B.08.03_EIE431_AM2_Drawings.pdf

4" AC PAVEMENT

12" AGGREGATE BASE COURSE

36" CLASSIFIED MATERIAL

LIMITS OF EXCAVATION

6" MI

N

6" MI

N

NOTES:

1. TRENCH WALL SLOPES WILL VARY WITH FINAL SURFACE COVERING,

SOIL STRENGTH & CHARACTERISTICS. SLOPE OR SHORE TO CONFORM

TO SAFETY STANDARDS OR AS INDICATED.

2. IF FROZEN SOILS ARE PRESENT, EXCAVATE ADDITIONAL 2 FT MINIMUM

OR ALLOW TO THAW.

3. TRENCH WIDTH 36" MIN OR 3 PIPE DIAMETERS, WHICHEVER IS GREATER.

FINISH GRADE

UNCLASSIFIED MATERIAL

90% COMPACTION

SLOPE FOR SAFETY,

TYP

BEDDING MATERIAL

CLASSIFIED MATERIAL

GRAVEL

SURFACE

PROVIDE WARNING TAPE

PER SPECIFICATIONS

AC PAVEMENT SECTION,

SEE A3/C-501

NON-TRAFFIC AREAMUNITION STAGING AREA

12"

NOTE 4

NOTE 3

PIPE OR CONDUIT

TOPSOIL & SEED,

SEE LANDSCAPE

3'- 6"

3'- 0"

2'-0"

DIA

NOTE:

1. BOLLARDS SHALL BE PAINTED SAFETY YELLOW #SW4084 OR

APPROVED EQUIVALENT.

1" CONCRETE CROWN

6"Ø CONCRETE FILLED

SCH 80 PIPE BOLLARD

NOTE 1

AC

PAVEMENT

CONCRETE

CLASSIFIED

MATERIAL

6"

MIN

6" AT BUILDING CORNERS

℄ BOLLARD,

TYP

12"

TYP

TYP

BOLLARD, TYP

BUILDING CORNER AT

VEHICULAR DOOR, TYP

AT VEHICULAR DOORS

12"

TYP

3"

VEHICULAR DOOR

OPENING

4' SUITABLE NATIVE MATERIAL

BURIAL DEPTH

2 12' ± 12'

WIDE

NOTE:

1. SEPTIC INFILTRATION

AREA DETAIL DIMENSIONS

AND MATERIALS AS

SPECIFIED IN ONSITE

WASTEWATER SYSTEM

INSTALLATION MANUAL.

FINISH GRADE

2" POLYSTYRENE INSULATION

FILTER FABRIC, TYPAR 3401

OR EQUIVALENT

4" PERFORATED PIPE,

HOLES DOWN

1/2" TO 2-1/2" COARSE

GRADE SEWER ROCK

2" M

IN

TOPSOIL AND SEED

4" STANDPIPE WITH

AIRTIGHT SANITARY CAP

VA

RI

ES

4'-

0" M

IN

4" MONITORING TUBE WITH

AIRTIGHT SANITARY CAP

MOUNDUSING SUITABLE

NATIVE MATERIAL1'-

0"

TY

P 6"

8'- 0"

M

IN

5'-0"

DRAIN ROCK EXPOSED

AT THE SURFACE, NOTE 1

2'-

0"SLOPE FOR

SAFETY

GEOTEXTILE AT ALL

INTERFACES BETWEEN

SEWER ROCK AND

SURROUNDING SOIL

VARIES VARIES

TOPSOIL AND SEED,

SEE LANDSCAPE

NOTE:

1. DRAIN ROCK SHALL BE EVENLY GRADED CLEAN GRAVEL BETWEEN 2" AND 3" Ø.

6" AGGREGATE BASE COURSE

(E) CLASSIFIED MATERIAL

24"

24" MIN

CLASSIFIED MATERIAL

TOPSOIL & SEED,

SEE LANDSCAPE

SLOPE FOR

SAFETY

#5 @ 12" O.C.

EA WAY, MID DEPTH

NOTES:

1. FASTEN TANK SKID TO PCC SLAB PER MANUFACTURER RECOMMENDATIONS.

2. SIZE TANK SLAB TO EXTEND 12" MINIMUN BEYOND LIMITS OF TANK AND/OR SKID.

2"

PCC TANK

SLAB, NOTE 2

1/2" RADIUS

4'- 0"

4'-

0" (E) NATIVE MATERIAL

(E) FILTER FABRIC

(E) 4" PERFORATED PIPE

(E) 4' COARSE GRADE

SEWER ROCK

FINISH GRADE

NOTES:

1. PCC PAD FINISHED GRADE ELEVATIONS SHALL MATCH FINISH GRADE ELEVATIONS OF

SURROUNDING PARKING AREA AND TRAVELWAY.

8" CONCRETE SLAB ON GRADE

W/ #5 @ 12" O.C., EACH WAY,

2" CLR FROM SURFACE,

MIN 3" CLR FROM BASE

12" MIN, 2" MINUS

CLASSIFIED MATERIAL

SLOPE

FOR

SAFETY

LIMITS OF EXCAVATION

#4 TRANSVERSE

BARS @ 18" O.C.

3/4" CHAMFER

(3) #5 CONT @

THICKENED EDGE

24"

TYP

24"

4"

3" CL

R

2"

CLR

CLASSIFIED MATERIAL, DEPTH AS REQUIRED,

SEE GENERAL EXCAVATION NOTE 1

36" MIN CLASSIFIED

MATERIAL

TOPSOIL & SEED,

SEE LANDSCAPE

6"

7'- 0"

1'- 0"

10'-0" MAX 10'-0" MAX

6"

3'- 0"

MI

N

16"Ø MIN 10"Ø MIN 10"Ø MIN

11 2"

MI

N.

21 2"

MA

X

BARB WIRE - 3 STRANDS

TENSION WIRE

CORNER, END

& PULL POSTS

FINISH GRADE

CENTER BRACE

TRUSS

ROD

TENSION WIRE

STEEL TIE WIRE

LINE & BRACE POST

CHAIN LINK FABRICHOG RINGS 2'-0" O.C.

MAX, TYP TOP & BOTTOM

BOTTOM

OF FABRIC

LINE POST

PROVIDE GROUNDING

ROD PER SPECS

NOTE 1

NOTE:

1. CONTRACTOR MAY PROVIDE DRIVEN POSTS BASED ON APPROVED SUBMITTAL.

5'- 0"

MI

N

6"

MIN

3'- 0"

MI

N

6"

MIN

CLASSIFIED MATERIAL

US ARMY CORPS

OF ENGINEERS

Reference number:

U.

S.

A

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GI

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Re co mm en de d:

Ap pr ov ed

Da te:

P R

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T R

A C

T O

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S I D

E N

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N G

I N

E E

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EI

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NOT FOR CONSTRUCTION

PL

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CA

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4 - 1:

x1 7 -

1:

ALASKA DISTRICT

E I E

C

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A C

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C E

B

S

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A

L A

S K

A

S y m

A c t i o n D e s c r i p t i o n D a t e

A p p v d

EIE

1_ C-

A

B C D E F G H 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

D E

T A

I L S

C-501

BT

G

SN

O

JD

B

AS

N

OT

ED

C I V

I L

D E

T A

I L S

SCALE:

AC PAVEMENT DETAIL

NTSG3

SCALE:

BOLLARD DETAIL

NTSE1

SCALE:

TYPICAL TRENCH DETAIL

NTSA1

SCALE:

SEPTIC INFILTRATION AREA

NTSC4

SCALE:

INFILTRATION GALLERY DETAIL

NTSA5

GENERAL

EXCAVATION NOTES:

1. IF ORGANICS, FROZEN SOILS, OR

UNSATISFACTORY MATERIALS ARE

OBSERVED AT THE BASE OF THE

EXCAVATION NOTIFY THE

CONTRACTING OFFICER

IMMEDIATELY FOR DIRECTION

PRIOR TO PROCEEDING.

2. BACKFILL EXCAVATIONS BENEATH

THE BUILDING AND PAVED

SURFACES WITH CLASSIFIED

MATERIAL.

SCALE:

GRAVEL TRAVELWAY DETAIL

NTSG2

SCALE:

FUEL TANK EQUIPMENT PAD DETAIL

NTSA4

SCALE:

EXISTING 5-TYPE SEPTIC FIELD

NTSC2

SCALE:

PCC DUMPSTER PAD

NTSA2

SCALE:

SECURITY FENCE DETAIL

NTSD4

/19

AM

#2

PI

PE

B

OL

LA

RD

D

IA

ME

TE

R

RE

VI

SE

D

JD

B

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LEVEL 1

0"

ABCDE A5

A-301

T.O. PARAPET

27' - 0"

A1B1 F3

A-301

HIGH ROOF

23' - 0"

D.1

PARAPET CAP

FLASHING

TRANSLUCENT

INSULATED PANEL

CMU VENEER WAINSCOTOVERHEAD DOORSEISMIC JOINT

116B 117B 118B

T1T1T1

116D 117D 118D

16' - 0"

A4

A-302

F1

A-502

E1 E1

E2 1

ROOF OVERFLOW

SCUPPER; TYP. OF 4

A-201

A1

TYP.

3' - 3"

7' - 6" 7' - 6"

LEVEL 1

0"

321 54 6

A3

A-301

C3

A-301

A1

A-301

T.O. PARAPET

27' - 0"

HIGH ROOF

23' - 0"

ENTRY CANOPY

SEISMIC

JOINT

(E) WATER

TANK

114113 115

C2

A-302

F2

A-302

E2 E2

E1

/4

13' - 8" 24' - 0 1/2" 13' - 8"

A-201

A1

TYP.

20' - 3 1/4"

9' - 10 5/8"

/4

2' - 5"

LEGEND - ELEVATION

Room name

1t

ROOM TAG WITH NUMBER AND

AREA

DOOR TAG; REFER TO SHEET A-601

WINDOW TAG REFER TO SHEET

A-601

CMU VENEER WAINSCOT

EIFS, COLOR A. TYP.

