COLLEGE STREET VOCATIONAL CENTER … · existing fire extinguisher & cabinet ... fire alarm system to be provided. mechanical electrical mechanical engineer associated design group,

COLLEGE STREET VOCATIONAL CENTERWELDING SHOP UPGRADES

PROJECT NO. 2018-09PC736 EAST COLLEGE STREET, LAKE CHARLES, LA 70607

DECEMBER 15, 2017

AFF

AHU

ASL

BDS

BLDG

CC/OC

CJ

CLG

CONC

CONT

COORD

CU

EJ

EX

EFE

EWC

FE

FF

GA

GB

GYP BD

HDG

HORIZ

NIC

OL

PB

PV

RCP

REV

SIM

TYP

VOJ

W/

WDW

WWR

ABOVE FINISH FLOOR

AIR HANDLING UNIT

ABOVE SEA LEVEL

WOOD BOARDS

BUILDING

CENTER TO CENTER / ON CENTER

CONTROL JOINT

CEILING

CONCRETE

CONTINUOUS

COORDINATE

CONDENSING UNIT

EXPANSION JOINTS

EXISTING

EXISTING FIRE EXTINGUISHER & CABINET

ELECTRIC WATER COOLER

NEW FIRE EXTINGUISHER & CABINET

FINISH FLOOR

GAUGE

GRAB BAR (SIZE AS NOTED)

GYPSUM BOARD DRYWALL

HOT DIPPED GALVANIZED

HORIZONTAL

NOT IN CONTRACT

OCCUPANCY LOAD

PIPE BOLLARD

PLUMBING VENT

REINFORCED CONCRETE PIPE

REVERSE (IMAGE)

SIMILAR

TYPICAL

VERIFY ON JOB

WITH

WINDOW

WELDED WIRE REINFORCING

PROJECT TEAM

PROJECT INFORMATION

DRAWING LIST

PROPERTY:

PROJECT:

AREA:

OCCUPANCY:

CODE:

NOTES:

ARCHITECT

ELECTRICAL ENGINEER

ARCHITECTURAL

PLUMBING

BROSSETT ARCHITECT, LLC414 PUJO STREETLAKE CHARLES, LA 70601337.439.8400 PH

ROOM NUMBER101

101

01

AX.X01

AX.X01

DOOR MARK

WINDOW MARK

ELEVATION MARK

SECTION MARK

GENERAL LEGEND

ABBREVIATION

OWNERCALCASIEU PARISH SCHOOL BOARD3800 MALLARD COVE DRIVE, BLDG 506LAKE CHARLES, LA 70615337.217.4350 PH / 337.217.4351 FAX

D HICKS CONSULTING, INCPO BOX 52311 LAFAYETTE, LA 70505337.233.4688 PH / 337.233.4689 FAX

AN EXISTING HIGH SCHOOL VOCATIONAL CENTER CAMPUS.

RENOVATE AN EXISTING CLASSROOM AND SHOP TO SERVE AS A CLASSROOM AND WELDING SHOP.

RENOVATED SPACE : 3,655 SFTOTAL BUILDING : 8,968 SF

EDUCATION

2015 NFPA 101 LIFE SAFETY2015 IBC2015 IEBC2010 ADA STANDARDS

FIRE ALARM SYSTEM TO BE PROVIDED.

MECHANICAL

ELECTRICAL

MECHANICAL ENGINEERASSOCIATED DESIGN GROUP, INC3004 RYAN STREETLAKE CHARLES, LA 70601337.602.6295 PH

P2.0 PLUMBING PLAN - DEMOP2.1 PLUMBING PLAN - NEW

M2.0 MECHANICAL PLAN - DEMOM2.1 MECHANICAL PLAN - NEWM3.1 MECHANICAL SCHEDULES AND DETAILS

E1.0 GENERAL NOTES AND SCHEDULESE2.0 POWER PLANE3.0 LIGHTING PLANE4.0 SPECIAL SYSTEMS PLANE5.0 ONE-LINE DIAGRAM

I-10

I-210

KIRK

MAN

STR

EET

BROAD STREET

LAKE CHARLES

WESTLAKE

I-210

COLLEGE STREET

KIRK

MAN

STR

EET

PROJECT LOCATION

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COPYRIGHT 2017,Brossett Architect, LLC. AllRights Reserved. Thisdocument shall not becopied or reproducedwithout written permission.

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A1.1 SITE PLANA1.2 SITE DETAILSA2.0 FLOOR PLAN - DEMOA2.1 FLOOR PLAN - NEWA2.2 DOOR SCHEDULE AND DETAILSA2.3 WINDOW SCHEDULE AND DETAILSA3.1 EXTERIOR ELEVATIONSA3.2 BUILDING SECTIONSA4.1 INTERIOR ELEVATIONS AND DETAILSA6.1 FLOOR FINISH PLANA6.2 REFLECTED CEILING PLANA9.1 WALL SECTIONS AND DETAILS

T0.1 TITLE SHEETT0.2 CODE COMPLIANCE

COLLEGE STREET VOCATIONAL CENTERWELDING SHOP UPGRADES

PROJECT NO. 2018-09PC736 EAST COLLEGE STREET, LAKE CHARLES, LA 70607

DECEMBER 15, 2017SCALE: N.T.S.

1 VICINITY MAP

SCALE: N.T.S.

2 LOCATION MAPN

N

craber

12/15/17

.

.

.

.

CLASSROOM101

O.L.=40

STORAGE102

O.L.=1

LOCKERS103

O.L.=7

STORAGE104

O.L.=1

STORAGE106

O.L.=1

EQUIPMENT ROOM105

NEW WELDINGSHOP107

O.L.=34

EX SHOP108

25.75 FT COMMON PATH OF TRAVEL

23.5

0 FT

TO

EXI

T

68.00 FT TO EXIT

55.00 FT TO EXIT (NO WORK)

FE

FE

FE

FE

FE

(NO WORK)

. .

.

.

NEW LEVEL LANDING

. .

.

.

.

.

CLASSROOM101

STORAGE102

STORAGE104

EQUIPMENT ROOM105

STORAGE106

LOCKERS103

NEW WELDINGSHOP107

EX SHOP108

ADA

BEN

CH

. .

.

.

. .

36" CLEAR PATH OF TRAVEL

COLL

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CEACTUAL AREA OF EXTERIOR WALL OPENINGS UNLIMITED NO LIMIT

MAXIMUM AREA OF EXTERIOR WALL OPENINGS 5000: T7.3.5 (A) UNLIMITED T705.8 NO LIMIT

ALLOWABLE COMBUSTIBLE MATERIAL 5000: 7.2.3.2.13 INSULATION, DOORS, WINDOWS, FRAME, TRIM, MILLWORK, BLOCKING 603.1 FINISH FLOORING, MILLWORK, BLOCKING, DOORS

JANITOR CLOSET - - - -

SPRINKLERS 15.3.5 NOT REQUIRED / NOT PROVIDED 903.2.3 NOT REQUIRED / NOT PROVIDED

INTERIOR FLOOR FINISH T A.10.2.2 CLASS A (EXITS) / CLASS A OR B (EXIT ACCESS CORRIDORS) / CLASS A,B, OR C (ALL OTHER... 804.4.2 CLASS II

INTERIOR WALL AND CEILING FINISH 15.3.3.2 CLASS A (EXITS) / CLASS A OR B (CORRIDORS AND LOBBIES) T803.11 CLASS B OR C

CORRIDOR FIRE RESISTANCE 15.3.6 1/2 HOUR 1020 NOT REQUIRED (NO CORRIDORS PROVIDED - EXIT DIRECTLY TO EXTERIOR)

FIRE EXTINGUISHERS 9.7.4.1 2A:10B:C ONE PER 1,500 S.F. (150 FT BETWEEN FIRE EXTINGUISHERS) 906.3 (NFPA 10) 2A:10B:C ONE PER 1,500 S.F. (150 FT BETWEEN FIRE EXTINGUISHERS)

FIRE ALARM 15.3.4.1.1 REQUIRED 907.2.3 REQUIRED

FIRE DETECTION 15.3.4.2 REQUIRED 907.3 REQUIRED

SPECIAL HAZARD PROTECTION - - - -

VERTICAL SHAFT - N/A - N/A

SMOKE BARRIERS - - 709 NOT REQUIRED

SMOKE PARTITIONS - - 710 NOT REQUIRED

FIRE WALL FIRE RESISTANCE (HOURS) - - - -

FIRE BARRIERS NOT REQUIRED 707.3 NOT REQUIRED

EXTERIOR NON-BEARING FIRE RATED 5000: T7.2.1.1 0 T601 0

INTERIOR NON-BEARING FIRE RATED 5000: T7.2.1.1 0 T601 0

ROOF/CEILING FIRE RATED 5000: T7.2.1.1 0 T601 0

FLOOR/ CEILING FIRE RATED 5000: T7.2.1.1 0 T601 0

BEAMS, GIRDERS, TRUSSES FIRE RATED 5000: T7.2.1.1 0 T601 0

COLUMNS FIRE RATED 5000: T7.2.1.1 0 T601 0

INTERIOR BEARING WALLS FIRE RATED 5000: T7.2.1.1 0 T601 0

EXTERIOR BEARING WALLS FIRE RATED 5000: T7.2.1.1 0 T601 0

CONSTRUCTION TYPE 5000: 7.2.3.1 TYPE II, 000 T601 TYPE II, B

MARKING OF EXITS 14.2.10 REQUIRED 1013.1 REQUIRED

EMERGENCY LIGHTING 15.2.9.1 REQUIRED 1008.3 NOT REQUIRED IN AISLES, CORRIDORS AND RAMPS

ILLUMINATION OF EXIT 15.2.8 REQUIRED 1008.1 REQUIRED

DISCHARGE FROM EXIT 7.7.1 EXIT DISCHARGE TO EXTERIOR 1028.1 DISCHARGE TO EXTERIOR

TRAVEL DISTANCE TO EXIT 15.2.5.3.2 / 15.2.6.2 75 FT MAX COMMON PATH OF TRAVEL / 150 FT MAX TRAVEL DISTANCE T1017.2 200 FT MAX TRAVEL DISTANCE

ARRANGEMENT OF EGRESS 7.5.1.3.2 1/2 DIAGONAL MAX DISTANCE APART 1007.1.1 1/2 DIAGONAL MAX DISTANCE APART

NUMBER OF EGRESS 15.2.4.2 TWO EXITS REQUIRED T1006.2.1 ONE EXIT (SPACE < 50 O.L. W/ 75 FEET COMMON PATH OF TRAVEL MAX)

CAPACITY OF EGRESS T7.3.3.1 0.3 INCHES PER PERSON (STAIRS) 1005.3.1 0.3 INCHES PER PERSON (STAIRS)

CORRIDOR WIDTH MINIMUM 15.2.3.2 72 INCHES MIN T1020.2 44 INCHES MIN

PANIC/ EXIT DEVICE NOT REQUIRED 1010.1.10 REQUIRED (WHEN > 50 O.L.)

