Technical_Exhibit_G_-_Revised_Drawings_-_2_Repair_Battalion_Headquarters_B12011.pdf

N

1"=200'

HWY 84

HWY 84

HWY 36

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RES.BD.

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KILLEEN

CANTONMENT

AREA

WEST

FORT

HOOD

GATESVILLE

NORTH

FORT

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RESERVATION

BELTON

LAKE

COPPERAS

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HWY190

HWY190

FORT HOOD AREA MAP

O L

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LOCATION

PROJECT

LAREDO

CORPUS

CHRISTI

HOUSTON

AUSTIN

KILLEEN

WACO

FORT WORTH DALLAS

FORT

SMITH

OKLAHOMA

CITY

TULSA

AMARILLO

ALBUQUERUE

SANTA FE

VICINITY MAP

LOUISIANA

MEXICO

MEXICO

TEXAS

ARKANSAS

NEW

MEXICO

ELPASO

OKLAHOMA

GULF OF

SAN ANTONIO

FORT HOOD

WICHITA FALLS

N

SCALE IN MILES

1/2 1

FORT HOOD MILITARY RESERVATION

N

0 100 200

SCALE IN MILES

N

0 5 10

SCALE IN MILES

NORTH SYMBOL

GENERAL SYMBOLS

REVISION NUMBER

WALL TYPE MARK

DOOR MARKWINDOW MARK

DETAIL NUMBER

REFERENCE FROM

REFERENCE TO

G-001

C O

V E

R S

H E

E T

FORT HOOD,TEXAS

FORT HOOD DIRECTORATE OF PUBLIC WORKS-ENGINEERING DIVISION

NOTE BY SYMBOL1

A

A

N

A

A

BUILDING LEGEND (POINTS OF INTEREST)

PROJECT SITE

BUILDING 4612 (DIRECTORATE OF PUBLIC WORKS)

DARNALL ARMY HOSPITAL

III CORPS HEADQUARTERS

MAIN CANTONMENT AREA

W E S T R

A N

G E R

D

MONTAGUE VILLAGE

VILLAGEII

COMANCHE

CENTRAL DR

LANDFILL

FT.HOOD

W R

A T

T E

N

PATTON

PARK

BATTALION

NORTH

761ST

NORTH

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ARMY

AIRFIELD

HILLIARD

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TEXAS

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OLD IRONSIDES

BATTALION AVE

HELL ON WHEELSC

L

A R

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L A

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O A

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C L E

A R C

R E

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US HIGHWAY 190

HELL ON WHEELS

OLD IRONSIDES

WARRIOR WAY

BUSINESS ROUTE 190

US HIGHWAY 190

PERSHING PARK

VENABLE VILLAGE

CHAFFEE VILLAGE

US HIGHWAY 190

RAIL HEAD

McNair Village

TANK DESTROYER RD

COPPERAS COVE RD

WEST RANGE RD

Santa Fe Av e

WAREHOUSE AVE

DESTROYER RD

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F T H

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PROJECT NO: AD015161P

RENOVATE BUILDING 12011

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NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

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12002

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340 341

12008

12009

12012

G-002

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G S

SHEET DESCRIPTIONSHEET

INDEX OF DRAWINGS

G-001

G-002

C-101

C-502

A-001

A-002

A-101

A-102

A-103

FLOOR PLAN

REFLECTED CEILING PLAN

ROOF PLAN

S-001

ABBREVIATIONS AND SYMBOLS

LIFE SAFETY PLAN

A-201 ELEVATIONS

A-202 ELEVATIONS

A-301 WALL SECTIONS

A-401 ENLARGED PLANS

A-302

A-303

A-304

WALL SECTIONS

WALL SECTIONS

A-601 SCHEDULES

A-602 SCHEDULES

A-603

AD101

AD201

DEMO FLOOR PLAN

DEMO ELEVATIONS

AD102 DEMO ROOF

COVER SHEET

SITE PLAN

SITE DETAILS

M-001

E-001 ELECTRICAL

M-101A

M-101B

M-101C

M-103

M-104

M-501

M-502

M-601

M-701

M-702

MD-101A

MD-101B

MD-101C

MD-102A

MD-102B

MD-102C

MD-103

MD-104

E-101

E-501

E-102

E-103

E-601

ED-101

POWER PLAN

LIGHTING PLAN

COMMUNICATIONS PLAN

RISER DIAGRAMS

PANEL SCHEDULES

ELECTRICAL DEMO

P-101

G-003

DRAWING INDEX

GENERAL REQUIREMENTS

MECHANICAL NOTES

MECHANICAL PLAN AREA A

MECHANICAL PLAN AREA B

MECHANICAL PLAN AREA C

MECHANICAL PLAN MECHANICAL ROOM

MECHANICAL DETAILS 1

MECHANICAL DETAILS 2

MECHANICAL SCHEDULES

MECHANICAL CONTROLS

MECHANICAL CONTROLS

DUCTWORK DEMOLITION PLAN AREA A

DUCTWORK DEMOLITION PLAN AREA B

DUCTWORK DEMOLITION PLAN AREA C

PIPING DEMOLITION PLAN AREA A

PIPING DEMOLITION PLAN AREA B

PIPING DEMOLITION PLAN AREA C

DUCTWORK DEMOLITION PLAN MECHANICAL ROOM

P-601

PD-101

PLUMBING PLAN

PLUMBING SCHEDULE

PLUMBING DEMOLITION PLAN

STRUCTURAL NOTES

PIPING DEMOLITION PLAN MECHANICAL ROOM

PIPING PLAN MECHANICAL ROOM

A-305

A-306

A-307

A-308

A-402 ENLARGED STAIR PLANS

A-309

WALL TYPES

DOOR DETAILS

SECTION DETAILS

SECTION DETAILS

SECTION DETAILS

PLAN DETAILS

R J

O N

E S

WALL FLOOR TILE PATTERNS

A-603 WALL AND FLOOR TILE PATTERN AND DETAILS

A-604 SIGNAGE

E-502 COMMUNICATIONS REQUIREMENTS

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SECTION 23 07 00.

ALL NEW MECHANICAL SYSTEM INSULATION SHALL CONFORM TO SPECIFICATION

ACCORDANCE WITH NFPA 54.

THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW GAS PIPING IN

MANUFACTURER.

B. CERTIFIED, LICENSED, OR OTHERWISE QUALIFIED BY THE FIRESTOPPING

A. FM RESEARCH APPROVED IN ACCORDANCE WITH FM AS 4991, OR

SHALL ENGAGE AN EXPERIENCED INSTALLER WHO IS:

PENETRATIONS AND CONSTRUCTION JOINTS AND GAPS. THE CONTRACTOR

PARTITIONS, FLOORS AND CEILING-FLOOR ASSEMBLIES, INCLUDING THROUGH-

GLASS, AND MAINTAIN THE INTEGRITY OF FIRE RESISTANCE RATED WALLS,

FORM AN EFFECTIVE BARRIER AGAINST THE SPREAD OF FLAME, SMOKE AND

LISTED FIRESTOP SYSTEMS, COMBINATION OF MATERIALS, OR DEVICES TO

FIRESTOPPING SHALL CONSIST OF FURNISHING AND INSTALLING TESTED AND

GENERAL REQUIREMENTS

GENERAL

DEMOLITION

REQUIREMENTS. FEDERAL AND STATE ALL TO ACCORDANCE IN WORK DEMOLITION ALLCONDUCT

SAFELY AND PROGRESS, IN WORK OTHER WITH COORDINATED, UNDISTURBE REMAIN TO IS WHICH PROPERTYALL

PROTECT SALVAGED, BE TO SPECIFIED MATERIALS OF DISPOSE AND REMOVE CAREFULLY SHALL CONTRACTORTHE

UTILITIES FOR BACKFILLING AND TRENCHING,EXCAVATION,

CONSTRUCTION BUILDING FORCONCRETE

MILS. 6 OF THICKNESSMINIMUM

A WITH SHEETING POLYETHYLENEBE SHALL BARRIER VAPOR OTHER. EACH TO ANGLES RIGHT AT WIRES WITHFABRIC

WIRE WELDED BE SHALL REINFORCEMENT MESH 615. A ASTM TO CONFORMING STEEL BILLET 60 GRADEDEFORMED, BE SHALL REINFORCEMENT BAR CEMENT. PORTLAND II OR I TYPE WITH MADE CONCRETE FORSTRENGTH 28-DAY

SPECIFIED THE TO EQUAL STRENGTH 7-DAY A HAVE SHALL CEMENT STRENGTH HIGH-EARLY WITH MADECONCRETE

PSI. 650 OF STRENGTH FLEXURAL 28-DAY A HAVE SHALL TRAFFIC VEHICULAR TO SUBJECT ON-GRADESLABS

CONCRETE PSI. 3500 OF STRENGTH COMPRESSIVE 28-DAY A HAVE SHALL WORK ALL FOR CONCRETESTRUCTURAL

MASONRY

476. C ASTM TO CONFORM SHALL GROUT 270. CASTM

IN SPECIFIED AS MORTARS" " TYPE FOR SPECIFICATIONS PROPORTIONING THE WITH COMPLY SHALL MORTARWORK.

