28
A1.0 A3.1 BENTON INTERMEDIATE SCHOOL A4.1 A5.1 A7.1 A8.1 A9.1 BOSSIER PARISH SCHOOL BOARD PROJECT# 20 - 23 A1.0 A3.3 A4.2 ABBREVIATIONS SYMBOLS LEGEND VICINITY MAP DRAWING INDEX ARCHITECTURAL IMMEDIATE EMERGENCY for STORM DAMAGE 6140 HWY 3, BENTON, LA 71006 GENERAL NOTES MATERIAL INDEX DR. KYLE MACHEN MITCH DOWNEY BOSSIER PARISH SCHOOL BOARD 2019 SCHOOL BOARD MEMBERS BILLIE JO BROTHERTON KENT BOCKHAUS TAMMY SMITH DUANE DEEN ADAM BASS GLENWOOD L. "GLEN" BULLARD DISTRICT 1 DISTRICT 3 DISTRICT 4 DISTRICT 5 DISTRICT 6 J.W. SLACK KENNETH M. WIGGINS ERIC NEWMAN SANDRA "SAMM" DARBY SHANE CHEATHAM (PRESIDENT) DENNIS BAMBURG, JR. (VICE PRESIDENT) DISTRICT 7 DISTRICT 8 DISTRICT 9 DISTRICT 10 DISTRICT 11 DISTRICT 12 DISTRICT 2 BENTON RD. RUBICON RD. BENTON MIDDLE SCHOOL FEBRUARY 2020 STRUCTURAL MECHANICAL ELECTRICAL BENTON INTERMEDIATE SCHOOL STORM DAMAGE BPSB PROJECT # 20 - 23 14A FEBRUARY, 2020 AS SHOWN OF Job Drawn Scale Date PROJECT INFO SHEET PROJECT ENGINEER ARCHITECT REVISIONS [email protected] FAX 318-673-9982 WORK 318-673-9980 SHREVEPORT, LOUISIANA 71101 712 TEXAS STREET KEVIN BRYAN ARCHITECT, L.L.C. 6140 HIGHWAY 3, BENTON, LA 71006 A3.2 A7.2 A7.3 A8.2 A9.2 ED1.1 E1.1 E1.2 E2.1 E2.2 MD1.1 M1.1 M2.1 S1 S1.1 S2 S3 S4 S4.1

BENTON INTERMEDIATE SCHOOL - integritygc.com€¦ · benton rd. rubicon rd. benton middle school february 2020 structural mechanical electrical benton intermediate school storm damagebpsb

  • Upload
    others

  • View
    26

  • Download
    0

Embed Size (px)

Citation preview

A1.0

A3.1 BENTON INTERMEDIATE SCHOOLA4.1

A5.1

A7.1

A8.1

A9.1 BOSSIER PARISH SCHOOL BOARD PROJECT# 20 - 23

A1.0

A3.3

A4.2

ABBREVIATIONS

SYMBOLS LEGEND

VICINITY MAP

DRAWING INDEX

ARCHITECTURAL

IMMEDIATE EMERGENCY for STORM DAMAGE6140 HWY 3, BENTON, LA 71006

GENERAL NOTES

MATERIAL INDEX

DR. KYLE MACHEN

MITCH DOWNEY

BOSSIER PARISH SCHOOL BOARD

2019 SCHOOL BOARD MEMBERS

BILLIE JO BROTHERTON

KENT BOCKHAUS

TAMMY SMITH

DUANE DEEN

ADAM BASS

GLENWOOD L. "GLEN" BULLARD

DISTRICT 1

DISTRICT 3

DISTRICT 4

DISTRICT 5

DISTRICT 6

J.W. SLACK

KENNETH M. WIGGINS

ERIC NEWMAN

SANDRA "SAMM" DARBY

SHANE CHEATHAM (PRESIDENT)

DENNIS BAMBURG, JR. (VICE PRESIDENT)

DISTRICT 7

DISTRICT 8

DISTRICT 9

DISTRICT 10

DISTRICT 11

DISTRICT 12

DISTRICT 2

BE

NT

ON

R

D.

RUBICON RD.

BENTON

MIDDLE SCHOOL

FEBRUARY 2020STRUCTURAL

MECHANICAL

ELECTRICAL

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

# 20 - 23

14A

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

6140 H

IG

HW

AY

3, B

EN

TO

N, L

A 71006

A3.2

A7.2

A7.3

A8.2

A9.2

ED1.1

E1.1

E1.2

E2.1

E2.2

MD1.1

M1.1

M2.1

S1

S1.1

S2

S3

S4

S4.1

AutoCAD SHX Text
TITLE SHEET
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
E.J. FILLER
AutoCAD SHX Text
GYPSUM BOARD
AutoCAD SHX Text
ACOUSTICAL TILE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CERAMIC TILE
AutoCAD SHX Text
SAND FILL
AutoCAD SHX Text
EARTH
AutoCAD SHX Text
FINISHED WOOD
AutoCAD SHX Text
PLYWOOD
AutoCAD SHX Text
BATT INSULATION
AutoCAD SHX Text
BLOCKING
AutoCAD SHX Text
PAPER HOLDER
AutoCAD SHX Text
VINYL WALL COVERING
AutoCAD SHX Text
TO BE REMOVED
AutoCAD SHX Text
TRANSITION STRIP
AutoCAD SHX Text
VINYL COMPOSITION TILE
AutoCAD SHX Text
STAINLESS STEEL
AutoCAD SHX Text
SCHEDULE
AutoCAD SHX Text
PREPARATION
AutoCAD SHX Text
THRESHOLD
AutoCAD SHX Text
TEMPERED
AutoCAD SHX Text
REQUIRED
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
SOAP DISPENSER
AutoCAD SHX Text
SOLID CORE
AutoCAD SHX Text
THICK
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
WITH
AutoCAD SHX Text
PLASTIC
AutoCAD SHX Text
ELECTRIC HAND DRYER
AutoCAD SHX Text
MARBLE THRESHOLD
AutoCAD SHX Text
PAPER TOWEL DISPENSER
AutoCAD SHX Text
FIRE EXTINGUISHER CABINET
AutoCAD SHX Text
SEMI RECESSED ELECTRIC WATER COOLER
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
ACC. ELECTRIC DRINKING FOUNTAIN
AutoCAD SHX Text
GYPSUM BOARD
AutoCAD SHX Text
PATTERN
AutoCAD SHX Text
GALVANIZED
AutoCAD SHX Text
MEDICAL
AutoCAD SHX Text
MECHANICAL
AutoCAD SHX Text
LAMINATED
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
HARDWARE
AutoCAD SHX Text
HOUR
AutoCAD SHX Text
MILLWORK ITEM
AutoCAD SHX Text
LAVATORY
AutoCAD SHX Text
GAUGE
AutoCAD SHX Text
HOLLOW METAL
AutoCAD SHX Text
ON CENTER
AutoCAD SHX Text
MARK
AutoCAD SHX Text
COLUMN
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
CORNER GUARD
AutoCAD SHX Text
ABOVE FINISH FLOOR
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
CEILING HEIGHT
AutoCAD SHX Text
BOARD
AutoCAD SHX Text
APPROXIMATE
AutoCAD SHX Text
L
AutoCAD SHX Text
APPROX.
AutoCAD SHX Text
BD.
AutoCAD SHX Text
C.H.
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
A.F.F.
AutoCAD SHX Text
CG.
AutoCAD SHX Text
C.
AutoCAD SHX Text
COL.
AutoCAD SHX Text
MK.
AutoCAD SHX Text
O.C.
AutoCAD SHX Text
H.M.
AutoCAD SHX Text
GA.
AutoCAD SHX Text
LAV.
AutoCAD SHX Text
MWI.
AutoCAD SHX Text
HR.
AutoCAD SHX Text
HDWR.
AutoCAD SHX Text
MAT'L.
AutoCAD SHX Text
EXIST.
AutoCAD SHX Text
ELEV.
AutoCAD SHX Text
LAM.
AutoCAD SHX Text
MECH.
AutoCAD SHX Text
MED.
AutoCAD SHX Text
GALV.
AutoCAD SHX Text
PATT.
AutoCAD SHX Text
GYP. BD.
AutoCAD SHX Text
AEDF.
AutoCAD SHX Text
EXP.JT.
AutoCAD SHX Text
EWC.
AutoCAD SHX Text
F.E.C.
AutoCAD SHX Text
PTD.
AutoCAD SHX Text
M.T.
AutoCAD SHX Text
EHD.
AutoCAD SHX Text
PLAS.
AutoCAD SHX Text
W/
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TK.
AutoCAD SHX Text
S.C.
AutoCAD SHX Text
S.D.
AutoCAD SHX Text
REF.
AutoCAD SHX Text
REQ'D.
AutoCAD SHX Text
TEMP.
AutoCAD SHX Text
THRES.
AutoCAD SHX Text
PREP.
AutoCAD SHX Text
SCHED.
AutoCAD SHX Text
S.S.
AutoCAD SHX Text
V.C.T.
AutoCAD SHX Text
T.S.
AutoCAD SHX Text
T.B.R.
AutoCAD SHX Text
V.W.C.
AutoCAD SHX Text
PH.
AutoCAD SHX Text
EM. R.D.
AutoCAD SHX Text
EMERGENCY ROOF DRAIN
AutoCAD SHX Text
HOLLOW METAL FRAME MARK
AutoCAD SHX Text
CONSTRUCTION NOTE
AutoCAD SHX Text
DEMOLITION NOTE
AutoCAD SHX Text
INTERIOR ELEVATION MARK
AutoCAD SHX Text
DOOR REFERENCE MARK
AutoCAD SHX Text
DETAIL REFERENCE MARK
AutoCAD SHX Text
HM-1
AutoCAD SHX Text
1
AutoCAD SHX Text
C1
AutoCAD SHX Text
D1
AutoCAD SHX Text
A1
AutoCAD SHX Text
1
AutoCAD SHX Text
A
AutoCAD SHX Text
PARTITION TYPE MARK
AutoCAD SHX Text
1
AutoCAD SHX Text
A1
AutoCAD SHX Text
WINDOW TYPE MARK
AutoCAD SHX Text
INDICATES ITEM OVERHEAD
AutoCAD SHX Text
ITEM TO BE REMOVED
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
FIRE EXTINGUISHER CABINET IN WALL
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
BREAK LINE
AutoCAD SHX Text
DIMENSION LINE
AutoCAD SHX Text
N
AutoCAD SHX Text
INDICATES DIRECTION OF NORTH
AutoCAD SHX Text
FLOOR PLAN - DEMOLITION
AutoCAD SHX Text
DOOR & FINISH SCHEDULES & DETAILS
AutoCAD SHX Text
ELEVATIONS
AutoCAD SHX Text
REFLECTED CEILING PLAN - DEMOLITION
AutoCAD SHX Text
PROJECT LOCATION
AutoCAD SHX Text
N
AutoCAD SHX Text
ENLARGED TYPICAL CLASSROOM FLOOR PLAN/ INTERIOR ELEVATIONS
AutoCAD SHX Text
WALL SECTIONS
AutoCAD SHX Text
BUILDING SECTIONS
AutoCAD SHX Text
W25
AutoCAD SHX Text
1.
AutoCAD SHX Text
2.
AutoCAD SHX Text
3.
AutoCAD SHX Text
4.
AutoCAD SHX Text
5.
AutoCAD SHX Text
6.
AutoCAD SHX Text
7.
AutoCAD SHX Text
8.
AutoCAD SHX Text
9.
AutoCAD SHX Text
10.
AutoCAD SHX Text
11.
AutoCAD SHX Text
12.
AutoCAD SHX Text
CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL DEMOLITION AND CONSTRUCTION DEBRIS. ALL TRASH AND DEBRIS SHOULD BE DISPOSED OF PROPERLY AND APPROPRIATELY. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED W/ DISPOSAL.
AutoCAD SHX Text
ALL ELECTRICAL WORK IS TO BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR OR THOSE DIRECTLY UNDER HIS SUPERVISION. ALL WORK PERFORMED IS TO BE PER ALL CITY, STATE, AND NATIONAL CURRENT ELECTRICAL CODES.
AutoCAD SHX Text
CONTRACTOR TO KEEP THE FACILITY REASONABLY CLEAN DURING CONSTRUCTION HOURS AND TO COMPLETELY CLEAN UP SITE AT THE END OF EACH DAY.
AutoCAD SHX Text
CONTRACTOR TO BE FULLY LICENSED, FOR THIS JOB, AND INSURED.
AutoCAD SHX Text
ANY DAMAGE TO THE EXISTING OR NEW FACILITY CAUSED BY THE CONTRACTOR OR ANY ONE UNDER HIS CONTRACT, IS TO BE FULLY REPAIRED OR REPLACED. DAMAGE TO EXISTING SITE TO BE REPAIRED. RUTS IN YARD TO BE FILLED IN AND RE-SODDED IF DAMAGED.
AutoCAD SHX Text
CONTRACTOR TO NOTIFY OWNER AND/OR ARCHITECT IMMEDIATELY IF DISCREPANCIES BETWEEN DRAWINGS AND EXISTING CONSTRUCTION EXISTS.
AutoCAD SHX Text
CONTRACTOR AND ALL THOSE UNDER HIS CONTRACT ARE TO PERFORM ALL WORK IN A WELL-MANNERED FASHION. SCHOOL STAFF AND STUDENTS ARE NOT TO BE BOTHERED OR HARASSED IN ANY FORM OR FASHION. SUCH SHALL BE CAUSE FOR IMMEDIATE AND PERMANENT REMOVAL FROM SITE.
AutoCAD SHX Text
CONTRACTOR TO PROVIDE TEMPORARY TOILET FACILITIES. TOILETS AT SCHOOL ARE NOT TO BE USED BY ANYONE UNDER CONTRACTOR'S CONTRACT.
AutoCAD SHX Text
CONTRACTOR IS RESPONSIBLE FOR HIS OWN COMMUNICATIONS ON SITE. EXIST. STAFF AND STUDENTS ARE NOT TO BE ASKED FOR USE OF PHONE, FAX, COPIER, ETC.
AutoCAD SHX Text
CONTRACTOR TO BE RESPONSIBLE FOR ACQUIRING ALL CITY PERMITS REQUIRED FOR CONSTRUCTION INCLUDING CITY DESIGN REVIEW FEE IF APPLICABLE.
AutoCAD SHX Text
CONTRACTOR RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGHOUT CONSTRUCTION DURATION, AS WELL AS FINAL INSPECTION BY FIRE MARSHAL. CONTRACTOR TO NOTIFY ARCHITECT AT LEAST ONE WEEK IN ADVANCE OF FINAL INSPECTION.
AutoCAD SHX Text
ALL PLUMBING WORK IS TO BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR OR THOSE DIRECTLY UNDER HIS SUPERVISION. ALL WORK PERFORMED IS TO BE PER ALL CITY, STATE, AND NATIONAL CURRENT PLUMBING CODES.
AutoCAD SHX Text
BRICK MASONRY
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
MASONRY UNITS
AutoCAD SHX Text
13.
AutoCAD SHX Text
CONTRACTOR/ SUBCONTRACTORS ARE RESPONSIBLE FOR REVIEWING AND COORDINATING THE COMPLETE SCOPE OF CONSTRUCTION DOCUMENTS AS IT PERTAINS TO SUB'S APPLICABLE TRADES.
AutoCAD SHX Text
BENTON MIDDLE SCHOOL PRINCIPAL
AutoCAD SHX Text
SUPERINTENDENT
AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
FLOOR PLAN
AutoCAD SHX Text
WALL SECTIONS
AutoCAD SHX Text
WALL SECTIONS
AutoCAD SHX Text
REFLECTED CEILING PLAN
AutoCAD SHX Text
ROOF PLAN - DEMOLITION
AutoCAD SHX Text
ROOF PLAN
AutoCAD SHX Text
FLOOR PLAN - ELECTRICAL DEMOLITION
AutoCAD SHX Text
FLOOR PLAN - POWER
AutoCAD SHX Text
FLOOR PLAN - LIGHTING
AutoCAD SHX Text
ELECTRICAL SCHEDULE AND DETAILS
AutoCAD SHX Text
ELECTRICAL DETAILS
AutoCAD SHX Text
FLOOR PLAN - MECHANICAL DEMOLITION
AutoCAD SHX Text
FLOOR PLAN - HVAC AND SPECIAL SYSTEMS (FIRE SUPPRESSION)
AutoCAD SHX Text
MECHANICAL SCHEDULE AND DETAILS
AutoCAD SHX Text
GENERAL NOTES AND SPECIFICATIONS
AutoCAD SHX Text
SPECIAL INSPECTIONS AND SCHEDULES
AutoCAD SHX Text
STRUCTURAL DEMOLITION
AutoCAD SHX Text
ROOF RECONSTRUCTION PLAN
AutoCAD SHX Text
FRAMING SECTIONS AND DETAILS
AutoCAD SHX Text
FRAMING SECTIONS AND DETAILS

