RTA DRAWINGS VOL 1.pdf

PDF 10 MB Posted Jul 31, 2020

Attached to: Advanced Munitions Technology Complex PH II FTFA 043000, Eglin Air Force Base, Florida
Solicitation number: W9127820R0093
Issued by: Department of the Army Corps of Engineers Engineering District Mobile

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation to construct facilities at Eglin Air Force Base in Florida. The solicitation seeks construction of six bunkers that will make up the Complex for Agile Processing of Energetics and Advanced Processing facilities, totaling 2,948 square feet and 4,035 square feet respectively. An additional facility is the 10,247 square foot Advanced Dynamics Chamber that will include a blast chamber and observation room. The solicitation also includes an 11,137 square foot Advanced Energetics Research Laboratory. Finally, an Explosive Storage Facility will be built to accommodate 40,000 pounds of hazardous explosives. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Mobile.

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US Army Corps of Engineers

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

ADVANCED MUNITIONS TECHNOLOGY COMPLEX PH II

FTFA 043000

EGLIN AIR FORCE BASE, FLORIDA

OKALOOSA COUNTY

JULY 2020

MOBILE DISTRICT PROJECT CODE : MEF20050

SOLICITATION NUMBER : W9127819R0093

VOLUME 1 OF 4

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STANDARD DETAILS - FIRE PROTECTION DRAWING LIST

NUMBER NAME

01-FA501 FIRE ALARM & MNS SYMBOLS, LEGEND AND ABBREVIATIONS

01-FA601 FIRE ALARM DETAILS

01-FA602 FIRE ALARM RISER

01-FA603 FIRE ALARM MATRIX

01-FX501 FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS

01-FX601 FIRE SUPPRESSION ONE LINE DIAGRAMS

STANDARD DETAILS - STRUCTURAL DRAWING LIST

NUMBER NAME

01-S-001 GENERAL NOTES - SHEET 1

01-S-002 GENERAL NOTES - SHEET 2

01-S-003 LEGEND & ABBREVIATIONS

01-S-010 STANDARD CONCRETE DETAILS

01-S-011 STANDARD CONCRETE DETAILS

01-S-012 STANDARD CONCRETE DETAILS

01-S-013 STANDARD MASONRY DETAILS

01-S-014 PIPE RACK/LIGHTNING PROTECTION/ NITROGEN TANK FOUNDATION DETAILS

01-S-015 STANDARD STEEL DETAILS

01-S-016 STANDARD STEEL DETAILS

01-S-020 STANDARD FOUNDATION DETAILS

01-S-023 STANDARD ROOF DETAILS

01-S-030 PROTECTIVE CONSTRUCTION PLAN SHEET

01-S-031 ENHANCED BRACING PLANS AND DETAILS

01-S-033 PROTECTIVE CONSTRUCTION SECTIONS AND DETAILS

01-S-034 PROTECTIVE CONSTRUCTION SECTIONS AND DETAILS

01-S-035 PROTECTIVE CONSTRUCTION SECTIONS AND DETAILS

01-S-036 PROTECTIVE CONSTRUCTION SECTIONS AND DETAILS

STANDARD DETAILS - ARCHITECTURAL DRAWING LIST

NUMBER NAME

01-AG001 ARCHITECTURAL LEGEND & ABBREVIATIONS

01-AG002 ARCHITECTURAL GENERAL NOTES

01-AG003 ADA INFORMATION

01-A-201 MOCK UP PLANS

01-A-202 MOCK UP ELEVATIONS

01-A-203 MOCK UP SECTIONS

01-A-204 MOCK UP 3D VIEWS

01-A-361 SECTION DETAILS

01-A-362 SECTION DETAILS

01-A-363 SECTION DETAILS

01-A-364 SECTION DETAILS

01-A-365 SECTION DETAILS

01-A-461 PLAN DETAILS

01-A-462 EXTERIOR WALL DETAILS

01-A-511 PARTITION TYPE DETAILS

01-A-512 PARTITION TYPE DETAILS

01-A-521 PENETRATION DETAILS

01-A-522 DUCT PENETRATION DETAILS

01-A-561 CEILING DETAILS

01-A-581 ROOF DETAILS

01-A-582 ROOF DETAILS

01-A-583 ROOF DETAILS

01-A-584 ROOF DETAILS

01-A-585 ROOF DETAILS

01-A-586 ROOF DETAILS

01-A-587 ROOF DETAILS

01-A-591 CAGED LADDER DETAILS

01-A-611 DOOR DETAILS

01-A-612 DOOR DETAILS

01-A-613 DOOR DETAILS

01-A-614 HIGH SECURITY DOOR DETAILS

01-A-615 HIGH SECURITY DOOR DETAILS

01-A-616 DOOR DETAILS

01-A-621 BLAST DOOR DETAILS

01-A-624 BLAST DOOR DETAILS

01-A-627 BLAST DOOR DETAILS

01-A-628 BLAST DOOR DETAILS

01-A-661 LOUVER DETAILS

01-A-662 LOUVER DETAILS

01-A-761 MILLWORK DETAILS

01-A-762 CASEWORK DETAILS

01-A-765 EXTERIOR SIGNAGE DETAILS

01-A-771 FLOOR TRANSITION DETAILS

STANDARD DETAILS - ELECTRICAL DRAWING LIST

NUMBER NAME

01-E-001 ELECTRICAL SYMBOLS LEGEND

01-E-002 ELECTRICAL ABBREVIATIONS & GENERAL NOTES

01-E-003 ELECTRICAL CIRCUIT SIZING INFORMATION

01-E-501 ELECTRICAL POWER DETAILS

01-E-502 ELECTRICAL POWER DETAILS

01-E-503 OVERHEAD TRACK BUSWAY DETAILS

01-E-511 LIGHTING DETAILS

01-E-601 LIGHT FIXTURE SCHEDULE

01-EG501 GROUNDING DETAILS

01-EG502 GROUNDING DETAILS

01-EG503 GROUNDING DETAILS

01-EG800 AERL LIGHTNING PROTECTION COVERAGE

01-EG801 AERL LIGHTNING PROTECTION COVERAGE

01-EG820 CAPE LIGHTNING PROTECTION COVERAGE

01-EG830 ADC50 LIGHTNING PROTECTION COVERAGE

01-EG831 ADC50 LIGHTNING PROTECTION COVERAGE

01-EY501 SECURITY DETAILS

01-EY502 SECURITY DETAILS

STANDARD DETAILS - TELECOMMUNICATIONS DRAWING LIST

NUMBER NAME

01-T-001 COMMUNICATIONS LEGEND

01-T-501 COMMUNICATIONS DETAILS

01-T-502 COMMUNICATIONS DETAILS

STANDARD DETAILS - MECHANICAL DRAWING LIST

NUMBER NAME

01-M-001 MECHANICAL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

01-M-002 MECHANICAL AERL SCHEDULE

01-M-004 MECHANICAL 07 CAPE SCHEDULE

01-M-005 MECHANICAL 08 CAPE SCHEDULE

01-M-006 MECHANICAL ADC-50 SCHEDULE

01-M-501 MECHANICAL DETAILS

01-M-502 MECHANICAL DETAILS

01-M-503 MECHANICAL DETAILS

01-M-504 MECHANICAL DETAILS

01-M-505 MECHANICAL DETAILS

01-M-506 MECHANICAL DETAILS

01-M-507 MECHANICAL DETAILS

01-M-508 MECHANICAL DETAILS

01-M-509 MECHANICAL DETAILS

01-M-510 MECHANICAL DETAILS

01-M-511 MECHANICAL DETAILS

01-M-512 MECHANICAL DETAILS

STANDARD DETAILS - PLUMBING DRAWING LIST

NUMBER NAME

01-P-001 PLUMBING GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

01-P-501 PLUMBING DETAILS

01-P-502 PLUMBING DETAILS

01-P-503 PLUMBING DETAILS

01-P-504 PLUMBING DETAILS

01-P-505 PLUMBING DETAILS

01-P-506 PLUMBING DETAILS

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CIVIL/INFRASTUCTURE - GENERAL

