W912QR21R0040_Plans_Vol3-0000.pdf
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- Fort Knox Van Voorhis Elementary School
- Solicitation number
- W912QR21R0040
About this file
This document provides details for a federal contract opportunity to construct Van Voorhis Elementary School at Fort Knox, Kentucky. The U.S. Army Corps of Engineers Louisville District will issue a request for proposal for construction services including a new elementary school building of approximately 100,500 square feet, demolition of an existing school of 83,000 square feet, construction of a playfield and parking lot. The project must comply with Department of Defense Education Activity 21st Century Facility Requirements and include related infrastructure. The contract will be firm-fixed-price with a magnitude between $25-100 million. Proposals will be evaluated using a best value tradeoff process considering past performance, technical, and price factors. The solicitation will be available at SAM.gov and the selected offeror must maintain active SAM registration. The point of contact is the listed contract specialist.
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US Army Corps of Engineers ®
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US Army Corps of Engineers ®
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200 S. ORANGE AVENUE, SUITE 900
ORLANDO, FLORIDA 32801
USACE LVL P2 NO.: 467721
BIM 360://US-KY-FDZD5019-DoDEA-Van Voorhis Elementary School/USACE_DVVE_ARCH_V18.rvt
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LOUISVILLE DISTRICT
W912361-8F0-0-97 W912361-8D0-0-11
FEBRUARY 8, 2021
VOLUME
REPLACE VAN VOORHIS ELEMENTARY SCHOOL
330 Conroy Street North, Fort Knox, KY 40121
PROJECT NUMBER: FDZD5019
CIVIL: LANDSCAPE: STRUCTURAL: ARCHITECTURAL: INTERIORS: FOOD SERVICE: FIRE ALARM
FIRE PROTECTION:
PLUMBING
MECHANICAL:
ELECTRICAL: TELECOMM.: AUDIO VISUAL:
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29 April 2021
W912QR21R0040
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BIM 360://US-KY-FDZD5019-DoDEA-Van Voorhis Elementary School/USACE_DVVE_ARCH_V18.rvt
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CIVIL
G-010 VICINITY MAP AND HAUL ROUTE
GI001 AERIAL PLAN
V-100 OVERALL EXISTING CONDITIONS
V-101 SURVEY CONTROL PLAN
V-102 EXISTING CONDITIONS - AREA 1
V-103 EXISTING CONDITIONS - AREA 2
V-104 EXISTING CONDITIONS - AREA 3
V-105 EXISTING CONDITIONS - AREA 4
V-106 EXISTING CONDITIONS - AREA 5
V-107 EXISTING CONDITIONS - AREA 6
V-108 EXISTING CONDITIONS - AREA 7
V-109 EXISTING CONDITIONS - AREA 8
V-110 EXISTING CONDITIONS - AREA 9
V-111 EXISTING CONDITIONS - AREA 10
V-112 EXISTING CONDITIONS - AREA 11
V-113 EXISTING CONDITIONS - AREA 12
B-100 BORING LOCATION PLAN
B-101 BORING LOGS
B-102 BORING LOGS
B-103 BORING LOGS
B-104 BORING LOGS
GC001 EROSION CONTROL GENERAL NOTES
GC002 EROSION CONTROL GENERAL NOTES
GC100 EROSION CONTROL PLAN
GC101 EROSION CONTROL PLAN
GC102 EROSION CONTROL PLAN
GC103 EROSION CONTROL PLAN
GC500 EROSION CONTROL DETAILS
GC501 EROSION CONTROL DETAILS
GC502 EROSION CONTROL DETAILS
G-300 CONSTRUCTION PHASING PLAN PHASE 1
G-301 CONSTRUCTION PHASING PLAN PHASE 2
G-302 CONSTRUCTION PHASING PLAN PHASE 3
G-303 CONSTRUCTION PHASING PLAN PHASE 4
Sheet Number Sheet Name Current Revision
Current Revision
Description Current
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GENERAL
G-000-1 COVER SHEET - VOLUME 1
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G-003 SHEET INDEX VOLUME 3
G-004 SHEET INDEX VOLUME 4
G-005 SHEET INDEX VOLUME 5
G-006 SHEET INDEX VOLUME 6
GENERAL
LS001 LIFE SAFETY GENERAL NOTES
LS002 LIFE SAFETY GENERAL NOTES CONTINUED
LS003 CODE COMPLIANCE SITE PLAN
LS100 FIRST FLOOR LIFE SAFETY PLAN
LS120 SECOND FLOOR LIFE SAFETY PLAN
AR96440
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BIM 360://US-KY-FDZD5019-DoDEA-Van Voorhis Elementary School/USACE_DVVE_ARCH_V18.rvt
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GENERAL
G-000-2 COVER SHEET - VOLUME 2
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G-002 SHEET INDEX VOLUME 2
G-003 SHEET INDEX VOLUME 3
G-004 SHEET INDEX VOLUME 4
G-005 SHEET INDEX VOLUME 5
G-006 SHEET INDEX VOLUME 6
Sheet Number Sheet Name Current Revision
Current Revision
Description Current
Revision Date
C-001 GENERAL NOTES
CD100 DEMOLITION PLAN
CD101 DEMOLITION PLAN-AREA 1
CD102 DEMOLITION PLAN-AREA 2
CD103 DEMOLITION PLAN-AREA 3
CD104 DEMOLITION PLAN-AREA 4
CD105 DEMOLITION PLAN-AREA 5
CD106 DEMOLITION PLAN-AREA 6
CD107 DEMOLITION PLAN-AREA 7
CD108 DEMOLITION PLAN-AREA 8
CD109 DEMOLITION PLAN-AREA 9
CD110 DEMOLITION PLAN-AREA 10
CD111 DEMOLITION PLAN-AREA 11
CS100 OVERALL SITE PLAN
CS101 SITE PLAN-AREA 1
CS102 SITE PLAN-AREA 2
CS103 SITE PLAN-AREA 3
CS104 SITE PLAN-AREA 4
CS105 SITE PLAN-AREA 5
CS106 SITE PLAN-AREA 6
CS107 SITE PLAN-AREA 7
CS108 SITE PLAN-AREA 8
CS109 SITE PLAN-AREA 9
CS110 SITE PLAN-AREA 10
CS111 SITE PLAN-AREA 11
CS112 GEOMETRY POINT DATA
CS113 GEOMETRY POINT DATA
CS114 SIGNAGE AND STRIPING PLAN
CS115 SIGNAGE AND STRIPING PLAN
CP100 PAVEMENT JOINT PLAN
CS200 DRIVE AISLE PROFILES
CS201 DRIVE AISLE PROFILES
CS500 SITE DETAILS
CS501 SITE DETAILS
CS502 SITE DETAILS
CS503 SITE DETAILS
CS504 SITE DETAILS
CS505 SITE DETAILS
CG112 INTERIM GRADING AND DRAINAGE PLAN
CG100 OVERALL GRADING AND DRAINAGE PLAN
CG101 GRADING AND DRAINAGE PLAN-AREA 1
CG102 GRADING AND DRAINAGE PLAN-AREA 2
CG103 GRADING AND DRAINAGE PLAN-AREA 3
CG104 GRADING AND DRAINAGE PLAN-AREA 4
CG105 GRADING AND DRAINAGE PLAN-AREA 5
CG106 GRADING AND DRAINAGE PLAN-AREA 6
CG107 GRADING AND DRAINAGE PLAN-AREA 7
CG108 GRADING AND DRAINAGE PLAN-AREA 8
CG109 GRADING AND DRAINAGE PLAN-AREA 9
CG110 GRADING AND DRAINAGE PLAN-AREA 10
CG111 GRADING AND DRAINAGE PLAN-AREA 11
CG120 PRE-DEVELOPMENT DRAINAGE PLAN
CG121 POST DEVELOPMENT DRAINAGE PLAN
CG200 STORM DRAIN PROFILES
CG201 STORM DRAIN PROFILES
CG202 STORM DRAIN PROFILES
CG203 STORM DRAIN PROFILES
