20260122 - Drawings - Conversion warehouse to office spaces Bldg 504- Final.pdf

PDF 8 MB Posted May 19, 2026

Attached to: Renovation of Building 504
Solicitation number: W912C326BA003
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

About this file

Written by GovTribe AI · May 19, 2026

This is a set of architectural and engineering design drawings for the conversion of warehouse space to office spaces in Building 504 at Fort Buchanan, Puerto Rico. The project involves transforming approximately 51'2" by 75'0" of existing warehouse area into modern office facilities with multiple support spaces.

The design includes nine individual offices, multiple cubicles, a conference/meeting room, break room, two restrooms, an electrical room, and open office areas totaling approximately 3,800 square feet. Key architectural features include new suspended acoustic ceiling systems, vinyl composite tile flooring with three-color patterns in restrooms, new gypsum board partitions, and modified exterior and interior openings. The project specifies new double aluminum and glass entrance doors with panic devices, solid wood interior doors with hollow metal frames, and single-hung aluminum and glass windows. Finishes include paint per Sherwin Williams specifications and ceramic tile in restrooms. A new entrance canopy structure with stainless steel railings and non-shrink grouted posts is also included.

The mechanical systems include a new 20-ton HVAC package unit with variable frequency drive and DDC controls, five variable air volume boxes with digital thermostats, new ductwork with internal insulation, supply diffusers and return grills, and 180 CFM exhaust fans in restrooms connected to exterior gravity louvers. Electrical work includes new 150-amp lighting panel board, new 225-amp and 150-amp power panel boards, LED lighting fixtures, occupancy sensors, emergency lighting, exit signs, and fire alarm systems with smoke detectors and pull stations. Communications infrastructure includes new patch panels, cable trays, junction boxes, and Cat-5E cabling. The design also incorporates comprehensive plumbing for restrooms with PVC sanitary and vent lines, copper water supply lines with gate valves and water hammer arrestors, and floor drains with trap primers. Structural work includes a new concrete entrance ramp with stainless steel railings, spread and continuous footing details, and reinforced concrete specifications.

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PATRIOT BLVD.

CALABASH ST.

FLAMBOYAN ST.

HOWZE DRIVE

ISABELA STREET

DEPOT

RD.

FIRE LANE

MEMORIA

L D

RIV

PATRIOT BLVD.

RD.

PATRIOT BLVD.

VIC

R Y

D R

C O

SERVICE

N R

PATRIOT BLVD.

DOUBLE EAGLE AVENUE

GRA

S T.

SER

VIC

RD.

SERVICE

RD.

SOUTH

RD.

DEPOT

RD.

SOUTH TERMINAL RD.

NORTH TERMINAL RD.

R D

COCONUT GROVE

AVY W

Driving Range

Golf Course

RESERVATION BOUNDARY

P L

A Y

L D

G U

O S

S T.

DAVIS ST.

WHITNEY ST.

HENRY ST.

ATE

RD.

PATRIOT BLVD.

SOUTH TERMINAL RD.

X X

PERIM

ETER RD.

COLUMBUS ST.

PERIMETER

RD.

SOUTH G

ATE

R D

RESERVATION BOUNDARY

O S

SOUTH TERMINAL RD.

BORINQUENEER RD.

SANTO DOMINGO BARRACKS RD.

HENRY BARRACKS RD.

AIBONITO BARRACKS RD.

AGUADILLA BARRACKS RD.

MAYAGUEZ

N O

TER

AL R

'S G

WHITNEY ST.

N-

CALABASH ST.AU

HOWZE DRIVE

PERIMETER RD.

RVI

PERIMETER RD.

Golf Course

COURT NO. 1

COURT NO. 2

DOUBLE EAGLE AVENUE

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

C O

STITU

TIO

AVE.

FREEDOM'S GATEWAY

PLAY

GROUND

P1097

PN315

PN17

PRNG

REDINESS CENTER

S A

N T

O S

SANTIAGO ST.

130.8849

BORINQUENEER GATE

ELEMENTARY SCHOOL

HIGH SCHOOL

NEW DPW

FACILITY

MAXIE WILLIAMS

JR FIELD

Softball Field

GOLF COURSE

Basketball

Aqua Park

L A K E

MIDDLE SCHOOL

1,000,000 GAL.

WATER TANK

20 MVA SUBSTATION

LAS COLINAS

ELEMENTARY SCHOOL

NEW ANTILLES

Basketball Playground

Softball

Court

USAR

CENTER

Baseball

Picnic

FAC NO. 7

Picnic

79 80

68 66

255 254

218 220

396366

1234 1231

829 831

Area

Maxie Williams Parking

10771075

Court

COMMISSARY AND PX

WASH

RACK

820821

01094

PN218

PN202

PN1140

PN376

PN192

353 357

354 356

PN021

PN1339

PN404

10741138

1134 1132

1152 1154

PN354

PN355

Tennis

F1094

10291037

105610571058

P1029

PLAY COURT

Ply

PN218

PN224

PN566 PN152

P1068

PN239

PN025

PN148

P N

PN148

PN183 PN292

PN152

01003

Area

PN614

PN363

Ply 006

P N

Skate Park

Ply 01 Ply 02Ply 04

Ply 05

Ply 03

PN353

236241

PN348

328PN1300

PN067

PN399

RT 039

WIND TURBINE 2

WIND TURBINE 1

CONTRACTOR 'S STAGING AREA

FD TRAINING AREA

AAFES CONTAINER 'S STORAGE SITE

500,000 GAL.

WATER TANK

(VACANT)

Soldiers Plaza

NEW CDC YC

Aparatus Bldg.

ROAD NO PR-28

DE DIEGO EXPRESSWAY ( ROAD NO PR-28 )

ATAN

ROAD NO PR-165

HN F

D K

NED

FRANKLIN D. ROOSEVELT AVE.

TO HATO REY

B-7

B-1

B-9

B-5

B-2

B-6

B-8

B-10

B-11

B-3

B-4

ISABELA STREET

SOUTH TERMINAL RD.

L A K E

396366

ENVIRONMENTAL DIV. (DPW)

O & M DIV. (DPW)

MASTER PLANNING DIV. (DPW)

ENERGY MANAGER (DPW)

PHYSICAL SECURITY (DES)

POLICE SERVICES (DES)

FIRE SERVICES (DES)

SAFETY OFFICER

FORCE PROTECTION (DPTMS)

NEC

LOGISTIC READINESS CENTER

PRINT NAMEACTIVITY

PUNTA BORINQUEN

(FORMER RAMEY U.S. AIR FORCE BASE)

C A R I B B E A N S E A

P U E R T O R I C O

SALINAS

TRAING AREA

A T L A N T I C O C E A N

FORT BUCHANAN

SAN JUAN

U. S. NAVAL STATION

ROOSEVELT ROADS

CONVERSION OF WAREHOUSE SPACE TO

OFFICE SPACES- BLDG. 504

FORT BUCHANAN, PUERTO RICO

PROJECT SITE LOCATION

R E

D A

T E

D B

PROJECT MANAGER

CIVIL & ARCH. DESIGN

MECHANICAL DESIGN

ELECTRICAL DESIGN

PROJECT TEAM

DPW ENGINEERING

DIVISION

SHEET 01 OF 21

SHEET ID

T-101

MARIA A. LOPEZ

DIRECTOR OF

PUBLIC WORKS

LUIS E. TORRES

ENGINEERING DIV. CHIEF

APPROVED BY:

RECOMMENDED BY:

FIRE PROTECTION DESIGN

Site Location

SIGNATURE

SHEET INDEX

SHEET # SHEET ID SHEET TITLE

1 T-101 TITLE SHEET, PROJECT SITE LOCATION & SHEET INDEX

2 G-101 GENERAL NOTES, ABBREVIATIONS

3 C-101 EXISTING/DEMOLITION FLOOR PLAN AND NOTES

4 A-101 PROPOSED FLOOR PLAN ELEVATIONS, SECTIONS, NOTES

5 A-102 WINDOWS AND DOORS SCHEDULE, DETAILS, NOTES

6 A-103 FINISH FLOOR PLAN SCHEDULE, DETAILS, NOTES

7 P-101 RESTROOMS/ BREAK-ROOM BLOW-UP, ELEVATION, DETAILS, NOTES

8 S-101 ENTRANCE RAMP STRUCTURAL PLAN SECTIONS, DETAILS AND NOTES

9 S-102 ENTRANCE CANOPY STRUCTURAL PLAN SECTIONS, DETAILS, NOTES

M-101 MECHANICAL - DEMOLITION PLAN

M-102 CEILING DIFFUSERS AND RETURN GRILL PLAN

M-103 MECHANICAL - NEW WORKS PLAN

M-104 MECHANICAL - ELEVATIONS AND DETAILS

E-101 LIGHTING DEMOLITION WORKS

E-102 NEW LIGHTING WORKS

E-103 ELECTRICAL POWER AND COMMUNICATIONS DEMOLITION WORKS

E-104 ELECTRICAL POWER NEW WORKS

E-105 COMMUNICATIONS NEW WORKS

E-106 ELECTRICAL PANEL SCHEDULES

E-107 ELECTRICAL WORKS DETAILS & NOTES

FP-101 FIRE ALARM NEW WORK

AutoCAD SHX Text

TORO

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CREEK

AutoCAD SHX Text

BAILEY RD.

AutoCAD SHX Text Playground

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CERRO

AutoCAD SHX Text

DOÑA JUANA ST.

AutoCAD SHX Text

CERRO PUNTA ST.

AutoCAD SHX Text x

AutoCAD SHX Text

PUNTA ST.

