RTA DRAWINGS VOL4 of 4.pdf

US Army Corps of Engineers®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE, AL 36602

SOF SPECIAL TACTICS OPERATIONS FACILITY (23STS)

FTEV103005

HURLBURT FIELD

20 1

Y21001 21R 50

VOLUME 2 OF 4

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US Army Corps of Engineers Mobile District

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INDEX OF DRAWINGS

VOLUME 1 OF 4

SHEET

NO. SHEET DESCRIPTION

SHEET

NO. SHEET DESCRIPTION

CE102 INITIAL EROSION & SEDIMENT CONTROL PLAN

CE103 INITIAL EROSION & SEDIMENT CONTROL PLAN

CE104 INITIAL EROSION & SEDIMENT CONTROL PLAN

CE105 INITIAL EROSION & SEDIMENT CONTROL PLAN

CE106 INITIAL EROSION & SEDIMENT CONTROL PLAN

CE107 INITIAL EROSION & SEDIMENT CONTROL PLAN

CE108 INITIAL EROSION & SEDIMENT CONTROL PLAN

CE109 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE110 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE111 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE112 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE113 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE114 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE115 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE116 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE117 FINAL EROSION & SEDIMENT CONTROL PLAN

CE118 FINAL EROSION & SEDIMENT CONTROL PLAN

CE119 FINAL EROSION & SEDIMENT CONTROL PLAN

CE120 FINAL EROSION & SEDIMENT CONTROL PLAN

CE121 FINAL EROSION & SEDIMENT CONTROL PLAN

CE122 FINAL EROSION & SEDIMENT CONTROL PLAN

CE123 FINAL EROSION & SEDIMENT CONTROL PLAN

CE124 FINAL EROSION & SEDIMENT CONTROL PLAN

CE501 EROSION & SEDIMENT CONTROL DETAILS

CU001 OVERALL SITE UTILITY PLAN

CU101 SITE UTILITY LAYOUT PLAN

CU102 SITE UTILITY LAYOUT PLAN

CU103 SITE UTILITY LAYOUT PLAN

CU104 SITE UTILITY LAYOUT PLAN

CU105 SITE UTILITY LAYOUT PLAN

CU106 SITE UTILITY LAYOUT PLAN

CU107 SITE UTILITY LAYOUT PLAN

CU108 SITE UTILITY LAYOUT PLAN

CU109 HDD PLAN FOR COMMUNICATION BANK

CU201 STORM SEWER PROFILES

CU202 STORM SEWER PROFILES

CU203 STORM SEWER PROFILES

CU204 STORM SEWER PROFILES

CU205 SANITARY SEWER PROFILES

CU206 SANITARY SEWER PROFILES

CU207 SANITARY SEWER PROFILES

CU403 ADDITIVE ITEM NO 1 SITE UTILITY PLAN

CU404 ADDITIVE ITEM NO 4 & 5 SITE UTILITY PLAN

CU501 UTILITY DETAILS

CU502 UTILITY DETAILS

CU503 UTILITY DETAILS

CU504 SANITARY LIFT STATION DETAILS

CU505 SANITARY LIFT STATION DETAILS

CU506 SANITARY LIFT STATION DETAILS

CU507 UTILITY DETAILS

CU508 GREASE TRAP & DUMP STATION DETAIL

CU509 WASH RACK DETAILS

CU510 WASH RACK DETAILS

CU511 WASH RACK DETAILS

CU512 WASH RACK DETAILS

CU513 WASH RACK DETAILS

CU514 WASH RACK DETAILS

CU515 WASH RACK DETAILS

CU516 WASH RACK DETAILS

CU517 WASH RACK PERFORMANCE SPECIFICATIONS

04 - LANDSCAPE

L-001 LANDSCAPE NOTES & LEGEND

LP001 OVERALL LANDSCAPE PLANTING PLAN

LP101 LANDSCAPE PLANTING PLAN

LP102 LANDSCAPE PLANTING PLAN

LP103 LANDSCAPE PLANTING PLAN

LP104 LANDSCAPE PLANTING PLAN

LP105 LANDSCAPE PLANTING PLAN

LP106 LANDSCAPE PLANTING PLAN

LP107 LANDSCAPE PLANTING PLAN

LP108 LANDSCAPE PLANTING PLAN

LP401 LANDSCAPE PLANTING PLAN - ADDITIVE ITEM NO 1

LP402 LANDSCAPE PLANTING PLAN - ADDITIVE ITEM NO 5

LP501 LANDSCAPE PLANTING DETAILS

LS401 ENTRY PLAZA PAVING PLAN

LS501 LANDSCAPE SITE DETAILS

SHEET

NO. SHEET DESCRIPTION

01 - GENERAL

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

G-003 INDEX OF DRAWINGS

03 - CIVIL

C-001 SITE VICINITY MAP & PROJECT LOCATION MAP

C-002 GENERAL NOTES

C-003 GENERAL NOTES ABBREVIATIONS & LEGEND

VF001 OVERALL EXISTING SITE CONDITIONS PLAN

VF101 EXISTING SITE CONDITIONS PLAN

VF102 EXISTING SITE CONDITIONS PLAN

VF103 EXISTING SITE CONDITIONS PLAN

VF104 EXISTING SITE CONDITIONS PLAN

VF105 EXISTING SITE CONDITIONS PLAN

VF106 EXISTING SITE CONDITIONS PLAN

VF107 EXISTING SITE CONDITIONS PLAN

VF108 EXISTING SITE CONDITIONS PLAN

CD001 OVERALL SITE DEMOLITION PLAN

CD101 SITE DEMOLITION PLAN

CD102 SITE DEMOLITION PLAN

CD103 SITE DEMOLITION PLAN

CD104 SITE DEMOLITION PLAN

CD105 SITE DEMOLITION PLAN

CD106 SITE DEMOLITION PLAN

CD107 SITE DEMOLITION PLAN

CD108 SITE DEMOLITION PLAN

CD501 SITE DEMOLITION DETAILS

CS001 OVERALL SITE LAYOUT PLAN

CS101 SITE LAYOUT PLAN

CS102 SITE LAYOUT PLAN

CS103 SITE LAYOUT PLAN

CS104 SITE LAYOUT PLAN

CS105 SITE LAYOUT PLAN

CS106 SITE LAYOUT PLAN

CS107 SITE LAYOUT PLAN

CS108 SITE LAYOUT PLAN

CS201 ACCESS ROAD PROFILES

CS202 JOINTING PLAN

CS203 ACCESS ROAD PROFILES

CS401 RIGID PAVEMENT JOINTING PLAN

CS402 RIGID PAVEMENT JOINTING PLAN

CS403 ADDITIVE ITEM NO 1 SITE LAYOUT PLAN

CS404 ADDITIVE ITEM NO 4 & 5 SITE LAYOUT PLAN

CS501 MISCELLANEOUS SITE DETAILS

CS502 RIGID PAVEMENT DETAILS

CS503 MISCELLANEOUS SITE DETAILS

CS504 MISCELLANEOUS SITE DETAILS

CS505 HANDICAPPED PARKING DETAILS

CS506 FENCE DETAILS

CS507 VERTICAL PIVOT GATE DETAIL

CS508 ACCESS DRIVES CROSS SECTIONS

CS509 ACCESS DRIVES CROSS SECTIONS

CG001 OVERALL SITE GRADING AND DRAINAGE PLAN

CG101 SITE GRADING AND DRAINAGE PLAN

CG102 SITE GRADING AND DRAINAGE PLAN

CG103 SITE GRADING AND DRAINAGE PLAN

CG104 SITE GRADING AND DRAINAGE PLAN

CG105 SITE GRADING AND DRAINAGE PLAN

CG106 SITE GRADING AND DRAINAGE PLAN

CG107 SITE GRADING AND DRAINAGE PLAN

CG108 SITE GRADING AND DRAINAGE PLAN

CG401 RIGID PAVEMENT JOINTING PLAN GRADES

CG402 RIGID PAVEMENT JOINTING PLAN GRADES

CG403 ADDITIVE ITEM NO 1 SITE GRADING PLAN

CG404 ADDITIVE ITEM NO 4 & 5 SITE GRADING PLAN

CG405 RIGID PAVEMENT JOINTING PLAN - ADDITIVE ITEM NO 1

CG501 MISCELLANEOUS STORM SEWER DETAILS

CG502 MISCELLANEOUS STORM SEWER DETAILS

CG503 DETENTION BASIN DETAILS

CG504 DETENTION BASIN DETAILS

CG505 DETENTION BASIN DETAILS

CG506 DETENTION BASIN DETAILS