A3.1

DEMOLITION NOTES

FLOOR PLAN - DEMOLITION

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

# 20 - 23

14A

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

6140 H

IG

HW

AY

3, B

EN

TO

N, L

A 71006

KEY PLAN - AREA OF WORK

EXIST. SCHOOL

A

WING

B

WING

C

WING

D

WING

FINISH NOTES

ENLARGED AREA PLAN

WALL LEGEND

AutoCAD SHX Text
N
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
EXIST. WALL HAS BEEN REMOVED FOR ACCESS
AutoCAD SHX Text
D1
AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
EXIST. CLASSROOM A-7
AutoCAD SHX Text
EXIST. CLASSROOM A-5
AutoCAD SHX Text
EXIST. CLASSROOM A-3
AutoCAD SHX Text
EXIST. CLASSROOM A-1
AutoCAD SHX Text
EXIST. CLASSROOM A-6
AutoCAD SHX Text
EXIST. CLASSROOM A-4
AutoCAD SHX Text
EXIST. CLASSROOM A-2
AutoCAD SHX Text
EXIST. CORRIDOR A
AutoCAD SHX Text
EXIST. TOIL.-A
AutoCAD SHX Text
EXISTING MECH./ELEC. A
AutoCAD SHX Text
EXISTING BOYS TOILET A
AutoCAD SHX Text
EXISTING GIRLS TOILET A
AutoCAD SHX Text
EXIST. SERVICE YARD
AutoCAD SHX Text
EXIST. STORAGE B
AutoCAD SHX Text
EXIST. ADMIN. ASSIST.
AutoCAD SHX Text
EXIST. COPY
AutoCAD SHX Text
EXIST. TOIL.-B
AutoCAD SHX Text
EXIST. CLINIC
AutoCAD SHX Text
EXIST. LOBBY A
AutoCAD SHX Text
EXISTING ENTRY A
AutoCAD SHX Text
EXIST. CORRIDOR B
AutoCAD SHX Text
EXIST. HVAC-2
AutoCAD SHX Text
EXIST. HVAC-3
AutoCAD SHX Text
EXIST. HVAC-1
AutoCAD SHX Text
EXIST. JAN.-A
AutoCAD SHX Text
D1
AutoCAD SHX Text
D5
AutoCAD SHX Text
D5
AutoCAD SHX Text
D5
AutoCAD SHX Text
D5
AutoCAD SHX Text
D5
AutoCAD SHX Text
D5
AutoCAD SHX Text
D5
AutoCAD SHX Text
D5
AutoCAD SHX Text
D5
AutoCAD SHX Text
D3
AutoCAD SHX Text
D3
AutoCAD SHX Text
D3
AutoCAD SHX Text
D3
AutoCAD SHX Text
D3
AutoCAD SHX Text
D3
AutoCAD SHX Text
D4
AutoCAD SHX Text
D4
AutoCAD SHX Text
D4
AutoCAD SHX Text
D4
AutoCAD SHX Text
D4
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
EXIST. CASEWORK TO BE REMOVED & DISPOSED OF PROPERLY
AutoCAD SHX Text
D2
AutoCAD SHX Text
EXIST. T.V.'S TO BE REMOVED & DISPOSED OF PROPERLY
AutoCAD SHX Text
D3
AutoCAD SHX Text
REMOVE EXIST. SMART BOARD, TACK BOARDS, & MARKER BOARDS & DISPOSE OF PROPERLY
AutoCAD SHX Text
D4
AutoCAD SHX Text
REMOVE EXIST. WINDOW BLINDS & DISPOSE OF PROPERLY
AutoCAD SHX Text
D5
AutoCAD SHX Text
REMOVE ALL EXIST. FLOORING, BASE, & ANY EXIST. CEILING MATERIAL STILL REMAINING IN HEIGHLIGHTED AREA. ALL CERAMIC TILE MUST REMAIN.
AutoCAD SHX Text
I
AutoCAD SHX Text
J
AutoCAD SHX Text
H
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
REMOVE TEMPORARY WALL STRUCTURE COMPLETELY AND DISPOSE OF PROPERLY. THIS WALL STANDS AS A DUST PARTITION BETWEEN A FUNCTIONING SCHOOL AND A CONSTRUCTION AREA. CONTRACTOR COORDINATE WITH OWNER AND ARCHITECT FOR BEST TIME TO REMOVE WALL.
AutoCAD SHX Text
D6
AutoCAD SHX Text
REMOVE EXISTING WINDOW AND DISPOSE OF PROPERLY.
AutoCAD SHX Text
D7
AutoCAD SHX Text
D7
AutoCAD SHX Text
D7
AutoCAD SHX Text
D7
AutoCAD SHX Text
D7
AutoCAD SHX Text
D7
AutoCAD SHX Text
D7
AutoCAD SHX Text
D7
AutoCAD SHX Text
D7
AutoCAD SHX Text
D7
AutoCAD SHX Text
REMOVE EXISTING SIDEWALK AND DISPOSE OF PROPERLY.
AutoCAD SHX Text
D8
AutoCAD SHX Text
D8
AutoCAD SHX Text
EXIST. SIDEWALK
AutoCAD SHX Text
NOTE: WHEN ROOF IS COMPLETELY REMOVED EXIST. TOIL.-A, EXIST. MECH./ ELEC. A, EXIST. BOYS TOILET A, AND EXIST. GIRLS TOILET A WILL BE OPEN TO THE SKY AND WEATHER ELEMENTS. ALL TOILET PARTITIONS, FIXTURES, GRAB BARS, AND TILE FINISHES WILL BE PROTECTED DURING CONSTRUCTION. NEW RESTROOM ACCESSORIES WILL BE PROVIDED AS PART OF CONSTRUCTION.
AutoCAD SHX Text
D4
AutoCAD SHX Text
AREA FOR MAJORITY OF DEMOLITION WORK
AutoCAD SHX Text
C9
AutoCAD SHX Text
PROVIDE CHAIN LINK TEMPORARY FENCE. REFERENCE ENLARGED SITE PLAN THIS SHEET FOR SCOPE OF FENCE WORK.
AutoCAD SHX Text
C9
AutoCAD SHX Text
EXISTING (1) HR. FIRE WALLS NOTE: ABOVE CMU IS (1) HR. RATED MTL. STUD WALL W/ GYP. BD. EA. SIDE AND WILL BE REMOVED AND DISPOSED OF PROPERLY
AutoCAD SHX Text
EXISTING DRIVE
AutoCAD SHX Text
PROVIDE TEMPORARY 6'-0"T CHAIN LINK FENCE W/ (3) STRAND BARBED WIRE AT 45° BENT
AutoCAD SHX Text
EXISTING FENCE
AutoCAD SHX Text
SCALE " = 1'-0"132" = 1'-0"
AutoCAD SHX Text
PROVIDE TEMPORARY 12'-0" MANUAL SWING GATE CHAIN LINK W/ BARB WIRE LIKE REST OF FENCE
AutoCAD SHX Text
A7.3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
A7.2
AutoCAD SHX Text
(TYP.) BETWEEM CLASSROOMS
AutoCAD SHX Text
1
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
A7.2
AutoCAD SHX Text
1
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
A7.3
AutoCAD SHX Text
EXIST. 4" CMU WALL
AutoCAD SHX Text
EXIST. 8" CMU WALL
AutoCAD SHX Text
EXIST. 6" CMU WALL
AutoCAD SHX Text
EXIST. 8" CMU WALL (1) HR. RATED
AutoCAD SHX Text
D3
AutoCAD SHX Text
D4
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
2
AutoCAD SHX Text
SIM.

A3.2

CONSTRUCTION NOTESCONSTRUCTION NOTES

WALL LEGEND

FLOOR PLAN

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

# 20 - 23

14A

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

6140 H

IG

HW

AY

3, B

EN

TO

N, L

A 71006

KEY PLAN - AREA OF WORK

EXIST. SCHOOL

A

WING

B

WING

C

WING

D

WING

NOTE:

THIS AREA WILL OPEN TO ALL

WEATHER EVENTS UNITIL A NEW ROOF

HAS BEEN INSTALLED. IT WILL BE THE

CONTRACTORS' RESPONSIBLITY TO

KEEP THE CONSTRUCTION AREA DRY.

DO NOT ALLOW A HEAVY RAIN EVENT

TO FLOOD INTO THE EXISTING

SCHOOL.

AutoCAD SHX Text
N
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
C5
AutoCAD SHX Text
C4
AutoCAD SHX Text
C3
AutoCAD SHX Text
C2
AutoCAD SHX Text
C1
AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
EXIST. CLASSROOM A-7
AutoCAD SHX Text
EXIST. CLASSROOM A-5
AutoCAD SHX Text
EXIST. CLASSROOM A-3
AutoCAD SHX Text
EXIST. CLASSROOM A-1
AutoCAD SHX Text
EXIST. CLASSROOM A-6
AutoCAD SHX Text
EXIST. CLASSROOM A-4
AutoCAD SHX Text
EXIST. CLASSROOM A-2
AutoCAD SHX Text
EXIST. CORRIDOR A
AutoCAD SHX Text
EXIST. TOIL.-A
AutoCAD SHX Text
EXISTING MECH./ELEC. A
AutoCAD SHX Text
EXIST. SERVICE YARD
AutoCAD SHX Text
EXIST. STORAGE B
AutoCAD SHX Text
EXIST. ADMIN. ASSIST.
AutoCAD SHX Text
EXIST. COPY
AutoCAD SHX Text
EXIST. TOIL.-B
AutoCAD SHX Text
EXIST. CLINIC
AutoCAD SHX Text
EXIST. LOBBY A
AutoCAD SHX Text
EXISTING ENTRY A
AutoCAD SHX Text
EXIST. CORRIDOR B
AutoCAD SHX Text
EXIST. HVAC-2
AutoCAD SHX Text
EXIST. HVAC-3
AutoCAD SHX Text
EXIST. HVAC-1
AutoCAD SHX Text
EXIST. JAN.-A
AutoCAD SHX Text
C5
AutoCAD SHX Text
C5
AutoCAD SHX Text
C5
AutoCAD SHX Text
C5
AutoCAD SHX Text
C5
AutoCAD SHX Text
C5
AutoCAD SHX Text
C5
AutoCAD SHX Text
C5
AutoCAD SHX Text
C1
AutoCAD SHX Text
C1
AutoCAD SHX Text
C1
AutoCAD SHX Text
C1
AutoCAD SHX Text
C1
AutoCAD SHX Text
C1
AutoCAD SHX Text
C2
AutoCAD SHX Text
C1
AutoCAD SHX Text
C1
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
C1
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
NEW WARDROBE CABINET
AutoCAD SHX Text
WALL MTD. WHITE BOARD 4'-0"X8'-0" - FOR ADDITIONAL LOCATIONS AND REQUIREMENTS SEE NOTES AND ELEVATIONS ON SHEET A3.3
AutoCAD SHX Text
NEW WINDOW BLINDS
AutoCAD SHX Text
I
AutoCAD SHX Text
J
AutoCAD SHX Text
H
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
EXIST. 4" CMU WALL
AutoCAD SHX Text
EXIST. 8" CMU WALL
AutoCAD SHX Text
EXIST. 6" CMU WALL
AutoCAD SHX Text
C4
AutoCAD SHX Text
C4
AutoCAD SHX Text
C4
AutoCAD SHX Text
C4
AutoCAD SHX Text
A3.3
AutoCAD SHX Text
1
AutoCAD SHX Text
NEW CASEWORK
AutoCAD SHX Text
EXIST. TO REMAIN
AutoCAD SHX Text
CONSTRUCTION AREA
AutoCAD SHX Text
C5
AutoCAD SHX Text
THIS WALL WILL SERVE AS THE TEACHING WALL REFER TO CLASSROOM ELEVATION 3/A3.3 FOR WHAT IS REQUIRED.
AutoCAD SHX Text
C3
AutoCAD SHX Text
C3
AutoCAD SHX Text
C3
AutoCAD SHX Text
C3
AutoCAD SHX Text
C3
AutoCAD SHX Text
C3
AutoCAD SHX Text
C3
AutoCAD SHX Text
C4
AutoCAD SHX Text
C4
AutoCAD SHX Text
C4
AutoCAD SHX Text
EXISTING BOYS TOILET A
AutoCAD SHX Text
EXISTING GIRLS TOILET A
AutoCAD SHX Text
C6
AutoCAD SHX Text
EXIST. FURR DOWN ABOVE
AutoCAD SHX Text
C6
AutoCAD SHX Text
C7
AutoCAD SHX Text
PROVIDE NEW WINDOW
AutoCAD SHX Text
C7
AutoCAD SHX Text
C7
AutoCAD SHX Text
C7
AutoCAD SHX Text
C7
AutoCAD SHX Text
C7
AutoCAD SHX Text
C7
AutoCAD SHX Text
C7
AutoCAD SHX Text
C7
AutoCAD SHX Text
C7
AutoCAD SHX Text
C8
AutoCAD SHX Text
PROVIDE NEW PAINTED CMU WALL
AutoCAD SHX Text
C9
AutoCAD SHX Text
THIS WALL IS AN EXISTING (1) HR. RATED WALL AND SHOULD REMAIN AS SUCH. SEE SECTION DETAIL FOR PARTICULARS
AutoCAD SHX Text
C10
AutoCAD SHX Text
PROVIDE NEW STEEL GATE. REF. ? A5.1
AutoCAD SHX Text
C10
AutoCAD SHX Text
C8
AutoCAD SHX Text
C11
AutoCAD SHX Text
PROVIDE CONCRETE SIDEWALK.
AutoCAD SHX Text
C11
AutoCAD SHX Text
EXISTING SIDWALK
AutoCAD SHX Text
A7.3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
A7.2
AutoCAD SHX Text
(TYP.) BETWEEM CLASSROOMS
AutoCAD SHX Text
1
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
A7.2
AutoCAD SHX Text
1
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
2
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
A4.1
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
A7.3
AutoCAD SHX Text
AREA FOR MAJORITY OF DEMOLITION WORK
AutoCAD SHX Text
EXIST. 8" CMU WALL (1) HR. RATED
AutoCAD SHX Text
C9
AutoCAD SHX Text
C9
AutoCAD SHX Text
C9
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
2
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
NOTE: ONCE ROOF IS REMOVED CONTRACTOR IS TO PROTECT ALL RESTROOM PARTITIONS AND ACCESSORIES. NO NEW ACCESSORIES WILL BE PROVIDED AS PART OF THIS JOB.

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

# 20 - 23

14A

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

6140 H

IG

HW

AY

3, B

EN

TO

N, L

A 71006

A3.3

CONSTRUCTION NOTES

CASEWORK NOTES

WALL LEGEND

ENLARGED CLASSROOM

REFLECTED CEILING PLAN (TYP.)

CEILING PLAN LEGEND

GENERAL NOTES

ELEVATION ELEVATION

ENLARGED CLASSROOM

FLOOR PLAN (TYP.)

ELEVATION TYPICAL TEACHING WALL

AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
1.
AutoCAD SHX Text
COORDINATE W/ MECHANICAL & ELECTRICAL FOR QUANTITIES. IF A CONFLICT BETWEEN ANY FIXTURE LOCATIONS VFY. W/ ARCHITECT FOR PLACEMENT.
AutoCAD SHX Text
2.
AutoCAD SHX Text
COORDINATE W/ MECHANICAL FOR DUCT ROUTING LOCATIONS FROM DIFFUSER LOCATIONS INDICATED.
AutoCAD SHX Text
EXIST. 6" CMU WALLS
AutoCAD SHX Text
EXIST. 8" CMU WALLS
AutoCAD SHX Text
2'X2' LAY IN CEILING AND GRID
AutoCAD SHX Text
2'X4' CLG. GRID MTD. LED LIGHT FIXTURE
AutoCAD SHX Text
2'X2' RETURN AIR GRILL
AutoCAD SHX Text
2'X2' SUPPLY AIR GRILL
AutoCAD SHX Text
CEILING HEIGHT
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
PAINTED CMU BLOCK
AutoCAD SHX Text
PAINTED CMU BLOCK
AutoCAD SHX Text
6'-0"X4'-0" WHITE BOARD - C.F.C.I.
AutoCAD SHX Text
4'-0"X4'-0" TACK BOARD - C.F.C.I.
AutoCAD SHX Text
WINDOW BLINDS (TYP.) FOR ALL NEW WINDOWS RE: SPECIFICATIONS
AutoCAD SHX Text
C5
AutoCAD SHX Text
C4
AutoCAD SHX Text
C3
AutoCAD SHX Text
C2
AutoCAD SHX Text
C1
AutoCAD SHX Text
WALL MTD. PROMETHIAN BOARD OR EQUAL - O.F.O.I.
AutoCAD SHX Text
CABINET SIZES: NOTE: # IS IN REFERENCE TO NUMBERS USED BY "CASE SYSTEMS, INC." AND IS USED TO DESCRIBE EACH UNIT. B0000 - 34" H - 24" D - AS SHOWN WITH ONE ADJUSTABLE SHELF - 34" H - 24" D - AS SHOWN WITH ONE ADJUSTABLE SHELF B2800 HC - 34" H - 24" D - AS SHOWN - ACCESSIBLE - NO BOTTOM - - 34" H - 24" D - AS SHOWN - ACCESSIBLE - NO BOTTOM - BASE HINGES WITH DOORS B3050 - 34" H - 24" D - AS SHOWN W/ONE ADJUSTABLE SHELF, ONE - 34" H - 24" D - AS SHOWN W/ONE ADJUSTABLE SHELF, ONE DRAWER W0100 18" D - AS SHOWN WITH ADJUSTABLE SHELVES 18" D - AS SHOWN WITH ADJUSTABLE SHELVES W2100 18" D - AS SHOWN WITH ADJUSTABLE SHELF AND 3 - 12" OPEN 18" D - AS SHOWN WITH ADJUSTABLE SHELF AND 3 - 12" OPEN SLOTS WITH FIXED VERTICALS. T0000 - ONE FIXED CENTER SHELF, FOUR ADJUSTABLE SHELVES, - ONE FIXED CENTER SHELF, FOUR ADJUSTABLE SHELVES, 78" H X 18" D - AS SHOWN. SHELVES ARE 1 1/2" THICK. T2800 - 78"H - 24"D - AS SHOWN WITH 3 ADJUSTABLE SHELVES, - 78"H - 24"D - AS SHOWN WITH 3 ADJUSTABLE SHELVES, 1 HANGER ROD AND SHELF, ONE PEN DRAWER, MIRROR MTD. ON INSIDE OF DOOR, 2 HINGED DOORS WITH LOCK AND PULL CHAIN LATCH (BACK OF DOOR). NOTE: ALL FLOOR TILE IS TO BE INSTALLED IN ROOMS PRIOR TO ALL FLOOR TILE IS TO BE INSTALLED IN ROOMS PRIOR TO CABINET INSTALLATION. CABINETS WILL BE INSTALLED ON TOP OF LVT. ALL BASE CABINET COUNTERTOP HEIGHT TO BE 34" A.F.F. CLEARANCE FROM TOP RIM OF SINK TO F.F. MUST BE 34" A.F.F. ADJUST AS NECESSARY - FIELD COORDINATE WITH THE ARCHITECT.
AutoCAD SHX Text
B36 (B3050)
AutoCAD SHX Text
B36 (B3050)
AutoCAD SHX Text
T42 (T0000)
AutoCAD SHX Text
W3624 (W0100)
AutoCAD SHX Text
LOCK ON CASEWORK KEYED TO MATCH CLASSROOM DOORS
AutoCAD SHX Text
MARKER BOARD
AutoCAD SHX Text
SHELF
AutoCAD SHX Text
8'-0"X4'-0" WHITE BOARD - C.F.C.I.
AutoCAD SHX Text
MAP RAIL
AutoCAD SHX Text
2'X2' EXHAUST GRILL
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
A3.4
AutoCAD SHX Text
2
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
A3.4
AutoCAD SHX Text
4
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
SCHEDULED BASE
AutoCAD SHX Text
JT.
AutoCAD SHX Text
W3624 (W0100)
AutoCAD SHX Text
W3624 (W0100)
AutoCAD SHX Text
W3624 (W0100)
AutoCAD SHX Text
SCHEDULED BASE
AutoCAD SHX Text
EXIST. CLASSROOM A-5
AutoCAD SHX Text
EXIST. HVAC-2
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
T36 (T2800)
AutoCAD SHX Text
A3.4
AutoCAD SHX Text
3
AutoCAD SHX Text
A3.4
AutoCAD SHX Text
4
AutoCAD SHX Text
A3.4
AutoCAD SHX Text
2
AutoCAD SHX Text
EXISTING CLASSROOM A-5
AutoCAD SHX Text
B36 (B3050)
AutoCAD SHX Text
B36 (B3050)
AutoCAD SHX Text
EXIST. CORRIDOR-A
AutoCAD SHX Text
C1
AutoCAD SHX Text
C1
AutoCAD SHX Text
C4
AutoCAD SHX Text
C2
AutoCAD SHX Text
C3
AutoCAD SHX Text
C3
AutoCAD SHX Text
C5
AutoCAD SHX Text
WARDROBE CABINET
AutoCAD SHX Text
LOWER AND UPPER CASEWORK
AutoCAD SHX Text
NEW ALUM. WINDOWS (TYP.)
AutoCAD SHX Text
PROVIDE NEW "T 12"T CORIAN WINDOW SILL
AutoCAD SHX Text
EXIST. 8" CMU WALLS (1) HR. RATED
AutoCAD SHX Text
OVERHEAD PROJECTOR O.F.O.I.
AutoCAD SHX Text
TACK BOARD
AutoCAD SHX Text
MARKER BOARD
AutoCAD SHX Text
SHELF
AutoCAD SHX Text
WALL MTD. PROMETHIAN BD. OR EQUAL - O.F.O.I.
AutoCAD SHX Text
MAP RAIL
AutoCAD SHX Text
A3.4
AutoCAD SHX Text
3
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
SCHEDULED BASE
AutoCAD SHX Text
MAP RAIL
AutoCAD SHX Text
MARKER BOARD
AutoCAD SHX Text
SHELF
AutoCAD SHX Text
WARDROBE CABINET

