Wastewater Treatment Plant Group A–Liquid Stream...
Transcript of Wastewater Treatment Plant Group A–Liquid Stream...
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WBG031014203505BOI
City of Nampa Wastewater Treatment Plant Phase I Upgrades: Group A–Liquid Stream Upgrades
December 2014
Volume 6—Supplementary InformationVolume 5—Design DetailsVolume 3—Specifications (Division 26 through Division 44)Volume 2—Specifications (Division 02 through Division 23)Volume 1—Specifications (Division 00 through Division 01)
City of Nampa, Idaho Nampa WWTP Phase 1 Upgrades - Project Group A
Index for Design Details
1 DECEMBER 2014 INDEX FOR DESIGN DETAILS
Detail Detail
Number Description
SERIES 0300 CONCRETE
0310‐051 FORM SNAP‐TIE HOLE
0315‐001 PLASTIC WATERSTOP
0315‐003 HYDROPHILIC/GROOVE WATERSTOP
0315‐011 WATERSTOP JOINTS
0315‐012 WATERSTOP CONNECTION
0315‐021 WATERSTOP PROTECTOR
0315‐131 WALL CONSTRUCTION JOINT SPACING
0315‐133 CONCRETE PLACEMENT SEQUENCE
0315‐141 SLAB CONSTRUCTION JOINT
0315‐142 SLAB CONSTRUCTION JOINT
0315‐151 WALL VERTICAL CONSTRUCTION JOINT
0315‐154 WALL BASE CONSTRUCTION JOINT
0315‐192 BUILDING SLAB ON GRADE SAWN CONTROL JOINT
0315‐211 BASE SLAB EXPANSION JOINT
0315‐212 BASE SLAB EXPANSION JOINT
0315‐216 ELEVATED SLAB EXPANSION JOINT
0315‐228 SLAB EXPANSION JOINT TREATMENT
0315‐232 WALL VERTICAL EXPANSION JOINT
0315‐233 WALL VERTICAL EXPANSION JOINT
0315‐239 WALL EXPANSION JOINT TREATMENT
0315‐253 WALL OR SLAB FUTURE CONSTRUCTION
0330‐001 OPENING REINFORCING
0330‐002 OPENING REINFORCING
0330‐003 TYPICAL WALL CORNER AND INTERSECTION REINFORCING
0330‐004 REINFORCING AT HORIZONTAL CONSTRUCTION JOINT
0330‐005 VERTICAL WALL REINFORCING / DOWEL PLACEMENT
0330‐016 PIPE ENCASEMENT
0330‐017 PIPE ENCASEMENT
0330‐018 PIPE ENCASEMENT AT SLAB
0330‐020 CONCRETE CLOSURE COLLAR
0330‐021 PIPE COLLAR
City of Nampa, Idaho Nampa WWTP Phase 1 Upgrades - Project Group A
Index for Design Details
2 DECEMBER 2014 INDEX FOR DESIGN DETAILS
Detail Detail
Number Description
SERIES 0300 CONCRETE (CONTINUED)
0330‐041 SLAB AT DOOR OPENING
0330‐051 STAIR LANDING
0330‐056 CONCRETE EQUIPMENT PAD ‐ TYPE A DETAIL 1 OF 5
0330‐056 CONCRETE EQUIPMENT PAD ‐ TYPE C DETAIL 2 OF 5
0330‐056 CONCRETE EQUIPMENT PAD ‐ TYPE G DETAIL 3 OF 5
0330‐056 CONCRETE EQUIPMENT PAD ‐ TYPE H DETAIL 4 OF 5
0330‐056 CONCRETE EQUIPMENT PAD – NOTES DETAIL 5 OF 5
0330‐057 ANCHOR BOLT DETAILS
0330‐061A PIPE SUPPORT – CONCRETE SADDLE – DETAIL 1 OF 2
0330‐061B PIPE SUPPORT – CONCRETE SADDLE – DETAIL 2 OF 2
0330‐080 CONCRETE CURB
0330‐083 CONCRETE STEP
0330‐101 CONNECTION OF NEW CONCRETE TO EXISTING
0330‐105 ADHESIVE DOWEL
SERIES 0400 MASONRY
0422‐001 CMU WALL CORNERS (SINGLE AND DOUBLE MAT)
0422‐002 CMU OPENING REINFORCING
0422‐003 CMU OPENING REINFORCING
0422‐004 REINFORCED CMU WALL
0422‐005 CMU WALL PIER
0422‐006 CMU WALL COLUMN
0422‐046 MASONRY ANCHOR BOLT
SERIES 0500 METALS
0514‐020 TYPICAL BEAM CONNECTION – ALUMINUM
0514‐056 BEAM/WALL CONNECTION ‐ ALUMINUM
0521‐002 STEEL JOIST SEAT/EXTERIOR WALL
0521‐022 TYPICAL K JOIST BRIDGING
0521‐023 JOIST BRIDGING/WALL CONNECTION
0531‐001 DECKING LEDGER SUPPORT ANGLE
City of Nampa, Idaho Nampa WWTP Phase 1 Upgrades - Project Group A
Index for Design Details
3 DECEMBER 2014 INDEX FOR DESIGN DETAILS
Detail Detail
Number Description
SERIES 0500 METALS (CONTINUED)
0531‐016 METAL DECK/NON‐BEARING WALL CLOSURE PLATE
0531‐021 ROOF DECK OPENING
0551‐001A STAIR DETAILS – ALUMINUM DETAIL 1 OF 2
0551‐001B STAIR DETAILS – ALUMINUM DETAIL 2 OF 2
0551‐002 STAIR LANDING WITH SUPPORTS – ALUMINUM
0552‐001 RAILING ‐ 3 RAIL – ALUMINUM ‐ DETAIL 1 OF 4
0552‐001 RAILING W/ EXTENSION – 3 RAIL STAIR – ALUMINUM ‐ DETAIL 2 OF 4
0552‐001 RAILING POST ANCHORAGE TYPE A – ALUMINUM DETAIL 3 OF 4
0552‐001 RAILING POST ANCHORAGE TYPE D – ALUMINUM DETAIL 4 OF 4
0553‐001 HYDROPHILIC/GROOVE WATERSTOP
0554‐001 CHECKERED FLOOR PLATE – ALUMINUM
0558‐002 BEAM SEAT CLOSURE PLATE
0559‐031 WEIR DETAILS
SERIES 0600 WOOD, PLASTIC, AND COMPOSITES
0682‐041 WEIR DETAILS
SERIES 0700 THERMAL AND MOISTURE PROTECTION
0753‐002 COPING (MASONRY WALL)
0753‐004 BASE FLASHING
0753‐006 ROOF/OVERFLOW DRAIN (METAL DECK)
0762‐003 OVERFLOW/ROOF DRAIN NOZZLE
0762‐004 SPLASHBLOCK
SERIES 0800 OPENINGS
0811‐003 HM DOOR HEAD (CMU)
0811‐004 HM DOOR JAMB (CMU)
0851‐002 WINDOW HEAD AND SILL
0871‐001 DOOR SILL
0890‐002 LOUVER HEAD AND SILL
City of Nampa, Idaho Nampa WWTP Phase 1 Upgrades - Project Group A
Index for Design Details
4 DECEMBER 2014 INDEX FOR DESIGN DETAILS
Detail Detail
Number Description
SERIES 1000 SPECIALTIES
1014‐013 ROOF DRAIN SIGN
1014‐014 OVERFLOW ROOF DRAIN SIGN
1014‐015 PEPS ELECTRICAL BUILDING SIGN
1014‐016 AERATION BASIN 3 SIGN
SERIES 2200 PLUMBING
2210‐725 TYPICAL HOSE REEL – POST MOUNT
SERIES 2300 HVAC
2331‐102 TYPICAL DUCT SUPPORT
2377‐100 CONDENSATE DRAIN TRAP
SERIES 2600 ELECTRICAL
2605‐002 DEVICE MOUNTING, WALL OR COLUMN
2605‐003b DEVICE MOUNTING, NON FUSED DISCONNECT SWITCH
2605‐004 DEVICE MOUNTING, AT RAILING
2605‐005b DEVICE MOUNTING, MOTOR CONTROL STATION
2605‐007b DEVICE MOUNTING, RAILING MOUNTED EQUIPMENT SUPPORT
2605‐007c DEVICE MOUNTING, RAILING MOUNTED EQUIPMENT SUPPORT
2605‐011a DEVICE MOUNTING, PEDESTAL
2605‐011b DEVICE MOUNTING, PEDESTAL
2605‐013 DEVICE MOUNTING, AT RAILING
2605‐100b TERMINATION OF SHIELDED INSTRUMENTATION CABLE
2605‐101 MSC CABLE TERMINATION
2605‐202 GROUND TEST WELL
2605‐203 CONDUIT GROUNDING
2605‐204 PAD MOUNTED TRANSFORMER GROUNDING
2605‐206 GROUND ELECTRODE
2605‐208 GROUND BUS
2605‐300 CONDUIT RACKING SYSTEM
2605‐301 CONDUIT RACKING SYSTEM
City of Nampa, Idaho Nampa WWTP Phase 1 Upgrades - Project Group A
Index for Design Details
5 DECEMBER 2014 INDEX FOR DESIGN DETAILS
Detail Detail
Number Description
SERIES 2600 ELECTRICAL (CONTINUED)
2605‐302 CONDUIT RACKING SYSTEM, VERTICAL
2605‐303 CONDUIT TO EQUIPMENT FROM CEILING
2605‐304 CONDUIT ENTRANCE
2605‐305 CONDUIT TRANSITION AND SUPPORT
2605‐307 CONDUIT UNDERGROUND ENTRANCE
2605‐308b WATERTIGHT WALL CONDUIT SEAL
2605‐309 FLUSH CONDUIT STUB
2605‐310 SLAB PENETRATION
2605‐312 FLASHING
2605‐400b DUCT BANK
2605‐400c DUCT BANK
2605‐420 UNDERGROUND CONDUIT IN NON‐PAVED AREAS
2605‐423b TRENCH AND CONDUIT PLACEMENT
2605‐424 TRAFFIC TRENCH AC TOPPING
2605‐443a MANHOLE‐WITH GROUNDING
2605‐443b MANHOLE‐WITH GROUNDING
2605‐444 HANDHOLE
2605‐445 CONDUIT HANDHOLE/MANHOLE ENTRANCE
2605‐446 CONDUIT HANDHOLE/MANHOLE ENTRANCE
2605‐448 CABLE RACK
2605‐700 CABLE TRAY SUPPORT
2605‐702 CONDUIT DROP INTO CABLE TRAY
2605‐703 OVERHEAD FEED FROM CABLE TRAY
2605‐704 UNDERFLOOR FEED FROM CABLE TRAY
2622‐006 TRANSFORMER MOUNTING
2622‐007 DRY TYPE TRANSFORMER MOUNTING
2650‐003 TYPICAL LIGHT POLE BASE IN SUPPORT WALL
2650‐004 TYPICAL LIGHT POLE BASE TO STEEL SUPPORT BEAMS
2650‐102 EXTERIOR BUILDING LIGHT CONTROL
2650‐105 MULTI‐POLE LIGHTING CONTACTOR CONTROL
2656‐207 PAVED AREA LIGHT POLE FOOTING
City of Nampa, Idaho Nampa WWTP Phase 1 Upgrades - Project Group A
Index for Design Details
6 DECEMBER 2014 INDEX FOR DESIGN DETAILS
Detail Detail
Number Description
SERIES 3100 EARTHWORK
3123‐120 TYPICAL PIPE TRENCH CROSSING
3123‐918 LAWN AREA TRENCH BACKFILL SECTION
3125‐142 INFILTRATION TRENCH & GALLERY
SERIES 3200 EXTERIOR IMPROVEMENTS
3212‐211 TYPICAL AC PAVEMENT SECTION
3213‐241 TYPICAL CONCRETE STOOP
3213‐247 SIDEWALK‐STOOP (& STOOP‐FFE) INTERFACE
3215‐260 GRAVEL SURFACING
3231‐410 CHAIN LINK FENCE
SERIES 3300 UTILITIES
3305‐731 PIPE CONNECTION – CONC TO DI
3305‐741 PIPE VENT
SERIES 3400 TRANSPORTATION
3471‐810 TYPICAL BOLLARD
SERIES 4000 PROCESS INTEGRATION
4005‐500 PIPE SUPPORT – SADDLE SUPPORT PEDESTAL TYPE – ADJUSTABLE
4005‐501 PIPE SUPPORT – SADDLE SUPPORT PEDESTAL TYPE – NON‐ADJUSTABLE
4005‐503 PIPE SUPPORT – WALL MOUNT
4005‐508 PIPE SUPPORT – WALL MOUNTED MEDIUM
4005‐511 PIPE FLANGE SUPPORT
4005‐554 OVERHEAD PIPE HANGER
4027‐154 NON‐FREEZE POST HYDRANT
4027‐602 MECHANICAL JOINT WALL PIPE
4027‐604 TYPE B PIPE SLEEVE
4027‐605 STEEL WALL PIPE
4027‐607 WALL PIPE PENETRATION SEAL
4027‐610 WALL PENETRATION SEAL
City of Nampa, Idaho Nampa WWTP Phase 1 Upgrades - Project Group A
Index for Design Details
7 DECEMBER 2014 INDEX FOR DESIGN DETAILS
Detail Detail
Number Description
SERIES 4000 PROCESS INTEGRATION (CONTINUED)
4027‐642 STOP AND DRAIN VALVE BOX
4091‐162G DISSOLVED OXYGEN PROBE INSTALLATION
4091‐210 THERMAL MASS FLOW ELEMENT INSTALLATION FOR PROCESS AIR SERVICE
4091‐219 MAGNETIC FLOWMETER INSTALLATION
4091‐253 ULTRASONIC LEVEL ELEMENT INSTALLATION – CONCRETE ROOF
4091‐265 SUBMERSIBLE LEVEL TRANSDUCER STILLING WELL
4091‐275F TYPICAL FLOAT TYPE LEVEL SWITCH INSTALLATION
4091‐304A PRESSURE SWITCH AND INDICATOR INSTALLATION
4091‐304D OFFLINE ANNULAR SEAL FOR PRESSURE INSTRUMENTS
4091‐305A PRESSURE CONNECTION INSTALLATION
4091‐305B PRESSURE CONNECTION INSTALLATION
4091‐382 CASE MOUNTED INSTRUMENTS – STANCHION
4091‐383 STANCHION SUPPORT FOR CASE MOUNTED INSTRUMENTS
4091‐384 RAIN HOOD INSTALLATION
4091‐385 TYPPICAL HANDRAIL MOUNTING FOR CASE MOUNTED INSTRUMENTS
4091‐386 SHORT WALL MOUNTED PANEL INSTRUMENT INSTALLATION
4091‐388 WALL MOUNTED PANEL OR INSTRUMENT INSTALLATION
4091‐391 SUPPORT BRACKET
4091‐406BG TYPICAL POWER PANEL DISTRIBUTION FOR PANELS WITH EXTERNAL LOCAL UPS
2.
1.
NOTES:
DRY PACK METHOD SHALL BE AS SPECIFIED USING STEEL TOOLS.
SIDE OF W ALL
INSIDE OR W ATER
INSERTS EACH FACE
USE CONICAL TYPE
UNIFORM IN EACH DIRECTION.