CG204 STORM DRAIN PROFILES
CG205 STORM DRAIN PROFILES
CU100 OVERALL UTILITY PLAN
CU101 UTILITY PLAN-AREA 1
CU102 UTILITY PLAN-AREA 2
CU103 UTILITY PLAN-AREA 3
CU104 UTILITY PLAN-AREA 4
CU105 UTILITY PLAN-AREA 5
CU106 UTILITY PLAN-AREA 6
CU107 UTILITY PLAN-AREA 7
CU108 UTILITY PLAN-AREA 8
CU109 UTILITY PLAN-AREA 9
CU110 UTILITY PLAN-AREA 10
CU111 UTILITY PLAN-AREA 11
CU112 ENLARGED UTILITY PLAN
CU113 KEYNOTE TABLE
CU114 KEYNOTE TABLE
CU201 WATERLINE PROFILES
CU202 WATERLINE PROFILES
CU203 WATERLINE PROFILES
CU204 WATERLINE PROFILES
CU205 SANITARY PROFILES
CU206 SANITARY PROFILES
CU500 UTILITY DETAILS
CU501 UTILITY DETAILS
CU502 UTILITY DETAILS
CU503 UTILITY DETAILS
CU504 UTILITY DETAILS
CU505 UTILITY DETAILS
CU506 UTILITY DETAILS
CU507 UTILITY DETAILS
AT001 ANTI-TERRORISM / FORCE PROTECTION
Sheet Number Sheet Name Current Revision
Current Revision
Description Current
Revision Date
LANDSCAPE
L-001 MATERIAL SCHEDULE
L-100 OVERALL HARDSCAPE PLAN
L-102 HARDSCAPE PLAN - AREA 02
L-103 HARDSCAPE PLAN - AREA 03
L-105 HARDSCAPE PLAN - AREA 05
L-106 HARDSCAPE PLAN - AREA 06
L-108 HARDSCAPE PLAN - AREA 08
L-109 HARDSCAPE PLAN - AREA 09
L-110 HARDSCAPE PLAN - AREA 10
L-111 HARDSCAPE PLAN - AREA 11
L-200 OVERALL PLANTING PLAN
L-201 PLANTING PLAN - AREA 01
L-202 PLANTING PLAN - AREA 02
L-203 PLANTING PLAN - AREA 03
L-204 PLANTING PLAN - AREA 04
L-205 PLANTING PLAN - AREA 05
L-206 PLANTING PLAN - AREA 06
L-207 PLANTING PLAN - AREA 07
L-208 PLANTING PLAN - AREA 08
L-209 PLANTING PLAN - AREA 09
L-210 PLANTING PLAN - AREA 10
L-211 PLANTING PLAN - AREA 11
L-301 SECTIONS / ELEVATIONS
L-401 HARDSCAPE ENLARGEMENTS
L-411 PLANTING ENLARGEMENTS
L-501 HARDSCAPE DETAILS
L-502 HARDSCAPE DETAILS
L-503 HARDSCAPE DETAILS
L-511 PLANTING DETAILS
L-600 EXTERIOR SIGNAGE PLAN
CIVIL
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BIM 360://US-KY-FDZD5019-DoDEA-Van Voorhis Elementary School/USACE_DVVE_ARCH_V18.rvt
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S-401 PARTIAL PLANS
S-401 PARTIAL PLANS
S-402 PARTIAL PLANS
S-402 PARTIAL PLANS
S-403 PARTIAL PLANS
S-403 PARTIAL PLANS
S-501 TYPICAL FOUNDATION DETAILS
S-501 TYPICAL FOUNDATION DETAILS
S-502 TYPICAL FOUNDATION DETAILS
S-502 TYPICAL FOUNDATION DETAILS
S-511 TYPICAL CONCRETE DETAILS
S-511 TYPICAL CONCRETE DETAILS
S-512 TYPICAL CONCRETE DETAILS
S-512 TYPICAL CONCRETE DETAILS
S-513 TYPICAL CONCRETE DETAILS
S-513 TYPICAL CONCRETE DETAILS
S-521 TYPICAL STEEL FRAMING DETAILS
S-521 TYPICAL STEEL FRAMING DETAILS
S-522 TYPICAL STEEL FRAMING DETAILS
S-522 TYPICAL STEEL FRAMING DETAILS
S-523 TYPICAL STEEL FRAMING DETAILS
S-523 TYPICAL STEEL FRAMING DETAILS
S-524 TYPICAL STEEL FRAMING DETAILS
S-524 TYPICAL STEEL FRAMING DETAILS
S-525 TYPICAL STEEL FRAMING DETAILS
S-525 TYPICAL STEEL FRAMING DETAILS
S-526 TYPICAL STEEL FRAMING DETAILS
S-526 TYPICAL STEEL FRAMING DETAILS
S-531 TYPICAL JOIST FRAMING DETAILS
S-531 TYPICAL JOIST FRAMING DETAILS
S-541 TYPICAL MASONRY DETAILS
S-541 TYPICAL MASONRY DETAILS
S-542 TYPICAL MASONRY DETAILS
S-542 TYPICAL MASONRY DETAILS
S-551 FOUNDATION SECTIONS AND DETAILS
S-551 FOUNDATION SECTIONS AND DETAILS
S-552 FOUNDATION SECTIONS AND DETAILS
S-552 FOUNDATION SECTIONS AND DETAILS
S-561 CONCRETE SECTIONS AND DETAILS
S-561 CONCRETE SECTIONS AND DETAILS
S-571 STEEL FRAMING SECTIONS AND DETAILS
S-571 STEEL FRAMING SECTIONS AND DETAILS
S-572 STEEL FRAMING SECTIONS AND DETAILS
S-572 STEEL FRAMING SECTIONS AND DETAILS
S-573 STEEL FRAMING SECTIONS AND DETAILS
S-573 STEEL FRAMING SECTIONS AND DETAILS
S-574 STEEL FRAMING SECTIONS AND DETAILS
S-574 STEEL FRAMING SECTIONS AND DETAILS
S-575 STEEL FRAMING SECTIONS AND DETAILS
S-575 STEEL FRAMING SECTIONS AND DETAILS
S-576 STEEL FRAMING SECTIONS AND DETAILS
S-576 STEEL FRAMING SECTIONS AND DETAILS
S-577 STEEL FRAMING SECTIONS AND DETAILS
S-577 STEEL FRAMING SECTIONS AND DETAILS
S-578 STEEL FRAMING SECTIONS AND DETAILS
S-578 STEEL FRAMING SECTIONS AND DETAILS
S-579 STEEL FRAMING SECTIONS AND DETAILS
S-579 STEEL FRAMING SECTIONS AND DETAILS
S-580 STEEL FRAMING SECTIONS AND DETAILS
S-580 STEEL FRAMING SECTIONS AND DETAILS
S-581 STEEL FRAMING SECTIONS AND DETAILS
S-581 STEEL FRAMING SECTIONS AND DETAILS
S-582 STEEL FRAMING SECTIONS AND DETAILS
S-582 STEEL FRAMING SECTIONS AND DETAILS
S-585 JOIST FRAMING SECTIONS AND DETAILS
S-585 JOIST FRAMING SECTIONS AND DETAILS
S-591 MASONRY SECTIONS AND DETAILS
S-591 MASONRY SECTIONS AND DETAILS
S-601 SCHEDULES
S-601 SCHEDULES
S-602 SCHEDULES
S-602 SCHEDULES
Sheet Number Sheet Name Current Revision
Current Revision
Description Current
Revision Date
STRUCTURAL
S-001 GENERAL NOTES
S-001 GENERAL NOTES
S-002 GENERAL NOTES
S-002 GENERAL NOTES
S-003 SYMBOLS AND ANNOTATIONS
S-003 SYMBOLS AND ANNOTATIONS
S-004 COMPONENTS AND CLADDING PRESSURES
S-004 COMPONENTS AND CLADDING PRESSURES
S-005 LIVE LOAD KEY PLANS
S-005 LIVE LOAD KEY PLANS
S-006 SNOW LOAD KEY PLANS
S-006 SNOW LOAD KEY PLANS
S-007 BLAST PRESSURE LOAD KEY PLANS
S-007 BLAST PRESSURE LOAD KEY PLANS
S-100 FOUNDATION AND FIRST FLOOR PLAN OVERALL
S-100 FOUNDATION AND FIRST FLOOR PLAN OVERALL
S-101 FOUNDATION AND FIRST FLOOR PLAN 1A
S-101 FOUNDATION AND FIRST FLOOR PLAN 1A
S-102 FOUNDATION AND FIRST FLOOR PLAN 1B
S-102 FOUNDATION AND FIRST FLOOR PLAN 1B
S-103 FOUNDATION AND FIRST FLOOR PLAN 1C
S-103 FOUNDATION AND FIRST FLOOR PLAN 1C
S-104 FOUNDATION AND FIRST FLOOR PLAN 1D
S-104 FOUNDATION AND FIRST FLOOR PLAN 1D
S-105 FOUNDATION AND FIRST FLOOR PLAN 1E
S-105 FOUNDATION AND FIRST FLOOR PLAN 1E
S-106 FOUNDATION AND FIRST FLOOR PLAN 1F
S-106 FOUNDATION AND FIRST FLOOR PLAN 1F
S-120 SECOND FLOOR/LOW ROOF FRAMING PLAN OVERALL
S-120 SECOND FLOOR/LOW ROOF FRAMING PLAN OVERALL
S-121 SECOND FLOOR/LOW ROOF FRAMING PLAN 2A
S-121 SECOND FLOOR/LOW ROOF FRAMING PLAN 2A
S-122 SECOND FLOOR/LOW ROOF FRAMING PLAN 2B
S-122 SECOND FLOOR/LOW ROOF FRAMING PLAN 2B
S-123 SECOND FLOOR/LOW ROOF FRAMING PLAN 2C
S-123 SECOND FLOOR/LOW ROOF FRAMING PLAN 2C
