FTW392-100percent_DESIGN_SUBMITTAL_DRAWINGS_07212016_-_Full_Size.pdf

PDF 14 MB Posted Jun 30, 2017

Attached to: Melaven Pool Maintenance
Solicitation number: W912D0-17-R-0012
Issued by: Department of the Army Materiel Command Expeditionary Contracting Command Regional Contracting Office Alaska 413th CSB

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G F E

REMOVE AND DISPOSE OF

EXISTING RECIRCULATION

PUMP, STRAINER AND

PIPING

REMOVE AND

DISPOSE OF

WATER

CHEMISTRY

CONTROLLER

REMOVE AND DISPOSE OF BOTH SAND FILTERS

ALONG WITH ALL FILTER FACE PIPING AND

PIPING TO BACKWASH TANK

REMOVE AND DISPOSE PH

BUFFER FEED SYSTEM

MOUNTING AND SCALE

REMOVE PH BUFFER CHEMICAL AND STORE

FOR FUTURE USE. USE RECOMMENDED

SAFETY EQUIPMENT IN THE CHEMICAL

MSDS TO HANDLE CHEMICAL SAFELY

CUT RECIRCULATION PIPE NEAR

WALL AND PREPARE FOR

CONNECTION TO NEW PIPING

CUT DRAIN PIPING CONNECTED TO

BACKWASH TANK. REMOVE PIPING

AND VALVE AND CAP CUT PIPE.

REMOVE AND DISPOSE OF

EXISTING ELECTRICAL PANEL

WITH FLOW METER

EXISTING GUTTER, MAIN DRAIN, AND

DRAIN DOWN PIPING, STRAINER, AND

PUMP TO REMAIN FOR DRAINING THE

POOL AND THE SURGE TANK

CUT DRAIN PIPING AT JUNCTION WITH

GUTTER PIPING. REMOVE PIPING AND

VALVE AND CAP CUT PIPE

CORE EXISTING OPENING TO ACCEPT

8" SUCTION PIPE WITH LINK SEAL

CENTER OF CORE TO BE EXISTING

CENTER OF PUMP SUCTION PIPING.

REMOVE ACCESS LADDER

FROM SURGE TANK

POOL EQUIPMENT

ROOM

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

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AQUATICS FOR LIFE

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LITIO

1/4" = 1'-0"1 POOL MECHANICAL ROOM DEMOLITION PLAN

NORTH

http://www.chh2o.com

G F E D C B A

REMOVE AND

DISPOSE OF

CHLORINE FEED PUMP

AND MOUNTING

BRACKET, SCALE, AND

EXISTING CHLORINE

SUPPLY. USE

RECOMMENDED

SAFETY EQUIPMENT IN

THE CHEMICAL MSDS

TO HANDLE CHEMICAL

SAFELY.

REMOVE AND

DISPOSE EXISTING

POOL LINER SYSTEM

IN ITS ENTIRETY

POOL OWNER TO

REMOVE AND STORE

LANE LINES DURING

RENOVATION

REMOVE AND DISPOSE PVC MAIN

DRAIN FRAME AND GRATES FROM

EACH MAIN DRAIN.

CHEMICAL

ROOM

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

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1/8" = 1'-0"1 SWIMMING POOL DEMOLITION PLAN

NORTH

G F E D C B A

SWIMMING POOL

REFER: SP101

CHEMICAL

ROOM

POOL MECHANICAL

ROOM IN BASEMENT

REFER: SP200

NATATORIUM

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

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DESIGN DATA

UNITS POOL

LENGTH FT. 82

WIDTH FT. 60

WATER SURFACE AREA SQ. FT. 4,920

PERIMETER FT. 284

VOLUME GALLON 259,025

CIRCULATION SYSTEM & FILTERS

POOL TURNOVER RATE HOUR 6.00

RECIRCULATION RATE GPM 720

FILTRATION RATE (MAX.

DESIGN)

GPM/SQ.

FT. 1.3

FILTER AREA REQUIRED SQ. FT. 553.8

FILTRATION RATE (ACTUAL) GPM/SQ.

FT. 1.3

FILTRATION AREA (ACTUAL) GPM/SQ.

FT. 572

FILTER BACKWASH

VOLUME GALLONS 500

FILTER BACKWASH RATE GALLONS 200

GENERAL POOL NOTES

1. PROVIDE NEW PVC POOL LINER

INCLUSIVE OF ALL MATERIAL AND

LABOR FOR THE POOL. INCLUDE

LANE MARKING, WALL TARGET,

AND DEPTH AND WARNING

MARKERS AS REQUIRED.

2. POOL OWNER SHALL REMOVE

AND STORE POOL LANE LINES

PRIOR TO THE POOL LINER

REPLACEMENT AND INSTALL THE

LANE LINES IN THE POOL AFTER

PROJECT COMPLETION.

3. EXISTING POOL STRUCTURE IS

AN ALUMINUM POOL STRUCTURE

FABRICATED BY CHESTER

POOLS.

4. CAMERA INSPECTION OF THE

BELOW GRADE MAIN DRAIN

PIPING DURING CONSTRUCTION

IS REQUIRED. PROVIDE

INSPECTION VIDEO TO OWNER

AND DESIGN TEAM FOR

ANALYSIS. REFER TO BID

SCHEDULE AND SPECIFICATION

131100 FOR ADDITIONAL

INFORMATION ON OPTION FOR

PIPE LINING.

P O

O L R

R E

N C

N S

NORTH

1/8" = 1'-0"1 POOL REFERENCE PLAN

60'-0"

'-1

E D C B A

7' -0

'-8

6' -6

-1 1"

'-0

2' -0

17'-9" 24'-6" 17'-9"

NOTE:

VERIFY ALL

DIMENSIONS

IN THE FIELD.

DEPTH MARKERS &

WARNING SIGNS

REFER: 2/SP-102

D E

M A

R K

E R

W A

R N

N S

L O

R S

R E

: 2 /S

P-

DEPTH MARKERS

REFER: 2/SP-102

NATATORIUM

SP-101

F F

SP-101

'-0

3' -6

7'-0"19'-8"13'-5"42'-0"

82'-1"

5' -0

"WATER LEVEL

DECK LEVEL

NOTE:

VERIFY ALL

DIMENSIONS

IN THE FIELD.

8' -0

3' -6

WATER LEVEL

DECK LEVEL

2'-0"

8 LANES @ 7'-0" = 56'-0"

2'-0"

5'-6"7 SPACES @ 7'-0" = 49'-0"5'-6"

60'-0"

EXISTING ANCHOR

TYPICAL OTHER SIDE

WALL TARGET & FLOOR MARKERS

TYPICAL OTHER SIDE

REFER: 3/SP-102

NOTE:

VERIFY ALL

DIMENSIONS

IN THE FIELD.

'-0

2'-0"

8 LANES @ 7'-0" = 56'-0"

2'-0"

5'-6"7 SPACES @ 7'-0" = 49'-0"5'-6"

60'-0"

MAIN DRAIN COVERS

REFER: 2/SP-202

WATER LEVEL

DECK LEVEL

NOTE:

1. VERIFY ALL DIMENSIONS

IN THE FIELD.

2. DIVING BOARDS NOT

SHOWN IN SECTIONS.

EXISTING ANCHOR

TYPICAL OTHER SIDE

WALL TARGET & FLOOR MARKERS

TYPICAL OTHER SIDE

REFER: 3/SP-102

7' -0

WATER LEVEL

DECK LEVEL

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

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AQUATICS FOR LIFE

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1/8" = 1'-0"1 POOL PLAN

1/8" = 1'-0"2 POOL SECTION

1/8" = 1'-0"3 POOL SECTION

1/8" = 1'-0"4 POOL SECTION

DEPTH & WARNING

SIGNAGE SCHEDULE

SIGNAGE

3 FT 6 IN

4 FT 3 IN

5 FT 0 IN

8 FT 6 IN

12 FT 0 IN

13 FT 0 IN

WATER LEVEL

EXISTING ALUMINUM GUTTER

2" PVC

COATED

STEEL

11 OUNCE GEOTEXTILE

FABRIC FULLY ADHERED

60 MIL PVC MEMBRANE

SMOOTH TEXTURE

SLIP-RESISTANT

60 MIL PVC

MEMBRANE

TRUNCATE PVC MEMBRANE AT

BACK OF HORIZONTAL SURFACE

DEPTH MARKER PLAN

DEPTH MARKER ELEVATION

NOTE:

1. DEPTH MARKERS AND WARNING SIGNS CREATED

WITH VINYL MARKINGS ADHERED TO PVC. PVC

TO BE ADHERED TO ALUMINUM POOL SURFACE.