NUMBER NAME

02-GC001 PROJECT LOCATION PLAN

02-GC002 CIVIL LEGEND SHEET

02-GC003 ACCESS AND SAFETY PLAN

02-GC004 ACCESS AND SAFETY NOTES 1 OF 2

02-GC005 ACCESS AND SAFETY NOTES 2 OF 2

02-GC006 STAGING AND LAYDOWN PLAN

02-GC007 STAGING AND LAYDOWN PLAN ENLARGED VIEW MAIN CAMPUS

02-GC008 STAGING AND LAYDOWN PLAN BID OPTION ADC-50 AREA

02-GC011 WORK ZONES - EXISTING QD ARCS

CIVIL/INFRASTUCTURE - SURVEY/MAPPING

NUMBER NAME

02-V-100 OVERALL EXISTING CONDITIONS PLAN

02-V-101 EXISTING CONDITIONS PLAN GRID 1

02-V-102 EXISTING CONDITIONS PLAN GRID 2

02-V-103 EXISTING CONDITIONS PLAN GRID 3

02-V-104 EXISTING CONDITIONS PLAN GRID 4

02-V-105 EXISTING CONDITIONS PLAN GRID 5

02-V-106 EXISTING CONDITIONS PLAN GRID 6

02-V-107 EXISTING CONDITIONS PLAN GRID 7

02-V-108 EXISTING CONDITIONS PLAN GRID 8

02-V-109 EXISTING CONDITIONS PLAN GRID 9

02-V-110 EXISTING CONDITIONS PLAN GRID 10

02-V-111 EXISTING CONDITIONS PLAN GRID 11

02-V-112 EXISTING CONDITIONS PLAN GRID 12

02-V-113 EXISTING CONDITIONS PLAN GRID 13

02-V-114 EXISTING CONDITIONS PLAN GRID 14

02-V-115 EXISTING CONDITIONS PLAN GRID 15

02-V-116 EXISTING CONDITIONS PLAN GRID 16

02-V-117 EXISTING CONDITIONS PLAN GRID 17

02-V-118 EXISTING CONDITIONS PLAN GRID 18

02-V-119 EXISTING CONDITIONS PLAN GRID 19

02-V-120 EXISTING CONDITIONS PLAN GRID 20

02-V-121 EXISTING CONDITIONS PLAN GRID 21

02-V-122 EXISTING CONDITIONS PLAN GRID 22

02-V-123 EXISTING CONDITIONS PLAN GRID 23

02-V-124 EXISTING CONDITIONS PLAN GRID 24

02-V-125 EXISTING CONDITIONS PLAN GRID 25

02-V-126 EXISTING CONDITIONS PLAN GRID 26

02-V-127 EXISTING CONDITIONS PLAN GRID 27

CIVIL/INFRASTUCTURE - GEOTECHNICAL

NUMBER NAME

02-B-100 GEOTECHNICAL PLAN

02-B-101 GEOTECHNICAL BORING LOGS AND NOTES 1

02-B-102 GEOTECHNICAL BORING LOGS AND NOTES 2

02-B-103 GEOTECHNICAL BORING LOGS AND NOTES 3

02-B-104 GETOTECNICAL BORING LOGS AND NOTES 4

02-B-105 GEOTECHNICAL BORING LOGS AND NOTES 5

02-B-106 GEOTECHNICAL BORING LOGS AND NOTES 6

02-B-107 GEOTECHNICAL BORING LOGS AND NOTES 7

02-B-108 GEOTECHNICAL BORING LOGS AND NOTES 8

02-B-109 GEOTECHNICAL BORING LOGS AND NOTES 9

CIVIL/INFRASTUCTURE - CIVIL DRAWINGS

NUMBER NAME

02-CU500 UTILITY NOTES

02-CU501 WATER SYSTEM DETAILS

02-CU502 WATER SYSTEM DETAILS

02-CU503 WATER SYSTEM DETAILS

02-CU504 WASTEWATER DETAILS

02-CU505 WASTEWATER DETAILS

02-CU506 WATER AND WASTEWATER DETAILS

02-CU509 LIFT STATION AND SANITARY SEWER DETAILS

CIVIL/INFRASTUCTURE - CIVIL DRAWINGS

NUMBER NAME

02-CS109 SITE PLAN GRID 9

02-CS111 SITE PLAN GRID 11

02-CS113 SITE PLAN GRID 13

02-CS117 SITE PLAN GRID 17

02-CS130 OVERALL PAVEMENT LAYOUT PLAN

02-CS132 BID OPTION AERL - PAVEMENT LAYOUT PLAN

02-CS134 BID OPTION EXPLOSIVE STORAGE - PAVEMENT LAYOUT PLAN

02-CS135 BID OPTION ADC-50 JOINT LAYOUT PLAN

02-CS136 CAPE BUNKERS ENLARGED PLAN 1

02-CS137 CAPE BUNKERS ENLARGED PLAN 2

02-CS138 CAPE BUNKERS ENLARGED PLAN 3

02-CS141 PAVEMENT JOINTING/ELEVATION PLAN

02-CS142 BID OPTION AERL - PAVEMENT ELEVATION PLAN

02-CS144 BID OPTION EXPLOSIVE STORAGE - PAVEMENT ELEVATION PLAN

02-CS145 BID OPTION ADC-50 - PAVEMENT ELEVATION PLAN

02-CS146 CAPE BUNKERS ENLARGED ELEVATION PLAN 1

02-CS147 CAPE BUNKERS ENLARGED ELEVATION PLAN 2

02-CS148 CAPE BUNKERS ENLARGED ELEVATION PLAN 3

02-CS151 BID OPTION PARKING

02-CS160 CAPE UTILITY PIPE RACK PLAN

02-CS161 BID OPTION EXPLOSIVE STORAGE SITE PLAN 1

02-CS162 BID OPTION EXPLOSIVE STORAGE SITE PLAN 2

02-CS163 BID OPTION NORTH ROAD SITE PLAN

02-CS500 PAVEMENT DETAILS 1 OF 4

02-CS501 PAVEMENT DETAILS 2 OF 4

02-CS502 PAVEMENT DETAILS 3 OF 4

02-CS503 PAVEMENT DETAILS 4 OF 4

02-CS504 ACCESS AND SAFETY DETAILS

02-CS505 SITE DETAILS

02-CS507 SITE DETAILS

02-CS509 FENCING AND GATES DETAILS

02-CS510 FENCING AND GATES DETAILS

02-CS512 UTILITY TRENCH DETAILS

02-CS513 MANHOLE DETAILS

02-CS514 TANK DETAILS

02-CS516 FILTER BOX - SOLIDS INTERCEPTOR 1

02-CG100 OVERALL GRADING PLAN

02-CG101 GRADING PLAN GRID 1

02-CG102 GRADING PLAN GRID 2

02-CG103 GRADING PLAN GRID 3

02-CG104 GRADING PLAN GRID 4

02-CG105 GRADING PLAN GRID 5

02-CG106 GRADING PLAN GRID 6

02-CG109 GRADING PLAN GRID 9

02-CG111 GRADING PLAN GRID 11

02-CG113 GRADING PLAN GRID 13

02-CG140 BID OPTION - ADC-50 STOCKPILE REMOVAL PLAN

02-CG151 BID OPTION PARKING GRADING PLAN

02-CG204 BID OPTION - NORTH ROAD GRADING PLAN

02-CG212 ADC-50 PERIMETER ROAD PROFILE STA 0+12.00 TO STA 7+18.07

02-CG213 EXPLOSIVE STORAGE ROAD STA 1+02.36 TO STA 5+00

02-CG214 EXPLOSIVE STORAGE ROAD STA 5+00 TO STA 7+50

02-CG215 EXPLOSIVE STORAGE ROAD STA 7+50 TO 9+13.87

02-CG501 EROSION CONTROL DETAILS 1 OF 3

02-CG502 EROSION CONTROL DETAILS 2 OF 3

02-CG503 EROSION CONTROL DETAILS 3 OF 3

02-CU100 OVERALL UTILITY PLAN

02-CU101 UTILITY PLAN GRID 1

02-CU102 UTILITY PLAN GRID 2

02-CU104 UTILITY PLAN GRID 4

02-CU105 UTILITY PLAN GRID 5

02-CU106 UTILITY PLAN GRID 6

02-CU109 UTILITY PLAN GRID 9

02-CU111 UTILITY PLAN GRID 11

02-CU112 UTILITY PLAN GRID 12

02-CU113 UTILITY PLAN GRID 13

02-CU114 UTILITY PLAN GRID 14

02-CU115 UTILITY PLAN GRID 15

02-CU120 UTILITY PLAN GRID 20

02-CU130 OVERALL CAPE UTILITY PLAN

02-CU200 SANITARY SEWER ALIGNMENT LAYOUT

02-CU203 SANITARY SEWER PROFILE

02-CU204 SANITARY SEWER PROFILE

02-CU206 SANITARY SEWER PROFILE

02-CU207 SANITARY SEWER PIPE & STRUCTURE TABLES

02-CU208 SANITARY SEWER PIPE & STRUCTURE TABLES

02-CU209 SANITARY SEWER PIPE & STRUCTURE TABLES

02-CU250 STORM DRAIN PROFILES 1

02-CU251 STORM DRAIN PROFILES 2

CIVIL/INFRASTUCTURE - CIVIL DRAWINGS

NUMBER NAME

02-CD099 GENERAL DEMOLITION NOTES

02-CD100 OVERALL DEMOLITION PLAN

02-CD101 DEMOLITION PLAN GRID 1

02-CD102 DEMOLITION PLAN GRID 2

02-CD103 DEMOLITION PLAN GRID 3

02-CD109 DEMOLITION PLAN GRID 9

02-CD112 DEMOLITION PLAN GRID 12

02-CD115 DEMOLITION PLAN GRID 15

02-CD116 DEMOLITION PLAN GRID 16

02-CD119 DEMOLITION PLAN GRID 19

02-CD120 DEMOLITION PLAN GRID 20

02-CD151 BID OPTION PARKING DEMOLITION PLAN

02-CS100 OVERALL SITE PLAN

02-CS101 SITE PLAN GRID 1

02-CS102 SITE PLAN GRID 2

02-CS104 SITE PLAN GRID 4

02-CS105 SITE PLAN GRID 5

02-CS106 SITE PLAN GRID 6

CIVIL/INFRASTUCTURE - LANDSCAPE

NUMBER NAME

02-LS100 OVERALL SEED & SOD PLAN

02-LS101 ENLARGED SEED & SOD PLAN

02-LS102 ENLARGED SEED & SOD PLAN

02-LS103 ENLARGED SEED & SOD PLAN

02-LS104 DETAIL LANDSCAPE PLAN

02-LS200 OVERALL SIGNAGE

02-LS201 SIGNAGE PLAN

02-LS202 SIGNAGE PLAN BID OPTION ADC-50

02-LS203 SIGNAGE PLAN

02-LS500 LANDSCAPE DETAILS

02-LS501 LANDSCAPE DETAILS

02-LS502 BID OPTION MONUMENTSIGN AND SIGNAGE DETAILS

CIVIL/INFRASTUCTURE - ELECTRICAL

NUMBER NAME

02-ES001 PRIMARY DISTRIBUTION SWITCHING DIAGRAM

02-ES002 UTILITY GRID PLAN

02-ES101 UTILITY PLAN GRID 1

02-ES102 UTILITY PLAN GRID 2

02-ES113 UTILITY PLAN GRID 13

02-ES115 UTILITY PLAN GRID 15

02-ES501 ELECTRICAL DETAILS

02-ES503 ELECTRICAL DETAILS

02-ES504 ELECTRICAL DETAILS

02-ES507 ELECTRICAL DETAILS

02-ES508 ELECTRICAL DETAILS

02-ES509 ELECTRICAL DETAILS

02-ES510 ELECTRICAL DETAILS

02-ES801 CATHODIC PROTECTION DETAILS

02-ES802 CATHODIC PROTECTION DETAILS

02-ES803 CATHODIC PROTECTION DETAILS

CIVIL/INFRASTUCTURE - ELECTRICAL GROUNDING

NUMBER NAME

02-EG171 SITE LIGHTNING PROTECTION PLAN - GRID 1

02-EG172 SITE LIGHTNING PROTECTION PLAN - GRID 2

02-EG174 SITE LIGHTNING PROTECTION PLAN - GRID 4

02-EG175 SITE LIGHTNING PROTECTION PLAN - GRID 5

02-EG176 SITE LIGHTNING PROTECTION PLAN - GRID 6

02-EG181 SITE LIGHTNING PROTECTION PLAN - GRID 11

02-EG183 SITE LIGHTNING PROTECTION PLAN - GRID 13

02-EG185 SITE LIGHTNING PROTECTION PLAN - GRID 15

02-EG187 SITE LIGHTNING PROTECTION PLAN - GRID 17

CIVIL/INFRASTUCTURE - TELECOMMUNICATIONS

NUMBER NAME

02-TS001 UTILITY GRID PLAN

02-TS002 TELECOMMUNICATIONS LEGEND

02-TS101 UTILITY PLAN GRID 1

02-TS102 UTILITY PLAN GRID 2

02-TS109 UTILITY PLAN GRID 9

02-TS113 UTILITY PLAN GRID 13

02-TS114 UTILITY PLAN GRID 14

02-TS115 UTILITY PLAN GRID 15

02-TS116 UTILITY PLAN GRID 16

02-TS120 UTILITY PLAN GRID 20

02-TS601 TELECOMMUNICATIONS TOPOLOGY

02-TS602 TELECOMMUNICATIONS HANDHOLE BUTTERFLY DETAILS

02-TS603 TELECOMMUNICATIONS HANDHOLE BUTTERFLY DETAILS

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AERL - STRUCTURAL DRAWING LIST

