Drawings_RFP_NO._W912PL-16-R-0064.pdf

PDF 30 MB Posted Jul 28, 2016

Attached to: Renovate Barracks 267, Fort Irwin, CA Federal contract opportunity
Solicitation number: W912PL-16-R-0064
Issued by: Department of the Army Corps of Engineers Engineering District Los Angeles

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W912PL-16-R-0064_Amendment01.pdf	PDF	Aug 5, 2016
Specifications_RFP_NO._W912PL-16-R-0064.pdf	PDF	Jul 28, 2016

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SHEET

IDENTIFICATION

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US Army Corps of Engineers Sacramento District

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DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited.

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G-001

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BARRACKS BUILDING 267 FY16

448113 44

13CORRECTED FINAL

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T R

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NFORT IRWIN, CALIFORNIA

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SACRAMENTO

FY-16

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INDEX OF DRAWINGS

SHEET NUMBER SHEET TITLE

ELD-103 THIRD FLOOR LIGHTING DEMOLITION PLAN

ELECTRICAL SITE

ES-100 SITE PLAN

ELECTRICAL

EL-101 101 FIRST FLOOR LIGHTING PLAN

EL-102 SECOND FLOOR LIGHTING PLAN

EL-103 THIRD FLOOR LIGHTING PLAN

EL-601 LIGHTING FIXTURE LEGEND/SCHEDULE

ELECTRICAL

EP-101 FIRST FLOOR POWER PLAN

EP-102 SECOND FLOOR POWER PLAN

EP-103 THIRD FLOOR POWER PLAN

ELECTRICAL

E-601 SINGLE LINE DIAGRAM AND GROUNDING PLAN

E-602 PANEL SCHEDULES SHEET 1 OF 2

E-603 PANEL SCHEDULES SHEET 2 OF 2

ELECTRICAL

T-101 FIRST FLOOR TELECOMMUNICATIONS PLAN

T-102 SECOND FLOOR TELECOMMUNICATIONS PLAN

T-103 THIRD FLOOR TELECOMMUNICATIONS PLAN

INDEX OF DRAWINGS

SHEET NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

G-101 VICINITY AND LOCATION

CIVIL

C-101 FIRE WATER SUPPLY PLAN

C-501 CIVIL DETAILS

STRUCTURAL

S-001 STRUCTURAL NOTES FOR MECHANICAL EQUIPMENT AND PIPING

ARCHITECTURAL DEMOLITION

AD001 DEMOLITION LEGEND

AD101 OVERALL FIRST FLOOR DEMOLITION PLAN

AD102 OVERALL SECOND FLOOR DEMOLITION PLAN

AD103 OVERALL THIRD FLOOR DEMOLITION PLAN

AD401 ENLARGED DEMOLITION PLAN

ARCHITECTURAL

A-001 ARCHITECTURAL ABBREVIATIONS AND LEGEND

A-002 LIFE SAFETY ANALYSIS

A-010 FIRST FLOOR - LIFE SAFETY PLAN

A-020 SECOND FLOOR - LIFE SAFETY PLAN

A-030 THIRD FLOOR - LIFE SAFETY PLAN

A-040 WALL TYPES

A-101 OVERALL FIRST FLOOR PLAN

A-102 OVERALL SECOND FLOOR PLAN

A-103 OVERALL THIRD FLOOR PLAN

A-104 ROOF PLAN

A-121 FIRST FLOOR REFLECTED CEILING PLAN

A-121A FIRST FLOOR REFLECTED CEILING PLAN COMMON AREA AND BLOCK A

A-121B FIRST FLOOR REFLECTED CEILING PLAN BLOCKS B & C

A-122 SECOND FLOOR REFLECTED CEILING PLAN

A-122A SECOND AND THIRD AND THIRD FLOOR REFLECTED CEILING PLAN A

A-122B SECOND AND THIRD FLOOR REFLECTED CEILING PLAN B & C

A-131 THIRD FLOOR REFLECTED CEILING PLAN

A-201 NORTH AND SOUTH ELEVATIONS

A-202 EAST AND WEST ELEVATIONS

A-300 BUILDING SECTIONS

A-401 FIRST FLOOR DIMENSION PLAN

A-402 ENLARGED PLANS

A-403 FIRST FLOOR PLAN COMMON AREA AND BLOCK A

A-410 INTERIOR ELEVATIONS

A-501 ROOF AND SKYLIGHT DETAILS

A-510 CEILING DETAIL

A-520 DOOR DETAILS

A-521 WINDOW DETAILS

A-540 SIGN DETAILS

A-541 SIGN DETAILS CONTINUED

A-550 WALL DETAILS

A-580 MISCELLANEOUS DETAILS

A-601 EXTERIOR FINISH SCHEDULE

A-610 FIRST FLOOR INTERIOR FINISH SCHEDULE

A-611 SECOND FLOOR INTERIOR FINISH SCHEDULE

A-612 THIRD FLOOR INTERIOR FINISH SCHEDULE

A-620 DOOR SCHEDULE

A-623 WINDOW & LOUVER SCHEDULES

A-630 SIGN SCHEDULE

INTERIOR

I-101 ENLARGED FURNITURE PLAN

MECHANICAL

M-101 OVERALL 1ST FLOOR HVAC PLAN

M-120 OVERALL 2ND FLOOR HVAC PLAN

M-130 OVERALL 3RD FLOOR HVAC PLAN

M-140 OVERALL HVAC ROOF PLAN

M-401 ENLARGED PARTIAL LAUNDRY ROOM PLAN

M-402 ENLARGED PARTIAL BEDROOM PLANS

M-601 HVAC SCHEDULES

PLUMBING

P-001 PLUMBING LEGEND AND ABBREVIATIONS

P-101 OVERALL 1ST FLOOR PLUMBING PLAN

P-120 OVERALL 2ND FLOOR PLUMBING PLAN

P-130 OVERALL 3RD FLOOR PLUMBING PLAN

P-601 PLUMBING SCHEDULE

FIRE ALARM AND MASS NOTIFICATION

FA-101 FIRE ALARM AND MASS NOTIFICATION SYSTEM PLAN SHEET 1 OF 15

FA-102 FIRE ALARM AND MASS NOTIFICATION SYSTEM PLAN SHEET 2 OF 15

FA-103 FIRE ALARM AND MASS NOTIFICATION SYSTEM PLAN SHEET 3 OF 15

FA-104 FIRE ALARM AND MASS NOTIFICATION SYSTEM PLAN SHEET 4 OF 15

FA-105 FIRE ALARM AND MASS NOTIFICATION SYSTEM PLAN SHEET 5 OF 15

FA-106 FIRE ALARM AND MASS NOTIFICATION SYSTEM PLAN SHEET 6 OF 15

FA-107 FIRE ALARM AND MASS NOTIFICATION SYSTEM PLAN SHEET 7 OF 15

FA-108 FIRE ALARM AND MASS NOTIFICATION SYSTEM PLAN SHEET 8 OF 15

FA-109 FIRE ALARM AND MASS NOTIFICATION SYSTEM PLAN SHEET 9 OF 15

FA-110 FIRE ALARM AND MASS NOTIFICATION SYSTEM PLAN SHEET 10 OF 15

FA-111 FIRE ALARM AND MASS NOTIFICATION SYSTEM PLAN SHEET 11 OF 15

FA-112 FIRE ALARM AND MASS NOTIFICATION SYSTEM PLAN SHEET 12 OF 15

FA-113 FIRE ALARM AND MASS NOTIFICATION SYSTEM PLAN SHEET 13 OF 15

FA-114 FIRE ALARM AND MASS NOTIFICATION SYSTEM PLAN SHEET 14 OF 15

FA-115 FIRE ALARM AND MASS NOTIFICATION SYSTEM PLAN SHEET 15 OF 15

FIRE PROTECTION

FP-101 FIRE PROTECTION PLAN - 1ST FLOOR

FP-102 FIRE PROTECTION PLAN - 2ND FLOOR

FP-103 FIRE PROTECTION PLAN - 3RD FLOOR

FP-104 UTILITY PLAN

ELECTRICAL

E-001 LEGEND, GENERAL NOTES AND CALCULATIONS

E-002 TYPICAL MOUNTING HEIGHTS

ELECTRICAL DEMOLITION

ELD-101 FIRST FLOOR LIGHTING DEMOLITION PLAN

ELD-102 SECOND FLOOR LIGHTING DEMOLITION PLAN

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BLDG 267

NOTES:

1. ALL VISITORS SHALL ACCESS INSTALLATION THROUGH MAIN GATE. HAUL ROUTE SHALL BE AS INDICATED.

2. UPON ARRIVAL AT INSTALLATION ACCESS CONTROL POINT, ALL VEHICLE OCCUPANTS WILL BE REQUIRED TO SHOW

IDENTIFICATION BEFORE GAINING ACCESS TO THE INSTALLATION. AN APPROVED PICTURE IDENTIFICATION SUCH AS A DRIVER'S LICENSE AND A BACKGROUND CHECK WILL BE REQUIRED TO OBTAIN TEMPORARY INSTALLATION ACCESS BADGES TO BE

REVIEWED DURING PRE-CONSTRUCTION MEETING AFTER AWARD.

3. ALL TRUCKS MUST HAVE COMPANY NAME LOGOS ON THE DOOR SIDES.

4. NO PRIVATELY OWNED VEHICLES (POV) ALLOWED WITHIN THE CONSTRUCTION SITE.

5. THE CONTRACTOR SHALL VERIFY THE WORKING HOURS WITH THE RESIDENT ENGINEER FOR APPROVAL WITH THE GARRISON

6. PERSONNEL CANNOT SHOW UP AT THE GATE WITHOUT PRIOR NOTIFICATION FOR ACCESS AND EXPECT TO GAIN ACCESS.

VERBAL ACCESS CANNOT BE PROVIDED.

