Attachment C - Arch Drawings.pdf

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

DEMOLITION KEYNOTE

WINDOW TYPE

TOILET ACCESSORY

ROOF PITCH SYMBOL

DOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

1 #

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND

CONTRACTOR BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING PRODUCT DIMENSIONS AND DETAILS FROM BASIS OF DESIGN PRODUCT.

PRODUCTS MAY CHANGE IN DIMENSION AND DETAIL BEFORE THEY ARE INCORPORATED INTO

WORK. PRODUCTS FROM OTHER MANUFACTURER’S ARE ALSO ACCEPTABLE. DIMENSIONS AND DETAILS FOR ALTERNATE PRODUCTS MAY VARY FROM BASIS OF DESIGN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED INTO WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS REPONSIBLE FOR ACCOMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO

BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER

QUANTITY OF WORK.

5. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE

DRAWINGS AND SPECIFICATIONS.

6. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT, FOR EACH PHASE. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND

ACTUAL FIELD CONDITIONS, NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

7. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL

GOVERN.

8. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

9. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

10. REFER TO ALL OTHER TRADE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THIS

PROJECT.

11. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED ITEMS: PROVIDE SUPPLEMENTAL FRAMING AT WALL OPENINGS INCLUDING KING STUDS, JACK STUDS, AND CRIPPLE STUDS, AS

REQUIRED FOR COMPLETION OF THE WORK.

12. DIMENSIONS SHOWN ARE TO FACE OF STUD FRAMING, FACE OF CONCRETE/MASONRY WALLS, OR FINISHED

FACE OF EXISTING WALL SURFACE.

13. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT GENERAL WORK AND DO NOT

PORTRAY FULL SCOPE OF THE PROJECT. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA OF DEBRIS PRIOR TO

PROCEEDING WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OF, OFF PROJECT GROUNDS. COORDINATE

WITH COR.

4. AT AREAS INDICATED TO BE PATCHED AND REPAIRED, FOR ADDITION AND RENOVATION PROJECTS: THE CONSTRUCTION AND ASSEMBLY OF THE PATCH OR REPAIR SHALL MATCH THE ASSEMBLY AND INTEGRITY OF THE ADJACENT EXISTING CONSTRUCTION, FOR FIRE RATING, MATERIALS, FINISH, THICKNESS, AND QUALITY.

5. COORDINATE WORKING HOURS ALLOWED FOR DEMOLITION AND WASTE REMOVAL WITH COR.

6. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH

EXISTING.

7. CONTRACTOR SHALL PROTECT AREA ADJACENT TO THE DEMOTION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES, (IF DAMAGED REPAIR, RE-PATCH, SAND SMOOTH AND REFINISH TO MATCH EXISTING.)

REPAIR OR REPLACE ITEMS DAMAGED DURING CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST.

8. THE INFORMATION CONTAINED IN THESE DEMOLITION DOCUMENTS DEFINES GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING ALL DEMOLITION REQUIRED FOR THE

COMPLETION OF THE PROJECT.

9. DO NOT ENCROACH ON ADJACENT OCCUPIED AREAS NOT IDENTIFIED WITHIN THE SCOPE OF WORK.

10. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION REGARDING DEMOLITION OF ELECTRICAL

SYSTEMS.

11. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW, OR OUTSIDE THE PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR, PROVIDE DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A PART OF THE SCOPE OF THE PROJECT.

12. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION OF SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE. DISCOVERY OF UTILITIES OR CONDITIONS LOCATED DIFFERING FROM THOSE INDICATED OR THAT

ARE NOT IDENTIFIED, SHALL BE REPORTED TO THE COR.

13. AFTER REMOVAL OF EXISTING SOLID CONCRETE MASONRY WALL, FILL FLOOR VOIDS UP TO FINISH CONCRETE

LEVEL AND PERFORM FLOOR LEVELING FOR ENTIRE AREA OF RENOVATION.

14. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY COR AND ARCHITECT OF ANY

CONFLICTS PRIOR TO PROCEEDING WITH DEMOLITION.

15. ALL ITEMS BEING SALVAGED OR REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER UNTIL CONFIRMATION HAS BEEN MADE AS TO WHETHER THE OWNER WILL RETAIN SUCH ITEMS. ALL ITEMS NOT BEING RETAINED BY THE OWNER OR DESIGNATED ON THE DRAWINGS, ARE TO BE RELOCATED OR

REINSTALLED FROM THE SITE BY CONTRACTOR IN APPROVED MANNER.

16. CONTRACTOR SHALL NOTIFY COR OF ANY AREA REQUIRING DEMOLITION OTHER THAN SHOWN IN THESE DRAWINGS DUE TO UNFORSEEN CONDITIONS, TO ACCOMMODATE INSTALLATION OF ALL OTHER TRADES (INCLUDING ROOF PENETRATIONS). AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE

MATERIALS AND FINISHES TO MATCH EXISTING.

17. COORDINATE WITH COR FOR CONSTRUCTION ACCESS ROUTE AND LOCATIONS OF DUMPSTER AREA.

COORDINATE WITH COR FOR SCHEDULE OF USE OF ACCESS ROUTE FOR WASTE REMOVAL AND CONTRACTOR

USE OF FREIGHT ELEVATOR (AS REQUIRED).

18. CONTRACTOR SHALL RECYCLE ALL SOLAR PANELS, CONDUIT, EQUIPMENT, ETC AND PROVIDE CERTIFICATION

OF RECYCLED MATERIAL TO THE COR.

ALL QUANTITIES FOR ITEMS LISTED IN THE "REPAIR ITEMS AND QUANTITIES" TABLE

ABOVE ARE THE MINIMAL QUANTITIES NOTED REQUIRED AND THE CONTRACTOR IS

REQUIRED TO SURVEY THE SITE PRIOR TO SUBMITTING THEIR BID TO VERIFY CORRECT

QUANTITIES OF WORK REQUIRED.

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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AG001

ARCHITECTURAL SYMBOLS,

ABBREVIATIONS AND NOTES

1 10OKM

ROOF REPLACEMENT AND

LIGHTNING PROTECTION

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON ST, LOMA LINDA,

CA 92357 DECEMBER 20, 2023

100% BID DOCUMENTS

605-20-41121-330-Q31

TM

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND GENERAL NOTES

DEMOLITION NOTES

RAILINGS ON ROOF AROUND INT COURT 340 LF

ROOF/OVERFLOW DRAINS 33 EACH 4" DIAMETER DRAINS TYPICAL

INSTALL EXPANSION JOINT COVER OVER EXISTING EXPANSION JOINT

AS INDICATED 70 LF EXISTING EXPANSION JOINT TO BE REPLACED WITH METAL EXPANSION JOINT COVER

ITEM/DESCRIPTION QUANTITY UNIT REMARKS/NOTES

CLC 1 BUILDING

ROOF HATCH REPLACEMENT 1 EACH REPLACE ROOF AT UPPER LEVEL ROOF OF ANNEX BUILDING

ROOF/OVERFLOW DRAINS 15 EACH 4" DIAMETER DRAINS TYPICAL

REFINSH HAND RAILS ON ROOF AROUND INTERNAL COURT YARDS 100 LF 36" HIGH HANDRAILS, STRIP TO METAL AND REFINSH WITH PAINT COLOR MATCHING...