APPROXIM ATELY EQUAL HORIZONTALLY AND VERTICALLY AND SHALL BE
THE SPACING OF FORM TIES ON EXPOSED PORTIONS OF W ALLS SHALL BE
SEE NOTES
NONSHRINK GROUT,
FILL W ITH DRY PACK
W ATERSTOP
SPECIFIED, TYP
DEPTH OF CONE AS
EXPOSED FACE OF W ALL
0310-051.dgn 12/2/2014
NTS
FORM SNAP-TIE HOLE
0310-051
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0315-001.dgn 12/2/2014
SIZE
4"
6"
9"
4
6
8
TYP
5/32"
4"x3/16"
6"x3/8"
9"x3/8"
3/16"
3/8"
3/16"
3/8"
1"
7/8"
1.
2.
3.
4.
NON-ROUND CENTER BULBS SHALL HAVE A MINIM UM OUTSIDE DIMENSION OF 'D'.
SEE SPLICE DETAIL
"A"
NOTES:
ALL RIBS, TYP
1/8" PROJECTION
@ CTR BULB
THICKNESS
"B"-MIN STEM THICKNESS
"E"-MIN BULB
FACE OF W S
EA SIDE, EA
NO. OF RIBS
"F"-APPROXIM ATE
OUTSIDE DIA
"D"-CENTER BULB
@ OUTSIDE
THICKNESS
"C"-MIN STEM
CONSTRUCTION JOINTS.
SIMILAR W ATERSTOPS W ITHOUT CENTER BULB M AY BE SUBSTITUTED AT
BULB TYPE W ATERSTOP SHOW N IS REQUIRED FOR EXPANSION AND CONTROL JOINTS.
SHOW N OTHERW ISE.
USE 6 INCH W ATERSTOPS IN ALL CONSTRUCTION JOINTS UNLESS SPECIFICALLY
3/8" 3/8"
3/4" 1/4"
1/4"
1/4"
"A" "B" "C" "D" "E" "F"
0315-011
0315-001
NTS
PLASTIC W ATERSTOP
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
VERTICAL ELL VERTICAL TEE VERTICAL CROSS
FLAT ELL FLAT CROSS
ALL W ELDS SHALL BE PER W ATERSTOP M ANUFACTURER'S RECOM MENDATIONS.
NOTE:
FLAT TEE
JOINTS
SHOW N BELOW FOR IN-PLANE
JOINTS & W ELD SIMILAR AS
MITER CORNERS OF VERTICAL
W ELD
SECONDW ELD
FIRST
W ELD
SECOND
W ELD
FIRST
W ELD
THIRD
0315-011.dgn 12/2/2014
NTS
W ATERSTOP JOINTS
0315-011
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
CONCRETE WALL
NOTES:
SUBMIT DETAILS OF SPLICING AND LOCATION.
5.
4.
1.
2.
3.
FOR CONCRETE PLACEMENT SEQUENCE, SEE
FOR PLASTIC WATERSTOP DETAILS, SEE
0315-133
SLAB
CONCRETE
SLAB JOINT
WATERSTOP IN BASE
WALL JOINT
WS IN VERTICAL
SEE NOTE 3.
INTERSECTIONS,
BOND WS AT ALL
BASE SLAB JOINT
FOOTING OR
WS IN WALL
OR BASE SLAB
CONCRETE FOOTING
TO CONTINUOUS LONGITUDINAL WATERSTOP IN WALL BASE FOR COMPLETE SEAL.
BOND OR SPLICE ALL HORIZONTAL TRANSVERSE WATERSTOPS IN BASE SLAB JOINTS
WATERSTOP IN WALL BASE FOR COMPLETE SEAL, SEE FLAT CROSS JOINT.
BOND OR SPLICE ALL VERTICAL WATERSTOPS IN WALL JOINTS TO LONGITUDINAL
0315-154
0315-011
0315-001
0315-012.dgn 2014\12\08
NTS
WATERSTOP CONNECTION
0315-012
SEE
CONSTRUCTION JOINT,
WS IN WALL BASE
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
6"
M AX
6"
MA
X
1 1/4"
3/4
"1 1/4"
1 1/2"
4 1/2"
1.
2.
3.
NOTES:
CORNER DETAIL
0315-001
PROTECTORS
W ATERSTOP
12 GA SST
SLAB
W ALL OR
CLAND JOINTS.
ALL EDGES, CORNERS,
PROVIDE SEALANT AT
PLATE AT FREE ENDS.
12 GAGE SST CLOSURE
PROVIDE W ATERTIGHT
SEE NOTE 3
CENTERS EA SIDE,
STAGGER FOR 2'-0"
ANCHORS @ 1'-0" OC,
3/8" DIA SST ADHESIVE
PROTECTIVE CAPS
SEE
CTRD IN W ALL OR SLAB,
6" PLASTIC W ATERSTOP
SEE .
THREADED CONNECTORS,
REBAR MECHANICAL
ANCHORS TO CLEAR
ADJUST SPACING OF
W HERE APPLICABLE,
PLATE CONTINUOUS
12 GA SST
SEE NOTE 3
SEE
FOR FUTURE CONSTRUCTION,
THREADED CONNECTORS
DOW ELS W / MECHANICAL
MAX
1/4"
3/4
"
0315-253
0315-253
0315-021.dgn 12/2/2014
NTS
W ATERSTOP PROTECTOR
0315-021
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
10'-0" MIN
20'-0" M AX
40'-0" M AX
CJ SPACING
10'-0" MIN
20'-0" M AX
1.
2.
CJ S
PA
CIN
G
40
'-0
" M
AX
CJ S
PA
CIN
G
10
'-0
" M
IN
20
'-0
" M
AX
20
'-0
" M
AX
LOCATE W ALL CONSTRUCTION JOINTS AS SHOW N, UNLESS INDICATED OTHERW ISE.
40'-0" M AX
CJ SPACING
10'-0" MIN
20'-0" M AX
10
'-0
" M
IN4
0'-
0" M
AX
POURS W ITH SPECIFICATION 03 30 00.
COORDINATE CONSTRUCTION JOINT LOCATIONS AND TIME BETW EEN CONCRETE
0315-151
PLAN
NOTES:
SEE
VERTICAL CJ, TYP
0315-131.dgn 12/2/2014
NTS
W ALL CONSTRUCTION JOINT SPACING
0315-131
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
STEP 2
STEP 4
STEP 3
STEP 1
STEP 1
STEP 2
STEP 3
STEP 4
FINISH PLACING CONCRETE ABOVE THE W ATERSTOP TO TOP OF SLAB.
CONCRETE SLAB
PLASTIC W ATERSTOP
NOTES:
SEE PLANS
FOR JOINT TYPE,
SLAB AND FOOTING POURS W ITH HORIZONTALLY PLACED PLASTIC W ATERSTOPS.
PLACEMENT SEQUENCE SHOW N REQUIRED ON BOTH SIDES OF JOINTS, IN ALL CONCRETE
THOROUGHLY.
PLACE CONCRETE BELOW W ATERSTOP FIRST, REM OVE ALL AIR VOIDS BY VIBRATING
IMPRESSION, PROCEED W ITH STEP 3.
LARGER THAN 1/4 INCH IN DIAMETER IS PRESENT ANYW HERE IN THE W ATERSTOP
END. IF A CONTINUOUS IMPRESSION IS CONFIRMED, PROCEED W ITH STEP 4. IF A VOID
CONCRETE. CONTINUE THIS PROCEDURE ALONG THE ENTIRE POURED JOINT, END TO
OF THE W ATERSTOP, INCLUDING EDGE OF BULB, SHOULD BE VISIBLE IN THE FRESH
TO CONFIRM THERE ARE NO AIR VOIDS, LIFT W ATERSTOP. A CONTINUOUS IMPRESSION
VIBRATED, AND STEP 2 REPEATED.
IMPRESSION, ADDITIONAL CONCRETE SHALL BE PLACED UNDER THE W ATERSTOP,
IF A VOID LARGER THAN 1/4 INCH IN DIAMETER IS PRESENT IN THE W ATERSTOP
0315-133.dgn 12/2/2014
NTS
CONCRETE PLACEMENT SEQUENCE
0315-133
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
NOTE:
2
1
1'-0" 1'-0"
5"
TYP
FOR CONCRETE PLACEMENT AROUND W ATERSTOP, SEE
SLAB THICKNESS
10"
2" CLR
9"9"
3/8" TOOLED JOINT
#4@ 12"SIDE OF JOINT
2 - #4 CONT EA
THROUGH JOINT
REINF CONTINUOUS
TYP CENTERED SLAB
W ATERSTOP, TYP
BOND TO INTERSECTING
6" PLASTIC W ATERSTOP,
ROUGHEN AND CLEAN
0315-133
0315-141.dgn 12/2/2014
NTS
SLAB CONSTRUCTION JOINT
0315-141
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
2" CLR,
TYP
T
0315-133
WATERSTOP, TYP
TO INTERSECTING
WATERSTOP, BOND
6" PLASTIC
THROUGH JOINT
CONTINUOUS
TYP SLAB REINF
T&B, EA SIDE OF JOINT
TYPICAL SLAB REINF
3/8" TOOLED JOINT
ROUGHEN AND CLEAN
THIC
KN
ES
S
SL
AB
0315-142.dgn 2014\12\08
NTS
SLAB CONSTRUCTION JOINT
0315-142
2.
1.
0315-154
SEE NOTE 2
NOTE:
DETAIL .
WATERSTOP DEPTH = T/2 OR 6 1/2" MAXIMUM WHEN USED IN CONJUNCTION WITH
FOR CONCRETE PLACEMENT AROUND WATERSTOP, SEE
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
ROUGHEN AND CLEAN
FOR LOCATIONS, SEE
ALL REINFORCING CONTINUOUS ACROSS JOINT.1.
2.
NOTES:
PLAN
0315-131
T
T/2
INDICATED ON PLANS
LAP REINF AS
FROM TOP OF W ALL
CONTINUOUS, STOP 1 1/2"
6" PLASTIC W ATERSTOP
TH
ICK
NE
SS
WA
LL
0315-151.dgn 12/2/2014
NTS
W ALL VERTICAL CONSTRUCTION JOINT
0315-151
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
CL
R
SECURE W ATERSTOP IN-PLACE AS SPECIFIED.
1.
2.
EQUAL
NOTES:
3 1
/2"
W ATERSTOP
6" PLASTIC
JOINT
CONSTRUCTION
SEE PLANS
SLAB TOP REINF
LOCATION OF BASE
FACE, 1" CLEAR OF REINFORCEMENT.
FOR W ALLS W ITH SINGLE M AT OF REINFORCING LOCATE W ATERSTOP ON LIQUID
0315-154.dgn 12/2/2014
NTS
W ALL BASE CONSTRUCTION JOINT
0315-154
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0315-192.dgn 2014\12\05
NTS
NTS
1.
T/4
2" 2"
T/2
2" 2"
T/4
SINGLE REINFORCING MAT
DOUBLE REINFORCING MAT
TT
NOTES:
JOINT
1/8" SAWCUT
THROUGH JOINT
BOTTOM BAR CONT
JOINT
TOP BARS AT
TERMINATE ALLJOINT
1/8" SAWCUT
JOINT
CONTINUOUS THROUGH
EVERY OTHER BAR
REINFORCING AND LOCATE SAWCUT.
CONTRACTOR SHALL USE STRING LINE OR OTHER POSITIVE MEANS TO PLACE
BUILDING SLAB ON GRADE SAWN CONTROL JOINT
CONCRETE
PLACEMENT OF SLAB
FILLER 28 DAYS AFTER
FILL WITH JOINT
CONCRETE
PLACEMENT OF SLAB
FILLER 28 DAYS AFTER
FILL WITH JOINT
0315-192
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
1
2
1'-0"6"
FOR CONCRETE PLACEMENT AROUND W ATERSTOP, SEE
CLR
NOTE:
0315-228
0315-133
2"3/4"
5"
10"
EA SIDE OF JT
#4@ 12"
EA SIDE OF JT
2 - #4 CONT
CONCRETE PAD
UNREINFORCED
6"x18"
AT JOINT, TYP
REINFORCING
STOP SLAB
TOOLED EDGE, TYP
3/8" RADIUS
JOINT TREATMENT
W ATERSTOP, TYP
BOND TO INTERSECTING
6" PLASTIC W ATERSTOP
SLAB THICKNESS
ROOFING FELT
2 LAYERS OF
0315-211.dgn 12/2/2014
NTS
BASE SLAB EXPANSION JOINT
0315-211
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
3/4" 2"
CLR
NOTE:
FOR CONCRETE PLACEMENT AROUND W ATERSTOP, SEE
T
T/2
0315-228
0315-133
W ATERSTOP, TYP
BOND TO INTERSECTING
6" PLASTIC W ATERSTOP,
CONCRETE PAD
UNREINFORCED
6" x 1'-6"
ROOFING FELT
2 LAYERS OF
MA
X
5"
TH
ICK
NE
SS
SL
AB
JOINT TREATMENT
AT JOINT, TYP
STOP SLAB REINFORCING
3/8" RADIUS TOOLED EDGE
0315-212.dgn 12/2/2014
NTS
BASE SLAB EXPANSION JOINT
0315-212
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
JOINT TREATMENT
FOR CONCRETE PLACEMENT AROUND W ATERSTOP, SEE
0315-228
0315-133
CLR
2"3/4"
T/2
T
NOTE:
W ATERSTOP, TYP
BOND TO INTERSECTING
6" PLASTIC W ATERSTOP,
MA
X
5"
TH
ICK
NE
SS
SL
AB
AT JOINT, TYP
STOP SLAB REINF
1/2" CHAMFER, TYP
TOOLED EDGE, TYP
3/8" RADIUS
0315-216.dgn 12/2/2014
NTS
ELEVATED SLAB EXPANSION JOINT
0315-216
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
3/4"
3/4"
3"
0315-228.dgn 12/2/2014
NTS
SLAB EXPANSION JOINT TREATMENT
M ATERIAL
BACKUP
W ATERSTOP
LIQUID SIDE SURFACE
SECTION
AT LIQUID HOLDING SLABS
(SEE NOTE 2)
SEALANT
W ATERSTOP
FILLER
PREM OLDED JOINT
JOINT FILLER
BITUMINOUS PREM OLDED
NOTES:
W ATERSTOP
JOINT FILLER, EA SIDE OF
BITUMINOUS PREM OLDED
SECTION
AT NON-LIQUID HOLDING SLABS
CONTAINMENT.
LIQUID HOLDING SLABS INCLUDING AREAS FOR TEMPORARY SECONDARY
EMBEDDED IN FIRST SLAB POUR.
ATTACH PREM OLDED JOINT FILLER W ITH 8d GALVANIZED NAILS @ 1'-0" SPACING
2.
1.
1/2" OF TOP OF SLAB
FILLER TO W ITHIN
POURABLE JOINT
SEALANT
0315-228
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
9" 6"
2"
1.
2.
3.
4.
MIN
0315-012
0315-239
PLAN
NOTES:
1/2" CHAMFER, TYP
AND TO #5 VERTICALS, TYP
DOW EL, TIE TO DOW EL
2 - #3 HAIRPINS AT EA
BASE SLAB, SEE NOTE 4
BOND TO W ATERSTOP IN
9" PLASTIC W ATERSTOP,
CAST THIS W ALL SECTION FIRST
2" CLR
3/4"
1" CLR
T/2
T
1'-6"
TAPE TO BAR FOR W ATERTIGHT SEAL.
1" ID x 2" PLASTIC CAP W ITH 1" POLYSTYRENE BETW EEN END OF DOW EL AND END CAP.
FROM FACE OF W ALL INSTEAD OF T/2 INDICATED.
FOR W ALLS W ITH THICKNESS OF 10" THRU 24". FOR 10" W ALLS LOCATE DOW ELS 4"
COATING AS SPECIFIED.
