DRAWINGS 100 - 756-22-206 Repair Building Envelope.pdf

GC STAGING AREA -

COORDINATE WITH

THE VA COR

PROJECT NUMBER:

ISSUE DATE:

EA #:

CLIENT #:

PROJECT DIRECTORY:

06-30-2023

REPAIR THE BUILDING ENVELOPE

5001 N. PIEDRAS / EL PASO, TEXAS 79930 100% DESIGN SUBMITTAL (PHASE 5)

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PROJECT AREA

756-22-206

EA03.0114

A-000

EL PASO VA HEALTH CARE SYSTEM

MR. KEVIN ANGELES

GENERAL ENGINEER SUPERVISOR, FSS

BUILDING 7781-B RM 102

OFFICE: 915-564-6100 EXT. 5057

ENAPAY, LLC - ARCHITECT OF RECORD

MR. ROGER STEPHENS, AIA

207 WEST MAIN STREET

MESQUITE, TX 75149

OFFICE: 972-285-2630

CELL: 214-505-0659

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/ EL PASO VA HEALTHCARE SYSTEM - VISN 17

A1 SITE PLAN

RStephens Text Box

REVISION 01 01-26-2024

CALLOUT HEAD

DOOR TAG

? INTERIOR ELEVATION

ROOM TAG WITH

AREA

BUILDING SECTION

SPOT ELEVATION - TARGET

? WALL TAG

? WINDOW TAG

TEMP. CONSTRUCTION PARTITION

REVISION SYMBOL

REVISION NUMBER

CABINET / CEILING SECTION

EQUIPMENT TAG EQ.000

ROOM SIGNAGE TAG

X

A1/A001

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

09 29 00.A1 DESCRIPTIONSPECIFICATION SECTION KEYNOTE INFORMATION

ABBREVIATIONS AND ANNOTATIONS LEGEND

ROOM NAME

ROOM SF

01 PHOTO CALLOUT

N.I.C. NOT IN CONTRACT

FIRE EXTINGUISHER - WALL MOUNTEDFE

FIRE EXTINGUISHER - CABINETFE

ADDITIONAL NOTES

PROJECT SCOPE

PROJECT SCOPE:

Restore and repair of the building envelope and moisture protection systems to include the roof, skylights, brick walls, and pre-cast concrete panels. the General Contractor is responsible for the following:

1. Roof system - the entire roof system is approximately 144,786 sf which is on four level of the hospital. Approximately 129,627 sf is a Garland Coated Roof system and approximately 15,159 sf is an existing non-coated roof system. The intent is to replace the 15,159 sf of non-coated roof with a new Garland coated roof system and to repair / replace 129,627 sf of existing Garland Coated Roof system. There is approximately 53,244 sf of photovoltaic solar array panels located on three different roofs. These solar array panels will have to be removed, securely stored, cleaned and reinstalled to a working condition, allowing the General Contractor access to areas of the roof that are damaged -this will be done in phases and will have to be coordinated with the VA's COR.

2. Penetrations at roof systems / ponding - the General Contractor will repair / replace pitch pockets, roofing and insulation around roof and overflow drains, insulation that has lost stability and has reduced thickness, poor slope to drains due to overbuilt crickets, roof drains adjacent to columns need to maintain a consistent slope / height under seasonal loads and clean roof and overflow drains to daylight.

3. Roof Top Antenna and Power Washing - As identified in the IFC documents demolish, decommission removal of supporting wires and anchor weights and repairing / patching of the roof membrane as required. The General Contractor shall power wash the entire roof system to identify existing conditions shcu as ponding, poor or no drainage, delamination, roof leaks etc.

4. Main Building Skylight - The existing skylight is not leaking, the seals are in good condition - no work is required.

5. Annex Building Skylight - The skylight concinues to leak and the entire skylight system is to be removed and a new skylight installed.

6. Window / Door / Louver Frames - The sealant in / around these area has reached the end of its useful life and is beginning to fail. The General contractor shall replace the perimeter sealant with new sealant and backer rods - do n ot obstruct weeps at window sills or sill flashing.

7. Pre-cast Concrete walls and Brick Veneer walls - The sealant at the exterior wall systems has reach the end of its useful life. The sealants and backer rods at the wall systems shall be replaced. Weeps shall not be obstructed and all weeps shall be purged and cleaned.

8. Foundation Wall at Floor 1 Canteen Storage - This area leaks from the pation area above - waterproof and sill flashing at the pation will need to be replaced.

GRAPHIC REPRESENTATION: THE CONSTRUCTION DRAWINGS ARE

A GRAPHIC REPRESENTATION OF THE SCOPE, LOCATION, AND

ARRANGEMENT OF MATERIALS AND EQUIPMENT SHOWING THE

EXECUTION OF THE WORK. THE INTENT OF THE SPECIFICATIONS IS

TO OUTLINE AND/OR FURTHER INDICATE THE TYPES AND QUALITIES

OF THE MATERIALS AND WORKMANSHIP. SHOULD THE

SPECIFICATIONS AND CONSTRUCTIONS DRAWINGS DISAGREE IN

THEMSELVES OR WITH EACH OTHER, WRITTEN CLARIFICATIONS IN

THE FORM OF A REQUEST FOR INFORMATION (RFI) SHALL BE

ISSUED TO THE ARCHITECT BY THE GENERAL CONTRACTOR. IN

ABSENSE OF THE RFI, THE GENERAL CONTRACTOR'S PROPOSAL

SHALL BE BASED UPON THE MOST EXPENSIVE COMBINATION OF

QUALITY AND QUANTITY OF WORK INDICATED.

CONFLICTS: IN CASES OF CONFLICTS, INCONSISTENCIES OR

DISCREPANCIES WITHIN THE CONSTRUCTION DRAWINGS AND

SPECIFICATIONS, THE GENERAL CONTRACTOR SHALL PROVIDE

THE BETTER QUALITY AND GREATER QUANTITY OF WORK AS

DETERMINED AND DIRECTED BY THE OWNER.

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GENERAL PROJECT NOTES

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ERRORS / OMISSIONS IN THE SCHEDULES: SUCH AS THE ROOM

FINISH SCHEDULE, DOOR SCHEDULE AND EQUIPMENT SCHEDULE

SHALL NOT RELIEVE THE GENERAL CONTRACTOR FROM THE

PERFORMANCE OF THE WORK AS SHOWN IN THE CONSTRUCTION

DRAWINGS OR SPECIFICATIONS.

ASBESTOS: IF DURING DEMOLITION ASBESTOS IS FOUND WORK

SHALL NOT PROCEED UNTIL A COMPLETE ASBESTOS SURVEY OF

THE PROJECT AREA HAS BEEN CONDUCTED AND A DETAILED

ABATEMENT REPORT ISSUED TO THE OWNER.

EQUIPMENT VERIFICATION: THE GENERAL CONTRACTOR SHALL

BE RESPONSIBLE FOR THE VERIFICATION OF THE SIZE AND

LOCATION OF ALL OPENINGS FOR THE MECHANICAL / ELECTRICAL /

PLUMBING WORK AND EQUIPMENT AND SHALL COORDINATE WITH

ALL SUB-CONTRACTORS INVOLVED.

SIGNAGE: THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE

REMOVAL OF ALL ROOM SIGNAGE WITHIN THE PROJECT AREA.

SERVICE TO UTILITIES: THE GENERAL CONTRACTOR SHALL

MAINTAIN SERVICE TO EQUIPMENT UTILITIES AND PROTECT

AGAINST DAMAGE TO SUCH DURING CONSTRUCTION AND SHALL

NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED /

OPERATING FACILITIES EXCEPT WHEN AUTHORIZED IN WRITING

BY THE OWNER AND AUTHORITIES HAVING JURISDICTION. REFER

TO THE SPECIFICATIONS FOR PROTOCOLS DEALING WITH

FACILITY SHUT DOWNS.

BYPASS CONNECTIONS: WHERE UTILITY SERVICES ARE

REQUIRED TO BE REMOVED, RELOCATED OR MODIFIED,

PROVIDE BYPASS CONNECTIONS TO MAINTAIN CONTINUITY OF

SERVICE BEFORE PROCEEDING WITH THE WORK.

COORDINATE WITH THE OWNER.

NOT ALLOWED: NO GASOLINE POWERED TOOLS OR POWER

ACTUATED FASTENING DEVICES SHALL BE ALLOWED INSIDE THE

FACILITY.

EGRESS: THE GENERAL CONTRACTOR SHALL MAINTAIN

EXISTING EXITS SERVING THE PROJECT AREA THROUGHOUT

CONSTRUCTION.

DESIGN STANDARDS: EACH BUILDING OR PORTION

THEREOF SHALL BE DESIGNED AND CONSTRUCTED TO

SUSTAIN ALL LIVE AND DEAD LOADS, INCLUDING

SEISMIC AND OTHER ENVIRONMENTAL FORCES IN

ACCORDANCE WITH ACCEPTED ENGINEERING

PRACTICES AND STANDARDS AS PRESCRIBED BY THE

LOCAL JURISDICTION OR BY THE MOST CURRENT

MODEL BUILDING CODES.