DOOR ENCROACHMENT 7.2.1.4.3.1 7" MAX FULLY OPEN INTO REQ'D WIDTH / 1/2 INTO REQ'D WIDTH DURING SWING 1005.7.1 7" MAX FULLY OPEN INTO REQ'D WIDTH / 1/2 INTO REQ'D WIDTH DURING SWING

DOOR SWING 7.2.1.4.2 (1) IN DIRECTION OF TRAVEL (AT ROOM/SPACES OVER 50 O.L.) 1010.1.2.1 IN DIRECTION OF TRAVEL (WHEN > 50 O.L.)

FLOOR LEVEL AT DOORS 7.2.1.3.1 1/2 INCH MAX VERTICAL 1010.1.7 1/2 INCH MAX VERTICAL

EGRESS CAPACITY 7.3.3.1 0.2 INCHES PER PERSON (CORRIDORS/RAMPS) 1005.3.2 0.2 INCHES PER PERSON (CORRIDORS AND RAMPS)

MIN DOOR WIDTH 7.2.1.2.3.2 32 INCHES CLEAR 1010.1.1 32 INCHES CLEAR

HAZARD OF CONTENTS 6.2.2.4 ORDINARY - -

CONSTRUCTION TYPE 5000: 7.2.3.1 TYPE II, 000 T601 TYPE II, B

ACTUAL BUILDING HEIGHT 15' - 8" 15' - 8"

ALLOWABLE BUILDING HEIGHT 5000: T7.4.1 2 STORIES / 55 FEET T503 2 STORIES / 55 FEET

OCCUPANCY SEPARATION T6.1.14.4.1 (B) NONE T508.4 NONE

OCCUPANT LOAD T7.3.1.2 (CLASSROOM = 20 NET / SHOP = 50 NET) 40 O.L. + 34 O.L. = 74 O.L. (RENOVATED SPACES) T1004.1.2 (CLASSROOM = 20 NET / SHOP = 50 NET) 40 O.L. + 34 O.L. = 74 O.L. (RENOVATED SPACES)

OCCUPANT CLASSIFICATION 6.1.3 EDUCATION 305.1 EDUCATION GROUP E

BUILDING SQUARE FOOTAGE RENOVATION = 3,655 S.F. / TOTAL BUILDING = 8,968 S.F. RENOVATION = 3,655 S.F. / TOTAL BUILDING = 8,968 S.F.

CODE LOCATION BUILDING SPECIFIC DATA CODE LOCATION BUILDING SPECIFIC DATA

NFPA 101, 2015 EDITION IBC, 2015 EDITION / IEBC 2015 - ALTERATION LEVEL 2

CODE COMPLIANCE REVIEWSCALE: 1/8" = 1'-0"

1 CODE COMPLIANCE PLAN N

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

2 ACCESSIBILITY PLANN

LEGEND

craber

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X XX X XX XX XX

XX

XX

XX

XX

XX

XX

X X

XX

XX

X

XX XXX

XX

X

XX XXXXX

XX

XX

XX XXXXX

X

X XX X X X X XX

XX

X XX XX

XX

X

X X

X XX XX

XX XX

XX

XX

XX

XX

X

X X

X X

COLLEGE STREET

KIRK

MAN

STR

EET

LIMITS OF PROJECT WORK

EX PP EX PP

EX OVERHEAD UTILITY LINES TO REMAIN

EX BLDG

EX BLDG

EXISTING BUILDING

EXIS

TIN

G B

UIL

DIN

G

EXISTING BUILDING

EXISTING BUILDING

.

EX D

RIVE

(ON

E W

AY)

.

EX DRIVE(ONE WAY)

EX PARKING TO REMAIN

POD BUILDING UNDER CONSTRUCTION BY OTHERS (NIC)

EX BUS PARKING AREA

LAY DOWN YARD FOR CONTRACTOR

+88.25"

+95.75"

+96.75"

+83.25"EX CB

EX CB

(+100.00")

+91.50"

+91.00"

+90.25"A1.1

2

EX BLDG

EX CANOPIES TO REMAIN

EX CANOPIES TO REMAIN

.

NO

WO

RK

.

RAM

P D

OW

N

1"12

MAX

.

RAM

P D

OW

N

1"12

MAX

.

SLOPE DOWN TO EXISTING

.

FLARE DOWN

NEW CONCRETE LEVEL LANDING

NEW STEEL PIPE BOLLARD

EX POWER POLE AND TRANSFORMERS TO REMAIN

EX OVERHEAD UTILITY LINES TO REMAIN

EX CHAIN LINK FENCE TO REMAIN


EXISTING WELDING SHOP

AREA OF NEW WORK

(NO WORK IN THIS ROOM)

EX ROOF ABOVE TO REMAIN

EX CATCH BASIN TO REMAIN

EX CATCH BASIN TO REMAIN

EX CANOPY ABOVE TO REMAIN

(+100.00")

+92.25" (EXISTING)

(+83.25")

EX ROOF ABOVE TO REMAIN


EXISTING CLASSROOM

EX BLDG (NO WORK)

A1.21

+91.50" (EXISTING)

.

SLOPE1:66 MAX

.

.

.

NEW CONC LEVEL LANDING AND FLARES

COLL

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SCALE: 1" = 40'-0"

1 SITE PLANN SCALE: 1" = 10'-0"

2 PARTIAL SITE PLANN

craber

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X XX X X

X XXXX X

X XX X X

XX XXX

XX X

X XX X

XX X

X XX XXX X X

XXX

NEW CONCRETE RAMP TOP OF NEW FINISH FLOOR

EX CONC PAVING TO REMAIN

NEW 1/2" COMPRESSIBLE FILLER AND SEALANT


COMPACTED STRUCTURAL FILL

NEW #4 BAR CONT

1 1/2" DIA STEEL HANDRAIL SYSTEM. PAINT.

6x6 4GA WWR SET ON CHAIRS

TERMINATE HANDRAIL WITH RETURN TO WALL

4"4"

6"

EQEQ

1'-0

" (T

YP)


NEW CONCRETE PAVING

KEYWAY


0'-6

"

(2) #4 BAR CONT. (TYP)

NOTED AS CJ ON PLANS

EQEQ

18"

14"

NEW CONCRETE RAMP

1 1/2" DIA STEEL RAIL. PAINT.

1 1/2" DIA STEEL POST AT 5'-0" MAX (TYP). PAINT.



TOP OF NEW FINISH FLOOR

TOP OF EX FOUNDATION




NEW #4 BAR CONT

6x6 4GA WWR

4"

TERMINATE EXTENSION TO WALL (BEYOND)


± 3 1/4" (2 1/4" MIN CLEAR)

VARI

ES

6"4"

3'-0

"EQ

EQ

4"

1'-0" (FLAT)

3'-0

"

1'-6

"

3'-0

"

1'-6

"

0'-4

"

START OF LEVEL LANDING

1 1/2" DIA STEEL HANDRAIL EXTENSION. PAINT.

CONCRETE LEVEL LANDING (5'-0" x 5'-0" MIN)

1 1/2" DIA STEEL POST AT 5'-0" MAX. PAINT.



1 1/2" DIA STEEL HANDRAIL. PAINT.

CONCRETE RAMP

0'-5

"

CONCRETE LEVEL LANDING (5'-0" x 5'-0" MIN CLEAR)

3'-0

"

18"

14"

4"

NEW CONCRETE RAMP


1 1/2" DIA STEEL POST AT 5'-0" MAX (TYP).

4"



0'-8

" (V

OJ)

TOP OF NEW FINISH FLOOR

0'-6

"


NEW 1/2" COMPRESSIBLE FILLER AND SEALANT TOP OF EX

FOUNDATION



NEW #4 BAR CONT.


EQEQ

4'-9

1/4

" (VO

J)6'

-0"

8'-6

"5'

-2"

0'-6

"12

'-0"

4'-9

" (V

OJ)

6'-0

"9'

-1"

5'-6

"

62'-3

1/4

"

2'-0" 6'-0"

1'-0" 6'-0"

6'-0"

1'-0

"

1'-0"

0'-6

"

0'-6

"

6"

.

RAM

P D

OW

N 1

:14

MAX

.

RAM

P D

OW

N 1

:14

MAX

.


.

FLARE DOWN

.

SLOPE 1:72

.

SLOPE 1:72

.

SLOPE 1:72.

SLOPE 1:72

.

SLOPE 1:72

.

SLOPE 1:72

EJ

EJ EJ

EJ

EJ

EJ EJEJEJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

CJ

CJ

CJ

NEW DOOR DASHED FOR CLARITY

PAINT 4" SAFETY STRIPE

+92.25"+100.00"

+92.00"+99.00"

+92.00"+92.75"

+91.75"+91.75"

+92.00"+100.00"

+91.25"+92.25"

+91.25"+91.25"

+91.75"+99.00"

+92.00"+100.00"



NEW POWDER COAT HANDRAIL SYSTEM

NEW POWDER COAT HANDRAIL SYSTEM

NEW CONCRETE CURB. RE:

NEW STEEL PIPE BOLLARD. RE:

NEW STEEL PIPE BOLLARD.RE:

3

A1.2

5

A1.2

10

A1.2

9

A1.2

3

A1.2

5

A1.2

10

A1.2

8

A1.2

/7 A1.2

/5 A3.1

/5 A3.1

3'-0

"

3'-0

"


TERMINATE WITH RETURN TO WALL.

CONCRETE LEVEL LANDING (5'-0" x 5'-0" MIN)

1'-0"1'-0"

TERMINATE WITH RETURN TO WALL.


CONCRETE LEVEL LANDING (5'-0" x 5'-0" MIN CLEAR)

CONCRETE RAMP

1 1/2" DIA STEEL HANDRAIL. PAINT.


1 1/2" DIA STEEL POST AT 5'-0" MAX. PAINT. (TYP)

0'-4

"

1'-8

"

4" 2"

6"

6"6"

6"

EQEQ

EQEQ

8"

(2" M

IN)

VARI

ES

THRESHHOLD OF EX OVERHEAD DOOR (BEYOND)

0'-8"

NEW CONC CURB W/ 3/4" RADIUS ON ALL EXPOSED EDGES

NEW CONC LEVEL LANDING

#4 BAR CONT.

