W912QR24R0006_Plans_Vol2-0000.pdf
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- Solicitation number
- W912QR24R0006
About this file
This document outlines a federal contract opportunity for construction services. The U.S. Army Corps of Engineers Engineering District Louisville is soliciting proposals for the Construction of an Army Reserve Center and Area Maintenance Support Activity at Wright-Patterson Air Force Base in Ohio. The solicitation number is W912QR24R0006, and interested parties can find the related plans and specifications for the project in a 36MB PDF file. Proposals are due in response to Solicitation Number W912QR24R0006 by the date specified in the solicitation document. The selected contractor will be responsible for construction of a new Army Reserve Center and Area Maintenance Support Activity at Wright-Patterson Air Force Base to support the Department of the Army.
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US Army Corps of Engineers ®
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US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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OCTOBER 2023
WRIGHT-PATTERSON AIR FORCE BASE, OH
P2 478327 / PN 88764 / WPAFB
PN ZHTV088764 (AMSA)
P2 481858 / PN 90368 / WPAFB
PN ZHTV 090368 (ARC)
FY24
AMSA
ARMY RESERVE CENTER / AREA MAINTENANCE
SUPPORT ACTIVITY
W
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_P la ns _V ol 2-
ARIMS: 200A Disposition: Maintain for 15 yrs after construction.
W912QR24R0006
15 November 2023
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INDEX OF DRAWINGS VOL. 1(SITE)
SHEET
NUMBER SHEET TITLE
CP101 OVERALL PAVEMENT PLAN
CP102 PAVEMENT PLAN
CP103 PAVEMENT PLAN
CP104 PAVEMENT PLAN
CP105 PAVEMENT PLAN
CP106 PAVEMENT PLAN
CP401 OVERALL JOINT LAYOUT PLAN
CP402 JOINT LAYOUT PLAN
CP403 JOINT LAYOUT PLAN
CP501 JOINT DETAILS
CU101 OVERALL UTILITY PLAN
CU102 UTILITY PLAN
CU103 UTILITY PLAN
CU104 UTILITY PLAN
CU105 UTILITY PLAN
CU106 UTILITY PLAN
CU201 SANITARY SEWER PROFILES
CU501 UTILITY DETAILS
CU502 UTILITY DETAILS
CU503 UTILITY DETAILS
ELECTRICAL (AMSA)
ES102 AMSA ELECTRICAL SITE PLAN
TELECOMMUNICATIONS (AMSA)
TS102 AMSA TELECOMMUNICATIONS PLAN
CIVIL (ARC)
GC101 OVERALL EROSION CONTROL PLAN
GC102 EROSION CONTROL PLAN
GC103 EROSION CONTROL PLAN
GC104 EROSION CONTROL PLAN
GC105 EROSION CONTROL PLAN
GC501 EROSION CONTROL DETAILS
CD101 OVERALL DEMOLITION PLAN
CD102 DEMOLITION PLAN
CD103 DEMOLITION PLAN
CD104 DEMOLITION PLAN
CD105 DEMOLITION PLAN
CS101 OVERALL SITE PLAN
CS102 SITE PLAN
CS103 SITE PLAN
CS104 SITE PLAN
CS105 SITE PLAN
CS501 SITE DETAILS
CS502 SITE DETAILS
CS503 SITE DETAILS
CS504 SITE DETAILS
CS601 SITE COORDINATES
CG101 OVERALL GRADING PLAN
CG102 GRADING PLAN
CG103 GRADING PLAN
CG104 GRADING PLAN
CG105 GRADING PLAN
CG201 ACCESS ROAD PROFILE
CG202 POV AND OVERFLOW LOT PROFILES
CG203 STORMLINE PROFILES
CG204 STORMLINE PROFILES
CG501 DRAINAGE DETAILS
CG502 DRAINAGE DETAILS
CG503 DRAINAGE DETAILS
CG504 DRAINAGE DETAILS
CG505 DRAINAGE DETAILS
CP401 JOINT LAYOUT PLAN
CP402 JOINT LAYOUT PLAN
CP501 PAVING DETAILS
CU101 OVERALL UTILITY PLAN
CU102 UTILITY PLAN
CU103 UTILITY PLAN
CU104 UTILITY PLAN
CU201 SANITARY PROFILES
CU501 UTILITY DETAILS
CU502 UTILITY DETAILS
CU503 UTILITY DETAILS
CU504 UTILITY DETAILS
ELECTRICAL (ARC)
ES103 ARC ELECTRICAL SITE PLAN
TELECOMMUNICATIONS (ARC)
TS103 ARC TELECOMMUNICATIONS SITE PLAN
LANDSCAPE (ARC)
LS101 LANDSCAPE PLAN
LS501 LANDSCAPE DETAILS
INDEX OF DRAWINGS VOL. 1(SITE)
SHEET
NUMBER SHEET TITLE
SURVEY/MAPPING
VA101 AERIAL PHOTOGRAPH
VF101 CONTRACTOR WORK LIMITS AND HORIZONTAL CONTROL POINT LOCATIONS
VF401 CONTROL POINT DESCRIPTION
GEOTECH
B-101 BORING LOCATION PLAN
B-102 SOIL & ROCK CLASSIFICATION SHEET
B-103 BORING LOG
B-104 BORING LOG
B-105 BORING LOG
B-106 BORING LOG
B-107 BORING LOG
B-108 BORING LOG
B-109 BORING LOG
B-110 BORING LOG
B-111 BORING LOG
B-112 BORING LOG
B-113 BORING LOG
B-114 BORING LOG
B-115 BORING LOG
B-116 BORING LOG
CIVIL (SITE)
CD101 DEMOLITION PLAN
CS101 SITE PLAN
ELECTRICAL (SITE)
ES001 ELECTRICAL SITE LEGEND AND GENERAL NOTES
ES101 OVERALL SITE ELECTRICAL PLAN
ES501 ELECTRICAL SITE DETAILS
ES502 ELECTRICAL SITE DETAILS
TELECOMMUNICATIONS (SITE)
TS001 TELECOMMUNICATIONS SITE LEGEND & ABBREVIATIONS
TS101 OVERALL SITE TELECOMMUNICATIONS PLAN
TS501 TELECOMMUNICATIONS SITE DETAILS
CIVIL (AMSA)
GC101 OVERALL EROSION CONTROL AND SEDIMENT PLAN
GC102 EROSION CONTROL AND SEDIMENT PLAN
GC103 EROSION CONTROL AND SEDIMENT PLAN
GC104 EROSION CONTROL AND SEDIMENT PLAN
GC105 EROSION CONTROL AND SEDIMENT PLAN
GC106 EROSION CONTROL AND SEDIMENT PLAN
GC501 EROSION CONTROL DETAILS
GC502 EROSION CONTROL DETAILS
CD101 OVERALL DEMOLITION PLAN
CD102 DEMOLITION PLAN
CD103 DEMOLITION PLAN
CD104 DEMOLITION PLAN
CD105 DEMOLITION PLAN
CD106 DEMOLITION PLAN
CD501 DEMOLITION DETAILS EXISTING STRUCTURE PHOTOGRAPHS
CS101 OVERALL SITE PLAN
CS102 SITE PLAN
CS103 SITE PLAN
CS104 SITE PLAN
CS105 SITE PLAN
CS106 SITE PLAN
CS201 PROFILES
CS202 PROFILES
CS501 SITE DETAILS
CS502 SIET DETAILS
CS503 SITE DETAILS
CS504 SITE DETAILS
CS505 SITE DETAILS
CS506 SITE DETAILS
CS507 SITE DETAILS
CS508 SITE DETAILS
CS601 SITE COORDINATES
CG101 OVERALL GRADING PLAN
CG102 GRADING PLAN
CG103 GRADING PLAN
CG104 GRADING PLAN
CG105 GRADING PLAN
CG106 GRADING PLAN
CG201 PROFILES - STORMLINES
CG202 PROFILES - STORMLINES
CG501 DRAINAGE DETAILS
CG502 DRAINAGE DETAILS
CG503 DRAINAGE DETAILS
CG504 DRAINAGE DETAILS
CG505 DRAINAGE DETAILS
CG601 DRAINAGE COORDINATES
INDEX OF DRAWINGS (GENERAL) VOL 1
SHEET
NUMBER SHEET TITLE
GENERAL
VOL-1 COVER SHEET VOLUME 1 (SITE)
GI001 DRAWING INDEX VOLUME 1 (SITE)
GI002 DRAWING INDEX VOLUME 2 (AMSA)
GI003 DRAWING INDEX VOLUME 3 (ARC)
GI004 LOCATION AND VICINITY MAP
GI005 LIFE SAFETY/FIRE PROTECTION CODE REVIEW - AMSA (FOR REFERENCE ONLY)
GI006 LIFE SAFETY/FIRE PROTECTION CODE REVIEW - ARC (FOR REFERENCE ONLY)
GI007 FIRE PROTECTION CODE COMPLIANCE SITE PLAN - AMSA AND ARC (FOR
REFERENCE ONLY)
GI008 LIFE SAFETY PLAN - AMSA (FOR REFERENCE ONLY)
GI009 OCCUPANT LOAD SCHEDULE - AMSA (FOR REFERENCE ONLY)
GI010 LIFE SAFETY PLAN - ARC-TRNG (FOR REFERENCE ONLY)
GI011 LIFE SAFETY PLAN - ARC-UHS (FOR REFERENCE ONLY)
GI012 GENERAL NOTES
CONSTRUCT A 1 STORY, COLLOCATED AREA MAINTENANCE SUPPORT ACTIVITY
(AMSA) / VEHICLE MAINTENANCE SHOP (VMS). WORK INCLUDES, BUT IS NOT LIMITED
TO CONCRETE FOUNDATIONS AND FLOOR SLABS, STANDING SEAM METAL ROOF
SYSTEM OVER INSULATION, LOW-SLOPE PVC ROOF SYSTEM OVER INSULATION,
STEEL DECK ON STRUCTURAL TRUSSES/JOISTS, METAL WALL PANEL OVER RIGID
INSULATION ON STRUCTURAL STEEL FRAMING, PRECAST CONCRETE WALL PANEL,
ALUMINUM DOORS AND WINDOWS, STEEL DOORS AND FRAMES, GYPSUM BOARD
AND METAL FRAME INTERIOR PARTITIONS, CMU INTERIOR PARTITIONS, ACOUSTICAL
CEILING TILE, HEATING, VENTILATION AND AIR CONDITIONING (HVAC), PLUMBING
SYSTEMS, MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS, TELECOMMUNICATIONS
SYSTEMS, ELECTRONIC SECURITY SYSTEMS INFRASTRUCTURE, FIRE PROTECTION
AND FIRE ALARM SYSTEMS, LAND CLEARING, GRAVEL MEP LOT, PAVING, MEP LOT
FENCING, GENERAL SITE IMPROVEMENTS AND UTILITY CONNECTIONS.