DIMENSIONS: ARE TYPICALLY SHOWN FROM A COLUMN

CENTER LINE TO THE FINISH FACE OF A WALL OR FROM THE

FINISH FACE OF A WALL TO THE FINISH FACE OF WALL.

DO NOT SCALE THE DRAWINGS: USE FIGURED DIMENSIONS ONLY.

EXISTING CONDITIONS: ONLY THE AREAS DESCRIBED IN

F7/A-001 PROJECT SCOPE HAVE BEEN FIELD-VERIFIED. THIS

MEANS THAT THE EXISTING PARTITION WALLS HAVE BEEN

PARTIALLY LOCATED, MOST OF THE VISIBLE MECHANICAL,

ELECTRICAL AND PLUMBING ITEMS HAVE BEEN LOCATED, AND

MOST OF THE VISIBLE ARCHITECTURAL ELEMENTS LOCATED.

AREAS THAT ARE CONCEALED OR NOT ACCESSIBLE HAVE NOT

BEEN FIELD VERIFIED.

FIELD VERIFY: THE GENERAL CONTRACTOR IS TO FIELD VERIFY

ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH

THE SCHEDULED WORK AS WELL AS COORDINATING THE

EXISTING CONDITIONS WITH THE SCHEDULED WORK. WHEN THE

GENERAL CONTRACTOR IDENTIFIES A POTENTIAL LOCATION

PROBLEM WITH HVAC, PLUMBING, ELECTRICAL, OR SPRINKLER

SYSTEMS HE IS TO NOTIFY THE DESIGN PROFESSIONAL IN

WRITING BEFORE PROCEEDING WITH THE SCHEDULED WORK.

NOT USED

NOT USED

NOT USED

NOT USED

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NOT USED

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NOT USED

GC RESPONSIBILITIES TO

EXISTING CONDITIONS

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THE CONTRACTOR SHALL PERFORM A SITE VISIT(S). IN DOING

SO THE CONTRACTOR HAS AGREED THAT THEY HAVE

INVESTIGATED THE EXISTING CONDITIONS TO BE RENOVATED

AND COMPARE THEM TO THE WORK TO BE PERFORMED

ACCORDING TO THE CONTRACT DOCUMENTS.

INFORMATION CONTAINED ON THESE DRAWINGS WITH REGARD

TO EXISTING CONDITIONS OF CONSTRUCTION IS PROVIDED FOR

THE CONVENIENCE OF THE CONTRACTOR IN EXECUTING THE

NEW WORK. REASONABLE ATTEMPTS HAVE BEEN MADE TO

PROVIDE COMPLETE AND ACCURATE REPRESENTATION OF

SUCH EXISTING CONDITIONS. THIS INTERPRETATION HAS BEEN

DERIVED FROM DRAWINGS SUPPLIED BY THE OWNER AND HAS

BEEN FURTHER SUPPLEMENTED WITH FIELD-MEASUREMENTS

AND PHOTOGRAPHS. THE INFORMATION CONTAINED IN THESE

DRAWINGS WITH REGARD TO THE EXISTING CONDITIONS OF

CONSTRUCTION IN NO WAY RELEASES THE CONTRACTOR FROM

THE RESPONSIBILITY OF VERIFYING COMPLETELY ALL FIELD

CONDITIONS RELATING TO THE EXECUTION OF THE WORK, AS

DESCRIBED IN THE CONTRACT DOCUMENTS.

NO GUARANTEE IS MADE AS TO THE GENERAL CONDITIONS OF

THE EXISTING BUILDING, THE CONTRACTOR SHALL FIELD

VERIFY AND DOCUMENT ALL EXISTING DIMENSIONS,

ELEVATIONS, BENCHMARKS, MATERIALS, UTILITIES AND

CONSTRUCTION TYPE THAT MAY AFFECT OR BE EFFECTED BY

NEW WORK AND SHALL COORDINATE SUCH FIELD

VERIFICATION WITH THE CONTRACT DOCUMENTS AND THE

EXECUTION OF THE WORK. THE CONTRACTOR SHALL NOTE ANY

DISCREPANCIES AND/OR CONFLICTS INVOLVING EXISTING

CONDITIONS AND BRING THEM TO THE ARCHITECT'S ATTENTION

IN WRITING.

THE CONTRACTOR SHALL FIELD-VERIFY THE EXISTING

CONDITIONS AS THEY RELATE TO SPECIFIC PORTIONS OF THE

WORK. VERIFICATION SHALL BE UNDERTAKEN IN ADVANCE TO

ALLOW FOR THE TIMELY IDENTIFICATION OF EXISTING

CONDITIONS THAT MAY AFFECT THE SCHEDULED INSTALLATION

OF NEW WORK AS DESIGNED AND DETAILED, AND TO AVOID

UNIQUE AND UNREASONABLE DELAYS TO THE PROJECT

SHOULD SUCH CONDITIONS BE DISCOVERED. TIMELY

IDENTIFICATION OF SUCH CONDITIONS SHALL PROVIDE FOR A

MINIMUM PERIOD OF TEN (10) WORKING DAYS DURING WHICH

TIME THE ARCHITECT WILL EVALUATE THE CONDITIONS AND

MAKE RECOMMENDATIONS FOR ACCOMMODATING NEW WORK.

THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND

EXTENT OF THE LIFE SAFETY SYSTEM (INCLUDING BUT NOT

LIMITED TO SPRINKLER SYSTEMS, SMOKE DETECTION

SYSTEMS, EMERGENCY LIGHTING SYSTEMS) AS THEY MAY BE

AFFECTED BY THE NEW WORK. THE CONTRACTOR IS

RESPONSIBLE FOR ACCOMMODATING THESE SYSTEMS WHEN

AFFECTED BY NEW WORK SO THAT ALL APPLICABLE CODES

REQUIREMENTS ARE SATISFIED.

THE AREAS ADJACENT TO THE PROJECT ARE CURRENTLY

OCCUPIED, AND MUST REMAIN COMPLETELY OPERATIONAL

DURING THEIR BUSINESS HOURS. THE CONTRACTOR SHALL

COORDINATE WITH THE OWNER ANY CONSTRUCTION

ACTIVITIES WHICH MAY IMPEDE THEIR NORMAL OPERATIONS,

INCLUDING ANY ACTIVITY WHICH CREATES EXCESSIVE NOISE,

VIBRATION, DUST AND NOTIFY ANY OCCUPANTS OF THE

BUILDING OF ANY CONSTRUCTION ACTIVITIES WHICH MAY

AFFECT THEIR ABILITY TO OPERATE NORMALLY.

THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS

TO PREVENT DAMAGE TO AREAS ADJACENT TO NEW

CONSTRUCTION OR OCCUPIED AREAS WHERE VARIOUS

SYSTEMS CONNECTIONS OR EXTENSIONS ARE REQUIRED AND

SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY

CONSTRUCTION ACTIVITIES.

THE CONTRACTOR SHALL IDENTIFY POINTS OF ACCESS TO THE

BUILDING AND VERIFY MINIMUM CLEARANCES AVAILABLE FOR

USE IN TRANSPORTING NECESSARY CONSTRUCTION

MACHINERY, EQUIPMENT, MATERIALS, AND COMPONENTS INTO

THE BUILDING. USE OF SUCH POINTS OF ACCESS SHALL BE

APPROVED BY THE OWNER.

THE CONTRACTOR SHALL IDENTIFY EXISTING COMPONENTS

AND ASSEMBLIES WITHIN THE BUILDING THAT ARE

CONSTRUCTED AS FIRE-RATED OR SMOKE ASSEMBLIES; SHALL

NOTE ANY DISCREPANCIES AND/OR CONFLICTS INVOLVING

EXISTING CONDITIONS AND BRING THEM TO THE ARCHITECT'S

ATTENTION IN WRITING.

THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN THE BUILDING

IN A WEATHER TIGHT CONDITION.

THE CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW

UTILITY LINES ON OR ADJACENT TO THE SITE AND NOTIFY ALL

UTILITY COMPANIES PRIOR TO STARTING DEMOLITION OR NEW

CONSTRUCTION.

THE CONTRACT LIMIT OF WORK SHOWN ON DRAWINGS IS

PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR.

ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY THE

CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR

ENSURING PROPER INTERFACE BETWEEN EXISTING AND NEW

WORK.

ALTERNATES

DEDUCT ALTERNATE 01:

THE GC SHALL NOT REMOVE THE PHOTOVOLTAIC SOLAR ARRAY

PANELS BUT SHLL CLEAN THE ROOF AREOUND THE PANELS AND

REPAIR / REPLACE AREAS OF THE ROOF THAT ARE DAMAGED.

