Attachement A-5 V2-892PC2037MNC_BD_DRAWINGS_02-22-2021_Part1.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

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

A/E OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

February 22, 2021Revisions: Date:

N/A ofDwg.

John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040

CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

892PC2037.23

PHASE 2 DEVELOPMENT

PW FD

BID DOCUMENT

COVER SHEET

VOLUME 2

G-102 127 243

AutoCAD SHX Text Miramar National Cemetery

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DATE FEBRUARY 22, 2021

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PROJECT NUMBER: 892PC2037.23

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DEPARTMENT OF VETERANS AFFAIRS

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%%UOWNER

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NATIONAL CEMETERY ADMINISTRATION

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%%USHEET INDEX - VOLUME 2

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%%UPROJECT TEAM

AutoCAD SHX Text NAME ROLE ROLE JG&A LANDSCAPE ARCHITECT-LEAD DESIGNER LANDSCAPE ARCHITECT-LEAD DESIGNER VDLA CEMETERY DESIGN/IRRIGATION DESIGN-SUBCONSULTANT CEMETERY DESIGN/IRRIGATION DESIGN-SUBCONSULTANT DAVY ARCHITECTURE ARCHITECTURE 3TERRAMP CIVIL MEP ENGINEERING CIVIL MEP ENGINEERING DESIGN BUILD CONSORTIUM SECURITY SECURITY R&R COST ESTIMATION COST ESTIMATION KIMLEY-HORN CIVIL#2 CIVIL#2

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NORTH

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REGIONAL LOCATION MAP NOT TO SCALE