EIFS, COLOR B

FINISH GRADE

NO

ACCENT

NO

ACCENT

NO

ACCENT

SPLIT FACED CMU -

FIELD COLOR

SMOOTH FACED CMU -

ACCENT COLOR

TYPICAL CMU COURSE BLOCK SPACING

6 SPLIT FACED BLOCKS WITH 3 SMOOTH FACED BLOCKS

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

U .S

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A pp ro ve d:

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ALASKA DISTRICT

A S

N O

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D

Garrett P. Burtner

No. 12683

O

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OF

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ALF

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NOT FOR CONSTRUCTION

A-201

E

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05/10/2019

0' 2' 4' 8'

22X34 SHEET 1/8" = 1'-0"

11X17 SHEET 1/16" = 1'-0"

16'

0' 2' 4' 8'

22X34 SHEET 1/8" = 1'-0"

11X17 SHEET 1/16" = 1'-0"

16'

1/8" = 1'-0"A3

EAST

1/8" = 1'-0"A5

NORTH

SHEET NOTES

15 AIR INTAKE; REFER TO MECHANICAL.

16 LOUVER; REFER TO MECHANICAL.

17 LIGHTING; REFER TO ELECTRICAL

18 MANUAL BYPASS SWITCH; REFER TO

ELECTRICAL

1/2" = 1'-0"A1

CMU VENEER PATTERN

S ym

A ct io n

D es cr ip ti o n D at e

A p p vd

A

M #2

A M

#2

7/

/2

AM#2

0"

TOP OF WALL

10' - 0"

E

(E) LOW ROOF

14' - 0"

A-501

A4

A-502

C1

A-501

A1

OPEN OFFICE

A-502

C3

ALUMINUM WINDOW

CW

C

LEVEL 1

0"

TOP OF WALL

10' - 0"

D

(E) LOW ROOF

14' - 0"

(E) HIGH ROOF

19' - 3 127/256"

D.1

VEST

TUBE STEEL TRUSS;

REFER TO

STRUCTURAL

C

CW

A-501

C4

OPP.

HAND

A-501

F1

A-501

F2

4' - 1 5/8"3"

LEVEL 1

0"

TOP OF WALL

10' - 0"

WATER TANK

EX1

FIRE PUMP

SEISMIC JOINT

(E) FIRE WATER TANK

A6

A-503

F1

OPP.

HAND

LEVEL 1

0"

TOP OF WALL

10' - 0"

D

T.O. PARAPET

27' - 0"

D.1

E

D

BAY 1

HALL

A-503

A1

A-503

D4

SEISMIC JOINT

COVER ASSEMBLY

MECH. PLATFORM

ACCESS LADDER

MOUNTED TO WALL

MECH. PLATFORM

GUARDRAILS

C

C4

A-504

1' - 4"

10"A-504

A4

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

U .S

A

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B C D E F G H

P

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x

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ALASKA DISTRICT

A S

N O

T E

D

Garrett P. Burtner

No. 12683

O

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E A T th49

OF

PR

G

SI T

E R

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AS

ALF

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NOT FOR CONSTRUCTION

A-312

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A ut ho r

C he ck er

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05/10/2019

1/2" = 1'-0"A1

WALL SECTION @ LOW EAVE

1/2" = 1'-0"C1

WALL SECTION @ ENTRY

1/2" = 1'-0"E1

SECTION AT TANK

1/2" = 1'-0"F1

WALL SECTION AT BUILDING JOINT

S ym

A ct io n

D es cr ip ti o n D at e

A p p vd

A

M #2

A M

#2

7/

/2

METAL ROOFING; REFER TO

A-001 FOR TYPICAL ASSEMBLY

CALLOUTS

SNOW RETENTION BAR

MCM FASCIA PANELS

ON METAL FURRING

AIR BARRIER OVER

GYPSUM SHEATHING

STRUCTURAL CLIP

FILL VOIDS WITH MINERAL

WOOL INSULATION

METAL STUD FRAMING AT 16"

O.C.

FACTORY PAINTED 24 GA. DRIP

FLASHING

PRECAST CONCRETE CAP

ON CMU WAINSCOT

CONT. SEALANT

CONTINUOUS CLEAT SET

IN BUTYL TAPE

FACTORY PAINTED FLASHING;

INSTALL AFTER UNDERLAYMENT

AND BEFORE CLEAT

C

3/4" THICK SHEET VINYL;

AZEK OR APPROVED; MATCH

EIFS WALL COLOR

CMU WAINSCOT

3/8" WEEPS AT 24" O.C.

FINISH GRADE

24 GA. GALV. DRAINAGE

FLASHING - BY EIFS SUPPLIER

LIQUID APPLIED AIR BARRIER/

VAPOR RETARDER

DAMPPROOFING FROM

BOTTOM OF NEW

FOOTING TO TOP OF

NEW SLAB

CW

MASONRY TIES REFER TO

STRUCTURAL

DRAINAGE FABRIC

24 GA. FACTORY

PAINTED METAL RAKE

FLASHING

METAL ROOFING

FILL DECK FLUTES

WITH MINERAL WOOL

INSULATION

MCM FASCIA PANELS ON

METAL FURRING

FIRE TREATED WOOD

BLOCKING

METAL STUD FRAMING

AT 16" O.C.

FILL VOIDS WITH MINERAL

WOOL INSULATION

7/8 METAL

AIR BARRIER OVER

GYPSUM SHEATHING

FACTORY PAINTED 24

GA. DRIP FLASHING

EIFS FINISH

C

SHEET METAL FLASHING

W/CONT. CLEAT

MCM FASCIA PANELS

ON METAL FURRING

FIRE TREATED WOOD

BLOCKING

AIR BARRIER OVER

GYPSUM SHEATHING

METAL STUD

FRAMING AT 16" O.C.

FACTORY PAINTED 24

GA. DRIP FLASHING

7/8" METAL HAT

CHANNELS

3/4" THICK SHEET

VINYL; AZEK OR

APPROVED:MATCH

EIFS WALL COLOR

RESILIENT CLOSURE;

SET IN SEALANT

C

TYPICAL ROOF MEMBRANE

TERMINATION

24 GA. FACTORY

PAINTED METAL

CAP FLASHING

16 GA. GALV CLEAT

EIFS FINISH

4" RIGID INSULATION

WRAP ROOF MEMBRANE

OVER PARAPET

TAPERED BLOCKING

3/4" PLYWOOD; ANCHOR

TO CMU W/ (2) 1/4"

CONCRETE SCREWS EA.

BLOCK

5/8" PLYWOOD

SEAL AIR-VAPOR BARRIER

TO INSIDE FACE OF CMU

STRUCTURAL STEEL

DECK AND JOISTS

1X4" NAILER EA. SIDE

METAL ROOFING

ROOFING UNDERLAYMENT;

WRAP OVER FACE OF DECK

AND TUBE STEEL

1/2" PLYWOOD; SCREW

TO STEEL DECK

PAINT UNDERSIDE OF

STEEL DECK

STRUCTURAL STEEL

TUBE TRUSS; PAINT

CONT. CLEAT; FASTEN TO TUBE

STEEL

24 GA. FACTORY PAINTED

METAL RAKE FLASHING

METAL ROOFING

ROOFING

UNDERLAYMENT

FLASH INTO EIFS JOINT

W/ CONT SEALANT

6" STEEL CHANNEL; REFER

TO 210/S-522; PAINT

EIFS

STEEL DECK; PAINT

UNDER

1/2" PLYWOOD

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

U .S

A

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ALASKA DISTRICT

A S

N O

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Garrett P. Burtner

No. 12683

O

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E A T th49

OF

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05/10/2019

1 1/2" = 1'-0"A4

LOW EAVE DETAIL

1 1/2" = 1'-0"A1

BASE OF WALL DETAIL

1 1/2" = 1'-0"F4

ROOF RAKE DETAIL

1 1/2" = 1'-0"C4

HIGH EAVE DETAIL

1 1/2" = 1'-0"D1

PARAPET DETAIL @ MASONRY WALL

3" = 1'-0"F2

CANOPY RAKE DETAIL

3" = 1'-0"F1

CANOPY SIDEWALL DETAIL

S ym

A ct io n

D es cr ip ti o n D at e

A p p vd

A

M #1

A M

#1

7/

/2

A

M #2

A M

#2

7/

/2

AM#1

AM#2

16GA. GALVANIZED CHANNELS

24 GA. FACTORY PAINTED TRIM

WITH DRIP EDGE- SET IN

SEALANT TO CMU

CONTINUOUS SEALANT WITH

BACKER ROD

PRECAST CONCRETE CAP

ALUMINUM WINDOW

SEALANT

WEEPS

DRAINAGE FABRIC AM#1

ALUMINUM GLAZING SYSTEM

PRECAST CONCRETE SILL

CMU WAINSCOT

DRAINAGE FABRIC FULL

HEIGHT BEHIND MASONRY/

SEAL AROUND MASONRY

TIES

1/2" SOLID SURFACE SILL

CONTINUOUS SEALANT

SEALANT AND BACKER ROD

ANCHOR WINDOW FRAME

INTO CMU TO MEET BLAST

RESISTANCE REQUIREMENTS

1/2" GAP BEHIND SILL; FILL

WITH MINERAL FIBER INSULATION

L3x3x3/16 ANGLE W/ 1/2" DIA. POST

INSTALLED ANCHORS @16" OC TO

THE SILL AND MASONRY WALL

WEATHERSTRIP

16 GA. GALVANIZED STEEL

TRIM - PAINT TO MATCH

DOOR

FLEXIBLE FLASHING BY

EIFS SUPPLIER - LAP OVER

DRIP

24 GA. FACTORY

PAINTED DRIP FLASHING

LIQUID APPLIED AIR-

VAPOR BARRIER -

EXTEND INTO OPENING

STRUCTURAL CMU

HEADER

3/4" AZEK VINYL BOARD OR

EQUAL; STAINLESS FASTENERS

TO METAL FLASHING

INSULATED SECTIONAL

DOOR

OVERHEAD DOOR TRACK

VERTICAL LIFT TO

COORDINATE BETWEEN

BRIDGE CRANE AND

DUCTWORK

INSULATED SECTIONAL

DOOR

DOOR TRACK

WEATHERSTRIP

CMU VENEER

16 GA. GALVANIZED STEEL

TRIM - PAINT

CONCRETE MASONARY

STRUCTURE

16 GA. GALVANIZED

CHANNELS

EDGE OF FLOOR SLAB

BELOW

GASKET HEAD SCREW AT

24" O.C.

DRAINAGE FABRIC

AM#1

EIFS

16 GA. GALVANIZED

CHANNELS

24 GA. FACTORY PAINTED

DRIP FLASHING - SET IN

SEALANT

CONTINUOUS SEALANT

INSULATED STEEL DOOR

ANCHOR DOOR FRAME

INTO CMU

14" DRIP

AZEK VINYL SHEET OR

EQUAL; WIDTH OF DOOR

HEAD & EXTEND 1' - 0"

DOWN JAMB

CONTINUOUS SEALANT

PRECAST CONCRETE CAP

9 3/4"

ISOLATION JOINT MATERIAL

DOOR FRAME BEYOND

WEATHERSTRIP

SIDEWALK - REFER

TO CIVIL

CMU VENEER BEYOND

METAL CLOSURE BEYOND

INSULATED STEEL DOOR

THRESHOLD WITH THERMAL

BREAK - SET IN SEALANT

RIGID FOUNDATION

INSULATION

DAMPPROOFING

INSULATED TRANSLUCENT

PANEL

CONT. SEALANT

24GA. METAL TRIM; SILICONE

TO CMU

INSULATED TRANSLUCENT

PANEL

FACTORY PAINTED 24

GA. METAL DRIP

FLASHING; SLOPED TO

DRAIN

24 GA. METAL TRIM; SILL AND JAMBS;

SILICONE TO CMU

T.O. PARAPET

27' - 0"

HIGH ROOF

23' - 0"

SEAL MEMBRANE AROUND AND

INTO SCUPPER PER MFR.