THE GC SHALL VERIFY THAT ALL THE PANELS ARE WORKING

PROPERLY BEFORE WORKING IN AND AROUND THE PANELS AND

TEST EACH GROUP OF PANELS TO ASSURE THEY THEY ARE IN

GOOD WORKING ORDER.

DEFINITIONS

OWNER: U.S. DEPARTMENT OF VETERANS AFFAIRS

REPRESENTED BY THE CONTRACTING OFFICERS

REPRESENTATIVE (COR) OR THE RESIDENT

ENGINEER.

GC: GENERAL CONTRACTOR

CONTRACTOR:GENERAL CONTRACTOR

A/E: THE ARCHITECT AND ENGINEER(S) OF RECORD.

AHJ: THE AUTHORITY HAVING JURISDICTION - WHICH

IS THE OWNER.

ARCHITECTURE

A-000 COVER SHEET

A-001 INDEX AND GENERAL INFORMATION

A-002 ROOF PLAN

A-003 ROOF PLAN PHOTOS

A-004 ROOF PLAN STD DETAILS

A-005 ROOF PLAN STD DETAILS

A-200 EXTERIOR ELEVATIONS

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-203 EXTERIOR ELEVATIONS

A-204 EXTERIOR ELEVATIONS

A-205 EXTERIOR ELEVATIONS

F2 ABBREVIATIONS AND ANNOTATIONS LEGEND F7 PROJECT SCOPE

D6 GENERAL PROJECT NOTES D8 CONTRACTOR RESPONSIBILITIES

F6 ALTERNATES

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OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

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EA: EA03.0114CLIENT: 756-22-206

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A-001

INDEX AND GENERAL

INFORMATION

REPAIR THE BUILDING

ENVELOPE

06-30-2023 MDM RLS

5001 N. PIEDRAS / EL PASO, TEXAS 79930

06-30-2023

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E8 DEFINITIONS

LIST OF DRAWINGSF8

EL PASO VA HEALTH CARE SYSTEM

MR. KEVIN ANGELES

GENERAL ENGINEER SUPERVISOR, FSS

BUILDING 7781-B RM 102

OFFICE: 915-564-6100 EXT. 5057

ENAPAY, LLC - ARCHITECT OF RECORD

MR. ROGER STEPHENS, AIA

207 WEST MAIN STREET

MESQUITE, TX 75149

OFFICE: 972-285-2630

CELL: 214-505-0659

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REVISION SCHEDULE

No. DESCRIPTION DATE

1 Revision 1 / CORRECTIONS 01-26-24

EXISTING SOLAR PHOTOVOLTAIC (PV) SYSTEM

SHEETS 1 THROUGH 43

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OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

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EA: EA03.0114CLIENT: 756-22-206

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A-002

ROOF PLAN REPAIR THE BUILDING

ENVELOPE

06-30-2023 Checker Author

5001 N. PIEDRAS / EL PASO, TEXAS 79930

06-30-2023

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ROOF PLAN

EL PASO VA HEALTH CARE SYSTEM

MR. KEVIN ANGELES

GENERAL ENGINEER SUPERVISOR, FSS

BUILDING 7781-B RM 102

OFFICE: 915-564-6100 EXT. 5057

ENAPAY, LLC - ARCHITECT OF RECORD

MR. ROGER STEPHENS, AIA

207 WEST MAIN STREET

MESQUITE, TX 75149

OFFICE: 972-285-2630

CELL: 214-505-0659

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REVISION SCHEDULE

No. DESCRIPTION DATE

1 Revision 1 / CORRECTIONS 01-26-24

6,382.66 sf 6,432.72 sfAREA 1B = 6,383 SF AREA 2B = 6,433 SF

GARLAND ROOF AREA 'B' = 26,075 SF

GARLAND ROOF AREA 'A' = 938 SF

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GARLAND ROOF

AREA 'C'

1,950 SF

GARLAND ROOF AREA 'D' = 75,686 SF

8,951.56 sfAREA 1D = 8,952 SF 7,781.16 sfAREA 2D = 7,781 SF

12,003.51 sfAREA 3D = 11,641 SF

8,518.55 sf

AREA 4D = 8,332 SF

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GARLAND ROOF AREA

'F' = 10,861 SF

AREA F1 =

2,524 SF AREA F2 =

1,191 SF

N.I.C.

GARLAND ROOF

AREA 'H' = 912 SF

GARLAND ROOF

AREA 'G' = 678 SF

GARLAND ROOF

AREA 'I' = 1,710 SF

GARLAND ROOF

AREA 'J' = 186 SF

GARLAND ROOF

AREA 'K' = 233 SF

GARLAND ROOF

AREA 'L' = 8,595 SF

NON-COATED ROOF

AREA 'M' = 11,678 SF

NON-COATED ROOF

AREA 'N' = 624 SF

20'-0"

NON-COATED ROOF

AREA 'O' = 1,105 SF

NON-COATED ROOF

AREA 'P' = 563 SF

NON-COATED ROOF

AREA 'Q' = 1,189 SF

EXISTING SKYLIGHT

REFER TO C3/A-200

ADD 12 LF OF

FALL PROTECTION

SYSTEM / 24" TALL

/ OFFSET 10' FROM

EDGE

INDICATES THE EXISTING GARLAND

ROOF SYSTEM TO BE REPAIRED AND

OR REPLACED.

INDICATES THE EXISTING SOLAR

PANELS TO BE REMOVED IN PHASES,

SECURLEY STORED AND REINSTALLED

AFTER ROOF WORK IS COMPLETED.

REFER TO THE VA RECORD DAWINGS -

SOLAR ELECTRIC SYSTEM PROJECT -

529.20 / NORESCO REC SOLAR DATED

02-13-2018.

INDICATES THE EXISTING

SKYLIGHT - NO WORK REQUIRED

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

INDICATES THE EXISTING

NON-COATED ROOF SYSTEM TO

BE REMOVED AND REPLACED

WITH AN NEW GARLAND ROOF

SYSTEM.

F8 LEGEND AND PHASING NOTES

PHASING

PHASING IS NOTED FOR PRICING PURPOSES ONLY. THE GC WILL

HAVE TO COORDINATE WITH THE VA FACILITY WHEN REMOVING,

STORING AND REINSTALLING THE SOLAR PANELS SO AS TO NOT

INTERRUPT THE DAILY OPERATIONS OF THE FACILITY. PHASING

IS AS FOLLOWS:

PHASE 01 - ALL ROOFS THAT DO NOT HAVE SOLAR PANELS AND

THE SKYLIGHT REPAIR.

PHASE 02 - GARLAND ROOF AREA 'B' / '1B' / '2B'.

PHASE 03 - GARLAND ROOF AREA 'D' / '1D' / '2D'.

PHASE 04 - GARLAND ROOF AREA 'D' / '3D' / '4D'.

PHASE 05 - GARLAND ROOF AREA 'F' / 'F1' / 'F2'.

ANTENNA

STANDS TO

BE REMOVED

INDICATES AN EXISTING

SKYLIGHT TO BE REPAIRED -

REFER TO C3/A-200

RStephens Text Box

REFER TO SHEETS A-005 AND A-005 FOR TYPICAL GARLAND ROOFING DETAILS.

RStephens Text Box

REFER TO PHOTO C2/A-003 FOR IMAGE OF FALL PROTECTION

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VA DRAWING NUMBER:

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LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

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A-003

ROOF PLAN PHOTOS REPAIR THE BUILDING

ENVELOPE

06-30-2023 Checker Author

5001 N. PIEDRAS / EL PASO, TEXAS 79930

06-30-2023

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A1 PHOTO_01 A2 PHOTO_02 A3 PHOTO_03 A4 PHOTO_04 A5 PHOTO_05 A6 PHOTO_06 A7 PHOTO_07