BASE SUMMARY OF WORK AMSA:
CONSTRUCT A ONE STORY TRAINING BUILDING. WORK INCLUDES, BUT IS NOT
LIMITED TO SLAB ON GRADE, FOUNDATIONS, EXTERIOR WALLS CONSISTING OF
(PVC) ROOF SYSTEM, STANDING SEAM METAL ROOF SYSTEM, STRUCTURAL STEEL
FRAME, CONCRETE VAULT WITH IDS, HEATING, VENTILATION AND AIR CONDITIONING
(HVAC), PLUMBING SYSTEMS, MECHANICAL SYSTEMS, COMMUNICATION SYSTEMS,
ELECTRIC SYSTEMS, AUTOMATIC SPRINKLER SYSTEM, AND FIRE DETECTION AND
ALARM, SITE WORK INCLUDES DEMOLITION AND SITE CLEARING, GRADING,
DRAINAGE, UTILITIES, CONCRETE MKT PAD, PERIMETER FENCING, AND
LANDSCAPING.
BASE SUMMARY OF WORK ARC:
OPTION 001: COLLATERAL OMAR FUNDED ITEMS FOR AMSA
OPTION 002: "BONA FIDE NEED" OMAR FUNDED ITEMS FOR AMSA
OPTION 003: CONSTRUCT A VEHICLE WASH RACK/PLATFORM
OPTION 004: CONSTRUCT A BI-LEVEL EQUIPMENT LOADING RAMP
OPTION 005: CONSTRUCT A CONCRETE MEP LOT AND CONCRETE DRIVE APRONS
OPTION 006: DESIGN AND CONSTRUCT A 10 KW PHOTOVOLTAIC (PV) ARRAY
ASSEMBLY MOUNTED ON SINGLE STEM CARPORT STRUCTURES IN THE AMSA POV
PARKING. THIS OPTION CAN BE EXERCISED UP TO TWO TIMES. REFER TO
SPECIFICATIONS 48 14 00 FOR ADDITIONAL DETAIL.
OPTION 007: COLLATERAL OMAR FUNDED ITEMS FOR TRAINING BUILDING
OPTION 008: "BONA FIDE NEED" OMAR FUNDED ITEMS FOR TRAINING BUILDING
(TRNG)
OPTION 009: CONSTRUCT AN UNHEATED STORAGE BUILDING (UHS). WORK
INCLUDES CONCRETE APRONS, INSULATED METAL WALL PANELS ON PRE-
ENGINEERED STRUCTURAL STEEL FRAME, INSULATED STANDING SEAM METAL
ROOF, INSULATED METAL WALL PANELS, INSULATED DOORS AND SECTIONAL
OVERHEAD DOORS.
OPTION 010: "BONA FIDE NEED" OMAR FUNDED ITEMS FOR UHS
OPTION 011: DESIGN AND CONSTRUCT A 10 KW PHOTOVOLTAIC (PV) ARRAY
ASSEMBLY MOUNTED ON SINGLE STEM CARPORT STRUCTURES IN THE TRAINING
CENTER POV PARKING. THIS OPTION CAN BE EXERCISED UP TO FOUR TIMES. REFER
TO SPECIFICATIONS 48 14 00 FOR ADDITIONAL DETAIL.
OPTIONS:
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INDEX OF DRAWINGS VOL. 2 (AMSA)
SHEET
NUMBER SHEET TITLE
E-701 ONE-LINE DIAGRAM AND FEEDER SCHEDULE
TELECOMMUNICATIONS (AMSA)
T-001 SYSTEMS LEGEND
T-100 TELECOMMUNICATIONS PLAN
T-110 TELECOMMUNICATIONS PATHWAYS PLAN
T-400 TELECOMMUNICATIONS ENLARGED PLANS
T-501 TELECOM DETAILS
T-502 TELECOM DETAILS
T-503 TELECOM DETAILS
T-504 TELECOM DETAILS
T-505 TELECOM DETAILS
T-506 TELECOM DETAILS
T-601 SYSTEMS RISERS
INDEX OF DRAWINGS VOL. 2 (AMSA)
SHEET
NUMBER SHEET TITLE
FIRE ALARM (AMSA)
FA001 FIRE ALARM & MASS NOTIFICATION LEGEND
FA100 FIRE ALARM AND MASS NOTIFICATION PLAN
FA101 FIRE ALARM AND MNS NOTIFICATION EXTERIOR NOTIFICATION PLAN
FA601 FIRE ALARM & MNS RISER DIAGRAM
FA602 FIRE ALARM AND MNS SYSTEM MATRIX
PLUMBING (AMSA)
P-001 PLUMBING LEGEND
P-101 PLUMBING PLAN - WASTE & VENT AND RADON PLAN
P-102 PLUMBING PLAN - DOMESTIC WATER
P-103 PLUMBING PLAN - GAS
P-104 PLUMBING PLAN - COMPRESSED AIR
P-105 PLUMBING PLAN - POL FLUID DISTRIBUTION
P-301 PLUMBING SECTION
P-401 PLUMBING ENLARGED PLANS
P-402 PLUMBING ENLARGED PLANS
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-503 PLUMBING DETAILS
P-504 PLUMBING DETAILS
P-505 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
P-701 DOMESTIC HOT WATER RECIRCULATING PUMP CONTROLS
P-901 WASTE, VENT, AND RADON RISER
P-902 DOMESTIC WATER RISER - OFFICE AREA
P-903 DOMESTIC WATER RISER - REPAIR BAY
P-904 NATURAL GAS RISER
P-905 COMPRESSED AIR RISER
P-906 POL FLUID DISTRIBUTION RISER
MECHANICAL (AMSA)
M-001 HVAC LEGEND
M-101 HVAC PLAN - DUCTWORK
M-102 HVAC PLAN - PIPING
M-104 HVAC ROOF PLAN
M-301 HVAC BUILDING SECTION
M-302 WORKBAY SECTIONS
M-303 WORKBAY SECTIONS
M-401 HVAC ENLARGED MECHANICAL ROOM
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-504 MECHANICAL DETAILS
M-505 MECHANICAL DETAILS
M-601 HVAC SCHEDULES
M-602 HVAC SCHEDULES
M-603 HVAC SCHEDULES
M-701 CONTROLS LEGEND
M-702 POINT SCHEDULE INSTRUCTIONS
M-703 SCHEDULING AND ALARM SEQUENCE
M-704 CONTROL SYSTEM NETWORK
M-705A MAU-1/ OEF-1,2 SCHEMATICS AND SEQUENCE
M-705B MAU-1/ OEF-1,2 LADDER DIAGRAMS
M-705C MAU-1/ OEF-1,2 POINTS SCHEDULE
M-706A VEF & WEF SCHEMATIC & SEQUENCE
M-706B VEF & WEF POINTS SCHEDULE AND LADDER DIAGRAM
M-707A VAV AHU-1 CONTROL SCHEMATIC
M-707B VAV AHU-1 LADDER DIAGRAMS
M-707C VAV AHU-1 SEQUENCE OF OPERATION
M-707D VAV AHU-1 POINT SCHEDULE
M-708A TERMINAL UNITS SCHEMATIC AND SEQUENCE OF OPERATION
M-708B TERMINAL UNITS POINTS SCHEDULE
M-709A ERU-1 CONTROL SCHEMATIC
M-709B ERU-1 LADDER DIAGRAMS
M-709C ERU-1 SEQUENCE OF OPERATION
M-709D ERU-1 CONTROL POINTS SCHEDULE
M-710 EXHAUST FAN CONTROLS
M-711A HOT WATER HEATING SCHEMATIC
M-711B HOT WATER SYSTEM LADDER DIAGRAMS
M-711C HOT WATER SYSTEM SEQUENCE OF OPERATION
M-711D HOT WATER SYSTEM POINTS SCHEDULE
M-712A IN-FLOOR RADIANT HEATING SYSTEM CONTROL SCHEMATIC
M-712B IN-FLOOR RADIANT SYSTEM POINTS SCHEDULE
M-713 HOT WATER UNIT HEATER CONTROLS
M-714 ELECTRIC UNIT HEATER CONTROLS
M-715 GAS-FIRED UNIT HEATER CONTROLS
M-716 DUCTLESS SPLIT SYSTEM AIR CONDITIONER CONTROLS
M-725 CONTROL SCHEDULE
M-726 ENERGY METERING SYSTEM NETWORK
M-727 ENERGY AND WATER MONITORING SCHEMATIC AND POINT
SCHEDULE
M-901 HVAC ISOMETRIC
M-902 HVAC PIPING ISOMETRIC
ELECTRICAL (AMSA)
E-001 LEGEND AND ABBREVIATIONS
E-100 LIGHTING PLAN
E-110 POWER PLAN
E-120 MECHANICAL EQUIPMENT POWER PLAN
E-121 POWER AND LIGHTING PLAN - ROOF
E-130 GROUNDING PLAN
E-140 LIGHTNING PROTECTION PLAN
E-150 ELECTRICAL HAZARDOUS CLASSIFICATION PLAN
E-400 ENLARGED PLAN
E-501 ELECTRICAL DETAILS
E-502 ELECTRICAL DETAILS
E-503 ELECTRICAL DETAILS
E-504 ELECTRICAL DETAILS
E-505 ELECTRICAL DETAILS
E-506 ELECTRICAL DETAILS
E-507 ELECTRICAL DETAILS
E-601 LIGHTING FIXTURE AND CONTROL SCHEDULES
E-602 PANEL SCHEDULES
E-603 PANEL SCHEDULES
E-604 PANEL SCHEDULES
INDEX OF DRAWINGS VOL. 2 (AMSA)
SHEET
NUMBER SHEET TITLE
STRUCTURAL (AMSA)
S-001 GENERAL STRUCTURAL NOTES
S-002 GENERAL STRUCTURAL NOTES
S-003 WIND LOAD DIAGRAM
S-004 BALANCED SNOW LOADS
S-111 FOUNDATION PLAN
S-121 LOW ROOF FRAMING PLAN
S-122 HIGH ROOF FRAMING PLAN
S-201 FRAMING ELEVATIONS
S-202 FRAMING ELEVATIONS
S-301 BUILDING SECTIONS
S-310 BRACED FRAMES