RECOMMENDATIONS

SLOPE ROOFING AWAY FROM

SCUPPER AT OVERFLOW TRENCH

TYPICAL ROOFING

3/4" DRIP EDGE

4" H X 16" W, 20 GAGE GALV. METAL

SCUPPER, HEM ALL EDGES SOLDER

ALL SEAMS, AND CORNERS MATCH

ADJACENT FINISH

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

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ALASKA DISTRICT

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Garrett P. Burtner

No. 12683

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05/10/2019

1 1/2" = 1'-0"C3

WINDOW HEAD DETAIL

1 1/2" = 1'-0"C1

WINDOW SILL DETAIL

1 1/2" = 1'-0"A4

OVERHEAD SECTIONAL DOOR HEAD

1 1/2" = 1'-0"A3

OVERHEAD SECTIONAL DOOR JAMB

1 1/2" = 1'-0"A1

EXTERIOR DOOR HEAD

1 1/2" = 1'-0"C4

EXTERIOR DOOR SILL

1 1/2" = 1'-0"F5

WINDOW HEAD @ EIFS

1 1/2" = 1'-0"F3

WINDOW SILL @ EIFS

1" = 1'-0"F1

ROOF SCUPPER

S ym

A ct io n

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A p p vd

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M #1

A M

#1

7/

/2

A

M #2

A M

#2

7/

/2

D.1

FILL VOID WITH BATT

INSULATION

NEOPRENE SEISMIC

JOINT COVER; CS MODEL

BRJW OR APPROVED

ZEE - ATTTACH TO CMU

FLEXIBLE FLASHING

VAPOR RETARDER -

ALLOW FOR SEISMIC

MOVEMENT

CW

B6

C W

EIFS

EIFS

D

D.1

D5

A-511

E D

FIRE RATED DOOR AND FRAME

ALUMINUM SEISMIC

WALL JOINT COVER; CS

MODEL SFW OR

APPROVED

L3x3 EACH SIDE JAMBS

AND HEAD FOR MOUNTING

JOINT COVER

FLEXIBLE VAPOR

BARRIER

NEOPRENE SEISMIC

JOINT COVER; CS

MODEL BRJW OR

APPROVED

FILL VOID WITH BATT

INSULATION

EXISTING FIRE WATER

TANK; RIGID INSULATION

WITH METAL SKIN

C W

M

IN

D D.1

NEOPRENE SEISMIC

JOINT COVER; CS

MODEL BRJW OR

APPROVED

FLEXIBLE VAPOR

RETARDER WRAP

UNDER CURB

FLASHING; SEAL TO

BLOCK WALL

ZEE SCREW IN TO CMU

FILL W/ BATT

INSULATION

C

8"

EIFS

FACE OF BOILER

FLUE - REFER TO

MECHANICAL

METAL ROOF PANEL

16 GAGE SNOW DIVERTER WITH BACK

CLOSURE - COPE TO CLEAR ROOFING RIBS AS

NECESSARY - WELD ALL JOINTS

WATERTIGHT - SET IN SEALANT WITH 1/4"

SCREWS INTO WOOD DECK AT 6" O.C.

AROUND PERIMETER

12" MAX.

M

IN

PREINSULATED

CHIMNEY. INSTALL PER

MFR'S INSTRUCTIONS.

GUY CHIMNEY THREE

WAYS W/SS 18 GAUGE

WIRE

FILL VOIDS W/ BATT INSULATION

NEOPRENE SEISMIC JOINT

COVER; CS MODEL BRJW OR

APPROVED

CONT. SEALANT TO

(E) TANK WALL

EXISTING WATER TANK

M

IN

24. GA. FLASHING

FLEXIBLE VAPOR BARRIER

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

U .S

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ALASKA DISTRICT

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Garrett P. Burtner

No. 12683

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05/10/2019

1 1/2" = 1'-0"A4

SEISMIC JOINT @ GRID 4

1 1/2" = 1'-0"D4

SEISMIC JOINT @ JAMB - HEAD SIM.

1 1/2" = 1'-0"F4

SEISMIC JOINT @ WATER TANK

1 1/2" = 1'-0"A1

WALL SECTION AT BUILDING JOINT

1 1/2" = 1'-0"C1

BOILER STACK DETAIL

1" = 1'-0"F1

SEISMIC JOINT @ WATER TANK ROOF

S ym

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AM#2

AM#2

AM#2

DOOR TYPE ELEVATIONS WINDOW TYPE ELEVATIONS

3' - 0"

A B C E1 E3

4' - 0"

4' - 0"

HOLLOW METAL INSULATED

HOLLOW METAL

EXTERIOR ALUMINUM

BLAST WINDOW

INTERIOR ALUMINUM

SLIDING TRANSACTION

WINDOW

E

INSULATED

HOLLOW METAL

INSULATED

HOLLOW METAL

3' - 0"

6' - 0"

3' - 0"

2' - 0" 8

6"

D

SLIDING ALUMINUM AND

GLASS; REFER TO SECTION

08 32 13

6' - 0"

E2

EXTERIOR ALUMINUM

BLAST WINDOW

/4

/4

4' - 0"

3' - 6"

3' - 6"

F G

"4

HOLLOW METAL INSULATED

HOLLOW METAL

OPEN

3' - 6"

H

HOLLOW METAL

CASED OPENING

16' - 0"

T1

INSULATED TRANSLUCENT PANEL

DOOR SCHEDULE ABBREVIATIONS

45M 45 MINUTE FIRE RATED DOOR AND FRAME

ALUM ALUMINUM

HM HOLLOW METAL

IHM INSULATED HOLLOW METAL

IMP INSULATED METAL PANEL

STL STEEL

DOOR HARDWARE SETS

QTY. ITEM PRODUCT CODE FINISH MANUF.

SET #1

Doors: 101

1 Continuous Hinge 651HD UL 7'0" US32D ST 1 Exit Device 2108 X 4908B 626W PR 1 Rim Cylinder 12E-72 PATD 630 BE 1 Closer w/Comp. Stop QDC113 P 689 SH 1 Overhead Stop 1020 SA Series US32D AB 1 Kick Plate K0050 - 10" x 2" LDW CSK 630 TR 1 Weatherstrip 305 CR Head & Jambs PE 1 Door Bottom 315 CN PE 1 Threshold 253 X #AFG MSES10SS PE

SET #2

Doors: 101A

3 Hinges CB168 4 1/2 X 4 1/2 US26D ST 1 Exit Device 2103 630 PR 1 Electronic Exit Device Trim EXG-7EV15DV PATD 626 BE 1 Door Closer QDC115 P 689 SH 1 Wall Bumper 1270CX 626 TR 1 Threshold 171A PE

SET #3

Doors: 105, 106, 116C, 116D, 117C, 117D, 118C, 118D

NOTE: All Hardware by Door MFG

SET #4

Doors: 107

3 Hinges CB179 4 1/2 X 4 1/2 US26D ST 1 Lockset 45H-7D16J PATD 630 BE 1 Wall Bumper 1270CX 626 TR 3 Door Silencers 1229A GREY TR

SET #5

Doors: 108

3 Hinges CB179 4 1/2 X 4 1/2 NRP US26D ST 1 Lockset 45H-7D16J PATD 630 BE 1 Closer w/Comp. Stop QDC113 P 689 SH 3 Door Silencers 1229A GREY TR

SET #6

Doors: 109, 110

3 HingesCB179 4 1/2 X 4 1/2 US26D ST 1 Privacy Set 45H-0L16J VIN 630 BE 1 Door Closer QDC111 P 689 SH 1 Kick Plate K0050 - 10" x 2" LDW CSK 630 TR 1 Wall Bumper 1270CX 626 TR 3 Door Silencers 1229A GREY TR

SET #7

Doors: 112

3 HingesCB168 4 1/2 X 4 1/2 US26D ST 1 Lockset 45H-7R16J PATD 630 BE 1 Closer w/Comp. Stop QDC113 P 689 SH 1 Wall Bumper 1270CX 626 TR 3 Door Silencers 1229A GREY TR

SET #8

Doors: 115

3 HingesCB191 4 1/2 X 4 1/2 NRP US32D ST 1 Lockset 45H-7D16J PATD 630 BE 1 Closer w/Comp. Stop QDC113 P 689 SH 1 Weatherstrip 305 CR Head & Jambs PE 1 Door Bottom 315 CN PE 1 Threshold 253 X #AFG MSES10SS PE

QTY. ITEM PRODUCT CODE FINISH MANUF.