CE001 OVERALL EROSION & SEDIMENT CONTROL PLAN

CE002 EROSION & SEDIMENT CONTROL NOTES AND LEGEND SHEET

CE101 INITIAL EROSION & SEDIMENT CONTROL PLAN

SHEET

NO. SHEET DESCRIPTION

A-610 DOOR DETAILS

A-611 DOOR DETAILS

A-612 ARMORY PASS - THRU DETAILS

A-620 WINDOW TYPES

A-621 WINDOW DETAILS

A-622 WINDOW DETAILS

A-623 WINDOW DETAILS

A-630 LOUVER TYPES & DETAILS

A-640 VIEW PANEL & COUNTER SHUTTER TYPES & DETAILS

A-660 FINISH SCHEDULE

A-661 FINISH SCHEDULE LEGEND

A-680 EQUIPMENT SCHEDULE

A-701 ENLARGED ELEVATOR & STAIR 1 PLANS

A-702 ENLARGED STAIR 2 & 3 PLANS

A-710 ELEVATOR & STAIR 1 SECTIONS

A-711 STAIR 1 SECTIONS & DETAILS

A-712 STAIR 2 SECTIONS

A-713 STAIR 3 SECTIONS

A-720 STAIR DETAILS

A-721 ELEVATOR DETAILS

A-812 FIRST FLOOR RCP - BLOCK 1A

A-813 FIRST FLOOR RCP - BLOCK 1B

A-814 FIRST FLOOR RCP - BLOCK 1C

A-815 FIRST FLOOR RCP - BLOCK 1D

A-816 FIRST FLOOR RCP - BLOCK 1F

A-817 FIRST FLOOR RCP - BLOCK 1G

A-822 SECOND FLOOR RCP - BLOCK 2A

A-823 SECOND FLOOR RCP - BLOCK 2B

AF111 FLOOR PATTERN PLAN - FIRST FLOOR - COMPOSITE

AF112 FLOOR PATTERN PLAN - BLOCK 1A

AF113 FLOOR PATTERN PLAN - BLOCK 1B

AF114 FLOOR PATTERN PLAN - BLOCK 1C

AF115 FLOOR PATTERN PLAN - BLOCK 1D

AF116 FLOOR PATTERN PLAN - BLOCK 1F

AF117 FLOOR PATTERN PLAN - BLOCK 1G

AF118 FLOOR PATTERN PLAN - SECOND FLOOR - COMPOSITE

AF119 FLOOR PATTERN PLAN - BLOCK 2A

AF120 FLOOR PATTERN PLAN - BLOCK 2B

AG111 1ST FLOOR SIGNAGE PLAN

AG131 2ND FLOOR SIGNAGE PLAN

AG601 SIGN TYPES / SIGN DETAILS

AG602 SIGN MESSAGE SCHEDULE / SIGN TYPES

SHEET

NO. SHEET DESCRIPTION

S-606 COLUMN PEDESTAL DETAILS

S-607 COLUMN PEDESTAL DETAILS

06 - ARCHITECTURAL

A-001 ABBREVIATIONS & SYMBOLS

A-002 AIR BARRIER PLANS

A-003 AIR BARRIER SECTIONS

A-111 COMPOSITE FIRST FLOOR PLAN

A-112 FIRST FLOOR PLAN - BLOCK 1A

A-113 FIRST FLOOR PLAN - BLOCK 1B

A-114 FIRST FLOOR PLAN - BLOCK 1C

A-115 FIRST FLOOR PLAN - BLOCK 1D

A-116 FIRST FLOOR PLAN - BLOCK 1F

A-117 FIRST FLOOR PLAN - BLOCK 1G

A-121 COMPOSITE SECOND FLOOR PLAN

A-122 SECOND FLOOR PLAN - BLOCK 2A

A-123 SECOND FLOOR PLAN - BLOCK 2B

A-151 ROOF PLAN - COMPOSITE

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-210 ENLARGED EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-313 WALL SECTIONS

A-314 WALL SECTIONS

A-315 WALL SECTIONS

A-316 WALL SECTIONS

A-317 WALL SECTIONS

A-320 ENTRANCE CANOPY PLANS & DETAILS

A-321 ENTRANCE CANOPY SECTIONS

A-401 EQUIPMENT MOUNTING HEIGHTS & DETAILS

A-402 EQUIPMENT MOUNTING DETAILS

A-410 ENLARGED WET AREA PLANS & ELEVATIONS

A-411 ENLARGED WET AREA PLANS & ELEVATIONS

A-412 ENLARGED WET AREA PLANS & ELEVATIONS

A-413 ENLARGED WET AREA PLANS & ELEVATIONS

A-414 ENLARGED WET AREA PLANS & ELEVATIONS

A-415 ENLARGED WET AREA PLANS & ELEVATIONS

A-416 ENLARGED WET AREA PLANS & ELEVATIONS

A-430 ENLARGED PLANS & CASEWORK ELEVATIONS

A-435 CASEWORK DETAILS

A-440 INTERIOR ELEVATIONS

A-441 INTERIOR ELEVATIONS

A-443 INTERIOR ELEVATIONS

A-444 INTERIOR ELEVATIONS

A-450 ENLARGED WIRE MESH PARTITION PLANS & ELEVATIONS

A-451 ENLARGED WIRE MESH PARTITION PLANS

A-452 ENLARGED WIRE MESH PARTITION ELEVATIONS

A-501 EXTERIOR DETAILS

A-502 EXTERIOR DETAILS

A-503 EXTERIOR DETAILS

A-504 EXTERIOR DETAILS

A-505 EXTERIOR DETAILS

A-506 EXTERIOR DETAILS

A-540 TYPICAL INTERIOR FRAMING DETAILS

A-541 TYPICAL INTERIOR FRAMING DETAILS

A-542 INTERIOR DETAILS

A-543 INTERIOR DETAILS

A-544 INTERIOR DETAILS

A-545 INTERIOR DETAILS

A-550 INTERIOR WALL TYPES

A-551 INTERIOR WALL TYPES

A-552 INTERIOR WALL TYPES

A-553 INTERIOR WALL TYPES

A-554 INTERIOR WALL TYPES

A-560 INTERIOR COLUMN DETAILS

A-561 INTERIOR COLUMN DETAILS

A-562 INTERIOR COLUMN DETAILS

A-563 INTERIOR COLUMN DETAILS

A-601 DOOR SCHEDULE

A-602 DOOR SCHEDULE

A-603 DOOR SCHEDULE

A-605 DOOR, FRAME & THRESHOLD TYPES

SHEET

NO. SHEET DESCRIPTION

05-STRUCTURAL

S-001 GENERAL NOTES

S-002 ABBREVIATIONS & LEGEND

S-003 TYPICAL DETAILS

S-004 TYPICAL DETAILS

S-005 TYPICAL DETAILS

S-006 TYPICAL DETAILS

S-007 TYPICAL DETAILS

S-008 OPEN WEB JOIST UPLIFT DIAGRAM

S-009 TYPICAL DETAILS

S-101 FOUNDATION PLAN - COMPOSITE

S-102 FOUNDATION PLAN - BLOCK 1

S-103 FOUNDATION PLAN - BLOCK 2

S-104 FOUNDATION PLAN - BLOCK 3

S-105 FOUNDATION PLAN - BLOCK 4

S-106 FOUNDATION PLAN - BLOCK 5

S-107 FOUNDATION PLAN - BLOCK 6

S-111 FIRST FLOOR SLAB PLAN - COMPOSITE

S-112 FIRST FLOOR SLAB PLAN - BLOCK 1

S-113 FIRST FLOOR SLAB PLAN - BLOCK 2

S-114 FIRST FLOOR SLAB PLAN - BLOCK 3

S-115 FIRST FLOOR SLAB PLAN - BLOCK 4

S-116 FIRST FLOOR SLAB PLAN - BLOCK 5

S-117 FIRST FLOOR SLAB PLAN - BLOCK 6

S-121 LOW ROOF & SECOND FLOOR FRAMING PLAN - COMPOSITE

S-122 LOW ROOF FRAMING PLAN - BLOCK 1

S-123 LOW ROOF FRAMING PLAN - BLOCK 2

S-124 SECOND FLOOR FRAMING PLAN - BLOCK 3

S-125 SECOND FLOOR FRAMING PLAN - BLOCK 4

S-126 LOW ROOF FRAMING PLAN - BLOCK 5

S-127 LOW ROOF FRAMING PLAN - BLOCK 6 & 7

S-151 HIGH ROOF FRAMING PLAN

S-152 HIGH ROOF FRAMING PLAN

S-201 BRACED FRAME ELEVATIONS

S-202 BRACED FRAME ELEVATIONS

S-301 ELEVATIONS

S-401 ENLARGED PLANS

S-402 ENLARGED PLANS

S-501 DETAILS

S-502 DETAILS

S-503 DETAILS

S-504 DETAILS

S-505 DETAILS

S-506 DETAILS

S-507 DETAILS

S-508 DETAILS

S-511 DETAILS

S-512 DETAILS

S-513 DETAILS

S-514 DETAILS

S-515 DETAILS

S-516 DETAILS

S-517 DETAILS

S-518 DETAILS

S-519 DETAILS

S-520 DETAILS

S-521 DETAILS

S-522 DETAILS

S-523 DETAILS

S-524 DETAILS

S-525 DETAILS

S-526 DETAILS

S-527 DETAILS

S-528 DETAILS

S-529 DETAILS

S-530 DETAILS

S-531 DETAILS

S-532 DETAILS

S-533 DETAILS

S-534 DETAILS

S-601 COLUMN SCHEDULE

S-602 COLUMN SCHEDULE

S-603 COLUMN SCHEDULE

S-604 COLUMN SCHEDULE

S-605 COLUMN SCHEDULE

VOLUME 2 OF 4

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US Army Corps of Engineers Mobile District