B1 PHOTO_08 B2 PHOTO_09 B3 PHOTO_10 B4 PHOTO_11 B5 PHOTO_12 B6 PHOTO_13 B7 PHOTO_14

C1 PHOTO_15 C2 PHOTO_16 C3 PHOTO_17 C4 PHOTO_18 C5 PHOTO_19 C6 PHOTO_20 C7 PHOTO_21

D1 PHOTO_22 D2 PHOTO_23 D3 PHOTO_24 D4 PHOTO_25

F8 KEYNOTE LEGEND FOR SHEET A-003

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

02 41 00.A2 REMOVE THE EXISTING ROOF SYSTEM AND INSTALL

A NEW GARLAND ROOF SYSTEM - TYPICALLY

02 41 00.A3 ROOF DRAINS / OVERFLOW DRAINS ARE TO BE

CLEANED OUT TO DAYLIGHT - TYPICALLY

02 41 00.A4 SOLAR VOLTAIC PANELS ARE TO BE REMOVED,

STORED AND REINSTALLED TO ORIGINAL WORKING

CONDITION. THIS WILL ALLOW THE GC TO REPAIR /

REPLACE AREAS OF THE ROOF UNDER THE SOLAR

PANELS - TYPICALLY

02 41 00.A5 REPLACE THE EXISTING PITCH BOX AND INSTALL A

STAINLESS STEEL CAP - TYPICALLY

02 41 00.A6 INSTALL INSULATION WITH METAL COVER AND SEAL

TO PREVENT WATER INFILTRATION - TYPICALLY

02 41 00.A7 INSTALL NEW FLASHING AT ALL VERTICAL ROOF

PENETRATIONS - TYPICALLY

02 41 00.A8 MEMBRANE MOVEMENT STARTING TO CREATE

COATING CRACKS. RE-COAT AS REQUIRED -

TYPICALLY

02 41 00.A9 SOME PONDING OBSERVED ON THE EDGE OF THIS

SECTION. ADJUST TO ELIMINATE PONDING -

TYPICALLY

02 41 00.A10 DRAINAGE PIPE HAS BEEN BLOWN OFF. REPLACE

WITH NEW STAINLESS STEEL PIPE OF THE SAME

SIZE AND SHAPE - TYPICALLY

02 41 00.A11 THE CORNERS OF THE WALK PADS ARE COMING UP

AND THE PADS ARE SHOWING SIGN OF MINERAL

LOSS. REPLACE ALL WALK PADS WITH SAME SIZE,

COLOR, THICKNESS AS EXISTING. CORNERS ARE TO

BE ROUNDED - TYPICALLY

02 41 00.A12 SOME PONDING OBSERVED AROUND THE CRICKET.

ADJUST TO ELIMINATE PONDING - TYPICALLY

02 41 00.A13 AREA OF HIGH HEAT SHOWS SIGNS OF COATING

FAILURE. RE-COAT AS REQUIRED - TYPICALLY

02 41 00.A14 RE-SEAL EXISTING GARLAND ROOF SYSTEM WHERE

DELAMINATION HAS OCCURRED - TYPICALLY

02 41 00.A15 REPAIR ROOFING TO ELIMINATE PONDING - POWER

WASH THE ENTIRE ROOF - TYPICALLY

02 41 00.A16 PROPERLY SEAL AND RE-COAT EXISTING ROOF

REPAIR - TYPICALLY

02 41 00.A17 INSTALL MISSING CAPS ON ALL PITCH POCKETS -

TYPICALLY

02 41 00.A18 REMOVE LOOSE SOLAR PANEL BRACKETS FROM

ROOF. INSTALL SOLAR PANEL DEVICES ON PROPER

ROOF SUPPORTS. CONCRETE BLOCKS ARE

PROHIBITING WATER FLOW - ALLOWING PONDING

AND ADDING WEIGHT TO THE ROOFING INSULATION

AND MEMBRANE - TYPICALLY

02 41 00.B1 REMOVE THE EXISTING SKYLIGHT SYSTEM AND

INSTALL A NEW KALWALL SKYROOF (BASIS OF

DESIGN) CUSTOM SHED ROOF SYSTEM - MATCH THE

EXISTING COLOR. A WATER TEST WILL BE

REQUIRED. APPROX. 56'-0" IN LENGTH.

02 41 00.B2 THE EXISTING SKYLIGHT IS TO REMAIN - NO REPAIRS

REQUIRED

02 41 00.C1 REMOVE THE EXISTING ANTENNA, GUY WIRES,

SUPPORTS AND ANCHORS - REPAIR / REPLACE

DAMAGED ROOF - TYPICALLY

02 41 00.C11 CLEAN GUTTER AND DOWNSPOUT TO DAYLIGHT -

TYPICALLY

02 41 00.C12 REMOVE WOOD COVERING AT ALL ROOF

PENETRATIONS AND INSTALL A NEW STAINLESS

STEEL CAP - TYPICALLY

02 41 00.C13 REMOVE AND REINSTALL FALL PROTECTION -

TYPICALLY

D5 PHOTO_89 D6 PHOTO_90 D7 PHOTO_91

E1 PHOTO_92 E2 PHOTO_93 E3 PHOTO_94 E4 PHOTO_95 E5 PHOTO_96 E6 PHOTO_97 E7 PHOTO_98

F1 PHOTO_99 F2 PHOTO_100 F3 PHOTO_101 F4 PHOTO_102 F5 PHOTO_103 F6 PHOTO_104 F7 PHOTO_105

EL PASO VA HEALTH CARE SYSTEM

MR. KEVIN ANGELES

GENERAL ENGINEER SUPERVISOR, FSS

BUILDING 7781-B RM 102

OFFICE: 915-564-6100 EXT. 5057

ENAPAY, LLC - ARCHITECT OF RECORD

MR. ROGER STEPHENS, AIA

207 WEST MAIN STREET

MESQUITE, TX 75149

OFFICE: 972-285-2630

CELL: 214-505-0659

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REVISION SCHEDULE

No. DESCRIPTION DATE

1 Revision 1 / CORRECTIONS 01-26-24

A - THE ROOF PLAN SHOWS AN OVERALL COATED ROOF

SYSTEM (GARLAND) OF APPROXIMATELY 129,627

SQUARE FEET AND AN OVERALL NON-COATED ROOF

SYSTEM OF APPROXIMATELY 15,159 SQURE FEET. THE

GENERAL CONTRACTOR IS RESPONSIBLE FOR THE

THE FOLLOWING REPAIRS / REPLACEMENT:

01 - REPLACE THE EXISTING 15,159 SF OF ROOF WITH

A NEW GARLAND ROOF SYSTEM - MATCHING THE

EXISTING GARLAND ROOF SYSTEM.

02 - THE EXISTING AND NEW GARLAND ROOF SYSTEM

(144,786 SF) WILL HAVE TO BE BROUGHT INTO

WARRANTY COMPLIANCE - THIS MEANS RECOATING

OR REPLACING THE ROOF, INCLUDING CAP FLASHING,

SEALANTS, BASE FLASHING, BASE PLY, MEMBRANE,

COVER BOARD, INSULATION, AND NAILERS. REFER

TO SHEET A-004 AND A-005 FOR TYPICAL GARLAND

ROOFING DETAILS.

03 - REPAIR FLASHING AROUND CURBS AT ROOFTOP

UNITS AND EXHAUST FANS.

04 - ELIMINATE ALL PONDING AROUND ROOF DRAINS,

AREAS UNDER THE SOLAR PANELS AND AROUND

VERTICAL EQUIPMENT SUPPORTS ON THE EXISTING

GARLAND ROOF SYSTEM - ALLOW FOR

APPROXIMATELY 53,237 SF OF ROOF INSULATION

BOARD TO BE REPLACED AND NEW ROOFING TO BE

INSTALLED AND METAL SUPPORTS TO BE REFLASHED.

WHERE PONDING OCCURS AT ROOF AREAS THAT

DRAIN OVER THE EDGE OF THE ROOF, THE

INSULATION BOARD IS TO BE REPLACED CORRECTING

THE SLOPE ALLOWING FOR PROPER DRAINAGE.

ALLOW FOR APPROXIMATETY 419 SF OF NEW

ROOF / INSULATION BOARD TO BE INSTALLED AND

APPROXIMATELY 88 LF OF NEW DRIP EDGE / FLASHING

AT ROOF AREAS 'K' AND 'J'.

05 - CLEAN OUT ALL ROOF / OVER FLOW DRAINS TO

DAYLIGHT. ALLOW FOR APPROXIMATELY 60 ROOF /

OVER FLOW DRAINS. IN ADDITION, REPLACE THE

INSULATION AND INSTALL NEW ROOFING AROUND ALL

ROOF AND OVERFLOW DRAINS. ENSURE CORRECT

SLOPE AROUND ALL ROOF AND OVERFLOW DRAINS.

06 - REMOVE AND INSTALL NEW PITCH POCKETS AND

WATER TIGHT SHEET METAL RAIN COLLARS AT

ROOF PENETRATIONS. ALLOW FOR APPROX. 100.

07 - AREAS AROUND FLASHING AND EXPANSION

JOINTS THAT SHOW COATING CRACKS ARE TO BE

REPAIRED. ALLOW FOR APPROX. 500 LF.

08 - ALL 129,627 SF OF EXISTING GARLAND ROOF IS TO

BE CLEANED. POWER WAS SURFACES WITH GREATER

THAN 2,000 PSI - DO NOT FORCE WATER INTO THE

ROOF SYSTEM OR DAMAGE ROOF SURFACES.

09 - REPLACE ALL WALKPADS WITH NEW - SAME SIZE,

ROUNDED CORNERS. ALLOW FOR 75.

10 - AROUND THE SOLAR PANELS ROOF REPAIRS HAVE

BEEN MADE - THESE REPAIR PATCHES NEED TO BE

REPLACED, ALLOW FOR 50.