SET #9

Doors: 114

6 Hinges CB191 4 1/2 X 4 1/2 NRP US32D ST 1 Set Auto Flush Bolts 3810 X 3810 630 TR 1 Lockset 45H-7D16J PATD 630 BE 1 Coordinator 3094B2 BLACK TR 2 Closer w/Comp. Stop QDC113 P 689 SH 2 Mounting Bracket 3096 BLACK TR 1 Weatherstrip 305 CR Head & Jambs PE 2 Door Bottom 315 CN PE 1 Threshold 253 X #AFG MSES10SS PE

NOTE: Astragal by Door Supplier

SET #10

Doors: 116

3 Hinges CB168 4 1/2 X 4 1/2 US26D ST 1 Exit Device FL 2103 48" 630 PR 1 Electronic Exit Device Trim EXG-7EV15DV PATD 626 BE 1 Closer w/Comp. Stop QDC113 P 689 SH 1 Overhead Stop 1020 SA Series US32D AB 1 Weatherstrip 305 CR Head & Jambs PE 1 Door Bottom 315 CN PE 1 Threshold 171A PE

SET #11

Doors: 116A, 116B, 117A, 117B, 118A, 118B

3 Hinges CB199 4 1/2 X 4 1/2 NRP US32D ST 1 Exit Device 2103 630 PR 1 Electronic Exit Device Trim EXG-7EV15DV PATD 626 BE 1 Closer w/Comp. Stop QDC113 P 689 SH 1 Kick Plate K0050 - 10" x 2" LDW CSK 630 TR 1 Security Hasp High Security Hasp STAN 1 Weatherstrip 305 CR Head & Jambs PE 1 Door Bottom 315 CN PE 1 Threshold 253 X #AFG MSES10SS PE

SET #12

Doors: 117, 118

3 Hinges CB168 4 1/2 X 4 1/2 US26D ST 1 Exit Device 2114 X 4914B 42" 630 PR 1 Closer w/Comp. Stop QDC113 P 689 SH 1 Kick Plate K0050 - 10" x 2" LDW CSK 630 TR 3 Door Silencers 1229A GREY TR

SET #13

Doors: 119

3 Hinges CB199 4 1/2 X 4 1/2NRP US32D ST 1 Lockset 45H-7D16J PATD 630 BE 1 Closer w/Comp. Stop QDC113 P 689 SH 1 Weatherstrip 305 CR Head & Jambs PE 1 Door Bottom 315 CN PE 1 Threshold 253 X #AFG MSES10SS PE

SET #14

Doors: 113

3 HingesCB191 4 1/2 X 4 1/2 NRP US32D ST 1 Exit device 2103 x 4903B 630 PR 1 Rim Cylinder 12E-72 PATD 630 BE 1 Closer w/Comp. Stop QDC113 P 689 SH 1 Weatherstrip 305 CR Head & Jambs PE 1 Door Bottom 315 CN PE 1 Threshold 253 X #AFG MSES10SS PE

Code Description P Full Size Plastic Cover FL Fire Exit Hardware 48" 48" Door Width CSK COUNTER SINKING OF KICK and MOP PLATES VIN Visual Indicator

MSES10SS #10 S.S. MACHINE SCREWS AND EXPANSION SH

Code Description 626 Satin Chromium Plated 630 Satin Stainless Steel 689 Aluminum Painted 626W Weatherized Satin Chrome GREY Grey BLACK Black US26D Chromium Plated, Dull US32D Stainless Steel, Dull

DOOR HARDWARE OPTIONS LIST DOOR HARDWARE FINISHES LIST

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

U .S

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ALASKA DISTRICT

A S

N O

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Garrett P. Burtner

No. 12683

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05/10/2019

DOOR & FRAME SCHEDULE

DOOR

NUMBER WIDTH

WIDTH

2ND LEAF HEIGHT

TYPE

MARK

FRAME

MATERIAL

DOOR

MATERIAL NOTES

101 3' - 0" 7' - 0" B IHM IHM

101A 3' - 0" 7' - 0" A HM HM

102 3' - 10" 7' - 0" H IHM FRAME ONLY

105 6' - 0" 7' - 0" D ALUM GLASS SLIDING ALUM

106 6' - 0" 7' - 0" D ALUM GLASS SLIDING ALUM

107 3' - 0" 7' - 0" A HM HM

108 3' - 0" 7' - 0" A HM HM

109 3' - 0" 7' - 0" A HM HM

110 3' - 0" 7' - 0" A HM HM

112 3' - 6" 7' - 0" F HM HM

113 3' - 0" 7' - 0" B IHM IHM

114 3' - 0" 3' - 0" 7' - 0" C IHM IHM

115 3' - 6" 7' - 0" G HM IHM 45M

116 3' - 6" 7' - 0" G IHM IHM

116A 3' - 0" 7' - 0" B IHM IHM

116B 3' - 0" 7' - 0" B IHM IHM

116C 16' - 0" 12' - 0" I STL IMP OVERHEAD DOOR

116D 16' - 0" 12' - 0" I STL IMP OVERHEAD DOOR

117 3' - 6" 7' - 0" G IHM IHM

117A 3' - 0" 7' - 0" B IHM IHM

117B 3' - 0" 7' - 0" B IHM IHM

117C 16' - 0" 12' - 0" I STL IMP OVERHEAD DOOR

117D 16' - 0" 12' - 0" I STL IMP OVERHEAD DOOR

118 3' - 6" 7' - 0" G IHM IHM

118A 3' - 0" 7' - 0" B IHM IHM

118B 3' - 0" 7' - 0" B IHM IHM

118C 16' - 0" 12' - 0" I STL IMP OVERHEAD DOOR

118D 16' - 0" 12' - 0" I STL IMP OVERHEAD DOOR

119 3' - 6" 7' - 0" G IHM IHM

WINDOW SCHEDULE

TYPE HEIGHT WIDTH

FRAME

MATERIAL NOTES

E1 4' - 0" 4' - 0" ALUM

E1 4' - 0" 4' - 0" ALUM

E1 4' - 0" 4' - 0" ALUM

E1 4' - 0" 4' - 0" ALUM

E1 4' - 0" 4' - 0" ALUM

E1 4' - 0" 4' - 0" ALUM

E1 4' - 0" 4' - 0" ALUM

E1 4' - 0" 4' - 0" ALUM

E2 6' - 8" 4' - 0" ALUM

E2 6' - 8" 4' - 0" ALUM

E2 6' - 8" 4' - 0" ALUM

E3 4' - 2" 4' - 4" ALUM

S ym

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#2

7/

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F

FACU FRTP

M

BAY 1

TOOLS

OPEN OFFICE

NCOIC

ANCOIC

B R

E A

K R

O O

M

REST

REST

JAN

VEST

COM

108 1

101A

HALL

LOCKER

WS3

CREW CHIEF STORAGE

PRODUCTION STAFF (5)

60X30

84X78

TACK BOARD

MOBILE

MARKER

BOARD

C O

U N

T E

R

NOTICES

C01 C01 C01

C01C01C01

C01 C01 C01 C01 C01

C01

C01 C02

C02

C02

C02

C02

C02

C02

WS1

WS2

WS3 WS3

WS3

WS3

WS3 WS3

WS4 WS4 WS4 WS4 WS4

WS5

WS5

C01

C01

S01 S01 S01 S01 S01 S01

S01

S01

S01

S01S01

S01

S01

S01

S02 S02 S02

S01

S01

S03

3' - 9"

F04

F04

C02

C02

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FURNITURE FOOTPRINT PLAN - ENLARGED AREA A

E5

OPEN OFFICE - 2

C5

BREAK ROOM

A5

OPEN OFFICE - 1

FURNITURE CODE FURNITURE DISCRIPTION

CHAIR(S)

C01 TASK CHAIR

C02 SIDE CHAIR

FIXTURE(S)

F01 RECYCLE/WASTE RECEPTICLE

F02 MOBILE MARKER BOARD

F03 NOTICE BOARD

F04 PRINTER

F05 PERSONAL WASTE RECEPTACLE

F06 PAPER SHREDDER

F07 55" DISPLAY WALL MOUNT

F08 55" DISPLAY

F09 REFRIGERATOR

F10 COFFEE MAKER

F11 MICROWAVE

F12 INDUSTRIAL STORAGE

F13 DESKTOP PRINTER

F14 TRASH

F15 CTK COMPOST TOOL KIT

F16 GROUNDING WHEEL

F17 FIRE EXSTINGUISHER

F18 MIT CABINET

F19 FLAM CABINET

STORAGE

S01 3-HIGH 36" FILE

S02 3-HIGH 42" FILE

S03 STORAGE CABINET

TABLE(S)

T01 BREAK ROOM TABLE

WORKSTATION(S)

WS1 NCOIC WORKSTATION

WS2 ANCOIC WORKSTATION

WS3 CREW CHIEF WORKSTATIONS

WS4 PRODUCTION STAFF WORKSTATIONS

WS5 TOOL WORKSTATIONS

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WS6 WS6

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118B118A

117B117A

116A 116B

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FURNITURE FOOTPRINT PLAN - ENLARGED AREA B

FURNITURE CODE FURNITURE DISCRIPTION

CHAIR(S)

C01 TASK CHAIR

C02 SIDE CHAIR

FIXTURE(S)

F01 RECYCLE/WASTE RECEPTICLE

F02 MOBILE MARKER BOARD

F03 NOTICE BOARD

F04 PRINTER

F05 PERSONAL WASTE RECEPTACLE

F06 PAPER SHREDDER

F07 55" DISPLAY WALL MOUNT

F08 55" DISPLAY

F09 REFRIGERATOR

F10 COFFEE MAKER

F11 MICROWAVE

F12 INDUSTRIAL STORAGE

F13 DESKTOP PRINTER

F14 TRASH

F15 CTK COMPOST TOOL KIT

F16 GROUNDING WHEEL

F17 FIRE EXSTINGUISHER

F18 MIT CABINET

F19 FLAM CABINET

STORAGE

S01 3-HIGH 36" FILE

S02 3-HIGH 42" FILE

S03 STORAGE CABINET

TABLE(S)

T01 BREAK ROOM TABLE

WORKSTATION(S)

WS1 NCOIC WORKSTATION

WS2 ANCOIC WORKSTATION

WS3 CREW CHIEF WORKSTATIONS

WS4 PRODUCTION STAFF WORKSTATIONS

WS5 TOOL WORKSTATIONS

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FOR REFERENCE ONLY.

1. 12" TWO-WAY CONCRETE SLAB REINFORCE SLAB WITH #5 AT 10"

O.C. EACH WAY, TOP AND BOTTOM, U.N.O. WITH ADDITIONAL

BAR SPACING AS INDICATED ON PLAN. PLACE BARS PARALLEL

WITH SLAB SHORT EDGES IN TOP-MOST AND BOTTOM MOST

POSITIONS, TYP. SEE COLUMN STRIP SCHEDULE FOR

SUPPLEMENTAL REINFORCEMENT REQUIRED.

2. TYPICAL AS INDICATED: PILE BELOW FOR REFERENCE.

3. 5" CONCRETE SLAB ON GRADE OVER VAPOR BARRIER PER

ARCHITECTURAL DRAWINGS OVER ENGINEERED SOIL PER

GEOTECH REPORT. REINFORCE WITH #4 BARS AT 18" O.C., EACH

WAY, LOCATED 1 1/2" CLEAR FROM TOP OF SLAB.

4. TYPICAL AS INDICATED: WALL ABOVE FOR REFERENCE.

5. TYPICAL CONCRETE CONTROL JOINT IN SLAB ON GRADE PER

TYPICAL DETAIL. SEE G.S.N. FOR SPACING REQUIREMENTS.

6. EXISTING WATER TANK CONTINUOUS FOOTING.

7. ADDITIONAL MAT OF REINFORCING PER TYPICAL DETAIL: (2) #5

TOP BARS EQUALLY SPACED BETWEEN EACH PILE AND (2) #5

TOP BAR SPACED EVENLY OVER THE TOP OF EACH PILE. SEE

DIMENSIONS ON PLAN FOR THE LENGTH OF REINFORCING

REQUIRED.

