BLOCKING. SECURE TOFRAMING WITH SIMPSON A34JOIST HANGER, EACH END.
ALTERNATE ATTACHMENT
LOCATION FOR 3/8"ø THRU BOLT,LOCKING NUT AND WASHERSWOODEN 30-45° STRUCTURAL JOISTS
3/32"ø PRESTRECHED AIRCRAFTCABLE 7x19 STRAND CORE @45°. 20 FT MAXMASON IND. N.Y. BRACKET FOR
AIRCRAFT CABLE BRACING
UNISTRUT P1843 W/3/8"ø x 3" LAG BOLT INTOBLOCKING 7750 College Town Dr, Ste. 101 Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O
TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:26:48 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt M-403
DETAILSDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
1 SCALE: NONE ELECTRIC WALL HEATER DETAIL
2 SCALE: NONE ROD STIFFENER DETAIL
8 SCALE: NONE REFRIGERANT PIPING DIAGRAM
3 SCALE: NONE WALL CAP DETAIL
4 SCALE: NONE METAL STRAP UPPER ATTACHMENT5 SCALE: NONE HANGER ROD UPPER ATTACHMENT 6 SCALE: NONE 12 GA WIRE UPPER ATTACHMENT7 SCALE: NONE AIR CRAFT CABLE UPPER ATTACHMENT NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
System No. W-L-7042
SECTION A-A
1. Wall Assembly — The 1 or 2 hr fire rated wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features.
A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced 24 in. (610 mm) OC.
B. Gypsum Board* — For 1 hr assembly, one layer of min 5/8 in. (16 mm) thick wallboard as required in the individual Wall and Partition Design.
For 2 hr assembly, two layers of min 5/8 in. (16 mm) thick wallboard as required in the individual Wall and Partition Design. Max diam of opening is 14-1/2 in. (368 mm) for wood stud walls and 21-3/4 in. (552 mm) for steel stud walls.
The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed.
2. Through Penetrant — Galv steel duct to be installed concentrically or eccentrically within the firestop system. The annular space between the duct and periphery of opening shall be 0 in. (0 mm, point contact) and max 1-1/2 in. (64 mm) Duct to be rigidly supported on both sides of wallassembly.
A. Spiral Wound HVAC Duct — Nom 20 in. (502 mm) diam (or smaller) No. 24 MSG (or heavier) galv steel spriral wound duct.
B. Sheet Metal Duct — Nom 12 in. (305 mm) diam (or smaller) No. 28 MSG (or heavier) galv sheet steel duct.
3. Fill, Void or Cavity Material*—Sealant — Min 5/8 in. (16 mm) and 1-1/4 in. (32 mm) thickness of fill material applied within annulus, flush with both surfaces of wall assembly for 1 or 2 hr rated walls, respectively. At the point contact location between duct and wallboard, a min 1/2 in. (13 mm) diam bead of sealant shall be applied at the wallboard/duct interface on both surfaces of wall assembly.
HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP601S Elastomeric Firestop Sealant, FS-ONE Sealant, FS-ONE MAX Intumescent Sealant or CP606 Flexible Firestop Sealant
* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.
A
Reproduced by HILTI, Inc. Courtesy of
Underwriters Laboratories, Inc.
January 27, 2015
A
1A
3 2
3 1B
ANSI/UL1479 (ASTM E814) CAN/ULC S115
F Ratings - 1 and 2 Hr (See Items 1
and 3)
F Ratings - 1 and 2 Hr (See Items 1
and 3)
T Rating - 0 Hr FT Rating - 0 Hr
FH Ratings - 1 and 2 Hr (See Items 1
and 3)
FTH Rating - 0 Hr
CLASSIFIED
R
Classified by
Underwriters Laboratories, Inc.
to UL 1479
CLASSIFIED
R
Classified by
Underwriters Laboratories, Inc.
to UL 1479
Hilti Firestop Systems
3"
SKIRT8" MIN.
2x6 BLOCKING ALL AROUNDOPNG. BTWN. ROOF TRUSS W/ 34HANGERS EA. SIDE, EA. END.TAPED FLEXCONNECTIONBACKDRAFT DAMPER GRILLE
22 GA. GALV. S.M. ROOFHOOD - PAINT TO MATCHROOFING
1/4" MESHGALV. SCREEN
ROOFINGROOF CONST.
FINISHED CEILING#10 X 1 1/2" WOOD SCREWS,IF BLOCKING IS USED. (TYP.2 PER SIDE) 12 GA. X 1 1/4" LONG ROOFINGNAIL, MIN. (2) PER SIDE. SEALWATER TIGHT WITH SILICONESEALANT.
NOTE: MAINTAIN A MINIMUM 10'-0" CLEARANCE FROMOUTSIDE AIR INTAKES TO EXHAUST. 2x CEILING FRAMINGMEMBERS
CONCRETE SLAB
CRAC UNIT HOUSING
1/2"Øx2" EMBED. HILTIKB-TZ2, TYP OF (1) AT EA.GUSSET AT EA. CORNER 24 GAUGE SHEET METALDRIP PAN BELOW UNIT. SEAL
ALL PENETRATIONS
THROUGH PAN WATERTIGHT. PROVIDE LIQUI-TECTPOINT LEAK DETECTIONSENSOR.
ANCHOR TO SUPPORT CURB
PER SECTION BELOWTHYBAR EQUIPMENT MOUNTINGSUPPORT #TEMS2, 12" HIGH, 18GAUGE GALV. STEEL SHELL, BASEPLATE AND COUNTERFLASHING,WITH NAILER, ALL WELDEDCONSTRUCTION.
FLEX. COUPLING (TYP)
PIPE SUPPORT ON ROOF
REFER TO 5/M404 FOR
ANCHORAGE OF UNIT
TO CURB
18"TALL EQUIPMENTSTAND LEG, BY MFR.(TYPICAL OF 4 LEGS)
LIQUID & HOT GAS LINES. SIZEPER AIR COOLED CONDENSERSCHEDULE ON M001 INVERTED TRAPS ON RL&HGLINES TO EXTEND MINIMUM 7
- 1/2" ABOVE BASE OF COIL.
- 1. TYPICAL FOR EACH LEG.
2. COORDINATE WITH MANUFACTURER'S RECOMMENDED PIPING DIAGRAMS PRIOR TO ORDERING OR FABRICATION OF ANY PIPING. DIAGRAM ISINTENDED FOR REFERENCE ONLY.
3. CURB ANCHORAGE DETAIL, SEE 5/M404.
ELECTRICAL
UNIT WEIGHT: 468 LBS
3"MIN.
ACCU
1 W/ NUT & WASHER@ 12" O.C.
ROOFING
PREFAB CURB W/ FIREPROOF WOOD NAILER2x8 WOOD NAILER(2 PER LEG)1/2"øx3" LAG BOLT CURB SLOPE TO MATCHROOF SLOPE 1/2" THRU BOLT
SHEATHING
ROOFSTRUCTURE
ROOF JOISTS4x4 BLOCKING BETWEEN
@ EA. END, EA. SIDE.JOIST W/ SIMPSON U44ROOF JOIST HUNG FROM4xWOOD BLOCKING BETWEEN 26 GA. COUNTERFLASHING
NEOPRENE GASKET
3"
MIN. 3" ALL AROUND
EXHAUST ROOFCAP
1/8" MESH BIRD ANDSPARK SCREEN
ROOFING MATERIAL(BY GENERAL CONTRACTOR)
SEAL WEATHER-TIGHT ALL
AROUND WALL CAP PERARCH DRAWINGS
PLYWOOD SHEATHINGMTL SEAM ROOF
EXHAUST DUCT
SHEET METAL STRAP, ATTACHTO STRUCTURE WITH #10x1 1/2WOOD SCREWDUCT CLAMP
WOOD FRAMING PERSTRUCTURAL DRAWINGS
SECURE 1/2"øx2" EYEBOLTTO CHANNEL NUT W/SPRING
GUY WIRES, 3 REQUIRED.SECURE TO UNISTRUTSTRUCTURE. LOCATETURNBUCKLES AND SAFETYSPRINGS @ ANCHOR. SPRINGSEQUAL TO KELLEMS #203-02-001(GRAINGER #6D262). 5 1_
2 "
6x10 PT (FLAT)
DAP NAILER 1" @BOLT
20" I-JOIST@32"O.C.
4x4 BLOCKING LUS44, TYP
FILL COUNTER SUNKHOLE W/ MASTIC
CANT STRIP ALL (4)SIDES
24 GA G.I. FLASHING CAP SOLDER
ALL JOINTS WATER TIGHT
SET BASE PLATE IN MASTIC
SDS25400 TYP
UNISTRUT P2224
3/8" HEX HEAD SCREWWITH WASHER ANDCHANNEL NUT,TYPICAL.
UNISTRUT P1068
END CAP, TYP.
UNISTRUT P2072A SQ
TOP VIEW
SIDE VIEW
UNISTRUT P1065
HEF HEF HEF
UNISTRUT P2224
AVOID INSTALLING POST
IN FRONT OF EXHAUSTFAN MOTOR COVER
WEB STIFFENER ATLOCATION OF HANGER,SEE STRUCTURAL
5'
SECURE 3/4" PLYWOOD TO FRAMINGPER STRUCTURAL PLANS.METAL STUD WALLSECURE MOUNTING PLATE TOPLYWOOD BACKING WITH #12WOOD SCREWS (TYP.)WALL MOUNTED VFD
PROFILE VIEW
1/2"∅ M.B.(TYP OF 2)
ROOF SHTG
ROOF MEMBER
1 1/4"
5"
1 1/2" 1 1/2"
1 1/4"
2"
3" MIN.
ANGLE 3x3x3/8
DETAIL A
END VIEW FRONT VIEW
(E) STUD, TYP
#10 SMS TO MTL STUDSOR #10 WOODSCREWS TOWOOD STUDS. PREDRILLSTRUT, IF NECCESSARY.
ATTACH STRUT TO MIN. 2
(E) STUDS.
PIPE CLAMP
HANGER ROD
P100 STRUT
P111 PIPE CLAMP
AROUND HANGER
ROD
HANGER ROD
STUD
DETAIL B
END VIEW FRONT VIEW
6" MIN.
ALL AROUND
A
- TYP. 4 PLACES
B
- ROOF STRUCTURE
TYP. 2 PLACES ATCORNERS OF HOOD.
12"ø DUCTCOLLAR
(4)
1/2" HANGER
RODS FOR HOOD.
24"
80"
DRAIN FULLPERIMETERGUTTER
FINISHED FLOOR
EQUIPMENT BYOTHER
3"
COUPLER
H
1 7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O
TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:26:49 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt M-404
DETAILSDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
1 SCALE: NONE DUCT THRU RATED WALL DETAIL2 SCALE: NONE CEF MOUNTING DETAIL 3 SCALE: NONE CRAC UNIT ANCHORAGE DETAIL
4 SCALE: NONE ACCU ANCHORAGE AND PIPING DETAIL5 SCALE: NONE ACCU ANCHORAGE DETAIL6 SCALE: NONE KITCHEN EXHAUST THRU ROOF 7 SCALE: NONE HEF UNISTRUT SUPPORT DETAIL8 SCALE: NONE VFD ON WALL DETAIL9 SCALE: NONE TYPE II INSTALLATION DETAIL 1 NO. DATE DESCRIPTION
1 08/28/2024 PC Comments
BID SET (PRELIMINARY)
SA DX
/
/
/
E
H
SF-1
OSA
FILTER
/
R C G Y1 O/B Y2 W2
Unit TB
SA-1 SD
PELICAN
ROOM TEMPERATURE
72°F
Touch to adjust
TC3
POWER BY
E.C.
FACTORY
CONTROLLER
DOAS
DOAS SHALL BE ORDER WITH
FACTORY INTEGRATED
CONTROLS AND STANDARD
24VAC CONTROL TERMINAL
BOARD FOR CONVENTIONAL
THERMOSTAT CONNECTION
SEQUENCE OF OPERATION
GENERAL:
THE NETWORK THERMOSTAT SHALL BE PROGRAMMED AS
DIRECTED BY THE OWNER FOR OCCUPIED PERIODS,UNOCCUPIED PERIODS AND HOLIDAYS. DURING PERIODS OF
OCCUPANCY, THE SUPPLY FAN SHALL BE ENABLED AND STAGED
HEATING OR COOLING SHALL BE PROVIDED TO MAINTAIN
TEMPERATURE SETPOINT. THE OUTSIDE AIR DAMPER SHALL
MODULATE FULLY CLOSED WHENEVER THE UNIT IS DISABLED.
COOLING:ON A CALL FOR COOLING, STAGES OF DX COOLING SHALL BE ENABLED TO MAINTAIN ROOM COOLING SETPOINT.
HEATING:
ON A CALL FOR HEATING, STAGES OF HEATING SHALL BE ENABLED TO MAINTAIN ROOM HEATING SETPOINT.
SAFETIES:
THE DUCT SMOKE DETECTOR(S) SHALL BE HARD WIRED TO STOPTHE EQUIPMENT WHEN PRODUCTS OF COMBUSTION ARE DETECTED IN THE AIR STREAM. PROVIDED BY ELECTRICAL CONTRACTOR (E.C.)INSTALLED BY MECHANICAL CONTRACTOR (M.C.)
TO CORRESPONDING UNIT
COMMUNICATION
CABLE
DAIKIN
CoolCast-24-DK
Conventional
24vac
Thermostat
Communication
Adapter
SA
FC
(INDOOR UNIT)
RA
D
X
FILTER SF-1
BCC
VRF
(OUTDOOR UNIT)
POWER
BY E.C.
POWER
BY E.C.
Daikin VRF Controller
(If Required)
TO NEXT UNIT
COMM
CABLE
RCD
PELICAN
ROOM TEMPERATURE
72°F
Touch to adjust
GWY Y2W2
POWER
BY E.C.
XF1
24VAC
POWER BY
ELEC.
24V
RH
G2
Y
W2
W
G1
CC
G3
P1 P2
SA-1
PELICAN TA1
RCD
TC3
SEQUENCE OF OPERATION:
VRF INDOOR UNITS:
GENERAL:
THE PELICAN NETWORK THERMOSTAT SHALL BE
PROGRAMMED AS DIRECTED BY THE DISTRICT FOR
OCCUPIED
PERIODS, UNOCCUPIED PERIODS AND
HOLIDAYS.COORDINATE WITH DISTRICT REPRESENTATIVEFOR NETWORK
SETTINGS, OCCUPANCY SCHEDULES, SETPOINTS, SETBACK,
ETC. DURING PERIODS OF OCCUPANCY, THE SUPPLY
FAN SHALL BE ENABLED AND STAGED HEATING OR COOLING
SHALL BE PROVIDED TO MAINTAIN ROOM
TEMPERATURE SETPOINT. PELICAN WIRELESS THERMOSTAT
SHALL COMMUNICATE WITH THE FAN COIL THROUGH
MANUFACTURER’S 24VAC THERMOSTAT ADAPTER.
COOLING:
UPON CALL FROM PELICAN ZONE THERMOSTAT, THE VRF
SYSTEM INTERNAL CONTROL LOGIC ACTIVATES DX
COOLING AS REQUIRED TO MAINTAIN THE ZONE
TEMPERATURE SETPOINT DURING OCCUPIED PERIODS ORTHE
SETBACK TEMPERATURE SETPOINT DURING UNOCCUPIED
PERIODS. AFTER SETPOINT TEMPERATURE IS SATISFIEDDX COOLING DEACTIVATES.HEATING:
UPON CALL FROM PELICAN ZONE THERMOSTAT, THE VRF
SYSTEM INTERNAL CONTROL LOGIC ACTIVATES DX
HEATING AS REQUIRED TO MAINTAIN THE ZONE
TEMPERATURE SETPOINT DURING OCCUPIED PERIODS ORTHE
SETBACK TEMPERATURE SETPOINT DURING UNOCCUPIED
PERIODS. AFTER SETPOINT TEMPERATURE IS SATISFIEDDX HEATING DEACTIVATES.
R
C
D
L
120
N
CD R Y W G W2 Y2
ENC
EAEA
POWER
BY E.C.
PM5
240VAC120VAC
N
1Y 2W 3G 4W2 5Y2
MODULE POWER IN
120VAC(120-N) or
240VAC(L-N)
RM
Low Voltage
Antenna
INCLUDED WITH
PM5 MODULE
MOTOR
STARTER
CONTROL
VOLTAGE
INLINE EXHAUST FAN:
IEF-1 & IEF-2 SHALL RUN WHENEVER DOAS-A UNIT IS RUNNING.
AN ALARM SHALL BE GENERATED AT THE BMS IF THE EXHAUST FAN IS COMMANDED TO RUN AND THE SYSTEM FAILS TO CONFIRM EXHAUST FAN RUNNING STATUS.
Pelican
TA1
R
C
D
T
T
DISTRICT'S INTERNET WAN
CUSTOMER PC w/ BROWSER
PELICAN
SERVER
Pelican
Wireless Systems
WR400
Wireless
Repeater
Power Cable
with AC Adaptor Ethernet Cable
Ethernet (RJ-45)Connector Port
RJ
Router/Hub
RJ
To InternetConnection
FACTORY IP ADDRESS
GATEWAY WILL CONNECT
AUTOMATICALLY TO
PELICAN SERVER AFTER
SERIAL NO. OF GATEWAY
IS REGISTERED ON PELICAN SITE
Go to: https://www.pelicanwireless.com/new-site-setup/
OR
Mobile Device Pelican
Wireless Systems
GW400
Wireless
Gateway
GW
1 ACTUAL QUANTITY AND LOCATIONS
TO BE DETERMINED BY INSTALLER.
PelicanWireless Systems
GW400 Wireless Gateway
PELICAN
ROOM TEMPERATURE
72 °F
Touch to adjust
GW
1 Pelican
Wireless Systems
PEARL
ECONOMIZER
CONTROLLER PELICAN
ROOM TEMPERATURE
72 °F
Touch to adjust
NETWORK
SWITCH
7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A F C O TATS N I CA L CH E M
R. N
S
NOR
ROF P
ED RETS
I
GE
R
SS I ONAL
ENG I
N
E
E
R
AE E T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:26:49 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt M-501
CONTROLSDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
1 SCALE: NONE DOAS SYSTEM CONTROL DETAIL3 SCALE: NONE VRF SYSTEM CONTROL DETAIL 2 SCALE: NONE INLINE EXHAUST FAN CONTROL DETAIL
4 SCALE: NONE PELICAN WIRELESS LAN LAYOUT
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
R C Y1 Y2
TB
OUTDOOR UNIT
TO INDOOR UNIT
WIRE AS NECESSARY
POWER
BY E.C.
PELICAN
ROOM TEMPERATURE
72°F
Touch to adjust
TC3
R C G Y O Y2 W2
SA
SATPOWER
BY ELECT.
TA1
DX
RA
SF
NOTE: DFC-1G AND
CRAC-1 SERVE MDF-133.
DFC-1G SHALL HAVE A
HIGHER TEMPERATURE
SETPOINT TO WORK AS A
BACKUP FOR CRAC-1
SEQUENCE OF OPERATION
GENERAL:
THE NETWORK THERMOSTAT SHALL BE PROGRAMMED
AS DIRECTED BY THE DISTRICT FOR REQUIRE
SETPOINTS AND ALARMS DURING OCCUPIED AND
UNOCCUPIED PERIODS. THE UNIT SHALL ENABLE THE
SUPPLY FAN AND DX COOLING TO MAINTAIN ZONE
TEMPERATURE SETPOINT AS COMMANDED BY THEZONE THERMOSTAT.
COOLING:
ON A CALL FOR COOLING, STAGES OF DX COOLING
SHALL BE ENABLED TO MAINTAIN ROOM COOLINGSETPOINT.