FINISHED THE OF APPEARANCE THEFROM DETRACTING IMPERFECTIONS OTHER OR EDGES CHIPPED FROMFREE

BE SHALL AND APPEARANCE, SAME THE OF BE SHALL BUILDING ONE ANY IN UNITS PAINTED OREXPOSED-TO-VIEW

INDICATED. WORK THE COMPLETE TO REQUIRED SIZES, AND SHAPES SPECIAL AND UNITS,BOND-BEAM

ANDINTEL, L HEADER, JAMB CLOSER, INCLUDE AND SIZE IN MODULAR BE SHALL UNITS.N-I" " GRADE,I" "TYPE

90, C ASTM TO CONFORMING UNITS HOLLOW-LOAD-BEARING WEIGHT NORMAL BE SHALL UNITS MASONRYCONCRETE

FABRICATIONS AND MISCELLANEOUSMETAL:

00. 50 05 SECTION SPECIFICATION TO CONFORM SHALL METAL FABRICATED AND MISCELLANEOUSALL

INSULATION BLANKET FIBERMINERAL

16. 21 07 SECTION SPECIFICATION TO CONFORM SHALL WORK INSULATIONALL

METAL SHEET ANDFLASHING

SEALANTSJOINT

00. 92 07 SECTION SPECIFICATION TO CONFORM SHALL SEALANTS JOINTALL

FRAMES AND DOORSSTEEL

13. 11 08 SECTION SPECIFICATION TO CONFORM SHALLFRAMES

AND DOORSSTEEL ALL WORK. THIS SUPPORT TO REQUIRED AS BE SHALL MATERIALS OF REMOVAL ANDDEMOLITION

RECOMMENDATIONS.S' MANUFACTURER PRODUCT THE WITH ACCORDANCE IN BE SHALL PROCEDURESINSTALLATION

OFFICER. CONTRACTING THE BY DIRECTED AS BE SHALL AND/OR MATERIALS EXISTINGH MATC SHALLPRODUCTS

REQUIRED. WHERE FRAMES AND DOORS METAL HOLLOW NEW INSTALL AND FURNISH SHALL CONTRACTORTHE

WINDOWSALUMINUM

HARDWAREDOOR

HARDWARE. INSTALLING AND FURNISHING TO PRIOR APPROVALFOR

OFFICER CONTRACTING THE TO SCHEDULE HARDWARE COMPLETE A SUBMIT SHALL CONTRACTOR THESPECIFIED.

AS BE SHALL OR APPLICABLE) (IFME SYST BUILDING OF REMAINDER MATCH SHALL SYSTEM KEYING USED. BESHALL

DESIGN PLAIN STANDARD' MANUFACTURERS A156.2. ANSI WITH ACCORDANCE IN TRIM WROUGHT FORREQUIREMENTS

THE TO CONFORM SHALL AND SHANK CAST AND KNOB WROUGHT WITH REQUIRED, AS SECTIONAL, ORHES

C IN 1-3/4 BY INCHES 7 MINIMUM ESCUTCHEON, BE SHALL LATCHES AND LOCKS MORTISE FOR TRIM FRONTS.ARMORED

HAVE SHALL LOCKS MORTISE ROUNDED. BE SHALL DOORS DOUBLE-ACTING FOR FRONTS LOCK DOOR. THE OFSHAPE

THE TO CONFORM OTHERWISE OR FRONTS BEVEL ADJUSTABLEAVEH SHALL OVER AND THICK INCHES 1-3/4DOORS

FOR LATCHES AND LOCKS TYPE MORTISE MANUFACTURER. SINGLE A OF PRODUCTS THE BE SHALL DEADLOCKSAND

LATCHSETS, LOCKSETS, POSSIBLE, EXTENT MAXIMUM THE TO A156.18. ANSI/BHMA ASSOCIATIONMANUFACTURERS

AND HARDWAREILDERSU B BHMA UNDER IDENTIFIED THOSE TO CONFORM SHALL FINISHES HARDWAREOFFICER.

CONTRACTING THE BY DIRECTED BE SHALL AND/OR MATERIALS EXISTING MATCH SHALL PRODUCTS FOLLOWS.AS

SPECIFIED AND DRAWINGS THE ON INDICATED AS HARDWARE DOOR INSTALL AND FURNISH SHALLOR CONTRACTTHE

GLAZING

FRAME. TO CAULK AND WINDOWS EXISTING ANDNEW

ON FILM MYLAR MM 6.5 INSTALL AND PROVIDE 00. 81 08 SECTION SPECIFICATION TO CONFORM SHALL GLAZINGALL

ASSEMBLIES SUPPORTMETAL

00. 22 09 SECTION SPECIFICATION TO CONFORM SHALL FRAMING SUPPORT METALALL

BOARDGYPSUM

214. GATHI W ACCORDANCE IN 5 LEVEL TOS' CEILING AND PARTITIONS, WALLS, BOARDGYPSUM

ALL FINISH 216. GA AND 214 GA 840, C ASTM WITH ACCORDANCE IN BOARD GYPSUM FINISH AND TAPE.W" "TYPE

OR,S" " TYPE,G" " TYPE 1002, C ASTM TO CONFORM SHALL SCREWS 1047. C ASTM TOONFORMC SHALLACCESSORIES

ALL 216. GA OR 840 C ASTM WITH ACCORDANCE IN MEMBERS FURRING AND FRAMING TO BOARD GYPSUM APPLYONLY.

MATERIALS FREE ASBESTOS FROM MANUFACTURED MATERIALS TREATING JOINT AND UNITS, BACKINGCEMENTITIOUS

TYPES, BOARD BACKING GYPSUM TYPES,D BOAR GYPSUM INSTALL AND PROVIDE SHALL CONTRACTORTHE

CEILINGSACOUSTICAL

BASE RESILIENT AND FLOORINGVCT

COATINGS ANDPAINTS

COATINGS RESINEPOXY

ACCESSORIESTOILET

13. 28 10 SECTION SPECIFICATION TO CONFORM SHALL ACCESSORIES TOILETALL

DUCTWORKHVAC

00. 00 23SECTION

SPECIFICATION TO CONFORM SHALL SYSTEMS EXHAUST AND VENTILATION, DISTRIBUTION, SUPPLY, AIR NEWALL

SYSTEMS HVAC OF BALANCING AND ADJUSTING,TESTING,

ASSOCIATION). NATIONALS' CONTRACTOR CONDITIONING AIR ANDMETAL

(SHEET SMACNA TO ACCORDANCE IN SYSTEMS HVAC NEW ALL BALANCE AND, ADJUST TEST, SHALL CONTRACTORTHE

PIPINGREFRIGERATION

INSULATION SYSTEMSMECHANICAL

PIPINGGAS

SECTION 07 60 00.

ALL MANUFACTURED COPINGS AND PREFINISHED METAL FLASHING SHALL CONFORM TO SPECIFICATION

CONFORM TO SPECIFICATION SECTION 08 51 13.00 20.

THE CONTRACTOR SHALL FURNISH AND INSTALL ALUMINUM WINDOW SYSTEMS WHERE REQUIRED. ALL WORK SHALL

)(AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR-CONDITIONING ENGINEERS, ASHRAE 15 AND 17.

(AIR-CONDITIONING AND REFRIGERATION INSTITUTE) REQUIREMENTS AND IN ACCORDANCE TO ASHRAE

THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW REFRIGERATION PIPING IN ACCORDANCE TO ARI

SURFACES SHALL MATCH THE EXISTING SURFACE DEPTH REQUIREMENTS.

CONCRETE PAVEMENT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. ALL REPLACEMENT

MATERIALS. BITUMINOUS HOT MIX MATERIALS SHALL MEET TxDoT REQUIREMENTS FOR TYPE "D" MATERIAL.

ALL STATE AND FEDERAL SAFETY REQUIREMENTS. ALL FINISH SURFACES SHALL MATCH THE EXISTING SURFACE

PIPE/CONDUIT, AT A DEPTH OF 12 INCHES BELOW FINISHED GRADE. ALL TRENCHING OPERATIONS SHALL CONFORM TO

INCHES FROM FINISHED GRADE. WARNING TAPE AND TRACER WIRES SHALL BE INSTALLED DIRECTLY ABOVE THE

REQUIRED. DIRECT BURIAL ELECTRICAL CABLE AND CONDUIT OR DUCT LINE SHALL HAVE A MINIMUM COVER OF 24

GRADES, WITH ALLOWANCE MADE FOR THE THICKNESS OF BASE MATERIAL, PAVEMENT, CURBS, OR TOPSOIL AS

FOR PIPES OF LESS THAN 24 INCHES INSIDE DIAMETER. TRENCHES SHALL BE BACKFILLED TO MATCH ADJACENT

INSTALLED. TRENCH WIDTH BELOW THE TOP OF PIPE SHALL NOT EXCEED 24 INCHES PLUS OUTSIDE DIAMETER (O.D.)

THE TRENCH SHALL BE EXCAVATED AS RECOMMENDED BY THE MANUFACTURER OF THE PIPE/CONDUIT TO BE

FIRESTOPPING

FAR REQUIREMENTS AND PERFORM ALL NECESSARY TESTS AS REQUIRED BY THIS CONTRACT.

CONSTRUCTION WORK ON A FEDERAL INSTALLATION, BE PROPERLY BONDED AND INSURED IN ACCORDANCE WITH

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LICENSES AND PERMITS TO PERFORM

RECOMMENDATIONS, AND ALL CONTRACT SPECIFICATIONS, SPECIAL PROVISIONS, TERMS, AND CONDITIONS. THE

STATE, AND FEDERAL LAWS AND REGULATIONS, INDUSTRY STANDARDS, MANUFACTURER'S SPECIFICATIONS AND

TRANSPORTATION NECESSARY TO COMPLETE THIS SCOPE OF WORK. ALL WORK SHALL COMPLY WITH ALL LOCAL, THE CONTRACTOR SHALL PROVIDE ALL PLANT, SUPERVISION, LABOR, MATERIALS, EQUIPMENT, SUPPLIES, AND

GENERAL SCOPE DESCRIPTION

CONFORMANCE WITH SPECIFICATION SECTION 09 51 00.

THE CONTRACTOR SHALL PROVIDE AND INSTALL ACOUSTICAL CEILINGS WHERE INDICATED ON THE DRAWINGS IN

MANUFACTURER.