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INDEX OF DRAWINGS

VOLUME 3 OF 4 VOLUME 4 OF 4

SHEET

NO. SHEET DESCRIPTION

SHEET

NO. SHEET DESCRIPTION

MH117 MECHANICAL 1ST FLOOR PLAN - BLOCK 1G

MH211 MECHANICAL 2ND FLOOR COMPOSITE PLAN

MH212 MECHANICAL 2ND FLOOR PLAN - BLOCK 2A

MH213 MECHANICAL 2ND FLOOR PLAN - BLOCK 2B

MH311 MECHANICAL HIGH ROOF COMPOSITE PLAN

MP111 HYDRONIC 1ST FLOOR COMPOSITE PLAN

MP112 HYDRONIC 1ST FLOOR PLAN - BLOCK 1A

MP113 HYDRONIC 1ST FLOOR PLAN - BLOCK 1B

MP114 HYDRONIC 1ST FLOOR PLAN - BLOCK 1C

MP115 HYDRONIC 1ST FLOOR PLAN - BLOCK 1D

MP116 HYDRONIC 1ST FLOOR PLAN - BLOCK 1F

MP117 HYDRONIC 1ST FLOOR PLAN - BLOCK 1G

MP211 HYDRONIC 2ND FLOOR COMPOSITE PLAN

MP212 HYDRONIC 2ND FLOOR PLAN - BLOCK 2A

MP213 HYDRONIC 2ND FLOOR PLAN - BLOCK 2B

M-301 SECTIONS

M-302 SECTIONS

M-401 ENLARGED 1A18 MECHANICAL ROOM PLAN

M-402 ENLARGED 1D05 MECHANICAL ROOM PLAN

M-403 ENLARGED 2A29 MECHANICAL ROOM PLAN

M-404 ENLARGED 2A04 MECHANICAL ROOM PLAN

M-405 MECHANICAL EQUIPMENT YARD PLAN

M-601 PIPING / FLOW DIAGRAMS

M-701 DETAILS

M-702 DETAILS

M-703 DETAILS

M-704 DETAILS

M-705 DETAILS

M-706 DETAILS

M-801 SCHEDULES

M-802 SCHEDULES

M-901 CONTROLS

M-902 CONTROLS

M-903 CONTROLS

M-904 CONTROLS

M-905 CONTROLS

M-906 CONTROLS

M-907 CONTROLS

SHEET

NO. SHEET DESCRIPTION

7-PLUMBING

P-001 PLUMBING ABBREVIATIONS

PW101 BELOW SLAB WASTE COMPOSITE PLAN

PW102 BELOW SLAB WASTE PLAN - BLOCK 1A

PW103 BELOW SLAB WASTE PLAN - BLOCK 1B

PW104 BELOW SLAB WASTE PLAN - BLOCK 1C

PW105 BELOW SLAB WASTE PLAN - BLOCK 1D

PW106 BELOW SLAB WASTE PLAN - BLOCK 1F

PW107 BELOW SLAB WASTE PLAN - BLOCK 1G

PW111 FIRST FLOOR WASTE COMPOSITE PLAN

PW112 FIRST FLOOR WASTE PLAN - BLOCK 1A

PW113 FIRST FLOOR WASTE PLAN - BLOCK 1B

PW114 FIRST FLOOR WASTE PLAN - BLOCK 1C

PW115 FIRST FLOOR WASTE PLAN - BLOCK 1D

PW116 FIRST FLOOR WASTE PLAN - BLOCK 1F

PW117 FIRST FLOOR WASTE PLAN - BLOCK 1G

PW201 SECOND FLOOR WASTE COMPOSITE PLAN

PW202 SECOND FLOOR WASTE PLAN - BLOCK 2A

PW203 SECOND FLOOR WASTE PLAN - BLOCK 2B

PW301 COMPOSITE PLUMBING ROOF PLAN

PP101 FIRST FLOOR WATER COMPOSITE PLAN

PP102 FIRST FLOOR WATER PLAN - BLOCK 1A

PP103 FIRST FLOOR WATER PLAN - BLOCK 1B

PP104 FIRST FLOOR WATER PLAN - BLOCK 1C

PP105 FIRST FLOOR WATER PLAN - BLOCK 1D

PP106 FIRST FLOOR WATER PLAN - BLOCK 1F

PP107 FIRST FLOOR WATER PLAN - BLOCK 1G

PP201 SECOND FLOOR WATER COMPOSITE PLAN

PP202 SECOND FLOOR WATER PLAN - BLOCK 2A

PP203 SECOND FLOOR WATER PLAN - BLOCK 2B

PM101 FIRST FLOOR GASES COMPOSITE PLAN (AIR, NITROGEN AND

OXYGEN)

PM102 FIRST FLOOR GASES PLAN - BLOCK 1A (AIR, NITROGEN AND

OXYGEN)

PM103 FIRST FLOOR GASES PLAN - BLOCK 1B (AIR, NITROGEN AND

OXYGEN)

PM104 FIRST FLOOR GASES PLAN - BLOCK 1C (AIR, NITROGEN AND

OXYGEN)

PM105 FIRST FLOOR GASES PLAN - BLOCK 1D (AIR, NITROGEN AND

OXYGEN)

PM106 FIRST FLOOR GASES PLAN - BLOCK 1F (AIR, NITROGEN AND

OXYGEN)

PM107 FIRST FLOOR GASES PLAN - BLOCK 1G (AIR, NITROGEN AND

OXYGEN)