ALARMS:
SAFE TEMPERATURE ALARM SHALL ACTIVATE
ANYTIME THE SPACE TEMPERATURE EXCEEDS THE
DEFINED LIMITS.
SUPPLY SAFE TEMPERATURE ALARM SHALL ACTIVATE
ANYTIME DURING HEATING OR COOLING IF THE
LEAVING AIR TEMPERATURE EXCEEDS THE DEFINEDLIMITS.
(OUTDOOR UNIT)
(INDOOR UNIT)
THIRD PARTY
THERMOSTAT
INTERFACE
XF1
24VAC
20VA
POWER
BY E.C.
PELICAN
ROOM TEMPERATURE
72°F
Touch to adjust
TC1
POWER BY
ELEC.
NOTE: DFC-1H & DFC-2H
SERVE ELECTRICAL-134.
DFC-1H & DFC-2H
THERMOSTATS SHALL
HAVE HEATING LOCKED
OUT. ONE UNTI SHALL
RUN A TIME WITH THE
OTHER AS BACK UP.
SEQUENCE OF OPERATION
GENERAL:
THE NETWORK THERMOSTAT SHALL BE PROGRAMMED AS
DIRECTED BY THE DISTRICT FOR REQUIRE SETPOINTS AND
ALARMS DURING OCCUPIED AND UNOCCUPIED PERIODS. THE
UNIT SHALL ENABLE THE SUPPLY FAN AND DX COOLING OR
HEATING TO MAINTAIN ZONE TEMPERATURE SETPOINT AS
COMMANDED BY THE ZONE THERMOSTAT.
COOLING:ON A CALL FOR COOLING, DX COOLING SHALL BE ENABLED TO MAINTAIN ROOM COOLING SETPOINT.HEATING:
ON A CALL FOR HEATING, DX HEATING SHALL BE ENABLED TO
MAINTAIN ROOM HEATING SETPOINT.
ALARMS:
TEMPERATURE ALARM SHALL ACTIVATE ANYTIME THE SPACETEMPERATURE EXCEEDS THE DEFINED LIMITS. 7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A F C O TATS N I CA L CH E M
R. N
S
NOR
ROF P
ED RETS
I
GE
R
SS I ONAL
ENG I
N
E
E
R
AE E T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:26:50 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt M-502
CONTROLSDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP CONSTRUCTION DOCUMENTS 2 SCALE: NONE CRAC UNIT CONTROL DETAIL 1 SCALE: NONE INDOOR FAN COIL UNIT CONTROL DETAIL
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
SA
D
X
/
/
/
E
H
SF-1
OSA
FILTER
/
R C G Y1 O/B Y2 W2
Unit TB
SA-1 SD
PELICAN
ROOM TEMPERATURE
72°F
Touch to adjust
TC3
POWER BY
ELEC.
FACTORY
CONTROLLER
DOAS
DOAS SHALL BE ORDER WITH
FACTORY INTEGRATED
CONTROLS AND STANDARD
24VAC CONTROL TERMINAL
BOARD FOR CONVENTIONAL
THERMOSTAT CONNECTION
EAEA
POWER
BY ELEC.
FH-2 EA
EA
POWER
BY ELEC.
EA FH-3EA
POWER
BY ELEC.
HOOD
SWITCH
FH-1
PANELIZED
CUSTOM
PROGRAMMABLE
CONTROLLER EA
EA
POWER
BY ELEC.
VFD
IEF-3 EA
EA
POWER
BY ELEC.
VFD
IEF-4
0-10VDC SPEED SIGNAL
0-10VDC SPEED SIGNAL
HOOD
SWITCH
HOOD
SWITCH
EAEA
POWER
BY ELEC.
MOTOR
STARTER
IEF-5
RT1-AC
RC
Pelican Wireless
24VAC POWER
REMOTE TEMPERATURE
SENSOR FOR TEMPERATURE
AVERAGING.
PANEL PROVIDED BY TOTAL
CONTROL. CONTACT BILL
CARMODY @ (916) 780-5929
SEQUENCE OF OPERATION
GENERAL:
THE NETWORK THERMOSTAT SHALL BE PROGRAMMED AS DIRECTED BY THE OWNER FOR OCCUPIED PERIODS, UNOCCUPIED PERIODS AND HOLIDAYS. DURING PERIODS OF OCCUPANCY, THE SUPPLY FAN SHALL BE ENABLED AND STAGED HEATING OR COOLING SHALL BE PROVIDED TO MAINTAIN TEMPERATURE SETPOINT. THE OUTSIDE AIR DAMPER SHALL MODULATE FULLY CLOSED WHENEVER THE UNIT IS DISABLED.
COOLING:
ON A CALL FOR COOLING, STAGES OF DX COOLING SHALL BE ENABLED TO MAINTAIN ROOM COOLING SETPOINT.
HEATING:
ON A CALL FOR HEATING, STAGES OF HEATING SHALL BE ENABLED TO MAINTAIN ROOM HEATING SETPOINT.
SAFETIES:
THE DUCT SMOKE DETECTOR(S) SHALL BE HARD WIRED TO STOP THE EQUIPMENT WHEN PRODUCTS OF COMBUSTION ARE DETECTED IN THE AIR STREAM. PROVIDED BY ELECTRICAL CONTRACTOR (E.C.) INSTALLED BY MECHANICAL CONTRACTOR (M.C.)IEF-3 & IEF-4:
IEF-3 & IEF-4 SHALL RUN AT FULL SPEED WHENEVER THE DOAS-C IS RUNNING AND THE FUME HOODS (FH-1, FH-2 & FH-3) ARE OFF. IEF-3 SHALL SHUT DOWN AND IEF-4 SHALL SLOW DOWN (AS DETERMINED BY THE AIR BALANCER CONTRACTOR) TO MAINTAIN A SLIGHT NEGATIVE PRESSURE IN THE SPACE WHENEVER ALL 3 FUME HOODS ARE RUNNING. IEF-3 AND IEF-4 SHALL RAMP UP (AS DETERMINED BY THE AIR BALANCER CONTRACTOR) TO MAINTAIN A SLIGHT NEGATIVE PRESSURE IN THE SPACE WHENEVER ONLY ONE OR TWO FUME HOODS ARE RUNNING.
IEF-5:
IEF-5 OPERATION SHALL BE INTERLOCK WITH MUA-C UNIT. IEF-5 SHALL RUN WHENEVER THE MUA SUPPLY FAN IS RUNNING.
7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O
TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:26:50 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt M-503
CONTROLSDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
1 SCALE: NONE LAB AREA CONTROL DETAIL
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
NOTE: IF YOU END UP WITH A (-) NEGATIVE VALUE, A BOOSTER PUMP WILL BE REQUIRED.
CALCULATION SHEET.IF SO, REFER TO BOOSTER PUMP
COLD WATER CALCULATIONS
DESIGN CRITERIA
Total estimated demand (GPM) from fixture calc sheet:
1. Pressure @ Street Main (Static Pressure -
information can be aquired from the local Water
Purveyor)
2. Pressure loss due to height (from buried
depth below grade to the highest most point
in the system - above ceiling, floor level of a
multi-story building, etc…)
17 3. Pressure loss thru meter (Note: losses may vary from 2 PSI up to 5 PSI - verify meter type and losses with the local Water Purveyor)
4. Pressure loss thru other devices (i.e., BFP) (Note:
losses may vary from 8 PSI up to 15 PSI - verify BFP type and losses with the local Water Purveyor)
5. Total pressure loss (add lines 2, 3 & 4)
6. Pressure required at highest fixture (Note: 20 PSI for a Flush Tank Water Closet and 25 PSI for a Flush Valve
Water Closet)
7. Pressure available for Friction Loss (line1-line 5-line 6)
8. Total developed length of run (Note: Add an addition 25% of total pipe length to account for equivalent
length of fittings and valves).
FRICTION LOSS CALCULATION
from line 7 27.622 PSI X 100 =
from line 8 350
Cold Water Service Required:
2 Water meter size required, based on above demand:-
7.89 PSI/100 ft.
ft. x .434
76 75
7.378 5
10 22.378
25 27.622
350
XXXX
XXXX
PLUMBING GENERAL NOTES
T
OF
HP
MG
SD
PLUMBING LEGEND
AMERICAN DISABILITIES ACT
G
CD
RWL AD
ADA
AFF
AFG
BFF/G
BV
CO
CWR
EWH
FA
FCO
FFE
ABOVE FINISH FLOOR
ABOVE FINISH GRADE
BELOW FINISH FLOOR/GRADE
BALL VALVE
CLEAN OUT
COLD WATER RISER
ELECTRIC WATER HEATER
FROM ABOVE
FLOOR CLEANOUT
FINISHED FLOOR ELEVATION
FM
FSR
GCO G
GR/D
GWH
HWR
IE
MV
OF
P&TRV
PSI
RD
RWL
SOC
SOV
TYP
UF
US
VB
VR
VTR
WCO
WHA
WM
FLOOR MOUNT
FIRE SPRINKLER RISER
GRADE CLEANOUT
GAS
GAS RISER/DROP
GAS WATER HEATER
HOT WATER RETURN
INVERT ELEVATION
MIXING VALVE
OVER FLOW
PRESSURE & TEMP RELIEF VALVE
POUNDS PER SQUARE INCH
ROOF DRAIN
RAIN WATER LEADER
SHUT OFF COCK
SHUT OFF VALVE
TYPICAL
UNDER FLOOR
UNDER SLAB
VALVE BOX
VENT RISER
VENT THRU ROOF
WALL CLEANOUT
WATER HAMMER ARRESTOR
WALL MOUNT
SANITARY SEWER (SS)/ WASTE (W)
SANITARY VENT (V)
COLD WATER (CW)
HOT WATER (140° F) (HW)
HOT WATER RETURN (140° F) (HWR)
COMPRESSED AIR
CONDENSATE DRAIN
DRAIN LINE
GAS (G)
GAS - MEDIUM PRESSURE
GAS - HIGH PRESSURE
RAIN WATER LEADER OVERFLOW (OF)
RAIN WATER LEADER (RWL)
STORM DRAIN (SD)
TEMPERED WATER (110° F) (TW)
SHUT OFF VALVE IN VALVE BOX
ABC ABOVE CEILING R GAS PRESSURE REGULATOR
CD CONDENSATE DRAIN
CW COLD WATER
FB FROM BELOW
HW HOT WATER
GAS PRESSURE REGULATORGPR
V VENT
SS SANITARY SEWER
CHECK VALVE
BALANCING VALVE
UNION
STRAINER & BLOW-OFF VALVE
THERMOMETER
PRESSURE GAUGE
CIRCUIT SETTER
BALL VALVE
PUMP
SAD SEE ARCHITECTURAL DRAWINGS
SMD SEE MECHANICAL DRAWINGS
SPD SEE PLUMBING DRAWING
DI DEIONIZED WATER
LA LABORATORY AIR
LV LABORATORY VACUUM
COTG CLEAN OUT TO GRADE
W WASTE
SD SECONDARY DRAIN
MEDICAL AIR OUTLET (DECK)
MEDICAL GAS OUTLET (DECK)
VACUUM OUTLET (DECK)
MEDICAL AIR OUTLET (WALL/BACK)
MEDICAL AIR OUTLET (WALL/BACK)
MEDICAL AIR OUTLET (WALL/BACK)
T-24 PIPING INSULATION REQUIREMENTS
1. PLANS ARE NOT FOR CONSTRUCTION UNTIL APPROVED BY THE AUTHORITY HAVING JURISDICTION. THE CONTRACTOR SHALL NOT ORDER ANY MATERIALS OR INSTALL ANY EQUIPMENT, PIPING, ETC. UNTIL PLANS ARE APPROVED BY THE AUTHORITY HAVING JURISDICTION.
2. ALL FIXTURES WHITE UNLESS OTHERWISE NOTED.
3. ALL FIXTURES SHALL BE PROVIDED WITH STOP VALVES. VALVES MAY BE IN SUPPLY PIPES OR INTEGRAL WITH SUPPLY FITTINGS.
4. WHERE FLUSHOMETER VALVE CONFLICTS WITH GRAB BARS, CONTRACTOR SHALL MODIFY VACUUM BREAKER TUBE TO ENSURE VALVE AND GRAB BAR ARE ADEQUATELY SEPARATED.
5. CONTRACTOR SHALL COORDINATE ALL PLUMBING LINE LOCATIONS WITH OTHER TRADES.
6. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FIXTURES AND MOUNTING HEIGHTS.
7. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND PAY ALL COSTS INVOLVED.
8. INSULATE HOT & COLD WATER SUPPLY PIPES, STOPS, P-TRAP AND DRAIN LINE AT EACH ADA LAVATORY AND SINK WITH ANTI-MICROBIAL, SEAMLESS, VANDAL RESISTANT PROTECTIVE PIPE COVER "PROWRAP" OR EQUAL.
9. ALL PIPE PENETRATIONS THROUGH ROOF SHALL BE FLASHED SIMILAR TO VTR'S.
10. ALL SANITARY SEWER VENT PIPE PENETRATIONS THROUGH ROOF SHALL TERMINATE AT A MINIMUM DISTANCE OF 25' FROM ANY FRESH AIR INTAKE.
11. MINIMUM LOCAL CONNECTION SIZES SHALL BE MADE IN ACCORDANCE WITH THE SCHEDULE OF CONNECTIONS.
12. ALL WATER PIPING SIZED IN ACCORDANCE WITH 2022 CPC, APPENDIX A.
13. GAS PIPING SIZED IN ACCORDANCE WITH TABLE 1216.2, 2022 CPC. FOR MBH AND A MAXIMUM LENGTH OF '.
14. ALL WASTE, WATER, FIRE AND STORM DRAIN PIPING SHALL BE STUBBED 5' OUTSIDE BUILDING TO CONNECTION POINT SHOWN. SEE CIVIL DRAWINGS FOR CONTINUATION. CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE PIPING.
15. COORDINATE ALL TRENCHING WITH CONTRACTOR.
16. ALL HOSE BIBBS SHALL BE 3/4" AND MOUNTED AT 12" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. ALL HOSE BIBBS SHALL HAVE A NON-REMOVABLE VACUUM BREAKER.
17. PROVIDE MATERIALS IN ACCORDANCE WITH 2022 CALIFORNIA PLUMBING CODE AND STATE CODE REGULATIONS.
18. SEISMIC SUPPORTS AND BRACING FOR ALL PIPING SHALL BE PROVIDED IN ACCORDANCE WITH 2022 CBC SECTION 1613, LATEST EDITION OF ASCE7; SECTION 13.6.1 AND NFPA 13 STANDARDS FOR SUPPORT AND ANCHORAGE. METHODS AND MATERIALS PUBLISHED BY SMACNA AND APPROVED BY STATE AGENCIES SHALL BE USED.
19. THE CONDENSATE DRAIN RECEPTACLE (CDR) AND ASSOCIATED WASTE AND VENT PIPING IS NOT REQUIRED AT SITES WHERE THE ROOF DRAINS CONNECT TO A STORM DRAIN SYSTEM. CD LINES FROM ROOFTOP MECHANICAL EQUIPMENT MAY SPILL OVER ROOF DRAINS WITH A TURNED-DOWN ELBOW.
20. THE WATER CLOSET CONTROLS (FLUSH HANDLE) MUST BE LOCATED ON THE CLEAR/ WIDE SIDE OF THE ACCESSIBLE WATER CLOSETS.
21. HAZARDOUS AND COMBUSTIBLE MATERIAL LINES (E.G. GAS LINES) GREATER THAN 1" IN DIAMETER AND NON-HAZARDOUS LINES (E.G. WATER LINES) GREATER THAN 3" IN DIAMETER REQUIRE SEISMIC BRACING PER 2022 CBC SECTION 1617A.1.26. ACCEPTABLE SEISMIC BRACING DETAILS INCLUDE THOSE SHOWN IN THE EATON/COOPER B-LINE OPM-0052-13 WITH 2022 REVISIONS OR MASON INDUSTRIES OPM-0043-13 WITH 2022 REVISIONS. CONTRACTOR TO CONFIRM BRACING DETAILS WITH DESIGN TEAM.
22. ANY HORIZONTAL DRAINAGE PIPE SERVING SINKS OR URINALS SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL PER CPC 2022 707.4. A CLEANOUT SHALL BE FURNISHED ABOVE THE FIXTURE
CONNECTION FITTING SERVING EACH URINAL, REGARDLESS OF THE LOCATION OF THE URINAL IN THE BUILDING.
23. A CLEANOUT IS REQUIRED ON ALL RAINWATER AND OVERFLOW LEADERS AT THE BASE OF THE LEADER BEFORE IT DROPS BELOW GRADE TO CONNECT TO THE HORIZONTAL DRAIN. CLEANOUTS SHALL ALSO BE INSTALLED ON LEADERS AT INTERVALS NOT TO EXCEED 100 FET IN STRAIGHT HORIZONTAL RUNS, AND FOR EACH AGGREGATE HORIZONTAL CHANGE IN DIRECTION EXCEEDING 135 DEGREES.
DIO DI OUTLET
AO AIR OUTLET
VO VACUUM OUTLET
24. ALL PIPING SHALL BE LABELED AS PER SPECIFICATION 22 05 53.
25. ALL NEW WATER PIPING SHALL BE DISINFECTED PER SPECIFICATION SECTION 22 11 16.
WATER SIZING
ACID WASTE
ACID VENT
AW
AVR 1/2"3/4"1/2"3/4" 1/2"3/4"1/2"3/4"2"1-1/2"2"2"SHSHOWE (1) 2"1-1/2"2"2"TDTRENCH DRAIN
(3)
(1)
3/8"3/8"1/2"2"LAVATORY L
1"2"4"4"WATER CLOSET WC
2"3"3"FSFLOOR SINK S
UR
HB
FD
SS
FIXTURE
SINK
URINAL
FLOOR DRAIN
SERVICE SINK
HOSE BIBB
PLUMBING FIXTURE CONNECTION SCHEDULE
WASTE
SYMBOL
COLD WATER HOT WATER
BRANCH OUTLET VENT TRAP BRANCH OUTLET BRANCH OUTLET
2"
2"
2"
3"
2"
3"
2"
2"
1 1/2"
3"
2"
3/4"
1/2"
3/4"
1/2"
3/4"
3/8"
1/2"
1/2" 1/2
3/4" 1/2"
3"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2" 1-1/2"
1-1/2"
1-1/2"1-1/2"
2"
1-1/2"
1-1/2" 1-1/2" 3/4"
1/2"
1/2"
(2)
(2)
DF
ELECTRIC WATER
COOLER/DRINKIING
(FLUSH VALVE)
FOUNTAIN
4"
2"
2"
(1)
EEW 3/4" 3/4"
ESH 1-1/2" 1-1/2"2" 1-1/4" 1-1/2"
EMERGENCY
EYEWASH
EMERGENCY SHOWER
EYEWASH
NOTES:
(1) TRAP PRIMER CONNECTION ONLY WHERE NOTED ON PLANS.
(2) TEMPERED OR HOT WATER ONLY WHERE INDICATED ON PLANS. (3) FLOOR SINKS SERVING FIRE SPRINKLER RISER ROOMS REQUIRE A 6" WASTE AND 3" VENT CONNECTION.