11 - REMOVE ALL CONCRETE BLOCKS ON THE ROOF

SYSTEM THAT SUPPORT THE SOLAR PANELS

EQUIPMENT. INSTALL PROPER SUPPORT FOR THE

SOLAR PANEL EQUIPMENT PER THE MANUFACTURER.

12 - PERIMETER FLASHING AND COPING AROUND THE

PERIMETER OF THE ROOFS NEED TO BE RESEALED.

ALLOW FOR 2,500 LF.

13 - ROOF, INSULATION, FLASHING ABOVE THE TRUCK

DOCK - AREA 'P' NEEDS TO BE REMOVED AND

REPLACED WITH A NEW GARLAND ROOF SYSTEM.

ENSURE PROPER SLOPE TO BOTH ROOF DRAINS.

B - REFER TO THE ROOF ASSESSMENT REPORT DATED

DECEMBER 15, 2021. THIS REPORT IS INCLUDED IN

THE IFC SUBMITTAL PACKAGE. THE GC IS

RESPONSIBLE FOR MAINTAINING THE ROOF SYSTEM

WARRANTY.

C - ALL WORK PERFORMED BY THE GENERAL

CONTRACTOR SHALL MEET GARLAND ROOF

REQUIREMENTS.

D8 GENERAL NOTES FOR SHEET A-003

N.I.C.

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OFFICE OF

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MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

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A-004

ROOF PLAN STD DETAILS REPAIR THE BUILDING

ENVELOPE

06-30-2023 MDM RLS

5001 N. PIEDRAS / EL PASO, TEXAS 79930

06-30-2023

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GARLAND ROOF 08

REVISION SCHEDULE

No. DESCRIPTION DATE

1 Revision 1 / CORRECTIONS 01-26-24

EL PASO VA HEALTH CARE SYSTEM

MR. KEVIN ANGELES

GENERAL ENGINEER SUPERVISOR, FSS

BUILDING 7781-B RM 102

OFFICE: 915-564-6100 EXT. 5057

ENAPAY, LLC - ARCHITECT OF RECORD

MR. ROGER STEPHENS, AIA

207 WEST MAIN STREET

MESQUITE, TX 75149

OFFICE: 972-285-2630

CELL: 214-505-0659

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OFFICE OF

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MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

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A-005

ROOF PLAN STD DETAILS REPAIR THE BUILDING

ENVELOPE

06-30-2023 MDM RLS

5001 N. PIEDRAS / EL PASO, TEXAS 79930

06-30-2023

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EL PASO VA HEALTH CARE SYSTEM

MR. KEVIN ANGELES

GENERAL ENGINEER SUPERVISOR, FSS

BUILDING 7781-B RM 102

OFFICE: 915-564-6100 EXT. 5057

ENAPAY, LLC - ARCHITECT OF RECORD

MR. ROGER STEPHENS, AIA

207 WEST MAIN STREET

MESQUITE, TX 75149

OFFICE: 972-285-2630

CELL: 214-505-0659

C1

GARLAND ROOF 09

C3

GARLAND ROOF 10

C5

GARLAND ROOF 11

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GARLAND ROOF 12

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GARLAND ROOF 13

F5

GARLAND ROOF 14

F7

GARLAND ROOF 15

REVISION SCHEDULE

No. DESCRIPTION DATE

1 Revision 1 / CORRECTIONS 01-26-24

DA CA AABA

4' - 8"

2' - 0"

1' - 0"

9' - 3 3/4"

/4

6' - 6"

/4

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CCCCCCC

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PATIO

MRI EQUIP. COURTYARD

OPEN OPEN OPEN OPEN

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5' - 11 3/4"

F3/A-200

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OFFICE OF

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MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

/8

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A-200

EXTERIOR ELEVATIONS REPAIR THE BUILDING

ENVELOPE

06-30-2023 MDM RLS

5001 N. PIEDRAS / EL PASO, TEXAS 79930

06-30-2023

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1/8" = 1'-0"

NORTH ELEVATION ANNEXF3

AMBULATORY

CARE

FACILITY

ANNEX

FULLY SPRINKLERED FACILITY

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

02 41 00.A1 THE SEALANT AT ALL THE EXISTING EXTERIOR

WINDOW, DOOR AND LOUVER FRAMES HAS

REACHED THE END OF ITS USEFUL LIFE AND IS

BEGINNING TO FAIL. REPLACE PERIMETER

SEALANT BETWEEN THE WINDOWS, DOORS AND

LOUVERS AND THE ADJACENT CONSTRUCTION -

TYPICALLY. DO NOT OBSTRUCT THE WEEPS AT

WINDOW SILLS OR SILL FLASHING WHEN APPLYING

NEW SEALANTS - TYPICALLY

02 41 00.B1 REMOVE THE EXISTING SKYLIGHT SYSTEM AND

INSTALL A NEW KALWALL SKYROOF (BASIS OF

DESIGN) CUSTOM SHED ROOF SYSTEM - MATCH

THE EXISTING COLOR. A WATER TEST WILL BE

REQUIRED. APPROX. 56'-0" IN LENGTH.

02 41 00.C2 REMOVE THE SEALANT AND BACKER RODS AT ALL

PRECAST CONCRETE PANELS AND INSTALL NEW

BACKER RODS AND SEALANT - TYPICALLY.

02 41 00.C4 WHERE THE FAÇADE OF THE BUILDING HAS

PENETRATIONS (LIGHTS, CAMERAS, STEEL

SUPPORTS FOR CANOPIES, MECHANICAL,

ELECTRICAL AND PLUMGING DEVICES) - REMOVE

THE OLD SEALANT AN INSTALL NEW SEALANT TO

MATCH THE BUILDING FIRE RATING - TYPICALLY.

02 41 00.C5 REMOVE THE SEALANT AT ALL PRECAST PANELS

BELOW THE EXTERIOR WINDOWS AND INSTALL

NEW SEALANT TO MATCH THE COLOR OF THE

ADJACENT MORTAR - TYPICALLY.

02 41 00.C6 REMOVE THE SEALANT AND BACKER RODS AT ALL

VERTICLE EXPANSION JOINTS AND INSTALL NEW

SEALANT AND BACKER RODS TO MATCH THE

COLOR OF THE ADJACENT MATERIAL - TYPICALLY.

02 41 00.C7 WEEPS ARE LOCATED APPROXIMATELY 4'-0" ON

CENTER - CLEAN OUT ALL WEEPS TO ENSURE THAT

THEY WILL DRAIN PROPERLY - TYPICALLY

02 41 00.C8 REMOVE THE EXISTING STOREFRONT DOOR

SYSTEM AND INSTALL A NEW DOOR SYSTEM,

INCLUDING THE AUTOMATIC DOOR OPENER -

MATCH THE EXISTING FINISH - TYPICALLY

02 41 00.C14 NO WORK REQUIRED ON THE PATIO STOREFRONT

AND DOOR - WEST SIDE.

E8 KEYNOTE LEGEND FOR SHEET A-200

D8 SYMBOL LEGEND FOR SHEET A-200

A8 GENERAL NOTES FOR SHEET A-200

A - THE DRAWINGS AND PHOTOGRAPHS ARE A GRAPHIC

REPRESENTATION SHOWING THE VARIOUS TYPICAL CONDITIONS

THAT WILL NEED TO BE ADDRESSED BY THE GENERAL CONTRACTOR.

IT REMAINS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO

ADDRESS ALL THESE CONDITIONS ON THE HOSPITALS BUILDING

ENVELOPE.

A5 PHOTO_73 A6 PHOTO_74

A7 PHOTO_75

B5 PHOTO_76 B6 PHOTO_77 B7 PHOTO_78

C7 PHOTO_79C6 PHOTO_80C5 PHOTO_81

D1 PHOTO_82 D2 PHOTO_83 D3 PHOTO_84 D4 PHOTO_85 D5 PHOTO_86 D6 PHOTO_87 D7 PHOTO_88

MRI EQUIP. COURTYARD MRI EQUIP. COURTYARD MRI EQUIP. COURTYARD

MRI EQUIP. COURTYARD

PATIO

PATIO

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PATIOPATIOPATIOPATIOPATIOPATIO

1/4" = 1'-0"

SKYLIGHT DETAILC3

NORTH

SOUTH

EASTWEST

F8 KEY PLAN FOR SHEET A-200

EL PASO VA HEALTH CARE SYSTEM

MR. KEVIN ANGELES

GENERAL ENGINEER SUPERVISOR, FSS

BUILDING 7781-B RM 102

OFFICE: 915-564-6100 EXT. 5057

ENAPAY, LLC - ARCHITECT OF RECORD

MR. ROGER STEPHENS, AIA

207 WEST MAIN STREET

MESQUITE, TX 75149

OFFICE: 972-285-2630

CELL: 214-505-0659

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No. DESCRIPTION DATE

1 Revision 1 / CORRECTIONS 01-26-24

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

8.4 7.3 5.06.3

A

A

B B

C C C C C C

CCCCCC

C1

D

DDD

C1 C1 C1 C1 C1D1 D1C1

D1 D1 D1

L1 L1

L2 L2

4' - 8"

