Attachment Drawings Remediate Old Parking Garag.pdf
PDF 2 MB Posted
- Attached to
- Z2DA--654-24-004 | Remediate Old Parking Garage
- Solicitation number
- 36C26126Q1297
About this file
This is a Bridging Documents package for a Parking Garage Structural Evaluation and Repair project at the Reno Veterans Affairs Medical Center (VAMC), located at 975 Kirman Avenue, Reno, Nevada 89502. The documents are issued by the U.S. Department of Veterans Affairs, Office of Construction and Facilities Management, with an issue date of June 26, 2026, and serve as non-construction guidance for Building 13.
The project scope encompasses structural evaluation and repair of a multi-level parking garage originally constructed in 1945. Key repair requirements include addressing concrete spalling and corroded rebar at slab edges, metal deck corrosion and deterioration at underside locations, perimeter column corrosion at multiple deck levels, traffic coating failures requiring mortar and patch repairs, and stair deterioration. Repair procedures mandate wire brushing, hydro-demolition to sound concrete (minimum 1/4-inch depth), application of corrosion inhibitors such as Sika Ferrogard 903, spray-applied protective coatings, and thixotropic shrinkage-compensated repair mortars. The documents specify concrete performance standards requiring 4,500 PSI 28-day compressive strength, reinforcing bar compliance with ASTM A615 Grade 60, and adherence to ACI 301, ACI 318, and IBC 2018 standards. Contractor responsibilities include obtaining shop drawing approvals from the Structural Engineer of Record prior to fabrication, maintaining traffic control and pedestrian safety during construction, verifying existing conditions before demolition, and preparing record drawings documenting all as-built details. The Architect/Engineer of Record is listed as Kearns & West, Inc., based in Quincy, Massachusetts.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C26126Q1297 0001.docx | DOCX document | |
| Supplemental Price Breakdown by Division Sheet.docx | DOCX document | |
| 36C26126Q1297_1.docx | DOCX document | |
| Attachment - REQUEST FOR INFORMATION RFI FORM.docx | DOCX document | |
| Key Personnel Evaluation.docx | DOCX document |
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Text version
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990
PARKING GARAGE REPAIR
Reno VAMC 975 Kirman Ave Reno, NV 89502
06.26.2026
Drawing Scale
QS HA
BUILDING 13
BRIDGING DOCUMENTS
NOT FOR CONSTRUCTION
G-001
STRUCTURAL NOTES
G-001 COVER PAGE
S-001 STRUCTURAL NOTES AND ABBREVIATIONS
S-100 GROUND LEVEL DAMAGE PLAN
S-100.1 2ND LEVEL DAMAGE PLAN
S-101 REPAIR DETAILS (1)
S-102 REPAIR DETAILS (2)
DRAWING SHEET INDEX
VA U.S. Department of Veterans Affairs
BRIDGING DOCUMENTS
Project Name: PARKING GARAGE STRUCTURAL EVALUATIONS Project Address: RENO VAMC, 975 KIRMAN AVENUE, NV 89502
PROJECT SCOPE
N/A
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990
PARKING GARAGE REPAIR
Reno VAMC 975 Kirman Ave Reno, NV 89502
06.26.2026
Drawing Scale
QS HA
BUILDING 13
BRIDGING DOCUMENTS
NOT FOR CONSTRUCTION
S-001
STRUCTURAL NOTES AND
ABBREVIATIONS
ARCH - ARCHITECT / ARCHITECTURAL
BLDG - BUILDING
B.OT. - BOTTOM
CL - CENTERLINE
CONC - CONCRETE
CONN - CONNECTION
CONT - CONTINUOUS / CONTINUOUSLY
DET - DETAIL
DIA - DIAMETER
DWG - DRAWING
EX - EXISTING
EQ - EQUAL
FAB - FABRIC
FS - FAR SIDE
FTG - FOOTING
GALV - GALVANIZED
LG - LONG
MAX - MAXIMUM
MECH - MECHANICAL
MIN - MINIMUM
N.S. - NEAR SIDE
O.C. - ON CENTER
OPG - OPENING
PL - PENETRATION PLATE
STG/STD - STEEL / STANDARD
T.O.B - TOP OF BEAM ELEVATION
T.O.C - TOP OF CONCRETE
TYP - TYPICAL
TRANSV - TRANSVERSE
TRIANG - TRIANGULAR
U.N.O. - UNLESS NOTED OTHERWISE
V.I.F - VERIFY IN FIELD
W/ - WITH
W/O - WITHOUT
W - WIDE FLANGE
GENERAL NOTES
1. GENERAL NOTES ON THIS DRAWING REFER ONLY TO STRUCTURAL WORK WITH SCOPE OF WORK LIMITED TO GARAGE
REPAIR.
