9-REQ-0007862 Standard Details.pdf

PDF 18 MB Posted Jan 24, 2026

Attached to: Third-Party Design Review of Screened Final Effluent Project
Solicitation number: REQ - 0007862
Issued by: Wayne County, Michigan

About this file

Written by GovTribe AI · Jan 28, 2026

This document is a Standard Details specification sheet for the Rehabilitation of Screened Final Effluent Pump Station, a capital project managed by the Great Lakes Water Authority (GLWA) with NORESCO serving as the contractor. The specifications represent Volume IV of IV and were prepared by W. Morton, with the document issued for permit in June 2025 and updated in August 2025. The Standard Details provide comprehensive technical drawings and construction specifications for the pump station rehabilitation project, including approximately 140 detailed construction standards covering concrete work, masonry, structural steel, electrical systems, plumbing, HVAC, and site work. The specifications include detailed drawings for form tie holes, wall construction joints, reinforcement patterns, pipe encasements, equipment pads, concrete saddles, beam reinforcements, concrete curbs, masonry wall details, stairs, railings, door frames, roof penetrations, mechanical equipment connections, electrical conduit installations, grounding systems, and site utilities. These Standard Details serve as the technical foundation for construction execution and ensure consistent quality and specification compliance across all structural and mechanical systems throughout the project.

The Standard Details specifications do not contain information regarding pricing terms, contract awards, response deadlines, funding sources, or commercial terms. Rather, the document functions as a technical reference guide establishing construction methodologies, material standards, reinforcement schedules, and installation procedures for all trades involved in the Screened Final Effluent Pump Station rehabilitation. The specifications reference coordination with equipment manufacturers, structural drawings, civil drawings, and architectural drawings, indicating integration with a comprehensive design package. These standards establish minimum requirements for concrete cover, lap lengths, reinforcement spacing, joint construction, anchor bolt installation, and finish specifications to ensure the completed facility meets design intent and performance requirements.

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File	Type	Posted
11-Labor Effort Table.docx	DOCX document	Jan 24, 2026
3-REQ-0007862 Alternatives Evaluation.pdf	PDF	Jan 24, 2026
6-REQ-0007862 Drawings.pdf	PDF	Jan 24, 2026
8-REQ-0007862 Specifications Vol. II.pdf	PDF	Jan 24, 2026
10-REQ-0007862 Supporting Documentation.pdf	PDF	Jan 24, 2026
13-REQ-0007862 Solicitation Cover - Instructions to Vendors.pdf	PDF	Jan 24, 2026
5-REQ-0007862 Conflict of Interest Statement.docx	DOCX document	Jan 24, 2026
1-REQ-0007862 Statement of Minimum Qualifications.docx	DOCX document	Jan 24, 2026
2-REQ-0007862 GLWA Professional Services Contract Rev 7-16-2024.pdf	PDF	Jan 24, 2026
7-REQ-0007862 Specifications Vol. I.pdf	PDF	Jan 24, 2026
4-REQ-0007862 Basis of Design Report.pdf	PDF	Jan 24, 2026
12-REQ-0007862 Vendor Certifications Solicitation.pdf	PDF	Jan 24, 2026

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Rehabilitation of Screened Final Effluent Pump Station

Contract No. 2000970

NORESCO for the Great Lakes Water Authority

Volume IV of IV

Standard Details

Prepared By:

June 2025 wmorton Typewritten Text August 2025 wmorton Typewritten Text Issued for Permit

Rehabilitation of SFE Pump Station

Index of Standard Details

No. Standard Detail

0310-051 FORM SNAP-TIE HOLE

0310-052 ALTERNATIVE FORM TIE-THROUGH BOLT

0315-143 SLAB CONSTRUCTION JOINT AT WALL

0315-151 WALL VERTICAL CONSTRUCTION JOINT

0315-152 WALL CONSTRUCTION JOINT AT ELEVATED SLAB

0315-154 WALL BASE CONSTRUCTION JOINT

0330-001 OPENING REINFORCEMENT

0330-003 TYPICAL WALL CORNER & INTERSECTION REINFORCEMENT

0330-016 PIPE ENCASEMENT

0330-018 PIPE ENCASEMENT AT SLAB

0330-037 INTERIOR WALL LATERAL SUPPORT AT PRECAST SLAB/ROOF DETAIL

0330-038 ROOF EDGE PLATE DETAIL

0330-039 0330-044

PRECAST SLAB/ROOF AT NON-BEARING WALL DETAIL

IN-SLAB TRENCH DRAIN REINFORCEMENT

0330-056 (1 OF 5) CONCRETE EQUIPMENT PAD – TYPE ‘C’

0330-056 (2 OF 5) CONCRETE EQUIPMENT PAD – TYPE ‘E’

0330-056 (3 OF 5) CONCRETE EQUIPMENT PAD – TYPE ‘F’

0330-056 (4 OF 5) CONCRETE EQUIPMENT PAD – TYPE ‘H’

0330-056 (5 OF 5) CONCRETE EQUIPMENT PAD – NOTES

0330-059 TANK PAD – CONCRETE

0330-061 (1 OF 2) PIPE SUPPORT – CONCRETE SADDLE

0330-061 (2 OF 2) PIPE SUPPORT – CONCRETE SADDLE

0330-066 (1 OF 3) BEAM REINFORCEMENT

0330-066 (2 OF 3) BEAM REINFORCEMENT

0330-066 (3 OF 3) BEAM SCHEDULE

0330-080 CONCRETE CURB

0330-084 CONDUIT IN STRUCTURAL CONCRETE

0330-143 CONCRETE DEMOLITION

0421-002 TYPICAL BASE OF WALL DETAIL

0422-001 REINFORCED MASONRY WALL CORNERS (SINGLE & DOUBLE MAT)

0422-003 (1 OF 2) CMU OPENING REINFORCEMENT

0422-003 (2 OF 2) CMU OPENING REINFORCEMENT

0422-004 INTERMEDIATE REINFORCED MASONRY SHEAR WALL

0422-005 CMU WALL PIER

0422-006 CMU WALL COLUMN

0422-031 CMU CONTROL JOINT

0512-001 COLUMN BASE – STEEL

0512-020 TYPICAL BEAM CONNECTION – STEEL

0512-067 BEAM SEAT/EXTERIOR WALL – STEEL

0514-020 TYPICAL BEAM CONNECTION – ALUMINUM

0531-001 DECKING LEDGER SUPPORT ANGLE

0531-021 (1 OF 2) ROOF DECK OPENING

0531-021 (2 OF 2) ROOF DECK OPENING

0550-342 PIPE BOLLARD

0551-001 (1 OF 4) STAIR DETAILS – ALUMINUM

0551-001 (2 OF 4) STAIR DETAILS – ALUMINUM

0551-001 (3 OF 4) STAIR DETAILS – ALUMINUM

0551-001 (4 OF 4) STAIR DETAILS – ALUMINUM

0551-003 STAIR LANDING SUPPORT – ALUMINUM

0551-101 LADDER – ALUMINUM - PRE-ENGINEERED PIPE WITH EXTENSION TYPE ‘E’

0551-141 LADDER – STEEL – FLAT BAR UP AND OVER – TYPE ‘C’

0551-151 SHIPS LADDER

0552-001(1 OF 4) RAILING – 2 RAIL – ALUMINUM

0552-001(2 OF 4) RAILING – 2 RAIL – ALUMINUM (IBC)

0552-001(3 OF 4) RAILING POST ANCHORAGE TYPE ‘A’ – ALUMINUM

0552-001(4 OF 4) RAILING POST ANCHORAGE TYPE ‘C’ – ALUMINUM

0552-002 WALL HANDRAIL – ALUMINUM

0553-001 (1 OF 4) STANDARD GRATING

0553-001 (2 OF 4) STANDARD GRATING

0553-001 (3 OF 4) STANDARD GRATING

0553-001 (4 OF 4) STANDARD GRATING

0751-002 ROOF COPING DETAIL AT MASONRY PARAPET WALL

0753-004 BASE FLASHING

0753-005 ROOF/OVERFLOW DRAIN (CONCRETE DECK)

0753-007 PIPE PENETRATION

0753-100A SCUPPER

0753-100B SCUPPER

0770-009 PIPE THROUGH ROOF

0770-031 MECHANICAL EQUIPMENT CURB

0770-036 EXPANSION JOINT (MID ROOF)

0770-037 EXPANSION JOINT (AT WALL)

0770-038 ROOF HATCH

0770-804 PIPE PENETRATION (EXTERIOR WALL)

0811-003 DOOR HEAD DETAIL

0811-004 DOOR JAMB DETAIL

0811-017 DOOR HEAD

0833-003 OVERHEAD COILING DOOR – HEAD DETAIL

0833-004 OVERHEAD COLINING DOOR – JAMB DETAIL

0833-010 ROLLUP DOOR SILL (INSULATED)

0845-002 TRANSLUCENT WALL PANEL HEAD AND SILL

0871-001 DOOR SILL

1235-051 LAB CABINET SECTION

2113-552 PIPE PENETRATION – RATED WALL

2210-300 INTERIOR HOSE VALVE

2210-452 PIPE HANGER

2210-800 NATURAL GAS METER

2210-801 GAS FIRED EQUIPMENT CONNECTION

2213-140 FLOOR CLEANOUT

2213-170 SUMP PUMP

2213-171 LEVEL SWITCH SUPPORT BRACKET

2213-180 EXTERIOR CLEANOUT

2214-180 ROOF DRAIN

2245-410 EMERGENCY EYEWASH STATION

2305-804 DUCTWORK SUPPORT

2331-103 FLOOR EXHAUST

2331-112 RECTANGULAR DUCT TAKEOFF

2331-400 FIRE DAMPER INSTALLATION

2334-833 DUCTED ROOF MOUNTED FAN

2334-834 ROOF MOUNTED FAN

2337-809 DUCT MOUNTED AIR OUTLET OR INLET

2337-810 DUCT WALL PENETRATION

2380-427 UNIT HEATER MOUNTING

2605-002 DEVICE MOUNTING, WALL OR COLUMN

2605-003a DEVICE MOUNTING, NONFUSED DISCONNECT SWITCH 2605-003b DEVICE MOUNTING, NONFUSED DISCONNECT SWITCH 2605-005a DEVICE MOUNTING, CONTROL STATION PEDESTAL 2605-005b DEVICE MOUNTING, MOTOR CONTROL STATION 2605-008a DEVICE MOUNTING, PULLBOX PEDESTAL 2605-008b DEVICE MOUNTING SIDE MOUNTED PEDESTAL- ALUMINUM