2. HORIZONTAL POOL MARKINGS SHALL BE SLIP

RESISTANT.

POOL EDGE 3"

TOP OF EXISTING

POOL WALL 2"

TARGET ELEVATION FLOOR MAKER PLAN

FINISH POOL WALL

BLACK PVC

1' -0

-0

1' -6

-6

TOP OF EXISTING

POOL WALL

1'-0" 1'-0" 1'-0" 3'-0"

1' -0

-0

BLACK PVC

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

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COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

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P O

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TAILS

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1 1/2" = 1'-0"1 EXISTING ALUMINUM GUTTER

3/4" = 1'-0"2 DEPTH MARKER & WARNING SIGN

1/2" = 1'-0"3 WALL TARGETS & FLOOR MARKERS

CHEMICAL

ROOM

NEW

MODULATING

FLOAT

VALVE

EXISTING

MAIN

DRAIN

PIPING

INLET

PIPING

TO POOL

P4 P3

P2P2

POOL EQUIPMENT

ROOM

PH BUFFER

ROOM

15 14

1 2

17 10

POOL FILTERPP3

8' -9

7' -0

7' -6

POOL FILTER TOP

ROTATIONAL

CLEARANCE

REQUIREMENTS

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

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GENERAL POOL MECHANICAL ROOM NOTES

1. POOL PUMPS SHALL BE INSTALLED ON HOUSEKEEPING PADS.

2. EQUIPMENT ROOM FLOOR SHALL SLOPE 1/4" TO 1/2" TO FLOOR DRAINS.

3. VENTILATION OF POOL MECHANICAL ROOM AND CHEMICAL STORAGE AREAS PER

LOCAL, STATE AND INTERNATIONAL MECHANICAL CODE MINIMUM. REFER TO

MECHANICAL.

4. THE FOLLOWING INFORMATION SHALL BE LAMINATED AND POSTED IN THE POOL

MECHANICAL ROOM: BACKWASH PROCEDURE, POOL FILLING & DRAINING, VALVE

REFERENCE CHART, POOL MECHANICAL ROOM PLAN, POOL PIPING SCHEMATICS &

POOL SYSTEMS SCHEMATICS.

PIPING

1. MINIMUM 7' - 0' CLEARANCE BENEATH ALL OVERHEAD PIPING, IF POSSIBLE.

2. PROVIDE AND SUPPORT OVERHEAD AND VERTICAL PIPING PER SPECIFICATION

REQUIREMENTS.

3. LABEL AND IDENTIFY ALL PIPING IN COMPLIANCE WITH THE SPECIFICATIONS.

4. ALL FLOW METERS SHALL BE SIZED TO MATCH THE PIPE ON WHICH IT IS

INSTALLED. PROVIDE PRESSURE GAUGES ON INFLUENT AND EFFLUENT SIDE OF

EACH FILTRATION SYSTEM AND A FULL LINE SIZE FLOW METER ON FILTER RETURN.

5. THE BACKWASH PIPING SHALL TERMINATE NO CLOSER THAN 6" ABOVE THE FLOOD

RIM OF THE BACKWASH HUB OR TWICE THE PIPE DIAMETER, WHICHEVER IS

GREATER.

FILTERS

1. ALL FILTER SUPPORTS SHALL BE SEISMICALLY RATED FOR THE SEISMIC ZONE IN

WHICH IT IS INSTALLED IN ACCORDANCE WITH LOCAL AND/ OR STATE

REQUIREMENTS.

2. FILTER MANUFACTURER SHALL CERTIFY FILTER MEDIA.

CHEMICAL TREATMENT

1. CHEMICAL FEED REQUIREMENTS - REFER TO THE POOL SYSTEMS SCHEMATIC(S)

ON SP-300.

2. INTERLOCK POOL CIRCULATION PUMP(S) WITH ITS CORRESPONDING WATER

CHEMISTRY CONTROLLER, CHEMICAL FEED PUMP(S), AND HEATER(S).

3. PROVIDE SIGNAGE ON CHEMICAL ROOM DOORS IN COMPLIANCE WITH THE FIRE

CODE. REFER 7/SP-201.

4. SECURE CHEMICAL METERING PUMP FEED LINES TO WALL AND/OR OVERHEAD

WITH CLIPS OR DEVICES THAT DO NOT CRIMP, DISTORT OR ALLOW HIGH AND LOW

AREAS IN TUBING RUNS. PROVIDE CHECK VALVE AND SHUT-OFF VALVE BEFORE

LINES ENTER POOL RETURN PIPING.

5. WATER CHEMISTRY CONTROLLERS SHALL CONTROL THE SANITIZING SYSTEM AND

PH CONTROL SYSTEM AND SHUT THEM DOWN UPON LOSS OF SAMPLE STREAM

FLOW.

6. THE CHEMICAL CONTROL SYSTEM BYPASS LINE SHALL SAMPLE WATER AFTER THE

FILTERS AND BEFORE THE HEATER BYPASS LINE.

PUMPS

1. PROVIDE INFLUENT AND EFFLUENT GAUGES FOR EACH PUMP. PRESSURE GAUGES

HAVE A RANGE OF 0-100 PSI. COMPOUND GAUGES HAVE A RANGE OF 0-30 HG / 0-60

PSI.

ELECTRICAL

1. GFCI'S PROVIDED AT OUTLETS. REFER TO ELECTRICAL.

2. POOL EQUIPMENT ROOM AND CHEMICAL STORAGE AREAS SHALL BE PROVIDED

WITH ARTIFICIAL LIGHTING SUFFICIENT TO ILLUMINATE ALL EQUIPMENT AND

SUPPLIES. REFER TO ELECTRICAL.

PUMP SCHEDULE

SPECIFICATIONS

PUMP

REQUIREMENTS

REFER TO

ELECTRICALID DESCRIPTION GPM TDH HP

PP1 RECIRCULATION PUMP 1 720 85 25 E

PP2 RECIRCULATION PUMP 2 720 85 25 E

PP3 FILTER BACKWASH PUMP 105 20 3

A REMOTE PUMP

START B 15 MINUTE TIMER

C EMERGENCY STOP D INTERLOCK WITH

RECIRCULATION PUMP

E VARIABLE

FREQUENCY DRIVE

PIPE SCHEDULE

ID DESCRIPTION

P1 8" FROM POOL MAIN DRAINS TO SURGE TANK

P2 8" FROM SURGE TANK TO PP1 & PP2

P3 8" FROM PP1 & PP2 TO POOL FILTER

P4 8" FROM POOL FILTER TO POOL INLETS

P5 4" PRECOAT LINE

P6 3" FROM POOL FILTER TO PP3

P7 3" FROM PP3 TO EXISTING BACKWASH FUNNEL

EQUIPMENT SCHEDULE

ID ITEM

POOL NAME

RECIRCULATION PUMP 1 (PP1)

REFER: 1/SP-201

RECIRCULATION PUMP 2 (PP2)

REFER: 1/SP-201

FILTER SYSTEM

CHEMICAL CONTROLLER

REFER: 2/SP-201

CHLORINATION SYSTEM

REFER: 3/SP-201

PH BUFFER SYSTEM

REFER: 4/SP-201

UV TREATMENT SYSTEM &

CONTROLLER

REFER: 6/SP-201

WATER LEVEL CONTROLLER

REFER: 8/SP-202

AIR COMPRESSOR

VFD

FLOW METER SENSOR

REFER: 9/SP-201

HEATER TEES

EXISTING POOL AND SURGE

TANK DRAIN DOWN PUMP

IMPACT FLOW METER

REFER: 9/SP-202

EXISTING BACKWASH FUNNEL

REFER: 1/SP-203

FILTER BACKWASH PUMP (PP3)

REFER: 2/SP-203

N S

TIO

N S

P O

O L M

E C

H A

AL R

O M

1/4" = 1'-0"1 CHEMICAL ROOM PLAN

1/4" = 1'-0"2 POOL MECHANICAL ROOM PLAN

1/4" = 1'-0"3 POOL MECHANICAL ROOM SECTION

1/4" = 1'-0"4 FILTER SERVICE REQUIREMENTS

BYPASS SWITCH17

M F

E D

R S

D O

W N

M N

E A

R E

S T

SERVICE VALVE

REDUCER

PUMP WITH S/S

ANCHOR BOLTS

CONCRETE HOUSEKEEPING PAD

SHALL BE CLEAN, SQUARE

FORMED PAD AND EXTEND 2"