6x6 4GA WWR SET ON CHAIRSCOMPACTED STRUCTURAL FILL

NEW CONC RAMP

#3 DOWELS AT 12 OC

(2) #4 BAR CONT.

1/2" COMPRESSIBLE FILLER W/ SEALANT

EQEQ

6"

0'-8"

8" (

VOJ)

NEW CONC RAMP

EX CONC FOUNDATION (SLOPED)

NEW CONC TOPPING


NEW PLYWOOD SHEATHING. PAINT.

NEW 6" METAL STUDS TO REMAINNEW 7/8" HAT CHANNELS AS NEEDED (VOJ)

NEW PREFINISHED METAL PANEL TO MATCH EXISTING

NEW HANDRAIL SYSTEM (DASHED FOR CLARITY)


#4 BAR CONT COMPACTED STRUCTURAL FILL

1/2" COMPRESSIBLE FILLER AND SEALANT

TREATED 1X BLOCKING BETWEEN METAL PANEL RIBS

#4 BAR AT 48" OC. EPOXY INTO EX CONC. EXTEND INTO NEW CMU WALL.

NEW 8" CMU WALL. ALL CELLS FILLED.

#4 BAR CONTINUOUS 1'-0

"

EX CONC FOUNDATION (SLOPED)

NEW CONC TOPPING


EX BREAK METAL TO REMAIN


0'-6"

EQEQ

EX PREFINISHED METAL TRIMEX OVERHEAD DOOR GUIDE ASSEMBLY. MODIFY AS NEEDED.


NEW CONCRETE RAMP


#4 BARS CONTINUOUS

COLL

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SITE

DET

AILS

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

10 DETAIL - RAMP (BOTTOM LANDING)

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

6 DETAIL

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

5 DETAIL - RAMP

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

2 DETAIL - HANDRAIL EXTENSIONS (RAMP)SCALE: 1 1/2" = 1'-0"

3 DETAIL - RAMP (TOP LANDING)SCALE: 1/4" = 1'-0"

1 PARTIAL ENLARGED SITE PLAN

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

4 DETAIL - HANDRAIL EXTENSION (AT WALL)

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

7 DETAIL - CURBSCALE: 1 1/2" = 1'-0"

8 DETAIL - CONCRETE TOPPINGSCALE: 1 1/2" = 1'-0"

9 DETAIL - CONCRETE TOPPING

craber

12/15/17

REMOVE ALL EX LOCKERS IN THIS ROOM AND RETURN TO OWNER.

EX EXHAUST FAN ABOVE TO REMAIN

EX ELEC PANEL TO REMAIN

REMOVE EX DOOR AND FRAME. PATCH AND REPAIR WALL AS REQUIRED.

REMOVE EXISTING OVERHEAD COILING DOOR ASSEMBLY IN ITS ENTIRETY. PATCH AND REPAIR AS REQUIRED.

REMOVE EXISTING SINK, LAVATORY, TOILET, AND CABINET DISPLAYS AND RETURN TO OWNER

EX ELECTRICAL TO REMAIN

NO WORK IN THIS ROOM

REMOVE EX DOOR AND FRAME. PATCH AND REPAIR WALL AS REQUIRED.




.

EXISTING SLOPE DOWN.

.

EXISTING SLOPE DOWN.

EXISTING ROOF OVERHANG ABOVE TO REMAIN

REMOVE EX WATER HEATER

EX STEEL COLUMN TO REMAINEX SAFETY EYE WASH STATION TO REMAIN

REMOVE EXISTING ELECTRICAL PANEL AND SURFACE MOUNTED CONDUIT AND RECEPTACLES IN THEIR ENTIRETY

EXISTING ROOF OVERHANG ABOVE TO REMAIN

EX FOOTING, COLUMN, AND DOWNSPOUT TO REMAINEX DOOR TO REMAIN


REMOVE EX DOOR AND FRAME. PATCH AND REPAIR BOTH SIDES OF WALL TO MATCH EXISTING. (VOJ)

EX WALL TO REMAIN

REMOVE EXISTING DOOR

EX WALL TO REMAIN

EX WALL TO REMAIN

REMOVE EX FIRE EXTINGUISHER AND RETURN TO OWNER

EX STEEL COLUMN TO REMAIN


REMOVE EX WALL GIRT AT ±16" AFF ONLY

REMOVE EX METAL WALL PANEL UP TO EX WALL GIRT AT ±7'-2" AFF

REMOVE AND MODIFY EX WALL AND METAL WALL GIRT AS REQUIRED FOR NEW CASED OPENING

REMOVE EXISTING WATER COOLER IN ITS ENTIRETY AND CAP PLUMBING BEHIND WALL


EX WALL GIRT TO REMAIN

3'-7

1/4

"

REMOVE EX STEEL PLATE AT FLOOR

EX CONCRETE FLOOR SURFACE TO REMAIN

PREP EX CONC FLOOR SURFACE FOR NEW CONCRETE TOPPING



EX CONCRETE FLOOR SURFACE TO REMAIN

EX METAL WALL PANEL TO REMAINEX PLYWOOD TO REMAIN. PAINT.

REMOVE EX FURFACE MOUNTED ELECTRICAL DISPLAY COMPONENTS

REMOVE EX SMOKE EATER AND ALL ASSOCIATED COMPONENTS IN ITS ENTIRETY

REMOVE EX SMOKE EATER AND ALL ASSOCIATED COMPONENTS IN ITS ENTIRETY

EX HOSE BIBB TO REMAIN

EX DRAIN PIPE TO REMAIN (SAFETY EYE WASH)

REMOVE EX HOSE BIB AND CAP PLUMBING IN WALL.

EX HOSE BIBB TO REMAIN

+100.00"+97.25"+92.25"

+100.00"+98.50"

+92.00"+91.00"

+98.50"+100.00"

+98.50"+100.00"

+98.50"

(VOJ)

2'-0"

REMOVE EXISTING CONCRETE FLARE AND PREP FOR NEW CONCRETE TOPPING.

6'-0"4'

-9 1

/4"

19'-8

"12

'-6"

4'-8

31/

32"

19'-6

"

6'-0"

2'-0" 6'-0"

SAWCUT AND REMOVE EXISTNG CONCRETE PAVING AS REQUIRED FOR NEW CONCRETE RAMPS AND LANDINGS

CUT AND GRIND EXISTING BOLTS TO BE FLUSH AND SMOOTH W/ CONC FLOOR

1'-6

"

8'-0

"

6'-6"

SAWCUT AND REMOVE EXISTNG CONCRETE AS REQUIRED FOR NEW CONCRETE LEVEL LANDING AND FLARES

SAWCUT AND REMOVE EXISTNG CONCRETE AS REQUIRED FOR NEW CONCRETE LEVEL LANDING AND FLARES

2'-0"

5'-7

"

EX FIRE EXTINGUISHER TO REMAINREMOVE EX ELECTRICAL

REMOVE EX STEEL PLATE AT FLOOR

NOTE: ALL TOPO ELEVATIONS ARE RELATIVE AND EXISTING IN THIS DRAWING.

(NO WORK) (NO WORK)

COLL

EGE

STRE

ET V

OCA

TIO

NAL

CEN

TER

WEL

DIN

G S

HO

P U

PGRA

DES

SHEET NO.

726

EAST

CO

LLEG

E ST

REET

LAKE

CH

ARLE

S, L

A 70

607

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414

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, LA

706

01

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337.

439.

8400

VER.

DAT

ED

ESC

RIPT

ION

012

/15/

17BI

D S

ET

PRO

JECT

NO

. 20

18-0

9PC

12/1

8/20

17 9

:23:

29 A

M

A2.0

FLO

OR

PLAN

- D

EMO

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

1 PARTIAL FLOOR PLAN - DEMON

craber

12/15/17

A4.15

A4.14A4.1

1

15'-0

"

3'-4"5'-6"5'-6"3'-4 1/8" 3'-4" (TYP)

9'-0"

NEW CNC MACHINE (BY OWNER)

NEW POWER POLE. RE: ELECTRICAL.

NEW PULL DOWN ELECTRICAL OUTLETS ABOVE. RE: ELECTRICAL. WORK TABLES BY OWNER.

EX SAFETY EYE WASH TO REMAIN

EX OVERHEAD COIL DOOR TO REMAIN

NEW CASED OPENING

CLASSROOM101

STORAGE102

LOCKERS103

STORAGE104

EQUIPMENT ROOM105

STORAGE106

NEW WELDINGSHOP107

EX SHOP108

EX COLUMN TO REMAIN

5'-4

"7'

-4 5

/8"

4'-0

"12

'-2 7

/8"

NEW INSULATED WINDOW WALL SYSTEM WITH DOOR

NEW A/C

NEW A/C UNIT

EX PARKING

EX ELEC TO REMAIN

EX ELEC TO REMAIN

1 2(ADA)

TIG MACHINE

3(ADA)

MIG MACHINE

4 5 6 7 8 9 10 11 12 13

.

RAM

P D

OW

N 1

:14

MAX

.

RAM

P D

OW

N 1

:14

MAX

6'-0

"8'

-6"

5'-2

"0'

-6"

12'-0

"4'

-9"

6'-0

"9'

-1"

5'-6

"

.





NEW LEVEL LANDING

+6.5"

NEW CONC RAMP

EXISTING ROOF ABOVE TO REMAIN

.

FLARE DOWN

NEW HANDRAIL

NEW LEVEL LANDING

NEW CONC RAMP

NEW HANDRAIL

NEW LEVEL LANDING

EX CONC WHEEL STOP TO REMAIN

NEW CONCRETE DRIVE

RAISE CONCRETE FLOORING IN THIS AREA TO BE FLUSH AND LEVEL WITH EXISTING

RAISE CONCRETE FLOORING IN THIS AREA TO BE FLUSH AND LEVEL WITH EXISTING

NEW GYP BD WALL

NEW GYP BD WALL

NEW CMU WALLS

NEW CMU WALL

78'-5 1/2"

24'-0

1/2

"30

'-11

1/4"

55'-11 1/4" (VOJ)

EX OVERHEAD COIL DOOR TO REMAIN

EX EXHAUST FAN TO REMAIN

REMOVE EX DOOR AND INSTALL NEW LOUVER

NEW LOUVER ABOVE

NEW EXHAUST FAN

EX ELEC TO REMAIN

(NO WORK)

(NO WORK)

EX ELEC PANEL TO REMAIN

EX OVERHEAD POWER LINE

1

A3.2

1

A3.2

2

A3.2

2

A3.2

FE

FE

.