2605-010 CONCRETE ANCHOR INSTALLATION

2605-011a DEVICE MOUNTING, PEDESTAL 2605-011b DEVICE MOUNTING, PEDESTAL

2605-012 DEVICE MOUNTING, PEDESTAL

2605-014 DEVICE MOUNTING, TUBE COLUMN BASE DETAIL

2605-015 MCC OR CONTROL PANEL CONDUIT ENTRANCE, BOTTOM ENTRY

2605-016 FLUSH MOUNTED CONDULET

2605-017 CONDUIT SUPPORT ON STRUCTURE

2605-018 FLEXIBLE CONDUIT SUPPORT

2605-100 TERMINATION OF SHIELDED INSTRUMENTATION CABLE

2605-100 UNACCEPTABLE METHOD OF GROUNDING INSTRUMENTATION CABLE

SHIELD

2605-102 TERMINAL JUNCTION BOX (TJB)

2605-201 GROUND TRIANGLE

2605-202 GROUND TEST WELL

2605-203 CONDUIT GROUNDING

2605-204 PAD MOUNTED TRANSFORMER AND PAD MOUNTED SWITCH GROUNDING

2605-205 GROUND ELECTRODE

2605-206 GROUND ELECTRODE

2605-207 GROUNDING, GENERAL STAIRWAY

2605-208 GROUND BUS

2605-235 GROUND ROD CONNECTION

2605-300 CONDUIT RACKING SYSTEM

2605-301 CONDUIT RACKING SYSTEM

2605-302 CONDUIT RACKING SYSTEM, VERTICAL

2605-303 CONDUIT TO EQUIPMENT FROM CEILING

2605-304 CONDUIT ENTRANCE

2605-305 CONDUIT TRANSITION AND SUPPORT

2605-306 INTERIOR WALL PENETRATION

2605-307 CONDUIT UNDERGROUND ENTRANCE

2605-308 (1 OF 2) WATERTIGHT WALL CONDUIT SEAL

2605-308 (2 OF 2) WATERTIGHT WALL CONDUIT SEAL

2605-309 FLUSH CONDUIT STUB

2605-310 INTERIOR FLOOR SLAB PENETRATION

2605-311 PEDESTAL MOUNTED DEVICE OVERHEAD FEED

2605-312 FLASHING

2605-313 CONDUIT IN CONTAINMENT AREA

2605-315 EXPANSION/DEFLECTION COUPLING

2605-316 EXPANSION FITTING FOR SOIL MOVEMENT

2605-317 CONDUIT EXPANSION JOINT

2605-318 VERTICAL CONDUIT SUPPORT

2605-400b (1 OF 2) DUCT BANK 2605-400c (2 OF 2) DUCT BANK

2605-403 CONCRETE ENCASED DUCT

2605-404 EXISTING DUCT BANK EXTENSION

2605-420 UNDERGROUND CONDUIT IN NON-PAVED AREAS

2605-443a (1 OF 2) MANHOLE-WITH GROUNDING 2605-443b (2 OF 2) MANHOLE-WITH GROUNDING

2605-444 HANDHOLE

2605-445 CONDUIT HANDHOLE/MANHOLE ENTRANCE

2605-446 CONDUIT HANHOLE/MANHOLE ENTRANCE

2605-447 CABLE SUPPORT BRACKET

2605-448 CABLE RACK

2605-600 DEVICE MOUNTING, BOX IN CONCRETE MASONRY WALL

2605-601 DEVICE MOUNTING, COMPUTER OUTLET BOX

2605-801 SAMPLE PUMP

2612-001 TRANSFORMER OR SWITCH PAD

2620-001 LARGE MOTOR CONNECTION

2622-002 TRANSFORMER MOUNTING

2605-003a PENDANT MOUNTED FIXTURE

2650-299 (1 OF 2) LIGHT POLE BASE

2650-299 (2 OF 2) LIGHT POLE BASE

2651-205 LUMINAIRE MOUNTING

2655-208 SAFETY SHOWER LIGHT FIXTURE

2656-207 PAVED AREA LIGHT POLE FOOTING

2656-216 SITE AREA LIGHT POLE FOOTING

3123-110 TYPICAL TRENCH

3123-120 TRENCH PIPE CROSSING

3123-915 WELDED STEEL PIPE TRENCH

3231-410 CHAIN LINK FENCE

3231-415 DOUBLE SWING GATE

3231-420 PEDESTRIAN GATE

3305-760 CASED UNDERCROSSING

3305-900 SURFACE MONITORING POINT

3305-901 UTILITY MONITORING POINT

3305-903 LAP JOINT WELD

3305-907 BUTT WELD – TUNNEL CASING PIPE JOINT

3305-936 2-1/2 INCH AND SMALLER OUTLETS

3312-650 AIR RELEASE VALVE MANHOLE

4005-500 PIPE SUPPORT SADDLE SUPPORT PEDESTAL TYPE – ADJUSTABLE

4005-501 PIPE SUPPORT SADDLE SUPPORT PEDESTAL TYPE – NON – ADJUSTABLE

4005-505 PIPE SUPPORT – WALL MOUNTED

4005-517 BASE BEND

4005-521 STACKED PIPE WALL SYSTEM

4005-554 PIPE HANGER

4005-555 STACKED TRAPEZE PIPE HANGER

4005-556 BEAM CLAMP

4005-558 TRAPEZE PIPE HANGER

4005-559 TYPICAL PIPE HANGER AND SUPPORT DETAIL

4005-573 (1 OF 2) PRECAST PLANK SINGLE PIPE SUPPORT

4005-573 (2 OF 2) PRECAST PLANK SINGLE PIPE SUPPORT

4027-191 LINE DRAIN VALVE INSTALLATION

4027-194 PRESSURE TEST POINT

4027-195 AIR RELEASE VALVE ASSEMBLY

4027-196 AIR RELEASE VALVE ASSEMBLY

4027-600 DUCTILE IRON WALL PIPE

4027-601 MECHANICAL JOINT WALL PIPE FOR DIP

4027-602 MECHANICAL JOINT WALL PIPE

4027-622 FLOOR PIPE

4027-957A CHEMICAL INJECTOR, RETRACTABLE, FLEXIBLE HOSE

4027-957C CHEMICAL INJECTOR, RETRACTABLE

4091-156 DISSOLVED OXYGEN PROBE INSTALLATION

4091-222G MAGNETIC FLOWMETER INSTALLATION

4091-248 TYPICAL FLOAT TYPE LEVEL SWITCH INSTALLATION

4091-252 FLANGE MOUNTED ULTRASONIC TRANSDUCER

4091-300 PRESSURE SWITCH OR INDICATOR INSTALLATION

4091-304A PRESSURE SWITCH & INDICATOR INSTALLATION

4091-304C PRESSURE SWITCH AND INDICATOR WITH ANNULAR SEAL INSTALLATION

4091-305A PRESSURE CONNECTION INSTALLATION

4091-305B PRESSURE CONNECTION INSTALLATION

4091-305C PRESSURE CONNECTION INSTALLATION

REHABILITATION OF SCREENED FINAL EFFLUENT PUMP STATION

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

iaw0310-051.dgn 5/19/2025

NTS

FORM SNAP-TIE HOLE

0310-051

EXPOSED FACE OF W ALL

W ATERSTOP

SIDE OF W ALL

INSIDE OR W ATER

INSERTS EACH FACE

USE CONICAL TYPE

SPECIFIED, TYP

DEPTH OF CONE AS

NOTE:

REPAIR M ATERIAL

FILL W ITH

DRIVE IN VINYL PLUG.

SANDBLAST OR MECHANICALLY ROUGHEN W ITH ELECTRIC EQUIPMENT.

NOTE:

CONSTRUCTION STEPS:

COAT HOLE ON DRY SIDE OF PLUG AND W HILE BONDING AGENT IS TACKY, DRYPACK.

SURFACES

TAPER-TIE HOLE

SANDBLAST

ROUGHEN OR

MECHANICALLY

DRY SIDE

DRYPACK

BONDING AGENT

COAT HOLE W ITH

FACE OF W ALL

EXTERIOR (DRY SIDE)

SIDE) FACE OF W ALL

INTERIOR (W ATER

W ATER SIDE

DRYPACK

AT CENTER OF W ALL

REQD TO FIT TIGHT

SIZE OF PLUG AS

DRIVE IN VINYL PLUG,

HOLE DIAMETER AT INTERIOR FACE = 1 1/4"

MINIM UM HOLE DIAMETER AT EXTERIOR FACE = 1". TAPER HOLE SO THAT MINIM UM

USE CATEGORY II, NON-SHRINK GROUT AS SPECIFIED.

DRYPACK.

COAT HOLE ON W ATER SIDE OF PLUG AND W HILE BONDING AGENT IS TACKY,

iaw0310-052.dgn 5/19/2025

ALTERNATE FORM TIE-THROUGH BOLT

0310-052 iaw0315-143.dgn 5/19/2025

SLAB CONSTRUCTION JOINT AT W ALL

0315-143

0315-003

3/4"

3/4" x SLAB DEPTH + 1"

CONTINUOUS KEYW AY,

W ATERSIDE

DRY SIDE

FORMING

FACILITATE W ALL

CONNECTORS TO

THREADED

W / MECHANICAL

PROVIDE DOW ELS

OPTION TO

CONTRACTORS

HYDROPHILIC W ATERSTOP

SEAL

SLAB FOR COMPLETE

OF INTERMEDIATE

W ATERSIDE EDGES

GROOVE, TYP ALL

INTERMEDIATE SLAB

CONTINUOUS PAST

POUR W ALLS

& REINFORCEMENT

ELEVATION, THICKNESS

SEE PLANS FOR

INTERMEDIATE SLAB,

ROUGHEN AND CLEAN

PLAN

iaw0315-151.dgn 5/19/2025

W ALL VERTICAL CONSTRUCTION JOINT

0315-151

INDICATED ON PLANS

LAP REINF AS

FROM TOP OF W ALL

CONTINUOUS, STOP 1 1/2"

6" PLASTIC W ATERSTOP

T H

N E

S S

W A

L L

T /2

NOTES:

ALL REINFORCEMENT CONTINUOUS ACROSS JOINT.