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PROJECT SITE

AutoCAD SHX Text SHEET DWG. SHEET TITLE DWG. SHEET TITLE DWG. SHEET TITLE SHEET TITLE 126 G-102 COVER SHEET - VOLUME 2 G-102 COVER SHEET - VOLUME 2 COVER SHEET - VOLUME 2 127 I-111 SITE IRRIGATION PLAN I-111 SITE IRRIGATION PLAN SITE IRRIGATION PLAN 128 I-112 SITE IRRIGATION PLAN I-112 SITE IRRIGATION PLAN SITE IRRIGATION PLAN 129 I-113 SITE IRRIGATION PLAN I-113 SITE IRRIGATION PLAN SITE IRRIGATION PLAN 130 I-114 SITE IRRIGATION PLAN I-114 SITE IRRIGATION PLAN SITE IRRIGATION PLAN 131 I-115 SITE IRRIGATION PLAN I-115 SITE IRRIGATION PLAN SITE IRRIGATION PLAN 132 I-116 SITE IRRIGATION PLAN I-116 SITE IRRIGATION PLAN SITE IRRIGATION PLAN 133 I-501 IRRIGATION DETAILS I-501 IRRIGATION DETAILS IRRIGATION DETAILS 134 I-502 IRRIGATION DETAILS I-502 IRRIGATION DETAILS IRRIGATION DETAILS 135 I-503 IRRIGATION DETAILS I-503 IRRIGATION DETAILS IRRIGATION DETAILS 136 I-504 IRRIGATION DETAILS I-504 IRRIGATION DETAILS IRRIGATION DETAILS 137 I-505 IRRIGATION DETAILS I-505 IRRIGATION DETAILS IRRIGATION DETAILS 138 I-600 IRRIGATION EQUIPMENT LEGEND AND NOTES I-600 IRRIGATION EQUIPMENT LEGEND AND NOTES IRRIGATION EQUIPMENT LEGEND AND NOTES 139 L-111 SITE PLANTING PLAN L-111 SITE PLANTING PLAN SITE PLANTING PLAN 140 L-112 SITE PLANTING PLAN L-112 SITE PLANTING PLAN SITE PLANTING PLAN 141 L-113 SITE PLANTING PLAN L-113 SITE PLANTING PLAN SITE PLANTING PLAN 142 L-114 SITE PLANTING PLAN L-114 SITE PLANTING PLAN SITE PLANTING PLAN 143 L-115 SITE PLANTING PLAN L-115 SITE PLANTING PLAN SITE PLANTING PLAN 144 L-116 SITE PLANTING PLAN L-116 SITE PLANTING PLAN SITE PLANTING PLAN 145 L-117 PLANTING ENLARGEMENT PLAN - ADMINISTRATION BUILDING L-117 PLANTING ENLARGEMENT PLAN - ADMINISTRATION BUILDING PLANTING ENLARGEMENT PLAN - ADMINISTRATION BUILDING 146 LP501 PLANTING DETAILS LP501 PLANTING DETAILS PLANTING DETAILS 147 LP502 PLANTING DETAILS LP502 PLANTING DETAILS PLANTING DETAILS 148 L-600 PLANT MATERIAL SCHEDULE L-600 PLANT MATERIAL SCHEDULE PLANT MATERIAL SCHEDULE 149 L-601 PLANT MATERIAL SCHEDULE L-601 PLANT MATERIAL SCHEDULE PLANT MATERIAL SCHEDULE 150 A-002 SYMBOLS, ABBREVIATIONS, CODE ANALYSIS A-002 SYMBOLS, ABBREVIATIONS, CODE ANALYSIS SYMBOLS, ABBREVIATIONS, CODE ANALYSIS 151 AA-001 ADMINISTRATION BUILDING LIFE SAFETY PLAN AA-001 ADMINISTRATION BUILDING LIFE SAFETY PLAN ADMINISTRATION BUILDING LIFE SAFETY PLAN 152 AA-002 ADMINISTRATION BUILDING CONSTRUCTION PHASING PLAN AA-002 ADMINISTRATION BUILDING CONSTRUCTION PHASING PLAN ADMINISTRATION BUILDING CONSTRUCTION PHASING PLAN 153 AA-102 ADMINISTRATION BUILDING SITE PLAN AA-102 ADMINISTRATION BUILDING SITE PLAN ADMINISTRATION BUILDING SITE PLAN 154 AA-103 ADMINISTRATION BUILDING DEMOLITION FLOOR PLAN AA-103 ADMINISTRATION BUILDING DEMOLITION FLOOR PLAN ADMINISTRATION BUILDING DEMOLITION FLOOR PLAN 155 AA-104 ADMINISTRATION BUILDING FLOOR PLAN AA-104 ADMINISTRATION BUILDING FLOOR PLAN ADMINISTRATION BUILDING FLOOR PLAN 156 AA-105 ADMINISTRATION BUILDING DEMOLITION REFLECTED CEILING PLAN AA-105 ADMINISTRATION BUILDING DEMOLITION REFLECTED CEILING PLAN ADMINISTRATION BUILDING DEMOLITION REFLECTED CEILING PLAN 157 AA-106 ADMINISTRATION BUILDING REFLECTED CEILING PLAN AA-106 ADMINISTRATION BUILDING REFLECTED CEILING PLAN ADMINISTRATION BUILDING REFLECTED CEILING PLAN 158 AA-108 ADMINISTRATION BUILDING ROOF PLAN AA-108 ADMINISTRATION BUILDING ROOF PLAN ADMINISTRATION BUILDING ROOF PLAN 159 AA-109 ADMINISTRATION BUILDING FURNITURE AND SIGNAGE PLAN AA-109 ADMINISTRATION BUILDING FURNITURE AND SIGNAGE PLAN ADMINISTRATION BUILDING FURNITURE AND SIGNAGE PLAN 160 AA-201 ADMINISTRATION BUILDING EXTERIOR ELEVATIONS AA-201 ADMINISTRATION BUILDING EXTERIOR ELEVATIONS ADMINISTRATION BUILDING EXTERIOR ELEVATIONS 161 AA-202 ADMINISTRATION BUILDING INTERIOR ELEVATIONS AA-202 ADMINISTRATION BUILDING INTERIOR ELEVATIONS ADMINISTRATION BUILDING INTERIOR ELEVATIONS 162 AA-203 ADMINISTRATION BUILDING INTERIOR ELEVATIONS AA-203 ADMINISTRATION BUILDING INTERIOR ELEVATIONS ADMINISTRATION BUILDING INTERIOR ELEVATIONS 163 AA-204 ADMINISTRATION BUILDING INTERIOR ELEVATIONS AA-204 ADMINISTRATION BUILDING INTERIOR ELEVATIONS ADMINISTRATION BUILDING INTERIOR ELEVATIONS 164 AA-205 ADMINISTRATION BUILDING PERSPECTIVES VIEWS AA-205 ADMINISTRATION BUILDING PERSPECTIVES VIEWS ADMINISTRATION BUILDING PERSPECTIVES VIEWS 165 AA-301 ADMINISTRATION BUILDING SECTIONS AA-301 ADMINISTRATION BUILDING SECTIONS ADMINISTRATION BUILDING SECTIONS 166 AA-302 ADMINISTRATION BUILDING WALL SECTIONS AA-302 ADMINISTRATION BUILDING WALL SECTIONS ADMINISTRATION BUILDING WALL SECTIONS WALL SECTIONS WALL SECTIONS 167 AA-303 ADMINISTRATION BUILDING WALL SECTIONS AA-303 ADMINISTRATION BUILDING WALL SECTIONS ADMINISTRATION BUILDING WALL SECTIONS 168 AA-501 DETAILS AA-501 DETAILS DETAILS 169 AA-502 DETAILS AA-502 DETAILS DETAILS 170 AA-503 DETAILS AA-503 DETAILS DETAILS 171 AA-504 DETAILS AA-504 DETAILS DETAILS 172 AA-505 DETAILS AA-505 DETAILS DETAILS 173 AA-506 DETAILS AA-506 DETAILS DETAILS 174 AA-507 WALL TYPES AA-507 WALL TYPES WALL TYPES 175 AA-508 DETAILS AA-508 DETAILS DETAILS 176 AA-509 DETAILS AA-509 DETAILS DETAILS 177 AA-601 ADMINISTRATION BUILDING DOOR, WINDOW AND FINISH SCHEDULES AA-601 ADMINISTRATION BUILDING DOOR, WINDOW AND FINISH SCHEDULES ADMINISTRATION BUILDING DOOR, WINDOW AND FINISH SCHEDULES 178 AB-001 HONOR GUARD BUILDING LIFE SAFETY PLAN AB-001 HONOR GUARD BUILDING LIFE SAFETY PLAN HONOR GUARD BUILDING LIFE SAFETY PLAN 179 AB-102 HONOR GUARD BUILDING SITE PLAN AB-102 HONOR GUARD BUILDING SITE PLAN HONOR GUARD BUILDING SITE PLAN 180 AB-103 HONOR GUARD BUILDING FLOOR PLAN AND REFLECTED CEILING PLAN AB-103 HONOR GUARD BUILDING FLOOR PLAN AND REFLECTED CEILING PLAN HONOR GUARD BUILDING FLOOR PLAN AND REFLECTED CEILING PLAN 181 AB-104 HONOR GUARD BUILDING ROOF PLAN AB-104 HONOR GUARD BUILDING ROOF PLAN HONOR GUARD BUILDING ROOF PLAN 182 AB-105 HONOR GUARD BUILDING FURNITURE AND ACCESSORY PLAN AB-105 HONOR GUARD BUILDING FURNITURE AND ACCESSORY PLAN HONOR GUARD BUILDING FURNITURE AND ACCESSORY PLAN 183 AB-201 HONOR GUARD BUILDING EXTERIOR ELEVATIONS AB-201 HONOR GUARD BUILDING EXTERIOR ELEVATIONS HONOR GUARD BUILDING EXTERIOR ELEVATIONS 184 AB-202 HONOR GUARD BUILDING INTERIOR ELEVATIONS AB-202 HONOR GUARD BUILDING INTERIOR ELEVATIONS HONOR GUARD BUILDING INTERIOR ELEVATIONS 185 AB-203 HONOR GUARD BUILDING INTERIOR ELEVATIONS AB-203 HONOR GUARD BUILDING INTERIOR ELEVATIONS HONOR GUARD BUILDING INTERIOR ELEVATIONS 186 AB-301 HONOR GUARD BUILDING SECTIONS AND PERSPECTIVE VIEWS AB-301 HONOR GUARD BUILDING SECTIONS AND PERSPECTIVE VIEWS HONOR GUARD BUILDING SECTIONS AND PERSPECTIVE VIEWS 187 AB-302 HONOR GUARD BUILDING WALL SECTIONS AB-302 HONOR GUARD BUILDING WALL SECTIONS HONOR GUARD BUILDING WALL SECTIONS 188 AB-601 HONOR GUARD BUILDING DOOR, WINDOW AND FINISH SCHEDULES AB-601 HONOR GUARD BUILDING DOOR, WINDOW AND FINISH SCHEDULES HONOR GUARD BUILDING DOOR, WINDOW AND FINISH SCHEDULES SHEET DWG. SHEET TITLE DWG. SHEET TITLE DWG. SHEET TITLE SHEET TITLE 189 AC-001 MAINTENANCE COMPLEX VEHICLE BUILDING LIFE SAFETY PLAN AC-001 MAINTENANCE COMPLEX VEHICLE BUILDING LIFE SAFETY PLAN MAINTENANCE COMPLEX VEHICLE BUILDING LIFE SAFETY PLAN 190 AC-101 MAINTENANCE COMPLEX VEHICLE BUILDING FLOOR PLAN AC-101 MAINTENANCE COMPLEX VEHICLE BUILDING FLOOR PLAN MAINTENANCE COMPLEX VEHICLE BUILDING FLOOR PLAN 191 AC-102 MAINTENANCE COMPLEX VEHICLE BUILDING REFLECTED CEILING PLAN AC-102 MAINTENANCE COMPLEX VEHICLE BUILDING REFLECTED CEILING PLAN MAINTENANCE COMPLEX VEHICLE BUILDING REFLECTED CEILING PLAN 192 AC-103 MAINTENANCE COMPLEX STAFF BUILDING ENLARGED FLOOR/ROOF PLAN AND ELEVATION AC-103 MAINTENANCE COMPLEX STAFF BUILDING ENLARGED FLOOR/ROOF PLAN AND ELEVATION MAINTENANCE COMPLEX STAFF BUILDING ENLARGED FLOOR/ROOF PLAN AND ELEVATION 193 AC-301 MAINTENANCE COMPLEX VEHICLE BUILDING SECTION/ELEVATION AND PERSPECTIVE VIEW AC-301 MAINTENANCE COMPLEX VEHICLE BUILDING SECTION/ELEVATION AND PERSPECTIVE VIEW MAINTENANCE COMPLEX VEHICLE BUILDING SECTION/ELEVATION AND PERSPECTIVE VIEW 194 AC-302 MAINTENANCE COMPLEX VEHICLE BUILDING WALL SECTION AC-302 MAINTENANCE COMPLEX VEHICLE BUILDING WALL SECTION MAINTENANCE COMPLEX VEHICLE BUILDING WALL SECTION 195 AC-601 MAINTENANCE COMPLEX VEHICLE BUILDING DOOR, WINDOW AND FINISH SCHEDULES AC-601 MAINTENANCE COMPLEX VEHICLE BUILDING DOOR, WINDOW AND FINISH SCHEDULES MAINTENANCE COMPLEX VEHICLE BUILDING DOOR, WINDOW AND FINISH SCHEDULES 196 AD-101 COVERED VEHICLE PARKING STRUCTURE SITE/FLOOR PLAN, ROOF PLAN AD-101 COVERED VEHICLE PARKING STRUCTURE SITE/FLOOR PLAN, ROOF PLAN COVERED VEHICLE PARKING STRUCTURE SITE/FLOOR PLAN, ROOF PLAN 197 AD-201 COVERED VEHICLE PARKING STRUCTURE SECTION AD-201 COVERED VEHICLE PARKING STRUCTURE SECTION COVERED VEHICLE PARKING STRUCTURE SECTION 198 A-M-001 MECHANICAL GENERAL NOTES AND LEGENDS 98 A-M-001 MECHANICAL GENERAL NOTES AND LEGENDS A-M-001 MECHANICAL GENERAL NOTES AND LEGENDS MECHANICAL GENERAL NOTES AND LEGENDS 199 AA-MD-101 ADMINISTRATION BUILDING MECHANICAL DEMOLITION PLAN AA-MD-101 ADMINISTRATION BUILDING MECHANICAL DEMOLITION PLAN ADMINISTRATION BUILDING MECHANICAL DEMOLITION PLAN 200 AA-M-101 ADMINISTRATION BUILDING MECHANICAL FLOOR PLAN AA-M-101 ADMINISTRATION BUILDING MECHANICAL FLOOR PLAN ADMINISTRATION BUILDING MECHANICAL FLOOR PLAN 201 AA-M-101A3 ADMINISTRATION BUILDING MECHANICAL FLOOR PLAN ALTERNATE 3 AA-M-101A3 ADMINISTRATION BUILDING MECHANICAL FLOOR PLAN ALTERNATE 3 ADMINISTRATION BUILDING MECHANICAL FLOOR PLAN ALTERNATE 3 202 AB-M-101 HONOR GUARD BUILDING MECHANICAL FLOOR PLAN AB-M-101 HONOR GUARD BUILDING MECHANICAL FLOOR PLAN HONOR GUARD BUILDING MECHANICAL FLOOR PLAN 203 AC-M-101 WAREHOUSE BUILDING MECHANICAL FLOOR PLAN AC-M-101 WAREHOUSE BUILDING MECHANICAL FLOOR PLAN WAREHOUSE BUILDING MECHANICAL FLOOR PLAN 204 A-MD-103A2 MAINTENANCE COMPLEX MECHANICAL DEMOLITION FLOOR PLAN ADD ALTERNATE 2 A-MD-103A2 MAINTENANCE COMPLEX MECHANICAL DEMOLITION FLOOR PLAN ADD ALTERNATE 2 MAINTENANCE COMPLEX MECHANICAL DEMOLITION FLOOR PLAN ADD ALTERNATE 2 205 A-M-103A2 MAINTENANCE COMPLEX MECHANICAL FLOOR PLAN ALTERNATE 2 A-M-103A2 MAINTENANCE COMPLEX MECHANICAL FLOOR PLAN ALTERNATE 2 MAINTENANCE COMPLEX MECHANICAL FLOOR PLAN ALTERNATE 2 206 A-M-201 MECHANICAL SCHEDULES AND DETAILS A-M-201 MECHANICAL SCHEDULES AND DETAILS MECHANICAL SCHEDULES AND DETAILS 207 AA-P-101A3 ADMINISTRATION BUILDING PLUMBING FLOOR PLAN ALTERNATE 3 AA-P-101A3 ADMINISTRATION BUILDING PLUMBING FLOOR PLAN ALTERNATE 3 ADMINISTRATION BUILDING PLUMBING FLOOR PLAN ALTERNATE 3 208 AA-P-101 ADMINISTRATION BUILDING PLUMBING FLOOR PLAN AA-P-101 ADMINISTRATION BUILDING PLUMBING FLOOR PLAN ADMINISTRATION BUILDING PLUMBING FLOOR PLAN 209 AB-P-101 HONOR GUARD BUILDING PLUMBING FLOOR PLAN AB-P-101 HONOR GUARD BUILDING PLUMBING FLOOR PLAN HONOR GUARD BUILDING PLUMBING FLOOR PLAN 210 AC-P-101 WAREHOUSE BUILDING PLUMBING FLOOR PLAN AC-P-101 WAREHOUSE BUILDING PLUMBING FLOOR PLAN WAREHOUSE BUILDING PLUMBING FLOOR PLAN 211 A-P-103A2 MAINTENANCE COMPLEX PLUMBING SITE PLAN ALTERNATE 2 A-P-103A2 MAINTENANCE COMPLEX PLUMBING SITE PLAN ALTERNATE 2 MAINTENANCE COMPLEX PLUMBING SITE PLAN ALTERNATE 2 212 A-P-301 PLUMBING SCHEDULES A-P-301 PLUMBING SCHEDULES PLUMBING SCHEDULES 213 A-P-401 PLUMBING DETAILS A-P-401 PLUMBING DETAILS PLUMBING DETAILS 214 A-P-501 PLUMBING RISERS A-P-501 PLUMBING RISERS PLUMBING RISERS 215 E-101 ELECTRICAL GENERAL NOTES AND SYMBOL LEGEND E-101 ELECTRICAL GENERAL NOTES AND SYMBOL LEGEND ELECTRICAL GENERAL NOTES AND SYMBOL LEGEND 216 E-102 ELECTRICAL GENERAL NOTES AND SYMBOL LEGEND E-102 ELECTRICAL GENERAL NOTES AND SYMBOL LEGEND ELECTRICAL GENERAL NOTES AND SYMBOL LEGEND 217 AA-E-201 ADMINISTRATION BUILDING LIGHTING FLOOR PLAN AA-E-201 ADMINISTRATION BUILDING LIGHTING FLOOR PLAN ADMINISTRATION BUILDING LIGHTING FLOOR PLAN 218 AA-E-301 ADMINISTRATION BUILDING POWER FLOOR PLAN AA-E-301 ADMINISTRATION BUILDING POWER FLOOR PLAN ADMINISTRATION BUILDING POWER FLOOR PLAN 219 AA-E-301A3 ADMINISTRATION BUILDING POWER FLOOR PLAN-ALTERNATE 3 AA-E-301A3 ADMINISTRATION BUILDING POWER FLOOR PLAN-ALTERNATE 3 ADMINISTRATION BUILDING POWER FLOOR PLAN-ALTERNATE 3 220 AA-E-401 ADMINISTRATION BUILDING SIGNAL FLOOR PLAN AA-E-401 ADMINISTRATION BUILDING SIGNAL FLOOR PLAN ADMINISTRATION BUILDING SIGNAL FLOOR PLAN 221 AB-E-201 HONOR GUARD BUILDING LIGHTING FLOOR PLAN AB-E-201 HONOR GUARD BUILDING LIGHTING FLOOR PLAN HONOR GUARD BUILDING LIGHTING FLOOR PLAN 222 AB-E-301 HONOR GUARD BUILDING POWER FLOOR PLAN AB-E-301 HONOR GUARD BUILDING POWER FLOOR PLAN HONOR GUARD BUILDING POWER FLOOR PLAN 223 AB-E-401 HONOR GUARD BUILDING SIGNAL FLOOR PLAN AB-E-401 HONOR GUARD BUILDING SIGNAL FLOOR PLAN HONOR GUARD BUILDING SIGNAL FLOOR PLAN 224 AC-E-201 WAREHOUSE BUILDING LIGHTING FLOOR PLAN AC-E-201 WAREHOUSE BUILDING LIGHTING FLOOR PLAN WAREHOUSE BUILDING LIGHTING FLOOR PLAN 225 AC-E-301 WAREHOUSE BUILDING POWER FLOOR PLAN AC-E-301 WAREHOUSE BUILDING POWER FLOOR PLAN WAREHOUSE BUILDING POWER FLOOR PLAN 226 AC-E-401 WAREHOUSE BUILDING SIGNAL FLOOR PLAN AC-E-401 WAREHOUSE BUILDING SIGNAL FLOOR PLAN WAREHOUSE BUILDING SIGNAL FLOOR PLAN 227 AD-E-301A2 MAINTENANCE BUILDING POWER FLOOR PLAN-ALTERNATE 2 AD-E-301A2 MAINTENANCE BUILDING POWER FLOOR PLAN-ALTERNATE 2 MAINTENANCE BUILDING POWER FLOOR PLAN-ALTERNATE 2 228 AD-E-401 MAINTENANCE BUILDING SIGNAL FLOOR PLAN AD-E-401 MAINTENANCE BUILDING SIGNAL FLOOR PLAN MAINTENANCE BUILDING SIGNAL FLOOR PLAN 229 S-100 GENERAL NOTES AND SPECIAL INSPECTIONS S-100 GENERAL NOTES AND SPECIAL INSPECTIONS GENERAL NOTES AND SPECIAL INSPECTIONS 230 S-101 TYPICAL DETAILS S-101 TYPICAL DETAILS TYPICAL DETAILS 231 S-200 ADMINISTRATION COMPLEX FOUNDATION PLAN S-200 ADMINISTRATION COMPLEX FOUNDATION PLAN ADMINISTRATION COMPLEX FOUNDATION PLAN 232 S-201 ADMINISTRATION COMPLEX LOWER ROOF PLAN S-201 ADMINISTRATION COMPLEX LOWER ROOF PLAN ADMINISTRATION COMPLEX LOWER ROOF PLAN 233 S-202 ADMINISTRATION COMPLEX DETAILS S-202 ADMINISTRATION COMPLEX DETAILS ADMINISTRATION COMPLEX DETAILS 234 S-300 HONOR GUARD FOUNDATION & ROOF FRAMING PLAN S-300 HONOR GUARD FOUNDATION & ROOF FRAMING PLAN HONOR GUARD FOUNDATION & ROOF FRAMING PLAN 235 S-301 HONOR GUARD DETAILS S-301 HONOR GUARD DETAILS HONOR GUARD DETAILS 236 S-302 HONOR GUARD-FOUNDATION & ROOF FRAMING PLAN-ALTERNATE FOR PRICING S-302 HONOR GUARD-FOUNDATION & ROOF FRAMING PLAN-ALTERNATE FOR PRICING HONOR GUARD-FOUNDATION & ROOF FRAMING PLAN-ALTERNATE FOR PRICING 237 S-400 MAINTENANCE COMPLEX VEHICLE BUILDING MEZZANINE FOUNDATION PLAN S-400 MAINTENANCE COMPLEX VEHICLE BUILDING MEZZANINE FOUNDATION PLAN MAINTENANCE COMPLEX VEHICLE BUILDING MEZZANINE FOUNDATION PLAN 238 S-401 MAINTENANCE COMPLEX VERTICAL BUILDING MEZZANINE FLOOR FRAMING PLAN S-401 MAINTENANCE COMPLEX VERTICAL BUILDING MEZZANINE FLOOR FRAMING PLAN MAINTENANCE COMPLEX VERTICAL BUILDING MEZZANINE FLOOR FRAMING PLAN 239 S-402 MEZZANINE DETAILS S-402 MEZZANINE DETAILS MEZZANINE DETAILS 240 S-500 COLUMBARIUM FOUNDATION PLAN & DETAILS S-500 COLUMBARIUM FOUNDATION PLAN & DETAILS COLUMBARIUM FOUNDATION PLAN & DETAILS 241 S-501 COLUMBARIUM DETAILS S-501 COLUMBARIUM DETAILS COLUMBARIUM DETAILS 242 S-600 COVERED VEHICLE PARKING STRUCTURE FOUNDATION & FRAMING PLAN S-600 COVERED VEHICLE PARKING STRUCTURE FOUNDATION & FRAMING PLAN COVERED VEHICLE PARKING STRUCTURE FOUNDATION & FRAMING PLAN 243 S-601 COVERED VEHICLE PARKING STRUCTURE DETAILS S-601 COVERED VEHICLE PARKING STRUCTURE DETAILS COVERED VEHICLE PARKING STRUCTURE DETAILS