S-124 SECOND FLOOR/LOW ROOF FRAMING PLAN 2D
S-124 SECOND FLOOR/LOW ROOF FRAMING PLAN 2D
S-125 SECOND FLOOR/LOW ROOF FRAMING PLAN 2E
S-125 SECOND FLOOR/LOW ROOF FRAMING PLAN 2E
S-126 SECOND FLOOR/LOW ROOF FRAMING PLAN 2F
S-126 SECOND FLOOR/LOW ROOF FRAMING PLAN 2F
S-130 ROOF FRAMING PLAN OVERALL
S-130 ROOF FRAMING PLAN OVERALL
S-131 ROOF FRAMING PLAN 2A
S-131 ROOF FRAMING PLAN 2A
S-132 ROOF FRAMING PLAN 2B
S-132 ROOF FRAMING PLAN 2B
S-133 ROOF FRAMING PLAN 2C
S-133 ROOF FRAMING PLAN 2C
S-134 ROOF FRAMING PLAN 2D
S-134 ROOF FRAMING PLAN 2D
S-135 ROOF FRAMING PLAN 2E
S-135 ROOF FRAMING PLAN 2E
S-136 ROOF FRAMING PLAN 2F
S-136 ROOF FRAMING PLAN 2F
S-140 HIGH ROOF FRAMING PLAN OVERALL
S-140 HIGH ROOF FRAMING PLAN OVERALL
S-141 HIGH ROOF FRAMING PLAN 2A
S-141 HIGH ROOF FRAMING PLAN 2A
S-142 HIGH ROOF FRAMING PLAN 2B
S-142 HIGH ROOF FRAMING PLAN 2B
S-144 HIGH ROOF FRAMING PLAN 2D
S-144 HIGH ROOF FRAMING PLAN 2D
S-145 HIGH ROOF FRAMING PLAN 2E
S-145 HIGH ROOF FRAMING PLAN 2E
S-201 FRAMING ELEVATIONS
S-201 FRAMING ELEVATIONS
S-202 FRAMING ELEVATIONS
S-202 FRAMING ELEVATIONS
S-203 FRAMING ELEVATIONS
S-203 FRAMING ELEVATIONS
S-204 FRAMING ELEVATIONS
S-204 FRAMING ELEVATIONS
S-205 FRAMING ELEVATIONS
S-205 FRAMING ELEVATIONS
S-211 BRACED FRAME ELEVATIONS
S-211 BRACED FRAME ELEVATIONS
S-212 BRACED FRAME ELEVATIONS
S-212 BRACED FRAME ELEVATIONS
S-213 BRACED FRAME ELEVATIONS
S-213 BRACED FRAME ELEVATIONS
S-301 FRAMING SECTIONS
S-301 FRAMING SECTIONS
Sheet Number Sheet Name Current Revision
Current Revision
Description Current
Revision Date
GENERAL
G-000-3 COVER SHEET - VOLUME 3
G-001 SHEET INDEX VOLUME 1
G-002 SHEET INDEX VOLUME 2
G-003 SHEET INDEX VOLUME 3
G-004 SHEET INDEX VOLUME 4
G-005 SHEET INDEX VOLUME 5
G-006 SHEET INDEX VOLUME 6
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C o n ro y S tr e e t N o rt h F o rt
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Current Revision
Description Current
Revision Date
A-316 WALL SECTIONS
A-317 WALL SECTIONS
A-318 WALL SECTIONS
A-319 WALL SECTIONS
A-320 WALL SECTIONS
A-321 WALL SECTIONS
A-322 WALL SECTIONS
A-323 WALL SECTIONS
A-324 WALL SECTIONS
A-325 WALL SECTIONS
A-401 ENLARGED PLANS
A-402 ENLARGED PLANS
A-403 ENLARGED PLANS
A-404 ENLARGED PLANS
A-405 ENLARGED PLANS
A-406 ENLARGED PLANS
A-407 ENLARGED PLANS
A-408 ENLARGED PLANS
A-409 ENLARGED PLANS
A-410 ENLARGED PLANS
A-501 STAIR SECTIONS
A-502 STAIR SECTIONS
A-503 STAIR SECTIONS
A-504 STAIR DETAILS
A-511 SECTION DETAILS
A-512 SECTION DETAILS
A-513 SECTION DETAILS
A-514 SECTION DETAILS
A-515 SECTION DETAILS
A-521 MARQUEE SIGN DETAILS
A-532 PLAN DETAILS
A-541 ROOF DETAILS
A-542 ROOF DETAILS
A-543 ROOF DETAILS
A-551 CEILING DETAILS
A-552 CEILING DETAILS
A-601 PARTITION TYPES
A-611 DOOR SCHEDULE
A-612 DOOR SCHEDULE
A-613 DOOR TYPES
A-614 FRAME TYPES
A-621 DOOR AND WINDOW DETAILS
A-622 DOOR AND WINDOW DETAILS
A-631 WINDOW TYPES
A-632 WINDOW TYPES
A-633 WINDOW TYPES
A-650 EXTERIOR BUILDING IMAGES
A-651 EXTERIOR BUILDING IMAGES
Sheet Number Sheet Name Current Revision
Current Revision
Description Current
Revision Date
ARCHITECTURAL
A-001 ABBREVIATIONS, SYMBOLS AND GENERAL NOTES
A-002 MOUNTING HEIGHTS
A-003 GENERAL NOTES - MINIMUM STC RATINGS
A-100 FIRST FLOOR PLAN - OVERALL
A-101 FIRST FLOOR PLAN - 1A
A-102 FIRST FLOOR PLAN - 1B
A-103 FIRST FLOOR PLAN - 1C
A-104 FIRST FLOOR PLAN - 1D
A-105 FIRST FLOOR PLAN - 1E
A-106 FIRST FLOOR PLAN - 1F
A-107 WALKWAY CANOPY PLAN - OVERALL
A-108 WALKWAY CANOPY PLANS - ENLARGED
A-109 WALKWAY CANOPY CEILING PLANS - ENLARGED
A-110 COOLING TOWER AND DUMPSTER SURROUND
A-120 SECOND FLOOR PLAN - OVERALL
A-121 SECOND FLOOR PLAN - 2A
A-122 SECOND FLOOR PLAN - 2B
A-123 SECOND FLOOR PLAN - 2D
A-124 SECOND FLOOR PLAN - 2E
A-131 CLERESTORY PLANS - 2A & 2B
A-132 CLERESTORY PLAN - 2C
A-140 ROOF PLAN - OVERALL
A-141 ROOF PLAN - 1A
A-142 ROOF PLAN - 1B
A-143 ROOF PLAN - 1C
A-144 ROOF PLAN - 1D
A-145 ROOF PLAN - 1E
A-146 ROOF PLAN -1F
A-160 REFLECTED CEILING PLAN - FIRST FLOOR - OVERALL
A-161 REFLECTED CEILING PLAN - FIRST FLOOR - 1A
A-162 REFLECTED CEILING PLAN - FIRST FLOOR - 1B
A-163 REFLECTED CEILING PLAN - FIRST FLOOR - 1C
A-164 REFLECTED CEILING PLAN - FIRST FLOOR - 1D
A-165 REFLECTED CEILING PLAN - FIRST FLOOR - 1E
A-166 REFLECTED CEILING PLAN - FIRST FLOOR - 1F
A-170 REFLECTED CEILING PLAN - SECOND FLOOR - OVERALL
A-171 REFLECTED CEILING PLAN - SECOND FLOOR - 2A
A-172 REFLECTED CEILING PLAN - SECOND FLOOR - 2B
A-173 REFLECTED CEILING PLAN - SECOND FLOOR - 2D
A-174 REFLECTED CEILING PLAN - SECOND FLOOR - 2E
A-200 EXTERIOR ELEVATIONS - OVERALL
A-201 EXTERIOR ELEVATIONS - NORTH & SOUTH
A-202 EXTERIOR ELEVATIONS - EAST
A-203 EXTERIOR ELEVATIONS - WEST
A-204 EXTERIOR ELEVATIONS - CLERESTORY
A-300 BUILDING SECTIONS - OVERALL
A-301 BUILDING SECTIONS - OVERALL
A-302 BUILDING SECTIONS
A-303 BUILDING SECTIONS
A-304 BUILDING SECTIONS
A-305 BUILDING SECTIONS
A-306 BUILDING SECTIONS
A-307 INTERIOR ELEVATION
Sheet Number Sheet Name Current Revision
Current Revision
Description Current
Revision Date
GENERAL
G-000-4 COVER SHEET - VOLUME 4
G-001 SHEET INDEX VOLUME 1
G-002 SHEET INDEX VOLUME 2
G-003 SHEET INDEX VOLUME 3
G-004 SHEET INDEX VOLUME 4
G-005 SHEET INDEX VOLUME 5
G-006 SHEET INDEX VOLUME 6
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G-005
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Current Revision
Description Current Revision Date
FIRE PROTECTION / FIRE ALARM
FA001 FIRE ALARM & MASS NOTIFICATION GENERAL NOTES
FA100 FIRST FLOOR FIRE ALARM & MASS NOTIFICATION PLAN - OVERALL
FA101 FIRST FLOOR FIRE ALARM & MASS NOTIFICATION PLAN - 1A
FA102 FIRST FLOOR FIRE ALARM & MASS NOTIFICATION PLAN - 1B
FA103 FIRST FLOOR FIRE ALARM & MASS NOTIFICATION PLAN - 1C
FA104 FIRST FLOOR FIRE ALARM & MASS NOTIFICATION PLAN - 1D
FA105 FIRST FLOOR FIRE ALARM & MASS NOTIFICATION PLAN - 1E
FA106 FIRST FLOOR FIRE ALARM & MASS NOTIFICATION PLAN - 1F
FA120 SECOND FLOOR FIRE ALARM & MASS NOTIFICIATION PLAN - OVERALL
