Attachment C - Drawings.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. Brian Porter

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

GI001

COVER SHEET REPAIR & REMEDIATE

COURTYARDS 1,3, & 4

LOMA LINDA, CA

605-22-408

01/03/2023 KL CH

ISSUE FOR BID

01/03/2023

REPAIR & REMEDIATE COURTYARDS 1, 3, & 4 : 605-22-408

LOMA LINDA, CALIFORNIA

VA LOMA LINDA HEALTHCARE SYSTEM

SHEET INDEX

SHEET NUMBER SHEET NAME

11_PLUMBING

P001 PLUMBING COVER SHEET - SYMBOLS & LEGENDS

P002 PLUMBING COVER SHEET - GENERAL NOTES

PD201 PLUMBING DEMOLITION PLAN - COURTYARD 1

PD202 PLUMBING DEMOLITION PLAN - COURTYARD 3

PD203 PLUMBING DEMOLITION PLAN - COURTYARD 4

PP101 PLUMBING PLAN - LEVEL 1 INTERSTITIAL - COURTYARD 1

PP102 PLUMBING PLAN - LEVEL 1 INTERSTITIAL - COURTYARD 3

PP103 PLUMBING PLAN - LEVEL 1 INTERSTITIAL - COURTYARD 4

PP201 PLUMBING PLAN - LEVEL 2 - COURTYARD 1

PP202 PLUMBING PLAN - LEVEL 2 - COURTYARD 3

PP203 PLUMBING PLAN - LEVEL 2 - COURTYARD 4

PP901 PLUMBING ISOMETRICS - COURTYARD 1

PP902 PLUMBING ISOMETRICS - COURTYARD 2

PP903 PLUMBING ISOMETRICS - COURTYARD 3

SHEET INDEX

SHEET NUMBER SHEET NAME

00_GENERAL

GI001 COVER SHEET

GI002 VICINITY MAP, SYMBOLS AND NOTES

GI003 ICRA PLAN - LEVEL 2

GI004 ICRA PLAN - LEVEL 1

GI005 ICRA

07_STRUCTURAL

SS001 GENERAL NOTES

SS201 ENLARGED CANOPY FRAMING PLANS

SS301 FRAMING DETAILS

08_ARCHITECTURAL

AD101 DEMOLITION PLAN - COURTYARD 1

AD102 DEMOLITION PLAN - COURTYARD 3

AD103 DEMOLITION PLAN - COURTYARD 4

AS100 OVERALL COURTYARD PLAN - LEVEL 2

AS111 ENLARGED COURTYARD PLAN - LEVEL 2

AS121 CONCRETE PAVING PLAN (CLIN-0001, BASE BID)

AS122 CONCRETE PAVING PLAN (CLIN-0002)

AS141 SHADING DEVICE PLAN

AS201 CANOPY & DETAILS

AS300 BUILDING SECTION - COURTYARD #1

AS301 BUILDING SECTION - COURTYARD #3

AS302 BUILDING SECTION - COURTYARD #4

AS401 WALL SECTIONS & DETAILS

AS900 PERSPECTIVE VIEW - COURTYARD #1

AS901 PERSPECTIVE VIEW - COURTYARD #3

AS902 PERSPECTIVE VIEW - COURTYARD #4

Revisions: Date:

0 COLUMN GRID LINE

DOOR NUMBER

SYMBOL

DETAIL - SECTION

POSITION ON SHEET

SHEET NUMBER

DETAIL - PLAN/ RCP

POSITION ON SHEET

SHEET NUMBER

WALL SECTION

POSITION ON SHEET

SHEET NUMBER

EXTERIOR ELEVATION

POSITION ON SHEET

SHEET NUMBER

INTERIOR ELEVATION

POSITION ON SHEET

SHEET NUMBER

EXTERIOR WALL TYPE TAG

EXTERIOR WINDOW

SIGN TYPE, SEE SIGNAGE

SCHEDULE

DRAWING NUMBER

DRAWING SCALE

VIEW TITLE

NOTES BY NUMBER

DRAWING REVISION

LEVEL DATUM

LEVEL NAME

LEVEL ELEVATION

NORTH ARROW

INTERIOR WINDOW

GRAPHIC SCALE

0 4'-0" 8'-0" 16'-0"

-G D

XX

XX

XXXX

7'-0" R 3'-11"

100°

SIM

X

X-XXX

DIMENSION TO FACE OF FINISH,

FACE OF CONCRETE, COLUMN

CENTERLINE, OR AS NOTED.

CENTERLINE

X

X X

X

A101

SIM

A101

SIM

ROOM TAG (FOR SPECIALTY PLANS)

ROOM NAME

ROOM NUMBER

FLOOR FINISH

ROOM NAME

XXXX

FLOR

BASE

WALL

CEIL BASE TYPE

WALL FINISH

CEILING TYPE

CEILING HEIGHT

A

A101

SIM

Name Elevation

1/8" = 1'-0"

AC1

INTERIOR PARTITION TYPE TAGA3

Room name

Room name

ROOM NAME

ROOM NUMBER

ROOM AREA

INSULATION (IF NEEDED)

ROOM TAG (FOR STANDARD PLANS)

BATT. INSULATION

CAST IN PLACE CONCRETE

CAST STONE

CONCRETE MASONRY/CMU

EARTH IN SECTION

FACE BRICK

GYP./GYPSUM BOARD

MARBLE

PARTICLE BOARD/PLYWOOD

ROOF INSULATION

STUCCO

CONTINUOUS WOOD BLOCKING

DISCONTINUOUS WOOD BLOCKING

FINISHED WOOD

OWNER

ARCHITECT

O'BRIEN ENGINEERING, INC.

CONSTRUCTION MANAGER

MECHANICAL, PLUMBING, AND

ELECTRICAL ENGINEERS

O'BRIEN ENGINEERING, INC.

COR, MR. BRIAN PORTER

VA LOMA LINDA HEALTHCARE SYSTEM

VAN LEUVEN ST

VICINITY MAP

NOT TO SCALE

N

RAIL ROAD

B E

N T

O N

S T

SHEPARDSON DR

B E

LL

A

IR

E

S T

P O

P

LA

R S

T

R

IC

H M

O N

T R

D

B E

N T

O N

S T

B E

N T

O N

S T

COLE ST

PROSPECT AVE

BARTON RD BARTON RD BARTON RD

B E

N T

O N

S T

LO

M

A L

IN

D

A R

D

M O

U N

T A

IN

V

IE

W

A V

E M

O U

N T

A

IN

V

IE

W A

V E

M O

U N

T A

IN

V

IE

W

A V

E

VA LOMA LINDA

HEALTHCARE SYSTEM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. Brian Porter

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

GI002

VICINITY MAP, SYMBOLS AND

NOTES

REPAIR & REMEDIATE

COURTYARDS 1,3, & 4

LOMA LINDA, CA

605-22-408

01/03/2023 KL CH

ISSUE FOR BID

01/03/2023

DRAWING LEGENDABBREVIATIONS

ACT. ACTUAL

ADJ. ADJUSTABLE

A.F.F. ABOVE FINISH FLOOR

A.F.S. ABOVE FINISH SLAB

AGG. AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

ALUM. ALUMINUM

BLDG. BUILDING

BK. BRICK

BM. BEAM

CAB. CABINET

CPT. CARPET

C.J. CONTROL JOINT

CENTERLINE

CG CORNER GUARD

CLG. CEILING

COL. COLUMN

CONC. CONCRETE

COND. CONDITION

CONT. CONTINUOUS

C.T. COUNTERTOP

DBL. DOUBLE

DEMO. DEMOLITION

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

DWG. DRAWING

E.W.C. ELECTRIC WATER COOLER

EA. EACH

E.J. EXPANSION JOINT

EXP. EXPANSION

E.W. EACH WAY

EXT. EXTERIOR

EXIST. EXISTING

F.E.C. FIRE EXTINGUISHER CABINET

F.D. FINISH DIMENSION

F.D.V.B. FIRE DEPARTMENT VALVE BOX

F.F. FINISH FLOOR

FIN. FINISH(ED)