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

# 20 - 23

14A

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

6140 H

IG

HW

AY

3, B

EN

TO

N, L

A 71006

A4.1

NORTH ELEVATION - DEMOLITION

WEST ELEVATION - DEMOLITION

NORTH ELEVATION - NEW

WEST ELEVATION - NEW

DETAIL

STEEL DOOR ELEVATION

AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
REMOVE EXIST. METAL ROOFING, FASCIA, AND DOWNSPOUT AND DISPOSE OF PROPERLY
AutoCAD SHX Text
* REFER TO ROOF PLAN FOR ANY EXIST. MTL. REFER TO ROOF PLAN FOR ANY EXIST. MTL. BEING REPLACED
AutoCAD SHX Text
REMOVE EXIST. FASCIA AND DISPOSE OF PROPERLY
AutoCAD SHX Text
REMOVE EXIST. MTL. WALL PANELS AND DISPOSE OF PROPERLY
AutoCAD SHX Text
REMOVE EXIST. EIFS AND DISPOSE OF PROPERLY
AutoCAD SHX Text
REMOVE EXIST. GUTTERS & DOWNSPOUTS AND DISPOSE OF PROPERLY
AutoCAD SHX Text
REMOVE EXIST. MTL. ROOFING AND OR TEMPORARY PLYWOOD ROOF STRUCTURE AND DISPOSE OF PROPERLY
AutoCAD SHX Text
REMOVE EXIST. GUTTERS & DOWNSPOUTS AND DISPOSE OF PROPERLY
AutoCAD SHX Text
REMOVE EXIST. MTL. FASCIA AND SOFFIT AND DISPOSE OF PROPERLY
AutoCAD SHX Text
REMOVE EXIST. EIFS AND DISPOSE OF PROPERLY
AutoCAD SHX Text
REMOVE EXIST. EIFS AND DISPOSE OF PROPERLY
AutoCAD SHX Text
REMOVE EXIST. GUTTER & DOWNSPOUTS AND DISPOSE OF PROPERLY
AutoCAD SHX Text
REMOVE EXIST. BRICK WALL AND DOOR AND DISPOSE OF PROPERLY
AutoCAD SHX Text
NEW ROOFING, MTL. FACIA, AND GUTTER TO MATCH EXISTING
AutoCAD SHX Text
NEW FASCIA
AutoCAD SHX Text
NEW MTL. WALL PANELS
AutoCAD SHX Text
NEW EIFS
AutoCAD SHX Text
NEW GUTTERS & DOWNSPOUTS
AutoCAD SHX Text
NEW EIFS
AutoCAD SHX Text
NEW GUTTERS & DOWNSPOUTS
AutoCAD SHX Text
2
AutoCAD SHX Text
A7.2
AutoCAD SHX Text
* REFER TO ROOF PLAN FOR ANY EXIST. MTL. REFER TO ROOF PLAN FOR ANY EXIST. MTL. BEING REPLACED
AutoCAD SHX Text
* REFER TO ROOF PLAN FOR ANY EXIST. MTL. REFER TO ROOF PLAN FOR ANY EXIST. MTL. BEING REPLACED
AutoCAD SHX Text
* REFER TO ROOF PLAN FOR ANY EXIST. MTL. REFER TO ROOF PLAN FOR ANY EXIST. MTL. BEING REPLACED
AutoCAD SHX Text
2
AutoCAD SHX Text
A7.2
AutoCAD SHX Text
1
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
REMOVE EXIST. WINDOWS (TYP.) AND DISPOSE OF PROPERLY
AutoCAD SHX Text
NEW METAL ROOFING SYSTEM
AutoCAD SHX Text
NEW GUTTERS, DOWNSPOUTS, AND SPLASH BLOCKS
AutoCAD SHX Text
NEW METAL FASCIA, AND SOFFITS
AutoCAD SHX Text
NEW EIFS - PROVIDE EXP. JT. BEHIND EA. EQUALLY SPACED DOWN SPOUT
AutoCAD SHX Text
1
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
NEW WINDOWS (TYP.)
AutoCAD SHX Text
D.S.
AutoCAD SHX Text
D.S.
AutoCAD SHX Text
D.S.
AutoCAD SHX Text
D.S.
AutoCAD SHX Text
D.S.
AutoCAD SHX Text
REMOVE EXIST. GUTTERS & DOWNSPOUTS AND DISPOSE OF PROPERLY
AutoCAD SHX Text
12" EXPANSION JOINT MATERIAL
AutoCAD SHX Text
8"X8"X16" CMU BLOCK - (PAINTED) ALL CELLS FULLY GROUTED
AutoCAD SHX Text
BOND BEAMS W/ (2) #5'S EA.
AutoCAD SHX Text
#5 @ 48" O.C. IN GROUTED CELLS. HOOK INTO BOND BEAM
AutoCAD SHX Text
#5 VERTICAL BARS (8") IMBED W/ HILTI HIT-HY 200
AutoCAD SHX Text
EXISTING CONCRETE PAD AND FOOTINGS
AutoCAD SHX Text
PROVIDE NEW CONCRETE SIDEWALK WHERE INDICATED ON PLAN 2.9X2.9 W.W.F. BETWEEN
AutoCAD SHX Text
A4.1
AutoCAD SHX Text
1
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
BOND BEAMS W/ (2) #5'S EA.
AutoCAD SHX Text
GROUT TOP OF BLOCK SMOOTH AND SLOPE TO DRAIN
AutoCAD SHX Text
1
AutoCAD SHX Text
A4.1
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
6"
AutoCAD SHX Text
PAINTED STEEL DOOR SEE ENLARGED INFORMATION THIS SHEET
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
PAINTED CMU SCREEN WALL
AutoCAD SHX Text
2"X2" STEEL PIPE
AutoCAD SHX Text
1/2"X1/2" STEEL PICKETS 4" O.C.
AutoCAD SHX Text
PROVIDE (3) EQUALLY SPACED HINGES - WELD TO STEEL PLATE
AutoCAD SHX Text
NOTE: ALL STEEL PAINTED BLACK
AutoCAD SHX Text
PROVIDE 3/8" HILTI BOLTS W/ TAMPER PROOF HEADS EQUALLY SPACED (TYP). ALL BOLTS
AutoCAD SHX Text
6"
AutoCAD SHX Text
6'-8"
AutoCAD SHX Text
NOTE: ALL STEEL PLATES WILL BE 1/4" THICK
AutoCAD SHX Text
8"X8" STEEL PERP. PLATE FOR BOLT RINGS
AutoCAD SHX Text
PROVIDE BOLT RINGS (1) ON PLATE AND ONE ON DOOR PIPE EA. SAME SIZE FOR A DEAD BOLT

A4.2

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

# 20 - 23

14A

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

6140 H

IG

HW

AY

3, B

EN

TO

N, L

A 71006

BUILDING SECTION

BUILDING SECTION

AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
EXIST. CLASSROOM
AutoCAD SHX Text
EXIST. CORRIDOR
AutoCAD SHX Text
12
AutoCAD SHX Text
1
AutoCAD SHX Text
A4.2
AutoCAD SHX Text
1
AutoCAD SHX Text
EXIST. CLASSROOM
AutoCAD SHX Text
1
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
2
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
1
AutoCAD SHX Text
A7.2
AutoCAD SHX Text
PLATE HT./ TOP OF CMU WALL
AutoCAD SHX Text
BETWEEM CLASSROOMS
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
PLATE HT./ TOP OF CMU WALL
AutoCAD SHX Text
BETWEEM CLASSROOMS
AutoCAD SHX Text
+10'-8"
AutoCAD SHX Text
+13'-4"
AutoCAD SHX Text
1
AutoCAD SHX Text
A7.3
AutoCAD SHX Text
X
AutoCAD SHX Text
2
AutoCAD SHX Text
A7.3
AutoCAD SHX Text
2
AutoCAD SHX Text
A7.2
AutoCAD SHX Text
EXIST. CLASSROOM
AutoCAD SHX Text
EXIST. CLASSROOM
AutoCAD SHX Text
EXIST. CLASSROOM
AutoCAD SHX Text
EXIST. CLASSROOM
AutoCAD SHX Text
A4.2
AutoCAD SHX Text
2

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

# 20 - 23

14A

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

6140 H

IG

HW

AY

3, B

EN

TO

N, L

A 71006

A5.1

ROOM FINISH SCHEDULE

SIGN SCHEDULE

CLASSROOM

C202

TYPICAL SIGN DETAILS

DOOR SIGN

LOCATION

RESTROOM SIGNAGECLASSROOM SIGNAGE

ROOM NAME

C202

ROOM SIGNAGE

ALUM. WINDOW ELEVATIONS

SILL

JAMB SIM.

HEAD

AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
EXISTING CLASSROOM A-1
AutoCAD SHX Text
9'-0"
AutoCAD SHX Text
LVT
AutoCAD SHX Text
RUBBER BASE
AutoCAD SHX Text
FLOOR
AutoCAD SHX Text
BASE
AutoCAD SHX Text
WALLS
AutoCAD SHX Text
ACOUST. CLG. TILE
AutoCAD SHX Text
CEILINGS
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
C.H.
AutoCAD SHX Text
EXISTING HVAC - 1
AutoCAD SHX Text
SEALED CONCRETE
AutoCAD SHX Text
PAINTED CMU
AutoCAD SHX Text
PAINTED GYP. BD.
AutoCAD SHX Text
EPOXY PAINTED CMU
AutoCAD SHX Text
EXISTING JAN. - A
AutoCAD SHX Text
EXISTING GIRLS' TOILET - A
AutoCAD SHX Text
RESINOUS EPOXY
AutoCAD SHX Text
NONE
AutoCAD SHX Text
RESINOUS EPOXY
AutoCAD SHX Text
PAINTED GYP. BD.
AutoCAD SHX Text
OPEN
AutoCAD SHX Text
EPOXY PAINT
AutoCAD SHX Text
NONE
AutoCAD SHX Text
HIGH NRC
AutoCAD SHX Text
ACOUST. CLG. TILE
AutoCAD SHX Text
STANDARD
AutoCAD SHX Text
TEXT
AutoCAD SHX Text
SIGN TYPE
AutoCAD SHX Text
QTY.
AutoCAD SHX Text
ROOM #
AutoCAD SHX Text
EXISTING CLASSROOM A-2
AutoCAD SHX Text
EXISTING CLASSROOM A-3
AutoCAD SHX Text
EXISTING CLASSROOM A-4
AutoCAD SHX Text
EXISTING CLASSROOM A-5
AutoCAD SHX Text
EXISTING CLASSROOM A-6
AutoCAD SHX Text
EXISTING CLASSROOM A-7
AutoCAD SHX Text
EXISTING HVAC - 2
AutoCAD SHX Text
EXISTING HVAC - 3
AutoCAD SHX Text
EXISTING CORRIDOR - A
AutoCAD SHX Text
EXISTING CORRIDOR - B
AutoCAD SHX Text
EXISTING LOBBY - A
AutoCAD SHX Text
EXISTING BOYS' TOILET - A
AutoCAD SHX Text
EXISTING TOILET - A
AutoCAD SHX Text
EXISTING MECH./ELEC. - A
AutoCAD SHX Text
9'-0"
AutoCAD SHX Text
9'-0"
AutoCAD SHX Text
9'-0"
AutoCAD SHX Text
9'-0"
AutoCAD SHX Text
9'-0"
AutoCAD SHX Text
9'-0"
AutoCAD SHX Text
OPEN
AutoCAD SHX Text
OPEN
AutoCAD SHX Text
OPEN
AutoCAD SHX Text
10'-0"
AutoCAD SHX Text
10'-0"
AutoCAD SHX Text
TO REMAIN
AutoCAD SHX Text
EXIST. BRICK
AutoCAD SHX Text
10'-0"
AutoCAD SHX Text
ALL EXISTING CERAMIC TILE WALLS AND FLOORS
AutoCAD SHX Text
TO REMAIN. CONTRACTOR TO PROTECT DURING
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
ALL EXISTING CERAMIC TILE WALLS AND FLOORS
AutoCAD SHX Text
TO REMAIN. CONTRACTOR TO PROTECT DURING
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
ALL EXISTING CERAMIC TILE WALLS AND FLOORS
AutoCAD SHX Text
TO REMAIN. CONTRACTOR TO PROTECT DURING
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
ALL EXISTING CERAMIC TILE WALLS AND FLOORS
AutoCAD SHX Text
TO REMAIN. CONTRACTOR TO PROTECT DURING
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
10'-0"
AutoCAD SHX Text
10'-0"
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
OPEN
AutoCAD SHX Text
1" SLOT FOR PAPER INSERT
AutoCAD SHX Text
ADD ACCESSIBLE SYMBOL AS APPROPRIATE TO EACH INDIVIDUAL RESTROOM
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
2. CONTRACTOR SHALL PROVIDE CUT SHEETS TO ALL VARIETIES OF SIGNS CONTRACTOR SHALL PROVIDE CUT SHEETS TO ALL VARIETIES OF SIGNS PRIOR TO ORDERING.
AutoCAD SHX Text
BOYS
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
SCALE: 3" = 1'-0"
AutoCAD SHX Text
VERIFY ALL TEXT PRIOR TO FABRICATION AND INSTALLATION OF SIGNAGE
AutoCAD SHX Text
ADD ACCESSIBE SYMBOL AS APPROPRIATE TO EACH INDIVIDUAL RESTROOM
AutoCAD SHX Text
GIRLS
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
1. ALL TEXT AND NUMBERS SHALL BE HELVETICA REGULAR, HEIGHT AS ALL TEXT AND NUMBERS SHALL BE HELVETICA REGULAR, HEIGHT AS SHOWN, FLUSH LEFT OR CENTERED AS SHOWN WITH ACCOMPANYING GRADE TWO BRAILLE BELOW.
AutoCAD SHX Text
3. PROVIDE ASI-MODULEX, INC SIGNAGE OR EQUALPROVIDE ASI-MODULEX, INC SIGNAGE OR EQUAL
AutoCAD SHX Text
NO SLOT REQUIRED
AutoCAD SHX Text
CLASSROOM A-1
AutoCAD SHX Text
CLASSROOM
AutoCAD SHX Text
A-1
AutoCAD SHX Text
1
AutoCAD SHX Text
CLASSROOM A-2
AutoCAD SHX Text
CLASSROOM
AutoCAD SHX Text
A-2
AutoCAD SHX Text
1
AutoCAD SHX Text
CLASSROOM A-3
AutoCAD SHX Text
CLASSROOM
AutoCAD SHX Text
A-3
AutoCAD SHX Text
1
AutoCAD SHX Text
CLASSROOM A-4
AutoCAD SHX Text
CLASSROOM
AutoCAD SHX Text
A-4
AutoCAD SHX Text
1
AutoCAD SHX Text
CLASSROOM A-5
AutoCAD SHX Text
CLASSROOM
AutoCAD SHX Text
A-5
AutoCAD SHX Text
1
AutoCAD SHX Text
CLASSROOM A-6
AutoCAD SHX Text
CLASSROOM
AutoCAD SHX Text
A-6
AutoCAD SHX Text
1
AutoCAD SHX Text
CLASSROOM A-7
AutoCAD SHX Text
CLASSROOM
AutoCAD SHX Text
A-7
AutoCAD SHX Text
1
AutoCAD SHX Text
HVAC A1
AutoCAD SHX Text
ROOM
AutoCAD SHX Text
A1
AutoCAD SHX Text
1
AutoCAD SHX Text
HVAC A2
AutoCAD SHX Text
A2
AutoCAD SHX Text
1
AutoCAD SHX Text
HVAC A3
AutoCAD SHX Text
A3
AutoCAD SHX Text
1
AutoCAD SHX Text
ROOM
AutoCAD SHX Text
ROOM
AutoCAD SHX Text
JAN.-A
AutoCAD SHX Text
GIRLS' TOILET-A
AutoCAD SHX Text
BOYS' TOILET-A
AutoCAD SHX Text
TOILET-A
AutoCAD SHX Text
ROOM
AutoCAD SHX Text
ROOM
AutoCAD SHX Text
ROOM
AutoCAD SHX Text
ROOM
AutoCAD SHX Text
NONE
AutoCAD SHX Text
NONE
AutoCAD SHX Text
NONE
AutoCAD SHX Text
NONE
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1" INSULATED TINTED LOW "E" GLASS IN ALUM. FRAME
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
1
AutoCAD SHX Text
A5.1
AutoCAD SHX Text
10 S.F.
AutoCAD SHX Text
EXIT AREA
AutoCAD SHX Text
W1
AutoCAD SHX Text
PROVIDE TEMPERED GLASS IN BOTTOM FRAME (TYP.)
AutoCAD SHX Text
3
AutoCAD SHX Text
A5.1
AutoCAD SHX Text
1
AutoCAD SHX Text
A5.1
AutoCAD SHX Text
EXISTING BRICK SILL TO REMAIN
AutoCAD SHX Text
WINDOW AS SCHEDULED
AutoCAD SHX Text
PROVIDE (3) SIDED ALUM. FLASHING PAN WITH ELONGATED BASE EXTENDING OUT AND OVER BRICK SILL - SET INTO FULL SEALANT BED
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text
A5.1
AutoCAD SHX Text
3
AutoCAD SHX Text
EXISTING CMU TO REMAIN
AutoCAD SHX Text
PROVIDE NEW " CORIAN 12" CORIAN EXPOSED SILL MATERIAL
AutoCAD SHX Text
EIFS SYSTEM TO MATCH EXISTING OVER MASTIC APPLIED ONTO EXISTING CMU
AutoCAD SHX Text
PROVIDE NEW DRIP FLASHING PER EIFS MANUFACTURER'S RECOMMENDATION
AutoCAD SHX Text
WINDOW AS SCHEDULED
AutoCAD SHX Text
EXIST. CMU BLOCK TO REMAIN
AutoCAD SHX Text
INTERIOR PERIMETER SEALANT MUST BE PLACED BETWEEN THE WINDOW FRAME AND THE MASTIC BARRIER- APPLY MASTIC INTO MASONRY JAMB CONTINUOUS FROM WALL PERIMETER
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text
A5.1
AutoCAD SHX Text
1
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
EXISTING BRICK BEYOND TO REMAIN