NUMBER NAME

03-S-101 FOUNDATION PLAN

03-S-111 SLAB PLAN

03-S-121 ROOF FRAMING PLAN

03-S-131 WALL ELEVATION PLAN

03-S-201 WALL ELEVATIONS

03-S-202 WALL ELEVATIONS

03-S-203 WALL ELEVATIONS

03-S-204 WALL ELEVATIONS

03-S-205 WALL ELEVATIONS

03-S-206 WALL ELEVATIONS

03-S-207 WALL ELEVATIONS

03-S-208 WALL ELEVATIONS

03-S-209 WALL ELEVATIONS

03-S-210 WALL ELEVATIONS

03-S-211 WALL ELEVATIONS

03-S-601 WIND LOAD DIAGRAMS

AERL - ARCHITECTURAL DRAWING LIST

NUMBER NAME

03-A-010 AIR BARRIER PLAN AND SECTIONS

03-A-101 GROUND FLOOR PLAN

03-A-102 ROOF PLAN

03-A-151 REFLECTED CEILING PLAN

03-A-152 GROUND FLOOR - ACOUSTICAL PANEL LAYOUT

03-A-201 EXTERIOR BUILDING ELEVATIONS

03-A-202 EXTERIOR BUILDING ELEVATIONS

03-A-301 BUILDING SECTIONS

03-A-311 WALL SECTIONS

03-A-312 WALL SECTIONS

03-A-313 WALL SECTIONS

03-A-401 ENLARGED TOILET PLAN AND ELEVATIONS

03-A-402 GUARDRAIL ELEVATIONS

03-A-431 TRANSLUCENT WALL PANEL PLANS

03-A-432 TRANSLUCENT WALL PANEL DETAILS

03-A-433 TRANSLUCENT WALL PANEL DETAILS

03-A-501 PARTITION TYPES

03-A-551 DETAILS

03-A-582 CANOPY DETAILS

03-A-601 DOOR SCHEDULE, DOOR AND FRAME TYPES, LOUVER SCHEDULE AND TYPES

03-A-701 ROOM FINISH SCHEDULE

03-A-731 SIGNAGE PLANS

03-A-741 SIGNAGE SCHEDULE AND SIGN TYPES

03-A-742 SIGN TYPES

03-A-751 INTERIOR ELEVATIONS

03-A-752 INTERIOR ELEVATIONS

03-A-753 INTERIOR ELEVATIONS

03-A-754 INTERIOR ELEVATIONS

03-A-901 EQUIPMENT PLAN - AREA A

03-A-902 EQUIPMENT PLAN - AREA B

03-A-903 EQUIPMENT PLAN - AREA C

AERL - INTERIORS DRAWING LIST

NUMBER NAME

03-I-101 OVERALL FURNITURE PLAN

AERL - FIRE PROTECTION DRAWING LIST

NUMBER NAME

03-F-001 LIFE SAFETY NARRATIVE AND BUILDING CODE ANALYSIS

03-F-101 GROUND FLOOR LIFE SAFETY PLAN

03-FA101 FIRE ALARM GROUND FLOOR PLAN

03-FX101 FIRE SUPPRESSION GROUND FLOOR PLAN

AERL - PLUMBING DRAWING LIST

NUMBER NAME

03-P-601 PLUMBING SCHEDULES

03-P-602 PLUMBING SCHEDULES

03-P-610 GAS FLOW DIAGRAM

03-P-611 NATURAL GAS DIAGRAM

03-P-901 WASTE & VENT RISER ISOMETRIC

03-P-902 DOMESTIC WATER RISER ISOMETRIC

AERL - PLUMBING DRAWING LIST

NUMBER NAME

03-P-101 UNDERGROUND PLUMBING PLAN - AREA A

03-P-102 UNDERGROUND PLUMBING PLAN - AREA B

03-P-103 UNDERGROUND PLUMBING PLAN - AREA C

03-P-104 UNDERGROUND PLUMBING PLAN - AREA D

03-P-105 ABOVEGROUND PLUMBING PLAN - AREA A

03-P-106 ABOVEGROUND PLUMBING PLAN - AREA B

03-P-107 ABOVEGROUND PLUMBING PLAN - AREA C

03-P-108 ABOVEGROUND PLUMBING PLAN - AREA D

03-P-301 PLUMBING SECTIONS

03-P-501 PLUMBING DETAILS

AERL - MECHANICAL DRAWING LIST

NUMBER NAME

03-M-101 FIRST FLOOR - MECHANICAL PLAN - AREA A

03-M-102 FIRST FLOOR - MECHANICAL PLAN - AREA B

03-M-103 FIRST FLOOR - MECHANICAL PLAN - AREA C

03-M-104 FIRST FLOOR - MECHANICAL PLAN - AREA D

03-M-105 ROOF PLAN

03-M-106 ENLARGED MECHANICAL ROOM

03-M-301 MECHANICAL SECTIONS

03-M-302 MECHANICAL SECTIONS

03-M-303 MECHANICAL SECTIONS

03-M-304 MECHANICAL SECTIONS

03-M-305 MECHANICAL SECTIONS

03-M-306 MECHANICAL SECTIONS

03-M-307 MECHANICAL SECTIONS

03-M-308 MECHANICAL SECTIONS

03-M-501 MECHANICAL DETAILS

03-M-601 MECHANICAL SCHEDULES

03-M-602 MECHANICAL SCHEDULES

03-M-603 MECHANICAL SCHEDULES

03-M-604 MECHANICAL SCHEDULES

03-M-605 MECHANICAL SCHEDULES

03-M-610 CHILLED WATER FLOW DIAGRAM

03-M-611 HEATING WATER FLOW DIAGRAM

03-M-621 HVAC AIR FLOW DIAGRAM

03-M-622 HVAC AIR FLOW DIAGRAM

03-M-701 MECHANICAL CONTROLS LEGEND

03-M-702 MECHANICAL CONTROLS ARCHITECTURE

03-M-703 MECHANICAL CONTROL SCHEMATIC CHILLED WATER SYSTEM

03-M-704 MECHANICAL CONTROL SEQUENCE CHILLED WATER SYSTEM

03-M-705 MECHANICAL CONTROL POINTS SCHEDULE CHILLED WATER SYSTEM

03-M-706 MECHANICAL CONTROL SCHEMATIC HOT WATER SYSTEM

03-M-707 MECHANICAL CONTROL POINTS SCHEDULE HEATING HOT WATER SYSTEM

03-M-708 MECHANICAL CONTROL SCHEMATIC AIR HANDLING UNIT

03-M-709 MECHANICAL CONTROL POINTS SCHEDULE AIR HANDLING UNIT

03-M-710 MECHANICAL CONTROL SCHEMATIC VAV TERMINAL UNIT

03-M-711 MECHANICAL CONTROL SCHEMATIC HOOD TERMINAL UNIT

03-M-712 MECHANICAL CONTROL SCHEMATIC DUCTLESS SPLIT SYSTEM

03-M-713 MECHANICAL CONTROL SCHEMATIC EXHAUST FAN

03-M-714 MECHANICAL CONTROL SCHEMATIC SUPPLY FAN

03-M-715 MECHANICAL CONTROL SCHEMATIC UNIT HEATER

03-M-716 MECHANICAL CONTROL THERMOSTAT SCHEDULE

03-M-901 MECHANICAL/ELECTRICAL ROOM G109 ISOMETRIC

AERL - ELECTRICAL DRAWING LIST

NUMBER NAME

03-E-101 PROTECTIVE CONSTRUCTION PLAN

03-E-102 POWER PLAN

03-E-103 POWER PLAN - HVAC

03-E-104 ROOF POWER PLAN

03-E-120 LIGHTING CONTROLS PLAN

03-E-121 LIGHTING PLAN

03-E-151 GROUNDING PLAN

03-E-191 LABORATORY CABLE TRAY

03-E-201 ELEVATIONS

03-E-401 ENLARGED POWER PLANS

03-E-600 ELECTRICAL SCHEDULES

03-E-601 ELECTRICAL SCHEDULES

03-E-602 ELECTRICAL SCHEDULES

03-E-603 ELECTRICAL SCHEDULES

03-E-701 ONE-LINE DIAGRAM

03-EY101 SECURITY PLAN

AERL - TELECOMMUNICATIONS DRAWING LIST

NUMBER NAME

03-T-101 COMMUNICATIONS PLAN

03-T-102 PUBLIC ADDRESS AND AV PLAN

03-T-401 COMMUNICATIONS ENLARGED PLANS

03-T-701 COMMUNICATIONS RISER AND SCHEDULES

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00-G-050

EXPLOSIVE STORAGE - STRUCTURAL DRAWING LIST - BID OPTION

NUMBER NAME

05-S-001 GENERAL NOTES

05-S-002 SPECIAL INSPECTIONS

05-S-101 FOUNDATION PLAN

05-S-102 ROOF FRAMING PLAN

05-S-201 ELEVATIONS

05-S-202 ELEVATIONS

05-S-301 BUILDING SECTIONS

05-S-302 BUILDING SECTIONS

05-S-303 SECTIONS

05-S-501 TYPICAL DETAILS

05-S-701 DOOR FRAME ELEVATIONS

05-S-702 DOOR ELEVATIONS

05-S-703 DOOR SECTIONS

05-S-704 DOOR DETAILS

05-S-705 HIGH SECURITY HASP

EXPLOSIVE STORAGE - ELECTRICAL DRAWING LIST - BID OPTION

NUMBER NAME

05-E-101 ELECTRICAL PLAN

05-EG101 LIGHTNING PROTECTION SYSTEM

05-EG102 LIGHTNING PROTECTION SYSTEM

05-EG103 LIGHTNING PROTECTION SYSTEM

05-EG104 LIGHTNING PROTECTION SYSTEM

EXPLOSIVE STORAGE - TELECOMMUNICATION DRAWING LIST

NUMBER NAME

05-T-101 COMMUNICATIONS PLAN

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12276400-G-0700050

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00-G-070

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CAPE EXPLOSIVE MACHINING - STRUCTURAL DRAWING LIST

NUMBER NAME

07-S-101 OVERALL - FOUNDATION AND SLAB PLAN

07-S-201 SAW BUNKER PLANS AND ELEVATIONS

07-S-203 LATHE BUNKER PLANS AND ELEVATIONS

07-S-601 WIND LOAD DIAGRAMS

CAPE EXPLOSIVE MACHINING - FIRE PROTECTION DRAWING LIST