AutoCAD SHX Text L A K E

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SPC VEGA GATE

AutoCAD SHX Text

DPW ENGINEERING

DIVISION

GENERAL NOTES;

1. CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, MATERIALS, INSURANCES, SUPERVISION, INCIDENTALS, AND EVERYTHING NECESSARY TO MAKE REPAIR IN ACCORDANCE WITH STATEMENT OF

WORK(SOW) AND CONTRACT PACKAGE DOCUMENTS.

2. PROVIDE WORK AND MATERIALS IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES.

3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION IN EFFECT AT THE TIME OF THE NOTICE TO PROCEED OF THE PROJECT OF ALL APPLICABLE CODES AND STANDARDS, INCLUDING BUT NOT

LIMITED TO:

I. THE INTERNATIONAL BUILDING CODE

II. NATIONAL ELECTRIC CODE

III. NATIONAL FIRE PROTECTION AGENCY REQUIREMENTS

IV. INSTALLATION DESIGN GUIDE

V. HVAC CODE

4. ALL WORK SHALL COMPLY WITH THE UNIFIED FACILITY CRITERIA (UFC) AND INDUSTRY STANDARDS AND UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS), EVEN THOUGH THE SPECIFICATIONS ARE NOT LISTED

WITHIN THE STATEMENT OF WORK (SOW). THE MORE RESTRICTIVE GUIDANCE PREVAILS.

5. CONTRACTOR SHALL PERFORM SELECTED DEMOLITION AND DISPOSITION INDICATED IN THE STATEMENT OF WORK (SOW), CONTRACT PACKAGE DOCUMENTS, AND USING DRAWINGS AND SPECIFICATIONS FOR

REFERENCE AND GOOD QUALITY OF WORKS.

3. THE CONTRACTOR SHALL MAINTAIN AN UP DATE RECORD OF AS-BUILT CONDITIONS OF THE WORK. THIS SET SHALL BE RETURNED TO THE GOVERNMENT (COR) COMPLETELY AND NEATLY POSTED SHOWING ALL ADDITIONS, DELETIONS, CORRECTIONS, AND REVISIONS IN THE ACTUAL CONSTRUCTIONS OF THE PROJECT.

THESE AS-BUILT DRAWINGS SHALL BE SIGNED BY SUBCONTRACTORS REPRESENTING ALL MAJOR TRADES FOR

THE PROJECT, AS WELL THE GENERAL CONTRACTOR.

4. GUARANTEE: THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE OF REMEDY ANY FAULT, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE TO OTHER WORK RESULTING THEREFROM, WITHOUT COST TO THE GOVERNMENT, WHICH SHALL APPEAR WITHIN ONE YEAR AFTER AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT, EXCEPTION; CERTAIN TRADES AND/OR MATERIALS REQUIRE A GUARANTEE IN EXECS OF THE ABOVE. SEE THE REMAINDER OF THESE

GENERAL NOTES/SPECIFICATIONS FOR EXCEPTIONS.

5. VERIFY BACKING REQUIREMENT FOR ALL WALL MOUNTED MILLWORK AND FURNITURE, AND PROVIDE AS

REQUIRED.

6. THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL SUBCONTRACTORS.

7. THOROUGHLY EXAMINE THE JOB SITE AND NOTIFY THE OWNER OF ANY CONFLICTS BETWEEN FIELD CONDITIONS AND DRAWINGS. ALLOW SUFFICIENT TIME FOR RESOLUTION WITHOUT DELAYING THE WOK.

MECHANICAL AND ELECTRICAL NOTES

1. COORDINATE SCOPE OF ELECTRICAL DEMOLITION WITH ARCHITECTURAL, MECHANICAL AND PLUMBING

DRAWINGS.

2. UNLESS OTHERWISE NOTED, REMOVE ALL ELECTRICAL LUMINARIES, EQUIPMENT, SYSTEMS, DEVICES, OUTLETS, SWITCHES, PULL BOXES, JUNCTION BOXES, ETC. AS REQUIRED TO COMPLETELY TAKE OUT ELECTRICAL ITEMS SHOWN TO BE REMOVED. DISCONNECT AND REMOVE ALL ELECTRICAL PROVISIONS TO EQUIPMENT BEING REMOVED. REMOVE ALL WIRING, CONDUITS, RACEWAYS, OUTLETS, BOXES, ETC.

SUPPORTING OR SERVING THE ITEMS REMOVED.

3. REMOVE BRANCH CIRCUIT WIRING AND CONDUCTORS BACK TO PANELBOARD OR TO LAST OUTLET OR JUNCTION BOX THAT WILL REMAIN IN SERVICE. WHERE COMPLETE CIRCUITS ARE DEMOLISHED, REMOVE WIRING AND RACEWAY BACK TO THE BRANCH CIRCUIT PANELBOARD. REVISE PANELBOARD SCHEDULE TO

INDICATE THAT DEMOLISHED CIRCUIT'S BREAKERS IS "SPARE".

4. CONTRACTOR SHALL PROVIDE LABOR EQUIPMENT, AND MATERIAL TO REPLACE EXISTING POWER SYSTEM INCLUDING THE ELECTRICAL WIRING AND CONDUITS REQUIRED, INCLUDING ANY/ALL INCIDENTAL RELATED WORK AS INDICATED ON DRAWINGS. CONTRACTOR SHALL PERFORM NEW ELECTRICAL WORK INDICATED IN THE SOW AND RELATED DRAWINGS IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS AND CURRENT

CODES AND STANDARDS.

5. CONTRACTOR SHALL PERFORM ALL WORKS INDICATED IN DRAWINGS IN ACCORDANCE WITH STATEMENT OF WORK(SOW) IN DIVISION 23 HEATING, VENTILATION, AND AIR CONDITIONING. ALL NEW AIR CONDITIONING EQUIPMENT SHALL BE LABELED ENERGY STAR AND COMPLY WITH MINIMUM EER = 12 AND SEER = 17.

LIST OF ABBREVIATIONS

A A.B.I. ACOUSTICAL BUTT INSULATION

A/C AIR CONDITIONING

AFF ABOVE FINISH FLOOR

AL, ALUM ALUMINUM

ALT ALTERNATE

AMP, A AMPERE

AP ACCESS PANEL

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

ARR ARRESTOR

AWG AMERICAN WIRE GAUGE

B B, BOT BOTTOM

BD BOARD

BLDG, B BUILDING

BW BOTH WAY

C C(#) CIRCUIT NUMBER

CC, CTC CENTER TO CENTER

CFM CUBIC FEET PER MINUTE

CKT CIRCUIT

℄ CENTERLINE

CLG CEILING

CMU CONCRETE MASONRY UNITS

CND, C CONDUIT

COL COLUMN

CONC CONCRETE

COND CONDUCTOR

CONN CONNECTION

CONST CONSTRUCTION

D D DEPTH, DEEP, DEGREE

OF CURVATURE

DET, DTL DETAIL

D, DIA DIAMETER

DIM DIMENSION

DWG DRAWING

D PNL DISTRIBUTION PANEL

DN DOWN

E EA EACH

EF EACH FACE

EL, ELEV ELEVATION

ELEC ELECTRIC, ELECTRICAL

EMB EMBEDDED

EMT ELECTRICAL METAL TUBING

ETC ETCETERA

EW EACH WAY

EXIST, EX, E EXISTING

F F FARENHEIT

FDB FARENHEIT DRY BULB

FD FLEXIBLE DUCT

FFE FINISHED FLOOR ELEVATION

FIN FINISH

FCO FLOOR CLEAN OUT

FL FLOOR, FLASHING

FT FOOT, FEET

FWB FARENHEIT WET BULB

G GA, G GAUGE

GALV GALVANIZED

GB GYPSUM BOARD

GI GALVANIZED IRON

GPM GALLONS PER MINUTE

GR GRADE

GRD GROUND

GW GROUND WATER

H H, HGT, HT HEIGHT

HEX HEXAGONAL

HP HORSEPOWER

I ID INSIDE DIAMETER,

INSIDE DIMENSION

IN INCH

IN C.W. INCH COLD WATER

J JB JUNCTION BOX

K KV KILOVOLT

KVA KILOVOLT-AMPERE

KW KILOWATT

L L LENGTH, LENGTH OF CURVE

LBS POUNDS

LED LIGHT EMITTING DIODE

LT LIGHT

M MAX MAXIMUM

MBH MEGA BRITISH HOUR

MECH MECHANICAL

MD MANUAL DAMPER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

N N, NW NORTH, NEW

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

O OD OUTSIDE DIAMTER

OPNG OPENING

OBD OUTSIDE BLADE DAMPER

P PL PLATE

PRELIM PRELIMINARY

PSI POUNDS PER SQUARE INCH

PVC POINT OF VERTICAL CURVE

PSF POUNDS PER SQUARE FOOT

R R RADIUS, RISER, RUBBER SHEATH

RR RETURN REGISTER

RG RETURN GRILLE

RE, REF REFERENCE, REFER TO

REINF REINFORCEMENT

REV REVISION

R RM ROOM

RLA RATED LOAD AMPERE

RTU ROOF TOP UNIT

S SCH, SCHED SCHEDULE

SD SPLITTER DAMPER

SECT SECTION

SHT SHEET

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STO STORAGE

STRUCT STRUCTURE, STRUCTURAL

SW SWITCH

T T TOP, TANGENT

3/P THREE POLE

TS TUBULAR STEEL

TON TONELATE

TYP TYPICAL

U UG UNDERGROUND

V V VENT, VOLT, VALVE

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

W W WIDTH, WASTE, WATER, WATT, WEST

W/ WITH

WP WATERPROOF, WEATHERPROOF

WT WEIGHT

WHA WATER HAMMER ARRESTOR

X XFMR TRANSFORMER

SPECIAL SYMBOLS

∠ ANGLE

@ AT

& AND

XX° ANGLE, DEGREES

# NUMBER

Ø DIAMETER

3W THREEWAYS

R E

S N

D A

T E

D E

R O

V A

D R

A W

N B

Y : F

. Z

O M

B Y

: L U

. T O

R R

R O

B Y

: M

. A

. L

Y : F

. Z

Y : A

. G

C O

N V

E R

N O

F W

A R

E H

O U

E T

O O

E S

- B L

D G

. 5

G E

N E

R A

L N

O T

E S

A N

D A

B B

R E

B A

N S

SHEET ID

G-101

F.F. ELEV.