AutoCAD SHX Text SECTION NO. SIZE PPC IGC FUTURE IGC NICHES ACREAGE SIZE PPC IGC FUTURE IGC NICHES ACREAGE PPC IGC FUTURE IGC NICHES ACREAGE IGC FUTURE IGC NICHES ACREAGE FUTURE IGC NICHES ACREAGE FUTURE IGC NICHES ACREAGE NICHES ACREAGE 22 3'x8' 544 0.42 3'x8' 544 0.42 544 0.42 0.42 0.42 23 3'x8' 2,884 1.79 3'x8' 2,884 1.79 2,884 1.79 1.79 1.79 1.79 24 3'X8' 2,197 1.40 3'X8' 2,197 1.40 2,197 1.40 1.40 1.40 1.40 25 3'X4' 1,824 0.59 3'X4' 1,824 0.59 1,824 0.59 0.59 0.59 26 3'X8' 2,913 0.89 3'X8' 2,913 0.89 2,913 0.89 0.89 0.89 27 3'X8' 1,570 0.47 3'X8' 1,570 0.47 1,570 0.47 0.47 0.47 28 3'X4' 2,190 0.71 3'X4' 2,190 0.71 2,190 0.71 0.71 0.71 29 3'X8' 1,061 0.32 3'X8' 1,061 0.32 1,061 0.32 0.32 0.32 0.32 30 3'X4' 827 0.26 3'X4' 827 0.26 827 0.26 0.26 31 3'X4' 1.313 0.39 31 3'X4' 1.313 0.39 3'X4' 1.313 0.39 1.313 0.39 1.313 0.39 0.39 32 3'X4' 1.254 0.38 3'X4' 1.254 0.38 1.254 0.38 0.38 0.38 0.38 33 3'X4' 422 0.14 3'X4' 422 0.14 422 0.14 0.14 0.14 34 3'X4' 1,124 0.35 3'X4' 1,124 0.35 1,124 0.35 0.35 0.35 35 3'X4' 1.122 0.37 3'X4' 1.122 0.37 1.122 0.37 0.37 0.37 36 3'X8' 1,292 0.89 3'X8' 1,292 0.89 1,292 0.89 0.89 0.89 Columb. 9,944 0.87 9,944 0.87 0.87 TOTAL 6,917 10,062 5,558 9,944 10.24 6,917 10,062 5,558 9,944 10.24 6,917 10,062 5,558 9,944 10.24 10,062 5,558 9,944 10.24 5,558 9,944 10.24 9,944 10.24 10.24

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%%UGRAVESITE SUMMARY

CODE ANALYSIS - ADMINISTRATION BUILDING

• APPLICABLE CODE:

INTERNATIONAL BUILDING CODE 2006 (FOR PHASE 1 CONSTRUCTION),

INTERNATIONAL BUILDING CODE 2018 (FOR PHASE 2 CONSTRUCTION)

• OCCUPANCY CLASSIFICATION

ADMINISTRATION OFFICE

GROUP B – BUSINESS

• HEIGHT AND AREA LIMITATIONS

MAXIMUM ALLOWABLE HEIGHT: 2-STORY (40 FT)