FA121 SECOND FLOOR FIRE ALARM & MASS NOTIFICATION PLAN - 2A
FA122 SECOND FLOOR FIRE ALARM & MASS NOTIFICATION PLAN - 2B
FA123 SECOND FLOOR FIRE ALARM & MASS NOTIFICATION PLAN - 2C
FA124 SECOND FLOOR FIRE ALARM & MASS NOTIFICATION PLAN - 2D
FA125 SECOND FLOOR FIRE ALARM & MASS NOTIFICATION PLAN - 2E
FA130 ROOF FIRE ALARM & MASS NOTIFICATION PLAN - OVERALL
FA500 FIRE ALARM & MASS NOTIFICATION DETAILS
FA501 FIRE ALARM & MASS NOTIFICATION MATRIX OF OPERATIONS
FX001 FIRE SUPPRESSION GENERAL NOTES
FX002 FIRE SUPPRESSION SITE PLAN
FX100 FIRST FLOOR FIRE SUPPRESSION PLAN - OVERALL
FX101 FIRST FLOOR FIRE SUPPRESSION PLAN - 1A
FX102 FIRST FLOOR FIRE SUPPRESSION PLAN - 1B
FX103 FIRST FLOOR FIRE SUPPRESSION PLAN - 1C
FX104 FIRST FLOOR FIRE SUPPRESSION PLAN - 1D
FX105 FIRST FLOOR FIRE SUPPRESSION PLAN - 1E
FX106 FIRST FLOOR FIRE SUPPRESSION PLAN - 1F
FX120 SECOND FLOOR FIRE SUPPRESSION PLAN - OVERALL
FX121 SECOND FLOOR FIRE SUPPRESSION PLAN - 2A
FX122 SECOND FLOOR FIRE SUPPRESSION PLAN - 2B
FX123 SECOND FLOOR FIRE SUPPRESSION PLAN - 2D
FX124 SECOND FLOOR FIRE SUPPRESSION PLAN - 2E
FX500 FIRE SUPPRESSION DETAILS AND RISER
FX501 FIRE SUPPRESSION RISER
PLUMBING
P-001 PLUMBING LEGEND AND GENERAL NOTES
P-110 DRAIN / WASTE / VENT - FIRST FLOOR - OVERALL
P-111 DRAIN / WASTE / VENT - FIRST FLOOR - AREA 1A
P-112 DRAIN / WASTE / VENT - FIRST FLOOR - AREA 1B
P-113 DRAIN / WASTE / VENT - FIRST FLOOR - AREA 1C
P-114 DRAIN / WASTE / VENT - FIRST FLOOR - AREA 1D
P-115 DRAIN / WASTE / VENT - FIRST FLOOR - AREA 1E
P-116 DRAIN / WASTE / VENT - FIRST FLOOR - AREA 1F
P-120 DRAIN / WASTE / VENT - SECOND FLOOR - OVERALL
P-121 DRAIN / WASTE / VENT - SECOND FLOOR - AREA 2A
P-122 DRAIN / WASTE / VENT - SECOND FLOOR - AREA 2B
P-123 DRAIN / WASTE / VENT - SECOND FLOOR - AREA 2C
P-124 DRAIN / WASTE / VENT - SECOND FLOOR - AREA 2D
P-125 DRAIN / WASTE / VENT - SECOND FLOOR - AREA 2E
P-126 DRAIN / WASTE / VENT - SECOND FLOOR - AREA 2F
P-130 DRAIN / WASTE / VENT - ROOF PLAN - OVERALL
P-131 DRAIN / WASTE / VENT - CANOPY AND TOWER
P-140 DOMESTIC SUPPLY - FIRST FLOOR - OVERALL
P-141 DOMESTIC SUPPLY - FIRST FLOOR - AREA 1A
P-142 DOMESTIC SUPPLY - FIRST FLOOR - AREA 1B
P-143 DOMESTIC SUPPLY - FIRST FLOOR - AREA 1C
P-144 DOMESTIC SUPPLY - FIRST FLOOR - AREA 1D
P-145 DOMESTIC SUPPLY - FIRST FLOOR - AREA 1E
P-146 DOMESTIC SUPPLY - FIRST FLOOR - AREA 1F
P-150 DOMESTIC SUPPLY - SECOND FLOOR - OVERALL
P-151 DOMESTIC SUPPLY - SECOND FLOOR - AREA 2A
P-152 DOMESTIC SUPPLY - SECOND FLOOR - AREA 2B
P-154 DOMESTIC SUPPLY - SECOND FLOOR - AREA 2D
P-155 DOMESTIC SUPPLY - SECOND FLOOR - AREA 2E
P-156 DOMESTIC SUPPLY - SECOND FLOOR - AREA 2F
P-401 DRAIN / WASTE / VENT - FIRST FLOOR - KITCHEN - ENLARGED PLAN
P-402 DOMESTIC SUPPLY - FIRST FLOOR - KITCHEN - ENLARGED PLAN
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-503 PLUMBING DETAILS
P-504 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
P-602 PLUMBING SCHEDULES
P-701 DRAIN / WASTE / VENT OVERALL RISER ISOMETRICS
P-702 DRAIN / WASTE / VENT RISER ISOMETRICS
P-703 DRAIN / WASTE / VENT RISER ISOMETRICS
P-704 DRAIN / WASTE / VENT RISER ISOMETRICS
P-705 DRAIN / WASTE / VENT KITCHEN RISER ISOMETRICS
P-706 DOMESTIC SUPPLY OVERALL RISER ISOMETRICS
P-707 DOMESTIC SUPPLY RISER ISOMETRICS
P-708 DOMESTIC SUPPLY RISER ISOMETRICS
P-709 DOMESTIC SUPPLY RISER ISOMETRICS
P-710 DOMESTIC SUPPLY KITCHEN RISER ISOMETRICS
RADON
R-001 RADON MITIGATION SCHEMATIC
Sheet Number Sheet Name Current Revision
Current Revision
Description Current Revision Date
ARCHITECTURAL
A-700 INSTRUCTIONAL SIGNAGE
A-701 INSTRUCTIONAL SIGNAGE
A-702 INSTRUCTIONAL SIGNAGE
A-810 AIR BARRIER PLAN DETAILS
A-811 AIR BARRIER PLAN DETAILS
A-812 AIR BARRIER PLAN DETAILS
A-813 AIR BARRIER PLAN DETAILS
INTERIORS
I-100 FINISH PLAN - FIRST FLOOR OVERALL
I-101 FINISH PLAN - FIRST FLOOR 1A
I-102 FINISH PLAN - FIRST FLOOR 1B
I-103 FINISH PLAN - FIRST FLOOR 1C
I-104 FINISH PLAN - FIRST FLOOR 1D
I-105 FINISH PLAN - FIRST FLOOR 1E
I-106 FINISH PLAN - FIRST FLOOR 1F
I-120 FINISH PLAN - SECOND FLOOR OVERALL
I-121 FINISH PLAN - SECOND FLOOR 2A
I-122 FINISH PLAN - SECOND FLOOR 2B
I-123 FINISH PLAN SECOND FLOOR 2E
I-131 FURNITURE & EQUIPTMENT PLAN FIRST FLOOR 1A
I-132 FURNITURE & EQUIPTMENT PLAN FIRST FLOOR 1B
I-133 FURNITURE & EQUIPTMENT PLAN FIRST FLOOR 1C
I-134 FURNITURE & EQUIPTMENT PLAN FIRST FLOOR 1D
I-135 FURNITURE & EQUIPTMENT PLAN FIRST FLOOR 1E
I-136 FURNITURE & EQUIPTMENT PLAN FIRST FLOOR 1F
I-137 FURNITURE & EQUIPTMENT PLAN FIRST FLOOR ATTERNATIVE SET UP
I-141 FURNITURE & EQUIPTMENT PLAN SECOND FLOOR 2A
I-142 FURNITURE & EQUIPTMENT PLAN SECOND FLOOR 2B
I-143 FURNITURE & EQUIPTMENT PLAN SECOND FLOOR 2E
I-151 SIGNAGE PLAN FIRST FLOOR 1A
I-152 SIGNAGE PLAN FIRST FLOOR 1B
I-153 SIGNAGE PLAN FIRST FLOOR 1C
I-154 SIGNAGE PLAN FIRST FLOOR 1D
I-155 SIGNAGE PLAN FIRST FLOOR 1E
I-156 SIGNAGE PLAN FIRST FLOOR 1F
I-161 SIGNAGE PLAN SECOND FLOOR 2A
I-162 SIGNAGE PLAN SECOND FLOOR 2B
I-163 SIGNAGE PLAN SECOND FLOOR 2E
I-200 INTERIOR ELEVATIONS
I-201 INTERIOR ELEVATIONS
I-202 INTERIOR ELEVATIONS
I-203 INTERIOR ELEVATIONS
I-204 INTERIOR ELEVATIONS
I-205 INTERIOR ELEVATIONS
I-206 INTERIOR ELEVATIONS
I-207 INTERIOR ELEVATIONS
I-208 INTERIOR ELEVATIONS
I-209 INTERIOR ELEVATIONS
I-210 INTERIOR ELEVATIONS
I-211 INTERIOR ELEVATIONS
I-212 INTERIOR ELEVATIONS
I-401 ENLARGED PLANS
I-402 ENLARGED PLANS
I-501 MILLWORK SECTIONS
I-502 MILLWORK SECTIONS
I-503 MILLWORK SECTIONS
I-504 MILLWORK SECTIONS
I-505 MILLWORK SECTIONS
I-506 SIGNAGE DETAILS
I-507 SIGNAGE DETAILS
I-601 FINISH SCHEDULE
I-602 SIGNAGE SCHEDULE
FOOD SERVICE
QF101 FOOD SERVICE EQUIPMENT PLAN
QF102 FOOD SERVICE NOTES & LEGENDS
QF103 PLUMBING ROUGH-IN PLAN
QF104 ELECTRICAL ROUGH-IN PLAN
QF105 BUILDING CONDITIONS PLAN
QF401 FOOD SERVICE ELEVATIONS
QF402 FOOD SERVICE ELEVATIONS
QF403 FOOD SERVICE ELEVATIONS
QF501 FOOD SERVICE DETAILS
QF601 FOOD SERVICE EQUIPMENT & UTILITY SCHEDULE
QF602 FOOD SERVICE EQUIPMENT PLAN & UTILITY SCHEDULE