100'-0"

DECKING

113'-9"

CEILING

111'-5"

LOADING RAMP

6'- 0"

3'-0"

7'- 2"

7'-11" 3'-0"

3'-0"

7'- 0"

6'-0"

6'- 0"

6'-0"

6'- 0"

11'-7"

6'-4"

2'- 0"

6'-0"

2'- 0"

F.F. ELEV.

100'-0"

DECKING

113'-9"

CEILING

111'-5"

9'- 0"

6'-0"

6'- 0"

3'- 2"

8'-8 1 16"

1'-

2'-87 8"

3'-21 2" 3'-711

16"

8'x7' OH DOOR

3/0 3/03/03/0 3/0

36727272 7272 7272 7272

10'-0"

'-0

FLOOR AREA WITH GRAY PAINT

CONTAMINATED WITH LEAD. (SEE

SCOPE OF WORK 1.2.2 WORKS TO

BE DONE - F. OTHER DEMOLITION

WORKS ITEM 6 FOR MORE

INFORMATION)

CONCRETE RAMP

8'-11" 11'-4" 8'-9" 11'-4" 7'-0" 10'-0" 10'-2" 3'-0"

'-0

6'-0"

'-3

1 2"

21'-5 12"

15'-5 12"

'-1

5 8"

11'-0"

'-0

" 9'- 0"

12'-1"

'-9

'-0

'-1

'-8

'-2

1 2"

EXTERIOR CONCRETE SLAB

TO BE DEMOLISHED.

8'x7' OH DOOR

'-1

15'-825 32"

7272 7272 7272 7272 3672

9'- 0"

24'-53 4"

FIRE EXTINGUISHER

FIRE EXTINGUISHER FIRE EXTINGUISHER

FIRE EXTINGUISHER

CONDUITS ENCLOSURES

TO BE REMOVED. (32" x 6' h)

A/C FIX LOUVER TO

REMOVE

6" R.T.U. CONCRETE SLAB

'-0

12'-0"

6" X 18" TRENCH FOR APRON

SEE SCOPE OF WORK

ITEM 1.2.2.F.5)

F.F. ELEV.

100'-0"

DECKING

113'-9"

SUSPENDED CEILING

111'-5"

F.F. ELEV.

100'-0"

DECKING

113'-9"

SUSPENDED CEILING

111'-5"

6'- 0"

3'-0"

7'- 2"

7'-11"3'-0"

6'-0"

6'- 0"

9'- 0"

6'-0"

6'- 0"

'-5

9'- 0"

LOADING RAMP

17'-5 3 32"

4'- 65 32

DPW ENGINEERING

DIVISION

SHEET ID

C-101

E X

/ D E

M O

F L

O O

A N

D N

O T

E S

ELEVATION

SCALE 3/8" - 1'-0"

EXISTING FLOOR PLAN

SCALE 3/16" - 1'-0"

EXISTING NORTH ELEVATION

SCALE 1/8" - 1'-0"

EXISTING SOUTH ELEVATION

SCALE 1/8" - 1'-0"

EXISTING WEST ELEVATION

SCALE 1/8" - 1'-0"

A C-101

EXISTING SECTION A/ A-101

SCALE 1/8" - 1'-0"

B C-101

EXISTING SECTION B/ A-101

SCALE 1/8" - 1'-0"

RESTROOM FLOOR DEMOLITION PLAN

SCALE 3/8" - 1'-0"

1 1

1 1 1 1 1 1 1 1 1 1

2 2

11 11 12

2 2

1 1 1 1 1

1 1 1

6 6 6

RESTROOM PIPING (SANITARY & POTABLE WATER) DEMOLITION

12 12

9. INTERIOR WOOD DOORS AND METAL FRAMES.

10. EXTERIOR CONCRETE SLAB TO BE DEMOLISHED.

11. ALUMINUM FIX LOUVER.

12. RAMP GALVANIZED RAILINGS.

13. CONCRETE RAMP AND LATERAL RETAINING WALLS (LEAD PAINT REMOVAL).

14. POTABLE WATER AND DRAINAGE PIPES.

15. CONCRETE FLOOR TRENCH FOR NEW RESTROOMS EQUIPMENT AND FLOOR DRAIN PIPING.

16. VINYL TILES WITH MASTIC CONTAIN ASBESTOS AND REQUEST SPECIAL CONDITION FOR REMOVE

AND DISPOSE.

EXISTING ITEMS TO BE DEMOLISHED NOTES;

1. SECURITY STEEL GRILLS AND ALUMINUM WINDOWS.

2. EXTERIOR ALUMINUM AND GLASS DOUBLE DOORS AND SIDE GLASS.

3. EXTERIOR HOLLOW METAL DOOR AND FRAME.

4. ROLL-UP DOORS (OVERHEAD DOOR) AND COMPONENTS.

5. PORTION OF WALL TO BE DEMOLISHED (LEAD PAINT REMOVAL).

6. SUSPENDED CEILING 2' X 2' TILES, GRID AND COMPONENTS.

7. GYPSUM BOARD WALLS AND COMPONENTS.

8. TOILET EQUIPMENT AND ACCESSORIES.

2 21 1 1 1 1 1 1

11111

EXISTING ITEMS ESPECIAL NOTES;

A) FIRE EXTINGUISHER SHALL BE REMOVE AND DELIVERY TO OWNER.

B) AIR CONDITION CONTROLS PANELS SHALL BE PROTECTED FROM DEMOLITION WORKS.

C) DOORS OPENING MAGNETIC AND CONTROLS SHALL BE PROTECTED TO RE-USE.

D) CONCRETE SLABS AND WALLS AFFECTED BY THE DEMOLITION WILL BE CUT WITH A SAW-CUTTING

MACHINE TO PREVENT DAMAGE TO SURROUNDING STRUCTURES.

E) CONTRACTOR SHALL PROTECT EXISTING ITEMS TO REMAIN FROM DEMOLITION WORKS.

F) PERIMETER CONCRETE WALLS WITH LEAD PAINT (SEE LEAD REPORT FOR WALLS LOCATIONS) WILL BE

COVERED WITH DRYWALL ON INTERIOR OF BUILDING AND ENCAPSULATED WITH PAINT ON EXTERIOR, NO

LEAD REMEDIATION REQUIRED.

11 11

D R

A W

N B

Y : F

. Z

O M

B Y

: L U

. T O

R R

R O

B Y

: M

. A

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Y : F

. Z

Y : A

. G

C O

N V

E R

N O

F W

A R

E H

O U

E T

O O

E S

- B L

D G

. 5

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6'-0"

75'-0"

9'-11 12" 10'-0" 16'-6"

'-0

16'-9 12"20'-6 12"

5'- 6"

7'-11"

8'-0"

TYP.

6'-

1 2"

10'-0" 20'-7" 10'-0" 10'-0"

8'-0"

'-0

20'-7"

11'-3"

9'- 0"

1'- 4"

16'-7" 8'-0" 8'-0"

7'-

1 2"

8'- 0"

5'-0" 11'-0" 8'-11"

'-0

5'- 6"

24'-11"

'-2

1 2"

'-0

'-2

1 2"

5'-67 8"

8'-0"

5'- 81 2"

5'-

5 16

6'- 6"

3'- 81 2"

8'- 0"

10'-0" 10'-0"

8'- 7"

6" R.T.U. CONCRETE SLAB

'-0

12'-0"

SEE SCOPE OF WORK

ITEM 1.2.2.F.5)

F.F. ELEV.

100'-0"

DECKING

113'-9"

F.F. ELEV.

100'-0"

DECKING

113'-9"

STEEL JOIST

111'-5"

NEW CEILING

109'-0"

STEEL JOIST

111'-5"

26'-225 32"

9'- 0"

3'-0"

6'- 0"

6'-4"

9'- 0"

6'-0"

6'- 0"

3'-0"

6'- 0"

6'-4"

9'- 0"

6'-0"

6'- 0"

6'-4"

9'- 0"

3'-0"

6'- 0"

6'-0"

6'- 0"

7'-11" 7'-

2'-0"

7'- 0"

3'-0"

R2 4'-

6 5 /16

F.F. ELEV.

100'-0"

DECKING

113'-9"

CEILING

111'-5"

12'-0"

3'-0"

6'- 0"

NEW RAMP SLOPE

EXISTING RETAINING WALL

EXISTING SIDEWALK

NEW RETAINING WALL SECTION

NEW SIDEWALK

TO EXISTING (4" MAX.)

APPROACH NEW RAILING

CONCRETE CURB

6'-0"

F.F. ELEV.