IN MATCHING HEIGHT, SHAPE, AND COLOR. PROVIDE ADHESIVES FOR WALL BASE AS RECOMMENDED BY THE

STYLE B (COVED).PROVIDE 4-INCH HIGH AND MINIMUM 1/8 INCH THICK WALL BASE. FURNISH JOB FORMED CORNERS

OR EQUIVALENT.WALL BASE SHALL CONFORM TO ASTM F 1861, TYPE TS (VULCANIZED THERMOSET RUBBER)

INSTALL VCT - ONLY IN DESIGNATED OFFICE AREAS OF THE FACILITY. VCT SHALL BE ARMSTRONG 51908 PEWTER, BATTLESHIP GRAY. ALL COLORS SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO APPLICATION.

FIRE LANES - RED WITH WHITE LETTERS; CONCRETE FLOORING - EPOXY PAINT SHERWIN WILLIAMS

SHERWIN WILLIAMS SW6090 JAVA; BOLLARDS (PIPE GUARDS), EXTERIOR DOOR STOPS- SAFETY YELLOW;

SHERWIN WILLIAMS SW6385 DOVER WHITE; DOORS, DOOR FRAMES, STAIRS / HANDRAILS, AND METAL TRIM -

THE FOLLOWING SPECIFIC PAINT SELECTIONS SHALL BE USED ON THIS PROJECT: INTERIOR WALLS / FINISHES -

ALL PAINTING AND COATING MATERIALS AND APPLICATIONS SHALL CONFORM TO SPECIFICATION SECTION 09 90 00.

STATED IN THE MANUFACTURERS PRINTED LITERATURE.

MANUFACTURERS RECOMMENDATIONS AND ADHERE TO ALL LIMITATIONS AND CAUTIONS FOR THE EPOXY RESIN AS

BE MIXED INTO THE COATING AND SHALL NOT SETTLE DURING APPLICATION. APPLY COATINGS PER THE

SLIP-RESISTANCE SHALL BE SUPPLIED BY THE MANUFACTURER OF THE SPECIFIC PRODUCT AND SHALL BE ABLE TO

ACCELERATORS; THE RATIO OF COMPONENT "A"; COMPONENT "B" SHALL BE 1 : 1 BY VOLUME; GRANULES FOR

THE EPICHLOROHYDRIN BISPHENOL "A" TYPE CONTAINING SUITABLE VISCOSITY CONTROL AGENTS, PIGMENTS, AND

COMPONENT "B" SHALL BE PRIMARILY A REACTION PRODUCT OF A SELECTED AMINE BLEND WITH AN EPOXY RESIN OF

"A" CONTAINING SUITABLE VISCOSITY CONTROL AGENTS. IT SHALL NOT CONTAIN BUTYL GLYCIDYL ETHER.;

SHALL CONSIST OF THE FOLLOWING: COMPONENT "A" SHALL BE AN EPOXY RESIN OF DIGLYCIDILETHER OF BISPHENOL

REGULATIONS OF LOCAL, STATE AND FEDERAL AUTHORITIES HAVING JURISDICTION. EPOXY RESIN COATING MATERIAL

WEATHER CONDITIONS REQUIRED BY THE MANUFACTURER OR AS MODIFIED BY APPLICABLE RULES AND

SUCCESSFUL TRACK RECORD OF 5 YEARS OR MORE. INSTALL MATERIALS IN ACCORDANCE WITH ALL SAFETY AND

DRAWINGS. THE CONTRACTOR SHALL BE QUALIFIED IN THE FIELD OF CONCRETE REPAIR AND PROTECTION WITH A

THE CONTRACTOR SHALL FURNISH AND APPLY EPOXY RESIN COATINGS AT THE LOCATIONS INDICATED ON THE

BUILDING 12011.

THE INTENT OF THIS CONTRACT IS TO COMPLETELY RENOVATE THE CORE AND SHELL OF

C-101N

SITE PLAN - UTILITIES

SCALE: 1" = 40'

SCALE (FEET)

0 40 8020

C

C

S

IT

E P

L A

N

KEYED NOTES:

STONES, GEOFABRIC, ECT.

DEMO OUTDOOR STRUCTURES, LANDSCAPE

NOTES:

6 PARALLEL CURB RAMP

GEOFABRIC INFILL.

RETAINING WALL. 4" GRAVEL OVER

INTERLOCKING LANDSCAPE BLOCK

TWO STEPPED LANDSCAPE TERRACE W/

EDGE

CONC, W/#5 BAR 12" O.C.E.W. 3/4" CHAMFER

MECHANICAL SLAB - 16'X16'X8", 3000 PSI

7.

6.

. 5

. 8

EDGE.

AND METAL LANDSCAPE EDGE AT OUTSIDE

4" GRAVEL BED W/ GEOFABRIC BASE LAYER,

SOD

. 3

DEMO TREE AND GRIND STUMP

1.

1 .

4 ..

NEW SIDE WALK

9 DEMO LANDSCAPE STONES, GEOFABRIC.

9 .

8 .

CRAWL SPACE VENTILATION WELL TUBE AT TERRACED AREA.

REPLACE MISSING CRAWL SPACE VENTILATION WELL TUBES AND ELEVATE 8.

DRAIN SYSTEM. ELEVATE DOWNSPOUT BOOT AT TERRACED AREA.

REMOVE BLOCKAGES AND RECONNECT ALL DOWNSPOUT BOOTS TO STORM 7.

CONFIGURATION SHOWN.

DEMO EXISTING SIDEWALKS TO MAKE WAY FOR NEW SIDEWALKS IN 6.

OF CURB AT STREET.

RESOD GRASS TO 10' PAST OUTSIDE EDGE OF NEW SIDEWALKS AND TO BACK 5.

GRADE PERMITTER OF BUILDING TO DRAIN.4.

METAL LANDSCAPE EDGE AT OUTSIDE EDGE.

AT PERMITTER OF BUILDING; 4" GRAVEL BED W/ GEOFABRIC BASE LAYER, AND 3.

LANDSCAPING FABRIC, LANDSCAPE STONE, LANDSCAPE BLOCKS, ECT.

AT ALL PLANTER BEDS/FOUNDATION PLANTINGS; REMOVE ALL PLANTINGS, 2.

AT BUILDING SIGN, REMEDIATE LBP.1.

RAIL TO GRADE

RECONSTRUCT STAIR/RAMP W/1 1/2" DIA. PTD HAND

DEMO EXISTING STAIR AT ENTRY AND

10 .

11 .

R J

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-A

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NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

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IN

E E

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R

B

L D

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SCALE: 3/16" = 1'N 101

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0 4 8

SCALE (FEET)

12FLOOR PLAN

LEGEND:

W

WCO

G

F

T

ST

R

EXISTING TELECOMMUNICATION MANHOLE

EXISTING WASTEWATER VALVE

EXISTING WASTEWATER MANHOLE

EXISTING WASTEWATER CLEANOUT

EXISTING SANITARY SEWER EQUIPMENT

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING WATER METER

EXISTING GAS VALVE

EXISTING GAS REGULATOR

EXISTING COMMUNICATIONS PEDESTAL

EXISTING ELECTRIC METER

EXISTING RISER

EXISTING TRANSFORMER - POLE MOUNTED

EXISTING POWER POLE

EXISTING LIGHT POLE

EXISTING TRAFFIC SIGNAL

EXISTING FENCE LINE

EXISTING WATER LINE

EXISTING TELECOMMUNICATION DUCTBANK

EXISTING STORM DRAIN LINE

EXISTING SANITARY SEWER LINE

EXISTING GAS LINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING OVERHEAD ELECTRIC LINE

EXISTING OVERHEAD COMMUNICATIONS LINE

12010

12011

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R J

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NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

IN

E E

R D

R

B

L D

G

F O

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O O

D T

E X

A S

P U

B L

IC

W

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D

IR

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D a te

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W o rk s

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O J E

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A G

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N L

Y F

O R B

ID

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IN

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.D

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SEE

HANDICAPPED SIGN,

SCALE: 1/8" = 1'

SCALE (FEET)

0 8 164

C

C

6'-0" 5'-0"

6'- 0"

3' -0

1' -0

E X

IS

T

IN

G

EXISTING9'-0"9'-0"EXISTING

SPACE

HANDICAPPED

STRIPES

WHITE

PAINTED

NEW 4" WIDE

3'-0"

M A

X

:1

S L

O P

E

NEW CONCRETE SIDEWALK

NEW CONCRETE RAMP

TERMINATE CURB, SEE

GUTTER SEE

NEW CURB AND

C

C

HANDICAPPED PARKING LAYOUT PLAN

C

C

C

C

C

C

6'-0"6'-0"

4" THICK CONCRETE WALK

WELDED WIRE MESH

6"x6" W2.9 x W2.9

GUTTER LINE

SLOPE TO MEET

JOINT SEALANT

3/8" x 3/4" BUTT JOINT

FROM 0 TO 6" HIGH

CURB BEHIND VARIES

EXISTING PAVEMENT

SCALE: 3/8" = 1'

20 4 6

SCALE (FEET)

C

C

CURB-RAMP SECTION

HANDICAPPED

SLEEVE

BREAK-AWAY

STEEL POST

GRADE

FINISHED

SCALE: 1/2" = 1'

20 4

C

SCALE (FEET)

3 HANDICAP SIGNAGE

BORDER ON WHITE BACKGROUND

GREEN LETTERS, BLUE SYMBOL, &

BAKED ENAMEL

12" X 18" HANDICAP SIGN

APPLICABLE

WHITE BACKGROUND, WHERE

GREEN LETTERS & BORDER ON

BAKED ENAMEL

12" X 8" VAN-ACCESSIBLE SIGN

ACCESSIBLE

VAN

PARKING

RESERVED

CURB OR EDGE OF PAVEMENT.

SET POST 3' FROM OUTSIDE OF 3.