COATING SHALL CONSIST OF A CORROSION RESISTANT COATING PLUS A LUBRICANT
FROM BOTTOM OF W ALL AND AT 2'-0" M AX SPACING. ALIGN AND TIE-IN-PLACE TO REINF.
1" DIA x 3'-0" SM OOTH COATED BAR DOW ELS. LOCATE AT 1'-0" M AX FROM TOP AND 2'-0"
W ALL, AND SPLICE TO W ATERSTOP IN W ALL BASE CONSTRUCTION JOINT. SEE
BEND VERTICAL JOINT W ATERSTOP OVER TO CENTERLINE OF W ALL IN BOTTOM 2'-0" OF
EXTERIOR FACE
NOTE 3
FACE OF W ALL
INTERIOR (W ATERSIDE)
SEE NOTE 2
2" CLR AT JOINT
HORIZ REINF TO
EXTEND
REINF
TYP VERT
JOINT TREATMENT
SE
E N
OT
E 1
WA
LL
TH
ICK
NE
SS
TYP TYP
0315-232.dgn 12/2/2014
NTS
W ALL VERTICAL EXPANSION JOINT
0315-232
EA FACE AT HAIRPINS, TYP
ADDITIONAL #5 VERT
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
9" 6"
1.FOR W ALLS GREATER THAN 24" THICK.
2.
3.
TYP
MIN
0315-239
NOTES:
PLAN
COATING AS SPECIFIED.
COATING SHALL CONSIST OF A CORROSION RESISTANT COATING PLUS A LUBRICANT
OF W ALL AND AT 2'-0" M AX SPACING. ALIGN AND TIE IN PLACE TO REINFORCING.
1" DIA x 3'-0" SM OOTH COATED STEEL BAR DOW ELS. LOCATE AT 1'-0" M AX FROM T & B
CAST THIS W ALL SECTION FIRST
1'-6"
3/4"
2" CLR
TYP
6"
6"
T/2
T
1" CLR
OF CAP. TAPE TO BAR FOR W ATERTIGHT SEAL.
1" ID x 2" PLASTIC EXP CAP W ITH 1" POLYSTYRENE BETW EEN END OF DOW EL AND END
SEE NOTE 2
TREATMENT
JOINT
#5 VERTICAL
BELOW DOW ELS TIE TO
4" CLR ABOVE AND
SET OF DOW ELS. LOCATE
2 - #3 HAIRPINS AT EA
NOTE 3
AT HAIRPINS
ADDTIONAL #5 EA FACE
AND TO #5 VERTICALS
TIE TO DOW ELS
EA SET OF DOW ELS.
2 - #3 HAIRPINS AT
1/2" CHAMFER, TYP
REINF
TYP VERT
IN BASE SLAB
BOND TO W ATERSTOP
9" PLASTC W ATERSTOP
2" CLR AT JOINT
HORIZ REINF TO
EXTEND
SE
E N
OT
E 1
WA
LL
TH
ICK
NE
SS
0315-233.dgn 12/2/2014
NTS
W ALL VERTICAL EXPANSION JOINT
0315-233
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
PLAN
3/4"
3"
0315-239A.dgn 12/2/2014
W ATERSTOP
IN FIRST W ALL POUR
1'-0" SPACING EMBEDDED
W ITH 8d GALV NAILS AT
OF W ATERSTOP, ATTACH
JOINT FILLER, EA SIDE
BITUMINOUS PREM OLDED
FEET BELOW GRADE
SURFACE TO TW O
EXTERIOR EXPOSED
BEHIND BRICK OR BELOW GRADE
OR EXTERIOR SURFACE
SECONDARY CONTAINMENT)
(INCLUDING AREAS FOR TEMPORARY
LIQUID SIDE SURFACE
INTERIOR EXPOSED SURFACE,
M ATERIAL
BACKUP
JOINT FILLER
PREM OLDED
SEALANT
0315-239
NTS
W ALL EXPANSION JOINT TREATMENT
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
T/2
T/2
1.
2.PROVIDE PROTECTIVE INSERTS FOR THREADED CONNECTORS.
6" PLASTIC W ATERSTOP
FUTURE CONSTRUCTION JOINT
T
NOTES:
PROTECTOR
W ATERSTOP
ON PLANS
OR W ALL REINF OR AS NOTED
SPACING OF CONCRETE SLAB
DOW ELS TO M ATCH SIZE AND
0315-253.dgn 12/2/2014
NTS
W ALL OR SLAB FUTURE CONSTRUCTION
0315-253
JOINT.
DETAILS SHOW N ARE APPLICABLE FOR FUTURE EXPANSION AT A CONSTRUCTION
0315-021
LOCK IN PLACE W / LOCKNUT, TYP
MIDPOINT OF COUPLING SLEEVE AND
ON DOW ELS. THREAD DOW ELS TO
MECHANICAL THREADED CONNECTORS
THREADED CONNECTORS
INTO MECHANICAL
FUTURE REINF THREADED
FUTURE CONCRETE SLAB OR W ALL
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
1'-6"
LAP
2.
3.
4.
5.
6.
OPNG OPNG
1.
DO NOT W ELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS.
FOR OPENINGS LARGER THAN 8'-0", REINFORCE SAME AS FOR 8'-0" OPENINGS.
SEE NOTE 1
PROVIDE MINIM UM LAP, SEE GENERAL STRUCTURAL NOTES.
NOTES:
CUT BAND "B"
STEEL REINF
CUT BAND "A"
STEEL REINF
SEE NOTE 1EA LAYER OF REINF
AT EA CORNER FOR
ADD 1 - #5x4'-0" DIAG
LARGER THAN 8"
OF REINF FOR OPNGS
OPNG +8", IN EA LAYER
1 - #5 HOOP, DIA OF
OTHERW ISE ON PLANS.
STRUCTURES AND ALL STRUCTURAL CONCRETE SLABS UNLESS INDICATED
TYPICAL FOR ALL OPENINGS IN CONCRETE W ALLS OF BELOW GRADE AND HYDRAULIC
0330-001.dgn 12/2/2014
NTS
OPENING REINFORCING
0330-001
TOTAL AREA ON EACH SIDE OF OPENING.
SPACE AT 3 BAR DIAMETERS (OR 3" MINIM UM) ON CENTER. LOCATE HALF OF
CUT, SEE NOTE 6 & 7
EQUAL BAND "B" BARS
TOTAL AREA OF BARS
CUT, SEE NOTE 6 & 7
BAND "A" BARS
BARS EQUAL
TOTAL AREA OF
7.
EXTRA REINFORCEMENT W HICH W ILL FIT, AT THE BAR SPACING IN NOTE 6.
AT OPENINGS W ITHIN 12" OF AN INTERSECTING W ALL OR SLAB, PROVIDE ONLY THE
FACE), INCLUDING DOW ELS AND CORNER BARS, TYPICAL.
PROVIDE A MINIM UM OF 2 "A" BARS AND 2 "B" BARS EACH SIDE OF OPENING (1 EACH
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
"A" BAR
"B" BAR
1.
2.
3.DO NOT W ELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS.
SEE NOTE 1
PROVIDE MINIM UM LAP, SEE GENERAL STRUCTURAL NOTES.
"A" BARS EF
AREA OF 2
NOTES:
ELEVATION
EA LAYER OF REINF
AT EA CORNER FOR
ADD 1 - #5x4'-0" DIAGONAL
OPENINGS
ELEVATED FLOOR LEVEL
LEVEL W ALLS FOR
DOW ELS FROM LOW ER
OPENING. PROVIDE M ATCHING
"A" BARS EF REQD BELOW
EF REQD AND AREA OF 2
SLAB ON GRADE, #5 DIAGONAL
IF OPENING LOCATED ABOVE
HEIGHT
EXTEND FULL STORY
M ATCHING DOW ELS,
OF OPENING W /
EACH FACE, EACH SIDE
AREA OF 2 "B" BARS
SLAB
FLOORW IDTH
8'-0" M AX
LOUVERS
OR
DOORW AY
W INDOW ,
W ALLS UNLESS INDICATED OTHERW ISE ON PLANS.
TYPICAL FOR ALL OPENINGS IN ABOVE GROUND BUILDING CONCRETE
0330-002.dgn 12/2/2014
NTS
OPENING REINFORCING
0330-002
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
NTS
TYPICAL W ALL CORNER AND INTERSECTION REINFORCING
0330-003
NOTE
3
NO
TE
33
NO
TE
3
NOTE
3
"L"
"L
""L
"
NO
TE
3
NO
TE
3
NO
TE
3NOTE
3
SIN
GL
E R
EIN
FO
RC
ING
MA
T
NO
TE
"L"
"L
""L
"
"G
" B
AR
S
"D
" B
AR
S
"F
" B
AR
S
"E
" B
AR
S
DO
UB
LE
RE
INF
OR
CIN
G M
AT
OT
HE
RW
ISE
NO
TE
D
90
° H
OO
K U
NL
ES
S
ST
D A
CI-
318
TY
PIC
AL
NO
TE
5
LA
P, S
EE
3
NOTE
TH
E D
WG
S
AS
NO
TE
D O
N
90
° H
OO
K O
R
ST
D A
CI-
318
SE
E P
LA
NS
"A
" B
AR
S,
"B
" B
AR
S
"C
" B
AR
S
TH
E D
WG
S
AS
NO
TE
D O
N
ST
D H
OO
K O
R
INT
ER
SE
CT
ION
RE
INF
OR
CIN
G
LA
P W
ITH
CO
RN
ER
AN
D
SH
OW
N O
N D
RA
WIN
GS
,
WA
LL
RE
INF
OR
CIN
G A
S
TY
PIC
AL
HO
RIZ
ON
TA
L
SIZ
E A
ND
SP
AC
ING
.
UN
LE
SS
OT
HE
RW
ISE
NO
TE
D,
"B
" A
ND
"C
" B
AR
S A
RE
TH
E S
AM
E S
IZE
AN
D S
PA
CIN
G A
ND
"F
" A
ND
"G
" B
AR
S A
RE
TH
E S
AM
E
OF
TH
E T
WO
RE
INF
OR
CIN
G B
AR
S B
EIN
G S
PL
ICE
D.
"L
AP
LE
NG
TH
" A
S R
EQ
UIR
ED
BY
TH
E G
EN
ER
AL
ST
RU
CT
UR
AL
NO
TE
S.
US
E T
HE
LA
P L
EN
GT
H A
S R
EQ
UIR
ED
FO
R T
HE
SM
AL
LE
R
EX
CE
PT
WH
ER
E O
TH
ER
WIS
E S
HO
WN
ON
TH
E D
RA
WIN
GS
, T
HE
LE
NG
TH
IN
DIC
AT
ED
AS
"N
OT
E 5
" S
HA
LL
BE
EQ
UA
L T
O O
NE
L =
LE
NG
TH
OF
WA
LL
PA
RA
LL
EL
TO
TH
E B
AR
LE
NG
TH
IN
QU
ES
TIO
N.
10 F
EE
T, O
R 1
.0 T
IME
S T
HE
HE
IGH
T O
F T
HE
WA
LL
, E
XC
EP
T T
HA
T I
N N
O C
AS
E S
HA
LL
IT
BE
LE
SS
TH
AN
2 F
EE
T.
EX
CE
PT
WH
ER
E O
TH
ER
WIS
E S
HO
WN
ON
TH
E D
RA
WIN
GS
, T
HE
LE
NG
TH
IN
DIC
AT
ED
AS
"N
OT
E 3
" S
HA
LL
BE
TH
E L
ES
SE
R O
F L
/4,
AS
NO
TE
D F
OR
TH
E R
EIN
FO
RC
ING
BE
TW
EE
N T
HE
CO
RN
ER
S O
R I
NT
ER
SE
CT
ION
S.
TH
E S
IZE
AN
D S
PA
CIN
G S
HA
LL
BE
TH
E S
AM
E A
S T
HE
WA
LL
HO
RIZ
ON
TA
L R
EIN
FO
RC
ING
SH
OW
N O
N T
HE
WA
LL
SE
CT
ION
S O
R
WH
ER
E T
HE
CO
RN
ER
OR
IN
TE
RS
EC
TIO
N R
EIN
FO
RC
ING
SIZ
E A
ND
SP
AC
ING
IS
NO
T S
HO
WN
, N
OT
ED
OR
TA
BU
LA
TE
D O
N T
HE
PL
AN
S,
BA
R S
IZE
AN
D S
PA
CIN
G.
AN
D I
NT
ER
SE
CT
ION
S S
HA
LL
BE
FA
BR
ICA
TE
D A
ND
IN
ST
AL
LE
D W
ITH
SP
LIC
ES
LO
CA
TE
D W
HE
RE
SH
OW
N R
EG
AR
DL
ES
S O
F
AN
D P
ER
MIT
PR
OP
ER
PL
AC
EM
EN
T, F
OR
SIZ
E A
ND
SP
AC
ING
SE
E P
LA
NS
. A
LL
HO
RIZ
ON
TA
L R
EIN
FO
RC
ING
AT
CO
RN
ER
S
TY
PIC
AL
HO
RIZ
ON
TA
L W
AL
L C
OR
NE
R A
ND
IN
TE
RS
EC
TIO
N R
EIN
FO
RC
ING
LA
YO
UT
IS
SH
OW
N T
O A
VO
ID C
ON
GE
ST
ION
NO
TE
S:
6.
5.
4.
3.
2.
1.
INT
ER
SE
CT
ION
RE
INF
OR
CIN
G
WIT
H C
OR
NE
R A
ND
ON
WA
LL
SE
CT
ION
S, L
AP
INT
ER
SE
CT
ION
S A
S S
HO
WN
BE
TW
EE
N C
OR
NE
RS
AN
D
HO
RIZ
WA
LL
RE
INF
OR
CIN
G
NO
TE
5, T
YP
LA
P, S
EE
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0330-004.dgn 12/2/2014
NTS
0330-004
NOTES:
>22
16, 18, 20
12, 14
10
W ALL THICKNESS (INCHES)
#8
#7
#6
#5
MINIM UM BAR SIZE
3.
2.
1.
0330-003
CONSTRUCTION JOINT
AT INTERMEDIATE
AT BASE SLABAT ELEVATED SLAB
4'-
0"
4'-
0"
4'-
0"
CONST JOINT CONST JOINTCONST JOINT
W S
W S
W S
SEE NOTES
@ 6" EF,
HORIZ BARS
SEE NOTES
@ 6" EF,
HORIZ BARS
SEE NOTES
@ 6" EF,
HORIZ BARS
W HICHEVER IS GREATER.
BAR SIZE SHOW N ON THE DRAW INGS OR THE MINIM UM BAR SIZE IN THE TABLE BELOW ,
HORIZONTAL BAR SIZE FOR THE 4’-0” ZONE SHALL BE THE TYPICAL W ALL HORIZONTAL
PROVIDE ADDITIONAL BARS FOR 6” SPACING.
STRUCTURES. W HERE TYPICAL W ALL HORIZONTAL BARS ARE AT 12” SPACING,
HORIZONTAL W ALL CONSTRUCTION JOINTS IN LIQUID CONTAINING AND BELOW -GRADE
PROVIDE HORIZONTAL BARS AT 6” SPACING EACH FACE IN THE FIRST 4’-0” ABOVE ALL
ABOVE, SEE .