NUMBER NAME

07-F-001 LIFE SAFETY NARRATIVE AND BUILDING CODE ANALYSIS

07-F-101 OVERALL LIFE SAFETY PLAN

07-FA101 FIRE ALARM GROUND FLOOR PLAN

07-FX101 FIRE SUPPRESSION GROUND FLOOR PLAN

07-FX102 FIRE SUPPRESSION RISER DETAIL

CAPE EXPLOSIVE MACHINING - ARCHITECTURAL DRAWING LIST

NUMBER NAME

07-A-010 AIR BARRIER PLANS

07-A-011 AIR BARRIER SECTIONS

07-A-101 OVERALL FLOOR PLAN

07-A-102 OVERALL ROOF PLAN

07-A-121 BUNKER FLOOR PLANS AND ROOF PLANS

07-A-122 BUNKER FLOOR PLAN AND ROOF PLAN

07-A-151 OVERALL REFLECTED CEILING PLAN

07-A-162 BUNKER REFLECTED CEILING PLANS

07-A-202 BUNKER EXTERIOR BUILDING ELEVATIONS

07-A-303 BUNKER BUILDING SECTIONS AND WALL SECTION

07-A-312 WALL SECTIONS

07-A-351 SECTION DETAILS

07-A-601 DOOR SCHEDULE, DOOR AND FRAME TYPES

07-A-701 ROOM FINISH SCHEDULE

07-A-732 SIGNAGE PLANS

07-A-741 SIGNAGE SCHEDULE

07-A-902 EQUIPMENT PLANS AND SCHEDULES

CAPE EXPLOSIVE MACHINING - MECHANICAL DRAWING LIST

NUMBER NAME

07-M-102 SAW BUNKER MECHANICAL PLAN

07-M-104 LATHE BUNKER MECHANICAL PLAN

07-M-301 MECHANICAL SECTIONS

07-M-601 MECHANICAL SCHEDULES

07-M-602 MECHANICAL SCHEDULES

07-M-603 MECHANICAL SCHEDULES

07-M-610 STEAM PLANT DIAGRAM

07-M-611 STEAM FLOW DIAGRAM

07-M-621 HVAC AIR FLOW DIAGRAM

07-M-701 MECHANICAL CONTROLS LEGEND

07-M-702 MECHANICAL CONTROLS ARCHITECTURE

07-M-705 MECHANICAL CONTROL SCHEMATIC ROOF TOP UNIT

07-M-706 MECHANICAL CONTROL POINTS SCHEDULE ROOF TOP UNIT

CAPE EXPLOSIVE MACHINING - ELECTRICAL DRAWING LIST

NUMBER NAME

07-E-100 HAZARDOUS LOCATION AND PROTECTIVE CONSTRUCTION PLANS - BUNKER

07-E-104 POWER PLANS - BUNKER

07-E-106 HVAC POWER PLAN - BUNKER

07-E-122 LIGHTING AND CONTROLS PLANS - BUNKER

07-E-152 GROUNDING PLAN - BUNKER

07-E-200 OVERALL ELECTRICAL PIPE RACK CABLE TRAY ROUTING AND SECTIONS

07-E-600 ELECTRICAL SCHEDULES

07-E-601 ELECTRICAL SCHEDULES

07-E-602 ELECTRICAL SCHEDULES

07-E-603 ELECTRICAL SCHEDULES

07-E-701 ONE-LINE DIAGRAM

07-EY102 SECURITY AND SAFETY SYSTEM PLANS - BUNKER

CAPE EXPLOSIVE MACHINING - PLUMBING DRAWING LIST

NUMBER NAME

07-P-100 OVERALL - PLUMBING PLAN

07-P-103 SAW BUNKER PLUMBING PLAN

07-P-105 LATHE BUNKER PLUMBING PLAN

07-P-601 PLUMBING SCHEDULES

07-P-610 COMPRESSED AIR FLOW DIAGRAM

07-P-611 VACUUM FLOW DIAGRAM

CAPE EXPLOSIVE MACHINING - TELECOMMUNICATION DRAWING LIST

NUMBER NAME

07-T-102 COMMUNICATIONS PLANS - BUNKER

07-T-104 PUBLIC ADDRESS AND AV PLAN - BUNKER

07-T-401 COMMUNICATIONS RISER, ELEVATIONS, ENLARGED PLANS, AND SCHEDULES

CAPE EXPLOSIVE MACHINING - INTERIORS DRAWING LIST

NUMBER NAME

07-I-102 FURNITURE PLANS AND SCHEDULES

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CAPE ADVANCED PROCESSING - STRUCTURAL DRAWING LIST

NUMBER NAME

08-S-101 OVERALL - FOUNDATION AND SLAB PLAN

08-S-201 1 GAL BP2 BUNKER PLANS AND ELEVATIONS - BID OPTION

08-S-202 5 GAL BP BUNKER PLANS AND ELEVATIONS - BID OPTION

08-S-203 5 GAL RAM BUNKER - PLANS AND ELEVATION - BID OPTION

08-S-204 1 GAL BP1 BUNKER PLANS AND ELEVATIONS - BID OPTION

08-S-205 FEM BUNKER PLANS AND ELEVATIONS - BID OPTION

08-S-206 WEIGHING BUNKER - PLANS AND ELEVATIONS - BID OPTION

08-S-601 WIND LOAD DIAGRAMS

CAPE ADVANCED PROCESSING - FIRE PROTECTION DRAWING LIST

NUMBER NAME

08-F-001 BUILDING CODE AND LIFE SAFETY CRITERIA

08-F-101 OVERALL LIFE SAFETY PLAN

08-FA101 FIRE ALARM GROUND FLOOR PLAN

08-FX101 FIRE SUPPRESSION GROUND FLOOR PLAN

CAPE ADVANCED PROCESSING - PLUMBING DRAWING LIST

NUMBER NAME

08-P-100 OVERALL - PLUMBING PLAN

08-P-101 1 GAL BP2 BUNKER & 5 GAL BP BUNKER - PLUMBING PLAN

08-P-102 GAL BP 1 BUNKER & FEM BUNKER - PLUMBING PLAN

08-P-103 5 GAL RAM BUNKER & WEIGHING BUNKER - PLUMBING PLAN

08-P-601 PLUMBING SCHEDULES

08-P-610 COMPRESSED AIR FLOW DIAGRAM

08-P-611 VACUUM FLOW DIAGRAM

CAPE ADVANCED PROCESSING - ELECTRICAL DRAWING LIST

NUMBER NAME

08-E-100 OVERALL HAZARDOUS LOCATION AND PROTECTIVE CONSTRUCTION PLAN

08-E-103 POWER PLANS

08-E-104 POWER PLANS

08-E-105 POWER PLANS - HVAC

08-E-106 POWER PLANS - HVAC

08-E-121 LIGHTING AND CONTROLS PLANS

08-E-122 LIGHTING AND CONTROLS PLANS

08-E-151 GROUNDING PLAN

08-E-152 GROUNDING PLAN

08-E-600 ELECTRICAL SCHEDULES

08-E-601 ELECTRICAL SCHEDULES

08-E-602 ELECTRICAL SCHEDULES

08-E-603 ELECTRICAL SCHEDULES

08-EY101 SECURITY AND SAFETY SYSTEM PLANS

08-EY102 SECURITY AND SAFETY SYSTEM PLANS

CAPE ADVANCED PROCESSING - MECHANICAL DRAWING LIST

NUMBER NAME

08-M-101 1 GAL BP2 BUNKER & 5 GAL BP BUNKER - MECHANICAL PLAN

08-M-102 1 GAL BP 1 BUNKER & FEM BUNKER MECHANICAL PLAN

08-M-103 5 GAL RAM BUNKER & WEIGHING BUNKER MECHANICAL PLAN

08-M-301 MECHANICAL SECTIONS

08-M-302 MECHANICAL SECTIONS

08-M-501 MECHANICAL DETAILS

08-M-601 MECHANICAL SCHEDULES

08-M-602 MECHANICAL SCHEDULES

08-M-610 STEAM FLOW DIAGRAM

08-M-611 STEAM FLOW DIAGRAM

08-M-621 HVAC AIR FLOW DIAGRAM

08-M-701 MECHANICAL CONTROLS LEGEND

08-M-702 MECHANICAL CONTROLS ARCHITECTURE

08-M-703 MECHANICAL CONTROL SCHEMATIC ROOF TOP UNIT

08-M-704 MECHANICAL CONTROL POINTS SCHEDULE ROOF TOP UNIT

08-M-705 MECHANICAL CONTROL SCHEMATIC EXHAUST FAN

CAPE ADVANCED PROCESSING - TELECOMMUNICATION DRAWING LIST

NUMBER NAME

08-T-101 COMMUNICATIONS PLANS

08-T-102 COMMUNICATIONS PLANS

08-T-103 PUBLIC ADDRESS AND AV PLAN

08-T-104 PUBLIC ADDRESS AND AV PLAN

CAPE ADVANCED PROCESSING - INTERIORS DRAWING LIST

NUMBER NAME

08-I-111 FURNITURE PLANS

08-I-112 FURNITURE PLANS

CAPE ADVANCED PROCESSING - ARCHITECTURAL DRAWING LIST

NUMBER NAME

08-A-010 AIR BARRIER PLAN AND SECTION

08-A-101 OVERALL GROUND FLOOR PLANS

08-A-102 OVERALL ROOF PLAN

08-A-111 ENLARGED FLOOR PLANS AND ROOF PLANS

08-A-112 ENLARGED FLOOR PLANS AND ROOF PLANS

08-A-113 ENLARGED FLOOR PLANS AND ROOF PLANS

08-A-151 OVERALL REFLECTED CEILING PLANS

08-A-161 REFLECTED CEILING PLANS

08-A-162 REFLECTED CEILING PLANS

08-A-201 EXTERIOR BUILDING ELEVATIONS

08-A-301 BUILDING SECTIONS AND WALL SECTION

08-A-351 SECTION DETAILS

08-A-601 DOOR SCHEDULE, DOOR AND FRAME TYPES

08-A-701 ROOM FINISH SCHEDULE

08-A-731 SIGNAGE PLANS

08-A-741 SIGNAGE SCHEDULE

08-A-901 EQUIPMENT PLANS AND SCHEDULES

08-A-902 EQUIPMENT PLANS AND SCHEDULES

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12276400-G-0900050

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ADC-50 - ARCHITECTURAL DRAWING LIST