A7.1

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

# 20 - 23

14A

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

6140 H

IG

HW

AY

3, B

EN

TO

N, L

A 71006

WALL SECTIONWALL SECTION

NEWDEMOLITION

WALL SECTIONWALL SECTION

NEWDEMOLITION

NOTE:

THIS EXISTING WALL

IS A U906 NON BEARING

(1) HR. FIRE WALL

AND WILL REMAIN

THE SAME ONCE

COMPLETED

NOTE:

THIS EXISTING WALL

IS A U419 NON BEARING

(1) HR. FIRE WALL

AND WILL REMAIN

THE SAME ONCE

COMPLETED

NOTE:

THIS EXISTING WALL

IS A U906 NON BEARING

(1) HR. FIRE WALL

AND WILL REMAIN

THE SAME ONCE

COMPLETED

NOTE:

THIS EXISTING WALL

IS A U419 NON BEARING

(1) HR. FIRE WALL

AND WILL REMAIN

THE SAME ONCE

COMPLETED

FASCIA DETAIL

(TYP.)

AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
2
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
2
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
1
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
1
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
PREFINISHED METAL GUTTER 6"X6" TRANSITION TO 4"X4" PREFINISHED METAL DOWN SPOUTS W/ (2) EQ. SPACED STRAPS
AutoCAD SHX Text
ROOF PURLINS REF. STRUCTURAL
AutoCAD SHX Text
PREFINISHED METAL ROOFING OVER 6" R-19 VRR PLUS INSULATION
AutoCAD SHX Text
PREFINISHED METAL FASCIA AND SOFFIT
AutoCAD SHX Text
EAVE STRUT REF. STRUCTURAL
AutoCAD SHX Text
RECONSTRUCTED BOND BEAM REF. STRUCTURAL
AutoCAD SHX Text
REPLACE FACE OF EXISTING CMU WHERE REQ'D. - REF. STRUCTURAL
AutoCAD SHX Text
GROUT FILL EXISTING CMU BLOCK WHERE REQ'D. - REF. STRUCTURAL
AutoCAD SHX Text
NEW STEEL REINFORCEMENT REF. STRUCTURAL
AutoCAD SHX Text
NEW LAY IN CEILING AND GRID W/ 3.5" SOUND BATT INSULATION INSTALLED ABOVE
AutoCAD SHX Text
EXISTING CMU TO REMAIN
AutoCAD SHX Text
EXISTING METAL GUTTER AND DOWN SPOUTS TO BE REMOVED
AutoCAD SHX Text
ALL EXISTING ROOF PURLINS TO BE REMOVED
AutoCAD SHX Text
ALL EXISTING METAL ROOFING AND INSULATION TO BE REMOVED
AutoCAD SHX Text
EXISTING METAL FASCIA AND SOFFIT TO BE REMOVED
AutoCAD SHX Text
EXISTING EAVE STRUT TO BE REMOVED
AutoCAD SHX Text
EXISTING BOND BEAM AND BLOCK BELOW TO BE REMOVED
AutoCAD SHX Text
REMOVE FACE OF EXISTING CMU WHERE REQ'D. - REF. STRUCTURAL
AutoCAD SHX Text
EXISTING CMU TO REMAIN
AutoCAD SHX Text
EXISTING LAY IN CEILING AND GRID AND ANY ABOVE CEILING INSULATION TO BE REMOVED
AutoCAD SHX Text
EXISTING METAL WALL PANELS TO REMAIN
AutoCAD SHX Text
EXISTING METAL WALL PANELS TO REMAIN
AutoCAD SHX Text
OUTRIGGER BEAM REF. STRUCTURAL
AutoCAD SHX Text
REMOVE OUTRIGGER BEAM
AutoCAD SHX Text
REMOVE EXISTING RUBBER BASE
AutoCAD SHX Text
NEW RUBBER BASE
AutoCAD SHX Text
ALL EXISTING ROOF PURLINS TO BE REMOVED
AutoCAD SHX Text
ALL EXISTING METAL ROOFING AND INSULATION TO BE REMOVED
AutoCAD SHX Text
EXISTING BOND BEAM AND BLOCK BELOW TO BE REMOVED
AutoCAD SHX Text
REMOVE FACE OF EXISTING CMU WHERE REQ'D. - REF. STRUCTURAL
AutoCAD SHX Text
EXISTING CMU TO REMAIN
AutoCAD SHX Text
REMOVE EXISTING RUBBER BASE
AutoCAD SHX Text
ALL EXISTING MTL. STUD WALL & EVERYTHING ASSOCIATED WITH IT ABOVE CMU TO BE REMOVED
AutoCAD SHX Text
W12 GABLE BEAMS TO BE REMOVED
AutoCAD SHX Text
ROOF PURLINS REF. STRUCTURAL
AutoCAD SHX Text
EXISTING CMU TO REMAIN
AutoCAD SHX Text
58" GYPSUM BOARD EA. SIDE OF WALL OVER 3 "METAL STUDS (SEE STRUCTURAL) 58"METAL STUDS (SEE STRUCTURAL) W/ FULLY FILLED SOUND BATT INSULATION
AutoCAD SHX Text
W12 GABLE BEAMS REF. STRUCTURAL
AutoCAD SHX Text
NEW RUBBER BASE
AutoCAD SHX Text
REPLACE FACE OF EXISTING CMU WHERE REQ'D. - REF. STRUCTURAL
AutoCAD SHX Text
GROUT FILL EXISTING CMU BLOCK WHERE REQ'D. - REF. STRUCTURAL
AutoCAD SHX Text
NEW STEEL REINFORCEMENT REF. STRUCTURAL
AutoCAD SHX Text
PREFINISHED METAL ROOFING OVER 6" R-19 VRR PLUS INSULATION
AutoCAD SHX Text
RECONSTRUCTED BOND BEAM REF. STRUCTURAL
AutoCAD SHX Text
EXISTING LAY IN CEILING AND GRID AND ANY ABOVE CEILING INSULATION TO BE REMOVED
AutoCAD SHX Text
NEW LAY IN CEILING AND GRID W/ 3.5" SOUND BATT INSULATION INSTALLED ABOVE
AutoCAD SHX Text
PROVIDE FIRE CAULK AT TOP OF WALL CONTINUOUS EA. SIDE
AutoCAD SHX Text
PROVIDE FIRE CAULK BETWEEN GYP. BD. AND TOP OF CMU BOND BM. CONTINUOUS EA. SIDE
AutoCAD SHX Text
CONTRACTOR TO PROVIDE (2) ADDITIONAL PURLINS FOR SOFFIT
AutoCAD SHX Text
1"
AutoCAD SHX Text
PREFINISHED METAL GUTTER
AutoCAD SHX Text
GUTTER STRAPS AS REQUIRED
AutoCAD SHX Text
24 GA. PREFINISHED METAL FASCIA
AutoCAD SHX Text
24 GA. PREFINISHED METAL SOFFIT
AutoCAD SHX Text
4" DOWN SPOUT
AutoCAD SHX Text
PROVIDE SPACER AS REQUIRED
AutoCAD SHX Text
14 GA. BENT PLATE REF. STRUCTURAL NOTE: DISTANCE BETWEEN PLATE AND ROOF PURLIN MUST ALLOW ENOUGH SPACE TO PROVIDE FIRE CAULKING

A7.2

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

# 20 - 23

14A

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

6140 H

IG

HW

AY

3, B

EN

TO

N, L

A 71006

WALL SECTIONWALL SECTION

NEWDEMOLITION

WALL SECTIONWALL SECTION

NEWDEMOLITION

RAKE DETAIL

(TYP.)

AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
A7.2
AutoCAD SHX Text
2
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
A7.2
AutoCAD SHX Text
2
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
A7.2
AutoCAD SHX Text
1
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
A7.2
AutoCAD SHX Text
1
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
PREFINISHED METAL GUTTER 6"X6" TRANSITION TO 4"X4" PREFINISHED METAL DOWN SPOUTS W/ (2) EQ. SPACED STRAPS
AutoCAD SHX Text
ROOF PURLINS REF. STRUCTURAL
AutoCAD SHX Text
PREFINISHED METAL ROOFING OVER 6" R-19 VRR PLUS INSULATION
AutoCAD SHX Text
PREFINISHED METAL FASCIA AND SOFFIT
AutoCAD SHX Text
EAVE STRUT REF. STRUCTURAL
AutoCAD SHX Text
RECONSTRUCTED BOND BEAM REF. STRUCTURAL
AutoCAD SHX Text
REPLACE FACE OF EXISTING CMU WHERE REQ'D. - REF. STRUCTURAL
AutoCAD SHX Text
GROUT FILL EXISTING CMU BLOCK WHERE REQ'D. - REF. STRUCTURAL
AutoCAD SHX Text
NEW STEEL REINFORCEMENT REF. STRUCTURAL
AutoCAD SHX Text
NEW LAY IN CEILING AND GRID W/ 3.5" SOUND BATT INSULATION INSTALLED ABOVE
AutoCAD SHX Text
EXISTING CMU TO REMAIN
AutoCAD SHX Text
EXISTING METAL GUTTER AND DOWN SPOUTS TO BE REMOVED
AutoCAD SHX Text
ALL EXISTING ROOF PURLINS TO BE REMOVED
AutoCAD SHX Text
ALL EXISTING METAL ROOFING AND INSULATION TO BE REMOVED
AutoCAD SHX Text
EXISTING METAL FASCIA AND SOFFIT TO BE REMOVED
AutoCAD SHX Text
EXISTING EAVE STRUT TO BE REMOVED
AutoCAD SHX Text
EXISTING BOND BEAM AND BLOCK BELOW TO BE REMOVED
AutoCAD SHX Text
REMOVE FACE OF EXISTING CMU WHERE REQ'D. - REF. STRUCTURAL
AutoCAD SHX Text
EXISTING CMU TO REMAIN
AutoCAD SHX Text
EXISTING LAY IN CEILING AND GRID AND ANY ABOVE CEILING INSULATION TO BE REMOVED
AutoCAD SHX Text
EXISTING BRICK TO REMAIN
AutoCAD SHX Text
EXISTING BRICK TO REMAIN
AutoCAD SHX Text
OUTRIGGER BEAM REF. STRUCTURAL
AutoCAD SHX Text
REMOVE OUTRIGGER BEAM
AutoCAD SHX Text
REMOVE EXISTING RUBBER BASE
AutoCAD SHX Text
NEW RUBBER BASE
AutoCAD SHX Text
CONTRACTOR TO PROVIDE (2) ADDITIONAL PURLINS FOR SOFFIT
AutoCAD SHX Text
SEE SHEET A7.1
AutoCAD SHX Text
FOR DETAIL
AutoCAD SHX Text
EIFS TO BE REMOVED
AutoCAD SHX Text
METAL FLASHING TO REMAIN - PROTECT DURING CONSTRUCTION
AutoCAD SHX Text
METAL FLASHING TO REMAIN - PROTECT DURING CONSTRUCTION
AutoCAD SHX Text
ALL EXISTING ROOF PURLINS TO BE REMOVED
AutoCAD SHX Text
ALL EXISTING METAL ROOFING AND INSULATION TO BE REMOVED
AutoCAD SHX Text
EXISTING METAL FASCIA AND SOFFIT TO BE REMOVED
AutoCAD SHX Text
EXISTING EAVE STRUT TO BE REMOVED
AutoCAD SHX Text
EXISTING BOND BEAM AND BLOCK BELOW TO BE REMOVED
AutoCAD SHX Text
REMOVE FACE OF EXISTING CMU WHERE REQ'D. - REF. STRUCTURAL
AutoCAD SHX Text
EXISTING CMU TO REMAIN
AutoCAD SHX Text
EXISTING LAY IN CEILING AND GRID AND ANY ABOVE CEILING INSULATION TO BE REMOVED
AutoCAD SHX Text
EXISTING BRICK TO REMAIN
AutoCAD SHX Text
REMOVE GABLE BEAM
AutoCAD SHX Text
REMOVE EXISTING RUBBER BASE
AutoCAD SHX Text
EIFS TO BE REMOVED
AutoCAD SHX Text
METAL FLASHING TO REMAIN - PROTECT DURING CONSTRUCTION
AutoCAD SHX Text
PROVIDE NEW EIFS - MATCH THICKNESS
AutoCAD SHX Text
STARTER CLIP FOR SPECIFIED ROOF
AutoCAD SHX Text
24 GA. PREFINISHED METAL FASCIA
AutoCAD SHX Text
ROOF PURLINS REF. STRUCTURAL
AutoCAD SHX Text
PROVIDE NEW EAVE STRUT
AutoCAD SHX Text
EXISTING CMU TO REMAIN
AutoCAD SHX Text
EXISTING BRICK TO REMAIN
AutoCAD SHX Text
GABLE BEAM REF. STRUCTURAL
AutoCAD SHX Text
METAL FLASHING TO REMAIN - PROTECT DURING CONSTRUCTION
AutoCAD SHX Text
PREFINISHED METAL ROOFING OVER 6" R-19 VRR PLUS INSULATION
AutoCAD SHX Text
RECONSTRUCTED BOND BEAM REF. STRUCTURAL
AutoCAD SHX Text
PROVIDE NEW RAKE TRIM FOR SPECIFIED PANEL
AutoCAD SHX Text
STARTING ROOF PANEL
AutoCAD SHX Text
24 GA. PREFINISHED METAL RAKE TRIM FOR SPECIFIED ROOF
AutoCAD SHX Text
24 GA. PREFINISHED METAL SOFFIT
AutoCAD SHX Text
PROVIDE NEW EIFS - MATCH THICKNESS
AutoCAD SHX Text
NEW LAY IN CEILING AND GRID W/ 3.5" SOUND BATT INSULATION INSTALLED ABOVE
AutoCAD SHX Text
REPLACE FACE OF EXISTING CMU WHERE REQ'D. - REF. STRUCTURAL
AutoCAD SHX Text
NEW RUBBER BASE
AutoCAD SHX Text
NEW STEEL REINFORCEMENT REF. STRUCTURAL