Sheet Number Sheet Name Current Revision
Current Revision
Description Current Revision Date
GENERAL
G-000-5 COVER SHEET - VOLUME 5
G-001 SHEET INDEX VOLUME 1
G-002 SHEET INDEX VOLUME 2
G-003 SHEET INDEX VOLUME 3
G-004 SHEET INDEX VOLUME 4
G-005 SHEET INDEX VOLUME 5
G-006 SHEET INDEX VOLUME 6
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BIM 360://US-KY-FDZD5019-DoDEA-Van Voorhis Elementary School/USACE_DVVE_ARCH_V18.rvt
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Sheet Number Sheet Name Current Revision
Current Revision
Description Current Revision Date
TELECOMMUNICATIONS
T-001 SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
TS101 COMMUNICATION SITE PLAN
T-100 OVERALL COMMUNICATION PLAN - FIRST FLOOR
T-101 PARTIAL COMMUNICATION PLAN - FIRST FLOOR - 1A
T-102 PARTIAL COMMUNICATION PLAN - FIRST FLOOR - 1B
T-103 PARTIAL COMMUNICATION PLAN - FIRST FLOOR - 1C
T-104 PARTIAL COMMUNICATION PLAN - FIRST FLOOR - 1D
T-105 PARTIAL COMMUNICATION PLAN - FIRST FLOOR - 1E
T-106 PARTIAL COMMUNICATION PLAN - FIRST FLOOR - 1F
T-120 OVERALL COMMUNICATIONS PLAN - SECOND FLOOR
T-121 PARTIAL COMMUNICATION PLAN - SECOND FLOOR - 2A
T-122 PARTIAL COMMUNICATION PLAN - SECOND FLOOR- 2B
T-130 OVERALL WIRELESS HEAT MAP PLAN - FIRST FLOOR
T-131 OVERALL WIRELESS HEAT MAP PLAN - SECOND FLOOR
T-201 RACK ELEVATIONS - FIRST FLOOR
T-202 RACK ELEVATIONS - FIRST FLOOR
T-203 RACK ELEVATIONS - SECOND FLOOR
T-401 ENLARGED COMMUNICATIONS PLANS - FIRST FLOOR
T-402 ENLARGED COMMUNICATIONS PLANS - SECOND FLOOR
T-501 OUTLET DETAILS
T-502 MAINTENENCE HOLE DETAILS
T-503 CABLE TRAY DETAILS
T-504 GROUNDING AND BONDING DETAILS
T-505 INTERCOM, PA AND CLOCK DETAILS
T-601 COMMUNICATION ONE-LINE DIAGRAM
T-701 PATCH PANEL SCHEDULES - MTR 1090 - R1
T-702 PATCH PANEL SCHEDULES - MTR 1090 - R1
T-703 PATCH PANEL SCHEDULES - MTR 1090 - R2
T-704 PATCH PANEL SCHEDULES - TR 1190 - R1
T-705 PATCH PANEL SCHEDULES - TR 1190 - R1
T-706 PATCH PANEL SCHEDULES - TR 1190 - R2
T-707 PATCH PANEL SCHEDULES - TR 1190 - R3
T-708 PATCH PANEL SCHEDULES - TR 1190 - R3 AND R4
T-709 PATCH PANEL SCHEDULES - TR 2110 - R1
T-710 PATCH PANEL SCHEDULES - TR 2110 - R2
T-711 PATCH PANEL SCHEDULES - TR 2020 - R1
T-712 PATCH PANEL SCHEDULES - TR 2020 - R2
TY130 OVERALL SECURITY PLAN - ROOF - ESS ROUGH IN
SECURITY
TY001 SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES
TY010 SECURITY SITE PLAN - ESS ROUGH IN
TY100 OVERALL SECURITY PLAN - FIRST FLOOR - ESS ROUGH IN
TY101 PARTIAL SECURITY PLAN - FIRST FLOOR - 1A - ESS ROUGH IN
TY102 PARTIAL SECURITY PLAN - FIRST FLOOR - 1B - ESS ROUGH IN
TY103 PARTIAL SECURITY PLAN - FIRST FLOOR - 1C - ESS ROUGH IN
TY104 PARTIAL SECURITY PLAN - FIRST FLOOR - 1D - ESS ROUGH IN
TY105 PARTIAL SECURITY PLAN - FIRST FLOOR - 1E - ESS ROUGH IN
TY106 PARTIAL SECURITY PLAN - FIRST FLOOR - 1F - ESS ROUGH IN
TY120 OVERALL SECURITY PLAN - SECOND FLOOR - ESS ROUGH IN
TY121 PARTIAL SECURITY PLAN - SECOND FLOOR - 2A - ESS ROUGH IN
TY122 PARTIAL SECURITY PLAN - SECOND FLOOR - 2B - ESS ROUGH IN
TY131 PARTIAL SECURITY PLAN - ROOF - 3A - ESS ROUGH IN
TY132 PARTIAL SECURITY PLAN - ROOF - 3B - ESS ROUGH IN
TY133 PARTIAL SECURITY PLAN - ROOF - 3C - ESS ROUGH IN
TY134 PARTIAL SECURITY PLAN - ROOF - 3D - ESS ROUGH IN
TY135 PARTIAL SECURITY PLAN - ROOF - 3E - ESS ROUGH IN
TY136 PARTIAL SECURITY PLAN - ROOF - 3F - ESS ROUGH IN
TY201 ACS ENCLOSURE ELEVATIONS - ESS ROUGH IN
TY401 ENLARGED SECURITY PLANS - ESS ROUGH IN
TY501 SECURITY DETAILS - ESS ROUGH IN
TY502 SECURITY DOOR DETAILS - ESS ROUGH IN
TY503 SECURITY DOOR DETAILS - ESS ROUGH IN
AUDIO VISUAL
AV001 AV SYSTEMS TITLE PAGE
AV101 AUDIOVISUAL SYSTEMS FLOOR PLAN - AREA A1
AV102 AUDIOVISUAL SYSTEMS FLOOR PLAN - AREA B1
AV103 AUDIOVISUAL SYSTEMS FLOOR PLAN - AREA C1
AV104 AUDIOVISUAL SYSTEMS FLOOR PLAN - AREA A2
AV105 AUDIOVISUAL SYSTEMS FLOOR PLAN - ADMIN & BROADCAST ENLARGED
AV106 AUDIOVISUAL SYSTEMS FLOOR PLAN - MULTIPURPOSE ROOM ENLARGED
AV301 DISPLAYS CONNECTIVITY DIAGRAMS
AV302 BROADCAST STUDIO AND FLEX ROOM SYSTEMS LINE DIAGRAM
AV303 AV NETWORK CONNECTIVITY DIAGRAM
AV401 BROADCAST / FLEX ROOM AND TR 1090 RACK ELEVATIONS
Sheet Number Sheet Name Current Revision
Current Revision
Description Current Revision Date
ELECTRICAL
E-001 ELECTRICAL SYMBOLS AND ABBREVIATIONS
E-002 ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS
ES100 ELECTRICAL SITE PLAN - OVERALL
ES101 ELECTRICAL SITE PLAN - AREA A
ES102 ELECTRICAL SITE PLAN - AREA B
ES103 ELECTRICAL SITE PLAN - AREA C
EL100 FIRST FLOOR LIGHTING PLAN - OVERALL
EL101 FIRST FLOOR LIGHTING PLAN - AREA 1A
EL102 FIRST FLOOR LIGHTING PLAN - AREA 1B
EL103 FIRST FLOOR LIGHTING PLAN - AREA 1C
EL104 FIRST FLOOR LIGHTING PLAN - AREA 1D
EL105 FIRST FLOOR LIGHTING PLAN - AREA 1E
EL106 FIRST FLOOR LIGHTING PLAN - AREA 1F
EL120 SECOND FLOOR LIGHTING PLAN - OVERALL
EL121 SECOND FLOOR LIGHTING PLAN - AREA 2A
EL122 SECOND FLOOR LIGHTING PLAN - AREA 2B
EL123 SECOND FLOOR LIGHTING PLAN - AREA 2D
EL124 SECOND FLOOR LIGHTING PLAN - AREA 2E
EP100 FIRST FLOOR POWER PLAN - OVERALL
EP101 FIRST FLOOR POWER PLAN - AREA 1A
EP102 FIRST FLOOR POWER PLAN - AREA 1B
EP103 FIRST FLOOR POWER PLAN - AREA 1C
EP104 FIRST FLOOR POWER PLAN - AREA 1D
EP105 FIRST FLOOR POWER PLAN - AREA 1E
EP106 FIRST FLOOR POWER PLAN - AREA 1F
EP120 SECOND FLOOR POWER PLAN - OVERALL
EP121 SECOND FLOOR POWER PLAN - AREA 2A
EP122 SECOND FLOOR POWER PLAN - AREA 2B
EP123 SECOND FLOOR POWER PLAN - AREA 2D
EP124 SECOND FLOOR POWER PLAN - AREA 2E
EG100 ROOF POWER AND GROUNDING PLAN - OVERALL
EG101 ROOF POWER AND GROUNDING PLAN - AREA A
EG102 ROOF POWER AND GROUNDING PLAN - AREA B
EG103 ROOF POWER AND GROUNDING PLAN - AREA C
EG104 ROOF POWER AND GROUNDING PLAN - AREA D
EG105 ROOF POWER AND GROUNDING PLAN - AREA E
EG106 ROOF POWER AND GROUNDING PLAN - AREA F
E-401 ENLARGED POWER PLANS
E-402 ENLARGED POWER PLANS
E-403 CANOPY LIGHTING PLANS
E-404 ENLARGED ELECTRICAL PLAN - STAGE