STATE MAP

SCALE: NONE

LOCATION MAP - FORT IRWIN

SCALE: NONE

PROJECT SITE MAP

SCALE: NONE

NORTH

CORPS OF ENGINEERS

RESIDENT OFFICE

BUILDING 561. LOCATED AT

3RD ST AND G AVE.

ALTERNATE

ROAD TO MAIN

GATE

HAUL ROUTE

ALTERNATE HAUL ROUTE

TO MAIN GATE

MOJAVE DESERT

5TH STREET

BAR

OAD

B A

VEN

CONTRACTOR STAGING AREA

COORDINATE WITH CONTRACTING

OFFICER.

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NOTES:

BUILDING 267

EX HYDRANT

TO REMAIN

EX 8" WATER LINE

EX VALVES

INSTALL NEW 6" Ø POST

INDICATOR AND GATE VALVE.

SEE C-501 DETAIL C

CONNECT NEW 6" Ø FIRE WATER

LINE TO EXISTING 8" Ø WATER LINE.

SEE C-501 DETAIL D

INSTALL NEW 6" Ø BACKFLOW

PREVENTER WITH FIRE

DEPARTMENT CONNECTION.

SEE C-501 DETAIL A

NEW 6" Ø DUCTILE IRON PIPE.

SEE SHEETS FP-101 & FA-102 FOR

BUILDING ENTRANCE AND STANDPIPE LOCATION

EX DOMESTIC

WATER LINES

EX 8" WATER LINE

EX VALVES

DRAWING BASED ON AS-BUILTS DATED 27 JULY 89. FIELD CONDITIONS MAY

VARY.

CONTRACTOR SHALL VERIFY THE LOCATION OF THE EXISTING WATER LINE.

CONTRACTOR SHALL VERIFY THE LOCATION OF ALL OTHER EXISTING

UTILITIES IN THE AREA OF THE NEW FIRE WATER SUPPLY LINE BEFORE

EXCAVATION.

ALL NEW FIRE WATER SUPPLY LINES AND ACCESSORIES SHALL BE 6 INCH

DIAMETER TO INCLUDE ALL VALVES, PIPE, AND BACKFLOW PREVENTER.

SEE SPECS SECTION 33 11 00 FOR ADDITIONAL INFORMATION.

INSULATING JOINT REQUIRED AT CONNECTION OF NEW 6" WATER LINE TO

EXISTING 8" WATER LINE.

EXISTING

LANDSCAPED

AREA

EXISTING

PARKING

EX 8" WATER LINE

NOTE 6

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 60'

AutoCAD SHX Text 80'

AutoCAD SHX Text 100'

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

GRAPHIC SCALE

BACKFLOW PREVENTER w/

FIRE DEPARTMENT CONNECTION

FLOW

NOTES

1) STEEL PIPE, SIZE AND LENGTH AS REQUIRED. 4-INCH AND LARGER, USE FLANGED FITTINGS. 3-INCH

AND SMALLER, USE THREADED FITTINGS.

2) 4-INCH AND LARGER, USE FLANGED COUPLING ADAPTER W/ RESTRAINT. 3-INCH AND SMALLER, USE

UNION JOINT.

3) FOR FIRE WATER LINE, LOCK GATE VALVE OPEN W/ CHAIN AND PADLOCK.

4) PROVIDE GUARDPOSTS AROUND PORTLAND CEMENT CONCRETE PAD.

5) FDC SHALL BE INSTALLED AND LABELED IN ACCORDANCE WITH THE LOCAL FIRE DEPARTMENT

REQUIREMENTS/SPECIFICATIONS. FDC SHALL BE INSTALLED APPROX. 30" TO 36" ABOVE FINISHED

GRADE AND SHALL BE ARRANGED TO FACE A PAVED ROADWAY/PARKING.

I N

C L E

A R

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C E

12"

18" MIN.

TYPICAL BACKFLOW PREVENTER

SCALE: NONE

CHECK VALVE

FDC

(SEE

NOTE 5)

FLOW

DOUBLE CHECK BACKFLOW PREVENTER

SEE NOTE #1

SEE NOTE #3

OS&YGATE VALVE (TYP.)

4 IN.

CONCRETE

PAD

FINISHED

GRADE

ADAPTER

(TYP.)

CONCRETE

THRUST BLOCK

(TYP.)

PLUG

PIPE SUPPORT

(TYP.)

2 - #5 REBAR

RESTRAINTS

(TYP)

SEE NOTE #2

4 IN. AGGREGATE BASE COURSE

CROSS

DEAD ENDELBOW

TEE

2.48

4.31

104.3012 IN.

8 IN.

3.23

5.71

12.70 17.98

4.52

7.96

1.29

4.95

2.15

ELBOWS

3.23

5.70

12.70

CROSS

DEAD ENDELBOW

TEE

45°

ELBOWS

* BEARING AREA EACH DIRECTION

OF THRUST IN SQUARE FEET

6 IN.

PIPE SIZE

TEES

AND CROSSES ELBOWS

90° 22 1/2°

ELBOWS

DEAD

ENDS

* BASED ON 150 psi WATER PRESSURE & 14 psi ALLOWABLE

SOIL BEARING PRESSURE

TYPICAL THRUST BLOCK INSTALLATION

SCALE: NONE

ALL BEARING SURFACES

SHALL BE AGAINST

UNDISTURBED GROUND,

(TYP.)

CONCRETE BLOCK, (TYP.)

CONCRETE SHALL BE KEPT

CLEAR OF PIPE JOINTS,

(TYP.)

SIDE EXCAVATIONS (TYP.)

CAP

PLAN

ELEVATION

PLAN

ELEVATION

12"

TAPPING SLEEVE AND VALVE INSTALLATION DETAIL

SCALE: NONE

NEW TAPPING SLEEVE

LIMIT OF EXCAVATION

NEW PIPE

CONCRETE BLOCK

NEW PIPE

LIMIT OF EXCAVATION AS

REQUIRED FOR TAPPING

MACHINE

EXISTING PIPE

29 7/8"

GATE VALVE WITH POST INDICATOR VALVE

GUARD POST LOCATION

GATE VALVE WITH POST INDICATOR VALVE

GUARD POST LOCATION

29 7/8"

I N

GATE VALVE WITH POST INDICATOR VALVE AND

GUARD POST LOCATIONS

SCALE: NONE

GUARD POST (TYP.)

GATE VALVE WITH

INDICATOR POST

WATER MAIN

3/4 IN. RIDGID STEEL CONDUIT,

SEE ELECTRICAL SHEETS, FIRE

ALARM RISER DIAGRAM SHEET

AND FIRE ALARM AND

COMMUNICATION PLAN.

OPERATING WRENCH, PADLOCK

AND LOCKING STAPLE

GATE VALVE

GRADE

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RIGID PIPE

FLEXIBLE PIPE

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WARNING TAPE

PIPE

TRENCH BEDDING

SCALE: NONE

C-501

US Army Corps of Engineers ®

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OPEN

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New Piping for the sprinkler system designed by the Contractor:

The barracks building has CMU walls and precast floor slabs with a 3/4" floor compound covering. Contractor to design the support for the piping system and submit copies of the design calculations with the drawings and Calculations that shall be approved, certified, stamped and signed by a registered Professional Engineer in the state of California. Calculations shall verify the capability of structural members to which bracing are attached for carrying the load from the brace. Design the bracing in accordance with UFC 3-310-04 and additional data furnished by the Contracting Officer. Resistance to lateral forces induced by earthquakes shall be accomplished without consideration of friction resulting from gravity loads. UFC 3-310-04 uses parameters for the building, not for the equipment in the building;

therefore, corresponding adjustments to the formulas shall be required. Loadings determined using UFC 3-310-04 are based on strength design; therefore, AISC 325 Specifications shall be used for the design.

Submit calculations for special bracing to resist the effects of seismic or other forces in accordance with UFC 3-310-04, ICC IBC and ICC-ES AC300 .

Submit design calculations which demonstrate that the proposed floor system meets requirements for the added seismic loading from the new piping. Certified copies of test reports may be submitted in lieu of calculations.

SEISMIC ANCHORAGE FOR EQUIPMENT:

Anchor equipment in accordance with applicable seismic criteria for the area and as defined in SMACNA 198

K D

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EXISTING WALL TO BE REMOVED

EXISTING DOOR TO REMAIN

EXISTING DOOR TO BE REMOVED

EXISTING WALL TO REMAIN

EXISTING WINDOW TO BE REMOVED

EXISTING WINDOW TO REMAIN

DEMOLITION KEYNOTE

SHEET

IDENTIFICATION

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1/4" = 1'-0"

DEMOLITION LEGEND

SCALE:

0 4' 8'

1/4" = 1' - 0"

4' 8'

GRAPHIC SCALE

GENERAL DEMOLITION NOTES

1. CONTRACTOR TO REMOVE AND DISPOSE OF ALL DEMOLITION MATERIALS/DEBRIS .

MATERIAL TO BE REMOVED FROM FORT IRWIN.

2. THE GOVERNMENT WILL REMOVE ANY ITEMS TO BE SALVAGED. CONTRACTOR

TO REMOVE AND DISPOSE OF ANY REMAINING FURNISHINGS. UNO

3. SEE ELECTRICAL, MECHANICAL, AND PLUMBING DRAWINGS FOR OTHER WORK

ASSOCIATED WITH THOSE DISCIPLINES.