FRT. FIRE RETARDANT TREATED

G.I. GALVANIZED IRON

G.B./GYP.BD. GYPSUM BOARD

GA. GAUGE

GALV. GALVANIZED

GL. GLASS

H.M. HOLLOW METAL

H.S. HORIZONTAL IN SPLASH

I.C.U. INTENSIVE CARE UNIT

ICRA INFECTION CONTROL RISK ASSESSMENT

INT. INTERIOR

INSUL. INSULATION

I.T.C. INSTALLED THIS CONTRACT

K.S. KNEE SPACE

LAM. LAMINATED

LAV. LAVATORY

L.L.V. LONG LEG VERTICAL

L.L.H. LONG LEG HORIZONTAL

MANUF. MANUFACTURER

MAX. MAXIMUM

MECH. MECHANICAL

MIN. MINIMUM

M.O. MASONRY OPENING

MTL./MET. METAL

MNT. MOUNTED

N/A NOT APPLICABLE

NOM. NOMINAL

N.T.S. NOT TO SCALE

N.I.C. NOT IN CONTRACT

O.C. ON CENTER

O.D. OVERFLOW DRAIN

O.H/OPP.H. OPPOSITE HAND

P.D. PLAN DIMENSION

PLAS. LAM. PLASTIC LAMINATE

P.T. PORCELAIN TILE

P.T.D. PAPER TOWEL DISPENSER

RB RUBBER BASE

R./REV. REVISED/REVERSE

R./RAD. RADIUS

REINF. REINFORCE

REF. REFERENCE/REFER TO

REQ'D REQUIRED

R.D. ROOF DRAIN

RM. ROOM

R.O. ROUGH OPENING

SCHED. SCHEDULED

SAB. SOUND ATTENUATION BATTS

SHT. SHEET

SIM. SIMILAR

SL. SLOPE

STL. STEEL

S.S. STAINLESS STEEL

S.S.V. SOLID SURFACE VENEER

SUSP. SUSPENDED

S.V. SHEET VINYL

T.A.S. TEXAS ACCESSIBILITY STANDARDS

T.B. TACK BOARD

T.D.H. TEXAS DEPARTMENT OF HEALTH

TEMP. TEMPERED GLASS

THK. THICK

TOIL. TOILET

TYP. TYPICAL

U.C. UNDER COUNTER

UCR UNDER COUNTER REFRIGERATOR

U.L. UNDERWRITERS LABORATORIES

U.N.O. UNLESS NOTED OTHERWISE

UR. NEW URINAL

VCT VINYL COMPOSITION TILE

V.T. VINYL TILE

VERT. VERTICAL

W.C. NEW WATER CLOSET

WDW. WINDOW

WD. WOOD

WH WATER HEATER

W/ WITH

W/O WITHOUT

MATERIALS LEGEND GENERAL NOTES

1. THE CONTRACT DRAWINGS AND THE PROJECT MANUAL COMPRISE THE CONTRACT

DOCUMENTS. CONTRACTOR(S) SHALL BE FAMILIAR WITH ALL ASPECTS OF THE CONTRACT

DOCUMENTS, BEFORE SUBMITTING A BID.

2. THESE DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES. IN THE EVENT OF

OMISSION OF NECESSARY DIMENSIONS, CONTRACTOR SHALL NOTIFY THE COR.

3. VERIFY ALL DIMENSIONS, GRADES, AND EXISTING CONDITIONS AT JOB SITE. WHERE

DIMENSIONS ARE LABELED "VERIFY", THE CONTRACTOR SHALL NOTIFY THE COR IF DIMENSION

VARIES FROM DIMENSION SHOWN PRIOR TO CONSTRUCTION.

4. ALL DIMENSIONS ON PLANS ARE TO THE FACE OF FINISHED WALL, OR CONCRETE UNLESS

NOTED OTHERWISE.

5. CONTRACTOR MAY USE A CRANE AS PART OF CONSTRUCTION AND DEMOLITION OF THIS

SCOPE OF WORK. IF CONTRACTOR USES OVERHEAD CRANE, A CRANE OPERATIONAL AND

SAFETY PLAN MUST BE SUBMITTED TO THE COR FOR APPROVAL BEFORE ANY SUCH

OPERATIONS ARE AUTHORIZED TO BEGIN.

CLIN ITEM DESCRIPTIONS

CLIN 0001, BASE BID: CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, EQUIPMENT,

SUPERVISION AND TESTING FOR RENOVATING COURTYARDS 1, 3, & 4 AS DESCRIBED IN THE

CONTRACT DOCUMENTS.

CLIN 0002: DEDUCTIVE ALTERNATE TO ELIMINATE COLOR / STAINING AND PATTERN OF CONCRETE.

CLIN 0003: DEDUCTIVE ALTERNATE TO ELIMINATE TENSILE CABLE SUPPORTED SHADING DEVICES

FOR COURTYARDS 1, 3, & 4.

5,960 SF

COURTYARD #4

CY02-4

6,020 SF

COURTYARD #3

CY02-3

4,022 SF

COURTYARD #1

CY02-1

EXIST. BLDG.

DESIGNATED ELEVATOR

USED BY CONTRACTOR

COORD. W/ COR

GENERAL ICRA NOTES:

A. REFER GI005 FOR DESCRIPTION OF REQUIRED INFECTION CONTROL

B. IN ADDITION TO INFECTION CONTROL REQUIREMENTS LISTED ON GI005, CONTRACTOR SHALL

PROVIDE FLOOR COVERINGS ALONG INDICATED HALL ROUTE TO PREVENT DAMAGE AND SOILING

OF HOSPITAL FLOORING.

C. CONTRACTOR MUST COVER DEMOLISHED MATERIAL DURING REMOVAL THROUGH HOSPITAL

CORRIDORS. CONTRACTOR MUST SUBSEQUENTLY CLEAN ANY SPILLAGE OF MATERIAL IN

HOSPITAL CORRIDORS IMMEDIATELY.

D. CONTRACTOR IS RESPONSIBLE FOR PREVENTING ANY DAMAGE TO EXISTING HOSPITAL FINISHES

DURING DEMOLITON AND CONSTRUCTION ACTIVITIES. TO PREVENT WEAR AND DAMAGE ON

HOSPITAL FLOORING, CONTRACTOR SHALL NOT EXCEED RECOMMENDATION OF 400 POUNDS PER

AXLE FOR MATERIALS TRANSPORTED THROUGH THE CORRIDORS ON CARTS OR

DOLLIES. BEFORE BEGINNING TRANSPORTATION THROUGH CORRIDORS, CONTRACTOR SHALL

VERIFY CONDITION OF HALLWAY FLOORING. CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR

ENSURING NO DAMAGES TO HOSPITAL MATERIALS AND FINISHES DURING CONSTRUCTION

ACTIVITIES, AND SHALL REPAIR AND REPLACE ANY DAMAGED FINISHES AT NO ADDITIONAL COST

TO THE GOVERNMENT.

E. COORDINATE WITH COR TO USE THIS CORRIDOR OUTSIDE OF OPERATIONAL HOURS.

ICRA PLAN LEGEND

PRIMARY ROUTE FOR CONSTRUCTION MATERIALS FLOW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. Brian Porter

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

GI003

ICRA PLAN - LEVEL 2 REPAIR & REMEDIATE

COURTYARDS 1,3, & 4

LOMA LINDA, CA

605-22-408

01/03/2023 KL CH

ISSUE FOR BID

01/03/2023

3/64" = 1'-0"

ICRA PLAN - LEVEL 2

N

DESIGNATED ELEVATOR

USED BY CONTRACTOR

COORD. W/ COR

GENERAL ICRA NOTES:

A. REFER GI005 FOR DESCRIPTION OF REQUIRED INFECTION CONTROL

B. IN ADDITION TO INFECTION CONTROL REQUIREMENTS LISTED ON GI005, CONTRACTOR SHALL

PROVIDE FLOOR COVERINGS ALONG INDICATED HALL ROUTE TO PREVENT DAMAGE AND SOILING

OF HOSPITAL FLOORING.

C. CONTRACTOR MUST COVER DEMOLISHED MATERIAL DURING REMOVAL THROUGH HOSPITAL

CORRIDORS. CONTRACTOR MUST SUBSEQUENTLY CLEAN ANY SPILLAGE OF MATERIAL IN

HOSPITAL CORRIDORS IMMEDIATELY.

D. CONTRACTOR IS RESPONSIBLE FOR PREVENTING ANY DAMAGE TO EXISTING HOSPITAL FINISHES

DURING DEMOLITON AND CONSTRUCTION ACTIVITIES. TO PREVENT WEAR AND DAMAGE ON

HOSPITAL FLOORING, CONTRACTOR SHALL NOT EXCEED RECOMMENDATION OF 400 POUNDS PER

AXLE FOR MATERIALS TRANSPORTED THROUGH THE CORRIDORS ON CARTS OR

DOLLIES. BEFORE BEGINNING TRANSPORTATION THROUGH CORRIDORS, CONTRACTOR SHALL

VERIFY CONDITION OF HALLWAY FLOORING. CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR

ENSURING NO DAMAGES TO HOSPITAL MATERIALS AND FINISHES DURING CONSTRUCTION

ACTIVITIES, AND SHALL REPAIR AND REPLACE ANY DAMAGED FINISHES AT NO ADDITIONAL COST

TO THE GOVERNMENT.