ABOVE 350
251-350
201-250
141-200
105-140 -
40-60
BELOW 40
RANGE (°F)
TEMPERATURE
FLUID
0.32-0.34
0.29-0.32
0.27-0.30
0.25-0.29
0.22-0.28 -
0.21-0.27
0.20-0.26
(IN BTU-INCH
PER HOUR
PER SQUARE
FOOT PER °F
CONDUCTIVITY RANGE
SPACE HEATING AND SERVICE WATER HEATING SYSTEMS (STEAM, STEAM CONDENSATE AND HOT WATER); 250
200
150
125
100
SPACE COOLING SYSTEMS (CHILLED WATER, REFRIGERANT AND BRINE) - 75 50
INSULATION
MEAN
RATING
TEMPERATURE
(°F)
4.5 3.0
2.5 1.5
1.0 0.5
1.0 NOMINAL PIPE DIAMETER (IN INCHES)
0.75 NONRES RES
INSULATION THICKNESS REQUIRED (IN INCHES)
<1
5.0 4.0
2.5 1.5
1.5 0.5
1.5 0.75
NONRES RES
1 TO <1.5 1.5 TO <4
1.0 1.5
1.5 2.0
2.5 4.5
5.0 1.0
1.5 1.5
2.0 3.0
4.5 5.0
1.0 1.5
1.5 2.0
3.0 4.5
5.0 4 TO <8 ≥8
COLD WATER - FT FU'S
3/4"
1"
1-1/4"
1-1/2"
2"
HOT WATER 3/4" 8.0 7.0 4.5 6.0
1" 15.0 11.0 4.5 4.0
1-1/4" 30.0 20.0 4.5 3.0
1-1/2" 46.0 27.0 4.5 2.8
(SIZED PER CPC 2022 - APPENDIX A)
2" 107.0 45.0 4.5 2.0
SIZE FU'S GPM VELOCITY PSI LOSS/100'
8.0 7.0 4.5 6.0
15.0 11.0 4.5 4.0
30.0 20.0 4.5 3.0
46.0 27.0 4.5 2.8
264.0 78.0 7.2 4.0
COLD WATER - FV FU'S 1-1/2" 10.0 27.0 4.5 2.8
2" 53.0 54.0 6.0 3.0
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
M31176
EXP. 12/31/25 A E EAL I FORN I A F C O TATS N I CA L CH E M R. N S NOR ROF P ED RETSI GER SS I ONAL ENG I NEER AE E T I CH
23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS #
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
2/11/2025 1:47:43 PM C:\Users\gsettles\Documents\23.020 Dry Creek WWTP MEP_r22_gsettles.rvt P-001
SYMBOLS AND
NOTES
DCWWTP OPERATIONS
AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
Plumbing Sheet List
Sheet Number Sheet Name
FP-201 FLOOR PLAN - FIRE PROTECTION
P-001 SYMBOLS AND NOTES
P-002 PLUMBING SCHEDULES
P-101 SITE PLAN - PLUMBING PHASE 1
P-102 SITE PLAN - PLUMBING PHASE 2
P-200 FLOOR PLAN - PLUMBING FIXTURE
IDENTIFICATION
P-201 FLOOR PLAN - PLUMBING WASTE & VENT
P-202 FLOOR PLAN - PLUMBING WATER & GAS
P-221 ROOF PLAN - PLUMBING
P-301 ENLARGED LAB WATER & WASTE PLANS
P-302 ENLARGED LAB DI WATER, AIR AND VAC
PLANS
P-303 ENLARGED LOCKER ROOM PLANS
P-400 DETAILS
P-401 DETAILS
P-402 DETAILS
P-403 DETAILS
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
DISHWASHER
CEILING
WALL
FIRE RATED
KITCHEN
HOT AND COLD SUPPLY.
DI WATER.
930-317SAM
HOT AND COLD SUPPLY.
DI WATER.
930-317SAM
MLP200
HOT AND COLD SUPPLY.
DI WATER.
930-317SAM
EQUIPMENT SCHEDULE
DETAILLOCATIONDESCRIPTION/TRIMNUMBERMAKESYMBOL
MECHANICAL
ROOM
132
NBF-36B & G CIRCULATION PUMP, LEAD FREE BRONZE CONSTRUCTION, 10 GPM, 25' HEAD. PROVIDE TIMER KIT AND AQUASTAT.1-1/4" CONNECTION. 3-SPEED OPERATION.WEIGHT: 13.1 LBS ELECTRICAL: 115V. 60 HZ, 270W, 1PHTHERMAL EXPANSION TANK, 2 GALLONS TOTAL VOLUME,0.45 MAXIMUM ACCEPTANCE FACTOR. SECURE WITHHOLDRITE QUICK STRAP #QS-U BRACKET.ELECTRIC WATER HEATER, 70-1/4" HIGH X 28"∅. 100GALLON CAPACITY, 88 GPH RECOVERY AT 80° F. TEMP.RISE, DIRECT VENT. SET AT 140° F.OPERATING WEIGHT. = 1400 LBS.,ELECTRICAL: 15KW, 208V, 1PH, 72.1 AMPS.
DSE-100A MECHANICAL
ROOM
132
MECHANICAL
ROOM
132
THERM-X-TROL ST-5C
A.O. SMITH
PLUMBING FIXTURE SCHEDULE
NUMBERMAKESYMBOL DESCRIPTION/TRIM MATERIALSUPPORT
FLUSH VALVE WATER CLOSET WITH ELONGATED BOWL,TOP SPUD, 16-5/8" RIM HEIGHT.LOW CONSUMPTION SENSOR FLUSH VALVE (1.28 GPF),PROVIDED WITH MANUAL OVERRIDE BUTTON.KOHLER K-4731-C OPEN FRONT WHITE SEAT. PROVIDESUPPLY AND STOP, COMMERCIAL CLOSET CARRIER.MOUNTING HEIGHT PER ARCHITECTURAL PLANS, FLUSHVALVE LEVER ON WIDE SIDE OF STALL.
WC-1 KOHLER FLOOR VIT. CHINA
SLOAN
VALVE
(SENSOR)
BATTERY
OPTIMA
111-1.28
ACCESSIBLE
LOCATION --- WASHOUT URINAL, 3/4" TOP SPUD, 2" THREADED OUTLET.
LOW CONSUMPTION SENSOR FLUSH VALVE (0.125 GPF),PROVIDED WITH MANUAL OVERRIDE BUTTON.PROVIDE COMMERCIAL CARRIER AND WALL CLEANOUT.MOUNTING HEIGHT PER ARCHITECTURAL PLANS.
KOHLER K-4991-ET
BARDON
UR-1 WALL VIT. CHINA
SLOAN SFSM
186-0.125
ACCESSIBLE
VALVE --- (SENSOR)
BATTERY
L-1 K-2209 COUNTER VIT. CHINA
CAXTON
KOHLER
420-T41E2805
ABCP
CHICAGO
FAUCET
(MANUAL)
ACCESSIBLE
LOCKER
RM
L-2 KOHLER WALL VIT. CHINA
ACCESSIBLE
CHICAGO 116.221.AB.1
FAUCET
K-2031 RESTROOM
GREENWICH
(SENSOR)
BATTERY
SH-1 MOEN 3988EP WALL
SERIES --- LOCKER ACCESSIBLE RM
PISTON OPERATED WATER HAMMER ARRESTER. SIZE ASRECOMMENDED BY MANUFACTURER.
SIOUX
CHIEF --- --- LEAD FREE WHA
IMB ICE MAKER CONNECTION BOX, LEAD FREE 1/2" QUARTER WALL TURN BALL VALVE WITH HAMMER ARRESTOR.
AB9700HA ---- WMB GUY WASHING MACHINE BOX: CENTER DRAIN, 1/2" QUARTER TURN BALL VALVES WITH HAMMER ARRESTORS.
SSWB3
GRAY
WALL PVC
RESIN
GUY
GRAY
ZURN CD3P LEAD
FREE
AG SPEEDFLEX AIR GAP FITTING FOR KS-1 MOUNTED ON SINK LEDGE. --- --- --- --- HB ACORN WALL STAINLESS STEEL ROOF ROUGH BRONZE 8126-LF
HOSE BIBB (INTERIOR) W/ INTEGRAL VACUUM BREAKER,STAINLESS STEEL RECESSED BOX WITH KEY.HOSE BIBB (ROOF/EXTERIOR) W/ INTEGRAL VACUUMBREAKER. 8151 --- --- ELMDOR AP ACCESS PANEL. 24" X 24", 16 GAUGE GALVANNEALED STEEL WITH PRIME COAT FINISH. AUTOMATIC CLOSER, SELF-LATCHING, 2" THICK FIRE RATED INSULATION, WELDED PAN TYPE. 1-1/2 HOUR FIRE RATING. FRC 24X24 ELMDOR DW SERIES --- PRIMER COATED PRIMER COATED ACCESS PANEL, 14 GAUGE GALVANNEALED STEEL WITH PRIIME COAT FINISH.
MS-1 28" x 28" x 12" HIGH TERRAZZO CORNER MOP SINK WITH INTEGRAL STAINLESS STEEL CAP, INTEGRAL 3" FLOORDRAIN SUPPLIED WITH REMOVABLE STAINLESS STEELGRID STRAINER. PROVIDE 1453-BB STRAINER AND P-TRAP.PROVIDE ACORN KH36 HOSE WITH WALL HANGER, KMHMOP HANGER WITH 3 SPRING LOADED GRIPS ON BRACKET.WALL MOUNTED H & CW FAUCET WITH VACUUM BREAKERSPOUT WITH PAIL HOOK, WALL BRACE, LEVER HANDLES,PROVIDE SUPPLIES AND STOPS.
ACORN TCR-28 FLOOR PORTLAND CEMENT
(WHITE W/WHITE
CHIPS)
(CORNER)
CHICAGO 897-CP
(FAUCET)
JANITOR
RM 121
POWEREX IBVS0202 DIRECT DRIVEN SYSTEM, 2 HP SYSTEM, ROTARY VANE VACUUM PUMP. VERTICAL TANK MOUNT, 11 SCFM AT19"HgV, AIR COOLED, OIL DRAIN VALVE ASSEMBLY,MOUNTED ON VIBRATION ISOLATORS, 10 MICRON INLETFILTER, FLEXIBLE CONNECTOR. VACUUM RECEIVER RATEDFOR MINIMUM 200 PSIG DESIGN PRESSURE. CHECK VALVEBETWEEN INLET FILTER AND VACUUM PUMP. EPOXY LINED30 GALLON VERTICAL RECEIVER WITH VACUUM GAUGE AND MANUAL DRAIN. EXHAUST FLEX HOSE WITH DRIP LEGAND VALVE.
PURCHASE WITH SPEEDAIRE XDV SERIES TIMED
ELECTRIC AUTO DRAIN. 115VWEIGHT: 326 LBS
ELECTRICAL: 208V, 3PH, 8.0 FLA.
CULLIGAN
EQUIPMENT
ROOM
136
CULLIGAN DEIONIZER SYSTEM, PORTABLE EXCHANGEDEIONIZERS. PROVIDE: CATION RESIN TANK, ANION RESINTANK, MIXED BED POLISHER, 1 MICRON FILTER, RESINTRAP FILTER, WATER QUALITY MONITOR, RESISTIVITYSENSOR AND GAUGES.
KS-1 ELUHAD
281655
ELKAY
CHICAGO
FAUCET
(MANUAL)
STAINLESS
STEEL
1100-E35-
317ABCP
COUNTER
THERMOSTATIC MIXING VALVE, INTEGRAL CHECK VALVES,MOUNTING BRACKET, LEAD FREE, 0.25 GPM MIN. FLOW,LOCKING TEMPERATURE REGULATOR, 3/8" INLETS, 3/8"OUTLET, SET AT A MAX. TEMP. OF 110° F 170-ALF-BP
BRKT
LEONARD
KITCHEN
RM 109
BRACKET
FD FLOOR DRAIN (CONCRETE FLOOR) - SEE PLAN FOR SIZE,
CAST IRON P-TRAP.
ZURN Z415B --- FLOOR DRAIN (TILE FLOOR) - SEE PLANS FOR SIZE, CAS T
IRON P-TRAP.
Z415S
FLOOR DRAIN (COMPOSITION TYPE FLOOR) -SEE PLAN FORSIZE, CAST IRON P-TRAP.
Z415SL
FLOOR DRAIN (EPOXY TYPE FLOOR) -SEE PLAN FOR SIZE,CAST IRON P-TRAP.
Z415BL
CAST IRON
BODY W/
NICKEL-BRONZE
STRAINER --- TP 695-01SIOUX BRASS
CHIEF
TRAP PRIMER VALVE. PROVIDE WITH UNION AND BALL --- VALVE. PROVIDE MANIFOLD AS NECESSARY --- ACCESSIBLE DI
1 VAC
1 LAC
1 ET
1 CP
1 EWH
1 LAVATORY, 20-1/4" X 18-1/4" X 4-1/4, SINGLE HOLE. PROVIDE "CHICAGO" 327-XCP FLAT GRID STRAINER, P-TRAP,SUPPLIES AND STOPS, AND COMMERCIAL FLOOR MOUNTED WALL CARRIER WITH CONCEALED ARMS.
HOT AND COLD SUPPLY, SINGLE HOLE, SENSOR OPERATEDFAUCET, 0.5 GPM, SET TIMER TO 20 SECONDS. USER ADJUSTABLE TEMPERATURE CONTROL MIXER, 6 VOLT LITHIU
M
BATTERY INCLUDED.
SHOWER TRIM, SINGLE FUNCTION HAND SHOWER WITH 30"SLIDE BAR, DOUBLE CHECK VALVE IN HANDLE, 69" HOSE,
1.75 GPM. PROVIDE WITH "MOEN" A721 SERIES DROP ELL
FOR HANDSHOWER, PROVIDE "MOEN" S1001EP SERIES 10"
RAINSHOWER HEAD @ 1.75 GPM, PROVIDE "MOEN" S110
SERIES 14" SHOWER ARM AND FLANGE FOR THESHOWERHEAD. PROVIDE "MOEN" M-CORE 3 SERIES VALVE
TRIM WITH INTEGRATED DIVERTER, TEMPERATURE AND
PRESSURE BALANCE SYSTEM CERTIFIED TO (ASME
A112.18.1/CSA B-125-1, ASSE 1016)
PLUMBING FIXTURE SCHEDULE
NUMBERMAKESYMBOL DESCRIPTION/TRIM MATERIALSUPPORT
EPOXY
RESIN
LOCATION
LAB
RM 112
WB-1 STAINLESS STEEL
EEW/SH STAINLESS
STEEL
FS ------ DECK MOUNTED SINGLE HOLE HOT DECK-MOUNTED TIN-LINED LABORATORY PURE WATER FITTING. 5-1/4" SWING GOOSENECK SERRATED SPOUT. MOUNT TO THE RIGHT OF WITH HANDLE TO OPEN DECK/COUNTER SIDE.
COUNTER
FLOOR
LAB SINK, 27" X 22" X 10" 4 HOLE, 18 GAUGE 304 STAINLESS STEEL. CENTER DRAIN LOCATION, PROVIDE WITH LKAD174OFFSET GRID STRAINER, P-TRAP, SUPPLIES AND STOPS.
DECK MOUNTED SINGLE HOLE HOT
DECK-MOUNTED TIN-LINED LABORATORY PURE
WATER FITTING. 5-1/4" SWING GOOSENECK SERRATED
SPOUT. MOUNT TO THE RIGHT OF WITH HANDLE
TO OPEN DECK/COUNTER SIDE.
COUNTER
WALL
12" X 12" X 8" DEEP, HALF GRATE, DOME STRAINER, ACI
D
RESISTING EPOXY COATED INTERIOR WITH NICKEL BRONZERIM. 2" WASTE CONNECTION. --- LS-1 DURCON CHICAGO FAUCET (MANUAL) 930-317SAM ACCESSIBLE A25 T&S (MANUAL) SS-1 ELKAY CHICAGO FAUCET (MANUAL) 930-317SAM DLSR272210 969-317PLCTF 969-317PLCTF GUARDIAN GBF2150 G6040 ZURN Z-1901-2- KC-2 DF-1 ELKAY LZSTLG8W
SLK
WALL LIGHT GRAY
FINISH
CORRIDOR
RM 118 (SURFACE)
DUAL HEIGHT DRINKING FOUNTAIN AND BOTTLER FILLER.FILTERED, REFRIGERATED, 8.0 GPH OF 50°F, "FLEXI-GUARD" BUBBLERS, ELECTRONIC FRONT AND SIDE
PUSH BUTTONS. ELECTRONIC SENSOR BOTTLER FILLER.PROVIDE MOUNTING FRAME, P-TRAPS, SUPPLY AND ISOLATION BALL VALVE.
ELEC.: 115V, 60Hz, 360W, 6 FLA
HOT AND COLD SUPPLY, 8" CENTERS, L-TYPE SWING
SPOUT, 4" WRIST BLADES, 1.5 GPM AERATOR.
RC J.R. SMITH 3960 --- ROOF CEPTOR, INDIRECT WASTE DRAIN, 8-1/2" ROUND SOLID WATER DAM WITH VANDAL PROOF BOTTOM DOME STRAINER. 2" OUTLET.
ROOF CAST
IRON
TD FLOOR DRAIN (CONCRETE FLOOR) - SEE PLAN FOR SIZE,
CAST IRON P-TRAP. 9" SQUARE HINGED HEAVY-DUTYDRAIN WITH SEDIMENT BUCKET.
ZURN Z513 --- CAST IRON
BODY W/
NICKEL-BRONZE
STRAINER
EXTERIOR
COVERED
SPACE
RM 138
LAB SINK, 18" X 15" X 5" EPOXY-RESIN, CORNER DRAINLOCATION, PROVIDE WITH S03-R GRID STRAINER, P-TRAP,SUPPLIES AND STOPS.
AND COLD WATER MIXING FAUCET. 6" SWING GOOSENECK
SPOUT WITH ATMOSPHERIC VACUUM BREAKER. PROVIDE
WITH DECK PLATE.
AND COLD WATER MIXING FAUCET. 6" SWING GOOSENECK
SPOUT WITH ATMOSPHERIC VACUUM BREAKER. PROVIDE
WITH DECK PLATE.
RECESSED SAFETY STATION WITH DRAIN PAN, EXPOSEDSHOWER HEAD. SHOWER AND EYE/FACE WASH, 16 GAUGESTAINLESS STEEL COMBINATION COVER AND DRAIN PAN ATEYE/FACE WASH. 1"IPS BRASS STAY-OPEN BALL VALVEWITH STAINLESS STEEL "PANIC BAR" ACTUATOR.
THERMOSTATIC MIXING VALVE, SET TO 75 DEGREESFAHRENHEIT OUTPUT TEMPERATURE. (ANSI/ASSE 1071) 48"x29"x14" WASH BASIN, LEFT PORTS 2 HOLES, AND 8"CENTERS. 16 GAUGE 304 STAINLESS STEEL. REAR DRAINLOCATION, PROVIDE WITH 3-1/2" BASKET DRAIN, P-TRAP,SUPPLIES AND STOPS.HOT AND COLD SUPPLY . 8" CENTERS, DECK MOUNT PRE-RINSE UNIT WITH 1.15 GPM SPRAY VALVE, 6"
ADJUSTABLE WALL BRACKET, ADD-ON FAUCET WITH 2.2
GPM 14" L-TYPE SWING SPOUT AND 1/2" INLETS. PROVID
E
SUPPLIES AND STOPS.
STAINLESS
STEEL
LAB
RM 112
WORK
RM 113
LAB
RM 112
EQUIPMENT
ROOM
136
EQUIPMENT
ROOM
136
FOOD WASTE DISPOSER, MULTI GRIND. PROVIDE WITHINSINKERATOR "QUCK LOCK" MOUNTING CONFIGURATION.
EVOLUTION
COMPACT
INSINKERATOR
D-350-MB
K-96057-0
HIGHLINE
FLUSH VALVE WATER CLOSET WITH ELONGATED BOWL, TOPSPUD, 15-1/4" RIM HEIGHT.LOW CONSUMPTION SENSOR FLUSH VALVE (1.28 GPF),PROVIDED WITH MANUAL OVERRIDE BUTTON.KOHLER K-4731-C OPEN FRONT WHITE SEAT. PROVIDESUPPLY AND STOP, COMMERCIAL CLOSET CARRIER.MOUNTING HEIGHT PER ARCHITECTURAL PLANS, FLUSHVALVE LEVER ON WIDE SIDE OF STALL.