E-405 ENLARGED POWER KITCHEN 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 ONE-LINE DIAGRAM
E-602 ONE-LINE DIAGRAM
E-603 GROUNDING RISER DIAGRAM
E-701 LUMINAIRE SCHEDULE
E-702 FEEDER SCHEDULE
E-703 LIGHTING CONTROL SCHEDULE
E-704 RECEPTACLE CONTROL SCHEDULE
E-705 PANEL SCHEDULES
E-706 PANEL SCHEDULES
E-707 PANEL SCHEDULES
E-708 PANEL SCHEDULES
E-709 PANEL SCHEDULES
E-710 PANEL SCHEDULES
E-711 PANEL SCHEDULES
E-712 PANEL SCHEDULES
E-713 PANEL SCHEDULES
E-714 PANEL SCHEDULES
E-720 ELECTRICAL SCHEDULES
E-721 ELECTRICAL SCHEDULES
E-722 KITCHEN SCHEDULES
Sheet Number Sheet Name Current Revision
Current Revision
Description Current Revision Date
MECHANICAL
M-001 LEGEND AND GENERAL NOTES
M-814 LEGEND AND GENERAL NOTES
M-002 OVERALL FIRST FLOOR FLOOR PLAN - HVAC ZONING
M-003 OVERALL SECOND FLOOR PLAN - HVAC ZONING
MS-100 PIPING PLAN - SITE PLAN
M-100 DUCTWORK PLAN - FIRST FLOOR - OVERALL
M-101 DUCTWORK PLAN - FIRST FLOOR - AREA 1A
M-102 DUCTWORK PLAN - FIRST FLOOR - AREA 1B
M-103 DUCTWORK PLAN - FIRST FLOOR - AREA 1C
M-104 DUCTWORK PLAN - FIRST FLOOR - AREA 1D
M-105 DUCTWORK PLAN - FIRST FLOOR - AREA 1E
M-106 DUCTWORK PLAN - FIRST FLOOR - AREA 1F
M-120 DUCTWORK PLAN - SECOND FLOOR - OVERALL
M-121 DUCTWORK PLAN - SECOND FLOOR - AREA 2A
M-122 DUCTWORK PLAN - SECOND FLOOR - AREA 2B
M-123 DUCTWORK PLAN - SECOND FLOOR - AREA 2C
M-124 DUCTWORK PLAN - SECOND FLOOR - AREA 2D
M-125 DUCTWORK PLAN - SECOND FLOOR - AREA 2E
M-126 DUCTWORK PLAN - SECOND FLOOR - AREA 2F
M-130 HVAC - ROOF PLAN - OVERALL
M-160 PIPING PLAN - FIRST FLOOR - OVERALL
M-161 PIPING PLAN - FIRST FLOOR - AREA 1A
M-162 PIPING PLAN - FIRST FLOOR - AREA 1B
M-163 PIPING PLAN - FIRST FLOOR - AREA 1C
M-164 PIPING PLAN - FIRST FLOOR - AREA 1D
M-165 PIPING PLAN - FIRST FLOOR - AREA 1E
M-166 PIPING PLAN - FIRST FLOOR - AREA 1F
M-170 PIPING PLAN - SECOND FLOOR - OVERALL
M-171 PIPING PLAN - SECOND FLOOR - AREA 2A
M-172 PIPING PLAN - SECOND FLOOR - AREA 2B
M-173 PIPING PLAN - SECOND FLOOR - AREA 2C
M-174 PIPING PLAN - SECOND FLOOR - AREA 2D
M-175 PIPING PLAN - SECOND FLOOR - AREA 2E
M-180 PIPING PLAN - ROOF PLAN - OVERALL
M-301 HVAC SECTIONS
M-302 HVAC SECTIONS
M-303 HVAC SECTIONS
M-401 HVAC ENLARGED PLANS
M-402 HVAC ENLARGED PLANS
M-403 KITCHEN ENLARGED PLAN
M-501 HVAC DETAILS
M-502 HVAC DETAILS
M-503 HVAC DETAILS
M-504 HVAC DETAILS
M-505 HVAC DETAILS
M-506 HVAC DETAILS
M-507 HVAC DETAILS
M-601 HVAC SCHEDULES
M-602 HVAC SCHEDULES
M-603 HVAC SCHEDULES
M-701 CONDENSER WATER SYSTEM DIAGRAM
M-702 AIRFLOW BALANCE DIAGRAM
M-801 CONTROL DIAGRAM ABBREVIATIONS AND SYMBOLS
M-802 CONTROL POINTS SCHEDULE INSTRUCTIONS
M-803 CONTROL DIAGRAMS
M-804 CONTROL DIAGRAMS
M-805 CONTROL DIAGRAMS
M-806 CONTROL DIAGRAMS
M-807 CONTROL DIAGRAMS
M-808 POINTS SCHEDULE
M-809 POINTS SCHEDULE
M-810 POINTS SCHEDULE
M-811 POINTS SCHEDULE
M-812 SEQUENCE OF OPERATION
M-813 SEQUENCE OF OPERATION
Sheet Number Sheet Name Current Revision
Current Revision
Description Current Revision Date
GENERAL
G-000-6 COVER SHEET - VOLUME 6
G-001 SHEET INDEX VOLUME 1
G-002 SHEET INDEX VOLUME 2
G-003 SHEET INDEX VOLUME 3
G-004 SHEET INDEX VOLUME 4
G-005 SHEET INDEX VOLUME 5
G-006 SHEET INDEX VOLUME 6
AR96440
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_P la ns _V ol 3-
A. GENERAL BUILDING AND DESIGN CODES:
1. THE INTERNATIONAL BUILDING CODE 2018
2. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) MINIMUM DESIGN LOADS
FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16)
3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL OF STEEL
CONSTRUCTION AND CODE OF STANDARD PRACTICE (AISC 360-16)
4. AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE REQUIREMENTS
FOR STRUCTURAL CONCRETE (ACI 318-14)
5. THE MASONRY SOCIETY (TMS) BUILDING CODE FOR MASONRY
STRUCTURES (TMS 402-2016)
6. CONCRETE REINFORCING AND STEEL INSTITUTE (CRSI) MANUAL OF
STANDARD PRACTICE, 29TH EDITION
7. STEEL DECK INSTITUTE (SDI) CODE OF RECOMMENDED STANDARD
PRACTICE FOR COMPOSITE DECK, FORM DECKS, AND ROOF DECK
CONSTRUCTION (SDI RD 2017, SDI-C 2017)
8. STEEL JOIST INSTITUTE (SJI) RECOMMENDED CODE OF STANDARD
PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS (SJI 100-15)
B. ADDITIONAL DESIGN CRITERIA, GUIDANCE, AND COMMENTARIES:
1. UNIFIED FACILITIES CRITERIA 1-200-01 – GENERAL BUILDING
REQUIREMENTS, OCTOBER 8, 2019
2. UNIFIED FACILITIES CRITERIA 3-301-01 – STRUCTURAL ENGINEERING,
OCTOBER 1, 2019
3. UNIFIED FACILITIES CRITERIA 4-010-01 – MINIMUM ANTI-TERRORISM
STANDARDS FOR BUILDINGS, DECEMBER 12, 2018
C. DESIGN LOADS:
1. DEAD LOADS
a. AN ALLOWANCE OF 10 PSF HAS BEEN MADE FOR HANGING CEILING AND
MECHANICAL EQUIPMENT LOADS SUCH AS DUCT WORK AND
SPRINKLER PIPES.
b. AN ALLOWANCE OF 6 PSF HAS BEEN PROVIDED AS A UNIFORMLY
DISTRIBUTED CONSTRUCTION DEAD LOAD TO ACCOUNT FOR THE
ADDITIONAL WEIGHT OF CONCRETE PONDING DUE TO SLAB SURFACE
ELEVATION REQUIREMENTS IN UNSHORED CONSTRUCTION.
c. AT OFFICES, A 15 PSF ALLOWANCE FOR PARTITIONS HAS BEEN
INCLUDED IN THE SUPERIMPOSED DEAD LOADS. REFER TO S-005 FOR
ADDITIONAL INFORMATION.
2. LIVE LOADS:
a. AN ALLOWANCE OF 20 PSF HAS BEEN PROVIDED FOR CONSTRUCTION
LIVE LOADS, TO INCLUDE ANY MATERIAL, PERSONNEL, EQUIPMENT OR
OTHER ITEMS REQUIRED DURING CONSTRUCTION BEFORE THE
STRUCTURE IS IN ITS FINAL STATE.
b. DESIGN LIVE LOADS ARE BASED ON THE MORE RESTRICTIVE OF THE
UNIFORM LOAD OR THE CONCENTRATED LOAD LISTED ACTING OVER
AN AREA OF 2.5 SQUARE FEET, OR 20 SQUARE INCHES (FOR PARKING
GARAGES), OR 4 SQUARE INCHES (FOR STAIR TREADS).
UNIFORM CONCENTRATED
1. ASSEMBLY AREAS 100 PSF
A. STAGE FLOORS 150 PSF
2. CORRIDORS
A. FIRST FLOOR 100 PSF
B. OTHER FLOORS 80 PSF
3. DINING AREAS 100 PSF
4. GALLEYS/KITCHENS 250 PSF
5. LIBRARIES 150 PSF 1000 LBS
6. MECHANICAL ROOMS 125 PSF EQUIPMENT LOADS
7. OFFICES 50 PSF 2000 LBS
8. GYMNASIUM 100 PSF
9. ROOFS 20 PSF 300 LBS
10. CLASSROOMS 40 PSF 1000 LBS
11. STAIRS/EXITS 100 PSF 300 LBS
c. REDUCTION OF LIVE LOADS:
1. LIVE LOADS HAVE BEEN REDUCED IN DESIGNS USING THE
STANDARD PROCEDURE FROM THE BUILDING CODE.