E. COORDINATE WITH COR TO USE THIS CORRIDOR OUTSIDE OF OPERATIONAL HOURS.

ICRA PLAN LEGEND

PRIMARY ROUTE FOR CONSTRUCTION MATERIALS FLOW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. Brian Porter

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

GI004

ICRA PLAN - LEVEL 1 REPAIR & REMEDIATE

COURTYARDS 1,3, & 4

LOMA LINDA, CA

605-22-408

01/03/2023 KL CH

ISSUE FOR BID

01/03/2023

3/64" = 1'-0"

ICRA PLAN - LEVEL 1

GENERAL ICRA NOTE:

A. INFORMATION PROVIDED ON THIS SHEET IINCLUDES INFECTION

CONTROL REQUIREMENTS AS PROVIDED BY THE VA.

CONTRACTOR TO COMPLY WITH ALL APPLICABLE INFECTION

CONTROL REQUIREMENTS. CONTRACTOR TO COORDINATE

WITH COR FOR ANY CLARIFICATION REQUIRED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. Brian Porter

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

GI005

ICRA REPAIR & REMEDIATE

COURTYARDS 1,3, & 4

LOMA LINDA, CA

605-22-408

01/03/2023 KL CH

ISSUE FOR BID

01/03/2023

1 OF 8 2 OF 8 3 OF 8 4 OF 8

5 OF 8 6 OF 8 7 OF 8 8 OF 8

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. Brian Porter

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006 972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

REPAIR & REMEDIATE

COURTYARDS 1,3, & 4

LOMA LINDA, CA

605-22-408

01/03/23 RLW BWTRevisions: Date:

1151 W. PIONEER PKWY. (817) 277-6686

ARLINGTON, TX 76013

Texas Registered Engineering Firm F-8284 C 2022 Copyright R. L. Woods & Associates, LLC

Structural and Forensic Engineering R. L. Woods & Associates, LLC

01-03-23

ISSUE FOR BID

OEI - LBL Joint Venture LLC

SS001

GENERAL NOTES

FLOOR

FLANGE

FIXED CONNECTION

KIPS

JOISTS

JOINT

INTERMEDIATE

INTERIOR

INSIDE FACE

INSIDE DIAMETER

INFORMATION

HORIZONTAL LOAD

HORIZONTAL

HIGH POINT

HEIGHT

HEADED STUD

GYPSUM BOARD

GRADE BEAM

GRADE

GENERAL

GALVANIZED

GAGE OR GAUGE

FOUNDATION

FOOTING

FINISHED FLOOR

FINISH(ED)

FAR SIDE

FACE TO FACE

EXTERIOR

EXISTING

EXPANSION JOINT

EXPANSION

EQUAL(EQUALLY)

ENGINEER

ELEVATOR

ELEVATION

ELECTRICAL

EACH WAY

EACH FACE

EACH

DRAWING

DOWN

DOWELS

DOUBLE

DIMENSION

DIAMETER

DIAGONAL BRACE

DIAGONAL

DEAD LOAD

DETAIL

COORDINATE

CONSTRUCTION JOINT

CONTINUOUS

CONNECTION(S)

CONDENSING UNIT

CONCRETE MASONRY UNIT

CONCRETE

COMPRESSION

- K.

- INTERM.

- JST(S)

- JT.

- INT.

- I.F.

- I.D.

- INFO.

- GR.

- GYP. BD.

- H.L.

- HORIZ.

- H.P.

- HT.

- H.S.

- G.B.

- GEN.

- GALV.

- GA.

- FDN.

- FTG.

- FL.

- FLG.

- F.C.

WELDED WIRE MESH (FABRIC)

X-BRACING

WORK POINT

WATERSTOP

WITH

WOOD

WIND LOAD

WEIGHT

- XB

- W.P.

- WD.

- W/

- W.L.

- W.W.F.

- WT.

- W.S.

UNLESS OTHERWISE NOTED

TOP OF STRUCTURAL CONCRETE

TOP OF STRUCTURAL STEEL

TRANSVERSE

TOTAL LOAD

TOP OF WALL

VERTICAL

TYPICAL

TOP OF PIER CAP

TOP OF PIER

TOP OF METAL DECK

TOP OF JOIST

TOP OF FOOTING

TOP OF BEAM

TOP & BOTTOM

TONGUE & GROOVE

- T.O.S.C.

- VERT.

- U.N.O.

- TYP.

- TRAN.

- T.L.

- T.O.W.

- T.O.S.S.

- T.O.P.C.

- T.O.P.

- T.M.D.

- T.O.J.

- T.O.F.

- T.O.B.

- T & B

- T & G

- DRWG.

- FIN. FL.

- FIN.

- F.S.

- F/F

- EXT.

- EXIST. ; (E)

- E.J.

- EXP.

- ELEC'L.

- EQ.

- ENGR.

- ELEV.

- EL.

- E.W.

- E.F.

- EA.

- DET.

- DIA. OR

- DN.

- DWL(S)

- DBL.

- DIM.

- D.B.

- DIAG.

- D.L.

- CONN.(S)

- COORD.

- C.J.

- CONT.

- CU

- CMU

- CONC.

- C.

- V.SHEAR

TEMPERATURE

TOP CHORD EXTENSION

SYMMETRICAL

STRUCTURAL

STRUCTURE

THICK

TENSION

SUPPORT

SPECIFICATIONS

SLIP CONNECTION

STIRRUPS

STIFFENER

STEEL

STANDARD

SPACE

SIMILAR

SHEET

- THK.

- TEMP.

- TCX

- SYMM.

- SUPT.

- STRUCT'L.

- STRUCT.

- T.

- STIR.

- STIFF.

- STL.

- STD.

- SPEC.

- SP.

- S.C.

- SIM.

- SHT.

REMAINDER

SAWN JOINT

ROOF DRAIN

ROOF TOP UNIT

RIGID FRAME

SECTION

SCHEDULE

REQUIRED

REINFORCING

PROJECTION

PRECAST CONCRETE

PIPE BRACE

REFER

RADIUS

POINT

PLATE

- REM.

- SECT.

- SCHED.

- S.J.

- R.D.

- RTU

- R.F.

- REQ'D.

- REINF.

- REF.

- RAD.

- PROJ.

- P/C

- PT.

- P.B.

L- P ; PL.

COLUMN

CLEAR

CHANNEL

CENTERED

CENTER LINE

CENTER TO CENTER

CEILING

BUILDING LINE

BUILDING

BRIDGING

BOTTOM CHORD EXTENSION

BOTTOM

BOTH WAYS

BLOCKING

BETWEEN

BEARING

BEAM

BASE PLATE

BACK TO BACK

AIR HANDLING UNIT

AIR CONDITIONER

AT

ARCHITECTURAL

APPROXIMATE

ANGLE

AND

ANCHOR BOLT

ALTERNATE

ADJACENT

ADDITIONAL

ABOVE FIN. FL.

ABBREVIATIONS USED ON STRUCTURAL DRAWINGS

L- BP

L- C

- COL.

- CL.

- C

- CNTRD.

- C/C

- CLG.

- B.L.

- B.W.

- BLDG.

- BRDG.

- BCX

- BOT.

- BLK'G.

- BTWN.

- BRG.

- BM.

- APPROX.

- B/B

- AHU

- A/C

- ARCH'L.

- L

- A.F.F.

- A.B.

- ALT.

- ADJ.

- ADDT'L.

- MIN.MINIMUM

PERPENDICULAR

PENETRATION

OUTSIDE FACE

OUTSIDE DIAMETER

OPPOSITE HAND

OPENING(S)

PERIMETER

OPPOSITE

ON CENTER

NOT TO SCALE

MOMENT CONNECTIONS

MISCELLANEOUS

NEAR SIDE

NUMBER

MOMENT

- PERP.

- PERIM.

- PEN.

- O.F.

- O.D.

- O.H.

- OPP.

- OPNG.(S)

- O.C.

- NO.

- N.T.S.

- N.S.

- M.C.

- MISC.

- M.

LESS THAN OR EQUAL TO

LARGER THAN OR EQUAL TO

LONG LEG VERTICAL

MECHANICAL

MANUFACTURER

MEZZANINE

METAL

MAXIMUM

MATERIAL

LOW POINT

LONG LEG HORIZONTAL

LONGITUDINAL

LIVE LOAD

- LLV

- MEZZ.

- MET.

- MECH'L.

- MAX.

- MAT'L.

- MFR.

- L.P.

- LLH

- LONG.

- L.L.

DEFORMED BAR ANCHOR - DBA.

LONG SIDE VERTICAL - LSV

NEW - (N)

FIELD VERIFY - F.V.