8. ADDITIONAL MAT OF REINFORCING PER TYPICAL DETAIL: (2) #5

TOP BARS SPACED EVENLY OVER THE TOP OF EACH PILE. SEE

DIMENSIONS ON PLAN FOR THE LENGTH OF REINFORCING

REQUIRED

9. ADDITIONAL MAT OF REINFORCING PER TYPICAL DETAIL: (2) #5

BARS EQUALLY SPACED BETWEEN EACH PILE AND (4) #5 BARS

SPACED EVENLY OVER THE TOP OF EACH PILE. SEE

DIMENSIONS ON PLAN FOR THE LENGTH OF REINFORCING

REQUIRED

10. ADDITIONAL MAT OF REINFORCING PER TYPICAL DETAIL: (2) #5

BARS SPACED EVENLY OVER THE TOP OF EACH PILE. SEE

DIMENSIONS ON PLAN FOR THE LENGTH OF REINFORCING

REQUIRED

11. TRENCH DRAIN AND CLEANOUT MECHANICAL. SEE TYPICAL

DETAIL FOR OPENING IN STRUCTURAL SLAB AND REINFORCING

INFORMATION.

12. WATER/OIL SEPARATOR BY MECHANICAL. SEE TYPICAL DETAIL

FOR OPENING IN STRUCTURAL SLAB AND REINFORCING

INFORMATION.

13. TYPICAL: COLUMN STRIP. SEE TYPICAL DETAIL 12A FOR MORE

INFORMATION. ALL OTHER STRIPS ARE MIDDLE STRIPS PER

TYPICAL DETAIL 12B U.N.O.

14. TYPICAL: SLOPE SLAB TO DRAINS (MIN. SLOPE PER

ARCHITECTURAL DRAWINGS). MIN. SLAB THICKNESS SHALL

BE 12".

SLAB KEYNOTES:

1. 600S162-43 LIGHT GAGE STEEL STUDS AT 24" O.C.. 600T150-43

TOP AND BOTTOM TRACK WITH (2) #10 SCREWS AT EACH STUD.

ANCHOR BOTTOM TRACK TO FOOTING WITH 3/4" DIA. SCREW

ANCHORS WITH 3 1/4" EMBEDMENT AT 24" O.C.. SEE TYPICAL

DETAILS FOR BRIDGING REQUIREMENTS.

2. SEE TYPICAL DETAILS FOR THE LOCATION OF MASONRY

CONTROL JOINTS AT OPENINGS. SEE TYPICAL DETAILS FOR

REINFORCEMNT AT CONTROL JOINTS.

3. HORIZONTAL FOOTING INSULATION PER G.S.N.

4. EXISTING WATER TANK AND FOUNDATION. FIELD VERIFY

EXISTING FOUNDATION.

5. TYPICAL, HORIZONTAL INSULATION DIMENSIONS AT BUILDING

CORNERS DESCRIBED IN THE GSN.

6. CONCRETE HOUSEKEEPING PAD PER TYPICAL DETAIL.

7. MECHANICAL UNIT.

8. OIL WATER SEPERATOR PER MECHANCIAL

9. TYPICAL, MASONRY WALL REINFORCING (MW) SHOWN ON PLAN

SHALL BE USED ABOVE LINTELS AND BELOW SILLS WHERE

INDICATED. SEE LINTEL REINFOCING (ML) FOR JAMB, SILL AND

LINTEL REINFORCING USE THE MORE STRINGENT REINFORCING

REQUIRED BETWEEN MW AND ML REINFORCING.

FOUNDATION KEYNOTES:

1. 18 GAGE 1 1/2" STEEL ROOF DECK PER G.S.N.

2. TYPICAL AS INDICATED WT4x9.

3. TYPICAL: W16x26 BRIDGE CRANE RUNWAY

BEAM. T.O.S. = 10' 4"

4. EXISTING WATER TANK PER ARCHITECTURAL

DRAWINGS.

5. TYPICAL ANGLE AS INDICATED. L8X6X7/16 (LLV)

STEEL ANGLE WITH 5/8" DIA. SCREW ANCHORS

AT 16" O.C..EMBED SCREW ANCHORS 4" MIN..

6. TYPICAL: CRANE RUNWAY BEAM SUPPORT.

7. TYPICAL U.N.O.: 2-1/2" MIN. SEISMEC

SEPERATION.

8. STEEL CRANE TROLLEY BEAM.

9. TYPICAL: AT ROLL UP DOOR ML2 OCCURS

ABOVE THE DOOR AND ABOVE THE

TRANSLUCENT PANEL WHICH OCCURS ABOVE

THE DOOR. SEE ARCHITECTURAL FOR LINTEL

LOCATIONS

10. HATCH INDICATES MECHANICAL PLATFORM

FRAMING BELOW. SEE MECHANICAL PLATFORM

FRAMING PLAN FOR MORE INFORMATION.

11. HANGING COLUMN, FOR BEAM TO

COLUMN CONNECTIONS, SEE TYPICAL DETAIL

36.

12. TYPICAL: DESIGN EACH JOIST FOR DL=6.5K AND

LL=2K AT EACH BEAM BEARING POINT.

13. RUN DECK EDGE ANGLE OR BENT PLATE

CONTINUOUS OVER MIN. TO BEAMS. EXTEND

ANGLE TO EDGE OF CURVED DECK.

14. TYPICAL DESIGN HIGH ROOF JOIST TOP CHORD

FOR A 5.6K AXIAL SEISMIC LOAD.

15. MECHANICAL UNIT: HRV-1 WEIGHT = 5,000 LBS.

16. TYPICAL AT MECHANICAL PLATFORM: 1/4" SLIP

RESISTANT STEEL PLATE.

17. ROOF DRAIN PER ARCHITECTURAL AND

MECHANICAL DRAWINGS.

18. TYPICAL DESIGN LOW ROOF JOIST TOP CHORD

FOR A 4.5K AXIAL SEISMIC LOAD.

19. TYPICAL: HRV-1 IS SUPPORTED FROM JOISTS.

DESIGN EACH JOIST BOTTOM CHORD FOR

DL= .7K AT EACH MECHANICAL UNIT SUPPORT

POINT INDICATED ON PLAN.

FRAMING KEYNOTES:

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ZAQUEO D. SALAZAR

No. CE129751

REG IS T ER ED P R O F E S S IO N A L E NG IN

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50' - 0"

2'

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44' - 8"50' - 0"42' - 8"

D.1

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O P

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4'

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S-521

S-521

S-521

S-522

S-522

S-521

S-521

S-521

S-521

S-521

24K (395/295) AT 6'-0" O.C. (MAX)

S-521

S-521

S-522

S-522

ML2

ML2

A

S-522

S-521HIGH

S-521 LOW

LOW

LOW

S-522

M L

B.O.D. = 18' - 10 7/8" ALONG GRID D

B.O.D. = 12' - 6 1/4" ALONG GRID E

B.O.D. = 16' - 2 7/8" INSIDE FACE

B.O.D. = 14' - 1" INSIDE FACE

W x1

W x1

4' - 0"

2' - 6 1/4"

W12x22W12x22

5'

14' - 5 1/2"15' - 4 1/2"

17 17

17 17

0'

1"

0'

0'

0'

S-523

S-523

24K (395/295) AT 6'-0" O.C. (MAX)

24K (395/295) AT 6'-0" O.C. (MAX)

24K (395/295) AT 6'-0" O.C. (MAX)

S-522

2' - 0" 2' - 0"

2'

2'

B.O.D. = 24' - 3 3/8" ALONG GRID D1

B.O.D. = 23' - 0" ALONG GRID C

B.O.D. = 24' - 3" ALONG GRID B

B.O.D. = 23' - 0" INSIDE FACE OF WALL

LOW

LOW

2.1 1.1

A1

B1

W

X

12' - 0"

2'

/2

2'

/4

S-521

S-521

S L

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1'

/8

(T

Y P

D

D.1

50' - 0"

W8x10

W10x12

W8x10

W x1

W x1

W x1

S-523

S-523

HSS3X3X1/4

HSS3X3X1/4

W 8x

0 5'

15' - 4 1/2" 20' - 2" 14' - 5 1/2"

S-523

T.O.S. = 15' - 1 1/2"

SEE SHEET S-007 FOR KEYNOTES

A K

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49 TH

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ZAQUEO D. SALAZAR

No. CE129751

REG IS T ER ED P R O F E S S IO N A L E NG IN

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ROOF FRAMING PLAN

PLAN NORTH

SCALE: 1/8" = 1'-0"

ROOF FRAMING PLAN - PUMP HOUSE

TYPICAL, MASONRY LINTELS ARE ML1 U.N.O.

SCALE: 1/8" = 1'-0"

MECHANICAL PLATFORM FRAMING PLAN

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(7)

(6)

(5)

(2)

(3)

(4)

(10)

(6)

(8)

(7)

(11)

(9) (12)

(1)

(10)

(9)

(8)

(7)

(6)

(5)

(2)

(3)

(4)

(10)

(6)

(8)

(7)

(11)

(9) (12)

(5)

(10)

(9)

(8)

(7)

(6)

(5)

(2)

(3)

(4)

(1)

(2)

(4)

(5)

(3)

(1)

(2)

(3)

(4)

(7)

(6)

(5)

(5)

(4)

(5)

(1)

(3)

(7)

(3)

(4)

(6)

(1)

(2)

(8)

(6)

(6)

(4)

(5)

(7)

(1)

(2)

(3)

(1) (9)

(10)

(5)

(13)

(13)

(13)

(10)

(6)

(3)

(2)

(12)

(13)

(11)

(9)

(9)

(12)

(14)

(11)

SCALE: NOT TO SCALE

SCALE: NOT TO SCALE

SCALE: NOT TO SCALE

SCALE: NOT TO SCALE

SCALE: NOT TO SCALE

SCALE: NOT TO SCALE

SCALE: NOT TO SCALE

4.

3.

2.

DRYPACK.

BEARING PLATE ON 1"±

MASONRY WALL AND

(2) #5 AT TOP OF WALL.

CHORD EXTENSION.

STEEL JOIST WITH TOP

NOTES:

5.

NOTES:

1/4 3

10.

9.

8.

(2) 3/4" DIA. ANCHORS.

1"± DRYPACK.

OF DECK SEE PLAN.

STEEL DECK - FOR DIRECTION

JOIST BEARING PLATE.

WELD AT ENDS TO JOIST OR

CONTINUOUS BETWEEN JOIST.

3/16" BENT STEEL PLATE

ANCHORS.

AT 24" O.C. WITH (2) 3/4" DIA.