VERTICAL CONTROL JOINTS IN STUCCO PARAPET WALLS 80 EACH 3' HIGH REMOVE AND INSTALL NEW SEALANT

HORIZONTAL SEALANT AT TOP OF FLASHING IN STUCCO PARAPET

WALL 800 LF

REMOVE SEALANT AT TOP OF FLASHING JOINT COMPLETELY AND INSTALL NEW SEALANT

JOINT.

ITEM/DESCRIPTION QUANTITY UNIT REMARKS/NOTES

ANNEX BUILDING

REPLACE FLASHING AND SEALANT @ PENTHOUSES, BELOW SPLIT

FACES CMU 200 LF REPLACE AS NECESSARY BASE FLASHING AND SEALANT @ PENTHOUSE 2 + 6

ROOF HATCH 9 EACH REPLACE ROOF HATCH @ TOP OF PENTHOUSES

REFINSH HAND RAILS ON ROOF AROUND INTERNAL COURTYARDS 900 LF

36" HIGH HANDRAILS, STRIP TO METAL AND REFINSH WITH PAINT COLOR MATCHING

EXISTING RAILINGS

ANTENNA POST SECURED TO SUBSTRATE 2 EACH

EXISTING GRAVIT MOUNTED ANTENNAS TO BE INSTALLED PERMINATE TYPE MOUNT

PRIOR TO REROOF

VERTICAL CONTROL JOINTS IN STUCCO PARAPET WALLS 220 EACH 3' HIGH REMOVE AND INSTALL NEW SEALANT

HORIZONTAL SEALANT AT TOP OF FLASHING AT CONCRETE PARAPET

WALL 560 LF

REMOVE SEALANT AT TOP OF FLASHING JOINT COMPLETELY AND INSTALL NEW SEALANT

JOINT.

HORIZONTAL SEALANT AT TOP OF FLASHING IN STUCCO PARAPET

WALL AND PENTHOUSE ROOFS 2800 LF

REMOVE SEALANT AT TOP OF FLASHING JOINT COMPLETELY AND INSTALL NEW SEALANT

JOINT.

ROOF/OVERFLOW DRAINS 28 EACH 4" DIAMETER DRAINS TYPICAL

ITEM/DESCRIPTION QUANTITY UNIT REMARKS/NOTES

MAIN HOSPITAL BUILDING

REPAIR ITEMS AND QUANTITIES

NOTE:

DocuSign Envelope ID: 6043734F-C02F-4C86-A533-C1342BFCF722

12/22/2023

A

C

G

F

H

I

LL

J

K

4 87 9 10 13 14 322

ANNEX

MM

N

Q

O

9 9

9 9

4 4 44

CLC

N.I.C. N.I.C.

N.I.C.

323334

3 35 28

36 37

41 41

PH 1

PH 2

PH 3

PH 4

PH 5

PH 6

PH 7

22'-0" 13'-6" 52'-6" 111'-0" 47'-6" 111'-0" 50'-0" 10'-0" 26'-0"

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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AD101

ROOF DEMOLITION PLAN - MAIN

BUILDING

2 10OKM

ROOF REPLACEMENT AND

LIGHTNING PROTECTION

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON ST, LOMA LINDA,

CA 92357 DECEMBER 20, 2023

100% BID DOCUMENTS

605-20-41121-330-Q31

TM

N

KEY PLAN

SCALE: NO SCALE

Scale: 1" = 20'-0"

ROOF DEMOLITION PLAN - MAIN BUILDING

NORTH

0 2010 40

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT

ALL ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE.

B. CONTRACTOR TO SET UP AND MAINTAIN

TEMPORARY GUARDS AT EDGE OF ROOF

WHERE WORK IS BEING PERFORMED AND ALL

PERSONNEL WEAR PROPER SAFE DEVICES/FALL

PROTECTION.

C. CONTRACTOR TO REMOVE ALL ROOF DRAIN

COVERS AND PROVIDE BLOW DOWN OF DRAIN

PIPES TO ENSURE NO BLOCKAGE.

D. ALL LIGHTNING PROTECTION IS CONNECTED

CONTINUOUSLY IN A LOOP RUNNING ON TAG

PARAPET OF THE ROOF PERIMETER, IDENTIFY +

PROTECT EXISTING CONNECTIONS TO

LIGHTNING PROTECTION SYSTEM DOWN

CONDUCTOR FOR CONNECTION TO NEW

SYSTEM COMPONENTS. NEW LIGHTNING

PROTECTION TO BE INSTALLED, SEE

ELECTRICAL DOCUMENTS FOR VA

REQUIREMENTS.

E. CONTRACTOR SHALL ENSURE ROOF SLOPE TO

DRAINS, MINIMUM SLOPE IS 1/4" PER 1'-0".

F. CONTRACTOR SHALL PROVIDE FLASHING,

WATER PROOFING, AND FIRE STOPPING AS

REQUIRED FOR ALL PIPING, SUPPORTS,

CONDUIT, OR ANY ITEM ON THE NEW ROOF.

G. CONTRACTOR SHALL BE REQUIRED TO SET UP

PROJECT PHASING FOR REMOVAL AND

REPLACEMENT OF ROOFING. SHALL NOT

REMOVE MORE ROOFING THAN WHAT CAN BE

REPLACED IN ONE DAY.

H. RECYCLE ALL SOLAR PANELS/EQUIPMENT, SEE

NOTE 18 (DEMOLITION NOTES) SHEET AG001.

1 REMOVE EXISTING SINGLE PLY ROOF SYSTEM,

INSULATION, PROTECTION BOARD, WALK PADS, ETC.

TO SUBSTRATE.

2 EXISTING EXHAUST FAN TO REMAIN.

3 EXISTING ROOF TOP EQUIPMENT TO REMAIN.

4 EXISTING ROOF DRAINS AND OVERLOW DRAINS TO BE

REMOVED AND REPLACED, SEE PLUMBING

DRAWINGS/SPECIFICATIONS.

5 EXISTING ROOF HATCH TO BE REMOVED AND

REPLACED.

6 EXISTING EQUIPMENT STANDS NO LONGER IN USES,

REMOVE FROM ROOF.

7 EXISTING DUCTWORK ON RAISED SUPPORTS TO

REMAIN.

8 EXISTING PIPE ON ROOF TO REMAIN.

9 EXISTING SOLAR EQUIPMENT TO BE REMOVED

COMPLETELY BY VA. ALL SOLAR EQUIPMENT IS

GRAVITY MOUNTED ONTO ROOF, REMOVE ALL SOLAR

PANELS, SUPPORTS, BRACKETS, DISCONNNECTS,

JUNCTION BOXES, OTHER ASSOCIATED EQUIPMENT,

ALL CONDUIT BACK TO ELECTRICAL PANEL (DO NOT

REMOVE ELECTRICAL PANELS).