P-401 ENLARGED WASTE PLAN

P-402 ENLARGED WASTE PLAN

P-403 ENLARGED WASTE PLAN

P-404 ENLARGED WATER PLAN

P-405 ENLARGED WATER PLAN

P-406 ENLARGED WATER PLAN

P-407 ENLARGED WATER PLAN

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-504 PLUMBING DETAILS

P-505 PLUMBING DETAILS

P-506 PLUMBING DETAILS

P-701 PLUMBING WASTE RISER DIAGRAM

P-702 PLUMBING WASTE RISER DIAGRAM

P-703 PLUMBING WASTE RISER DIAGRAM

P-704 PLUMBING WASTE RISER DIAGRAM

P-705 PLUMBING WASTE RISER DIAGRAM

P-711 PLUMBING WATER RISER DIAGRAM

P-712 PLUMBING WATER RISER DIAGRAM

P-713 PLUMBING WATER RISER DIAGRAM

P-714 PLUMBING WATER RISER DIAGRAM

P-715 PLUMBING WATER RISER DIAGRAM

P-801 PLUMBING SCHEDULES

P-802 PLUMBING SCHEDULES

08-MECHANICAL

M-001 LEGEND AND NOTES

MH111 MECHANICAL 1ST FLOOR COMPOSITE PLAN

MH112 MECHANICAL 1ST FLOOR PLAN - BLOCK 1A

MH113 MECHANICAL 1ST FLOOR PLAN - BLOCK 1B

MH114 MECHANICAL 1ST FLOOR PLAN - BLOCK 1C

MH115 MECHANICAL 1ST FLOOR PLAN - BLOCK 1D

MH116 MECHANICAL 1ST FLOOR PLAN - BLOCK 1F

SHEET

NO. SHEET DESCRIPTION

SHEET

NO. SHEET DESCRIPTION

ET501 TELECOM SINGLE LINE DIAGRAM

ET502 TELECOM SINGLE LINE DIAGRAM

ET503 TELECOM SINGLE LINE DIAGRAMS

ET601 TELECOMMUNICATIONS DETAILS

ET602 TELECOMMUNICATIONS DETAILS

ET603 TELECOM EQUIPMENT RACK ELEVATIONS

ET604 TELECOM EQUIPMENT RACK ELEVATIONS

11 - FIRE PROTECTION

FL-001 LIFE SAFETY ANALYSIS

FL-111 LIFE SAFETY FIRST FLOOR PLAN

FL-112 LIFE SAFETY SECOND FLOOR PLAN

FA-001 REFERENCE SHEET - FIRE ALARM

FA-111 COMPOSITE FIRST FLOOR FIRE ALARM PLAN

FA-112 FIRST FLOOR FIRE ALARM PLAN - BLOCK 1A

FA-113 FIRST FLOOR FIRE ALARM PLAN - BLOCK 1B

FA-114 FIRST FLOOR FIRE ALARM PLAN - BLOCK 1C

FA-115 FIRST FLOOR FIRE ALARM PLAN - BLOCK 1D

FA-116 FIRST FLOOR FIRE ALARM PLAN - BLOCK 1F

FA-117 FIRST FLOOR FIRE ALARM PLAN - BLOCK 1G

FA-121 COMPOSITE SECOND FLOOR FIRE ALARM PLAN

FA-122 SECOND FLOOR FIRE ALARM PLAN - BLOCK 2A

FA-123 SECOND FLOOR FIRE ALARM PLAN - BLOCK 2B

FA-501 FIRE ALARM DETAILS

FA-601 RISER DIAGRAM & SCHEDULES - FIRE ALARM

FX-001 REFERENCE SHEET - SPRINKLER

FX-111 COMPOSITE FIRST FLOOR SPRINKLER PLAN

FX-112 FIRST FLOOR SPRINKLER PLAN - BLOCK 1A

FX-113 FIRST FLOOR SPRINKLER PLAN - BLOCK 1B

FX-114 FIRST FLOOR SPRINKLER PLAN - BLOCK 1C

FX-115 FIRST FLOOR SPRINKLER PLAN - BLOCK 1D

FX-116 FIRST FLOOR SPRINKLER PLAN - BLOCK 1F

FX-117 FIRST FLOOR SPRINKLER PLAN - BLOCK 1G

FX-121 COMPOSITE SECOND FLOOR SPRINKLER PLAN

FX-122 SECOND FLOOR SPRINKLER PLAN - BLOCK 2A

FX-123 SECOND FLOOR SPRINKLER PLAN - BLOCK 2B

FX-501 SPRINKLER DETAILS

FX-601 RISER DIAGRAM & SCHEDULES - SPRINKLER

12- EQUIPMENT

Q-111 COMPOSITE FIRST FLOOR SPECIALTY EQUIPMENT PLAN

Q-112 SPECIALTY EQUIPMENT - BLOCK 1A

Q-113 SPECIALTY EQUIPMENT - BLOCK 1B

Q-114 SPECIALTY EQUIPMENT - BLOCK 1C

Q-115 SPECIALTY EQUIPMENT - BLOCK 1D

Q-116 SPECIALTY EQUIPMENT - BLOCK 1F

Q-117 SPECIALTY EQUIPMENT - BLOCK 1G

Q-121 COMPOSITE SECOND FLOOR SPECIALTY EQUIPMENT PLAN

Q-122 SPECIALTY EQUIPMENT - BLOCK 2A

Q-123 SPECIALTY EQUIPMENT - BLOCK 2B

Q-131 ENLARGED FIRST FLOOR ROOMS

Q-132 ENLARGED SECOND FLOOR ROOMS

Q-601 EQUIPMENT SCHEDULE

SHEET

NO. SHEET DESCRIPTION

9 - ELECTRICAL

E-001 ELECTRICAL LEGEND

E-002 ELECTRICAL NOTES

ES101 ELECTRICAL SITE PLAN - DEMOLITION

ES102 SITE PLAN - POWER

ES111 SITE PLAN - LIGHTING

ES121 SITE PLAN - TELECOMMUNICATIONS

ES501 SITE DETAILS - ELECTRICAL

ES502 SITE DETAILS - ELECTRICAL

ES503 SITE DETAILS - ELECTRICAL

EL111 LIGHTING FIRST FLOOR COMPOSITE PLAN

EL112 LIGHTING FLOOR PLAN - BLOCK 1A

EL113 LIGHTING FLOOR PLAN - BLOCK 1B

EL114 LIGHTING FLOOR PLAN - BLOCK 1C

EL115 LIGHTING FLOOR PLAN - BLOCK 1D

EL116 LIGHTING FLOOR PLAN - BLOCK 1F

EL117 LIGHTING FLOOR PLAN - BLOCK 1G

EL121 LIGHTING SECOND FLOOR COMPOSITE PLAN

EL122 LIGHTING FLOOR PLAN - BLOCK 2A

EL123 LIGHTING FLOOR PLAN - BLOCK 2B

EL501 LUMINAIRE SCHEDULE

EL502 LUMINAIRE SCHEDULE AND TIME CLOCK SCHEDULES

EL503 LUMINAIRE DETAILS

EL504 LUMINAIRE DETAILS

EP101 POWER FLOOR PLAN - MECHANICAL EQUIPMENT YARD

EP111 POWER FIRST FLOOR COMPOSITE PLAN

EP112 POWER FLOOR PLAN - BLOCK 1A

EP113 POWER FLOOR PLAN - BLOCK 1B

EP114 POWER FLOOR PLAN - BLOCK 1C

EP115 POWER FLOOR PLAN - BLOCK 1D

EP116 POWER FLOOR PLAN - BLOCK 1F

EP117 POWER FLOOR PLAN - BLOCK 1G

EP121 POWER SECOND FLOOR COMPOSITE PLAN

EP122 POWER FLOOR PLAN - BLOCK 2A

EP123 POWER FLOOR PLAN - BLOCK 2B

EP401 ENLARGED PLANS - ELECTRICAL AND TELECOMMUNICATION

ROOMS

EP402 ENLARGED PLANS - MECHANICAL ROOMS

EP403 ENLARGED PLANS - MECHANICAL AND FIRE PUMP ROOMS

EP501 POWER SINGLE LINE DIAGRAM

EP502 POWER SINGLE LINE DIAGRAM

EP503 POWER SINGLE LINE DIAGRAM

EP504 FEEDER SCHEDULE

EP505 POWER DETAILS

EP506 PANELBOARD SCHEDULES

EP507 PANELBOARD SCHEDULES

EP508 PANELBOARD SCHEDULES

EP509 PANELBOARD SCHEDULES

EP510 PANELBOARD SCHEDULES

EP511 PANELBOARD SCHEDULES

EP512 PANELBOARD SCHEDULES

EP513 PANELBOARD SCHEDULES

EP514 PANELBOARD SCHEDULES

EP515 PANELBOARD SCHEDULES

EP516 PANELBOARD SCHEDULES

EP601 GROUNDING WIRING DIAGRAM

EP602 METER DETAILS

EP603 METER DETAILS

EP801 LIGHTNING PROTECTION PLAN

EP802 LIGHTNING PROTECTION SYSTEM - DETAILS

10 - TELECOMMUNICATIONS

ET001 TELECOMMUNICATIONS LEGEND

ET002 TELECOMMUNICATIONS NOTES

ET111 TELECOM FIRST FLOOR COMP PLAN

ET112 TELECOM FLOOR PLAN - BLOCK 1A

ET113 TELECOM FLOOR PLAN - BLOCK 1B

ET114 TELECOM FLOOR PLAN - BLOCK 1C

ET115 TELECOM FLOOR PLAN - BLOCK 1D

ET116 TELECOM FLOOR PLAN - BLOCK 1F

ET117 TELECOM FLOOR PLAN - BLOCK 1G

ET121 TELECOM SECOND FLOOR COMP PLAN

ET122 TELECOM FLOOR PLAN -BLOCK 2A

ET123 TELECOM FLOOR PLAN - BLOCK 2B

ET401 TELECOMMUNICATIONS ENLARGED ROOM PLANS

ET402 TELECOMMUNICATIONS ENLARGED ROOM PLANS

GENERAL STRUCTURAL NOTES

A. INTENT OF DRAWINGS

1. THESE GENERAL NOTES APPLY TO ALL STRUCTURAL WORK EXCEPT WHERE THEY CONFLICT WITH DETAILS OR

NOTES SPECIFICALLY SHOWN.

2. RESOLVE CONFLICTS ON DRAWINGS AND SPECIFICATIONS WITH THE CONTRACTING OFFICER BEFORE PROCEEDING

WITH CONSTRUCTION.

3. THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURE. THEREFORE, REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND CIVIL DRAWINGS FOR NON-STRUCTURAL ITEMS WHICH REQUIRE SPECIAL

PROVISIONS DURING CONSTRUCTION OF THE BASIC STRUCTURE.

4. TYPICAL CONDITIONS: WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT MUST APPLY TO ALL LIKE

OR SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY MARKED ON THE PLANS.

B. GENERAL REQUIREMENTS

1. STRUCTURAL DESIGN IS AND CONSTRUCTION MUST BE IN ACCORDANCE WITH THE FOLLOWING.

UFC 1-200-01 DoD BUILDING CODE (GENERAL BUILDING REQUIREMENTS), 20 JUNE 2016; WITH CHANGE 2, 01 NOVEMBER 2018

UFC 3-301-01 STRUCTURAL ENGINEERING, 1 JUNE 2013; WITH CHANGE 4, 01 NOVEMBER 2018 (PER UFC 1-200-01) UFC 4-010-01 DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 12 DECEMBER 2018

IBC 2015 2015 INTERNATIONAL BUILDING CODE (AS MODIFIED BY UFC 3-301-01)

ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

ACI 301-16 SPECIFICATIONS FOR STRUCTURAL CONCRETE

ACI 315R-18 GUIDE TO PRESENTING REINFORCING STEEL DETAILS

ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

ACI 530-13 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES

AISC 201-06 CERTIFICATION PROGRAM FOR STRUCTURAL STEEL FABRICATORS

AISC 206-13 CERTIFICATION PROGRAM FOR STRUCTURAL STEEL ERECTORS

AISC 303-16 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES

AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (15TH EDITION MANUAL, ASD) AISI S100-16 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS

AWS D1.1 AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE - STEEL

AWS D1.3 AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE - SHEET STEEL

SJI 100-2015 STEEL JOIST INSTITUTE STANDARD SPECIFICATIONS, LOAD TABLES AND WEIGHT TABLES FOR

STEEL JOISTS AND JOIST GIRDERS, 44TH EDITION

FDDM STEEL DECK INSTITUTE, FLOOR DECK DESIGN MANUAL

RDDM STEEL DECK INSTITUTE, ROOF DECK DESIGN MANUAL

DDM04 STEEL DECK INSTITUTE, DIAPHRAGM DESIGN MANUAL

2. DESIGN LOADS:

EARTHQUAKE

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PER ASCE 7, 12.8

SEISMIC BASE SHEAR, V = Sds x W / (R/I) Sds = 0.09g

W = DEAD LOAD

RESPONSE MODIFICATION FACTORS:

R = 2 (ORDINARY REINFORCED MASONRY SHEAR WALLS)

R = 3.25 (STEEL ORDINARY CONCENTRIC BRACED FRAMES)

SEISMIC IMPORTANCE FACTOR, I = 1.0

RISK CATEGORY: II

MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.08g, S1 = 0.05g

(VALUES FROM UFC 3-301-01)

SPECTRAL RESPONSE ACCELERATIONS: Sds = 0.09g, Sd1 = 0.08g

SITE CLASSIFICATION (SOILS): D

SEISMIC DESIGN CATEGORY: B

WIND

RISK CATEGORY II, EXPOSURE C

ULTIMATE DESIGN WIND SPEED (3-SEC. GUST) = 145 MPH

(NOMINAL DESIGN WIND SPEED = 112 MPH)

DESIGN WIND PRESSURE, p = qGCp

INTERNAL PRESSURE COEFFICIENT = +/-0.18

THIS SITE IS IN A WIND BORNE DEBRIS REGION PER IBC 2015.

PROVIDE PROTECTION OF GLAZED 0PENINGS MEETING THE REQUIREMENTS OF ASTM E1996

AND ASTM E1886, BASIC PROTECTION LEVEL, WIND ZONE 2.