2. FOR LIVE LOADS EXCEEDING 100 PSF, NO REDUCTION HAS BEEN
MADE EXCEPT AS PERMITTED BY CODE FOR ELEMENTS
SUPPORTING TWO OR MORE FLOORS.
d. REFER TO S-005 FOR LOAD KEY PLANS IDENTIFYING APPLICABLE AREAS
OF LIVE LOAD CATEGORIES.
3. RAIN LOADS:
a. 100-YEAR 1-HOUR RAINFALL INTENSITY: 3.25 IN/HOUR
b. DESIGN RAIN LOAD: 41.6 PSF (6" STATIC HEAD, 2" HYDRAULIC HEAD)
4. WIND LOADS:
a. ULTIMATE DESIGN WIND SPEED (3 SECOND GUST) – 111 MPH
b. NOMINAL DESIGN WIND SPEED (3-SECOND GUST) – 86 MPH
c. BUILDING RISK CATEGORY: III
d. WIND EXPOSURE CATEGORY: C
e. ENCLOSURE CLASSIFICATION: ENCLOSED
f. INTERNAL PRESSURE COEFFICIENT - GCpi = +/- 0.18
g. REFER TO S-004 FOR COMPONENTS AND CLADDING DIAGRAMS.
5. SNOW LOADS:
a. GROUND SNOW LOAD (Pg): 15 PSF
b. FLAT ROOF SNOW LOAD (Pf): 16.5 PSF
c. SNOW LOAD IMPORTANCE FACTOR (Is): 1.1
d. SNOW EXPOSURE FACTOR (Ce): 0.9
e. BUILDING THERMAL FACTOR (Ct): 1.0
f. FROST PENETRATION DEPTH: 32"
6. SEISMIC LOADS:
a. SHORT-PERIOD SPECTRAL ACCELERATION (Ss): 0.209g
b. ONE-SECOND SPECTRAL ACCELERATION (S1): 0.108g
c. SEISMIC SITE CLASS: D
d. SHORT-PERIOD SITE COEFFICIENT (Fa): 1.6
e. ONE-SECOND SITE COEFFICIENT (Fv): 2.384
f. SHORT-PERIOD SPECTRAL RESPONSE COEFFICIENT (Sds): 0.223
g. ONE-SECOND SPECTRAL RESPONSE COEFFICIENT (Sd1): 0.172
h. SEISMIC IMPORTANCE FACTOR: 1.25
i. SEISMIC DESIGN CATEGORY: C
j. BASIC SEISMIC FORCE RESISTING SYSTEMS:
1. STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC
RESISTANCE
A. SEISMIC REDUNDANCY FACTOR (rho): 1.0 B. SEISMIC RESPONSE COEFFICIENT (Cs): 0.093 C. TOTAL BUILDING WEIGHT (W, kips): 16700
a. WEIGHT INCLUDES STRUCTURAL
SLAB AT GRADE
D. RESPONSE MODIFICATION FACTOR (R): 3
E. SYSTEM OVERSTRENGTH FACTOR (Omega-O): 3 F. DEFLECTION AMPLIFICATION FACTOR (Cd): 3
k. DESIGN SEISMIC BASE SHEAR (kips): 1560
1. BASE SHEAR INCLUDES STRUCTURAL
SLAB AT GRADE
l. PLAN STRUCTURAL IRREGULARITIES:
1. DIAPHRAGM DISCONTINUITY
2. OUT-OF-PLANE OFFSET IRREGULARITY
m. VERTICAL STRUCTURAL IRREGULARITIES:
1. NONE APPLICABLE
n. ANALYTICAL PROCEDURE:EQUIVALENT LATERAL FORCE (ELF)
D. SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST
BE USED IN CONJUNCTION WITH THE DRAWINGS. WHERE CONFLICTS EXIST IN
THE STRUCTURAL CONTRACT DOCUMENTS, THE STRICTEST OF ALL
REQUIREMENTS AS INDICATED BY THE CONTRACTING OFFICER'S
REPRESENTATIVE SHALL GOVERN.
GENERAL NOTES
E. VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING WORK
OR FABRICATING MATERIALS. NOTIFY CONTRACTING OFFICER'S
REPRESENTATIVE OF DISCREPANCIES BEFORE PROCEEDING WITH ANY PHASE
OF WORK. CONTRACTOR SHALL ENSURE THAT EXISTING AND ADJACENT
BUILDINGS AND PROPERTY ARE NOT DAMAGED DURING CONSTRUCTION.
VERIFY THE LOCATION OF CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES,
DEPRESSIONS, PADS, AND WALL OPENINGS.
F. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF ESTABLISHING DIMENSIONS.
G. DETAIL LABELS CONTAINING "TYPICAL”, OR “TYP” ON DRAWINGS APPLY TO
SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR
TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETHER OR NOT
DETAILS ARE REFERENCED AT EACH LOCATION. NOTIFY CONTRACTING
OFFICER'S REPRESENTATIVE OF CONFLICTS REGARDING APPLICABILITY OF
"TYPICAL DETAILS".
H. THE STRUCTURE, IN ITS FINAL COMPLETED STATE, HAS BEEN DESIGNED FOR
THE LOADS IDENTIFIED WITHIN THESE STRUCTURAL DRAWINGS. THE
CONTRACTOR SHALL ENSURE THAT THE STRUCTURE IS NOT OVERLOADED
DURING THE CONSTRUCTION PROCESS. CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING THE ADEQUACY OF THE AS-BUILT STRUCTURE
TO SUPPORT ANY APPLIED CONSTRUCTION LOADING, INCLUDING BUT NOT
LIMITED TO THOSE DUE TO VEHICLES, EQUIPMENT, MATERIAL
HANDLING/STORAGE, SHORING, RESHORING, OR ANY OTHER ITEMS NOT
ENUMERATED RELATED TO CONSTRUCTION ACTIVITIES. THE CONTRACTOR
SHALL SUBMIT CALCULATIONS SIGNED AND SEALED BY AN ENGINEER IN THE
STATE OF THE PROJECT THAT VALIDATE THE ADEQUACY OF THE AS-BUILT
SYSTEM FOR ANY PROPOSED LOADS IN EXCESS OF THOSE NOTED IN THESE
DRAWINGS.
I. THE CONTRACT STRUCTURAL DOCUMENTS REPRESENT THE FINISHED
STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND
METHODS OF CONSTRUCTION. PROVIDE ALL MEASURES REQUIRED TO
PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DURING
CONSTRUCTION INCLUDING BRACING, SHORING FOR CONSTRUCTION
EQUIPMENT, SHORING FOR THE BUILDING, FORMS AND SCAFFOLDING,
SHORING OF RETAINING WALLS AND OTHER TEMPORARY SUPPORTS AS
REQUIRED.
J. PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON DRAWINGS.
EXAMINE THE DRAWINGS OF ALL OTHER PROJECT DISCIPLINES FOR ANY
REQUIRED OPENINGS AND PROVIDE FRAMING OR REINFORCEMENT AS
REQUIRED FOR THOSE OPENINGS WHETHER EXPLICITLY SHOWN ON THE
STRUCTURAL DRAWINGS OR NOT. VERIFY SIZE AND LOCATION OF OPENINGS
WITH THE RELEVANT DISCIPLINE SUBCONTRACTORS. DEVIATIONS FROM THE
OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE APPROVED
PRIOR TO IMPLEMENTING THE CHANGES. SUBMIT ALL ANTICIPATED OPENINGS
THROUGH THE STRUCTURE TO THE CONTRACTING OFFICER'S
REPRESENTATIVE FOR REVIEW.
K. DO NOT CUT OR DRILL THROUGH EXISTING REINFORCING OR TENDONS. USE
GPR TO LOCATE REINFORCING OR CABLE TENDONS AT AREAS REQUIRING
CUTTING OR CORING PRIOR TO START OF CONSTRUCTION. SUBMIT
CONFLICTS FOR REVIEW BY THE CONTRACTING OFFICER'S REPRESENTATIVE.
L. THE STRUCTURE HAS BEEN DESIGNED TO RESIST THE REQUIRED CODE
VERTICAL AND LATERAL FORCES IN THE FINAL, COMPLETED STATE ONLY. THE
ABILITY OF THE STRUCTURE TO RESIST THESE FORCES RELIES UPON THE
COMPLETE INSTALLATION OF THE GRAVITY- AND LATERAL-FORCE RESISTING
SYSTEMS NOTED BELOW:
1. GRAVITY-FORCE RESISTING SYSTEM: STEEL COLUMNS, COMPOSITE
AND NON-COMPOSITE STEEL
BEAMS, AND JOIST FRAMING
2. LATERAL-FORCE RESISTING SYSTEM: STEEL BRACED FRAMES AND
STEEL MOMENT FRAMES
3. DIAPHRAGM SYSTEM: COMPOSITE DECK AND METAL
ROOF DECK
GENERAL NOTES CONTINUED
A. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL INVESTIGATION
REPORT BY THE U.S. ARMY CORPS OF ENGINEERS, LOUISVILLE DISTRICT,
DATED JULY 29, 2020 TITLED "GEOTECHNICAL EVALUATION REPORT, VAN
VOORHIS-MUDGE SCHOOL RELOCATION".