10 EXISTING ANTENNA TO BE REMOVED. PATCH/PLUG ALL

HOLES FOR CONDUIT OR WIRES THROUGH SLAB PRIOR

TO REROOFING.

11 EXISTING VENTS THROUGH ROOF TO REMAIN.

12 CONCRETE PARAPET, NO FINISH OR COPING ON

PARAPET.

13 EXISTING METAL COPING CAP ON PARAPET WITH

STUCCO FINISH, REMOVE SEALANT AND REPLACE AT

CONNECTION WITH OTHER MATERIAL AT WALL AND

CONCRETE PARAPET.

14 EXISTING PIPING MOUNTED ON EXISTING EQUIPMENT

STANDS TO REMAIN.

15 EXISTING OPENING TO BE ENCLOSED AND REROOFED

AS PART OF THE PROJECT.

16 EXISTING DUCT WORK TO REMAIN.

17 REMOVE AND REPLACE SEALANT AT TOP OF FLASHING

AROUND ALL PENTHOUSES (ALL SITUATIONS TYPICAL).

18 MOUNTED SURVEILLANCE CAMERA ASSEMBLY TO

REMAIN.

19 REPAIR EXISTING COPING CONNECTION AND RESEAL.

20 APPROXIMATE OUTLINE OF SOLAR ARRAY - FIELD

VERIFY.

21 MECHANICAL PENTHOUSE TO BE REROOFED AS PART

OF PROJECT.

22 OPEN AREAS OF ROOF TO COURTYARD BELOW.

23 REMOVE AND REPLACE SEALANT AT VERTICAL

CONNECT OF STUCCO FACED PARAPETS AND

CONCRETE PARAPETS (ALL SITUATIONS TYPICAL).

24 EXISTING ANTENNA/SATILLITE DISH MOUNTED ON POLE

SECURED TO SUBSTRATE. REMOVE DISH AND POLE

FROM SLAB. PATCH SLAB AND SEAL ALL CONDUIT/WIRE

PENETRATIONS THROUGH SLAB PRIOR TO REROOFING.

25 REMOVE AND REPLACE SEALANT AT TOP OF FLASHING

ON CONCRETE PARAPET WALLS (ALL SITUATIONS

TYPICAL).

26 EXISTING STEAM PIPE THROUGH ROOF, TO REMAIN.

REFLASH BASE OF PIPE AT NEW ROOF.

27 EXISTING CONDUIT ON GRAVITY MOUNTED SUPPORTS

FOR ANTENNAS TO REMAIN.

28 EXISTING HOLLOW METAL DOOR AND FRAME. REMOVE

AND REPLACE SEALANT AROUND ENTIRE FRAME.

29 EXISTING ROOF COUNTER FLASH AT STUCCO FINISHED

WALLS.

30 EXISTING SPOT LIGHT SYSTEM MOUNTED ON PAD TO

REMAIN, INCLUDING CABLES AND BOX.

31 EXISTING HOSE BIBB TO REMAIN, REMOVE AND

REPLACE FLASHING AT ROOF.

32 FLAT STEEL HANDRAILS AROUND OPENING TO

COURTYARD BELOW TO REMAIN.

33 EXISTING METAL COPING CAP OVER LOW ROOF AT

EDGE TO BE REMOVED AND SALVAGED FOR

REPLACEMENT AFTER INSTALLATION OF NEW ROOF.

34 REMOVE AND REPLACE EXISTING FLASHING AT

PENTHOUSE WALL WITH SPLIT FACE CONCRETE AND

OTHER WALLS PANEL WALL TYPE.

35 EXISTING SPLIT SYSTEM AC UNITS TO REMAIN.

36 EXISTING METAL CANOPY ROOF. REMOVE AND

REPLACE SEALANT ALONG EDGE CONNECTING TO

PENTHOUSE.

37 EXISTING ELECTRICAL EQUIPMENT ON METAL PAD,

CONTRACTOR TO COORDINATE WORK ON THIS AREA

WITH C.O.R. REGARDING ANY INTERRUPTION OF

POWER. EQUIPMENT MOUNTED ON THE ROOF CAN BE

REMOVED AND REINSTALLED TO ROOF AND FLASH

AROUND EQUIPMENT.

38 EXISTING ANTENNA TOWER SECURED TO WALL OF

PENTHOUSE, REMOVE ROOFING + INSULATION

WITHOUT MOVING ANTENNA.

39 REPLACE EXISTING FLASHING MISSING AT CONCRETE

PARAPET. 10 LF

40 REMOVE AND REPLACE DAMAGED COPING CAP ALONG

ENTIRE LENGTH OF RUN, APPROXIMATELY 40 LF,

MATCH EXISTING COPING MATERIAL, FINISH, AND

COLOR OR EXISTING COPING ON THIS ROOF.

41 REMOVE AND REPLACE DAMAGED STUCCO AT

PARAPET WALL, 5 SF PER REPAIR.

42 EXISTING METAL COPING ON PARAPET TO REMAIN.

43 REMOVE EXISTING MECHANICAL UNIT CURB FROM

ROOF. PATCH SLAB AND SEAL ALL CONDUIT/WIRE

PENETRATIONS THROUGH SLAB BEFORE REROOFING.

EQUIPMENT TO BE DISCONNECTED PRIOR BY VA.

44 REMOVE EXISTING CAPPED CURB AND 4 CONDUIT STUB

UPS AND PATCH (PHOTO #1A-401).

L

M

16 20

MAIN

BUILDING

Q

28 29 30

9 9

9 9

4 4 4

2727 4

34 34

55'-5 3/4" 37'-0" 54'-0" 113'-0"

56'-0"

G

MM

4 4

MAIN

BUILDING

12 24

24 12

12 24 12 24

12 24

45'-0" 115'-0"

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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R o o f_ o m a n ts c h

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AD102

ROOF DEMOLITION PLAN - CLC &

ANNEX

3 10OKM

ROOF REPLACEMENT AND

LIGHTNING PROTECTION

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON ST, LOMA LINDA,

CA 92357 DECEMBER 20, 2023

100% BID DOCUMENTS

605-20-41121-330-Q31

TM

NORTH

0 2010 40

Scale: 1" = 20'-0"

ROOF DEMOLITION PLAN - CLC

N

KEY PLAN

SCALE: NO SCALE

NORTH

0 2010 40

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT

ALL ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE.

B. CONTRACTOR TO SET UP AND MAINTAIN

TEMPORARY GUARDS AT EDGE OF ROOF

WHERE WORK IS BEING PERFORMED AND ALL

PERSONNEL WEAR PROPER SAFE DEVICES/FALL

PROTECTION.

C. CONTRACTOR TO REMOVE ALL ROOF DRAIN

COVERS AND PROVIDE BLOW DOWN OF DRAIN

PIPES TO ENSURE NO BLOCKAGE.