BEYOND EQUIPMENT IN ALL

DIRECTIONS

PRECOAT LINE

FROM FILTER

CHECK VALVE

FILTER INFLUENT

AUTOMATIC CONTROL VALVE

SERVICE VALVE

(ALL PUMPS)

LINK SEAL

REFER: 1/SP-202

HAIR AND LINT

STRAINER

CONCRETE

HOUSEKEEPING PAD

SHALL BE CLEAN,

SQUARE FORMED PAD

AND EXTEND 2"

BEYOND EQUIPMENT IN

ALL DIRECTIONS

PRESSURE GAUGE

WITH SNUBBER

COMPOUND GAUGE

WITH SNUBBER AT

PUMP FLANGE GAUGE

TAPPING (TYPICAL)

A A

3/4" Y STRAINER

3/4" SUPPLY

LINE FROM

FILTER

CHEMICAL

CONTROLLER

TO CHLORINE PUMP, 115V RUN IN

CONDUIT TO DUPLEX OUTLET AT

CHEMICAL FEED PUMP

REMOVABLE pH AND ORP

PROBES - PLUG PORT TO

CALIBRATE PROBE

WET CELL

FIELD WIRED TO CONTROLLER

PRESSURE GAUGE

3/4" BALL VALVE

(TYPICAL 3 PLACES)

WATER TEST PORT, PROVIDE FLEXIBLE

TUBING CLAMPED TO WALL TO 24"

ABOVE SINK IF AVAILABLE IN

MECHANICAL ROOM

115V DEDICATED

CIRCUIT - WITH GFI

TO ACID PUMP, 115V RUN IN

CONDUIT TO DUPLEX OUTLET AT

CHEMICAL FEED PUMP

NETWORK LINE

THROTTLING VALVE

CONTROL WIRING TO

FILTER CONTROLLER

CONTROL WIRING TO

UV CONTROLLER

NOTE:

ALL PIPE AND FITTINGS ARE

NON-METALLIC WITH S/S FASTENERS

150 GALLON DOUBLE

WALL CHLORINE TANK.

DIMENSIONS MUST FIT

THROUGH A 36" DOOR.

BALL VALVE

TO RECIRCULATION RETURN PIPING

REFER TO SYSTEMS SCHEMATIC

COMBINATION

SWITCH/RECEPTACLE

115V CIRCUIT FROM CHEMICAL CONTROLLER

REFER TO ELECTRICAL DRAWINGS

4' -0

" M

. A

PUMP

SHELF

1/2" SCH. 80 PVC

3/8" COMPRESSION NUT

1/4" INJECTOR FITTING

1/2"x1/4" THREADED REDUCER

1/2" FEMALE ADAPTOR

CHEMICAL FEEDER

3/8" CHEMICAL TUBING, LEAVE SLACK TO

ALLOW FOR SERVICE TO THE FEED UNIT

1" PVC CONDUIT FROM

CHLORINE TANK FOOT

VALVE & STRAINER

4' -0

" M

M A

O R

NOTE:

ALL PIPE AND FITTINGS ARE

NON-METALLIC WITH S/S

FASTENERS

TO RECIRCULATION RETURN PIPING

REFER TO SYSTEMS SCHEMATIC

115V CIRCUIT FROM

CHEMICAL CONTROLLER

REFER TO ELECTRICAL

DRAWINGS

COMBINATION

SWITCH/RECEPTACLE

3/8" CHEMICAL TUBING LEAVE

SLACK TO ALLOW FOR

SERVICE TO THE FEED UNIT

BALL VALVE

1/2" SCH 80 PVC

1/2" FEMALE ADAPTOR

1/2"X1/4" THREADED REDUCER

1/4" INJECTOR FITTING

3/8" COMPRESSION NUT

CHEMICAL FEEDER

PUMP SHELF

PH BUFFER DRUM

VENT/CHECK VALVE

REFER: 5/SP-201

FROM DRUM OR CARBOY

FOOT VALVE AND STRAINER REQUIRED

DRUM(S) OR CARBOY(S)

MODULAR SPILL PLATFORM

TO PUMP

3/4" MALE

THREADS

3/8" O.D. POLY TUBING

3/8" TUBING x 3/8" MNPT

COMPRESSION FITTING

VAPOR SHIELD

BODY

VENT PLUG

WEIGHTED

STRAINER

NOTE:

WITH ALL TANK CONFIGURATIONS,

INCLUDING BULK TANKS, VAPOR SHIELD

SHALL BE CONFIGURED TO ENSURE

CONTAINMENT OF ALL VAPORS.

PROVIDE CLEARANCE PER

MANUFACTURER RECOMMENDATION

TO REMOVE UV LAMPS

POWER SUPPLY REFER

TO ELECTRICAL

UV SYSTEM CONTROL PANEL

MOUNT TO WALL OR FLOOR

NEAR TREATMENT CHAMBER

FROM FILTER TO POOL

1" DRAIN

TREATMENT

CHAMBER

S/S BRACKETS

MOUNT TO

FLOOR OR WALL

UV BYPASS VALVE

IN-LINE

STRAINER

NOTE:

1. ALL PIPING IN UV BYPASS LOOP

SHALL BE SCHEDULE 80 PIPING.

2. INFLUENT AND EFFLUENT FLOW

VARIABLE ON CHAMBER

ORIENTATION.

3. REFER TO POOL PIPING AND

MECHANICAL ROOM DRAWINGS FOR

POOL RECIRCULATION PIPE SIZES.

4. REFER TO MANUFACTURER FOR

POWER CONNECTIONS FROM

CHAMBER TO CONTROL CABINET.HIGH VOLTAGE

WIRES

LOW VOLTAGE

WIRES

JUNCTION BOXES

LOW VOLTAGE TO CHEMICAL CONTROLLER

LOW VOLTAGE TO FILTER CONTROLLER

1/2" SCH 80 PVC

SEE PIPING PLAN FOR SIZE

LOCATE

CHEMICAL

INJECTION POINT

AT 7'-0" A.F.F. MAX

REFER TO

SYSTEM

SCHEMATIC FOR

LOCATION

CHECK VALVE

RATING EXPLANATION GUIDE

RATI

NG HEALTH HAZARD FLAMMABILITY HAZARD INSTABILITY HAZARD

CAN BE LETHAL BELOW 73 DEGREES F MAY EXPLODE AT

NORMAL

TEMPERATURES AND

PRESSURES

CAN CAUSE SERIOUS

OR PERMANENT

INJURY

ABOVE 73 DEGREES,

BELOW 100 DEGREES F

MAY EXPLODE AT

HIGH TEMPERATURE

OR SHOCK

CAN CAUSE

TEMPORARY

INCAPACITATION OR

RESIDUAL INJURY

ABOVE 100 DEGREES F,

BELOW 200 DEGREES F

VIOLENT CHEMICAL

CHANGE AT HIGH

TEMPERATURES OR

PRESSURES

CAN CAUSE

SIGNIFICANT

IRRITATION

ABOVE 200 DEGREES F NORMALLY STABLE.

HIGH

TEMPERATURES

MAKE UNSTABLE

0 NO HAZARD WILL NOT BURN STABLE

MURATIC

ACID

SODIUM

HYPOCHLORITE

HEALTH

HAZARD

FLAMMABILITY

HAZARD

INSTABILITY

HAZARD

CONFIRM SIGNAGE WITH LOCAL FIRE MARSHAL AND/OR

BUILDING CODES PRIOR TO INSTALLATION.

DETAIL A-A

1 1/2" = 1'-0"

ANCHOR (NON-FERROUS)

S/S BOLT

STEEL OR CAST IRON BASE

GROUT SOLID

MOTOR

DIRECTION

OF FLOW

NOTE:

FOR INSTALLATION REFER TO

MANUFACTURER'S SPECIFIC

DIMENSIONAL REQUIREMENTS.

4-20 mA

SIGNAL TO

CHEMICAL

CONTROLLER

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

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COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

JEFF N

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NTS1 TYPICAL PUMP DETAIL

NTS2 CHEMICAL CONTROLLER

NTS3 CHLORINATION SYSTEM

NTS4 PH BUFFER SYSTEM

NTS5 PH BUFFER VENT PIPING

NTS6 UV TREATMENT SYSTEM

NTS7 HAZARD SIGNAGE

NTS8 CHEMICAL TAP AND VALVE

NTS9 FLOW METER SENSOR

LINK SEAL

LINK

SEAL

PIPE

GROUT INTERIOR

OPENING AROUND PIPE

TO PUMP

S/S GRATING WITH VANDAL

PROOF FASTENERS

FINISH FLOOR

NOTE:

MAIN DRAINS MAY USE MULTIPLE VGB

COMPLIANT GRATES SECURELY

FASTENED PER MANUFACTURER

RECOMMENDATIONS.