ROOF LOADS

STRUCTURAL DEAD LOAD: AS CALCULATED

SUPERIMPOSED DEAD LOADS: AS CALCULATED

LIVE LOADS: 20 PSF

FLOOR LOADS (SUPPORTED STRUCTURE)

STRUCTURAL DEAD LOAD: AS CALCULATED

SUPERIMPOSED DEAD LOADS: AS CALCULATED

LIVE LOADS:

100 PSF - OFFICE / ADMIN AREAS (80 + 20 FOR PARTITIONS)

100 PSF - STAIRS / CORRIDORS / TRAINING AREAS

150 PSF - MECHANICAL AND ELECTRICAL AREAS

250 PSF - STORAGE AREAS

SNOW LOADS – GROUND SNOW LOAD = 0 PSF

FUTURE LOADS - NONE

3. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SLEEVES, OPENINGS, ANCHOR BOLTS AND INSERTS, EMBEDDED ITEMS OTHER THAN REINFORCING STEEL, AND ANCHORAGES FOR

ATTACHMENT OF NON-STRUCTURAL ITEMS WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS.

4. THE SIZES AND LOCATIONS OF ALL EQUIPMENT FOUNDATIONS AND PADS, AND PENETRATIONS THROUGH THE STRUCTURE, MUST BE COORDINATED BY THE GENERAL CONTRACTOR WITH THE MECHANICAL, ELECTRICAL, AND

PLUMBING CONTRACTORS.

5. SIZES AND LOCATIONS OF PENETRATIONS SHOWN FOR UTILITIES ARE APPROXIMATE. COORDINATE NUMBER, SIZES, AND LOCATIONS OF OPENINGS WITH THE CORRESPONDING TRADES.

6. ALL VERTICAL PIPE AND CONDUIT PENETRATIONS THROUGH SUSPENDED FLOOR STRUCTURE MUST BE FORMED

WITH CAST-IN GALVANIZED STEEL SLEEVES.

7. REFER TO CIVIL DRAWINGS FOR RETAINING WALLS, UTILITY STRUCTURES, PAVEMENT, WALKS, AND OTHER STRUCTURES OUTSIDE THE BUILDING LINE NOT SHOWN ON STRUCTURAL DRAWINGS THAT REQUIRE REINFORCED

CONCRETE WORK.

8. FLOOR DEPRESSIONS INDICATED DESCRIBE THE STRUCTURAL ROUGH POURS. CONTRACTOR MUST PROVIDE CONCRETE OR MASONRY FILL AS REQUIRED TO BRING THE FINISH MATERIALS UP TO THE FINISH FLOOR

ELEVATIONS.

9. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR DETAILS AND DIMENSIONS. DESIGN OF STAIR STRUCTURES IS BY THE CONTRACTOR IN ACCORDANCE WITH THE SPECIFICATIONS. ANY MEMBER SIZES INDICATED ARE MINIMUM

REQUIREMENTS.

10. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON STRUCTURAL PLANS.

C. FOUNDATIONS AND SLABS-ON-GROUND

1. FOUNDATIONS: CONVENTIONAL SHALLOW FOUNDATIONS – SPREAD, STRIP, AND MAT FOOTINGS. DESIGN OF FOUNDATIONS IS BASED ON RECOMMENDATIONS PROVIDED IN A REPORT ENTITLED “GEOTECHNICAL EXPLORATION REPORT, FY-20 SOF SPECIAL TACTICS OPERATIONS FACILITY (23 STS), HURLBURT FIELD, FLORIDA, (MP21T92)", 2020, BY

USACE MOBILE DISTRICT, 109 SAINT JOSEPH ST, MOBILE, AL 36602 (251-690-2511).

2. NET ALLOWABLE BEARING CAPACITY = 2500 PSF.

3. EXCEPT WHERE INDICATED OTHERWISE, INSTALLATION OF COMPACTED BACKFILL MUST BE DONE SIMULTANEOUSLY ON

BOTH SIDES OF WALLS TO PRECLUDE UNBALANCED SOIL LOADS. PLACE FILL USING HAND DIRECTED COMPACTION

EQUIPMENT. DO NOT USE HEAVY CONSTRUCTION EQUIPMENT ADJACENT TO THE FOUNDATION.

4. DO NOT PERMIT FOUNDATION BEARING SOIL TO BECOME SATURATED OR DRY EXCESSIVELY. CONCRETE FOR CONVENTIONAL SHALLOW FOUNDATIONS MUST BE PLACED AS SOON AFTER THE COMPLETION OF THE EXCAVATIONS AS POSSIBLE. IF A DELAY OF MORE THAN ONE DAY IS EXPECTED FOR FOUNDATION CONCRETE PLACEMENT IN ANY EXCAVATION, PLACE A 2 INCH THICK LEAN CONCRETE (f’c = 2000 PSI MIN.) “MUD SEAL” ATOP THE EXPOSED BEARING

SOILS.

5. UNLESS INDICATED OTHERWISE ON PLANS, CENTERLINES OF FOOTINGS MUST ALIGN WITH COLUMN GRID

CENTERLINES. ELEVATIONS SHOWN ON FOUNDATION PLANS ARE TO TOPS OF FOOTINGS.

6. SLABS ON GROUND MUST BE PLACED OVER A 15 MIL MINIMUM THICKNESS PUNCTURE RESISTANT VAPOR BARRIER (SEE SPECIFICATIONS), ON A 6 INCH MINIMUM THICK CAPILLARY WATER BARRIER ON COMPACTED SUBGRADE. TURN THE VAPOR BARRIER UP AT INTERSECTING VERTICAL SURFACES AND UTILITY PENETRATIONS AND SEAL WITH VAPOR BARRIER MANUFACTURER’S STANDARD, COMPATIBLE TAPE. SEAL ALL JOINTS WITH TAPE TO PROVIDE A CONTINUOUS

UNBROKEN VAPOR BARRIER BETWEEN THE SUBGRADE AND THE SLAB ABOVE.

7. SAWN JOINTS IN CONCRETE SLABS MUST BE MADE THE SAME DAY AS PLACEMENT, AS SOON AS POSSIBLE WITHOUT DAMAGING THE CONCRETE, AND IN NO CASE LATER THAN 12 HOURS AFTER CONCRETE PLACEMENT.

8. COORDINATE EXACT LOCATION OF SLAB CONTROL AND CONSTRUCTION JOINTS WITH ARCHITECTURAL FLOOR FINISHES TO ENSURE SLAB JOINTS DO NOT READ THROUGH FINISHES. PAY SPECIAL ATTENTION TO AREAS TO RECEIVE THINSET

CERAMIC TILE.

9. BACKFILL FOR FOUNDATION AND RETAINING WALLS MUST BE A FREE-DRAINING SATISFACTORY SOIL MATERIAL.

BACKFILL MUST BE COMPACTED SUFFICIENTLY TO PREVENT SUBSIDENCE OF SURFACE ADJACENT TO WALL.

10. FILL ALL SLAB-ON-GROUND CRACK CONTROL AND CONSTRUCTION JOINTS IN THE ROOM AREAS INDICATED BELOW WITH A SEMI-RIGID, TWO-COMPONENT JOINT FILLER, 100 PERCENT SOLIDS, EPOXY RESIN WITH A TYPE “A” ASTM D2240 SHORE DUROMETER MINIMUM HARDNESS OF 80; EUCO 700, DAYTON SUPERIOR PRO-FLEX, NOX-CRETE DYNAFLEX 502, OR OTHER APPROVED FILLER. IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS, REMOVE ALL DIRT, DEBRIS, SAW CUTTINGS, CURING COMPOUNDS, AND SEALERS FROM JOINTS. MAINTAIN CONTACT FACES OF JOINTS CLEAN AND DRY. INSTALL SEMIRIGID JOINT FILLER ACCORDING TO MANUFACTURER’S WRITTEN INSTRUCTIONS, FULL-DEPTH IN SAW CUT JOINTS AND AT LEAST 2 INCHES DEEP IN FORMED JOINTS. OVERFILL JOINT AND TRIM JOINT FILLER FLUSH WITH TOP OF SLAB AFTER HARDENING. DEFER JOINT FILLING UNTIL CONCRETE HAS AGED AT LEAST SIX MONTHS. DO NOT FILL JOINTS UNTIL CONSTRUCTION TRAFFIC HAS PERMANENTLY CEASED. ROOMS TO RECEIVE JOINT FILLER: CAGES 1A01 / 1B01, COMM 1A19, COMPRESSOR 1D05, CORR 1CC1 /1CC2 / 1CC3 / 1DC1 / 1DC3, ELEC 1G09, FIRE PUMP 1G10, HAZ STOR

1F10, LOBBY 1C01, MECH 1A18 / 1D06, WAR READINESS 1G07.

11. ALL UTILITIES ENTERING THE BUILDING MUST BE ROUTED BENEATH FOOTINGS. SEE DETAIL B6/CU-501.

D. CONCRETE (CAST-IN-PLACE)

1. CONCRETE FOR BUILDING STRUCTURE MUST BE NORMAL WEIGHT (W = 145 PCF) WITH THE FOLLOWING 28-DAY COMPRESSIVE STRENGTHS (f'c).

FOUNDATIONS 3000 PSI

SLABS ON GROUND AND FILL ON DECK 3500 PSI

ALL OTHER CONCRETE 4000 PSI

2. DESIGN OF CONCRETE STRUCTURES IS BASED ON ULTIMATE STRENGTH METHODS OF ACI 318.

3. FURNISH MATERIALS, MIX, PLACE, FINISH, AND CURE ALL CONCRETE IN ACCORDANCE WITH ACI 318 AND THE PROJECT

SPECIFICATIONS. WHERE REQUIREMENTS CONFLICT OR OVERLAP USE THE MORE STRINGENT REQUIREMENT.