D. ALL LIGHTNING PROTECTION IS CONNECTED

CONTINUOUSLY IN A LOOP RUNNING ON TAG

PARAPET OF THE ROOF PERIMETER, IDENTIFY +

PROTECT EXISTING CONNECTIONS TO

LIGHTNING PROTECTION SYSTEM DOWN

CONDUCTOR FOR CONNECTION TO NEW

SYSTEM COMPONENTS. NEW LIGHTNING

PROTECTION TO BE INSTALLED, SEE

ELECTRICAL DOCUMENTS FOR VA

REQUIREMENTS.

E. CONTRACTOR SHALL ENSURE ROOF SLOPE TO

DRAINS, MINIMUM SLOPE IS 1/4" PER 1'-0".

F. CONTRACTOR SHALL PROVIDE FLASHING,

WATER PROOFING, AND FIRE STOPPING AS

REQUIRED FOR ALL PIPING, SUPPORTS,

CONDUIT, OR ANY ITEM ON THE NEW ROOF.

G. CONTRACTOR SHALL BE REQUIRED TO SET UP

PROJECT PHASING FOR REMOVAL AND

REPLACEMENT OF ROOFING. SHALL NOT

REMOVE MORE ROOFING THAN WHAT CAN BE

REPLACED IN ONE DAY.

H. RECYCLE ALL SOLAR PANELS/EQUIPMENT, SEE

NOTE 18 (DEMOLITION NOTES) SHEET AG001.

1 REMOVE EXISTING SINGLE PLY ROOF SYSTEM,

INSTALLATION, PROTECTION BOARD. ETC. TO

SUBSTRATE.

2 EXISTING EXHAUST FAN TO REMAIN.

3 EXISTING ROOF TOP EQUIPMENT TO REMAIN.

4 EXISTING ROOF DRAIN AND OVERFLOW DRAINS TO

BE REMOVED AND REPLACED, SEE PLUMBING

DRAWINGS/SPECIFICATIONS.

5 EXISTING SKYLIGHT ON TRACKS TO OPEN

ALLOWING FURNISHING TO BE BROUGHT IN THE

ROOF TO REMAIN. HANDRAILS AROUND SKYLIGHT

UNIT TO REMAIN. REMOVE AND REPLACE FLASHING

BOOTS AT HANDRAIL POST. REPLACE FLASHING

OVER RAIL SUPPORTS.

6 EXISTING LADDER FROM ANNEX LOWER ROOF TO

UPPER ROOF TO REMAIN.

7 EXISTING DUCTWORK ON RAISED SUPPORTS TO

REMAIN.

8 EXISTING PIPE ON ROOF TO REMAIN.

9 EXISTING SOLAR EQUIPMENT TO BE REMOVED

COMPLETELY BY VA. ALL SOLAR EQUIPMENT IS

GRAVITY MOUNTED ONTO ROOF, REMOVE ALL

SOLAR PANELS, SUPPORTS, BRACKETS,

DISCONNNECTS, JUNCTION BOXES, OTHER

ASSOCIATED EQUIPMENT, ALL CONDUIT BACK TO

ELECTRICAL PANEL (DO NOT REMOVE ELECTRICAL

PANELS).

10 EXISTING ANTENNA TO REMAIN, ANTENNA IS

MOVABLE NOT SECURED TO ROOF DECK.

11 EXISTING VENTS THROUGH ROOF TO REMAIN.

12 REMOVE SEALANT AND DEBRIS FROM HORIZONTAL

JOINT IN STUCCO ABOVE WALL FLASHING AND

REPLACE WITH SEALANT. ENTIRE PARAPET WALL

OF ANNEX BUILDING UPPER LEVEL ROOF.

13 EXISTING RAISE WALK AND RAMP FROM SECOND

FLOOR OF ANNEX BUILDING INTO MAIN HOSPITAL

BUILDING. REMOVE AND SALVAGE FOR

REINSTALLATION.

14 EXISTING PIPING MOUNTED ON EXISTING

EQUIPMENT STANDS TO REMAIN, GRAVITY

MOUNTED.

15 EXISTING AIR INTAKE TO REMAIN. REMOVE AND

REINSTALL AS NECESSARY.

16 RAISE AREA OF LOWER ROOF, APPROXIMATELY

4'-0" HIGHER.

17 EXISTING PARAPET AND ROOF BRIDGE HOLDING

EXISTING LOUVERS AT FIRST FLOOR ROOF AREA

LEVEL.

18 ANNEX BUILDING SECOND FLOOR ROOF AREA.

19 ANNEX BUILDING FIRST FLOOR ROOF AREA.

20 APPROXIMATE OUTLINE OF SOLAR ARRAY - FIELD

VERIFY.

21 REMOVED FROM SCOPE OF WORK.

22 OPEN AREAS OF ROOF TO COURTYARD BELOW.

23 EXISTING VENT STACK THROUGH ROOF TO

REMAIN.

24 REMOVE DAMAGED CONTROL JOINTS IN PARAPET

WALL AND REPLACE AS INDICATED. JOINTS 3'-0"

TALL VERTICAL. 30 JOINTS TO BE REPLACED 90 LF.

25 EXISTING WALL LOUVERS, 2 SETS,

APPROXIMATELY 30' LONG EACH, TO EQUIPMENT

SPACE, TO REMAIN.

26 REMOVE AND SALVAGE EXISTING COPING CAP ON

LOWER PARAPET OF RAISED AREA.

27 EXISTING HANDRAIL AT RAISED AREA OF ROOF TO

REMAIN. REMOVE FLASHING BOOTS.

28 REMOVED FROM SCOPE OF WORK.

29 EXISTING ROOF HATCH AND HANDRAIL TO BE

REMOVED AND REPLACED.

30 EXISTING ANTENNA MOUNTED ON PIPE SECURED

TO THE ROOF SUBSTRATE TO REMAIN.

31 EXISTING BUILDING EXPANSION JOINT AT ROOF

LEVEL, REMOVE ROOF MEMBRANE FROM

EXPANSION JOINT.

32 REMOVE ANY EXISTING FLASHING/COPING

AGAINST WALL AT ENTRY DOOR TO CLC BUILDING

ROOF. SALVAGE FLASHING/COPING, AND

HARDWARE FOR REINSTALLATION AFTER ROOF

REPLACEMENT.

33 REMOVE EXISTING BUILT UP ROOFING SYSTEM,

INCLUDING INSULATION, MEMBRANE, COVER

BOARD, ETC, TO EXISTING SUBSTRATE. LOW ROOF

BELOW CLC ROOF.

34 REMOVE AND SALVAGE METAL COPING AT EDGE

OF ROOF FOR REINSTALLATION AFTER ROOF

REPLACEMENT.

35 EXISTING METAL CURB AROUND RTU AND ROOF

DRAIN, REMOVE AND SALVAGE FOR

REINSTALLATION AFTER ROOF REPLACEMENT.

36 EXISTING ELECTRICAL PANEL AND EQUIPMENT TO

REMAIN. EQUIPMENT MOUNTED ON THE ROOF CAN

BE REMOVED AND REINSTALLED TO ROOF AND

FLASH AROUND EQUIPMENT.