W ALL

ELEVATED SLAB

W ATERSTOP

W ITH 6" PLASTIC

CONSTRUCTION JOINT

W ATERSTOP

W ITH 6" PLASTIC

CONSTRUCTION JOINT

iaw0315-152.dgn 5/19/2025

W ALL CONSTRUCTION JOINT AT ELEVATED SLAB

0315-152

C L

SECURE W ATERSTOP IN-PLACE AS SPECIFIED.

EQUAL

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

iaw0315-154.dgn 5/19/2025

W ALL BASE CONSTRUCTION JOINT

0315-154

L A P

OPNG OPNG

DO NOT W ELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS.

FOR OPENINGS LARGER THAN 8'-0", REINFORCE SAME AS FOR 8'-0" OPENINGS.

PROVIDE MINIM UM LAP, SEE GENERAL STRUCTURAL NOTES.

NOTES:

iaw0330-001.dgn 5/19/2025

0330-001

OPENING REINFORCEMENT

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

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

TOTAL AREA ON EACH SIDE OF OPENING.

SPACE AT 3 BAR DIAMETERS (OR 3" MINIM UM) ON CENTER. LOCATE HALF OF

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

CUT, SEE NOTE 6 & 7

BAND "A" BARS

BARS EQUAL

TOTAL AREA OF

CUT, SEE NOTE 6 & 7

EQUAL BAND "B" BARS

TOTAL AREA OF BARS

SEE NOTE 1

CUT BAND "B"

STEEL REINF

CUT BAND "A"

STEEL REINF

LARGER THAN 8"

OF REINF FOR OPNGS

OPNG +8", IN EA LAYER

1 - #5 HOOP, DIA OF

EA LAYER OF REINF

AT EA CORNER FOR

ADD 1 - #5x4'-0" DIAG

SEE NOTE 1

iaw0330-003D.dgn 5/19/2025

0330-003

ON DRAW INGS

REINF AS SHOW N

TYP HORIZ W ALL

LAP

L A

"L"

NOTE

N O

T E

NOTE 2

"L"

N O

T E

LAP

L A

"L"

NOTE

"L"

N O

T E

N O

T E

NOTE 2

OTHERW ISE NOTED

HOOK UNLESS

STD ACI-318 90°

SEE NOTES 1 & 4

ON DRAW INGS,

REINF AS SHOW N

TYP HORIZ W ALL

NOTES:

TYPICAL W ALL CORNER & INTERSECTION REINFORCEMENT

SINGLE REINFORCEMENT M AT

DOUBLE REINFORCEMENT M AT

SM ALLER OF THE TW O REINFORCEMENT BARS BEING SPLICED.

W HERE LAPPED BARS ARE DIFFERENT SIZE, USE THE LAP LENGTH REQUIRED FOR THE5.

INDICATED IN THE GENERAL STRUCTURAL NOTES.

TYPICAL HORIZONTAL REINFORCEMENT SHALL BE LAPPED W HERE SHOW N OR AS4.

EXCEPT THAT IN NO CASE SHALL IT BE LESS THAN 2 FEET.

"NOTE 3" SHALL BE THE LESSER OF L/4, 10 FEET, OR 1.0 TIMES THE HEIGHT OF THE W ALL, EXCEPT W HERE OTHERW ISE SHOW N ON THE DRAW INGS, THE LENGTH INDICATED AS3.

SECTIONS.

CORNER BARS SHALL M ATCH SIZE OF TYPICAL HORIZONTAL REINFORCEMENT SHOW N IN2.

REINFORCEMENT SHOW N IN THIS DETAIL.

REINFORCEMENT SHALL BE ALTERNATED W ITH THE TYPICAL HORIZONTAL

W HERE SHOW N ON PLANS, ADDITIONAL HORIZONTAL W ALL CORNER AND INTERSECTION1.

3" CLR

REHABILITATION OF SCREENED FINAL EFFLUENT PUMP STATION

TYP

SECTION

0330-018 iaw0330-016.dgn 5/19/2025

PIPE ENCASEMENT

0330-016

TOGETHER. SEE

W HEN PIPE ENCASEMENT IS CLOSER THAN 4" TO SLAB ABOVE, TIE SLAB & ENCASEMENT

#5 TIES @ 12"

NOTES

GENERAL STRUCTURAL

LAP LENGTH, SEE

AROUND

8" MIN ALL

CONTINUOUS

7 - #5

TYP 1'-0" 1'-0"

0330-016

SECTION

NOTES:

iaw0330-018.dgn 5/19/2025

PIPE ENCASEMENT AT SLAB

0330-018

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

OF SLAB ABOVE

1'-0" INTO TOP

EXTEND VERTS & BEND

#5@ 12"

NOT SHOW N

TYPICAL SLAB REINF

#5@ 12"

SEE NOTE 2

JOINT

CONSTRUCTION

AT ENCASEMENT

THICKEN SLAB

SEE

PIPE ENCASEMENT REINF

iaw0330-037.dgn 5/19/2025

0330-037

INTERIOR W ALL LATERAL

SUPPORT AT PRECAST SLAB/ROOF DETAIL

PLAN FOR SIZE AND REINF

INTERIOR CM U W ALL. SEE

L5x3x3/8 x 0'-6"LG (LLV) @ 48" OC

6" MIN

TYP

3 SIDES,

TOW SEE PLAN

TOC SEE PLAN

TOPPING SLAB

FRAMING AND

PRECAST

1/4" CLR TYP

3/16

BOND BEAM, SEE PLAN

EACH ANGLE SUPPORT.

PRECAST SUPPLIER. TYP AT

M ASONRY SUPPORT ANGLES BY

CONTINUOUS EMBED FOR

84 00 AT FIRE-RATED W ALLS

FIRESTOPPING PER SECTION 07

OF NON-RATED W ALLS AND

BACKER AND SEALANT AT TOP

iaw0330-038.dgn 5/19/2025

0330-038

ROOF EDGE PLATE DETAIL

SEE PLAN

TOW EL,

8"4"2"

EMBED = 3", TYP

ADHESIVE ANCHOR,

POST-INSTALLED

OC FOR 1/2" DIA

W ITH STD HOLE @ 48"

CONT PL3/8x14" (GALV)

SEE PLANS FOR W ALL CONSTRUCTION

AIR SPACE

CONC FILL

SEE ARCH DW GS

VENEER,

DOW EL M AY BE FIELD BENT

LAP SPLICE

(2) #5 IN VERTICAL FACE

#5@ 16", UON

LAP SPLICE

1'-7"

4" UON, BEARING PAD BY PRECASTER

8" BOND BEAM REINF W / (2) #5, TYP UON

INFORM ATION

FOR ADDITIONAL

SEE ROOF PLAN

SUPPLIER,

PRECAST CONC

CONC PLANK BY

ON PRECAST

CONC TOPPING

3" MIN REINF

iaw0330-039.dgn 5/19/2025

0330-039

AT NON-BEARING W ALL DETAIL

PRECAST SLAB/ROOF

BREAK OUT CELL OF HOLLOW CORE

3" MIN CONC TOPPING

CORE PLANK

HOLLOW

#4 x CONTINUOUS

#4 @ 2'-0"

CM U

B O

N D

B E

A M

X C

O N

0330-044

SIDES

TYP 4

REINF

TYP SLAB

REINF

TYP SLAB

0330-001

THICKENED SLAB - TYPE 'B'

12" MIN1'-0"

#5@ 6" TYP

3'-0"

PER

REINF 4 SIDES

DIAG & ADDL

EMBEDMENT

OF BAR

LENGTH PLANS

SEE

P L

A N

S E

BAR SIZE AND SPG

M ATCH TOP M AT

TYPICAL SLAB - TYPE 'A'

SIDES PER

DIAG & ADDL REINF 3

BAR SIZE AND SPG

M ATCH TOP M AT

E E

P L

A N

PLANS

SEEEMBEDMENT

TYP

OF BAR,

LENGTH

#5@ 6" TYP

3'-0"

IN-SLAB TRENCH DRAIN REINFORCEMENT

THICKNESS

SLAB

#4@ 12" EW

iaw0330-056C.dgn 5/19/2025

0330-056

THICKNESS NOT SHOW N SEE PLANS

SUSPENDED SLAB; FOR REINF AND

OF OPNG EW

2 MIN EA SIDE

GENERAL NOTE:

FOR GENERAL NOTES SEE DETAIL 5 OF 5.

IN1

M AX

1 1/2"

OF PAD

2 - #4 @ TOP

FOR PAD HT > 10"

ADDL #4@ 6"

4 1/2" MIN ALL AROUND

AROUND

3" MIN ALL

FORM TO RETAIN GROUT

PLANS & EQUIP MFR

OPNG SIZE, VERIFY W /

EQUIPMENT BASE

OR EPOXY GROUT

NON-SHRINK GROUT

1 1/2" FLUID

DETAILS

ANCHOR BOLT

SEE NOTES &

ANCHOR BOLT,

3/4" CHAMFER, TYP

LARGER)

FOR AB 3/4" OR

PER PAD (#5@ 12"

#4@ 12" MIN 4

OPENINGS > 6"

#4 OR FOR

OPNG IF "X" > 1'-6"

#4@ 12" BARS AT

CONSTRUCTION JOINT

NOTE 7

SEE

TYPE 'C'

CONCRETE EQUIPMENT PAD - TYPE 'C'

DETAIL 1 OF 5

NOTES:

iaw0330-056E.dgn 5/19/2025

GENERAL NOTE:

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

FOR GENERAL NOTES SEE DETAIL 5 OF 5.