W

W

W

E E E

W

W

PJ

PJ

2' - 0"

WS WS WS WS WS WS WS

WSWSWSWSWSWSWSWSWS

WS

PJ PJ

2' - 0"

4' - 8"

2' - 0"

3' - 6"

1' - 0"

/2

9' - 0"

W

PJ PJ

A

A

A1

B

C

C1

D

D1

E

L1

L2

PJ

W

WS

02 41 00.C2

02 41 00.A1

02 41 00.A1

02 41 00.A1

02 41 00.A1

02 41 00.A1

02 41 00.C5

02 41 00.A1

02 41 00.A1

02 41 00.C5

02 41 00.A1

02 41 00.C6

02 41 00.C7

NOT USED

02 41 00.A1

02 41 00.C5

02 41 00.C2

REFER TO PHOTO

B5 / A-201

02 41 00.C3

REFER TO PHOTO

B5 / A-201

02 41 00.A1

02 41 00.C4

02 41 00.C2

02 41 00.A1

02 41 00.C3

REFER TO PHOTO

C7/A-201

02 41 00.C4

02 41 00.C5

02 41 00.C2

02 41 00.A1

02 41 00.C5

02 41 00.C3

02 41 00.C2

02 41 00.C2

02 41 00.C202 41 00.C2

02 41 00.C2

02 41 00.A1

02 41 00.C202 41 00.C2

02 41 00.A1

02 41 00.C3

02 41 00.C2

02 41 00.A1

02 41 00.C2

02 41 00.C7

02 41 00.C2

02 41 00.C702 41 00.C7

02 41 00.A1

02 41 00.C2

02 41 00.A1

02 41 00.C2

02 41 00.A1

02 41 00.C4

F /A

-2

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OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

/8

EA: EA03.0114CLIENT: 756-22-206

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1 2 3 4 5 6 7 8

A-201

EXTERIOR ELEVATIONS REPAIR THE BUILDING

ENVELOPE

06-30-2023 MDM RLS

5001 N. PIEDRAS / EL PASO, TEXAS 79930

06-30-2023

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1/8" = 1'-0"

EAST ELEVATION ANNEXF3 FULLY SPRINKLERED FACILITY

E8 KEYNOTE LEGEND FOR SHEET A-201

D8 SYMBOL LEGEND FOR SHEET A-201

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

02 41 00.A1 THE SEALANT AT ALL THE EXISTING EXTERIOR

WINDOW, DOOR AND LOUVER FRAMES HAS

REACHED THE END OF ITS USEFUL LIFE AND IS

BEGINNING TO FAIL. REPLACE PERIMETER

SEALANT BETWEEN THE WINDOWS, DOORS AND

LOUVERS AND THE ADJACENT CONSTRUCTION -

TYPICALLY. DO NOT OBSTRUCT THE WEEPS AT

WINDOW SILLS OR SILL FLASHING WHEN APPLYING

NEW SEALANTS - TYPICALLY

02 41 00.C2 REMOVE THE SEALANT AND BACKER RODS AT ALL

PRECAST CONCRETE PANELS AND INSTALL NEW

BACKER RODS AND SEALANT - TYPICALLY.

02 41 00.C3 REPAIR THE PRECAST CONCRETE PANELS AND

APPLY A FINISH TO MATCH THE EXISTING TEXTURE

AND COLOR - TYPICALLY.

02 41 00.C4 WHERE THE FAÇADE OF THE BUILDING HAS

PENETRATIONS (LIGHTS, CAMERAS, STEEL

SUPPORTS FOR CANOPIES, MECHANICAL,

ELECTRICAL AND PLUMGING DEVICES) - REMOVE

THE OLD SEALANT AN INSTALL NEW SEALANT TO

MATCH THE BUILDING FIRE RATING - TYPICALLY.

02 41 00.C5 REMOVE THE SEALANT AT ALL PRECAST PANELS

BELOW THE EXTERIOR WINDOWS AND INSTALL NEW

SEALANT TO MATCH THE COLOR OF THE ADJACENT

MORTAR - TYPICALLY.

02 41 00.C6 REMOVE THE SEALANT AND BACKER RODS AT ALL

VERTICLE EXPANSION JOINTS AND INSTALL NEW

SEALANT AND BACKER RODS TO MATCH THE COLOR

OF THE ADJACENT MATERIAL - TYPICALLY.

02 41 00.C7 WEEPS ARE LOCATED APPROXIMATELY 4'-0" ON

CENTER - CLEAN OUT ALL WEEPS TO ENSURE THAT

THEY WILL DRAIN PROPERLY - TYPICALLY

A8 GENERAL NOTES FOR SHEET A-201

A5 PHOTO_62 A6 PHOTO_63 A7 PHOTO_64

B5 PHOTO_65 B6 PHOTO_66 B7 PHOTO_67

C5 PHOTO_68 C6 PHOTO_69 C7 PHOTO_70

A - THE DRAWINGS AND PHOTOGRAPHS ARE A GRAPHIC

REPRESENTATION SHOWING THE VARIOUS TYPICAL CONDITIONS

THAT WILL NEED TO BE ADDRESSED BY THE GENERAL CONTRACTOR.

IT REMAINS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO

ADDRESS ALL THESE CONDITIONS ON THE HOSPITALS BUILDING

ENVELOPE.

A4 PHOTO_71

B4 PHOTO_72

AMBULATORY

CARE

FACILITY

ANNEX

NORTH

SOUTH

EASTWEST

F8 KEY PLAN FOR SHEET A-201

EL PASO VA HEALTH CARE SYSTEM

MR. KEVIN ANGELES

GENERAL ENGINEER SUPERVISOR, FSS

BUILDING 7781-B RM 102

OFFICE: 915-564-6100 EXT. 5057

ENAPAY, LLC - ARCHITECT OF RECORD

MR. ROGER STEPHENS, AIA

207 WEST MAIN STREET

MESQUITE, TX 75149

OFFICE: 972-285-2630

CELL: 214-505-0659

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REVISION SCHEDULE

No. DESCRIPTION DATE

1 Revision 1 / CORRECTIONS 01-26-24

AA BA DACA

B B B B B

BBBBB

A

C C C C C C

CCCCCC

C1 C1 C1 C1 C1

WS WS WS WS WS WS

WSWSWSWSWSWS

D1 D1 D1

PJ PJ PJ

PJPJ

PJ PJ PJ PJ

PJ PJ PJ PJ PJ PJ

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A A 1 1

02 41 00.A102 41 00.A102 41 00.A1

02 41 00.C2

02 41 00.C202 41 00.C2

02 41 00.C4

02 41 00.C2

02 41 00.C2

02 41 00.C4

02 41 00.A1

02 41 00.A1

02 41 00.C5

02 41 00.A1

02 41 00.C4

02 41 00.A1

02 41 00.C5

02 41 00.C2

02 41 00.C702 41 00.C7

02 41 00.C7

02 41 00.A102 41 00.A1

02 41 00.C4

02 41 00.A1

02 41 00.A1

02 41 00.C2

02 41 00.C2

02 41 00.A1

A

A1

B

C

C1

D

D1

E

L1

L2

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WS

02 41 00.C2

02 41 00.A1

02 41 00.A1

02 41 00.A1

02 41 00.A1

02 41 00.A1

02 41 00.C5

02 41 00.A1

02 41 00.A1

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NOT USED

NOT USED1

NOT USED

NOT USED

F3/A-202

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OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

/8

EA: EA03.0114CLIENT: 756-22-206

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1 2 3 4 5 6 7 8

A-202

EXTERIOR ELEVATIONS REPAIR THE BUILDING

ENVELOPE

06-30-2023 MDM RLS

5001 N. PIEDRAS / EL PASO, TEXAS 79930

06-30-2023

R E

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1/8" = 1'-0"

SOUTH ELEVATION ANNEXF3 FULLY SPRINKLERED FACILITY

E8 KEYNOTE LEGEND FOR SHEET A-202

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

02 41 00.A1 THE SEALANT AT ALL THE EXISTING EXTERIOR

WINDOW, DOOR AND LOUVER FRAMES HAS

REACHED THE END OF ITS USEFUL LIFE AND IS

BEGINNING TO FAIL. REPLACE PERIMETER

SEALANT BETWEEN THE WINDOWS, DOORS AND

LOUVERS AND THE ADJACENT CONSTRUCTION -

TYPICALLY. DO NOT OBSTRUCT THE WEEPS AT

WINDOW SILLS OR SILL FLASHING WHEN APPLYING

NEW SEALANTS - TYPICALLY

02 41 00.C2 REMOVE THE SEALANT AND BACKER RODS AT ALL

PRECAST CONCRETE PANELS AND INSTALL NEW

BACKER RODS AND SEALANT - TYPICALLY.