2-3/8" O.D., 16 GA.

DIPPED GALVANIZED STEEL,

POSTS SHALL BE TUBULAR HOT 2.

SHEETING ON 0.080 ALUMINUM.

SIGNS SHALL BE REFLECTIVE 1.

NOTES:

C

0'-4"0'-2 1/2 "

1'-5"0'-7"

2'-0"

/2

/4

/4 "0'-5 1/2 "

NO. 3 BAR

NO. 3 BAR

NO. 3 BAR

GUTTER LINE

TOE OF GUTTER

C

C

CONCRETE CURB AND GUTTER

NOT TO SCALE

/4

3'-0"

PLACEMENT

6 / C-101 FOR REINFORCING STEEL

REFER TO CURB AND GUTTER DETAIL TOP OF CURB

FACE OF CURB

TOP OF TOE

CONTRACTION JOINT

NO. 3 BARS CONTINUOUS

C

C

NOT TO SCALE

CURB TERMINAL DETAIL

0'-3" CLEAR

GUTTER LINE

NOT TO SCALE

SIDEWALK DETAILS

SECTION

CONTRACTION JOINT EXPANSION JOINT

0'- 1/8 "

0'- 1/2 "

/4

1/8" R

JOINT FILLER

EXPANSION

PREMOLDED

WELDED WIRE MESH

6" x 6" W2.9 x W2.9

DENSITY (ASTM D 1557)

OF MAXIMUM LABORATORY

COMPACTED TO AT LEAST 95%

4" AGGREGATE-BASE COURSE

(ASTM D 1557)

LABORATORY DENSITY

TO AT LEAST 90% OF MAXIMUM

6" RAW SUBGRADE COMPACTED

C

C

T

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A L N

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S-001

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A S

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P R -1

A

M E

N D

M E

N T

T

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O L

IC

IT

A T

IO

N

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

IN

E E

R D

R

B

L D

G

F O

R T H

O O

D T

E X

A S

P U

B L

IC

W

O R

K S

D

IR

E C

T O

R A

T E

D a te

D e s c ri p ti o n sivi

D secivreS & gn ir ee ni g n

E

D ir ec to rat eofPublic

W o rk s

P R

O J E

C T M

A N

A G

E R

P U

R P

O S

E S O

N L

Y F

O R B

ID

D

IN

G T

E C

H N

IC

A L E

X H

IB

IT

B

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/2

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A

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12011

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STRUCTURAL NOTES:

AND DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR CONTRACTOR QUALITY CONTROL.

STRUCTURAL SITE OBSERVATIONS ARE THE REQUIREMENTS OF THE STRUCTURAL ENGINEERNOTE:

C. NOTIFY COR AT LEAST 24 HOURS BEFORE EACH SITE OBSERVATION.

MATERIALS.

B. STRUCTURAL ROOF DECK: BEFORE WELDING AND/OR SCREWS ARE HIDDEN BY ROOFING

BY INSTALLATION OF ARCHITECTURAL FINISHES.

A. STRUCTURAL STEEL: BEFORE CONNECTIONS AND STRUCTURAL MEMBERS ARE HIDDEN

OBSERVATIONS:

WITH THE COR AND STRUCTURAL ENGINEER TO SET UP A SCHEDULE FOR THE FOLLOWING

PRIOR TO THE BEGINING OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE A MEETINGSO-1

SCHEDULE OF SITE OBSERVATIONS BY STRUCTURAL ENGINEER:

UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS FOR FUTURE LOADS.DL-5

* EXPOSURE CATEGORY.................................................N/A

* ULTIMATE DESIGN WIND SPEED..................................N/A

* RISK CATEGORY.............................................................N/A

WIND LOADS:DL-4

* GROUND SNOW LOAD...................................................N/A

SNOW LOAD:DL-3

* ROOF................................................................................20 PSF

UNIFORM DESIGN LIVE LOADING IS AS FOLLOWS:DL-2

WHICHEVER IS LARGER.

ARE CONSIDERED PERMANENT LOADS. MINIMUM ROOF DEAD LOAD IS 20 PSF OR ACTUAL LOAD

ARCHITECTURAL AND STRUCTURAL ITEMS, AND FIXED SERVICE EQUIPMENT. ALL DEAD LOADS

BUILT-IN PARTITIONS, FINISHES, CLADDING AND OTHER SIMILARLY INCORPORATED

BUILDING, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS, ROOFS, CEILINGS, STAIRWAYS, DEAD LOADS INCLUDE THE WEIGHT OF CONSTRUCTION MATERIALS INCORPORATED INTO THEDL-1

DESIGN LOADS:

ALL WELDS EXPOSED TO VIEW SHALL BE CLEANED AND GROUND SMOOTH.SS-12

REQUIREMENTS AT NO ADDITIONAL COST TO THE GOVERNMENT.

THICKNESSES CAN BE INCREASED AS REQUIRED TO ACCOMODATE ROLLING FABRICATION

REQUIRED MINIMUMS TO MEET STRENGTH AND DEFLECTION REQUIREMENTS. MEMBER

ROLLED MEMBER SIZES / THICKNESS INDICATED ON THE STRUCTURAL DRAWINGS ARESS-11

IMMEDIATE WORKING AREA OF ALL FIELD WELDING.

FIELD WELDING OPERATIONS. A FIRE EXTINGUISHER SHALL BE ON THE JOB SITE AND IN THE

CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL EXISTING STRUCTURES DURING ALLSS-10

TO ROOF INSTALLATION.

INSTALL DRY PACK UNDER BASE PLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR

DRY PACK UNDER BEARING PLATES BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS,

DRY PACK SHALL BE 4,000 PSI FIVE STAR NON-SHRINK GROUT OR EQUIVALENT. INSTALLSS-9

ON THE SHOP DRAWINGS.

TO FIELD WELDS OR FROM FIELD TO SHOP WELDS SHALL BE IDENTIFIED BY THE CONTRACTOR

COMPATIBILITY WITH THE CONSTRUCTION SEQUENCE. PROPOSED REVISIONS FROM SHOP

THE CONTRACTOR SHALL REVIEW SHOP AND FIELD WELD REQUIREMENTS FOR SS-8

FROM TABLE IV, PART 4 OF THE AISC MANUAL OF STEEL CONSTRUCTION.

OBTAIN AN ALL WELDED CONNECTION IT IS RECOMMENDEDSUCH CONNECTIONS BE CHOSEN

IN ACCORDANCE WITH TABLE III, PART 4 OF THE AISC MANUAL OF STEEL CONSTRUCTION. TO

IN FRAMED BEAM CONNECTIONS, WELDS MAY BE SUBSTITUTED FOR BOLTED CONNECTIONSSS-7

DETAILED BY OTHERWISE ON THE STRUCTURAL STEEL SHOP DRAWINGS.

A REGISTERED ENGINEER LICENSED IN THE STATE OF TEXAS FOR ALL CONNECTIONS

FABRICATOR SHALL PROVIDE CONNECTION DESIGN CALCULATIONS SEALED AND SIGNED BY

CONSTRUCTION. DIRECT TENSION INDICATOR (DTI) BOLTS SHALL BE PERMITTED. THE STEEL

"ALLOWABLE UNIFORM LOAD TABLES", SHOWN IN PART 2 OF THE AISC MANUAL OF STEEL

BE DESIGNED TO SUPPORT ONE-HALF THE TOTAL UNIFORM LOAD CAPACITY SHOWN IN THE

UNLESS NOTED OTHERWISE IN THE CONSTRUCTION DOCUMENTS, THE CONNECTIONS MUST

BOLTED CONNECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY.

FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". VISUAL INSPECTION OF

VISUALLY INSPECTED PER SECTIONS 8.1 AND 9.1 RESPECTIVELY OF THE "SPECIFICATION

SHEAR CONNECTIONS SHALL BE "SNUG-TIGHTENED JOINTS" AND SHALL BE INSTALLED AND

STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". JOINT TYPES FOR SIMPLE FRAMED

ASTM A325X BOLTS AND SHALL BE IN ACCORDANCE WITH THE "SPECIFICATION FOR

BOLTED BEAM CONNECTIONS SHALL BE SIMPLE FRAMED SHEAR CONNECTIONS USINGSS-6

CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION.

OF MEMBER WITH FILLET WELDS. UNLESS NOTED OTHERSISE ON THE PLANS, THE

STEEL MEMBERS SHALL BE CONNECTED USING CONTINUOUS, ALL AROUND/BOTH SIDES

OTHERWISE ON THE PLANS, ALL SHOP FABRICATED OR FIELD ASSEMBLED ADJOINING

OF WELDS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY. UNLESS NOTED

6.5 AND 6.9 OF THE AWS D1.1 "STRUCTURAL WELDING CODE-STEEL". VISUAL INSPECTIONS

ALL WELDS SHALL BE VISUALLY INSPECTED IN ACCORDANCE WITH SECTIONS

DRAWINGS. ALL WELDS SHALL BE PERFORMED USING E70XX SERIES LOW HYDROGEN RODS.

AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELDS AS SHOWN ON THE

ACCORDANCE WITH SECTION 4 OF THE AWS D1.1 "STRUCTURAL WELDING CODE-STEEL",

WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES, INSS-5

INSTALLED.

ANCHOR RODS PER GENERAL NOTE GN-8 ON THIS SHEET AFTER DRY PACK HAS BEEN

GN-8 ON THIS SHEET. ANCHOR RODS SHALL NOT BE GALVANIZED. CLEAN AND PAINT

STEEL SHALL BE CLEANED PER SSPC-SP2. STEEL SHALL BE GALVANIZED PER NOTESS-4

TUBE (Fy 46 ksi)......................................................................ASTM A500 GR.B

OTHER ROLLED SHAPES, PLATES, BARS..........................ASTM A36

BASE PLATES AND BEAM END PLATES..............................ASTM A572 Gr. 50

WIDE FLANGES......................................................................ASTM A992 Gr. 50

STEEL SHALL BE MEET WITH THE FOLLOWING REQUIREMENTS:SS-3

AMERICAN WELDING SOCIETY (AWS D1.1 AND AWS D1.3).