4. REMOVE ALL DOWNSPOUTS, GUTTERS, WINDOWS, AWNINGS, DOORS, MILLWORK,

SIGNAGE, PLUMBING FIXTURES, DRYWALL PARTITIONS, ETC... UNO

5. REMOVE ALL EXISTING GYPSUM AND ACOUSTICAL CEILINGS.

6. ALL EXISTING MASONRY WALLS TO REMAIN. TYP. UNO

7. REMOVE ALL EXISTING FIRE EXTINGUISHER CABINETS AND REPLACE WITH NEW.

8. ALL EXISTING FIRE ALARM AND MASS NOTIFICATION DEVICES ARE TO REMAIN IN PLACE.

PROTECT FROM DAMAGE. DO NOT REMOVE.

9. REMOVE ALL EXISTING CEILING FANS. COORDINATE WITH ELECTRICAL DRAWINGS FOR

LOCATION OF NEW FANS AND LIGHTS.

10. TRIM SPRAY FOAM (OVERSPRAY) AT INTERSECTION OF WALL AND CEILING BEFORE

PAINTING.

11. REMOVE ALL EXISTING EXIT SIGNS AND REPLACE WITH NEW. COORDINATE

LOCATION OF NEW SIGNS TO BE FREE FROM OBSTRUCTIONS.

12. REMOVE ALL EXISTING INTERIOR STAIR NOSING AND REPLACE WITH ONE PIECE TREAD

NOSING.

13. REMOVE EXTERIOR HANDRAILS AND GUARDRAILS. REPLACE WITH NEW ALUMINUM RAILS IN

SAME CONFIGURATION. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

14 REMOVE ALL SIGNAGE (INTERIOR AND EXTERIOR) TURN OVER TO CONTRACTING OFFICER

FOR POTENTIAL FUTURE USE.

K D

N D

BEDROOM

ENTRY

BATHROOM

ALCOVE

CORRIDOR

COORIDOR

STAIRS B

COORIDOR

BEDROOM

BATHROOM

ENTRY

ENTRY 159

ENTRY

VENDING

TOILET

MECHANICAL

ELEC / TEL

TV ROOM

LOUNGE

LAUNDRY

DAYROOM

STAIRS A

JANITOR

AD401

1 1

51' - 4" 56' - 0 3/8" 50' - 7 5/8"

5/ 8"

46' - 8"

4' - 8"

19' - 2 3/4"

4' - 7 1/2"

TYP

SHADE AREA

MECH

8 8

4 16

BLOCK

COMMON

AREA

BLOCK

SHEET

IDENTIFICATION

1 2 3 4

D ra w n

D es ig ne d by

S ub m itt ed b y:

Si ze

Fi le

N am e:

D at e :

P ro je ct

N o:

U S

Y C

O R

R ev ie w ed b y:

US Army Corps of Engineers ®

" x

Fi le

N o:

Pl ot

S c a le

Pl ot

D a t e:

R ev

S pe c N o:

S ub m itt al

S ta tu s:

C hi ef

Ph oe ni x

Ve r ti ca l D es ig n S e ct io n

-0

A s in di ca te d 7/

B A

C K

S B

6 7 F

SACRAMENTO

H U

N M

N H

/s / C ra ig

G os lin g

AD101

O R

D E M

T I O

A N

-H

O U

, C A

. B ag le y

O R

G C

C O

R R

D F

1/8" = 1'-0"AD101

1 FIRST FLOOR DEMO PLAN

SCALE:

0 8' 16'

1/8" = 1' - 0"

8' 16'

NORTH

NOTES:

1. SEE SHEETS AD401 FOR ENLARGED SLEEPING ROOM DEMOLITION PLAN TYPICAL.

2. TURN IN ALL REMOVED LOCK CYLINDERS TO GOVERNMENT.

3. REMOVE ALL TOILET, SINK AND SHOWER ACCESSORIES, DISPENSERS, HOLDERS, ETC. GRAB BARS IN ROOM 160 TO REMAIN IN PLACE.

4. REMOVE ALL DOORS AND FRAMES. REMOVE DRYWALL AND STUDS AS NECESSARY FOR DEMOLITION AND REPLACEMENT.

5. SEE MEP DRAWINGS FOR ADDITIONAL WORK RELATED TO THOSE DISCIPLINES.

6. REMOVAL OF HVAC AND ELECTRICAL DEVICES MAY REQUIRE ADDITIONAL DEMOLITION. PATCH ALL AREAS DISTURBED.

7. REMOVE VINYL WALL BASE

8. REMOVE STUCCO ABOVE ENTRY DOORS

9. CONTRACTOR SHALL REMOVE ALL HVAC GRILLS, CLEAN AND STORE SECURELY.

PROJECT KEYNOTES

Key Value Keynote Text

1 FLOOR - REMOVE VCT. PATCH, REPAIR FOR NEW CONSTRUCTION

2 DOORS - EXISTING DOORS TO BE REMOVED INCLUDES DOOR, HARDWARE, FRAME AND ACCESSORIES. PATCH

AND REPAIR WALL AND FLOOR FOR NEW CONSTRUCTION.

3 JANITORS SINK - REMOVE EXISTING MOP SINK, MOP HOLDER AND SHELVES

4 SINK AND ACCESSORIES - REMOVE SINK, FAUCET, VANITY AND MIRROR. PATCH AND REPAIR WALL FOR NEW

CONSTRUCTION.

5 TOILET - REMOVE EXISTING TOILET.

6 LOUVER - REMOVE EXISTING LOUVERS

7 REMOVE COUNTER

8 CABINETRY - EXISTING WARDROBES TO REMAIN. PROTECT FROM DAMAGE.

9 SKYLIGHT - REMOVE. PATCH AND REPAIR EXISTING OPENING FOR NEW WORK.

10 STAIR - REMOVE EXISTING STAIR NOSING. PATCH AND REPAIR FOR NEW CONSTRUCTION

11 STUCCO - REMOVE EXISTING STUCCO, Z FURRING AND 5/8" FOAM INSULATION. PATCH AND REPAIR FOR NEW

CONSTRUCTION.

12 SUN CONTROL LOUVER - REMOVE EXTERIOR SUN CONTROL LOUVERS

13 REMOVE HANDRAILS AND GUARDRAILS

14 WINDOW - REMOVE EXISTING WINDOW, HARDWARE, COVERINGS.

15 WINDOW - REMOVE EXISTING WINDOW, COVERINGS.

16 CEILING - REMOVE EXISTING ACOUSTICAL CEILINGS TILE AND SUPPORT FRAMING, LIGHT FIXTURES.

17 FLOOR - REMOVE TILE AND SETTING BED. PATCH, REPAIR FOR NEW CONSTRUCTION

18 NEW SINK & FAUCET. SEE PLUMBING DRAWINGS

19 DEMOLISH CEILING AS NECESSARY FOR REMOVAL OF FAN COIL UNIT.

K D

N D

UPUP

BEDROOM

ENTRY

BATHROOM

ALCOVE

COORIDOR

STAIR B

BEDROOM

ENTRY

BATHROOM

STAIR A

BEDROOM

BATHROOM

ENTRY

BATHROOM

ENTRY

AD401

50' - 7 3/8" 51' - 5 1/8" 4' - 7 1/2" 51' - 4 3/4"

TYP

Room

BATHROOM266

CORRIDOR

BLOCK

COMMON

AREA

BLOCK

SHEET

IDENTIFICATION

1 2 3 4

D ra w n

D es ig ne d by

S ub m itt ed b y:

Si ze

Fi le

N am e:

D at e :

P ro je ct

N o:

U S

Y C

O R

R ev ie w ed b y:

US Army Corps of Engineers ®

" x

Fi le

N o:

Pl ot

S c a le

Pl ot

D a t e:

R ev

S pe c N o:

S ub m itt al

S ta tu s:

C hi ef

Ph oe ni x

Ve r ti ca l D es ig n S e ct io n

-0

A s in di ca te d 7/

B A

C K

S B

6 7 F

SACRAMENTO

H U

N M

N H

/s / C ra ig

G os lin g

AD102

L S E

C O

N D F

R D

L I

O N

-H

O U

, C A

. B ag le y

O R

G C

C O

R R

D F

1/8" = 1'-0"AD102

1 SECOND FLOOR DEMO PLAN

SCALE:

0 8' 16'

1/8" = 1' - 0"

8' 16'

NORTH

NOTES:

1. SEE SHEETS AD401 FOR ENLARGED SLEEPING ROOM DEMOLITION PLAN TYPICAL.

2. TURN IN ALL REMOVED LOCK CYLINDERS TO GOVERNMENT.

3. REMOVE ALL TOILET, SINK AND SHOWER ACCESSORIES, DISPENSERS, HOLDERS, ETC.

4. REMOVE ALL DOORS AND FRAMES. REMOVE DRYWALL AND STUDS AS NECESSARY FOR DEMOLITION AND REPLACEMENT.

5. SEE MEP DRAWINGS FOR ADDITIONAL WORK RELATED TO THOSE DISCIPLINES.

6. REMOVAL OF HVAC AND ELECTRICAL DEVICES MAY REQUIRE ADDITIONAL DEMOLITION. PATCH ALL AREAS DISTURBED.

7. REMOVE VINYL WALL BASE.

8. REMOVE STUCCO ABOVE ENTRY DOORS

PROJECT KEYNOTES

Key Value Keynote Text

1 FLOOR - REMOVE VCT. PATCH, REPAIR FOR NEW CONSTRUCTION

2 DOORS - EXISTING DOORS TO BE REMOVED INCLUDES DOOR, HARDWARE, FRAME AND ACCESSORIES. PATCH

AND REPAIR WALL AND FLOOR FOR NEW CONSTRUCTION.