CERTIFIED COVER/GRATE

WITH FRAME AND FASTENERS

NOTE:

1. BRACKET SHALL HAVE AN

ELECTRO-PLATED FINISH.

2. FOLLOW MANUFACTURERS

RECOMMENDATIONS FOR MAX

LOADING AND ATTACHMENT

REQUIREMENTS.

CONCRETE WALL

STRUT MOUNTED PIPE

GUIDE(S)

FASTENERS

GALVANIZED STEEL RODS

THREADED AT EACH END &

ANCHORED TO STRUCTURE

ABOVE. ALL-THREAD ROD MAY BE

USED FOR RODS 24" AND SHORTER

CLEVIS PIPE HANGER

PIPE (2.5" THRU 12")

PIPE (2" DIA. AND LESS)

PLATED STEEL PIPE

RING HANGER

GALVANIZED STEEL ALL-THREAD ROD

ANCHORED TO STRUCTURE ABOVE.

ALL THREAD ROD MAY BE USED FOR

RODS 24" AND SHORTER

GALVANIZED STEEL

ALL-THREAD ROD ANCHORED

TO STRUCTURE ABOVE.

ALL-THREAD ROD MAY BE USED

FOR RODS 24" AND SHORTER

DOUBLE NUT

STRUT MOUNTED

PIPE GUIDES

115V AC OUTLET

CONTROL UNIT

TO SOLENOID VALVES

AT FILL FUNNEL

SENSOR EXTENSION CABLE SEAL-TITE

FLEX CONDUIT LENGTH AS REQUIRED TO

ELECTRICAL HOUSING AND ELECTRODES.

COORDINATE WITH ELECTRICAL

FACTORY SUPPLIED CLIPS

OR 316L S/S EQUIVALENT

(2 MIN.) 316L S/S

ANCHORS (TYPICAL)

WATER LEVEL

PROBE TO BE

LOCATED IN

SURGE TANK

1" PVC CONDUIT

TO WATER LEVEL

CONTROLLER

FINISHED FLOOR

NOTE:

SUPPORT PIPE AS

DIRECTED IN PROJECT

SPECIFICATIONS.

PIPE SADDLE

SUPPORT WITH

U-BOLT.

CONCRETE WEDGE

ANCHOR 4 TYPICAL

2 x D D = DIAMETER OF PIPE 5 x D

D = DIAMETER OF PIPE

DIRECTION

OF FLOW

NOTE:

DIMENSIONS

INDICATED ARE

MINIMUMS. REFER TO

MANUFACTURER

NEAREST FITTING NEAREST FITTING

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

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COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

JEFF N

O D

O R

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D E

ILS

P O

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NTS1 LINK SEAL

NTS2 MAIN DRAIN

NTS3 ADJUSTABLE STRUT BRACKET

NTS4 CLEVIS PIPE HANGER

NTS5 SWIVEL RING PIPE HANGER

NTS6 TRAPEZE HANGER

NTS7 FLOOR MOUNTED PIPE SUPPORT

NTS8 WATER LEVEL CONTROLLER

NTS9 IMPACT FLOW METER

FINISH FLOOR

PUMPED BACKWASH FROM FILTER

6" AIR GAP

8" BACKWASH FUNNEL CONNECTION

REFER TO MECHANICAL M-203

BACKWASH FUNNEL SCHEDULE

POOL

FILTER

DISCHARGE

RATE GPM

(MIN.)

BACKWASH

FUNNEL SIZE

COMPETITION 105 EXISTING

RECIRCULATING PUMP

WITH S/S ANCHOR BOLTS

PRESSURE GAUGE

WITH SNUBBER

SERVICE VALVE (ALL PUMPS)

CONCRETE HOUSEKEEPING

PAD SHALL BE CLEAN, SQUARE

FORMED PAD AND EXTEND 2"

BEYOND EQUIPMENT IN ALL

DIRECTIONS

ECCENTRIC REDUCER

INTEGRAL HAIR LINT STRAINER

CONCENTRIC INCREASER

TO BACKWASH FUNNEL

FROM FILTER

A A

DETAIL A-A

NTS

MOTOR

STEEL OR CAST IRON

BASE-GROUT SOLID

S/S BOLT

ANCHOR

(NON-FERROUS)

SURGE TANK

1" AUTO-FILL

BYPASS

MAKE UP WATER

SOLENOID VALVE

POWERED FROM WATER

LEVEL CONTROL PANEL

DOMESTIC WATER SERVICE

AND PIPING TO AIR GAP

REFER: MECHANICAL

6" A

EXISTING GRATE

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

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COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

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NTS1 EXISTING BACKWASH FUNNEL

NTS2 FILTER BACKWASH PUMP

11NTS3 FILL MANIFOLD

MANUAL FILL

TO POOL INLETS

SAMPLE

TAP

WET CELL

ASSEMBLY

FILTER

TO BACKWASH FUNNEL

THRU 6" AIR GAP

SURGE

TANK

AIR VENT TO

ATMOSPHEREWATER

LEVEL

CONTROLLER

NOTE:

THE WATER CHEMISTRY CONTROLLER SHALL

BE INTERLOCKED WITH THE RECIRCULATION

PUMP TO DISABLE ITS OPERATION WHEN THE

RECIRCULATION PUMP IS SHUT-OFF. THE

WATER CHEMISTRY CONTROLLER SHALL ALSO

BE DISABLED DURING THE BACK-WASH CYCLES.

SYSTEM SHUTOFF VALVE

BACKWASH

THROTTLING

VALVE

FILTER SYSTEM

POOL

DOMESTIC WATER

SERVICEN

NETWORK

LINE BY

ELECTRICAL

SODIUM

HYPOCHLORITE

TANK(S)

(LIQUID CHLORINE)

ACID DRUM(S)

OR CARBOY(S)

COMBINATION

SWITCH/RECEPTACLE

COMBINATION

SWITCH/RECEPTACLE

VALVE

BYPASS

VALVE

UV SYSTEM

INTERLOCK WITH MAIN

RECIRCULATION PUMP

UV CONTROL PANEL

UV TREATMENT

CHAMBER

PRE-COAT

FILTER

CONTROL

PANEL

MAIN RECIRC. PUMP

AIR

COMPRESSOR

TO HEAT

EXCHANGER

REFER TO

MECHANICAL

CPVC

BACKWASH PUMP

CHEMICAL

CONTROLLER

WIRING BOX

MANUAL AIR

BLEED VALVEFS

E V

BY PASS PANEL

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

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1:1

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COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

JEFF N

O D

O R

C O

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A S

N O

TED

D E

ILS

P O

O L S

Y S

ATIC

SCHEMATIC

LEGEND

LEGEND ITEM

FLOW

DIRECTION

BUTTERFLY

VALVE

BALL VALVE

GATE VALVE

MODULATING

FLOAT VALVE

PRESSURE

REDUCING

VALVE

SOLENOID

VALVE

SWING GATE

CHECK VALVE

THREE WAY

VALVE

DUCK BILLED

VALVE

PUMP

HAIR AND LINT

STRAINER

"Y" STRAINER

FLOW METER

FLOW

INTERLOCK

FLOW SENSOR

IMPACT FLOW

METER

VENTURI FLOW

METER

WATER METER

AUTOMATIC AIR

VENT

MANUAL AIR

VENT

PRESSURE

GAUGE AND

COCK

COMPOUND

GAUGE AND

COCK

DIGITAL TEMP

SENSOR

THERMOMETER

GEAR

PNEUMATIC

ACTUATOR

SOLENOID

POWER CORD

FLOW

CONTROL

VALVE

VARIABLE

FREQUENCY

DRIVE

REMOTE

START/STOP

EMERGENCY

STOP

LOW VOLTAGE

CONTROL

WATER LINE

1 PHASE

POWER

3 PHASE

POWER

VENT LINE

CO₂ LINE

NETWORK LINE

NTS1 POOL SYSTEMS SCHEMATICS

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n S y m

D r a w n

B y

R E

S I D

E N

N G

I N

E E

D a t e

S T

A T

P R

I M

O N

T R

A C

T O

D a t e

D e s c r i p t i o n A p p v d

C I T

C O

N T

R A

C T

O R

C O

N T

R A

C T

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

O f f i c e

S y m

O f f i c e

S y m

U S

R M

N G

I N

E E

I S

T R

I C

A N

C H

O R

A G

L A

S K

C O

R P

N G

I N

E E

R S

Reference number:

Sheet of

HGFEDCBA

w w w c o f f m a n c o m

A n c h o r a g e

A l a s k a

S t r e e t

A E

C C

F T

A I N

W R

I G

H T

L A

S K

M E

L A

V E

O O

A T

E R

A T

M E

O V

A T

I O

100% SET

W K

B D

F T

D r a w i n g p

A n c

J o b s f t w s w i m m i n g p o o l d g s

S d g l a s t s a v e o

M w s p o t t e d b y

W i l s o n

S c o t t o n

THE FOLLOWING NOTES APPLY UNLESS SHOWN OTHERWISE:

BUILDING CODES AND STANDARDS

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE REGULATIONS

AND STANDARDS LISTED BELOW. ALL ARE LISTED BY THEIR BASIC DESIGNATION ONLY.