WELDING: CODE APPLICABLE EDITION OF THE STRUCTURAL WELDING CODE - STEEL, SS-2

STEEL BUILDINGS" OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC 360.

STRUCTURAL STEEL SHALL CONFORM TO THE 2010 "SPECIFICATION FOR STRUCTURALSS-1

STRUCTURAL STEEL:

SHALL BE REPAIRED TO EQUIVALENT OR BETTER CONDITION.

PROTECT ALL REMAINING EXISTING STRUCTURES. ANY DAMAGE TO AN EXISTING STRUCTUREGN-11

TO BE A CHECK OF THE QUALITY OR QUANTITY OF THE WORK.

STRUCTURAL CONTRACT DOCUMENTS. THESE LIMITED SITE OBSERVATIONS ARE NOT INTENDED

OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN ACCORDANCE WITH THE

PERIODIC SITE OBSERVATIONS BY THE STRUCTURAL ENGINEER ARE SOLEY FOR THE PURPOSEGN-10

THE CONTRACT DOCUMENTS.

WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH

OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE

PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY

THE ENGINEER SHALL NOT HAVE CONTROL OF, AND SHALL NOT BE RESPONSIBLE FORGN-9

ZINC-DUST BY WEIGHT, AND COMPLYING WITH THE DOD-P-21035A OR SSPC-PAINT 20.

PAINT SHALL HAVE A HIGH ZINC-DUST CONTENT WITH DRY FILM CONTAINING NO LESS THAN 95%

WITH GALVANIZING REPAIR PAINT IN ACCORDANCE WITH ASTM A780. THE GALVANIZING REPAIR

FIELD WELDS BOLTED CONNECTIONS AND ABRADED AREAS SHALL BE CLEANED AND "TOUCHED UP"

COATING BY THE HOT-DIP PROCESSAND ACCORDING TO ASTM A123. WHEN APPLICABLE,

ALL EXPOSED MISCELLANEOUS STEEL SHALL BE CLEANED AND GALVANIZED. APPLY ZINCGN-8

BE PROVIDED BY THE CONTRACTOR IN ALL DIRECTIONS.

ENCLOSED PERMANENTLY AS PER CONSTRUCTION DOCUMENTS. TEMPORARY BRACING SHALL

PARTIALLY COMPLETED STRUCTURE UNTIL ALL PERMANENT CONNECTIONS ARE MADE, AND

STRUCTURE. CONTRACTOR SHALL CONSIDER ALL CONSTRUCTION LOADS APPLIED TO THE

THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS A COMPLETEDGN-6

OBSERVATIONS.

GENERAL CONTRACTOR SHALL INSPECT JOB FOR COMPLETION BEFORE SCHEDULING ANYGN-5

STRUCTURAL STEEL SHOP DRAWINGSA.

DOCUMENTS. AS A MINIMUM, THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED:

WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT

WILL REVIEW SHOP DRAWINGS FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE

DRAWINGS SHALL NOT BE REPRODUCED FOR SHOP DRAWINGS. THE STRUCTURAL ENGINEER

BE REVIEWED BY THE GENERAL CONTRACTOR PRIOR TO FABRICATION. STRUCTURAL

COMPLETED SHOP DRAWINGS SHALL BE PROVIDED FOR ALL FABRICATED ITEMS AND SHALLGN-4

WITH THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS.

STRUCTURAL ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING

CONDITIONS THOROUGHLY WITH THE CONTRACT DOCUMENTS AND NOTIFY THE DPW

THE CONTRACTOR AND FABRICATOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS ANDGN-3

IN ALL AREAS WHERE CONDITIONSARE SIMILAR TO THOSE DESCRIBED IN DETAILS.

THE DETAILS DESIGNATED AS "TYPICAL DETAILS" APPLY GENERALLY TO THE DRAWINGSGN-2

DATED 1 OCTOBER 2013.

STRUCTURAL ADDITIONS ARE DESIGNED IN ACCORDANCE WITH UFC 4-010-01 WITH CHANGE 1GN-1

GENERAL:

ATFP GLAZING

GLAZING BITE OF NO LESS THAN 1.5 TIMES THE POLYCARBONATE THICKNESS.

GLASS FOR THE INNERMOST PANE AS A MINIMUM. FOR LAMINATED GLASS, PROVIDE A

RESISTANCE. FOR INSULATED GLASS UNITS (IUG), USE THE POLYCARBONATE OR LAMINATED

MINIMUM OF A 0.030 IN. (0.75MM) INTERLAYER OF MATERIAL DESIGNED FOR BLAST

GLASS CONSISTS OF TWO NOMINAL 1/8" IN (3MM) GLASS PANES BONDED TOGETHER WITH A

(6MM) NOMINAL POLYCARBONATE OR LAMINATED GLASS. THE 1/4" IN (6MM) LAMINATED

WINDOWS, CURTIAN WALLS, CLEARSTORIES, AND SKYLIGHS PROVIDE NO LESS THAN 1/4" IN

FOR GLAZING IN EXTERIOR BUILDING ELEMENTS SSUCH AS STOREFRONTS, DOORS,

3.11.1

REFERENCE UFC 4-010-01

ATFP-1MINIMUM GLAZING DESIGN CRITERIA IS AS FOLLOWS:

A-001

A N

D S

Y M

B O

L S

A B

B R

E V

IA

T

IO

R J

O N

E S

-A

P R -1

A

M E

N D

M E

N T

T

O S

O L

IC

IT

A T

IO

N

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

IN

E E

R D

R

B

L D

G

F O

R T H

O O

D T

E X

A S

P U

B L

IC

W

O R

K S

D

IR

E C

T O

R A

T E

D a te

D e s c ri p ti o n sivi

D secivreS & gn ir ee ni g n

E

D ir ec to rat eofPublic

W o rk s

P R

O J E

C T M

A N

A G

E R

P U

R P

O S

E S O

N L

Y F

O R B

ID

D

IN

G T

E C

H N

IC

A L E

X H

IB

IT

B

/1

/2

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ON CENTERO.C.

OUTSIDE DIAMETER

PLASTIC LAMINATE

QUARRY TILE

PROPERTY LINE

REFRIGERATOR

ROUGH OPENING

REINFORCED

ROOF DRAIN

REFER TO ...

SPECIFICATION

SQUARE FOOT

SOLID CORE

SUSPENDED

STRUCTURAL

STAINLESS STEEL

STAGGERED

TONGUE & GROOVE

TOP AND BOTTOM

WATER CLOSET

VINYL COMPOSITION TILE

UNLESS NOTED OTHERWISE

SPEC.

F.F. FINISH FLOOR

FLOW LINE

FULL SIZE

FOOT OR FEET

FLUORESCENT

FIRE HOSE CABINET

FACE OF CONCRETE

FACE OF BRICK

FOUNDATION

GALVINIZED

HOSE BIBB

HARDWOOD

HARDWARE

HOLLOW METAL

GYPSUM WALL BOARD

GENERAL CONTRACTOR

HOLLOW CORE

HANDICAPPED

G.C.

H/C

HR.

HDWD.

HDWE.

H.M.

HOUR

GWB

H.B.

H.C.

GYP.

GR.

GL.

GRADE

GYPSUM

GLASS

F.O.C.

FURR.

GA.

GALV.

FT.

F.S.

FTG.

FURRING

GAUGE

FOOTING

FLR.

FLUOR.

F.H.C.

F.L.

FIN.

FLOOR

FINISH

W/O

WD.

W.C.

W/

W

WITHOUT

WOOD

WITH

WEST

VCT

VER

VERT.

U.N.O.

TYP.

VERIFY

VERTICAL

TYPICAL

SUSP.

TER.

T & G

THK.

T/

T & B

TR.

TERRAZZO

THICK

TOP OF

TREAD

STD.

STL.

STRUC.

STIFF.

STAGG.

SQ. OR

S.S.

STANDARD

STEEL

STIFFENER

SQUARE

DRAWING

DOWNSPOUT

DIAMETER

DIAGONAL

DRINKING FOUNTAIN

EXISTING

ELEVATION

ELEVATION

ENCLOSURE

EXPANSION

EACH WAY

EXTERIOR

EQUIPMENT

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FIRE DEPARTMENT CONNECTION

FLOOR DRAIN

ELECTRIC WATER COOLER

FINISH SYSTEM

EXPANSION JOINT

EXTERIOR INSULATION AND

ELECTRICAL

EMERGENCY

EXT.

F.D.C.

F.E.C.

F.E.

F.D.

EXP.

E.W.C.

E.W.

EQ.

EMER.

ENCL.

EQUIP.

EQUAL

EL. ELEV.

ELEC.

ELEV.

(E)

EA.

E.I.F.S.

E.J.

EACH

DWG.

DS.

D.F.

DIA.

DN.

DIAG.

EAST

DOWN

SECT.

SIM.

SHT.

S.F.

S.C.

SCHED.

S

SECTION

SHEET

SIMILAR

SOUTH

SCHEDULE

R.O.

REQ'D.

RM.

RE:

R.D.

REFR.

REINF.

ROOM

REQUIRED

P.LAM.

Q.T.

R.A.F.

PR.

PLAS.

PLYWD.

RAISED ACCESS FLOOR

PAIR

PLASTER

PLYWOOD

OPP.

P.L.

PCT.

OH.

O.D.

OPG.