KOHLER FLOOR VIT. CHINA
SLOAN
VALVE
(SENSOR)
BATTERY
OPTIMA
111-1.28
WC-2 --- HOT AND COLD SUPPLY , 4" CENTERS, 4-1/4" LEVER HANDLE,
0.5 GPM, 4-5/8" CENTER TO CENTER SPOUT LOCATION,
ANTI-SCALD. (ASSE 1070 CERITIFIED)
K-96053-0
WELLCOMME
LAVATORY, 14" X 17" OVAL, UNDERMOUNT SINK,PROVIDE P-TRAP, FLAT GRID STRAINER AND STOPS.
SINGLE COMPARTMENT UNDERMOUNT SINK, 18-1/2" X30-1/2" X 5-3/8" DEPTH, 18 GAUGE TYPE 304 STAINLESSSTEEL, 8" CENTERS, REAR CENTER DRAIN LOCATION.PROVIDE BASKET STRAINER AND TAILPIECE, P-TRAP,SUPPLIES AND STOP.
THERMOSTATIC MIXING VALVE, INTEGRAL CHECK VALVES,MOUNTING BRACKET, LEAD FREE, 0.25 GPM MIN. FLOW,LOCKING TEMPERATURE REGULATOR, 3/8" INLETS, 3/8"OUTLET, SET AT A MAX. TEMP. OF 110° F 170-ALF-BP
BRKT
LEONARD BRACKET
6-41-48D
GOULDS DIONIZED WATER PUMP. MULTI STAGE, 15 GPM, 126.8FT HEAD.ELEC: 208V, 1HP, 4.1A
DIWP
1 EQUIPMENT
ROOM
136
3SV5GC4
F60N
PUMP INFORMATION CONTACT: KURT ECKROTH, CALHYDRONICS, E: [email protected], 916-315-2001CULLIGAN INFORMATION CONTACT: GREG IBSEN, 916-927-5005, E: [email protected]/ MARK FELTON 800-464-7373E: [email protected] MEDAES INFORMATION CONTACT: MARK PERKINS, 916-709-3505, E: [email protected]
GUARDIAN
ZURN REDUCED PRESSURE BACKFLOW PREVENTER. PROVIDE
WITH FULL PORT BALL VALVES, UNION AND "Y" STRAINER.1-1/4" SIZE.
RPBFP
1 EQUIPMENT
ROOM
136
975XL
GD
OIL-LESS SCROLL LABORATORY AIR, SINGLE POINTCONNECTION, BASE MOUNT, DUPLEX DESSICANT DRYINGSYSTEM WITH PURGE CONTROL, PIPED 3-VALVE BYPASS
ASSEMBLY, ELECTRONIC DRAIN VALVE, LIQUID LEVEL
GUAGE GLASS, SAFETY RELIEF VALVE AND MANUAL DRAINVALVE. V-BELT DRIVEN COMPRESSOR, 3600 RPM, ONEINLET AIR FILTER, INTEGRAL AIR-COOLED AFTERCOOLER,INTEGRATED DRAIN TRAP WITH AUTOMATIC SOLENOIDDRAIN VALVE, INCLUDES FLEX CONNECTOR, SAFETYRELIEF VALVE, ISOLATION VALVE AND CHECK VALVE.PROVIDE WITH HCAI (OSHPD) PRE-APPROVEDSEISMICALLY RESTRAINED ISOLATION. DRYING INCLUDESPREFILTER RATED FOR 0.01 MICRON WITH AUTOMATICDRAIN AND ELEMENT CHANGE INDICATOR. CONTROLSYSTEM INCLUDES TOUCH SCREEN CONTROLS, CIRCUITBREAKER DISCONNECTS FOR EACH MOTOR.WEIGHT: 1,134 LBSELECTRICAL: 460V. 3PH. 2 HP SYSTEM LAS02D-080V-D
BEACONMEDAES
DSN ZURN WALL Z199 DOWNSPOUT NOZZLE, NICKEL BRONZE BODY. DECORATIVE CERAMIC NORTH FACE OF WALL FLANGE AND OUTLET NOZZLE. EXTERIOR
RD/OFD COMBINATION ROOF AND OVERFLOW DRAINS WITH
UNDERDECK CLAMP, SUMP RECEIVER AND CAST IRONDOME
ZURN ROOF CAST
IRON
Z165 ROOF
LAB SINK, 25" X 15" X 10" EPOXY-RESIN, CORNER DRAI
N
LOCATION, PROVIDE WITH S03-R GRID STRAINER, P-TRAP,SUPPLIES AND STOPS.
DECK MOUNTED SINGLE HOLE HOT
DECK-MOUNTED TIN-LINED LABORATORY PURE
WATER FITTING. 5-1/4" SWING GOOSENECK SERRATED
SPOUT. MOUNT TO THE RIGHT OF WITH HANDLE
TO OPEN DECK/COUNTER SIDE.
LS-2 DURCON COUNTER
CHICAGO
FAUCET
(MANUAL)
930-317SAM
969-317PLCTF
AND COLD WATER MIXING FAUCET. 6" SWING GOOSENECK
SPOUT WITH ATMOSPHERIC VACUUM BREAKER. PROVIDE
WITH DECK PLATE.
LAB
RM 112
EPOXY
RESIN
D55
ADVANCE
TABCO
5PR-8D14
211233
2 P-402
4 P-401
4 P-401
4 P-401
2 P-402
2 P-402
1 P-402
1 P-403
7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O
TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:38:04 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt P-002
PLUMBINGSCHEDULESDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
I
I
w
G
G
MH
I I
I
I
I
I
I
I
I
I
I
I I
MH
I
I
I
I
wM
MH
I I
I I I
I
MH
MH
E
I
MH
I
I
I
G
E
I
I
w
I
I
I
SLB
SLB
SLB
G
G.RISER
G
1"RSR
1"RSR
G 1'7" G 2'0"
G 1'8"
G 1'6"
1" G 1'6"
ICV(TYP.)
HB
SIGNAL BOX
E.PANEL
ICV I
C MH
RIM=136.12
MH
I
I I I
I
ICV
(2)E.RISERS
I I I I
E.PANEL
I
ICV(TYP.)
GV(TYP.)
HB
E.PANEL
G.RISER
E.PANEL
HB
ACU
XF
C.BOX
I
E.RISER
I
ICV
I
I
I
I
XF
32"
SAVE
DS
FFE=135.73
DS
COL(TYP.)
CP 6'0"
C
P
6'6"
C
P
9'0"
PP8"PP 6'8"
8"PP 4'0"
PP 4'4"
8"PP 3'6"
PP 3'8"
8"PP 3'8"
PP 2'7"
8"PP 4'0"
EOT
EOT
UN BOX FOD
EOT
EOT
EOT
EOT
EOT
EOT
U
N
M
E
T
AL U
N
M
E
T
AL
2" UN
PVC RSR
UN
METAL
UN
METAL
UN METAL
UN METAL
UN METAL
UN METAL
U
N
3'0"
VISIBLE
TRENCH
U
N
2'6"
U
N
2 6' "
RSRS
RSRS
RSRS
RSR NT
RSR
RSRRSRS
RSR
RSR
RSR
SL 2'8" SL 3'0"
SL 3'0"
E 1'0" E 3'0"
E
3'0"
E
3'0"
SL 1'8"
SL 4'0"
SL 3'0"
SL
2'0"
SL
2'0"
SL 2
0' "
SL 3'0"SL 1'0"
SL 2'6"
SL 3'0"
SL 2'0"
SL 2'0"
E 3'0"
E 4'0"
E 4'0"
E 3'0"
HVE 4'2"
E
3'0"
HVE 2'0"
E
3'0"
E 4'0"
HVE 2'0"
E
3'0"
E
2'0"
E 3'6"E 3'6"
E 1'0"
HVE
3'0"
E
2'9"
HVE
3'3"
E
4'0"
E 4'0"
HVE
3'4"
E
2'4"
E 3'0"
SL
2'0"
SL
2'0"
E 3'0"
HVE
3'6"
HVE 2'4"
HVE 3'6"
E
2'0"
E 4'0"
E 4'3" SL 2'8"
E 5'0"
SL 1'8"
E 3'6"
SL 3'0"
E
5'0"
E 1'7"
SL 3'0"
E
3'0"
E 4'6"
E 4'0"
E 4'0" E 3'0"
RSR
RSRS
T 4'0"
COM 4'0"
COM 4'0"
C
O
M
3 0' "
C
O
M
3 6' "
COM 2'4"
COM 3'0"
C
O
M
3'0"
COM 5'0"
C
O
M
5 0' "
COM 3'0"
C
O
M
4 0' "
AT&T 4'0"
AT&T 3'0"
T
2'4"
T
3'0" T
3'0"
C
O
M
2'3" C
O
M
2'0" C
O
M
2'0"
COM 3'4"
COM 2'0"
COM
1'8"
COM 2'3"
COM
3'8"
COM 3'6"
COM
4'5"
COM 3'0"
COM 2'4"
COM 3'0"
COM
2'0"
COM 4'0"
COM 5'0"
COM 4'0"
C
O
M
5'0" C
O
M
3'0"
T 2'4"
COM 2'6"
COM
3'6"
1.5"RSR
2"RSR
1.5"RSR
1"RSR NT
1"RSR
G
5'0"
3"G
3'0"
3"G 4'6"
E
O
T
G 1'9"
1.5" G 1'1"
1.5" G 2'0"
3'6"
3" G
G 1'3"
G 1'6"
3"G
2'6"
3"G
2'3"
3"G 4'0" 3"G 4'0"
3"G 4'0"
EOT
8"SD
3'7"
8"SD
3'10"
6'0"
3'8"
3'9"
2'5"
2'7"
7'0"
5'0"
3'1"
5'7"
12"S
D
7'4"
N
A
NT
TON
2'5"
FW
EOT
2"RSR
W
EOT
NT TON
NT
2"RSR
1"RSR
NT TON
1'10"
NT TON
1'8"
R
S
R
TW NT
TON 1'8"
NT TON
2'7"
NT
EOT
IRR
2'0"
FW 4'0"
W (P
W) 4'0"
W (U
W) 2'6"
W (P
W) 4'0"
W (U
W) 3'0"
W (P
W) 4'0"
W (U
W) 3'7"
IR
R
2'0"
W (P
W) 4'0"
W (U
W) 4'6"
IR
R 1'6"
IRR 2'0"
W (U
W) 4'0"
W (U
W) 5'0"
IR
R
2'6"
IRR 2'0"
IRR
3'0"
IRR
3'0"
IRR
2'0"
IRR 2'0"
IRR
2'0"
IRR 2'4"
IRR 2'0"
IR
R 1'5"
IRR 2'0"
IRR
1'0"
IR
R 1 0' "
IR
R 1 4' "
IRR 2'0"
W (U
W) 7'0"
W (U
W) 4'6"
IRR 1'7"
W 1'6"
W
1'6"
EOT
2"W 2'4"
W (U
W) 4'6"
2"W 2'2"
W (U
W) 7'0"
W (U
W) 4'0"
FW 3'4"
FW 5'0"
2"W 4'0"
2"W 1'7"
FW 5'0"
2"W 3'6"
2"W
2 0' "
2"W
2 0' "
4"SSCO
4"SSCO
6"SSCOEOT
EOT
SS TANKS
NVP
6"S
S
3'3"
6"S
S
4'6"
6"S
S
6'0" 6"S
S
6'8"
6'0"
9'3" 9'2"
9'3" 6"SS
4"S
S
7 0' "
6"SS 5'5"
5'6"
3'6"
5'6"
5 4' "
24"SS
15'0"
13'10"
13'7"
11'10"
12'8 NA"
U
N
DIA
S
S
T
W
9'0"
10'2" 10'1"
10'0"
12"S
S
9'10"
6'3"
4"S
S
3'6"
(2)4"
SSCO
6"SS
5'10"
8'0"
9'11"
ICV(TYP.)
WV(TYP.)
ICV(TYP.)
ICV(TYP.)
WV
WV
FH
PIV
W.BOX
FDC
WV W.RISER
HB
HB
HB
WV
WV
FH
ICV(TYP.)
WV(TYP.)
W.METER
ICV(TYP.)
ICV
WV
HB
ICV
ICV(TYP.)
ICV
ICV(TYP.)
FH
WV
HB
W.BOX
G.RISER
GV(TYP.)
G.RISER
G.RISER
G.RISER
XF
ACU
XF
GENERATOR
XF
acu
IC E+C BOX
E.PANEL
E.PANEL
E.RISER
E.RISER
E.RISER
EMH
RIM=136.65
EMH
RIM=136.46
E.PANEL
(2)E.RISERS
IC
IC
IC
IC
IC
EMH
RIM=131.84
EMH
RIM=132.71
E.BOX
IC
IC
EMH
RIM=131.98
IC
IC
EMH
RIM=132.70
E.BOX
E.RISER
LIGHT(TYP.)
XF
E+C VAULT
VALVE?
C MH
RIM=136.72
C MH
RIM=133.32
C MH
RIM=134.75
C MH
RIM=134.84
C MH
RIM=132.09
SIG MH
RIM=131.43
MS
16"
18"oak
14"oak
4"
8"
10"oak
6"
8"
22"
12"
12"
4"
24"
8"
22"
6"(6)
10"(4)
2"(3) 8"
MAIN
ST.
P
RIM
A
R
Y
CIR.
P
R
MI A
R
Y
CIR.
T.BOX
2 4
10 13
(E) 3"Ø GAS
U.G.
1 2
3 G
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
2/20/2025 9:45:43 AM C:\Users\gsettles\Documents\23.020 Dry Creek WWTP MEP_r22_gsettles.rvt P-101
SITE PLAN -
PLUMBING PHASE 1
DCWWTP OPERATIONS
AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
1 1/16" = 1'-0"
SITE PLAN - PLUMBING PHASE 1
SHEET NOTES:
1. ALL EXISTING EQUIPMENT, PIPE ROUTING, VAVLES, ETC., SHOWN ON PLANS
ARE BASED ON AVAILABLE EXISTING DRAWINGS AND LIMITED SITE SURVEYS, AND SHOWN FOR CLARITY ONLY.
KEYED NOTES:
CONNECT NEW 3/4"Ø GAS POLYETHYLENE PIPE TO EXISTING. CONTRACTOR TO VERIFY EXACT POINT OF CONNECTION.
NEW UNDERGROUND NATURAL 3/4"Ø GAS POLYETHYLENE PIPE. LOCATE MINIMUM 24" BELOW SUBGRADE. COORDINATE WITH ALL NEW AND EXISTING UNDERGROUND UTLITIES. SEE SHEEET C3.1.
GAS RISER AT BUILDING. SEE SHEET P-202.
1 2
3 NO. DATE DESCRIPTION
I
I
w
G
G
MH
I I
I
I
I
I
I
I
I
I
I
I I
MH
I
I
I
I
wM
MH
I I
I I I
I
MH
MH
E
I
MH
I
I
I
G
E
I
I
w
I
I
I
SLB
SLB
SLB
G
G.RISER
G
1"RSR
1"RSR
G 1'7" G 2'0"
G 1'8"
G 1'6"
1" G 1'6"
ICV(TYP.)
HB
SIGNAL BOX
E.PANEL
ICV I
C MH
RIM=136.12
MH
I
I I I
I
ICV
(2)E.RISERS
I I I I
E.PANEL
I
ICV(TYP.)
GV(TYP.)
HB
E.PANEL
G.RISER
E.PANEL
HB
ACU
XF
C.BOX
I
E.RISER
I
ICV
I
I
I
I
XF
32"
SAVE
DS
FFE=135.73
DS
COL(TYP.)
CP 6'0"
C
P
6'6"
C
P
9'0"
PP
8"P
P
6'8"
8"P
P
4'0"
P
P
4'4"
8"P
P
3'6"
P
P
3'8"
8"P
P
3'8"
P
P
2'7"
8"P
P
4'0"
EOT
EOT
UN BOX FOD
EOT
EOT
EOT
EOT
EOT
EOT
U
N
M
E
T
AL U
N
M
E
T
AL
2" UN
PVC RSR
UN
METAL
UN
METAL
UN METAL
UN METAL
UN METAL
UN METAL
U
N
3'0"
VISIBLE
TRENCH
U
N
2'6"
U
N
2 6' "
RSRS
RSRS
RSRS
RSR NT
RSR
RSRRSRS
RSR
RSR
RSR
SL 2'8"
SL 3'0"
SL 3'0"
E 1'0" E 3'0"
E
3'0"
E
3'0"
SL 1'8"
SL 4'0"
SL 3'0"
SL
2'0"
SL
2'0"
SL 2
0' "
SL 3'0"SL 1'0"
SL 2'6"
SL 3'0"
SL 2'0"
SL 2'0"
E 3'0"
E 4'0"
E 4'0"
E 3'0"
HVE 4'2"
E
3'0"
HVE 2'0"
E
3'0"
E 4'0"
HVE 2'0"
E
3'0"
E
2'0"
E 3'6"E 3'6"
E 1'0"
HVE
3'0"
E
2'9"
HVE
3'3"
E
4'0"
E 4'0"
HVE
3'4"
E
2'4"
E 3'0"
SL
2'0"
SL
2'0"
E 3'0"
HVE
3'6"
HVE 2'4"
HVE 3'6"
E
2'0"
E 4'0"
E 4'3" SL 2'8"
E 5'0"
SL 1'8"
E 3'6"
SL 3'0"
E
5'0"
E 1'7"
SL 3'0"
E
3'0"
E 4'6"
E 4'0"
E 4'0" E 3'0"
RSR
RSRS
T 4'0"
COM 4'0"
COM 4'0"
C
O
M
3 0' "
C
O
M
3 6' "
COM 2'4"
COM 3'0"
C
O
M
3'0"
COM 5'0"
C
O
M
5 0' "
COM 3'0"
C
O
M
4 0' "
AT&T 4'0"
AT&T 3'0"
T
2'4"
T
3'0" T
3'0"
C
O
M
2'3" C
O
M
2'0" C
O
M
2'0"
COM 3'4"
COM 2'0"
COM
1'8"
COM 2'3"
COM
3'8"
COM 3'6"
COM
4'5"
COM 3'0"
COM 2'4"
COM 3'0"
COM
2'0"
COM 4'0"
COM 5'0"
COM 4'0"
C
O
M
5'0" C
O
M
3'0"
T 2'4"
COM 2'6"
COM
3'6"
1.5"RSR
2"RSR
1.5"RSR
1"RSR NT
1"RSR
G
5'0"
3"G
3'0"
3"G 4'6"
E
O
T
G 1'9"
1.5" G 1'1"
1.5" G 2'0"
3'6"
3" G
G 1'3"
G 1'6"
3"G
2'6"
3"G
2'3"
3"G 4'0" 3"G 4'0"
3"G 4'0"
EOT
8"SD
3'7"
8"SD
3'10"
6'0"
3'8"
3'9"
2'5"
2'7"
7'0"
5'0"
3'1"
5'7"
12"S
D
7'4"
N
A
NT
TON
2'5"
FW
EOT
2"RSR
W
EOT
NT TON
NT
2"RSR
1"RSR
NT TON
1'10"
NT TON
1'8"
R
S
R
TW NT
TON 1'8"
NT TON
2'7"
NT
EOT
IRR
2'0"
FW 4'0"
W (P
W) 4'0"
W (U
W) 2'6"
W (P
W) 4'0"
W (U
W) 3'0"
W (P
W) 4'0"
W (U
W) 3'7"
IR
R
2'0"
W (P
W) 4'0"
W (U
W) 4'6"
IR
R 1'6"
IRR 2'0"
W (U
W) 4'0"
W (U
W) 5'0"
IR
R
2'6"
IRR 2'0"
IRR
3'0"
IRR
3'0"
IRR
2'0"
IRR 2'0"
IRR
2'0"
IRR 2'4"
IRR 2'0"
IR
R 1'5"
IRR 2'0"
IRR
1'0"
IR
R 1 0' "
IR
R 1 4' "
IRR 2'0"
W (U
W) 7'0"
W (U
W) 4'6"
IRR 1'7"
W 1'6"
W
1'6"
EOT
2"W 2'4"
W (U
W) 4'6"
2"W 2'2"
W (U
W) 7'0"
W (U
W) 4'0"
FW 3'4"
FW 5'0"
2"W 4'0"
2"W 1'7"
FW 5'0"
2"W 3'6"
2"W
2 0' "
2"W
2 0' "
4"SSCO
4"SSCO
6"SSCOEOT
EOT
SS TANKS
NVP
6"S
S
3'3"
6"S
S
4'6"
6"S
S
6'0" 6"S
S
6'8"
6'0"
9'3" 9'2"
9'3" 6"SS
4"S
S
7 0' "
6"SS 5'5"
5'6"
3'6"
5'6"
5 4' "
24"SS
15'0"
13'10"
13'7"
11'10"
12'8 NA"
U
N
DIA
S
S
T
W
9'0"
10'2" 10'1"
10'0"
12"S
S
9'10"
6'3"
4"S
S
3'6"
(2)4"
SSCO
6"SS
5'10"
8'0"
9'11"
ICV(TYP.)