CALCULATIONS

ANCHORAGE

OR AS REQUIRED BY

2" MIN ALL AROUND

10" M AX

REQD, 3 1/2" MIN,

PAD HEIGHT AS

FOR PAD HT > 4"

#4@ 12" EW , 1 1/2" CLR

FOR PAD HT < 4",

#3@ 12" EW , 1" CLR

EQUIPMENT

EQUIPMENT PAD

3/4" CHAMFER, TYP

FOR THICKNESS SEE PLANS

SLAB OR SLAB ON GRADE,

EXST OR NEW SUSPENDED

TO PLACING PAD

ROUGHEN & CLEAN PRIOR

CONSTRUCTION JOINT,

TYPE 'E'

CONCRETE EQUIPMENT PAD - TYPE 'E'

DETAIL 2 OF 5

@ 12" OC @ PERIMETER

#4 ADHESIVE DOW EL

DETAIL 3 OF 5

iaw0330-056F.dgn 5/19/2025

M AX

1 1/2"

IN1

4 1/2" MIN ALL AROUND

3" MIN ALL AROUND

#4@ 12" EW

FOR PAD HT > 10"

ADDL #4@ 6"SEE NOTE 7

2 - #4 @ TOP OF PAD

3/4" CHAMFER, TYP

& ANCHOR BOLT DETAILS

ANCHOR BOLT, SEE NOTES

EQUIPMENT BASE

OR EPOXY GROUT

NON-SHRINK GROUT

1 1/2" FLUID

ANCHOR BOLT SLEEVE

THICKNESS SEE PLANS

OR SLAB ON GRADE, FOR

EXST SUSPENDED SLAB

PRIOR TO PLACING PAD

ROUGHEN & CLEAN

CONSTRUCTION JOINT,

TYPE 'F'

CONCRETE EQUIPMENT PAD - TYPE 'F'

EMBED

@ 12" M AX, 4 MIN,

#5 ADHESIVE DOW EL

REHABILITATION OF SCREENED FINAL EFFLUENT PUMP STATION

iaw0330-056H.dgn 5/19/2025

1.5

NOTE:

ANCHORS SPECIFIED.

TO PAD IS REQUIRED, USE CONCRETE

W HEN ANCHORAGE OF EQUIPMENT

MIN

ON PLANS

NOTED OTHERW ISE

6" MIN, TYP UNLESS

#5@ 12" EW T&B

2 - #5 CONT

GRADE

FINISH

SEE NOTE

ANCHORS,

CONCRETE

EQUIPMENT

ALL AROUND

EDGE OF SLAB

THICKENED

TYP

CHAMFER,

3/4"

TYPE 'H'

CONCRETE EQUIPMENT PAD - TYPE 'H'

DETAIL 4 OF 5

iaw0330-056L.dgn 5/19/2025

CONCRETE EQUIPMENT PAD - NOTES

DETAIL 5 OF 5

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

NOTES:

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 LIEU6.

KEEP ANCHOR BOLT ABOVE SUPPORTING SLAB (SEE TABLE BELOW ).

HEIGHT OF PADS SHALL BE MINIM UM REQUIRED FOR ANCHOR BOLT CLEARANCE TO 5.

SET AND PACK VOID W ITH GROUT.

THE GROUT IS PLACED. W EDGES OR SHIMS SHALL BE REM OVED AFTER GROUT IS

W EDGES, SHIMS, OR LEVELING NUTS SHALL BE USED TO SUPPORT THE BASE W HILE4.

EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS INDICATED OTHERW ISE.3.

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 2.

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 1.

iaw0330-059.dgn 5/19/2025

0330-059

PLAN

1. FOR CONCRETE EQUIPMENT PAD NOTES SEE

SEE PLAN

T.O. PAD EL

SECTION

TANK

SEE PLAN

T.O. CONC EL

#5@ 12" EW

#5@ 12"

SLAB, SEE PLANS

FOUNDATION

T A N

K R

A D

SIDES

8 EQUAL

LAP

TANK PAD - CONCRETE

TYPE 'A' SADDLE

iaw0330-061A.dgn 5/19/2025

PIPE SUPPORT - CONCRETE SADDLE

0330-061

DETAIL 1 OF 2

5" TYP

6" EMBEDMENT

DOW ELS,

ADHESIVE OR

D /4

2" CLR,

TYP

C L

60° 60

SPACING

VERTICAL

#5@ 12" M AX

30°

(2 x

D M

A X

V A

GROUT, POURABLE

1" MIN NON-SHRINK

INDICATED ON PLANS

PIPE STRAP W HERE

TABLE

SADDLE, SEE

W IDTH 'B' OF

SEE PLAN

FOR ELEVATION,

NEW OR EXST

CONCRETE SLAB,

TO PIPE DURING POURING

FELT SECURE TIGHT

2 LAYERS OF ROOFING

AT TOP OF CONCRETE

'V', EXTEND TO 1 1/2" CLR

VERTICAL REINFORCEMENT

SEE TABLE

iaw0330-061D.dgn 5/19/2025

PIPE SUPPORT - CONCRETE SADDLE

0330-061

DETAIL 2 OF 2

NOTES:

18"

16"

12"

10"

W IDTH

SADDLE

3/8"x3"

1/4"x3"

1/4"x2"

3/16"x2 1/2"

3/16"x2"

STRAP SIZE

PIPE

PIPE SADDLE TABLE

60" < D = 72"

48" < D = 60"

36" < D = 48"

24" < D = 36"

12" < D = 24"

D = 12"

DIAMETER

PIPE

2 (EF)

1 (CTRD)

REINFORCEMENT

LAYERS OF

#6@ 12"

#5@ 12"

REINFORCEMENT

VERTICAL

8'-0"

6'-0"

4'-0"

3'-0"

2'-0"

1'-6"

W IDTH

FOOTING

2'-0"

DEPTH

FOOTING

60" < D = 72"

48" < D = 60"

36" < D = 48"

24" < D = 36"

12" < D = 24"

D = 12"

DIAMETER

PIPE

#5@ 6"

#5@ 12"

REINFORCEMENT

STRAPS

NO. OF

TYPE 'B' PIPE SADDLE FOOTING TABLE

AND PIPE.

PROVIDE 3/4" x (STRAP W IDTH PLUS 1" W IDE) NEOPRENE PAD BETW EEN STRAP6.

AT SUBMERGED CONDITIONS, STRAP SHALL BE STAINLESS STEEL.5.

INDICATED OTHERW ISE A STRAP IS NOT REQUIRED.

FOR LOCATIONS W HERE PIPE STRAP IS REQUIRED, REFER TO DRAW INGS. UNLESS4.

USE TYPE 'B' IN OTHER LOCATIONS.

USE TYPE 'A' SADDLE IN ALL LOCATIONS W HERE A SLAB (NEW OR EXISTING) OCCURS.3.

FORM 3/4" BEVEL ON ALL EXPOSED CORNERS OF SUPPORT.2.

BARS 90° TO HOOK AROUND VERTICALS , 1 1/2" COVER.

FOR 'B'=10" OR THICKER, USE 2 LAYERS OF REINFORCEMENT, TURN HORIZONTAL1.

DETAIL 1 OF 3

5/19/2025iaw0330-066A.dgn

0330-066

IS GREATER

WHICHEVER

NOTES:

CLR

1/4 L1 1/3 L1 OR 1/3 L2

IS GREATER

WHICHEVER

1/3 L1 OR 1/3 L2

CLR

TYP

FOR SIZE AND SPACING SEE SCHEDULE

SHEAR REINF

FOR SIZE AND SPACING SEE SCHEDULE

SHEAR REINF

L1 L2

(TC)(S)

(B)

(BC)

(T)

CL SUPPORT, BEAM IS CONTINUOUS

@ SUPPORT

SPLICE BC BARS

AT MIDSPAN

BARS AND "S" BARS

SPLICE TOP CONT

(TC)

SHEAR REINF(BC)

(B) STOP AT FACE OF SUPPORT

BARS

TOP

(T)

AS REQD, TYP

BEND, ROTATE

STANDARD 90°

IS DISCONTINUOUS

CL SUPPORT, BEAM

(TC)

NOTE 4

LONGITUDINAL BEAM SECTION

POCKET THE FULL WIDTH AND DEPTH OF BEAM.

CAST BEAM INTEGRAL WITH SUPPORT OR PROVIDE BEAM4.

CORNER OF STIRRUPS.

PROVIDE MINIMUM 1 - #5 CONTINUOUS AT EACH3.

BY ADJACENT SLAB.

DEGREE HOOK ONLY ALLOWED WHERE CROSS TIE CONFINED

SHOWN ( ), OR AS SHOWN ON "TYPICAL SECTION". 90

CLOSED STIRRUPS ( ), TWO PIECE WITH CROSS TIE AS

IN BEAM SCHEDULE. CLOSED STIRRUPS MAY BE SINGLE PIECE

PROVIDE CLOSED STIRRUPS UNLESS OTHERWISE INDICATED2.

MULTIPLE ROWS ONLY WHERE INDICATED IN SCHEDULE.

PLACE TOP (T & TC) AND BOTTOM (B & BC) BARS IN1.

BEAM REINFORCEMENT

BEAM SCHEDULE

REQUIRED, SEE

(S) WHERE

DETAIL 2 OF 3

5/19/2025iaw0330-066B.dgn

PERIMETER BEAM SECTION

B E

A M D

E P

T H

BEAM WIDTH

B E

A M D

E P

BEAM WIDTH

MIN

BEND, TYP

STD 135° TYP SLAB REINF

IN LOWER LAYER UON

SHOULD BE PLACED

CORNERS, BC REINF

BC REINF @ STIRRUP

BC OR B REINF, PLACE

INTERSECTING BEAM

(S) BARS

SHEAR REINF

BEAM SCHEDULE

INDICATED IN

REQUIRED IF

INTERIOR STIRRUPS,

IN LOWER LAYER UON

SHOULD BE PLACED

CORNERS, BC REINF

BC REINF @ STIRRUP

BC OR B REINF, PLACE

INTERSECTING BEAM

ACCEPTABLE STIRRUP CONFIGURATIONS

AS SHEAR REINF, SEE NOTE 2 FOR OTHER

CROSS TIES, SAME SIZE AND SPACING

BE PLACED IN UPPERMOST LAYER UON

STIRRUP CORNERS, TC REINF SHOULD

TC OR T REINF, PLACE TC REINF AT

BEAM SCHEDULE

INDICATED IN

REQUIRED IF

INTERIOR STIRRUPS,

(S) BARS

SHEAR REINF

STD 135° BEND, TYP

UPPERMOST LAYER UON

SHOULD BE PLACED IN

CORNERS, TC REINF

TC REINF AT STIRRUP

TC OR T REINF, PLACE

CLR OF BEAM, TYP

AT BEAM, PLACE 3"

LONGITUDINAL REINF

DISCONTINUE SLAB

CLR OF BEAM, TYP

AT BEAM, PLACE 3"

LONGITUDINAL REINF

DISCONTINUE SLAB

TYP SLAB REINF

BY ADJACENT SLAB

ACCEPTABLE STIRRUP CONFIGURATIONS

AS SHEAR REINF, SEE NOTE 2 FOR OTHER

CROSS TIES, SAME SIZE AND SPACING

FOR NOTES, SEE DETAIL 1 OF 3.