1. Design loads are as follows:

A. Roof live loads 20 PSF B. Roof dead loads (Canopy System) 7 PSF C. Ground snow loads: 0 PSF D. Wind pressure: unless noted otherwise, per ASCE 7-16 for:

i. Basic wind speed = 105 mph (Risk Category IV).

ii. Exposure C.

iii. Component and cladding wind pressure, PSF, for Wind Area = 10 SF:

a. Roof Overhang Zone 1: -35.88 E. Seismic provisions for overall building (assumed per ASCE 7-16):

a. Seismic Risk Category: IV.

b. Seismic Importance Factor: 1.5

c. Mapped Spectral Response Acceleration Parameters:

Ss =2.261g S1 =.9030g

d. Spectral Response Coefficients: Sds = 1.809; Sd1 = 1.204

e. Site Class: E

f. Seismic Design Category: F

g. Seismic Force Resisting System: Dual systems with intermediate moment frames capable of resisting at Least 25% of prescribed seismic loading

h. Design Base Shear: n/a

i. Seismic Response Coefficient (CS) = 0.5426

j. Analysis procedure: Equivalent Frame Method

F. Seismic provisions for canopies - assumed as non-structural appendages (per ASCE 7-16):

a. Component application factor: 2.5.

b. Component Importance Factor: 1.0

c. Component Response Factor: 1.5

2. Modifications to structure were designed in accordance with the IBC 2021 edition.

3. Consult structural engineer if design weights of canopies differ from those indicated on structural plans.

4. All existing conditions shall be field verified.

5. Contractor shall verify all dimensions prior to start of construction.

6. General contractor shall be responsible for coordination of other trades (Mech'l, Elec'l, etc.) Prior to fabrication and installation of materials.

7. General contractor shall be responsible for coordination of architectural and structural drawings prior to fabrication, forming, or placement of materials. General contractor shall report discrepancies immediately to architect and shall proceed with construction only after discrepancy has been resolved.

8. The details designated as "Typical Details" apply generally to the drawings in all areas where conditions are similar to those shown in the details.

1. Structural steel shall conform to AISC “Specification For The Design, Fabrication And Erection Of Structural Steel For Buildings”, latest edition.

2. All structural steel wide flange shapes shall be ASTM A992 (grade 50). HSS shapes shall be A500

gr. B. Standard pipe shall be ASTM A53, grade B. All other structural steel shall be A36.

3. Welded construction shall conform to the American Welding Society “Structural Welding Code”, D1.1

4. All welding shall be performed by welders certified with the last 12 months.

5. Full and partial penetration welds performed in the field shall be ultrasonically tested.

6. When welds are not called-out on drawings, they are minimum size continuous fillet welds in accordance with AWS D1.1.

7. All welds shall be made using E70 series electrodes.

8. All bolted connections shall use ASTM F3125 bolts unless noted otherwise. Temporary erection bolts may be ASTM A307

9. All bolts exposed to the elements shall be hot dipped galvanized or group 1, alloy 304 stainless steel 10.Submit structural steel shop drawings to architect for approval prior to fabrication.

11.All structural steel shall be shop primed. Primer shall be gray oxide with minimum 2 mil dry thickness.

12.Temporary construction bracing of the structural steel frame shall remain in place until after the floor and roof deck attachments have been completed and all permanent bracing has been installed.

13.The lifting and erection of pre-assembled elements, such as trusses or pre-fabricated framing, are considered special erection conditions. The selection of lift points and erection techniques are the responsibility of the contractor. Locate and provide sufficient lift points to prevent overstress and/or distortion of any components within the assembly. Provide temporary strong-backs, stiffeners and/or lifting devices as required.

1. Design and construction of premanufactured awnings and canopies are considered delegated designs and are the responsibility of the manufacturer. Canopy manufacturer shall coordinate connections to structure with Structural Engineer of Record.

2. Awnings and canopies shall be designed and constructed in accordance with the local building code.

3. Connections to building must be to structural members. Connections to wall veneers will not be allowed.

4. The contractor shall coordinate the manufacturer's work with all trades and conform to performance and appearance criteria indicated in sections and details provided by the architect.

5. Submit shop drawings and connection details for review.

6. Provide structural calculations, sealed by an engineer licensed to practice in any US state.

7. Design loads and structural performance criteria shall be as follows:

A. Wind: see general notes for wind speed and exposure. Design for uplift forces specified by the building code, limit vertical deflection to l/180. Wind controls uplift loading.

B. Seismic: see general notes for seismic design parameters. Seismic controls lateral loading. Limit lateral deflection to l/240.

C. Gravity:

i. Roof live load: 20 psf.

ii. Roof dead load: structure weight + weight of applied materials.

D. Deflections limits: LL= l/240; total load = l/180.

1. Shop drawings and/or product data for the following items are to be submitted to the structural engineer for review:

A. Canopy shop drawings and calculations B. Structural steel shop drawings and data

2. General contractor shall pre-check all shop drawings before submission to the engineer for review.

All submittals materials must bear the review stamp of the general contractor.

3. Allow 10 working days after date of delivery to the architect for engineer's review of shop drawings.

4. The use of reproductions of theses contract drawings, including the use of electronic files, by any contractor, subcontractor, erector, fabricator, or material supplier in lieu of the independent preparation of shop drawings signified their acceptance of all information shown hereon as correct and obligates themselves to any job expense, real or implied, arising due to any errors that may occur thereon. Such use of reproductions of these contract documents will not be allowed without prior consent from the engineer.

1. An independent testing lab shall be engaged to perform quality control testing and inspections.

2. Contractor shall cooperate and coordinate activities with testing lab.

3. Testing lab shall perform the following services:

A. Provide general inspection of structural steel connections with visual inspection of all field welds.

4. Special inspections are not required for this project.

GENERAL NOTES

GENERAL CONDITIONS

STRUCTURAL STEEL

PREMANUFACTURED AWNINGS AND CANOPIES

SHOP DRAWING REVIEW AND SUBMITTAL NOTES

TESTING LAB SERVICES

/2

7/

:1 1:

A

M

23 22 21 20 19 18

K

L

K.5

112'-6"

22'-6" 22'-6" 22'-6" 22'-6" 22'-6"

'-0

'-0

'-0

(E) W24x68(E) W24x61(E) W24x68(E) W24x68(E) W24x61

(E ) W x1

(E ) W x1

(E ) W x1

(E ) W x1

(E ) W x1

(E ) W x1

(E ) W x1

(E ) W x1

(E ) W x1

(E ) W x1

(E ) W x1

(E) W8x10

(E) C12x20.7

NEW CANOPY

1/S S3

111213141516

E.5

F

E

'-0

'-0

'-0

112'-6"

22'-6" 22'-6" 22'-6" 22'-6" 22'-6"

(E) W24x68 (E) W24x61 (E) W24x68 (E) W24x68 (E) W24x61

(E ) W x1

(E) C12x20.7

(E ) W x1

(E ) W x1

(E ) W x1

(E ) W x1

(E ) W x1

(E ) W x1

(E ) W x1

(E ) W x1

(E ) W x1

(E ) W x1

(E) W8x10

NEW CANOPY1/S

S3

NEW CANOPY1/S

S3

SS201

ENLARGED CANOPY

FRAMING PLANS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. Brian Porter

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006 972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

REPAIR & REMEDIATE

COURTYARDS 1,3, & 4

LOMA LINDA, CA

605-22-408

01/03/23 RLW BWTRevisions: Date:

1151 W. PIONEER PKWY. (817) 277-6686

ARLINGTON, TX 76013

Texas Registered Engineering Firm F-8284 C 2022 Copyright R. L. Woods & Associates, LLC

Structural and Forensic Engineering R. L. Woods & Associates, LLC

01-03-23

ISSUE FOR BID

OEI - LBL Joint Venture LLC

N

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

1 ENLARGED CANOPY FRAMING PLAN - COURTYARD 1

KEY PLAN

N

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

2 ENLARGED CANOPY FRAMING PLAN - COURTYARD 4

/2

7/

:1 2:

FLOOR EL.

GRID

2'- 6 1

5/1 6"

5'- 3 1

1/1 6"

8 3 /8"

F.

V.

F.

V.

C CANOPY CONN.L

EXIST. W24 BEAM,

REF. PLAN

NEW L3x3x1/4

3/SS301

2/SS301

3"

3'-0 1/2" F.V.

EXIST. C12x20.7

EXIST. 1/2"Ø RODS @ 11'-3" O.C.

NEW C10x15.3

STUCCO VENEER

EA. LEG

2"3/16

EXIST. C12x20.7

EXIST. 1/2"Ø RODS

@ 11'-3" O.C.

NEW C10x15.3

STUCCO VENEER

4"3/16

C CANOPY CONN.L

NEW L3x3x1/4

EXIST. 1/2"Ø RODS

@ 11'-3" O.C.