A7.3

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

# 20 - 23

14A

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

6140 H

IG

HW

AY

3, B

EN

TO

N, L

A 71006

WALL SECTIONWALL SECTION

NEWDEMOLITION

WALL SECTIONWALL SECTION

NEWDEMOLITION

AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
A7.3
AutoCAD SHX Text
2
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
A7.3
AutoCAD SHX Text
2
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
A7.3
AutoCAD SHX Text
1
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
A7.3
AutoCAD SHX Text
1
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
REPLACE FACE OF EXISTING CMU WHERE REQ'D. - REF. STRUCTURAL
AutoCAD SHX Text
GROUT FILL EXISTING CMU BLOCK WHERE REQ'D. - REF. STRUCTURAL
AutoCAD SHX Text
NEW STEEL REINFORCEMENT REF. STRUCTURAL
AutoCAD SHX Text
NEW LAY IN CEILING AND GRID W/ 3.5" SOUND BATT INSULATION INSTALLED ABOVE
AutoCAD SHX Text
EXISTING CMU TO REMAIN
AutoCAD SHX Text
ALL EXISTING ROOF PURLINS TO BE REMOVED
AutoCAD SHX Text
ALL EXISTING METAL ROOFING AND INSULATION TO BE REMOVED
AutoCAD SHX Text
EXISTING BOND BEAM AND BLOCK BELOW TO BE REMOVED
AutoCAD SHX Text
REMOVE FACE OF EXISTING CMU WHERE REQ'D. - REF. STRUCTURAL
AutoCAD SHX Text
EXISTING CMU TO REMAIN
AutoCAD SHX Text
EXISTING LAY IN CEILING AND GRID AND ANY ABOVE CEILING INSULATION TO BE REMOVED
AutoCAD SHX Text
REMOVE GABLE BEAM
AutoCAD SHX Text
REMOVE EXISTING RUBBER BASE (TYP.)
AutoCAD SHX Text
NEW RUBBER BASE (TYP.)
AutoCAD SHX Text
GABLE BEAMS NOTCHED INTO NEW BOND BEAMS REF. STRUCTURAL
AutoCAD SHX Text
ROOF PURLINS REF. STRUCTURAL
AutoCAD SHX Text
PREFINISHED METAL ROOFING OVER 6" R-19 VRR PLUS INSULATION
AutoCAD SHX Text
RECONSTRUCTED BOND BEAM REF. STRUCTURAL
AutoCAD SHX Text
ALL EXISTING ROOF PURLINS TO BE REMOVED
AutoCAD SHX Text
ALL EXISTING METAL ROOFING AND INSULATION TO BE REMOVED
AutoCAD SHX Text
EXISTING BOND BEAM AND BLOCK BELOW TO BE REMOVED
AutoCAD SHX Text
REMOVE FACE OF EXISTING CMU WHERE REQ'D. - REF. STRUCTURAL
AutoCAD SHX Text
EXISTING CMU TO REMAIN
AutoCAD SHX Text
EXISTING LAY IN CEILING AND GRID AND ANY ABOVE CEILING INSULATION TO BE REMOVED
AutoCAD SHX Text
REMOVE GABLE BEAM
AutoCAD SHX Text
REMOVE EXISTING RUBBER BASE (TYP.)
AutoCAD SHX Text
REPLACE FACE OF EXISTING CMU WHERE REQ'D. - REF. STRUCTURAL
AutoCAD SHX Text
GROUT FILL EXISTING CMU BLOCK WHERE REQ'D. - REF. STRUCTURAL
AutoCAD SHX Text
NEW STEEL REINFORCEMENT REF. STRUCTURAL
AutoCAD SHX Text
NEW LAY IN CEILING AND GRID W/ 3.5" SOUND BATT INSULATION INSTALLED ABOVE
AutoCAD SHX Text
EXISTING CMU TO REMAIN
AutoCAD SHX Text
NEW RUBBER BASE (TYP.)
AutoCAD SHX Text
GABLE BEAMS NOTCHED INTO NEW BOND BEAMS REF. STRUCTURAL
AutoCAD SHX Text
ROOF PURLINS REF. STRUCTURAL
AutoCAD SHX Text
PREFINISHED METAL ROOFING OVER 6" R-19 VRR PLUS INSULATION
AutoCAD SHX Text
RECONSTRUCTED BOND BEAM REF. STRUCTURAL
AutoCAD SHX Text
REMOVE ANY EXISTING STUD WALL OR PERIMETER WALL MATERIAL
AutoCAD SHX Text
REMOVE OUTRIGGER PURLINS AND EAVE STRUT
AutoCAD SHX Text
REMOVE EXISTING RAKE FLASHING
AutoCAD SHX Text
EXISTING BRICK TO REMAIN
AutoCAD SHX Text
PROVIDE NEW EAVE STRUT
AutoCAD SHX Text
PROVIDE 3 " METAL STUD WALL FULLY 58" METAL STUD WALL FULLY FILLED W/ BATT INSULATION ALL THE WAY UP TO MEET VRR PLUS ROOF INSULATION
AutoCAD SHX Text
PROVIDE NEW RAKE FLASHING
AutoCAD SHX Text
NEW PREFINISHED METAL WALL PANELS OVER " DENSGLASS SHEATHING12" DENSGLASS SHEATHING
AutoCAD SHX Text
BASE OF WALL FLASHING PROVIDE AS NECESSARY FOR METAL ROOF AND WALL SYSTEM
AutoCAD SHX Text
REFERENCE SHEET A7.2 FOR DETAIL

A8.1

DEMOLITION NOTES

REFLECTED CEILING PLAN - DEMOLITION

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

# 20 - 23

14A

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

6140 H

IG

HW

AY

3, B

EN

TO

N, L

A 71006

KEY PLAN - AREA OF WORK

EXIST. SCHOOL

A

WING

B

WING

C

WING

D

WING

WALL LEGEND

AutoCAD SHX Text
I
AutoCAD SHX Text
J
AutoCAD SHX Text
H
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
N
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
EXIST. CLASSROOM A-7
AutoCAD SHX Text
EXIST. CLASSROOM A-5
AutoCAD SHX Text
EXIST. CLASSROOM A-3
AutoCAD SHX Text
EXIST. CLASSROOM A-1
AutoCAD SHX Text
EXIST. CLASSROOM A-6
AutoCAD SHX Text
EXIST. CLASSROOM A-4
AutoCAD SHX Text
EXIST. CLASSROOM A-2
AutoCAD SHX Text
EXIST. CORRIDOR A
AutoCAD SHX Text
EXIST. TOIL.-A
AutoCAD SHX Text
EXISTING MECH./ELEC. A
AutoCAD SHX Text
EXISTING BOYS TOILET A
AutoCAD SHX Text
EXISTING GIRLS TOILET A
AutoCAD SHX Text
EXIST. SERVICE YARD
AutoCAD SHX Text
EXIST. STORAGE B
AutoCAD SHX Text
EXIS. ADMIN. ASSIST.
AutoCAD SHX Text
EXIST. COPY
AutoCAD SHX Text
EXIST. TOIL.
AutoCAD SHX Text
EXIST. CLINIC
AutoCAD SHX Text
EXIST. LOBBY A
AutoCAD SHX Text
EXISTING ENTRY A
AutoCAD SHX Text
EXIST. CORRIDOR B
AutoCAD SHX Text
EXIST. HVAC-2
AutoCAD SHX Text
EXIST. HVAC-3
AutoCAD SHX Text
EXIST. HVAC-1
AutoCAD SHX Text
EXIST. JAN.-A
AutoCAD SHX Text
D1
AutoCAD SHX Text
D2
AutoCAD SHX Text
EXISTING CEILING, GRID, GRILLES, ALL HVAC PARTS AND ACCESSORIES, SPRINKLER LINES, AND LIGHT FIXTURES TO BE REMOVED THIS AREA AND DISPOSED OF PROPERLY.
AutoCAD SHX Text
EXISTING EXIT LIGHT TO BE REMOVED AND DISPOSED OF PROPERLY.
AutoCAD SHX Text
D3
AutoCAD SHX Text
EXIST. TO REMAIN
AutoCAD SHX Text
CONSTRUCTION AREA
AutoCAD SHX Text
D1
AutoCAD SHX Text
D1
AutoCAD SHX Text
D1
AutoCAD SHX Text
D1
AutoCAD SHX Text
REMOVE ALL TEMPORARY WOOD SUPPORTING STRUCTURE AND ROOFING AND DISPOSE OF PROPERLY.
AutoCAD SHX Text
D3
AutoCAD SHX Text
D3
AutoCAD SHX Text
D3
AutoCAD SHX Text
D3
AutoCAD SHX Text
D3
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
EXIST. 4" CMU WALL
AutoCAD SHX Text
EXIST. 8" CMU WALL
AutoCAD SHX Text
EXIST. 6" CMU WALL
AutoCAD SHX Text
EXIST. 8" CMU WALL (1) HR. RATED
AutoCAD SHX Text
D4
AutoCAD SHX Text
REMOVE ALL ROOFING AND DISPOSE OF PROPERLY.
AutoCAD SHX Text
D4
AutoCAD SHX Text
D4
AutoCAD SHX Text
D4

A8.2

REFLECTED CEILING PLAN

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

# 20 - 23

14A

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

6140 H

IG

HW

AY

3, B

EN

TO

N, L

A 71006

KEY PLAN - AREA OF WORK

GENERAL NOTES

PLAN LEGEND:

CONSTRUCTION NOTES

EXIST. SCHOOL

A

WING

B

WING

C

WING

D

WING

WALL LEGEND

TYP. INSTALLATION DETAILS

HOLD DOWN CLIP DETAIL

NOTE:

AutoCAD SHX Text
I
AutoCAD SHX Text
J
AutoCAD SHX Text
H
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
N
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
1.
AutoCAD SHX Text
COORDINATE W/ MECHANICAL & ELECTRICAL FOR QUANTITIES. IF A CONFLICT BETWEEN ANY FIXTURE LOCATIONS VFY. W/ ARCHITECT FOR PLACEMENT.
AutoCAD SHX Text
2.
AutoCAD SHX Text
COORDINATE W/ MECHANICAL FOR DUCT ROUTING LOCATIONS FROM DIFFUSER LOCATIONS INDICATED.
AutoCAD SHX Text
2'X2' LAY IN CEILING AND GRID HIGH NRC - REFER TO SPEC'S.
AutoCAD SHX Text
2'X4' CLG. GRID MTD. LED LIGHT FIXTURE
AutoCAD SHX Text
8" RECESSED LED CAN LIGHT FIXTURE
AutoCAD SHX Text
2'X2' SUPPLY AIR GRILL
AutoCAD SHX Text
CEILING HEIGHT
AutoCAD SHX Text
9'-0"
AutoCAD SHX Text
ALL CEILINGS WILL BE 9'-0" UNLESS NOTED OTHERWISE
AutoCAD SHX Text
1'X4' SURFACE MTD. LED LIGHT FIXTURE
AutoCAD SHX Text
2'X2' RETURN AIR GRILL
AutoCAD SHX Text
1'X1' SUPPLY AIR GRILL
AutoCAD SHX Text
1'X1' EXHAUST GRILL
AutoCAD SHX Text
EXIT
AutoCAD SHX Text
EXIT
AutoCAD SHX Text
GUTTERS AND DOWNSPOUTS TO BE REPLACED.
AutoCAD SHX Text
C1
AutoCAD SHX Text
2'X2' MAKEUP AIR EXHAUST GRILL
AutoCAD SHX Text
3.
AutoCAD SHX Text
PROVIDE ACOUSTICAL INSULATION ABOVE ALL CLASSROOM CEILINGS.
AutoCAD SHX Text
2'X2' LAY IN CEILING AND GRID STANDARD CORTEGA SECOND LOOK REFER TO SPEC'S.
AutoCAD SHX Text
EXIT
AutoCAD SHX Text
EXIT
AutoCAD SHX Text
EXIT
AutoCAD SHX Text
EXIT
AutoCAD SHX Text
EXIST. CLASSROOM A-7
AutoCAD SHX Text
EXIST. CLASSROOM A-5
AutoCAD SHX Text
EXIST. CLASSROOM A-3
AutoCAD SHX Text
EXIST. CLASSROOM A-1
AutoCAD SHX Text
EXIST. CLASSROOM A-6
AutoCAD SHX Text
EXIST. CLASSROOM A-4
AutoCAD SHX Text
EXIST. CLASSROOM A-2
AutoCAD SHX Text
EXIST. CORRIDOR A
AutoCAD SHX Text
EXIST. TOIL.-A
AutoCAD SHX Text
EXISTING MECH./ELEC. A
AutoCAD SHX Text
EXISTING BOYS TOILET A
AutoCAD SHX Text
EXISTING GIRLS TOILET A
AutoCAD SHX Text
EXIST. SERVICE YARD
AutoCAD SHX Text
EXIST. ADMIN. ASSIST.
AutoCAD SHX Text
EXIST. COPY
AutoCAD SHX Text
EXIST. TOIL.
AutoCAD SHX Text
EXIST. CLINIC
AutoCAD SHX Text
EXIST. LOBBY A
AutoCAD SHX Text
EXISTING ENTRY A
AutoCAD SHX Text
EXIST. CORRIDOR B
AutoCAD SHX Text
EXIST. HVAC-2
AutoCAD SHX Text
EXIST. HVAC-3
AutoCAD SHX Text
EXIST. HVAC-1
AutoCAD SHX Text
EXIST. JAN.-A
AutoCAD SHX Text
EXIT
AutoCAD SHX Text
EXIST. TO REMAIN
AutoCAD SHX Text
CONSTRUCTION AREA
AutoCAD SHX Text
EXIST. 4" CMU WALL
AutoCAD SHX Text
EXIST. 8" CMU WALL
AutoCAD SHX Text
EXIST. 6" CMU WALL
AutoCAD SHX Text
EXIST. 8" CMU WALL (1) HR. RATED
AutoCAD SHX Text
NOTE: CONTRACTOR IS TO FIND A LOCATION TO TIE NEW CEILING AND GRID INTO EXISTING CEILING AND GRID. THIS LOCATION MIGHT VARY SLIGHTLY
AutoCAD SHX Text
EXIT
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
MAIN RUNNER
AutoCAD SHX Text
WALL ANGLE
AutoCAD SHX Text
CROSS TEE
AutoCAD SHX Text
2X2 ACOUSTIC TILE-TYP.
AutoCAD SHX Text
SUSPENSION WIRE
AutoCAD SHX Text
12 GA. MINIMUM
AutoCAD SHX Text
VINYL COVERED
AutoCAD SHX Text
GYP. AT TOILET
AutoCAD SHX Text
ROOMS-TYP.
AutoCAD SHX Text
VERIFY STYLE IN SPECS
AutoCAD SHX Text
PRE-FINISHED ALUMINUM GRID AT AT ALL WET LOCATIONS.
AutoCAD SHX Text
PRE-FINISHED STEEL GRID AT ALL TYPICAL INTERIOR LOCATIONS.
AutoCAD SHX Text
GENERAL GRID NOTE:
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
ACOUSTIC PANEL AS PART
AutoCAD SHX Text
HOLD DOWN CLIP REQ'D. AT
AutoCAD SHX Text
OF SMOKE RATED ASSEMBLY
AutoCAD SHX Text
CLIP SECTION
AutoCAD SHX Text
FACETED EDGE
AutoCAD SHX Text
HOLD DOWN CLIPS ARE TO BE FROM GRID MANUFACTURER
AutoCAD SHX Text
AND APPROVED SPECIFICALLY FOR USE WITH THEIR SYSTEM
AutoCAD SHX Text
GENERAL CLIP NOTE:
AutoCAD SHX Text
ALL CORRIDORS WHERE SMOKE RATED
AutoCAD SHX Text
MAIN RUNNER
AutoCAD SHX Text
CROSS TEE
AutoCAD SHX Text
A8.2
AutoCAD SHX Text
2
AutoCAD SHX Text
A8.2
AutoCAD SHX Text
1
AutoCAD SHX Text
PROVIDE NEW PREFINISHED METAL SOFFIT PANELS.
AutoCAD SHX Text
C2
AutoCAD SHX Text
C1
AutoCAD SHX Text
NOTE: ALL EXISTING METAL SOFFIT MATERIAL THIS BUILDING TO REMAIN
AutoCAD SHX Text
C1
AutoCAD SHX Text
C1
AutoCAD SHX Text
C1
AutoCAD SHX Text
C1
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
C1
AutoCAD SHX Text
C1
AutoCAD SHX Text
C2
AutoCAD SHX Text
C1
AutoCAD SHX Text
C1
AutoCAD SHX Text
C1
AutoCAD SHX Text
C1
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
2
AutoCAD SHX Text
A7.2
AutoCAD SHX Text
1
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
A7.2
AutoCAD SHX Text
1
AutoCAD SHX Text
THIS CEILING TIES INTO A RANDOM LOCATION FLUSH WITH AN EXISTING GRID SYSTEM. MATERIAL WILL BE VERIFIED DURING CONSTUCTION PRIOR TO INSTALL. OWNER MAY CHOOSE A DIFFERENT CEILING TILE.