NEW CONC TOPPING.

EX CONC FLOOR

.

NEW CONC TOPPING.

EX CONC FLOOR

NEW INSULATED WINDOW

.

SLOPE 1:66 MAX

5'-6" 1'-0"

1'-0

"6'

-0"

1'-0

"

0'-6

"

.

.

.

NEW CONCRETE LEVEL LANDING FLUSH AND EVEN AT DOOR. NO STEP.

NEW CONCRETE FLARES. SLOPE DOWN TO EXISTING AT 1:12 MAX (VOJ)

.

101A

102 105

104

103

101B

107A

107B

107C

107D

+100.00"+100.00"

+98.50"+98.50"

+100.00"+98.50"

+99.00"+98.25"

+97.25"+100.00"

+100.00"+100.00"+92.25"

+100.00"+92.00"+99.00"

6'-0"

2'-0"

6'-0"

+92.00"+92.75"

+91.75"+91.75"

+92.00"+100.00"

+92.00"+100.00"

(VOID)

+91.25"+92.25"

+91.25"+91.25"

+91.75"+99.00"

.

SLOPE 1:72.

SLOPE 1:72

.

SLOPE 1:72

.

SLOPE 1:72

.

SLOPE 1:72

.

SLOPE 1:72

+98.50"+100.00"

+100.00"+100.00"

DRILL PRESS (BY OWNER) AIR COMPRESSOR (BY OWNER)

NEW INSULATED DOOR

NEW INSULATED DOOR

4'-5

7/8

"5'

-4"

PATCH AND REPAIR EXISTING WALL TO MATCH EXISTING

2

A4.1

3

A4.1

A4.17

A4.16

2

A9.1

4

A9.1

3

A9.1

1

A9.1

FLA

A

L

A

M

M

M N N

P

N

Q

R

G

S.1

P

G

G

T

C.1

C.1

C.1

G

S

G.1 G.1

H

J

I

J

IE J J

C

C

G.1

B

K

O

D

01

02 03

FE

FE

NEW ADA BENCH

NEW GYP BD FURR DOWN (ABOVE). PAINT.

NEW LOCKERS AS NOTED ABOVE.

6" M

ETAL

STU

DS

NEW METAL BUILDING WALL INSULATION SYSTEM AS NOTED FOR NORTH AND WEST WALLS OF THIS ROOM. EXTEND TO ROOF DECK. RE: /2 A3.2

2'-0"

NEW MARKER BOARD

(1) NEW ADA LOCKER AS NOTED ABOVE.

NOTES:1. STANDARD LOCKERS TO BE SALSBURY 16GA VENTED DOUBLE TIER 72165 WITH SLOPED HOODS AND BASES.2. ADA LOCKER TO BE SALSBURY 16GA VENTED DOUBLE TIER 72165 WITH SLOPED HOODS AND BASES. PROVIDE ADDITIONAL COMPARTMENT SHELF AND

INSTALL IN THE LOWER OPENING. TOP OF SHELF TO BE 16" AFF.

EJ

EJ

EJ

NEW METAL BUILDING WALL INSULATION SYSTEM AS NOTED FOR NORTH AND WEST WALLS OF THIS ROOM. EXTEND TO ROOF DECK. RE: /2 A3.2

+100.00"+100.00"

2'-0

"

NEW PREFINISHED METAL PANELS AND TRIM INSTALLED OVER EX METAL WALL GIRTS

NEW PREFINISHED METAL PANELS AND TRIM INSTALLED OVER EX METAL WALL GIRTS

G.1

G.1

EJ

EJ

EJ

NEW SIGNAGE TYPE A

NEW SIGNAGE TYPE A

NEW SIGNAGE TYPE C

NEW SIGNAGE TYPE A

NEW SIGNAGE TYPE A

2'-0"5'-4"

NEW SIGNAGE TYPE B

NEW SIGNAGE TYPE B

NEW SIGNAGE TYPE C

NEW SIGNAGE TYPE C

1. ALL DIMENSIONS TO FACE OF STUD OR FACE OF MASONRY/FOUNDATION

2. ALL NEW INTERIOR AND EXTERIOR STUD WALLS TO BE INSULATED WITH UNFACED BATT TO FIT THICKNESS OF WALL.

3. PROVIDE 18GA. STEEL BLOCKING IN WALLS FOR MILLWORK AND GRAB BARS.

4. SEAL ANY PENETRATIONS OF FIRE RATED WALL CEILING SYSTEM W/ U.L. TESTED SYSTEM. SUBMIT FOR APPROVAL.

5. GYPSUM BOARD SHEATHING ON WALLS SHALL EXTEND TO TOP PLATES OF ALL STUD WALLS.

F.E. CABINET GYP BD.

3 5/8" STEEL STUD WALL

UNFACED BATT INSULATION

F.E. CABINET.

GYP BD. PAINT.

3 5/8" STEEL STUD WALL

UNFACED BATT INSULATION

FINISH FLOOR

4'-0

"

EX METAL FRAMING TO REMAIN

NEW BASE

3'-1

1"

CMU WALL

4" MAX

NEW FIRE EXTINGUISHER

SECURE MOUNTING BRACKET TO CMU WALL

FIRE EXTINGUISHER

EXISTING 6" METAL FRAMING W/ EX METAL PANELS ON EXTERIOR AND EX PLYWOOD SHEATHING ON INTERIOR. ON THE INTERIOR SIDE, REMOVE EX PLYWOOD AND INSTALL NEW METAL BUILDING WALL INSULATION SYSTEM. THEN, INSTALL NEW 3 5/8" 20GA STEEL STUDS AT 16" OC AND 5/8" GYP BD UP TO 10'-6" AFF. PAINT. APATCH AND REPAIR EX WALL AT AREA OF REMOVED OVERHEAD DOOR. NEW WALL SYSTEM TO MATCH "WALL TYPE A" (VOJ).

EXISTING 6" METAL FRAMING W/ EX METAL PANELS ON EXTERIOR AND EX PLYWOOD SHEATHING ON INTERIOR. PAINT PLYWOOD.

PATCH AND REPAIR WALL AT AREA OF REMOVED OVERHEAD DOOR. NEW WALL SYSTEM TO MATCH "WALL TYPE C" (VOJ). PAINT PLYWOOD.

PATCH AND REPAIR WALL AT AREA OF REMOVED OVERHEAD DOOR. NEW WALL SYSTEM TO MATCH "WALL TYPE C" (VOJ). ALSO, INSTALL NEW 8" CMU (STACKED BOND) UP TO 80" AFF.

EXISTING 8" METAL WALL GIRTS W/ EX METAL PANELS ON THE EXTERIOR. ON THE INTERIOR SIDE, INSTALL NEW 3 5/8" 20GA STEEL STUDS AT 16" OC AND 5/8" GYP BD. PAINT. EXTEND NEW STUDS TO ROOF DECK. FILL STUD CAVITY WITH UNFACED BATT INSULATION.

BC

DE

FEXISTING 8" METAL WALL GIRTS W/ EX METAL PANELS ON THE EXTERIOR. (NO WORK) G

PATCH AND REPAIR WALL AT AREA OF REMOVED OVERHEAD DOOR. INSTALL NEW 6" STEELS STUDS AT 16" OC W/ NEW PREFINISHED METAL PANEL ON THE EXTERIOR TO MATCH EXISTING. ON THE INTERIOR SIDE, INSTALL PREFINISHED METAL PANELS UP TO ±7'-2" (VOJ), THEN NEW 8" CMU (STACKED BOND) UP TO 80" AFF.

H

EXISTING 6" METAL FRAMING W/ EX METAL PANELS ON EXTERIOR AND EX PLYWOOD SHEATHING ON INTERIOR. (NO WORK)C.1EXISTING METAL WALL GIRTS AND METAL WALL PANELS. ON ONE SIDE, INSTALL NEW 8" CMU (STACKED BOND) UP TO 80" AFF.INEW 8" CMU (STACKED BOND) UP TO 80" AFF.JNEW 8" CMU (STACKED BOND) UP TO ROOF STRUCTURE. INSTALL NEW 3 5/8" 20GA STEEL STUDS AT 16" OC AND 5/8" GYP BD UP TO 10'-6" AFF. PAINTKEXISTING 8" METAL WALL GIRTS W/ EX METAL PANELS. INSTALL NEW 3 5/8" 20GA STEEL STUDS AT 16" OC AND 5/8" GYP BD ON ALL SIDES UP TO 10'-6" AFF. PAINT.L

M INSTALL NEW 8" CMU (STACKED BOND) AROUND EX STEEL COLUMN. EXTEND NEW CMU TO ROOF DECK.

N INSTALL NEW 8" CMU (STACKED BOND) OVER EX 8" METAL WALL GIRT. EXTEND NEW CMU UP TO BOTTOM OF WALL GIRT (VOJ).

O INSTALL NEW 8" CMU (STACKED BOND) UP TO 88" AFF AND NEW 3 5/8" 20GA STEEL STUDS AT 16" OC AND 5/8" 'XP' GYP BD UP TO 10'-6" AFF. PAINT.

P INSTALL NEW 6" 20GA STEEL STUDS AT 16" OC AND 5/8" 'XP' GYP BD ON BOTH SIDES. PAINT. EXTEND NEW WALL SYSTEM TO ROOF DECK. FILL STUD CAVITY WITH UNFACED BATT INSULATION.

Q INSTALL NEW 3 5/8" 20GA STEEL STUDS AT 16" OC AND 5/8" 'XP' GYP BD ON ONE SIDE UP TO 10'-6" AFF. PAINT.

R INSTALL NEW 3 5/8" 20GA STEEL STUDS AT 16" OC AND 5/8" 'XP' GYP BD ON BOTH SIDES UP TO 10'-6" AFF. PAINT.

S EXISTING 2X4 WOOD STUDS AND EX PLYWOOD SHEATHING ON ONE SIDE TO REMAIN. INSTALL NEW 5/8" 'XP' GYP BD ON OTHER SIDE. PAINT.

S.1 EXISTING 2X4 WOOD STUDS AND EX PLYWOOD SHEATHING ON ONE SIDE. (NO WORK)

T EXISTING WALL WITH PLYWOOD SHEATHING ON BOTH SIDES. (NO WORK)

EXISTING 8" METAL WALL GIRTS W/ EX METAL PANELS ON THE EXTERIOR. INSTALL NEW PREFINISHED METAL PANELS ON ONE SIDE UP TO ±7'-2" (VOJ).G.1

+100.00"+98.50"

EXISTING ELEVATION

NEW ELEVATION

(ALL TOPO ARE RELATIVE AND NO A.S.L.)