PROVIDE CORNER BARS AT 6" SPACING EACH FACE TO LAP W ITH THE BARS SHOW N
REINFORCING AT HORIZONTAL CONSTRUCTION JOINT
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0330-005.dgn 12/2/2014
NTS
0330-005
VERTICAL W ALL REINFORCING / DOW EL PLACEMENT
EMBEDMENT LENGTH
ACI MINIM UM HOOK
SIZE
BAR
EMBED
MIN
#4 7"
#5 9"
#6
#7
#8
#9
#10
11"
12"
14"
16"
17"
W ALL DOW ELS
REINFORCING
W ALL VERTICAL
SLAB REINFORCINGCJ
LENGTH
EMBEDMENT
MIN HOOK
DO
WE
L L
EN
GT
H A
S
RE
QU
IRE
D
LA
P
0315-154
TOP OF SLAB
M AY BE EXTENDED DOW N TO
LAP, W ALL VERTICAL REINFORCING
GREATER THAN REQUIRED
INDICATED ON DRAW INGS IS
W HERE THE DOW EL LENGTH
W ALL SECTIONNOTE:
IS MET, SEE TABLE ABOVE
MINIM UM HOOK EMBEDMENT LENGTH
OF SLAB REINFORCING, PROVIDED
ABOVE BOTH LAYERS OF BOTTOM M AT
HOOKS M AY BE PLACED DIRECTLY
HOOKS ARE SHOW N ON DRAW INGS,
REGARDLESS OF HOW W ALL DOW EL
2.
1.
HOOKS FOR W ALL DOW ELS M AY BE PLACED IN ANY ORIENTATION IN PLAN.
TO AND BE TIED OFF TO BOTTOM M AT OF SLAB REINFORCING.
UNLESS NOTED OTHERW ISE, ALL DOW EL HOOKS SHALL EXTEND
OF SLAB
CONCRETE COVER AT UNDERSIDE
HOOKS HAVE REQUIRED MINIM UM
OF SLAB REINFORCING, PROVIDED
BOTH LAYERS OF BOTTOM M AT
HOOKS M AY BE PLACED AT OR BELOW
HOOKS ARE SHOW N ON DRAW INGS,
REGARDLESS OF HOW W ALL DOW EL
ON
DR
AW
ING
S
IND
ICA
TE
D
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
3" CLR,
0330-016.dgn 12/2/2014
TYP
1.
2.
1'-0" 1'-0"TYP
2 - #5 EACH SIDE
CONSTRUCTION JOINT
SECTION
ENCASEMENT RISER
0330-001
0330-017
0330-018
NOTES:
2'-0"4"
SLAB THICKNESS
AROUND PIPE SEE
TYPICAL OPENING REINF
ENCASEMENT
TIES CONT TO END OF
BOTTOM "U" SECTION OF
AND LARGER, SEE
SECTION APPLIES TO PIPES W / DIAMETERS 18" AND SM ALLER. FOR 20" DIAMETER PIPES
GROSS END AREA
EQUAL TO ENCASEMENT
AREA BELOW VERT PIPE RISER
PROVIDE LEVEL BEARING
TOGETHER. SEE
W HEN PIPE ENCASEMENT IS CLOSER THAN 4" TO SLAB ABOVE, TIE SLAB & ENCASEMENT
IN ALL CONSTRUCTION JOINTS
CONTINUOUS ALL AROUND
HYDROPHILIC W ATERSTOP
ENCASEMENT REINF
TYPICAL PIPE
AROUND
8" MIN ALL
CONTINUOUS
7 - #5
#5 TIES @ 12"
NOTES
GENERAL STRUCTURAL
LAP LENGTH, SEE
NTS
PIPE ENCASEMENT
0330-016
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
H=10 FEET
REINF
PIPE ENCASEMENT TABLE
20 THRU 30
36 THRU 42
48 THRU 54
UP TO 60
8
10
10
10
#5@ 12"
#5@ 12"
#6@ 12"
#6@ 12"
H=20 FEET
REINF
10
10
10
10
#5@ 12"
#6@ 12"
#7@ 12"
#6@ 6"
H=30 FEET
REINF
10
10
10
#5@ 12"
#7@ 12"
#7@ 6"
#7@ 6"
H=40 FEET
REINF
10
10
12
14
#6@ 12"
#6@ 6"
#7@ 6"
#7@ 6"
PIP
E O
D T
YP
EA
CH
FA
CE
3"
CL
R
LA
P L
EN
GT
H
TYP EA SIDE
"REINF" T&B
2.
3.
4.
2"
OPTIONAL CONSTRUCTION JOINT
1.
MIN
4"
5.
"H" IS FILL HEIGHT OR W ATER DEPTH OR COMBINATION ABOVE PIPE.
1 1
/2"
FOR ENCASEMENT AT PIPE RISER, SEE .
6.HYDROPHILIC W ATERSTOP CONTINUOUS ALL AROUND IN ALL CONSTRUCTION JOINTS.
T
TT
T (in) T (in) T (in) T (in)
14
0330-016
0330-016
0330-016
0330-018
NOTES:
(IN.)
PIPE DIA
AND TW O. SEE NOTE 2.
HEAVY DARK LINE INDICATES BREAK BETW EEN ONE LAYER OF REINFORCING
SEE NOTE 2 FOR T = 8"
"REINF" T&B, SEE TABLE.
TOGETHER. SEE .
W HEN PIPE ENCASEMENT CLOSER THAN 4" TO SLAB ABOVE, TIE SLAB & ENCASEMENT
SEE DETAIL .
THIS DETAIL APPLIES TO PIPE DIAMETER OF 20" AND LARGER. FOR SM ALLER THAN 20",
AND SIDES
2" CLR, TYP TOPT
YP
CL
R,
TYP ALL AROUND
LONGITUDINAL,
#4@ 12"
BOTTOM OF SLAB, SEE NOTE 5
6
NOTE
SEE
SIM .
FOR T=8" REINFORCING SHALL BE ONE LAYER AND CENTERED IN SLABS OR W ALLS.
NO
TE
S
ST
RU
CT
UR
AL
SE
E G
EN
ER
AL
PIPE ENCASEMENT
END CLEARANCE, TYP
PLACEMENT AND
AS REQD FOR PIPE
SIDE, ROTATE HOOK
"REINF" TYP EACH
0330-017
0330-017.dgn 12/2/2014
NTS
IMPERIAL3003STRUCTURALCONCRETE
PIPE ENCASEMENT
ENGLISH (US)
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
1.
2.
TYP
#5@ 12"
#5@ 12"1'-0" 1'-0"
SEE NOTE 2
MIN
1
2
MIN
#5@ 12"
TYP
FOR LOCATION & JOINT TYPE
OR CONTROL JOINT, SEE PLANS
CL SLAB EXP, CONTRACTION
TO ALLOW JOINT M OVEMENT (1" MIN)
RUBBER ALL AROUND COUPLING
CLOSED CELLULAR SPONGE
0330-016 0330-017
SECTION
JOINT DETAILNOTES:
10"
4"
2'-0"
10"
10"
4 1
/2"
10"
2'-0"
ENCASEMENT AND BOTTOM OF SLAB IS LESS THAN 4".
TIE PIPE ENCASEMENT TO SLAB AS SHOW N W HEN DISTANCE BETW EEN PIPE
NOT SHOW N
TYPICAL SLAB REINF
OF SLAB ABOVE
1'-0" INTO TOP
EXTEND VERTS & BEND
+6"
LENGTH
COUPLING
JOINT
CONSTRUCTION
AT ENCASEMENT
THICKEN SLAB
SLAB JOINT, SEE SLAB JOINT DETAILS
ENCASEMENT JOINT TYPE SAME AS
#5@ 12", TYP
FOR CONT SEAL
SLAB JOINT
W ATERSTOP IN
JOINT. W ELD TO
IN ENCASEMENT
W ATERSTOP
6" PLASTIC
AT JOINT
DISCONTINUOUS
ENCASEMENT REINF
#5@ 12" TYPICAL
SLAB EXPANSION & CONTROL JOINTS
(W ITHOUT THRUST TIES) AT ALL
LOCATE PIPE FLEX COUPLING
SLAB JOINT
CENTERED ON
PIPE JOINT
6" PLASTIC W S IN ENCASEMENT JOINTS. W ELD TO W S IN SLAB JOINTS.
0330-018.dgn 12/2/2014
NTS
PIPE ENCASEMENT AT SLAB
0330-018
SEE &
PIPE ENCASEMENT REINF
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0330-020NTS
CONCRETE CLOSURE COLLAR
1'-0" 1'-0"
#4x1'-9"@ 12",
MIN 4
2 - #5 HOOPSO
D
PIP
E
TO EACH PIPE
W IRE SECURELY
ROOFING FELT,
EARTH, 6" MIN
UNDISTURBED
M ATERIALL TO
COMPACTED GRANULAR
AROUND,TYP
6" MIN ALL
AROUND, TYP
6" MIN ALL
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
1'-
0"
CO
LL
AR
PIPE
PIPE OD + 2'-0" SQ
#5@ 12" EW
0330-001
PLAN/SECTION
ELEVATION
SHOW N
AND LAP AS
OF OPNG BEND
2 - #5 EA SIDE
PIPE OD + 4"
2 - #5 HOOPS
AROUND PIPE
1'-0", TYP
SEE PLANS
W ALL THICKNESS,
PIPE OD + 4"
2 - #5 HOOPS
PERIMETER
AROUND
#5 @ 12" ALL
FOR STEEL PIPE
SEEP RINGSEE
W ALL OPENING REINF
0330-021.dgn 12/2/2014
NTS
PIPE COLLAR
0330-021
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
4'-0"
INTERIOR
EXTERIOR
THICKNESS
TYP SLAB
W ALL & SLAB EDGE
PJF BEYOND AT BLDG
ROOFING FELT
2 LAYERS
SURFACE
EXTERIOR
OPENING
DOOR
REINF
SLAB
TYPICAL
W IDTH + 2'-0" EA END
ADDL #5 x OPNG
@ DOOR OPNG
STEP DOW N 1'-0"
EXTERIOR FDN W ALL
EA END
W IDTH + 2'-0"
2 ADDL #5 x OPNG
THICKNESS
TYP SLAB
BEARING W ALL
IN INTERIOR
DOOR OPENING
0330-041.dgn 12/2/2014
NTS
SLAB AT DOOR OPENING
0330-041
6" SPACING
TYP FOR
ALTN W /
ADDL #4@ 12"
4'-0"
6" SPACING
ALTN W / TYP FOR
ADDL #4@ 12"
1'-
0"
MIN
W ALL & SLAB EDGE
PJF BEYOND AT BLDG
W IDTH + 2'-0" EA END
2 ADDL #5 x OPNG
REINF CONT
SLAB
TYPICAL
2'-0"
2'-0"
TYP
@ DOOR OPNG
STEP DOW N 1'-0"
INTERIOR FDN W ALL
EA END, TYP
W IDTH + 2'-0"
2 ADDL #5 x OPNG
ROOFING FELT
2 LAYERS
1/2" PJF
1'-
0"
MIN
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
3/4"
3/4" CHAMFER
#3 TIES @ 6"
1 1
/2"
CL
R
1'-
6"
1 1
/2"
CL
R
6"
1'-0"
LANDING W IDTH (SEE PLANS)
10"
4 1
/2"
EW T&B
#4@ 12"
ALL AROUND
3/4"x10" KEYW AY
0330-051.dgn 12/2/2014
NTS
STAIR LANDING
0330-051
EA END
CONNECTORS
THREADED
MECHANICAL
#6 DOW ELS W ITH
3/4" KEYW AY &
2 - #6 T&B, PROVIDE
SEE PLANS
STAIR CONN,
#5 EF
DOW ELS
#4@ 12"
W ALL FORMING
CONNECTORS TO FACILITATE
MECHANICAL THREADED
PROVIDE DOW ELS W /
CONTRACTOR'S OPTION TO
NOTE:
FOR RAILING SEE PLANS.
CONCRETE W ALL
CONTINUOUS
& RAILING ANCHORS
TO CLEAR STAIR
REINFORCING
LOCATE BEAM
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0330-056NTS
1.
2.
TYPE A
NOTES:
0330-101
10" M AX
REQD, 3 1/2" MIN,
PAD HEIGHT AS
CALCULATIONS
ANCHORAGE
OR AS REQUIRED BY
2" MIN ALL AROUND
FOR THICKNESS SEE PLANS
SLAB OR SLAB ON GRADE,
EXST OR NEW SUSPENDED
TO PLACING PAD
ROUGHEN & CLEAN PRIOR
CONSTRUCTION JOINT,
@ 12" OC @ PERIMETER
#4 ADHESIVE DOW EL
3/4" CHAMFER, TYP
EQUIPMENT PAD
EQUIPMENT
FOR PAD HT > 4"
#4@ 12" EW , 1 1/2" CLR
FOR PAD HT < 4",
#3@ 12" EW , 1" CLR
UNLESS NOTED OTHERW ISE.
EQUIPMENT SHALL BE 3 1/2" HIGH,
CONCRETE PADS FOR ELECTRICAL
ANCHORS SPECIFIED.
TO PAD IS REQUIRED, USE CONCRETE
W HEN ANCHORAGE OF EQUIPMENT
GENERAL NOTE:
FOR GENERAL NOTES SEE DETAIL 5 OF 5.
CONCRETE EQUIPMENT PAD - TYPE A DETAIL 1 OF 5
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
DETAIL 2 OF 5
0330-056C.dgn 12/2/2014
NTS
0330-056
CONCRETE EQUIPMENT PAD - TYPE C
GENERAL NOTE:
FOR GENERAL NOTES SEE DETAIL 5 OF 5.
MIN
#4@ 12" EW
1"
"X"
TYPE C
M AX
1 1/2"
THICKNESS NOT SHOW N SEE PLANS
SUSPENDED SLAB; FOR REINF AND
FOR PAD HT > 10"
ADDL #4@ 6"
AROUND
3" MIN ALL
NOTE 7
SEE
OF OPNG EW
2 MIN EA SIDE
BOLT SLEEVE
ANCHOR
CONSTRUCTION JOINT
LARGER)
FOR AB 3/4" OR
PER PAD (#5@ 12"
#4@ 12" MIN 4
OPENINGS > 6"
#4 OR FOR
3/4" CHAMFER, TYP
OF PAD
2 - #4 @ TOP
DETAILS
ANCHOR BOLT
SEE NOTES &
ANCHOR BOLT,
NON-SHRINK GROUT
1 1/2" FLUID
EQUIPMENT BASE4 1/2" MIN ALL AROUND
FORM TO RETAIN GROUT
PLANS & EQUIP MFR
OPNG SIZE, VERIFY W /
OPNG IF "X" > 1'-6"
#4@ 12" BARS AT
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
DETAIL 3 OF 5
0330-056G.dgn 12/2/2014
NTS
0330-056
CONCRETE EQUIPMENT PAD - TYPE G
4"
1
1.5
6"
MIN
MIN
NOTE:
TYPE G
MIN6"
ALL AROUND
EDGE OF SLAB
THICKENED
6"
#5 CONT
CLR FROM TOP SURFACE
#5@ 12" EW AT 2"
TYP
CHAMFER,
3/4"
GRADE
FINISH
SEE NOTE
ANCHORS,
CONCRETE
EQUIPMENT
ON PLANS
NOTED OTHERW ISE
6" MIN, TYP UNLESS
ANCHORS SPECIFIED.
TO PAD IS REQUIRED, USE CONCRETE
W HEN ANCHORAGE OF EQUIPMENT
GENERAL NOTE:
FOR GENERAL NOTES SEE DETAIL 5 OF 5.
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
DETAIL 4 OF 5
0330-056H.dgn 12/2/2014
NTS
0330-056
CONCRETE EQUIPMENT PAD - TYPE H
4"
1
1.5
6"
#5@ 12" EW T&B
MIN
1'-
0"
MIN
MIN
NOTE:
10"
TYPE H
TYP
CHAMFER,
3/4"
ALL AROUND
EDGE OF SLAB
THICKENED 2 - #5 CONT
GRADE
FINISH
EQUIPMENT
SEE NOTE
ANCHORS,
CONCRETEON PLANS
NOTED OTHERW ISE
6" MIN, TYP UNLESS
ANCHORS SPECIFIED.