3 WINDOW - REMOVE EXISTING WINDOW, HARDWARE, COVERINGS.

4 WINDOW - REMOVE EXISTING WINDOW, COVERINGS.

5 SUN CONTROL LOUVER - REMOVE EXTERIOR SUN CONTROL LOUVERS

6 STUCCO - REMOVE EXISTING STUCCO, Z FURRING AND 5/8" FOAM INSULATION. PATCH AND REPAIR FOR NEW

CONSTRUCTION.

7 STAIR - REMOVE EXISTING STAIR NOSING. PATCH AND REPAIR FOR NEW CONSTRUCTION

8 REMOVE HANDRAILS AND GUARDRAILS

K D

N D

BEDROOM

ENTRY

BATHROOM

ALCOVE

COORIDOR

STAIR B

BEDROOM

BATHROOM 355

BATHROOM

ENTRY

COORIDOR

STAIR A

AD401

50' - 7 3/8" 51' - 5 1/8" 4' - 7 1/2" 51' - 4 3/4"

TYP

ALL THIRD FLOOR BEDROOMS.

REMOVE CEILING SYSTEM IN ITS

ENTIRETY

BLOCK

COMMON

AREA

BLOCK

SHEET

IDENTIFICATION

1 2 3 4

D ra w n

D es ig ne d by

S ub m itt ed b y:

Si ze

Fi le

N am e:

D at e :

P ro je ct

N o:

U S

Y C

O R

R ev ie w ed b y:

US Army Corps of Engineers ®

" x

Fi le

N o:

Pl ot

S c a le

Pl ot

D a t e:

R ev

S pe c N o:

S ub m itt al

S ta tu s:

C hi ef

Ph oe ni x

Ve r ti ca l D es ig n S e ct io n

-0

A s in di ca te d 7/

B A

C K

S B

6 7 F

SACRAMENTO

H U

N M

N H

/s / C ra ig

G os lin g

AD103

O R

D E M

T I O

A N

-H

O U

, C A

. B ag le y

O R

G C

C O

R R

D F

1/8" = 1'-0"AD103

1 THIRD FLOOR DEMO PLAN

SCALE:

0 8' 16'

1/8" = 1' - 0"

8' 16'

NORTH

NOTES:

1. SEE SHEETS AD401 FOR ENLARGED SLEEPING ROOM DEMOLITION PLAN TYPICAL.

2. TURN IN ALL REMOVED LOCK CYLINDERS TO GOVERNMENT.

3. REMOVE ALL TOILET, SINK AND SHOWER ACCESSORIES, DISPENSERS, HOLDERS, ETC.

4. REMOVE ALL DOORS AND FRAMES. REMOVE DRYWALL AND STUDS AS NECESSARY FOR DEMOLITION AND

REPLACEMENT.

5. SEE MEP DRAWINGS FOR ADDITIONAL WORK RELATED TO THOSE DISCIPLINES.

6. REMOVAL OF HVAC AND ELECTRICAL DEVICES MAY REQUIRE ADDITIONAL DEMOLITION. PATCH ALL AREAS

DISTURBED.

7. REMOVE VINYL WALL BASE.

8. REMOVE STUCCO ABOVE ENTRY DOORS

PROJECT KEYNOTES

Key Value Keynote Text

1 FLOOR - REMOVE VCT. PATCH, REPAIR FOR NEW CONSTRUCTION

2 DOORS - EXISTING DOORS TO BE REMOVED INCLUDES DOOR, HARDWARE, FRAME AND ACCESSORIES. PATCH

AND REPAIR WALL AND FLOOR FOR NEW CONSTRUCTION.

3 SKYLIGHT - REMOVE. PATCH AND REPAIR EXISTING OPENING FOR NEW WORK.

4 STAIR - REMOVE EXISTING STAIR NOSING. PATCH AND REPAIR FOR NEW CONSTRUCTION

5 WINDOW - REMOVE EXISTING WINDOW, HARDWARE, COVERINGS.

6 WINDOW - REMOVE EXISTING WINDOW, COVERINGS.

7 SUN CONTROL LOUVER - REMOVE EXTERIOR SUN CONTROL LOUVERS

8 REMOVE HANDRAILS AND GUARDRAILS

K D

N D

5 56

7 7

7' - 2 3/4"

8' - 7 3/4" 1' - 2" 5' - 1 3/4" 1' - 2" 8' - 7"

12' - 0" 11' - 11 7/8"

15 15

18181818

BEDROOM BEDROOM

ENTRY ENTRY

BATHROOM

SHEET

IDENTIFICATION

1 2 3 4

D ra w n

D es ig ne d by

S ub m itt ed b y:

Si ze

Fi le

N am e:

D at e :

P ro je ct

N o:

U S

Y C

O R

R ev ie w ed b y:

US Army Corps of Engineers ®

" x

Fi le

N o:

Pl ot

S c a le

Pl ot

D a t e:

R ev

S pe c N o:

S ub m itt al

S ta tu s:

C hi ef

Ph oe ni x

Ve r ti ca l D es ig n S e ct io n

'-0

B A

C K

S B

6 7 F

SACRAMENTO

H U

N M

N H

/s / C ra ig

G os lin g

-0

AD401

E N

R G

O N

-H

O U

, C A

. B ag le y

O R

G C

C O

R R

D F

1/2" = 1'-0"AD401

1 ENLARGED DEMOLITION AND DIMENSION PLAN - TYPICAL

PROJECT KEYNOTES

Key Value Keynote Text

1 FLOOR - REMOVE VCT. PATCH, REPAIR FOR NEW CONSTRUCTION

2 CABINETRY - EXISTING WARDROBES TO REMAIN. PROTECT FROM DAMAGE.

3 SINK AND ACCESSORIES - REMOVE SINK, FAUCET, VANITY AND MIRROR. PATCH AND REPAIR WALL FOR NEW

CONSTRUCTION.

4 TUB - REMOVE EXISTING TUB AND SURROUND. PATCH AND REPAIR WALL FOR NEW CONSTRUCTION.

5 WINDOW - REMOVE EXISTING WINDOW, HARDWARE, COVERINGS.

6 WINDOW - REMOVE EXISTING WINDOW, COVERINGS.

7 CEILING - REMOVE EXISTING TEXTURED CEILING FINISH. PATCH, AND REPAIR CEILING FOR NEW CONSTRUCTION.

8 PATCH AND REPAIR WALLS FOR NEW FINISHES

9 TOILET - REMOVE EXISTING TOILET.

10 CEILING - REMOVE EXISTING ACOUSTICAL CEILINGS TILE AND SUPPORT FRAMING, LIGHT FIXTURES.

11 FLOOR - REMOVE TILE AND SETTING BED. PATCH, REPAIR FOR NEW CONSTRUCTION

12 REMOVE PORTION OF WALL FOR NEW SHELF. COORDINATE WITH NEW WORK.

13 DOORS - EXISTING DOORS TO BE REMOVED INCLUDES DOOR, HARDWARE, FRAME AND ACCESSORIES. PATCH

AND REPAIR WALL AND FLOOR FOR NEW CONSTRUCTION.

14 SUN CONTROL LOUVER - REMOVE EXTERIOR SUN CONTROL LOUVERS

15 STUCCO - REMOVE EXISTING STUCCO, Z FURRING AND 5/8" FOAM INSULATION. PATCH AND REPAIR FOR NEW

CONSTRUCTION.

16 SIGNAGE - REMOVE EXISTING AND REPLACE WITH NEW SIGNAGE.

17 REMOVE ALL EXISTING LIGHT FIXTURES

18 WALL MOUNTED SHELVING UNITS WITH DOORS

NOTES:

1. ALL WALLS ADJACENT TO PLUMBING FIXTURES ARE STUD AND GYPSUM WALLBOARD. ALL OTHER EXISTING WALLS ARE

EXPOSED 8" CMU.

2. DIMENSIONS SHOWN ARE BASED ON AS-BUILT DRAWINGS. CONTRACTOR TO VERIFY BEFORE STARTING WORK.

3. COORDINATE ADDITIONAL DEMOLITION REQUIRED FOR WATER SUPPLY AT NEW TOILET.

NORTH

SCALE:

0 2' 4'

1/2" = 1' - 0"

2' 4'

TO BE REMOVED

K D

N D

DRAWING ABBREVIATIONS

A/C

ACU

ACC

ACS

ACS DR

ACS PNL

ACT

ADA

ADDL

ADMIN

A.F.F.

A.F.G.

A.F.S.

AGGR

AHU

AIB

ALT

ALUM

ANOD

APC

APPROX

ARCH

A.S.C.

ASSY

AVG

AWT

BDRY

B.F.F.

BHMA

BLDG

BLKG

BLT IN

B.O.S.

B.O.T.

BRKT

BSMT

BTWN

BUR

CAB

CATW

CAV

CBU

CDR

CDW

CEM PLAS

CER

CF/CI

CFE

CFLG

CFM

CFMF

CFS

CIP

CLG

CLG DIFF

CLL

CLO

CLR

CMU

CNDS

CNTRSUNK

CO2

COL

COMM

COMP

CONC

CONF

CONT

COORD

CORR

CPT

CSWK

CTB

CTR

CU FT

DBL

DEMO

DEPT

DET

DIA

DIM

DIR

DIST

DOC

DWG

EIFS

ELEV

ENTR

EPS

EQUIP

EWC

EXP

EXIST

EXT

EXTING

EXT GR

FAAP

FAS BD

FC BRK

FCO

FDTN

FEC

FED

FF EL

FF INSUL

FGL

FHP

FHST

FIN

FIN BS

FIN FLR

FIN GR

FIXT

FLASH

FLDG

FLEX

FLG

FLMT

FLR

F.O.C.

F.O.F.

F.O.M.

F.O.S.