NEW C10x15.3

STUCCO VENEER

8 3 /8"

4/S S3

COMPRESSION SPACERS

BY CANOPY MFR.

2" 4"

2"

2" 3" 3" 2"

NEW VERT. CHANNEL

THRU-BOLTS BY

CANOPY MFR.

2"3/16

SS301

FRAMING DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. Brian Porter

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006 972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

REPAIR & REMEDIATE

COURTYARDS 1,3, & 4

LOMA LINDA, CA

605-22-408

01/03/23 RLW BWTRevisions: Date:

1151 W. PIONEER PKWY. (817) 277-6686

ARLINGTON, TX 76013

Texas Registered Engineering Firm F-8284 C 2022 Copyright R. L. Woods & Associates, LLC

Structural and Forensic Engineering R. L. Woods & Associates, LLC

01-03-23

ISSUE FOR BID

OEI - LBL Joint Venture LLC

CANOPY SECTION

1 TYPICAL DETAIL

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

2 DETAIL

SCALE: 1" = 1'-0"

3 DETAIL

SCALE: 1" = 1'-0"

4 DETAIL

SCALE: 3" = 1'-0"

/2

7/

:1 2:

GENERAL NOTES:

1. REMOVE ALL LANDSCAPE IMPROVEMENTS AND ROOFING

SYSTEMS EXCEPT ROOF STRUCTURE. REFER TO THE PHOTOS

AND SECTION DETAIL ON THIS SHEET FOR MORE DETAILS.

2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND

MATERIALS IN THE FIELD AND REPORT ANY DISCREPANCIES

TO THE COR.

3. THE CONTRACTOR SHALL COORDINTE WITH COR FOR HOURS

OF DEMOLITION

4. THE CONTRACTOR DEMOLISHES AND REMOVES ELECTRICAL

COMPONENTS THAT ARE NO LONGER REQUIRED. THE

CONTRACTOR SHALL ROUTE CONDUCTORS BACK TO THE

NEAREST JUNCTION BOX. REMOVE CONDUCTORS AND

CONDUITS AS REQUIRED.

5. THE CONTRACTOR IS TO COORDINATE WITH COR REGARDING

EXISTING FURNITURE BEFORE DEMOLITION BEGINS.

FURNITURE SHALL EITHER BE RETURNED TO VA OR DISPOSED

OF BY THE CONTRACTOR AT THE DIRECTION OF THE COR.

6. REFER TO PD201, PD202, AND PD203 FOR PLUMBING

DEMOLITION.

23 22 21 20 19 18

K

L

K.5

COURTYARD #1

SOFFIT ABOVE

SOFFIT ABOVE

1 1

DEMOLITION PLAN LEGEND:

EXISTING TO BE DEMOLISHED

EXISTING TO REMAIN

BOUNDARY OF DEMOLITION

TRENCH DRAIN TO BE DEMOLISHED

AREA DRAIN TO BE DEMOLISHED

KEY PLAN

3 4

EXIST. STRUCT. BEAM TO REMAIN

EXIST. COMPOSITE DECKING

TO REMAIN

EXIST. STRUCT. SLAB

TO REMAIN

FINISH SLAB W/ WIRE MESH

TO BE REMOVED

EXIST. LIQUID WATERPRROFING

TO BE REMOVED

V A

R

IE

S

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. Brian Porter

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

AD101

DEMOLITION PLAN - COURTYARD

REPAIR & REMEDIATE

COURTYARDS 1,3, & 4

LOMA LINDA, CA

605-22-408

01/03/2023 KL CH

ISSUE FOR BID

01/03/2023

N

1/8" = 1'-0"

DEMOLITION PLAN - COURTYARD 1

3" = 1'-0"

TYPICAL SECTION DETAIL - DEMOLITION

DEMOLITION KEYNOTES...

KEY VALUE KEYNOTE TEXT

1 EXISTING PAVING INCLUDING MULCH AND RIVER

ROCK REMOVED. SEE SECTIONAL DETAIL FOR

DEMOLITION.

2 EXISTING PLANTERS REMOVED. PATCH AND

REPAIR DAMAGED PORTION OF WALL TO MATCH

EXISTING AFTER DEMOLITION.

3 EXISTING STAIRS AND RAMPS REMOVED. PATCH

AND REPAIR DAMAGED PORTION OF WALL TO

MATCH EXISTING AFTER DEMOLITION.

4 EXISTING CANOPY REMOVED. PATCH AND

REPAIR DAMAGED PORTION OF WALL TO MATCH

EXISTING AFTER DEMOLITION.

5 EXISTING ELECTRICAL COMPONENTS REMOVED.

6 EXISTING BOLLARD W/ CARD READER TO

REMAIN

GENERAL NOTES:

1. REMOVE ALL LANDSCAPE IMPROVEMENTS AND ROOFING

SYSTEMS EXCEPT ROOF STRUCTURE. REFER TO THE PHOTOS

AND SECTION DETAIL ON THIS SHEET FOR MORE DETAILS.

2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND

MATERIALS IN THE FIELD AND REPORT ANY DISCREPANCIES

TO THE COR.

3. THE CONTRACTOR SHALL COORDINTE WITH COR FOR HOURS

OF DEMOLITION

4. THE CONTRACTOR DEMOLISHES AND REMOVES ELECTRICAL

COMPONENTS THAT ARE NO LONGER REQUIRED. THE

CONTRACTOR SHALL ROUTE CONDUCTORS BACK TO THE

NEAREST JUNCTION BOX. REMOVE CONDUCTORS AND

CONDUITS AS REQUIRED.

5. THE CONTRACTOR IS TO COORDINATE WITH COR REGARDING

EXISTING FURNITURE BEFORE DEMOLITION BEGINS.

FURNITURE SHALL EITHER BE RETURNED TO VA OR DISPOSED

OF BY THE CONTRACTOR AT THE DIRECTION OF THE COR.

6. REFER TO PD201, PD202, AND PD203 FOR PLUMBING

DEMOLITION.

23 22 21 20 19 18

E.5

F

COURTYARD #3

E

SOFFIT ABOVE

SOFFIT ABOVE

2 2 2

DEMOLITION PLAN LEGEND:

EXISTING TO BE DEMOLISHED

EXISTING TO REMAIN

BOUNDARY OF DEMOLITION

TRENCH DRAIN TO BE DEMOLISHED

AREA DRAIN TO BE DEMOLISHED

KEY PLAN

3 4

1 1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. Brian Porter

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

AD102

DEMOLITION PLAN - COURTYARD

REPAIR & REMEDIATE

COURTYARDS 1,3, & 4

LOMA LINDA, CA

605-22-408

01/03/2023 KL CH

ISSUE FOR BID

01/03/2023

N

1/8" = 1'-0"

DEMOLITION PLAN - COURTYARD 3

DEMOLITION KEYNOTES...

KEY VALUE KEYNOTE TEXT

1 EXISTING PAVING INCLUDING MULCH AND RIVER

ROCK REMOVED. SEE SECTIONAL DETAIL FOR

DEMOLITION.

2 EXISTING PLANTERS REMOVED. PATCH AND

REPAIR DAMAGED PORTION OF WALL TO MATCH

EXISTING AFTER DEMOLITION.

3 EXISTING STAIRS AND RAMPS REMOVED. PATCH

AND REPAIR DAMAGED PORTION OF WALL TO

MATCH EXISTING AFTER DEMOLITION.

4 EXISTING CANOPY REMOVED. PATCH AND

REPAIR DAMAGED PORTION OF WALL TO MATCH

EXISTING AFTER DEMOLITION.

5 EXISTING ELECTRICAL COMPONENTS REMOVED.

6 EXISTING BOLLARD W/ CARD READER TO

DEMOLITION PLAN LEGEND:

EXISTING TO BE DEMOLISHED

EXISTING TO REMAIN

BOUNDARY OF DEMOLITION

TRENCH DRAIN TO BE DEMOLISHED

AREA DRAIN TO BE DEMOLISHED

GENERAL NOTES:

1. REMOVE ALL LANDSCAPE IMPROVEMENTS AND ROOFING

SYSTEMS EXCEPT ROOF STRUCTURE. REFER TO THE PHOTOS

AND SECTION DETAIL ON THIS SHEET FOR MORE DETAILS.

2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND

MATERIALS IN THE FIELD AND REPORT ANY DISCREPANCIES

TO THE COR.

3. THE CONTRACTOR SHALL COORDINTE WITH COR FOR HOURS

OF DEMOLITION

4. THE CONTRACTOR DEMOLISHES AND REMOVES ELECTRICAL

COMPONENTS THAT ARE NO LONGER REQUIRED. THE

CONTRACTOR SHALL ROUTE CONDUCTORS BACK TO THE

NEAREST JUNCTION BOX. REMOVE CONDUCTORS AND

CONDUITS AS REQUIRED.