WV(TYP.)
ICV(TYP.)
ICV(TYP.)
WV
WV
FH
PIV
W.BOX
FDC
WV W.RISER
HB
HB
HB
WV
WV
FH
ICV(TYP.)
WV(TYP.)
W.METER
ICV(TYP.)
ICV
WV
HB
ICV
ICV(TYP.)
ICV
ICV(TYP.)
FH
WV
HB
W.BOX
G.RISER
GV(TYP.)
G.RISER
G.RISER
G.RISER
XF
ACU
XF
GENERATOR
XF
acu
IC E+C BOX
E.PANEL
E.PANEL
E.RISER
E.RISER
E.RISER
EMH
RIM=136.65
EMH
RIM=136.46
E.PANEL
(2)E.RISERS
IC
IC
IC
IC
IC
EMH
RIM=131.84
EMH
RIM=132.71
E.BOX
IC
IC
EMH
RIM=131.98
IC
IC
EMH
RIM=132.70
E.BOX
E.RISER
LIGHT(TYP.)
XF
E+C VAULT
VALVE?
C MH
RIM=136.72
C MH
RIM=133.32
C MH
RIM=134.75
C MH
RIM=134.84
C MH
RIM=132.09
SIG MH
RIM=131.43
MS
16"
18"oak
14"oak
4"
8"
10"oak
6"
8"
22"
12"
12"
4"
24"
8"
22"
6"(6)
10"(4)
2"(3) 8"
MAIN
ST.
P
RIM
A
R
Y
CIR.
P
R
MI A
R
Y
CIR.
T.BOX
2 4
10 13
BUILDING TO BE DEMOLISHED.
SEE ARCHITECTURAL PLANS.
1 4
1 2
1 1
2 5
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
2/11/2
0 2
5 1:4
7:4
7 P
M
C:\U
s
ers\g
s
ettle
s\D
o
c
u
m
e
nts\2
3.0 2
0 Dry
Cre
e
k
W
W
T
P
M
E
P
_r2
2 _
g
s
ettle
s.rvt
P-102
SITE PLAN -
PLUMBING PHASE 2
DCWWTP OPERATIONS
AND LAB BLDG
4/24/18
210015.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
NO. DATE DESCRIPTION
SHEET NOTES:
1. ALL EXISTING EQUIPMENT, PIPE ROUTING, VAVLES, ETC., SHOWN ON PLANS
ARE BASED ON AVAILABLE EXISTING DRAWINGS AND LIMITED SITE SURVEYS, AND SHOWN FOR CLARITY ONLY.
2. CONTRACTOR SHALL VEIFY EXISTING UNDERGROUND GAS PIPE MATERIAL AND CONTACT ENGINEER.
KEYED NOTES:
NEW 1"Ø GAS PIPE UNDERGROUND. LOCATE A MINIMUM 24" BELOW SUBGRADE. COORDINATE WITH ALL NEW AND EXISTING UNDERGROUND UTILITIES. SEE SHEET C3.1.
CONNECT NEW 1"Ø GAS PIPE TO EXISTING WITH SHUT-OFF VALVE AND VALVE BOX.
CONNECT NEW 1"Ø GAS PIPE TO EXISTING UNDERGOUND.
PROVIDE NEW 3"Ø UNDERGROUND GAS PIPE. LOCATE AT 24" BELOW SUBGRADE.
RECONNECT GAS PIPING FROM PHASE 1 TO NEW GAS PIPING IN PHASE 2. 1 1 1/16" = 1'-0"
SITE PLAN - PLUMBING PHASE 2
2 3
4 DEMOLITION KEYED NOTES:
REMOVE EXISTING UNDERGROUND GAS PIPE AND ALL APPURTENENCES.
INSTALL A NEW PIPE.
1 5
BID SET (PRELIMINARY)
PH
PH
PH
CR
PH
CR
CR
CR
CR
CR
CR
CR
CR
A A.5B C E F
1 2
4 5
10 11
131
BUNK ROOM
130
BUNK ROOM
129
BUNK ROOM
128
BUNK ROOM
127
BUNK ROOM
126
BUNK ROOM
125
CONTROL ROOM 2
118
CORRIDOR
135
FIRE RISER
134
ELECTRICAL
133
MDF
132
MECHANICAL
123
MEN'S LOCKER RM
124
LAUNDRY
122
WOMEN'S LOCKER RM
113
WORK ROOM
136
EQUIPMENT ROOM
112
LABORATORY
111
OFFICE
114
OFFICE
115
OFFICE
116
RECORDS
117
STORAGE
121
JANITOR
118
CORRIDOR
108
OPEN OFFICE
120
RESTROOM
119
RESTROOM
109
KITCHEN
107
CONFERENCE ROOM
106
CONTROL ROOM 1
105
OFFICE
104
OFFICE
103
OFFICE
101
RECEPTION
102
CONFERENCE ROOM
UR-1
WC-1
WC-2 WC-1
WC-1
L-2
WC-1
L-2
KS-1
GD
DF-1
MS-1
WMB
FD
FD
FD FD
FD
FD
FD
AG
IMB
SH-1
SH-1
SH-1
SH-1 SH-1
FD
IMB IMB
L-1 L-1
L-1 L-1
FD
FD
FD WC-2
FD
WB-1
SS-1 EEW/SH
FS
LS-2
LS-1
LS-1
LS-1
LS-1
LS-1
LS-1
LS-1
LS-1
HB
HB
HB
HB
HB
HB
HB
TP
WHA
AP
FD
TP
AP
3 6
7 8
9 FS
TD
UR-1
TP
AP
TP
AP
AP
WHA
AP
FS
138
EXTERIOR COVERED SPACE
TP
FD
137
BREAK ROOM
FD FD
FD
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
2/13/2025 3:14:21 PM C:\Users\gsettles\Documents\23.020 Dry Creek WWTP MEP_r22_gsettles.rvt P-200
FLOOR PLAN -
PLUMBING FIXTURE
IDENTIFICATION
DCWWTP OPERATIONS
AND LAB BLDG
4/24/18
210015.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
1 1/8" = 1'-0"
FLOOR PLAN - PLUMBING FIXTURE IDENTIFICATION
N
SHEET NOTES:
1. SEE SHEET P-201 FOR WASTE AND VENT LAYOUT.
2. SEE SHEET P-202 FOR WATER AND NATURAL GAS LAYOUT.
3. SEE ENLARGED SHEET P-302 FOR AIR, VACUUM AND DI WATER LAYOUT.
4. FOR MODEL TYPES LISTED ON THIS SHEET REFER TO SHEET P-002 ON THE PLUMBING SCHEDULES.
NO. DATE DESCRIPTION
CONSTRUCTION DOCUMENTS
BID SET (PRELIMINARY)
PH
PH
PH
CR
PH
CR
CR
CR
CR
CR
CR
CR
CR
A A.5
B
C
E
F
1 2
45 1011
131
BUNK ROOM
130
BUNK ROOM
129
BUNK ROOM
128
BUNK ROOM
127
BUNK ROOM
126
BUNK ROOM
125
CONTROL ROOM 2
118
CORRIDOR
135
FIRE RISER
134
ELECTRICAL
133
MDF
123
MEN'S LOCKER RM
124
LAUNDRY
122
WOMEN'S LOCKER RM
113
WORK ROOM
136
EQUIPMENT ROOM
112
LABORATORY
111
OFFICE
114
OFFICE
115
OFFICE
116
RECORDS
117
STORAGE
121
JANITOR
118
CORRIDOR
108
OPEN OFFICE
120
RESTROOM
119
RESTROOM
109
KITCHEN
107
CONFERENCE ROOM
106
CONTROL ROOM 1
105
OFFICE
104
OFFICE
103
OFFICE
101
RECEPTION
102
CONFERENCE ROOM
4" SS CIVIL POCI.E. = -7'-0" B.F.G.
FC-2A
FC-1D
FC-1A
FC-1B
FC-4B
FC-9B
FC-10B
FC-1E
FC-8B
FC-5B
FC-6B
FC-7B
FC-2B
FC-3B
4"SS(2.0)
2-WAY COTG
4"SS(70.0)
4"SS
4"FCO
4"COTG
P-301
1 EWH
1 DFC-2H
DFC-1H
DFC-1F
3"VTR
CD
CD CD CD
2 2
2 CD CD
CD
CD
3 6789
P-303
1 4"FCO
4"FCO
3"FCO
CO
CO
1 2
2 2
2 2
2 8
4 4
CO
CD
3/4"CD,ABC
2 2
2 8
5 6
CO
2 2
2 3"VTR(26.0)
2"VTR
2"VR
2"WCO
3/4"CD
3/4"CD
3/4"CD
3/4"CD
3/4"CD
3/4"CD
2"SS
3"V(24.0)
2"V(20.0)
2"V
2"V(2.0)
4"SS(14.0)
4"SS(84.0) 4"SS(86.0)
3"SS
7 3
3/4"CD
137
BREAK ROOM
7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O
TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:38:15 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt P-201
FLOOR PLAN -PLUMBING WASTE& VENTDCWWTP OPERATIONSAND LAB BLDG 4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
1 FLOOR PLAN - PLUMBING WASTE & VENT 1/8" = 1'-0"
N
SHEET NOTES:KEYED NOTES:DROP 3/4"CD IN WALL TO SINK TAIL PIECE. SEE DETAIL 3/P-402.CONNECT 3/4"CD TO MECHANICAL EQUIPMENT WITH CLEANOUT. RISE CONDENSATE UP TIGHT TO STRUCTURE AND GRAVITY DRAIN TO DROP. RUN T&PRV TO FLOOR SINK AND SPILL WITH 6" AIRGAP. RUN DRAIN LINE TO FLOOR SINK WITH 1" AIRGAP. SEE DETAIL 5/P-402.PROVIDE CLEANOUT ACCESSIBLE ABOVE T-BAR CEILING.3/4" CD TO RUN DOWN IN WALL, SPILL OVER FLOOR SINK WITH 1" AIRGAP. 2"V TO RUN BELOW WINDOW AND ROUTE AS SHOWN. SEE DETAIL 7/P-400.3/4"CD TO RUN DOWN IN WALL. DAYLIGHT 6" ABOVE MOP SINK WITH TURNED DOWN ELL. TERMINATE 1" ABOVE FLOODRIM OF MOP SINK. DROP 3/4"CD IN WALL AND DAYLIGHT 6" ABOVE GRADE. SPILL OVER LANDSCAPE WITH 1" AIRGAP. 1 1. RUN ALL WASTE AND VENT AT 1/4" PER FOOT SLOPE.2. SEE SHEET P-200 FOR FIXTURE IDENTIFICATION.
3. SEE SHEET
P-202 FOR WATER AND NATURAL GAS LAYOUT.
4. SEE ENLARGED SHEET
P-302 FOR AIR, VACUUM AND DI WATER LAYOUT.
5. FOR DETAILED NOTES NOT LISTED ON THIS SHEET REFER TO ENLARGED PLANS. 2345678
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
PH
PH
PH
CR
PH
CR
CR
CR
CR
CR
CR
CR
CR
A A.5BCEF
1 245
10 11
131
BUNK ROOM
130
BUNK ROOM
129
BUNK ROOM
128
BUNK ROOM
127
BUNK ROOM
126
BUNK ROOM
125
CONTROL ROOM 2
118
CORRIDOR
135
FIRE RISER
134
ELECTRICAL
133
MDF
123
MEN'S LOCKER RM
124
LAUNDRY
122
WOMEN'S LOCKER RM
113
WORK ROOM
136
EQUIPMENT ROOM
112
LABORATORY
111
OFFICE
114
OFFICE
115
OFFICE
116
RECORDS
117
STORAGE
121
JANITOR
118
CORRIDOR
108
OPEN OFFICE
120
RESTROOM
119
RESTROOM
109
KITCHEN
107
CONFERENCE ROOM
106
CONTROL ROOM 1
105
OFFICE
104
OFFICE
103
OFFICE
101
RECEPTION
102
CONFERENCE ROOM
2"CWR 2"CW CIVIL POC
SOV IN VB
2"CW
132
MECHANICAL
P-301 2
G
G
1 EWH1
DFC-2H
DFC-1H
3/4"HWR
2 ET1
3 4
3 6789
P-303 2
110
OFFICE
2"CW
1-1/2"CW
(10.5)
1-1/2"CW
(19.0)
2 3/4"CW
3/4"HW
1-1/2"CW
3/4"HW
1"HW
(3.75)
(5.0)
1-1/2"HW (36.0)
2"CW (100.0)
2"HW
2"CW
3/4"HWR
(52.0)
(49.5)
F
6"FSR CP1
5 137
BREAK ROOM6 7
1/2"G(72.2 CFH)
8 9
3/4"Ø GAS POLYETHYLENE
PIPE, FOR CONTINUATION
SEE SHEET
P-101.
DEMAND = 178.2 CFH
TOTAL DEVELOPED
LENGTH =440 FT TO THE
METER.
1"G 1"G
1/2"G(72.2 CFH)
1"G
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
M31176
EXP. 12/31/25 A E EAL I FORN I A F C O TATS N I CA L CH E M R. N S NOR ROF P ED RETSI GER SS I ONAL ENG I NEER AE E T I CH
23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS #
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
2/20/2025 9:45:45 AM C:\Users\gsettles\Documents\23.020 Dry Creek WWTP MEP_r22_gsettles.rvt P-202
FLOOR PLAN -
PLUMBING WATER
& GAS
DCWWTP OPERATIONS
AND LAB BLDG
4/24/18
210015.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
1 1/8" = 1'-0"
FLOOR PLAN - PLUMBING WATER & GAS
N
SHEET NOTES:
KEYED NOTES:
PROVIDE PRESSURE REDUCING VALVE IN VALVE BOX AND SET TO 75 PSI.
PROVIDE LINE SIZED ISOLATION BALL VALVE ACCESSIBLE ABOVE THE T-BAR CEILING.
PROVIDE WATER HAMMER ARRESTOR BEHIND 12" X 16" WALL ACCESS PANEL. MOUNT PANEL BELOW GRAB BAR. PROVIDE WITH ISOLATION BALL VALVE.
DROP 3/4"Ø COLD WATER DOWN WALL TO EXTERIOR HOSE BIB. TEE 1/2"
COLD WATER LINE TO TRAP PRIMER LOCATION AND RUN TRAP PRIMER LINE TO TRENCH DRAIN. MOUNT HOSE BIB AT 30" A.F.G.
REFER TO FIRE SPRINKLER PLANS FOR FIRE SPRINKLER RISER LOCATION.
DROP 1/2"Ø CW TO FEED LAVATORY AND ICE MAKER BOX FOR
REFRIGERATORS. LOCATE IMB AT 24" ABOVE FINISHED FLOOR.
DROP 1/2"Ø CW TO ICE MAKER BOX FOR REFRIGERATORS. LOCATE IMB AT 24" ABOVE FINISHED FLOOR.
DROP 1/2"Ø GAS DOWN IN WALL TO 12" ABOVE FINISHED FLOOR. PROVIDE 1/2" SHUT OFF VALVE AND FLEX PIPE FOR FUTURE CONNECTION TO GAS BURNER. TERMINATE WITH MALE PIPE THREAD FOR CONNECTION TO APPLIANCE PRESSURE REGULATOR.
1"Ø GAS RISER WITH GAS PRESSURE REGULATOR FROM 9.5 PSI TO 7" W.C.
INSIDE THE BUILDING.
12 1. SEE SHEET
P-200 FOR FIXTURE IDENTIFICATION.
2. SEE SHEET
P-201 FOR WASTE AND VENT LAYOUT.
3. SEE ENLARGED SHEET
P-302 FOR AIR, VACUUM AND DI WATER LAYOUT.
4. FOR DETAILED NOTES NOT LISTED ON THIS SHEET REFER TO ENLARGED PLANS.
5. NUMBERS LISTED ON THE PLANS IN PARENTHESIS ARE WATER FIXTURE UNIT VALUES. 3456789 GAS LOAD:
RANGE/STOVE = 72.2 MBH
BUNSEN BURNES = 4 MBH EACH (4 TOTAL)
FUME HOOD = 30 MBH EACH (3 TOTAL)
TOTAL MBH = 178.2 MBH
TOTAL DEVELOPED LENGTH FROM GAS REGULATOR= 220 FEET
2022 CPC TABLE 1215.2
LESS THAN 2 PSI, PRESSURE DROP 0.5 IN W.C.
NO. DATE DESCRIPTION
A A.5
B
C
E
F
1 2
45 1011
VRF-B
VRF-A RH-1
HEF-3HEF-2HEF-1
RH-3
ROOF HATCH
HB
2"VTR
2"AVTR
3"AVTR
3"VTR
3 6789
CO
3"VTR
3"VTR
CD CD
CD
RC
RH-4
RH-2
2 2
2 RH-5
3/4"CD
2"VTR
3"RD/OFD1,084 SQ. FT.
3"RD/OFD1,084 SQ. FT.
3 3
3 SEE ELECTRAL PLANS FOR SOLAR PANEL LAYOUT
7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O
TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:38:22 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt P-221
ROOF PLAN -PLUMBINGDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
N
1 1/8" = 1'-0" ROOF PLAN - PLUMBING
SHEET NOTES:KEYED NOTES:DROP 3/4"CONDENSATE DOWN ROOF CEPTOR INTO CEILING SPACE. SEE SHEET P-301 FOR CONTINUTAION.
CONNECT 3/4" CONDENSATE TO MECHANICAL EQUIPMENT WITH P-TRAP AND CLEANOUT. SEE DETAIL 4/P-402. MAINTAIN 10' CLEARANCE FOR OUTSIDE AIR INTAKE OF ALL VTR LOCATIONS. 12 1
1. LOCATE VENT MINIMUM OF 10' FROM AIR INTAKE.
3 NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
PH
PH
CR
CR
CR
PH
PH
CR
CR
CR E
F
124
113
WORK ROOM
136
EQUIPMENT ROOM
112
LABORATORY
4"SS(46.0)
3"AW(20.0)
4"SS(4.0)
4"GCO
3"AW
WCO
WCO
2"AVTR
2"VTR
2"AVR
2"AVR
2"AVR
2"VR
2"VR
L-EQ-10
3"GCO
DFC
1F
3/4"CD
2"V
3 L-EQ-49
1-1/2"AV(4.0)
12 13
14 2"AW(4.0)
2"AW(6.0)
2"AW
2"AW(8.0)
2"AV
1-1/2"AV(4.0)
1-1/2"AV(6.0)
3"AV, ABC(18.0)
21 21
22 3"AW(24.0) 3"AW(10.0) 3"AW(8.0)
4"SS(24.0)
3"AV (20.0)
4"SS(70.0)
3"SD CIVIL POC
I.E. =-2'-10" B.F.G.