2. THE STRUCTURAL NOTES ARE INTENDED TO COMPLEMENT THE PROJECT SPECIFICATIONS WHICH ARE PART OF THE CONTRACT DOCUMENTS. SPECIFIC NOTES AND DETAILS ON THE DRAWINGS SHALL GOVERN OVER STRUCTURAL NOTES
AND TYPICAL DETAILS.
3. WORK SHALL CONFORM TO APPLICABLE BUILDING CODES, ORDINANCES, AND REGULATIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES AND PROCEDURES EMPLOYED IN THE PERFORMANCE OF
WORK.
4. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE STRUCTURAL ENGINEER OF RECORDS BEFORE PROCEEDING WITH ANY CHANGES, SUBSTITUTIONS OR MODIFICATIONS. ANY WORK EXECUTED BY THE CONTRACTOR WITHOUT RECEIVING WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD WILL BE AT CONTRACTOR'S
OWN RISK.
5. THE CONTRACT DOCUMENTS REPRESENT THE COMPLETED STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE TEMPORARY SHORING AND BRACING FOR STRUCTURAL ELEMENTS UNTIL THE ENTIRE
STRUCTURAL SYSTEM IS COMPLETE.
6. THE CONTRACTOR SHALL VERIFY CONDITIONS AND DIMENSIONS AT THE SITE. IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN ON CONTRACT DOCUMENTS, CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD PRIOR TO
FABRICATION OR CONSTRUCTION OF ANY AFFECTED ELEMENTS.
7. THE CONTRACTOR SHALL COORDINATE AND VERIFY OPENINGS, DEPRESSIONS, DIMENSIONS, ELEVATIONS, EQUIPMENT SIZES AND LOCATIONS, INCLUDING SUPPORTS, AND DETAILS AS DETERMINED BY OTHER TRADES/DISCIPLINES INCLUDING, BUT NOT LIMITED TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL BEFORE FABRICATING AND ERECTING STRUCTURAL ELEMENTS. SIZES, LOCATIONS AND ANY ELEMENT THAT DIFFERS FROM WHAT IS SHOWN ON THE DRAWINGS
SHALL BE REPORTED TO THE STRUCTURAL ENGINEER OF RECORD.
8. DISCREPANCIES, CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER OF RECORD BEFORE PROCEEDING WITH THE WORK INVOLVED. IN CASE OF CONFLICT, FOLLOW THE MOST STRINGENT REQUIREMENT AT NO ADDITIONAL COST TO THE OWNER.
9. DRAWINGS AND DETAILS HAVE BEEN PREPARED WITH THE INTENT TO VISUALLY REPRESENT INFORMATION PROVIDED IN
SCALE FORM.
10. CONTRACTORS AND SUPPLIERS SHOULD NOT SCALE PLANS OR DETAILS FOR DIMENSIONAL INFORMATION.
11. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE TO VERIFY LOCATION OF NEW
AND EXISTING UTILITIES PRIOR TO BEGINNING DEMOLITION WORKS.
12. SITE VISITS OR OBSERVATIONS BY THE STRUCTURAL ENGINEER OF RECORD OR THEIR REPRESENTATIVE SHALL NEITHER
CONSTITUTE SUPERVISION NOR APPROVAL OF WORK.
13. STRUCTURAL STEEL DIMENSIONS ARE TO CENTER LINE OF BEAMS AND TO THE BACK OF CHANNELS AND ANGLES, U.N.O.
EXISTING CONDITIONS
1. THE EXISTING CONDITIONS ARE REPRESENTED BASED ON ORIGINAL DRAWINGS MADE AVAILABLE BY THE VETERANS
AFFAIRS (PLEASE REFER TO ORIGINAL DRAWINGS FOR MORE INFORMATION).
2. VERIFY DIMENSIONS, ELEVATIONS, AND DETAILS OF EXISTING STRUCTURES AND CONCRETE MASONRY UNIT (CMU)
WALLS WHERE THEY AFFECT THIS CONSTRUCTION.
3. NOTIFY THE STRUCTURAL ENGINEER OF RECORD IF THERE ARE ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS.
4. OBTAIN PRIOR APPROVAL FROM STRUCTURAL ENGINEER OF RECORD BEFORE CUTTING OPENINGS OR RECESSES OR
MAKING OTHER MODIFICATIONS TO EXISTING STRUCTURE NOT SHOWN ON DRAWINGS.