ACTUAL HEIGHT: 1-STORY (APPROXIMATELY 20 FT)

MAXIMUM ALLOWABLE AREA: 9,000 GROSS SF

ACTUAL AREA: APPROXIMATELY 3,741 (EXISTING) + 776 (ADDITION) = 4,517 SF

• TYPE OF CONSTRUCTION:

TYPE VB, BUILDING ELEMENTS ARE ANY MATERIAL PERMITTED BY CODE

• FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS:

NONE

• AUTOMATIC FIRE SPRINKLER SYSTEM: NOT REQUIRED

NOT PROVIDED

• FIRE ALARM:

PROVIDED

• MEANS OF EGRESS

MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT

• REQUIRED: BUSINESS AREAS, 100 SF/OCCUPANT GROSS

• ACTUAL: 4,517 SF / 100 SF = 45 OCCUPANTS (PROPOSED)

MAXIMUM TRAVEL DISTANCE ALLOWED: 200 FT

CAPACITY OF EGRESS COMPONENTS

• EGRESS WIDTH PER OCCUPANT

• DOORS REQUIRED: 0.2-INCHES X 45 OCCUPANTS = 9-INCHES

• DOORS PROVIDED: MINIMUM 36” WIDTH X 84” HEIGHT

NUMBER OF EXITS

• ONE MEANS OF EGRESS: GROUP B, LESS THAN 50 OCCUPANTS

CORRIDORS

• REQUIRED FIRE-RESISTANCE RATING: 0-HOURS (SPACE REQUIRING ONLY A SINGLE MEANS OF EXIT)

• REQUIRED MINIMUM WIDTH: 36-INCHES

• ACTUAL: 60-INCHES

CODE ANALYSIS - HONOR GUARD BUILDING

• APPLICABLE CODE:

INTERNATIONAL BUILDING CODE 2018

• OCCUPANCY CLASSIFICATION

ADMINISTRATION OFFICE

GROUP B – BUSINESS

• HEIGHT AND AREA LIMITATIONS

MAXIMUM ALLOWABLE HEIGHT: 2-STORY (40 FT)

ACTUAL HEIGHT: 1-STORY (APPROX. 20 FT)

MAXIMUM ALLOWABLE AREA: 9,000 GROSS SF

ACTUAL AREA: APPROX. 1,235 SF

• TYPE OF CONSTRUCTION:

TYPE VB, BUILDING ELEMENTS ARE ANY MATERIAL PERMITTED BY CODE

• FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS:

NONE

• AUTOMATIC FIRE SPRINKLER SYSTEM:

NOT REQUIRED, NOT PROVIDED

• FIRE ALARM:

PROVIDED

• MEANS OF EGRESS

MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT

• REQUIRED: BUSINESS AREAS, 100 SF/OCCUPANT GROSS

• ACTUAL: 1,235 SF / 100 SF = 12 OCCUPANTS

MAXIMUM TRAVEL DISTANCE ALLOWED: 200 FT

CAPACITY OF EGRESS COMPONENTS

• EGRESS WIDTH PER OCCUPANT

• DOORS REQUIRED: 0.2-INCHES X 12 OCCUPANTS = 2.47-INCHES

• DOORS PROVIDED: MINIMUM 36” WIDTH X 84” HEIGHT

NUMBER OF EXITS

• ONE MEANS OF EGRESS: GROUP B, LESS THAN 50 OCCUPANTS

CORRIDORS

• REQUIRED FIRE-RESISTANCE RATING: 0-HOURS (SPACE REQUIRING ONLY A SINGLE MEANS OF EXIT)

• REQUIRED MINIMUM WIDTH: 36-INCHES

• ACTUAL: 36-INCHES

CODE ANALYSIS - MAINTENANCE STAFF BUILDING

• APPLICABLE CODE:

INTERNATIONAL BUILDING CODE 2006 (FOR PHASE 1 CONSTRUCTION),

INTERNATIONAL BUILDING CODE 2018 (FOR PHASE 2 CONSTRUCTION)

• OCCUPANCY CLASSIFICATION

ADMINISTRATION OFFICE

GROUP B – BUSINESS

• HEIGHT AND AREA LIMITATIONS

MAXIMUM ALLOWABLE HEIGHT: 2-STORY (40 FT)

ACTUAL HEIGHT: 1-STORY (APPROX. 21 FT)

MAXIMUM ALLOWABLE AREA: 9,000 GROSS SF

ACTUAL AREA: APPROX. 3,180 SF

• TYPE OF CONSTRUCTION:

TYPE VB, BUILDING ELEMENTS ARE ANY MATERIAL PERMITTED BY CODE

• FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS:

NONE

• AUTOMATIC FIRE SPRINKLER SYSTEM:

NOT REQUIRED, NOT PROVIDED

• FIRE ALARM:

PROVIDED

• MEANS OF EGRESS

MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT

• REQUIRED: BUSINESS AREAS, 100 SF/OCCUPANT GROSS

• ACTUAL: 3,180 SF / 100 SF = 32 OCCUPANTS (EXISTING)

MAXIMUM TRAVEL DISTANCE ALLOWED: 200 FT

CAPACITY OF EGRESS COMPONENTS

• EGRESS WIDTH PER OCCUPANT

• DOORS REQUIRED: 0.2-INCHES X 32 OCCUPANTS = 6.4-INCHES

• DOORS PROVIDED: MINIMUM 36” WIDTH X 84” HEIGHT

NUMBER OF EXITS

• ONE MEANS OF EGRESS: GROUP B, LESS THAN 50 OCCUPANTS

CORRIDORS

• REQUIRED FIRE-RESISTANCE RATING: 0-HOURS (SPACE REQUIRING ONLY A SINGLE MEANS OF EXIT)

• REQUIRED MINIMUM WIDTH: 36-INCHES

• ACTUAL: 60-INCHES

CODE ANALYSIS - MAINTENANCE VEHICLE BUILDING - MEZZANINE ADDITION

• APPLICABLE CODE:

INTERNATIONAL BUILDING CODE 2006 (FOR PHASE 1 CONSTRUCTION),

INTERNATIONAL BUILDING CODE 2018 (FOR PHASE 2 CONSTRUCTION)

• OCCUPANCY CLASSIFICATION

STORAGE

GROUP S-1 – MODERATE HAZARD STORAGE

• HEIGHT AND AREA LIMITATIONS

MAXIMUM ALLOWABLE HEIGHT: 2-STORY (40 FT)

ACTUAL HEIGHT: 1-STORY (APPROX. 24 FT)

MAXIMUM ALLOWABLE AREA: 9,000 GROSS SF

ACTUAL AREA: APPROX. 3,725 (EXISTING)

• TYPE OF CONSTRUCTION:

TYPE VB, BUILDING ELEMENTS ARE ANY MATERIAL PERMITTED BY CODE

• FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS:

NONE

• AUTOMATIC FIRE SPRINKLER SYSTEM:

NOT REQUIRED, NOT PROVIDED

• FIRE ALARM:

PROVIDED

• MEANS OF EGRESS

MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT

• REQUIRED: BUSINESS AREAS, 300 SF/OCCUPANT GROSS

• ACTUAL AREA: APPROX. 3,725 (EXISTING) + 485 (ADDITION) = 4,210 SF

• ACTUAL: 4,210 SF / 300 SF = 14 OCCUPANTS (PROPOSED)

MAXIMUM TRAVEL DISTANCE ALLOWED: 200 FT

CAPACITY OF EGRESS COMPONENTS

• EGRESS WIDTH PER OCCUPANT

• DOORS REQUIRED: 0.2-INCHES X 13 OCCUPANTS = 2.6-INCHES

• DOORS PROVIDED: MINIMUM 36” WIDTH X 84” HEIGHT

NUMBER OF EXITS

• ONE MEANS OF EGRESS: GROUP S, LESS THAN 29 OCCUPANTS

DEODORIZER DRIP

- CC TYPICAL

T O

P O

F S

E A

T

T O

P O

F S

E A

T

" 2

ACCESSIBLE

TOILET

TOILET LAVATORY ACCESSIBLE

URINAL

URINAL GRAB BARS TOILET TISSUE

DISPENSER

MOP RACK WALL-MOUNTED

SOAP DISPENSER

PAPER TOWEL

DISPENSER /

WASTE

RECEPTACLE

CARD READER ACCESSIBLE

HI-LO

DRINKING

FOUNTAIN

COAT HOOK

DOOR MOUNT

SIGNAGE LOCATION -

LATCH SIDE

TOILET SEAT COVER

DISPENSER - CC (TYP)

T O

R

IM

T O

R

IM

" 4

M A

X

T O

P U

M P

T O

O P

E N

IN

G

T O

S P

O U

T

DEODORIZER DRIP

- CC TYPICAL

N O

T U

S E

D

N O

T U

S E

D

N O

T U

S E

D

M A

X

MIRROR WITH FRAME

[1 .5 m

[0.2 m]

9"

BRAILLE

CHARACTERS

NOTE:

SEE ABA UFAS SECTION 4.30.2 AND 4.30.4 FOR FONT AND

BRAILLE SPACING REQUIREMENTS.

5/8" MIN. EXIT TEXT

EQ EQ

1 1/2" 1 1/2"

E X I T

/8

M

IN

/2

M A

X

M A

X F

R O

M B

O T

T O

M O

F T

E X

T

M A

X F

R O

M B

O T

T O

M O

F B

R A

IL

L E

GENERAL NOTES:

1. MATCH EXISTING.

2. LETTERS, BRAILLE CHARACTERS & PICTOGRAM SYMBOL TO BE RAISED 1/32".

3. UPPER CASE CHARACTERS TO BE SANS SERIF, 5/8 MIN. TO 2" MAX. HEIGHT.

4. CHARACTER WIDTH TO HEIGHT RATIO TO BE BETWEEN 3:5 AND 1:1.

5. STROKE WIDTH TO HEIGHT RATION TO BE BETWEEN 1:5 AND 1:10.

6. CHARACTERS & SYMBOLS SHALL CONTRAST WITH PICTOGRAM ACCOMPANIED BY EQUIVALENT VERBAL DESCRIPTION

DIRECTLY BELOW.