TO PAD IS REQUIRED, USE CONCRETE
W HEN ANCHORAGE OF EQUIPMENT
GENERAL NOTE:
FOR GENERAL NOTES SEE DETAIL 5 OF 5.
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0330-056NTS
DETAIL 5 OF 5CONCRETE EQUIPMENT PAD NOTES
1.
2.
3.
4.
5.
6.
7.
8.
AB DIA (IN.)
MIN PAD HT (IN.)
1 2
7 10 11 15 18 21 24
1/2 5/8 3/4 7/8 1 1/4 1 3/8 1 1/2 1 3/4
8 1/2 12 1/2 16 1/2
EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS INDICATED OTHERW ISE.
9.
NOTES:
0330-057
INDICATED BY THE M ANUFACTURER AND APPROVED BY THE ENGINEER.
PAD SIZE SHALL BE MINIM UM INDICATED OR AS SHOW N ON THE PLANS OR AS
SHALL BE 8 TIMES THE BOLT DIAMETER.
M OVEMENT OF 1/2" IN ALL HORIZONTAL DIRECTIONS. THE MINIM UM SLEEVE LENGTH
ANCHOR BOLT SLEEVES SHALL BE USED TO PROVIDE MINIM UM ANCHOR BOLT
SURROUNDING FLOOR SLAB AFTER THE EQUIPMENT PAD.
TYPE "D" PAD SHALL BE USED ONLY W HERE SPECIFICALLY INDICATED. PLACE THE
PAD IS BEING PLACED.
A TEMPLATE OR OTHER ACCEPTABLE MEANS, M ATCHING THE BASE PLATE, W HILE
APPROVED BY THE ENGINEER. ANCHOR BOLTS SHALL BE HELD IN POSITION W ITH
BOLTS SHALL BE DETERMINED BY THE EQUIPMENT M ANUFACTURER AND AS
THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD PROJECTION OF THE ANCHOR
SHALL NOT BE EXPOSED TO VIEW .
THE NON-SHRINK GROUT IS PLACED. W EDGES OR SHIMS THAT ARE LEFT IN PLACE
W EDGES, SHIMS, OR LEVELING NUTS SHALL BE USED TO SUPPORT THE BASE W HILE
MINIM UM SHOW N, USE TYPE "B" EQUIPMENT PAD W ITH BLOCKOUT.
EQUIPMENT OR PIPING ELEVATION REQUIRE A PAD HEIGHT LESS THAN THE
KEEP ANCHOR BOLT ABOVE SUPPORTING SLAB (SEE TABLE BELOW ). W HERE
HEIGHT OF PADS SHALL BE MINIM UM REQUIRED FOR ANCHOR BOLT CLEARANCE TO
4" MINIM UM EDGE DISTANCE IN EACH DIRECTION.
AND APPROVED BY THE ENGINEER. ANCHORS SHALL BE INSTALLED W ITH
THAN 3/4" DIAMETER W HEN APPROVED BY THE EQUIPMENT M ANUFACTURER
OF CAST-IN-PLACE ANCHOR BOLTS FOR EQUIPMENT ANCHOR BOLTS LESS
AT CONTRACTOR'S OPTION, CONCRETE ANCHORS M AY BE USED IN LIEU
AFTER BOLTS ARE ALIGNED. SEE .
ANCHOR BOLT DIAMETER. SLEEVES SHALL BE FILLED W ITH NON-SHRINK GROUT
THAN BOLT DIAMETER AND A M AXIM UM INTERNAL DIAMETER 3" GREATER THAN
ANCHOR BOLT SLEEVES SHALL HAVE A MINIM UM INTERNAL DIAMETER 1" GREATER
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0330-057.dgn 12/2/2014
0330-057
NTS
ANCHOR BOLT DETAILS
MIN
d +
1",
MIN
4d
4d
MIN
1.
2.
MFR REQD OR 8d
NO
N-S
HR
INK
GR
OU
T
SL
EE
VE
, S
EE
NO
TE
2
M ATERIAL TO M ATCH BOLT.
12d1"
CLR
1"
CLR
0330-056
EL
EV
AT
ION
AN
CH
OR
BO
LT
BL
OC
KO
UT
MA
CH
INE
RY
AN
CH
OR
BO
LT
DE
TA
IL
NOTES:
AN
CH
OR
BO
LT
RE
TR
OF
IT
BY
MF
R
OR
AS
RE
QD
SIZ
E A
S S
HO
WN
AN
CH
OR
BO
LT
,
OR 8d
MFR REQD
INS
IDE
DIA
ME
TE
R
d +
1",
MIN
BE
AM
SL
AB
OR
ST
RU
CT
UR
AL
TO
P O
F
GR
OU
T
W/
NO
N-S
HR
INK
FIL
L B
LO
CK
OU
T
BO
LT
DE
TA
IL
AN
CH
OR
EQ
UIP
ME
NT
SE
E T
YP
ICA
L
GR
OU
TTO
GR
OU
TIN
G
CA
ST
AN
D P
RIO
R
AF
TE
R C
ON
C I
S
TO
P B
Y C
UT
TIN
G
RE
MO
VE
FO
RM
AT
SL
EE
VE
AS
SP
EC
IFIE
D
AN
CH
OR
BO
LT
SE
E N
OT
E 2
3" D
IA M
IN,
WA
SH
ER
,
1/8
" P
LA
TE
AS
RE
QD
PR
OJE
CT
ION
CO
NC
TO
P O
F
BY
MF
R
OR
AS
RE
QD
SIZ
E A
S S
HO
WN
AN
CH
OR
BO
LT
,
AS
RE
QD
PR
OJE
CT
ION
AL
L A
RO
UN
D
3" C
LR
,
EQ
PT
PA
D
TO
P O
F C
ON
C
OR
BE
AM
CO
NC
SL
AB
PA
D H
EIG
HT
CO
NC
EQ
PT
MIN
12d
TO
P O
F C
ON
C
AS
RE
QD
PR
OJE
CT
ION
AL
L A
RO
UN
D
ED
GE
, C
LE
AN
RO
UG
HE
N
GR
OU
T
NO
N-S
HR
INK
FIL
L W
ITH
AS
RE
QD
DE
PT
H
HO
LE
IN
EX
ST
CO
NC
6d
, 4
" M
IN C
OR
ED
AND NOTES NOT SHOW N SEE
FOR CONCRETE EQUIPMENT PAD DETAILS
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0330-061NTS
DETAIL 1 OF 2
6"D
D/4
2"
2" CLR,
TYP
CL
R
1 1
/2"
60° 60°
NEW OR EXST
CONCRETE SLAB,
SPACING
VERTICAL
#5@ 12" M AX
6"
30°
6"
#3
W ITH 90° HOOK
EMBEDDED DOW ELS
ADHESIVE ANCHOR OR
TO PIPE DURING POURING
FELT SECURE TIGHT
2 LAYERS OF ROOFING
GROUT, POURABLE
1" MIN NON-SHRINK
SEE PLAN
FOR ELEVATION,
TABLE
SADDLE, SEE
W IDTH "B" OF
AT TOP OF CONCRETE
"V", EXTEND TO 1 1/2" CLR
VERTICAL REINFORCING
TYPE "A" SADDLE
(2 x
D, M
AX
)
VA
RIE
S
MININDICATED ON PLANS
PIPE STRAP W HERE
0330-105
PIPE SUPPORT - CONCRETE SADDLE
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0330-061NTS
DETAIL 2 OF 2PIPE SUPPORT - CONCRETE SADDLE
3 3
/4"
2 1
/4"
4"
1 1/2"
PIP
E S
TR
AP
1 1
/2"
2 1
/4"
1/4
"
3/1
6
1 1/2"
18
"
16
"
12
"
10
"
8"
6"
B
WID
TH
SA
DD
LE
#6
@1
2"
#6
@1
2"
#5
@1
2"
#5
@1
2"
#5
@1
2"
#5
@1
2"
V
RE
INF
OR
CIN
G
VE
RT
ICA
L
3/8
"x
3"
3/8
"x
3"
1/4
"x
3"
1/4
"x
2"
3/1
6"x
2 1
/2"
3/1
6"x2"
S
ST
RA
P S
IZE
PIP
E
8'-
0"
6'-
0"
4'-
0"
3'-
0"
2'-
0"
1'-
6"
W
WID
TH
FO
OT
ING
2'-
0"
2'-
0"
2'-
0"
2'-
0"
2'-
0"
2'-
0"
C
DE
PT
H
FO
OT
ING
2 (
EF
)
2 (
EF
)
2 (
EF
)
2 (
EF
)
1 (
CT
RD
)
1 (
CT
RD
)
RE
INF
OR
CIN
G
LA
YE
RS
OF
NO
TE
S:
221111
ST
RA
PS
NO
. O
F
6.
5.
4.
3.
2.
1.
#5
@6
"
#5
@6
"
#5
@1
2"
#5
@1
2"
#5
@1
2"
#5
@1
2"
A
RE
INF
OR
CIN
G
PIP
E S
AD
DL
E T
AB
LE
FA
BR
ICA
TIO
N,
SE
E N
OT
ES
5 &
6
SE
E T
AB
LE
, H
OT
- D
IP G
AL
VA
NIZ
E A
FT
ER
BA
R S
TR
AP
"S
" B
EN
T T
O O
D O
F P
IPE
,
(5/8
" T
HK
FO
R D
> 4
8")
PL
1/2
"x3"x4"
PR
OV
IDE
3/4
" B
Y S
TR
AP
WID
TH
PL
US
1" W
IDE
NE
OP
RE
NE
PA
D B
EL
OW
ST
RA
P.
AT
SU
BM
ER
GE
D C
ON
DIT
ION
S,
ST
RA
P S
HA
LL
BE
ST
AIN
LE
SS
ST
EE
L.
FO
R L
OC
AT
ION
S W
HE
RE
PIP
E S
TR
AP
IS
RE
QU
IRE
D, S
EE
DR
AW
ING
S. U
NL
ES
S I
ND
ICA
TE
D O
TH
ER
WIS
E A
ST
RA
P I
S N
OT
RE
QU
IRE
D.
US
E T
YP
E 'A
' S
AD
DL
E I
N A
LL
LO
CA
TIO
NS
WH
ER
E A
SL
AB
(N
EW
OR
EX
IST
ING
) O
CC
UR
S. U
SE
TY
PE
'B
' IN
OT
HE
R L
OC
AT
ION
S.
FO
RM
3/4
" B
EV
EL
ON
AL
L E
XP
OS
ED
CO
RN
ER
S O
F S
UP
PO
RT
.
TO
HO
OK
AR
OU
ND
VE
RT
ICA
LS
, 1 1
/2" C
LE
AR
OF
CO
NC
RE
TE
FO
R "
B"=
10" O
R T
HIC
KE
R, U
SE
2 L
AY
ER
S O
F R
EIN
FO
RC
ING
, T
UR
N H
OR
IZO
NT
AL
BA
RS
90°
SA
DD
LE
(U
SE
1" D
IA F
OR
D >
48")
LE
VE
LIN
G N
UT
S C
TR
IN
3/4
" D
IA A
NC
HO
R B
OL
TS
WIT
H
12" E
MB
ED
ME
NT
60
"<
D<
72
"
48
"<
D<
60
"
36
"<
D<
48
"
24
"<
D<
36
"
12
"<
D<
24
"
D<
12
"
D
DIA
ME
TE
R
PIP
E
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0330-080NTS
CL
R
1 1
/2" THAN 9"
W IDTH IS LARGER
FACE W HEN CURB
#5@ 12" PLACE EA
W IDTH EXCEEDS 9"
LOCATE EF W HEN
HEIGHT LESS THAN 12"
MIN 2 BARS FOR CURB
HEIGHT EXCEEDS 12".
#5@ 12" W HEN CURB
2 - #5 @ TOP &
ON PLAN
OF CURB AS NOTED
W IDTH AND HEIGHT
CONCRETE CURB
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
T/2
T/2
3/4"
3/4
"
TT
W ALL - PLAN
SLAB - SECTION
0315-003
0330-105
DAM AGE EXISTING REINFORCING
OF SLAB, USE CARE NOT TO
x CONT KEYW AY FULL DEPTH
THEN CHIP TO REM OVE 3/4"
CONCRETE TO 3/4" DEPTH
SAW -CUT SURFACES OF
STRUCTURES, SEE
AND DRY BELOW GRADE
FOR ALL W ATER HOLDING
GRADE STRUCTURES)
(EXTERIOR - DRY BELOW
STRUCTURES)
(INTERIOR - W ATER HOLDING
W ET FACE OF W ALL OR SLAB
EXISTING
DRY FACE
NOTED OTHERW ISE ON PLANS
#6@ 12" TYPICAL UNLESS
CONCRETE, SEE
INTO EXISTING
DRILL AND ADHESIVE ANCHOR
REINFORCING BAR DOW ELS,
SEE NOTES ABOVE
W ET FACE
DRY FACE
0330-101.dgn 12/2/2014
NTS
CONNECTION OF NEW CONCRETE TO EXISTING
0330-101
AND CLEAN
TO FULL 1/4" AMPLITUDE
OF EXISTING CONCRETE
ROUGHEN SURFACE
W ATERSTOP
SURFACE FOR HYDROPHILIC
GRIND CONT SM OOTH
W ATERSTOP
SURFACE FOR HYDROPHILIC
GRIND CONT SM OOTH
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
2.FOLLOW ADHESIVE M ANUFACTURER'S INSTRUCTIONS FOR INSTALLATION.
3.
4.
#7
#6
#5
#4
#3
3 1/2"
4"
5"
6"
7"
12 1/2"
8"
13"
16"
20"
7" 22"
#9 24"NOTES:
#8
2 1/2"
7 1/2"
5"
8"
10 1/2"
14"
15"
11"
MINIM UM
EMBEDMENT A
MINIM UM
EMBEDMENT B
MINIM UM
EDGE DIST
DOW EL
SIZE
T1.
UNLIMITED EDGE DISTANCE
LIMITED EDGE DISTANCE
DOW ELING.
CONFORM TO THE REQUIREMENTS OF SPECIFICATION SECTION 03 63 00, CONCRETE
NEW W ALL OR SLAB
FACE OF EXISTING W ALL OR SLAB
EXISTING REINFORCING
BY ADHESIVE M ANUFACTURER
HOLE DIA AS RECOM MENDED
MINIM UM RECOM MENDED EMBEDMENT IF GREATER.
USE MINIM UM EMBEDMENTS SHOW N, EXCEPT USE M ANUFACTURER'S
ALTERNATING DOW ELS AT MINIM UM EDGE DISTANCE FROM OPPOSITE FACES.
DRAW INGS. W HERE 2 ROW S OF DOW ELS INDICATED, STAGGER SPACING & LOCATE
LOCATE DOW ELS CENTERED IN W ALL OR SLAB UNLESS OTHERW ISE NOTED ON
AND SPACING
FOR SIZE
SEE DRAW INGS
REBAR DOW ELS,
SLAB EXTENSION
NEW W ALL OR
MIN EDGE DISTANCE
MINIM UM EMBEDMENT "B"
T/2, SEE NOTE 4
EMBEDMENT "A"
MINIM UM
EXISTING REINFORCING
STRUCTURAL NOTES
STD LAP LENGTH, SEE GENERAL
END OF EXISTING W ALL OR SLAB
STRUCTURAL NOTES
SEE GENERAL
STD LAP LENGTH,
0330-105.dgn 12/2/2014
NTS
ADHESIVE DOW EL
0330-105
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
2.