02 41 00.C4 WHERE THE FAÇADE OF THE BUILDING HAS

PENETRATIONS (LIGHTS, CAMERAS, STEEL

SUPPORTS FOR CANOPIES, MECHANICAL,

ELECTRICAL AND PLUMGING DEVICES) - REMOVE

THE OLD SEALANT AN INSTALL NEW SEALANT TO

MATCH THE BUILDING FIRE RATING - TYPICALLY.

02 41 00.C5 REMOVE THE SEALANT AT ALL PRECAST PANELS

BELOW THE EXTERIOR WINDOWS AND INSTALL NEW

SEALANT TO MATCH THE COLOR OF THE ADJACENT

MORTAR - TYPICALLY.

02 41 00.C6 REMOVE THE SEALANT AND BACKER RODS AT ALL

VERTICLE EXPANSION JOINTS AND INSTALL NEW

SEALANT AND BACKER RODS TO MATCH THE

COLOR OF THE ADJACENT MATERIAL - TYPICALLY.

02 41 00.C7 WEEPS ARE LOCATED APPROXIMATELY 4'-0" ON

CENTER - CLEAN OUT ALL WEEPS TO ENSURE THAT

THEY WILL DRAIN PROPERLY - TYPICALLY

A8 GENERAL NOTES FOR SHEET A-202

A7 PHOTO_58

B7 PHOTO_59

A6 PHOTO_61

B6 PHOTO_61A

D8 SYMBOL LEGEND FOR SHEET A-202

A - THE DRAWINGS AND PHOTOGRAPHS ARE A GRAPHIC

REPRESENTATION SHOWING THE VARIOUS TYPICAL CONDITIONS

THAT WILL NEED TO BE ADDRESSED BY THE GENERAL CONTRACTOR.

IT REMAINS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO

ADDRESS ALL THESE CONDITIONS ON THE HOSPITALS BUILDING

ENVELOPE.

AMBULATORY

CARE

FACILITY

ANNEX

NORTH

SOUTH

EASTWEST

F8 KEY PLAN FOR SHEET A-202

EL PASO VA HEALTH CARE SYSTEM

MR. KEVIN ANGELES

GENERAL ENGINEER SUPERVISOR, FSS

BUILDING 7781-B RM 102

OFFICE: 915-564-6100 EXT. 5057

ENAPAY, LLC - ARCHITECT OF RECORD

MR. ROGER STEPHENS, AIA

207 WEST MAIN STREET

MESQUITE, TX 75149

OFFICE: 972-285-2630

CELL: 214-505-0659

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12" = 1'-0"C1 BACKER ROD 01 C4 BACKER ROD 02

REVISION SCHEDULE

No. DESCRIPTION DATE

1 Revision 1 / CORRECTIONS 01-26-24

3' - 6"

A1A A1A A1A A1A A1A A1A A1A A1A A1A A1A A1A

PJ E PJ PJ PJ PJ PJ PJ PJ PJ PJ E PJ E PJ PJ E PJ

PJ PJ

PJ

PJ

PJ

W

PJ PJ PJ PJ PJ PJ

PJ PJ

PJ

L3

F F F

G

F F F F

PJ PJ PJ PJ PJ PJ PJ

PJ

PJ

PJ PJ PJ PJ PJ PJ

PJ PJ PJ PJ

E E

W

W

W

REFER TO A-200 / PHOTOS D1 THRU D7 AND C5 & C6

MRI EQUIP. COURTYARD PATIO

9' - 3 3/4"

/4

6' - 6"

3' - 6" 6' - 6" 6' - 6"

PJ

REFER TO D5/A-200

02 41 00.C7

02 41 00.C402 41 00.C4

02 41 00.C202 41 00.C2

02 41 00.C7

02 41 00.C6

02 41 00.C202 41 00.C2

02 41 00.A1

02 41 00.C202 41 00.C2

02 41 00.C7

02 41 00.A1

02 41 00.A1

02 41 00.C202 41 00.C2

02 41 00.C202 41 00.C2

02 41 00.C4

02 41 00.C6

02 41 00.C7

02 41 00.C202 41 00.C2

02 41 00.A1

02 41 00.C10

02 41 00.A1

02 41 00.A1

02 41 00.C202 41 00.C2

02 41 00.A1

02 41 00.C202 41 00.C2

02 41 00.C6

02 41 00.A1

02 41 00.C4

02 41 00.C402 41 00.C402 41 00.C4

A

A1

A1A

B

C

C1

D

D1

E

F

G

L1

L3

PJ

W

02 41 00.C2

02 41 00.A1

02 41 00.A1

02 41 00.A1

02 41 00.A1

02 41 00.A1

02 41 00.A1

02 41 00.A1

02 41 00.C5

02 41 00.A1

02 41 00.C6

02 41 00.C7

02 41 00.A1

02 41 00.A1

02 41 00.A1

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

B4/A-203

F1/A-203

/2

/4

/2

/4

/8

/1

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OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

/8

EA: EA03.0114CLIENT: 756-22-206

P R

O J E

C T

N U

M B

E R

1 2 3 4 5 6 7 8

A-203

EXTERIOR ELEVATIONS REPAIR THE BUILDING

ENVELOPE

06-30-2023 MDM RLS

5001 N. PIEDRAS / EL PASO, TEXAS 79930

06-30-2023

R E

P A

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F1 NORTH_01 ORIGINAL BLDG

1/8" = 1'-0"

SOUTH_01 ORIGINAL BLDGB4

FULLY SPRINKLERED FACILITY

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

02 41 00.A1 THE SEALANT AT ALL THE EXISTING EXTERIOR

WINDOW, DOOR AND LOUVER FRAMES HAS

REACHED THE END OF ITS USEFUL LIFE AND IS

BEGINNING TO FAIL. REPLACE PERIMETER

SEALANT BETWEEN THE WINDOWS, DOORS AND

LOUVERS AND THE ADJACENT CONSTRUCTION -

TYPICALLY. DO NOT OBSTRUCT THE WEEPS AT

WINDOW SILLS OR SILL FLASHING WHEN

APPLYING NEW SEALANTS - TYPICALLY

02 41 00.C2 REMOVE THE SEALANT AND BACKER RODS AT ALL

PRECAST CONCRETE PANELS AND INSTALL NEW

BACKER RODS AND SEALANT - TYPICALLY.

02 41 00.C4 WHERE THE FAÇADE OF THE BUILDING HAS

PENETRATIONS (LIGHTS, CAMERAS, STEEL

SUPPORTS FOR CANOPIES, MECHANICAL,

ELECTRICAL AND PLUMGING DEVICES) - REMOVE

THE OLD SEALANT AN INSTALL NEW SEALANT TO

MATCH THE BUILDING FIRE RATING - TYPICALLY.

02 41 00.C5 REMOVE THE SEALANT AT ALL PRECAST PANELS

BELOW THE EXTERIOR WINDOWS AND INSTALL

NEW SEALANT TO MATCH THE COLOR OF THE

ADJACENT MORTAR - TYPICALLY.

02 41 00.C6 REMOVE THE SEALANT AND BACKER RODS AT ALL

VERTICLE EXPANSION JOINTS AND INSTALL NEW

SEALANT AND BACKER RODS TO MATCH THE

COLOR OF THE ADJACENT MATERIAL - TYPICALLY.

02 41 00.C7 WEEPS ARE LOCATED APPROXIMATELY 4'-0" ON

CENTER - CLEAN OUT ALL WEEPS TO ENSURE

THAT THEY WILL DRAIN PROPERLY - TYPICALLY

02 41 00.C10 REPLACE THE EXISTING FLASHING ABOVE THE

MAIN ENTRANCE CANOPY - TYPICALLY

E8 KEYNOTE LEGEND FOR SHEET A-203

A8 GENERAL NOTES FOR SHEET A-203

C1 PHOTO_44 C2 PHOTO_45 C3 PHOTO_46 C4 PHOTO_47

C5 PHOTO_48 C6 PHOTO_49 C7 PHOTO_50

D1 PHOTO_51 D2 PHOTO_52 D3 PHOTO_53 D4 PHOTO_54 D5 PHOTO_55 D6 PHOTO_56 D7 PHOTO_57

D8 SYMBOL LEGEND FOR SHEET A-203

A - THE DRAWINGS AND PHOTOGRAPHS ARE A GRAPHIC

REPRESENTATION SHOWING THE VARIOUS TYPICAL CONDITIONS

THAT WILL NEED TO BE ADDRESSED BY THE GENERAL CONTRACTOR.

IT REMAINS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO

ADDRESS ALL THESE CONDITIONS ON THE HOSPITALS BUILDING

ENVELOPE.

B - DOORS WITH BROKEN GLASS WILL BE REPLACED. THE GENERAL

CONTRACTOR SHALL NOT INCLUDE THIS ITEM IN THEIR BID.