3"SD CIVIL POC
I.E. =-2'-10" B.F.G.
3"RWL
3"OFL
3"RWL 3"OFL
23 24 23 23
25 25
25 1-1/2"AV, ABC 2"AV 2"AV, ABC
26 EF
124
113
WORK ROOM
112
LABORATORY
LAC1
2"CW
1"HW
VAC1
DI 1
1 4
33 887
55956
3/4"HW BG
3/4"CW BG
G
G
GG
2 2
RPBFP 12
2 2
1"CW
3 (8 CFH)
(30 CFH)
(30 CFH)
(30 CFH)
3/4"HW BG
3/4"CW BG
3/4"CW
3/4"CW 21"CW
(10.5)
1"CW
(9.0)
(15 .0)
(15.0)
(15.0)
1"HW
1-1/2"HW
(33.0)
3/4"HW
3/4"CW
1"HW (13.5)
1"HW
(10.5)
3/4"HW
1-1/4"HW
11L-EQ-31
8 8
GG
G
G
16 15
136
EQUIPMENT ROOM
1"ICW
17 18
19 20
DIWP 1
RESIN
TRAP
(72.2 CFH)
1/2"G
3/4"G
1"G
1/2"G
10 1/2"G
1/2"G
1"G
1/2"G
(4 CFH)
(2 CFH)
(2 CFH)
(2 CFH)
3/4"G
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
M31176
EXP. 12/31/25 A E EAL I FORN I A F C O TATS N I CA L CH E M R. N S NOR ROF P ED RETSI GER SS I ONAL ENG I NEER AE E T I CH
23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS #
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
2/20/2025 9:45:50 AM C:\Users\gsettles\Documents\23.020 Dry Creek WWTP MEP_r22_gsettles.rvt P-301
ENLARGED LAB
WATER & WASTE
PLANS
DCWWTP OPERATIONS
AND LAB BLDG
4/24/18
210015.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
1 1/4" = 1'-0"
ENLARGED LAB PLAN - WASTE & VENT
2 1/4" = 1'-0"
ENLARGED LAB PLAN - WATER & GAS
SHEET NOTES:
KEYED NOTES:
DROP 1"Ø HOT AND COLD WATER DOWN WALL TO BELOW FLOOR AND RUN TO SERVE THE LAB SINKS SHOWN.
PROVIDE LINE SIZED ISOLATION BALL VALVE ACCESSIBLE ABOVE THE T-BAR CEILING.
DROP 3/4"Ø HOT AND COLD WATER DOWN WALL AND RUN HORIZONTALLY
BELOW THE WINDOW TIGHT TO THE BACK OF THE CABINET TO SERVE THE LAB SINK. PIPING TO THE SINK IS SHOWN OFFSET FOR CLARITY. 3/4"Ø COLD WATER RISER TO ROOF HOSE BIBB.
1/2"Ø COLD WATER DROP AND 1/2"Ø GAS DROP DOWN TO FUME HOOD.
PROVIDE END OF LINE WATER CONNECTION WITH SOV. CONNECT GAS TO
OUTLET AT THE FUME HOOD
DROP 1/2"Ø GAS LINE DOWN WALL AND PROVIDE EMERGENCY GAS SHUT
OFF VALVE BEHIND ACCESS PANEL AND RISE GAS BACK UP TO CEILING SPACE TO FEED EACH OUTLET SHOWN ON PLANS. FOR DETAIL SEE 3/P -400.
DROP 3/4"Ø HOT AND COLD WATER DOWN WALL AND TEE TO FEED EACH BACK TO BACK SINK.
DROP 1/2"Ø GAS DOWN WALL AND RUN TO GAS OUTLET TURRET AT THE DECK.
DROP 3/4"Ø HOT AND COLD WATER DOWN WALL AND RUN THROUGH THE
THERMOSTATIC MIXING VALVE AND RUN TO THE EMERGENCY EYE WASH AND EMERGENCY SHOWER. SEE DETAIL 6/P
-400.
FOR CONTINUATION SEE SHEET
P-202.
DROP 1/2"Ø COLD WATER DOWN WALL AND STUB EXPOSED BEHIND EQUIPMENT. PROVIDE 6' MINIMUM OF COILED COPPER TUBING, TO ALLOW FOR EQUIPMENT TO MOVE AWAY FROM WALL. PROVIDE WITH SHUT OFF VALVE AND 1/4"Ø COMPRESSION FITTING FOR CONNECTION TO ICE MAKER. 3/4"Ø CONDENSATE DROP FROM MECHANICAL EQUIPMENT ON ROOF. ROUTE TIGHT TO UNDERSIDE OF STRUCTURE AND GRAVITY DRAIN TO DROP.
SPILL 3/4"Ø CONDENSATE, LAC
-1 DRAINAGE, AND VAC-1 DRAINAGE OVER
FLOOR SINK WITH 1" AIRGAP.
CONNECT 3"Ø ACID WASTE TO 4"Ø SANITARY SEWER.
DROP 1"Ø CW DOWN WALL AND DAYLIGHT TO EQUIPMENT ROOM TO RUN THROUGH RPBFP/1. FOR PIPE SUPPORT ON WALL SEE DETAIL 5/P -401.
DROP AND RUN DRAIN FROM RPBFP/1 TO FLOOR SINK WITH 1" AIRGAP. FOR PIPING DIAGRAM WITH VALVES SEE DETAIL 4/P
-401.
1 MICRON DI WATER PRE-FILTER FOR DI WATER SYSTEM. FOR PIPING DIAGRAM REFER TO DETAIL 4/P
-401.
RISE 1"Ø ICW HIGH ON WALL AND RUN OVER DOORWAY AS SHOWN. FOR PIPE SUPPORT ON WALL SEE DETAIL 5/P
-401.
DROP 1"Ø ICW DOWN WALL AND RUN TO DIP/1. FOR PIPING DETAIL SEE 4/P-401. FOR PIPE SUPPORT ON WALL SEE DETAIL 5/P-401.
DI PIPING IS SHOWN ON ENLARGED PLAN SHEET
P-302. THIS SHEET SHOWS
DOMESTIC COLD WATER PIPING ONLY. FOR CONTINUATION OF WATER PIPING, DI WATER, REFER TO REFERENCED SHEET.
MOUNT DRAIN TIGHT TO WALL AND ROUTE TO SINK.
CONNECT DRAIN FROM
L-EQ-10 AND L-EQ-49 TO SINK TAILBIECE. SEE DETAIL
3/P402.
PROVIDE DSN AT OVERFLOW TERMINATION POINT. REFER TO
ARCHITECTURAL PLANS FOR OVERFLOW SPOUT LOCATION.
3"Ø RAIN WATER LEADER TO DROP IN WALL TO BELOW GRADE. RUN AT 1/4" PER FOOT SLOPE. REFER TO CIVIL PLANS FOR POINT OF CONNECTION. 2"Ø AV FROM ISLAND SINKS DROP TO BELOW GRADE AND ROUTE TO RISER LOCATION. SEE DETAIL 7/P
-400.
ROUTE DRAIN FROM AIR COMPRESSOR AT 1/4" PER FOOT TO FLOOR SINK WITH 1" AIRGAP.
1 N
23456789
10 1. RUN ALL WASTE AND VENT AT 1/4" PER FOOT SLOPE.
2. SEE SHEET
P-200 FOR FIXTURE IDENTIFICATION.
3. SEE OVERALL PLANS
P-201 AND P-202 FOR CONTINUATION OF PIPING LAYOUT.
4. SEE SHEET
P-302 FOR AIR, VACUUM AND DI WATER LAYOUT.
5. NUMBERS LISTED ON THE PLANS IN PARENTHESIS ARE WATER FIXTURE UNIT VALUES.
UNLESS NOTED OTHERWISE IN THE CASE OF NATURAL GAS.
6. ALL LAB EQUIPMNET IS PROVIDED BY OTHERS. FOR EQUIPMENT LAYOUT AND LIST REFER TO ARCHITECTURAL PLANS.
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
NO. DATE DESCRIPTION
PH
PH
CR
CR
CR
PH
PH
CR
CR
CR E
F
124
113
WORK ROOM
112
LABORATORY
LAC
1 LV LV LV
LV
LV
LV
LV
LV
LV
VOAO
LA LA
LA
LA LA
LA
LA
LA
VO
VO
LA
LV
2 AOVOVOAO
AOVO
AOVO
AOVOAO
AO
AOVO
VOAO
VOAO
VOAO
VOAO
VO
VO
AOAOLV
LA
DIWP
1 3
4 44
LV LA
AOVO
AOVO
5 5 TYP.
TYP.
66 7
8 8
2 6
(20% FACTOR - 6.36 CFM)
3/4"LA (5% FACTOR - 1.5 CFM)
1-1/4"LV
1-1/4"LV
1-1/4"LV
1"LV, ABC 1"LV 3/4"LV, BFF
1-1/2"LV
1"LV3/4"LV
6 6
6 13
12 3/4"LA
3/4"LA
3/4"LA, ABC3/4"LA, BFF
3/4"LA, ABC
1/2"LA, BFF
3/4"LA
1-1/4"LV
LA
1-1/4"LV 3/4"LA
1"LV, ABC
1"LV
3/4"LA
3/4"LV
7 7
7 7
7 477
7 6
6 66
1"LV, BFF
3/4"LV
1/2"LA
3/4"LV
1/2"LA
3/4"LV
1/2"LA
1/2"LA3/4"LV
1/2"LA1/2"LA
1/2"LA3/4"LV3/4"LA
14 VAC
1 E
F
124
113
WORK ROOM
112
LABORATORY
DI
DI
DI DI
DI
DI
DIDI
1"DI
1"DI
DI
1"DI
1 L-E
Q-10
(FLASKSCRUBBER)
DI
VAC
1 LAC
1 DIO
DIO
DIO
DIO
DIO
DIO
DIO
DIO
11 1
1 1
1 3
33 3
3 3 3
3 3
3 DIODIO
1 1
3 10
9 RPBFP/1
PRE-FILTER FOR DI
WATER SYSTEM
11 1"DI
7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O
TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:38:31 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt P-302
ENLARGED LAB DIWATER, AIR ANDVAC PLANSDCWWTP OPERATIONSAND LAB BLDG 4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
SHEET NOTES:KEYED NOTES:DROP A 1"DI WATER LOOP DOWN TO SINK AND RISE BACK UP WITH SHUT OFF VALVES AND BYPASS. CONNECT DI TO DI FAUCET AT COUNTER. TYPICAL.DROP LA AND LV TO BELOW GRADE. LINE-SIZE BYPASS VALVES ON DI WATER LOOP TO BE ACCESSIBLE ABOVE T- BAR CEILING. BYPASS VALVE TO REMAIN CLOSED. 1/2" LA AND 3/4" LV DOWN IN WALL TO FUME HOOD. PROVIDE LINE-SIZE ISOLATION VALVES ACCESSIBLE BEHIND ACCESS PLATE ON THE HOOD. CONNECT VACUUM AND AIR TO CONTROLLED SERVICE FIXTURE VALVE WITH QUICK RELEASE FOR CONNECTION TO HOOD. PROVIDE LINE-SIZE BYPASS VALVE ACCESSIBLE ABOVE T-BAR CEILING, TYP.LA AND LV TO RISE ABOVE GRADE AND CONNECT TO THE OUTLETS ON THE COUNTERS. SEE PLANS FOR SIZING.DROP LA AND LV IN WALL TO ROUTE BELOW THE COUNTERS. SEE PLANS FOR SIZING.LA AND LV TO RISE TO CONNECT TO OUTLETS ON THE COUNTER. FOR DOMESTIC COLD WATER SUPPLY FEEDING THE BACKFLOW PREVENTER AND THE DI WATER PRE-FILTER REFER TO ENLARGED DOMESTIC WATER PLAN 2/P-301. AND FOR PIPING RELATED TO THE DI WATER SYSTEM REFER TO DETAIL 4/P-401. DI WATER SUPPLY TO LAB AREA. DI WATER RETURN. REFER TO DETAIL 4/P-401 FOR VALVES AND CONNECTION POINT.LA TO DROP BELOW GRADE. SEE PLANS FOR SIZING.LV TO DROP BELOW GRADE. SEE PLANS FOR SIZING.DROP 3/4" LA TO 3'-2-3/4" ABOVE FINISHED FLOOR WITH LINE-SIZED SOV. TERMINATE WITH SOUTH FACING ELL 3/4"NPT MALE ADAPTER FOR CONNECTION TO AIR COMPRESSOR. 1 1 1/4" = 1'-0" ENLARGED LAB PLAN - VAC & AIR2 1/4" = 1'-0" ENLARGED LAB PLAN - DI WATER 234
1. SEE SHEET
P-200 FOR FIXTURE IDENTIFICATION.
2. SEE OVERALL PLAN
P-202 FOR CONTINUATION OF PIPING LAYOUT.
4. SEE SHEET
P-301 FOR WATER, WASTE AND VENT LAYOUT.
5. VACUUM LINE SIZING IS PER 2022 CPC TABLE 1323.1.4(6). 56789
1011121314
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
CR
A.5C
453
123
MEN'S LOCKER RM
124
LAUNDRY
122
WOMEN'S LOCKER RM
3/4"HWR
3/4"HWR
1 1
4 2
63 1
5 3/4"HW
3/4"CW
3/4"HW3/4"CW
3/4"HW3/4"CW
2" CW
3/4"HW
2"CW1-1/2"CW
(22.0)
1-1/2"CW
1-1/2"HW (36.0)
3/4"HW
1-1/2"HW (43.5)1-1/2"HW (40.5)
2"HW (49.5)
2"CW
2"CW (80.0)
7 7
3/4"CW
3/4"HW
1-1/2"CW
2"CW
2"CW
3/4"HW
2"CW
2"CW (100.0)
A.5C
453
123
MEN'S LOCKER RM
124
LAUNDRY
122
WOMEN'S LOCKER RM
SKYLIGHT
SKYLIGHT,
2 TYP
2"WCO
3"VTR(18.0)
2"V(6.0)
2"V
1-1/2"VR
1-1/2"VR
4"SS(24.0)
4"SS(4.0)
2"WCO
1-1/2"V(2.0)
3"VTR(26.0)
2"V(2.0)
2"SS
2"SS
2"V 2"V
1-1/2"VR
1-1/2"VR
1-1/2"VR
1-1/2"VR
2"V(10.0)
2"V 3/4"CD 8
CD
FC-3A
9 3"V(24.0)
2"SS(2.0)
4"SS(46.0)
3/4"CD
3/4"CD
CO
2"V8
1-1/2"VR
FCO
FCO
1-1/2"VR
FCO FCO FCO 1-1/2"VR 1-1/2"VR
1-1/2"VR
1-1/2"VR
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
M31176
EXP. 12/31/25 A E EAL I FORN I A F C O TATS N I CA L CH E M R. N S NOR ROF P ED RETSI GER SS I ONAL ENG I NEER AE E T I CH
23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:
JOB NUMBER:
SHEET TITLE
DRAWN BY:
PROJECT OWNER & TITLE
SHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT
THESE PLANS OR THE SPECIFICATIONS ARE
SUITABLE FOR ANY SITE OTHER THAN THE ONE
FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS
RESPONSIBILITY FOR THESE PLANS AND
SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS #
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/20/2024 12:34:21 PM C:\Users\tcawelti\Documents\23.020 Dry Creek WWTP [email protected] P-303
ENLARGED LOCKER
ROOM PLANS
DCWWTP OPERATIONS
AND LAB BLDG
4/24/18
210015.01Author
1800 Booth Road
Roseville, CA 95747
CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
SHEET NOTES:
KEYED NOTES:
PROVIDE LINE SIZED ISOLATION BALL VALVE ACCESSIBLE ABOVE 24" X 24" CEILING ACCESS PANEL.
PROVIDE TRAP PRIMER AND WATER HAMMER ARRESTOR BEHIND 12" X 16" WALL ACCESS PANEL. MOUNT PANEL BELOW GRAB BAR. MAINTAIN 12" A.F.F.
FOR THE TRAP PRIMER LOCATION PER CODE. RUN TO FLOOR DRAINS SHOWN ON PLAN. SEE DETAIL 5/P
-400.
PROVIDE TRAP PRIMER BEHIND 12" X 16" WALL ACCESS PANEL. MOUNT PANEL ABOVE LAUNDRY FOLDING TABLE. RUN TO FLOOR DRAINS SHOWN ON PLANS. SEE DETAIL 2/P
-401.
PROVIDE TRAP PRIMER BEHIND 12" X 16" WALL ACCESS PANEL. MOUNT PANEL BELOW GRAB BAR. MAINTAIN 12" A.F.F. FOR THE TRAP PRIMER LOCATION PER CODE. RUN TO FLOOR DRAINS SHOWN ON PLAN. SEE DETAIL 2/P-401.
PROVIDE WATER HAMMER ARRESTOR ABOVE 14" X 14" CEILING ACCESS PANEL. PROVIDE WITH ISOLATION BALL VALVE.
DROP 3/4" HOT AND COLD WATER DOWN WALL AND RUN TO WASHING MACHINE BOX. MAKE FINAL CONNECTION TO CLOTHES WASHER.
DROP 3/4" COLD WATER DOWN WALL FOR LAVATORY CONNECTION AND TEE 3/4" IN WALL FOR HOSE BIBB BELOW LAV COUNTER.
DROP 3/4"CONDENSATE IN WALL TO SINK TAIL PIECE. SEE DETAIL 3/P -402.
CONNECT 3/4"CONDENSATE TO MECHANICAL EQUIPMENT WITH CLEANOUT.
RISE CONDENSATE UP TIGHT TO STRUCTURE AND GRAVITY DRAIN TO DROP. 123
2 1/4" = 1'-0"
ENLARGED FLOOR PLAN - PLUMBING WATER & GAS
1 1/4" = 1'-0"
ENLARGED FLOOR PLAN - PLUMBING WASTE & VENT
1. RUN ALL WASTE AND VENT AT 1/4" PER FOOT SLOPE.
2. SEE SHEET
P-200 FOR FIXTURE IDENTIFICATION.
3. SEE OVERALL PLANS
P-201 AND P-202 FOR CONTINUATION OF PIPING LAYOUT.
4. NUMBERS LISTED ON THE PLANS IN PARENTHESIS ARE WATER OR WASTE FIXTURE UNIT VALUES. 456789
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
GAS METER DETAIL ROOF CEPTOR
COMPRESSED AIR DROP
EMERGENCY GAS SOC DETAIL
SHOWER AND SWING-DOWN EYE/FACE WASHBARRIER-FREE COMBINATION EMERGENCYISLAND VENT TRAP PRIMER/WATER HAMMER ARRESTOR DETAIL G
G
SHUT-OFF
GAS
5 RISE FROMTOP OF MAIN
AIR MAIN OR
DROP1/2"B.V.
+48" A.F.F.
BRANCH
4"
A AIR OUTLET
QUICK COUPLER@+36" A.F.F.
A
CONDENSATE PIPE
2" P-TRAP
RC
1-1/2"VTR2" WASTE1-1/2" VENT
J.R. SMITH 3960 DOME BOTTOM ROOF
CEPTOR. DUCO CAST IRON WITH
VANDAL PROOF SCREWS
2" WASTE OUTLET
FINISHED FLOOR
SOC
STAINLESS STEEL ACCESS LINE SIZE EMERGENCY GAS
DOOR "ELMDOR" FR 10"x10"
CL-SS (RED SIGN READING
"GAS SHUT OFF VALVE")
MOUNT BOTTOM OF ACCESS
DOOR ABOVE THE
COUNTERTOP
BUILDING WALL
UNION
FINISHED GRADE
18" APPROX.