NUMBER NAME

09-A-010 AIR BARRIER PLAN

09-A-011 AIR BARRIER SECTIONS

09-A-101 GROUND FLOOR PLAN

09-A-102 ROOF PLAN

09-A-151 REFLECTED CEILING PLAN

09-A-152 REFLECTED CEILING PLAN - ACOUSTICAL PANEL LAYOUT

09-A-201 EXTERIOR BUILDING ELEVATIONS

09-A-202 EXTERIOR BUILDING ELEVATIONS

09-A-301 BUILDING SECTIONS

09-A-311 WALL SECTIONS

09-A-312 WALL SECTIONS

09-A-351 SECTION DETAILS

09-A-352 SECTION DETAILS

09-A-401 ENLARGED FLOOR PLAN

09-A-402 INTERIOR ELEVATIONS

09-A-403 ENLARGED FLOOR PLAN AND ELEVATIONS

09-A-404 ENLARGED TOILET PLAN AND ELEVATIONS

09-A-405 ENLARGED FLOOR PLAN AND ELEVATIONS

09-A-451 PLAN DETAILS

09-A-501 PARTITION TYPES

09-A-601 DOOR SCHEDULE, DOOR AND FRAME TYPES, LOUVER SCHEDULE AND LOUVER TYPES

09-A-611 DOOR DETAILS

09-A-701 ROOM FINISH SCHEDULE

09-A-731 SIGNAGE PLANS

09-A-741 SIGNAGE SCHEDULE AND SIGNAGE TYPES

09-A-901 EQUIPMENT PLAN

ADC-50 - FIRE PROTECTION DRAWING LIST

NUMBER NAME

09-F-001 LIFE SAFETY NARRATIVE AND BUILDING CODE ANALYSIS

09-F-101 OVERALL LIFE SAFETY PLAN

09-FA101 FIRE ALARM GROUND FLOOR PLAN

09-FX101 FIRE SUPPRESSION GROUND FLOOR PLAN

ADC-50 - INTERIORS DRAWING LIST

NUMBER NAME

09-I-101 OVERALL FURNITURE PLAN

ADC-50 - PLUMBING DRAWING LIST

NUMBER NAME

09-P-101 UNDERGROUND PLUMBING PLAN - AREA A

09-P-102 UNDERGROUND PLUMBING PLAN - AREA B

09-P-103 UNDERGROUND PLUMBING PLAN - AREA C

09-P-104 UNDERGROUND PLUMBING PLAN - AREA D

09-P-105 ABOVEGROUND PLUMBING PLAN - AREA A

09-P-106 ABOVEGROUND PLUMBING PLAN - AREA B

09-P-107 ABOVEGROUND PLUMBING PLAN - AREA C

09-P-108 ABOVEGROUND PLUMBING PLAN - AREA D

09-P-109 ENLARGED MECHANICAL ROOM

09-P-301 PLUMBING SECTIONS

09-P-501 PLUMBING DETAILS

09-P-601 PLUMBING SCHEDULES

09-P-602 PLUMBING SCHEDULES

09-P-610 COMPRESSED AIR FLOW DIAGRAM

09-P-611 NATURAL GAS DIAGRAM

09-P-901 PLUMBING WASTE & VENT RISER ISOMETRIC

09-P-902 PLUMBING DOMESTIC WATER RISER ISOMETRIC

ADC-50 - MECHANICAL DRAWING LIST

NUMBER NAME

09-M-101 FIRST FLOOR - HVAC PLAN- AREA A

09-M-102 FIRST FLOOR - HVAC PLAN - AREA B

09-M-103 FIRST FLOOR - HVAC PLAN - AREA C

09-M-104 HIGH ROOF PLAN

09-M-105 ENLARGED MECHANICAL ROOM

09-M-301 MECHANICAL SECTIONS

09-M-302 MECHANICAL SECTIONS

09-M-303 MECHANICAL SECTIONS

09-M-501 MECHANICAL DETAILS

09-M-502 MECHANICAL DETAILS

09-M-601 MECHANICAL SCHEDULES

09-M-602 MECHANICAL SCHEDULES

09-M-603 MECHANICAL SCHEDULES

09-M-610 HEATING WATER FLOW DIAGRAM

09-M-621 HVAC AIR FLOW DIAGRAM

09-M-701 MECHANICAL CONTROLS LEGEND

09-M-702 MECHANICAL CONTROLS ARCHITECTURE

09-M-703 MECHANICAL CONTROL SCHEMATIC HOT WATER SYSTEM

09-M-704 MECHANICAL CONTROL POINTS SCHEDULE HOT WATER SYSTEM

09-M-705 MECHANICAL CONTROL SCHEMATIC BLAST CHAMBER AIR HANDLING UNIT

09-M-706 MECHANICAL CONTROL POINT SCHEDULE BLAST CHAMBER AIR HANDLING UNIT

09-M-707 MECHANICAL CONTROL SCHEMATIC OBSERVATION AIR HANDLING UNIT

09-M-708 MECHANICAL CONTROL POINT SCHEDULE OBSERVATION AIR HANDLING UNIT

09-M-709 MECHANICAL CONTROL SCHEMATIC LAB AIR HANDLING UNIT

09-M-710 MECHANICAL CONTROL POINT SCHEDULE TEST LAB AIR HANDLING UNIT

09-M-711 MECHANICAL CONTROL SCHEMATIC VAV TERMINAL UNIT

09-M-712 MECHANICAL CONTROL SCHEMATIC DUCTLESS SPLIT SYSTEM

09-M-713 MECHANICAL CONTROL SCHEMATIC UNIT HEATER

09-M-714 MECHANICAL CONTROL SCHEMATIC SUPPLY FAN

09-M-715 MECHANICAL CONTROL SCHEMATIC EXHAUST FAN

09-M-716 MECHANICAL CONTROLS THERMOSTAT SCHEDULE

09-M-901 MECHANICAL ISOMETRIC

ADC-50 - ELECTRICAL DRAWING LIST

NUMBER NAME

09-E-100 HAZARDOUS LOCATION PLAN

09-E-101 PROTECTIVE CONSTRUCTION PLAN

09-E-102 POWER PLAN

09-E-103 POWER PLAN - HVAC

09-E-104 ROOF POWER PLAN

09-E-120 LIGHTING CONTROLS PLAN

09-E-121 LIGHTING PLAN

09-E-151 GROUNDING PLAN

09-E-501 ELECTRICAL DETAILS

09-E-600 ELECTRICAL SCHEDULES

09-E-601 ELECTRICAL SCHEDULES

09-E-602 ELECTRICAL SCHEDULES

09-E-701 ONE-LINE DIAGRAM

09-E-702 BLAST CHAMBER SYSTEM STATUS CONTROL PANEL

09-EP191 LABORATORY CABLE TRAY PLAN

09-EY101 SECURITY AND SAFETY SYSTEMS PLAN

ADC-50 - TELECOMMUNICATION DRAWING LIST

NUMBER NAME

09-T-101 COMMUNICATIONS PLAN

09-T-102 PUBLIC ADDRESS AND AV PLAN

09-T-401 COMMUNICATIONS ENLARGED PLANS

09-T-701 COMMUNICATIONS RISER AND SCHEDULES

ADC-50 - STRUCTURAL DRAWING LIST

NUMBER NAME

09-S-101 FOUNDATION PLAN

09-S-111 SLAB PLAN

09-S-121 ROOF FRAMING PLAN

09-S-131 WALL ELEVATION PLAN

09-S-132 WALL SECTION PLAN

09-S-201 WALL ELEVATIONS

09-S-202 WALL ELEVATIONS

09-S-203 WALL ELEVATIONS

09-S-204 WALL ELEVATIONS

09-S-205 WALL ELEVATIONS

09-S-206 WALL ELEVATIONS

09-S-207 WALL ELEVATIONS

09-S-208 WALL ELEVATIONS

09-S-209 WALL ELEVATIONS

09-S-210 WALL ELEVATIONS

09-S-521 FRAGMENT PLATE SECTIONS AND DETAILS

09-S-522 FRAGMENT PLATE SECTIONS AND DETAILS

09-S-523 BLAST DOOR SECTIONS

09-S-524 PORTHOLE SECTIONS AND DETAILS

09-S-525 WALL SECTIONS

09-S-526 WALL SECTIONS

09-S-527 MISCELLANEOUS SECTIONS

09-S-601 WIND LOAD DIAGRAMS

1. GENERAL:

A. THESE NOTES, AND OTHER DRAWING NOTES CONTAINED WITHIN, ARE PROVIDED

TO MEET SPECIFIC REQUIREMENTS AND TO SUPPLEMENT THE CONTRACT

SPECIFICATIONS. THESE NOTES NEITHER REPLACE NOR OVERRIDE THE

PROVISIONS AND REQUIREMENTS OF THE CONTRACT SPECIFICATIONS.

B. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL WORK WITH WORK SHOWN

ON ALL OTHER DRAWINGS.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION AND