5. THE CONTRACTOR IS TO COORDINATE WITH COR REGARDING

EXISTING FURNITURE BEFORE DEMOLITION BEGINS.

FURNITURE SHALL EITHER BE RETURNED TO VA OR DISPOSED

OF BY THE CONTRACTOR AT THE DIRECTION OF THE COR.

6. REFER TO PD201, PD202, AND PD203 FOR PLUMBING

DEMOLITION.

111213141516

E.5

F

COURTYARD #4

E

SOFFIT ABOVE

SOFFIT ABOVE

EXIT LIGHT TO REMOVED AND

RELOCATE UNDER NEW CANOPY

KEY PLAN

3 4

3 5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. Brian Porter

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

AD103

DEMOLITION PLAN - COURTYARD

REPAIR & REMEDIATE

COURTYARDS 1,3, & 4

LOMA LINDA, CA

605-22-408

01/03/2023 KL CH

ISSUE FOR BID

01/03/2023

N

1/8" = 1'-0"

DEMOLITION PLAN - COURTYARD 4

DEMOLITION KEYNOTES...

KEY VALUE KEYNOTE TEXT

1 EXISTING PAVING INCLUDING MULCH AND RIVER

ROCK REMOVED. SEE SECTIONAL DETAIL FOR

DEMOLITION.

2 EXISTING PLANTERS REMOVED. PATCH AND

REPAIR DAMAGED PORTION OF WALL TO MATCH

EXISTING AFTER DEMOLITION.

3 EXISTING STAIRS AND RAMPS REMOVED. PATCH

AND REPAIR DAMAGED PORTION OF WALL TO

MATCH EXISTING AFTER DEMOLITION.

4 EXISTING CANOPY REMOVED. PATCH AND

REPAIR DAMAGED PORTION OF WALL TO MATCH

EXISTING AFTER DEMOLITION.

5 EXISTING ELECTRICAL COMPONENTS REMOVED.

6 EXISTING BOLLARD W/ CARD READER TO

25.5

25.5

8.5

8.5

CC

DD

C.5C.5

D.5D.5

E.5E.5

FF

GG

25.4

25.4

F.5F.5

JJ

HH

G.5G.5

J.5J.5

H.5H.5

KK

LL

MM

NN

K.5K.5

L.5L.5

M.5M.5

AS111

AS111

AS111

40'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 40'-6" 22'-6" 25'-4" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6"

'-6

'-6

'-6

'-6

'-6

'-6

'-0

'-6

'-6

5,960 SF

COURTYARD #4

CY02-4

6,020 SF

COURTYARD #3

CY02-3

4,022 SF

COURTYARD #1

CY02-1

EXIST. BLDG.

'-0

110'-6"

110'-6"

'-0

110'-6"

'-0

EE

AS122

AS122

AS122

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. Brian Porter

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

AS100

OVERALL COURTYARD PLAN -

LEVEL 2

REPAIR & REMEDIATE

COURTYARDS 1,3, & 4

LOMA LINDA, CA

605-22-408

01/03/2023 KL CH

ISSUE FOR BID

01/03/2023

3/64" = 1'-0"

OVERALL FLOOR PLAN - LEVEL 2

L

K.5

22'-6" 22'-6" 22'-6" 22'-6" 22'-6"

112'-6"

'-0

'-0

'-0

R

ID

G E

RIDGE

4,022 SF

COURTYARD #1

CY02-1

EXISTING BUILDING

AS401

S L O

P E

D

S L O

SLOPE

DN

AS300

S L O

S L O

SLOPE

DN

SLOPE

DN

SLOPE

DN

AS300

+6 1/2"

+0" TRENCH DRAIN

+6"

AS300

+2 1/2" TRENCH DRAIN W/

GRATE

-1/4" TRENCH DRAIN W/

GRATE - TYP.

+5 1/2"

AS300

+3"

1/4"

SLOPE

+5 1/2"

+0" TRENCH DRAIN

+0" TRENCH DRAIN

EXPANSION

JOINT

EXPANSION

JOINT

EXPANSION

JOINT

CANOPY

ABOVE - TYP.

S L O

S L O

-1/4" AREA DRAIN - TYP.

+4"

-1/4" AREA DRAIN - TYP.

+4"

-1/4" TRENCH DRAIN W/ GRATE

+4"+4"+4"

+3 1/2"

+4 1/2"

+2 1/2" TRENCH

DRAIN W/ GRATE

RIDGE +6"

23 22 21 20 19 18

E.5

F

22'-6" 22'-6" 22'-6" 22'-6" 22'-6"

112'-6"

'-0

'-0

6,020 SF

COURTYARD #3

CY02-3

SLOPE

DN

SLOPE

DN

S L O

SLOPE

DN

SLOPE

DN

S L O

SLOPE

DN

SLOPE

DN

S L O

AS301

AS301

AS301

AS301

S L O

S L O

S L O

S L O

S L O

S L O

S L O

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

RIDGE +6"

+4"+4"+3 1/2"+4"+4"

+4"+4"+4"+4"+4" +4"

TRENCH DRAIN

W/ GRATE

+2-1/2" - TYP.

TRENCH DRAIN

W/ GRATE

+2-1/2" - TYP.

TRENCH DRAIN

W/ GRATE

+2-1/2" - TYP.

TRENCH DRAIN W/ GRATE

+2-1/2" - TYP.

TRENCH DRAIN W/ GRATE

-1/4" - TYP.

+3 1/2" +4"+3 1/2"

+3 1/2"

+3 1/2" +3 1/2"

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

DASHED LINE

INDICATES SOFFIT

ABOVE

DASHED LINE

INDICATES SOFFIT

ABOVE

AS141

EXPANSION

JOINT

EXPANSION

JOINT

TRENCH DRAIN

TRENCH DRAIN

W/ GRATE

+2-1/2" - TYP.

TRENCH DRAIN

W/ GRATE

+2-1/2" - TYP.

+0"

E

'-0

111213141516

E.5

F

22'-6" 22'-6" 22'-6" 22'-6" 22'-6"

112'-6"

'-0

'-0

5,960 SF

COURTYARD #4

CY02-4

AS302

SLOPE

DN

SLOPE

DN

S L O

SLOPE

DN

SLOPE

DN

S L O

SLOPE

DN

SLOPE

DN

S L O

S L O

S L O

S L O

S L O

S L O

S L O

S L O

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

SLOPE

DN

AS302

AS302

AS302

DASHED LINE

INDICATES SOFFIT

ABOVE

DASHED LINE

INDICATES SOFFIT

ABOVE

CANOPY

ABOVE

AS401

TYP

AS401

TYP

AS401

TYP

EXPANSION

JOINT

EXPANSION

JOINT

CANOPY

ABOVE

+4"+4"+3 1/2"+4"+4"

+4"+4"+4"+4"+4" +4"

TRENCH DRAIN

W/ GRATE

+2-1/2" - TYP.

TRENCH DRAIN W/ GRATE

-1/4" - TYP.

TRENCH DRAIN W/

GRATE

-1/4" - TYP.

+3 1/2" +4" +3 1/2" +3 1/2" +3 1/2"

TRENCH DRAIN W/ GRATE

+2-1/2" - TYP.

TRENCH DRAIN W/ GRATE

+2-1/2" - TYP.

+3 1/2"

1' -0

1' -0

TRENCH DRAIN W/ GRATE

+2-1/2" - TYP.

TRENCH DRAIN W/ GRATE

+2-1/2" - TYP.

E

'-0

RIDGE +6"

FLOOR PLAN LEGEND:

TRENCH DRAIN W/ GRATE

AREA DRAIN

GENERAL NOTES:

A. ALL AREA DRAINS 1 1/2" BELOW EXIST. FIN. FLOOR OF BLDG.

B. REPAIR ALL THE WALLS WHICH ARE CURRENTLY COVERED BY

PLANTER BEDS. REPAIRS TO MATCH ADJACENT WALL FINISHES.

+X" TOP OF CONC. OR DRAIN ABOVE F.F.

- X" TOP OF CONC. OR DRAIN BELOW F.F.