LAP
LA
P
LAP
LA
P
3 TYP VERTS
1.
NOTES:
INTERIOR CORNEREXTERIOR CORNER
INTERIOR CORNEREXTERIOR CORNER
BARS SIZE & SPG
M ATCH TYP HORIZ
CORNER BARS
BAR SIZE & SPACING
M ATCH TYP HORIZ
CORNER BARS
CORNERS ONLY
BARS AT
W ITHIN HORIZ
LOCATE VERTS
5 TYP VERTS,VERTS
3 TYP
FAR FACE
HOOK AT
STANDARD 90°
FAR FACE
HOOK AT
STANDARD 90°
VERTS
2 TYP
0422-001.dgn 12/2/2014
NTS
0422-001
W ALLS
OF CELL
1/2" CLR
BARS AT
TYP VERT
CM U W ALL CORNERS (SINGLE & DOUBLE M AT)
DOUBLE M AT PLAN
SINGLE M AT PLAN
LAP=48 BAR DIAMETERS OR 2'-0" MINIM UM UNLESS OTHERW ISE NOTED.
OPENINGS, CONTROL JOINTS, OR CORNERS LESS THAN 6'-0" IN LENGTH.PROVIDE A STANDARD 90° HOOK EACH END ON ANY HORIZONTAL BAR BETW EEN
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0422-002A.dgn 12/2/2014
NTS
CM U OPENING REINFORCING
0422-002
1.
2.
3.
4.
5.
"W "
"H
"
NOTE 1
NO
TE
1
2'-8"
TYP
"D"
NOTE 1
1'-0"
LOCATE #4 ARCH BARS CENTERED IN 8" W ALLS, AND EACH FACE IN 12" W ALLS.
NOTES:
0422-001
OR LESS, UNLESS NOTED OTHERW ISE. SEE PLANS FOR LARGER OPENINGS.
TYPICAL FOR ALL OPENINGS W ITH (W , H, OR D) 2'-0" OR GREATER AND 4'-0"
W ITH M ATCHING FOUNDATION DOW ELS.
AND EACH FACE IN SINGLE GROUT CELL IN 12" W ALLS. LAP 48 BAR DIAMETERS
LOCATE VERTICAL BARS CENTERED IN 2 ADJACENT CELLS IN 8" W ALLS,
REINFORCING AROUND CORNER PER DETAIL
AT OPENINGS LOCATED W ITHIN 2'-8" OF CORNER, CONTINUE HORIZONTAL
CM U OPENING REINFORCING
HORIZONTAL REINFORCING TO 2'-8" BEYOND FURTHEST OPENING.
AT ADJACENT OPENINGS W ITH LESS THAN 8'-0" W ALL BETW EEN, CONTINUE
8" BOND BEAM
SEE NOTES 2 & 3
& BELOW OPNG,
2 - #5 ABOVE
BLOCK
8" LINTEL
SEE NOTE 4
SIDE OF OPNG,
(FULL HT) EA
VERTICAL BARS
2 TYP W ALL
BARS, NOTE 5
#4 TOP ARCH
SOLID GROUT
CIRCULAR OPNG,
BLOCK FOR
SAW CUT
OPNG ABOVE
RECTANGULAR
SHOW N FOR
REINF SIM AS
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
NTS
CM U OPENING REINFORCING
5.
W
<2'-
8"
8"
16
"
24
"
32
"
48
"
- -
1 2 2 2 2
1 1 2 21
1 1 2 3 3
8"
8"
16
"
24
"
24
"
8" W
AL
LS
#3
@8
"
#3@
16"
#3@
24"
CM
U O
PE
NIN
G R
EIN
F S
CH
ED
UL
E
>2'-
8"<
4'-
0"
>4'-
0"<
6'-
0"
>6'-
0"<
8'-
0"
>8'-
0"<
10'-
0"
W
<2'-
8"
8"
16
"
24
"
32
"
48
"
- -
2 2 2 2 2
2 2 2 22
2 2 4 6 6
8"
8"
16
"
24
"
24
"
#3
@8
"
#3@
16"
#3@
24"
>2'-
8"<
4'-
0"
>4'-
0"<
6'-
0"
>6'-
0"<
8'-
0"
>8'-
0"<
10'-
0"
12" W
AL
LS
"W
"
"H"
1.
2.
3.
4.
NO
TE
S:
RE
INF
OR
CIN
G C
ON
TIN
UO
US
TO
2'-
8" B
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ON
D F
UR
TH
ES
T O
PE
NIN
G.
HE
IGH
T. W
HE
RE
TH
ER
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ES
S T
HA
N 8
'-0" B
ET
WE
EN
AD
JA
CE
NT
OP
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S, E
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OF
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ING
EX
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PT
TH
AT
WH
EN
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W" E
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2'-
0", "C
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HA
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EX
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FU
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EX
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"C
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AR
S 4
8 B
AR
DIA
ME
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RS
, B
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'-0
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TO
M
SID
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OP
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S.
"A
" A
ND
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AR
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HA
LL
EX
TE
ND
48
BA
R D
IAM
ET
ER
S,
BU
T N
OT
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SS
TH
AN
2'-
0" E
AC
H
90°
HO
OK
8" L
INT
EL
SE
CT
ION
8" C
MU
WA
LL
12" C
MU
WA
LL
135°
HO
OK
12" L
INT
EL
SE
CT
ION
NO
TE
5
RE
INF
OR
CIN
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DL
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0422-003
WA
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. M
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AN
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RS
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"
BA
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"
BA
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"
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JAM
B
DE
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LIN
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L
SIZ
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SP
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ST
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UP
BA
RS
"A
"
BA
RS
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"
BA
RS
"C
"
WID
TH
JAM
B
WID
TH
JAM
B
WID
TH
JAM
B
DEPTH
LINTEL
IN 1
2" W
AL
LS
)
(1 E
F)
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"
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SE
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SE
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AS
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ST
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UP
S
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TH
AS
"A
" B
AR
S
ST
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UP
, S
AM
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BA
R A
T T
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OF
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TA
L
TY
P W
AL
L
BA
RS
SE
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CH
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OR
CIN
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A"
HO
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ON
TA
L
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TO
M
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INF
OR
CIN
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VE
RT
ICA
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TY
P C
MU
WA
LL
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0422-004A.dgn 12/2/2014
1.
2.
3.
4.
5.
6.
STAGGER SPLICES IN ADJACENT HORIZONTAL BARS IN THE SAME COURSE BY 2'-0".
PROVIDE DOW EL BARS IN FOUNDATION TO M ATCH ALL VERTICAL REINFORCING.
FOR ADDED REINFORCING AT W ALL INTERSECTIONS AND CORNERS, SEE
7.FOR HORIZONTAL REINFORCING AT OPENINGS SEE COLUM N AND PIER DETAILS.
8.DO NOT PLACE VERTICAL CONDUIT IN THE SAME CELL AS VERTICAL REINFORCING.
NOTES:
ELEVATION
0422-003
0422-003
0422-001
REINF
VERT
TYP
REINF
HORIZ
TYP
DETAIL
GROUT EACH SIDE OF OPENING AS NOTED IN TYPICAL OPENING REINFORCING
NOTE 2
SEE
LAP ALL OTHER VERTICAL BARS 72 BAR DIAMETERS.
LAP VERTICAL REINFORCING W ITH W ALL DOW ELS 48 BAR DIAMETERS (2'-0" MIN),
SEE NOTE 2
DIA LAP,
48 BAR
FIRST COURSE
HORIZ BAR IN
COLUM N, SEE NOTE 7
W ALL PIER OR
CONCRETE
TOP OF
SEE NOTE 4
DOW ELS,
REINF SEE
OPENING
CM U
NOTE 8
SEE
STRUCTURAL NOTES.
FACILITY. FOR MINIM UM REINFORCING REQUIREMENTS, SEE GENERAL
FOR TYPICAL W ALL REINFORCING, SEE W ALL SECTIONS AND DETAILS FOR EACH
LEVELS
FLOOR
ROOF AND
AT ALL
W ALL AND
TOP OF
BARS AT
HORIZ
2 TYP
SEE NOTE 2
LAP, TYP,
72 BAR DIA
TYP
MIN,
2'-0"
0422-004
NTS
REINFORCED CM U W ALL
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
NTS
CM U W ALL PIER
0422-005
OP
EN
ING
OP
EN
ING
OP
EN
ING
1/2"
1.
2.
OP
EN
ING
OP
EN
ING
OP
EN
ING
3.
2'-
8" T
O 4
'-0
"
(SE
E N
OT
E 3
)
2'-
8" T
O 4
'-0
"
(SE
E N
OT
E 3
)
WH
ER
E P
IER
S A
RE
CE
NT
ER
ED
BE
LO
W B
EA
M B
EA
RIN
G,
RE
DU
CE
TIE
SP
AC
ING
TO
8".
3'-
4" T
O 6
'-0
"
(SE
E N
OT
E 3
)
3'-
4" T
O 6
'-0
"
(SE
E N
OT
E 3
)
NO
TE
S:
12
" C
MU
WA
LL
CO
RN
ER
PL
AN
CO
RN
ER
PL
AN
8" C
MU
WA
LL
INT
ER
IOR
PL
AN
INT
ER
IOR
PL
AN
0422-0
01
0422-0
03
0422-0
01
0422-0
03
0422-0
03
0422-0
03
0422-0
06
TY
P
PE
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"C
" B
AR
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FA
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BO
ND
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AM
@ 1
6" I
N
#3 T
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AM
EA
FA
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N B
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#3
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6"
TYP
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.
TY
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OF
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ER
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OF
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ER
S
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OR
CIN
G, S
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TY
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OR
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WA
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PIE
RS
2'-
8" A
ND
LE
SS
, S
EE
WA
LL
CO
LU
MN
DE
TA
IL
FO
R 8
" C
MU
WA
LL
PIE
RS
2'-
0" A
ND
LE
SS
, A
ND
FO
R 1
2" C
MU
HO
OK
90°
HO
OK
90°
VE
RT
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TY
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HO
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AM
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#3
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HO
OK
90°
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
2'-
8" O
R L
ES
SO
PE
NIN
G
OP
EN
ING
OP
EN
ING
2'-
8" O
R L
ES
S
1/2"
CLR
2'-
0" O
R L
ES
SO
PE
NIN
G
18
0°
HO
OK
8" C
MU
WA
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CO
RN
ER
PL
AN
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TE
:
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MU
WA
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CO
RN
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PL
AN
INT
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PL
AN
INT
ER
IOR
PL
AN
04
22
-00
10422-0
03
0422-0
03
0422-0
01
0422-0
03
NTS
CM U W ALL COLUM N
0422-006
OP
EN
ING
OP
EN
ING
0422-0
03
2'-
0" O
R L
ES
S
1/2
" C
LR
TY
P
TY
P
PE
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"C
" B
AR
S
BE
AM
BL
OC
K
@ 8
" I
N B
ON
D
#3
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S
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ND
S
135°
BE
AM
BL
OC
K
@ 8
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N B
ON
D
#3
TIE
S
TY
P
PE
R
"C
" B
AR
S
EN
D O
F C
OL
UM
N
TY
P E
AC
H
"C
" B
AR
S P
ER
S
IM
RE
INF
OR
CIN
G, S
EE
TY
P C
OR
NE
R
S
IM
RE
INF
OR
CIN
G, S
EE
TY
P C
OR
NE
R
BE
ND
S
135°
BE
AM
BL
OC
K
IN B
ON
D
#3@
8"
HO
OK
18
0°
GR
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T W
AL
L C
OL
UM
NS
FU
LL
WA
LL
HE
IGH
T.
BE
AM
BL
OC
K
IN B
ON
D
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(4 B
AR
S M
IN I
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N)
TY
P E
AC
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ND
OF
PIE
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" B
AR
S P
ER
S
IM
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
Db
21"+
Db = DIAMETER OF BOLT
"LE
" M
IN"L
E"
MIN
NOTE:
CLR
1/2"
NOTED OTHERW ISE
#5x4'-0" MIN UNLESS
CM U
LENGTH "LE"
EMBEDMENT
HORIZONTAL CELLS
SOLID GROUT
NTS
M ASONRY ANCHOR BOLT
0422-046
BOLT
ALL AROUND
1" MIN GROUT
SEE PLANS
ANCHOR BOLT,
MEMBER
SUPPORTED
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0514-020.dgn 12/2/2014
0514-020
NTS
3
2
1
1.
2.
5"
VARIES2 1/2"
2 3/4"
ALUMINUM
2 1
/2"
2 1
/2"
2 1
/2"
2 1/2"
10 7 1/2"
7-8-9
5-6 1 3"
4
AL 4x4x5/16"
NOTES:
2 1/2" DIMENSION TYPICAL EXCEPT 2" FOR 4" BEAM.
NOTE:
BOLTS AS SPECD
3/4" DIA SST
FL
AN
GE
CO
PE
D B
EA
M
1 1
/4" M
IN @
BEAM W EB
TO ENCLOSED
PROVIDE ADDL BOLT
1 ROW CONN ONLY,
AL 6x4x3/8",
DEPTH, INCHES
NOMINAL BEAM
BOLTS
ROW S OF
OF ANGLE
LENGTH
W EB.
BOLTS TO ENCLOSED
EQUAL TO NUMBER OF
NUMBER OF ROW S IS
ON FRAMING PLANS.
DETAILED OTHERW ISE
SCHEDULE UNLESS
SHALL CONFORM TO
ALL FRAMING CONNECTIONS
TYPICAL BEAM CONNECTION - ALUMINUM
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0514-056.dgn 12/2/2014
0514-056
NTS
BEAM/W ALL CONNECTION - ALUMINUM
2 1/2"3"
4"
TYP
3"
3"3"
4"
TYP
6"
TY
P
3 1/2"
1 1/4"
1 1
/4"
2 1
/2"
2 1
/2"
TY
P
2 1/2"
AL BEAM
BE
AM
DE
PT
HS
7, 8 O
R 9
7" MIN
EMBED
3"3"
6"
3 1/2"
1 1/4"
2 1
/2"
2 1
/2"
TY
P
AL BEAM
TY
P
1 1
/4"
TYP
4"
6"
10
" O
R 1
2"
BE
AM
DE
PT
H
6" MIN
3 1
/2"
6" MIN3 1
/2"
6" MIN
3 1
/2"
EMBED
7" MIN
EMBED
7" MIN
NOTES:
1.2 1/2" DIMENSION TYPICAL EXCEPT 2" FOR 4" BEAMS.
2.
3.
6"
MA
X
DE
PT
H
BE
AM
TURN, AND LOCK W ITH DOUBLE NUT.
SLOTTED HOLES IN BEAM W EB AT ONE END. TIGHTEN NUTS SNUG TIGHT, BACK OFF 1/2
W HERE BOTH ENDS OF BEAM ARE ATTACHED TO A W ALL, PROVIDE LONG HORIZONTALLY
ANCHORS
SST ADHESIVE
W / 4 - 3/4" DIA
SST 4x3 1/2x3/8x0'-8 1/2" LENGTH FOR 4" BEAM)
ANCHORS (0'-2 3/4"
2 - 3/4" DIA SST ADHESIVE
SST 6x4x3/8x0'-3" W /
ANCHORS
SST ADHESIVE
W / 6 - 3/4" DIA
SST 4x3 1/2x3/8x1'-2 1/2"
MIN6"
MIN6"
MIN6"
NO
TE
2
MIN
, S
EE
NO
TE
2
MIN
, S
EE
NO
TE
2
MIN
, S
EE
SLOTTED HOLES IN BEAM W EB)
(PROVIDE SHORT HORIZONTAL
2 - 3/4" DIA SST BOLTS
M AINTAINING SPACING AND EDGE DISTANCE AS SHOW N.