REPORT ANY DISCREPANCIES FROM THE CONTRACT DRAWINGS

TO THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO COMMENCING

WITH WORK. SCALING OF WORKING DIMENSIONS FROM THE STRUCTURAL

DRAWINGS IS PROHIBITED.

D. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS

OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, SHORING AND TEMPORARY

BRACING. CONTRACTOR SHALL UNDERTAKE ALL NECESSARY MEASURES TO ENSURE

SAFETY OF ALL PERSONS AND STRUCTURES AT THE SITE AND ADJACENT TO THE SITE.

VISITS TO THE SITE BY THE CONTRACTING OFFICER'S REPRESENTATIVE SHALL NOT

RELIEVE THE CONTRACTOR OF SUCH RESPONSIBILITY.

E. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE CONTRACT

DRAWINGS OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME

CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR, WITH

THE APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE.

WHERE SECTIONS VARY, CONTRACTOR SHALL PROVIDE FOR SMOOTH TRANSITIONS

BETWEEN THEM, UNLESS NOTED OTHERWISE.

F. ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS'

WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, UNLESS NOTED OTHERWISE.

G. ELEVATION 100'-0" CORRESPONDS TO NGVD29 ELEVATIONS SHOWN ON C4/01-S-002.

H. SEE BLDG 05 FOR GENERAL NOTES PERTAINING TO THAT FACILITY.

2. DESIGN STANDARDS

A. PRINCIPAL CODE OF RECORD: INTERNATIONAL BUILDING CODE 2012, AS MODIFIED BY

UFC 1-200-01 AND UFC 3-301-01.

B. ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2010.

C. ACI 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2011.

D. ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES, 2011.

E. AISC 325, STEEL CONSTRUCTION MANUAL, 14th EDITION, 2011.

F. AISI COLD-FORMED STEEL DESIGN MANUAL, 2007.

E. HOIST LOADS

1. SEE BLDGS 07, 08, 09. CONTRACTOR SHALL SUBMIT CRANE, CRANE

COMPONENTS, AND CRANE LOADS FOR REVIEW AND APPROVAL.

F. SNOW LOAD PER TABLE E-2, UFC 3-301-01

1. GROUND SNOW LOAD: 0 PSF.

G. WIND LOAD PER TABLE E-1, UFC 3-301-01.

1. ULTIMATE DESIGN WIND SPEED:

a. 141 MPH 3-SECOND GUST FOR BLDG 03.

b. 152 MPH 3-SECOND GUST FOR BLDGS 07, 08, 09.

2. NOMINAL DESIGN WIND SPEED:

a. 110 MPH 3-SECOND GUST FOR BLDG 03.

b. 118 MPH 3-SECOND GUST FOR BLDGS 07, 08, 09.

3. EXPOSURE CATEGORY: C.

4. BUILDING CONDITION: ENCLOSED, GCpi = +/-0.18.

5. TOPOGRAPHIC FACTOR: 1.0.

6. SEE BUILDING DRAWINGS FOR COMPONENT AND CLADDING PRESSURES.

H. SEISMIC LOAD PER TABLE E-3, UFC 3-301-01.

1. MAXIMUM CONSIDERED EARTHQUAKE SPECTRAL RESPONSE

ACCELERATIONS Ss = 0.09, S1 = 0.05.

2. DESIGN EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS Sds = 0.1, Sd1 = 0.08.

3. SITE CLASS: D.

4. IMPORTANCE FACTOR:

a. 1.00 FOR BLDG 03.

b. 1.25 FOR BLDGS 07, 08, 09.

5. SEISMIC DESIGN CATEGORY:

a. B FOR BLDGS 03, 07, 08, 09.

6. BASIC SEISMIC FORCE RESISTING SYSTEM:

a. ORDINARY REINFORCED MASONRY SHEAR WALLS FOR BLDGS 03, 07, 08.

b. ORDINARY REINFORCED CONCRETE SHEAR WALLS FOR BLDG 09.

7. RESPONSE MODIFICATION COEFFICIENT:

a. R = 2 FOR BLDGS 03, 07, 08.

b. R = 4 FOR BLDGS 09

9. DESIGN BASE SHEAR (ULTIMATE):

a. BUILDING 03 = 195,000 LB

b. BUILDING 07 BUNKER (TYP) = 8,000 LB

c. BUILDING 08 BUNKER (TYP) = 8,000 LB

d. BUILDING 09 = 197,000 LB

10. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE.

5. GEOTECHNICAL INFORMATION

A. SOURCE: REPORT OF SUBSURFACE INVESTIGATION AND GEOTECHNICAL ENGINEERING EVALUATION, PREPARED BY SOUTHERN EARTH SCIENCES

B. SITE PREPARATION

1. EXCAVATION, FILL, AND BACKFILL SHALL BE IN ACCORDANCE WITH THE CONTRACT

DRAWINGS AND SPECIFICATIONS

2. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER WHEN LOOSE

OR SOFT SOILS ARE EXPOSED WHERE SLABS, MATS, OR FOOTINGS ARE TO BE PLACED

SO THAT A DETERMINATION MAY BE MADE REGARDING IMPROVEMENT OF THIS

POTENTIALLY UNDESIRABLE CONDITION.

C. SOIL CHARACTERISTICS

1. UNIT WEIGHT: 120 PCF DRY.

2. WATER TABLE DEPTH: 35 FT.

D. LATERAL EARTH PRESSURE

1. AT-REST CONDITION COEFFICIENT, Ko: 0.50, EQUIVALENT FLUID.

2. ACTIVE CONDITION COEFFICIENT, Ka: 0.33 PCF, EQUIVALENT FLUID.

3. PASSIVE CONDITION COEFFICIENT, Kp: 3.0 PCF, EQUIVALENT FLUID.

E. SLAB, MAT, AND FOOTING DESIGN PARAMETERS

1. MODULUS OF SUBGRADE REACTION: 100 PCI (SLABS ON GRADE), 38 PCI (MAT SLABS)

2. ALLOWABLE BEARING CAPACITIES

a. GRAVITY LOADS: 2000 PSF.

3. MINIMUM BEARING DEPTH: 24".

4. CONCRETE-SOIL COEFFICIENT OF FRICTION: 0.4 ULTIMATE.

5. MINIMUM STABILITY FACTORS OF SAFETY

a. OVERTURNING: 1.5.

b. UPLIFT: 1.5.

c. SLIDING: 1.5.

G. DRILLED SHAFTS

1. DRILLED SHAFTS SHALL BE PROVIDED IN ACCORDANCE WITH THE

CONTRACT SPECIFICATION SECTION 31 63 26 . CONTRACTOR SHALL CONFORM TO

ACI 336.1 AND 336.3, UNLESS NOTED OTHERWISE.

5. JOINTS

a. LOCATE ALL CONSTRUCTION, CONTRACTION, ISOLATION, EXPANSION, AND OTHER

JOINTS AS DETAILED, OR OTHERWISE APPROVED BY THE CONTRACTING OFFICER.

b. SURFACES OF ALL HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS SHALL BE

CLEANED OF LAITANCE AND SHALL EXPOSE CLEAN COARSE AGGREGATE SOLIDLY

EMBEDDED IN MORTAR MIX. JUST PRIOR TO DEPOSITING CONCRETE, SURFACE OF

CONSTRUCTION JOINT SHALL BE THOROUGHLY CLEANED AND WETTED.

c. THESE PROVISIONS SHALL ALSO APPLY WHEN NEW CONCRETE IS PLACED AGAINST

EXISTING CONCRETE. IN ADDITION, EXISTING CONCRETE SURFACE SHALL BE

ADEQUATELY PREPARED BY APPLICATION OF A BONDING AGENT.

d. PROVIDE WATERSTOPS AT CONCRETE JOINTS WHERE INDICATED ON THE CONTRACT DRAWINGS.