IF PUBLICATION DATES ARE NOT LISTED, THE LATEST EDITION SHALL BE USED. IN THE

CASE OF CONFLICTING STANDARDS, THE MORE RESTRICTIVE SHALL BE USED.

ACI 315 AMERICAN CONCRETE INSTITUTE, "MANUAL OF STANDARD PRACTICE

FOR DETAILING REINFORCED CONCRETE STRUCTURES", 1999.

ACI 318 AMERICAN CONCRETE INSTITUTE, "BUILDING CODE REQUIREMENTS

FOR STRUCTURAL CONCRETE AND COMMENTARY", (ACI 318), 2011

EDITION.

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "STEEL

CONSTRUCTION MANUAL", 14TH EDITION.

AISI S100 AMERICAN IRON AND STEEL INSTITUTE "NORTH AMERICAN

SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL

STRUCTURAL MEMBERS", WITH SUPPLEMENT 1, DATED 2010.

ASCE 7 AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMUM DESIGN LOADS

FOR BUILDINGS AND OTHER STRUCTURES", 2010 EDITION.

ASTM ASTM INTERNATIONAL, "AMERICAN SOCIETY FOR TESTING AND

MATERIALS", VARIOUS TESTING AND MATERIAL SPECIFICATIONS

REFERENCED AS "ASTM XXXX" WHERE XXXX IS PUBLICATION

REFERENCE CODE.

AWS D1.1 AMERICAN WELDING SOCIETY, "STRUCTURAL WELDING CODE - STEEL",

2010 EDITION.

AWS A2.4 AMERICAN WELDING SOCIETY, "SYMBOLS FOR WELDING AND

NONDESTRUCTIVE TESTING", 2007 EDITION.

IBC INTERNATIONAL CODE COUNCIL, "INTERNATIONAL BUILDING CODE",

2012 EDITION.

ICC INTERNATIONAL CODE COUNCIL, "ICC-ES", ICC-EVALUATION SERVICES,

VARIOUS MATERIAL AND PRODUCT TEST REPORTS AND INSTALLATION

STANDARDS.

SDI STEEL DECK INSTITUTE, "ROOF DECK DESIGN MANUAL", FIRST EDITION.

SSPC STEEL STRUCTURES PAINTING COUNCIL, "GOOD PAINTING PRACTICE",

SSPC PAINTING MANUAL, 4TH EDITION.

UFC 1-200-01 UNIFIED FACILITIES CRITERIA, "GENERAL BUILDING REQUIREMENTS",

WITH CHANGE 3, 1 AUGUST 2015.

UFC 3-301-01 UNIFIED FACILITIES CRITERIA, "STRUCTURAL ENGINEERING", WITH

CHANGE 1, 15 MAY 2014.

UFC 3-310-04 UNIFIED FACILITIES CRITERIA, "SEISMIC DESIGN FOR BUILDINGS", 1

JUNE 2013.

LIVE LOADS

MECHANICAL ROOM.............. 100 PSF (OR ACTUAL EQUIPMENT WEIGHT)

FAN ROOM ............................. 125 PSF (OR ACTUAL EQUIPMENT WEIGHT)

STAIRS .................................... 100 PSF

DEAD LOADS

BUILDING DEAD LOAD: SELF WEIGHT OF FRAMING MEMBERS AND ARCHITECTURAL

FINISHES PER ASCE 7. EQUIPMENT SELF WEIGHT PER MANUFACTURER.

LATERAL LOADS

SEISMIC ANALYTICAL PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE

Ss=0.99, S

=0.38, I

=1.0

SITE CLASSIFICATION: D

SEISMIC DESIGN CATEGORY: D

SEISMIC FOR COMPONENTS

AIR SIDE HVAC.................................................... a

=2.5, R

=6.0, Ω

=2.5

WET SIDE HVAC.................................................. a

=1.0, R

=2.5, Ω

PUMPS.................................................................. a

ELECTRICAL PANEL BOARDS............................ a

PIPING................................................................... a

TANKS................................................................... a

SKIRT SUPPORTED PRESSURE VESSELS....... a

=2.0, Ω

INERTIA ISOLATED COMPONENTS................... a

=2.0, Ω

SNOW LOAD

GROUND SNOW LOAD ...................................... 60 PSF

TERRAIN CATEGORY ........................................ B

EXPOSURE ......................................................... PARTIALLY EXPOSED

THERMAL FACTOR Ct ..................................... 1.0

EXPOSURE FACTOR Ce .................................... 1.0

FLAT ROOF SNOW LOAD .................................. 42 PSF

ROOF SLOPE FACTOR (ON HOOD) Ce............. 0.62

SLOPED ROOF SNOW LOAD (ON HOOD) Ps.... 26 PSF

SNOW DRIFT (ON HOOD) Pb............................ 65 PSF

DRIFT WIDTH (ON HOOD) W ............................. 12.2 FT

WIND LOAD (COMPONENTS AND CLADDING)

RISK CATEGORY ............................................... II

WIND SPEED ...................................................... 110 MPH

DIRECTIONALITY FACTOR Kd........................... 0.85

EXPOSURE CATEGORY .................................... B

TOPOGRAPHIC FACTOR Kzt ............................ 1.0

GUST FACTOR ................................................... 0.85

VELOCITY PRESSURE qz ................................. 22.4 PSF

DESIGN WIND PRESSURE ............................... VARIES

STRUCTURAL STEEL

STRUCTURAL STEEL SHALL CONFORM TO ASTM AND AISC SPECIFICATIONS AS

FOLLOWS:

PIPE............................................... ASTM A53, GRADE B

PLATE............................................ ASTM A36 OR ASTM A572, GRADE 50

ANGLE........................................... ASTM A36

CHANNEL...................................... ASTM A36

HSS................................................ ASTM A500, GRADE B

BOLTS, 5/8" DIAM & LARGER...... ASTM A325

NUTS, 5/8" DIAM & LARGER........ ASTM A563, HEAVY HEX

BOLTS, 1/2" DIAM & SMALLER.... ASTM A307

NUTS, 1/2" DIAM & SMALLER...... ASTM A563, HEX

ALL STEEL BOLTS, NUTS AND OTHER HARDWARE SHALL BE GALVANIZED.

STRUCTURAL STEEL MEMBERS SHALL BE SHOP-PRIMED AND PAINTED PER

SPECIFICATION 09 90 00.

STRUCTURAL STEEL EXPOSED TO WEATHER IN FINISHED WORK SHALL BE HOT-DIP

GALVANIZED.

STRUCTURAL STEEL WELDING

ALL STRUCTURAL WELDING SHALL BE PRE-QUALIFIED AND CONFORM TO AISC AND

AWS SPECIFICATIONS AS FOLLOWS:

WELDERS .................... CERTIFIED FOR ROD AND POSITION

ELECTRODES .............. SMAW-E70XX; HEAVY COATED; LOW HYDROGEN FCAW-E70XX;

LOW HYDROGEN

MINIMUM WELD ............ CONT. FILLET PER AISC TABLE J2.4.

ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS HAVING CURRENT

CERTIFICATES AND EXPERIENCE IN THE TYPE OF WELD BEING PERFORMED. WELDING

CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TEST AGENCY. ALL WELDING

SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AWS "CODE FOR ARC AND

GAS WELDING IN BUILDING CONSTRUCTION". USE E70 SERIES LOW HYDROGEN

ELECTRODES STORED AND MAINTAINED IN DRY CONDITION PER AWS.