FRG

FRMG

FRP

FRTW

FSTNR

FTG

FWC

GALV

GF/CI

GF/GI

GFCI

GFRG

GLZ

GR FL

GUT

GWB

HDPE

HDWD

HEPA

HORIZ

HPSB

HSD

HSS

HVAC

HYDR

IBC

INSUL

INT

ILO

JAN

KPD

KIT

KPL

LAM

LAV

LBR

LBS

LDG

LIB

LIN

LKR

LOC

LVDR

LVR

MACH RM

MATL

MAX

MBH

MECH

MEMB

MFR

MID

MIL STD

MIN

MISC

MLDG

MOD

MTG

MTL

MVBL

MWP

NAT

NFPA

NIC

NOM

NRC

NTS

OFD

OFF

OGL

OPH

OPNG

OPP

OPQ

OWSJ

OPR

ORD

ORIG

PAR

PAT

PBD

PCC

PCF

PCT

PERF

PERIM

PIL

PL GL

PLAM

PLAS

PLBG

PLG

PLYWD

PNL

PP or PL

PRCST

PRKG

PS CONC

PSF

PSI

PTD

PTDWR

PTN

PWR

QTY

RBM

RBR

RCP

RDG INS

REC

REC ROOM

REF

REM

REP

REPL

REQ

REQD

RESIL

REST

RFG

RLG

RSD

RVL

SAFB

SCHED

SFTWD

SGL

SHT MTL

SHTHG

SIM

SMHD

SMLS

SMS

SND

SP EL

SPEC

SQ IN

SQ YD

SRI

SSMR

SSTL

STD

STL

STL JST

STOR

STR

STRB/HRN

SUB FL

T T/S

TEL

TEMP

T.F.F.

THK

TK BD

TMPD GL

T.O.

T.O.C.

T.O.F.

T.O.M.

T.O.P.

TOPO

T.O.S.

TRANS

TRTD

TSCD

TSCTDWR

TTD

U.O.N.

VCT

WRB

AIR CONDITION

AIR CONDITIONING UNIT

ANCHOR BOLT

ACCESSIBLE

AUTOMATIC CONTROL SYSTEM

ACCESS DOOR

ACCESS PANEL

ACOUSTICAL CEILING TILE

AMERICANS WITH DISABILITIES ACT

ADDITIONAL

ADMINISTRATION

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ABOVE FINISHED SLAB

AGGREGATE

AIR HANDLING UNIT

AIR INFILTRATION BARRIER

ALTERNATE

ALUMINUM

ANODIZE

ACOUSTICAL PANEL CEILING

APPROXIMATE

ARCHITECT/ARCHITECTURAL

ABOVE SUSPENDED CEILING

ASSEMBLY

AVERAGE

ARCHITECTURAL WOODWORK

ACOUSTICAL WALL TREATMENT

BASEBOARD

BOARD

BOUNDARY

BELOW FINISH FLOOR

BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BUILDING

BLOCKING

BUILT-IN

BULLNOSE

BOTTOM OF STEEL

BOTTOM OF TRUSS

BUILDING PAPER

BRACKET

BASEMENT

BETWEEN

BUILT-UP ROOFING

CABINET

CATWALK

CAVITY

CEMENTITIOUS BACKER UNIT

CARD READER

CHILLED DRINKING WATER

CEMENT PLASTER

CERAMIC

CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CONTRACTOR FURNISHED

EQUIPMENT

COUNTERFLASHING

CUBIC FEET PER MINUTE

COLD-FORMED METAL FRAMING

CUBIC FEET PER SECOND

CORNER GUARD

CAST IRON

CAST-IN-PLACE

CONTROL JOINT

CENTER LINE

CEILING

CEILING DIFFUSER

COLUMN LINE

CLOSET

COLOR

CONCRETE MASONRY UNIT

CONDENSATE

COUNTERSUNK

CLEANOUT

CARBON DIOXIDE

COLUMN

COMMUNICATIONS

COMPOSITE

CONCRETE

CONFERENCE

CONTINUE OR CONTINUOUS

COORDINATE

CORRIDOR

CONCRETE PIPE

CARPET

CONTROL ROOM

CAST STONE

CASEWORK

CERAMIC TILE

CERAMIC TILE BASE

CENTER

CUBIC FEET

CASEMENT WINDOW

DEPTH

DOUBLE

DEMOLITION

DEPARTMENT

DETAIL

DIAMETER

DIMENSION

DIRECTION

DISTANCE

DOCUMENT

DOOR

DOWNSPOUT

DRAWINGS

EACH

EACH FACE

EXTERIOR INSULATION AND FINISH

SYSTEM

EXPANSION JOINT

EACH SIDE

ELEVATION

ELEVATOR

ENTRANCE

EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQUAL

EQUIPMENT

EACH WAY

ELECTRIC WATER COOLER

EXPOSED

EXISTING

EXTERIOR

EXTINGUISHER

EXTERIOR GRADE

FIRE ALARM

FIRE ALARM ANNUNCIATOR PANEL

FASCIA BOARD

FACE BRICK

FLOOR CLEANOUT

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FEDERAL

FINISH FACE

FINISH FLOOR ELEVATION

FOIL BACKED INSULATION

FIBERGLASS

FLAT HEAD

FULL HEIGHT PARTITION

FLAT HEAD SELF TAPPING

FINISH

FINISH BOTH SIDES

FINISH FLOOR

FINISH GRADE

FIXTURE

FLASHING

FOLDING

FLEXIBLE

FLOORING

FLUSH MOUNT

FLOOR

FACTORY MUTUAL

FACE OF CONCRETE

FACE OF FINISH

FACE OF MASONRY

FACE OF STEEL

FIRE RESISTANT

FIBER REINFORCED GYPSUM

FRAMING

FIBERGLASS REINFORCED PLASTIC

FIRE RETARDANT TREATED WOOD

FEDERAL SPECIFICATION

FLOOR SINK

FASTENER

FOOT OR FEET

FOOTING

FABRIC WALLCOVERING

NATURAL GAS

GAGUE

GALVANIZED

GRAB BAR

GOVERNMENT FURNISHED/

CONTRACTOR INSTALLED

GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

GROUND FAULT CIRCUIT

INTERRUPTER OUTLET

GLASS-FIBER-REINFORCED GYPSUM

GLAZING

GROUND FLOOR

GUTTER

GYPSUM WALL BOARD

HOSE BIB

HIGH DENSITY POLYETHYLENE

HARDWOOD

HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HOLLOW METAL

HORIZONTAL

HIGH PERFORMANCE SUSTAINABLE

BUILDING

HOUR

HAND SANITIZER DISPENSER

HOLLOW STRUCTURAL SECTION

HEIGHT

HEATING, VENTILATION & AIR

CONDITIONING

HARDWARE

HYDRAULIC

INTERNATIONAL BUILDING CODE

INSULATION

INTERIOR

IN LIEU OF

JANITOR

KEYPAD

KITCHEN

KICKPLATE

LAMINATE

LAVATORY

LUMBER

POUND

LANDING

LINEAR FEET (FOOT)

LIBRARY

LINEAR

LOCKER

LOCATION

LIGHT

LOUVER DOOR

LOUVER

MACHINE ROOM

MATERIAL

MAXIMUM

MOP & BROOM HOLDER

MOISTURE CONTENT

METAL DECK

MECHANICAL

MEMBRANE

MILL FINISH

MANUFACTURER

MIRROR

MIDDLE

MILITARY STANDARD

MINIMUM OR MINUTE

MISCELLANEOUS

MOULDING

MASONRY OPENING

MODIFY

MOISTURE BARRIER

MOUNTING

METAL

MOVABLE

MEMBRANE WATERPROOFING

NORTH

NOT APPLICABLE

NATURAL

NATIONAL FIRE PROTECTION

ASSOCIATION

NOT IN CONTRACT

NUMBER

NOMINAL

NO PAINT

NOISE REDUCTION COEFFICIENT

NOT TO SCALE

OVERALL

ON CENTER

OUTSIDE DIAMETER

OVERFLOW DRAIN

OFFICE

OBSCURE GLASS

OPPOSITE HAND

OPENING

OPPOSITE

OPAQUE

OPEN WEB STEEL JOIST

OPERABLE

OVERFLOW ROOF DRAIN

ORIGINAL

PAINT

PUBLIC ADDRESS

PARAPET

PATTERN

PULL BOX

PARTICLEBOARD

PRECAST CONCRETE

POUNDS PER CUBIC FOOT

PERCENT

PERFORATED

PERIMETER

PHASE

PILASTER

PROPERTY LINE

PLATE GLASS

PLASTIC LAMINATE

PLASTER

PLUMBING

PILING

PLYWOOD

PANEL

PUSH/PULL PLATE

PAIR

PRECAST

PARKING

PRESTRESSED CONCRETE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PRESSURE TREATED

PAPER TOWEL DISPENSER

PAPER TOWEL DISPENSER AND

WASTE RECEPTACLE

PARTITION

POWER

QUARRY TILE

QUANTITY

RESILIENT BASE

REINFORCED BRICK MASONRY

RUBBER

REINFORCED CONCRETE

REFLECTED CEILING PLAN

ROOF DRAIN

RIGID INSULATION, SOLID

RECESSED

RECREATION ROOM

REFERENCE

REMOVABLE

REPAIR

REPLACE

REQUIRE

REQUIRED

RESILIENT

RESTROOM

RESILIENT FLOORING

RECESSED FOOT GRILL

ROOF HATCH

ROOF LEADER

RAILING

ROOM

ROUGH OPENING

ROLLING STEEL DOOR

ROOF VENT

REVEAL

STAIN

SOUND ATTENUATION FIRE BATT

SCHEDULE

SOAP DISPENSER

SQUARE FOOT (FEET)