6. MASS CONCRETE

a. MASS CONCRETE PLACEMENTS SHALL CONFORM TO THE PROVISIONS SET FORTH IN ACI 207.1R.

b. DEVELOP AND OBTAIN APPROVAL FOR A PLAN TO ENSURE THE FOLLOWING DURING THE HEAT

DISSIPATION PERIOD:

(1) THE TEMPERATURE DIFFERENTIA BETWEEN THE CENTRAL CORE OF THE PLACEMENT

AND THE EXPOSED CONCRETE SURFACE DOES NOT EXCEED 35 DEGREES FAHRENHEIT.

(2) THE TEMPERATURE AT THE CENTRAL CORE OF THE PLACEMENT DOES NOT EXCEED 160

DEGREES FAHRENHEIT.

(3) BASE THE PLAN ON THE EQUATIONS GIVEN IN THE PORTLAND CEMENT ASSOCIATION

DESIGN AND CONTROL OF CONCRETE MIXTURES. CEASE ALL MASS PLACEMENT OPERATIONS

AND REVISE THE PLAN AS NECESSARY IF EITHER OF THE ABOVE LIMITATIONS ARE EXCEEDED.

c. MASS CONCRETE PLACEMENT PLAN SHALL INCLUDE A COMBINATION OF THE FOLLOWING (BUT NOT

BUT NOT LIMITED TO):

(1) SELECTION OF CONCRETE INGREDIENTS TO MINIMIZE HEAT OF HYDRATION.

(2) PRECOOLING OF AGGREGATES.

(3) USE OF CHILLED WATER, ICE, OR OTHER COOLING INGREDIENTS.

(4) USE OF LIQUID NITROGEN DOSING SYSTEMS.

(5) CONTROLLING THE RATE OR TIME OF CONCRETE PLACEMENT.

(6) USE OF INSULATION OR SUPPLEMENTAL EXTERNAL HEAT TO CONTROL HEAT LOSS.

(7) USE OF SUPPLEMENTARY CEMENTITIOUS MATERIALS.

d. FURNISH AND INSTALL TWO SETS OF TEMPERATURE RECORDING DEVICES, MATURITY METERS, OR OTHER APPROVED EQUIVALENT DEVICES AT DESIGNATED LOCATIONS FOR EACH MASS

CONCRETE PLACEMENT. USE THESE DEVICES TO SIMULTANEOUSLY MEASURE THE TEMPERATURE

OF THE CONCRETE AT THE CORE AND THE SURFACE.

e. MAINTAIN TEMPERATURE CONTROL METHODS FOR 4 DAYS UNLESS OTHERWISE APPROVED.

f. MATURITY METERS SHALL NOT BE USED TO PREDICT STRENGTH OF MASS CONCRETE.

g. FURNISH CONCRETE WITH PLACEMENT TEMPERATURE BETWEEN 50 AND 75 DEGREES FAHRENHEIT.

h. CURE MASS CONCRETE PLACEMENTS WITH CONTINUOUS WATER CURING.

j. PRIOR TO PLACING CONCRETE ON TOP OF A PRIOR PLACEMENT, THE CONCRETE TEMPERATURE

OF THE FIRST PLACEMENT SHALL BE LESS THAN 100 DEGREES FAHRENHEIT AND DECREASING.

k. MAXIMUM CONCRETE SHRINKAGE FOR MASS CONCRETE SHALL BE 0.04% PER ASTM C157.

l. MIX DESIGN SHALL HAVE A HISTORY OF USE FOR LARGER MASS CONCRETE PLACEMENTS WITH

A MAXIMUM INTERNAL TEMPERATURE OF 160 DEGREES FAHRENHEIT AT THE CENTER AND A

MAXIMUM 35 DEGREE FAHRENHEIT DIFFERENCE BETWEEN EXTERIOR SURFACE AND CENTER

(CORE) TEMPERATURES. HISTORY OF USE SHALL BE INCLUDED IN SUBMITTAL.

3. SPECIAL INSPECTIONS

A. STATEMENT OF SPECIAL INSPECTIONS

1. SEE SPECFICATION 01 45 35. SEE BUILDING 05 FOR SPECIAL INSPECTIONS

FOR THAT FACILITY.

4. DESIGN LOADS

A. RISK CATEGORY: PER TABLE 2-2, UFC 3-301-01.

1. II FOR BLDG 03.

2. III FOR BLDGS 07, 08, 09.

B. LIVE LOADS:

1. FLOOR LIVE LOAD: 200 PSF.

2. ROOF LIVE LOAD: 20 PSF, NONREDUCIBLE.

3. 6" SLAB ON GRADE: 6,000 LB CONCENTRATED POINT LOAD OVER AN AREA 0.25 SQR FT.

4. 12" SLAB ON GRADE: 16,000 LB CONCENTRATED POINT LOAD OVER AN AREA OF 0.25 SQR FT.

C. COLLATERAL LOADS: 20 PSF.

D. EQUIPMENT LOADS

1. AS INDICATED FOR EQUIPMENT WEIGHING IN EXCESS OF 300 LBS. FRAMING AND

FOUNDATIONS ARE DESIGNED FOR EQUIPMENT WHICH SATISFIES THE CONTRACT

SPECIFICATIONS.

2. IF EQUIPMENT FURNISHED IS HEAVIER THAN THE WEIGHTS INDICATED, OR

REQUIRES STRUCTURAL CHANGES FOR ANY OTHER REASON, CONTRACTOR SHALL

PROVIDE ENGINEERING DESIGN CALCULATIONS AND ADDITIONAL STRUCTURAL

WORK NECESSARY TO SUPPORT ALL LOADS IN ACCORDANCE WITH THE DESIGN

STANDARDS SPECIFIED ABOVE, AT NO ADDITIONAL COST TO THE GOVERNMENT AND

WITH NO INCREASE IN CONTRACT TIME.

6. MATERIALS: SEE THE CONTRACT SPECIFICATIONS FOR COMPLETE REQUIREMENTS

AND COMPLY WITH ALL APPLICABLE OSHA REGULATIONS

A. REINFORCED CONCRETE: SECTIONS

1. REINFORCED CONCRETE SHALL BE PREPARED AND PLACED IN

ACCORDANCE WITH ACI MANUAL OF CONCRETE PRACTICE.

2. CONCRETE

a. UNLESS NOTED OTHERWISE: MINIMUM 28-DAY COMPRESSIVE

STRENGTH f'c = 5000 PSI, NORMAL WEIGHT.

b. SHALLOW/DEEP FOUNDATIONS AND CONCRETE ON COMPOSITE METAL DECK:

MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 4000 PSI, NORMAL WEIGHT.

c. INTERIOR SLABS WITH TROWEL FINISH SHALL NOT HAVE AIR ENTRAINMENT.

d. SELF-CONSOLIDATING CONCRETE MAY BE USED AT CONTRACTOR'S OPTION.

e. 3/8" MAXIMUM AGGREGATE SIZE SHALL BE USED FOR PROTECTIVE CONSTRUCTION AREAS.

3. FORMWORK

a. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, ENGINEERING, STRUCTURAL

ADEQUACY, AND CONSTRUCTION OF ALL CONCRETE FORMWORK IN ACCORDANCE

WITH THE CONTRACT SPECIFICATIONS.

b. COORDINATE ALL CONCRETE WORK WITH THE PLACEMENT OF PIPING, INSERTS, FLOOR DRAINS, AND OTHER EMBEDDED ITEMS INDICATED ON THE CONTRACT

DRAWINGS OR IN THE CONTRACT SPECIFICATIONS.

c. ALL NEW OR EXISTING PIPING OR UTILITIES PASSING THROUGH NEW CONCRETE

SHALL BE SLEEVED 1/2" CLEAR ALL AROUND, UNLESS NOTED

OTHERWISE. SEE OTHER DISCIPLINE DRAWINGS FOR SLEEVE DETAILS.

CONTRACTOR SHALL PROVIDE MEASURES TO ENSURE THAT SLEEVES REMAIN

FREE OF DEBRIS AND WATER DURING CONSTRUCTION.

d. PROVIDE 3/4" CHAMFER STRIPS ON ALL EDGES OF EXPOSED CONCRETE, UNLESS

NOTED OTHERWISE.

e. WITH THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE CONTRACTING OFFICER'S

REPRESENTATIVE, COLUMN AND WALL FOOTINGS MAY BE EARTH-FORMED USING

UNDISTURBED NATIVE SOIL. PROVIDE A MINIMUM EXCAVATION WIDTH 4" GREATER

THAN INDICATED, AND A DEPTH 2" GREATER THAN INDICATED.

4. REINFORCING STEEL

a. BARS: ASTM A615 GRADE 60, ALL WELDED REINFORCEMENT SHALL BE ASTM A706

GRADE 60.

b. WELDED WIRE REINFORCEMENT: ASTM A1064.

c. ALL CONCRETE SHALL BE REINFORCED UNLESS SPECIFICALLY MARKED "NOT

REINFORCED" OR "UNREINFORCED".

d. CONTRACTOR SHALL DETAIL AND PLACE ALL REINFORCEMENT IN ACCORDANCE

WITH ACI SP-66, ACI 301, ACI 318, AND CRSI MANUAL OF STANDARD PRACTICE.

e. MINIMUM CONCRETE CLEAR COVER OVER REINFORCEMENT SHALL BE AS

FOLLOWS, UNLESS NOTED OTHERWISE:

(1) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3".

(2) CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #11 BARS - 2";

#5 AND SMALLER BARS, WELDED WIRE FABRIC - 1 1/2".

(3) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND:

SLABS AND WALLS - 3/4"; BEAMS AND COLUMNS, PRIMARY REINFORCEMENT,

TIES, STIRRUPS, SPIRALS - 1 1/2".

(4) TYPICAL COVER: 3/4" TO WALL AND SLAB TIES, UNO; 1 1/2" FOR WALL AND

SLAB TIES FOR ADC-50.

f. PROVIDE ADDITIONAL REINFORCEMENT AT ALL OPENINGS AND CORNER BARS AT

ALL INTERSECTING GRADE BEAMS, WALLS, AND CURBS IN ACCORDANCE WITH THE

STANDARD DETAILS UNLESS NOTED OTHERWISE.