ALTERNATIVE DESIGN
1. CONTRACTORS ALTERNATIVES SHALL BE SUBMITTED TO THE OWNER IDENTIFYING COST AND/OR SCHEDULE IMPACT PRIOR TO ENGINEERING REVIEW. ALTERNATE STRUCTURAL SYSTEMS SHALL INCLUDE CALCULATIONS AND DRAWINGS CERTIFIED BY A PROFESSIONAL STRUCTURAL ENGINEER PRIOR TO STRUCTURAL REVIEW. THE CALCULATIONS MUST SHOW THE EQUIVALENCY OF THE ALTERNATE. ACCEPTANCE OF THE ALTERNATE BY THE STRUCTURAL ENGINEER OF
RECORD MUST BE IN WRITING.
MODIFICATIONS, SUBSTITUTIONS OR CHANGES
1. MODIFICATIONS, SUBSTITUTIONS OR CHANGES TO THE ORIGINAL CONTRACT DOCUMENTS MUST BE SUBMITTED TO THE
STRUCTURAL ENGINEER OF RECORD PRIOR TO COMMENCING WORK.
2. WRITTEN AUTHORIZATION BY THE STRUCTURAL ENGINEER OF RECORD IS REQUIRED FOR FIELD MODIFICATIONS TO THE STRUCTURAL SYSTEM, INCLUDING BUT NOT LIMITED TO: CONNECTIONS, CUTTING OR DRILLING THROUGH ANY STRUCTURAL ELEMENT, CUTTING OR RELOCATING OF CONCRETE REINFORCEMENT, EMBEDDED PLATES AND BOLTS.
BASIS OF DESIGN
1. GOVERNING CODES: IBC 2024, ASCE 7-22, ACI 318-19
2. STRUCTURAL DESIGN CRITERIA
2.1. DESIGN LOADS FOR GARAGE
2.1.1. LIVE LOADS: 40 PSF
2.1.2. MINIMUM CONCENTRATED LOAD: 3000 LB
2.2. HANDRAIL SYSTEM
2.2.1. MINIMUM CONCENTRATED LOAD AT ANY POINT: 200 LB
2.2.2. MINIMUM DISTRIBUTED LOAD AT ANY DIRECTION: 50 LB/FT
CONCRETE
CONCRETE FOR WEATHER EXPOSED STRUCTURE:
1. ALL CONCRETE CONSTRUCTION SHALL CONFORM ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE", ACI 305.1, ACI 306.1 UNLESS OTHERWISE NOTED.
2. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING REBARS, UNLESS OTHERWISE NOTED, SHALL CONFORM TO ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", ACI 117 AND THE ACI DETAILING MANUAL.
3. CONCRETE MUST REACH 4500 PSI AS 28-DAY COMPRESSIVE STRENGTH.
MINIMUM CEMENTITIOUS CONTENT: 675 LB/CU.YD.
MAX WATER-CEMENT RATIO (W/CM): 0.40
NOMINAL MAX AGGREGATE SIZE: 3/4"
AIR CONTENT (% BY VOLUME): 6%
SPECIFIED SLUMP RANGE: 1" - 4"
AIR ENTRAINING ADDITIVE: TO BE USED AS REQUIRED
A. ALL CEMENT SHALL BE TYPE I OR TYPE II PORTLAND CEMENT PER ASTM C150. TYPES IA AND IP ARE NOT
ACCEPTABLE. USE ONE BRAND OF CEMENT THROUGHOUT PROJECT.
B. ALL CONCRETE USED FOR CAST-IN-PLACE CONCRETE STRUCTURAL ELEMENTS SHALL CONTAIN THE SPECIFIED WATER REDUCING OR WATER REDUCING/RETARDING ADMIXTURE. ALL CONCRETE SLABS, PLACED AT AIR TEMPERATURE BELOW 50°F SHALL CONTAIN THE SPECIFIED NON-CORROSIVE, NON-CHLORIDE ACCELERATOR. ALL CONCRETE PLACED AT AIR TEMPERATURE ABOVE 80°F SHALL CONTAIN SPECIFIED WATER-REDUCING/RETARDER ADMIXTURE. ALL CONCRETE REQUIRED TO BE AIR-ENTRAINED SHALL CONTAIN AN APPROVED AIR-ENTRAINING ADMIXTURE. ALL PUMPED CONCRETE SHALL CONTAIN THE SPECIFIED HIGH-RANGE WATER-REDUCING ADMIXTURE.