100'-0"

DECKING

113'-9"

CEILING

111'-5"3'-0"

6'- 0"

6'-10 3/16"

6'- 6"

3'-6"

3'-0"

6'- 0"

6'-10 3/16"

6'- 6"

DPW ENGINEERING

DIVISION

SHEET ID

A-101

D F

L O

O R

P L

A N

, E L

E V

A T

S, SE

C T

S, N

O T

E S

SEE RESTROOM

BLOW-UP AT

SHEET P-101

SEE BREAK

ROOM

BLOW-UP AT

SHEET P-101

PROPOSED FLOOR PLAN

SCALE 1/8" - 1'-0"

PROPOSED SECTION

SCALE 1/8" - 1'-0"

PROPOSED SECTION

SCALE 1/8" - 1'-0"

PROPOSED NORTH ELEVATION

SCALE 1/8" - 1'-0"

OPENING MODIFICATION NORTH ELEVATION

SCALE 1/8" - 1'-0"

OPENING MODIFICATION SOUTH ELEVATION

SCALE 1/8" - 1'-0"

PROPOSED SOUTH ELEVATION

SCALE 1/8" - 1'-0"

PROPOSED WEST ELEVATION

SCALE 1/8" - 1'-0"

OPENING MODIFICATION WEST ELEVATION

SCALE 1/8" - 1'-0"

7 7

6 6

4 4

1 1 1

111111

3 3 3 3

A A-101

B A-101

11111111111

OPENING MODIFICATION DETAILS

N.T.S.

DOOR/ WINDOWDOOR/ WINDOW

OPENING PARTIALY SEALEDOPENING COMPLETLY SEALED

NEW WORK ITEMS;

1. ALUMINUM AND GLASS SINGLE HUNG WINDOWS, (SEE WINDOWS SCHEDULE ON SHEET A-102).

2. DOUBLE DOORS, (SEE DOORS SCHEDULE ON SHEET A-102).

3. WINDOWS AND DOORS OPENING SEALING WITH 4"X 8"X 16" CONCRETE MASONRY UNITS AND FINISH

ON BOTH SIDE WITH CEMENT PLASTER. (SEE OPENING MODIFICATION ELEVATIONS).

4. WOOD DOORS WITH METAL FRAMES AND HARDWARE. (SEE DOORS SCHEDULE ON SHEET A-102).

5. DRYWALLS INCLUDE 5 8" GYPSUM BOARD PLY, 3-5/8"- 18 GAUGE STEEL TRACK, STUDS AND BATT FACED

FIBERGLASS INSULATION. AT RESTROOMS INTERIOR WALLS INSTALL CEMENT BOARD UP TO 6" ABOVE

CEILING. INTERIOR OF EXISTING CONCRETE WALLS SHALL BE COVERED WITH GYPSUM BOARD FURRING.

6. CEILING EXPOSED STRUCTURE SHALL BE COVERED WITH PRODUCT SIMILAR OR EQUAL TO K13 SOUND

ABSORPTION SPRAY BY ICC (INTERNATIONAL CELLULOSE CORP.) COLOR TO BE SELECTED BY GOVERNMENT.

7. MALE AND FEMALE RESTROOMS INCLUDING PLUMBING EQUIPMENT, RESTROOM ACCESSORIES,

FLOOR, CEILING AND WALL FINISHES, (SEE SHEET A-103 AND RESTROOMS BLOW-UP ON SHEET P-101).

8. BREAK ROOM INCLUDING BASE AND WALL CABINETS, KITCHENETTE SINK, ROUGH-IN FOR TV AND

EXHAUST FAN. (SEE KITCHENETTE BLOW-UP ON SHEET P-101).

9. ENTRANCE CONCRETE RAMP WITH STAINLESS STEEL PIPES RAILINGS AND METAL CANOPY

STRUCTURE, (SEE SHEET S-101 AND S-102 FOR MORE DETAILS).

10. CONFERENCE ROOM (MEETING ROOM) INCLUDING PROJECTOR AND SCREEN COMMUNICATION AND

POWER ROUGH-IN, (EQUIPMENT NOT INCLUDED). SEE ELECTRICAL DRAWINGS FOR DETAILS.

11. CUBICLES AREA INCLUDING ELECTRICAL AND DATA ROUGH-IN, (FURNITURE NOT INCLUDED).

12. RECEPTION AREA INCLUDING ROUGH-IN FOR TV, (EQUIPMENT NOT INCLUDED).

WALLS WITH CEILING AT ONE SIDEWALLS WITH CEILING AT BOTH SIDE FURRING AT EXISTING WALLS GYPSUM BOARD CHASE

6OPENING MODIFICATION WEST ELEVATION

A-101

SECTION SECTION

A-101

NOT TO SCALE NOT TO SCALE

D R

A W

N B

Y : F

. Z

O M

B Y

: L U

. T O

R R

R O

B Y

: M

. A

. L

Y : F

. Z

Y : A

. G

C O

N V

E R

N O

F W

A R

E H

O U

E T

O O

E S

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. 5

AutoCAD SHX Text A

AutoCAD SHX Text A-101

AutoCAD SHX Text B

AutoCAD SHX Text A-101

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

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IF THIS DRAWING IS REDUCED

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USE GRAPHIC SCALE

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GRAPHIC SCALE

AutoCAD SHX Text

SLOPE

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SLOPE

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

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IF THIS DRAWING IS REDUCED

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USE GRAPHIC SCALE

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GRAPHIC SCALE

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

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IF THIS DRAWING IS REDUCED

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USE GRAPHIC SCALE

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GRAPHIC SCALE

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

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IF THIS DRAWING IS REDUCED

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USE GRAPHIC SCALE

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GRAPHIC SCALE

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

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IF THIS DRAWING IS REDUCED

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USE GRAPHIC SCALE

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text Horizontal Truss

AutoCAD SHX Text Joint Reinforcement

AutoCAD SHX Text @ 16"(every other row) .

AutoCAD SHX Text Hook Dowel #3 @ 16"

AutoCAD SHX Text embeded 4" on wall jamb.

AutoCAD SHX Text 2 # 4 Bars Embeded 4" into sill and lintel

AutoCAD SHX Text with epoxy adhesive and 3 stirrups @ 6".

AutoCAD SHX Text 4" X 6" Concrete jamb in 3,000 PSI

AutoCAD SHX Text minimum compresion resistant with

AutoCAD SHX Text # 3 Bars @ 16" C.T.C. embeded 4" in to the floor/ sill and lintel with epoxy adhesive, fill whole block cell with concrete mortar.

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ACOUSTICAL WALL INSULATION

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ACOUSTICAL BATT INSULATION (TYP)

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CEILING HEIGHT 9'-0"

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5/8" GYPSUM BOARD

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3" THICK GLASS OR MINERAL

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FIBER 3LB/FT MINIMUN DENSITY

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18 GA, 3-5/8" HORIZONTAL TRACK

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ANCHORED TO FLOOR WITH

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EXPANSION BOLTS @ 24" O.C. MAXIMUM

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18 GA, 3-5/8" VERTICAL STUD @16" O.C.

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CONC. (TYP)

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ANCHOR TO

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BOTH SIDES (TYPICAL)

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DOUBLE HORIZONTAL 3-5/8", GA-18 TRACK

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CONTINUOUS TO SUPORT NEW WALLS

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STEEL STUDS AND

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TRACK BOLTED TO

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ROOF DECK.

AutoCAD SHX Text 6"

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(CEMENT BOARD ON RESTROOMS)

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ACOUSTICAL WALL INSULATION

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ACOUSTICAL BATT INSULATION (TYP)

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CEILING HEIGHT 9'-0"

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5/8" GYPSUM BOARD PLY

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3" THICK GLASS OR MINERAL

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FIBER 3LB/FT MINIMUN DENSITY

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18 GA, 3-5/8" HORIZONTAL TRACK

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ANCHORED TO FLOOR WITH

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EXPANSION BOLTS @ 24" O.C. MAXIMUM

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18 GA, 3-5/8" VERTICAL STUD @16" O.C.

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CONC. (TYP)

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ANCHOR TO

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BOTH SIDES (TYPICAL)

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STEEL STUDS AND

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TRACK BOLTED TO

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ROOF DECK.

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5/8" GYPSUM BOARD PLY

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UP-TO ROOF DECK AT AREAS

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EXPOUSED ESTRUCTURE

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CEILING.

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5/8" CEMENT

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BOARD PLY

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INSIDE RESTROOM

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WALLS ONLY

AutoCAD SHX Text 6"

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ACOUSTICAL WALL INSULATION

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ACOUSTICAL BATT INSULATION (TYP)

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CEILING HEIGHT 9'-0"

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3" THICK GLASS OR MINERAL

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FIBER 3LB/FT MINIMUN DENSITY

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18 GA, 3-5/8" HORIZONTAL STEEL TRACK

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ANCHORED TO FLOOR WITH

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EXPANSION BOLTS @ 24" O.C. MAXIMUM

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18 GA, 3-5/8" VERTICAL STEEL STUD @16" O.C.

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CONC. (TYP)

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ANCHOR TO

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STEEL STUDS AND

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TRACK BOLTED TO

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ROOF DECK.

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4" EXTERIOR WALL

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5/8" GYPSUM

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BOARD ONE SIDE

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ONLY 6" ABOVE

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ACOUSTICAL

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5/8" GYPSUM BOARD PLY

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UP-TO ROOF DECK AT AREAS

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EXPOUSED ESTRUCTURE

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CEILING OR 6" ABOVE

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SUSPENDED CEILING.

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CEILING OR

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TO THE EXPOSED

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ROOF STRUCTURE

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BOARD ON 3-5/8" METAL STUDS AND TRACK.

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CERAMIC TILES AND CEMENTITIOUS BAKER

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RESTROOM CHASE TO HIDE SANITARY

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EXTERIOR WALL

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AND POTABLE WATER NEW PIPES.

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CERAMIC TILES OVER EXISTING WALL

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EXISTING WALL

AutoCAD SHX Text 6"

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NEW 6" X 4"

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CONCRETE LINTEL

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NEW BLOCK WALL

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WINDOW OPENING

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NEW 6" X 4"

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CONCRETE TIE COLUMN

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WITH 4 # 4 STEEL

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BARS AND #3

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STIRRUPS AT 6"

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WITH 4 # 4 STEEL

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BARS AND #3

STIRRUPS AT 6"

5'- 6"

MACHINE

VENDING

30" X 60"

TABLE (N.I.C.)