STEEL PLATE 3/8"x5"x0'-8"

3/16 3-6

3/16" x 6" LEG BENT PLATE

AT DECK EDGE. FULLY BUTT

WELD SPLICES. MITER AND

FULLY WELD AT ROOF CORNERS.

SEE PLANS FOR SLOPE DIRECTION.

A

A

6.

7.

REINFORCING.

1.

1/4 4

1/4

NOTE:

A. SEE PLANS FOR SLOPE DIRECTION.

NOTES:

SEE PLANS FOR SLOPE DIRECTION.

1/4

C

3/16 3-6

H

NOTES:

SEE PLANS FOR SLOPE DIRECTION.

11. PER ARCHITECTURAL, 3'-0" MAX.

12. TYPICAL: U.N.O. JOIST SEAT DEPTH

PER JOIST MFR. DEPTH SHALL BE

A MINIMUM OF 2 1/2" U.N.O..

10. 3/16" x 6" LEG BENT PLATE

AT DECK EDGE. FULLY BUTT

WELD SPLICES. MITER AND

FULLY WELD AT ROOF CORNERS.

6 15/16"

VARIES, PER PLAN.

VARIES, PER PLAN.

1 1/2" TYP.

/2

T Y

P

VARIES, PER PLAN.

1"

GAP

4"

24" MIN.

1"

MAX.

(8

1 1/2" TYP.

1 1/2" TYP.

/2

T Y

P

1 1/2" TYP.

216114-X-DETAILS-206

216114-X-DETAILS-208

216114-X-DETAILS-207

218035-X-DETAILS-201

218035-X-DETAILS-204

218035-X-DETAILS-203

218035-X-DETAILS-202

SECTION BETWEEN JOISTS

1/4

TYP

1/4

1/4

F

SECTION

F

1/4

TYP

1/4

1/4

D

SECTION

D

1/4

1/4

TYP

1/4

5/16

TYP

NOTES:

NOTES:

1. MASONRY WALL.

2. 1/4" x 6" STEEL PLATE AT SUPPORT BEAMS

(2) 3/4" DIA. BOLTS.

HOLES IN STEEL ANGLE

SHALL BE SHORT SLOTTED

IN DIRECTION PARALLEL

TO RUNWAY BEAM.

L5x5x5/16x 0'-6"

STEEL ANGLE WITH 3/4"

DIA. THRU BOLTS. SPACE THRU BOLTS

1/2" x 10" x 1'-2" STEEL

PLATE WITH (4) 3/4"

DIA. THRU BOLTS.

W12x26 SUPPORT BEAM. SPACE BEAM AT

3/8" STEEL STIFFENER

BOTH SIDES OF BEAM.

(2) 3/4" DIA. BOLTS ON BEAM GAGE.

HOLES IN RUNWAY BEAM SHALL BE

SHORT SLOTTED IN THE DIRECTION

PARALLEL TO THE RUNWAY BEAM.

HOLES IN STUD SUPPORT BEAM SHALL

BE SHORT SLOTTED IN THE

DIRECTION PARALLEL TO THE STUD BEAM.

STEEL RUNWAY BEAM.

CRANE RAIL PER CRANE MANUFACTURER.

3.

4.

5.

6.

7.

8.

9.

10.

AT END SUPPORT LOCATIONS,

ONLY INSTALL THESE (2) BOLTS.

END OF RUNWAY BEAM AT

END SUPPORT LOCATION.

11.

12.

5.

4.

3.

2.

1.

ABOVE AND BELOW ANCHORS.

6" O.C. - GROUT 4" MIN.

(2) 1/2" DIA. ANCHORS AT

STEEL PLATE 1/4x4 x 0'-9" WITH

SEE PLANS.

STEEL DECK - FOR DIRECTION,

CONTINUOUS BOND BEAM.

MASONRY WALL.

NOTES:

3/16 3

4x4x1/4 CONTINUOUS

STEEL ANGLE.

LOCATE PLATES AT 48" O.C. MAX.

7.

6.

5.

4.

3.

2.

1.

STEEL JOIST.

STEEL DECK.

L4x4x1/4 CONTINUOUS

PER G.S.N.

CONTINUOUS BOND BEAM

PLATE WITH (2) 3/4" DIA.

1/2x5 x 1'-0" STEEL BEARING

GROUT SOLID.

MASONRY WALL.

3/16

1/8

NOTES:

STEEL ANGLE.

ANCHORS SPACED 8" O.C.

OVER 1" +/- DRYPACK.

1"± DRYPACK.5.

4.

3.

2.

1.

MASONRY WALL.

OF WALL.

CONTINUOUS BARS AT TOP

MEMBERS) STEEL PLATE WITH (1)

1/4"x5 x (SPACING BETWEEN WT

OF DECK, SEE PLAN.

STEEL DECK - FOR DIRECTION

NOTES:

3/4" DIA. ANCHOR AT 12" O.C..

SECTION BETWEEN BEAMS

B

B

GRID

1/4

6. STEEL WT PER PLAN.

7. 1/4"x7"x20" STEEL PLATE

WITH (3) 3/4" DIA. ANCHORS AT

8" O.C.

STEEL ANGLE AS OCCURS PER PLANS.8.

3/16

NOTES:

1. STEEL BEAM

2. CONTINUOUS BOND BEAM.

3. MASONRY WALL. AT SIM, STEEL BEAM.

4. 1/4"X7"X20" STEEL PLATE WITH (3) 3/4"

DIA. ANCHORS AT 8" O.C.

5. 1"± DRYPACK.

6. 1/4" X 4" VERTICAL LEG CONTINUOUS

BENT STEEL PLATE.

7. 1/2X4 X (FLANGE WIDTH) BENT STEEL

BEARING PLATE, FULLY WELDED.

8. MATCH ADJACENT FRAMING, 4" MIN.

9. PLATE TO MATCH BEAM FLANGE.

SLOT AROUND WEB INBOARD OF

WALL. FULLY WELD.

10. EXTEND COPED BEAM END TO

SUPPORT DECK. 4'-0" MAX. PER

ARCHITECTURAL.

11. 3/8"x5"x0'-8" STEEL PLATE AT 24" O.C.

WITH (2) 3/4" DIA. ANCHORS.

12. 3/16" BENT STEEL PLATE

CONTINUOUS BETWEEN JOIST. WELD

AT ENDS TO JOIST OR JOIST BEARING

PLATE.

13. STEEL DECK.

14. PER ARCHITECTURAL, 3'-0" MAX.

E

SECTION

E

SECTION

G

G

MIN. 1-1/2" FROM EDGE OF STEEL ANGLE

VERTICALLY AND HORIZONTALLY.

1. MASONRY WALL.

2. 1/4" x 6" STEEL PLATE AT SUPPORT BEAMS

(2) 3/4" DIA. BOLTS.

HOLES IN STEEL ANGLE

SHALL BE SHORT SLOTTED

IN DIRECTION PARALLEL

TO RUNWAY BEAM.

L5x5x5/16x 0'-6"

STEEL ANGLE WITH 3/4"

DIA. THRU BOLTS. SPACE THRU BOLTS

1/2" x 10" x 1'-2" STEEL

PLATE WITH (4) 3/4"

DIA. THRU BOLTS.

3/8" STEEL STIFFENER

BOTH SIDES OF BEAM.

(2) 3/4" DIA. BOLTS ON BEAM GAGE.

HOLES IN RUNWAY BEAM SHALL BE

SHORT SLOTTED IN THE DIRECTION

PARALLEL TO THE RUNWAY BEAM.

HOLES IN STUD SUPPORT BEAM SHALL

BE SHORT SLOTTED IN THE

DIRECTION PARALLEL TO THE STUD BEAM.

STEEL RUNWAY BEAM.

CRANE RAIL PER CRANE MANUFACTURER.

3.

4.

5.

6.

7.

8.

9.

10.

AT END SUPPORT LOCATIONS,

ONLY INSTALL THESE (2) BOLTS.

END OF RUNWAY BEAM AT

END SUPPORT LOCATION.

11.

12.

MIN. 1-1/2" FROM EDGE OF STEEL ANGLE

VERTICALLY AND HORIZONTALLY.

25'-0" O.C. MAX.

W12x26 SUPPORT BEAM. SPACE BEAM AT

25'-0" O.C. MAX.

TYP, 1/2"x2"x0'-2" STEEL WASHER.13.

6. 3/4" DIA. AUTOMATIC WELDED THREAD

STUD. SEE TYPICAL DETAIL FOR MORE

INFORMATION.

SECTION AT CONTROL JOINT

C

H

SECTION BETWEEN JOISTS

E

PER ARCHITECTURAL 2'-0" MAX..9.

A.

TYPICAL: SEE PLANS FOR BOTTOM OF DECK ELEVATION.B.

STEEL JOIST TO MASONRY WALL

STEEL BEAM AT MASONRY WALL

STEEL CRANE RUNWAY BEAM AT MASONRY WALL

STEEL CRANE RUNWAY BEAM AT MASONRY WALL

STEEL DECK AT MASONRY WALL

STEEL JOIST AT MASONRY WALL

STEEL DECK AT MASONRY WALL

A K

AF AL

T S

TA

E O

49 TH

S

ZAQUEO D. SALAZAR

No. CE129751

REG IS T ER ED P R O F E S S IO N A L E NG IN

EER

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

U .S

A

R M

Y E

N G

IN

E

T

R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S A

N C

H O

R A

G E

A

LA

S

K A

D R

A W

N B

Y

D E

S

IG

N E

D

S U

B M

IT

T

E D

R E

V

IE

W E

D B

Y

F

IL

E

D A

T E

C

O N

T R

A C

T N

O

D W

G

A

D W

G S

C A

LE

C O

N T

R A

C T

O R

C

IT

Y

S T

A T

E

R ec om m en de d:

A pp ro ve d:

D at e:

P R

IM

E

C O

N T

R A

C T

O R

R E

S

ID

E N

T E

N G

IN

E

E R

E

IE

B C D E F G H

P

LO

T S

C A

LE

x

:1 x

:2

ALASKA DISTRICT

A S

N O

T E

D

05/10/19

S-521

D M

F

R E

B

/1

0/

RTA

E

IE

L S

O N

A

IR

F O

R C

E B

A S

E

A L

A S

K A

E

IE

C

O N

V E

N T

IO

N

A L

M U

N

IT

IO

N

S F

A C

IL

IT

Y

F R

A M

IN

G

D E

T A

IL

S

S ym

A ct io n

D es cr ip ti o n D at e

A p p vd

A D

D N

O T

E

H

A N

G

IN

G C

O

LU

M N

7/

/2

2 15

A

B

C

D

E

WATER

TANK

EX1

FIRE

PUMP

BAY 1

BAY 2

BAY 3

TOOLS

ELEC

MECHANICAL

VEST

JAN

REST

REST

COM

NCOIC

ANCOIC

BREAK

ROOM

OPEN

OFFICE

LOCKER

HALL

6" WASTE

I.E = 5' 0"