C. AGGREGATES SHALL COMPLY TO ASTM C33 AND NOT BE ALKALI-SILICA REACTIVE IN ACCORDING TO ASTM C1778.
MAXIMUM TOTAL SULFUR LESS THAN 1%. WATER ABSORPTION LESS THAN 1%.
D. CALCIUM CHLORIDE SHALL NOT BE PERMITTED, NOT SHALL ANY ADMIXTURE CONTAINING CALCIUM CHLORIDE BE
PERMITTED.
REINFORCEMENT:
1. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. NO TACK WELDING OF REINFORCING IN THE FIELD
WILL BE PERMITTED.
2. DEFORMED BAR ANCHORS (DBA) SHALL CONFORM TO ASTM A1064, 70 KSI YIELD STRENGTH.
3. REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINJS UNLESS OTHERWISE NOTED ON
DRAWINGS.
4. ALL HOOKS SHOWN ON THE DRAWINGS SHALL BE STANDARD HOOKS UNLESS OTHERWISE NOTED.
5. WHERE CONTINUOUS BARS ARE CALLED FOR, THEY SHALL RUN CONTINUOUSLY AROUND CORNERS AND BE LAPPED AT NECESSARY SPLICES, OR HOOKED AT DISCONTINUOUS ENDS. LAP LENGTHS SHALL BE AS GIVEN IN THE SPLICE
AND DEVELOPMENT TABLE.
6. IN REINFORCED CONCRETE WALLS AND FOOTINGS PROVIDE CORNER DOWELS OF SAME SIZE AND SPACING AS HORIZONTAL REINFORCING. DOWELS SHALL HAVE A CLASS "B" LAP WITH HORIZONTAL REINFORCING IN EACH
DIRECTION.
7. MINIMUM LAP SPLICE IS 18" FOR #4 REBARS.
8. UNLESS NOTED OTHERWISE, CONCRETE REINFORCING SHALL BE PLACED WITH PROPER COVER TO PROVIDE PROTECTION IN ACCORDANCE WITH ACI 318 AND WITHIN DEVIATION TOLERANCES LISTED IN ACI 117.
8.1. GRADE BEAMS, FOOTINGS AND STRUCTURAL ELEMENTS AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"
8.2. SLAB: 1-1/2"
EXISTING CONDITIONS AND SELECTED STRUCTURAL DEMOLITION
1. THE EXISTING CONDITIONS ARE REPRESENTED BASED ON ORIGINAL STRUCTURAL DOCUMENTS DATED MAY 15TH 1945.
2. VERIFY DIMENSIONS, ELEVATIONS, AND DETAILS OF EXISTING STRUCTURES WHERE THEY AFFECT THIS
CONSTRUCTION.
3. NOTIFY THE STRUCTURAL ENGINEER OF RECORD IF THERE ARE ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS.
4. OBTAIN PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD BEFORE CUTTING OPENINGS OR RECESSES OR MAKING OTHER MODIFICATIONS TO EXISTING STRUCTURE NOT SHOWN ON STRUCTURAL DRAWINGS.
5. THE CONTRACTOR SHALL VISIT THE JOB SITE TO VERIFY EXISTING CONDITIONS, NOTING ANY DISCREPANCIES TO THE OWNER BEFORE DISTURBING EXISTING INSTALLATION. BEGINNING DEMOLITION WORK CONSTITUTES ACCEPTANCE OF
EXISTING CONDITIONS.
SHOP DRAWINGS AND SUBMITTAL
1. SUBMITTALS AND SHOP DRAWINGS WILL BE REVIEWED BY THE STRUCTURAL ENGINEER OF RECORD FOR GENERAL CONFORMANCE ONLY. THIS REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY FOR CORRECT DIMENSIONS AND QUANTITIES, DESIGN AND FABRICATION, AND PROPER FUNCTIONING OF MATERIALS AND
EQUIPMENT, NOR IN ANY WAY ALTER THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.
2. SHOP DRAWINGS OR RELATED SUBMITTALS SHALL NOT COMPRISE A VARIATION UNLESS PREVIOUSLY NOTED AND
ACKNOWLEDGED BY THE ENGINEER OF RECORD.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND STAMP SHOP DRAWINGS PRIOR TO SUBMITTAL.