A9.1

ROOF PLAN - DEMOLITION

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

# 20 - 23

14A

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

6140 H

IG

HW

AY

3, B

EN

TO

N, L

A 71006

KEY PLAN - AREA OF WORK

EXIST. SCHOOL

A

WING

B

WING

C

WING

D

WING

DEMOLITION NOTES

AutoCAD SHX Text
I
AutoCAD SHX Text
J
AutoCAD SHX Text
H
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
N
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
D4
AutoCAD SHX Text
EXISTING METAL FASCIA TO BE REMOVED AND DISPOSED OF PROPERLY.
AutoCAD SHX Text
D3
AutoCAD SHX Text
EXISTING METAL GUTTERS AND DOWNSPOUTS TO BE REMOVED AND DISPOSED OF PROPERLY.
AutoCAD SHX Text
D2
AutoCAD SHX Text
REMOVE EXIST. METAL RIDGE AND DISPOSE OF PROPERLY.
AutoCAD SHX Text
D1
AutoCAD SHX Text
EXTERIOR WALLS BELOW.
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D1
AutoCAD SHX Text
D3
AutoCAD SHX Text
D3
AutoCAD SHX Text
D3
AutoCAD SHX Text
D2
AutoCAD SHX Text
THIS AREA OF ROOF IS A PLYWOOD CONSTRUCTED TEMPORARY STRUCTURE AND WILL NEED TO BE COMPLETELY REMOVED AND DISPOSED OF PROPERLY
AutoCAD SHX Text
REPRESENTS AREAS WHERE EXISTING ROOF IS TO BE REMOVED.
AutoCAD SHX Text
D4
AutoCAD SHX Text
D4
AutoCAD SHX Text
D4
AutoCAD SHX Text
D4
AutoCAD SHX Text
D4
AutoCAD SHX Text
D5
AutoCAD SHX Text
EXISTING METAL RIDGE CAP TO REMAIN. CONTRACTOR TO REMOVE AND OR REINSTALL RIDGE CAP AS REQUIRED TO REMOVE EXISTING ROOFING PANELS.
AutoCAD SHX Text
D5
AutoCAD SHX Text
D5
AutoCAD SHX Text
EXISTING RIDGE
AutoCAD SHX Text
EXISTING RIDGE
AutoCAD SHX Text
EXIST. SLOPE
AutoCAD SHX Text
EXIST. SLOPE
AutoCAD SHX Text
EXIST. SLOPE
AutoCAD SHX Text
EXIST. SLOPE
AutoCAD SHX Text
EXIST. SLOPE
AutoCAD SHX Text
EXIST. SLOPE
AutoCAD SHX Text
APPROXIMATE AREA OF DAMAGE- CONTRACTOR ADJUST AS REQUIRED TO ENSURE ADEQUATE REPLACEMENT
AutoCAD SHX Text
APPROXIMATE AREA OF DAMAGE- CONTRACTOR ADJUST AS REQUIRED TO ENSURE ADEQUATE REPLACEMENT
AutoCAD SHX Text
APPROXIMATE AREA OF DAMAGE- CONTRACTOR ADJUST AS REQUIRED TO ENSURE ADEQUATE REPLACEMENT
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D3
AutoCAD SHX Text
2
AutoCAD SHX Text
A7.2
AutoCAD SHX Text
1
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
A7.2
AutoCAD SHX Text
1
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
A7.3

FLOATING RIDGE DETAIL

ROOF PENETRATION

A9.2

ROOF PLAN - DEMOLITION

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

# 20 - 23

14A

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

6140 H

IG

HW

AY

3, B

EN

TO

N, L

A 71006

KEY PLAN - AREA OF WORK

EXIST. SCHOOL

A

WING

B

WING

C

WING

D

WING

CONSTRUCTION NOTES

GENERAL ROOF NOTES

MASTERLOK

ROOF PANELS

MASTERLOK

ROOF PANELS

MASTERLOK

ROOF PANELS

MASTERLOK

ROOF PANELS

MA

XIM

A

RO

OF

P

AN

EL

S

AutoCAD SHX Text
ROOF STITCH 3" O.C. MAX.
AutoCAD SHX Text
1/4-14 x 1 1/8" S.S.
AutoCAD SHX Text
SEAL BASE OF DEKTITE
AutoCAD SHX Text
W/ SKINNING TUBE
AutoCAD SHX Text
SEALANT
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
ROOF PENETRATION
AutoCAD SHX Text
PIPE MUST BE SUPPORTED TO
AutoCAD SHX Text
PREVENT VERTICAL OR LATERAL MOVEMENT
AutoCAD SHX Text
BOOT MUST LAP A MININUM OF 1/2"
AutoCAD SHX Text
BETWEEN BOOT AND PIPE.
AutoCAD SHX Text
ON PIPE. APPLY SKINNING SEALANT
AutoCAD SHX Text
DEKTITE
AutoCAD SHX Text
1/2"
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
PIPE MUST PENETRATE THROUGH PAN
AutoCAD SHX Text
AND NOT THE RIB
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
1
AutoCAD SHX Text
12
AutoCAD SHX Text
PREFINISHED METAL ROOFING
AutoCAD SHX Text
ROOF LINE
AutoCAD SHX Text
FLOATING RIDGE TRIM
AutoCAD SHX Text
3/16"X7/8" DOUBLE BEAD ROLL TAPE SEALANT (BOTTOM AND SIDES OF CLOSURE) W/ THERMAL SPACER
AutoCAD SHX Text
FASTENERS (8 PER PANEL)
AutoCAD SHX Text
"C" PURLINS
AutoCAD SHX Text
A9.2
AutoCAD SHX Text
1
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
BASIS OF DESIGN IS (MCELROY METAL MASTERLOK FS24")
AutoCAD SHX Text
OUTSIDE CLOSURE
AutoCAD SHX Text
ROUTE PENETRATIONS TO
AutoCAD SHX Text
CENTER OF ROOF PANEL
AutoCAD SHX Text
N
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
C4
AutoCAD SHX Text
NEW PREFINISHED METAL FASCIA.
AutoCAD SHX Text
C3
AutoCAD SHX Text
NEW 8"X8" PREFINISHED METAL GUTTERS AND 6"X6" PREFINISHED METAL DOWNSPOUTS.
AutoCAD SHX Text
C2
AutoCAD SHX Text
NEW PREFINISHED METAL RIDGE.
AutoCAD SHX Text
C1
AutoCAD SHX Text
1.
AutoCAD SHX Text
ROOFING OVER CLASSROOM WINGS WILL BE EQUAL TO MASTERLOK FS24" 24 GAUGE KYNAR PANEL AND COLOR TO MATCH EXISTING ROOF. ROOFING OVER MAIN SCHOOL AREAS WILL BE EQUAL TO MAXIMA 2:16 24 GAUGE KYNAR PANEL AND COLOR TO MATCH EXISTING. EXISTING COLOR APPEARS TO BE SIMILAR TO YORKTOWN GRAY WHICH IS A COLOR THAT WAS DISCONTINUED MANY YEARS AGO, BUT CAN STILL BE PROVIDED WITH A MINIMUM ORDER AND A 4-6 WEEK LEADTIME. ALL PRODUCTS DESCRIBED ABOVE ARE BY MCELROY METAL.
AutoCAD SHX Text
2.
AutoCAD SHX Text
REFER TO MECHANICAL PLANS FOR ALL ROOF TOP PENETRATIONS AND OR EQUIPMENT.
AutoCAD SHX Text
3.
AutoCAD SHX Text
DOWNSPOUTS ON NORTH SIDE OF BUILDING WILL DISCHARGE ON TOP OF NEW CONCRETE MECHANICAL PAD.
AutoCAD SHX Text
EXTERIOR WALLS BELOW.
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
D1
AutoCAD SHX Text
C3
AutoCAD SHX Text
C3
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
REPRESENTS AREAS WHERE NEW ROOFING IS TO BE INSTALLED.
AutoCAD SHX Text
C4
AutoCAD SHX Text
C4
AutoCAD SHX Text
C4
AutoCAD SHX Text
C4
AutoCAD SHX Text
C4
AutoCAD SHX Text
C5
AutoCAD SHX Text
EXISTING METAL RIDGE CAP TO REMAIN. CONTRACTOR TO REMOVE AND OR REINSTALL RIDGE CAP AS REQUIRED TO REMOVE EXISTING ROOFING PANELS.
AutoCAD SHX Text
C5
AutoCAD SHX Text
C5
AutoCAD SHX Text
EXISTING RIDGE
AutoCAD SHX Text
EXISTING RIDGE
AutoCAD SHX Text
1:12 SLOPE
AutoCAD SHX Text
1:12 SLOPE
AutoCAD SHX Text
1:12 SLOPE
AutoCAD SHX Text
1:12 SLOPE
AutoCAD SHX Text
4:12 SLOPE
AutoCAD SHX Text
4:12 SLOPE
AutoCAD SHX Text
APPROXIMATE AREA OF DAMAGE- CONTRACTOR ADJUST AS REQUIRED TO ENSURE ADEQUATE REPLACEMENT
AutoCAD SHX Text
APPROXIMATE AREA OF DAMAGE- CONTRACTOR ADJUST AS REQUIRED TO ENSURE ADEQUATE REPLACEMENT
AutoCAD SHX Text
APPROXIMATE AREA OF DAMAGE- CONTRACTOR ADJUST AS REQUIRED TO ENSURE ADEQUATE REPLACEMENT
AutoCAD SHX Text
C2
AutoCAD SHX Text
C2
AutoCAD SHX Text
C4
AutoCAD SHX Text
4:12 SLOPE (TYP.)
AutoCAD SHX Text
C3
AutoCAD SHX Text
C3
AutoCAD SHX Text
NOTE: WHERE NEW ROOFING PANELS ARE REPLACED AND TIE INTO PERIMETER GUTTERS AND OR FLASHING THIS AREA- RETAIN OR REPLACE IN ORDER TO MAKE A COMPLETE AND WATER TIGHT FINISHED PRODUCT
AutoCAD SHX Text
2
AutoCAD SHX Text
A7.2
AutoCAD SHX Text
1
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
A7.2
AutoCAD SHX Text
1
AutoCAD SHX Text
A7.1
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
A7.3
AutoCAD SHX Text
THIS AREA HAS ADDITIONAL STRUCTURAL REQMT'S. REF. STRUCTURAL
AutoCAD SHX Text
2
AutoCAD SHX Text
A7.3
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
FASTENERS (6" O.C.) W/ 1" ROLL TAPE SEALANT CONT. ALONG TOP OF CLOSURES
AutoCAD SHX Text
*EA. SIDE SIM.

IX. NON-SHRINK GROUT FOR BASE PLATES AND BEARING PLATES

A. TYPE

Grout for base plates and bearing plates shall be a non-metallic, shrinkage

resistant, premixed, non-corrosive, non-staining product containing Portland

cement, silica sands, shrinkage compensating agents, and fluidity improving

compounds.

B. SPECIFICATIONS

Non-shrink grout shall conform to Corps of Engineers Specification for

Non-Shrink Grout, CE-CRD-C621.

VI. ANCHOR RODS

A. SPECIFICATION

All anchor rods shall be made from threaded round stock conforming

to ASTM F-1554 grade 36 steel unless otherwise detailed on the drawings.

B. NUTS

All nuts with anchor rods shall be hex head conforming to ASTM Specification

A563.

C. WASHERS

Where indicated, base plates shall have plate washers, 1/4" thick, extending

minimum 1" from edge of base plate holes on each side with AISC standard

holes. Washers shall conform to ASTM A36 steel.

D. TEMPLATES

All anchor bolts set in concrete shall utilize 3/4" thick plywood templates

same size as the base plate. Templates shall be detailed on the concrete

shop drawings.

I. CODES AND SPECIFICATIONS

A. GENERAL BUILDING CODE...2015 IBC

B. CONCRETE CODES...318-11

C. STRUCTURAL STEEL CODES...AISC 360

D. LIGHT GAUGE STEEL CODES...AISI D100-13

E. WOOD CODES - N/A

F. MASONRY CODES - ACI 530-08

G. WIND CODES - ASCE 7-10

All Codes and Specifications listed above shall include all amendments and

addenda in force at the date of the contract documents.

H. CONFLICTS IN STRUCTURAL REQUIREMENTS

Where conflict exists between the various publications as specified herein, the

strictest requirements of the various publications shall govern unless noted

otherwise. Where conflict exists among the various parts of the Structural

Contract Documents, Structural Drawings, General Notes, Specifications) the

strictest requirements shall govern.

II. TYPICAL DETAILS

Details labeled "Typical Details" on the drawings shall apply to all situations occurring

on the project that are the same or similar to those specifically detailed. Such details

shall apply whether or not they are keyed in at each location. Questions regarding

applicability of Typical Details shall be determined by the Engineer.

III. DESIGN CRITERIA

A. DEAD LOADS

1. Dead Loads. Dead load materials assumed in the design are shown on

the Architectural and Structural Drawings. Any changes in construction

materials from those shown on the architectural or structural drawings

shall be reported by the General Contractor to the Structural Engineer

for verification of load carrying capacity of the structure.

B. LIVE LOADS

Live loads assumed for each area of the structure are shown on the structural

drawings. ive loads have been reduced on members supporting the roof

based on their tributary area in accordance the building code.

C. BUILDING MOVEMENT AND DEFLECTIONS

1. Roof members. Span over 240 for total loads.

2. Floor members. span/360 for live loads.

3. Member supporting plaster or masonry. Span over 600 and less than

5/8" for total loads.

4. Drift - Mean roof height over 400 for 10 year wind loads.

IV. FOUNDATION - N/A

PARTIAL SPECIFICATIONS1

C. COMPRESSIVE STRENGTH

Twenty-eight day compressive strength as determined by grout cube tests,

shall be: 7,500 PSI.

D. PLACEMENT

Grout shall be placed in a fluid flowable state under baseplates that have

a form built around them for grout confinement. Grout shall be cured

according to manufacturer's recommendations.

E. MINIMUM THICKNESS

Minimum thickness of grout under all baseplates and bearing plates shall

be 1 1/2", unless specified otherwise on the drawings.

V. STRUCTURAL STEEL

A. MATERIAL

1. Hot Rolled Structural Members. All hot rolled steel plates, shapes,

sheet piling, and bars shall be new steel conforming to ASTM

Specification A6.

2. ASTM Specification and Grade

Clearly mark the grade of steel on each piece, with a distinguishing

mark visible from floor surfaces, for the purpose of field inspection of

proper grade of steel. Unless noted otherwise on the drawings,

structural steel shall be as follows:

a. Wide Flange Sections. A992-50

b. Edge Angles and Bent Plates. A 36.

c. Tube Sections. ASTM A500, Grade B.

d. Baseplates. ASTM A36.

e. Anchor Rods: ASTM F1554-36

f. Connection Material.

(1) Beam, Column Stiffener Plates and Doubler Plates. Beam

column stiffener plates and doubler plates shall be the

grade of steel to which they are connected (highest grade

if more than one grade is used).

(2) All connection material, except as noted otherwise herein

or on the drawings, including bearing plates, gusset

plates, stiffener plates, filler plates, angles, etc. shall be

A36 steel unless a higher or matching grade of steel with

the members connected is required by strength or stiffness

calculation and provided the resulting sizes are compatible

with the connected members.

g. Other Steel.

Any other steel not indicated otherwise shall conform to

ASTM A36.

B. CONNECTIONS

1. Typical connection details are indicated on the drawings.

2. Design Procedure.

a. Connection types to be used are indicated on the drawings.

b. The design of all steel connections for the project shall be based

on standard AISC LRFD tabulated connections.

3. Design Intent. It is the intention of the plans and specifications that shop

connections be welded or bolted and that field connections be bolted,

unless detailed otherwise on the drawings.

4. a. All typical beam simple connections shall be standard AISC

connections.

b. Seated connections shall not be used unless approved by EOR.

c. Connections shall be designed to resist one half the total uniform

load capacity from the table of Uniform Load Constants in the

AISC LRFD Manual for given shape, span, and grade of steel.

VIII. STRUCTURAL MASONRY

A. SPECIFICATION

Masonry units-ASTM C-90, Grade N. F'm=1500

Mortar-ASTM C-270, Type S

Grout strength-2000 psi

Rebar used-ASTM A615, Grade 60

B. INSPECTION

Visual inspection required of all reinforcement is required.

masonry prism results to be submitted.

C. REINFORCEMENT

1. Typical reinforcement shall be (1)-#5 bar @ 48" o.c.

2. Horizontal joint reinforcing ......9GA ladder type at 16" o.c. (typical)

3. Bond beams (2)-#5 horizontal bars @ 8'-0" o.c. MAX.

4. There shall be a min. of (1)-#5 bar on all openings in concrete

which is less than 48".

5. Reinforcing bar lap......#5 & smaller bars centered, 50 bar dia.

#6 & larger bars centered, 70 bar dia.

#5 bars, face mounted, 80 bar dia.

#6 bars, face mounted, 130 bar dia.

D. CONSTRUCTION

1. Lap all bond beams where stepped 4'-0".

2. At corners and wall intersections, grout the adjacent cores with a

vertical bar and lap the bond beam steel or provide corner bars of

equal size, RE: B/S4.1

3. All dowels from the foundation shall match the size and location of

vertical reinforcing in masonry, unless noted differently. Extend dowel

a min. of 50 bar diameters.

4. Reference the Architectural drawings for the type of block used.

STRUCTURAL LOADS3

1.5

1.0

2.5

1.5

1.5

2

2

100

20 Reducible

N/A

ROOF DEAD LOADS: PSF:

STANDING SEAM

INSULATION

FRAMING

ROOF COLATERAL LOADS:

DUCTING/PIPING

ELECTRICAL

SPRINKLER

MISC.

FLOOR LIVE LOADS:

1st FLOOR

ROOF LIVE LOADS:

PARTITION LOADS:

VII. LIGHT GAUGE STEEL

A. All light gauge members shall be designed in accordance with American Iron

and Steel Institute.

B. All light gauge metal framing members shall be of the type, size, and gauge

as shown on the plans, minimum 43 mil.

C. All posts, joists, and accessories shall be primed with rust inhibitive paint

meeting the performance requirements of TT-P-636C, or shall be formed

steel having a G-60 galvanized coating conforming to ASTM A924.