SOFTWOOD

SINGLE

SHEET METAL

SHEATHING

SIMILAR

SHELF, METAL, HEAVY DUTY

SEAMLESS

SHEET METAL SCREWS

SANITARY NAPKIN DISPOSAL

SPOT ELEVATION

SPECIFICATION

SQUARE

SQUARE INCH

SQUARE YARD

SOLAR REFLECTIVE INDEX

STANDING SEAM METAL ROOF

STAINLESS STEEL

STAIRS

STANDARD

STEEL

STEEL JOIST

STORAGE

STRINGERS

STROBE/HORN

SUBFLOOR

SHEET VINYL

SIDEWALK

TREAD

TUB/SHOWER

TRENCH DRAIN

TELEPHONE

TEMPORARY

TOP OF FINISH FLOOR

THICKNESS

TACKBOARD

TEMPERED GLASS

TRUE NORTH

TOP OF

TOP OF CONCRETE

TOP OF FOOTING

TOP OF MASONRY

TOP OF PARAPET

TOPOGRAPHY

TOP OF SLAB

TOWEL PIN

TRANSOM

TREATED

TOILET SEAT COVER DISPENSER

TOILET SEAT COVER TISSUE

DISPENSER WASTE RECPTACLE

TOILET TISSUE DISPENSER

TELEVISION

UNLESS OTHERWISE NOTED

VINYL COMPOSITE TILE

WITH

WOOD

WATER-RESISTANT BARRIER

NUMBER

PERCENT

LESS THAN

GREATER THAN

CEILING LEGEND

2' x 2' ACT CEILING

2' x 4' ACT CEILING

LIGHT FIXTURES; SEE ELECTRICAL

DRAWINGS

METAL SOFFIT PANEL

GYPSUM BOARD CEILING

PLASTER CEILING

GWB

PLAS

EXPOSED TO UNDERSIDE OF STRUCTURE

EXP

DEFUSER SEE MECHANICAL DRAWINGS

VENT; SEE MECHANICAL DRAWINGS

EXIT LIGHT; SEE FIRE PROTECTION

DRAWINGS

S SMOKE DETECTOR; SEE FIRE

PROTECTION DRAWINGS

OS OCCUPANCY SENSOR; SEE ELECTRICAL

DRAWINGS

SPRINKLER HEAD; SEE FIRE PROTECTION

DRAWINGS

CONCRETE/ PRECAST CONCRETE

SOIL

CONCRETE MASONRY UNIT (ELEVATION)

STEEL

FIBERGLASS BATT INSULATION

MINERAL WOOL SEMI RIGID INSULATION

EXPANDED POLYSTYRENE RIGID INSULATION

EXTRUDED POLYSTYRENE RIGID INSULATION

POLYISOCYANURATE RIGID INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM SHEATHING

EXTERIOR CEMENT BOARD

PLYWOOD

MATERIAL LEGEND

COATED GLASS MAT WATER RESISTANT GYPSUM

BOARD

STONE (ELEVATION)

0 COLUMN LINE DESIGNATOR

INTERIOR ELEVATION

WALL TYPE

WINDOW NUMBER; SEE WINDOW

SCHEDULE A-625

SECTION CALLOUT

Room name

101 ROOM NAME/NUMBER

EXTERIOR ELEVATION

1 REVISION TAG

ENLARGED VIEW OR DETAIL CALLOUT

NORTH ARROW w/ TRUE NORTH

INDICATION

ELEVATION MARKER

SHEET NUMBER WHERE ELEVATION OR

SECTION IS DRAWN

A SHEET KEYNOTE

1 HOUR FIRE RATED WALL

2 HOUR FIRE RATED WALL

METAL STUD WALL WITH GWB BOTH

SIDES

A-401

A-201

A-301

A-501

FLOOR PLAN LEGEND

LOUVER NUMBER; SEE LOUVER

SCHEDULE A-623

DOOR & DOOR FRAME

DOOR NUMBER; SEE DOOR SCHEDULE

A-620

NORTH

CONCRETE MASONRY UNIT (PLAN & SECTION)

SAND, GROUT, OR CEMENT PLASTER

POLYURETHANE INSULATION

STONE (PLAN & SECTION)

SHEET

IDENTIFICATION

1 2 3 4

D ra w n

D es ig ne d by

S ub m itt ed b y:

Si ze

Fi le

N am e:

D at e :

P ro je ct

N o:

U S

Y C

O R

R ev ie w ed b y:

US Army Corps of Engineers ®

" x

Fi le

N o:

Pl ot

S c a le

Pl ot

D a t e:

R ev

S pe c N o:

S ub m itt al

S ta tu s:

C hi ef

Ph oe ni x

Ve r ti ca l D es ig n S e ct io n

-0

'-0

B A

C K

S B

6 7 F

SACRAMENTO

H U

N M

N H

/s / C ra ig

G os lin g

A-001

A R

T U

N S

-H

O U

, C A

. B ag le y

O R

G C

C O

R R

D F

K D

N D

CONSTRUCTION:

RENOVATED DOD FACILITIES MUST COMPLY WITH UFC 1-200-01; UFC 1-200-01, 1-2

EXISTING FACILITIES MUST COMPLY WITH NFPA 101,

LIFE SAFETY CODE FOR EXISTING OCCUPANCIES; UFC 3-600-01, 1-3.1

EXISTING STRUCTURES MUST COMPLY WITH IBC CHAPTER 34

AND UFC 3-600-01; UFC 1-200-01, 2-34

CRITERIA:

USE IBC 2012 FOR TYPES OF BUILDING CONSTRUCTION, ALLOWABLE FLOOR AREA,

BUILDING HEIGHT LIMITS, OCCUPANCY SEPARATION AND BUILDING SEPARATION

DISTANCE, EXCEPT AS MODIFIED BY UFC 1-200-01 AND UFC 3-600-01.

UFC 1-200-01, 1-2 &

UFC 3-600-01, 2-1

USE NFPA 101 FOR MEANS OF EGRESS, SAFETY TO LIFE, INTERIOR FINISH RATINGS

AND FIRE RESISTANCE RATINGS OF NON-BEARING PARTITIONS.

FOR CONFLICTS BETWEEN IBC 2012 AND NFPA 101, CONFORM TO NFPA 101.

UFC 3-600-01, 2-1.1 & 2-5

OCCUPANCY:

RESIDENTIAL, R-2 IBC, 304.1

RESIDENTIAL, DORMITORY NFPA 101, 6.1.8.1.4

HAZARD:

LIGHT HAZARD: BARRACKS UFC 3-600-01, APPX. B-1.1

LIGHT (LOW) HAZARD FOR CLASS A FIRES NFPA 10, 5.4.1.1

CLASS A: ORDINARY COMBUSTIBLE MATERIALS NFPA 10, 5.2.1

TYPE OF CONSTRUCTION:

TYPE II (000) NFPA 220, TABLE 4.1.4 & TABLE A4.1.1

TYPE IIB UFC 3-600-01, APPX. E

TYPE IIB IBC, TABLES 502, 601 & 602

ALLOWABLE BUILDING AREA:

FOR TYPE IIB CONSTRUCTION: R OCCUPANCY

AA = [AT + (AT X IF) + (AT X IS)]

AA = ALLOWABLE BUILDING AREA PER STORY

AT = TABULAR BUILDING AREA PER STORY PER TABLE 503

IF = AREA INCREASE FACTOR DUE TO FRONTAGE PER 506.2

IS = AREA INCREASE FACTOR DUE TO SPRINKLER PROTECTION PER 506.3

AT = 23,000 SF IBC, TABLE 503

IF = 0

IS = 3 IBC, 506.3

AA = 16,000 SF + (16,000 SF X 0) + (16,000 X 3)

AA = 16,000 SF + 0 + 48,000 SF = 64,000 SF ALLOWABLE

ACTUAL: 27,613 GROSS SQUARE FEET

ALLOWABLE BUILDING HEIGHT:

FOR TYPE IIB CONSTRUCTION: R OCCUPANCY

ALLOWED: 4 STORIES, 55 FEET IBC, TABLE 503

ACTUAL: 3 STORIES, ~36’ FEET AT ROOF RIDGE

EXIT REQUIREMENTS:

OCCUPANT LOAD FACTOR:

OCCUPANCY: 200 SF/PERSON NFPA 101, TABLE 7.3.1.2

MAXIMUM OCCUPANCY 27,6134 SF / (200 SF/PERSON) = 138 PERSONS

EXPECTED PROBABLE OCCUPANCY: SLEEPING ROOMS:

FIRST FLOOR = 20; SECOND & THIRD FLOORS = 24

20 + 24 + 24 = 68 PERSONS

TOTAL EXPECTED = 68 PERSONS; USING MAXIMUM OCCUPANCY

FOR DESIGN, WORST CASE = 138 PERSONS.