4. FABRICATION PRIOR TO THE STRUCTURAL ENGINEER OF RECORD APPROVAL IS AT THE OWNER'S AND FABRICATOR'S
OWN RISK.
5. ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE CERTIFICATION STAMP
AND SIGNATURE OF A QUALIFIED AND LICENSED PROFESSIONAL ENGINEER.
6. SUBMIT FINAL SHOP DRAWINGS INCORPORATING REVIEW COMMENTS / CHANGES TO THE STRUCTURAL ENGINEER OF
RECORD FOR RECORD FOR RECORD ONLY.
7. CONTRACTOR SHALL MAINTAIN TWO SETS OF RECORD DRAWINGS WHICH SHOW AS-BUILT DETAILS OF ALL ASPECTS OF THE STRUCTURE, FOR REVIEW DURING CONSTRUCTION AND FOR SUBMISSION AT THE END OF THE PROJECT.
8. THE CONTRACTOR SHALL PREPARE AND IMPLEMENT A TRAFFIC CONTROL PLAN THAT MAINTAINS SAFE VEHICULAR AND PEDESTRIAN ACCESS DURING CONSTRUCTION. THE PLAN SHALL INCLUDE PHASED WORK SEQUENCING, TEMPORARY LANE OR PARKING CLOSURES, BARRICADES, SIGNAGE, AND DETOURS AS REQUIRED TO MINIMIZE
DISRUPTION TO FACILITY OPERATIONS AND EMERGENCY ACCESS.
9. REQUIRED SUBMITTALS.
HAND RAIL
1. HANDRAIL DESIGN SHALL FOLLOW IBC 2018 CHAPTER 1014.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND STAMP THE SHOP DRAWINGS BEFORE SUBMITTAL.
3. SUBMIT FINAL SHOP DRAWINGS INCORPORATING REVIEW COMMENTS/CHANGES TO THE STRUCTURAL ENGINEER OF
RECORD FOR RECORD FOR RECORD ONLY.
STRUCTURAL NOTES
STRUCTURAL ABBREVIATIONS
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990
PARKING GARAGE REPAIR
Reno VAMC 975 Kirman Ave Reno, NV 89502
06.26.2026
Drawing Scale
QS HA
BUILDING 13
BRIDGING DOCUMENTS
NOT FOR CONSTRUCTION
8 66
S-100
GROUND LEVEL DAMAGE PLAN
TYP
DECK EDGE GAUGE METAL CLOSURE TYPICAL AROUND PERIMTER OF SLAB. CUT AND REMOVE WHERE SEVERE DETERIORARION OCCURS.
CONCRETE SPAULLING AND CORRODED REBAR AT SLAB EDGE. WIRE BRUSH AND PATCH.
METAL DECK UNDERSIDE OF SLAB CORROSION. CUT OUT DECKING WHERE DEBRIS MAY FALL.
PERIMETER COLUMN COOROSION AT EDGE OF SLAB AT LEVEL 2. WIRE BRUSH AND COAT.
CORROSION AT BASE OF COLUMN AT UPPER DECK. WIRE BRUSH AND COAT.
CORROSION AT BASE OF COLUMN AT LOWER DECK. WIRE BRUSH AND COAT.
TRAFFIC COATING FAILURE AND CONCRETE SPAULLING AT UPPER DECK. REPAIR WITH MORTAR AND PATCH TRAFFIC COATING.
STAIR PAN CORROSION. REPLACE OR REPAIR STEEL PAN.
KEYNOTES: (NOT ALL KEYNOTES USED ON THIS SHEET)
1/16" = 1'
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Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990
PARKING GARAGE REPAIR
Reno VAMC 975 Kirman Ave Reno, NV 89502
06.26.2026
Drawing Scale
QS HA
BUILDING 13
BRIDGING DOCUMENTS
NOT FOR CONSTRUCTION
S-100.1
2ND LEVEL DAMAGE PLAN
1 TYP FULL PERIMETER
TYP SPORADICALY AT
UNDERSIDE OF DECK 5 TYP5
777 TYP 3 LOCS
4 TYP @ SOUTH SIDE COLUMNS
DECK EDGE GAUGE METAL CLOSURE TYPICAL AROUND PERIMTER OF SLAB. CUT AND REMOVE WHERE SEVERE DETERIORARION OCCURS.
CONCRETE SPAULLING AND CORRODED REBAR AT SLAB EDGE. WIRE BRUSH AND PATCH.
METAL DECK UNDERSIDE OF SLAB CORROSION. CUT OUT DECKING WHERE DEBRIS MAY FALL.