OPPOSITE

PRE-CAST

OPENING

OVERHEAD

INSIDE DIAMETER

LABORATORY

MANUFACTURER

MECHANICAL

NOT IN CONTRACT

MASONRY OPENING

MISCELLANEOUS

NOT TO SCALE

Clarify with Contracting Officer all abbreviations not listed.

ABOVE FINISHED FLOOR

AGGREGATE

ALUMINUM

ALTERNATE

BUILDING

BETWEEN

BLOCKING

BOTH WAYS

CAULKING

CONTINUOUS

CONCRETE

CERAMIC TILE

CONSTRUCTION

CONNECTION

APPROXIMATE

CONCRETE MASONRY UNIT

CONTROL JOINT

BUILT UP ROOFING

ARCHITECTURAL

B.W.

CONC.

CONSTR.

DET./DTL.

C.T.

DEG.

CONT.

CONN.

DETAIL

DEGREE

CLKG.

CLR.

COL.

C.M.U.

C.J.

CLG.

COLUMN

CLEAR

CEILING

BOARDBD.

BM.

BTWN.

BOT.

B.U.R.

BLDG.

BLK

BLK'G.

BEAM

BOTTOM

BLOCK

APPROX.

ALT.

ARCH.

A.F.F.

AGGR.

AL.

N.T.S.

NOM.

N.I.C.

NO.

N

NUMBER

NOMINAL

NORTH

M.O.

MUL.

MTL.

MISC.

M.H.

MFR.

MEMB.

MIN.

METAL

MULLION

MANHOLE

MEMBRANE

MINIMUM

LT.

MECH.

MAX.

LAB.

LAM.

LAV.

LIGHT

MAXIMUM

LAVATORY

LAMINATE

JNT.

JST.

KIT.

INT.

JAN.

JOINT

JOIST

KITCHEN

INTERIOR

JANITOR

ANCHOR BOLT

ACOUSTICAL CEILING TILE

ABBREVIATIONS

A.B.

A.C.T.

INSUL.

I.D.

INSULATION

F.R.P. FIBERGLASS-REINFORCED PLASTIC

E

VERIFY IN FIELDV.I.F.

G.F.G.I. GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

NOTE:

COMPRESSED AIRC.A.

RISERR.

B.O.S. BOTTOM OF SOFFIT

BELOW FINISHED FLOORB.F.F.

SIM. OP. SIMILAR OPPOSITE HAND

HAND

FDN.

F.O.B.

GENERAL PLAN NOTES:

FINISH FLOOR

FLOW LINE

FULL SIZE

FOOT OR FEET

FLUORESCENT

FIRE HOSE CABINET

FACE OF CONCRETE

FACE OF BRICK

FOUNDATION

FURRING

FOOTING

FLOOR

FINISH

DRAWING

DOWNSPOUT

DIAMETER

DIAGONAL

DRINKING FOUNTAIN

EXISTING

ELEVATION

ELEVATION

ENCLOSURE

EXPANSION

EACH WAY

EXTERIOR

EQUIPMENT

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FIRE DEPARTMENT CONNECTION

FLOOR DRAIN

ELECTRIC WATER COOLER

FINISH SYSTEM

EXPANSION JOINT

EXTERIOR INSULATION AND

ELECTRICAL

EMERGENCY

EQUAL

EACH

EAST

DOWN

ABOVE FINISHED FLOOR

AGGREGATE

ALUMINUM

ALTERNATE

BUILDING

BETWEEN

BLOCKING

BOTH WAYS

CAULKING

CONTINUOUS

CONCRETE

CERAMIC TILE

CONSTRUCTION

CONNECTION

APPROXIMATE

CONCRETE MASONRY UNIT

CONTROL JOINT

BUILT UP ROOFING

ARCHITECTURAL

DETAIL

DEGREE

COLUMN

CLEAR

CEILING

BOARD

BEAM

BOTTOM

BLOCK

ANCHOR BOLT

ACOUSTICAL CEILING TILE

FIBERGLASS-REINFORCED PLASTIC

COMPRESSED AIR

BOTTOM OF SOFFIT

BELOW FINISHED FLOOR

ON CENTER

OUTSIDE DIAMETER

PLASTIC LAMINATE

QUARRY TILE

PROPERTY LINE

REFRIGERATOR

ROUGH OPENING

REINFORCED

ROOF DRAIN

REFER TO ...

GALVINIZED

HOSE BIBB

HARDWOOD

HARDWARE

HOLLOW METAL

GYPSUM WALL BOARD

GENERAL CONTRACTOR

HOLLOW CORE

HANDICAPPED

HOUR

GRADE

GYPSUM

GLASS

GAUGE

ROOM

REQUIRED

RAISED ACCESS FLOOR

PAIR

PLASTER

PLYWOOD

OPPOSITE

PRE-CAST

OPENING

OVERHEAD

INSIDE DIAMETER

LABORATORY

MANUFACTURER

MECHANICAL

NOT IN CONTRACT

MASONRY OPENING

MISCELLANEOUS

NOT TO SCALE

NUMBER

NOMINAL

NORTH

METAL

MULLION

MANHOLE

MEMBRANE

MINIMUM

LIGHT

MAXIMUM

LAVATORY

LAMINATE

JOINT

JOIST

KITCHEN

INTERIOR

JANITOR

INSULATION

GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

RISER

SPECIFICATION

SQUARE FOOT

SOLID CORE

SUSPENDED

STRUCTURAL

STAINLESS STEEL

STAGGERED

TONGUE & GROOVE

TOP AND BOTTOM

WATER CLOSET

VINYL COMPOSITION TILE

UNLESS NOTED OTHERWISE

WITHOUT

WOOD

WITH

WEST

VERIFY

VERTICAL

TYPICAL

TERRAZZO

THICK

TOP OF

TREAD

STANDARD

STEEL

STIFFENER

SQUARE

SECTION

SHEET

SIMILAR

SOUTH

SCHEDULE

VERIFY IN FIELD

SIMILAR OPPOSITE HAND

GENERAL PROJECT NOTES:

DEMOLITION NOTES:

OPERATIONS," NFPA 214-2009.

RECOMMENDATIONS IN THE "BUILDING CONSTRUCTION AND DEMOLITION

WORK SHALL COMPLY WITH OSHA REQUIREMENTS AND LOCAL CODES. OBSERVE 12.

ARCHITECTURAL PLANS, ELEVATIONS AND SCHEDULES.

COORDINATE LOCATIONS AND DIMENSIONS FOR NEW OPENINGS WITH 11.

OF THE HAZARDOUS MATERIAL SURVEYS ON FILE WITH THE D.P.W.

ASBESTOS AND OTHER HAZARDOUS MATERIALS AS PER THE RECOMMENDATIONS

IN ALL AREAS AFFECTED BY DEMOLITION WORK AND NEW WORK; REMOVE ALL10.

COORDINATE WITH ELECTRICAL AND MECHANICAL DEMOLITION WORK.9.

THE COMMUNICATION ROOM.

DEMOLITION AND CONSTRUCTION UNTIL IT IS EXTENDED AND TERMINATED IN

EQUIPMENT THAT REMAINS SHALL BE PROTECTED FROM DAMAGE DURING

PANELS SHALL BE REMOVED PER THAT DISCIPLINE'S DRAWINGS. ANY

ALL COMM/DATA AND TELEPHONE DEVICES, BOXES, CABLES, CONDUITS AND8.

MATERIALS.

TO THE REMOVAL OF ANY EXISTING MATERIALS OR CONSTRUCTION OF NEW

VERIFY EXISTING CONDITIONS INHERENT WITHIN THE SCOPE OF WORK, PRIOR 7.

ACCORDANCE WITH THE ELECTRICAL DEMO DRAWINGS.

CIRCUITS CONDUCTORS AND CONDUITS BACK TO PANEL BOARDS, IN

OUTLETS, SWITCHES, LIGHT FIXTURES, PANEL BOARDS, ETC.) WITH BRANCH

REMOVE ALL ELECTRICAL DEVICES (POWER RECEPTACLES, EQUIPMENT6.

EXISTING CONDITIONS AND NOTIFY C.O.R. OF ANY DISCREPANCIES.

FROM DAMAGE AND DUST DURING DEMO AND CONSTRUCTION. VERIFY ALL

ELECTRICAL DEVICES AND EQUIPMENT THAT REMAIN SHALL BE PROTECTED 5.

TASK.

DEMOLISH AND REPAIR ANY OBSTRUCTION AS NECESSARY TO COMPLETE

MECHANICAL SYSTEMS OR INSTALLATION OF A NEW ITEM, CONTRACTOR SHALL

WHERE PLANS INDICATE THE REMOVAL OF AN ITEM INCLUDING PLUMBING AND4.

COMPLETE NEW WORK.

OF DEMOLITION. DEMOLITION SHALL BE ACCOMPLISHED AS NECESSARY TO

STARTING CONSTRUCTION. ITEMS ON PLAN MAY NOT REFLECT THE ENTIRETY

DRAWINGS. CONTRACTOR SHALL VERIFY EXACT CONDITIONS PRIOR TO

BUILDING PLANS AND DETAILS ARE BASED ON EXISTING CONSTRUCTION3.

ALL FLOORING MATERIAL AND CEILINGS SHALL BE REMOVED.2.

OPEN PIPES AND DRAINS DURING WORK TO PREVENT FOREIGN OBJECT ENTRY.

REMOVE ALL CASEWORK, SHOWERS, TOILETS AND LAVATORIES. COVER ALL

ALL DEMOLITION SHALL OCCUR ONLY IN OCCUPIED SPACES UNLESS NOTED.1.

COMPLETE SET WILL BE AVAILABLE THROUGH THE C.O.

REFER TO EXISTING AS-BUILT DRAWINGS FOR ADDITIONAL INFORMATION. A16.

OR UNKNOWN CONDITIONS ARE ENCOUNTERED.