EGRESS CAPACITY:

LEVEL COMPONENTS: 0.2 INCHES/PERSON NFPA 101, TABLE 7.3.3.1

RESIDENTIAL OCCUPANCY: 138 PERSON X (0.2 INCHES/PERSON) = 27.6 INCHES OF EXIT WIDTH REQUIRED

ACTUAL FIRST FLOOR: 2 EXITS X 34 INCHES = 68 INCHES OF EXIT WIDTH PROVIDED

ACTUAL SECOND FLOOR: 2 EXITS X 34 INCHES = 68 INCHES OF EXIT WIDTH PROVIDED

ACTUAL THIRD FLOOR: 2 EXITS X 34 INCHES = 68 INCHES OF EXIT WIDTH PROVIDED

STAIR COMPONENTS: 0.3 INCHES/PERSON

RESIDENTIAL OCCUPANCY: 138 PERSON X (0.3 INCHES/PERSON) = 41.4 INCHES OF STAIR EXIT WIDTH REQUIRED ACTUAL: 2 STAIRS, EACH 64 INCHES (2 X 64 = 128 INCHES OF STAIR EXIT WIDTH PROVIDED)

NUMBER OF EXITS:

RESIDENTIAL OCCUPANCY: 2 PER FLOOR X 3 = 6 EXITS REQUIRED NFPA 101, 28.2.4.1

ACTUAL: 6 EXITS PROVIDED (2 ON FIRST FLOOR; 2 EACH ON SECOND & THIRD FLOORS)

NOTE: SINGLE EXIT FROM ANY SPACE IF BOTH THE BUILDING IS PROTECTED BY AN

AUTOMATIC FIRE SPRINKLER SYSTEM AND THE TOTAL TRAVEL DISTANCE TO

EXIT DOES NOT EXCEED 200 FEET. NFPA 101, 28.2.4.6

FIRST FLOOR TRAVEL DISTANCE WORST CASE:

TRAVEL DISTANCE TO EXIT FROM ROOM 106 MEASURES 29 FEET TO CORRIDOR, 86 FEET TO FARTHEST EXIT;

29 + 86 = 115 FEET.

SECOND & THIRD FLOORS TRAVEL DISTANCE WORST CASE:

TRAVEL DISTANCE TO EXIT FROM ROOMS 206 AND 306 MEASURES 29 FEET TO CORRIDOR, 86 FEET TO FARTHEST EXIT;

29 + 86 = 115 FEET.

WIDTH OF DOORS:

32 INCHES NFPA 101, 7.2.1.2.4

ACTUAL: ALL EXIT DOORS ARE MINIMUM 36 INCHES

CAPACITY OF DOORS:

0.2 INCHES/PERSON NFPA 101, TABLE 7.3.3.1

RESIDENTIAL (WORST CASE NUMBERS BEING USED FOR PERSONS REQUIRED):

FIRST FLOOR: (2 DOORS) X (34 INCHES) / (0.2 INCHES/ PERSON) = 340 PERSONS

ACTUAL: 340 PERSONS PROVIDED FOR, 138 PERSONS REQUIRED

SECOND FLOOR: (2 DOORS) X (34 INCHES) / (0.2 INCHES/PERSON) = 340 PERSONS

ACTUAL: 340 PERSONS PROVIDED FOR, 138 PERSONS REQUIRED

THIRD FLOOR: (2 DOORS) X (34 INCHES) / (0.2 INCHES/PERSON) = 340 PERSONS

ACTUAL: 340 PERSONS PROVIDED FOR, 138 PERSONS REQUIRED.

COMMON PATH OF TRAVEL:

RESIDENTIAL: 50 FEET (WITH SPRINKLERS) NFPA 101, 29.2.5.4

ACTUAL: 29 FEET

DISTANCE TO EXITS:

RESIDENTIAL DISTANCE TO EXIT WITHIN ROOM TO CORRIDOR:

RESIDENTIAL: 125 FEET (WITH SPRINKLERS) NFPA 101, 29.2.6.2

ACTUAL: ~29 FEET MEASURED FROM ROOMS 107, 206 AND 306

RESIDENTIAL DISTANCE TO EXIT FROM CORRIDOR TO NEAREST EXIT:

RESIDENTIAL: 200 FEET (WITH SPRINKLERS) NFPA 101, 29.2.6.3.3.1

ACTUAL: ~86 FEET MEASURED FROM ROOMS 107, 206 AND 306

DEAD END CORRIDORS:

RESIDENTIAL: 50 FEET (WITH SPRINKLERS) NFPA 101, 29.2.5.5

ACTUAL: 12 FEET (CORRIDORS 161, 244 AND 344)

MINIMUM WIDTH OF CORRIDORS:

44 INCHES NFPA 101, 29.2.1 & 7.3

ACTUAL: 56" ALL FLOORS

PROTECTION FROM HAZARDS:

BOILER OR FURNACE ROOMS: 1 HOUR OR SPRINKLERS NFPA 101, 8.7.1.1

PROTECTION OF OPENINGS:

FOR WALLS & PARTITIONS WITH 1 HOUR FIRE-RESISTANT-RATED

CONSTRUCTION, PROVIDE ¾ HOUR FIRE-RESISTANCE-RATED DOOR ASSEMBLY.

NFPA 101, TABLE 8.3.4.2

FOR WALLS & PARTITIONS WITH 2 HOUR FIRE-RESISTANT-RATED

CONSTRUCTION, PROVIDE 1 ½ HOUR FIRE-RESISTANCE-RATED DOOR ASSEMBLY.

NFPA 101, TABLE 8.3.4.2

MAXIMUM AREA OF GLAZING IN FIRE RATED DOOR: 1296 SQUARE INCHES,

NO DIMENSION EXCEEDING 54 INCHES. NFPA 80, 4.4.5.1

INTERIOR WALL & CEILING FINISHES: UFC 3-600-01, 2-6.1

EXITS & EXIT ACCESS CORRIDORS: CLASS A OR CLASS B NFPA 101, 39.3.3.2.1

ALL OTHER AREAS: CLASS A, CLASS B OR CLASS C NFPA 101, 39.3.3.2.2

INTERIOR FLOOR FINISHES: UFC 3-600-01, 2-6.2

NO REQUIREMENTS NFPA 101, 39.3.3.3

ROOF COVERINGS AND ROOF DECK ASSEMBLIES:

ROOF COVERING: MINIMUM CLASS C UFC 3-600-01, 2-8.1

ROOF DECK ASSEMBLIES: NO RESTRICTIONS IF FULLY SPRINKLERED UFC 3-600-01, 2-8.2

ACCESSIBILITY

THIS FACILITY IS UTILIZED BY ACTIVE DUTY MILITARY PERSONNEL ONLY

IT IS NOT REQUIRED TO BE ADA / ABA COMPLIANT.

ITEM REFERENCE ITEM REFERENCE

UFC 1-200-01, DESIGN: GENERAL BUILDING REQUIREMENTS

UFC 3-600-01, DESIGN: FIRE PROTECTION ENGINEERING FOR FACILITIES

INTERNATIONAL BUILDING CODE (IBC), 2012

NFPA 101, LIFE SAFETY CODE, 2015

NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHER, 2013

NFPA 80, STANDARD FOR FIRE DOORS AND FIRE WINDOWS, 2013.

NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2013.

NFPA 75, STANDARD FOR PROTECTION OF INFORMATION TECHNOLOGY EQUIPMENT, 2015.

NFPA 220, STANDARD ON TYPES OF BUILDING CONSTRUCTION, 2015.

REFERENCES

SHEET

IDENTIFICATION

1 2 3 4

D ra w n

D es ig ne d by

S ub m itt ed b y:

Si ze

Fi le

N am e:

D at e :

P ro je ct

N o:

U S

Y C

O R

R ev ie w ed b y:

US Army Corps of Engineers ®

" x

Fi le

N o:

Pl ot

S c a le

Pl ot

D a t e:

R ev

S pe c N o:

S ub m itt al

S ta tu s:

C hi ef

Ph oe ni x

Ve r ti ca l D es ig n S e ct io n

-0

'-0

B A

C K

S B

6 7 F

SACRAMENTO

H U

N M

N H

/s / C ra ig

G os lin g

A-002

S A

F E

A N

-H

O U

, C A

. B ag le y

O R

G C

C O

R R

D F

K D

N D

21'-0"

79'-0"

86'-0"

46'-0"

BLOCK

COMMON

AREA

BLOCK

1 HR FIRE RATED WALL

EGRESS PATH

FEC

EG EGRESS SIGN, SEE 1/A-541

EXIT SIGN

SHEET

IDENTIFICATION

1 2 3 4

D ra w n

D es ig ne d by

S ub m itt ed b y:

Si ze

Fi le

N am e:

D at e :

P ro je ct

N o:

U S

Y C

O R

R ev ie w ed b y:

US Army Corps of Engineers ®

" x

Fi le

N o:

Pl ot

S c a le

Pl ot

D a t e:

R ev

S pe c N o:

S ub m itt al

S ta tu s:

C hi ef

Ph oe ni x

Ve r ti ca l D es ig n S e ct io n

-0

A s in di ca te d 7/

B A

C K

S B

6 7 F

SACRAMENTO

H U

N M

N H

/s / C ra ig

G os lin g

A-010

L O O

S A

P L A

-H

O U

, C A

. B ag le y

O R

G C

C O

R R

D F

1/8" = 1'-0"A-010

1 FIRST FLOOR LIFE SAFETY PLAN

NOTES:

A. SEE SHEET A-001 FOR FLOOR PLAN LEGEND AND ABBREVIATIONS.

B. SEE SHEET A-002 FOR LIFE SAFETY ANALYSIS.

C. SEE SHEET A-101 FOR ADDITIONAL PLAN INFORMATION.

D. SEE SHEET A-111 FOR REMODEL REFLECTED CEILING PLAN.

E. SEE SHEET A-700 FOR REMODEL ROOM COLOR/FINISH SCHEDULE.

F. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

SCALE:

0 8' 16'

1/8" = 1' - 0"

8' 16'

NORTH

FEC AND

SIGNS ABOVE

FEC AND

SIGNS ABOVE

EXIT CAPACITY:

34 IN/0.2 IN/ PERSON =

170 PERSONS

EXIT CAPACITY:

34 IN/0.2 IN/ PERSON =

170 PERSONS

1/4" = 1'-0"

LIFE SAFETY LEGEND

EXIT CAPACITY:

34 IN/0.2 IN/ PERSON =

170 PERSONS

SEE 1/A-550

FOR FIRE

RATED

DETAIL

FEC AND

SIGNS ABOVE

K D

N D

86'-0"

79'-0"