PERIMETER COLUMN COOROSION AT EDGE OF SLAB AT LEVEL 2. WIRE BRUSH AND COAT.
CORROSION AT BASE OF COLUMN AT UPPER DECK. WIRE BRUSH AND COAT.
CORROSION AT BASE OF COLUMN AT LOWER DECK. WIRE BRUSH AND COAT.
TRAFFIC COATING FAILURE AND CONCRETE SPAULLING AT UPPER DECK. REPAIR WITH MORTAR AND PATCH TRAFFIC COATING.
STAIR PAN CORROSION. REPLACE OR REPAIR STEEL PAN.
KEYNOTES: (NOT ALL KEYNOTES USED ON THIS SHEET)
1/16" = 1'
AutoCAD SHX Text 2.7
AutoCAD SHX Text 2.3
AutoCAD SHX Text 1.7
AutoCAD SHX Text 1.3
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text K
AutoCAD SHX Text J
AutoCAD SHX Text H
AutoCAD SHX Text G
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text F.5
AutoCAD SHX Text G.5
AutoCAD SHX Text N
AutoCAD SHX Text 3.1
AutoCAD SHX Text A.5
AutoCAD SHX Text M.5
AutoCAD SHX Text
3 1/2" CL OF COL
AutoCAD SHX Text
3 1/2" CL OF COL
AutoCAD SHX Text
7" CL. OF COL
AutoCAD SHX Text
7" CL. OF COL
AutoCAD SHX Text T.O.C. = (+)12'-1"
AutoCAD SHX Text T.O.C. = (+)9'-6"
AutoCAD SHX Text T.O.C. = (+)6'-6"
AutoCAD SHX Text T.O.C. = (+)7'-8"
AutoCAD SHX Text T.O.C. = (+)10'-6"
AutoCAD SHX Text T.O.C. = (+)12'-10"
AutoCAD SHX Text T.O.C. = (+)12'-0"
AutoCAD SHX Text T.O.C. = (+)10'-0"
AutoCAD SHX Text T.O.C. = (+)6'-9"
AutoCAD SHX Text T.O.C. = (+)12'-1"
AutoCAD SHX Text T.O.C. = (+)11'-9"
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990
PARKING GARAGE REPAIR
Reno VAMC 975 Kirman Ave Reno, NV 89502
06.26.2026
Drawing Scale
QS HA
BUILDING 13
BRIDGING DOCUMENTS
NOT FOR CONSTRUCTION
S-101
REPAIR DETAILS (1)
IMPORTANT NOTE:
1. ALWAYS REFER TO MANUFACTURER INSTRUCTIONS BEFORE PERFORMING ANY WORK.
PROCEDURE NOTE:
1. CUT AND REMOVE DAMAGED SECTIONS OF THE DECK EDGE.
2. CHIP OUT ALL LOOSE AND DETERIORATED CONCRETE AND CONCRETE COVER DOWN TO
SOUND CONCRETE. REMOVE ANY EXISTING CONCRETE PATCH. DEMOLITION SHALL BE
PERFORMED BY HAND SCRAPERS AND HYDRO-DEMOLITION FOR A THICKNESS NOT LESS THAN
1/4 INCH.
3. SANDBLAST REPAIRED SURFACES TO ACHIEVE A ROUGHENED SURFACE PROFILE WITH
UNEVENNESS LESS THAN 1/16 INCH.
4. APPLY A PROTECTIVE COATING, SUCH AS SIKAGARD 550W/670W OR APPROVED EQUAL FOR
ADDITIONAL PROTECTION OF STRUCTURES EXPOSED TO CHLORIDE-LADEN WATER SPLASHES.
5. APPLY A SPRAY-APPLIED CORROSION INHIBITOR, SUCH AS SIKA FERROGARD 903 OR
APPROVED EQUAL, TO AREAS OUTSIDE THE REPAIR ZONE TO REDUCE CORROSION EFFECTS
FROM CARBONATION AND SALT EXPOSURE.
6. FASTEN THE LOOSE END OF THE DECK EDGES.
DECK EDGE CORROSION
EXPOSED REBAR AND SPALLING ATSLAB EDGE
METAL DECK AT UNDERSIDE
TUBE COLUMNS AT THE PERIMETER OF THE ELEV. SLAB
IMPORTANT NOTE:
1. ALWAYS REFER TO MANUFACTURER INSTRUCTIONS BEFORE PERFORMING ANY WORK.
PROCEDURE NOTE:
1. CUT AND REMOVE DAMAGED SECTIONS OF THE DECK EDGE.
2. CHIP OUT ALL LOOSE AND DETERIORATED CONCRETE AND CONCRETE COVER DOWN TO SOUND
CONCRETE. REMOVE ANY EXISTING CONCRETE PATCH. DEMOLITION SHALL BE PERFORMED BY
HAND SCRAPERS AND HYDRO-DEMOLITION FOR A THICKNESS NOT LESS THAN 1/4 INCH.