TO CLIP ANGLES AS REQUIRED TO LOW ER ANCHORS TO CLEAR REINFORCING W HILE
INSTALLATION. FIELD LOCATE BEAM REINFORCING PRIOR TO FABRICATION. ADD LENGTH
DO NOT CUT EXISTING CONCRETE BEAM TOP REINFORCING DURING DRILL-IN ANCHOR
NOTE 1
SEE
2 1/2",
W ALL OR BEAM
EXISTING CONCRETE
IN BEAM W EB)
SLOTTED HOLES
SHORT HORIZONTAL
BOLTS (PROVIDE
2 - 3/4" DIA SST
AL BEAM
INSTALLATION
FLANGE FOR BEAM
COPE BOTTOM
W ALL OR BEAM
CONCRETE
EXISTING
ANGLE 3"@ 45°
CLIP BOTTOM OF
ANGLE 3"@ 45°
CLIP BOTTOM OF
INSTALLATION
FLANGE FOR BEAM
COPE BOTTOM
W ALL OR BEAM
EXISTING CONCRETE
IN BEAM W EB)
SHORT HORIZONTAL SLOTTED HOLES
3 - 3/4" DIA SST BOLTS (PROVIDE
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
2
2
1 1
/2"
CL JOIST
1/2"
0558-002
0531-001
CLR
MIN
BETW EEN JOISTS
SUPPORT ANGLE
DECKING LEDGER
0521-002.dgn 12/2/2014
NTS
STEEL JOIST SEAT/EXTERIOR W ALL
0521-002
t
t3
NOTE
SEE
NOTES:
5" FOR 'LH' SERIES JOISTS
2 1/2" FOR 'K' SERIES JOISTS
JOIST SEAT DEPTH VARIES
BEARING W ALL
M ASONRY EXTERIOR
4.
3.
2.
1.
TW O 5/8x6" HEADED ANCHOR STUDS AT 6" GAGE.
FOR SPANS SHORTER THAN 40 FEET, PROVIDE BEARING PLATE 1/2x4x11" W ITH
JOIST. t = FILLET W ELD SIZE.
USE 1/8" W ELD FOR K SERIES JOIST AND 1/4" W ELD FOR LH SERIES
FILL VOID AROUND JOIST W ITH FIRESAFING.
PROVIDE CLOSURE PLATES EACH SIDE OF W ALL BLOCKOUT SIMILAR TO
JOISTS BEFORE COMPLETING W ALL ABOVE.
PROVIDE BLOCKOUT DEPTH AS REQUIRED FOR SETTING JOISTS, 8" MIN, OR SET
NUTS & W ASHERS
2 - 3/4" ANCHOR BOLTS,
PLAN
SECTION
7"
7"
1 1
/2"
TY
P
1 1/4", TYP
MA
X4
"
TY
P
CONTINUOUS
UNITS W / EXTERIOR FACE SHELL
SAW -CUT AND INSTALL M ASONRY
SEE NOTE 4
JOIST BEARING PL 1/2x4x11"
6"
CENTERED ON W ALL
CL JOIST BEARING
ELEVATION, SEE PLANS
TOP OF STEEL
DEPTH, NOTE 1
BLOCKOUT
ELEVATION
JOIST BEARING
W / 2 - #5 BELOW BEAM SEAT
8" BOND BEAM CONTINUOUS
STEEL DECKING
REQD TO CLR
CORNER AS
NOTCH
STEEL JOISTS
HOLE, TYP
SHORT SLOTTED
CLOSURE NOTE 2
BLOCKOUT
2"2"
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0521-023
TYP
NOTED
ASNOTED
AS
METAL DECKING
0521-022.dgn 12/2/2014
NTS
TYPICAL K JOIST BRIDGING
0521-022
M ASONRY W ALL
CONCRETE OR
DECKING LEDGER
0531-001
, TYP
CONNECTION
SEE PLANS
SIZE & SPACING,
STEEL JOIST, FOR
CONNECTION
TO JOIST
BRIDGING
MFR STD
SPECS, TYP
STEEL JOIST INSTITUTE
BRIDGING PER
HORIZONTAL JOIST
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
4"
1/2" CLR
1/2" CLR
0521-023.dgn 12/2/2014
NTS
0521-023
JOIST BRIDGING/W ALL CONNECTION
JOIST BRIDGING
JOIST BRIDGING
3/16
3/16 1
1
ANCHORS
OR ADHESIVE
3/4" ANCHOR BOLT
L4x3x3/8x0'-3"
BRIDGING CONNECTION - OPTION 1
SECTION
SECTION
BRIDGING CONNECTION - OPTION 2
4"
1 1/4"
L4x3x3/8x0'-3"
1/2" M ACHINE BOLT
ANCHOR
BOLT OR ADHESIVE
3/4" ANCHOR
NOTES:
2.
1.
M ASONRY W ALL
CONCRETE OR
M ASONRY W ALL
CONCRETE OR
OR COMBINED CONNECTION CAN BE USED.
OPTION 1 OR 2 CAN BE USED FOR TOP OR BOTTOM BRIDGING CONNECTIONS,
M ANUFACTURER REQUIREMENTS
MINIM UM BRIDGING CONNECTION SHOW N. COORDINATE W ITH JOIST
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
STEEL DECKING
1 3
/4"
2 1
/2"
1 1
/2"
1/2" CLR
1/2" CLR
DECKING AT ANGLE TO W ALL
DECKING NORM AL TO W ALL
STEEL DECKING
3"
NOTED
W ELD AS
AT 2'-0" ON CENTER
W ITH 5/8" ANCHOR BOLTS
L 3x3x1/4" x CONTINUOUS
M ASONRY W ALL
NOTED
W ELD AS
SEE PLANS
ROOF SLOPE,
PLANS
TST EL, SEE
W ORK POINT
SEE PLANS
TST EL,
THROUGH ALL CONTROL JOINTS
BAR, CONTINUOUS, INCLUDING
2 - TYPICAL HORIZONTAL
(BEND PLATE TO M ATCH SLOPE)
ANCHOR BOLTS @ 2'-0" OC
BENT PL 1/4 x CONT W / 5/8"
0531-001.dgn 12/2/2014
NTS
DECKING LEDGER SUPPORT ANGLE
0531-001
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
CL W ALL
NOTE:
STEEL DECKING
FIRE SAFING
CL
R
2"
MFR, TYP EA SIDE OF W ALL
CLOSURE STRIP BY DECKING
CONTINUOUS NEOPRENE
SCREW S @ 6" OC, TYP
#10 SST SELF TAPPING
DECKING SPAN IS PARALLEL TO W ALL.
NEOPRENE CLOSURE STRIPS NOT REQUIRED W HERE
EA SIDE OF W ALL, LLV
STEEL, BENT PLATE TYP
CONTINUOUS GALV
L5x3x20 GAGE x
0531-016.dgn 12/2/2014
NTS
METAL DECK/NON-BEARING W ALL CLOSURE PLATE
0531-016
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
OPENING LENGTH
CL
OS
UR
E
CL
OS
UR
E
6'-
0"
< W
2.
L 4
x3x1/4
(L
LV
)
SUPPORT
SUPPORT
"W
"
3/1
6
3/1
6
"L"
WA
LL
, T
YP
TY
P3
/16
3/1
6
1.
NO
TE
S:
OP
EN
ING
CL
OS
UR
E
L 3
x3
x1
/4
NA
2'-
0" <
W <
4'-
0"
4'-
0" <
W <
6'-
0"
7'-
6" <
L
L 5
x3x1/4
(L
LV
)
SU
PP
OR
T
NA
6'-
0" <
L <
7'-
6"
DE
CK
SP
AN
L 4
x3x1/4
(L
LV
)L
< 6
'-0"
METAL DECK SPAN
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""W
""W
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OP
EN
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S 1
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" T
O 2
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3/1
6
WA
LL
SU
PP
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T
PL
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S 2
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O 6
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PL
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A,
, S
IM
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CO
NC
AN
CH
OR
S
LO
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W/
2 -
5/8
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L 5
x3
x1
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0'-
8"
0531-0
01
0531-0
02
0531-0
01
JO
IST
OR
BE
AM
SU
PP
OR
T
FR
AM
ING
CO
NN
EC
TIO
NS
NTS
ROOF DECK OPENING0531-021
DECK
SPAN
TY
P
L2
x2
x3
/16
",
TY
P
24" M
AX
12" T
O
DE
CK
ME
TA
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TY
P
L2
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480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
3/1
6
G
11"
3/1
6
G
MIN 6"6"
MIN
3"
3"
11"
LA
ND
ING
11"
LA
ND
ING
1"TYP
1"TYP
4"
6 1
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6"
3/1
63/1
6
NO
TE
S:
1.
2.
3.
ST
AIR
HA
ND
RA
IL N
OT
SH
OW
N.
4.
5.
3"
GR
AT
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11"
3"
3"
1"+/-
6.
AL
L F
AS
TE
NE
RS
SH
AL
L B
E S
TA
INL
ES
S S
TE
EL
.
7.
2 1
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4 1/2"
EX
CE
PT
AS
NO
TE
D
DETAIL 1 OF 2
SL
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D H
OL
ES
W/
11/1
6x2 1
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3/8
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L B
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PL
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LU
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CO
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FA
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S
CO
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ST
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RIS
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PL
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AR
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L
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LA
NS
ME
TA
L B
EA
M,
05
14
-02
00
51
4-0
56
12/2/20140551-001A.dgn
NTS
0551-001
STAIR DETAILS - ALUMINUM
TY
P
1" O
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RL
AP
,
TO
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ON
NE
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4 1/2"
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R
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6"
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
2'-3" OR LESS
2'-9" OR LESS
3'-3" OR LESS
4'-7" OR LESS
1" x 3/16"
1 1/4" x 3/16"
1 1/2" x 3/16"
1 3/4" x 3/16"
TREAD BEARING BARS
DETAIL 2 OF 2
NOTED ON PLANS
STAIR TREADS
PLAN
PARTIAL RISER PLATE
FULL RISER PLATE
BOTTOM CLOSURE PLATE
STRINGER
OTHERW ISE
3'-0" UNLESS
W ALL UNO
CLR FROM
6" OC
IN 1/4" DIA HOLE AT
TEK SCREW , 1" LONG
SST SELF-TAPPING
MA
X
6" OC
IN 1/4" DIA HOLE AT
TEK SCREW , 1" LONG
SST SELF-TAPPING
M OUNTING PL
AND STRINGER
CLEAR GROUT
BENT PL TO
COPE 3/16"
MA
X
3/16" AL BENT PL
3/16" AL BENT PL
SEE NOTE 7
8" GAGE AL PLATE
MA
X
MA
X
NOTED ON PLANS
OTHERW ISE
1'-0" MIN UNLESS
12/2/20140551-001B.dgn
NTS
0551-001
STAIR DETAILS - ALUMINUM
SEE NOTE 7
RISER PLATE
TREAD
GRATING
2" 1 1/2"
1/4
"
1/2"
3 3
/4"
3 3
/4"
1/8
"
6"
STAIR SLOPE
VARIES W /
W IDTH
STAIRW AY
TREAD
ALUMINUM
END M AX 12" OC
6" FROM EACH
CONC ANCHORS,
5/8" DIA SST
EACH END M AX 12" OC
ANCHORS, 6" FROM
5/8" DIA SST CONC
3/16" AL BENT PL
11" GAGE AL PLATE
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0551-002NTS
STAIR LANDING W ITH SUPPORTS - ALUMINUM
TYP
VARIESSTAIR W IDTH3 1/2"
3/16
3"
VARIES
RIS
ER
4"
TYP
TYPE B
3/16
STRINGERSTYPE A
STRINGERS
NOTES:
1.
2.
AL GRATING
AL GRATING
1"
1"
AL I 4x2.64
0553-001
0551-001
0514-020
0551-001
0551-001
0553-001
PLANS
SEE
ONE SIDE
CONN,
BOLTED
W / STD
BEYOND
STRINGERS
STAIR
DW
GS
SE
E
TYP
RUN
OR AS SHOW N ON PLANS
EQUALS STAIR W IDTH
GROUT
1"+/- NON-SHRINK
TREADS
SIM TO
NOSING
GROUT
1"+/- NON-SHRINK
DETAIL
TOP CONN
CONN SIM TO
CONC W ALL
STRINGER TO
DISSIMILAR METALS AND CONCRETE
PROVIDE PROTECTION FOR
W / 4 - 5/8" SST BOLTS
0'-2 1/2" EA SIDE
AL L 6x3 1/2x1/4x
ANCHORS
W / 2 - 5/8" CONC
AL PL 1/2x4x8 BASE
EA END OF BEAM
PIPE COLUM N,
2" SCHED 40 AL
GRATING SUPPORT
AL L3x3x1/4
STRINGERS
@ 1'-0" OC TO
5/8" SST BOLTS
ANCHORS
W / 2 - 5/8" CONC
AL PL 1/2x4x8 BASE
FOR LOCATION SEE PLANS
2" SCHED 40 AL PIPE COLUM N,
SUPPORT
AL L2x2x1/4 GRATING
STRINGERS, 2 MIN
@ 1'-0" TO
5/8" SST BOLTS
1'-0" OC
ANCHORS @
5/8" CONC
AL L3x3x1/4 W /
STAIR RAILING NOT SHOW N.
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
1'-
3"
9"
1'-1 1/2"
1'-1 1/2"
3'-
6" R
AIL
ING
2" 2"
TYP
END OF RAIL
NOTES:
1.
2.
4"
3/16
3/4"
3/8"
FASTEN RAIL TO W ALL FLANGE PER M ANUFACTURER'S RECOM MENDATIONS.
3.
W ALL FLANGE TO BE M OUNTED TO W ALL W ITH (2) 3/8" DIA SST W EDGE ANCHORS.
1'-
0", T
YP
MIN
, T
YP
DETAIL 1 OF 4
SEE SPECS
W ALL FLANGE,
W ASHER
NYLON
1/8" THICK
THREAD
W ITH 1/2"
1 1/4" STUD
3/8" DIA x
MA
X
1/4
"T
YP
4"
POST, TYP
CL CONCRETE
EDGE OF
BOARD
TOE
@ 6'-0" M AX
EQUAL SPACES
SEE PLANS
FOR W IDTH
M AX
6'-0"
TY
P
CL
PO
ST
,
SPECIFIED. ANODIZE FINISH AFTER ALL W ELDING AS SPECIFIED.
AT CONTRACTOR'S OPTION FABRICATE HINGES OR PROVIDE OTHER HINGES AS
0552-001B.dgn 12/2/2014
AS SPECIFIED
GATE SYSTEM
POST BEYOND
AS SPECIFIED
RAILING SYSTEM
SEE DETAIL BELOW
RAIL TERMINAL, TYP,
THE PLANS, SEE DETAILS
W HEN INDICATED ON
CONC RAILING CURB
6" HIGH x 10" W IDESEE DW GS
ANCHORAGE,
FOR TYPE OF
ELEVATION
HINGE
PLAN
ELEVATION
RAIL TERMINAL
PLAN
PL 3/8x2
3'-
0" R
AIL
ING
US
E W
ITH
6" C
UR
B
SPECIFIED
TYP AS
TOE BOARD,
6"
0552-001
NTS
RAILING - 3 RAIL - ALUMINUM
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
DETAIL 2 OF 4
0552-001G.dgn 12/2/2014
CLR
RAILING DETAIL W ITHOUT LANDING
CL
RBRACKET
1'-
1 1
/2"
RAILING SECTION
1.
2.
