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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




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




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




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




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




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




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


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


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


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


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


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


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


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"


TH

ICK

NE

SS

WA

LL

0315-151.dgn 12/2/2014

NTS

W ALL VERTICAL CONSTRUCTION JOINT

0315-151


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


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


1

2

1'-0"6"


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



SLAB THICKNESS

ROOFING FELT

2 LAYERS OF

0315-211.dgn 12/2/2014

NTS

BASE SLAB EXPANSION JOINT

0315-211


3/4" 2"

CLR

NOTE:


T

T/2

0315-228

0315-133

W ATERSTOP, TYP



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


JOINT TREATMENT


0315-228

0315-133

CLR

2"3/4"

T/2

T

NOTE:

W ATERSTOP, TYP



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


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


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


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


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


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


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


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


T/2

T/2

1.

2.PROVIDE PROTECTIVE INSERTS FOR THREADED CONNECTORS.


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


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


"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


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


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


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


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


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)


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


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


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


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


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


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


DETAIL 2 OF 5

0330-056C.dgn 12/2/2014

NTS

0330-056

CONCRETE EQUIPMENT PAD - TYPE C

GENERAL NOTE:


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


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.



GENERAL NOTE:



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.



GENERAL NOTE:



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


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


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


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


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


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


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


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


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


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


NTS


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

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8"

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2 2 2 22

2 2 4 6 6

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MU

WA

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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


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

R

"C

" B

AR

S

EA

CH

FA

CE

BO

ND

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AM

@ 1

6" I

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IES

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EA

FA

CE

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S I

N B

ON

D

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6"

TYP

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GR

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T P

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TY

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IES

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R

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OF

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AR

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ER

S

IM

RE

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OR

CIN

G, S

EE

TY

P C

OR

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R

WA

LL

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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

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ND

FO

R 1

2" C

MU

HO

OK

90°

HO

OK

90°

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RT

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L

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S

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2'-

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ES

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G

OP

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OP

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8" O

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ES

S

1/2"

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2'-

0" O

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ES

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18

0°

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AN

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:

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MU

WA

LL

CO

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ER

PL

AN

INT

ER

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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

R

"C

" B

AR

S

BE

AM

BL

OC

K

@ 8

" I

N B

ON

D

#3

TIE

S

BE

ND

S

135°

BE

AM

BL

OC

K

@ 8

" I

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

OU

T W

AL

L C

OL

UM

NS

FU

LL

WA

LL

HE

IGH

T.

BE

AM

BL

OC

K

IN B

ON

D

#3@

8"

(4 B

AR

S M

IN I

N C

OL

UM

N)

TY

P E

AC

H E

ND

OF

PIE

R

"C

" B

AR

S P

ER

S

IM


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


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


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


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"


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


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


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


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


OPENING LENGTH

CL

OS

UR

E

CL

OS

UR

E

6'-

0"

< W

2.

L 4

x3x1/4

(L

LV

)

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SUPPORT

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3/1

6

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, T

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6

1.

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CL

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L 3

x3

x1

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NA

2'-

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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

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L 4

x3x1/4

(L

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)L

< 6

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METAL DECK SPAN

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OP

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ING

S 1

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S

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L 5

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0531-0

01

0531-0

02

0531-0

01

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NTS

ROOF DECK OPENING0531-021

DECK

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3"

11"

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11"

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1"TYP

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6 1

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7.

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4 1/2"

EX

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PT

AS

NO

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D

DETAIL 1 OF 2

SL

OT

TE

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

AT

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W/

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TR

EA

D F

LU

SH

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TA

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AL

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LA

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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

VE

RL

AP

,

TO

P C

ON

NE

CT

ION

- A

LU

MIN

UM

TO

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LA

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AL

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TY

P

1" O

VE

RL

AP

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SL

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D H

OL

ES

W/

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6x2 1

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3/8

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L B

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D R

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R P

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L R

ISE

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D T

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3/4

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AX

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S W

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1 1/2"2"

6" 3" 6"

4 1/2"

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M

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3/8

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W.

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T

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:

IN S

TR

ING

ER

SL

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TE

D H

OL

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ON

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SH

OR

T

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TY

P

NO

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G,

TY

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PL

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RM

ST

RIN

GE

R

ST

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NO

TE

7,

TY

P

NO

SIN

G,

TY

P

6"


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


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.


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


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


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


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


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


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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

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FOR DETAIL CLOSURES, LOCATE ANCHORS SO THEY DO NOT CONFLICT W ITH

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1/4

x6x9 1

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D H

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ES

IN

AN

GL

E, T

YP

OF

2

NU

T &

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SH

ER

IN

2 1

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ER

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1/2

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IA S

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0" M

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E W

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LA

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EE

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CE

D P

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IC (

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EC

IFIE

D.

AL

L P

AR

TS

EX

CE

PT

FA

ST

EN

ER

S S

HA

LL

BE

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ER

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AS

S

SM

OO

TH

DE

NS

E F

INIS

H.

ST

EE

L T

RO

WE

L T

OP

OF

CO

NC

RE

TE

WA

LL

TO

OB

TA

IN

PL

WA

SH

ER

AN

D 5

" S

Q F

RP

& L

OC

K W

AS

HE

R

SS

T A

B W

/ S

ST

NU

T

1/2

" x

8" C

OA

TE

D

FR

P W

EIR

PL

AT

EF

RP

PL

WA

SH

ER

NU

T &

LO

CK

WA

SH

ER

AN

D 5

" S

Q

1/2

" D

IA C

OA

TE

D S

ST

AB

W/

SS

T

CO

NC

ED

GE

OF

TO

HE

AD

SID

E O

F W

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PL

BU

TT

PL

FIE

LD

BO

ND

ED

1/4

x6x12" F

RP

WE

IR

WA

SH

ER

, T

YP

1/4

"x5"x5" F

RP

HO

LE

, T

YP

2 1

/2" S

Q

WA

SH

ER

, T

YP

1/4

"x5"x5" F

RP

HO

LE

, T

YP

2 1

/2" S

Q

NTS

W EIR DETAILS

0682-041FRP


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


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


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


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


SECTION

PLAN

1'-4"

2'-4"

1"

4"

GRADE

0762-004

NTS

SPLASHBLOCK

FACE OF WALL

SPLASHBLOCKPRECAST CONCRETE


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


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


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


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


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


1014-013

NTS

ROOF DRAIN SIGN

3"

7"

BROWN

BLACK LETTERS

ROOF DRAIN


1014-014

NTS

3"

7"

OVERFLOW ROOF DRAIN SIGN

ROOF DRAINOVERFLOW

BROWN

BLACK LETTERS


1014-015

NTS

5"

18"

PEPS ELECTRICAL

BUILDINGBLACK LETTERS

WHITE

PEPS ELECTRICAL BUILDING SIGN


1014-016

NTS

5"

18"

WHITE

AERATION BASIN 3 SIGN

AERATION BASIN

3

BLACK LETTERS



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


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

wastewater treatment plant group a–liquid stream...

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