COLL

EGE

STRE

ET V

OCA

TIO

NAL

CEN

TER

WEL

DIN

G S

HO

P U

PGRA

DES

SHEET NO.

726

EAST

CO

LLEG

E ST

REET

LAKE

CH

ARLE

S, L

A 70

607

c

414

Pujo

Str

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Lake

Cha

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, LA

706

01

Bros

sett

Arc

hite

ct,

LLC


337.

439.

8400

VER.

DAT

ED

ESC

RIPT

ION

012

/15/

17BI

D S

ET

PRO

JECT

NO

. 20

18-0

9PC

12/1

8/20

17 9

:23:

36 A

M

A2.1

FLO

OR

PLAN

- N

EW

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

1 PARTIAL FLOOR PLAN - NEW 2 FLOOR PLAN NOTES

SCALE: 1" = 1'-0"

3 F.E. CAB - PLAN

SCALE: 1" = 1'-0"

4 F.E. CAB - SECTION

SCALE: 1" = 1'-0"

6 F.E. WALL MOUNT - SECTION

SCALE: 1" = 1'-0"

5 F.E. WALL MOUNT - PLAN

7 WALL TYPES

craber

12/15/17

TYPE AEXTERIOR INSULATED METAL

DOOR. PAINT.

TYPE BINTERIOR INSULATED METAL

DOOR. PAINT.

3'-0"

7'-0

"

1'-3"0'-6"1'-3"

0'-7

1/2

"2'

-5"

3'-1

1 1/

2"

7'-0

"

3'-0"

GLAZING TYPE 2

TYPE AAEXTERIOR METAL FRAME. PAINT.

TYPE BBINTERIOR METAL FRAME. PAINT.

0'-2"3'-0"0'-2"3'-0" 0'-2"0'-2"

7'-0

"0'

-2"

0'-2

"7'

-0"

JAMB

SILL

HEAD

EX OVERHEAD DOOR JAMB TO REMAIN. MODIFY AS NEEDED.

2'-4

1/2

" OF

NEW

FRA

MIN

G (V

OJ)

NEW SUSP CEILING SYSTEM

EX STRUCTURE TO REMAIN

EX METAL WALL PANELS TO REMAIN

NEW PREFINISHED METAL WALL PANELS TO MATCH EX

NEW 7/8" STEEL HAT CHANNELS (VOJ)

NEW 6" STEEL STUDS AS NEEDED

NEW FLASHING

NEW METAL DOOR FRAME. PAINT. NEW INSULATED METAL DOOR. PAINT.

NEW 5/8" GYP BD. PAINT.

NEW 3 5/8" STEEL STUDS AT 16" OC

NEW UNFACED BATT INSULATION

EXTEND TO ROOF DECK

EX METAL PANELS TO REMAIN

EX 7/8" HAT CHANNELS TO REMAIN

NEW PREFINISHED TRIM

NEW METAL DOOR FRAME. PAINT.




SEALANT

NEW INSULATED METAL DOOR. PAINT.



NEW RUBBER BASE

NEW VCT FLOORING




JAMB

SILL

HEAD


NEW 8" CMU. ALL CELLS FILLED. (TYP)

NEW #4 VERTICAL BAR AT 48" OC

NEW #4 BAR CONTINUOUS

NEW STEEL DOOR FRAME. PAINT.

NEW 8" CMU (BEYOND)






EXTEND TO ROOF DECK





SEALANTSEALANT





NEW RUBBER BASE

NEW VCT FLOORING



NEW CONC TOPPING

NEW 8" CMU (BEYOND)

JAMB

SILL

HEAD

EX OVERHEAD DOOR JAMB TO REMAIN. MODIFY AS NEEDED.






NEW FLASHING


EX 7/8" HAT CHANNELS TO REMAIN







EX PLYWOOD SHEATHING TO REMAIN

NEW 5/8" 'XP' GYP BD. PAINT.


NEW SEALANT

NEW SEALANT

NEW PLYWOOD SHEATHING TO MATCH EXISTING


EX PLYWOOD SHEATHING TO REMAIN

NEW 5/8" 'XP' GYP BD TO ROOD DECK. PAINT.

2'-4

1/2

" O

F N

EW F

RAM

ING

(VO

J)



NEW CONC TOPPING. SEALED.


JAMB

SILL

HEAD







NEW 8" CMU (BEYOND)





EX 8" METAL WALL GIRT TO REMAIN

MODIFY EX METAL WALL PANELS AS REQUIRED FOR NEW DOOR


METAL TRACK



NEW 8" CMU (BEYOND)


EX CONCRETE. SEAL.EX CONCRETE. SEAL.

COLL

EGE

STRE

ET V

OCA

TIO

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CEN

TER

WEL

DIN

G S

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P U

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DES

SHEET NO.

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EAST

CO

LLEG

E ST

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LAKE

CH

ARLE

S, L

A 70

607

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414

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Lake

Cha

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, LA

706

01

Bros

sett

Arc

hite

ct,

LLC


337.

439.

8400

VER.

DAT

ED

ESC

RIPT

ION

012

/15/

17BI

D S

ET

PRO

JECT

NO

. 20

18-0

9PC

12/1

8/20

17 9

:23:

37 A

M

A2.2

DO

OR

SCH

EDU

LE A

ND

DET

AILS

DOOR SCHEDULE

DOOR # WIDTH HEIGHT DOOR TYPE FRAME TYPE FIRE RATING HARDWARE SETS COMMENTS101A 3'-0" 7'-0" A AA 1101B 3'-0" 7'-0" A AA 1102 3'-0" 7'-0" EX EX EX103 3'-0" 7'-0" B BB 2104 3'-0" 7'-0" EX EX EX105 6'-0" 7'-0" EX EX EX106 3'-0" 7'-0" N/A BB N/A107A 12'-0" 10'-0" EX EX EX107B 3'-0" 7'-0" A AA 1107C 3'-0" 7'-0" EX EX EX107D 12'-0" 10'-0" EX EX EX

1 DOOR SCHEDULE 2 HARDWARE SETSSCALE: 1/2" = 1'-0"

3 DOOR TYPESSCALE: 1/2" = 1'-0"

4 FRAME TYPES

1 EA FLOOR STOP 442 626 ROCKWOOD1 EA DOOR SWEEP 216APK AL PEMKO1 EA WEATHERSTRIPPING 29310_PK C PEMKO1 EA THRESHHOLD 271_AT AL PEMKO1 EA CLOSER 4040/EDA AL LCN1 EA LOCKSET CL3555 NZD 626 CORBIN RUSSWIN1.5 PR HINGE BB1168, 4.5x4.5 626 HAGERNO. EA/PR HARDWARE MODEL FINISH MFR

HARDWARE SET #1- ENTRY DOOR

3 EA SILENCER 608 GRY ROCKWOOD1 EA WALL STOP 409 626 ROCKWOOD1 EA DOOR SWEEP 216APK AL PEMKO1 EA CLOSER 4040/EDA AL LCN1 EA LOCKSET CL3515 NZD 626 CORBIN RUSSWIN1.5 PR HINGE BB1168, 4.5x4.5 626 HAGERNO. EA/PR HARDWARE MODEL FINISH MFR

HARDWARE SET #2- LOCKER ROOM DOOR

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

5 DOOR DETAIL - EXTERIOR (DOOR 101A)SCALE: 1 1/2" = 1'-0"

6 DOOR DETAIL - INTERIOR (DOOR 101B)SCALE: 1 1/2" = 1'-0"

7 DOOR DETAIL - EXTERIOR (DOOR 107B)SCALE: 1 1/2" = 1'-0"

8 DOOR DETAIL - INTERIOR (DOOR 103)

craber

12/15/17

TYPE 1EXTERIOR INSULATED PREFINISHED ALUMINUM WINDOW

TYPE 2INTERIOR INSULATED PREFINISHED ALUMINUM WINDOW

GLAZING TYPES:GLAZING TYPE 1: INSULATED CLEAR 1/4" TEMPERED GLASS WITH AIR GAPGLAZING TYPE 2: TINTED, 1/4" SINGLE PANE, TEMPERED.GLAZING TYPE 3: INSULATED, TINTED OUTER, CLEAR INNER, 1/4" TEMPERED GLASS WITH AIR GAP

7'-0" (VOJ)

4'-0

"3'

-2"

7'-2

"

7'-2

"

8'-6" (VOJ)

(3'-0" MAX)

± 2'-9 3/16"

5'-2

"2'

-0"

GLAZING TYPE 3

GLAZING TYPE 1

GLAZING TYPE 1

JAMB (DETAIL 1)

SILL

HEAD

NEW 6" STEEL DOUBLE JAMB







NEW PREFINISHED TRIMNEW INSULATED WINDOW SYSTEM




EXTEND TO ROOF DECK

NEW METAL PANELS

7/8" HAT CHANNELS (VOJ)

NEW PREFINISHED TRIMNEW 3 5/8" STEEL STUDS AT 16" OC



SEALANT

JAMB (DETAIL 2)

NEW INSULATED WINDOW SYSTEMNEW BACKER WITH SEALANT

NEW FLASHING

NEW 5/8" GYP BD WINDOW SILL (BELOW)NEW SILL FLASHING (BELOW)

NEW FLASHING

NEW BACKER WITH SEALANT


NEW 5/8" GYP BD WINDOW SILL (BELOW)

NEW INSULATED WINDOW SYSTEM



NEW 5/8" GYP BD. PAINT.EX OVERHEAD DOOR JAMB TO REMAIN. MODIFY AS NEEDED.


EX 7/8" HAT CHANNELS TO REMAIN (VOJ)


NEW BACKER WITH SEALANT

NEW FLASHING

NEW SILL FLASHING (BELOW)


NEW SILL FLASHING

NEW 6" STEEL STUDS AT 16" OC

NEW METAL PANELS

NEW 7/8" HAT CHANNELS (VOJ)

NEW PREFINISHED TRIM (BEYOND)

NEW 5/8" GYP BD (BEYOND). PAINT.




NEW METAL BUILDING WALL INSULATION SYSTEM




JAMB (AT COLUMN)

SILL

HEAD





EXTEND TO ROOF DECK

SEALANT

JAMB (AT WALL-SOUTH)

EX METAL WALL GIRT TO REMAIN

EX METAL WALL PANELS TO REMAIN. REMOVE AND MODIFY AS NEEDED TO INSTALL NEW WINDOW SYSTEM.