4" V UP

4" V UP

4" V UP

4" V UP

4" UP TO FCO-1

4" UP TO FCO-1

I.E. = 3' 4"

4" UP TO FCO-1

4" UP TO FCO-1

4" UP TO FCO-1

W

W

W

4" UP TO FCO-1

2" UP TO

FD-1

2" UP TO

FD-1

2" UP TO

FD-1

2" UP TO

FD-1

2" UP TO

FD-1 2" V UP

2" W UP

2" W UP

4" W UP

2" W UP

4" V UP

4" UP TO

WCO-1

2" UP TO

FD-1

6" UP TO

FS-1

4" V UP

6" UP TO

FCO-1

4 W6 W

W

W

OWS-1

6" UP TO

YCO-1

W

6 W

2-1/2 CW

4" HORIZONTAL VENT

UNDER SLAB, SLOPE

TOWARDS OWS-1

2" V UP

2" V UP

2" HYDRANT

CIRC

2" CW CIRC

4" V UP

4" V UP

4" V UP

4" V UP

4" UP TO RD

PROVIDE WITH WALL

CLEANOUT

4" RD

I.E = 4' 4"

SEE C-701

2" HYDRANT CIRC

4" V UP. OWS-1 VENT

INDEPENDENT OF

WASTE VENT SYSTEM

PROVIDE HOLDOWN ANCHORAGE

2" UP

TO FD-1

2" UP

TO FD-1

4" UP TO

FCO-1

4 W

4 W

2 PW 2 PW

2" PW TO LS-1 IN PUMP HOUSE.

I.E = 5'0". SEE A1/M-302

2" UP TO

YCO-1

2" UP TO

FCO-1

2" UP TO

FCO-1

P

W

ARCTIC PIPEHDPE

10' MIN

F S tr ee t A nc ho ra ge

, A la sk a

7.

6.

w w w

.c of fm an

.c om

A E

C C

US ARMY CORPS

OF ENGINEERS

Reference number:

U .S

A

R M

Y E

N G

IN

E

T

R

IC

T C

O R

P S

O F

E N

G

IN

E E

R S

A N

C H

O R

A G

E

A

LA

S K

A

D R

A W

N B

Y

D E

S

IG

N E

D

S U

B M

IT

T

E D

R E

V

IE

W E

D B

Y

F

IL

E

D A

T E

C

O N

T R

A C

T N

O

D W

G

A

D W

G S

C A

LE

C O

N T

R A

C T

O R

C

IT

Y

S T

A T

E

R ec om m en de d:

A pp ro ve d:

D at e:

P R

IM

E

C O

N T

R A

C T

O R

R E

S

ID

E N

T E

N G

IN

E

E R

NOT FOR CONSTRUCTION

B C D E F G H

P

LO

T S

C A

LE

x

:1 x

:2

ALASKA DISTRICT

A S

N O

T E

D

E

IE

M-101

P L A

N S

E

IE

C

O N

V E

N T

IO

N

A L

M U

N

IT

IO

N

S F

A C

IL

IT

Y

N E

K

IS

W

B

LL

/1

0/

RTA

E

IE

L S

O N

A

IR

F O

R C

E B

A S

E

A L

A S

K A

M E

C H

A N

IC

A

L

U N

D E

R F

L O

O R

P L U

M B

IN

G

1/8" = 1'-0"A1

PLUMBING UNDERFLOOR PLAN

04 8 16268

SCALE: 1/8"=1'-0"

PLAN NORTH

1. CONTRACTOR TO COORDINATE PENETRATIONS IN SLAB WITH

STRUCTURAL SLAB PLAN. PROVIDE MINIMUM SEPARATION OF

2FT FROM ALL SLAB JOINTS.

2. PROVIDE 1/2" CW FROM TRAP PRIMER TO FLOOR DRAINS WITH

TRAPS. SEE TRAP PRIMER DETAIL C5/M-501.

3. FOR OWS-1 DETAIL SEE DETAIL E1/M-504.

4. INVERT ELEVATIONS SHOWN ARE CALCULATED.

5. SUBSIDING SOILS PRESENT AT SITE. CONSTRUCT UNDERSLAB

PIPING WITH HANGERS AS IF SUSPENDED FROM STRUCTURE.

GENERAL NOTES:

FOR DOMESTIC WATER SUPPLY DETAIL SEE A3/M-501.

FOR DOMESTIC WATER CIRCULATION DETAIL SEE A1/M-701.

FOR FIRE HYDRANT CIRCULATION DETAIL SEE D3/M-702.

PROVIDE J.R. SMITH 7022 OR SIMILAR BACKWATER VALVE AND

QUAZITE 24"x36" PG VALVE BOX OR SIMILAR FOR ACCESS

UPSTREAM FROM PUMPED WASTE CONNECTION.

SHEET NOTE:

1 1

1 1

S ym

A ct io n

D es cr ip ti o n D at e

A p p vd

A

M #1

/2

B

LL

A

M #2

/1

B

LL

A

B

C

D

E

WATER

TANK

EX1

FIRE

PUMP

BAY 1

BAY 2

BAY 3

TOOLS

ELEC

MECHANICAL

VEST

JAN

REST

REST

COM

NCOIC

ANCOIC

BREAK

ROOM

OPEN

OFFICE

LOCKER

HALL

TD-1 CB-1 TD-1

TD-1 CB-1 TD-1

TD-1 CB-1 TD-1

HR-1

HR-1

HR-2

HB-2

ESS-1

FCO-1

HR-1

HR-1

HR-2

HB-2

ESS-1

FCO-1

HR-1

HR-1

HR-2

HB-2

ESS-1

FCO-1

HB-1 HB-1

HB-1

HB-1

HB-1

FS-1

2-1/2" CW

1-1/2" HW

1" HWC

1-1/2" MPA

1" HPA

SEISMIC

CONTROL JOINT

HB-1

HB-11

M-110

A4

2" CW

1-1/2" HW

1" HWC

1- 1/

H

W

1-1/4" CW

1" HW

1" HWC

C

W

C W

3/

C W

1" CW

1" HW

1-1/4" CW

1-1/4" HW

1" CW

1" HW

1-1/4 CW

1-1/4 HW

1" CW

1" HW

1-1/4" CW

1-1/4" HW

1" H

W C

1- 1/

M

P A

H

P A

1- 1/

M

P A

H

P A

1- 1/

M

P A

H

P A

4" V TO 6" VENT

THROUGH WALL

4" V TO 6" VENT

THROUGH WALL

V

V

V

4 V

4" V DN

4" V DN

4" V DN

4" V DN

3/4" FOS

1" FOR

TO ABOVE GRADE

FUEL OIL TANK, FOT-1

4" UP TO RD-1

4" UP TO RD-1

S

1/ 8"

P E

R F

O O

T S

1/

8" P

E R

F O

O T

R

D

4" UP TO RD-1

4" UP TO RD-1

S

1/ 8"

P E

R F

O O

T S

1/

8" P

E R

F O

O T

R

D

FD-1

TV-2

(TYP. 3)

FCO-1

OWS-1

FCO-1

4V

4V

4V

4" V DN

4" V DN

4" V DN

4" RD DN

TO FUEL OIL DAY

TANK DT-1

FD-1

FD-1

FD-1

FCO-1

FCO-1

FCO-1

FCO-1

FCO-1

E

JAN

REST

REST

LOCKER

HALL

TO LAV-1

TO SSK-1

1-1/2" CW TO

UR-1 AND WC-1

TO LAV-1

3/4" CW

3/4" HW

1-1/2" CW

3/4" HW

2-1/2 CW

1-1/2 HW

3/4 HWC

2 CW

1-1/2 HW

1" HWC

2" V DN

(TYP)

4" V

FD-1

(TYP. 4)

SSK-1

LAV-1

UR-1

WC-1

UR-1

WC-1

LAV-1

4" V TO 6" VENT

THROUGH WALL

E

ETP-1

PROVIDE ACCESS DOOR

FOR SHUTOFF VALVES

F S tr ee t A nc ho ra ge

, A la sk a

7.

6.

w w w

.c of fm an

.c om

A E

C C

US ARMY CORPS

OF ENGINEERS

Reference number:

U .S

A

R M

Y E

N G

IN

E

T

R

IC

T C

O R

P S

O F

E N

G

IN

E E

R S

A N

C H

O R

A G

E

A

LA

S K

A

D R

A W

N B

Y

D E

S

IG

N E

D

S U

B M

IT

T

E D

R E

V

IE

W E

D B

Y

F

IL

E

D A

T E

C

O N

T R

A C

T N

O

D W

G

A

D W

G S

C A

LE

C O

N T

R A

C T

O R

C

IT

Y

S T

A T

E

R ec om m en de d:

A pp ro ve d:

D at e:

P R

IM

E

C O

N T

R A

C T

O R

R E

S

ID

E N

T E

N G

IN

E

E R

NOT FOR CONSTRUCTION

B C D E F G H

P

LO

T S

C A

LE

x

:1 x

:2

ALASKA DISTRICT

A S

N O

T E

D

E

IE

M-110

P L A

N S

E

IE

C

O N

V E

N T

IO

N

A L

M U

N

IT

IO

N

S F

A C

IL

IT

Y

N E

K

IS

W

B

LL

/1

0/

RTA

E

IE

L S

O N

A

IR

F O

R C

E B

A S

E

A L

A S

K A

M E

C H

A N

IC

A

L

P L U

M B

IN

G

F L O

O R

P L A

N

04 8 16268

SCALE: 1/8"=1'-0"

PLAN NORTH

1/8" = 1'-0"A1

PLUMBING FLOOR PLAN

MAXIMUM MOVEMENT OF SEISMIC SEPARATION LIMITED TO 2", SEE

STRUCTURAL FOUNDATION PLAN.

SHEET NOTE:

1/4" = 1'-0"A4

ENLARGED PLUMBING PLAN

02 4 8134

SCALE: 1/4"=1'-0"

PLAN NORTH

1. UNLESS OTHERWISE NOTED, ALL PIPING TO PLUMBING

FIXTURES IS 3/4" DIAMETER.

2. PROVIDE EXPANSION LOOP ACROSS SEISMIC JOINT. ALLOW

FOR 2" DEFLECTION IN ALL DIRECTIONS. SEE DETAIL E3/M-501.

APPLIES TO ALL PIPING ROUTING THROUGH GRID D.

3. PIPING ON THIS SHEET IS ABOVE GRADE AND ROUTED IN

CEILING SPACE.