30" X 60"

TABLE (N.I.C.)

(N.I.C.)

MACHINE

VENDING

(N.I.C.)

5'-

5 16

6'- 6"

3'- 81 2"

6'-0"

6'- 0"

3'-0"

6'-4"

9'- 0"

6'- 8"

5'- 6"

6'-4"

9'- 0"

DOOR FRAME HEAD/ JAMB DETAIL

ELECTRICAL

ROOM

DPW ENGINEERING

DIVISION

SHEET ID

A-102

D O

W S

A N

D D

O O

R S

E D

U L

E S, D E

T A

S, N O

T E

SCHEDULE OF WINDOWS

MKD

OPENING SIZE

UNIT PER OPENING HEIGHT FROM F.F.E. UNIT WIDTH WINDOW MATERIAL QTY REMARKS

W H

1 3-0" 6'-0" 1 4'-0" 3'-0" ALUMINUM & GLASS 7 SIMILAR OR EQUAL TO MR-GLASS SERIES MG-350 (SH)

2 6'-0" 6'-0" 2 4'-0" 3'-0" ALUMINUM & GLASS 5 SIMILAR OR EQUAL TO MR-GLASS SERIES MG-350 (SH)

SCHEDULE OF DOORS

MKD LOCATION DOOR

TYPE

OPENING SIZE DOORS SIZE

DOOR MATERIALS

FRAME

MATERIALS

HWD. SET

NO.

DOOR FINISH REMARKS

W H W H THK

1 EMERGENCY EXIT A 6'-4" 9'-0" 3'-0" 8'-10" 1-3/4" GALVANIZED STEEL , 16-GAUGE

GALVANIZED STEEL 14-

GAUGE

GALVANIZE OIL BASE PAINT

RAGING SEA COLOR (S.W.)

INCLUDE EMERGENCY EXIT ONLY SIGN

2 MAIN ENTRANCE B 6'-4" 9'-0" 3'-0" 7'-0" 2" ALUMINUM & GLASS ALUMINUM 2 POWDER COAT FINISH, WHITE SIMILAR OR EQUAL TO KAWNEER 500 MEL EXIT DEVICE

3 OFFICES (9 EA) C 3'-4" 6'-10" 3'-0" 6'-8" 1-3/4" SOLID WOOD HOLLOW METAL 3 LAMINATED

4 BREAK ROOM C 3'-4" 6'-10" 3'-0" 6'-8" 1-3/4" SOLID WOOD HOLLOW METAL 4 LAMINATED

5 MEETING ROOM C 3'-4" 6'-10" 3'-0" 6'-8" 1-3/4" SOLID WOOD HOLLOW METAL 5 LAMINATED

6 MALE RESTROOM D 3'-4" 6'-10" 3'-0" 6'-8" 1-3/4" SOLID WOOD HOLLOW METAL 6 LAMINATED SEE SIGNS DETAILS

7 FEMALE RESTROOM D 3'-4" 6'-10" 3'-0" 6'-8" 1-3/4" SOLID WOOD HOLLOW METAL 6 LAMINATED SEE SIGNS DETAILS

8 ELECTRICAL ROOM D 3'-4" 6'-10" 3'-0" 6'-8" 1-3/4" SOLID WOOD HOLLOW METAL 3 LAMINATED SEE SIGNS DETAILS

2 2 2

1 1

WINDOW MKD 1 WINDOW MKD 2

DOOR TYPE A

DOUBLE HOLLOW METAL DOOR

DOOR TYPE B

DOUBLE ALUMINUM & GLASS DOOR

WITH INTERIOR PANIC DEVICE WITH PANIC DEVICE

DOOR TYPE C

SOLID WOOD DOOR

WITH VISION GLASS

DOOR TYPE D

SOLID WOOD DOOR

FLUSH

HARDWARE NO. 1

1- 8 EA 4.5" BALL-BERING STAINLESS STEEL HINGES

2- 2 EA DOOR CLOSER SIMILAR OR EQUAL BEST

EHD9000

3- 2 INTERIOR PANIC DEVICE SIMILAR OR EQUAL TO

PRECISION 5201 SERIES BY BEST.

HARDWARE NO. 2

1- 4 EA PIVOT AS PER MANUFACTURER

2- 2 EA DOOR CLOSER AS PER MANUFACTURER

3- 1 LOCK SET AS PER MANUFACTURER

4- 2 EA PANIC DEVICES AS PER MANUFACTURER

HARDWARE NO. 3

1- 3 EA 4.5" BALL BERING STAINLESS STEEL HINGES

2- 1 PRIVACY LOCK SET SIMILAR OR EQUAL TO BEST 7KC SERIES

3- 1 EA DOOR STOP

HARDWARE NO. 4

1- 3 EA 4.5" BALL-BERING STAINLESS STEEL HINGES

2- PULL AND PUSH PLATES

3- 1 EA DOOR CLOSER SIMILAR OR EQUAL TO BEST

EHD9000.

4- 1 EA DOOR STOP

HARDWARE NO. 5

1- 3 EA 4.5" BALL-BERING STAINLESS STEEL HINGES

2- 1 EA LOCK SET SIMILAR OR EQUAL TO BEST 7KC SERIES

3- 1 EA DOOR STOP

HARDWARE NO. 6

1- 3 EA 4.5" BALL-BERING STAINLESS STEEL HINGES

2- 1 EA LOCK PASSAGE SIMILAR OR EQUAL TO BEST 7KC30N15DS3626

3- 1 EA DEAD BOLT OCCUPANCY INDICATOR EQUAL OR SIMILAR TO SCHLAGE B571626

4- 1 EA DOOR CLOSER SIMILAR OR EQUAL TO BEST EHD9000.

5- 1 EA DOOR STOP

BUILDING DOORS AND WINDOWS FLOOR PLAN

SCALE 1/8" - 1'-0"

TIPICAL DOOR FRAMING ON DRYWALL

NOT TO SCALE

3 3 3

6 7

3 3

ALUMINUM AND GLASS WINDOWS GENERAL NOTES;

· IMPACT RESISTANT SINGLE HUNG ALUMINUM AND GLASS WINDOWS, MEETS HVHZ RATED DO= +65/-80 PSF (RATED FOR LARGE MISSILE INPACT).

· 2-3/16" DEEP EXTRUSIIONS WITH SILICONE GE 2000/DS795, 5 16" (OVERALL) LAMINATED HEAT STRENGTHENED GLASS WITH .090" THICK PVB AS INTERLAYER.

· SILICONE GLAZING GASKET AND STAINLESS STEEL SCREWS.

· GREEN TINTED GLASS, LOW-E FOR ENHANCED SOLAR HEAT GAIN COEFFICIENT WHILE ALLOWING MAXIMAL TRANSPARENCY AND VISUAL LIGHT TRANSMITTANCE.

· POWDER COAT FINISH COLOR WHITE . MEETING AAMA 2605 AS STANDARD FINISH (10 YEARS WARRANTY).

· ALUMINUM 6063T6 STRUCTURE.

· CONFORMS REQUIREMENTS OF 2023 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).

· SEE SCHEDULE OF WINDOWS FOR MORE DETAILS.

ALUMINUM AND GLASS DOORS GENERAL NOTES;

· DOUBLE ACTING SWING DOORS WIDE STILE VERTICAL FACE DIMENSION 5", BOTTOM RAIL 6-1/2", DEPTH 1-3/4" HIGH-TRAFIC APPLICATIONS.

· INTERIOR PANELINE EXIT DEVICES WITH DOGGING LOCK AND EXTERIOR CPN PULL AND STANDARD CYLINDER LOCK.

· ALUMINUM EXTRUSION WALL THICKNESS NOT LESS THAN .090" AT ANY LOCATION FOR THE MAIN FRAME AND DOOR LEAF MEMBER.

· ANCHORS, CLIPS, FASTENERS NONMAGNETICAL STAINLESS STEEL.

· WEATHER SEAL WITH INTEGRAL BARRIER FIN, POLYPROPYLENE SHEET (COMPLY WITH AAMA 701/702).

· GREEN TINTED GLASS, LOW-E FOR ENHANCED SOLAR HEAT GAIN COEFFICIENT WHILE ALLOWING MAXIMAL TRANSPARENCY AND VISUAL LIGHT TRANSMITTANCE

· .POWDER COAT FINISH COLOR WHITE . MEETING AAMA 2605 AS STANDARD FINISH (10 YEARS WARRANTY).

· CONFORMS REQUIREMENTS OF 2023 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).

· SEE SCHEDULE OF DOORS FOR MORE DETAILS.

SINGLE HUNG WINDOWS DETAILS

D R

A W

N B

Y : F

. Z

O M

B Y

: L U

. T O

R R

R O

B Y

: M

. A

. L

Y : F

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Y : A

. G

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. 5

AutoCAD SHX Text 5'

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IF THIS DRAWING IS REDUCED

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USE GRAPHIC SCALE

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GRAPHIC SCALE

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AutoCAD SHX Text L

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WOMAN

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(3) PER JAMB

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(BOTH SIDES)

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AutoCAD SHX Text 1/2"

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DRYWALL STRUCTURE

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SEALANT

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HEAD/JAMB ANCH

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NOT TO SCALE

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METAL FRAME

AutoCAD SHX Text 2" X 4"

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TREATED WOOD

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CHANNEL

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FIN. FLOOR

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STUD TRACK

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STUD LENGTH OVER

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STIFFENER @ HINGES

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MET. STUDS @ 16"O.C.