NOTE:

TYPICAL BEAM SECTION

LAP LENGTH x (1.3)

BEAM REINFORCEMENT

1" CLR

SIZE

DETAIL 3 OF 3

SIZE

TBCBTCTDW

SHEAR REINF

REMARKS

BOTTOM REINF

TYPE

(NOTE 5)

NO.

LEFT SUPPORT

* TOP REINF AT

NOTES:

PLANS)

(SEE

NO.

BEAM

RIGHT SUPPORT

* TOP REINF AT

BARS

LEFT SUPPORT

SPACING FROM

5/19/2025iaw0330-066C.dgn

BEAM SCHEDULE

BLOCKOUT.

BEARING. WALL REINFORCEMENT SHALL NOT BE INTERRUPTED THROUGHOUT

FULL HEIGHT AND WIDTH OF BEAM TO PROVIDE A MINIMUM 8" SEAT FOR BEAM

WHERE BEAMS FRAME INTO CONCRETE WALLS, WALLS SHALL BE BLOCKED OUT6.

"NO." INDICATES NUMBER OF STIRRUPS OR TIES PER SET.5.

PROVIDE CLOSED TIES IN LIEU OF STIRRUPS AND CLOSURE BARS.

DETAIL. WHERE SHEAR REINFORCEMENT "TYPE" IS INDICATED AS "CLOSED TIE",

SHEAR REINFORCEMENT AND CLOSURES AS SHOWN IN BEAM REINFORCEMENT

WHERE SHEAR REINFORCEMENT "TYPE" IS INDICATED AS "STIRRUP", PROVIDE4.

B1 26" 30" 7#9 7#9 7#9 1 #5 STIRRUP3#9 ES @6" MAX

B2 16" 20" 4#8 4#8 4#8 1 #4 STIRRUP1#9 ES @6" MAX

B3 16" 24" 4#9 4#9 4#9 1 #5 STIRRUP1#9 ES @6" MAX

DEPTH OF BEAM (D) SHOWN IS MINIMUM DEPTH.

CONSTANT WITH THE SLOPE, THOSE BEAMS THAT CROSS THE SLOPE,

WHERE BEAMS SLOPE WITH THE FLOOR, DEPTH OF BEAM SHALL BE 3.

IS DRAWN, UNLESS OTHERWISE NOTED ON PLAN.

THE LEFT SIDE OR BOTTOM OF SHEET ON WHICH FRAMING PLAN

LEFT SUPPORT IS DESIGNATED AS THE SUPPORT CLOSEST TO2.

SUPPORT" OF ADJACENT BEAM.)

THE RIGHT SUPPORT IS CALLED-OUT AS "TOP REINFORCEMENT AT LEFT

REINFORCEMENT AT RIGHT SUPPORT" OF BEAM THAT IS CONTINUOUS OVER

* TOP REINFORCEMENT MAY BE CALLED-OUT TWICE IN SCHEDULE. (I.E. "TOP1.

C L

" 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

iaw0330-080.dgn 5/19/2025

CONCRETE CURB

0330-080 iaw0330-084.dgn 5/19/2025

0330-084

CONDUIT IN STRUCTURAL CONCRETE

0330-001

AS DIRECTED BY ENGINEER.

FOR SHORT SECTIONS OF ELEMENTS, SUCH AS W ALL PIERS, PLACE CONDUITS

CONDUITS PER .

AT EXIT OR ENTRY TO SLAB, REINFORCE OPENINGS CREATED BY M ULTIPLE

NOTES:

SLAB ON GRADE

W ALL OR ELEVATED SLAB

/3 T

OF SLAB THICKNESS

CONDUITS IN MIDDLE THIRD

REINF, TYP

REINF, TYP OF W ALL OR SLAB THICKNESS

CONDUITS IN MIDDLE THIRD

C L

GRADE GREATER THAN 16"

CONDUITS IN SLAB ON

ALTERNATE LOCATION FOR

CONDUIT AT MIN 6" OC

2" INSIDE DIA OR LESS

DIA, MIN, TYP

3 x OUTSIDE

DIA, MIN, TYP

3 x OUTSIDE

1. REM OVE CONCRETE OUT TO SOUND CONCRETE.

NOTES:

DAM AGED SURFACES AS NOTED

CONCRETE FINISH, REPAIR ROUGH OR

CONCRETE TO M ATCH EXISTING ADJACENT

FINISH SLAB OR W ALL UNDER REM OVED

iaw0330-143.dgn 5/19/2025

CONCRETE DEM OLITION

0330-143

TO M ATCH APPEARANCE OF ADJACENT CONCRETE SURFACES.

FILL DEFECTIVE AREA W ITH AN APPROVED PREPACKAGED REPAIR M ATERIAL

TECHNIQUES.

BONDING AGENT M ANUFACTURER AND REPAIR M ATERIAL M ANUFACTURER ON

CURING PROCEDURES REQUIRED BY M ATERIAL M ANUFACTURERS. CONSULT W ITH

DEM ONSTRATE METHODS FOR REPAIR USING ACTUAL M ATERIALS, METHODS, AND

REPAIR M ATERIAL.

USE APPROVED BONDING AGENT ON SURFACES TO BE PATCHED PRIOR TO PLACING

EDGES.

REQUIRED, M AKE EDGES PERPENDICULAR TO THE SURFACE. DO NOT FEATHER

IF CHIPPING INTO THE SURFACE OF THE EXISTING SLAB OR W ALL TO REM AIN IS

CONCRETE SURFACES TO REM AIN

DAM AGE EXISTING ADJACENT

REM OVED, USE CARE NOT TO

EXISTING CONCRETE TO BE

SAW -CUT AND CHIP TO REM OVE

TO REM AIN

EXISTING CONCRETE

PATCH W ITH REPAIR M ATERIAL

TO REM AIN, CLEAN AND SOAK, AND

BELOW TOP OF EXISTING CONCRETE

EQUIPMENT ANCHORS TO 1 1/2" MIN

EXISTING REINFORCEMENT AND

1 1/2" DEEP, CHIP, AND REM OVE

CORE DRILL 2" DIAMETER HOLE,

iaw0421-002.dgn 5/19/2025

0421-002

1. EXTEND BASE FLASHING 6" HIGHER THAN M ORTAR BLOCK M ATERIAL.

2. SEE STRUCT DW GS FOR LOCATIONS OF CURBS.

@ 24" OC

W EEP VENTS

SEE CIVIL DW GS

FINISH GRADE,

1'-4" OR 1'-8"

SST EDGE DRIP

NOTES:

TYPICAL BASE OF W ALL DETAIL

04 21 13.13

SEE SECTION

M ORTAR BLOCK,

DW GS FOR REINFORCING

CM U W ALL, SEE STRUCT

BARRIER

AIR & W ATER

BAR AND SEALANT

TERMINATION

INSULATION

RIGID

AIR SPACE

SST EDGE DRIP

FLASHING W /

BASE OF W ALL

VENEER

BRICK

NOTE 2)

(SEE

CURB

CONC

OR 8"

COURSE

CM U

M ORTAR

GROUT

SLOPED

INSUL

R-15 FACED

LAP

A P

NOTES:

INTERIOR CORNEREXTERIOR CORNER

FAR FACE

HOOK AT

STANDARD 90°

VERTS

2 TYP

iaw0422-001A.dgn 5/19/2025

0422-001

W ALL CORNERS (SINGLE & DOUBLE M AT)

SINGLE M AT PLAN FOR HORIZONTAL BARS

3 TYP VERTS

BAR SIZE & SPACING

M ATCH TYP HORIZ

CORNER BARS

0422-003

REINFORCED M ASONRY

DETAILS .

AT OPENINGS, CONTROL JOINTS, OR CORNERS LESS THAN 6'-0" IN LENGTH, SEE2.

UNLESS NOTED OTHERW ISE.

LAP=48 BAR DIAMETERS, BUT NOT LESS THAN 2'-0" FOR HORIZONTAL BARS1.

iaw0422-003A.dgn 5/19/2025

0422-003

CM U OPENING REINFORCEMENT

"W "

90°

HOOK

8" LINTEL SECTION

135°

HOOK

12" LINTEL SECTION

SCHEDULE

"A" BARS SEE

REINFORCEMENT

HORIZONTAL

LINTEL BOTTOM

8" CM U W ALL

SEE SCHEDULE

AS REQD

STIRRUPS

"A" BARS

LENGTH AS

STIRRUP, SAME

BAR AT TOP OF

HORIZONTAL

TYP W ALL

LINTEL BLOCK

SCHEDULE

DEPTH, SEE

LINTEL

NOTE 5

REINFORCEMENT,

ADDL HORIZONTAL

REINFORCEMENT

VERTICAL

TYP CM U W ALL

12" CM U W ALL

SEE SCHEDULE

AS REQD

STIRRUPS

LENGTH AS "A" BARS

STIRRUP, SAME

BAR AT TOP OF

HORIZONTAL

TYP W ALL

BARS SEE SCHEDULE

REINFORCEMENT "A"

HORIZONTAL

LINTEL BOTTOM

W IDTH W IDTH

JAMBJAMB

BOND BEAM

"B" BARS IN

IN 12" W ALLS)

(1 EF) PER CELL

W ALLS, TW O

PER CELL IN 8"

(ONE CENTERED

SIDE, SEE NOTE 2

"C" BARS EACH SEE NOTE 3

LINTEL BLOCK

"A" BARS IN

BOUNDARY AREA

W ITHIN SHADED

GROUT ALL CELLS

T E

D E

P T iaw0422-003B.dgn 5/19/2025

0422-003

CM U OPENING REINFORCEMENT

<2'-8" 8"

16"

24"

32"

48"

16"

24"

8" W ALLS

#3@ 8"

#3@ 16"

#3@ 24"

>2'-8"<4'-0"

>4'-0"<6'-0"

>6'-0"<8'-0"

>8'-0"<10'-0"

<2'-8" 8"

16"

24"

32"

48"

16"

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 ALLS

NOTES:

CM U OPENING REINFORCEMENT SCHEDULE

EXTEND REINFORCEMENT CONTINUOUS TO 2'-8" BEYOND FURTHEST OPENING.