S-311 BRACED FRAMES
S-312 BRACED FRAMES
S-320 INTERIOR MASONARY ELEVATIONS
S-321 INTERIOR MASONARY ELEVATIONS
S-401 WASTE PIT ENLARGED PLANS
S-402 CANOPY ENLARGED PLANS
S-501 TYPICAL FOUNDATION DETAILS
S-502 TYPICAL FOUNDATION DETAILS
S-503 TYPICAL FOUNDATION DETAILS
S-510 FOUNDATION DETAILS
S-511 FOUNDATION DETAILS
S-512 FOUNDATION DETAILS
S-521 TYPICAL FRAMING DETAILS
S-522 TYPICAL FRAMING DETAILS
S-523 TYPICAL FRAMING DETAILS
S-524 TYPICAL FRAMING DETAILS
S-525 TYPICAL FRAMING DETAILS
S-526 TYPICAL FRAMING DETAILS
S-531 FRAMING DETAILS
S-532 FRAMING DETAILS
S-533 FRAMING DETAILS
S-534 FRAMING DETAILS
S-540 JOIST FRAMING DETAILS
S-602 COLUMN SCHEDULES
S-701 CRANE DETAILS
S-901 3D REPRESENTATIONS
ARCHITECTURAL (AMSA)
A-001 ABBREVIATIONS, DRAWING ANNOTATIONS AND SYMBOL LEGEND
A-002 ABA ACCESSIBILITY GUIDELINES (FOR REFERENCE ONLY)
A-003 SEALANT, MASONRY JOINTS & MISC. STANDARD DETAILS
A-110 FIRST FLOOR PLAN ANNOTATED
A-111 FIRST FLOOR DIMENSION PLAN
A-120 CLERESTORY FLOOR PLAN
A-130 ROOF PLAN
A-140 FIRST FLOOR RCP
A-141 ENLARGED RESTROOM RCP
A-201 EXTERIOR ELEVATIONS
A-202 EXTERIOR ELEVATIONS
A-211 PRECAST PANEL ELEVATION
A-212 PRECAST PANEL ELEVATION
A-301 BUILDING SECTIONS
A-311 WALL SECTIONS
A-312 WALL SECTIONS
A-401 ENLARGED FLOOR PLANS
A-403 ENLARGED DETAILS AND CASEWORK SECTIONS
A-411 INTERIOR ELEVATIONS
A-421 CAGING PLANS, ELEVATIONS, & DETAILS
A-440 ENLARGED CANOPY PLANS & SECTION
A-441 SATS CANOPY PLANS & DETAILS
A-501 PLAN DETAILS - EXTERIOR ENVELOPE
A-502 PLAN DETAILS
A-511 SECTION DETAILS
A-512 SECTION DETAILS
A-521 ROOF DETAILS
A-522 ROOF DETAILS
A-531 PARAPET TRANS. DETAILS
A-551 MISCELLANEOUS DETAILS
A-601 PARTITION SCHEDULE AND DETAILS
A-602 TYP. PARTITION DETAILS
A-611 DOOR/FRAME SCHEDULE AND TYPES
A-612 DOOR/FRAME DETAILS
A-613 DOOR/FRAME DETAILS
A-621 WINDOW AND LOUVER TYPES
A-622 LOUVER & TRANS. PANEL DETAILS
A-623 WINDOW DETAILS
A-641 POL RACK ELEVATIONS AND DETAILS
A-901 EXTERIOR 3D VIEWS FOR REFERENCE
INTERIORS (AMSA)
I-110 FINISH AND SPECIAL ITEMS PLAN
I-501 INTERIOR FINISH DETAILS
I-601 INTERIOR ROOM FINISH SCHEUDLE
IF001 FURNITURE LEGEND
IF110 FURNITURE PLAN
IG110 SIGNAGE PLAN
IG501 SIGNAGE DETAILS
IG601 SIGNAGE SCHEDULE
FIRE PROTECTION (AMSA)
FX101 FIRE PROCTECTION PLAN
FX401 ENLARGED PLAN, SECTION, AND ISOMETRIC VIEW
INDEX OF DRAWINGS VOL. 2 (WASH RACK)
SHEET
NUMBER SHEET TITLE
STRUCTURAL (WR)
S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS
S-002 WIND LOADS - C&C
S-101 FOUNDATION PLAN
S-102 WASH RACK PLAN
S-201 FRAMING ELEVATIONS
S-510 FOUNDATION DETAILS
S-901 3D REPRESENTATIONS
ARCHITECTURE (WR)
A-101 WASH RACK PLANS & DETAILS
A-201 EXTERIOR ELEVATIONS
PLUMBING (WR)
P-107 WASH RACK
ELECTRICAL (WR)
E-101 ELECTRICAL PLANS
INDEX OF DRAWINGS VOL. 2 (LOADING DOCK)
SHEET
NUMBER SHEET TITLE
STRUCTURAL (LD)
S-101 BI-LEVEL LOADING PLAN
S-201 BI-LEVEL LOADING DOCK ELEVATIONS AND SECTION
S-202 BI-LEVEL LOADING DOCK ELEVATIONS AND SECTION
S-301 BI-LEVEL LOADING DOCK ELEVATIONS AND SECTION
S-501 BI-LEVEL LOADING DOCK DETAILS
S-502 BI-LEVEL LOADING DOCK DETAILS
INDEX OF DRAWINGS (GENERAL) VOL 2
SHEET
NUMBER SHEET TITLE
GENERAL
VOL-2 COVER SHEET VOLUME 2 (AMSA)
GI001 DRAWING INDEX VOLUME 1 (SITE)
GI002 DRAWING INDEX VOLUME 2 (AMSA)
GI003 DRAWING INDEX VOLUME 3 (ARC)
CONSTRUCT A 1 STORY, COLLOCATED AREA MAINTENANCE SUPPORT ACTIVITY
(AMSA) / VEHICLE MAINTENANCE SHOP (VMS). WORK INCLUDES, BUT IS NOT LIMITED
TO CONCRETE FOUNDATIONS AND FLOOR SLABS, STANDING SEAM METAL ROOF
SYSTEM OVER INSULATION, LOW-SLOPE PVC ROOF SYSTEM OVER INSULATION,
STEEL DECK ON STRUCTURAL TRUSSES/JOISTS, METAL WALL PANEL OVER RIGID
INSULATION ON STRUCTURAL STEEL FRAMING, PRECAST CONCRETE WALL PANEL,
ALUMINUM DOORS AND WINDOWS, STEEL DOORS AND FRAMES, GYPSUM BOARD
AND METAL FRAME INTERIOR PARTITIONS, CMU INTERIOR PARTITIONS, ACOUSTICAL
CEILING TILE, HEATING, VENTILATION AND AIR CONDITIONING (HVAC), PLUMBING
SYSTEMS, MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS, TELECOMMUNICATIONS
SYSTEMS, ELECTRONIC SECURITY SYSTEMS INFRASTRUCTURE, FIRE PROTECTION
AND FIRE ALARM SYSTEMS, LAND CLEARING, GRAVEL MEP LOT, PAVING, MEP LOT
FENCING, GENERAL SITE IMPROVEMENTS AND UTILITY CONNECTIONS.
BASE SUMMARY OF WORK AMSA:
CONSTRUCT A ONE STORY TRAINING BUILDING. WORK INCLUDES, BUT IS NOT
LIMITED TO SLAB ON GRADE, FOUNDATIONS, EXTERIOR WALLS CONSISTING OF
(PVC) ROOF SYSTEM, STANDING SEAM METAL ROOF SYSTEM, STRUCTURAL STEEL
FRAME, CONCRETE VAULT WITH IDS, HEATING, VENTILATION AND AIR CONDITIONING
(HVAC), PLUMBING SYSTEMS, MECHANICAL SYSTEMS, COMMUNICATION SYSTEMS,
ELECTRIC SYSTEMS, AUTOMATIC SPRINKLER SYSTEM, AND FIRE DETECTION AND
ALARM, SITE WORK INCLUDES DEMOLITION AND SITE CLEARING, GRADING,
DRAINAGE, UTILITIES, CONCRETE MKT PAD, PERIMETER FENCING, AND
LANDSCAPING.
BASE SUMMARY OF WORK ARC:
OPTION 001: COLLATERAL OMAR FUNDED ITEMS FOR AMSA
OPTION 002: "BONA FIDE NEED" OMAR FUNDED ITEMS FOR AMSA
OPTION 003: CONSTRUCT A VEHICLE WASH RACK/PLATFORM
OPTION 004: CONSTRUCT A BI-LEVEL EQUIPMENT LOADING RAMP
OPTION 005: CONSTRUCT A CONCRETE MEP LOT AND CONCRETE DRIVE APRONS
OPTION 006: DESIGN AND CONSTRUCT A 10 KW PHOTOVOLTAIC (PV) ARRAY
ASSEMBLY MOUNTED ON SINGLE STEM CARPORT STRUCTURES IN THE AMSA POV
PARKING. THIS OPTION CAN BE EXERCISED UP TO TWO TIMES. REFER TO
SPECIFICATIONS 48 14 00 FOR ADDITIONAL DETAIL.
OPTION 007: COLLATERAL OMAR FUNDED ITEMS FOR TRAINING BUILDING
OPTION 008: "BONA FIDE NEED" OMAR FUNDED ITEMS FOR TRAINING BUILDING
(TRNG)
OPTION 009: CONSTRUCT AN UNHEATED STORAGE BUILDING (UHS). WORK
INCLUDES CONCRETE APRONS, INSULATED METAL WALL PANELS ON PRE-
ENGINEERED STRUCTURAL STEEL FRAME, INSULATED STANDING SEAM METAL
ROOF, INSULATED METAL WALL PANELS, INSULATED DOORS AND SECTIONAL
OVERHEAD DOORS.
OPTION 010: "BONA FIDE NEED" OMAR FUNDED ITEMS FOR UHS
OPTION 011: DESIGN AND CONSTRUCT A 10 KW PHOTOVOLTAIC (PV) ARRAY
ASSEMBLY MOUNTED ON SINGLE STEM CARPORT STRUCTURES IN THE TRAINING
CENTER POV PARKING. THIS OPTION CAN BE EXERCISED UP TO FOUR TIMES. REFER
TO SPECIFICATIONS 48 14 00 FOR ADDITIONAL DETAIL.