37 EXISTING ANTENNA AND ALL WIRE & CONDUIT TO

BE REMOVED. PATCH SLAB SUBSTRATE PRIOR TO

REROOFING.

Scale: 1" = 20'-0"

ROOF DEMOLITION PLAN - ANNEX

A

B

C

D

G

F

H

I

LL

J

K

4 5 6 87 9 10 11 12 13 14 3221

MM

N

Q

P

O

CLC

ANNEX

2 2

1 1 1 1

3 3

3 3

N.I.C. N.I.C.

N.I.C.

PH 1

PH 2

PH 3

PH 4

PH 5

PH 6

PH 7

7 9

7 9

9 7

9 7

9 7

9 7

9 7

7 9

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/2 /2

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C U s e rs

\o m a n ts c h \D o c u m e n ts

\R e v it L o c a l\ A

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A L o m a L in d a R e p la c e

R o o f_ o m a n ts c h

.r v t

AE101

ROOF PLAN - MAIN BUILDING

4 10OKM

ROOF REPLACEMENT AND

LIGHTNING PROTECTION

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON ST, LOMA LINDA,

CA 92357 DECEMBER 20, 2023

100% BID DOCUMENTS

605-20-41121-330-Q31

TM

NORTH

0 2010 40

N

KEY PLAN

SCALE: NO SCALE

Scale: 1" = 20'-0"

ROOF PLAN - MAIN BUILDING

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT

ALL ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE.

B. CONTRACTOR TO SET UP AND MAINTAIN

TEMPORARY GUARDS AT EDGE OF ROOF

WHERE WORK IS BEING PERFORMED AND ALL

PERSONNEL WEAR PROPER SAFE DEVICES/FALL

PROTECTION.

C. CONTRACTOR TO REMOVE ALL ROOF DRAIN

COVERS AND PROVIDE BLOW DOWN OF DRAIN

PIPES TO ENSURE NO BLOCKAGE.

D. ALL LIGHTNING PROTECTION IS CONNECTED

CONTINUOUSLY IN A LOOP RUNNING ON TAG

PARAPET OF THE ROOF PERIMETER, IDENTIFY +

PROTECT EXISTING CONNECTIONS TO

LIGHTNING PROTECTION SYSTEM DOWN

CONDUCTOR FOR CONNECTION TO NEW

SYSTEM COMPONENTS. NEW LIGHTNING

PROTECTION TO BE INSTALLED, SEE

ELECTRICAL DOCUMENTS FOR VA

REQUIREMENTS.

E. CONTRACTOR SHALL ENSURE ROOF SLOPE TO

DRAINS, MINIMUM SLOPE IS 1/4" PER 1'-0".

F. CONTRACTOR SHALL PROVIDE FLASHING,

WATER PROOFING, AND FIRE STOPPING AS

REQUIRED FOR ALL PIPING, SUPPORTS,

CONDUIT, OR ANY ITEM ON THE NEW ROOF.

G. CONTRACTOR SHALL BE REQUIRED TO SET UP

PROJECT PHASING FOR REMOVAL AND

REPLACEMENT OF ROOFING. SHALL NOT

REMOVE MORE ROOFING THAN WHAT CAN BE

REPLACED IN ONE DAY.

1 INSTALL NEW SINGLE PLY TPO ROOF SYSTE OVER

RIGID INSULATION, MIN R-25.

2 NEW ROOF DRAINS AND OVERFLOW DRAINS TO BE

INSTALLED IN SAME LOCATION AS THOSE REMOVED

DURING DEMOLITION.

3 PATCH CONCRETE DECK WHERE EQUIPMENT WAS

REMOVED AND NO LONGER REQUIRED.

4 PROVIDE NEW WALK PADS AS INDICATED. WALK

PADS TO BE PROVIDED BY ROOF SYSTEM SUPPLIER.

5 INSTALL NEW OSHA COMPLIANT ROOF HATCH WITH

EXTENTION BAR AND RAILING AROUND HATCH.

RAILING TO BE 42" HIGH AND WITHSTAND 200 LBS

DOWNWARD FORCE.

6 INSTALL SEALANT IN VERTICAL CONTROL JOINTS IN

STUCCO FINISHED PARAPET WALLS. 3'-0" HIGH

VERTICAL JOINTS SPACED 10'-0" APART ON ROOF.

7 INSTALL SEALANT AT ALL CONNECTION POINTS

BETWEEN STUCCO FINISHED PARAPETS AND

CONCRETE PARAPETS, TYPICAL OF ALL 3'-0" HIGH

JOINTS.

8 REFINISH EXISTING HANDRAILS AS INDICATED,

MATCH EXISTING METAL COLOR AND FINISH, SEE

SPECIFICATION SECTION 09 91 00.

9 INSTALL NEW SEALANT AT COPING CAP

CONNECTION TO WALLS, CONCRETE, OR ANY

DIFFERENT MATERIAL CONNECTION.

10 CURBING AND CONDUIT/PIPE STUB UPS REMOVED,

PATCH CONCRETE SLAB PRIOR TO INSTALLATION OF

NEW ROOF.

11 INSTALL STEEL PIPE SUPPORT FOR ANTENNA TO BE

SECURED TO SUBSTRATE PRIOR TO REROOFING.

CONTRACTOR TO PROVIDE PIPE OF SUFFICIENT SIZE

TO SUPPORT ANTENNA. SEE DETAIL 3/AE501.

12 EXISTING EQUIPMENT TO REMAIN. SHALL BE

RELOCATED IN ORDER TO REROOF AND FLASH

AROUND EQUIPMENT.

13 REPLACE DAMAGED COPING CAP IN AREA INDICATED

WITH NEW COPING CAP MATCHING EXISTING

MATERIAL, SIZE/THICKNESS AND FINISH/COLOR.

L

16 20

MAIN

BUILDING

Q

28 29 30

2 2 2

3 3

3 3

2 2 2

2 2

2 2

G

MM

MAIN

BUILDING

2 2

9 9

9 9

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/2 /2

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A M

C U s e rs

\o m a n ts c h \D o c u m e n ts

\R e v it L o c a l\ A

G I_

-3

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A L o m a L in d a R e p la c e

R o o f_ o m a n ts c h

.r v t

AE102

ROOF PLAN - CLC & ANNEX

5 10OKM

ROOF REPLACEMENT AND

LIGHTNING PROTECTION

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON ST, LOMA LINDA,

CA 92357 DECEMBER 20, 2023

100% BID DOCUMENTS

605-20-41121-330-Q31

TM

NORTH

0 2010 40

N

KEY PLAN

SCALE: NO SCALE

Scale: 1" = 20'-0"

ROOF PLAN - CLC

NORTH

0 2010 40

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT

ALL ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE.

B. CONTRACTOR TO SET UP AND MAINTAIN

TEMPORARY GUARDS AT EDGE OF ROOF

WHERE WORK IS BEING PERFORMED AND ALL

PERSONNEL WEAR PROPER SAFE DEVICES/FALL

PROTECTION.