B. DEEP FOUNDATIONS
1. DRILLER PIER FOUNDATION DESIGN VALUES
a. 30"Ø DRILLED PIER CAPACITY (ASD)
A. COMPRESSION: 245 KIPS
B. TENSION: 113 KIPS
C. LATERAL: 19 KIPS
b. 36"Ø DRILLED PIER CAPACITY (ASD)
A. COMPRESSION: 353 KIPS
B. TENSION: 113 KIPS
C. LATERAL: 19 KIPS
c. 42"Ø DRILLED PIER CAPACITY (ASD)
A. COMPRESSION: 480 KIPS
B. TENSION: 158 KIPS
C. LATERAL: 19 KIPS
2. FOR THE PURPOSES OF BIDDING, IT SHALL BE ASSUMED THAT THE
AVERAGE DRILLED PIER LENGTH IS 60 FEET. OF THE 60 FOOT LENGTH, A
DISTANCE OF 25 FEET SHALL BE ASSUMED TO BE THROUGH WEATHERED
ROCK; THE REMAINING DISTANCE SHALL BE ASSUMED THROUGH CLAY.
3. A PERMANENT CASING SHALL BE PROVIDED AT EACH DRILLED PIER DUE TO
THE PRESENCE OF NUMEROUS VOIDS WITHIN THE WEATHERED
LIMESTONE LAYER. CASING THICKNESS SHALL BE DETERMINED BY THE
CONTRACTOR'S GETOECHNICAL ENGINEER TO RESIST ALL APPLIED
FORCES.
4. LENGTH OF DRILLED PIERS:
A. DRILLED PIERS SHALL EXTEND TO A COMPETENT BEARING SURFACE AS
DETERMINED BY THE SPECIAL INSPECTOR AND, WHEN REQUIRED, BY
THE CONTRACTING OFFICER'S REPRESENTATIVE.
a. ALL DRILLED PIERS SHALL BE SOCKETED INTO COMPETENT ROCK A
MINIMUM OF 2'-0".
C. AT GRADE BEAMS AND UNDER THE STRUCTURAL SLAB AT GRADE, CONCRETE
SHALL BE CAST OVER CARTON FORMS (OR VOID FORMS). FORMS SHALL HAVE
A THICKNESS OF AT LEAST 6". DIRECTLY BELOW THE VOID FORMS, THE
SUBGRADE SHALL CONSIST OF 2" OF MANUFACTURED SAND ON TOP OF 8" OF
CLEAN COMPACTED CRUSHED STONE (OR KYTC DGA). CONTRACTOR SHALL
COORDINATE GRAVEL LAYER WITH THE RADON SYSTEM AS REQUIRED BY THE
PLUMBING DRAWINGS.
D. CONTRACTOR SHALL COORDINATE CONCRETE POUR AND VOID FORM
PLACEMENT SCHEDULES WITH THE MOISTURE REQUIREMENTS OF THE VOID
FORMS TO AVOID DAMAGE TO THE FORMS. VOID FORMS DAMAGED BY
MOISTURE MUST BE REPLACED PRIOR TO CONCRETE POURS.
E. SOIL RETENTION SYSTEMS
1. RETAINING WALLS
a. ACTIVE SOIL PRESSURE: 40 PSF PER FOOT OF DEPTH
b. PASSIVE SOIL PRESSURE: 360 PSF PER FOOT OF DEPTH
c. WALLS HAVE BEEN DESIGNED FOR 100 PSF SURCHARGE LOAD
EQUIVALENT TO AN ADDITIONAL LATERAL PRESSURE OF 33 PSF/FOOT
OF DEPTH.
d. DESIGN PRESSURES SPECIFIED ABOVE ARE BASED ON DRAINED
BACKFILL.
FOUNDATION NOTES
F. PROTECT PIPES AND CONDUITS RUNNING THRU WALLS AND SLABS WITH 1/2
INCH EXPANSION MATERIAL WRAPPED ALL AROUND.
G. MAINTAIN SUBGRADE AND FILL MOISTURE CONTENT UNTIL FOUNDATIONS ARE
PLACED.
H. ARRANGE FOR INDEPENDENT TESTING AGENCY TO MONITOR CUT AND FILL
OPERATIONS AND PERFORM FIELD DENSITY AND MOISTURE CONTENT TESTS
TO VERIFY COMPACTION AND APPROVE FOOTING SUBGRADE PRIOR TO
PLACING CONCRETE.
I. DO NOT PLACE FOOTINGS OR SLABS AGAINST SUBGRADE CONTAINING FREE
WATER, FROST, OR ICE.
J. MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION TO ENSURE
SURFACE RUNOFF AWAY FROM STRUCTURES AND TO PREVENT PONDING
NEAR THE STRUCTURES. IT IS THE CONTRACTOR’S RESPONSIBILITY TO
DETERMINE DEWATERING OPERATIONS REQUIRED FOR EXCAVATIONS ON THE
PROJECT. CONTRACTOR SHALL SUBMIT THE DEWATERING PLAN TO THE
CONTRACTING OFFICER FOR REVIEW PRIOR TO BEGINNING EXCAVATION.
BACKFILL AGAINST FOUNDATIONS AND GRADE BEAMS AS SOON AS PRACTICAL.
PUMP WATER OUT OF OPEN EXCAVATIONS IF FLOODING PRIOR TO
BACKFILLING.
K. FORM SIDES OF GRADE BEAMS STRAIGHT AND TO SPECIFIED DIMENSIONS.
EARTH FORMS WILL NOT BE PERMITTED.
L. REFER TO CIVIL DRAWINGS FOR BUILDING PERIMETER FRENCH DRAIN WHERE
APPLICABLE.
M. EARTHWORK: ALL DEBRIS, VEGETATION AND TOPSOIL CONTAINING ORGANIC
MATERIALS SHALL BE CLEARED AND GRUBBED FROM THE BUILDING SITE.
AFTER REMOVAL OF VEGETATION AND EXCAVATION, THE EXPOSED SURFACE
SHALL BE PROOF ROLLED AND ANY COMPRESSIBLE MATERIAL SHALL BE
REMOVED OR IMPROVED BY DENSIFICATION AS RECOMMENDED FOR
COMPACTED FILL BELOW FOUNDATIONS. AFTER COMPLETION OF PROOF
ROLLING THE SURFACE SHALL BE SCARIFIED FOR A MINIMUM DEPTH OF SIX
INCHES AND RECOMPACTED AS PER COMPACTION NOTE.
N. COMPACTION: SELECT FILL REQUIRED BENEATH THE GRADE SLAB SHALL BE
PLACED IN SIX INCH TO EIGHT INCH THICK LOOSE LIFTS AND COMPACTED TO A
MINIMUM OF 95 PERCENT OF MAXIMUM DRY DENSITY AT OR SLIGHTLY ABOVE
ITS OPTIMUM MOISTURE AS DETERMINED BY THE MODIFIED PROCTOR
METHOD, ASTM SPECIFICATION D1557.
FOUNDATION NOTES CONTINUED
CAST-IN-PLACE CONCRETE NOTES
A. PROVIDE CONCRETE IN CONFORMANCE WITH THE REQUIREMENTS OF THE
CONCRETE MIX DESIGN SCHEDULE ON S-601 UNLESS NOTED OTHERWISE ON
THE DRAWINGS OR SPECIFICATIONS. PROVIDE BATCH MIXING,
TRANSPORTATION, PLACING AND CURING OF CONCRETE IN ACCORDANCE
WITH RECOMMENDATIONS OF ACI 301, ACI 318 AND ASTM C94. USE TYPE I
PORTLAND CEMENT UNLESS OTHERWISE NOTED. PROVIDE ADMIXTURES AND
SPECIAL REQUIREMENTS AS SPECIFIED.
B. UNLESS NOTED OTHERWISE, CONCRETE MUST REACH THE FOLLOWING
PERCENTAGE OF ITS 28-DAY COMPRESSIVE STRENGTH (f’c) BEFORE FORMS
MAY BE REMOVED:
1. WALLS, COLUMNS, AND BEAM SIDES – 40 PERCENT
2. BEAM BOTTOMS – 70 PERCENT
C. PROVIDE CONCRETE MIXES DESIGNED BY A QUALIFIED TESTING LABORATORY
FOR REVIEW AND APPROVAL BY THE CONTRACTING OFFICER'S
REPRESENTATIVE.
D. PROVIDE CONSTRUCTION AND CONTROL JOINTS AS INDICATED ON THE
DRAWINGS. HORIZONTAL CONSTRUCTION JOINTS ARE NOT ALLOWED UNLESS
SPECIFICALLY NOTED OR APPROVED BY THE CONTRACTING OFFICER'S
REPRESENTATIVE. NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE OF
ANY PROPOSED CONSTRUCTION JOINT OR CONTROL JOINT LOCATIONS WHICH
DEVIATE FROM THOSE INDICATED ON THE DRAWINGS. PROVIDE 6,000 SQUARE-
FOOT MAXIMUM AREA OF CONCRETE PLACEMENT IN THE SLAB BETWEEN
CONSTRUCTION JOINTS. PROVIDE 75-FOOT MAXIMUM SPACING OF
CONSTRUCTION JOINTS IN GRADE BEAMS AND SLAB ON GRADE. PROVIDE
GRADE BEAM CONSTRUCTION JOINTS WITHIN MIDDLE 1/3 OF SPAN WHEN
JOINTS ARE NECESSARY.
E. CHAMFER EXPOSED EDGES 3/4 INCH UNLESS NOTED OTHERWISE.
F. WIRE BRUSH AND CLEAN…
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