KEY PLAN

3 4

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. Brian Porter

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

AS111

ENLARGED COURTYARD PLAN -

LEVEL 2

REPAIR & REMEDIATE

COURTYARDS 1,3, & 4

LOMA LINDA, CA

605-22-408

01/03/2023 KL CH

ISSUE FOR BID

01/03/2023

1/8" = 1'-0"

ENLARGED COURTYARD PLAN - COURTYARD 1

1/8" = 1'-0"

ENLARGED COURTYARD PLAN - COURTYARD 3

1/8" = 1'-0"

ENLARGED COURTYARD PLAN - COURTYARD 4

N

N N

L

K.5

22'-6" 22'-6" 22'-6" 22'-6" 22'-6"

112'-6"

'-0

'-0

'-0

4,022 SF

COURTYARD #1

CY02-1

EXISTING BUILDING

13'-9 1/2" 15'-9 1/4" 15'-9 1/4" 11'-1" 11'-1" 10'-2 3/4" 10'-3 1/4" 11'-2 1/2" 11'-3 1/2"

5' -8

/2

4'

-4

/4

4' -4

/4

4'

-4

/4

4' -4

/4

4'

-4

/2

4' -2

/4

4'

-2

4' -2

4'

-2

4' -2

3'

-9

23 22 21 20 19 18

E.5

F

22'-6" 22'-6" 22'-6" 22'-6" 22'-6"

112'-6"

'-0

'-0

6,020 SF

COURTYARD #3

CY02-3

E

'-0

10'-3" 10'-3" 11'-9" 11'-9 1/4" 11'-3" 12'-3" 10'-3" 10'-3" 11'-3" 11'-3 1/4"

5' -8

4'

-7

/4

4' -6

/4

4'

-7

4' -7

4'

-7

/4

4' -7

/2

4'

-7

/2

4' -7

/2

4'

-7

/2

4' -7

/2

3'

-6

111213141516

E.5

F

22'-6" 22'-6" 22'-6" 22'-6" 22'-6"

112'-6"

'-0

'-0

5,960 SF

COURTYARD #4

CY02-4

E

'-0

3' -6

4'

-7

/4

4' -7

/2

4'

-7

/2

4' -7

/2

4'

-7

/2

4' -7

/4

4'

-7

4' -7

4'

-6

/4

5' -1

/4

5'

-2

10'-2 7/8" 10'-3 1/8" 11'-8 7/8" 23'-0 1/8" 12'-3" 10'-2 7/8" 12'-3 1/8" 10'-3" 10'-3"

PAVING PATTERN PLAN LEGEND:

PAVING MATERIAL 1 (ARCHITECTURAL LIGHT GRAY COLORED CONCRETE - BROOM FINISH)

PAVING MATERIAL 4 (ARCHITECTURAL TAN COLORED CONCRETE - BROOM FINISH)

PAVING MATERIAL 2 (ARCHITECTURAL GRAY COLORED CONCRETE - BROOM FINISH)

PAVING MATERIAL 3 (ARCHITECTURAL CHARCOAL COLORED CONCRETE - BROOM FINISH)

GENERAL NOTES:

A. PATTERN TO BE CREATED BY 1/4" WIDE X 1" DEEP SAW CUT IN CONC. PAVING

B. ALL LINES FOR PAVEMENT DESIGN SHOWN ARE CONTROL JOINT U.N.O.

C. CONTRACTOR TO SUBMIT FOR APPROVAL SHOP DRAWINGS ILLUSTRATING AND DIMENSIONING

DESCRIPTION OF PROPOSED PROCESS & SEQUENCING TO ACHIEVE PROPOSED TEXTURES AND

COLORS.

FLOOR PLAN LEGEND:

TRENCH DRAIN

AREA DRAIN

KEY PLAN

3 4

BID OPTION:

CLIN 0001, BASE BID - CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SUPERVISION

AND TESTING FOR RENOVATING COURTYARDS 1, 3, & 4 AS DESCRIBED IN THE CONTRACT

DOCUMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. Brian Porter

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

AS121

CONCRETE PAVING PLAN

(CLIN-0001, BASE BID)

REPAIR & REMEDIATE

COURTYARDS 1,3, & 4

LOMA LINDA, CA

605-22-408

01/03/2023 KL CH

ISSUE FOR BID

01/03/2023

1/8" = 1'-0"

ENLARGED COURTYARD PLAN - COURTYARD 1 (PATTERN)

1/8" = 1'-0"

ENLARGED COURTYARD PLAN - COURTYARD 3 (PATTERN)

1/8" = 1'-0"

ENLARGED COURTYARD PLAN - COURTYARD 4 (PATTERN)

N

L

K.5

22'-6" 22'-6" 22'-6" 22'-6" 22'-6"

112'-6"

'-0

'-0

'-0

4,022 SF

COURTYARD #1

CY02-1

EXISTING BUILDING

CONTROL JOINT - TYP.

13'-9 1/2" 15'-9 1/4" 15'-9 1/4" 11'-1" 11'-1" 10'-2 3/4" 10'-3 1/4" 11'-2 1/2" 11'-3 1/2"

5' -8

/2

4'

-4

/4

4' -4

/4

4'

-4

/4

4' -4

/4

4'

-4

/2

4' -2

/4

4'

-2

4' -2

4'

-2

4' -2

3'

-9

23 22 21 20 19 18

E.5

F

E

22'-6" 22'-6" 22'-6" 22'-6" 22'-6"

112'-6"

'-0

'-0

6,020 SF

COURTYARD #3

CY02-3

'-0

CONTROL JOINT - TYP.

10'-3" 10'-3" 11'-9" 11'-9 1/4" 11'-3" 12'-3" 10'-3" 10'-3" 11'-3" 11'-3 1/4"

3' -6

4'

-7

/2

4' -7

/2

4'

-7

/2

4' -7

/2

4'

-7

/2

4' -7

/4

4'

-7

4' -7

4'

-6

/4

4' -7

/4

5'

-8

111213141516

E.5

F

E

22'-6" 22'-6" 22'-6" 22'-6" 22'-6"

112'-6"

'-0

'-0

5,960 SF

COURTYARD #4

CY02-4

'-0

CONTROL JOINT - TYP.

10'-3" 10'-3" 11'-9" 11'-9 1/4" 11'-3" 12'-3" 10'-3" 12'-3 1/4" 10'-3" 10'-3"

5' -2

5'

-1

/4

4' -6

/4

4'

-7

4' -7

4'

-7

/4

4' -7

/2

4'

-7

/2

4' -7

/2

4'

-7

/2

4' -7

/4

3'

-6

KEY PLAN

3 4

PAVING PATTERN PLAN LEGEND:

PAVING MATERIAL 2 (ARCHITECTURAL GRAY COLORED CONCRETE-BROOM FINISH)

GENERAL NOTES:

A. PATTERN TO BE CREATED BY 1/4" WIDE X 1" DEEP SAW CUT IN CONC. PAVING

B. ALL LINES FOR PAVEMENT DESIGN SHOWN ARE CONTROL JOINT U.N.O.

C. CONTRACTOR TO SUBMIT FOR APPROVAL SHOP DRAWINGS ILLUSTRATING AND

DIMENSIONING DESCRIPTION OF PROPOSED PROCESS & SEQUENCING TO ACHIEVE

PROPOSED TEXTURES AND COLORS.

BID OPTION

• CLIN 0002 - DEDUCTIVE ALTERNATE TO ELEMINATE COLOR / STANING AND PATTERN OF

CONCRETE.

FLOOR PLAN LEGEND:

TRENCH DRAIN

AREA DRAIN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. Brian Porter

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

AS122

CONCRETE PAVING PLAN

(CLIN-0002)

REPAIR & REMEDIATE

COURTYARDS 1,3, & 4

LOMA LINDA, CA

605-22-408

01/03/2023 KL CH

ISSUE FOR BID

01/03/2023

1/8" = 1'-0"

ENLARGED COURTYARD PLAN - COURTYARD 1 (PAVING)

1/8" = 1'-0"

ENLARGED COURTYARD PLAN - COURTYARD 3 (PAVING)

1/8" = 1'-0"

ENLARGED COURTYARD PLAN - COURTYARD 4 (PAVING)

N

LEVEL 2

118' - 0"

23 22 21 20 19 18

2ND FL. PLATFORM

127' - 11"

LEVEL 4

154' - 0"

4TH FL. PLATFORM

163' - 11"

PENTH. FL.

172' - 0"

22'-6" 22'-6" 22'-6" 22'-6" 22'-6"

PENTH. 2 FL

186' - 9"

EXIST. RAILING - TYP.

TENSILE STRUCTURE

WITH PES/PVC - TYP.

DESIGN BY MANUF.

SEE GENERAL NOTE 1

23 22 21 20 19 18

K

L

K.5

22'-6" 22'-6" 22'-6" 22'-6" 22'-6"

'-0

'-0

TENSILE STRUCTURE

WITH PES/PVC - TYP.

DESIGN BY MANUF.

SEE GENERAL NOTE 1

10'-4 1/2"

4' -1

1/

4"

EXIST. RAILING

EXIST. RAILING

23 22 21 20 19 18

E.5

F

AS141

TENSILE STRUCTURE

WITH PES/PVC - TYP.