SIDE OF THE OPENINGS. W HERE THERE IS LESS THAN 8'-0" BETW EEN ADJACENT OPENINGS, "A" AND "B" BARS SHALL EXTEND 48 BAR DIAMETERS, BUT NOT LESS THAN 2'-0" EACH

W ALL SECTIONS.

FOR BAR SIZES, M ATCH TYPICAL W ALL REINFORCEMENT AS SHOW N ON THE BUILDING

DEPTH

LINTEL

SIZE, SPG

STIRRUP

BARS

"A"

BARS

"B"

BARS

"C"

W IDTH

JAMB

DEPTH

LINTEL

SIZE, SPG

STIRRUP

BARS

"A"

BARS

"B"

BARS

"C"

W IDTH

JAMB

ON THE DRAW INGS.

USE BAR QUANTITIES AND SIZES GIVEN IN LINTEL SCHEDULE UNLESS OTHERW ISE NOTED

W ALL HORIZONTAL REINFORCEMENT.

HORIZONTAL REINFORCEMENT AT 12" FROM BOTTOM OF LINTEL. M ATCH SIZE OF TYPICAL

FOR LINTEL DEPTHS EQUAL TO OR GREATER THAN 48" PROVIDE ADDITIONAL LAYER OF

HEIGHT.

OF OPENING EXCEPT THAT W HEN "H" OR "W " EXCEEDS 2'-0", "C" BARS SHALL EXTEND FULL

EXTEND "C" BARS 48 BAR DIAMETERS, BUT NOT LESS THAN 2'-0" BEYOND TOP AND BOTTOM

DETAIL 2 OF 2

iaw0422-004B.dgn 5/19/2025

0422-004

INTERMEDIATE REINFORCED M ASONRY SHEAR W ALL

NOTES: ELEVATION

0422-003

0422-001

REINF

VERT

TYP

NOTE 2

SEE

CONCRETE

TOP OF

SEE NOTE 4

DOW ELS,

REINF SEE

OPENING

CM U

SEE NOTE 2

LAP, TYP,

72 BAR DIA

COLUM N, SEE NOTE 7

W ALL PIER OR

HORIZONTAL JOINT REINFORCEMENT SPLICE = 1'-4".

DETAIL .

0422-006

0422-005

AND .

NOTE 8

SEE SEE NOTE 2

DIA LAP,

48 BAR

OC M AX

AT 16"

REINF

JOINT

HORIZ

TYP

LEVELS

FLOOR

ROOF AND

AT ALL

W ALL AND

AT TOP OF

HORIZ BARS

2 TYP

IN FIRST COURSE

HORIZ JOINT REINF

STRUCTURAL NOTES.

FACILITY. FOR MINIM UM REINFORCEMENT REQUIREMENTS, SEE GENERAL

FOR TYPICAL W ALL REINFORCEMENT, SEE W ALL SECTIONS AND DETAILS FOR EACH

LAP ALL OTHER VERTICAL BARS 72 BAR DIAMETERS.

LAP VERTICAL REINFORCEMENT W ITH W ALL DOW ELS 48 BAR DIAMETERS (2'-0" MIN),

PROVIDE DOW EL BARS IN FOUNDATION TO M ATCH ALL VERTICAL REINFORCEMENT.

FOR ADDED REINFORCEMENT AT W ALL INTERSECTIONS AND CORNERS, SEE .

GROUT EACH SIDE OF OPENING AS NOTED IN TYPICAL OPENING REINFORCEMENT

FOR HORIZONTAL REINFORCEMENT AT OPENINGS SEE PIER AND COLUM N DETAILS

DO NOT PLACE VERTICAL CONDUIT IN THE SAME CELL AS VERTICAL REINFORCEMENT.

iaw0422-005A.dgn 5/19/2025

0422-005

CM U W ALL PIER

W HERE PIERS ARE CENTERED BELOW BEAM BEARING, REDUCE TIE SPACING TO 8".

NOTES:

0422-006

OPENING

OPENING OPENING2'-8" TO 4'-0"

(SEE NOTE 3)

2'-8" TO 4'-0"

(SEE NOTE 3)

CORNER PLAN

8" CM U W ALL

INTERIOR PLAN

0422-001

0422-003

BOND BEAM

TIES IN

#3@ 16"

SEE SIM

REINFORCEMENT,

TYPICAL CORNER

TYP EA END OF PIER

"C" BARS PER HOOK

90°

HOOK

90°

SOLID GROUT PIERS FULL W ALL HEIGHT.

IN BOND BEAM

#3@ 16" TIES

TYP

PER

"C" BARS

FOR 8" CM U W ALL PIERS 2'-0" AND LESS, SEE W ALL COLUM N DETAIL

iaw0422-006A.dgn 5/19/2025

0422-006

CM U W ALL COLUM N

2'-0" OR LESSOPENING

180°

HOOK

8" CM U W ALL

CORNER PLAN

NOTE:

INTERIOR PLAN

0422-001

0422-003

TYP

PER

"C" BARS

BEAM BLOCK

IN BOND

#3@ 8"

OPENING OPENING

0422-003

HOOK

180°

2'-0" OR LESS

BEAM BLOCK

IN BOND

#3@ 8"1/2" CLR

TYP

GROUT W ALL COLUM NS FULL W ALL HEIGHT.

(4 BARS MIN IN COLUM N)

TYP EACH END OF PIER

"C" BARS PER SIM

SEE SIM

REINFORCEMENT,

TYP CORNER

iaw0422-031.dgn 5/19/2025

CM U CONTROL JOINT

0422-031

NOTE:

JOINT

PREFABRICATED

ENLARGED DETAIL

CM U BLOCK

BOND BREAKER TAPE

SEALANT

CM U BLOCK

3/8"

STRAIGHT W ALL

T-W ALL

IN TW O CELLS

REINFORCEMENT

VERTICAL

PROVIDE TYPICAL

SEE ENLARGED DETAIL

8" CM U W ALL

THROUGH JOINT

ROOF AND FLOOR LEVELS

HORIZONTAL BARS AT ALL

EXCEPT CONTINUE

REINFORCEMENT AT JOINT,

STOP TYPICAL HORIZONTAL

CENTERED ON JOINT

REINFORCEMENT IN CELL

PROVIDE TYPICAL VERTICAL

DETAIL, TYP

SEE ENLARGED

CONTROL JOINT

PREFABRICATED

BACK-UP ROD

SIDE OF JOINT

IN 2 CELLS EACH

REINFORCEMENT

VERTICAL

PROVIDE TYPICAL

8" CM U W ALL

FOR M ASONRY CONTROL JOINT LOCATIONS SEE PLANS.2.

12" CM U W ALL W ITH 2 LAYERS OF REINFORCEMENT IS SIMILAR.1.

T Y

MIN

TYP TYP

S E

E t"

S E

C O

" COL + 5"

COL + 5" MIN

C O

COL + 1"

1 1/2" 1 1/2" iaw0512-001.dgn 5/19/2025

COLUM N BASE - STEEL

0512-001

THICKNESSES OVER 3/4". ALL W ELDS SHALL BE SINGLE-PASS W ELDS.

1/2", 1/4" FILLET FOR THICKNESSES OVER 1/2" TO 3/4", AND 5/16" FILLET FOR M ATERIAL

W ELD SIZE SHALL BE 3/16" FILLET FOR M ATERIAL THICKNESSES UP TO AND INCLUDING

W ELD SIZE SHALL BE DETERMINED BY THE THICKEST MEMBER JOINED; MINIM UM

ON COLUM N.

LEVELING NUTS AND 1'-0" MINIM UM EMBED AND BASEPLATES SHALL BE CENTERED

UNLESS OTHERW ISE NOTED, ANCHOR BOLTS SHALL BE 3/4" DIA x REQUIRED W ITH

(3 /4

N O

P L

A N

(3 /4

N O

P L

A N

NOTE 2

SEE

NOTE 2

SEE

T Y

,IS

R E

A T

E R

W H

E V

E R

A B

S P

C O

T Y

6" MIN

COL + 1",

T Y

PLAN PLAN

PLANPLAN

ELEVATION

TYPE A

ELEVATION

TYPE B

NOTES:

BOLTS

ANCHOR

W / 3/4" RADIUS TOOL

AS SPECD, ROUND CORNERS

1 1/2" NON-SHRINK GROUT

COLUM N

W OR HSS

BOLTS

ANCHOR

COLUM N

W OR HSS

W COLUM NW COLUM N

COLUM N

4" FOR W 14

W 12 COLUM N,

3 1/2" FOR

W 10 COLUM N,

2 1/2" FOR

COLUM N

HSS

COLUM N

HSS

16-18

12-15

8-10

4 1

NOTES:

L E

N G

T H

S E

E S

C H

E D

2 1/2"

COM MENTS

30 8

33 9

36 10

7/8"

3/4"

1'-8 1/2"

1'-5 1/2"

1'-2 1/2"

0'-11 1/2"

0'-8 1/2"

0'-5 1/2"

0'-3"

0'-2 1/2"

2'-6"

2'-3"

2'-0"

ANGLE THK = 3/8"

STD

GAGE

ANGLE, TYP UON

5/16" x REQD DOUBLE

1 1/2" 1 1/2"

2 1/2" M AX

MINMIN

CL BOLTS

T&B

MIN,

1 1/4"

FOR 7/8" DIA BOLTS)

1" MIN (1 1/8" MIN

A325N BOLTS, TYP UON

DEPTH, INCHES

NOMINAL BEAM

BOLTS

ROW S OF

BOLTS)

FOR 7/8" DIA

FLANGE (1 5/16"

COPED BEAM

1 1/4" MIN AT

INSTALLATION

REQD FOR PROPER

COPE FLANGE AS

INCHES

BOLT DIA,

LENGTH, INCHES

DOUBLE ANGLE,

iaw0512-020.dgn 5/19/2025

TYPICAL BEAM CONNECTION - STEEL

0512-020

NOTE 3

SEE

OR COLUM N

STEEL BEAM

SUPPORTING

DIMENSION SHALL BE 3" UNLESS OTHERW ISE REQUIRED FOR PROPER FABRICATION.