C. CONTRACTOR TO REMOVE ALL ROOF DRAIN

COVERS AND PROVIDE BLOW DOWN OF DRAIN

PIPES TO ENSURE NO BLOCKAGE.

D. ALL LIGHTNING PROTECTION IS CONNECTED

CONTINUOUSLY IN A LOOP RUNNING ON TAG

PARAPET OF THE ROOF PERIMETER, IDENTIFY +

PROTECT EXISTING CONNECTIONS TO

LIGHTNING PROTECTION SYSTEM DOWN

CONDUCTOR FOR CONNECTION TO NEW

SYSTEM COMPONENTS. NEW LIGHTNING

PROTECTION TO BE INSTALLED, SEE

ELECTRICAL DOCUMENTS FOR VA

REQUIREMENTS.

E. CONTRACTOR SHALL ENSURE ROOF SLOPE TO

DRAINS, MINIMUM SLOPE IS 1/4" PER 1'-0".

F. CONTRACTOR SHALL PROVIDE FLASHING,

WATER PROOFING, AND FIRE STOPPING AS

REQUIRED FOR ALL PIPING, SUPPORTS,

CONDUIT, OR ANY ITEM ON THE NEW ROOF.

G. CONTRACTOR SHALL BE REQUIRED TO SET UP

PROJECT PHASING FOR REMOVAL AND

REPLACEMENT OF ROOFING. SHALL NOT

REMOVE MORE ROOFING THAN WHAT CAN BE

REPLACED IN ONE DAY.

Scale: 1" = 20'-0"

ROOF PLAN - ANNEX

1 INSTALL NEW SINGLE PLY TPO ROOF SYSTEM OVER

RIGID INSULATION, MIN R-25.

2 NEW ROOF DRAINS AND OVERFLOW DRAINS TO BE

INSTALLED IN SAME LOCATION AS THOSE REMOVED

DURING DEMOLITION.

3 PATCH CONCRETE DECK WHERE EQUIPMENT WAS

REMOVED AND NO LONGER REQUIRED.

4 PROVIDE NEW WALK PADS AS INDICATED. WALK

PADS TO BE PROVIDED BY ROOF SYSTEM

SUPPLIER.

5 INSTALL NEW OSHA COMPLIANT ROOF HATCH WITH

EXTENTION BAR AND RAILING AROUND HATCH.

RAILING TO BE 42" HIGH AND WITHSTAND 200 LBS

DOWNWARD FORCE.

6 INSTALL SEALANT IN VERTICAL CONTROL JOINTS IN

STUCCO FINISHED PARAPET WALLS. 3'-0" HIGH

VERTICAL JOINTS SPACED 10'-0" APART ON ROOF.

7 INSTALL SEALANT AT ALL CONNECTION POINTS

BETWEEN STUCCO FINISHED PARAPETS AND

CONCRETE PARAPETS, TYPICAL OF ALL 3'-0" HIGH

JOINTS.

8 REFINISH EXISTING HANDRAILS AS INDICATED,

MATCH EXISTING METAL COLOR AND FINISH, SEE

SPECIFICATION SECTION 09 91 00.

9 INSTALL NEW SEALANT AT COPING CAP

CONNECTION TO WALLS, CONCRETE, OR ANY

DIFFERENT MATERIAL CONNECTION.

10 EXISTING EQUIPMENT TO REMAIN. SHALL BE

RELOCATED IN ORDER TO REROOF AND FLASH

AROUND EQUIPMENT.

11 INSTALL SEALANT AT ALL HORIZONTAL AND

VERTICAL CRACKS IN PARAPET (TYPICAL). PROVIDE

STUCCO REFINISHING FOR AREAS WITH SEVERE

CRACKING AND MISSING STUCCO.

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/2 /2

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A M

C U s e rs

\o m a n ts c h \D o c u m e n ts

\R e v it L o c a l\ A

G I_

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A L o m a L in d a R e p la c e

R o o f_ o m a n ts c h

.r v t

AE401

PHOTOS MAIN HOSPITAL BUILDING

6 10OKM

ROOF REPLACEMENT AND

LIGHTNING PROTECTION

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON ST, LOMA LINDA,

CA 92357 DECEMBER 20, 2023

100% BID DOCUMENTS

605-20-41121-330-Q31

TM

Scale: No Scale

CONCRETE STUCCO PARAPET

Scale: No Scale

FLASHING JOINT ON STUCCO PARAPET

Scale: No Scale

CONCRETE-STUCCO PARAPET JOINT

Scale: No Scale

FLASHING AT PENTHOUSE #5

Scale: No Scale

SATILLITE DISH FLASHING

Scale: No Scale

STEAM PIPE THROUGH MAIN ROOF

Scale: No Scale

SEALANT AT EDGE OF HM DOOR

Scale: No Scale

STEEL RAIL ON MAIN ROOF

Scale: No Scale

COPING CAP AT EDGE OF MAIN ROOF

Scale: No Scale

LIGHT PANEL ON MAIN ROOF

Scale: No Scale

COPING AT SE CORNER OF MAIN ROOF

Scale: No Scale

FLASHING AT PENTHOUSE #2 & 6 SPLIT-FACED

Scale: No Scale

MAIN ROOF SOLAR PANEL ARRAY

Scale: No Scale

MAIN ROOF SOLAR ARRAY CONDUIT

Scale: No Scale

ANTENNA ON PENTHOUSE #3

Scale: No Scale

PENTHOUSE #4

Scale: No Scale

PENTHOUSE #4 SOLAR EQUIPMENT (1)

Scale: No Scale

PENTHOUSE #4 SOLAR EQUIPMENT (2)

Scale: No Scale

ANTENNA ATTACHED TO PENTHOUSE #5

Scale: No Scale

CONTROL JOINT ON STUCCO

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A L o m a L in d a R e p la c e

R o o f_ o m a n ts c h

.r v t

AE402

PHOTOS ANNEX BUILDING

7 10OKM

ROOF REPLACEMENT AND

LIGHTNING PROTECTION

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON ST, LOMA LINDA,

CA 92357 DECEMBER 20, 2023

100% BID DOCUMENTS

605-20-41121-330-Q31

TM

Scale: No Scale

OPENABLE SKYLIGHT UNIT

Scale: No Scale

UPPER ANNEX PARAPET FLASHING

Scale: No Scale

UPPER ANNEX ROOF HATCH

Scale: No Scale

LOWER ANNEX ROOF EQUIPMENT REMOVAL

Scale: No Scale

UPPER ANNEX ROOF EQUIPMENT (1)

Scale: No Scale

UPPER ANNEX ROOF EQUIPMENT (2)

Scale: No Scale

UPPER ANNEX ROOF EQUIPMENT (3)

Scale: No Scale

UPPER ANNEX PARAPET

Scale: No Scale

UPPER ANNEX ROOF EQUIPMENT (4)

Scale: No Scale

UPPER ANNEX ROOF EQUIPMENT (5)