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DBL. TRACK @ FRAME

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FRAME OPENINGS UP TO 3'-6" WIDE :

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JAMBS : PROVIDE 14 GA. DOUBLE STUDS AND 2" X 4" TREATED WOOD

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HEAD : PROVIDE 14 GA. DOUBLE STUDS AND 2" X 4" TREATED WOOD

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STUD FRAMING SHALL EXTEND TO CONTINUOUS TRACK ABOVE.

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CONT. CHANNEL FOR

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CHANNEL STIFFENER

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CONTINUOUS TRACK

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MAXIMUM, ANCHORED TO

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18 GA STEEL STUD @ 16" O.C.

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CONTINUOUS TOP TRACK WITH

AutoCAD SHX Text 3" x 3" x 3" GA 12 CLIP ANGLE

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@ 16" O.C. GALVANIZED. USE

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1/2" LONG SELF TAPPING SHEET

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METAL SCREW ANCHORS.

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2 SINGLE HUNG HORIZONTAL

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1 SINGLE HUNG HEAD

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6 SINGLE HUNG LOWER JAMB

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4 SINGLE HUNG UPPER JAMB

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5 SINGLE HUNG LOWER JAMB

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AutoCAD SHX Text 1 11/16"

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DLO

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AutoCAD SHX Text 2 9/16"

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DLO

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DLO

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DLO

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AutoCAD SHX Text 4 5/8"

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STANDARD SWEEP LOCK SHOWN

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8 SINGLE HUNG MALE-FEMALE BOTTOM JAMB

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7 SINGLE HUNG MALE-FEMALE TOP JAMB

AutoCAD SHX Text 5 1/4"

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DLO

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DLO

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AutoCAD SHX Text 1/8"

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AutoCAD SHX Text 7 5/8"

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DLO

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DLO

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AutoCAD SHX Text 4 25/32"

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DLO

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3 SINGLE HUNG PANNING SILL

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OPTIONAL BOTTOM RAIL SWEEP LOCK SHOWN

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SIGNS DETAIL

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NOT TO SCALE

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DESCRIPTION:

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SIGNS

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IDENTIFICATION SIGNS SHALL BE PLASTIC

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2-LAYER WHITE ON BLUE/RED, ENGRAVED TO SHOW WHITE

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LETTERS ON BLUE/RED/WHITE BACKGROUND AND SHALL BE

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1/4" INCH THICK

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SIGN FOR ROOM NAME = HELVETICA MEDIUM 1"

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INCH CAPITAL LETTER

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SINGLE DOOR (MEN & WOMEN RESTROOM).

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TO LEGEND AND DETAIL ABOVE.

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OF HEIGHT FROM CENTER OF SIGN TO FINISH FLOOR

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ELEVATION AT DOOR CENTER (SEE DETAIL)

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PROVIDE TWO SIGN ROOM NAME FOR BATHROOM

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SIZE FOR ROOM NAME SIGN SHALL BE ACCORDING

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ROOM SIGNS SHALL BE INSTALLED AT 5'-6"

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MEN & WOMAN HANDICAP ACCESSIBLE PICTOGRAMS

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RESTROOM SIGNS WITH ADA COMPLIANT BRAILLE;

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MEN

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WOMEN

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RESTROOM

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RESTROOM

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AUTHORIZED

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PERSONNEL

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ONLY

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SINGLE DOOR.

PROVIDE ONE SIGN ROOM NAME FOR ELECTRICALROOM

9'-11 12" 10'-0" 16'-6"

'-0

16'-9 12"20'-6 12"

5'- 6"

7'-11"

8'-0"

TYP.

6'-

1 2"

10'-0" 20'-7" 10'-0" 10'-0"

8'-0"

'-0

11'-3"

9'- 0"

1'- 4"

16'-7" 8'-0" 8'-0"

7'-

1 2"

8'- 0"

5'-0" 11'-0" 8'-11"

'-0

5'- 6"

24'-11"

'-6

'-0

'-2

1 2"

5'-67 8"

8'-0"

5'- 81 2"

5'-

5 16

6'- 6"

3'- 81 2"

12'-0"

9'- 0"

1'- 0"

1'-0"

2'-0" 2'-0

3'- 0"

75'-0"

'-2

1 2"

9'- 0"

7'-

1 2"

8'-0" 8'-0"

9'- 0"

THRESHOLD DETAIL(RESTROOM ONLY)

DPW ENGINEERING

DIVISION

SHEET ID

A-103

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FINISHES NOTES;

· VINYL FLOOR TILES SHALL BE COMMERCIAL GRADE, 12" X 12" X 18" SIMILAR OR EQUAL TO ARMSTRONG FLOORING VINYL COMPOSITION TILES STANDARD EXELON IMPERIAL TEXTURE, BUTTERCREAM YELLOW (51800), CAMEL BEIGE (51805) AND MID GRAYED BLUE (51875). BEFORE PROJECT DELIVERY TO GOVERNMENT, CONTRACTOR SHALL STRIPPING AND POLISH VINYL

TILES. (SEE SCOPE OF WORK FOR CONCRETE FLOOR PREPARATION).

· WALL BASE SHALL BE COVED 4" X 0.125" THERMOPLASTIC RUBBER SIMILAR OR EQUAL TO ARMSTRONG R48PB.

· CERAMIC FLOOR TILES SHALL BE 9" X 36" X 516" SIMILAR OR EQUAL TO DALTILE ACACIA VALLEY ARK COLOR , PLANK, MATTE.

· CERAMIC WALL TILES SHALL BE RECTANGLE 3" X 12" SIMILAR OR EQUAL TO DALTILE MODERN HEARTH MANTEL PIECE.

· INTERIOR WALLS- APPLY ONE COAT OF WALL PRIMER SIMILAR OR EQUAL TO LOXON AND FINISH WITH TWO COATS OF PAINT EQUAL OR SIMILAR TO SHERWIN WILLIAMS SUPER PAINT

INTERIOR ACRYLIC LATEX SATIN. COLOR TO BE SELECTED BY GOVERNMENT.

· EXTERIOR WALLS (ONLY AFFECTED AREAS)- APPLY ONE COAT OF WALL PRIMER SIMILAR OR EQUAL TO LOXON AND FINISH WITH TWO COATS PAINT EQUAL OR SIMILAR TO SHERWIN

WILLIAMS ACRYLIC LATEX SATIN. COLOR TO BE INDICATED BY GOVERNMENT.

· CEILING EXPOSED STRUCTURE SHALL BE COVERED WITH ONE COAT OF PRIMER AND FINISHED WITH PRODUCT SIMILAR OR EQUAL TO K13 SOUND ABSORPTION SPRAY BY ICC

(INTERNATIONAL CELLULOSE CORP.) COLOR TO BE SELECTED BY GOVERNMENT.

· SUSPENDED CEILING SHALL BE BUILD WITH 2' X 2' X 5 8" TILES SIMILAR OR EQUAL TO ARMSTRONG FINE FISSURED COLOR WHITE ANGLED TEGULAR 15

16" EDGE. SUSPENSION SYSTEM

2' X 2' X 15 16", HOT-DIPPED GALVANIZED STEEL IN WHITE COLOR SIMILAR OR EQUAL ARMSTRONG PRELUDE XL EXPOSED TEE.

· DRYWALLS INCLUDE 5 8" GYPSUM BOARD PLY, 3-5/8"- GAUGE 18 STEEL TRACK, STUDS AND BATT FACED FIBERGLASS INSULATION. AT RESTROOMS INTERIOR WALLS INSTALL CEMENT

BOARD UP TO 6" ABOVE CEILING. INTERIOR OF EXISTING CONCRETE WALLS SHALL BE COVERED WITH GYPSUM BOARD FURRING, EXEPT RESTROOM PIPING CHASE (SEE GYPSUM BOARD

WALLS DETAILS ON THIS SHEET).

GENERAL NOTES FOR STANDARD CEILING SYSTEMS:

· INSTALL PER ASTM C636

· WALL MOLDING SHALL BE SHADOW TYPE SIMILAR OR EQUAL TO

ARMSTRONG 7878.

· INSTALL END RETAINING CLIP ON MAIN BEAM OR CROSS TEE TO

WALL MOLDING WITH SEISMIC CLIP SIMILAR OR EQUAL TO

ARMSTRONG BERC2.

· INSTALL HANGER WIRE AT 4'-0" SPACING TYPICAL AND ON LIGHTING

FIXTURES LOCATION.