D. All members shall meet the requirements of ASTM A607 Class 2 Grade 55

with a minimum yield of 55,000 PSI.

E. Welding, where permitted, is to be done per manufacturer's

recommendations on rod type and amperage. Minimum gauge for welding

shall be 54 mil. Welds within exterior framing walls shall be touched up with

zinc rich primer.

F. All light gauge metal framing shall be installed per manufacturer's

recommendations regarding minimum installation standards for bearing,

bridging, and bracing.

G. Light gauge member designations are per the 2012 AISI North American

specifications.

H. All connections shall be welded, screwed or powder fastened as indicated

on these drawings.

Welds- All welded connections shall be performed in accordance with the

last edition of the AWS D1.3 specification for welding sheet steel in

structures. All welding shall be performed by AWS certified welders. All

welds shall be cleaned and coated with rust inhibitive zinc paint.

Screws- #10 self drilling screws manufactured by grabber or HILTI and

installed per the fastener manufacturer's specifications. Minimum

1

2

" length

for light gage to light gauge connections. (Minimum 1

1

2

" length for light gage

to timber connections.) Screws shall be spaced at a minimum of

1

2

" between

adjacent screws and from metal edges.

Powder Activated Fasteners (P.A.F.)- 0.138" minimum shank diameter

P.A.F. manufactured by Ramset or HILTI and installed per the fastener

manufacturer's specifications.

Provide minimum 1

1

4

" long P.A.F. for light gage connections to concrete.

P.A.F. in concrete shall be spaced a minimum of 4" between adjacent P.A.F.

and a minimum of 3" from concrete edges. Minimum P.A.F. embedment in

concrete shall be 1

1

8

".

Provide minimum

1

2

" long P.A.F. with knurled shanks for light gage

connections to structural steel. P.A.F. Shall be spaced a minimum1

1

2

"

between adjacent P.A.F. in structural steel and a minimum of

1

2

" from steel

edges. The P.A.F. point shall be driven completely through the back side of

the structural steel member.

Masonry Anchors-

1

4

" diameter x 2" long self-drilling screw anchors

manufactured by Ramset (Tapcon) or HILTI (Kwik Con II) and installed per

the fastener manufacturer's specifications for light gage connections to

concrete masonry.

Drive-in Expansion Anchors (Mushroom Head)-

1

4

" diameter x 1

1

4

" long

Zamac Nailin by Rawl, metal by HILTI or Hammer Set by Ramset and

installed per the manufacturer's specifications. Anchors in concrete shall be

spaced a minimum of 4" between adjacent anchors and a minimum of 3"

from concrete edges. Minimum anchor embedment in concrete shall be 1

1

8

".

SNOW LOADS:

5PSF Ground

Ce = 0.9

I = 1.0

Ct = 1.1

WIND: EXP. C, CAT III

ENCLOSED (GCpi=±0.18)

Vult = 120 MPH

Vasd = 95 MPH

SEISMIC : Ss = 0.130, S1 = 0.073

SITE CLASS D

Sds= 0.139, Sd1 = 0.116

DESIGN CAT B

BASE SHEAR: 54k

FORCE RESISTING SYSTEM:

ORDINARY MASONRY

SHEAR WALLS

CS = 0.0867

R = 2

ANALYSIS PROCEDURE:

EQUIVALENT LATERAL

FORCE

1. All point loads on roof purlins shall bear within 24" of support. All point

loads not addressed on the drawings (i.e. piping) shall not exceed 100

pounds per joist.

2. All lines of bridging and blocking interrupted by roof penetrations shall be

terminated at the penetration point(s). Substitute diagonal bridging in the 2

adjacent panels on either side of the penetration. All locations shall be noted

on the shop and erection drawings.

3. All roof top units (RE: mechanical) shall be located within in the areas

shown.

4. Components and cladding shall be designed for a net unfactored wind

loads as tabulated herein, RE: 2/S1.1.

5. Lateral stability for this structure is provided by the CMU shear walls.

6. Typical roof deck shall be 22 gauge MasterLokFS at the wing and 24

gauge Maxima 1.5x24" at the commons area, as mfg. by McElroy Metal. RE:

Arch for finish. Attachment shall be per mfg. but as a minimum: one (1) 24 ga.

panel clip each purlin with two (2)

1

4

"Øx1" self-tapping hex-head screw.

ROOF AND FLOOR FRAMING NOTES4

Expansion Anchors- Provide minimum

3

8

" diameter Kwik Bolt II Expansion

anchors by HILTI or equal, with a minimum 2

1

2

" embedment into concrete.

Minimum spacing between adjacent expansion anchors to be 5". Expansion

anchors shall be located a minimum of 3" from concrete edges. Use oversize

washers for attaching light gage with expansion anchors. Install per the

manufacturer's specifications for light gage connections to concrete.

J. All members shall be cut squarely for attachment to perpendicular members

or slope cut as required for an angular fit against abutting members.

K. Field cutting of light gage members shall be done by sawing or shearing.

Torch cutting of light gage members is not permitted.

L. Do not cut or splice light gage framing members unless indicated by these

drawings.

M. Do not bear or connect light gage members within twelve inches of the

punched openings in the member webs unless the members are reinforced

with a minimum 18" long unpunched track or stud at the punch opening. The

track or stud reinforcing piece shall be the same size and gage as the

punched member. Fasten the reinforcing piece to the member with a

minimum of four screws.

N. The light gage framing has been designed to support the loads indicated in

the calculations. Additional temporary bracing and shoring shall be provided

as required to stabilize the framing and to support construction loads.

Temporary bracing shall remain in place until permanent bracing is installed

and/or additional construction loads are removed.

I. ANCHORAGE TO CONCRETE

A. Adhesive Anchors for Cracked and Uncracked Concrete Use:

1. Hilti HIT-HY 200 safe set system with the Hilti HIT-Z rod per ICC ESR-3187

2. Hilti HIT-HY 200 safe set system with Hilti hollow drill bit (te-cd or te-yd)

and vc 20/40 vacuum (vc 20-u or vc 40-u) system with HAS-E threaded rod per ICC

ESR-3187

3. Hilti HIT-RE 500 v3 safe set system with Hilti hollow drill bit (te-cd or te-yd)

and vc 20/40 vacuum (vc 20-u or vc 40-u) with HAS-E threaded rod per ICC

ESR-3814

4. Hilti HIT-RE 500 v3 safe set system with hilti roughening tool (te-yrt) with HAS-E

threaded rod per ICC ESR-3814 for diamond cored holes.

B. Medium Duty Mechanical Anchors for Cracked and Uncracked Concrete Use:

1. HILTI KWIK HUS EZ and KWIK HUS EZ-I screw anchors per ICC ESR-3027

2. HILTI KWIK BOLT-TZ expansion anchors per ICC ESR-1917

3. HILTI KWIK BOLT 3 expansion anchors (uncracked concrete only) per ICC ESR-2302

C. Heavy Duty Mechanical Anchors for Cracked and Uncracked Concrete Use:

1. HILTI HDA undercut anchors per ICC ESR 1546

2. HILTI HSL-3 expansion anchors per ICC ESR 1545

II. REBAR DOWELING INTO CONCRETE

A. Adhesive Anchors for Cracked and Uncracked Concrete Use:

1. HILTI HIT-HY 200 safe set system with hilti hollow drill bit (te-cd or te-yd) and

vc 20/40 vacuum (vc 20-u or vc 40-u) system with continuously deformed rebar

per ICC ESR-3187

2. HILTI HIT-HY 500 V3 safe set system with hilti hollow drill bit (te-cd or te-yd) and

vc 20/40 vacuum (vc 20-u or vc 40-u) system with continuously deformed rebar

per ICC ESR-3814

3. HILTI HIT-RE 500 v3 safe set system with hilti roughening tool (te-yrt) with

continuously deformed rebar per ICC ESR-3814 in diamond cored holes

III. ANCHORAGE TO SOLID GROUTED MASONRY

A. Adhesive Anchors Use:

1. Hilti HIT-HY 70 masonry adhesive anchoring system (ICC pending).

2. Steel anchor element shall be Hilti HAS-E continuously threaded rod or

continuously deformed steel rebar.

B. Mechanical Anchors Use:

Hilti Kwik Bolt-3 expansion anchors per ICC ESR 1385

POST INSTALLED ANCHOR NOTES2

IV. ANCHORAGE TO HOLLOW / MULTI-WYTHE MASONRY

A. Adhesive Anchors Use:

1. HILTI HIT-HY 70 masonry adhesive anchoring system per ICC ESR-3342.

2. Steel anchor element shall be HILTI HAS-E continuously threaded rod or

continuously deformed steel rebar.

3. The appropriate size screen tube shall be used per adhesive manufacturer's

recommendation.

V. Anchor capacity used in design shall be based on the technical data published by

Hilti or such other method as approved by the structural engineer of record.

Substitution requests for alternate products must be approved in writing by the

structural engineer of record prior to use. Contractor shall provide calculations

demonstrating that the substituted product is capable of achieving the performance

values of the specified product. Substitutions will be evaluated by their having an

ICC ESR showing compliance with the relevant building code for seismic uses, load

resistance, installation category, and availability of comprehensive installation

instructions. adhesive anchor evaluation will also consider creep, in-service

temperature and installation temperature.

VI. Install anchors per the manufacturer instructions, as included in the anchor

packaging.

VII. Overhead adhesive anchors must be installed using the Hilti Profi System.

VIII. The contractor shall arrange an anchor manufacturer's representative to provide

onsite installation training for all of their anchoring products specified. The

structural engineer of record must receive documented confirmation that all of the

contractor's personnel who install anchors are trained prior to the commencement

of installing anchors.

IX. Anchor capacity is dependant upon spacing between adjacent anchors and

proximity of anchors to edge of concrete. Install anchors in accordance with

spacing and edge clearances indicated on the drawings.

X. Existing reinforcing bars in the concrete structure may conflict with specific anchor

locations. Unless noted on the drawings that the bars can be cut, the contractor

shall review the existing structural drawings and shall undertake to locate the

position of the reinforcing bars at the locations of the concrete anchors, by Hilti

Ferroscan, GPR, X-Ray, chipping or other means.

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

#

2

0 - 2

3

6S

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

61

40

H

IG

HW

AY

3

, B

EN

TO

N, L

A 7

10

06

ENGINEERING CO., INC.

BOSSIER CITY, LOUISIANA519 BARKSDALE BOULEVARD

318-741-1088

SMITH

S1

AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
REG. No. 26652
AutoCAD SHX Text
BRIAN K. SMITH
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL ENGINEER
AutoCAD SHX Text
IN
AutoCAD SHX Text
C
AutoCAD SHX Text
I
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
G

STRUCTURAL LEGEND4

SECTION NUMBER

SHEET NUMBER

SHEET NUMBER

ELEVATION NUMBER

STEEL THICKNESS

(MILLS)

362 S 162-33

MEMBER DEPTH, MILLS

TYPE, (S) STUD, (T) TRACK

FLANGE WIDTH, MILLS

STEEL STUD

NOMENCLATURE

CMU LINTEL

RE: SCHEDULE

MEMBER THICKNESS IN MILLS

12 ZS2.5 x 118

MEMBER DEPTH IN INCHES

TYPE, (ZS) ZEE WITH LIPS,

(CS) CEE WITH LIPS

FLANGE THICKNESS IN INCHES

LIGHT GAUGE FRAMING

NOMENCLATURE

NS - NEAR SIDE OF

DETAIL AS PICTURED

FS - FAR SIDE OF

DETAIL AS PICTURED

T/D - TOP OF DECK

T.O.P. - TOP OF PARAPET

3 STRUCTURAL ABBREVIATIONS

T.O.F. - TOP OF FOOTING

T.O.B. - TOP OF BEAM

T.O.S. - TOP OF STEEL

PAF - POWDER ACTUATED

FASTENERS

SW-1

LIGHT GAGE SHEARWALL

MARK, RE: SCHEDULE

* ZONE 1 INCLUDES THOSE ROOF ELEMENTS LOCATED OUTSIDE OF 4.8 FEET OF A ROOF EDGE, AND ZONE 2 INCLUDES THOSE ROOF

ELEMENTS LOCATED WITHIN 4.8 FEET A ROOF EDGE. ZONE 3 INCLUDES THOSE ROOF ELEMENTS LOCATED WITHIN 4.8 FEET OF A

ROOF EDGE AND WITHIN 4.8 FEET OF A BUILDING CORNER. ZONE 4 INCLUDES THOSE WALL ELEMENTS LOCATED OUTSIDE OF 4.8

FEET OF A BUILDING CORNER, AND ZONE 5 INCLUDES THOSE WALL ELEMENTS LOCATED WITHIN 4.8 FEET OF A BUILDING CORNER.

DESIGN ULTIMATE WIND PRESSURES, W FOR

COMPONENTS AND CLADDING (psf) - ASCE 7-10

10

EFFECTIVE

WIND AREA (sqft)

RO

OF

1

WA

LL

S

ZONE*

POSITIVE

PRESSURE

NEGATIVE

PRESSURE

-31.416.0

1

1

1

2

2

2

2

3

3

3

3

4

4

4

5

5

5

25

50

100

10

25

50

100

10

25

50

100

10

50

200

10

50

200

-30.4

-29.6

-28.8

-52.7

-45.3

-39.7

-34.1

-79.4

-61.4

-47.7

-34.1

-31.2

25.8 -28.2

23.3 -25.7

21.6

-38.4

-32.4

4 500 -24.0

5 500

-27.3

-24.0

2

28.8

25.8

28.8

23.3

21.6

16.0

16.0

16.0

16.0

16.0

16.0

16.0

16.0

16.0

16.0

16.0

REFERENCED STANDARDSPECIAL INSPECTION

STEEL-SECTION 1705.2M

1. STRUCTURAL STEEL: SPECIAL INSPECTION AND

NONDESTRUCTIVE TESTING OF STRUCTURAL STEEL ELEMENTS IN

BUILDINGS, STRUCTURES AN DPORTIONS THEREOF SHALL BE IN

ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION

REQUIREMENTS OF AISC 360

a. MATERIAL VERIFICATION OF STRUCTURAL STEEL SHALL

COMPLY WITH THE REQUIREMENTS OF SECTION 6.1 OF THE

CODE OF STANDARD PRACTICE.

MARK

IF REQ'D

CONT./ PERIODIC

"C" OR "P"

b. WELDING, HIGH STRENGTH BOLTING, AND DETAILS IN

ACCORDANCE WITH SECTION N5

c. STEEL DECK AND HEADED STEEL STUD ANCHOR PLACEMENT

AND ATTACHMENT IN ACCORDANCE WITH SECTION N6

d. CUT SURFACES IN ACCORDANCE WITH SECTION M2.2

e. HEATING FOR STRAIGHTENING IN ACCORDANCE WITH

SECTION M2.1

f. TOLERANCES FOR FIELD ERECTION IN ACCORDANCE WITH

SECTION 7.13 OF THE CODE OF STANDARD PRACTICE

2. COLD-FORMED STEEL DECK

3. COLD-FORMED STEEL TRUSSES SPANNING 60 FEET OR GREATER

AISC 360

CHAPTER N

SECTION 6.1 OF THE

CODE OF STANDARD PRACTICE

AISC 360

SECTION N5

AISC 360

SECTION N6

AISC 360

SECTION M2.2

AISC 360

SECTION M2.1

SECTION 7.13 OF THE

CODE OF STANDARD PRACTICE

SDIQA/QA

PER REF.

STANDARD

PER REF.

STANDARD

PER REF.

STANDARD

X

X

X

REFERENCED STANDARDSPECIAL INSPECTION

CONCRETE - SECTION 1705.3

1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING

TENDONS, AND VERIFY PLACEMENT

MARK

IF REQ'D

CONT./ PERIODIC

"C" OR "P"

P

2. REINFORCING BAR WELDING:

a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN

ASTM A706;

b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM

5

16

"; AND

c. INSPECT ALL OTHER WELDS.

3. INSPECT ANCHORS CAST IN CONCRETE

a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR

UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED

TENSION LOADS.

4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE

MEMBERS.

b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT

DEFINED IN 11.a

5. VERIFY USE OF REQUIRED DESIGN MIX

6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR

STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AN

DETERMINE THE TEMPERATURE OF THE CONCRETE.

7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER

APPLICATION TECHNIQUES

8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE

AND TECHNIQUES

9. INSPECT PRESTRESSED CONCRETE FOR:

a. APPLICATION OF PRESTRESSING FORCES; AND

b. GROUTING OF BONDED PRESTRESSING TENDONS

10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS

11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING

OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO

REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL

SLABS.