DESIGN BY MANUF.

EXIST. RAILING

EXIST. RAILING

22'-6" 22'-6" 22'-6" 22'-6" 22'-6"

'-0

'-0

E

111213141516

E.5

F

TENSILE STRUCTURE

WITH PES/PVC - TYP.

DESIGN BY MANUF.

EXIST. RAILING

EXIST. RAILING

22'-6" 22'-6" 22'-6" 22'-6" 22'-6"

'-0

'-0

E

GENERAL NOTES:

1. CONTRACTOR TO PROVIDE TENSILE SUPPORTED SHADING

STRUCTURE AS GENERALLY INDICATED HEREIN. SHADING DEVICE

SHALL CONSIST OF TENSILE CABLSE IN A GRID PATTERN

GERNERALLY FOLLOWING THE DIMENSIONS PROVIDED. EXACT

DIMENSIONS SHALL BE AS PROVIDED BY THE MANUFACTURER.

2. SHADING ELEMENTS SHALL BE PES/PVC MATERIAL EITHER LIGHT

BLUE OR LIGHT GREY IN COLOR. SHADING DEVICE SHALL BE

DESIGNED FOR EXTERIOR USAGE AND SHALL BE RESISTANT TO

WEATHERING. EXACT MATERIALS AND CONFIGURATION SHALL BE

AS PROVIDED BY THE MANUFACTURER.

3. SHADING DEVICE SHALL BE SECURED ON ALL SIDES TO EXISTING

STRUCTURE. METHOD OF ATTACHMENT SHALL BE PER

MANUFACTURER'S RECOMMENDATION.

4. BEFORE CONTRACTOR OBTAINS OR INSTALLS SHADING DEVICE,

CONTRACTOR MUST PROVIDE COMPLETE SHOP DRAWINGS

FROM THE MANUFACTURER TO THE COR FOR APPROVAL. SHOP

DRAWINGS MUST INCLUDE STRUCTURAL ENGINEERING DESIGN

WITH SEAL FOR METHOD OF ATTACHMENT TO EXISTING

STRUCTURE.

KEY PLAN

3 4

BID OPTION:

CLIN 0001, BASE BID - CONTRACTOR TO PROVIDE ALL LABOR,

MATERIALS, EQUIPMENT, SUPERVISION AND TESTING FOR

RENOVATING COURTYARDS 1, 3, & 4 AS DESCRIBED IN THE

CONTRACT DOCUMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. Brian Porter

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

AS141

SHADING DEVICE PLAN REPAIR & REMEDIATE

COURTYARDS 1,3, & 4

LOMA LINDA, CA

605-22-408

01/03/2023 KL CH

ISSUE FOR BID

01/03/2023

1/8" = 1'-0"

BUILDING SECTION - TYP

1/8" = 1'-0"

SHADING PLAN - COURTYARD 1

1/8" = 1'-0"

SHADING PLAN - COURTYARD 3

1/8" = 1'-0"

SHADING PLAN - COURTYARD 4

N

AS201

8'-0"

9 1/4" 3" 3" 5'-5 1/2" 6" 9 1/4"

C.L. HANGER ROD

C.L. LOWER ANCHOR

TS 3 X 3 X 1/4" STEEL HANGER TUBE

WELDED TO PL 8" X 7" X 0.500

3" X 6" WIDE X 0.078 FLAT SOFFIT

EXTR. ALUM. INTERLOCKING

DECKING

EXTR. ALUM. 8" FASCIA

3/8" - 16 X 1 1/4" HEX HEAD

TRHREAD ROLLING SCREW

3/8"Ø MACHINE BOLT ASSEMBLY

2"Ø DRAIN HOLE FIELD LOCATE

& INSTALL DRAIN STUB

EXIST. EXTR. WALL

METAL DECK

4' -0

3/8" - 16 X 1 1/4" HEX

HEAD THREAD

ROLLING SCREW

2" X 3" X 0.25 SPACER

#12 - 24 5PT X 1 1/4"

DECKING TEK SCREW

EXTR. ALUM. 8" FASCIA

3" X 6" WIDE X 0.078 FLAT

SOFFIT EXTR. ALUM.

INTERLOCKING DECKING

1/2"Ø 24" THRU THREADED

ROD W/ WASHERS, NUTS &

3"Ø X 0.25 PLTD STEEL

BACKING PLATE

4"

EXIST. STOREFRONT & DOOR

EXIST. EXTR. WALL

FLASHING - PROVIDED BY MANUF.

SEALANT BY CANOPY INSTALLER

AS201

NEW EXIT SIGN - LIGHTED

SEALANT

EXIST. WALL

ALUM. COUNTER FLASHING

ALUM. FLASHING

ALUM. CANOPY

ALUM. CANOPY FRAME

SAW CUT JOINT

AS201

2" DIA. DRAIN HOLE

FIELD LOCATE &

INSTALL DRAIN STUB

EXTR. ALUM. 8" FASCIA

FLAT SOFFIT EXTR. ALUM.

INTERLOCKING DECKING

LINE OF EXIST. EXTR. WALL

EXIST. STOREFRONT

4' -0

8'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. Brian Porter

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

AS201

CANOPY & DETAILS REPAIR & REMEDIATE

COURTYARDS 1,3, & 4

LOMA LINDA, CA

605-22-408

01/03/2023 KL CH

ISSUE FOR BID

01/03/2023

1" = 1'-0"

CANOPY DETAIL - PLAN

1" = 1'-0"

CANOPY DETAIL - SECTION

3" = 1'-0"

CANOPY DETAIL - ALUM. FLASHING

1" = 1'-0"

CANOPY DETAIL - CEILING PLAN

KL K.5

2ND FL. PLATFORM

127' - 11"

SLOPE DN

EXIST. METAL DECK EXIST. METAL DECKEXIST. STRUCTURAL

CONC. SLAB

EXIST. STRUCTURAL

CONC. SLAB ON MTL. DECK

EXIST. STRUCTURAL

CONC. SLAB ON MTL. DECK

CONC. PAVING ON 1/2"

WATERPROOFING

TRENCH DRAIN TRENCH DRAIN

SLOPE DN

6"

1/ 4"

1/ 4"

4,022 SF

COURTYARD #1

CY02-1

4'-2" 1'-6" 21'-11 1/2" 20'-10" 1'-6" 2'-3"

V A

R

IE

S

V A

R

IE

S

LEVEL 2

118' - 0"

KL K.5

2ND FL. PLATFORM

127' - 11"

4,022 SF

COURTYARD #1

CY02-1

SLOPE DN

EXIST. METAL DECK EXIST. METAL DECKEXIST. STRUCTURAL

CONC. SLAB

EXIST. STRUCTURAL

CONC. SLAB ON MTL. DECK

EXIST. STRUCTURAL

CONC. SLAB ON MTL. DECK

CONC. PAVING ON 1/2"

WATERPROOFING

TRENCH DRAIN TRENCH DRAIN

SLOPE DN

1/

2"

1/

2"

6"

4'-2" 1'-6" 21'-11 1/2" 20'-10" 1'-6" 2'-0"

V A

R

IE

S

V A

R

IE

S

LEVEL 2

118' - 0"

KL K.5

2ND FL. PLATFORM

127' - 11"

4,022 SF

COURTYARD #1

CY02-1

EXIST. METAL DECK EXIST. STRUCTURAL

CONC. SLAB

EXIST. STRUCTURAL

CONC. SLAB ON MTL. DECK

EXIST. STRUCTURAL

CONC. SLAB ON MTL. DECK

CONC. PAVING ON 1/2"

WATERPROOFING

SLOPE DN

TRENCH DRAIN TRENCH DRAIN

SLOPE DN

4'-2" 1'-6" 21'-11 1/2" 20'-10" 1'-6" 3'-8"

1/

2"

6"

1/

2"

LEVEL 2

118' - 0"

23 22 21 20 19 18

2ND FL. PLATFORM

127' - 11"

7'-9"7'-0"7'-9"6'-9"7'-0"6'-9"7'-7"7'-0"7'-7"7'-6"8"7'-2"7'-2"8"7'-2"7'-2"8"7'-2"

4,022 SF

COURTYARD #1

CY02-1

1/ 4" 2" 1/ 4" 2" 1/ 4" 3

1/ 2"

1/

2"

1/

2"

1/

2"

3"

1/ 4"

SLOPE DNSLOPE DN SLOPE DNSLOPE DN SLOPE DNSLOPE DN SLOPE DNSLOPE DN SLOPE DNSLOPE DNSLOPE DN SLOPE DN

EXIST. METAL DECK EXIST. STRUCTURAL

CONC. SLAB

CONC. PAVING ON 1/2"

WATERPROOFING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, Mr. Brian Porter

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

9…