ALL COMPLETE JOINT PENETRATION (CJP) GROOVE WELDS SHALL HAVE FILLER

MATERIAL THAT HAS A MINIMUM CHARPY-V-NOTCH TOUGHNESS OF 20 FT-LB AT - 20°F

AND 40 FT-LB AT 70°F. CONTRACTOR SHALL SUBMIT WELDER QUALIFICATIONS AND

PROCEDURE QUALIFICATIONS. WHERE NOT SHOWN, USE MINIMUM WELD SIZE PER

AISC AND AWS.

THESE STRUCTURAL CONSTRUCTION DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP

WELDS AND FIELD WELDS. THE CONTRACTOR SHALL COORDINATE WELDING

DESIGNATIONS BETWEEN FABRICATOR AND ERECTOR. ALL STEEL SHOP DRAWINGS

SHALL MAKE THE DISTINCTION BETWEEN SHOP WELDS AND FIELD WELDS.

REINFORCING STEEL

ALL REINFORCING STEEL SHALL CONFORM TO ACI AND ASTM SPECIFICATIONS AS

FOLLOWS:

BARS, SHOP BENT ONLY............ A615, GRADE 60

BARS, WELDED............................. A706, GRADE 60

BARS, FIELD BENT....................... A706, GRADE 60

ALL REINFORCING SHALL BE RIGIDLY SUPPORTED ON CONCRETE BLOCKS OR

APPROVED METAL ACCESSORIES AND SHALL BE SECURED USING 16 GA ANNEALED

WIRE.

REINFORCED CONCRETE

ALL REINFORCED CONCRETE SHALL BE IN ACCORDANCE WITH ACI AND ASTM

SPECIFICATIONS AS FOLLOWS:

STRUCTURAL CONCRETE (FOR TYPICAL USE UNLESS NOTED OTHERWISE)

COMPRESSIVE STRENGTH....... ASTM C39; 4,000 PSI AT 28 DAYS

AGGREGATE............................... ASTM C33; 3/4" MAX, NORMAL WEIGHT

CEMENT........................................ ASTM C150; TYPE I, II, OR III

WATER.......................................... ASTM C94 POTABLE

WATER/CEMENT RATIO.............. NOT TO EXCEED 0.45 BY WEIGHT

AIR ENTRAINMENT...................... ASTM C260, 0-3% FOR INTERIOR CONCRETE

ASTM C260, 4-7% FOR EXTERIOR CONCRETE

INSTALL 3/4 INCH CHAMFER AT ALL EXPOSED CORNERS.

CONCRETE REINFORCEMENT COVER

MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS:

CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:

ALL MEMBERS..............................3 INCHES

EXPOSED TO EARTH OR WEATHER:

ALL MEMBERS..............................2 INCHES

NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

SLABS, WALLS..............................3/4 INCH

OTHER REINFORCEMENT..........ONE BAR DIAMETER, 3/4 INCH MINIMUM.

LAP ALL REINFORCING WITH CLASS B LAP SPLICE, ACCORDING TO ACI 318.

BONDING AGENT

ALL CONCRETE CAST AGAINST EXISTING OR RECENTLY CAST CONCRETE SHALL BE

PRECEDED BY TREATING WITH DAYTON SUPERIOR J-35 OR EQUAL. ROUGHEN

SURFACES TO BE BONDED TO ¼" AMPLITUDE AND CLEAN USING BRUSH AND

COMPRESSED AIR FROM OIL-FREE COMPRESSOR. APPLY BONDING AGENT PER

MANUFACTURER INSTRUCTIONS. BONDING AGENT/SURFACE ROUGHENING NOT

APPLICABLE WHERE WATERSTOPS ARE SHOWN.

DRILLED-IN ANCHORS AND DOWELS

ALL DRILLED-IN ANCHORS AND DOWELS SHALL BE INSTALLED IN ACCORDANCE WITH

THE MANUFACTURER'S WRITTEN RECOMMENDATIONS INCLUDING DRILL BIT SIZE, HOLE

DEPTH AND CLEANING, MINIMUM EMBEDMENT, EDGE DISTANCES, MATERIAL

PLACEMENT, TEMPERATURE AND MOISTURE CONTROL, AND FINAL TORQUING

REQUIREMENTS.

DRILLED-IN EXPANSION ANCHORS (DIEA) SHALL BE HILTI "KWIK-BOLT TZ" BY HILTI

FASTENING SYSTEMS, "STRONG BOLT2" BY SIMPSON STRONG-TIE CO., "POWER-

STUD+SD1" BY POWERS FASTENERS OR APPROVED EQUIVALENT. ICC CERTIFICATION

REQUIRED.

DRILLED-IN SCREW ANCHORS (DISA) SHALL BE "KWIK HUS" BY HILTI FASTENING

SYSTEMS, "TITEN HD" BY SIMPSON STRONG-TIE CO., "WEDGE BOLT+" BY POWERS

FASTENERS OR APPROVED EQUIVALENT. ICC CERTIFICATION REQUIRED.

DRILLED-IN ADHESIVE ANCHORS (DIAA) SHALL BE "HIT-HY 200" ADHESIVE ANCHOR

SYSTEM FOR CONCRETE BY HILTI FASTENING SYSTEMS, "SET-XP" BY SIMPSON

STRONG-TIE, "PE1000+" BY POWERS FASTENERS OR APPROVED EQUIVALENT. ICC

CERTIFICATION REQUIRED.

DRILLED-IN EPOXY DOWELS SHALL BE STEEL REINFORCEMENT AND EMBEDMENT PER

THE STRUCTURAL DRAWINGS. HOLE DRILLING, EPOXY INJECTION, AND DOWEL

PLACEMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER'S WRITTEN

RECOMMENDATIONS. EPOXY SHALL BE "HIT-RE 500SD" ADHESIVE ANCHOR SYSTEM

FOR CONCRETE BY HILTI FASTENING SYSTEMS. "SET-XP" BY SIMPSON STRONG-TIE CO.,

OR APPROVED EQUIVALENT. ICC CERTIFICATION REQUIRED.

GRATING

BAR GRATING SHALL BE GALVANIZED 1"x1/8" 19-W-4 SMOOTH STEEL GRATING. BEARING

BARS SHALL BE SPACED AT 1-3/16" ON CENTER. CROSS RODS SHALL BE WELDED AT 4"

ON CENTER.

STEEL DECKING AND SHEET METAL

ALL STEEL DECKING SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH

STEEL DECK INSTITUTE (SDI) SPECIFICATIONS AS FOLLOWS:

ROOF DECKING............ ASTM A792 OR A1008; 33 KSI MIN.

ASTM A653, G90 GALVANIZED.

ROOF DECK .................. 1" X 20 GA TYPE E GALVANIZED DECK WITH FINISHED

SHEET WIDTH = 36"

CONNECT DECK TO SUPPORTING MEMBERS AS SHOWN ON THE DRAWINGS. ALL

WELDING SHALL BE PERFORMED BY WELDERS WITH EXPERIENCE IN LIGHT GAGE

STEEL DECK WORK. ALL WELDING DONE BY E60 MINIMUM SERIES LOW HYDROGEN

RODS. SHEET LENGTHS TO BE CONTINUOUS FOR 3 OR MORE SPANS. THE FIRST SHEET

OF DECK ADJACENT AND PARALLEL TO PERIMETER MEMBERS SHALL BE FULL PANEL

WIDTH SHEETS. LAP SPLICE DECKING 2" MINIMUM BY NESTING OVER SUPPORT. LAP

DECKING SUCH THAT UPPER PANEL WILL DRAIN TO LOWER PANEL BASED ON DECKING

SLOPE. PROVIDE DECK EDGE PROTECTION TO PREVENT FRAYING OF WELDING LEADS.

APPLY ZINC-RICH PAINT TO DECKING WELDS AFTER HAND BRUSH CLEANING.

COLD-FORMED STEEL FRAMING

ALL COLD-FORMED STEEL FRAMING SHALL CONFORM TO AISI AND AS FOLLOWS:

METAL STUDS AND TRACK .......... ASTM A1003, GRADE 50, 16 GA AND THICKER.

ASTM A1003, GRADE 33, 18 GA AND THINNER.

FINISH ............................................. ASTM A1003, G60 GALVANIZED.

ATTACHMENT ................................ BY METAL STUD SUPPLIER.

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, MANUFACTURER'S DATA,

ATTACHMENTS, TRACK, AND ACCESSORIES PRIOR TO FABRICATION.

SPLICING OF STUDS SHALL NOT BE PERMITTED. BRIDGING SHALL BE INSTALLED PER

MANUFACTURER'S RECOMMENDATIONS. INSTALL DIAGONAL STRAPPING FOR LATERAL

BRACING OF STUD FLANGES NOT COVERED WITH GWB OR OTHER SHEATHING.

ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS EXPERIENCED IN

COLD-FORMED STEEL FRAME WORK. USE E60 (MINIMUM) SERIES LOW HYDROGEN

RODS. APPLY ZINC-RICH PAINT TO ALL WELDING LOCATIONS AFTER HAND BRUSH

CLEANING.

DEFERRED STRUCTURAL SUBMITTALS

THE FOLLOWING ITEMS ARE DESIGNED AND DETAILED BY THE CONTRACTOR USING

THE LOADING AND CRITERIA SHOWN IN THE DESIGN DOCUMENTS. DEFERRED

SUBMITTALS SHALL INCLUDE STRUCTURAL CALCULATIONS AND DRAWINGS STAMPED

BY A REGISTERED CIVIL/STRUCTURAL ENGINEER AND ARE TO BE SUBMITTED TO THE

CONTRACTING OFFICER PRIOR TO FABRICATION:

MECHANICAL AND ELECTRICAL EQUIPMENT ANCHORAGE AND SEISMIC BRACING THAT

DOES NOT EXACTLY MATCH BASIS OF DESIGN EQUIPMENT.

SUBMITTALS

THE FOLLOWING ITEMS ARE TO BE DETAILED BY THE CONTRACTOR USING THE

SPECIFICATIONS AND BASIS OF DESIGN DETAILS IN THE CONSTRUCTION DRAWINGS.

THE FOLLOWING ARE TO BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION:

CONCRETE REINFORCEMENT SHOP DRAWINGS

STRUCTURAL STEEL SHOP DRAWINGS

COLD-FORMED STEEL FRAMING SYSTEMS

METAL LADDERS, GUARDRAILS, AND HANDRAILS

STEEL GRATING

CONCRETE MIX

STEEL DECKING

DRILLED-IN ANCHOR DATA SHEETS

WELDER QUALIFICATIONS AND WELD PROCEDURES

SPECIAL STRUCTURAL INSPECTION

THE FOLLOWING ITEMS REQUIRE SPECIAL STRUCTURAL INSPECTION:

CONCRETE REINFORCEMENT AND PLACEMENT

ANCHORS CAST-IN CONCRETE

ANCHORS INSTALLED IN HARDENED CONCRETE

VERIFY REQUIRED MIX DESIGN

CONCRETE PROPERTIES: STRENGTH, SLUMP, AIR CONTENT AND TEMP

CONCRETE PLACEMENT

CONCRETE CURING

VERIFY IN-SITU CONCRETE STRENGTH PRIOR TO REMOVAL OF FORMS

CONCRETE FORMWORK

STRUCTURAL STEEL PER AISC 360

STRUCTURAL STEEL FIELD WELDING

STRUCTURAL STEEL HIGH STRENGTH BOLTING

GENERAL CONTRACTOR NOTES

THE GENERAL CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND

STRUCTURES AFFECTING THE WORK. NOTIFY THE CONTRACTING OFFICER IN WRITING

OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THAT SHOWN IN THE

CONTRACT DOCUMENTS WHICH ADVERSELY AFFECTS THE WORK.

THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING REQUIRED

FOR INSTALLATION OF ALL COMPONENTS OF THIS CONTRACT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE

METHODS, TECHNIQUES, AND SEQUENCES OF PROCEDURES REQUIRED TO PERFORM

THE WORK. THE CONTRACTOR SHALL COORDINATE ALL TRADES AND VERIFY

DIMENSIONS IN THE FIELD.

THESE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.

WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF

CONSTRUCTION SHALL BE USED, SUBJECT TO THE REVIEW AND APPROVAL OF THE

CONTRACTING OFFICER.

STRUCTURAL NOTES:

F T

S-001

S T

R U

C T

U R

A L

E N

E R

A L

O T

E S

S T

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C T

U R

A L

P H

H B

M S

B L

S U

B M

I T

T E

C O

F F

M A

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I N

E E

R S

E D

NOT ALL ABBREVIATIONS MAY BE USED ON THIS PROJECT.

ABBREVIATIONS

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ARCH ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

B.O. BOTTOM OF

BOT BOTTOM

CJP COMPLETE JOINT PENETRATION

CJ CONTROL/CONSTRUCTION JOINT

CLR CLEAR, CLEARANCE

COL COLUMN

CONT CONTINUOUS

CONC CONCRETE

CONN CONNECTION

CVN CHARPY V-NOTCH

DIAA DRILLED IN ADHESIVE ANCHOR

DIAM DIAMETER

DIEA DRILLED-IN EXPANSION ANCHOR

DISA DRILLED-IN SCREW ANCHOR

DL DEAD LOAD

DO DITTO

DWGS DRAWINGS

(E) EXISTING

E EAST

EA EACH

EL ELEVATION

ELEC ELECTRICAL

EXP EXPOSURE

F'C COMPRESSIVE STRENGTH

FIN FLR FINISH FLOOR

FS FAR SIDE

FT FEET

FTG FOOTING

GA GAGE OR GAUGE

GALV GALVANIZED

GEN GENERAL

HI HIGH

HORIZ HORIZONTAL

HSB HIGH STRENGTH BOLT

HSS HOLLOW STEEL SECTION

IBC INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

IJ ISOLATION JOINT

IN INCHES

K KIP (1000 LBS)

LB POUND

LD REINF DEVELOPMENT LENGTH

LDH REINF DEVELOPMENT LENGTH (HOOKED BARS)

LL LIVE LOAD

LO LOW

LVL LEVEL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIL ONE THOUSANDTH OF AN INCH

MIN MINIMUM

(N) NEW

N NORTH

NA NOT APPLICABLE

NS NEAR SIDE

NTS NOT TO SCALE

NO NUMBER

O.C. ON CENTER

PCF POUND PER CUBIC FOOT

PEN PENETRATION

PJP PARTIAL JOINT PENETRATION

PL PLATE

PLF POUND PER LINEAR FOOT

PSF POUND PER SQUARE FOOT

PSI POUND PER SQUARE INCH

REINF REINFORCE, REINFORCING

S SOUTH

SC SLIP CRITICAL

SD SNOW DRIFT

SDI STEEL DECK INSTITUTE

SOG SLAB ON GRADE

SPEC SPECIFICATIONS

SQ SQUARE

SSMA STEEL STUD MANUFACTURERS ASSOCIATION

STD STANDARD

TBD TO BE DETERMINED

TEMP TEMPERATURE, TEMPORARY

T.O. TOP OF

TYP TYPICAL

UFC UNIFIED FACILITIES CRITERIA

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W WEST

WF WIDE FLANGE DESIGNATION

W/ WITH

W/O WITHOUT

http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com

US ARMY CORPS

D r a w i n g

F i l e

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D a t e

A c t i o n S y m

D r a

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D a t e

S T

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P R

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T O

D a t e

D e s c r i p t i o n A p p v d

C I T

C O

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R A

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O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

O f f i c e

S y m

O f f i c e

S y m

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Reference number:

Sheet of

HGFEDCBA

w w w c o f f m a n c o m

A n c h o r a g e

A l a s k a r e e t

A E

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100% SET

W K

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F T

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A n c

J o b s f t w s w i m m i n g p o o l g s

S D d s t s a v

M w o t t e d b y

W i l s o n

S c o t t o n

KEY

PLAN

1/4" = 1'-0"

STRUCTURAL DEMO PLAN - NATATORIUM EL. 450.5'

SHEET NOTES:

1. FIELD VERIFY ALL DIMENSIONS SHOWN.

2. REMOVE AND REINSTALL EXISTING BEAMS AND BAR GRATE AS REQUIRED TO

PROVIDE ACCESS TO BASEMENT FOR EQUIPMENT REMOVAL AND INSTALLATION.