OPTIONS:
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INDEX OF DRAWINGS VOL. 3 (TRAINING BUILDING)
SHEET
NUMBER SHEET TITLE
E-506 LIGHTNING PROTECTION DETAILS
E-507 LIGHTNING PROTECTION DETAILS
E-508 LIGHTNING PROTECTION DETAILS
E-601 PANEL SCHEDULES
E-602 PANEL SCHEDULES
E-603 PANEL SCHEDULES
E-604 PANEL SCHEDULES
E-605 PANEL SCHEDULES
E-606 PANEL SCHEDULES
E-607 MECHANICAL EQUIPMENT FEEDER SCHEDULE
E-701 ONE-LINE DIAGRAM
TELECOMMUNICATIONS (TRNG)
T-001 TELECOMMUNICATIONS LEGEND
T-110 TELECOMMUNICATIONS FLOOR PLAN - COMPREHENSIVE
T-111 TELECOMMUNICATIONS FLOOR PLAN - AREA A
T-112 TELECOMMUNICATIONS FLOOR PLAN - AREA B
T-113 TELECOMMUNICATIONS FLOOR PLAN - AREA C
T-120 TELECOMMUNICATIONS CABLE TRAY PLAN - COMPREHENSIVE
T-121 TELECOMMUNICATIONS CABLE TRAY PLAN - AREA A
T-122 TELECOMMUNICATIONS CABLE TRAY PLAN - AREA B
T-123 TELECOMMUNICATIONS CABLE TRAY PLAN - AREA C
T-130 TELECOMMUNICATIONS CONDUIT PLAN - COMPREHENSIVE
T-131 TELECOMMUNICATIONS CONDUIT PLAN - AREA A
T-132 TELECOMMUNICATIONS CONDUIT PLAN - AREA B
T-133 TELECOMMUNICATIONS CONDUIT PLAN - AREA C
T-401 ENLARGED TELECOMMUNICATIONS PLAN & RACK ELEVATIONS
T-402 ENLARGED TELECOMMUNICATIONS PLAN & RACK ELEVATIONS
T-403 ENLARGED TELECOMMUNICATIONS PLAN
T-501 TELECOMMUNICATIONS DETAILS
T-502 TELECOMMUNICATIONS DETAILS
T-503 TELECOMMUNICATIONS DETAILS
T-504 TELECOMMUNICATIONS DETAILS
T-505 TELECOMMUNICATIONS DETAILS
T-506 TELECOMMUNICATIONS DETAILS
T-507 TELECOMMUNICATIONS DETAILS
T-601 TELECOMMUNICATIONS ONE-LINE DIAGRAM
T-602 TELECOMMUNICATIONS ONE-LINES
INDEX OF DRAWINGS VOL. 3 (TRAINING BUILDING)
SHEET
NUMBER SHEET TITLE
M-113 HVAC PLAN - AREA C
M-114 MP ROOF PLAN
M-120 HYDRONIC PIPING PLAN - COMPOSITE
M-121 HYDRONIC PIPING PLAN - AREA A
M-122 HYDRONIC PIPING PLAN - AREA B
M-123 HYDRONIC PIPING PLAN - AREA C
M-301 MECH. ROOM 158 SECTIONS
M-302 MECH. ROOM 159 SECTIONS
M-303 BUILDING SECTIONS
M-304 BUILDING SECTIONS
M-305 BUILDING SECTIONS
M-306 BUILDING SECTIONS
M-401 ENLARGED MECHANICAL ROOM PLAN - ROOM 158
M-402 ENLARGED MECHANICAL ROOM PLAN - ROOM 159
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-504 MECHANICAL DETAILS
M-505 MECHANICAL DETAILS
M-506 MECHANICAL DETAILS
M-601 HVAC SCHEDULES
M-602 HVAC SCHEDULES
M-603 HVAC SCHEDULES
M-701 CONTROLS LEGEND
M-702 POINT SCHEDULE INSTRUCTIONS
M-703 SCHEDULING AND ALARM SEQUENCE
M-704A CONTROL SYSTEM NETWORK
M-704B CONTROL SCHEDULE
M-705A VAV AHU-1 CONTROL SCHEMATIC FOR AHU-1
M-705B VAV AHU-1 LADDER DIAGRAMS
M-705C VAV AHU-1 SEQUENCE OF OPERATION
M-705D VAV AHU-1 POINT SCHEDULE
M-706A VAV AHU-2 CONTROL SCHEMATIC FOR AHU-2
M-706B VAV AHU-2 LADDER DIAGRAM
M-706C VAV AHU-2 SEQUENCE OF OPERATION
M-706D VAV AHU-2 POINT SCHEDULE
M-706E VAV AHU-2 POINT SCHEDULE CONTINUED
M-707A VAV AHU-3 CONTROL SCHEMATIC FOR AHU-3
M-707B VAV AHU-3 LADDER DIAGRAMS
M-707C VAV AHU-3 SEQUENCE OF OPERATION
M-707D VAV AHU-3 POINT SCHEDULE
M-708A TERMINAL UNITS SCHEMATIC AND SEQUENCE OF OPERATION
M-708B TERMINAL UNITS POINTS SCHEDULE
M-712A ERU-1 COUPLED WITH AHU-1 CONTROL SCHEMATIC
M-712B ERU-1 COUPLED WITH AHU-1 CONTROL LADDER DIAGRAMS
M-712C ERU-1 COUPLED WITH AHU-1 CONTROL SEQUENCE OF OPERATIONS
M-712D ERU-1 COUPLED WITH AHU-1 CONTROL POINTS SCHEDULE
M-713A ERU-2 CONTROL SCHEMATIC & SEQUENCE OF OPERATION
M-713B ERU-2 LADDER DIAGRAMS
M-713C ERU-2 POINTS SCHEDULE
M-714A ERU-3 COUPLED WITH AHU-3 CONTROL SCHEMATIC
M-714B ERU-3 COUPLED WITH AHU-3 LADDER DIAGRAMS
M-714C ERU-3 COUPLED WITH AHU-3 SEQUENCE OF OPERATION
M-714D ERU-3 COUPLED WITH AHU-3 CONTROL POINTS SCHEDULE
M-716A CHILLED WATER SYSTEM SCHEMATICS
M-716B CHILLED WATER SYSTEM LADDER DIAGRAMS
M-716C CHILLED WATER SYSTEM SEQUENCE OF OPERATION
M-716D CHILLED WATER SYSTEM POINTS SCHEDULE
M-717A HOT WATER SYSTEM SCHEMATICS
M-717B HOT WATER SYSTEM LADDER DIAGRAMS
M-717C HOT WATER SYSTEM SEQUENCE OF OPERATION
M-717D HOT WATER SYSTEM POINTS SCHEDULE
M-719 CABINET HEATER CONTROL SCHEMATIC, POINTS SCHEDULE AND
SEQUENCE OF OPERATION
M-720A ELECTRIC UNIT HEATER CONTROLS
M-720B ELECTRIC UNIT HEATER CONTROLS
M-721 GAS UNIT HEATERS
M-723 DUCTLESS SPLIT SYSTEM AIR CONDITIONER CONTROLS
M-724 EXHAUST FAN CONTROLS (EF-1)
M-725A KICHEN EXHAUST SYSTEM CONTROLS
M-725B KITCHEN EXHAUST SYSTEM POINTS SCHEDULE
M-726 ENERGY METERING SYSTEM NETWORK
M-727 ENERGY AND WATER MONITORING SCHEMATIC AND POINT
SCHEDULE
M-901 AHU-1 ISOMETRIC
M-902 AHU-2 ISOMETRIC
M-903 AHU-3 AND ERU-2 ISOMETRIC
M-904 HOT WATER ISOMETRIC
M-905 CHILLED WATER ISOMETRIC
ELECTRICAL (TRNG)
E-001 LEGEND AND ABBREVIATIONS
E-110 LIGHTING FLOOR PLAN - COMPREHENSIVE
E-111 LIGHTING FLOOR PLAN - AREA A
E-112 LIGHTING FLOOR PLAN - AREA B
E-113 LIGHTING FLOOR PLAN - AREA C
E-120 POWER FLOOR PLAN - COMPREHENSIVE
E-121 POWER FLOOR PLAN - AREA A
E-122 POWER FLOOR PLAN - AREA B
E-123 POWER FLOOR PLAN - AREA C
E-130 MECHANICAL POWER PLAN - COMPREHENSIVE
E-131 MECHANICAL POWER PLAN - AREA A
E-132 MECHANICAL POWER PLAN - AREA B
E-133 MECHANICAL POWER PLAN - AREA C
E-134 ROOF MECHANICAL POWER PLAN - COMPREHENSIVE
E-140 GROUNDING PLAN
E-141 LIGHTNING PROTECTION PLAN
E-401 ENLARGED PLAN
E-402 ENLARGED PLAN
E-403 ENLARGED PLAN
E-501 LIGHTING SCHEDULE
E-502 LIGHTING SEQUENCE OF OPERATION
E-503 ELECTRICAL DETAILS
E-504 ELECTRICAL DETAILS
E-505 ELECTRICAL DETAILS
INDEX OF DRAWINGS VOL. 3 (TRAINING BUILDING)
SHEET
NUMBER SHEET TITLE
A-523 ROOF DETAILS
A-531 INTERIOR CEILING DETAILS
A-532 INTERIOR CEILING DETAILS
A-541 CURTAIN WALL DETAILS
A-551 MISCALLENEOUS DETAILS
A-601 PARTITION SCHEDULE
A-602 TYPICAL PARTITION DETAILS
A-603 FOLDING AND GLASS PARTITION DETAILS
A-611 DOOR/FRAME SCHEDULE
A-612 DOOR AND FRAME TYPES
A-613 DOOR DETAILS
A-614 DOOR DETAILS
A-615 DOOR DETAILS
A-621 WINDOW SCHEDULE AND TYPES
A-622 WINDOW DETAILS
A-623 WINDOW DETAILS
A-701 CASEWORK SECTIONS
A-702 CASEWORK SECTIONS
A-801 AIR BARRER PLAN
A-802 AIR BARRIER SECTIONS
A-901 EXTERIOR 3D VIEWS (FOR REFERENCE ONLY)
A-902 INTERIOR 3D VIEWS (FOR REFERENCE ONLY)
Q-101 KITCHEN EQUIPMENT
INTERIOR (TRNG)
I-001 FIRST FLOOR INTERIOR DESIGN PLAN - COMPREHENSIVE
I-111 FIRST FLOOR FINISH & SPECIAL ITEMS PLAN - AREA A
I-112 FIRST FLOOR FINISH & SPECIAL ITEMS PLAN - AREA B
I-113 FIRST FLOOR FINISH & SPECIAL ITEMS PLAN - AREA C
I-401 INTERIOR ELEVATIONS
I-402 INTERIOR ELEVATIONS
I-403 INTERIOR ELEVATIONS
I-404 ENLARGED FLOOR PLANS-RESTROOM
I-501 FINISH AND SPECIAL ITEMS DETAILS
I-601 INTERIOR COLOR SCHEDULE
I-602 ROOM FINISH SCHEDULE
IF001 DESK TYPICALS
IF110 FIRST FLOOR FURNITURE PLAN- COMPREHENSIVE
IF111 FIRST FLOOR FURNITURE PLAN - AREA A
IF112 FIRST FLOOR FURNITURE PLAN - AREA B
IF113 FIRST FLOOR FURNITURE PLAN - AREA C
IF401 PANEL PLAN
IG111 SIGNAGE PLAN - AREA A
IG112 SIGNAGE PLAN - AREA B
IG113 SIGNAGE PLAN - AREA C
IG501 SIGNAGE DETAILS
IG502 SIGNAGE DETAILS
IG601 SIGNAGE SCHEDULE
FIRE ALARM (TRNG)
FA001 FIRE ALARM & MASS NOTIFICATION LEGEND
FA110 FIRE ALARM & MASS NOTIFICATION PLAN