4. FOR EXTERIOR HOSE BIBB INSTALLATION DETAIL SEE D5/M-501.

5. ALL VENTS TO BE COMBINED AS MUCH AS POSSIBLE AND

ROUTED THROUGH WALL TERMINATION 18" BELOW ROOF EAVE.

6. TRANSITION PIPE SIZE AT EQUIPMENT CONNECTIONS AS

NEEDED PER THE PLUMBING FIXTURE SCHEDULE.

7. FOR EMERGENCY SHOWER AND EYEWASH INSTALLATION SEE

DETAIL A1/M-501.

8. FOR ROOF DRAINS INSTALLATION DETAIL SEE A1/M-504.

9. FOR MEDIUM PRESSURE COMPRESSED AIR INSTALLATION

DETAILS SEE C3/M-501.

10. FOR HIGH PRESSURE COMPRESSED AIR INSTALLATION DETAILS

SEE D1/M-501.

11. FOR FLOOR SINK INSTALLATION DETAILS SEE F2/M-501.

11. SEE C5/M-501 FOR TRAP PRIMER DETAIL.

12. ROUTE RD-1 PIPING AS CLOSE TO ROOF STRUCTURE AS

POSSIBLE.

13. FOR BOILER FUEL PIPING DIAGRAM SEE E1/M-502.

GENERAL NOTES:

1 1

S ym

A ct io n

D es cr ip ti o n D at e

A p p vd

A

M #2

/1

B

LL

A

B

C

D

E

WATER

TANK

EX1

FIRE

PUMP

BAY 1

BAY 2

BAY 3

TOOLS

ELEC

MECHANICAL

VEST

JAN

REST

REST

COM

NCOIC

ANCOIC

BREAK

ROOM

OPEN

OFFICE

LOCKER

HALL

UH-4

CUH-1

RZ-2

RZ-1

RZ-3

RZ-4

2-1/2" HGS/R

H G

S H

G R

HGS

HGR

1-1/4" RGS\R

RGS

AC-1

CU-1

RADIANT ZONE

BOUNDARIES, TYP.

M-301

A1

SEISMIC

CONTROL JOINT

MANIFOLD RZ-1

MANIFOLD RZ-2

MANIFOLD RZ-3MANIFOLD RZ-4

FIRE TANK

CIRC. SEE

A1/M-701

NO RADIANT

HEAT

RGR

1- 1/

H

G S

H G

R 1-

1/

1- 1/

1-

1/

3/4

1- 1/

1-

1/

3/4

HGS/R UP

TO PHC-1

HGS/R UP

TO HC-1

VAV-103

VAV-104 VAV-101

VAV-102

VAV-106

VAV-105

T

T

T

T

T

T

T

T

T

T

NO RADIANT

HEAT

RGS

EXTEND RZ-3

INTO REST 110

1" 1"

3/4

UH-5 UH-6

UH-7 UH-8

UH-9 UH-10

1"

HGS

HGR

HGS

HGR

3/41"

RGR 1"1"1-1/4

1" 1"

1" 1"

1-1/4 1-1/4

1-1/4 1-1/4

1" 1"

1- 1/

1-

1/

1- 1/

1-

1/

2- 1/

2-

1/

3/4 3/4

HGS

HGR

MOUNT CU-1 15' AFF

F S tr ee t A nc ho ra ge

, A la sk a

7.

6.

w w w

.c of fm an

.c om

A E

C C

US ARMY CORPS

OF ENGINEERS

Reference number:

U .S

A

R M

Y E

N G

IN

E

T

R

IC

T C

O R

P S

O F

E N

G

IN

E E

R S

A N

C H

O R

A G

E

A

LA

S K

A

D R

A W

N B

Y

D E

S

IG

N E

D

S U

B M

IT

T

E D

R E

V

IE

W E

D B

Y

F

IL

E

D A

T E

C

O N

T R

A C

T N

O

D W

G

A

D W

G S

C A

LE

C O

N T

R A

C T

O R

C

IT

Y

S T

A T

E

R ec om m en de d:

A pp ro ve d:

D at e:

P R

IM

E

C O

N T

R A

C T

O R

R E

S

ID

E N

T E

N G

IN

E

E R

NOT FOR CONSTRUCTION

B C D E F G H

P

LO

T S

C A

LE

x

:1 x

:2

ALASKA DISTRICT

A S

N O

T E

D

E

IE

M-120

P L A

N S

E

IE

C

O N

V E

N T

IO

N

A L

M U

N

IT

IO

N

S F

A C

IL

IT

Y

N E

K

IS

W

B

LL

/1

0/

RTA

E

IE

L S

O N

A

IR

F O

R C

E B

A S

E

A L

A S

K A

M E

C H

A N

IC

A

L

H E

A T

IN

G

F L O

O R

P L A

N

04 8 16268

SCALE: 1/8"=1'-0"

PLAN NORTH

MAXIMUM MOVEMENT OF SEISMIC SEPARATION LIMITED TO 2", SEE

STRUCTURAL FOUNDATION PLAN.

SHEET NOTE:

1. ALL PIPING TO VAV UNITS IS 3/4" DIAMETER.

2. UNLESS OTHERWISE NOTED, ALL PIPING TO UNIT HEATERS IS

1" DIAMETER.

3. UNLESS OTHERWISE NOTED, ALL PIPING TO RADIANT

MANIFOLDS AND VAV'S IS 3/4" DIAMETER.

4. PROVIDE EXPANSION LOOP ACROSS SEISMIC JOINT. ALLOW

FOR 4" DEFLECTION IN ALL DIRECTIONS. SEE DETAIL E3/M-501.

APPLIES TO ALL PIPING ROUTING THROUGH GRID D AND PIPING

TO WATER TANK.

5. PIPING ON THIS SHEET IS ABOVE GRADE AND ROUTED IN

CEILING SPACE.

6. RADIANT ZONING NOMINALLY SHOWN IN COORDINATION WITH

CONCRETE CONSTRUCTION JOINTS. CONTRACTOR TO FIELD

VERIFY ACTUAL CONDITIONS AND COORDINATE ACCORDINGLY.

7. FOR CABINET UNIT HEATER INSTALLATION DETAIL SEE

F3/M-502.

8. FOR VAV TERMINAL BOX HEATING COIL INSTALLATION DETAIL

SEE D3/M-503.

9. FOR HORIZONTAL UNIT HEATER INSTALLATION DETAIL SEE

F5/M-502.

10. FOR RADIANT FLOOR SLAB INSTALLATION DETAIL SEE A3/M-502

11. FOR RADIANT MANIFOLD INSTALLATION DETAIL SEE C3/M-502.

MANIFOLDS ARE SHOWN OUTSIDE OF WALLS FOR CLARITY.

MANIFOLDS ARE TO BE RECESSED IN WALLS.

GENERAL NOTES:

1/8" = 1'-0"A1

HEATING FLOOR PLAN

S ym

A ct io n

D es cr ip ti o n D at e

A p p vd

A

M #2

/1

B

LL

1 1

M

M

M

MM

D

E

FIRE

PUMP

ELEC

MECHANICAL

WH-2

WH-1

AS-1

AS-2

ET-1

ET-2

ET-3

UH-2

DT-1

UH-1

ACP-2

ACP-1

WM-1

BFP-1

ETP-1

HX-1

HX-2 HX-3

A4

M-401

AHU-1

P-3A

P-3B

P-3C

P-1A P-1B

P-2A P-2B

DHWCP-1

P-4AP-4B

P-5AP-5B

SF-2

UH-3

H-3

H-2

LVR-3

LVR-4

SF-1

B-1

B-2

B-3

36x30 48x30

O/A

E/A

S/A

R/A

DDC

EQUIPMENT

CLEARANCE

(TYP.)

COLD TRAP.

TERMINATE DUCT

12" FROM TOP OF

STRUCTURE.

COLD TRAP.

TERMINATE DUCT

12" FROM TOP OF

STRUCTURE.

LVR-5

H-4

GMT-1

HOUSEKEEPING

PAD (TYP.)

T

S

T

24ø

24ø

30x26

O/A

HC-2PHC-2

HX-4

P-6AP-6B

5 5

AS-4

2-1/2" HGS

2-1/2" HGR

1-1/4" RGS

1-1/4" RGR

3" FIRE TANK CIRC. SUPPLY

3" FIRE TANK CIRC. RETURN

2" FIRE HYDRANT CIRC. SUPPLY

2" FIRE HYDRANT CIRC. RETURN

4" HGS

4" HGR 3"ø 2 1/2"ø

4"ø 3"ø 2 1/2"ø

2-1/2" CW

S

F S tr ee t A nc ho ra ge

, A la sk a

7.

6.

w w w

.c of fm an

.c om

A E

C C

US ARMY CORPS

OF ENGINEERS

Reference number:

U .S

A

R M

Y E

N G

IN

E

T

R

IC

T C

O R

P S

O F

E N

G

IN

E E

R S

A N

C H

O R

A G

E

A

LA

S K

A

D R

A W

N B

Y

D E

S

IG

N E

D

S U

B M

IT

T

E D

R E

V

IE

W E

D B

Y

F

IL

E

D A

T E

C

O N

T R

A C

T N

O

D W

G

A

D W

G S

C A

LE

C O

N T

R A

C T

O R

C

IT

Y

S T

A T

E

R ec om m en de d:

A pp ro ve d:

D at e:

P R

IM

E

C O

N T

R A

C T

O R

R E

S

ID

E N

T E

N G

IN

E

E R

NOT FOR CONSTRUCTION

B C D E F G H

P

LO

T S

C A

LE

x

:1 x

:2

ALASKA DISTRICT

A S

N O

T E

D

E

IE

M-301

E N

L A

R G

E D

P L A

N S

E

IE

C

O N

V E

N T

IO

N

A L

M U

N

IT

IO

N

S F

A C

IL

IT

Y

N E

K

IS

W

B

LL

/1

0/

RTA

E

IE

L S

O N

A

IR

F O

R C

E B

A S

E

A L

A S

K A

M E

C H

A N

IC

A

L

E N

L A

R G

E D

M E

C H

A N

IC

A

L P

L A

N S

1/2" = 1'-0"A1

ENLARGED MECHANICAL FLOOR PLAN

01 2 42

SCALE: 1/2"=1'-0"

PLAN NORTH

1. FOR BOILER PIPING DIAGRAM SEE A4/M-701.

2. SEE A3/M-501 FOR LOCATION OF WM-1.

3. PROVIDE SEISMIC ANCHORING OF ALL EQUIPMENT.

4. SEE A1/M-701, E1/M-701, A3/M-702 FOR HEAT EXCHANGER

PIPING DIAGRAM.

5. PROVIDE HOUSEKEEPING PADS…