7. PICTOGRAM IDENTIFICATION SIGN TO MATH DOOR SIGN.

8. SIGN TO BE A MINIMUM OF 6"x6".

MEN

DOOR SIGN

PERROOM SIGN

PER

LETTERS

RAISED 1/32"

HEIGHT OF

LETTERING TO

BE 5/8" MIN.

TO 2" MAX.

CORRESPONDING GRADE 11 BRAILLE

2'-0"

4" MIN.

12" MAX.

F.F.

/4 A-002 /4 A-002

T O

F .F

SUB-SURFACE IMAGE

CENTERED ON SIGN

BACKGROUND COLOR

SHALL CONTRAST W/

DOOR COLOR

UNISEX

1/4" THICK, EQUILATERAL

TRIANGLE WITHIN 12" DIAMETER CIRCLE

GENERAL NOTES:

1. SYMBOLS ARE TO BE CENTERED

ON THE DOOR AND ARE TO BE

DISTINCTLY DIFFERENT FROM

THE DOOR IN COLOR AND IN

CONTRAST.

2. ATTACH SIGNS USING ADHESIVE

AND THREE (3) FLATHEAD

CHROME, TAMPER-RESISTANT

WOOD SCREWS, COUNTERSUNK.

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

A-002

SYMBOLS, ABBREVIATIONS, CODE ANALYSIS 892PC2037.23

J ZUBIK HH LL

CODE ANALYSIS ABBREVIATIONS

& AND

@ AT

℄ CENTERLINE

(E) EXISTING

(N) NEW

# NUMBER OR POUND

⅊ PROPERTY LINE

∅ ROUND OR DIAMETER

A ASSEMBLY

AB ANCHOR BOLT

ABV ABOVE

AC ASPHALT CONCRETE PAVING

A/C AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

ADH ADHESIVE

ADJ ADJACENT

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AGG AGGREGATE

AL, ALUM ALUMINUM

ALT ALTERNATE

ANOD ANODIZED

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASPH ASPHALT

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

AUTO AUTOMATIC

AVG AVERAGE

BO BOTTOM OF

B BUSINESS

BD BOARD

BEL BELOW

BET BETWEEN

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BPL BEARING PLATE

BRZ BRONZE

BS BOTH SIDES

BSMT BASEMENT

BUR BUILT-UP ROOFING

BVL BEVELED

CAB CABINET

CBC CALIFORNIA BUILDING CODE

CC CONTRACTOR SUPPLIED AND

INSTALLED

CEC CALIFORNIA ENERGY COMMISSION

CEM CEMENT

CEN CENTER

CER CERAMIC

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CHT CEILING HEIGHT

CI CAST IRON

CIPC CAST-IN-PLACE CONCRETE

CIR CIRCLE

CIRC CIRCUMFERENCE

CJ CONTROL JOINT

CK CALK(ING), CAULK(ING)

CLG CEILING

CLO CLOSET

CLR CLEAR(ANCE)

CM CENTIMETER(S)

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUE OR CONTINUOUS

CONTR CONTRACT(OR)

CONST CONSTRUCTION

COORD COORDINATE

CPC CLIMATE PREDICTION CENTER

CPT CARPET

CPR COPPER

CR CARD READER

CSMT CASEMENT

CT CERAMIC TILE

CW COLD WATER

CX CONNECTION

D DEPTH

DGS DEPARTMENT OF GENERAL

SERVICES

DWG DRAWING(S)

E ELECTRICITY

(E) EXISTING

ELE ELEVATION

EQ EQUAL

ERF EPOXY RESIN FLOOR

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FIN FINISH

GA GAGE, GAUGE

GALV GALVANIZED

GC GENERAL CONTRACT(OR)

GD GRADE, GRADING

GEN GENERAL

GKT GASKET(ED)

GL GLASS, GLAZING

GLB GLASS BLOCK

GND GROUND

GSF GROSS SQUARE FOOT

GT GROUT

GWB GYPSUM WALLBOARD

GYP GYPSUM

HB HOSE BIBB

HC HOLLOW CORE

HDR HEADER

HDW HARDWARE

HEX HEXAGON(AL)

HH HANDHOLE

HHS HOLLOW STRUCTURAL

SECTIONS

H HEIGHT

HM HOLLOW METAL

HOR HORIZONTAL

HR HOUR

HT HEIGHT

HTG HEATING

HVAC HEATING, VENTILATING, AND

AIR CONDITIONING

HW HOT WATER

HWD HARDWOOD

ID INSIDE DIAMETER

IN INCH

INSUL INSULAT(E), (ED), (ION)

INT INTERIOR

J JOIST

J-BOX JUNCTION BOX

JC JANITOR'S CLOSET

JT JOINT

KIT KITCHEN

KO KNOCKOUT

L LENGTH

LAB LABORATORY

LAD LADDER

LAM LAMINATE(D)

LAV LAVATORY

LB LAG BOLT

LH LEFT HAND

LIN LINEAR

LL LIVE LOAD

LT(G) LIGHT(ING)

LWC LIGHT-WEIGHT CONCRETE

M METER(S)

MAS MASONRY

MAX MAXIMUM

MB MACHINE BOLT

MC MEDICINE CABINET

MECH MECHANIC(AL)

MED MEDIUM

MEMB MEMBRANE

MET METAL

MFR MANUFACTURE(R)(D)

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MLD MOLD(ING)

MM MILLIMETER(S)

MOD MODULAR

MOE MEANS OF EGRESS

MP METAL PANEL

MT MOUNT(ED), (ING)

MTL METAL

MUL MULLION

MWK MILLWORK

N NORTH

(N) NEW

NAT NATURAL

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OCC OCCUPANCY

OD OUTSIDE DIAMETER

OFF OFFICE

OJ OPEN-WEB JOIST

OLF OCCUPANCY LOAD FACTOR

OPG OPENING

OPP OPPOSITE

OSHA OCCUPATIONAL SAFETY

AND HEALTH ADMINISTRATION

PAR PARALLEL

PB PANIC BAR

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PERF PERFORATED

PERI PERIMETER

PFB PREFABRICATE(D)

PFN PREFINISHED

PK PARKING

PL PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PNL PANEL

PNT PAINT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTN PARTITION

PVC POLYVINYL CHLORIDE

PWD PLYWOOD

2"

2"

2"

2' 2

A

B

C

D

000 SF

ROOM NAME

RM #

SHEET NUMBER

REFERENCE NUMBER

ENLARGED DETAIL

REFERENCE NUMBER

SHEET NUMBER

SHEET NUMBER

REFERENCE NUMBER

PARTIAL BUILDING SECTION

REFERENCE NUMBER

SHEET NUMBER

SHEET NUMBER

REFERENCE NUMBER

EQUIPMENT NUMBER

KEYNOTE REFERENCE

PARTITION TYPE

ROOM NAME, NUMBER, AND AREA

FINISH

MATERIAL

REFERENCE

CLEAR DIMENSION TO BUILDING MATERIAL

HIDDEN, FUTURE, OR

EXISTING TO BE REMOVED

PROPERTY LINES, BOUNDARY LINES

CENTERLINE, PROJECTIONS, EXT. ELEVATION LINES

DIMENSION TO CENTER-LINE OF BUILDING MATERIAL

DIMENSION TO FACE OF FINISH

SHEET NUMBER

STRUCTURAL GRID REFERENCE

LEVEL LINE, CONTROL POINT, OR DATUM

ELEVATION

BREAKLINE

MATCHLINE

ELEVATION DETAIL

REFERENCE DETAIL

WALL OR DETAILS SECTION

BUILDING OR SITE SECTION

DOOR NUMBER

WINDOW TYPE

REVISION

NEW OR

REQUIRED

POINT

ELEVATION

EXISTING

POINT

ELEVATION

ELEVATION REFERENCE

3/8" = 1'-0"1

TYPICAL MOUNTING HEIGHTS

QTY QUANTITY

R RISER

RAD RADIUS

RB RUBBER BASE

RBT RUBBER TILE

RCP REFLECTIVE CEILING PLAN

RD ROOF DRAIN

REFR REFRIGERATOR

REINF REINFORCE(D), (ING)

REM REMOVE

REQ REQUIRE(D), (MENT)

REV REVISION(S), REVISE(D)

RFG ROOFING

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RR RESTROOM

S SOUTH

SC SOLID CORE

SCH SCHEDULE

SD STORM DRAIN

SEC SECTION

SF SQUARE FOOT, FEET

SFGL SAFETY GLASS

SH SHELF, SHELVING

SHR SHOWER

SHT SHEET

SIM SIMILAR

SKL SKYLIGHT

SNT SEALANT

SP SOUNDPROOF(ING)

SPEC SPECIFICATION(S)

SPK SPEAKER

SPL SPECIAL

SQ SQUARE

SQ IN SQUARE INCH

SST STAINLESS STEEL

ST STEEL

STD STANDARD

STN STAIN

STO STORAGE

STR STRUCTURAL

SUSP SUSPENDED

SYS SYSTEM

TO TOP OF

T TREAD

TEL TELEPHONE

TEMP TEMPORARY

TFTI TENANT FURNISHED, TENANT

INSTALLED

T TREAD

TEL TELEPHONE

TEMP TEMPORARY

TFTI TENANT FURNISHED, TENANT

INSTALLED

TG TEMPERED GLAZING

T&G TONGUE AND GROOVE

THK THICK(NESS)

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOL TOTAL OCCUPANCY LOAD

TOP TOP OF PARAPET

TOR TOP OF ROOF

TOS TOP OF STEEL

TPD TOILET PAPER DISPENSER

TR TRANSOM

TSL TOP OF SLAB

TST TOP OF STEEL

TV TELEVISION

TW TOP OF WALL

TYP TYPICAL

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

VB VAPOR BARRIER

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VNR VENEER

VT VINYL TILE

VTR VENT THROUGH ROOF

VV VA SUPPLIED AND INSTALLED

W WEST OR WIDTH, WIDE

W/ WITH

WC WATER CLOSET

WD WOOD

WG WIRED GLASS

WH WATER HEATER

WI WROUGHT IRON

WIN WINDOW

WM WIRE MESH

W/O WITHOUT

WP WATERPROOF(ING)

WSCT WAINSCOT

WSH WASHER

WWF WELDED WIRE FAB

SYMBOL LEGEND

3" = 1'-0"2

ACCESSIBLE SIGNAGE

SCOPE OF WORK

THE ARCHITECTURAL PORTION OF WORK FOR THE PHASE 2 EXPANSION INCLUDES;

ADMINISTRATION BUILDING ADDITION, CONSTRUCT NEW HONOR GUARD BUILDING,

MAINTENANCE VEHICLE BUILDING MEZZANINE ADDITION, MAINTENANCE COMPLEX STAFF

BUILDING MISCELLANEOUS UPGRADES, AND CONSTRUCT NEW COVERED VEHICLE PARKING

STRUCTURE. RECONFIGURE PARKING AT ADMINISTRATION AND HONOR GUARD BUILDING.