NEW 2X4 WOOD BLOCKING

NEW BREAK METAL (BEYOND)

NEW INSULATED WINDOW SYSTEM NEW BREAK METAL (BEYOND)

NEW 3 5/8" STEEL FRAMING AT 16" OC

EDGE OF EX "C" COLUMN TO REMAIN


NEW GYP BD FURR DOWN ABOVE

EX METAL WALL GIRT ABOVE TO REMAIN


EX STEEL COLUMNG TO REMAIN

WRAP BOTH EX COLUMNS IN BREAK METAL

NEW FRAMING AS NEEDED TO SECURE BREAK METAL

EX "C" COLUMN TO REMAIN

WRAP BOTH EX COLUMNS IN BREAK METAL


NEW 8" CMU (STACKED BOND)



NEW GYP BD FURR DOWN ABOVE



1/2" COMPRESSIBLE FILLER AND SEALANT (BELOW)


NEW RUBBER BASE AT GYP BD WALL (BEYOND)

NEW INSULATED WINDOW SYSTEM8" CMU WALL (BEYOND)

NEW FLASHING

.

SHOP.

CLASSROOM

NEW VCT FLOORING

EX CONC WITH NEW MOISTURE RETARDER (TYP)

EX CONC. SEAL.

COLL

EGE

STRE

ET V

OCA

TIO

NAL

CEN

TER

WEL

DIN

G S

HO

P U

PGRA

DES

SHEET NO.

726

EAST

CO

LLEG

E ST

REET

LAKE

CH

ARLE

S, L

A 70

607

c

414

Pujo

Str

eet

Lake

Cha

rles

, LA

706

01

Bros

sett

Arc

hite

ct,

LLC


337.

439.

8400

VER.

DAT

ED

ESC

RIPT

ION

012

/15/

17BI

D S

ET

PRO

JECT

NO

. 20

18-0

9PC

12/1

8/20

17 9

:23:

38 A

M

A2.3

WIN

DO

W S

CHED

ULE

AN

D D

ETAI

LS

WINDOW SCHEDULE

NO. WIDTH HEIGHT WINDOW TYPE GLASS TYPE COMMENTS

1 WINDOW SCHEDULE

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

2 WINDOW TYPES

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

1 WINDOW DETAIL - EXTERIOR (TYPE 1)SCALE: 1 1/2" = 1'-0"

3 WINDOW DETAIL - INTERIOR (TYPE 2)

01 7'-0" 4'-0" TYPE 1 TYPE 302 8'-6" 7'-2" TYPE 2 TYPE 103 8'-6" 7'-2" TYPE 2 TYPE 1

craber

12/15/17

XX XX

NEW A/C BARD UNIT GRILLE. RE: MECHANICAL.

NEW PIPE BOLLARD. PAINT.

NEW RAMP AND HANDRAIL SYSTEM

EX VENT BEYOND TO REMAIN

NEW LIGHTING FIXTURE. RE: ELEC

EX ELEC GEAR TO REMAIN. RE: ELEC.

EX LIGHTING FIXTURE TO REMAIN

EX DOORS TO REMAIN

PATCH AND REPAIR WALL AT REMOVED DOOR

EX GRILLE TO REMAIN

NEW EXHAUST SYSTEM. RE: MECHANICAL.

NO WORK AT SOUTH END OF BUILDING

.

RENOVATED AREA.

NO WORK


PATCH AND REPAIR WALL AT REMOVED OVERHEAD DOOR

PATCH, REPAIR, INSULATE, AND SEAL ROOF AT AREA OF OLD PENETRATION


EX DOORS TO REMAIN

EX TO REMAIN

.

RENOVATED AREA.

NO WORKNEW LIGHTING FIXTURE

NEW LIGHTING FIXTURE

EX DOOR TO REMAIN

NEW LOUVER. RE: MECH.

NEW METAL DOOR AND FRAME. PAINT.

NEW RAMP AND HANDRAIL SYSTEM

EX DOOR TO REMAIN EX DOORS TO REMAIN

NEW METAL DOOR AND FRAME. PAINT

NEW CONC RAMP AND FLARE

NEW CONC CURB


PATCH AND REPAIR WALL AT AREA OF REMOVED OVERHEAD DOOR

PATCH AND REPAIR WALL AT AREA OF REMOVED OVERHEAD DOOR

NEW STEEL PIPE BOLLARD. PAINT.

NEW STEEL PIPE BOLLARDNEW SIGNAGE TYPE A

NEW SIGNAGE TYPE A

CONCRETE FOOTING

4" SCH 40 STEEL PIPE BOLLARD. PAINT. (FILL W/ CONCRETE)

6'-0

"


NEW CONCRETE PAVING AS DETAILED

0'-7" 0'-4" 0'-7"

1'-6"

0'-6

"1'

-6"

4'-0

"


COLL

EGE

STRE

ET V

OCA

TIO

NAL

CEN

TER

WEL

DIN

G S

HO

P U

PGRA

DES

SHEET NO.

726

EAST

CO

LLEG

E ST

REET

LAKE

CH

ARLE

S, L

A 70

607

c

414

Pujo

Str

eet

Lake

Cha

rles

, LA

706

01

Bros

sett

Arc

hite

ct,

LLC


337.

439.

8400

VER.

DAT

ED

ESC

RIPT

ION

012

/15/

17BI

D S

ET

PRO

JECT

NO

. 20

18-0

9PC

12/1

8/20

17 9

:24:

03 A

M

A3.1

EXTE

RIO

R EL

EVAT

ION

S

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

1 ELEVATION - NORTHSCALE: 1/8" = 1'-0"

2 ELEVATION - SOUTH

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

3 ELEVATION - EAST

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

4 ELEVATION - WEST

SCALE: 1" = 1'-0"

5 DETAIL - PIPE BOLLARD

craber

12/15/17

FINISH FLOOR0'-0"

CONCRETE PAVING-0'-8"

2

A3.2

EX CONC FOUNDATION TO REMAIN

NEW CONCRETE TOPPING

NEW CONCRETE RAMP TO EX OVERHEAD DOOR

NEW HANDRAILS

NEW 8" CMU WALLS

EX DRIVE TO REMAIN

NEW LIGHTING FIXTURE IN EACH WELDING STATION

NEW ELECTRICAL GEAR MOUNTED TO STEEL ANGLE

NEW RETRACTABLE REEL CORD. RE: ELECTRICAL.

6'-8

"

12'-2

1/2

" (V

OJ)

NEW WELDING WORK STAND AS DETAILED. RE: /3 A4.1

NEW WELDING MACHINE PLATFORM AS DETAILS. RE: /2 A4.1


NEW LIGHTING FIXTURE. RE: ELECTRICAL.

EX STEEL BEAM TO REMAIN

EX METAL PURLINS TO REMAIN

EX PLYWOOD TO REMAIN. PAINT.

NEW SIGNAGE TYPE D AT EVERY WELDING STATION

SIGNAGE TYPE E AT THESE (2) WELDING STATIONS


RE: MECHANICAL.

FLASH AND SEAL ROOF AROUND NEW EXHAUST DUCT

1

A3.2

EXTEND NEW 6" STEEL STUD WALL WITH BATT INSULATION TO ROOF.

CLASSROOM101

NEW WELDING SHOP107

EX SHOP108

(NO WORK)

NEW EXHAUST SYSTEM. RE: MECH.

NEW LIGHTING FIXTURES

10'-6

" (M

IN)

10'-0

"

6'-8

"

7'-2

" (V

OJ)


NEW RETRACTABLE REEL CORD. RE: ELEC.

NEW POWER POLE. RE: ELEC.

NEW 8" CMU WALLS (STACKED BOND)

NEW GYP BD WALLS IN THIS ROOM. PAINT.

NEW SUSPENDED CEILING SYSTEM

EXISTING ELECTRICAL GEAR TO REMAIN

NEW INSULATED WINDOW WALL SYSTEM

NEW WALL MOUNTED LIGHTING FIXTURE IN EACH WELDING STATION. RE: ELECTRICAL.

EX HEATER TO REMAIN

EX OVERHEAD DOOR TO REMAIN

PATCH AND REPAIR EX WALL TO MATCH EXISTING AT AREA OF REMOVED OVERHEAD DOOR.



EX METAL ROOF TO REMAIN

NEW METAL PURLINS TO REMAIN

EX WALL GIRT TO REMAIN

NEW RUBBER BASENEW VCT FLOORING

NEW LIGHTING FIXTURES. RE: ELECTRICAL.


/2 A4.1NEW WELDING MACHINE PLATFORM AS DETAILED. RE:

2'-6

"4'

-0"

NEW MARKER BOARD

NOTES:1. NEW METAL BUILDING ROOF INSULATION SYSTEM UNDER EXISTING ROOF SYSTEM TO BE FIBERGLASS BLANKET INSULATION WITH LAMTEC CORPORATION, WMP-VR INSULATION FACING (POLYPROPYLENE / SCRIM / KRAFT).

SECURE ROOF INSULATION SYSTEM WITH 1" STEEL BANDING AT 30" OC. INSTALL OVER CLASSROOM AREA ONLY.2. NEW METAL BUILDING WALL INSULATION SYSTEM AT EXISTING WALL SYSTEM TO BE FIBERGLASS BLANKET INSULATION WITH LAMTEC CORPORATION, WMP-VR INSULATION FACING (POLYPROPYLENE / SCRIM / KRAFT).

SECURE WALL INSULATION SYSTEM WITH INSULATION STICK PINS AT 16" OC EACH WAY. INSTALL AT CLASSROOM WALLS ONLY.

NEW METAL BUILDING ROOF INSULATION SYSTEM AS NOTED ABOVE.

4'-0" 12'-0"

NEW METAL BUILDING WALL INSULATION SYSTEM AS NOTED ABOVE.

NEW BATT INSULATION

NEW SIGNAGE TYPE C

(NEW MARKER BOARD)(NEW TACK BOARD)

TRAY

A3.24

5"

NOTE: 1. ARCHITECT TO PROVIDE ROOM NAME AND NUMBERS.2. TEXT SIZE = 1" HIGH TACTILE TEXT (OPTIMA).3. SIGNS TO HAVE SQUARE EDGES.