4"
1'-0"
EQUAL SPACING
1 1/2"
1 1
/2"
HANDRAIL
1'-1 1/2"
HANDRAIL
PROVIDE TOE BOARD AT LANDING W HERE REQUIRED.
CONC STAIRS SIM
METAL STRINGER SHOW N,
MIN
5'-0" M AX
SEE DETAIL BELOW
W HERE NO LANDING REQD
OF INTERMEDIATE LANDING,
LOCATE POST AT EACH END
ANCHORAGE DETAIL
SEE RAILING POST
AS SPECIFIED
SYSTEM
RAILING
3'-
0"
3'-
0"
RETURN ENDS OF HANDRAIL TO GUARD AT BOTH ENDS.
SYSTEM
RAILING
GUARD
HANDRAIL SEE NOTE 2
FOR RETURN AT
MIN
1'-0" EXTENSION
11"
3'-
6" M
IN
3'-
6" M
IN
6"
0552-001
NTS
RAILING W / EXTENSION - 3 RAIL STAIR - ALUMINUM
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
6 1/4"
3 1
/2"
PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS.
DETAIL 3 OF 4
MIN
8"
MIN5"
SPECIFIED
ANCHORS AS
4 - SST CONC
0552-001XA.dgn 12/2/2014
NOT BE PERMITTED
OTHER REASON W ILL
POST ALIGNMENT OR ANY
GROUT, ETC FOR RAILING
THE USE OF SHIMS, W EDGES,
SIT SOLIDLY ON CONCRETE.
THE BASEPLATE SHALL
BASE AS SPECIFIED
TOP M OUNTED POST
FIELD CUT TO FIT
ALUMINUM RAILING POST,
PLAN
ELEVATION
TYPE "A"
NOTE:
NTS
0552-001
RAILING POST ANCHORAGE TYPE A - ALUMINUM
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS.
DETAIL 4 OF 4
0552-001XD.dgn 12/2/2014
BEAM
STRINGER
STAIR
SIDE, TYP
STAIRW AY OR PLATFORM
BOLT HEADS AT
AS SPECIFIED
SST BOLTS,
RAILING POST
ALUMINUM
AS SPECIFIED
POST BRACKET
SIDE M OUNTED
PLAN
ELEVATION
TYPE "D"
NOTE:
0552-001
NTS
RAILING POST ANCHORAGE TYPE D - ALUMINUM
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0553-001
3.
4.
5.
6.
7.
GRATING THICKNESS TABLE
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
2"
1"
1"
1"
11.
10.
8.
M AXIM UM
SPAN
ALUMINUMSTEEL
1 1/4"
1 1/2"
1 3/4"
1 3/4"
2 1/4"
2 1/4"
1 1/4"
1 1/4"
1 1/2"
1 1/2"
7'-0" 2 1/2"1 3/4"
GRATING SPAN SEE PLAN.
4"
EQPT
OPNG
GRATING
GENERAL NOTES:
12.
ALTHOUGH BOTH M AY NOT BE INCLUDED IN PROJECT.
AS SPECIFIED. THIS STANDARD DETAIL INCLUDES 2 TYPES,
TYPE OF M ATERIAL USED SHALL BE AS SHOW N ON PLANS OR
GRATING THICKNESS
AS REQD FOR
VERTICAL LEG
TRIM 1/4" THICK
BANDING BAR
@ 1'-6" CENTERS
3/8"x6" ANCHORS
GREATER THAN 1/2" AND AS SPECIFIED.
GRATING SUPPORTS SHALL NOT BE LESS THAN 1/4" NOR
THE HORIZONTAL CLEARANCE BETW EEN THE GRATING AND
NTS
LIGHT DUTY GRATING
GS-2 - ONE SIDED
BAND ALL EDGES. M ATCH DEPTH OF BEARING BAR.
2.
1.
1/4"
SEE NOTE 12
DIMENSION,
MIN BEARING
GS-1
EQUIPMENT OPENINGS
GS-3
GS-2 - TW O SIDED
DIMENSION, SEE NOTE 12
MIN BEARING
THICKNESS
GRATING
THICKNESS
GRATING
EMBEDMENT
CENTERS, 6" MIN
ANCHORS @ 1'-6"
5/8"x6" CONC
THICKNESS
GRATING
THICKNESS
GRATING
ENDED SUPPORTS, TYP
1/4" PL W ELDED AT OPEN
BEARING BAR
AND CLAMP AS SPECIFIED
W ELDED THREADED STUD
EMBEDDED ANGLE W ITH
ATTACH GRATING TO
DIMENSION, SEE NOTE 12
MIN BEARING
CONDITIONS, SEE PLAN
FOR SIZE AND END
SUPPORTING BEAM,
CONDITIONS, SEE PLAN
FOR SIZE AND END
SUPPORTING BEAM,
GRATING
BEARING BAR
CLAMP AS SPECIFIED
TO BEAM W ITH
ATTACH GRATING
CLAMP AS SPECIFIED
TO BEAM W ITH
ATTACH GRATING
BEAM FLANGE
TO FAR SIDE OF
EXTEND GRATING
GRATING
BEARING BAR
GRATING
W ITH CLAMP AS SPECIFIED
ATTACH GRATING TO ANGLE
L 3"x3"x1/4"
BEARING BAR
GRATING
APPLICABLE GRATING TYPE.
SHALL BE AS TABULATED IN "GRATING THICKNESS TABLE" FOR
UNLESS NOTED OTHERW ISE ON PLANS, GRATING THICKNESS
9.
TO GRATING
OPENINGS, W ELD
STOP ALL AROUND
1/4" BAR TOE
HYDROPHILIC/GROOVE W ATERSTOP
NOT USED
(100 PSF)
INDICATED OTHERW ISE.
W IDTH OR W EIGH M ORE THAN 150 POUNDS, UNLESS
INDIVIDUAL GRATING SECTIONS SHALL NOT EXCEED 3'-0" IN
SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION.
SHOP DRAW INGS BASED ON FIELD DIMENSIONS SHALL BE
THICKNESSES SHOW N IN TABLES BY 1/4".
FOR SERRATED BEARING BARS, INCREASE GRATING
STEEL.
TO BE EMBEDDED IN CONCRETE SHALL BE TYPE 316 STAINLESS
TO BE SAME AS GRATING, EXCEPT METAL SUPPORTS THAT ARE
M ATERIAL FOR SUPPORTS OF STEEL AND ALUMINUM GRATING
BARS.
SEE SPECIFICATIONS FOR SPACING OF BEARING AND CROSS
BEARING BAR THICKNESS FOR GRATING TO BE 3/16" MINIM UM.
GRATING DEPTH GREATER THAN 2 1/4"
DEPTH 2 1/4" OR LESS, MIN BEARING HORIZONTAL = 2" FOR
MINIM UM BEARING HORIZONTAL DIMENSION = 1" FOR GRATING
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
ST
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EN
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L3
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4'-
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0"
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0"
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12/2/20140554-001.dgn
NTS
CHECKERED FLOOR PLATE - ALUMINUM
0554-001
TY
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480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
0558-002.dgn 12/2/2014
0558-002
NTS
BEAM SEAT CLOSURE PLATE
1"
3"
&
NOTE:
CONTINUOUS
BEAM W HERE W ALL IS
CLOSE OPENING ABOVE
EXTEND PLATES TO
0512-066 0512-067
& BOT
SIDES
TYP
0512-067
GAP AROUND BEAM
PLATE W / M AX 3/16"
FABRICATE CLOSURE
TOP OF W ALL
LEDGER ANGLE.
FOR DETAIL CLOSURES, LOCATE ANCHORS SO THEY DO NOT CONFLICT W ITH
SE
E N
OT
E
4"
SEE
BEAM SEAT,
BLOCKOUT FOR
EDGE OF
AT 6" M AX SPACING
SLEEVE ANCHORS
W ALL W / 1/4" DIA SST
BLOCKOUT, ATTACH TO
PLATES EA FACE OF W ALL
20 GA GALV STL CLOSURE
W / FIRE SAFING
BLOCKOUT
FILL W ALL
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
ALUMINUM
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NTS
W EIR DETAILS
0559-031
3"
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P O
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C
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3"
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NTS
W EIR DETAILS
0682-041FRP
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
CMU WALL
OUTSIDE FACE OF
FLASHING
EPDM MEMBRANE
WITHIN 12" OF ENDS
AT 24" OC MAXIMUM AND
MASONRY ANCHORS
COUNTERSINK 1/2" DIA
COPING SYSTEM
PREFABRICATED METAL
WITH KERF CUTS
2x REQUIRED PT NAILER
0753-002
COPING (MASONRY WALL)NTS
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
TOP OF ROOF DECK
6"
MINIM
UM
TOP OF ROOF DECK
RIGID ROOF INSULATION
ROOFING
EPDM MEMBRANE
FLASHING
EPDM MEMBRANE
FACE OF FINISHED WALL
0753-004
BASE FLASHINGNTS
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
CL
NOT SHOWN, SEE MECHANICAL.
DRAIN PIPES AND LEADERS1.
NOTES:
18" TO EDGE OF SUMP
OD LOCATIONS ONLY
ROOF LOW POINT AT
EXTENSION, 2" ABOVE
OVERFLOW DRAIN
ROOFING
EPDM MEMBRANE
METAL DECKING
3’-0"x5’-0" SUMP
ROOF DRAIN SET IN
UNDERDECK CLAMP
SUMP RECEIVER
FIXED EXTENSION
0753-006
ROOF/OVERFLOW DRAIN (METAL DECK)
OR 18" TO EDGE OF SUMP
CL TO CL OF DRAINS - SEE PLAN
SEE PLAN
TAPERED INSULATION,
ROOF INSULATION
R-38 MINIMUM RIGID
MIN.
R-3
0
NTS
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
WALL
FACE OF FINISHED
SET IN SEALANT
WALL FLANGE
NOZZLE WITH
OVERFLOW
ROOF DRAIN PIPE
OVERFLOW DRAIN OR
WITH SEALANT
FILL VOID AROUND PIPE
0762-003
OVERFLOW/ROOF DRAIN NOZZLE
INSULATED CMU WALL
NTS
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
SECTION
PLAN
1'-4"
2'-4"
1"
4"
GRADE
0762-004
NTS
SPLASHBLOCK
FACE OF WALL
SPLASHBLOCKPRECAST CONCRETE
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
DO
OR H
EIG
HT
4"
SHIM S
PA
CE
SCHEDULED
RAINDRIP WHERE
SCHEDULED
DOOR AS
5 3/4 " 3/4 "
MA
SO
NR
Y O
PE
NIN
G BOTH SIDES
SEALANT, ALL AROUND
REINFORCEMENT
STRUCTURAL FOR
CMU LINTEL, SEE
0811-003
HM DOOR HEAD (CMU)
INSULATE FRAME SOLID
HOLLOW METAL FRAME,
THERMALLY BROKEN
NTS
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
DO
OR W
IDT
H2"
SHIM S
PA
CE
SCHEDULED
DOOR AS
5 3/4 " 3/4 "
MA
SO
NR
Y O
PE
NIN
G
BOTH SIDES
SEALANT, ALL AROUND
REINFORCEMENT
STRUCTURAL FOR
CMU WALL, SEE
ANCHORS
STANDARD JAMB
MANUFACTURER’S
0811-004
HM DOOR JAMB (CMU)
INSULATE FRAME SOLID
HOLLOW METAL FRAME,
THERMALLY BROKEN
NTS
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
WIN
DO
W SIZ
ES
HIM S
PA
CE
WIN
DO
W H
EIG
HT
SHIM S
PA
CE
0851-002
WINDOW HEAD AND SILL
(JAMB SIMILAR)
HEAD
SILL
4 1/2 " 3/4 "
2"
2"
SET IN SEALANT
MANUFACTURER,
WINDOW
FLASHING BY
ALUMINUM
GLAZING AS SCHEDULED
BOTH SIDES
SEALANT, ALL AROUND
CMU WALL
THERMALLY BROKEN
ALUMINUM FRAME,
NTS
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
DOOR SILL
0871-001
SCHEDULED
DOOR SHOE AS
SEE CIVIL
PAVING,
DO
OR H
EIG
HT
DOOR AS SCHEDULED
IN SEALANT
SCHEDULED, SET
THRESHOLD AS
SCHEDULED
FLOOR FINISH AS
FLOOR LINE
NTS
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
0890-002
LOUVER HEAD AND SILL
(JAMB SIMILAR)
HEAD
SILL
SET IN SEALANT
MANUFACTURER,
BY LOUVER
FLASHING
SIZ
E
LO
UV
ER O
PE
NIN
G
HEIG
HT
LO
UV
ER O
PE
NIN
G
TYPICAL
SEALANT,CMU WALL
STANDARD CLIP
MANUFACTURER’S
LOUVER
IN 381-BM-501LOUVER AS SCHEDULED
SCHED.PER
3/4 "
1" 304 SS WIRE MESH
NTS
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
1014-013
NTS
ROOF DRAIN SIGN
3"
7"
BROWN
BLACK LETTERS
ROOF DRAIN
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
1014-014
NTS
3"
7"
OVERFLOW ROOF DRAIN SIGN
ROOF DRAINOVERFLOW
BROWN
BLACK LETTERS
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
1014-015
NTS
5"
18"
PEPS ELECTRICAL
BUILDINGBLACK LETTERS
WHITE
PEPS ELECTRICAL BUILDING SIGN
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
1014-016
NTS
5"
18"
WHITE
AERATION BASIN 3 SIGN
AERATION BASIN
3
BLACK LETTERS
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
NTS
2210-725
PROVIDE W ITH COVER
100 - FOOT LONG HOSES
MINIM UM OF TW O 1 1/2 INCH,
HOSE REEL TO HOLDCAP PLATE
3’-
0"
3"x3"x1/4" SST HSS
BASIN W ALL
8"x8"x3/8" SST BASE PLATE
4" MINIM UM EMBED
1/2" DIAMETER SST ADHESIVE ANCHORS (4 PLCS)
HOSE REEL
8"
5 1
/2"
9 1
/2"
26"
30"
34"
2"
13"
2"
COVER, OR EQUAL
DIXON FHR-V5 W ITH HSRC26
M ANUFACTURER AND M ODEL
RECOM MENDED SIZE.
BOLTS. M ANUFACTURER
THRU BOLT W ITH SST
TYPICAL HOSE REEL - POST M OUNT
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
A.
B.
C.
1.
2.
3.
4.
5.
6.
7.
8.
RIGID/FLEXIBLE ROUND DUCTW ORK
RECTANGULAR DUCTW ORK
1
2
3
54
6
8
7
GENERAL NOTES
ALL-THREAD ROD
CONFIGURATION
THREAD ROD IN TRAPEZE
KINDORF HANGER W ITH ALL
1" MIN BAND CLAMP
RECOMMENDATIONS
PER SMACNA
ATTACH TO STRUCTURE
METAL SADDLE
STAINLESS STEEL SHEET
OF DUCT
LENGTH EQUALS DIAMETER
NUT W ITH LOCK W ASHER
BOLTS
OR MASONRY EXPANSION
W ITH BEAM CLAMPS
ATTACH TO STRUCTURE
TO STRUCTURE.DO NOT USE POW DER POW ERED FASTENING SYSTEMS TO ATTACH SUPPORTS
SHAPE DEFORM ATION. SUPPORT SYSTEM M UST NOT DAM AGE DUCT, INSULATION, OR CAUSE DUCT
HANGER SIZES SHALL BE IN ACCORDANCE W ITH SM ACNA, LATEST EDITION.
D. ALL SUPPORTS TO BE OF HOT DIPPED GALVANIZED STEEL CONSTRUCTION.
NTS
2331-102
TYPICAL DUCT SUPPORT