ACOUSTIC CEILING DETAILS AND NOTES

NOT TO SCALE

FINISHES SCHEDULE

SPACE NO. SPACE NAME FLOOR BASE WALLS CEILING NOTES

1-9 OFFICES VINYL TILES 4" RUBBER DRYWALLS/PAINT SUSPENDED CEILING @ 9'H

10 MEETING ROOM VINYL TILES 4" RUBBER DRYWALLS/PAINT SUSPENDED CEILING @ 9'H

11 BREAK ROOM VINYL TILES 4" RUBBER DRYWALLS/PAINT SUSPENDED CEILING @ 9'H

12-13 REST ROOMS CERAMIC TILES CERAMIC TILE CEMENT BOARD/CERAMIC TILES SUSPENDED CEILING @ 9'H FLOOR TRANSITION ALUMINUM HALF SADDLE THRESHOLD

14-25 CUBICLES VINYL TILES 4" RUBBER DRYWALLS/PAINT EXPOSE STRUCTURES _______________

_ CORRIDORS VINYL TILES 4" RUBBER DRYWALLS/PAINT EXPOSE STRUCTURES _______________

26 COPY/STORAGE PRODUCTION VINYL TILES 4" RUBBER DRYWALLS/PAINT EXPOSE STRUCTURES

27 WAITING AREA VINYL TILES 4" RUBBER DRYWALLS/PAINT EXPOSE STRUCTURES

VINYL FLOOR TILES THREE COLOR PATTERN (BUTTERCREAM YELLOW, CAMEL BEIGE & MID

GRAYED BLUE)

28 ENTRANCE RAMP MEDIUM BROOM FINISH ------ ------ EXPOSE STRUCTURES

FLOOR FINISH INCLUDE EDGE AND JOINT MANUAL EDGING AND TOOL FOR SMOOTH CLEAN

GROOVE

29 ELECTRICAL ROOM VINYL TILES 4" RUBBER DRYWALLS/PAINT SUSPENDED CEILING @9' H

RESTROOMS FLOOR TILES PLAN

SCALE 3/8" - 1'-0"

RESTROOMS WALLS TILES ELEVATIONS

SCALE 3/8" - 1'-0"

RESTROOMS WALLS TILES ELEVATIONS

SCALE 3/8" - 1'-0"

FINSHES FLOOR PLAN

SCALE 1/8" - 1'-0"

EXPOUSED AND SUSPENDED CEILING PLAN

SCALE 1/8" - 1'-0"

CHASE (SEE DETAIL ON SHEET A-101)

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WAITING AREA COLOR PATTERN LAYOUT AND LEYEND;

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SLOPE

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SLOPE

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MID GRAYED BLUE (ARMSTRONG VCT)

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CAMEL BEIGE (ARMSTRONG VCT)

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BUTTERCREAM YELLOW (ARMSTRONG VCT)

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IF THIS DRAWING IS REDUCED

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USE GRAPHIC SCALE

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GRAPHIC SCALE

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IF THIS DRAWING IS REDUCED

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USE GRAPHIC SCALE

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GRAPHIC SCALE

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STEEL BAR JOIST

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(TYP.)

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STEEL DECK AND

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EXPOSED STRUT.

AutoCAD SHX Text 3" X 12"

AutoCAD SHX Text 9" X 36"

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WOOD DOOR

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RESTROOM

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CERAMIC TILE

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NOT TO SCALE

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VYNIL FLOOR

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ALUMINUM

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THRESHOLD

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SOLID

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CROSS TEE

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MAIN RUNNER

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12 GA HANGER WIRE TO STRUCTURE ABOVE

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SEISMIC CLIP

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SEISMIC CLIP

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ATTACHED TO WALL

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ATTACHED TO WALL

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ANGLE MOLDING

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ANGLE MOLDING

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SEISMIC CLIP

LAY-IN PANEL

1'-6"

(FROM WALL FINISH)

"33

" T O

36"

" M

" T

40"

28" 12"

4'- 0"

18"-20"

ACCESS DOOR

FOR TRAP-PRIMER

ACCESS DOOR

FOR WATER HAMMER

30" X 60"

TABLE (N.I.C.)

30" X 60"

TABLE (N.I.C.)

2'-

1 2" 2'-

10'-0"

1'- 0"

1'- 8"

2'-101 8"

BACK SPLASH

P-3

P-1 P-2

P-3

P-1 P-2

(NEW 3" S.W.W.)

EXISTING SANITARY PIPE

(2" S.W.W.) (2" S.W.W.)

EXISTING WATER PIPE

NEW WATER PIPE

F.F. ELEV.

100'-0"

PIPES TRANSITION POINT

-EXTERIOR TO INTERIORSLOPE= 1/8"/ FOOT (MINIMUM)

V.G.C.

(1-1/2" S.V.)(1-1/2" S.V.)

(1" C.W.)(1" C.W.)

COPPER PIPE PLUGGE

(3" S.W.W.)(2" S.W.W.)

W.H.A.

F.C.O.

P-2

P-1

P-2

P-1P-3 P-3

EXISTING 3/4" COPPER PIPE

NEW GATE VALVE

VACUUM BREAKER

TRAP PRIMER

WATER SUPPLY

FLOOR DRAIN (P-3)

GRAVITY LINE

AVOID DIRECT CONNECTION

TO WATER SUPPLY

6" X 6" ACCESS DOOR

DPW ENGINEERING

DIVISION

SHEET ID

P-101

RESTROOM AND BREAK-ROOM EQUIPMENT AND ACCESSORIES

ITEM # DESCRIPTION QT TYPE SPECIFICATION NOTES

P-1 TOILET 2 FLOOR MOUNTED BACK OUTLET 1,2

P-2 LAVATORY 2 WALL MOUNTED 20" VITREOUS CHINA 3,4,5

P-3 FLOOR DRAIN 2 INTEGRAL P TRAP CAST IRON BODY 9

4 BABY CHANGING STA. 2 HORIZONTAL STAINLESS STEEL 10

5 MIRROR 2 FIXED TILT 24" X 36" S.S. FRAME 10

6 GRAB BARS 2 STRAIGHT GRAB BAR 36" X 1-1/2" DIA. 10

7 GRAB BARS 2 STRAIGHT GRAB BAR 42" X 1-1/2" DIA. 10

8 GRAB BARS 2 STRAIGHT GRAB BAR 18" X 1-1/2" DIA. 10

9 SEAT COVER DISPENSER 2 TOILET SEAT COVER PLASTIC BLACK 10

10 WASTE RECEPTACLE 2 12 GAL. CAPACITY S.S. 304 10

11 TOILET PAPER DISPENSER 2 --------------- ------------ 10

12 TOWEL PAPER DISPENSER 2 --------------- ------------ 10

13 LIQUID SOAP DISPENSER 2 --------------- ------------ 10

14 BASE CABINETS 3 PVC LAMINATED 3

4" PVC PLATES 6,8

15 WALL CABINETS 3 PVC LAMINATED 3

4" PVC PLATES 7

16 COUNTER TOP 1 SOLID ACRYLIC 5

8" THICKNESS 8

A B C D E F

REST ROOMS AND KITCHENETTE EQUIPMENTS NOTES;

1. TOILET FLOOR MOUNTED, BACK OUTLET ELONGATED BOWL, 1.1 - 1.6 GPF, SIMILAR OR EQUAL TO AMERICAN STANDARD PRIOLO, COMMERCIAL BLACK OPEN FRONT SEAT, COMPLIES WITH STANDARD SET FORTH BY ADA.

2. MANUAL FLUSH VALVE SIMILAR OR EQUAL TO AMERICAN STANDARD 6047.161, 1.6 GPF.

3. 20 INCH VITREOUS CHINA RESTROOM SINK, WALL MOUNTED, SIMILAR OR EQUAL TO AMERICAN STANDARD MODEL 9024907EC.020 (SEE WALL REINFORCEMENT DETAILS).

4. RESTROOM SINK COPPER GRID DRAIN STRAINER CHROME FINISH.

5. 1-1/4" P-TRAP 20 GAUGE BRASS POLISHED CHROME FINISH, TOW ANGLE STOP VALVE 3 8" NPT FEMALE THREAD INLET FOR HOT AND COLD WATER WITH 12" X 12" BULL-NOSE FLEXIBLE SUPPLY RISER, POLISHED CHROME, WITH

WALL FLANGE.

6. THREE BASE CABINETS IN PVC WITH WHITE PLASTIC LAMINATE- ONE TWO DOORS CABINET 34" W X 34-1/2" H X 24" D WITH ADJUSTABLE SHELF WITH 105 * OPENING ANGLE, QUIET SOFT-CLOSE, 3- WAY ADJUSTABILITY, AND HEAVY-DUTY STEEL CONSTRUCTION HINGES, ONE THREE DRAWERS CABINET 24" W X 34-1/2" H X 24" D WITH UNDERMOUNT SOFT-CLOSE DRAWERS SLIDES FULL EXTENSION DRAWERS RAILS GLIDES RUNNERS WITH LOCKING DEVICE AND REAR MOUNTING BRACKETS, ONE PULL OUT DOUBLE TRASH CANS UNDER KITCHEN CABINET 24" W X 34-1/2" H X 24" D WITH SOFT-CLOSE SLIDES METALLIC SILVER.

7. THREE WALL CABINET WITH DOOR IN PVC WITH WHITE PLASTIC LAMINATE 31" W X 30" H X 12.5" D WITH ADJUSTABLE SHELF, ONE WALL CABINET OVER REFRIGERATOR 36" W X 24" H X 12.5" D WITH LIFT-UP OPENING DOORS, SOFT-CLOSE HINGES AND DUO FLAP STAY.

8. SOLID ACRYLIC COUNTER TOP AND INTEGRAL BACK SPLASH SIMILAR OR EQUAL TO DUPONT CORIAN (COLOR SHALL BE SELECTED BY GOVERNMENT).

9. FLOOR DRAIN (F.D.) WITH TRAP PRIMER CONNECTION SHALL HAVE 14" DIA. COPPER PIPING WITH TRAP PRIMER VALVE SIMILAR OR EQUAL TO WATTS LFTP300 TO MAINTAIN TRAP WITH WATER AT ALL TIME INCLUDE INSTALLATION OF 6" X6" ACCESS DOOR FOR TRAP PRIMER ACCESS.(SEE FLOOR DRAIN TRAP-PRIMER DETAIL)

10. SEE SCOPE OF WORK FOR MORE INFORMATION.

P-101

BREAK ROOM FLOOR PLAN (BLOW-UP)

SCALE 1/4" - 1'-0"

BREAK ROOM ELEVATION

SCALE 3/8" - 1'-0"

RESTROOMS FLOOR PLAN (BLOW-UP)

SCALE 3/8" - 1'-0"

RESTROOMS ELEVATION

SCALE 3/8" - 1'-0"

RESTROOMS ELEVATION

SCALE 3/8" - 1'-0"

RESTROOMS ELEVATION

SCALE 3/8" - 1'-0"

RESTROOMS SANITARY AND WATER PIPES ELEVATIONS

SCALE 3/8" - 1'-0"

RESTROOMS SANITARY AND WATER PIPES FLOOR PLAN

SCALE 3/8" - 1'-0"

SANITARY WASTE WATER (S.W.W.) AND COLD WATER PIPES (C.W.) SPECIFICATIONS

· ALL PVC PIPES AND ACCESSORIES SHALL BE SCH. 40- 3", 2" AND 1-1/2" DIA.