FA111 FIRE ALARM & MASS NOTIFICATION PLAN - AREA A
FA112 FIRE ALARM & MASS NOTIFICATION PLAN - AREA B
FA113 FIRE ALARM & MASS NOTIFICATION PLAN - AREA C
FA120 FIRE ALARM & MASS NOTIFICATION PLAN - EXTERIOR
FA601 FIRE ALARM & MASS NOTIFICATION RISER
FA602 FIRE ALARM & MASS NOTIFICATION SYSTEM MATRIX
FIRE PROTECTION (TRNG)
FX110 FIRE PROTECTION PLAN - COMPREHENSIVE
FX111 FIRE PROCTECTION PLAN - AREA A
FX112 FIRE PROTECTION PLAN - AREA B
FX113 FIRE PROTECTION PLAN - AREA C
FX401 ENLARGED PLAN, SECTION, AND ISOMETRIC VIEW
PLUMBING (TRNG)
P-001 PLUMBING NOTES & LEGEND
P-110 PLUMBING PLAN - SOIL WASTE AND VENT AND RADON - COMPOSITE
P-111 PLUMBING PLAN - SOIL WASTE AND VENT AND RADON - AREA A
P-112 PLUMBING PLAN - SOIL WASTE AND VENT AND RADON - AREA B
P-113 PLUMBING PLAN - SOIL WASTE AND VENT AND RADON - AREA C
P-120 PLUMBING PLAN - WATER - COMPOSITE
P-121 PLUMBING PLAN - WATER - AREA A
P-122 PLUMBING PLAN - WATER - AREA B
P-123 PLUMBING PLAN - WATER - AREA C
P-130 PLUMBING PLAN - NATURAL GAS
P-131 PLUMBING PLAN - NATURAL GAS - AREA A
P-132 PLUMBING PLAN - NATURAL GAS - AREA B
P-401 ENLARGED SOIL WASTE & VENT PLAN AND RISER DIAGRAM
P-402 ENLARGED SOIL WASTE & VENT PLAN AND RISER DIAGRAM
P-403 ENLARGED SOIL WASTE & VENT PLAN AND RISER DIAGRAM
P-404 ENLARGED SOIL WASTE & VENT PLAN AND RISER DIAGRAM
P-405 ENLARGED SOIL WASTE & VENT PLAN AND RISER DIAGRAM
P-406 ENLARGED SOIL WASTE & VENT PLAN AND RISER DIAGRAM
P-407 ENLARGED WATER PLAN AND RISER DIAGRAM
P-408 ENLARGED WATER PLAN AND RISER DIAGRAM
P-409 ENLARGED WATER PLAN AND RISER DIAGRAM
P-410 ENLARGED WATER PLAN AND RISER DIAGRAM
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-503 PLUMBING DETAILS
P-504 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
P-701 DOMESTIC HOT WATER RECIRCULATING PUMP CONTROLS
P-901 DOMESTIC PLUMBING RISER
P-902 WASTE PLUMBING RISER
P-903 GAS RISER DIAGRAM
MECHANICAL (TRNG)
M-001 HVAC LEGEND AND NOTES
M-110 HVAC PLAN - COMPOSITE
M-111 HVAC PLAN - AREA A
M-112 HVAC PLAN - AREA B
INDEX OF DRAWINGS VOL. 3 (TRAINING BUILDING)
SHEET
NUMBER SHEET TITLE
STRUCTURAL (TRNG)
S-001 GENERAL STRUCTURAL NOTES
S-002 GENERAL STRUCTURAL NOTES
S-003 WIND LOADS
S-004 SNOW LOADS
S-100 FOUNDATION PLAN - COMPREHENSIVE
S-101 FOUNDATION PLAN - AREA A
S-102 FOUNDATION PLAN - AREA B
S-103 FOUNDATION PLAN - AREA C
S-110 LOW ROOF FRAMING PLAN - COMPREHENSIVE
S-111 LOW ROOF FRAMING PLAN - AREA A
S-112 LOW ROOF FRAMING PLAN - AREA B
S-113 LOW ROOF FRAMING PLAN - AREA C
S-120 HIGH ROOF FRAMING PLAN - COMPREHENSIVE
S-121 HIGH ROOF FRAMING PLAN - AREA B
S-201 FRAMING ELEVATIONS
S-202 FRAMING ELEVATIONS
S-301 BUILDING SECTIONS
S-302 BUILDING SECTIONS
S-303 BUILDING SECTIONS
S-304 BUILDING SECTIONS
S-305 BUILDING SECTIONS
S-310 BRACED FRAMES
S-311 BRACED FRAMES
S-312 BRACED FRAMES
S-501 FOUNDATION DETAILS
S-502 FOUNDATION DETAILS
S-503 FOUNDATION DETAILS
S-504 FOUNDATION DETAILS
S-505 FOUNDATION SECTIONS
S-511 TYPICAL STRUCTURAL DETAILS
S-512 TYPICAL STRUCTURAL DETAILS
S-513 TYPICAL STRUCTURAL DETAILS
S-514 TYPICAL STRUCTURAL DETAILS
S-515 TYPICAL STRUCTURAL DETAILS
S-516 TYPICAL STRUCTURAL SECTIONS
S-517 TYPICAL STRUCTURAL SECTIONS
S-518 TYPICAL STRUCTURAL SECTIONS
S-521 JOIST LOAD DIAGRAMS
S-601 COLUMN SCHEDULES
S-602 FOOTING SCHEDULES
S-701 ARMS VAULT
S-901 3D REPRESENTATIONS
ARCHITECTURAL (TRNG)
A-001 ABBREVIATIONS, DRAWING ANNOTATIONS AND SYMBOL LEGEND
A-002 ABA ACCESSIBILITY GUIDELINES (FOR REFERENCE ONLY)
A-110 FIRST FLOOR PLAN - COMPREHENSIVE
A-111 FIRST FLOOR ANNOTATED PLAN - AREA A
A-111A FIRST FLOOR DIMENSIONED PLAN - AREA A
A-112 FIRST FLOOR ANNOTATED PLAN - AREA B
A-112A FIRST FLOOR DIMENSIONED PLAN - AREA B
A-113 FIRST FLOOR ANNOTATED PLAN - AREA C
A-113A FIRST FLOOR DIMENSIONED PLAN - AREA C
A-120 CLERESTORY FLOOR PLAN
A-130 ROOF PLAN
A-140 FIRST FLOOR RCP - COMPREHENSIVE
A-141 FIRST FLOOR RCP - AREA A
A-142 FIRST FLOOR RCP - AREA B
A-143 FIRST FLOOR RCP - AREA C
A-201 EXTERIOR ELEVATIONS
A-202 EXTERIOR ELEVATIONS
A-203 EXTERIOR ELEVATIONS
A-204 PARTIAL EXTERIOR ELEVATIONS
A-211 PRECAST PANEL ELEVATIONS
A-212 PRECAST PANEL ELEVATIONS
A-213 PRECAST PANEL ELEVATIONS
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-303 BUILDING SECTIONS
A-311 WALL SECTIONS
A-312 WALL SECTIONS
A-313 WALL SECTIONS
A-401 ENLARGED FLOOR PLANS - RESTROOMS, LACTATION ROOM, AND
JANITOR ROOM
A-402 ENLARGED FLOOR PLANS - BREAK ROOM, RESTROOMS AND LOCKER
ROOMS
A-411 INTERIOR ELEVATIONS
A-412 INTERIOR ELEVATIONS
A-413 INTERIOR ELEVATIONS
A-414 INTERIOR ELEVATIONS
A-415 INTERIOR ELEVATIONS
A-416 INTERIOR ELEVATIONS
A-417 INTERIOR ELEVATIONS
A-421 ENLARGED VAULT PLAN
A-422 VAULT & CAGING DETAILS
A-460 ENLARGED DUMPSTER ENCLOSURE PLAN AND DETAILS
A-501 PLAN DETAILS - EXTERIOR ENVELOPE
A-502 PLAN DETAILS
A-503 PLAN DETAILS
A-511 SECTION DETAILS
A-512 SECTION DETAILS
A-521 ROOF DETAILS
A-522 ROOF DETAILS
INDEX OF DRAWINGS VOL. 3 (UHS)
SHEET
NUMBER SHEET TITLE
STRUCTURAL (UHS)
S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS
S-002 WIND LOADS
S-100 FOUNDATION PLAN
S-130 ROOF FRAMING PLAN
S-201 FRAMING ELEVATIONS
S-202 FRAMING ELEVATIONS
S-901 3D REPRESENTATIONS
ARCHITECTURAL (UHS)
A-001 ABBREVIATIONS, DRAWING ANNOTATIONS AND SYMBOL LEGEND
A-110 FLOOR PLAN, ROOF PLAN, AND RCP
A-201 EXTERIOR ELEVATIONS
A-301 BUILDING AND WALL SECTIONS AND DETAILS
A-501 INTERIOR FENCE PARTITION DETAILS
A-601 DOOR SCHEDULE AND DETAILS
MECHANICAL
M-101 HVAC FLOOR PLAN
ELECTRICAL (UHS)
E-001 LEGEND AND ABBREVIATIONS
E-100 ELECTRICAL PLANS
E-501 ELECTRICAL DETAILS
E-502 ELECTRICAL DETAILS
E-601 PANEL AND LIGHTING SCHEDULES
INDEX OF DRAWINGS VOL. 3 (PH)
SHEET
NUMBER SHEET TITLE
FIRE ALARM (PH)
FA600 PUMP HOUSE FIRE ALARM RISER AND MATRIX
FIRE PROTECTION (PH)
FX101 FIRE PUMP HOUSE PLAN
FX102 FIRE PUMP HOUSE PLAN
INDEX OF DRAWINGS (GENERAL) VOL 3
SHEET
NUMBER SHEET TITLE
GENERAL
VOL-3 COVER SHEET VOLUME 3 (ARC)
GI001 DRAWING INDEX VOLUME 1 (SITE)
GI002 DRAWING INDEX VOLUME 2 (AMSA)
GI003 DRAWING INDEX VOLUME 3 (ARC)
CONSTRUCT A 1 STORY, COLLOCATED AREA MAINTENANCE SUPPORT ACTIVITY
(AMSA) / VEHICLE MAINTENANCE SHOP (VMS). WORK INCLUDES, BUT IS NOT LIMITED
TO CONCRETE FOUNDATIONS AND FLOOR SLABS, STANDING SEAM METAL ROOF
SYSTEM OVER INSULATION, LOW-SLOPE PVC ROOF SYSTEM OVER INSULATION,
STEEL DECK ON STRUCTURAL TRUSSES/JOISTS, METAL WALL PANEL OVER RIGID
INSULATION ON STRUCTURAL STEEL FRAMING, PRECAST CONCRETE WALL PANEL,
ALUMINUM DOORS AND WINDOWS, STEEL DOORS AND FRAMES, GYPSUM BOARD
AND METAL FRAME INTERIOR PARTITIONS, CMU INTERIOR PARTITIONS, ACOUSTICAL
CEILING TILE, HEATING, VENTILATION AND AIR CONDITIONING (HVAC), PLUMBING
SYSTEMS, MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS, TELECOMMUNICATIONS
SYSTEMS, ELECTRONIC SECURITY SYSTEMS INFRASTRUCTURE, FIRE PROTECTION
AND FIRE ALARM SYSTEMS, LAND CLEARING, GRAVEL MEP LOT, PAVING, MEP LOT
FENCING, GENERAL SITE IMPROVEMENTS AND UTILITY CONNECTIONS.