1" = 1'-0"3

RESTROOM SIGNAGE

1" = 1'-0"4

RESTROOM SIGNAGE 2

DOOR OPENING

Revision Date Dwg. 150 of 243

FEC

18 1

1 1 1 11

EXIT

EXIT EXIT

STORAGE

A207

H.A.C.

A201

MENS

RESTROOM

A202

WOMENS

RESTROOM

A204

STORAGE

A205

COMPANION

RESTROOM

A203

BREEZE

WAY

A200

RECEPTION

A101

354 SF

OLF = 150 SF

TOL = 2

CUSTOMER

ASSISTANCE

A103

OCC = A

128 SF

OLF = 150 SF

TOL = 1

OPEN

OFFICE

A104

OCC = B

783 SF

OLF = 150 SF

TOL = 5

ADMIN

OFFICE

A115

117 SF

OLF = 150 SF

TOL = 1

CORRIDOR

A111

OCC = N/A

452 SF

OLF = 0 SF

BREAK

ROOM

A108

161 SF

OLF = 15 SF

TOL = 11

RESTROOM

A109

OCC = RR

78 SF

OLF = 0 SF

RESTROOM

A110

OCC = RR

78 SF

OLF = 0 SF

ELEC

A112

OCC = N/A

71 SF

OLF = 0 SF

OPERATION

CENTER

A106

223 SF

OLF = 300 SF

TOL = 1

STORAGE

A107

BUDGET

OFFICE

A113

96 SF

OLF = 150 SF

TOL = 1

ASST.

DIRECTOR

A114

127 SF

OLF = 150 SF

TOL = 1

DIRECTOR

A105

214 SF

OLF = 150 SF

TOL = 1

CONFERENCE

A102

263 SF

OLF = 15 SF

TOL = 18

1 2 1

COVERED

ENTRY

A100

SEE AA 102 FOR

PATH OF TRAVEL

TO ACCESSIBLE

PARKING

MAX TRAVEL DISTANCE: 115'-0"

EGRESS TRAVEL DISTANCE

MAX TRAVEL DISTANCE ALLOWED: 200 FT

MAX TRAVEL DISTANCE PROVIDED: 115 FT

COMMON PATH OF TRAVEL

SIGNAGE (TACTILE)

1 EXIT

2 EXIT ROUTE

SEE FOR ACCESSIBLE SIGNAGE DETAILS./2 A-002

FEC FIRE EXTINGUISHER CABINET

LEGEND

EXIT SIGN

(E) 1-HR PARTITION

0' 2' 4' 8'

1/4" = 1'-0"

N

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 001

ADMINISTRATION COMPLEX

LIFE SAFETY PLAN

892PC2037.23

J ZUBIK HH LL

1/4" = 1'-0"1

LIFE SAFETY PLAN

OCCUPANCY LOAD TABLE -

ADMINISTRATION COMPLEX

ROOM NO. ROOM NAME AREA

OCCUPANT LOAD FACTOR

PER TABLE 1004.1.2

OCCUPANT LOAD

A101 RECEPTION 354 SF 150 SF 2

A102 CONFERENCE 263 SF 15 SF 18

A104 OPEN OFFICE 783 SF 150 SF 5

A105 DIRECTOR 214 SF 150 SF 1

A106 OPERATION CENTER 223 SF 300 SF 1

A113 BUDGET OFFICE 96 SF 150 SF 1

A114 ASST. DIRECTOR 127 SF 150 SF 1

A115 ADMIN OFFICE 117 SF 150 SF 1

A205 STORAGE 39 SF 300 SF 0

TOTAL OCCUPANCY LOAD: 30

Revision Date Dwg. 151 of 243

45'-0"

11'-10"

COMM

C O

M M

COMM(E)COMM

(E) E (E) E (E) E

(E) E

(E) E

(E) E

(E) E

TEMPORARY MODULAR

TRAILER

32'x60'

VAULT FOR TEMPORARY 4"

SEWER CONNCETION

VAULT FOR TEMPORARY

WATER CONNECTION

DECOMPOSED

GRANITE

WALKWAY

DECOMPOSED

GRANITE

ACCESSIBLE

RAMP

PROVIDE ROOF

SUPPORT PADS

FOR ELEC/DATA,

TYP

UP

RAMP

W

(E ) W

(E) W

W

(E) W

(E ) S

(E) S

S

S

ADMINISTRATION

COMPLEX

ELEC

ROOM

15 14 13 12 11

1314151617

N O

P A

R K

IN

G

T

R

T F

B F

R

F T

B F

T

T F

B F

60'-0"

11'-0"

10'-11" 10'-11" 11'-0"

R E

F

UP

WH

MODULAR TRAILER LAYOUT

WORKSTATIONS (6) AND RECORD

STORAGE

OFFICE

CONFERENCE ROOM

ACCESSIBLE RESTROOM

COFFEE MESS / BREAKROOM

ACCESSIBLE STAIRS, RAMP, GUARD

RAIL AND HANDRAILS

WINDOWS (13)

2 4 5

NOTE

1. CARPET IN PRIVATE AND

OPEN OFFICE.

2. HARD SURFACE FLOOR TILE

IN RESTROOM, BREAK ROOM,

AND UTILITY.

2 2 3

GEN

(E) PARKING

PROVIDE ELEC/DATA

WEATHERHEAD,

SEE (SIM)

FOR ROOF

FLASHING

/3 AA 508

GENERAL NOTES

1. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION

0' 8' 16' 32'

1/16" = 1'-0"

N

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 002

ADMINISTRATION COMPLEX

CONSTRUCTION PHASING PLAN

892PC2037.23

J ZUBIK HH LL

CD2

1/16" = 1'-0"1

PHASING PLAN

CONSTRUCTION SEQUENCING:

1. CONTRACTOR TO WORK IN ACCORDANCE WITH SPECIFICATIONS SECTION

01 - GENERAL REQUIREMENTS.

2. CONTRACTOR SHALL PROCEED WITH WORK IN THE ADMINISTRATION

BUILDING AREA ACCORDING TO THE FOLLOWING:

A. CEMETERY STAFF VACATES THE ADMINISTRATION BUILDING AND

TURNS IT OVER TO THE CONTRACTOR. THE BALANCE OF THE

BUILDING REMAINS OCCUPIED AND ALL SERVICES MAINTAINED

UNTIL THE STAFF VACATES.

B. CONTRACTOR INSTALLS NEW ELECTRICAL SERVICE PANELS AND

ATS ON THE SOUTH WALL. INSTALL NEW TELE/DATA SERVICE IN

LOCATION OF NEW TELE/DATA ROOM. ELECTRICAL SERVICE AND

TELE/DATA ARE ENERGIZED AND COMMISSIONED.

C. TEMPORARY CEMETERY OFFICE TRAILER IS INSTALLED ALONG WITH

ASSOCIATED SIGNAGE, PATHS AND RAMPS.

D. UTILITIES ARE PROVIDED TO THE TEMPORARY CEMETERY OFFICE

TRAILER. DO NOT DISRUPT SERVICE TO THE GRAVESITE LOCATOR

AND THE PUBLIC RESTROOMS.

E. ALL EQUIPMENT AND FURNITURE TO BE RELOCATED TO THE

TEMPORARY OFFICE TRAILER BY CONTRACTOR IS IN PLACE AND

FULLY FUNCTIONAL.

F. CEMETERY STAFF VACATES THE BALANCE OF THE ADMINISTRATION

BUILDING.

G. THE REMAINDER OF THE ADMINISTRATION BUILDING RENOVATION

AND SITE WORK ARE COMPLETED.

H. UPON COMPLETION OF CONSTRUCTION ALL UTILITIES SUCH AS

ELECTRICAL POWER, IT/DATA, SECURITY, WATER, SEPTIC SYSTEM

AND FIRE ALARM ARE ENERGIZED AND COMMISSIONED.

I. FURNISHINGS AND EQUIPMENT FOR RENOVATED BUILDING ARE

INSTALLED AND FULLY OPERATIONAL BEFORE CEMETERY STAFF

MOVE INTO THE ADMINISTRATION BUILDING.

J. PROJECT SHALL NOT BE CONSIDERED COMPLETE UNTIL ALL

ARCHITECTURAL AND SITE WORK IS COMPLETED, CEMETERY STAFF

HAVE ESTABLISHED OPERATIONS IN NEW/RENOVATED FACILITIES,

TEMPORARY OFFICE TRAILER HAS BEEN REMOVED, AND SITE

REPAIRS HAVE BEEN COMPLETED.

3. CONTRACTOR SHALL COORDINATE WITH VA R.E. (RESIDENT ENGINEER)

FOR SCHEDULING THE TRANSFER OF I.T. (INFORMATION TECHNOLOGY)

SERVICES.. DELAYS DUE TO TIME OF I.T. SERVICES TRANSFER WILL NOT

SERVE AS A BASIS FOR EXTENDING CONTRACT TIME FOR COMPLETION,

NOR AS A BASIS FOR ADDITIONAL COMPENSATION.