VERIFICATION. CONTACT THE CONTRACTING OFFICER (C.O.) IF ANY DEVIATIONS

CONDITIONS SHOWN ARE BASED ON EXISTING DRAWINGS AND MINIMAL FIELD 15.

DEBRIS, MATERIALS AND/OR EQUIPMENT.

THIS INCLUDES DAMAGE TO ADJACENT SURFACES CAUSED BY TRANSPORTING

MATERIALS AND STRUCTURES DAMAGED DURING THE PROGRESS OF THIS WORK.

CONTRACTOR SHALL BE HELD RESPONSIBLE TO PROMPLTY REPAIR ANY ITEMS, 14.

IDENTIFIED AS "IN SERVICE" OR "DISCONNECTED."

ALL OVERHEAD AND UNDERGROUND UTILITIES IN THE VICINITY ARE KNOWN AND

UTILITIES IN THE AREA OF DEMOLITION WORK. BE SURE THAT THE LOCATIONS OF

BEFORE STARTING WORK, ARRANGE WITH THE D.P.W. TO DISCONNECT ALL13.

NOTED OTHERWISE.

LOCATE HINGE SIDE OF ALL NEW DOORS 4” FROM ADJACENT PERPENDICULAR WALLS, UNLESS 11.

REQUIRE FIELD VERIFICATION FOR EXACT LOCATIONS AND DIMENSIONS.

SET OF DRAWINGS AS A REFERENCE ONLY TO THE EXISTING BUILDING STRUCTURE AND SHALL

THE STRUCTURAL GRID LINES AND GRID LINE IDENTIFICATION MARKERS ARE NOTED ON THS 10.

DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.9.

DAMAGED DURING THE CONSTRUCTION PROCESS.

PATCH AND REPAIR ANY MATERIALS / FINISHES / SYSTEMS TO LIKE NEW CONDITION OR ITEMS 8.

MATERIAL SURVEYS ON FILE WITH DIRECTORATE OF PUBLIC WORKS.

AND OTHER HAZARDOUS MATERIALS AS PER THE RECOMMEDATIONS OF THE HAZARDOUS

IN ALL AREAS AFFECTED BY DEMOLITION WORK AND NEW WORK; REMOVE ALL ASBESTOS 7.

COORDINATE THESE FINISHES WITH THE C.O.

DEFINED BY THE MOST RECENT VERSION OF THE INSTALLATION DESIGN GUIDE (IDG).

THE A-E AND THAT SHALL BE CONSISTENT WITH THOSE TYPICALLY USED ON FORT HOOD AS

TO INDICATE FINISH MATERIALS AND COLORS THAT ARE NOT SPECIFICALLY INDENTIFIED BY

THE TERM “BUILDING STANDARDS” MAY BE USED WITHIN THE CONSTRUCTION DOCUMENT 6.

THEREIN, NOTIFY C.O. IMMEDIATELY FOR DETERMINATION OF INCLUSION OF THE WORK.

THE CONSTRUCTION DOCUMENTS. IF ITEMS ARE NOT SHOWN OR FULLY COORDINATED

COORDINATE ALL ARCHITECTURAL AND ENGINEERING REQUIREMENTS IDENTIFIED WITHIN 5.

EXECUTION OF THE WORK.

ALL MISCELLANEOUS ITEMS NOT SPECIFICALLY NOTED BUT REQUIRED FOR THE PROPER

PROVIDE COMPLETE AND OPERATIONAL BUILDING SYSTEMS / COMPONENTS AND PROVIDE 4.

AND BUILDING CONSTRUCTION STANDARDS.

VERIFY, COORDINATE AND COMPLY WITH ALL CURRENT APPLICABLE BUILDING CODES 3.

OF ANY WORK.

FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO THE COMMENCEMENT 2.

AND / OR DESIGN INTENT BEFORE PROCEEDING WITH ANY WORK.

OFFICER (C.O.) REGARDING ANY QUESTIONS ABOUT THE EXISTING CONDITIONS

SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE CONTRACTING

BE ACCOMPLISHED AS SHOWN, PRIOR TO PROCEEDING. THE CONTRACTOR

ITSELF WITH ALL FIELD CONDITIONS AND CONFIRMING THAT THE WORK SHALL

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING 1.

UNO.

LOCATE HINGE SIDE OF ALL NEW DOORS 4" FROM ADJACENT PERPENDICULAR WALLS,17.

REFURBISH ALL EXISTING DOOR FRAMES TO REMAIN.16.

SEE DRAWING A-602 & A-603 FOR FINISH SCHEDULE, SELECTIONS AND MATERIALS.15.

SEE DRAWING A-601 FOR DOOR DETAILS.14.

WINDOW LEGEND AND A-604 SIGNAGE DETAILS.

SEE DRAWINGS A-601 FOR DOORS, DOOR FRAMES, DOOR SCHEDULE, 13.

EXTERIOR ELEVATIONS FOR WINDOW TYPES.

PROVIDE ALL NEW WINDOWS AT EXISTING WINDOW OPENING LOCATIONS. SEE 12.

CONSTRUCTION.

THE ADJACENT CONSTRUCTION TYPE WHETHER EXISTING TO REMAIN OR NEW

EXTERIOR MATERIALS, FINISHES AND SYSTEMS TO REMAIN, TYPICAL U.N.O. MATCH

PATCH, REPAIR AND PAINT TO LIKE NEW CONDITION ALL EXISTING INTERIOR AND 11.

BATHROOM ACCESSORIES AND ACCESSIBILITY REQUIREMENTS.

PROVIDE BLOCKING FOR WALL MOUNTED ACCESSORIES, INCLUDING DOORSTOPS, 10.

ALL DEMO WORK SHALL BE PATCHED TO MATCH SURROUNDING FINISHES.9.

ALL EXISTING HOLLOW METAL DOORS SHALL BE PAINTED PER FINISH SCHEDULE.8.

FINISH SCHEDULE.

ALL NEW GYPSUM WALLBOARD SURFACES SHALL BE TEXTURED AND PAINTED PER 7.

ALL INTERIOR WOOD DOORS SHALL BE FINISHED PER FINISH SCHEDULE.6.

OTHERWISE.

ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD DOORS EXCEPT WHERE NOTED 5.

ALL SPACES SHALL RECEIVE NEW CEILING PER FINISH SCHEDULE.4.

ALL SPACES SHALL RECEIVE NEW FLOORING PER FINISH SCHEDULE.3.

AT/FP CRITERIA.

STRUCTURAL SUPPORTING MEMBERS FOR ALL WINDOWS DO NOT NEED TO MEET

AS PER THE DIRECTION OF THE D.P.W. ALL WINDOWS SHALL MEET AT/FP CRITERIA, 2.

PROCEEDING WITH WORK.

NOTIFY THE CONTRACTING OFFICER IN WRITING FOR CLARIFICATION PRIOR TO

OMISSIONS, OR COORDINATION ISSUES ARE FOUND, THE CONTRACTOR SHALL

DO NOT SCALE FROM DRAWINGS. IF DISCREPANCIES, INCONSISTENCIES, 1.

A-002

160 8

SCALE (FEET)

24LIFE SAFETY PLAN

C O

D E A

N A

L Y

S

IS

L

IF

E S

A F

E T

Y P

L A

N A

N D

CODE SUMMARY

MAXIMUM DEAD END CORRIDOR (DE) = 50'3

MAXIMUM TOTAL TRAVEL DISTANCE (TD) = 200' 2

(LESS THAN 50 OCCUPANTS)

MAXIMUM COMMON PATH OF TRAVEL (CP) 75'1

KEYED NOTES:KEYED NOTES:

TRAVEL PATH

EXTINGUISHER

WITH 10# ABC DRY-CHEMICAL

SURFACE-MOUNTED BRACKET TYPE

CHEMICAL EXTINGUISHER

CABINET WITH 10# ABC DRY-

SEMI-RECESSED STEEL NON-LOCKING

FEC

FEB

LEGEND:

SEPARATION OVER 30 FEET.

WALLS NOT REQUIRED, DUE TO BUILDING

FIRE-RESISTANCE RATING OF EXTERIOR

NOT FIRE-RESISTANCE RATED.

NON-COMBUSTIBLE,

TYPE II-B

CONSTRUCTION:

NFPA 101, 2009 (LIFE SAFETY CODE)

INTERNATIONAL BUILDING CODE (2009)

FIRE PROTECTION FOR FACILITIES

UFC 3-600-01, WITH CHANGE 1, 14 JULY 2009

GENERAL BUILDING REQUIREMENTS

UFC 1-200-01, 16 AUG., 2010

REFERENCE:

IBC 506.2.

AREA = 6,119 SF (40,250 SF ALLOWABLE) PER

GROUP B OCCUPANCY:

BUILDING SIZE:

ORDINARY (MODERATE) HAZARD

FACILITY CONTENTS ARE CLASSIFIED AS

CHAPTER 39

AND IN ACCORDANCE WITH NFPA 101,

WITH INCIDENTAL USES PER IBC SECTION 304.1,

THE FACILITY IS CLASSIFIED AS B OCCUPANCY

CLASSIFICATIONS:

WITH IBC 2009,TABLE 503 AND SECTION 506.