4. CONCRETE REINFORCING BAR COVER MUST BE AS INDICATED IN TABLE "CAST IN PLACE CONCRETE COVER FOR

REINFORCING BARS."

5. TOLERANCES FOR PLACEMENT OF FORMS AND CONCRETE MUST BE IN ACCORDANCE WITH ACI 301.

6. CONCRETE WALLS INTERSECTING COLUMN PIERS MUST BE CAST MONOLITHIC WITH PIERS UNLESS SHOWN OTHERWISE.

7. NO PIPING OR ELECTRICAL CONDUITS WILL BE ALLOWED TO BE EMBEDDED HORIZONTALLY WITHIN THE THICKNESS OF

CONCRETE SLABS ON GROUND AND CONCRETE FILL ON METAL DECK.

8. CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE, WITH A 1/2” RADIUSED EDGE.

E. REINFORCING STEEL

1. BARS FOR CAST IN PLACE CONCRETE - ASTM A 615, GRADE 60 KSI

2. WELDED WIRE FABRIC – ASTM A 185, FLAT SHEETS

3. DETAILING OF REINFORCING MUST BE IN ACCORDANCE WITH ACI 318 AND ACI 315.

4. SECURE ALL REBARS IN CORRECT POSITION PRIOR TO PLACING CONCRETE. WELDED WIRE FABRIC MUST BE

SUPPORTED ON CHAIRS AND BARS. TOLERANCES FOR PLACEMENT OF REBARS MUST BE IN ACCORDANCE WITH ACI 301.

5. REINFORCING STEEL SHOWN IN SECTIONS AND DETAILS ARE A SCHEMATIC INDICATION THAT REINFORCING EXISTS. SEE

SCHEDULES, SECTION NOTES, AND GENERAL NOTES FOR ACTUAL REINFORCING REQUIRED.

6. COLUMN, WALL, AND PEDESTAL REINFORCING: DOWEL TO FOUNDATION WITH HOOKED BARS OF SAME SIZE AND SPACING

AS VERTICAL REINFORCING.

7. PROVIDE CORNER BARS IN ALL FOOTING CORNER INTERSECTIONS.

8. INSTALL REINFORCING IN CONCRETE FILL ON METAL DECK OVER ALL INTERIOR GIRDERS PER THE TYPICAL DETAIL.

F. STRUCTURAL STEEL

1. DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL MUST BE IN ACCORDANCE WITH ANSI/AISC 360, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (ASD) AND THE AISC “STEEL CONSTRUCTION MANUAL", 15TH

EDITION.

2. THE FABRICATING PLANT DETAILING AND FURNISHING THE STRUCTURAL STEEL MUST HAVE AN “STD” CERTIFICATION UNDER THE AISC CERTIFICATION PROGRAM AT THE TIME OF BID. THE INSTALLER MUST HAVE A “CSE” (CERTIFIED STEEL

ERECTOR) CERTIFICATION.

3. STEEL GRADES:

A. ANGLES, CHANNELS, AND MISCELLANEOUS PLATES - ASTM A36 (Fy = 36 KSI) B. STRUCTURAL TUBING - ASTM A500, GRADE C (SQ., RECT. - Fy = 50 KSI) (ROUND - Fy = 46 KSI) OR ASTM 1085

GRADE A (SQ., RECT., ROUND - Fy = 50 KSI) C. W AND WT SHAPES - ASTM A992, (Fy = 50 KSI)

4. ALL BOLTS MUST BE 3/4 INCH DIAMETER, HIGH STRENGTH, A325-N, TYPE 1, OR ASTM F1852, TYPE 1, HEAVY HEX, IN FULLY TENSIONED BEARING CONNECTIONS, UNLESS INDICATED OR REQUIRED OTHERWISE. BOLT TIGHTNESS MUST BE VERIFIED BY THE USE OF APPROVED DIRECT TENSION INDICATING WASHERS OR APPROVED TWIST OFF BOLTS.

EMBEDDED ANCHOR BOLTS MUST BE ASTM F 1554 GRADE 55 (Fy = 55 KSI).

5. ALL WELDING MUST BE IN ACCORDANCE WITH ANSI/AWS D1.1 STRUCTURAL WELDING CODE. WELDING ELECTRODES

MUST BE E70 SERIES.

6. EXCEPT AS OTHERWISE INDICATED ON DRAWINGS, ALL CONNECTIONS MUST BE BOLTED FRAMED BEAM CONNECTIONS (DOUBLE ANGLE) AS GIVEN IN TABLES 10-1 AND 10-2 OF THE AISC STEEL CONSTRUCTION MANUAL, OR SINGLE-PLATE SHEAR CONNECTIONS (AISC MANUAL, TABLES 10-10), AT THE CONTRACTOR'S OPTION. CONNECTIONS MUST BE SIZED AND DESIGNED BY THE CONTRACTOR TO ACCOMMODATE, AS A MINIMUM, 125% OF THE UNFACTORED BEAM END SHEAR REACTIONS INDICATED IN KILOPOUNDS (KIPS, k) ON THE FRAMING PLANS. REGARDLESS OF PLAN DESIGNATION, NO CONNECTION SHALL BE DESIGNED FOR LESS THAN 10 KIPS OF SHEAR. BEAM CONNECTIONS SHALL ALSO BE DESIGNED TO ACCOMMODATE UNFACTORED AXIAL TENSION/COMPRESSION BEAM END REACTIONS WHERE INDICATED ON THE FRAMING PLANS. CALCULATIONS AND SHOP DRAWINGS MUST BE PRODUCED, SEALED, AND SIGNED BY A LICENSED

PROFESSIONAL ENGINEER.

H. COLD-FORMED STEEL MEMBERS AND ASSEMBLIES

1. LIGHT GAUGE STEEL FRAMING AND SUBFRAMING SUPPORT SYSTEMS MUST BE DESIGNED BY THE CONTRACTOR IN ACCORDANCE WITH AISI "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" AND THE

COLD-FORMED STEEL DESIGN MANUAL.

2. MEMBERS MUST BE HOT-DIPPED GALVANIZED, G-90 COATING WEIGHT, AND MUST CONFORM TO ASTM DESIGNATION C 955 AND A 653. MINIMUM YIELD POINT, UNLESS INDICATED OTHERWISE, MUST BE 50 KSI FOR 16 GA. AND HEAVIER, AND

33 KSI FOR 18 GA. AND LIGHTER.

3. FRAMING MEMBERS MUST HAVE THE MINIMUM STRUCTURAL PROPERTIES INDICATED ON THE STRUCTURAL AND/OR

ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SECTION 054000.

4. SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED BY A LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL OF COLD-FORMED STEEL MEMBERS AND ASSEMBLIES PRIOR TO FABRICATION. INCLUDE DESIGN OF

CONNECTIONS TO PRIMARY SUPPORTING STEEL AND CONCRETE STRUCTURE

I. CONCRETE MASONRY

1. MASONRY MUST BE AS DETAILED ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS.

2. CONCRETE MASONRY UNITS MUST BE MEDIUM WEIGHT HOLLOW LOAD BEARING TYPE CONFORMING TO ASTM C90, TYPE I, GRADE N. COMPRESSIVE STRENGTH f'm IN AVERAGE THREE UNITS MUST BE 2000 PSI MINIMUM AT 28 DAYS.

3. MORTAR MUST BE ASTM C270, TYPE S.

4. GROUT MUST BE ASTM C476, MINIMUM COMPRESSIVE STRENGTH = 2000 PSI AT 28 DAYS. INDIVIDUAL GROUT LIFTS

MUST NOT EXCEED 4 FEET IN HEIGHT.

5. HORIZONTAL MASONRY JOINT REINFORCEMENT MUST BE PROVIDED AT 16” ON CENTER VERTICAL SPACING IN ALL

CMU WALLS.

6. PROVIDE REINFORCING BAR GUIDES TO CENTER VERTICAL REINFORCING IN MASONRY WALLS.

7. ALL CONCRETE MASONRY UNITS MUST BE LAID IN RUNNING BOND, UNLESS NOTED OTHERWISE.

8. ALL BLOCK CELLS AND CAVITIES BELOW GRADE AND THE FIRST BLOCK COURSE BEARING AT THE FIRST FLOOR LEVEL

MUST BE FILLED SOLID WITH GROUT OR FINE AGGREGATE CONCRETE.

9. BRACE ALL MASONRY WALLS AND PARTITIONS DURING CONSTRUCTION TO RESIST LATERAL LOADS.

10. SHOP DRAWINGS FOR REINFORCING BARS MUST INCLUDE ELEVATION VIEWS OF EXTERIOR WALLS TO INDICATE BAR

PLACEMENT IN WALLS INCLUDING AROUND ALL OPENINGS. SEE NOTE 3 ON S-152 FOR SPECIAL SHOP DRAWINGS

REQUIREMENT.

11. SEE ARCHITECTURAL FOR ADDITIONAL LOCATIONS OF BOND BEAMS NOT SHOWN IN STRUCTURAL DRAWINGS.

12. FULLY BED FACE SHELLS AND WEBS BELOW THE FIRST COURSE OF ALL CMU BEARING AT THE FIRST FLOOR LEVEL.

13. EXTEND BOND BEAM REINFORCEMENT CONTINUOUSLY THROUGH WALL CRACK CONTROL JOINTS.

14. CONTINUOUS BOND BEAMS SHALL BE SPACED NO FURTHER THAN 8'-0" ON CENTER VERTICALLY AT ALL CMU WALLS.

AT A MINIMUM PROVIDE CONTINUOUS BOND BEAMS AT ELEVATIONS OF +8'-0" AND +16'-0" ABOVE THE FIRST FLOOR AND +8'-0" AND +16'-0" ABOVE SECOND FLOOR. BOND BEAMS AT EMBEDDED PLATES AND AT ANCHORS IN GROUTED

CELLS MUST CONTINUE A MINIMUM OF 16" BEYOND THE OUTERMOST ANCHOR WHERE POSSIBLE.