4. CONTRACTOR SHALL FURNISH THE R.E. WITH A SCHEDULE OF

APPROXIMATE DATES ON WHICH THE CONTRACTOR INTENDS TO

ACCOMPLISH WORK IN EACH ARE OF THE SITE, BUILDING, OR PORTION

THEREOF. SEQUENCE OF WORK SHALL ACCORD WITH THE REQUIREMENTS

DESCRIBED AND AS MUTUALLY AGREEABLE TO THE CEMETERY DIRECTOR,

R.E. AND CONTRACTOR.

5. CONTRACTOR SHALL NOTIFY THE R.E. TWO WEEKS IN ADVANCE, IN

WRITING, OF THE PROPOSED DATE OF STARTING WORK IN EACH AREA OF

THE SITE.

6. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES AND ACCESS TO STAFF

AND VISITOR PARKING AREAS AT ALL TIMES.

7. CONTRACTOR SHALL MAINTAIN ACCESS TO THE PUBLIC RESTROOM AND

GRAVESITE LOCATOR AT ALL TIMES.

8. NO CONTRACTOR VEHICLES ARE TOO BE PARKED ON SITE OR ALONG THE

CEMETERY ENTRANCE. CONTRACTOR SHALL ARRANGE FOR PARKING OFF

SITE.

MODULAR TRAILER NOTES:

1. THIS DRAWING IS A REPRESENTATION OF CONDITIONS AS WE KNOW THEM

BASED ON RECORD DRAWINGS AND VISUAL OBSERVATIONS. IT IS NOT

BASED ON AN INSTRUMENT SURVEY AND THE CONTRACTOR SHALL VERIFY

LOCATIONS AND DISTANCES PRIOR TO BIDDING.

2. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN

APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED

BY THE OWNER OF ITS REPRESENTATIVE. THE CONTRACTOR SHALL

DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE

COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY

AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S

FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL

UNDERGROUND UTILITIES.

Revision Date Dwg. 152 of 243

SB SB

SB

V A

N N

O P

A R

K

IN

G

ADMINISTRATION

COMPLEX

15 14 13 12 11

14151617

T

R

T F

B F

R

F T

B F

T

T F

B F

SB

SB

SB

SB SB

V A

N

NO

PA

R K

IN

G

N O

P A R

K I N

G

BR EAK

GR ADE

BR

E

AK

GR

A

DE

N O

P A R K

I N G

3 7

19 20 2118

23 24 2522

5 4 3 2

1668/60

501/48

431/34

1587/73

648/34

2526/93

2452/89

966/71

. 0

. 0

.0

1 .

0.

9. 0

8. 00

387. 0

. 0

0 0

. 0

3. 0

385.

60 TP

385.

56 TP

385.

56 TP

386.

43 TP

386.

05 TP

386.

04 TP

385.

85 TP

385.

47 TP

385.

47 TP

385.

37 TP

385.

14 TP

385.

56 TP

385.

14 TP

384.

41 TP

384.

68 TP

384.

68 TP

384.

28 TP

384.

28 TP

383.

81 TP

385.

14 TP

386.

05 TP

383.

68 TP

MAINTENANCE

COMPLEX

STAFF

BUILDING

MAINTENANCE COMPLEX

VEHICLE BUILDING

ADM

INISTRATION

COMPLEX

(5) 6" STE PS

1.5%

391.0 +

+ 388.5

TW 393.5

FS 388.5

1.5%

TW 393.5

FS 388.24

+ 388.41

2% + 388.0

5.26' HT

WA LL

5.0' HT

WA LL

1.5%

TW 391.5

FS 388.5

3.

TW 391.5

FS 389.3

9 .0+

.5

9 0 .0

9 0 .5

TW 391.5

FS 391.0

TW 391.5

FS 389.7

.4

1.5%

. 0

+ 387.33

+ 387.0

+ 387.0

.5 %

1.5

+ 387.24

+ 387.24

+ 385.0

+ 386.0

4%

+ 387.0

4%

2%

385.0 +

385.0 +

+ 387.0

+ 386.0

2.8%

. 8%

.1 0

+ 385.24

.65

+ 385.24

.6

43' @ 4.65% =

2' DROP IN ELEV .

43' @ 4.65% =2' DROP IN ELEV .

2.5% 4%

4% 2%

385.23 +

TW 387.5

TW 387.84

CHE EK WALL

TW 387.84

CHE EK WALL

+ 387.0

+ 386.0

2.8%

3.8%

1.

+ 388.0 + 387.0

+ 386.0 + 385.0

385.0 +

(5) 6" STE PS

+ 387.5

.0

.5

.5

.0

TW 392.7

FS 387.5

5.2' HT

WA LL

TW 388.0

FS 387.5

TW 392.7

FS 387.7

5.0' HT

WA LL

TW 394.10

FS 388.10

6.0' HT

WA LL

TW 394.10

FS 388.10

6.0' HT

WA LL

6" HT

CHE EK WALL

3.0' HT

CHE EK WALL

1.8' HT

CHE EK WALL

2.2' HT

CHE EK WALL

TW 388.55

FS 388.05

6" HT

CHE EK WALL

TW 388.65

FS 388.15

6" HT

CHE EK WALL

+ 387.5

TW 388.53

FS 388.03

6" HT

CHE EK WALL

387.9 4 +

.0

.7

.4

.0

TW 388.0

FS 386.5

1.5' HT

CHE EK WALL

TW 388.0

FS 387.5

6" HT

CHE EK WALL

6" HT

CHE EK WALL

TW 388.0

FS 385.0

3.0' HT

CHE EK WALL

T

F

B F

T F

B F

T

F

B F

T

F

B F

T F

B F

T F

B F

T

R

T

F

B F

R

R

R

R

8T

8T

8T

8T

16 16

16 15

SB

SB

2 00 / 16 4 SF

- / 20 SF - / 80 SF

- / 50 SF

- / 30 SF

- / 90 SF

- / 17 SF

3 95 / 53 6 SF

2 41 / 47 6 SF

1 09 / 20 4 SF

3 5 / 1 43 SF

1 90 / 19 8 SF

- / 192 SF

- / 116 SF

- / 32 SF

TR

F

T B

F

T

F T

T

F

T

BF

T

T

B F T

F

T

B F

F

M M M

M

M

M

M M M

M

M

M

M

M

M

M

MM

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M M

M

T

F

B F

T

F

B F

T

F

B F

HONOR GUARD

B UILDING

EJ

EJ

EJ

E J

E J

GEN

ACCESS TO

CORTAGE LANE

PARKING

DECOMPOSED

GRANITE

ADDITION

ADDITION

[3 .7 m

[1.5 m]

5' - 0"

MAIN

ENTRY

TRUNCATED DOMES,

SEE

SPLASH BLOCK, TYP

[2 .7 m

[2 .7 m

[2 .6 m

[6.1 m]

20' - 0"

(E) LIGHT TO REMAIN

(E) FLAG POLES (6)

TO REMAIN

(E) BOLLARDS

TO REMAIN, TYP

/6 LC510

AA 509

GENERAL NOTES

1. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.

2. SEE LANDSCAPE DRAWINGS FOR SITE ELEMENTS.

MIRAMAR RD

N O

B E

L D

R

KEY PLAN

N

LEGEND

COMMON PATH OF TRAVEL

SCALE: 1" = 400'-0"

0' 8' 16' 32'

1/16" = 1'-0"

N

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 102

ADMINISTRATION COMPLEX

SITE PLAN

892PC2037.23

J ZUBIK HH LL

1/16" = 1'-0"1

SITE PLAN

Revision Date Dwg. 153 of 243

A1 A2 A3 A4 A5 A6 A7 A8

AA

AB

AC

AD

AE

AF

DIRECTOR

A104

GENERAL

OFFICE

A105

CORRIDOR

A111

RELOCATE

(E) SECURITY ALARM

REMOVE (E) WALL AS

NECESSARY FOR NEW

CONSTRUCTION

RELOCATE

(E) GRAVE

LOCATOR

REMOVE (E) PARTIAL

HEIGHT WALL

(E) ROOF OVERHANG

ABOVE, TYP

(E) ROOF OVERHANG ABOVE, TYP.

MENS

RESTROOM

A202

H.A.C.

A201

COMPANION

RESTROOM

A203

WOMENS

RESTROOM

A204

STORAGE

A205

BREEZE

WAY

A200

CONFERENCE

A102

CUSTOMER

ASSISTANCE

A103

BREAK

ROOM

A108

RESTROOM

A109

RESTROOM

A110

ELEC

A112

OPERATION

CENTER

A106

STORAGE

A107

RECEPTION

A101

REPLACE

(E) CARD

READER

REPLACE

(E) CARD

READER

(E) ELECTRICAL

PANELS TO REMAIN

(E) EDGE OF

PAVEMENT

(E) WALL ABOVE

TO BE DEMOLISHED

PORTION OF (E) WALL

TO BE REMOVED

REMOVE

(E) CARD READER

REMOVE (E) COUNTER TOP

AND STORE FOR RE-USE

(E) COLUMN TO REMAIN,

PROTECT IN PLACE

COVERED

ENTRY

A100

[12.2 m]

40' - 0"

[1.8 m]

5' - 9"

[0 .6 m

[0.6 m]

2' - 0"

[1 .5 m

[2 .1 m

[0.4 m]

1' - 4"

[2.6 m]

8' - 6"

[1.7 m]

5' - 6"

[0 .4 m

[0.9 m]

3' - 0"

[9.8 m]

32' - 3"

[2 .1 m

[3 .7 m

(E) EMERGENCY

GENERATOR ACTION

PANEL TO REMAIN

(E) CONDENSER

TO BE RELOCATED

(E) CONDENSER

UNIT TO REMAIN

LEGEND

WALL TO BE DEMOLISHED

FIXTURE TO BE DEMOLISHED

(E) TO REMAIN

0' 2' 4' 8'

1/4" = 1'-0"

N

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 103

ADMINISTRATION COMPLEX

DEMOLITION FLOOR PLAN

892PC2037.23

J ZUBIK HH LL

1/4" = 1'-0"1

FLOOR PLAN - DEMOLITION

EXISTING: 3,741 GSF

Revision Date Dwg. 154 of 243

A1 A2 A3 A4 A5 A6

A7

A7

A8

A8 A12

A12

A13

A13

AA

AB

AC

AD

AE

AF

AA 301

[6.4 m]

21' - 0"

[3.2 m]

10' - 6"

[3.2 m]

10' - 6"

(N) CR (N) CR

(N) CR

BATTERED COLUMN,

TYP

RELOCATED

(E) GRAVE LOCATOR

RELOCATED

(E) FIRE ALARM

RELOCATED

(E) SECURITY

ALARM

(E) ROOF ABOVE

RELOCATED (E)

CONDENSER

AA 202

AA 202

A9

A9

A10

A10

A11

A11

AA 301

HP-1

STOREFRONT

SYSTEM

(E) STOREFRONT SYSTEM

TO REMAIN, TYP.