BASE SUMMARY OF WORK AMSA:
CONSTRUCT A ONE STORY TRAINING BUILDING. WORK INCLUDES, BUT IS NOT
LIMITED TO SLAB ON GRADE, FOUNDATIONS, EXTERIOR WALLS CONSISTING OF
(PVC) ROOF SYSTEM, STANDING SEAM METAL ROOF SYSTEM, STRUCTURAL STEEL
FRAME, CONCRETE VAULT WITH IDS, HEATING, VENTILATION AND AIR CONDITIONING
(HVAC), PLUMBING SYSTEMS, MECHANICAL SYSTEMS, COMMUNICATION SYSTEMS,
ELECTRIC SYSTEMS, AUTOMATIC SPRINKLER SYSTEM, AND FIRE DETECTION AND
ALARM, SITE WORK INCLUDES DEMOLITION AND SITE CLEARING, GRADING,
DRAINAGE, UTILITIES, CONCRETE MKT PAD, PERIMETER FENCING, AND
LANDSCAPING.
BASE SUMMARY OF WORK ARC:
OPTION 001: COLLATERAL OMAR FUNDED ITEMS FOR AMSA
OPTION 002: "BONA FIDE NEED" OMAR FUNDED ITEMS FOR AMSA
OPTION 003: CONSTRUCT A VEHICLE WASH RACK/PLATFORM
OPTION 004: CONSTRUCT A BI-LEVEL EQUIPMENT LOADING RAMP
OPTION 005: CONSTRUCT A CONCRETE MEP LOT AND CONCRETE DRIVE APRONS
OPTION 006: DESIGN AND CONSTRUCT A 10 KW PHOTOVOLTAIC (PV) ARRAY
ASSEMBLY MOUNTED ON SINGLE STEM CARPORT STRUCTURES IN THE AMSA POV
PARKING. THIS OPTION CAN BE EXERCISED UP TO TWO TIMES. REFER TO
SPECIFICATIONS 48 14 00 FOR ADDITIONAL DETAIL.
OPTION 007: COLLATERAL OMAR FUNDED ITEMS FOR TRAINING BUILDING
OPTION 008: "BONA FIDE NEED" OMAR FUNDED ITEMS FOR TRAINING BUILDING
(TRNG)
OPTION 009: CONSTRUCT AN UNHEATED STORAGE BUILDING (UHS). WORK
INCLUDES CONCRETE APRONS, INSULATED METAL WALL PANELS ON PRE-
ENGINEERED STRUCTURAL STEEL FRAME, INSULATED STANDING SEAM METAL
ROOF, INSULATED METAL WALL PANELS, INSULATED DOORS AND SECTIONAL
OVERHEAD DOORS.
OPTION 010: "BONA FIDE NEED" OMAR FUNDED ITEMS FOR UHS
OPTION 011: DESIGN AND CONSTRUCT A 10 KW PHOTOVOLTAIC (PV) ARRAY
ASSEMBLY MOUNTED ON SINGLE STEM CARPORT STRUCTURES IN THE TRAINING
CENTER POV PARKING. THIS OPTION CAN BE EXERCISED UP TO FOUR TIMES. REFER
TO SPECIFICATIONS 48 14 00 FOR ADDITIONAL DETAIL.
OPTIONS:
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2Q R
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GENERAL NOTES
1. GENERAL NOTES APPLY UNLESS NOTED OTHERWISE IN THE CONTRACT
DOCUMENTS.
2. USE TYPICAL DETAILS WHERE APPLICABLE. SEE SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS. WHERE SPECIFICATIONS AND GENERAL NOTES CONFLICT,
ASSUME THE STRICTER REQUIREMENT APPLIES AND SUBMIT A REQUEST FOR
INFORMATION FOR CLARIFICATION.
3. USE THE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER
DISCIPLINES. COORDINATE THE WORK OF OTHER TRADES INCLUDING, BUT NOT
LIMITED TO, THE REQUIREMENTS FOR SLEEVES, INSERTS, HOLES, HANGERS, AND
ANCHORS.
4. DO NOT SCALE THE DRAWINGS.
5. VERIFY DIMENSIONS IN THE FIELD PRIOR TO CONSTRUCTION. REPORT
DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE
CONTRACTING OFFICER PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE
AFFECTED.
6. NOTIFY THE CONTRACTING OFFICER OF DISCREPANCIES ON THE STRUCTURAL
DRAWINGS OR BETWEEN THE STRUCTURAL DRAWINGS AND OTHER DISCIPLINE
DRAWINGS PRIOR TO PROCEEDING WITH CONSTRUCTION.
7. DETAILS NOT SPECIFICALLY INDICATED MUST BE SIMILAR TO DETAILS SHOWN
FOR SIMILAR CONDITIONS.
8. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF PERSONS AND
PROPERTY DURING CONSTRUCTION.
9. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR MEANS AND METHODS TO
CONSTRUCT THE STRUCTURE, INCLUDING, BUT NOT LIMITED TO, VERIFICATION OF
LOAD CAPACITY OF THE STRUCTURE, NEW OR EXISTING, TO SUPPORT
CONSTRUCTION ACTIVITIES, EQUIPMENT, ETC. AND LIMITING THE AMOUNT OF
CONSTRUCTION LOAD IMPOSED ON THE STRUCTURAL FRAMING. CONSTRUCTION
LOADS MUST NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME
THE LOADS ARE IMPOSED. DAMAGE TO THE STRUCTURE CAUSED BY
CONSTRUCTION ACTIVITIES MUST BE CORRECTED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE GOVERNMENT. TEMPORARY CONSTRUCTION MATERIAL
MUST REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE
PROJECT.
10. THE STRUCTURE IS DESIGNED ONLY TO FUNCTION AS A UNIT UPON COMPLETION
OF CONSTRUCTION. THE STRUCTURE IS DEPENDENT UPON DIAPHRAGM ACTION
OF THE ROOF DECK AND FLOOR SLAB AND THE DIAPHRAGM ATTACHMENT TO THE
SHEAR WALLS AND/OR FRAMES FOR STABILITY AND RESISTANCE TO WIND AND
SEISMIC FORCES. PROVIDE TEMPORARY AND PERMANENT BRACING REQUIRED
TO PROPERLY CONSTRUCT THE BUILDING UNTIL THE STRUCTURE IS COMPLETE
AND CAPABLE OF PROVIDING LATERAL STABILITY.
11. REPRODUCTION OF CONTRACT DRAWINGS MUST NOT BE USED AS SHOP
DRAWINGS. SHOP DRAWINGS MUST BE CHECKED, APPROVED, AND STAMPED BY
THE CONTRACTOR PRIOR TO SUBMISSION.
12. NON-STRUCTURAL ELEMENTS OF THE BUILDING (ARCHITECTURAL FINISHES,
MASONRY VENEER AND ASSOCIATED TIES, INSULATION, SHEATHING, DUCTWORK,
PIPING, ETC.) ARE TYPICALLY SHOWN ON THE OTHER DISCIPLINE DRAWINGS AND
NOT SHOWN ON THE STRUCTURAL DRAWINGS. ATTACHMENTS TO THE
STRUCTURE NOT INDICATED MUST BE DESIGNED AND PROVIDED BY THE
CONTRACTOR. WHERE NON-STRUCTURAL ELEMENTS ARE SHOWN ON THE
STRUCTURAL DRAWINGS, THEY ARE SHOWN FOR REFERENCE AND DESIGN
INTENT ONLY. NON-STRUCTURAL ELEMENTS MUST BE CONSTRUCTED AS SHOWN
ON THE OTHER DISCIPLINE DRAWINGS WHERE INDICATED.
13. ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS ARE IDEALIZED. ELEVATIONS
ARE BASED ON DECK THICKNESS AND SLOPES SHOWN ON DRAWINGS AND DO
NOT ACCOUNT FOR BEAM OR JOIST CAMBER OR ERECTION TOLERANCES. THE
CONTRACTOR MUST COORDINATE BEAM AND JOIST CAMBER WITH OTHER
TRADES AND ADJUST ELEVATIONS AS NECESSARY TO ACCOUNT FOR DEAD LOAD
DEFLECTION AND CAMBER.
14. WALL OPENINGS AND TERMINATIONS SHOWN ON THE STRUCTURAL DRAWINGS
ARE FOR REFERENCE ONLY. WALL TERMINATIONS AND OPENING JAMBS,
HEADERS, AND SILLS MUST BE CONSTRUCTED PER THE ARCHITECTURAL
DRAWINGS. WHERE VENEERS WRAP JAMBS, DETAIL AND FABRICATE LINTELS TO
BEAR ON THE STRUCTURE. DO NOT BEAR LINTELS ON VENEER.
15. DO NOT PENETRATE STRUCTURAL MEMBERS WITH PIPES, CONDUIT, OR OTHER
NON-STRUCTURAL COMPONENTS UNLESS APPROVED BY THE DESIGNER OF
RECORD.
16. USE MOST RECENT VERSION OF REFERENCED AMERICAN SOCIETY FOR TESTING
AND MATERIALS (ASTM) STANDARD UNLESS SPECIFIED OTHERWISE IN THE
REFERENCED UFC, IBC, OR OTHER REFERENCED REQUIREMENT/SPECIFICATIONS.
DESIGN CRITERIA
1. THE DESIGN CRITERIA IS IN ACCORDANCE WITH IBC 2021 AND ASCE 7-16 AS
MODIFIED BY UFC 1-200-01 AND UFC 3-301-01.
2. DEAD LOADS: ACTUAL MATERIAL WEIGHTS PLUS ALLOWANCES:
DUCTWORK 4 PSF
MECHANICAL, ELECTRICAL, PLUMBING 3 PSF
MECHANICAL, ELECTRICAL, PLUMBING (MECH ROOM) 10 PSF
3. ROOF LIVE LOAD 20 PSF
NOTE: LIVE LOAD REDUCTION WAS NOT USED FOR THE DESIGN OF THIS
STRUCTURE
4. SNOW LOADS
GROUND SNOW LOAD Pg = 20 PSF IMPORTANCE FACTOR Is = 1.0 SNOW EXPOSURE FACTOR Ce = 0.9 THERMAL FACTOR Ct = 1.1 ROOF SLOPE FACTOR Cs = 1.0 RAIN ON SNOW SURCHARGE Pr = NA FLAT-ROOF SNOW LOAD* ( Pf = 0.7CeCtIsPg + Pr ≥ (I Pg) ) Pf = 13.9 PSF SLOPED-ROOF SNOW LOAD* ( Ps = CsPf ) Ps = 13.9 PSF
SNOW DRIFT SEE SHEET S-004
5. WIND LOADS
ULTIMATE WIND SPEED Vult = 107 MPH NOMINAL DESIGN WIND SPEED Vasd = 83 MPH
RISK CATEGORY CATEGORY = II
WIND EXPOSURE CATEGORY CATEGORY = C
GUST EFFECT FACTOR FACTOR = 0.85
INTERNAL PRESSURE COEFFICIENT GCpi = ± 0.18
WIND COMPONENTS AND CLADDING SEE SHEET S-003
6. SEISMIC LOADS
COUNTY/STATE GREEN/OHIO
RISK CATEGORY CATEGORY= II
SEISMIC IMPORTANCE FACTOR Ie = 1.0 MAPPED SHORT PERIOD RESPONSE ACCELERATION Ss = 0.147g MAPPED 1 SECOND PERIOD RESPONSE ACCELERATION S1 = 0.07g
SITE CLASS CLASS = D
DESIGN SHORT PERIOD SPECTRAL RESPONSE COEF. Sds = 0.157 DESIGN 1 SECOND PERIOD SPECTRAL RESPONSE COEF. Sd1 = 0.112
SEISMIC DESIGN CATEGORY CATEGORY = B
BASIC SEISMIC-FORCE-RESISTING-SYSTEM:
STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR
SEISMIC RESISTANCE
RESPONSE MODIFICATION FACTOR R = 3.0
SEISMIC RESPONSE COEFFICIENT Cs = 0.052 DESIGN BASE SHEAR V = 60 kips
ANALYSIS PROCEDURE
EQUIVALENT LATERAL FORCE METHOD
7. ANTI-TERRORISM / FORCE PROTECTION
DESIGN BASIS THREAT MIN
LEVEL OF PROTECTION VERY LOW
STANDOFF PER CIVIL DRAWINGS
8. DEFLECTION CRITERIA
FLOOR
LIVE LOAD L/360
DEAD + LIVE LOAD L/240
ROOF
LIVE LOAD L/360
DEAD + LIVE LOAD L/240
FLOOR AND ROOF PERIMETER SPANDREL BEAMS
LIVE L/360, 3/4" MAX
BUILDING DRIFT
WIND H/500, 50 YEAR
SEISMIC PER ASCE 7
9. FLOOD LOADS
FLOOD LOADS ARE NOT INCLUDED IN THE STRUCTURAL DESIGN.
10. RAIN LOADS
RAIN INTENSITY 2.75 IN/HR
11. FUTURE EXPANSION
PROVISIONS FOR FUTURE EXPANSION ARE NOT INCLUDED IN THE
STRUCTURAL DESIGN.
12. ENVIRONMENTAL SEVERITY CLASSIFICATION C3
13. DIAPHRAGM DESIGN ROOF FLEXIBLE
14. LATERAL FORCE RESISTING SYSTEM: STEEL SYSTEMS NOT SPECIFICALLY
DETAILED FOR SEISMIC RESISTANCE
FOUNDATION NOTES
1. THE FOUNDATIONS ARE DESIGNED BASED ON RECOMMENDATIONS INCLUDED
IN THE GEOTECHNICAL INVESTIGATION REPORT PREPARED BY THE US ARMY
CORPS OF ENGINEERS, LOUISVILLE DISTRICT, DATED APRIL 24, 2020.
2. SPREAD FOOTINGS ARE DESIGNED FOR AN ALLOWABLE BEARING PRESSURE
OF 3.0 KSF FOR SINGLE-COLUMN FOOTINGS AND 2.5 KSF FOR CONTINUOUS
WALL FOOTINGS.
3. THE CONTRACTOR MUST RETAIN A GEOTECHNICAL ENGINEER LICENSED IN
THE STATE OF OHIO TO PROVIDE OBSERVATION AND TESTING SERVICES
DURING THE GRADING AND FOUNDATION PHASE OF CONSTRUCTION PER THE
EARTHWORK SPECIFICATIONS. INSPECTING AND TESTING REPORTS MUST BE
SUBMITTED TO THE GOVERNMENT FOR REVIEW.
4. FOOTINGS MUST BE SUPPORTED ON UNDISTURBED SOIL CAPABLE OF
SUPPORTING THE DESIGN LOADS WITHOUT APPRECIABLE SETTLEMENT AS
INDICATED IN THE EARTHWORK SPECIFICATIONS. SEE THE EARTHWORK
SPECIFICATIONS FOR ADDITIONAL SUBGRADE PREPARATION REQUIREMENTS.
5. INTERIOR SLABS ON GROUND MUST BE PLACED OVER A 15 MIL VAPOR
BARRIER OVER A 6" MINIMUM THICKNESS CAPILLARY BREAK AGGREGATE
BLANKET.
6. DO NOT ALLOW AGGREGATE BLANKET BELOW SLAB ON GROUND TO BECOME
SATURATED DURING CONSTRUCTION. PREVENT WATER INFILTRATION INTO
SUBGRADE.
7. SURFACE RUNOFF MUST BE DIRECTED AWAY FROM FOUNDATION
EXCAVATIONS AND IS NOT PERMITTED TO POND WITHIN THE BUILDING
FOOTPRINT.
8. LOWER THE PERCHED GROUNDWATER BY AN ACCEPTABLE DEWATERING
SYSTEM. THE GROUNDWATER LEVEL MUST BE MAINTAINED CONTINUOUSLY A
MINIMUM OF 2'-0" BELOW THE EXCAVATION WHEN EXCAVATIONS APPROACH
THE GROUND WATER LEVEL.
9. COMPACT FILL TO 95% OF OPTIMUM LABORATORY DENSITY IN ACCORDANCE
WITH ASTM D1557 MODIFIED PROCTOR METHOD IN THE EARTHWORK
SPECIFICATIONS.
10. CONDUIT MUST BE LOCATED BELOW THE BOTTOM OF SLABS ON GROUND.
ENCASE UNDERSLAB CONDUIT WITH FLOWABLE FILL (LEAN CONCRETE) UP
TO THE BOTTOM OF SLAB ELEVATION. DO NOT EMBED WITHIN SLAB ON
GROUND,
11. COORDINATE UNDERGROUND UTILITIES PRIOR TO THE START OF
FOUNDATION EXCAVATIONS. COORDINATE WITH UTILITY COMPANIES FOR
ANY SHUT-OFF REQUIREMENTS OF ACTIVE LINES.
12. OPEN FOUNDATION EXCAVATIONS MUST BE INSPECTED AND APPROVED BY
THE LICENSED GEOTECHNICAL ENGINEER RETAINED BY THE CONTRACTOR
PRIOR TO PLACING CONCRETE.
13. EARTH-FORMED FOOTINGS MUST CONFORM TO THE SHAPE, LINES, AND
THICKNESS INDICATED ON THE FOUNDATION PLAN, SECTIONS, AND
SCHEDULES. EARTH-FORMED FOOTING PLAN DIMENSIONS MUST BE 4" WIDER
THAN WHAT IS INDICATED ON THE PLANS. THE CONTRACTOR MUST BE
SOLELY RESPONSIBLE FOR THE EARTH FORMS, INCLUDING BUT NOT LIMITED
TO COORDINATING LARGER FOOTINGS WITH OTHER CONSTRUCTION
ELEMENTS AND DETERMINING THE STABILITY OF THE OPEN EXCAVATIONS.