Scale: No Scale

UPPER ANNEX PARAPET STUCCO

Scale: No Scale

TYPICAL ROOF DRAINS

Scale: No Scale

LOWER ANNEX PARAPET FLASHING

Scale: No Scale

TANK SUPPORTS

Scale: No Scale

LOWER ANNEX WALKING PLATFORM

Scale: No Scale

LOWER ANNEX HAND RAIL

Scale: No Scale

CONTROL JOINT ON STUCCO REPAIR

Scale: No Scale

ROOF EQUIPMENT

Scale: No Scale

PENTHOUSE (2) #4

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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C U s e rs

\o m a n ts c h \D o c u m e n ts

\R e v it L o c a l\ A

G I_

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A L o m a L in d a R e p la c e

R o o f_ o m a n ts c h

.r v t

AE403

PHOTOS CLC BUILDING

8 10OKM

ROOF REPLACEMENT AND

LIGHTNING PROTECTION

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON ST, LOMA LINDA,

CA 92357 DECEMBER 20, 2023

100% BID DOCUMENTS

605-20-41121-330-Q31

TM

Scale: No Scale

CLC ROOF FLASHING AT DOOR

Scale: No Scale

CLC ROOF SOLAR PANEL CONDUIT

Scale: No Scale

CLC ROOF VENTS

Scale: No Scale

CLC ROOF COPING CAP

Scale: No Scale

CLC EXPANSION JOINT CAP

Scale: No Scale

CLC EXPANSION JOINT

Scale: No Scale

CLC SOLAR PANEL ARRAY

Scale: No Scale

CLC ROOF EQUIPMENT FLASHING

Scale: No Scale

CLC COPING CAPS & HAND RAIL

Scale: No Scale

CLC SOLAR EQUIPMENT

Scale: No Scale

CLC BENEATH ROOF

INSTALL NEW DRAIN

STRAINER

NEW TPO ROOF

SYSTEM

FLASHING CLAMP

DEVICE

EXISTING STRUCTURE

ROOF DRAIN BODY

TO REMAIN

SEALANT

METAL RAIN COLLAR

NEW TPO ROOF PER

SPECIFICATION

SECTION 07 54 23.

MINIMUM R30 RIGID

INSULATION

EXISTING STRUCTURE

CONTINUOUS

SEALANT AT BASE

EXISTING STEEL

EQUIPMENT STAND

STAINLESS STEEL

DRAW BAND WITH

RUBBER GASKET

2 PIECE METAL

FLANGE IN BED OF

MASTIC

LEAD FLASHING

ROLLED MIN 1"

DOWN PIPE

EXISTING VENT PIPE

THROUGH ROOF

NEW TPO ROOF PER

SPECIFICATION

SECTION 07 54 23.

MINIMUM R30

RIGID INSULATION

EXISTING CONCRETE

STRUCTURE

SET LEAD FLASHING

FLANGE IN BED OF

MASTIC

PRESSURE AND

FIRE TREATED

WOOD BLOCKING

CONTINUOUS CANT

STRIP

NEW TPO ROOF PER

SPECIFICATION

SECTION 07 54 23.

MINIMUM R30 RIGID

INSULATION

EXISTING STRUCTURE

EXISTING EQUIPMENT

TO BE REINSTALLED

EXISTING EQUIPMENT

SHAFT

WOOD BLOCKING

EXISTING EQUIPMENT CURB.

CARRY BASE FLASHING AND

CAP FLASHING UP AND

UNDER COUNTER FLASHING

BASE FLASHING

CAP FLASHING

COVER BOARD

PRE-FABRICATED ROOF

HATCH INTEGRAL

COUNTER FLASHING

(DOUBLE-WALLED CURB)

ROOF HATCH FRAME WORK

SUPPORT BEAM, SEE

STRUCTURAL

DRAWINGS

ROOF DECK

ROOF

INSULATION

SLOPE: 1/4"

P.T F.T WOOD BLOCKING

SINGLE PLY MEMBRANE

SLOPE: 1/4" SLOPE: 1/4"

2 1/2" X 3/8" BAR

2 1/2" X 3/8" STRAP

ANCHORS @ 4'-0"

VERT. MAX.

4'-0"

NOTE:

PROVIDE LADDER

BRACING AND

ADDITIONAL

SUPPORT PER MFR

RECOMMENDATIONS

INSTALL

MEMBRANE

FLASHING

AROUND

POSTS

P.T F.T

WOOD

BLOCKING

ROOF HATCH

(48"X36" CLEAR

OPENING)

SAFETY POST

NEW TAPERED RIGID

INSULATION

INSTALL NEW DRAIN

STRAINER

NEW TPO ROOF

SYSTEM

FLASHING CLAMP

DEVICE

EXISTING STRUCTURE

ROOF DRAIN BODY

TO REMAIN

EXISTING ROOF

STRUCTURE

EXISTING RIGID

INSULATION

NEW TAPERED RIGID

INSULATION

NEW P.T. 2X6

BLOCKING

NEW TPO ROOF

MEMBRANE.

INCORPORATED INTO

NEW EXPANSION

JOINT AND COVER

ROOF JOINT FLAPS

ROOFING MEMBRANE

LOOPED UNDER

EXPANSION JOINT

MINERAL WOOL ROOF JOINT

INSULATION

NEW TERMINATION

BAR AND FASTENERS

NEW ROOF JOINT

EXPANSION JOINT COVER AND

FLASHING INCORPORATED

INTO NEW TPO ROOFING

MEMBRANE

MATCH EXIST.

EXISTING ROOF

STRUCTURE

EXISTING RIGID

INSULATION

NEW TAPERED RIGID

INSULATION

RIGID INSULATION / CANT

NEW TPO ROOF MEMBRANE.

INCORPORATED INTO NEW

EXPANSION JOINT AND COVER

WELDED PVC FLANGES

EXPANSION JOINT

COVER

EXPANSION JOINT COVER AND

FLASHING INCORPORATED

INTO NEW TPO ROOFING

MEMBRANE

MINERAL WOOL ROOF JOINT

INSULATION AS REQUIRED

FOAM INSULATION

M

IN

CONTINUOUS BEAD OF

SEALANT

8" METAL COUNTER FLASHING

TERMINATION BAR

FASTENER

CANT

NEW TAPERED RIGID

INSULATION

EXISTING STUCCO - PATCH

AND REPAIR

AS REQUIRED. MATCH

EXISTING

EXISTING

PENTHOUSE WALL

NEW 1/2" DENSGLASS

SHEATHING

NEW WEATHER

RESISTIVE BARRIER

EXISTING CONCRETE

STRUCTURE

EXISTING RIGID

INSULATION NEW TPO ROOFING

MEMBRANE

NEW 1" RIGID

INSULATION

CONTINUOUS BEAD OF WATER

BLOCK

BONDING ADHESIVE AS REQUIRED

NEW REGLET

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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\o m a n ts c h \D o c u m e n ts

\R e v it L o c a l\ A

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A L o m a L in d a R e p la c e

R o o f_ o m a n ts c h

.r v t

AE501

TYPICAL ROOF DETAILS

9 10OKM

ROOF REPLACEMENT AND

LIGHTNING PROTECTION

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON ST, LOMA LINDA,

CA 92357 DECEMBER 20, 2023

100% BID DOCUMENTS

605-20-41121-330-Q31

TM

Scale: 3" = 1'-0"

TYPICAL OVERFLOW ROOF DRAIN DETAIL

Scale: 3" = 1'-0"

EQUIPMENT STAND FLASHING DETAIL

Scale: 3" = 1'-0"

VENT THROUGH ROOF DETAIL

Scale: 3" = 1'-0"

EQUIPMENT CURB DETAIL

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

ROOF HATCH CURB DETAIL

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

ROOF HATCH LADDER - ELEVATION

A. ALL ROOF AND FLASHING DETAILS ARE GENERIC

AND FOR REFERENCE ONLY. THE FINAL DETAILS

SHALL BE SUBMITTED AS PART OF THE SUBMITTAL

PROCESS WITH THE ROOFING MANUFACTURER'S

RECOMMENDED DETAILS FOR THEIR ROOFING

SYSTEM TO BE INSTALLED.