3. REMOVE DETERIORATED CONCRETE SURROUNDING REINFORCING BARS AND TIES AS
REQUIRED FOR AT LEAST 3/8 INCH CLEARANCE ALL AROUND (OR A DISTANCE EQUAL TO THE
REBAR DIAMETER IF LARGER THAN 3/8 INCH) TO ENSURE ACCESSIBILITY FOR CLEANING AND
REPAIR.
4. CLEAN REINFORCING BARS AND TIES USING WIRE BRUSHES AND/OR WATER SANDBLASTING
FOR LARGER REPAIR AREAS.
5. REMOVE DEBRIS AND CLEAN THE WORK AREA WITH COMPRESSED AIR.
6. INSPECT EXISTING REINFORCING BARS. NOTIFY THE ENGINEER OF RECORD IF REINFORCING
STEEL SECTION LOSS EXCEEDS 20 PERCENT OF THE ORIGINAL BAR DIAMETER OR IF BAR
CONTINUITY IS COMPROMISED.
7. APPLY TWO COATS OF CORROSION PROTECTION COATING TO CLEANED REINFORCING STEEL IN
ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. USE SIKA ARMATEC 110 EPOCEM
OR APPROVED EQUAL.
8. SATURATE THE REPAIR AREA WITH WATER AND REMOVE STANDING WATER WITH DAMP RAGS
PRIOR TO MORTAR PLACEMENT.
9. APPLY A THIXOTROPIC, SHRINKAGE-COMPENSATED REPAIR MORTAR SUCH AS SIKATOP 123
PLUS OR APPROVED EQUAL.
10. PROVIDE A MINIMUM OF 24 HOURS OF WET CURING.
11. SANDBLAST REPAIRED SURFACES TO ACHIEVE A ROUGHENED SURFACE PROFILE WITH
UNEVENNESS LESS THAN 1/16 INCH.
12. APPLY A PROTECTIVE COATING, SUCH AS SIKAGARD 550W/670W OR APPROVED EQUAL FOR
ADDITIONAL PROTECTION OF STRUCTURES EXPOSED TO CHLORIDE-LADEN WATER SPLASHES.
13. APPLY A SPRAY-APPLIED CORROSION INHIBITOR, SUCH AS SIKA FERROGARD 903 OR APPROVED
EQUAL, TO AREAS OUTSIDE THE REPAIR ZONE TO REDUCE CORROSION EFFECTS FROM
CARBONATION AND SALT EXPOSURE.
14. FASTEN THE LOOSE END OF THE DECK EDGES.
IMPORTANT NOTE:
1. ALWAYS REFER TO MANUFACTURER INSTRUCTIONS BEFORE PERFORMING ANY WORK.
PROCEDURE NOTE:
1. CUT OUT AND REMOVE SEVERELY CORRODED PORTION OF THE DECK.
2. FASTEN THE LOOSE END OF THE DECK EDGES TO THE CONCRETE SLAB
3. IF SPALLING OF THE CONCRETE IS OCCURING, OR STEEL REINFORCEMENT IS EXPOSED,
NOTIFY THE ENGINEER OF RECORD IN WRITING FOR FURTHER INVESTIGATION.
4. CHIP OUT ALL LOOSE AND DETERIORATED CONCRETE AND CONCRETE COVER DOWN TO
SOUND CONCRETE. REMOVE ANY EXISTING CONCRETE PATCH. DEMOLITION SHALL BE
PERFORMED BY HAND SCRAPERS AND HYDRO-DEMOLITION FOR A THICKNESS NOT LESS
THAN 1/4 INCH.
5. APPLY A SPRAY-APPLIED CORROSION INHIBITOR, SUCH AS SIKA FERROGARD 903 OR
APPROVED EQUAL, TO AREAS OF THE REPAIR ZONE TO REDUCE CORROSION EFFECTS FROM
CARBONATION AND SALT EXPOSURE.