12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS

OF THE CONCRETE MEMBER

ACI 318 CH. 20, 25.2, 25.3, 26.6.1-26.6.3

AWS D1.4; ACI 318: 26.6.4

IBC 1908.4

AWS D1.4; ACI 318: 26.6.4

AWS D1.4; ACI 318: 26.6.4

ACI 318: 17.8.2

ACI 318:17.8.4

ACI 318:17.8.2

ACI 318: CH. 19, 26.4.3, 26.4.4

IBC 1904.1, 1904.2, 1908.2, 1908.3

ASTM C172; ASTM C31; ACI 318: 26.4, 26.12

IBC 1908.6, 1908.7, 1908.8

ACI 318: 26.5

ACI 318: 26.5.3 - 26.5.5

IBC 1908.9

ACI 318: 26.10

ACI 318: 26.10

ACI 318: 26.8

ACI 318: 11.2

ACI 318: 11.1.2 (b) P

P

P

C

C

P

C

C

P

P

C

C

P

P

P

REFERENCED STANDARDSPECIAL INSPECTION

MASONRY - SECTION 1705.4

1. LEVEL A: MINIMUM QUALITY ASSURANCE PROGRAM FOR

MASONRY IN RISK CATEGORY I, II, OR III STUCTURES AND DESIGNED

IN ACCORDANCE WITH PART 4 OR APPENDIX A

MARK

IF REQ'D

CONT./ PERIODIC

"C" OR "P"

X

ACI 530.1

TABLE 3.1.1

X

2. LEVEL B:

ACI 530.1

TABLE 3.1.2

MINIMUM QUALITY ASSURANCE PROGRAM FOR MASONRY IN RISK

CATEGORY I,II, OR III STRUCTURES AND DESIGNED IN ACCORDANCE

WITH PART 4 OR APPENDIX A

ACI 530.1

TABLE 3.1.2

MINIMUM QUALITY ASSURANCE PROGRAM FOR MASONRY IN RISK

CATEGORY IV STRUCRES AND DESIGNED IN ACCORDANCE WITH

CHAPTER 12 OR 13

3.LEVEL C: MINIMUM QUALITY ASSURANCE PROGRAM FOR

MASONRY IN RISK CATEGORY IV STRUCTURES AND DESIGNED IN

ACCORDANCE WITH CHAPTERS OTHER THAN THOSE IN PART 4 OR

APPENDIX A

ACI 530.1

TABLE 3.1.2

4. VERTICAL MASONRY FOUNDATION ELEMENTS SHALL BE

INSPECTED IN ACCORDANCE WITH IBC SECTION 1705.4

X

SPECIAL INSPECTIONS1

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

#

2

0 - 2

3

6S

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

61

40

H

IG

HW

AY

3

, B

EN

TO

N, L

A 7

10

06

ENGINEERING CO., INC.

BOSSIER CITY, LOUISIANA519 BARKSDALE BOULEVARD

318-741-1088

SMITH

S1.1

AutoCAD SHX Text
X
AutoCAD SHX Text
SXXX
AutoCAD SHX Text
A
AutoCAD SHX Text
X
AutoCAD SHX Text
XXX
AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
REG. No. 26652
AutoCAD SHX Text
BRIAN K. SMITH
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL ENGINEER
AutoCAD SHX Text
IN
AutoCAD SHX Text
C
AutoCAD SHX Text
I
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
G

1 STRUCTURAL DEMOLITION PLANSCALE: 1/8" = 1'-0"

NOTE:

SHORE EXISTING CONSTRUCTION

AS REQ'D DURING DEMOLITION

AND RECONSTRUCTION

DEMO EXISTING

PURLIN

DEMO EXISTING

PURLINS

DEMO EXISTING

EAVE STRUT

CONTRACTOR TO TAKE

CAUTION AND PROTECT

EXISTING SUSPENDED

MECHANICAL UNITS.

TEMPORARILY SHORE

ALL ELECTRICAL AND

REINSTALL IN LIKE

CONDITION

EXISTING STRUCTURE TO

REMAIN, U.N.O.

EXISTING STRUCTURE TO

REMAIN, U.N.O.

DEMO EXISTING ROOF AS

REQ'D. FOR STRUCTURAL

REPLACEMENT

DEMO EXISTING ROOF AS

REQ'D. FOR STRUCTURAL

REPLACEMENT

DEMOLISH EXISTING BOND

BEAMS WHERE PRESENT

&1st COURSE OF CMU.

TYPICAL, THIS WING

DEMOLISH EXISTING ROOF

DECK & ROOF STRUCTURE

AS WELL AS EXISTING

TEMPORARY CONSTRUCTION

NORTH

DEMOLISH EXISTING ROOF

DECK & ROOF STRUCTURE

AS WELL AS EXISTING

TEMPORARY CONSTRUCTION

DEMO EXISTING STEEL

BEAM AT OPENING

DEMO EXISTING ROD

BRACING & REPLACE

IN KIND IMMEDIATELY

DEMO EXISTING ROD

BRACING & REPLACE

IN KIND IMMEDIATELY

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

#

2

0 - 2

3

6S

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

61

40

H

IG

HW

AY

3

, B

EN

TO

N, L

A 7

10

06

ENGINEERING CO., INC.

BOSSIER CITY, LOUISIANA519 BARKSDALE BOULEVARD

318-741-1088

SMITH

S2

AutoCAD SHX Text
I
AutoCAD SHX Text
J
AutoCAD SHX Text
H
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
REG. No. 26652
AutoCAD SHX Text
BRIAN K. SMITH
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL ENGINEER
AutoCAD SHX Text
IN
AutoCAD SHX Text
C
AutoCAD SHX Text
I
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
G

1 ROOF RECONSTRUCTION PLANSCALE: 1/8" = 1'-0"

NORTH

W12x26 W10x12W10x12

W12x26

W12x26 W10x12W10x12

W12x26 W10x12W10x12

W12x26 W10x12W10x12

10C

S4x12ga

10C

S4x12ga

10C

S4x12

ga

10

CS

4x12

ga

5

S4

1

S4

2

S4

1

S4

TY

P

5

S4

TY

P

3

S4

4

S4

4

S4

5

S4

FLAT STRAP SHEAR WALL

ABOVE CMU CORRIDOR

WALL

FLAT STRAP SHEAR WALL

ABOVE CMU CORRIDOR

WALL

10ZS3.5x12ga 10ZS3.5x12ga

10ZS3.5x12ga 10ZS3.5x12ga

10C

S4x12ga

10C

S4x12ga

10

CS

4x12

ga

10C

S4x12

ga

RE: A/S4.1

10E

S4x4x12ga

10E

S4x4x12ga

10

ES

4x4x12

ga

10

ES

4x4x12

ga

10E

S4x4x12ga

10E

S4x4x12ga

10

ES

4x4x12

ga

10E

S4x4

x1

2g

a

1

1

2

"x16ga "X" BRIDGE

AT QUARTER POINTS,

RE: C/S4.1

RE: B/S4.1, TYP

2

S4.1

1

S4.1

SIM

A

10C

S4x12ga

10C

S4x12ga

10C

S4x12ga

10C

S4x12ga

10

CS

4x1

2ga

10

CS

4x1

2ga

10

CS

4x1

2ga

10

CS

4x1

2ga

10C

S4

x1

2g

a

10C

S4

x1

2g

a

10C

S4

x1

2g

a

10C

S4

x1

2g

a

10C

S4x12ga

10C

S4x12ga

10C

S4x12ga

10C

S4x12ga

W12x26

10ZS3.5x12ga 10ZS3.5x12ga

SIM

B

P

1

2

x8x16

EA END

L

10ZS3.5x12ga

SIM

2

S4

4" FLAT STRAP ROOF

BRACING, RE: D/S4

W10x12W10x12

10ZS3.5x12ga 10ZS3.5x12ga

10ZS3.5x12ga

10ES4x4x12ga

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

#

2

0 - 2

3

6S

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

61

40

H

IG

HW

AY

3

, B

EN

TO

N, L

A 7

10

06

ENGINEERING CO., INC.

BOSSIER CITY, LOUISIANA519 BARKSDALE BOULEVARD

318-741-1088

SMITH

S3

AutoCAD SHX Text
I
AutoCAD SHX Text
J
AutoCAD SHX Text
H
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
REG. No. 26652
AutoCAD SHX Text
BRIAN K. SMITH
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL ENGINEER
AutoCAD SHX Text
IN
AutoCAD SHX Text
C
AutoCAD SHX Text
I
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
G

P

1

4

x6x0'-8" WITH

2-

1

2

"Ø A325s

SECTION

SCALE: " = 1'-0"

1

3/4

SECTION

SCALE: " = 1'-0"

2

3/4

48" LAP

SECTION

SCALE: " = 1'-0"

3

3/4

P

1

4

x5x0'-9" WITH

2-

1

2

"Øx8" HCAS @

QUARTER POINTS

10x4x4x12GA

EAVE STRUT

STANDING SEAM

ROOF, RE: 4.6/S1

RECONSTRUCT TOP

OF WALL WITH DOUBLE

BOND BEAMS W/2#4 EA.

LAP 36"

#4 @ VERTICAL BAR

LOCATIONS, ATTACH TO

EXISTING FND. w/HILTI

HIT-HY 200 @ 8" EMBED

#4 TO EXISTING CMU @

48" o.c. IN GROUTED

CELLS

P

1

4

x6x0'-8" WITH

(2)

1

2

"Ø A325 TO

EAVE STRUT

L

L

L

RECONSTRUCTION T.O.

WALL WITH DOUBLE

BOND BEAMS w/2#5 EA

#5 TO EXISTING CMU

@ 48" o.c. IN GROUTED

CELLS, HOOK INTO

BOND BEAM

CUT FACE SHELLS

AS REQ'D & REPLACE

LAP 36"

#5 @ VERTICAL BAR

LOCATIONS EPOXY

TO EXISTING AT 8"

EMBED w/HILTI

HIT-HY 200

1

4

P

1

4

x5x0'-8" WITH

2-

1

2

"Ø A325s

L

RECONSTRUCTION T.O.

WALL WITH DOUBLE

BOND BEAMS w/2#5 EA

#5 TO EXISTING CMU

@ 48" o.c. IN GROUTED

CELLS, HOOK INTO

BOND BEAM

CUT FACE SHELLS

AS REQ'D & REPLACE

LAP 36"

#5 @ VERTICAL BAR

LOCATIONS EPOXY

TO EXISTING AT 8"

EMBED w/HILTI

HIT-HY 200

1

4

P

1

2

x6x0'-9" WITH

2-

3

4

"Øx8" HCAS

@ EACH PURLIN

L

P

1

2

x6x0'-9" WITH

2-

3

4

"Øx8" HCAS

@ EACH PURLIN

L

8'-7

"

EXISTING CMU WALL

P

1

2

x8x1'-0" WITH

(2)

3

4

"Øx12" HCA

L

10" ZEE RE: FRMG

STANDING SEAM

DECK, RE: 4.6/S1

9'-8"

P

1

2

x8x1'-4" WITH

(3)

3

4

"Øx12" HCA

L

1

4

8

DOUBLE BOND

BEAM w/2#5 EA.

9'-8"

P

1

2

x8x1'-4" WITH

(4)

3

4

"Øx12" HCA

L

1

4

8

DOUBLE BOND

BEAM w/2#5 EA.

(1) #10 EA. INTERSECTION

1

1

2

"x16ga FLAT STRAP

ZEE OR CEE

PURLINS PER PLAN

DETAIL

SCALE: " = 1'-0"

OUTRIGGER BEAM

A

3/4

DETAIL

SCALE: " = 1'-0"

GABLE BEAM

B

3/4

DETAIL

SCALE: " = 1'-0"

FLAT STRAP BRIDGING DETAIL

C

3/4

STANDING SEAM

ROOF, RE: 4.6/S1

RECONSTRUCT TOP

OF WALL WITH DOUBLE

BOND BEAMS W/2#4 EA.

LAP 36"

#4 @ VERTICAL BAR

LOCATIONS, ATTACH TO

EXISTING FND. w/HILTI

HIT-HY 200 @ 8" EMBED

#4 TO EXISTING CMU @

48" o.c. IN GROUTED

CELLS. HOOK INTO

BOND BEAM @ ROOF

1

2

"Ø HILTI KWIK Z @

3

1

2

" EMBED @ 24" o.c.

P 14ga BENT w/

(2) #10 EA STUD &

#10 TO CEE @ 12"

INSTALL AFTER

FIRE MARSHALL

INSPECTION OF

FIRE CAULK

362T125-43 CONT.

GAP 1" FROM ROOF

362S162-43 @ 16"o.c.

5

8

" GYP BOARD

SECTION

SCALE: " = 1'-0"

5

3/4

CEE PURLIN

(ZEE AT SIM)

P

1

4

FULL DEPTH WITH

3-

1

2

"Ø A325s

L

1

4

W12 GABLE BEAM

W10 @ SIM A

SECTION

SCALE: " = 1'-0"

4

3/4

CEE PURLINS

RE: FRM'G

GROUT 24" WITH #5

EA CELL, RE: 3/S4 FOR

ATTACHMENT TO

FOUNDATION

NOTCH BOND BEAM

AS REQ'D TO FLUSH

W12 w/ TOP OF CEES

L

W12 GABLE

BEAM

ROOF DECK

RE: 4.6/S1

1

4

4

TYP.

10" EAVE STRUT

RE: 1/S4

W10 OUTRIGGER BEAM

10" CEE

RE: FRM'G

GROUT 16" SECTION OF

WALL BELOW EACH EMBED

w/ (1) #5 EA CELL

RE: 3/S4 FOR ATTACHMENT TO

FOUNDATION.

EXISTING 6"

CMU WALL

DETAIL

SCALE: " = 1'-0"

BRACE CONNECTION DETAIL

D

3/4

10 #10 SCREWS

TERMINATING

MEMBER

4" 16ga FLAT STRAP

4 #10 EA

INTERMEDIATE MEMBER

EXISTING 8"

CMU WALL

EXISTING 8"

CMU WALL

EXISTING 6"

CMU WALL

L

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

#

2

0 - 2

3

6S

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

61

40

H

IG

HW

AY

3

, B

EN

TO

N, L

A 7

10

06

ENGINEERING CO., INC.

BOSSIER CITY, LOUISIANA519 BARKSDALE BOULEVARD

318-741-1088

SMITH

S4

AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
REG. No. 26652
AutoCAD SHX Text
BRIAN K. SMITH
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL ENGINEER
AutoCAD SHX Text
IN
AutoCAD SHX Text
C
AutoCAD SHX Text
I
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
G

SECTION

SCALE: " = 1'-0"

1

3/8

W12 GABLE BEAM

RE: B/S4

ROOF DECK

RE: 4.6/S1

ZEE PURLIN

WITH EMBED, TYP.

DOUBLE BOND BEAM

w/ (2) #5 EA. CONT.

GROUT 16" SECTION OFF WALL

BENEATH w/o EMBEDS w/ (1) #5

EA. CELL.

GROUT CELLS FULL @

48" o.c. MAX w/ (1) #5 EA CELL,

RE: 3/S4

GROUT 24" SECTION OF WALL

w/ (1) #5 EA CELL @ EMBED

LOCATIONS.

GROUT FIRST CELL ADJACENT

TO CORRIDOR WALL.

SECTION

SCALE: " = 1'-0"

2

3/8

DOUBLE BOND BEAM

w/ (2) #4 EA CONT.

DOUBLE END STUDS

FIELD VERIFY LOCATION

ABOVE GROUTED CELL

362S162.43 @ 16" o.c.

DOUBLE @ SHEAR WALL POST

4"-16ga FLAT STRAP

EA SIDE OF WALL

w/ (1) #10 EA STUD

PROVIDE #10 SCREWS

(4) STRAP TO TRACK

(6) STRAP TO POST

PROVIDE #10 SCREWS

(4) STRAP TO TRACK

(6) STRAP TO POST

SIMPSON S/HDU4 EA

SHEAR WALL POST w/

(6) #14 TO POST AND

5

8

F1554 ANCHOR ROD @

12" EMBED

GROUT FIRST CELL ADJACENT

TO EXTERIOR WALL w/ (1) #4

RE: 4/S4 FOR ATTACHMENT

TO FOUNDATION

GROUT CELLS @ 48" o.c.

MAX w/ (1) #4 EA CELL

RE: 4/S4 FOR ATTACHMENT

TO FOUNDATION.

EXISTING MASONRY OPENINGS

1

1

2

" MIN.

CLEAR

SPECIFIED SPACING ±2"

1

1

2

" MIN.

CLEAR

8" C

MU

: 3

13

16

1

2

"

6" C

MU

: 2

13

16

3

8

"

1

1

2

" MIN.

CLEAR

SPECIFIED SPACING ±2"

1

1

2

" MIN.

CLEAR

8" C

MU

: 5

1

2

1

2

"

6" C

MU

: 2

13

16

3

8

"

1

1

2

" M

IN

.

CL

R.

8" C

MU

: 5

1

2

1

2

"

12

" C

MU

: 9

1

4

"±1

"

DETAIL A

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

SINGLE BARS

PER CELL

DETAIL

2 BARS

PER CELL

BAR SPACING

LAP ALL BOND BEAM

HORIZONTAL REINF.

PROVIDE 90° STD. HOOK.

PROVIDE VERTICAL REINF. @ 1ST

CELL EITHER SIDE OF ALL CORNERS

& INTERSECTIONS AS SHOWN &

ELSEWHERE. RE: PLANS.

GROUT SHADED CELLS FULL.

STEEL PLACEMENT DETAIL

DETAIL

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

B

NO REINF. THIS

CELL, TYP.

BACK TO BACK

SHEAR WALL POST

1'-0

"

SIMPSON S/HDU4

5

8

"Ø ANCHOR ROD

BE

NT

ON

IN

TE

RM

ED

IA

TE

S

CH

OO

L

ST

OR

M D

AM

AG

E

BP

SB

P

RO

JE

CT

#

2

0 - 2

3

6S

FEBRUARY, 2020

AS SHOWN

OF

Job

Drawn

Scale

Date

PROJECT INFO

SHEET

PROJECT

ENGINEER

ARCHITECT

REVISIONS

[email protected]

FAX 318-673-9982

WORK 318-673-9980

SHREVEPORT, LOUISIANA 71101

712 TEXAS STREET

KEVIN BRYAN ARCHITECT, L.L.C.

61

40

H

IG

HW

AY

3

, B

EN

TO

N, L

A 7

10

06

ENGINEERING CO., INC.

BOSSIER CITY, LOUISIANA519 BARKSDALE BOULEVARD

318-741-1088

SMITH

S4.1

AutoCAD SHX Text
IF SHEET IS LESS THAN 24" x 36", IT IS A REDUCED PRINT AND IS NOT TO SCALE SHOWN.
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
REG. No. 26652
AutoCAD SHX Text
BRIAN K. SMITH
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL ENGINEER
AutoCAD SHX Text
IN
AutoCAD SHX Text
C
AutoCAD SHX Text
I
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
G