· ALL SANITARY WASTE WATER (S.W.W.) AND VENT (S.V.) PVC PIPES SHALL BE ATTACHED TO WALL WITH GALVANIZED STRUT CHANNEL AND

CLAMS NO MORE THAN 3'-0" C.T.C. APART.

· COLD WATER PIPES (C.W.)SHALL BE 1" DIA. RIGID TYPE K COPPER AND ATTACHED TO THE WALL WITH GALVANIZED STRUT CHANNEL AND

INSULATED CLAMS.

· SANITARY VENTILATION (S.V.) PIPE SHALL BE DIRECTED TO THE EXTERIOR OF THE BUILDING AND PLUGGED WITH WALL ROUND AIR

VENTILATION STAINLESS STEEL GRILL COVER (V.G.C.).

· NEW POTABLE WATER PIPE SHALL HAVE A GATE VALVE ON CONNECTION WITH EXISTING AND WATER HAMMER ARRESTOR (W.H.A.) WITH

ACCESS DOOR AT THE END OF THE PIPE LINE AS SHOW IN PIPING ELEVATION.

· SANITARY PVC PIPE SHALL HAVE FLOOR CLEAN OUT ADAPTER (F.C.O.) AND PLUGGED AT THE END OF THE PIPE LINE AS SHOW IN PIPING

ELEVATION.

· NEW PIPES CONNECTIONS ARE INDICATED IN THE ELEVATION WITH SECTION SYMBOL FOR SANITARY PIPE AND SECTION SYMBOL

FOR POTABLE WATER PIPE.

· THE CONTRACTOR SHALL CLEAN THE EXISTING DUCTILE IRON SANITARY SEWER PIPE (SEE SCOPE OF WORK, ITEM 1.2.2 WORK TO BE

DONE, ITEM N-6).

FLOOR DRAIN TRAP-PRIMER DETAIL

SCALE - N.T.S.

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NEW

RESTROOMS ELEVATION

SCALE 3/8" - 1'-0"

P-101

WALL REINFORCEMENT FOR RESTROOM EQUIPMENT AND ACCESSORIES

SCALE - N.T.S.

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LAVATORY MOUNTING DETAILS.

3 16 " X

2- 1/2

" F

T-

H W

2" X

6" T

2" X

" T

GRAB BARS, MIRROR AND

OTHER ACCESSORIES

MOUNTING DETAILS.

BABY CHANGING STATION

MOUNTING DETAILS.

2" X

4" X

" T

O N

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6 E A.

1 4" X

3" P

(A S

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X 4"

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N.I.C.

5'-0" 11'-0" 8'-11"

5'- 6"

'-0

6'- 6"

5'-0" 16'-0" 8'-11"

5'- 6"

'-0

1'- 0"

3'-0"

1'- 0"

3'-0"

3'- 0"

2'- 0"

T O

1'- 0'

1'- 0"

3'-0"

1'- 0"

2'- 0"

1'- 0"

3'-0"

2'6"

1'- 2.5

" T O

1'- 0"

3'-0"

2' ,M

POST

WITH

+ 1"

MIN.

38"

5' (MAX.)5' (MAX.) 5' (MAX.)

RAILING

12" (MIN.)

EXTENTION

DPW ENGINEERING

DIVISION

SHEET ID

S-101

CONTINUOUS FOOTING SECTION-

SCALE 3/4" = 1'-0"

CONTINUOUS FOOTING SECTION-

SCALE 3/4" = 1'-0"

SPREAD AND CONTINUOUS FOOTING SECTION-

SCALE 3/4" = 1'-0"

CONTINUOUS FOOTING SECTION-

SCALE 3/4" = 1'-0"

S-101

FOOTING WALL SECTION-

SCALE 3/4" = 1'-0"

STRUCTURAL GENERAL NOTES;

· CONTRACTOR SHALL DISPOSE MATERIAL EXCAVATED (SOIL) OUT OF THE BASE IN AUTHORIZED LANDFILL.

· BACK-FILL MATERIAL SHALL BE A-2-4 OR BETTER AND COMPACTED AS MINIMUM OF 90% USING MODIFY PROCTOR TEST IN ACCORDANCE

WITH A.S.T.M. D698.

· CONCRETE STRUCTURES SHALL HAVE MINIMUM OF 3,500 PSI, IN ACCORDANCE WITH A.S.T.M. C138.

· REINFORCEMENT STEEL SHALL HAVE MINIMUM YIELD STRENGTH OF 60 KSI IN ACCORDANCE WITH A.S.T.M. A-615.

· MAIN REINFORCEMENT STEEL REBAR CONCRETE EFFECTIVE COVER ON STRUCTURES NOT EXPOSED TO SOIL CONCRETE SHALL BE 1-1/2"

MINIMUM, FOR STRUCTURES EXPOSED TO SOIL SHALL BE 3" MINIMUM.

· INSTALL 6 MILS PLASTIC VAPOR BARRIER UNDER FLOOR SLAB. (OVER COMPACTED SOIL)

· CONTRACTOR SHALL USE SERVICES OF CERTIFY MATERIAL TESTING LABORATORY TO PERFORM THE SOIL AND CONCRETE TESTING.

· ENTRANCE RAMP SLAB SURFACE SHALL BE MEDIUM BROOM FINISH INCLUDING EDGE FINISH WITH HAND CONCRETE EDGER TOOL, USE

HAND GROOVER TOOL TO MAKE CONSTRUCTION JOINT WHEN CHANGING SLOPE AND APPLY CONCRETE CURING COMPOUNDS.

· CONTRACTOR SHALL LEAVE HOLES IN RAMP SLAB CURB FOR INSTALLATION OF RAILINGS. (SEE RAILING POST ANCHOR DETAIL ON THIS

SHEET)

S-101

SPREAD FOOTING SECTION-

SCALE 3/4" = 1'-0"

CONCRETE RAMP FOOTING PLAN

SCALE 3/8" = 1'-0"

RAILING POST ANCHOR DETAIL

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

S-101

RAILING TYPICAL ELEVATION

SCALE 3/8" - 1'-0"

ANCHOR DETAIL

SEE RAILING POST

E N

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A N

C E

R A

M P

U C

T U

R A

L P

L A

N , D

E T

S A

N D

N O

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CONCRETE RAMP SLAB REINFORCEMENT PLAN

SCALE 3/8" = 1'-0"

S-101

RAILINGS GENERAL NOTES;

· STAINLESS STEEL SHALL BE 1-1/2" INTERIOR DIAMETER CIRCULAR HOLLOW SECTION (CHS) GAUGE 40 ALLOY 316.

· RAILING POST SHALL BE GROUT WITH NON-SHRINK AND NON-METALLIC GROUT SIMILAR OR EQUAL TO SIKAGROUT 212

GENERAL PURPOSE CEMENTITIOUS GROUT.

· PIPES CONNECTIONS (TEE, ELBOW, CROSS TEE, COUPLING) SHALL BE FULL TIG WELDING (GTAW) USING A 309 FILLER METAL.

· THE NEW STAINLESS STEEL RAILING AND THE EXISTING GALVANIZED RAILING THAT WILL REMAIN SHOULD NOT BE

CONNECTED, THEY SHOULD BE SPACED NO MORE THAN 4" APART FROM EACH OTHER.

· END OF HAND RAIL (RAILING EXTENSION) TO HAVE 180 DEGREE BEND.

· MAXIMUM POST SEPARATION IS 5'-0" CENTER TO CENTER (C.T.C).

· ALL RAILING POST SHALL INCLUDE 4-1/4" DIA. STAINLESS STEEL BASE FLANGE COVER.

S-101

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SEE STEEL COLUMN DETAIL "A" ON SHEET S-102

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SEE STEEL COLUMN DETAIL "A" ON SHEET S-102

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SEE STEEL COLUMN DETAIL "A" ON SHEET S-102

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SEE STEEL COLUMN DETAIL "B" ON SHEET S-102

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CONSTRUCTION JOIN (C.J.)

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FLOOR SLAB REINFORCEMENT #4 @ 12" CTC

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FLOOR SLAB REINFORCEMENT #4 @ 12" CTC

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IF THIS DRAWING IS REDUCED

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USE GRAPHIC SCALE

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GRAPHIC SCALE

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RAMP SLAB REINFORCEMENT

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5 BARS #5 CONTINUOUS

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#5 BARS @ 1'-0" C.T.C.

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BARS #4 @ 8" BOTH WAYS

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RAMP SLAB REINFORCEMENT

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5 BARS #5 CONTINUOUS

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#5 BARS @ 1'-0" C.T.C.

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BARS #3 @ 12"

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AND #3 CONT.

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BARS #3 @ 12"

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AND #3 CONT.

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RAMP SLAB REINFORCEMENT

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RAMP SLAB REINFORCEMENT

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#5 BARS @ 8" C.T.C.

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BARS #4 @ 8" BOTH WAYS

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FLOOR SLAB REINFORCEMENT

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#5 BARS @ 1'-0" C.T.C.

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EXISTING FLOOR SLAB

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5 BARS #5 CONTINUOUS

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BARS #4 @ 8" BOTH WAYS

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FLOOR SLAB REINFORCEMENT

AutoCAD…

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File details come from the government source that posted it. Updated May 19, 2026.