CONNECTIONS W HEN REQUIRED OR USED.

PROVIDE ADDITIONAL 1 1/2" LENGTH TO DOUBLE ANGLE FOR STAGGERED BOLT

SPECIFICALLY NOTED OTHERW ISE OR APPROVED IN W RITING BY THE ENGINEER.

ALL BEAM FRAMING CONNECTIONS SHALL CONFORM TO THIS DETAIL UNLESS

STEEL BEAM

SUPPORTED

6"x4"x5/16"

W EB

SUPPORTED BEAM

OF 2 BOLTS AT

SHALL HAVE 1 ROW

6x4x5/16, 6" LEG

1/4

PLAN

ELEVATION

NOTE:

BEAM W / FIRESAFING

FILL VOID AROUND

CLOSURE PLATE

SEE FRAMING PLANS

STEEL BEAM,

BEAM ELEVATION)

TO M ATCH TOP OF

(TOP OF ANGLE

SUPPORT ANGLE

DECKING LEDGER

0531-001

0558-002

SEAT BLOCKOUT

OF M ASONRY ACROSS

CONTINUE FACE SHELLS

M A

OR SET BEAMS BEFORE COMPLETING W ALL ABOVE.

PROVIDE BLOCKOUT DEPTH AS REQUIRED FOR SETTING BEAMS, (BEAM DEPTH + 6") MIN,

SEE NOTE 1

BLOCKOUT DEPTH,

ON SINGLE BEAM SEAT)

(5'-4" MIN LENGTH CENTERED

AND BELOW BLOCKOUT

CONTINUOUS (#5 MIN) ABOVE

HORIZONTAL BARS

8" BOND BEAM W / 2 TYPNON-SHRINK GROUT

BEARING W ALL

M ASONRY EXTERIOR

iaw0512-067.dgn 5/19/2025

BEAM SEAT/EXTERIOR W ALL - STEEL

0512-067

W ASHERS

NUTS & 2 - HEAVY

BOLTS W / LEVELING

2 - 3/4"x0'-10" ANCHOR

PL 3/4x4

CL W ALL & BEARING

T Y

P T

Y P

C L

HOLES

STANDARD OVERSIZED

SIDE OF BLOCKOUT

GROUT CELL EACH

1/4

VARIES2 1/2"

2 3/4"

ALUMINUM

2 1/2"

10 7 1/2"

7-8-9

5-6 1 3"

AL 4x4x5/16"

NOTES:

2 1/2" DIMENSION TYPICAL EXCEPT 2" FOR 4" BEAM.

NOTE:

BOLTS AS SPECD

3/4" DIA SST

F L

A N

G E

C O

P E

D B

E A

/4 M

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

iaw0514-020.dgn 5/19/2025

TYPICAL BEAM CONNECTION - ALUMINUM

0514-020 iaw0531-001.dgn 5/19/2025

DECKING LEDGER SUPPORT ANGLE

0531-001

STEEL DECKING

1/2" CLR

DECKING AT ANGLE TO W ALL

DECKING NORM AL TO W ALL

STEEL DECKING

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" iaw0531-021A.dgn 5/19/2025

0531-021

DETAIL 1 OF 2

ROOF DECK OPENING

O P

E N

L E

N G

T H

CLOSURE

6'-0" < W

L 4x3x1/4 (LLV)

S U

P P

O R

S U

P P

O R

'W '

TYP

3/16

OPENING CLOSURE

L 3x3x1/4

2'-0" < W < 4'-0"

4'-0" < W < 6'-0"

7'-6" < L

L 5x3x1/4 (LLV)

SUPPORT

6'-0" < L < 7'-6"

DECK SPAN

L 4x3x1/4 (LLV)L < 6'-0"

M E

T A

L D

E C

K S

P A

0531-001

0531-002

W IDTH

OPENING

DECK/W ALL CONN,

OPENINGS 2'-1" TO 6'-0"

PLAN

NOTES:

REFER TO SPECIFICATIONS FOR SM ALLER DECK OPENING REINFORCEMENT.2.

ATTACHMENTS.

NOT FALL AT SUPPORTS PARALLEL TO DECK SPAN, PROVIDE FILLER PIECES FOR EQUAL

SUPPORTS PARALLEL TO SPAN @ 6" ON CENTER. W HERE VALLEY OF DECKING DOES

SPECIFIED FASTENERS AT EACH VALLEY OF DECKING. ATTACH METAL DECKING TO

ATTACH METAL DECKING TO ALL SUPPORTS PERPENDICULAR TO DECKING SPAN W ITH1.

OR BEAM

JOIST

CL METAL

CONNECTION

BEAM SUPPORT

SEE JOIST OR

CONNECTION

SUPPORT

SEE W ALL

W ALL, TYP

iaw0531-021B.dgn 5/19/2025

0531-021

DETAIL 2 OF 2

ROOF DECK OPENING

D E

C K

S P

A N

TYP

3/16

3/16 3/16

'W ' 'W ' 'W '

OPENINGS 1'-0" TO 2'-0"

3/16

24" M AX

12" TO

0531-001

JOIST OR BEAM

OF METAL

TOP CHORD

END

TYP EA

FRAMING CONNECTIONS

SECTION

PLAN

JOIST OR BEAM SUPPORT W ALL SUPPORT

AS REQD

COPE ANGLE

SEE SCHED

ANGLE,

SUPPORT

@ 5" GA, , SIM

DIA CONC ANCHORS

LONG W / 2 - 5/8"

L 5x3x1/4x0'-8"

TYP

L2x2x3/16", SEE NOTE 1

DECKING ATTACHMENT,

DECK

METAL ROOF

L2x2x3/16", TYP

PIPE BOLLARD

0550-342

4"DIA STL PIPE

1/4" PJF

x x x x x x

FILL W / CONC

6 1/2" 6"

3/16 3/16

2 1/2"

SLOTTED HOLES

W / 11/16x2 1/2"

3/8" AL BOT PLATE

GROUT

NON-SHRINK

NOTE 7, TYP

SLOTTED HOLES

W / 11/16"x2 1/2"

3/8" AL BOT PLATE

PLAN

SECTION

BOTTOM CONNECTION

NOTES:

iaw0551-001A.dgn 5/19/2025

0551-001

STAIR DETAILS - ALUMINUM

DETAIL 1 OF 4

STAIR SLOPE

VARIES W /

TYP

SEE DW GS,

RISERS,

UNIFORM

VARIES

PL 3/8x3x

END AL

DETAIL

RISER PLATE

SEE PARTIAL

RISER PLATE DETAIL.

3 3/4" M AXIM UM. FOR STAIRS W ITH PICKET RAILING EXTEND RISER PLATE PER FULL

CLEARANCE BETW EEN TOP OF RISER PLATE AND BOTTOM OF TREAD TO BE

FOR RISER PLATE SEE PARTIAL RISER PLATE DETAIL UNLESS NOTED OTHERW ISE.7.

FIELD VERIFY DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATION.6.

ALL FASTENERS SHALL BE STAINLESS STEEL.5.

STAIR M ANUFACTURER TO COORDINATE BOLTED TREADS AND RAILING CONNECTIONS.4.

STAIR RAILING NOT SHOW N.3.

OTHERW ISE NOTED ON PLANS.

AMERICAN STANDARD C12x7.41 ALUMINUM STRINGERS TYPICAL EXCEPT W HERE2.

W ITH CONCRETE PER SPECIFICATIONS.

PROVIDE PROTECTION FOR DISSIMILAR METALS AND FOR ALUMINUM IN CONTACT1.

CONC ANCHORS

(2) 5/8" SST

iaw0551-001B.dgn 5/19/2025

3/16

11"

TYP

SEAL TYP

TREAD,

W / T.O. GRATING

TREAD FLUSH

INSTALL FIRST

TOP CONNECTION - ALUMINUM

GRATING

GS-2, SIM

PLATFORM

EDGE OF

11" LANDING

T Y P

EXCEPT AS NOTED

SIM

CONN

2 - ROW BOLTED

TYP

SEE DW GS,

RISERS,

UNIFORM

0514-020

STRINGER

STAIR

SEE PLANS

W IDTH

TYP

TREAD,

TYP

1" OVERLAP,

LANDING CONNECTION - ALUMINUM

IN STRINGER

SLOTTED HOLES

HORIZONTALLY

SHORT

NOTE 7, TYP

TYP

TREADS,

GRATING

NOSING, TYP

W / T.O. GRATING

TREAD FLUSH

INSTALL FIRST

GS-2, SIM

SEE PLANS

METAL BEAM,

NEAR FACE

SINGLE AL ANGLE

SEE LANDING CONNECTION.