14. PLACE FOUNDATION CONCRETE ON THE SAME DAY OF THE FOUNDATION
EXCAVATIONS. IF NOT PLACED ON THE SAME DAY, PROTECT FOUNDATION
EXCAVATIONS FROM STANDING WATER AND COLLAPSE.
15. THE MINIMUM DEPTH TO THE BOTTOM OF FOOTINGS AROUND THE
PERIMETER OF THE BUILDING MUST BE 32 INCHES BELOW FINAL
EXTERIOR GRADE.
16. DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR SATURATED
SUBGRADE.
17. ELEVATIONS INDICATED ON THE FOUNDATION PLANS REFER TO THE TOP
OF FOOTINGS.
18. PROVIDE MINIMUM (2) #5 CONTINUOUS CENTERED IN FOOTINGS
SUPPORTING MASONRY WALLS UNO.
19. BRACE BUILDING RETAINING WALLS BEFORE BACKFILLING. SEE
EARTHWORK SPECIFICATIONS FOR BACKFILL REQUIREMENTS.
20. BUILDING RETAINING WALLS MUST NOT BE BACKFILLED UNTIL THE
CONCRETE HAS DEVELOPED 100% OF THE 28-DAY STRENGTH.
21. SEE ARCHITECTURAL AND CIVIL/SITE DRAWINGS FOR CONTOUR AND
LAYOUT OF SIDEWALKS AND PAVEMENT. SLOPE EXTERIOR CONCRETE
AWAY FROM BUILDING PER THE CIVIL/SITE DRAWINGS. EXTERIOR GRADE
MUST BE AT LEAST 6" BELOW FINISHED FLOOR, EXCEPT AT DOORWAYS.
MASONRY NOTES
1. MASONRY CONSTRUCTION MUST BE IN ACCORDANCE WITH "BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES" (TMS 402-16) AND "SPECIFICATION
FOR MASONRY STRUCTURES" (TMS 602-16).
2. DESIGN MASONRY ASSEMBLAGE STRENGTH, f'm = 2,500 PSI. NET AREA
COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS MUST BE A MINIMUM
OF 2,500 PSI.
3. CONCRETE MASONRY UNITS MUST CONFORM TO ASTM C90 AND BE
MANUFACTURED WITH NORMAL WEIGHT AGGREGATE.
4. GROUT MUST CONFORM TO ASTM C476 AND MUST NOT CONTAIN ADMIXTURES.
GROUT MUST ATTAIN A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI.
5. REINFORCEMENT MUST BE DEFORMED BARS CONFORMING TO ASTM A615/A615M,
GRADE 60 AND MUST HAVE FABRICATION TOLERANCES IN ACCORDANCE WITH ACI
315. SHOP FABRICATE REINFORCING BARS WHICH ARE INDICATED TO BE BENT OR
HOOKED.
6. PROVIDE GALVANIZED HORIZONTAL JOINT REINFORCEMENT. LOCATE JOINT
REINFORCEMENT 16 INCHES ON CENTER VERTICALLY AND ADDITIONALLY AT THE
TOP OF ALL FOUNDATIONS AND IN THE TWO JOINTS IMMEDIATELY ABOVE AND
BELOW ALL OPENINGS, EXTENDING A MINIMUM OF 24 INCHES BEYOND THE JAMB
ON EACH SIDE.
7. PLACE PIPES AND CONDUITS PASSING HORIZONTALLY THROUGH MASONRY IN
STEEL OR PVC SLEEVES OR CORED HOLES UNLESS OTHERWISE INDICATED ON
THE DRAWINGS.
8. ALUMINUM CONDUITS, PIPES, AND ACCESSORIES MUST NOT BE EMBEDDED IN
MASONRY GROUT, OR MORTAR, UNLESS EFFECTIVELY COATED OR COVERED
WITH ASTM D1187, ASPHALT-BASE EMULSION, TO PREVENT ALUMINUM-CEMENT
CHEMICAL REACTION OR ELECTROLYTIC REACTION BETWEEN ALUMINUM AND
STEEL.
9. UNLESS OTHERWISE NOTED OR DETAILED, CENTER WALL REINFORCEMENT IN
BLOCK CELLS. USE NONMETALLIC BAR POSITIONERS. VERTICAL BARS SHALL BE
HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 4
FEET.
10. PROVIDE DOWEL REINFORCEMENT FROM WALLS INTO FOUNDATION OF SAME
SIZE AND SPACING AS VERTICAL WALL REINFORCEMENT. SEE SHEET S-001 FOR
REINFORCEMENT LAP LENGTHS.
11. ALL MASONRY BOND BEAMS, LINTELS AND BLOCKS WITH EMBEDDED ANCHOR
BOLTS MUST BE FILLED WITH 3000 PSI GROUT.
12. CORNERS AND INTERSECTIONS MUST BE BUILT IN RUNNING BOND.
13. PROVIDE A MINIMUM 16" DEPTH OF CONTINUOUS FULLY GROUTED MASONRY
UNDER THE BEARING ENDS OF BEAMS AND JOISTS. PROVIDE 8" DEPTH OF
CONTINUOUS FULLY GROUTED MASONRY UNDER SLABS.
14. DO NOT LOCATE OPENINGS WITHIN 18 INCHES OF BEAM BEARING CENTERLINE.
15. PROVIDE SHOP DRAWINGS WHICH INDICATE SIZE, SPACING, BENDING DETAILS,
AND TYPE OF ALL REINFORCING BARS PLACED IN MASONRY WALLS. COMPLY
WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT.”
PROVIDE ELEVATIONS OF ALL REINFORCED WALLS SHOWING LOCATIONS OF ALL
HORIZONTAL AND VERTICAL DEFORMED BAR REINFORCING, DEPTH/WIDTH OF
GROUTING, AND DIMENSIONED LOCATIONS OF CONTROL JOINTS. INCOMPLETE
SUBMITTALS WILL BE REJECTED WITHOUT REVIEW.
16. THE LOCATIONS OF ALL OPENINGS, BOND AND LINTEL BEAMS, AND THE
REINFORCEMENT MUST BE SHOWN ON THE SHOP DRAWINGS.
LA
P
LE
N
G
TH
NOTES: 1. LAP SPLICE LENGTHS ARE TO BE INCREASED BY 50% WHEN
EPOXY COATED REINFORCEMENT IS USED.
2. BARS LARGER THAN #9 ARE REQUIRED TO BE SPLICED BY
MECHANICAL CONNECTORS.
BAR SIZE LAP LENGTH
#3
#4
#5
#6
#7
#8
#9
1'-3"
2'-3"
2'-8"
5'-5"
6'-0"
2'-1"
3'-7"
1'-8"
LAP SPLICE LENGTHS FOR CMU WALL REINFORCEMENT
(GRADE 60 UNCOATED BARS IN FULLY GROUTED CELLS)
17. REINFORCE BOND BEAMS WITH (2) #5 CONTINUOUS, UNLESS
OTHERWISE NOTED. PROVIDE CORNER BARS FOR ALL BOND BEAM
REINFORCEMENT.
18. IN ADDITION TO SPACING INDICATED IN SCHEDULE, PROVIDE
VERTICAL BARS AT ALL CORNERS, ENDS, JAMBS, INTERSECTIONS
AND BOTH SIDES OF CONTROL JOINTS.
19. EXTEND ALL VERTICAL REINFORCEMENT THRU MID-HEIGHT BOND
BEAMS. EXTEND VERTICAL REINFORCING INTO BOND BEAMS AT TOP
OF WALL AND TERMINATE AT 2" DOWN FROM TOP OF WALL.
20. REMOVE MORTAR PROTRUSIONS GREATER THAN 1/2" FROM CELLS
BEFORE GROUTING.
21. GROUTING SHALL BE STOPPED 1 1/2" BELOW THE TOP OF A COURSE
TO FORM A KEY AT THE POUR JOINT.
22. GROUT ALL CELLS OF CONCRETE MASONRY UNITS BELOW GRADE.
NON-SHRINK GROUT NOTES
NON-SHRINK GROUT MUST BE HIGH STRENGTH, NON-FERROUS, NON-
SHRINK GROUT. SURFACE OF EXISTING CONCRETE MUST BE FREE FROM
DUST, DEBRIS, OR WATER PRIOR TO PLACING GROUT.GROUT PRODUCT
MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN
RECOMMENDATIONS. GROUT MUST BE PLACED IMMEDIATELY AFTER
COLUMN IS PLUMB AND BEFORE ANY DECKING IS PLACED. GROUT MUST
HAVE A MINIMUM COMPRESSIVE STRENGTH OF 8,000 PSI.
STRUCTURAL CONCRETE
1. STRUCTURAL CONCRETE DESIGN AND CONSTRUCTION SHALL CONFORM
WITH THE AMERICAN CONCRETE INSTITUTE (ACI) 2014 "BUILDING CODE
REQUIREMENTS FORM STRUCTURAL CONCRETE" (ACI 318), 2014
"SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 303), AND 2004 "ACI
DETAILING MANUAL" (ACI SP-66).
2. CAST-IN-PLACE CONCRETE SHALL ATTAIN A MINIMUM 28-DAY
COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI.
3. CONCRETE DENSITY SHALL BE NORMAL WEIGHT FOR FOUNDATIONS AND
SLAB ON GRADE (SOG).
4. CONCRETE REINFORCEMENT SHALL BE STEEL DEFORMED BARS
CONFORMING TO ASTM A615, GRADE 60, EXCEPT WHERE WELDING
REINFORCEMENT IS INDICATED. WELDED REINFORCEMENT SHALL
CONFORM TO ASTM A706, GRADE 60.
5. SHOP FABRICATE BENDS AND HOOKS. DO NOT FIELD BEND.
6. WELDED WIRE REINFORCEMENT SHALL BE DEFORMED WIRES
CONFORMING TO ASTM A1064. PROVIDE SHEET-TYPE WELDED WIRE
REINFORCEMENT. SHEET LAPS SHALL BE TIED AND LAPPED ONE FULL
MESH SPACING OR 6" MINIMUM.
7. PROVIDE SUPPORTS FOR REINFORCEMENT AS NEEDED. WELDED WIRE
REINFORCEMENT SHALL BE SUPPORTED AT 2'-0" ON CENTER, EACH
DIRECTION MINIMUM. PROVIDE PLASTIC,…
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