GENERAL NOTES:

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US Army Corps of

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IDENTIFICATION

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B. STRUCTURAL STEEL:

1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC STEEL

CONSTRUCTION MANUAL, 14th EDITION.

2. TEMPORARY ERECTION BRACING SHALL BE DESIGNED AND PROVIDED BY THE CONTRACTOR

AS REQUIRED AND SHALL NOT BE REMOVED UNTIL ALL PERMANENT LATERAL-LOAD-RESISTING

ELEMENTS AND CONNECTIONS ARE COMPLETELY INSTALLED.

3. WIDE FLANGE SHAPES AND TEES: ASTM A992, Fy = 50 KSI.

4. OTHER SHAPES, PLATES, AND THREADED RODS

a. ASTM A36, Fy = 36 KSI, UNLESS NOTED OTHERWISE.

b. ASTM A572 GRADE 50, Fy = 50 KSI, FOR ALL PORTHOLE STEEL PLATE.

5. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE C.

6. ROUND HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADE B, Fy = 42 KSI.

7. PIPE: ASTM A53 TYPE E OR S, GRADE B, Fy = 35 KSI.

8. BOLTS

a. 3/4" DIAMETER ASTM A325, UNLESS NOTED OTHERWISE.

b. FRAMING CONNECTIONS: SNUG-TIGHTENED JOINTS WITH STANDARD HOLES, UNLESS

NOTED OTHERWISE.

c. ON ONE SIDE OF EACH DOUBLE CONNECTION OF BEAMS TO A COLUMN WEB OR A

GIRDER WEB DIRECTLY OVER A COLUMN, PROVIDE A TEMPORARY SEAT ANGLE

ATTACHED TO COLUMN OR GIRDER WEB AND TO BOTTOM FLANGE OF BEAM. MINIMUM

SEAT CONNECTION SHALL BE L4x3x3/8 LLH WITH TWO 3/4" DIAMETER A307 OR A325-ST

BOLTS EACH LEG. SINGLE AND DOUBLE STAGGERED CONNECTIONS ARE PROHIBITED

WITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE STRUCTURAL ENGINEER OF

RECORD.

D. COLD-FORMED STEEL FRAMING:

1. COLD-FORMED STEEL FRAMING SHALL BE DESIGNED, FABRICATED, AND ERECTED IN

ACCORDANCE WITH AISI COLD-FORMED STEEL DESIGN MANUAL AND SSMA

PUBLICATIONS AS APPLICABLE.

2. SHAPE DESIGNATIONS FOR STUDS, JOISTS, TRACK, CHANNELS, AND FURRING CHANNELS:

PER SSMA PRODUCT TECHNICAL INFORMATION, INDICATING MEMBER DEPTH, STYLE,

FLANGE WIDTH, AND MATERIAL THICKNESS.

3. FRAMING MEMBERS

a. ASTM A653 GRADE 33, Fy = 33 KSI, UNLESS NOTED OTHERWISE.

b. ASTM A653 GRADE 50, Fy = 50 KSI, FOR MATERIAL THICKNESS 54 MILS OR

GREATER AND WHERE INDICATED AS "(50)".

4. FINISH

a. HOT-DIP GALVANIZE TO PROVIDE A COATING CLASS OF G90.

5. MECHANICAL FASTENERS: CORROSION-RESISTANT-COATED, SELF-DRILLING, SELF-

THREADING STEEL DRILL SCREWS WITH LOW PROFILE HEADS BENEATH SHEATHING AND

MANUFACTURER'S STANDARD HEADS ELSEWHERE.

6. BOLTS: ASTM A325, GALVANIZED.

7. WELDING: IN ACCORDANCE WITH AWS D1.1 OR D1.3, AS APPLICABLE.

9. WELDING: IN ACCORDANCE WITH AWS D1.1 USING E70 ELECTRODE WITH LOW HYDROGEN.

10. HEADED STUDS

a. COLD-FINISHED STEEL CONFORMING TO ASTM A29, TYPE B.

b. ALL STUDS LOCATED SO AS TO OBSTRUCT WALKING SURFACES OF BEAMS OR JOISTS

SHALL BE FIELD INSTALLED.

11. ANCHOR BOLTS

a. ASTM F1554 GRADE 36 UNLESS SPECIFICALLY NOTED.

b. LOCATE ANCHOR BOLTS ACCURATELY, SET WITH TEMPLATES, AND SECURELY HOLD IN

POSITION WHILE PLACING

CONCRETE. PROTECT IN-PLACE ANCHOR BOLTS FROM CONSTRUCTION ACTIVITY.

c. THE FOLLOWING ARE PROHIBITED WITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITING

OF THE STRUCTURAL ENGINEER OF RECORD:

(1) INSERTING ANCHOR BOLTS INTO FRESH OR PARTIALLY HARDENED CONCRETE.

(2) SUBSTITUTING POST-INSTALLED ANCHORS WHERE EMBEDDED ANCHOR BOLTS

ARE INDICATED.

(3) REPAIRING, REPLACING, OR MODIFYING INSTALLED ANCHOR BOLTS.

12. POST-INSTALLED ANCHORS

a. CONCRETE ANCHORS: STAINLESS STEEL MANUALLY EXPANDED UNDERCUT TYPE, UNLESS NOTED OTHERWISE.

b. ADHESIVE ANCHORS: ASTM F593 TYPE 304 STAINLESS STEEL THREADED ROD WITH

ASTM C881 TYPE IV GRADE 3 EPOXY RESIN ADHESIVE, UNLESS NOTED OTHERWISE.

c. MASONRY ANCHORS: ASTM F593 TYPE 304 STAINLESS STEEL

THREADED ROD WITH CYLINDRICAL WIRE MESH SCREEN TUBE AND INJECTABLE HYBRID

ADHESIVE, UNLESS NOTED OTHERWISE.

13. GROUT: CEMENTITIOUS NONSHRINK.

C. STEEL DECK:

1. STEEL DECK, ATTACHMENTS, AND ACCESSORIES SHALL BE DESIGNED, FABRICATED,

AND INSTALLED IN ACCORDANCE WITH SDI MANUALS AND AISI COLD-FORMED STEEL

DESIGN MANUAL.

2. ROOF DECK

a. 1 1/2", 18 GAGE, WIDE RIB WITH

Fy = 33 KSI, Imin = 0.28 IN^4/FT, Smin = 0.3 IN^3/FT, GALVANIZED G90.

3. COMPOSITE FLOOR DECK

a. 2", 18 GAGE, WITH Fy = 50 KSI, Imin = 0.55 IN^4/FT, Smin = 0.49 IN^3/FT, GALVANIZED G90.

4. ALL STEEL ROOF DECK AND ROOF DECK ATTACHMENTS SHALL BE CAPABLE OF RESISTING

THE WIND UPLIFT LOADS INDICATED ON THE BUILDING DRAWINGS AND

AN ULTIMATE DIAPHRAGM SHEAR OF 987 PLF.

5. ALL STEEL DECK SHALL CROSS A MINIMUM OF TWO SPANS. MINIMUM LENGTH OF END

LAPS FOR ROOF DECK AND BEARING AT ALL SUPPORTS SHALL BE 2".

6. ALL STEEL DECK SHALL BE SUPPORTED AT EDGES OF OPENINGS AND AROUND

COLUMNS. ADDITIONAL SUPPORT STEEL SHALL BE PROVIDED BY CONTRACTOR AS

REQUIRED AND FABRICATED SO THAT DECK RUNS CONTINOUSLY OVER MINOR

OPENINGS, WHICH SHALL NOT BE CUT UNTIL NEEDED BY OTHER TRADES.

7. MINIMUM STEEL DECK ATTACHMENT SHALL BE AS FOLLOWS:

a. DECK SHALL BE FASTENED AT EACH END AND AT INTERMEDIATE SUPPORTS

BY 3/4" ARC SPOT WELDS, 36/4 PATTERN.

b. SIDE LAP CONNECTIONS SHALL BE MADE AT SEAMS USING 5/8" ARC SPOT WELDS SPA @ 12" OC.

c. CONNECTIONS ALONG SIDE BOUNDARIES, RIDGE PLATES, AND ROOF SUB

FRAMING SHALL BE MADE AT 12" ON CENTER MAXIMUM.

d. PNEUMATIC FASTENERS AND/OR SCREWS SHALL NOT BE SUBSTITUTED WHERE

WELDS ARE SPECIFIED, BUT MAY BE USED IN TEMPORARY ATTACHMENT OF

STEEL DECK.

8. NOTHING SHALL BE SUSPENDED DIRECTLY FROM THE ROOF DECK UNLESS APPROVED IN

WRITING BY THE STRUCTURAL ENGINEER OF RECORD.

BLDG 03 AERL

BLDG 05 EXPLOSIVE STORAGE

STAGING BUILDING

BLDG 07 CAPE

EXPLOSIVE MACHINING

SAW BUNKER

MILL BUNKER

LATHE BUNKER

1 Gal BP1 BUNKER

BLDG 08 CAPE

ADVANCED PROCESSING

1 Gal BP2 BUNKER

5 Gal BP BUNKER

5 Gal RAM BUNKER

FEM BUNKER

WEIGHING BUNKER

BLDG 09 ADC-50

BUILDING NUMBER AND NAME

70.00'

NGVD29 ELEVATION

64.60'

54.00'

56.00'

52.00'

50.00'

54.00'

52.00'

50.00'

52.00'

50.00'

61.00'

1. SEE CIVIL DRAWINGS FOR BUILDING LOCATIONS.

NOTES:

REFERENCE ELEVATION

100.00'

102.00'

98.00'

96.00'

100.00'

98.00'

96.00'

98.00'

96.00'

100.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 31, 2020.