0 1 2 3 4 6 8 12

1/4"=1'-0"

1/4" = 1'-0"

STRUCTURAL DEMO ELEVATION - BASEMENT

0 1 2 3 4 6 8 12

1/4"=1'-0"

1/4" = 1'-0"

STRUCTURAL DEMO PLAN - BASEMENT EL. 440.5'

0 1 2 3 4 6 8 12

1/4"=1'-0"

F T

W S

SD-101

S T

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U R

A L

E M

L A

A I L S

NORTH

S T

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P H

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22'-1" 21'-5"

G F E

43'-6"

(E) 13

"x18"

CONC COL

(E) 17"x18"

CONC COL

(E) 13

"x21"

CONC COL

(E) 17"x17"

CONC COL

(E) 13

"x17"

CONC COL

C x

Y P

(E) CMU WALL

ABOVE, TYP

(E) 13

"x21"

CONC COL

REMOVE & RETAIN STAIR TREADS,

HAND RAILS & STRINGERS

(E) 5" CONC SLAB

DEMO & REMOVE BAR GRATE

AS REQUIRED TO REINSTALL STAIR

2'-8"±

G F E

SD-101

SAW CUT AND

REMOVE WALL

22'-1" 21'-5"

43'-6"

(E) 13

"x18"

CONC COL

(E) 17"x18"

CONC COL

(E) 13

"x21"

CONC COL

(E) 17"x17"

CONC COL

(E) 13

"x17"

CONC COL

(E) 18"

CONC SLAB

(E) 13

"x21"

CONC COL

(E) 8" CONC.

WALL

(E) 6" CONC

SLAB

10'-6" 8"

SAW CUT AND

REMOVE WALL

NOTE:

1. MAXIMUM DEMO EXTENTS PRIOR TO INSTALLATION OF STEEL SHOWN

ON 1/S-101 IS 8'-0" HIGH x 3'-9" WIDE.

2. ALTERNATELY, MAX LIVE LOAD ON NATATORIUM LEVEL IS 20 PSF

UNTIL STEEL SHOWN ON 1/S-101 IS INSTALLED.

3. OVERCUTS ARE NOT PERMITTED.

US ARMY CORPS

D r a w i n g

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D e s c r i p t i o n A p p v d

C I T

C O

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R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

O f f i c e

S y m

O f f i c e

S y m

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W K

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J o b s f t w s w i m m i n g p o o l g s

S D d s t s a v

M w o t t e d b y

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S c o t t o n

KEY

PLAN

SHEET NOTES:

1. FIELD VERIFY ALL DIMENSIONS SHOWN.

2. REMOVE AND REINSTALL EXISTING BEAMS AND BAR GRATE AS REQUIRED TO

PROVIDE ACCESS TO FAN ROOM FOR EQUIPMENT REMOVAL AND INSTALLATION.

STRUCTURAL DEMO PLAN - SECOND FLOOR FAN ROOM EL 462.5'

1/4" = 1'-0"

0 1 2 3 4 6 8 12

1/4"=1'-0"

F T

W S

SD-102

S T

R U

C T

U R

A L

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L A

A I L S

NORTH

S T

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C T

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P H

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M S

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22'-1" 21'-5"

G F E

43'-6"

(E)13

"x20" CONC BEAM(E)13

"x20" CONC BEAM

(E) 13

"x21"

CONC COL

(E) 13

"x18"

CONC COL

(E) 8"x20" CONC BEAM

(E) 17"x18"

CONC COL

(E) 17"x24" CONC BEAM (E) 17"x24" CONC BEAM

(E) 8"x20" CONC BEAM (E) 8"x20" CONC BEAM (E) 8"x20" CONC BEAM

E x

O N

E A

E x

O N

E A

(E) 13

"x21"

CONC COL

(E) 17"x17"

CONC COL

(E) 13

"x17"

CONC COL

(E) 6" CONC

SLAB

1'-0"

(14) SPACES @ 3'-0" = 42'-0"

C x

Y P

(E) CMU WALL

ABOVE, TYP

CMU OPENING, TYP

(E) C8x11.5

E x

C O

E x

C O

E x

C O

(E) 17"x24" CONC BEAM (E) 17"x24" CONC BEAM

(E) 8"x12" CONC BEAM(E) 8"x12" CONC BEAM (E) 8"x12" CONC BEAM

(E) 8"x12" CONC BEAM(E) 8"x12" CONC BEAM

E x

O N

E A

E x

O N

E A

E x

O N

E A

E x

O N

E A

E x

O N

E A

(E) 17"x17"

CONC COL

(E) 17"x18"

CONC COL

(E) 13

"x17"

CONC COL

(E) 6" CONC. SLAB, TYP

(E) C12x20.7

STAIR STRINGER

DEMO (E) 1" STEEL

BAR GRATE

SHORE BEAM, CUT &

REMOVE BEAM END.

LENGTH TO MATCH

ADJACENT BEAM TO

THE SOUTH

SHORE FLOOR &

DEMO BEAM

REMOVE & RETAIN STAIR TREADS,

HANDRAILS & STRINGERS

REMOVE AND

RETAIN HANDRAIL

AND GUARDRAIL

(E) C12x20.7

DEMO

(E) C8x11.5 http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com

SHEET NOTES:

1. FIELD VERIFY ALL DIMENSIONS SHOWN.

DEMO OUTSIDE AIR HOOD FRAME SECTION

3/4" = 1'-0"

0 1 2 4

3/4"=1'-0"

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

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R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

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R e v i e w e d

O f f i c e

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Sheet of

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W K

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S D d s t s a v

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F T

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SD-103

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STRUCTURAL DEMO PLAN - PARTIAL ROOF

1/4" = 1'-0"

0 1 2 3 4 6 8 12

1/4"=1'-0"

NORTH

8'-4"

DEMO (1) 2x4

@16"

400S 162-54

@ 16" O.C.

400S 162-54 @ 16" O.C.

DEMO (2) 2x4 @ 16"

(E) WALL

RETAIN (E) 3/4"Ø ANCHOR

BOLT @ 32" O.C.

DEMO 2x4 CONT.

DEMO 2x4

BLOCKING

DEMO 2x4

BLOCKING

DEMO SIMPSON F24N

JOIST HANGER

DEMO SIMPSON F24N

JOIST HANGER

DEMO 2x4

BLOCKING

DEMO 2x4 CONT.

DEMO 2x6 CONT.

DEMO SIMPSON F24N JOIST HANGER

RETAIN (E) 3.4"Ø A.B.

@ 32" O.C.

(E) CONCRETE LINTEL BEAM

8"x16"

DEMO SIMPSON PA18 STRAP

PROTRUDING FROM CONC

22'-1" 21'-5"

G F E

43'-6"

(7) SPACES @ 6'-8"

= 46'-8"

3'-9

3'-9"

(E) 18LH 07

(E) BRIDGING

E Q

U A

L E

Q U

A L

(E)13

"x17" CONC BEAM (E)13

"x17" CONC BEAM

(E)17"x27" CONC BEAM (E)17"x27" CONC BEAM

(E) 18LH 07

E Q

U A

L E

Q U

A L

(E) BRIDGING

(E)17"x21" CONC BEAM (E)17"x21" CONC BEAM

(E) 3" METAL DECK

CONCRETE FILLED

" TOTAL THICKNESS

E x

A R

I E

O N

E A

M E x

A R

I E

O N

E A

(E) OPENING

DEMO CONCRETE

FILLED METAL DECK

FOR HRV ROOF HOOD

DEMO CONCRETE

FILLED METAL DECK

FOR HRV ROOF HOOD

DEMO (E) HOOD

SD-103

31'-0" APPROX.

FIELD VERIFY

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n S y m

D r a

R E

S I D

E N

N G

I N

E E

D a t e

S T

A T

P R

I M

O N

T R

A C

T O

D a t e

D e s c r i p t i o n A p p v d

C I T

C O

N T

R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

O f f i c e

S y m

O f f i c e

S y m

U S

R M

N G

I N

E E

I S

T R

I C

A N

C H

O R

A G

L A

S K

C O

R P

N G

I N

E E

R S

Reference number:

Sheet of

HGFEDCBA

w w w c o f f m a n c o m

A n c h o r a g e

A l a s k a r e e t

A E

C C

F T

A I N

W R

I G

H T

L A

S K

M E

L A

V E

O O

A T

M E

O V

A T

I O

100% SET

W K

B D

F T

D r a w i n g p

A n c

J o b s f t w s w i m m i n g p o o l g s

S d s t s a v

M w o t t e d b y

W i l s o n

S c o t t o n

KEY

PLAN

1/2" = 1'-0"

STRUCTURAL WALL ELEVATION - BASEMENT

0 1 2 4 6

1/2"=1'-0"

3/4" = 1'-0"

ELEVATION AT WALL OPENING

0 1 2 4

3/4"=1'-0"

1/4" = 1'-0"

0 1 2 3 4 6 8 12

1/4"=1'-0"

1/4" = 1'-0"

STRUCTURAL PLAN - BASEMENT EL 440.5'

0 1 2 3 4 6 8 12

1/4"=1'-0"

STRUCTURAL PLAN - NATATORIUM EL…

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File details come from the government source that posted it. Updated Nov 14, 2017.