AA 203 10

AA 203

AA 201

AA 2011

(E) ROOF ABOVE

AA 301

AA 2038

AA 301

AA 2048

STOREFRONT SYSTEM,

TYP

AA 2044

(N) CR 2

STORAGE

A207

14 SF

H.A.C.

A201

39 SF

MENS

RESTROOM

A202

219 SF

WOMENS

RESTROOM

A204

219 SF

COMPANION

RESTROOM

A203

54 SF

STORAGE

A205

39 SF

BREEZE

WAY

A200

388 SF

CONFERENCE

A102

263 SF

RECEPTION

A101

354 SF

CUSTOMER

ASSISTANCE

A103

128 SF

OPEN

OFFICE

A104

783 SF

CORRIDOR

A111

452 SF

BREAK

ROOM

A108

161 SF

RESTROOM

A109

78 SF

RESTROOM

A110

78 SF

ELEC

A112

71 SF

OPERATION

CENTER

A106

223 SF

ASST.

DIRECTOR

A114

127 SF

BUDGET

OFFICE

A113

96 SF

DIRECTOR

A105

214 SF

STORAGE

A107

30 SF

ADMIN

OFFICE

A115

117 SF

A105A

A A

A207A

A111B

A115A

A B

1.1

[3.0 m]

10' - 0"

[3.1 m]

10' - 0"

[4 .1 m

[2 .3 m

[1 .1 m

[2 .1 m

[1 .8 m

[0.8 m]

2' - 8" [0.2 m] 6"

[2.6 m]

8' - 6"

E Q

[1 .0 m

R O

E Q

[0.9 m]

3' - 1"

ROOF ABOVE

A6

A5A5

A7

(N) CR

STOREFRONT

SYSTEM

[0 .6 m

[3 .8 m

[0 .5 m

[1 .3 m

[0 .6 m

[5.5 m]

18' - 0"

[2.6 m]

8' - 6"

[0.6 m]

2' - 0"

[2.6 m]

8' - 6"

[0.6 m]

2' - 0"

[2.6 m]

8' - 6"

[0.6 m]

2' - 0"

[2.6 m]

8' - 6"

[0.6 m]

2' - 0"

[2.6 m]

8' - 6"

[0.6 m]

2' - 0"

[6 .8 m

(E) BATTERED COLUMN,

TYP

CAST STONE,

TYP

[1.5 m]

4' - 10"

[1.6 m]

5' - 2"

[1 .3 m

[1 .5 m

ALIGN WITH

(E) STOREFRONT, TYP

A1

AA 303

AA 201

PARTIAL HEIGHT WALL SOLID SURFACE

COUNTERTOP

(E) FEC

SOLID SURFACE

COUNTERTOP

[3.2 m]

10' - 8"

(E) ELECTRICAL PANEL

AA 503

AA 20410

(E) COLUMN

AA 301

ALIGN

WITH

(E)WALL

(E) EDGE OF

PAVEMENT

COVERED

ENTRY

A100

AA 2014

[3.1 m]

10' - 2"

[1.8 m]

5' - 10"

[0.6 m]

2' - 0"

[0 .6 m

[1 .0 m

R .O

[0 .5 m

SB SB

[0 .3 m

S L O

P E

T O

T O

P O

F W

A L

L

AA 501

TYP

(E)101B (E)101C

(E )1

A

(E)107A

(E )1

A

(E )1

A

(E )1

A

(E )1

A

(E)112A

(E )1

A

(E )1

A

SB2

(E) CR

(E) HB

(E) HB

(E )2

A

(E )2

A

(E )2

A

(E)203A

(E )2

A

AA 303

(E) EMERGENCY

GENERATOR

ACTION PLAN TO

REMAIN

AA 203

DRAIN PIPE WITH

LAMBS SPOUT (2)

AA 502

[1.7 m]

5' - 6"

[1.2 m]

4' - 0"

[2.0 m]

6' - 6"

GENERAL NOTES

1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS

SHOWN AND REPORT ANY DISCREPANCIES TO THE RESIDENT

ENGINEER IMMEDIATELY FOR RESOLUTION PRIOR TO PROCEEDING.

2. SEE AA109 FOR FURNITURE PLAN AND SCHEDULE.

3. SEE AA601 FOR ROOM FINISH PLAN AND SCHEDULE.

4. SEE AA601 FOR DOOR SCHEDULE AND FRAME ELEVATIONS.

5. SEE LANDSCAPE FOR SIDEWALK LAYOUT AND JOINT PATTERN.

LEGEND

WALL TYPES:

EXTERIOR WALL:

PORTLAND CEMENT PLASTER ON METAL LATH ON (2) LAYERS #15

ASPHALT FELT ON 1/2" PLYWOOD ON WOOD FRAMING, SIZE FRAMING

PER STRUCTURAL DRAWINGS

EXTERIOR WALL:

MANUFACTURED MASONRY ON METAL LATH ON (2) LAYERS #15

ASPHALT FELT ON 1/2" PLYWOOD ON WOOD FRAMING, SIZE FRAMING

PER STRUCTURAL DRAWINGS

INTERIOR PARTITION:

WALL TYPE TO BE A1, UNLESS OTHERWISE NOTED

(E) TO REMAIN

(N) CONSTRUCTION

SPLASH BLOCK, SEE SB /9 AA 508

SB2 SPLASH BLOCK, SEE /6 AA 508

(N) CR DUAL AUTHENTICATION CARD

READER (CARD AND PIN)

(N) CR 2 AUTHENTICATION CARD

READER (CARD ONLY)

0' 2' 4' 8'

1/4" = 1'-0"

N

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 104

ADMINISTRATION COMPLEX

FLOOR PLAN

892PC2037.23

J ZUBIK HH LL

1/4" = 1'-0"1

FLOOR PLAN

EXISTING: 3,741 GSF

ADDITIONAL: 776 GSF

TOTAL: 4,517 GSF

Revision Date Dwg. 155 of 243

A1 A2 A3 A4 A5 A6 A7 A8

AA

AB

AC

AD

AE

AF

(E) SOFFIT TO BE REMOVED

(E) LIGHT FIXTURE TO BE REMOVED, TYP

MENS

RESTROOM

A202

WOMENS

RESTROOM

A204

STORAGE

A205

COMPANION

RESTROOM

A203

H.A.C.

A201

BREEZE

WAY

A200

RECEPTION

A101

CONFERENCE

A102

OPERATION

CENTER

A106

STORAGE

A107

BREAK

ROOM

A108

CORRIDOR

A111

RESTROOM

A109

RESTROOM

A110

ELEC

A112

DIRECTOR

A104

GENERAL

OFFICE

A105

(E) WALL

TO BE DEMOLISHED

(E) EXIT SIGN TO BE RELOCATED

(E) LIGHT FIXTURE TO REMAIN, TYP

(E) COLUMN TO REMAIN,

PROTECT IN PLACE

(E) CAMERA TO BE RELOCATED

DEMOLITION OF EXTERIOR WALL(E) GYPSUM WALLBOARD CEILING, TYP

(E) SUSPENDED ACOUSTIC CEILING, TYP

(E) TONGUE AND GROOVE CEDAR CEILING TO REMAIN

(E) CEILING MOUNTED

GRAVE LOCATOR SIGN

TO BE RELOCATED

(E) CEILING FAN TO BE

REMOVED

(E) LIGHT FIXTURE

TO BE REMOVED

(E) GYPSUM WALLBOARD

CEILING TO BE REMOVED

(E) AIR INTAKE

(E) SUPPLY/ RETURN GRILL

TO REMAIN, TYP

COVERED

ENTRY

A100

(E) FAN COIL UNIT

TO BE RELOCATED,

SEE MECHANICAL

(E) FAN COIL UNIT

TO REMAIN, TYP

(E) FAN COIL UNIT TO

BE REMOVED, TYP

(E) SUPPLY/RETURN AIR DIFFUSER TO BE REMOVEDCUSTOMER

ASSISTANCE

A103

(E) LIGHT FIXTURE

TO REMAIN, TYP

GENERAL NOTES

1. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION

LEGEND

WALL TO BE DEMOLISHED

FIXTURE TO BE DEMOLISHED

(E) TO REMAIN

0' 2' 4' 8'

1/4" = 1'-0"

N

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

DISABLED VETERAN + EMPLOYEE OWNED

1053 TENTH AVENUE

SAN DIEGO, CA 92101

PHONE 619.238.3811

www.davyarchitecture.com

CONSULTANT A/E OF RECORD

Drawing Title

Approved Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

987654321

F

E

D

C

B

A

987654321

F

E

D

C

B

A

CONSULTANT CONSULTANT CONSULTANT CONSULTANT CONSULTANT

Phase:

Approved Project Director

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

BID DOCUMENT

F ile

P a th

VA FORM 08 - 6231

February 22, 2021

PHASE 2 DEVELOPMENT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

AA 105

ADMINISTRATION COMPLEX

DEMOLITION REFLECTED CEILING PLAN

892PC2037.23

J ZUBIK HH LL

1/4" = 1'-0"1

REFLECTED CEILING PLAN - DEMOLITION

Revision Date Dwg. 156 of 243

A1 A2 A3 A4 A5 A6

A7

A7 A8

A12

A12

A13

A13

AA

AB

AC

AD

AE

AF

AA 301

A9

A9

A10

A10

A11

A11

AA 301

AA 201

AA 2011

AA 301

AA 301

(E) TONGUE AND GROOVE CEDAR CEILING, TYP

(E)…