PIPE SLEEVE THRU WALL. SEAL
AND PROVIDE ESCUTCHEON PLATE BOTH
SIDES OF WALL.SHUT-OFF VALVELINE SIZE SEISMIC
SEE
SPECS.
CONTINUATION.('P' SHEETS) FOR SIZE ANDREFER TO PLUMBING PLANS CONSPICUOUSLY MARKED: "GAS SHUT-OFF"LINE SIZE GAS SHUT-OFF VALVE
UPC LISTEDDIELECTRIC FITTINGGAS SHUT-OFFLINE SIZE
GAS METER
BY UTILITY COMPANY (PG&E).GAS METER IS SIZED FOR A TOTALESTIMATED DEMAND OF ---- MBH.DELIVERY PRESSURE SET AT 7" W.C. 30" MIN HORIZONTAL
GAS MAIN.
AND PLASTIC PIPING.
FITTING BETWEEN METIALLIC
APPROVED TRANSITION
1"1" 1"
LETTERSENAMEL FILLEDENGRAVED, REDSCREWS, TYP.CSK OVAL HEADSTAINLESS STEEL
ALUMINUM PLATE
3/32" THICK
8"
4"
SIGN ON WALL
FRONT VIEW
SIDE VIEW
1 1/2" DRAIN
FINISHED FLOOR
NOTE: INSTALL COMBINATION
EMERGENCY SHOWER AND SWING-DOWNEYE/FACE WASH PER MANUFACTURESREQUIREMENTS.
SWING-DOWN SHOWER
ACTUATING ARM
EYE/FACEWASH
1" INLET
STAINLESS STEELSHOWER HEAD
1" TEMPERED SUPPLY
36" MAX
P-TRAP
S
LOCATIONS.
ABOVE LAY-IN CEILING SEE FLOOR PLANS FORALTERNATE TRAP PRIMER AND B.V. LOCATION NOTE:
FIN. FLOOR
TO TRAP AS REQ'D.CONNECT 1/2" CW
1/2" CWD, TYPICAL
CW PIPE IN WALL
WHA
SEAL WATERTIGHT, TYPICAL
STUD WALL
1/2" BALL VALVE
14" x 14" STAINLESS STEEL LOCKABLE,
ACCESS DOOR AND CABINET, ELMDOR
OR EQUAL. PROVIDE HINGED DOOR AND
CYLINDER LOCK
1/2" CW PIPING BELOW FLOOR.SLOPE TOWARD DRAIN
COUNTER TOP
2"ACID WASTE
2"ACID LONG RADIUSELBOWTAPPED SPIGOTFIXTURE OUTLETTAILPIECEP-TRAP W/ C.O.PLUG SINK
2"ACID VENT RISER
C.O.
2"ACID VENT DROP
2. NOTES:
1. 2"ACID WASTE
WCO
WALL
2"VR
COORDINATE LOCATION OF VENT W/ CABINET CASEWORK SO THAT TOP OFVENT WILL FIT BETWEEN SINK & SIDE OR REAR OF CABINET.
ALL PIPING SHALL BE ENCLOSED WITHIN CABINET.
USE VENT DETAIL FOR SINKS BELOW WINDOWS.
2" ACID HORIZONTAL FOOT VENT
EXTEND VENT AS HIGH AS
POSSIBLE UNDER
COUNTERTOP, BUT NO
LESS THAN COUNTERTOP
OR DRAINBOARD HEIGHT
3. SCALE: NONE SCALE: NONESCALE: NONE
SCALE: NONE 1
2 3 SCALE: NONE
46 7 SCALE: NONE SCALE: NONE
7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A F C O TATS N I CA L CH E M
R. N
S
NOR
ROF P
ED RETS
I
GE
R
SS I ONAL
ENG I
N
E
E
R
AE E T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:38:35 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt P-400
DETAILSDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
6/S5.14
VENT THRU ROOF DETAIL
AM FLOOR DRAIN TRAP PRIMER DETAILDI WATER PIPING DIAGR
PIPE SUPPORTPIPE SUPPORT ON WOOD WALL
24 35
ROOF STRUCTURE
ROOFINGFLASHINGELMDOR/STONEMAN SEAMLESS
WATERPROOFING COMPOUND
PERMASEAL
OR CAULK TYPE FOR ALL STEELCAST IRON VENTS AND THREADEDCOUNTER FLASHING SLEEVE FOR"ELMDOR/STONEMAN" CAULK TYPE CLEAR FRESH AIR INTAKES,EXTEND WHERE REQ'D TOVENTS 3" & LARGER ONLYTURNED IN ON CAST IRONELMDOR/STONEMAN #1100- 9"MIN.EXTEND AS REQ'D.
ETC.
VENTS.
4-6LB-8SK FLASHING
PIPE CLAMP
P-TRAP
S
LOCATIONS.
ABOVE LAY-IN CEILING SEE FLOOR PLANS FORALTERNATE TRAP PRIMER AND B.V. LOCATION NOTE:
STUD WALL
DRAINSLOPE TOWARDBELOW FLOOR.1/2" C.W. PIPINGFIN. FLOOR TO TRAP AS REQ'D.CONNECT 1/2" CW
FLOOR DRAIN
SEAL WATERTIGHTCW PIPE IN WALLUNION1/2" CWD
BALL VALVE
TRAP PRIMER(TP)SECURE TO STUDS
14" x 14" STAINLESS STEEL LOCKABLE,
ACCESS DOOR AND CABINET, ELMDOR
OR EQUAL. PROVIDE HINGED DOOR AND
CYLINDER LOCK
6 7
7 3 4 5
BALL VALVE, TYP
UNION, TYP
1 SEE 2/P-301 FOR LOCATION. THIS
SECTION OF PIPING IS ON OPPOSITEWALL FROM THE DIWP/1 AND DI TANKS NOTE:
PIPING AND VALVES SHOWN DARK IS PROVIDED BY
CONTRACTOR, ALL PIPING AND EQUIPMENT SHOWN
LIGHT IN COLOR IS PER "CULLIGAN". FOR CONTACT
SEE EQUIPMENT PLANS SHEET P-002. 1" DI WATER SUPPLY TO LAB 1-1/4" ICW SUPPLY FROM OVER DOOR TO DI TANKS DI WATER TANKS AND PIPING BY "CULLIGAN" -A--A- 1-1/4"ICW SUPPLY OVER DOOR TO DI TANKS Y-STRAINER W/HOSE END BLOW OFF PETE'S PLUG, TYP 1-1/4"DCW SUPPLY RUN AND SPILL DRAIN LINE TO FLOOR SINK WITH 1" AIRGAP RPBFP 1 DIWP 1 1" DI WATER RETURN FROM LAB
PRESSURE GAUGEPRESSURE RELIEF VALVE
CHECK VALVE
TRAP PRIMER,SPILL TO FLOORSINK WITH 1"
AIRGAP
LABEL
1 DESCRIPTION
2345
PROVIDED BY:
PRE-FILTER ASSEMBLY, 1 MICRONPRESSURE GAUGES, STAINLESS STEELCATION RESIN TANK, 14" X 48" ANION RESIN TANK, 14" X 48"
MIXED BED POLISHER TANK, 14" X 48"
7 MONITOR, WATER QUALITY8 FLOW CONTROL, 15 GPM
2 6 FILTER ASSEMBLY, RESIN TRAP
8 2
3/8"ø ALL THREAD, SEE
FOR UPPER
ATTACHMENT
SHEET METAL STRAP, ATTACHTO STRUCTURE WITH #10x11/2 WOOD SCREW
PIPING WITHINSULATION SPACER
1 5/8" FRAMINGCHANNEL
PIPE CLAMP
NOTES:1. PROVIDE PIPE SUPPORT AT ALL CHANGES IN DIRECTION.2. HORIZONTAL PIPE SUPPORTS SHALL BE SPACED MAX. 6'-0" O.C.
3. FIRE PROTECTION WATER PIPING CANNOT BE SUPPORTED WITH THIS SYSTEM.4. PROJECT MAX LOAD: 250 LB.5. USE A CUSHIONED CLAMP TO PROTECT INTERFACE FROM DISSIMILAR METALS6. AIRCRAFT CABLE MAY BE OMITTED WHEN HANGER ROD LENGTH DOES NOT EXCEED 12" 3/32"ø PRESTRETCHEDGALVANIZED AIRCRAFTCABLE 7x19 STRANDCORE @ 45°. 20 FT. MAXLENGTH SEE DETAIL 6/S5.14 FOR ROD UPPER ATTACHMENT CONDITION.
2" MIN.
SEE DETAIL ABOVEFOR CABLE UPPER
ATTACHMENT CONDITION.
MASON IND. N.Y.BRACKET FOR
AIRCRAFT CABLE
BRACING
3/8"ø THREADED ROD
BLINE 3100 SERIESCLEVIS HANGER
BARE PIPE INSULATED PIPE
3/32"ø PRESTRETCHEDGALVANIZED AIRCRAFTCABLE 7x19 STRANDCORE @ 45°. 20 FT. MAXLENGTH MASON IND. N.Y.BRACKET FOR
AIRCRAFT CABLE
BRACINGSEE DETAIL ABOVEFOR CABLE UPPER
ATTACHMENT CONDITION.
BLINE 3100 SERIESCLEVIS HANGER
NOTES:
1. SUPPORT AT ALL CHANGES IN DIRECTION.2. VERTICAL PIPE SUPPORT SHALL BE SPACED MAX. 4'-0" O.C.
WALL
1 5/8" FRAMING CHANNEL, 24" LONG
'SUPERSTRUT' A716 CUSH-A-CLAMPPIPE CLAMPREFRIGERANT PIPING WITH INSULATION
AND GALVANIZED SHIELD
3. HORIZONTAL PIPE SUPPORT SHALL BE SPACED MAX. 8'-0" O.C. 1/4" LAG SCREW INTO FRAMING ORBLOCKING BETWEEN FRAMING W/ 3"MINIMUM EMBEDMENT, 2 REQ'D 3/32"ø PRESTRETCHEDGALVANIZED AIRCRAFTCABLE 7x19 STRANDCORE @ 45°. 20 FT. MAXLENGTH
SEE DETAIL ABOVEFOR CABLE UPPER
ATTACHMENT CONDITION.
MASON IND. N.Y.BRACKET FOR
AIRCRAFT CABLE
BRACING
CALCIUM SILICATESHIELD
3/32"ø PRESTRECHED
AIRCRAFT CABLE 7x19
STRAND CORE @ 45°. 20 FTMAXMASON IND. N.Y. BRACKET FOR
AIRCRAFT CABLE BRACING
UNISTRUT P1843 WITH3/8"øx3" LAG SCREWINTO BLOCKING
SECURE 2x4 BLOCKING TO FRAMING WITHSIMPSON LUS JOIST HANGER, EACH END.
ALTERNATE ATTACHMENT
LOCATION FOR 1/2"ø THRU BOLT,LOCKING NUT AND WASHERS
STRUCTURAL I-JOISTS
1 SCALE: NONE
SCALE: NONESCALE: NONE
SCALE: NONESCALE: NONE
30-45°
7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A F C O TATS N I CA L CH E M
R. N
S
NOR
ROF P
ED RETS
I
GE
R
SS I ONAL
ENG I
N
E
E
R
AE E T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:38:35 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt P-401
DETAILSDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
MECHANICAL UNIT
CONDENSATE/WASTE CONNECTION TO TAILPIECE
WATER HEATER PIPING DIAGRAM ANDMOUNTING TO WOOD STUD WALL
VACUUM - POWEREX DETAIL
CONDENSATE P-TRAP TO MECHANICAL UNIT DETAIL
CONDENSATE TO DRYWELL
T
SINK OR LAVATORY
3/4" CD OR WASTE DRAIN.SLOPE DOWN TO SINK
TAILPIECE.
LAVATORY/SINK BRANCH
TAILPIECE.
WASTE P-TRAP
NOTES:
1. REFER TO PLANS FOR SIZES AND CONTINUATION.
ET
1 WH
1 CHECK VALVE, TYP
THERMOSTAT, TYP
BALL VALVE, TYP
HW SUPPLY
NOTE:
VACUUM RELIEF VALVE, "WATTS"MODEL N36 OR EQUAL
3/4" HARD TEMPERED COPPER DRAIN FROMP&TRV, SPILL TO FLOORSINK @ 6" ABOVEFLOOD RIM
CW SUPPLY
HOLDRITE 40-S-34-U PLATFORM.SEE EQUIPMENT SCHEDULE.
SECTION VIEW
TOP VIEW
STUD PER PLAN
1/4"x2-1/2" SDS SCREW, 4 TOTAL
GYP. BOARD
WOOD STUD WALL
STUD PER PLAN
WATER HEATERSHEET METAL STRAP
2"x16 GA. GALV. SHEET METALSTEEL PLUMBERS TAPE WRAPPED
ALL AROUND WATER HEATER,
TYPICAL.
SECURE SHEET METAL STRAP TO STUDWITH 1/4" Ø x 2-1/2" SDS, 4 TOTAL
STUD PER PLAN
AT 16" O.C.
1. PROVIDE AND SECURE WITH SHEET METAL STRAP, UPPER AND BOTTOM THIRD OF WATER HEATER. STRAPS TO BE A MINIMU
M
DISTANCE OF 4" FROM CONTROLS. ALSO PLACE ONE STRAP ATCENTER OF EXPANSION TANK. ATTACH TO WALL PER DETAIL. 2. REFER TO PLANS FOR COLD WATER, HOT WATER, AND HOT WATERRETURN SIZING.
3. MOUNT WATER HEATER TO BE IN CONTACT WITH THE WALL OR PROVIDE A SADDLE FOR TIGHT FIT.
HONEYWELL AQUASTAT #L4006A1967 OREQUAL. LOCATE AS FAR FROM CIRCULATOR AS POSSIBLE WITHIN THE ROOM. SET TEMP
TO 5 DEGREES F. BELOW WATER HEATERHOT WATER OUTLET TEMPERATURE.
CP
1 HOT WATER RETURN
DIELECTRIC UNION, TYP
PROVIDE AND SECURE WITH SHEET METALSTRAP, SEE DETAIL FOR WALL ANCHORAGE 3x MIN BLOCKING
REQUIRED FOR A35 ONEACH SIDE
PROVIDE FULL DEPTH BLOCKINGWITH A35 CLIP TOP AND BOTTOMEA END AT ALL POINT OF
ANCHORAGE
4" MIN PER
ICC ESR-2236
HOLDRITE PLATFORM LEG
(2)SAFETY CLIP, 14 GAUGE CRS,GALVANIZED IN LEG
FLOOR
CONCRETE ANCHOR
3/8"Øx2-1/2" EMBED HILTI
KB-TZ2. INTALL ANCHORS PER
ICC ESR-4266 AND PROVIDE
SPECIAL INSPECTION NOTED
IN THE REPORT (TORQUE
TEST 30 FT-LB)
HOLDRITE 40-S-24-A FLOOR MOUNTING
SET WATER HEATER TEMPERATURE TO 140°F
AT DRAIN PAN
AB
X = STATIC PRESSURE IN AHU
A = 2" PLUS X
B = X
VENT
CLEANOUT
DRAIN LINE SHALL BE AT LEASTTHE SAME SIZE AS THE NIPPLEON THE DRAIN PAN END OF LINE CLEANOUT.SEE PLANS FOR LOCATIONS
1/4" PER FOOT SLOPEDOWNWARDS FROM UNIT
FLEX CONNECTIONFOR EQUIPMENT ONSEISMIC ROOF CURBS
TERMINATE CONDENSATE
AS SHOWN ON PLANS
1"
18" DIA. BY 4'-0"DEEP CONC. PIPEDRYWELL
CONC. ACCESSCOVER
FROM FAN COIL UNITCONDENSATE DRAIN PIPE
FINISHED SIDEWALKCOARSE WASHEDROCK; 3/4" DIA. MIN. GROUT FLOOR
FINISHED FLOOR
FLOOR SINK
VERTICAL SYMPLEX TANKMOUNT MODEL #IVS0202
9 6
4 7
8 5
1 2
DESCRIPTION MODEL NO. QTY.
1 MOTOR STARTER 208V PVI10022AJ 12 VACUUM PUMP/ MOTOR ASSEMBLY VPB02000AV 1 VACUUM SWITCH (NOT SHOWN) VP001303AV 13
4* PVI10022AJ 1
5 --- 16 VP00406AV 17 HA001301AV 18 GA031600AV 1
INLET AIR FILTER ELEMENTRECIEVER TANK 30 GAL.CHECK VALVE
VACUUM HOSEVACUUM GAUGE
9 PE001004AV 1 HOUR METER
- VP000801AJ 1 OIL- 0531.002.00 1 OIL FILTER- V532.140.156 1 SEPERATOR FILTER *=2,500 HOUR REPLACEMENT
VACUUM
TANK
ISOLATION VALVE
CHECK
VALVE
TOATMOSPHERENPTF
MANUAL DRAIN VALVE
STARTER
PIPING DIAGRAM WITH SINGLE PUMP
THERMOMETER
AUTOMATIC DRAIN
VALVE
SOLENOID
NOTES:
1. DRIP LEG AND DRAIN VALVE MUST BE INSTALLED NEAR EXHAUST FITTING OF PUMP.
2. MINIMUM CLEARANCE OF 36" AROUND AND ABOVE THE SYSTEM.3. USE FLEXIBLE HOSE TO CONNECT THE INLET AND OUTLET OF THE UNIT TO PIPING.
VACUUM
SWITCH
PRESSURE
GAGE
FLEX
HOSE
AIR
FILTER
VAC.
PUMP
DRIP LEG ANDDRAIN VALVE
REF.
NO
(3)1/2"Ø HILTI KB-TZCONCRETE ANCHORWITH 2" EMBEDMENT.
SCALE: NONE
3 2 NTS
SCALE: NONE
1 4 SCALE: NONE
SCALE: NONE
5 7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A
F C O
TATS
N I CA L
CH E M
R. N
S
NOR
ROF P
ED RETSI GER
SS I ONAL
ENG I NEER
AE
E
T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:38:35 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt P-402
DETAILSDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
HOSE BIBB ON ROOF DETAIL
BEACON MEDAES AIR COMPRESSOR DETAIL
BELOW SINK/LAVTHERMOSTATIC MIXING VALVE
ROOF DRAIN AND OVERFLOW DRAIN
UTILITY PIPE TRENCH
ICE MAKER BOX DETAIL
CH
SINK/LAVATORY
COLD WATER SUPPLY AND STOP
HOT WATER SUPPLY AND STOP
MOUNTING BRACKET
THERMOSTATIC MIXING VALVE, MOUNT
UNDER LAVATORY AS HIGH AS POSSIBLE
WHEN NOT LOCATED BEHIND AN
ACCESS PANEL
NOTE:INSTALL PER MANUFACTURER'S INSTRUCTIONS.
WIDTH AS REQUIRED
FLOORFINISHED
COVER HOLD DOWN
SCREW
1/2" THICK STEEL
COVER PLATE
"WALKER" TYPE VA LINEAR
TRENCHDUCT OR EQUAL
COMBINATION CLIP
ATTACHING SCREW
SEE PLANS FOR
PIPE SIZE AND
SERVICE TYPE
"UNI-STRUT" CHANNEL
WITH PIPE CLAMP
16 GAUGE
GALVANIZED STEEL
DUCT BODY
THREADED1/2"CONNECTION WITH1/4"OUTLET WITHSHUT-OFF VALVE. ROUTETO ICE MACHINE.