*ALLOWABLE HEIGHTS AND AREAS ARE IN ACCORDANCE

HEIGHT = 55 FEET / 3-STORIES

OCCUPANTS = 62 (TOTAL)

AREA = 6,119 GSF (TOTAL WITH 1/2 PORCH)

OCCUPANT LOAD:

SCALE: 3/16" = 1'

R J

O N

E S

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

IN

E E

R D

R

B

L D

G

F O

R T H

O O

D T

E X

A S

P U

B L

IC

W

O R

K S

D

IR

E C

T O

R A

T E

D a te

D e s c ri p ti o n sivi

D secivreS & gn ir ee ni g n

E

D ir ec to rat eofPublic

W o rk s

P R

O J E

C T M

A N

A G

E R

P U

R P

O S

E S O

N L

Y F

O R B

ID

D

IN

G T

E C

H N

IC

A L E

X H

IB

IT

B

/1

/2

:0

:3

A

M

12011

AD015161P

R J

O N

E S

B U

IL

D

IN

G

R

E N

O V

A T

IO

N

/0

/2

G E

N G

S

V C \P ro j\

A D

P B

L D

G

R

E P

A

IR

\F lo o rp la n s

D e s ig n \A -0

.d g n

TD=49'

TD=73'

TD=70'

TD=76'

TD=51'

TD=51'

DE=19'

TD=54'

DE=8'

D E

FEC

FEC

FEC

FEC

FEC FEC

FEB

ROOM

CONFERENCE

OFFICE

OFFICE

OFFICE

REST ROOM

OFFICE

OFFICE

OFFICE

RR

WOMANS

RR

MENS

HALL

HALL

HALL

JAN.

HALL

HALL

HALL

OFFICE

COMMS

OPEN OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

MECHANICAL

A-101

L

O O

R P

L A

N R J

O N

E S

GENERAL NOTES

1. INSTALL NEW FIRE ALARM/MASS NOTIFICATION SYSTEM:

MONACO ANTENNA ON NORTH SIDE OF BUILDING OUTSIDE OF MECHANICAL ROOM.

IAW UFC 4-021-01. INSTALL NEW MONACO BT-XM IN MECHANICAL ROOM. INSTALL NEW

ENTIRE BUILDING. FIRE ALARM MUST BE IN ACCORDANCE WITH UFC 3-600-01. MNS MUST BE

DESIGN AND INSTALL NEW COMBINATION FIRE ALARM/MASS NOTIFICATION SYSTEM FOR

-A

P R -1

A

M E

N D

M E

N T

T

O S

O L

IC

IT

A T

IO

N

1 1

1 1 1

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

IN

E E

R D

R

B

L D

G

F O

R T H

O O

D T

E X

A S

P U

B L

IC

W

O R

K S

D

IR

E C

T O

R A

T E

D a te

D e s c ri p ti o n sivi

D secivreS & gn ir ee ni g n

E

D ir ec to rat eofPublic

W o rk s

P R

O J E

C T M

A N

A G

E R

P U

R P

O S

E S O

N L

Y F

O R B

ID

D

IN

G T

E C

H N

IC

A L E

X H

IB

IT

B

D

A T

E

T

IM

E

12011

AD015161P

R J

O N

E S

B U

IL

D

IN

G

R

E N

O V

A T

IO

N

/0

/2

F

IL

E L

7'-2"

37'-0"10'-2"

0'-10"

72'-0"

56'-1"

7'-11 1/2 "8'-2"

15'-11"

4'-2" 11'-10" 4'-2" 11'-10"

6'-2" 4'-2" 6'-1" 4'-2" 6'-1" 4'-2" 6'-2"

12'-0"11'-6"11'-6"1'-0"

9'-11" 9'-11" 9'-3"

1'-1"

11'-11"17'-2"5'-10"

0'-8" 5'-0"12'-10"

120'-0"

56'-0"

6'-2"4'-2"6'-1"4'-2"6'-1"4'-2"6'-6"5'-4"4'-7 1/2 "3'-9"4'-11 1/2 "3'-11"4'-2"5'-10"4'-2"13'-10"

48'-0"

64'-0"

4'-2"

1'-6"

5'-8"4'-9"

" 0'-10"

1'-1" 18'-7"

9'-1"1'-9" 8'-2" 14'-7"

1'-1" 18'-7"

3'-0"

0'-8" 3'-6" 6'-3"

12'-6"12'-2" 27'-3"

10'-5" 1'-4"

10'-5" 6'-0"

2'-0"

1'-0"

1'-1"

6'-7" 3'-10"

16'-0"

120'-0"

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

B

AA

A

A

F A C C

A

A

A

A

A

G

H

IJ

A101

A401

ROOM

CONFERENCE

OFFICE

OFFICE

OFFICE

REST ROOM

OFFICE

OFFICE

OFFICE

RR

WOMANS

RR

MENS

HALL

HALL

HALL

JAN.

HALL

HALL

HALL

OFFICE

COMMS

OPEN OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

MECHANICAL

B

106A

A

104A

A

B

A101

A401

A A

D

A

A

A

A

A

A

B

B

B B B B B

B

B

BB B

B B B B

B BB

B

B

B

B B

B

B

B

B

B

B

C

C

C

GD

D D

D

D D D

D

D

DDDD

D

D

D

D

D

C

K K

C

C

C C C

F

L

E

E

F

EE

E F

J

JJ

J

J

A

A

7'-11 1/2 "

AA

E

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

AHU AHU AHU

AHU

WH-1

FD

FD

FDFD

FDFD

FD

FD

L O

C K

E R

S B

E N

C H

B E

N C

H

BENCHBENCH

S H

E L

V E

S

G

A101

A401

SCALE: 3/16" = 1'N 101

A

0 4 8

SCALE (FEET)

W x

W x

4"X4" TS COL.

4"X4" TS COL.

4"X4" TS COL.

FLOOR PLAN

A

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ROLLER SHADE ROLLER SHADE

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ROLLER SHADEROLLER SHADEROLLER SHADE

ROLLER SHADE ROLLER SHADEROLLER SHADE

ROLLER SHADE

ROLLER SHADE ROLLER SHADEROLLER SHADEROLLER SHADE

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A-102

KEYED NOTES:

GENERAL REFLECTED CEILING PLAN NOTES:

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160 8

SCALE (FEET)

24REFLECTED CEILING PLAN

SCALE: 3/16" = 1'

OPEN TO DECK

HARD LID CEILING

FINISH SCHEDULE

2'-0" x 2'-0" ACOUSTICAL CEILING TILE AND ACOUSTICAL CEILING GRID PER

OPEN TO DECK

2 2

11'-0" CEILING HEIGHT

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8'-0" CEILING HEIGHT UNO.6.

SEE DRAWING A-602 FOR FINISH SCHEDULE WITH CEILING MATERIALS AND FINISHES .5.

GRID SHALL BE INSTALLED LEVEL; ELEVATION PER THE FINISH SCHEDULE.

OF ACOUSTICL CEILING TILES AT THE ROOM PERIMETER. ACOUSTICAL CEILING

GRID SHALL BE INSTALLED CENTERED IN THE ROOM TO ALLOW MINIMAL CUTTING

UNLESS OTHERWISE NOTED ACOUSTICAL CEILING TILE OR ACOUSTICAL CEILING4.

CEILINGS.

PROVIDE MOISTURE RESISTANT GYPSUM WALLBOARD AT LATRINE AND SHOWER 3.

PENETRATIONS SHALL RECEIVE FIRE-SAFING.

PROVIDED WITH NECESSARY FRAMING AND BRACING. FIRE RATED

ALL DUCT PENETRATIONS THROUGH CEILING ASSEMBLY AND WALLS SHALL BE 2.

PROCEEDING WITH WORK.

NOTIFY THE CONTRACTING OFFICER IN WRITING FOR CLARIFICATION PRIOR TO

OMISSIONS, OR COORDINATION ISSUES ARE FOUND, THE CONTRACTOR SHALL

DO NOT SCALE FROM DRAWINGS. IF DISCREPANCIES, INCONSISTENCIES, 1.

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ROOM

CONFERENCE

OFFICE

OFFICE

OFFICE

REST ROOM

OFFICE

OFFICE

OFFICE

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WOMANS

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MENS

HALL

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HALL

JAN.

HALL

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HALL

OFFICE

COMMS

OPEN OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

MECHANICAL

N A-103 160 8

SCALE (FEET)

SCALE: 3/16" = 1'

GENERAL NOTES:

ROOF PLAN

after installation.

representative at the job site, on a 100% of the work verification actions taken by the manufacturer's

15. Submitt documentation of the testing and under the warranty.

resulting from leaks caused by any defects covered provision for coverage of consequential damages pooling water or biological growth and also has a system. The 15 year warranty does not exclude labor to install it. In the event of a defect in the repair or replacement of the roofing system, and the included at no additional cost and provides for the

14. A 60-mil roofing 15 year warranty shall be boots at raised terrace area north side of building.

Assume elevating and reconnecting two downspout downspout boots and leaders to storm drain laterals.

system, assume clearing and reconnecting

13.Contractor shall clear any blockage from roof drain the building.

membrane roofing system around the perimeter of

12.Install fascia bar with tan cover to terminate the perimeter.

11.Install nailer and metal edge around roof

1,000 square feet per manufacture specifications.

10.Contractor shall install 2-way breather vents every tan membrane shall be used.

9. Where parapet wall are visible from ground level, accordance with roofing specifications.

deck penetrations AND PARPET WALL in

8.Install prefabricated flashings around all curbs and coating of PVC material laminated to both sides.

anti-wicking polyester fabric and has a thermoplastic system that is fabricated of a wet inserted low shrink, prefabricated 60-mil single-ply membrane roofing

7.Contractor shall install a white, custom

RIGID INSULATION and mechanically fasten.

BOARD Dens-Deck installation over NEW R30

6.Contractor shall install ½-inch PROTECTION match existing.

with clip angle to support metal deck patching to existing restroom and mechanical room, infill opening

5. Remove existing roof fan and air intake stack over downspout.

4.Contractor shall replace to match all rain gutter and better membrane roofing system.

3.INSTALL a new Duro-Last, IB or Sarnafil 60 mil or

ASSOCIATED MATERIAL TO BE ACM.

2. ASSUME THE ROOFING MATERIAL AND

COMPONENTS TO DECK.

1.DEMO EXISTING ROOFING AND ASSOCIATED

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