PLUMBING AND::::::::: :: ::::::::: :::

GRADE II BRAILLE

E201

10"

1/2"

1" 8" 1"

1"1"

1"1" 1/

4"

1/4"ELECTRICAL CLASS

BACKGROUND COLOR AND BRAILLE COLOR TO MATCH (COLOR #1)

R 0'-0 1/2"

COLOR #2SIGNAGE TYPE A

5" LOCKER ROOM::::::::: :: ::::::::: :::

GRADE II BRAILLE

E201

10"

1/2"

1" 8" 1"

BACKGROUND COLOR AND BRAILLE COLOR TO MATCH (COLOR #1)

R 1/2"

COLOR #2SIGNAGE TYPE B

2 1/

2"2

1/2"

EQEQ

1/2"

5" EXIT::::::

GRADE II BRAILLE

10"

BACKGROUND COLOR AND BRAILLE COLOR TO MATCH (COLOR #3 - RED)

R 1/2"

COLOR #2

SIGNAGE TYPE C

2 1/

2"2

1/2"

EQ EQ

EQEQ

124"

4"

R 1/2"

2"

EQEQ COLOR #2

COLOR #1 (BACKGROUND)

SIGNAGE TYPE D

4"

EQ EQ

R 1/2"

COLOR #2

COLOR #1 (BACKGROUND)

SIGNAGE TYPE E

EQ EQ

4"

EQEQ

E201PLUMBING AND

5'-0

"

0'-9"

LATCH SIDE OF DOOR FRAME.

ROOM SIGNAGEELECTRICAL CLASS....... .. ....... .....

NOTE: 1. MECHANICALLY FASTENED NEW SIGNAGE AT METAL PANEL LOCATIONS.2. ADHERE NEW SIGNAGE AT OTHER LOCATIONS.

12

4'-8

"

1"1"

5'-6

"

6'-8

"

NEW CMU WALL

NEW WELDING MACHINE PLATFORM

FLOOR FINISH

NEW SIGNAGE AT EVERY WELDING STATION

PROVIDE ADA SYMBOL SIGNAGE AT ADA WELDING STATIONS.


EX METAL PANEL TO REMAIN (NO WORK)

EX METAL PANEL TO REMAIN

NEW PREFINISHED METAL TRIM SECURED TO METAL PANEL AND CMU.

NEW BOND BEAM W/ #4 BAR CONT

#4 BAR AT 48" OC

COLL

EGE

STRE

ET V

OCA

TIO

NAL

CEN

TER

WEL

DIN

G S

HO

P U

PGRA

DES

SHEET NO.

726

EAST

CO

LLEG

E ST

REET

LAKE

CH

ARLE

S, L

A 70

607

c

414

Pujo

Str

eet

Lake

Cha

rles

, LA

706

01

Bros

sett

Arc

hite

ct,

LLC


337.

439.

8400

VER.

DAT

ED

ESC

RIPT

ION

012

/15/

17BI

D S

ET

PRO

JECT

NO

. 20

18-0

9PC

12/1

8/20

17 9

:24:

19 A

M

A3.2

BUIL

DIN

G S

ECTI

ON

S

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

1 BUILDING SECTION

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

2 BUILDING SECTIONSCALE: 3" = 1'-0"

3 ROOM SIGNAGE

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

5 SIGNAGE LOCATIONSCALE: 1 1/2" = 1'-0"

4 DETAIL BEHIND WELDING STATION

craber

12/15/17




NEW ELECTRIC WATER COOLER. RE: PLUMBING.

NEW 8" CMU WALL (STACKED BOND)



NEW 8" CMU WALL (STACKED BOND)


NEW METAL DOOR AND FRAME. PAINT.


NEW BREAK METAL WRAPPED AROUND COLUMN


7'-2

" (V

OJ)


NEW DOOR AND FRAME. PAINT.

EX DOOR TO REMAIN

NEW PREFINISHED METAL TRIM (TYP)

NEW PREFINISHED METAL WALL PANELS

NEW SIGNAGE TYPE B

NEW SIGNAGE TYPE A

EX HOSE BIBB TO REMAIN. MODIFY AS NEEDED AT NEW METAL WALL PANELS




EX METAL PURLIN TO REMAIN

NEW LIGHTING FIXTURE. RE: ELEC.

PATCH AND REPAIR EX AT AREA OF REMOVED OVERHEAD DOOR

NEW EXHAUST SYSTEM. RE: MECHANICAL.EX OVERHEAD DOOR TO REMAIN

EX METAL WALL GIRTS TO REMAIN


NEW LIGHTING FIXTURE. RE: ELEC.

NEW ELEC GEAR. RE: ELEC.

EX DOOR TO REMAIN

EX CONC FLOOR. SEAL.


NEW PREFINISHED METAL WALL PANELS


6'-8

"

NEW SIGNAGE TYPE C

6'-8

"

PATCH AND REPAIR EXISTING WALL AT REMOVED OVERHEAD DOOR. PAINT NEW PLYWOOD.



EX SAFETY EYE WASH STATION TO REMAIN. RE: PLUMBING.

NEW FIRE EXTINGUISHERNEW 8" CMU WALL (STACKED BOND)


NEW EXHAUST SYSTEM. RE: MECH.

NEW LOUVER. RE: MECHANICAL.

EX JAMB ASSEMBLY OF OVERHEAD DOOR TO REMAIN


9'-4

" (V

OJ)

NEW CONCRETE TOPPING. SEAL.

NEW ELECTRICAL GEAR. RE: ELEC.




NEW RUBBER BASE AT ALL PLYWOOD ON THIS WALL (TYP)

NEW RUBBER BASE

NEW STEEL DOOR AND FRAME. PAINT.

NEW SIGNAGE TYPE C

1'-8

"1'

-4"

1'-8

"

3'-0

"

0'-3

"

1'-9"

0'-3

"0'

-3"

0'-2

"

45.00°

L3"x4"x1/4" CONTINUOUS. ANCHOR INTO BOND BEAM W/ 1/2"x3" BENT LUGS.

8" CMU WALL BEYOND (STACKED BOND)

3/8" STEEL PLATE

L1"x1"x1/4" ANGLE PERIMETER. ALL WELDED CONNECTIONS.

36"x7"x1/2" STEEL PLATE WITH (9) 3/8" DIA HILTI QUICK BOLTS x 6". SECURE TO WALL.

4"x4"x1/4" STEEL TUBE. ALL WELDED CONNECTIONS.

6'-8

"

CUT END OF BOLTS FLUSH WITH NUT (TYP)

0'-6 1/4"

± 1'

-8"

NO

PAI

NT

ZON

E O

N C

OLU

MN

EX PLWOOD TO REMAIN. PAINT.

L3"x4"x1/4" CONTINUOUS. ANCHOR INTO BOND BEAM W/ 1/2"x3" BENT LUGS.

8" CMU WALL (STACKED BOND). ALL CELLS FILLED.

BOND BEAM WITH #4 BAR CONTINUOUS


12"x18"x1/2" STEEL PLATE

1/2" STEEL PLATE BRACKET

3 1/2" DIA STEEL PIPE SLEEVE

3" DIA STEEL PIPE COLUMN. PRIME COAT

(9) 1/2" DIA HOLES THROUGH COLUMN AT 4" OC.

(4) 5/8" DIA x 3" EXPANSION BOLTS AND HD WASHERS AND NUTS (TYP). SECURE TO EX CONCRETE.

NEW 12"x12"x1/2" STEEL PLATE

NOTE: PROVIDE 3/8" DIA PIN TO SECURE PIPE SLEEVE. FASTEN W/ SS CABLE IN MANNER TO REDUCE CHANCE FOR LOSS (VOJ)

NEW PREFINISHED METAL FLASHING TO CAP SPACE BEHIND CMU WALL

(VOID)

1'-9"

2'-0

"

8" CMU WALL (STACKED BOND). ALL CELLS FILLED.

4"x4"x1/4" STEEL TUBE (BELOW)

L1"x1"x1/4" ANGLE PERIMETER. ALL WELDED CONNECTIONS.

3/8" STEEL PLATE

1'-0"

1'-6

"

0'-9"

0'-2"

0'-6 1/4"

EX METAL WALL PANEL TO REMAIN

NEW 12"x12"x1/2" STEEL PLATE (BELOW)

NEW 12"x18"x1/2" STEEL PLATE

NEW 8" CMU WALL (STACKED BOND). ALL CELLS FILLED.

1'-0

"

NEW 3" DIA STEEL PIPE COLUMN W/ PIPE SLEEVE

COLL

EGE

STRE

ET V

OCA

TIO

NAL

CEN

TER

WEL

DIN

G S

HO

P U

PGRA

DES

SHEET NO.

726

EAST

CO

LLEG

E ST

REET

LAKE

CH

ARLE

S, L

A 70

607

c

414

Pujo

Str

eet

Lake

Cha

rles

, LA

706

01

Bros

sett

Arc

hite

ct,

LLC


337.

439.

8400

VER.

DAT

ED

ESC

RIPT

ION

012

/15/

17BI

D S

ET

PRO

JECT

NO

. 20

18-0

9PC

12/1

8/20

17 9

:24:

28 A

M

A4.1

INTE

RIO

R EL

EVAT

ION

S AN

D D

ETAI

LS

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

5 WELDING SHOP 107 - NORTH

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

4 WELDING SHOP 107 - EAST

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

1 WELDING SHOP 107 - WESTSCALE: 1 1/2" = 1'-0"

3 DETAIL - WELDING MACHINE PLATFORMSCALE: 1 1/2" = 1'-0"

2 DETAIL - WELDING WORK STANDS

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

7 DETAIL - WELDING MACHINE PLATFORMSCALE: 1 1/2" = 1'-0"

6 DETAIL - WELDING WORK STANDS

craber

12/15/17

.

NEW CONC TOPPINGAND SEALER

.

EX CONC FLOORAND SEALER

.

NEW CONC TOPPINGAND SEALER

.


NEW VCT

CLASSROOM101

STORAGE102

LOCKERS103

STORAGE104

EQUIPMENT ROOM105

STORAGE106

NEW WELDINGSHOP107

EX SHOP108

.

.

.

.

. .

.

.

.

(NO WORK)

(NO WORK)

.

EX C

ON

C FL

OO

RAN

D S

EALE

R.

EX C

ON

C FL

OO

RAN

D S

EALE

R

.

EX C

ON

C FL

OO

RAN

D S

EALE

R.

EX C

ON

C FL

OO

RAN

D S

EALE

R

.


.


.

PAINT NEW 4" YELLOW STRIPE

PAINT NEW 4" YELLOW STRIPE

NEW CONCRETE TOPPING NEW VCT OVER EX CONCRETE

NEW VCT OVER NEW CONCRETE TOPPING

FLOOR FINISH SCHEDULE:VCT1 VINYL COMPOSITE TILE, 12"X12" COLOR, TBD

FINISH NOTES: 1. CONTRACT SHOULD INCLUDE FINISHES ON ALL EXPOSED SURFACES OF FLOORS, WALLS, CEILINGS, TRIM, ACCESS PANELS, EQUIPMENT EXPOSED TO VIEW, AND OTHER ITEMS, UNLESS NOTED OTHERWISE.