FOR NOTES NOT SHOW N

NOTE:

DETAIL 2 OF 4

iaw0551-001D.dgn 5/19/2025

DETAIL 3 OF 4

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

NOTED ON PLANS

SEE NOTE 7

RISER PLATE,TREAD

GRATING OTHERW ISE

3'-0" UNLESS

W ALL UON

CLR FROM

SEE NOTE 7

M A

NOTED ON PLANS

OTHERW ISE

1'-0" MIN UNLESS

2" 1 1/2"

STAIR SLOPE

VARIES W /

W IDTH

STAIRW AY

TREAD

ALUMINUM

1/2"

STAIR TREADS

BOTTOM CLOSURE PLATE

STRINGER

M OUNTING PL

AND STRINGER

CLEAR GROUT

BENT PL TO

COPE 3/16"

3/16" AL BENT PL

iaw0551-001E.dgn 5/19/2025

DETAIL 4 OF 4

6" OC

IN 1/4" DIA HOLE AT

TEK SCREW , 1" LONG

SST SELF-TAPPING

PARTIAL RISER PLATE

END M AX 12" OC

6" FROM EACH

CONC ANCHORS,

5/8" DIA SST

3/16" AL BENT PL

6" OC

IN 1/4" DIA HOLE AT

TEK SCREW , 1" LONG

SST SELF-TAPPING

M A

FULL RISER PLATE

BENT PL

3/16" AL

8 GAGE AL PLATE

11 GAGE AL PLATE

END M AX 12" OC

FROM EACH

ANCHORS, 6"

5/8" SST CONC

TYP

HANDRAIL

AS REQD TO

1 1/2"

4 1/2"

1 1/2" 3"

W ORK POINT

1/ 4"

3 1/2"1" T Y P

1/ 4"

3/16

2 - 3/4" DIA SST BOLTS

NOTE:

3/8" GUSSET PL

0514-056

STRINGERS

FULLY SEAT

AT ACCESS TO LANDING

GS-1 GRATING SUPPORT

M ASONRY W ALL

CONCRETE OR

OF LANDING

BEAM EACH SIDE

AL CLOSURE

@ 9" GA EW

MIN EMBEDMENT

ANCHORS W / 5 1/2"

DIA SST ADHESIVE

AL PL 5/8x12x12 W / 4 - 3/4" iaw0551-003.dgn 5/19/2025

STAIR LANDING SUPPORT - ALUMINUM

0551-003

OMIT HORIZ SLOTTED HOLES

AL 3 1/2x2 1/2x1/4 (LLV)

SST BOLTS

W / 2 - 3/4" DIA

SUPPORT BEAM

STRINGER TO

BOLT EACH

SUPPORT BEAM

CONT OVER

STAIR STRINGER

SST BOLTS

W / 2 - 3/4" DIA

CTRD ON BEAM

3/8" AL GUSSET PL

SST BOLT

W / 1 - 3/4" DIA

CTR OF BRACE

SPACER PL @

AL PL 3/8x3x3

W ALL SEE SIM,

FOR CONNECTION AT

AL I 8x6.35 SUPPORT BEAM, PER SPECIFICATIONS.

CONTACT W ITH CONCRETE

FOR ALUMINUM IN

PROVIDE PROTECTION

0551-101 iaw0551-101G.dgn 5/19/2025

NTS

A X

ELEVATION SECTION

2'-0"

0552-001

7" MIN

10" M AX

SURFACE

W ALKING

3'-6" ABOVE

VERIFY

1'-2" MIN, FIELD

LADDER - ALUMINUM - PRE-ENGINEERED

PIPE W ITH EXTENSION TYPE 'E'

NOTES:

EACH RAIL

ANCHORS, TYP

4 SST CONCRETE

CONCRETE W ITH

CONN, SECURE TO

EXTRUDED AL BASE

CM U, TYP

TO CONCRETE OR

ANCHOR AT CONN

5/8" SST CONCRETE

SPECIFIED, TYP

BRACKET AS

EXTRUDED AL

SURFACE

W ALKING

TOP OF

NOTE 2, TYP

MIN, SEE

RUNG, 1" W IDE

EXTRUDED AL

AL PIPE, MIN, TYP

1 1/2" DIA SCHED 40

MIN, TYP

M AX, 10"

@ 1'-0" OC

SPACED

EQUALLY

SURFACE

W ALKING

TOP OF

SEE NOTE 4 SEE NOTE 4

1'-6" UON

SEE NOTE 3

FOR H GREATER THAN 24'-0" PROVIDE SAFETY CLIMB DEVICE.4.

INCREASE W IDTH OF FLARE TO 2'-6" W HEN LADDER SAFETY CLIMB DEVICE IS USED.3.

PROVIDE CORRUGATED, KNURLED OR DIMPLED SURFACE ON TOP OF RUNG.2.

PROVIDE PROTECTION FOR ALUMINUM IN CONTACT W ITH CONCRETE PER SPECIFICATIONS.1.

INDICATED

GATE W HERE

SELF CLOSING

0551-141 iaw0551-141C.dgn 2025\05\21

NTS

TYP

3/16

M A

T.O. ROOF

T.O. GRATING

M A

MAX, 10" MIN, TYP

SPACING @ 1'-0" OC

EQUAL TO RUNG

DETAIL, TYP

RUNGS, SEE RUNG

BAR 1" DIA STL

GRATING CONN DETAIL

1" STL GRATING, SEE

STL L5x3x1/4 LLV

7" MIN, 10" MAX

LADDER - STEEL - FLAT BAR UP AND OVER - TYPE 'C'

NOTES:

SEE NOTE 2

OR CMU

AT CONNECTION TO CONCRETE

W/ 4 1/2" MIN EMBEDMENT

5/8" SST CONCRETE ANCHORS

H E

H T

SEE FLARE DETAIL

FLARE LADDER RAILS,

10" MIN, TYP

@ 1'-0" OC MAX,

EQUALLY SPACED

EACH RAIL, SEE NOTE 2

AT TOP CONNECTION, TYP

DIAGONAL BRACKETS

TYP

CJP,

3" CLR MIN

SEE NOTE 3

FOR H GREATER THAN 24'-0" PROVIDE SAFETY CLIMB DEVICE.3.

LADDER EXTENDS TO SLAB BELOW.

5/8" SST CONCRETE ANCHORS. DIAGONAL BRACKET NOT REQUIRED IF BASE OF

AT INTERIOR DRY AREAS, EXTEND RAILS AND BEND 3" AT FLOOR. SECURE WITH2.

HOT DIP GALVANIZE STEEL AFTER FABRICATION, UNLESS OTHERWISE NOTED.1.

EACH RAIL

@ 8'-0" OC MAX, TYP

BRACKETS T&B AND

3/8" x 2 1/2"

STL BAR

RECEIVE RUNGS

RAILS, PUNCH TO

STL FB 3/8" x 2 1/2" LADDER

SHARP EDGE AT TOP, TYP

PL 3/8" x 2 1/2", REMOVE

STL STIFFENER

0551-151.dgn 5/28/2025

SHIPS LADDER

0551-151

NOTES:

ROOF HATCH

TYP

3/16

'-0 " M

A X

2'-0" W IDE AL TREADS

SIM

STRINGER TOP

CONN

SIM

1" NOSING

TYP

3/16

2-6

* 6" M AX

SEE PLANS

LANDING EL

AL GRATING

SIM

0551-001

0553-001

0552-001

0551-001

SIM

LANDING CONN

U A

L R

R S

A X

E Q

U A L S

P G

@ 2'-0" SPG

AL C10x10.4 STRINGERS

ANGLES EA SIDE

GRATING SUPPORT

AL L2x2x1/4

REQUIRED TO CLEAR.

* VERIFY MINIM UM AS

HANDRAIL

STD 3 - RAIL

TRANSITION

M AKE SM OOTH

CONC. PLANK

12" PRECAST

HANDRAIL

STAIR

2 - RAIL AL

PLATFORM

SUPPORT

GRATING

TOPPING

3" GROUT

AND CURB

ROOF HATCH

U S

E W

C U

R B

2" 2"

TYP

NOTES:

3/16

3/4"

3/8"

FASTEN RAIL TO W ALL FLANGE PER M ANUFACTURER'S RECOM MENDATIONS.

R A

W ALL FLANGE TO BE M OUNTED TO W ALL W ITH (2) 3/8" DIA SST W EDGE ANCHORS.

Y P

DETAIL 1 OF 4

M A

Y P

POST, TYP

@ 6'-0" M AX

EQUAL SPACES

SEE PLANS

FOR W IDTH

M AX

6'-0"

T Y

C L

P O

S T iaw0552-001A.dgn 5/19/2025

POST BEYOND

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

RAILING - 2 RAIL - ALUMINUM

SEE DETAIL BELOW

RAIL TERMINAL, TYP,

BOARD

TOE

CONCRETE

EDGE OF

END OF RAIL

THREAD

W ITH 1/2"

1 1/4" STUD

3/8" DIA x

W ASHER

NYLON

1/8" THICK

PER SPECS

GATE SYSTEM

PER SPECS

W ALL FLANGE

TYP PER SPECS

TOE BOARD,

PER SPECS

RAILING SYSTEM

SPECIFICATIONS. ANODIZE FINISH AFTER ALL W ELDING PER SPECIFICATIONS.

AT CONTRACTOR'S OPTION FABRICATE HINGES OR PROVIDE OTHER HINGES PER

RAILING SECTION

CLR

RAILING DETAIL W ITHOUT LANDING

C L

BRACKET

NOTES:

DETAIL 2 OF 4

1'-0"

EQUAL SPACING

11"

1 1/2"

HANDRAIL

iaw0552-001D.dgn 5/19/2025

CONC STAIRS SIM

METAL STRINGER SHOW N,

MIN

SEE DETAIL BELOW

W HERE NO LANDING REQD

OF INTERMEDIATE LANDING,

LOCATE POST AT EACH END

5'-0" M AX

PROVIDE TOE BOARD AT LANDING W HERE REQUIRED.

ANCHORAGE DETAIL

SEE RAILING POST

SYSTEM

RAILING

GUARD

RETURN ENDS OF HANDRAIL TO GUARD AT BOTH ENDS.

HANDRAIL SEE NOTE 2

FOR RETURN AT

MIN

RAILING - 2 RAIL STAIR - ALUMINUM (IBC)

PER SPECS

SYSTEM

RAILING

6 1/4"

DETAIL 3 OF 4

MIN

IN5

iaw0552-001XA.dgn 5/19/2025

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

FIELD CUT TO FIT

ALUMINUM RAILING POST,

PLAN

ELEVATION

TYPE 'A'

NOTE:

BASE PER SPECIFICATIONS