IMPORTANT NOTE:
1. ALWAYS REFER TO MANUFACTURER INSTRUCTIONS BEFORE PERFORMING ANY WORK.
PROCEDURE NOTE:
1. WIRE BRUSH OR GROUND TO REMOVE RUST TO GET CLEAN STEEL.
2. APPLY ZINC-RICH PRIMER, OR TWO-PART EPOXY COATING.
3. FINISH WITH ACRYLIC PAINT.
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990
PARKING GARAGE REPAIR
Reno VAMC 975 Kirman Ave Reno, NV 89502
06.26.2026
Drawing Scale
QS HA
BUILDING 13
BRIDGING DOCUMENTS
NOT FOR CONSTRUCTION
S-102
REPAIR DETAILS (2)
TYPICAL COLUMN AT UPPER DECK
TYPICAL COLUMN AT LOWER DECK
UPPER DECK CONCRETE AND COATING
SOUTH STAIRS
IMPORTANT NOTE:
1. ALWAYS REFER TO MANUFACTURER INSTRUCTIONS BEFORE PERFORMING ANY WORK.
PROCEDURE NOTE:
1. WIRE BRUSH OR GROUND TO REMOVE RUST TO GET CLEAN STEEL.
2. APPLY ZINC-RICH PRIMER, OR TWO-PART EPOXY COATING.
3. FINISH WITH ACRYLIC PAINT TO THE LOWER 12" OF ALL COLUMNS FOR SNOW PROTECTION.
IMPORTANT NOTE:
1. ALWAYS REFER TO MANUFACTURER INSTRUCTIONS BEFORE PERFORMING ANY WORK.
PROCEDURE NOTE:
1. WIRE BRUSH OR GROUND TO REMOVE RUST TO GET CLEAN STEEL.
2. APPLY ZINC-RICH PRIMER, OR TWO-PART EPOXY COATING.
3. FINISH WITH ACRYLIC PAINT TO THE LOWER 12" OF ALL COLUMNS FOR SNOW PROTECTION.
IMPORTANT NOTE:
1. ALWAYS REFER TO MANUFACTURER INSTRUCTIONS BEFORE PERFORMING ANY WORK.
PROCEDURE NOTE:
1. CHIP OUT ALL LOOSE AND DETERIORATED CONCRETE AND CONCRETE COVER DOWN TO
SOUND CONCRETE. REMOVE ANY EXISTING CONCRETE PATCH. DEMOLITION SHALL BE
PERFORMED BY HAND SCRAPERS AND HYDRO-DEMOLITION FOR A THICKNESS NOT LESS
THAN 1/4 INCH.
2. SATURATE THE REPAIR AREA WITH WATER AND REMOVE STANDING WATER WITH DAMP RAGS
PRIOR TO MORTAR PLACEMENT.
3. APPLY A THIXOTROPIC, SHRINKAGE-COMPENSATED REPAIR MORTAR SUCH AS SIKATOP 123
PLUS OR APPROVED EQUAL.
4. PROVIDE A MINIMUM OF 24 HOURS OF WET CURING.
5. SANDBLAST REPAIRED SURFACES TO ACHIEVE A ROUGHENED SURFACE PROFILE WITH
UNEVENNESS LESS THAN 1/16 INCH.
6. APPLY A PROTECTIVE COATING, SUCH AS SIKAGARD 550W/670W OR APPROVED EQUAL FOR
ADDITIONAL PROTECTION OF STRUCTURES EXPOSED TO CHLORIDE-LADEN WATER
SPLASHES.
7. APPLY A SPRAY-APPLIED CORROSION INHIBITOR, SUCH AS SIKA FERROGARD 903 OR
APPROVED EQUAL, TO AREAS OUTSIDE THE REPAIR ZONE TO REDUCE CORROSION EFFECTS
FROM CARBONATION AND SALT EXPOSURE.
IMPORTANT NOTE:
1. REPLACE THE EXISTING SOUTH STAIRS WITH A NEW PREFAB STAIRS OR PER OWNER'S
DIRECTION.
N/A
1. Repair stair deterioration wherever applicable.
VHARENNUGUIR
Line
VHARENNUGUIR
Line
| Bridging Documents - Reno Parking Garage Repairs Drawings.pdf |
| Sheets and Views |
| Reno Garage Structural DWG-G-001 |
| Reno Garage Structural DWG-S-001 |
| Reno Garage Structural DWG-S-100 |
| Reno Garage Structural DWG-S-100.1 |
| Reno Garage Structural DWG-S-101 |
| Reno Garage Structural DWG-S-102 |
File details come from the government source that posted it. Updated .