2. WALLS AND OTHER APPLICABLE SURFACES TO BE FINISHED PRIOR TO INSTALLATION OF FIXTURES AND EQUIPMENT: CC TO COORDINATE INSTALLATION, AND REPAIR WALL SURFACES AND FINISH SYSTEMS DAMAGED DURING CONSTRUCTION OR INSTALLATION OF FIXTURES AND EQUIPMENT AT NO ADDITIONAL COST TO OWNER.

3. ALL PARTITIONS AND GYPSUM BOARD SURFACES TO BE TAPED, BEDDED, AND PREPARED TO RECEIVE FINISH SYSTEM SPECIFIED PER MANUFACTURER'S RECOMMENDATIONS.

4. ALL ELECTRICAL OUTLET COVERPLATES AND DEVICES ARE TO BE COLOR AS SELECTED BY ARCHITECT.

5. CONCRETE FOUNDATION TO GET MOISTURE VAPOR RETARDER INSTALLED PRIOR TO VCT INSTALLATION.

RB1 RUBBER BASE, 4" COVE COLOR, TBD

WALL AND MILLWORK FINISH SCHEDULE:PT1 PAINT, EGGSHELL (GYP. BD.) COLOR, TBD

CEILING FINISH SCHEDULE:PT3 PAINT, FLAT (GYP. BD.)

AC1 24" X 24" SUSPENDED STEEL GRID SYSTEM WITH ACOUSTICAL TILE

EXP EXPOSED TO DECK

SC1 SEALED CONCRETE COLOR, TBD

CMU CONCRETE MASONRY UNIT "STACKED BOND" (DO NOT PAINT)

PT2 PAINT, EGGSHELL (PLYWOOD) COLOR, TBD

MP1 METAL PANELS (PREFINISHED) COLOR, TBD

COLL

EGE

STRE

ET V

OCA

TIO

NAL

CEN

TER

WEL

DIN

G S

HO

P U

PGRA

DES

SHEET NO.

726

EAST

CO

LLEG

E ST

REET

LAKE

CH

ARLE

S, L

A 70

607

c

414

Pujo

Str

eet

Lake

Cha

rles

, LA

706

01

Bros

sett

Arc

hite

ct,

LLC


337.

439.

8400

VER.

DAT

ED

ESC

RIPT

ION

012

/15/

17BI

D S

ET

PRO

JECT

NO

. 20

18-0

9PC

12/1

8/20

17 9

:24:

31 A

M

A6.1

FLO

OR

FIN

ISH

PLA

N

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

1 PARTIAL FLOOR FINISH PLAN N 2 LEGEND

3 FINISH NOTES

FINISH SCHEDULE

ROOMNUMBER ROOM NAME FLOOR BASE

WALL FINISH CEILINGFINISH COMMENTSNORTH EAST SOUTH WEST

101 CLASSROOM SC1/VCT1 RB1 PT1 PT1 PT1 PT1 AC1/PT3 PT2 AT FURR DOWN FOR WINDOW TYPE 2102 STORAGE SC1 - EX EX PT1 PT1 EXP103 LOCKERS SC1 RB1 PT1 PT1 PT1 PT1 EXP104 STORAGE SC1 - EX EX EX EX EXP105 EQUIPMENT ROOM EX EX EX - EX EX EX106 STORAGE SC1 - EX EX EX EX EXP107 NEW WELDING SHOP SC1 RB1 EX/CMU EX EX/CMU PT2/CMU EXP RB1 AT PLYWOOD OF WEST WALL108 EX SHOP EX EX EX EX EX EX EX PATCH AND REPAIR NORTH WALL

4 FINISH SCHEDULE

craber

12/15/17

CLASSROOM101

STORAGE102

LOCKERS103

STORAGE104

EQUIPMENT ROOM105

STORAGE106

NEW WELDINGSHOP107

EX SHOP108

(NO WORK)

(NO WORK)


NEW A/C SYSTEM. RE: MECHANICAL.

EXISTING METAL ROOF AND PURLINS TO REMAINNEW LIGHTING FIXTURES. RE: ELECTRICAL.

NEW LIGHTING FIXTURE


EX EXHAUST FAN TO REMAIN

EXISTING METAL ROOF AND PURLINS TO REMAIN (TYP)

NEW RETRACTABLE REEL CORD.RE: ELECTRICAL.




EX WATER LINE TO REMAIN


RE-ROUTE EX WATER LINE ABOVE NEW SUSPENDED CEILING SYSTEM



EX SECURITY CAMERA TO REMAIN


NEW GYP BD FURR DOWN. PAINT.



NEW LIGHTING FIXTURES. RE: ELECTRICAL.

NEW LIGHTING FIXTURES. RE: ELEC.

NEW AC1

2 LEGEND

NEW LIGHTING FIXTURE (LAY-IN TYPE)

NEW LIGHTING FIXTURE (PENDANT TYPE)

EX METAL ROOF (NO WORK)

COLL

EGE

STRE

ET V

OCA

TIO

NAL

CEN

TER

WEL

DIN

G S

HO

P U

PGRA

DES

SHEET NO.

726

EAST

CO

LLEG

E ST

REET

LAKE

CH

ARLE

S, L

A 70

607

c

414

Pujo

Str

eet

Lake

Cha

rles

, LA

706

01

Bros

sett

Arc

hite

ct,

LLC


337.

439.

8400

VER.

DAT

ED

ESC

RIPT

ION

012

/15/

17BI

D S

ET

PRO

JECT

NO

. 20

18-0

9PC

12/1

8/20

17 9

:24:

38 A

M

A6.2

REFL

ECTE

D C

EILI

NG

PLA

N

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

1 PARTIAL REFLECTED CEILING PLAN N

craber

12/15/17

X XX XXX X



10'-0

"


NOTCH NEW STUD WALL AROUND EX PURLINS. EXTEND GYP BD AND UNFACED BATT INSULATION TO DECK. SEAL AIR TIGHT.

NEW 3 5/8" STEEL STUDSEX 6" STUDS TO REMAIN



NEW SUSPENDED CEILIING SYSTEM

NEW RUBBER BASE

NEW VCT FLOORING

EX CONCRETE FOUNDATION


EX CONCRETE PAVING TO REMAIN

NEW METAL BUILDING WALL INSULATION SYSTEM AS NOTED. RE: /2 A3.2

NEW STEEL TRACK

NEW METAL BUILDING ROOF INSULATION SYSTEM AS NOTED. RE: /2 A3.2

NEW LOUVER. RE: MECHANICAL.

EX HEADER OF REMOVED OVERHEAD DOOR TO REMAIN

NEW HANDRAIL SYSTEM

NEW CONC RAMP

A1.28


NEW CONC TOPPING. SEAL.

NEW BOND BEAM W/ #4 BAR CONTINUOUS

NEW L3"x4"x1/4" CONT. ANCHOR INTO BOND BEAM W/ 1/2"x3" BENT LUGS. (BEYOND)




NEW PREFINISHED METAL WALL PANEL

EX PLYWOOD SHEATHING TO REMAIN. PAINT.

NEW 5/8" 'XP' GYP BD OVER EX PLYWOOD.

HORIZONTAL LADDER REINFORCMENTS AT 16" OC VERT (TYP)

6'-8

"

NEW PLYWOOD SHEATHING. PAINT.

10'-0

"

NEW RUBBER BASE

NEW VCT FLOORING








SEALANT

NEW BOND BEAM W/ #4 BAR CONTINUOUS



NEW 8" CMU WALL. ALL CELLS FILLED.

#4 BAR AT 48" OC. EPOXY INTO EX CONC. EXTEND INTO NEW CMU WALL. (TYP)

HORIZONTAL LADDER REINFORCMENTS AT 16" OC VERT (TYP)





10'-0

"

4'-0

"2'

-6"


NEW 5/8" GYP BD. TAPE AND FLOAT.


NEW MARKER BOARD

EX CONCRETE FLOOR. SEAL.

NEW VCT FLOORING

NEW RUBBER BASE


NEW LOCKERS

EX CONCRETE FLOORING. SEAL.

NEW RUBBER BASE


NEW 6" STEEL STUDS AT 16" OC

NEW STEEL TRACK




1

2

EXISTING PREFINISHED METAL WALL PANEL

EXISTING 8" METAL BUILDING FRAMING (COLUMNS AND WALL GIRTS)

3

EXISTING 3 5/8" STEEL STUDS

6

7 NEW PREFINISHED METAL WALL PANEL

8

9

NEW EXTERIOR GRADE PLYWOOD SHEATHING (MATCH EX THICKNESS IN FIELD)

11

NEW 3 5/8" 20GA STEEL STUDS AT 16" OC

12

5

EXISTING PLYWOOD SHEATHING

4

10

NEW UNFACED BATT INSULATION (FILL STUD CAVITY)

EXISTING 6" STEEL STUDS

EXISTING 7/8" STEEL HAT CHANNELS

NEW 6" 20GA STEEL STUDS AT 16" OC

NEW 7/8" 20GA STEEL HAT CHANNELS AT 36" OC VERTICAL

NEW 5/8" GYPSUM BOARD

13

14

NEW 8" CMU (STACKED BOND) W/ HORIZONTAL REINFORCING AT 16" OC VERTICAL. FILL ALL CELLS.15

NEW FIBERGLASS BLANKET INSULATION SYSTEM WITH WMP-VR INSULATION FACING

A

B

C

E

F

G

H

I

J

K

L

D

13

5

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C.1

M

N

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T

MATERIAL TYPES

78

10

914

136

5

136

5

(EX WALL TO REMAIN - NO WORK)

7813

10

12

12

7813

10

15

129

1412

12


787

10

1512

15

15914

14 91214

9.

.

15215

215

15 91114

14811

14

(CLASSROOM SIDE - CONDITIONED SPACE)

914

914

14

176

14

176



176

18176

G.1 127

15

COLL

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STRE

ET V

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607

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Pujo

Str

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Arc

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337.

439.

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VER.

DAT

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ION

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/15/

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D S

ET

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JECT

NO

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12/1

8/20

17 9

:24:

41 A

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A9.1

WAL

L SE

CTIO

NS

AND

DET

AILS

SCALE: 3/4" = 1'-0"

2 WALL SECTIONSCALE: 3/4" = 1'-0"




5 WALL TYPES

craber

12/15/17

Documents

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