J. FUTURE EXPANSION

NO PROVISION FOR SUPPORT OF FUTURE HORIZONTAL OR VERTICAL CONSTRUCTION IS MADE. FUTURE ADJACENT ADDITIONS

MUST BE STRUCTURALLY INDEPENDENT, AND SEPARATED BY BUILDING JOINTS.

K. SPECIAL INSPECTIONS

1. SPECIAL INSPECTIONS ARE REQUIRED PER IBC 2015 AND UFC 3-301-01

2. SEE SPECIFICATIONS SECTION 01 45 35 - SPECIAL INSPECTIONS

G. STEEL FLOOR AND ROOF DECK

1. ALL DEFORMED AND UN-DEFORMED COLD-ROLLED METAL DECK AT FLOORS AND ROOFS MUST BE GALVANIZED STEEL (G90 COATING), ASTM A653 OR A792, DESIGNED IN ACCORDANCE WITH THE STEEL DECK INSTITUTE (SDI)

"FLOOR DECK DESIGN MANUAL” AND “ ROOF DECK DESIGN MANUAL.”

2. DECK TO RECEIVE CONCRETE FILL MUST BE THE COMPOSITE TYPE, 3" DEEP, WITH THE FOLLOWING MINIMUM

PROPERTIES PER 12" OF WIDTH:

3” DEEP 20 GA. I = 0.92 IN4 S = 0.53 IN3 Fy = 50 KSI

3. DECK SUPPORTED ON OPEN WEB STEEL JOISTS MUST BE THE NON-COMPOSITE TYPE, 1.5” DEEP, TYPE WR, WITH

THE FOLLOWING MINIMUM PROPERTIES PER 12" OF WIDTH:

1.5” DEEP 18 GA. I = 0.28 IN4 S = 0.31 IN3 Fy = 33 KSI

4. OTHER COMBINATIONS OF PROPERTIES AND YIELD STRENGTHS THAT PROVIDE EQUIVALENT PERFORMANCE MAY BE

SUBMITTED FOR APPROVAL.

5. STEEL ROOF DECKS ARE REQUIRED TO ACT AS DIAPHRAGMS. REFER TO "ROOF DECK AND FASTENER LAYOUT PLAN"

FOR ATTACHMENT PATTERN.

6. DO NOT EXCEED MANUFACTURER'S RECOMMENDED UNSHORED SPANS FOR COMPOSITE STEEL DECK DURING CONSTRUCTION. PROVIDE SHORING OR ADEQUATELY HEAVIER GAUGE UNSHORED DECK AS NECESSARY.

7. ATTACH STEEL DECK TO SUPPORTS, AT CORNERS, AND AT 12" MAXIMUM ON CENTER AT ALL SIDES OF OPENINGS.

8. DO NOT WELD ROOF DECK TO OPEN WEB STEEL JOISTS. USE INDICATED SCREW CONNECTIONS.

9. DO NOT SUPPORT ANY MATERIALS OF CONSTRUCTION FROM STEEL DECK NOT TO RECEIVE CONCRETE FILL.

10. UNDERSIDES OF STEEL DECK EXPOSED TO VIEW IN THE FINAL WORK MUST BE FACTORY CLEANED AND FACTORY

PRIMED TO RECEIVE FINISH PAINT.

F. STRUCTURAL STEEL (CONT'D)

7. SHOP CONNECTIONS MUST BE WELDED AND FIELD CONNECTIONS MUST BE WELDED OR BOLTED AS INDICATED OR

APPROVED ON SHOP DRAWINGS.

8. MINIMUM WELDS WHERE NOT SHOWN MUST BE 1/4” FILLETS ALL AROUND.

9. NO SHOP SPLICE OR OTHER CONNECTION WILL BE PERMITTED UNLESS SHOWN ON APPROVED SHOP DRAWINGS.

10. NATURAL CAMBER IN BEAMS MUST BE INSTALLED CROWN UP.

11. WELDED HEADED STUDS MUST BE SPACED AS EVENLY AS POSSIBLE OVER THE LENGTHS OF BEAMS, OR, WHERE

INDICATED, AS EVENLY AS POSSIBLE OVER INDIVIDUAL SEGMENTS OF GIRDERS BETWEEN INTERSECTING BEAMS.

12. THE ERECTOR MUST PROVIDE ALL TEMPORARY SHORING AND BRACING REQUIRED FOR STABILITY UNTIL STRUCTURES

ARE COMPLETE.

13. AFTER STEEL ERECTION AND PRIOR TO INSTALLATION OF MASONRY WALLS, DECKING OR OTHER MATERIALS OF

CONSTRUCTION, THE CONTRACTOR MUST EMPLOY A LICENSED PROFESSIONAL LAND SURVEYOR TO DETERMINE THE AS-ERECTED LOCATION, ALIGNMENT, AND PLUMBNESS OF ALL BUILDING PERIMETER STEEL COLUMNS AND BEAMS. ANY MEMBERS FOUND TO BE OUT OF TOLERANCE RELATIVE TO REQUIREMENTS IN THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES MUST BE RE-POSITIONED OR RE-FABRICATED AS NECESSARY TO COME INTO COMPLIANCE WITH THE CODE, AS VERIFIED IN A RE-SURVEY BY THE CONTRACTOR. NO INDIVIDUAL PERIMETER BEAM WILL BE ALLOWED TO HAVE A HORIZONTAL SWEEP EXCEEDING 3/8” FROM A STRAIGHT LINE BETWEEN THE BEAM’S

ENDS.

14. ALL STEEL SHELF ANGLES AND LINTELS SUPPORTING MASONRY MUST BE HOT-DIPPED GALVANIZED.

15. EXPOSED STEEL ITEMS EMBEDDED IN CONCRETE MUST BE HOT-DIPPED GALVANIZED. GALVANIZED FINISHES MUST BE

REPAIRED AFTER WELDING WITH AN APPROVED COLD-APPLIED GALVANIZING COMPOUND.

16. OPEN WEB STEEL JOISTS AND JOIST GIRDERS MUST BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE STEEL

JOIST INSTITUTE (SJI) “STANDARD SPECIFICATIONS, LOAD TABLES AND WEIGHT TABLES FOR STEEL JOISTS AND JOIST GIRDERS “AND THE "CODE OF STANDARD PRACTICE". PROVIDE BRIDGING PER SJI REQUIREMENTS.

17. ALL OPEN WEB STEEL JOISTS, JOIST GIRDERS, AND JOIST BRACING AT THE ROOFS MUST BE DESIGNED TO RESIST THE NET UPLIFT PRESSURES INDICATED ON DETAIL A6/S-008. MINIMUM WELD AT JOIST BEARINGS MUST BE A 2 1/2" LONG 1/8” FILLET AT EACH SIDE, UNLESS MORE IS REQUIRED BY THE JOIST MANUFACTURER’S DESIGN FOR UPLIFT.