MOUNT ICE MAKER BOXMAXIMUM OF 24" ABOVEFINISHED FLOOR
WATERSUPPLY
BALL VALVEFINISHEDFLOOR
3/4" COPPER OR RED BRASS PIPEHOSE BIBB WITH VACUUM BREAKER
MIXING FAUCET
WATER DAM COLLAR
2"
ROOFDECK &FLASHING
CAS IRON DRAINBODY
OVERFLOW PIPING,SEE FLOOR PLANFOR SIZE, TYPICAL
OVERFLOWDRAIN
ROOF DRAIN
RAINWATER PIPING,SEE FLOOR PLAN FORSIZE, TYPICAL
FLASHING CLAMP &UNDERDECK CLAMP,TYPICAL.CAST IRONDOMES,TYPICAL 4" MAX.
DEPTH2"
24"
ROOF DECK
VOLCOME WEATHER SEAL
STAINLESS STEEL HOSECLAMP AROUND ROOF JACK
1-1/4" SCH. 80, PVC SLEEVE. FILL
ANNULAR SPACE WITH FOAM
FINISHED ROOFROOF JACK
SECURE PIPE CLAMPTO PIPE AS REQUIRED
STRUCTURAL
FRAMING MEMBER
SECURE SHEET METAL STRAP
TO STRUCTURE WITH #10x1-1/2"
WOOD SCREW
2 SCALE: NONE
1 SCALE: NONE
3 SCALE: NONE
4 SCALE: NONE
5 SCALE: NONE6 SCALE: NONE
7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A E
E
AL I FORN I A F C O TATS N I CA L CH E M
R. N
S
NOR
ROF P
ED RETS
I
GE
R
SS I ONAL
ENG I
N
E
E
R
AE E T I CH
23.020
311 VERNON STROSEVILLE, CA 95768DATE:
JOB NUMBER:
SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.
DATE PLOTTED: FILE LOCATION:
THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
ARCHITECT STAMP
REVISIONS
#
CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:38:36 PM S:\23.020 Dry Creek WWTP\drwgs\REVIT\23.020 Dry Creek WWTP MEP_r22.rvt P-403
DETAILSDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP
CONSTRUCTION DOCUMENTS
PROVIDE LINE-SIZE
SOV
6" HOUSEKEEPING PAD
FLOOR
3/4"Ø HILTI KB-TZ CONCRETE ANCHOR WITH 2"EMBEDMENT (4 PLACES) NO. DATE DESCRIPTION
BID SET (PRELIMINARY)
CR
CR
1. PLANS ARE NOT FOR CONSTRUCTION UNTIL APPROVED BY THE AUTHORITY HAVING JURISDICTION. THE CONTRACTOR SHALL NOT ORDER ANY MATERIALS OR INSTALL ANY EQUIPMENT, PIPING, ETC. UNTIL PLANS ARE APPROVED BY THE AUTHORITY HAVING JURISDICTION.
2. PROTECT EXISTING EQUIPMENT AND FURNISHINGS FROM ANY DAMAGE DUE TO DUST, MOISTURE OR CONTACT WITH WORK CREW OR MATERIALS.
3. ADEQUATELY STRAP AND SUPPORT ALL CONDUIT WORK PER CEC. IN GENERAL, SUPPORT ALL CONDUIT WITHIN THREE FEET (3') OF OUTLET BOX, CABINET OR PANEL AND MAXIMUM TEN FEET (10') ON CENTER THEREAFTER.
4. CORE BORE SHALL BE 1" DIAMETER LARGER THAN EACH CONDUIT. SPACE CONDUIT HOLES 3" APART. SEAL AROUND CONDUIT WITH NON-SHRINK, NON-METALLIC GROUT.
5. ALL CONDUCTORS INSTALLED IN PANELBOARDS SHALL BE TRAINED, LACED, AND INSTALLED WITH PHASE TAPE ON ALL CONDUCTORS.
6. LABEL DEVICES (I.E. RECEPTACLES, ETC.) ON EACH COVER PLATE IDENTIFYING CIRCUIT AND PANEL DEVICE IS CONNECTED TO.
7. CLEAN ALL EXTERIOR AND INTERIOR SURFACES OF PANELS AND ALL MATERIAL AND METAL SHAVINGS FROM PANEL AND CABINET INTERIORS. ALL OPENINGS SHALL BE SEALED AND APPLY TOUCH-UP SPRAY PAINT WHERE NEEDED.
8. FIELD COORDINATE DEVICE LOCATIONS PRIOR TO ROUGH-IN.
9. CONTRACTOR WILL PROVIDE WARNING LABELS NOTING THE POTENTIAL FOR ELECTRIC ARC FLASH HAZARDS PER CEC 110.16. PROVIDE LABELS ON EQUIPMENT SUCH AS
SWITCHBOARDS, SWITCHGEAR, PANELBOARDS, INDUSTRIAL CONTROL PANELS, METER SOCKET ENCLOSURES, MOTOR CONTROL CENTERS, MOTOR STARTER / CONTACTOR PANELS, DISCONNECTS, ETC..
9.1. CONTRACTOR TO PROVIDE BREAKER COORDINATION STUDY COMPLETE WITH BREAKER SETTINGS.
9.2. CONTRACTOR WILL PROVIDE ARC FLASH LABELS FOR ELECTRICAL POWER PANELS INCLUDED IN THE PROJECT SCOPE IN ACCORDANCE WITH NFPA 70E AND SPECIFICATION SECTION 26 05 73 'OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY'. THE ARC-FLASH LABELS MESSAGE OR CONTENT SHALL BE PROVIDED BY THE CONTRACTOR.
10. INSTALLATION SHALL COMPLY WITH CEC 210.4 - EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. THEREFORE ANY CIRCUIT SHARING A COMMON NEUTRAL SHALL BE CAPABLE OF SIMULTANEOUS DISCONNECT OR DEDICATED NEUTRALS SHALL BE INSTALLED.
11. ALL EQUIPMENT AND APPURTENANCES USE IN THIS PROJECT SHALL BE UL (NRTL) LISTED AND LABELED FOR THE PURPOSE AS PER CEC-2019ART.110.3 AND 690.4B.
12. SUPPORT ENCLOSURES, BOXES AND CONDUIT INSTALLATIONS PER CEC 314.23 (A) THROUGH (H).
13. SEAL CONDUIT OPENINGS THROUGH WALLS AND CEILINGS. INSTALL ESCUTCHEON PLATES AT BUILDING INTERIOR. WHERE EQUIPMENT IS INSTALLED ON THE EXTERIOR WALL, STUB CONDUITS THROUGH WALL AND SEAL CONDUIT OPENINGS, THEN INSTALL EXTERIOR EQUIPMENT. ALSO, SEAL AROUND THE PERIMETER EDGE OF THE EQUIPMENT ENCLOSURE BETWEEN THE ENCLOSURE AND BUILDING.
14. RACEWAY SEALS. ALL RACEWAYS ENTERING/EXITING A BUILDING SHALL BE SEALED AT BOTH ENDS TO PREVENT MOISTURE AND RODENTS FROM ENTERING THE BUILDING.
SEALANTS SHALL BE LISTED FOR USE WITH CABLE INSULATION, CONDUCTOR INSULATION, BARE CONDUCTOR, SHIELD, OR OTHER COMPONENTS.
15. CONDUITS INSTALLED ON ROOF AND BUILDING EXTERIOR SHALL BE RIGID GALV. STEEL (HEAVY WALL) WITH THREADED FITTINGS. CONDUIT AND WALL TO BE PAINTED OUT TO MATCH EXTERIOR FINISH.
16. EXPOSED CONDUITS TRANSITIONING FROM BELOW OR AT GRADE TO A HEIGHT OF 8 FEET AFG SHALL BE RMC OR IMC.
17. SPLICES AND TERMINALS SHALL BE COMPRESSION TYPE OF SEAMLESS PURE COPPER, TIN PLATED, LONG BARREL (TERMINALS WITH TWO-HOLE PAD AND INSPECTION WINDOW WITH NEMA DRILLING), AS MANUFACTURED BY BURNDY TYPE YS, YAZ-2N OR EQUAL. CLEAN ALL SURFACES AND INSTALL WITH OXIDE INHIBITING COMPOUND, BURNDY PENETROX-E OR EQUAL. APPLY COMPOUND BETWEEN BUS AND LUG PAD AND BETWEEN CONDUCTOR AND LUG BARREL. INSTALL COMPRESSION CONNECTORS WITH 360° CIRCUMFERENTIAL COMPRESSION DYE, BURNDY HYPRESS OR EQUAL. THE INDENTER OR OTHER TYPE TOOLS WILL NOT BE ACCEPTABLE.
18. INSTALL 'MECHANICALLY FASTENED PHENOLIC NAMEPLATE WITH WHITE LETTERING ON BLACK BACKGROUND ON ALL EQUIPMENT, INCLUDING PULL BOXES, WITH DESCRIPTION INDICATED ON DRAWINGS. NAMEPLATES SHALL READ EXACTLY AS DESCRIBED ON THE DRAWINGS. IN GENERAL NAMEPLATE LETTERING SIZE SHALL BE 3/16" HIGH FOR ALL NAMEPLATES SERVING FEEDER AND BRANCH CIRCUIT BREAKERS. ON MAIN SERVICE PANEL, DISTRIBUTION PANELS AND ALL OTHER NAMEPLATES LETTERING SHALL BE 1/4" HIGH.
18.1. ALL SWITCHBOARDS, SWITCHGEAR, PANELBOARDS, VFD'S, MOTORS, JUNCTION BOXES, PULL BOXES, DISCONNECT SWITCHES, ETC., SHALL BE MARKED TO INDICATE EACH DEVICE OR EQUIPMENT WHERE THE POWER ORIGINATES PER CEC 408.4, FIELD IDENTIFICATION REQUIRED, (B) SOURCE OF SUPPLY.
19. EVERY CIRCUIT SHALL BE IDENTIFIED IN A CIRCUIT DIRECTORY AND AT EACH SWITCH OR CIRCUIT BREAKER PER CEC 408.4, FIELD IDENTIFICATION REQUIRED, (A) CIRCUIT DIRECTORY OR IDENTIFICATION. CIRCUIT DIRECTORIES (NEW AND MODIFIED) SHALL BE TYPE WRITTEN, HAND MADE MODIFICATIONS TO PANEL DIRECTORIES WILL NOT BE ACCEPTABLE. CIRCUIT NUMBERS AT SWITCHES OR CIRCUIT BREAKERS SHALL BE ENGRAVED OR A PERMANENTLY AFFIXED PRE-PRINTED LABELS.
20. COORDINATE EQUIPMENT LOCATIONS, CONTROL AND POWER WIRING REQUIREMENTS AND CONNECT POINTS WITH ALL APPLICABLE DISCIPLINES.
21. PROVIDE AND INSTALL FUSES PER UNIT NAMEPLATE DATA ON THE EQUIPMENT PROVIDED.
22. VERIFY CEILING TYPES PRIOR TO ORDERING LUMINAIRES. CONFIRM THAT FEATURES DESCRIBED IN THE SPECIFICATION OF THE LUMINAIRE ARE INCLUDED AS WELL AS PART NUMBERS LISTED ON SCHEDULE IN THE SUBMITTAL PACKAGE. CLARIFY NOTED DISCREPANCIES WITH ENGINEER PRIOR TO BID.
23. A LAMINATED COPY OF THE FINAL RECORD ONE LINE DIAGRAM SHALL BE PLACED IN EACH ELEC ROOM.
24. PROVIDE WIRING DEVICES AND COVER PLATES IN COLOR(S) SELECTED BY ARCHITECT. THE COLOR OF THE WIRING DEVICE AND COVER PLATE SHALL BE THE SAME UNLESS SPECIFICALLY NOTED OTHERWISE.
25. RECEPTACLE WEATHERPROOF COVERS SHALL BE LISTED "EXTRA DUTY", LOCAKBLE, METAL, IN-USE TYPE.
25.1. GROUND FAULT CIRCUIT INTERRUPTER DUPLEX OUTLETS INSTALLED OUTDOORS SHALL BE "WEATHER RESISTANT", (WR) LISTED.
26. ALL CONDUITS PASSING THROUGH A BUILDING SHOULD BE METALLIC PER NEC ART.690.31E.
27. FOR ROOF PENETRATIONS, REFER TO ARCHITECTURAL PLANS FOR INSTALLATION REQUIREMENTS.
28. FOR WALL PENETRATION INSTALLATIONS, REFER TO ARCHITECTURAL PLANS FOR REQUIREMENTS.
29. PROVIDE "LOCK-ON" DEVICE FOR ALL CIRCUIT BREAKERS ON EMERGENCY DEDICATED CIRCUITS.
30. DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC. CONTRACTOR SHALL ACCEPT RESPONSIBILITY IN FAMILIARIZING THEMSELVES WITH ARCHITECTURAL AND STRUCTURAL CONDITIONS ALONG WITH INHERENT SPACE LIMITATIONS. WITH THAT UNDERSTANDING SHALL PROVIDE ALL ITEMS OF LABOR, MATERIALS AND TOOLS REQUIRED TO PROVIDE A COMPLETE INSTALLATION.
31. PROVIDE SWITCHED/CONTROLLED RECEPTACLES WITH PERMANENT MARKINGS PER THE CALIFORNIA ENERGY CODE. MARKING SHALL BE AS PROVIDED BY THE MANUFACTURER OF THE RECEPTACLE, STAMPED INTO THE FACE (IE, LEVITON #5362-1PW OR EQUAL.) SYMBOL SHALL BE OF CONTRASTING COLOR TO THE DEVICE COLOR.
32. PROVIDE DATA SHEETS FOR ALL ELECTRICAL AND LOW VOLTAGE EQUIPMENT (INCLUDING BUT NOT LIMITED TO LIGHTING CONTROLS, FIRE ALARM, INTRUSION ALARM, CCTV, ACCESS
CONTROL, INTERCOM, DATA/TELECOMMUNICATIONS AND SOUND REINFORCEMENT SYSTEMS) INCLUDED IN THIS PROJECT FOR REVIEW AND APPROVAL PRIOR TO ORDERING ANY EQUIPMENT OR DEVICES. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS.
33. SUBMIT SHOP DRAWINGS FOR ALL ELECTRICAL AND LOW VOLTAGE SYSTEMS (INCLUDING BUT NOT LIMITED TO LIGHTING CONTROLS, FIRE ALARM, INTRUSION ALARM, CCTV, ACCESS
CONTROL, INTERCOM, DATA/TELECOMMUNICATIONS AND SOUND REINFORCEMENT SYSTEMS) FOR REVIEW AND APPROVAL PRIOR TO THE INSTALLATION OF ANY EQUIPMENT, DEVICES, RACEWAY OR WIRING. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS.
GENERAL NOTES
LENGTH OF CONDUCTOR
WIRE SIZE IN (GAUGE)
#12 #10 #8 #6 #4
1200VA 74 121 183 284 434
1560VA 57 93 141 218 334
1800VA 49 81 122 189 289
1920VA 46 76 115 178 271
2340VA 62 94 146 223
2880VA 51 76 118 181
3000VA 48 73 114 174
3900VA 56 87 134
4800VAX 46 71 108
NOTES
1. THIS CHART IS FOR COPPER CONDUCTORS ONLY.
2. THIS CHART ASSUMES AN 80% POWER FACTOR AND STEEL RACEWAYS.
3. 2019 CALIFORNIA ENERGY CODE, 130.5(c) ALLOWS A MAXIMUM COMBINED VOLTAGE DROP OF 5%. THIS CHART ASSUMES A MAXIMUM DROP OF 3% FOR FEEDERS. THIS CHART PROVIDES THE MAXIMUM LENGTH OF CONDUCTORS FOR LESS THAN 2% VOLTAGE DROP ON A BRANCH CIRCUIT AT GIVEN VA LOAD.
4. USE WIRE SIZE FROM THIS CHART UNLESS LARGER CONDUCTOR SIZES ARE NOTED ON THE DRAWINGS.
5. FOR VA VALUES NOT SHOWN USE NEXT HIGHEST VALUE FROM THE CHART 120V BRANCH CIRCUIT
VOLT DROP CONDUCTOR LENGTH CHART XXXX XX
LOAD IN
VOLT
AMPERES
ABBREVIATION LIST @A
AC
A/C
AER
AF
AFF
AIC
AT
AWG
BC
BD
BFC
BRKR
BLDG
BPS C
C/B
CIRC
CLG
CO
CONT
CU
CWP
(D)
DC
DISC
DP
(E)
E/W
EA
EL
ELEC
EM
EMT
EOL
EQUIP
(ER)
EWC
EWH
(F)
FACP
FAEP
FATC
FBO
FLUOR
FT
GA
GFCI
GLZ
GND
GP
GYP
HID
HP
HT
HZ
IMC
IN
ISC
(RMS SYMMETRICAL)
ISO
J-BOX
KCMIL
KVA
KW
LC
LV
MCM
MECH
MDP
MH
MISC
MLO
MPOE
MSB
(N)
NIC
NIES
PLANS & SPECS.
NL
NO, #
NTS
OC.
OFOI P
PB
PFB
MOUNTING HARDWARE
PDZ
PFCT
TRANSFORMER
PH, Ø
PLYWD
PNL
PR
PVC
(R)
REQ'D
RM
RMC
(RR)
SDZ
SKZ
SPEC
STC
SQ
SW
TEL
TGB
BUSBAR
TMGB
GROUNDING BUSBAR
TTB
TYP
UG
UON V
WP
WT W
W/
XFMR &
AT
AMPERE
ALTERNATING CURRENT
AIR CONDITIONING
ARC ENERGY REDUCTION
AMP FRAME RATING OR
ABOVE FINISHED FLOOR
AMPERES INTERRUPTING CAPACITY
AMP TRIP SETTING
AMERICAN WIRE GAUGE
BARE COPPER
BOARD
BELOW FINISHED CEILING
BREAKER
BUILDING
BOOSTER POWER SUPPLY
CONDUIT
CIRCUIT BREAKER
CIRCUIT
CEILING
CONDUIT ONLY, WITH PULL LINE
CONTINUOUS
COPPER
METALLIC COLD WATER PIPE
DEMOLISH
DIRECT CURRENT
DISCONNECT
DISTRIBUTION PANEL
EXISTING
EACH WITH
EACH
EVENING LIGHT
ELECTRIC
EMERGENCY
ELECTRICAL METALLIC TUBING
END OF LINE DEVICE
EQUIPMENT
EXISTING RELOCATED
ELECTRICAL WATER COOLER
ELECTRIC WATER HEATER
FUTURE
FIRE ALARM CONTROL PANEL
FIRE ALARM EXTENDER PANEL
FIRE ALARM TERMINAL CABINET
FURNISHED BY OTHERS
FLUORESCENT
FOOT
GAUGE
GROUND FAULT CIRCUIT INTERRUPT
GENERAL LIGHTING ZONE
GROUND
METALLIC GAS PIPE
GYPSUM
HIGH INTENSITY DISCHARGE
HORSE POWER
HEIGHT
HERTZ
INTERMEDIATE METALLIC CONDUIT
INCH
SHORT CIRCUIT CURRENT
ISOLATED
JUNCTION BOX
THOUSAND CIRCULAR MILLS
KILO VOLT AMP
KILOWATT
LIGHTING CONTROL PANEL
LOW VOLTAGE
THOUSAND CIRCULAR MILLS
MECHANICAL
MAIN DISTRIBUTION PANEL
METAL HALIDE
MISCELLANEOUS
MAIN LUGS ONLY
MAIN POINT OF ENTRY
MAIN SWITCHBOARD
NEW
NOT IN CONTRACT
NOT IN ELECTRICAL SECTION OF THESE
NIGHT LIGHT
NUMBER
NOT TO SCALE
ON CENTER
OWNER FURNISHED, OWNER INSTALLED
POLE
PULL BOX
PROVISION FOR FUTURE BREAKER W/
PRIMARY DAYLIT ZONE
PROVISION FOR FUTURE CURRENT
PHASE
PLYWOOD
PANEL
PAIR
POLYVINYL CHLORIDE CONDUIT