B. CONTRACTOR TO REMOVE ALL ROOF DRAIN

COVERS AND PROVIDE BLOW DOWN OF DRAIN

PIPES TO ENSURE NO BLOCKAGE.

C. THE ROOFING SYSTEM FOR THIS PROJECT

VARIES. SEE SPECIFICATIONS FOR

REQUIREMENTS OF EACH ROOF SYSTEM. ROOF

SYSTEM MANUFACTURER WILL PROVIDE ALL

FINAL DETAILS AND REQUIREMENTS FOR

INSTALLATION OF THEIR SYSTEM.

D. CONTRACTOR TO INSTALL INSULATION PER

SPECIFICATION SECTION 07 22 00, AND ROOF

MANUFACTURER APPROVED SUBMITTALS. R-30

RIGID INSULATION SHOWN ON DETAILS IS THE

MINIMUM INSULATION REQUIRED.

E. ALL METAL COPING CAPS, SCUPPERS, DRIP EDGE,

FLASHING TO BE REPLACED WILL BE PAINTED TO

MATCH THE ORIGINAL METAL UNLESS NOTED

OTHERWISE.

Scale: 3" = 1'-0"

TYPICAL ROOF DRAIN DETAIL

Scale: 3" = 1'-0"

EXPANSION JOINT AT CLC1 & CLC2

Scale: 3" = 1'-0"

EXPANSION JOINT AT CLC1

Scale: 3" = 1'-0"

FLASHING AT PENTHOUSE WALL

IN

CONTINUOUS BEAD OF

SEALANT

8" METAL COUNTER FLASHING

TERMINATION BAR

FASTENER

CANT

NEW TAPERED RIGID

INSULATION

EXISTING STUCCO - PATCH AND REPAIR

AS REQUIRED. MATCH EXISTING

NEW REGLET AT

COUNTER

FLASHING

NEW 1/2" DENSGLASS

SHEATHING

WEATHER RESISTIVE

BARRIER

EXISTING CONCRETE

STRUCTURE

EXISTING ANGLE

EXISTING RIGID

INSULATION

NEW TPO ROOFING

MEMBRANE

NEW 1" RIGID

INSULATION

CONTINUOUS BEAD OF WATER

BLOCK

BONDING ADHESIVE AS REQUIRED

EXISTING METAL COPING TO REMAIN

EXISTING PARAPET

WALL

EXISTING BLOCKING TO REMAIN

NEW SEALANT PER SPECIFICATION

EXISTING SEALANT

CONTINUOUS BEAD OF

SEALANT

8" METAL COUNTER FLASHING

TERMINATION BAR

FASTENER

CANT

NEW TAPERED RIGID

INSULATION

EXISTING PAINTED CONCRETE

EXISTING PARAPET

WALL

EXISTING CONCRETE

STRUCTURE

EXISTING RIGID

INSULATION

NEW TPO ROOFING

MEMBRANE

CONTINUOUS BEAD OF WATER

BLOCK

BONDING ADHESIVE AS REQUIRED

EXISTING METAL COPING TO REMAIN

EXISTING PARAPET

WALL

EXISTING BLOCKING TO REMAIN

NEW SEALANT PER SPECIFICATION

M

IN

NEW REGLET

NEW WEATHER

RESISTIVE BARRIER

EXISTING PARAPET

WALL

EXISTING CONCRETE

STRUCTURE

EXISTING ANGLE

EXISTING RIGID

INSULATION

NEW 1/2" DENSGLASS

SHEATHING

NEW TAPERED RIGID

INSULATION

NEW TPO ANCHOR

SHEET

REINSTALL EXISTING

COPING

NEW P.T. BLOCKING

REPLACE FLASHING

AS REQURED

NEW WEATHER

RESISTIVE BARRIER

OVER EXISTING

SHEATHING

EXISTING METAL

PANEL

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/2 /2

:2

:3

A M

C U s e rs

\o m a n ts c h \D o c u m e n ts

\R e v it L o c a l\ A

G I_

-3

-V

A L o m a L in d a R e p la c e

R o o f_ o m a n ts c h

.r v t

AE502

TYPICAL ROOF DETAILS

10 10OKM

ROOF REPLACEMENT AND

LIGHTNING PROTECTION

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON ST, LOMA LINDA,

CA 92357 DECEMBER 20, 2023

100% BID DOCUMENTS

605-20-41121-330-Q31

TM

Scale: 3" = 1'-0"

PARAPET WITH STUCCO FINISH

Scale: 3" = 1'-0"

PARAPET AT CONCRETE WALL

Scale: 3" = 1'-0"

LOW PARAPET AND COPING

A. ALL ROOF AND FLASHING DETAILS ARE GENERIC

AND FOR REFERENCE ONLY. THE FINAL DETAILS

SHALL BE SUBMITTED AS PART OF THE SUBMITTAL

PROCESS WITH THE ROOFING MANUFACTURER'S

RECOMMENDED DETAILS FOR THEIR ROOFING

SYSTEM TO BE INSTALLED.

B. CONTRACTOR TO REMOVE ALL ROOF DRAIN

COVERS AND PROVIDE BLOW DOWN OF DRAIN

PIPES TO ENSURE NO BLOCKAGE.

C. THE ROOFING SYSTEM FOR THIS PROJECT

VARIES. SEE SPECIFICATIONS FOR

REQUIREMENTS OF EACH ROOF SYSTEM. ROOF

SYSTEM MANUFACTURER WILL PROVIDE ALL

FINAL DETAILS AND REQUIREMENTS FOR

INSTALLATION OF THEIR SYSTEM.

D. CONTRACTOR TO INSTALL INSULATION PER

SPECIFICATION SECTION 07 22 00, AND ROOF

MANUFACTURER APPROVED SUBMITTALS. R-30

RIGID INSULATION SHOWN ON DETAILS IS THE

MINIMUM INSULATION REQUIRED.

E. ALL METAL COPING CAPS, SCUPPERS, DRIP EDGE,

FLASHING TO BE REPLACED WILL BE PAINTED TO

MATCH THE ORIGINAL METAL UNLESS NOTED

OTHERWISE.