AMBULATORY

CARE

FACILITY

ANNEX

NORTH

SOUTH

EASTWEST

F8 KEY PLAN FOR SHEET A-203

EL PASO VA HEALTH CARE SYSTEM

MR. KEVIN ANGELES

GENERAL ENGINEER SUPERVISOR, FSS

BUILDING 7781-B RM 102

OFFICE: 915-564-6100 EXT. 5057

ENAPAY, LLC - ARCHITECT OF RECORD

MR. ROGER STEPHENS, AIA

207 WEST MAIN STREET

MESQUITE, TX 75149

OFFICE: 972-285-2630

CELL: 214-505-0659

S N

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REVISION SCHEDULE

No. DESCRIPTION DATE

1 Revision 1 / CORRECTIONS 01-26-24

EMERGENCY

W B

A M

C

A B

PJ PJ

PJ PJ

9' - 0"

3' - 6"

3' - 6"

5' - 0"

3' - 6"

WS WS WS WS

WS

C C

C

C C C C

M A

T C

H L

IN

E

L1 L1

BA

PJPJPJPJPJPJPJPJPJ

PJPJPJPJPJPJ

PJ

STOREFRONT N.I.C.

PJ

PJ PJ PJ3' - 6"

5' - 0"

C C C

C

C C C C C C C

W W

W

W

W

W

W

WS WS WS

W

E E

E

N.I.C.

M A

T C

H L

IN

E

3' - 6"

02 41 00.A102 41 00.A1

02 41 00.C2

02 41 00.C4

N.I.C.

N.I.C

02 41 00.A102 41 00.A1

02 41 00.C5

02 41 00.C2

N.I.C.

02 41 00.C2

02 41 00.C6

N.I.C.

02 41 00.C2

02 41 00.A1

N.I.C.

N.I.C.

02 41 00.A1

02 41 00.C2

02 41 00.C6

02 41 00.C5

02 41 00.A1

02 41 00.C7

02 41 00.C702 41 00.C7

02 41 00.C2

02 41 00.C7

02 41 00.C2

02 41 00.A1

02 41 00.C5

02 41 00.C7

02 41 00.C7

02 41 00.C2

02 41 00.A1

02 41 00.C5

02 41 00.C7

02 41 00.A102 41 00.A1

02 41 00.C4

02 41 00.A1

02 41 00.A1

02 41 00.C702 41 00.C702 41 00.C7

02 41 00.A102 41 00.A1

02 41 00.C702 41 00.C702 41 00.C7

02 41 00.C2

02 41 00.C4

02 41 00.A1

02 41 00.C7

02 41 00.C7

02 41 00.C2

02 41 00.C702 41 00.C7

02 41 00.A1

02 41 00.C2

02 41 00.C4

02 41 00.C702 41 00.C7

02 41 00.A1

REFER TO PHOTOS A1, B1, C1, D1 AND E1 / A-204

N.I.C.

REFER TO PHOTOS A1, B1, C1, D1 AND E1 / A-204 REFER TO PHOTOS A1, B1, C1, D1 AND E1 / A-204 REFER TO PHOTOS A1, B1, C1, D1 AND E1 / A-204

A

A1

B

C

C1

D

D1

E

L1

L2

PJ

W

WS

02 41 00.C2

02 41 00.A1

02 41 00.A1

02 41 00.A1

02 41 00.A1

02 41 00.A1

02 41 00.C5

02 41 00.A1

02 41 00.A1

02 41 00.C5

02 41 00.A1

02 41 00.C6

02 41 00.C7

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

B ,D

/A

-2

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

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EA: EA03.0114CLIENT: 756-22-206

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A-204

EXTERIOR ELEVATIONS REPAIR THE BUILDING

ENVELOPE

06-30-2023 MDM RLS

5001 N. PIEDRAS / EL PASO, TEXAS 79930

06-30-2023

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1/8" = 1'-0"

WEST ELEV 01B2

1/8" = 1'-0"

WEST ELEV 02D2

A1 PHOTO_26

B1 PHOTO_27

C1 PHOTO_28

D1 PHOTO_29

E1 PHOTO_30 E2 PHOTO_31 E3 PHOTO_32 E4 PHOTO_33 E5 PHOTO_34 E6 PHOTO_35 E7 PHOTO_36

F1 PHOTO_37 F2 PHOTO_38 F3 PHOTO_39 F4 PHOTO_40 F5 PHOTO_41 F6 PHOTO_42 F7 PHOTO_43

E8 KEYNOTE LEGEND FOR SHEET A-204

FULLY SPRINKLERED FACILITY

A8 GENERAL NOTES FOR SHEET A-204

D8 SYMBOL LEGEND FOR SHEET A-204

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

02 41 00.A1 THE SEALANT AT ALL THE EXISTING EXTERIOR

WINDOW, DOOR AND LOUVER FRAMES HAS

REACHED THE END OF ITS USEFUL LIFE AND IS

BEGINNING TO FAIL. REPLACE PERIMETER SEALANT

BETWEEN THE WINDOWS, DOORS AND LOUVERS

AND THE ADJACENT CONSTRUCTION - TYPICALLY.

DO NOT OBSTRUCT THE WEEPS AT WINDOW SILLS

OR SILL FLASHING WHEN APPLYING NEW SEALANTS

- TYPICALLY

02 41 00.C2 REMOVE THE SEALANT AND BACKER RODS AT ALL

PRECAST CONCRETE PANELS AND INSTALL NEW

BACKER RODS AND SEALANT - TYPICALLY.

02 41 00.C4 WHERE THE FAÇADE OF THE BUILDING HAS

PENETRATIONS (LIGHTS, CAMERAS, STEEL

SUPPORTS FOR CANOPIES, MECHANICAL,

ELECTRICAL AND PLUMGING DEVICES) - REMOVE

THE OLD SEALANT AN INSTALL NEW SEALANT TO

MATCH THE BUILDING FIRE RATING - TYPICALLY.

02 41 00.C5 REMOVE THE SEALANT AT ALL PRECAST PANELS

BELOW THE EXTERIOR WINDOWS AND INSTALL NEW

SEALANT TO MATCH THE COLOR OF THE ADJACENT

MORTAR - TYPICALLY.

02 41 00.C6 REMOVE THE SEALANT AND BACKER RODS AT ALL

VERTICLE EXPANSION JOINTS AND INSTALL NEW

SEALANT AND BACKER RODS TO MATCH THE COLOR

OF THE ADJACENT MATERIAL - TYPICALLY.

02 41 00.C7 WEEPS ARE LOCATED APPROXIMATELY 4'-0" ON

CENTER - CLEAN OUT ALL WEEPS TO ENSURE THAT

THEY WILL DRAIN PROPERLY - TYPICALLY

A - THE DRAWINGS AND PHOTOGRAPHS ARE A GRAPHIC

REPRESENTATION SHOWING THE VARIOUS TYPICAL CONDITIONS

THAT WILL NEED TO BE ADDRESSED BY THE GENERAL CONTRACTOR.

IT REMAINS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO

ADDRESS ALL THESE CONDITIONS ON THE HOSPITALS BUILDING

ENVELOPE.

AMBULATORY

CARE

FACILITY

ANNEX

NORTH

SOUTH

EASTWEST

F8 KEY PLAN FOR SHEET A-204

EL PASO VA HEALTH CARE SYSTEM

MR. KEVIN ANGELES

GENERAL ENGINEER SUPERVISOR, FSS

BUILDING 7781-B RM 102

OFFICE: 915-564-6100 EXT. 5057

ENAPAY, LLC - ARCHITECT OF RECORD

MR. ROGER STEPHENS, AIA

207 WEST MAIN STREET

MESQUITE, TX 75149

OFFICE: 972-285-2630

CELL: 214-505-0659

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REVISION SCHEDULE

No. DESCRIPTION DATE

1 Revision 1 / CORRECTIONS 01-26-24

ANNEX BUILDING NOT SHOWN

3' - 6"

3' - 4"

6' - 11 3/4"

5' - 0"

8' - 0" 6' - 0"

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RETAINING WALL

HOSPITAL ENTRANCE

6' - 0"

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02 41 00.C2

02 41 00.A1

02 41 00.A1

02 41 00.A1

02 41 00.A1

02 41 00.A1

02 41 00.C5

02 41 00.A1

02 41 00.A1

02 41 00.C5

02 41 00.A1

02 41 00.C6

02 41 00.C7

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

02 41 00.A1

02 41 00.C4

02 41 00.A102 41 00.A1

02 41 00.C402 41 00.C4

02 41 00.C402 41 00.C7 02 41 00.A102 41 00.A1 02 41 00.A1

02 41 00.C7

02 41 00.C4

02 41 00.A1

02 41 00.C6

02 41 00.C4

02 41 00.A1

02 41 00.A102 41 00.A1

02 41 00.C6

02 41 00.A1

02 41 00.A1

02 41 00.C9

02 41 00.C4

02 41 00.C6

02 41 00.C9

REFER TO B4, B5 / A-205 FOR EXTERIOR…