BLOCK

COMMON

AREA

BLOCK

1 HR FIRE RATED WALL

EGRESS PATH

FEC

EG EGRESS SIGN, SEE 1/A-541

EXIT SIGN

SHEET

IDENTIFICATION

1 2 3 4

D ra w n

D es ig ne d by

S ub m itt ed b y:

Si ze

Fi le

N am e:

D at e :

P ro je ct

N o:

U S

Y C

O R

R ev ie w ed b y:

US Army Corps of Engineers ®

" x

Fi le

N o:

Pl ot

S c a le

Pl ot

D a t e:

R ev

S pe c N o:

S ub m itt al

S ta tu s:

C hi ef

Ph oe ni x

Ve r ti ca l D es ig n S e ct io n

-0

A s in di ca te d 7/

B A

C K

S B

6 7 F

SACRAMENTO

H U

N M

N H

/s / C ra ig

G os lin g

A-020

O R

F E S

A F E

-H

O U

, C A

. B ag le y

O R

G C

C O

R R

D F

1/8" = 1'-0"A-020

1 SECOND FLOOR LIFE SAFETY PLAN

NOTES:

A. SEE SHEET A-001 FOR FLOOR PLAN LEGEND AND ABBREVIATIONS.

B. SEE SHEET A-002 FOR LIFE SAFETY ANALYSIS.

C. SEE SHEET A-102 FOR ADDITIONAL PLAN INFORMATION.

D. SEE SHEET A-112 FOR REMODEL REFLECTED CEILING PLAN.

E. SEE SHEET A-700 FOR REMODEL ROOM COLOR/FINISH SCHEDULE.

F. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

SCALE:

0 8' 16'

1/8" = 1' - 0"

8' 16'

NORTH

FEC AND

SIGNS ABOVE

AVAILABLE DOOR WIDTH:

34 IN/0.2 IN/ PERSON =

170 PERSONS

AVAILABLE STAIR EXIT WIDTH:

60"/0.3/PERSON = 200 PERSONS

AVAILABLE DOOR WIDTH:

34 IN/0.2 IN/ PERSON =

170 PERSONS

AVAILABLE STAIR EXIT WIDTH:

60"/0.3/PERSON = 200 PERSONS

1/4" = 1'-0"

LIFE SAFETY LEGEND

FEC AND

SIGNS ABOVE

K D

N D

86'-0"

79'-0"

BLOCK

COMMON

AREA

BLOCK

1 HR FIRE RATED WALL

EGRESS PATH

FEC

EG EGRESS SIGN, SEE 1/A-541

EXIT SIGN

SHEET

IDENTIFICATION

1 2 3 4

D ra w n

D es ig ne d by

S ub m itt ed b y:

Si ze

Fi le

N am e:

D at e :

P ro je ct

N o:

U S

Y C

O R

R ev ie w ed b y:

US Army Corps of Engineers ®

" x

Fi le

N o:

Pl ot

S c a le

Pl ot

D a t e:

R ev

S pe c N o:

S ub m itt al

S ta tu s:

C hi ef

Ph oe ni x

Ve r ti ca l D es ig n S e ct io n

-0

A s in di ca te d 7/

B A

C K

S B

6 7 F

SACRAMENTO

H U

N M

N H

/s / C ra ig

G os lin g

A-030

I R

D F

L O O

- L

L A N

-H

O U

, C A

. B ag le y

O R

G C

C O

R R

D F

1/8" = 1'-0"A-030

1 THIRD FLOOR LIFE SAFETY PLAN

NOTES:

A. SEE SHEET A-001 FOR FLOOR PLAN LEGEND AND ABBREVIATIONS.

B. SEE SHEET A-002 FOR LIFE SAFETY ANALYSIS.

C. SEE SHEET A-103 FOR ADDITIONAL PLAN INFORMATION.

D. SEE SHEET A-113 FOR REMODEL REFLECTED CEILING PLAN.

E. SEE SHEET A-700 FOR REMODEL ROOM COLOR/FINISH SCHEDULE.

F. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

SCALE:

0 8' 16'

1/8" = 1' - 0"

8' 16'

NORTH

FEC AND

SIGN ABOVE

AVAILABLE DOOR WIDTH:

34 IN/0.2 IN/ PERSON =

170 PERSONS

AVAILABLE STAIR EXIT WIDTH:

60"/0.3/PERSON = 200 PERSONS

AVAILABLE DOOR WIDTH:

34 IN/0.2 IN/ PERSON =

170 PERSONS

AVAILABLE STAIR EXIT WIDTH:

60"/0.3/PERSON = 200 PERSONS

1/4" = 1'-0"

LIFE SAFETY LEGEND

FEC AND

SIGN ABOVE

K D

N D

WALL TYPE

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

3-5/8" MET.

STUD

5/8" EXISTING

GWB, BOTH

SIDES

NOTE: STUD EXTENDS TO

STRUCTURE ABOVE

BATT ACOUSTICAL

INSULATION WHERE

OCCURS

(EXIST.) CMU

WALL TYPE

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

(NEW) EIFS SYSTEM

(NEW) DRAINAGE

SUBSTRATE

WALL TYPE

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

NEW 8"X8"X16"

SMOOTH FACE CMU

INFILL WALL

NOTE: CMU EXTENDS TO

STRUCTURE ABOVE

WALL TYPE

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

EXISTING CMU

INFILL WALL

NOTE: CMU EXTENDS TO

STRUCTURE ABOVE

WALL TYPE

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

2-1/2" MET. STUD

5/8" EXISTING

GWB, BOTH

SIDES

NOTE: STUD EXTENDS TO

STRUCTURE ABOVE

BATT ACOUSTICAL

INSULATION WHERE

OCCURS

0' - 2 1/2"

(EXIST.) CMU WALL

WALL TYPE

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

1" INSULATION

WITH Z FURRING

NOTE: CMU, STUD &

INSULATION EXTENDS

TO STRUCTURE ABOVE

WALL TYPE

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

EXISTING CMU

INFILL WALL

NOTE: CMU EXTENDS TO

STRUCTURE ABOVE

(NEW) EIFS

SYSTEM

(NEW) DRAINAGE

SUBSTRATE

(NEW) FINISHED

FLOOR SURFACE

WITH INTEGRAL BASE

SHEET

IDENTIFICATION

1 2 3 4

D ra w n

D es ig ne d by

S ub m itt ed b y:

Si ze

Fi le

N am e:

D at e :

P ro je ct

N o:

U S

Y C

O R

R ev ie w ed b y:

US Army Corps of Engineers ®

" x

Fi le

N o:

Pl ot

S c a le

Pl ot

D a t e:

R ev

S pe c N o:

S ub m itt al

S ta tu s:

C hi ef

Ph oe ni x

Ve r ti ca l D es ig n S e ct io n

-0

'-0

B A

C K

S B

6 7 F

SACRAMENTO

H U

N M

N H

/s / C ra ig

G os lin g

A-040

W A

-H

O U

, C A

. B ag le y

O R

G C

C O

R R

D F

NOTES:

1. ALL WALL TYPES SHOWN ON THIS PAGE ARE

EXISTING UNLESS DESIGNATED AS "NEW".

2. NEW EIFS SYSTEM TO BE R-28, INCLUDING

EXISTING MASONRY.

K D

N D

A-201

A-202

101A102A

102B 101B

103A

103B104B

114A 115A 116A

116B115B114B113B

104A

113A105A

105B106B

106A

112A

112B111B

111A

107A

110A109A

108B 107B

151A150A

150B 151B

149A148A

109B 110B

2 2

2 2 2

2 2

A-402

2 2

23 4

171A171B

148A 149A 150A

148B 149B 150B 151B

151A

109A 110A

109B 110B

108A 107A

107B108B

106A 105A

106B 105B

111A

111B 112B

112A

104A 103A

104B 103B

113A 114A

113B 114B

102A

102B 101B

101A

115A

115B 116B

116A

7 7 7 7

A-401

TYP

A-300

BEDROOM

ENTRY

ENTRY119

ENTRY

BATHROOM

CORRIDOR

STAIRS B

VENDING

TOILET

MECHANICAL

ELEC / TEL

TV ROOM

DAYROOM

LAUNDRY

LOUNGE

JANITOR172

SHADE AREA 173

MECH

163 174

CORRIDOR

BATHROOM 140

BATHROOM

BEDROOM

ENTRY

BATHROOM

ALCOVE

COORIDOR

BEDROOM

BATHROOM

ENTRY

STAIRS A

BATHROOM

L4 L3

BLOCK

COMMON

AREA

BLOCK

SHEET

IDENTIFICATION

1 2 3 4

D ra w n

D es ig ne d by

S ub m itt ed b y:

Si ze

Fi le

N am e:

D at e :

P ro je ct

N o:

U S

Y C

O R

R ev ie w ed b y:

US Army Corps of Engineers ®

" x

Fi le

N o:

Pl ot

S c a le

Pl ot

D a t e:

R ev

S pe c N o:

S ub m itt al

S ta tu s:

C hi ef

Ph oe ni x

Ve r ti ca l D es ig n S e ct io n

-0

A s in di ca te d 7/

B A

C K

S B

6 7 F

SACRAMENTO

H U

N M

N H

/s / C ra ig

G os lin g

A-101

R A L

O R

-H

O U

, C A

. B ag le y

O R

G C

C O

R R

D F

1/8" = 1'-0"A-101

1 FIRST FLOOR PLAN OVERALL

NORTH

SCALE:

0 4' 8'

1/4" = 1' - 0"

4' 8'

NOTES:

A. SEE SHEET A-101 FOR OVERALL FIRST FLOOR PLAN

B. SEE SHEET A-700 FOR INTERIOR FINISH SCHEDULE

C. SEE SHEET A-620 FOR…

This is the start of the file's text. The full file is on GovTribe.

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