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IDENTIFICATION

SHEET

R e v ie w e d

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D ra w n

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D e s ig n e d

B y

C h e c k e d

B y

D a te

F ile

N o

S y m b o l D e s c ri p ti o n

R e v is io n s

A p p ro v e d D a te

N o

US Army Corps of Engineers Mobile District

A

B C D

A B C D

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E F G

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SHEET of

U .S

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ABBREVIATIONS

A

ABT. ABOUT

ABV. ABOVE

ACI AMERICAN CONRETE INSITUTE

ADD./ADD'L ADDITIONAL

ADD'L ADDITIONAL

A.F.F. ABOVE FINISH FLOOR

A.I.S.C. AMERICAN INSITUTE OF STEEL CONSTRUCTION

ALT. ALTERNATE, ALTERNATIVE

ARCH. ARCHITECT, ARCHITECTURAL

ASSY. ASSEMBLY

A.W.S. AMERICAN WELDING SOCIETY

B/, B.O., BOT. BOTTOM

BD. BOARD

B.F.F. BELOW FINISH FLOOR

BLDG. BUILDING

B.L.E. BRICK LEDGE ELEVATION

BRG. BEARING

BP BASEPLATE

BS BOTH SIDES

BTW. BETWEEN

CANT. CANTILEVER

C/C CENTER TO CENTER

C.F.S. COLD-FORMED STEEL

C.J. CONTRACTION JOINT

CONSTRUCTION JOINT

CONTROL JOINT

C.I.P. CAST-IN-PLACE

CL CENTER LINE

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

COMP. COMPOSITE

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

COORD. COORDINATE

C.R. COLD-ROLLED STEEL

C.S. COLUMN STRIP

CTR. CENTER

CY CUBIC YARD

DBA DEFORMED BAR ANCHOR

DBL. DOUBLE

DEG. DEGREE

DEPR. DEPRESSION

DIA., Ø DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

D.L. DEAD LOAD

DN. DOWN

DWGS DRAWINGS

DWL DOWEL

E/ END OF

EA. EACH

E.F. EACH FACE

E.G. FOR EXAMPLE

EIFS EXTERIOR INSULATED

FINISHED SYSTEM

E.J. EXPANSION JOINT

EL., ELEV. ELEVATION

EMB. EMBED

E.O.D. EDGE OF DECK

EQ. EQUAL

E.S. EACH SIDE

E.W. EACH WAY

(E), EX., EXIST. EXISTING

EXP. EXPANSION

f'c CONCRETE STRENGTH

FDN. FOUNDATION

FIN. FINISH

FL. FLOOR

FLG. FLANGE

F.O., F/ FACE OF

FRMG. FRAMING

F.S. FOOTING STEP

FS FAR SIDE

FTG. FOOTING

FUT. FUTURE

F.V. FIELD VERIFY

Fy STEEL YIELD POINT

GA. GAUGE

GALV. GALVANIZED

G.B. GRADE BEAM

GRTG. GRATING

GYP. GYPSUM

HI HIGH

HORIZ. HORIZONTAL

H.P. HIGH POINT

H.R. HAND RAIL

H.S. HEADED STUD

H.S.B. HIGH STRENGTH BOLTS

HSS HOLLOW STRUCTURAL SECTION

HT., HGT. HEIGHT

INFO INFORMATION

I.J. ISOLATION JOINT

J.B.E. JOIST BEARING ELEVATION

JT. JOINT

K, KG KILOGRAM

KIP 1000 POUNDS

kN KILONEWTONS

KSI KIPS PER SQUARE INCH

L ANGLE

L. LONG

LB POUNDS

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LO LOW

LONG LONGITUDINAL

L.P. LOW POINT

M METER

mm MILLIMETER

MAX. MAXIMUM

MAT'L MATERIAL

M.B. MACHINE BOLT

MECH. MECHANICAL

MFR., MANUF. MANUFACTURER

MIL 1/1000"

MIN. MINIMUM

MIRR. MIRROR

MISC MISCELLANEOUS

M.L. MASONRY LEDGE

M.L.E. MASONRY LEDGE ELEVATION

M.O. MASONRY OPENING

MPa MEGAPASCALS

MPH MILES PER HOUR

M.S. MIDDLE STRIP

(N) NEW

N/S NORTH/SOUTH

N NEWTON

N.O., # NUMBER

NOM. NOMINAL

NS NEAR SIDE

N.T.S. NOT TO SCALE

O.C. ON CENTER

O.D. OUTISDE DIAMETER

O.H. OPPOSITE HAND

OPP. OPPOSITE

OPNG. OPENING

OSL. OUTSTANDING LEG

OWJ PREFABRICATED OPEN

WEB JOIST

P.A.F. POWDER ACTUATED FASTENER

Pa PASCAL

PED. PEDESTAL

PERIM. PERIMETER

PL PLATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

R, RAD. RADIUS

REINF. REINFORCE, REINFORCING,

REINFORCED, REINFORCEMENT

REM. REMAINDER

REQ'D REQUIRED

RET. RETAINING

REV. REVERSE, REVISION

G

B

C

D

E

F

H

I

J

K

L

M

N

O

P

R

S

SAD SEE ARCHITECTURAL DRAWINGS

SCHED. SCHEDULED

S.J.I. STEEL JOIST INSTITUTE

SIM. SIMILAR

S.M.D. SEE MECHANICAL DRAWINGS

SLH SHORT LEG HORIZONTAL

SLV SHORT LEG VERTICAL

S.O.G., SOG SLAB ON GROUND

SPEC. SPECIFICATION

S.S. STAINLESS STEEL

STD. STANDARD

STIFF. STIFFENER

STL. STEEL

STRUC. STRUCTURAL, STRUCTURE

SUD SUBSURFACE DRAIN

SYM. SYMMETRICAL

SYS. SYSTEM

T

T THICK

T&B TOP AND BOTTOM

THD THREADED (ROD)

T.O., T/ TOP OF

T.O.C. TOP OF CONCRETE

T.O.F. TOP OF FOOTING

T.O.G. TOP OF GRATING

T.O.M. TOP OF MASONRY

T.O.P. TOP OF PARAPET

T.O.S. TOP OF STEEL/TOP OF SLAB

T.O.W. TOP OF WALL

T&S TEMPERATURE AND SHRINKAGE

TYP. TYPICAL

U

U.N.O. UNLESS NOTED OTHERWISE

U.O.N. UNLESS OTHERWISE NOTED

V

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

W

W/ WITH

WDW WINDOW

WF WIDE FLANGE STRUCTURAL STEEL

W.J. WALL JOINT

WO/ WITHOUT

WP, W.P. WORKING POINT

WT. WEIGHT

WWF WELDED WIRE FABRIC

X

XFMR TRANSFORMER

SYMBOLS

CL CENTERLINE

± PLUS OR MINUS

@ AT

Ø DIAMETER

P PLATEL

PLAN NORTH

PLAN VIEW

SCALE: 1/4"=1'-0" A1

TYPICAL DETAIL

SCALE: 1"=1'-0" REF: S-101

12K 12KW16x26 (10) c=3/4"

(+14'-6")

16K2

F40 P

W x4

NOTE: ELEVATIONS ARE IN REFERENCE

TO FINISHED FIRST FLOOR ELEVATION

ESTABLISHED AS 0'-0". CONTRACTOR

SHALL FIELD VERIFY ACTUAL

ELEVATIONS PRIOR TO CONSTRUCTION.

- - - CAPILLARY WATER BARRIER

- - - CMU

- - - CONCRETE

- - - COMPACTED SOIL

- - - EXISTING / BRICK

- - - EXTERIOR WALL SHEATHING

- - - GROUT / SAND

- - - JOINT FILLER

- - - METAL GRATING

- - - RIGID INSULATION

- - - ELEVATION MARKER

- - - FINISH GRADE

- - - MATCH LINE

- - - FOOTING STEP

- - - STEEL MOMENT CONNECTION

- - - DECK SPAN DIRECTION

REFERENCE PLANE

ELEVATION

TITLE MARKS

DETAIL NUMBER DETAIL TITLE

DETAIL SCALE REFERRING

SHEET(S)

STEEL BEAM MARKS

FOOTING MARK (SEE

FOOTING SCHEDULE)

PEDESTAL/COLUMN

(CENTERED ON

FOOTING U.N.O.)

PEDESTAL/COLUMN MARK

- - - STEEL

- - - FLOWABLE FILL

- - - UNDISTURBED SOIL

EXTENTS OF FOOTING

SPREAD FOOTING MARK

COLUMN

SIZE

COLUMN

STEEL

OPEN WEB STEEL JOIST MARKS

STEEL

BEAM SIZE

# OF SHEAR STUDS

CAMBER BEAM

SHEAR

REACTION

BEAM ELEVATION BEAM

JOIST

JOIST SIZE

PLAN TITLE

PLAN

SCALE

MAGNETIC

NORTH

ELEVATION MARK

PLAN TITLE MARK DETAIL TITLE MARK

COLUMN MARK

T.O.S.

16'-0"

(1001)

IN HOUSE

DETAIL #

-2'-0"

TOP OF FOOTING

ELEV.

-2 '-0

P5

WF55

TOP OF FOOTING

ELEV.

PEDESTAL MARK

WALL FOOTING

MARK, SEE SCHED.

WALL FOOTING MARK

S

FOOTING

STEP

P = ± 5kP = ± 5k

BEAM AXIAL TENSION/

COMPRESSION REACTION

W .J

WALL JOINT

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R e v is io n s

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US Army Corps of Engineers Mobile District

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A B C D

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PLAN LEGEND

THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED FOR

REINFORCEMENT UNLESS OTHERWISE SHOWN ON THE DRAWINGS

STRUCTURAL ELEMENT COVER

CONCRETE CAST AGAINST AND

PERMANENTLY EXPOSED TO EARTH

CONCRETE EXPOSED TO EARTH

#6 OR LARGER

#5 BARS OR SMALLER

CONCRETE EXPOSED TO WEATHER

#6 OR LARGER

#5 BARS OR SMALLER

CONCRETE NOT EXPOSED TO WEATHER

OR CONTACT WITH GROUND

BEAMS AND COLUMNS

3"

2" 1 1/2"

2 1/2" 2"

3/4"

1 1/2"

1. LENGTHS INDICATED HERE ARE BASED ON ACI 318-14, 25.4.2.2 WITH MATERIAL PROPERTIES OF fy=60 KSI, fc'=3000 PSI

2. TOP BARS ARE ANY HORIZONTAL BARS POSITIONED WHERE 12" OR MORE OF CONCRETE IS

CAST BELOW

3. SPLICE LENGTHS INDICATED ARE CLASS B TENSION LAP SPLICES

4. THESE LAP SPLICE LENGTHS APPLY ONLY TO BARS THAT HAVE A CLEAR SPACING AND A

CLEAR COVER OF NOT LESS THAN ONE BAR DIAMETER AND HAVE STIRRUPS AND TIES

THROUGHOUT THE SPLICE LENGTH NOT LESS THAN THE CODE MINIMUM OR TO BARS THAT

HAVE A CLEAR SPACING NOT LESS THAN TWO BAR DIAMETERS AND A CLEAR COVER OF

NOT LESS THAN ONE BAR DIAMETER. LAP SPLICE LENGTHS FOR BARS WITH CLOSER

SPACING OR LESS CLEAR COVER SHALL BE CALCULATED BY ACI 318-14, 25.4.2.3.

BAR

SIZE

EMBEDMENT LENGTH (IN.) TENSION LAP SPLICE LENGTH (IN.)

TOP BARS OTHER BARS TOP BARS OTHER BARS

#3 22" 17" 29" 23"

#4 29" 22" 38" 29"

#5 36" 28" 47" 37"

#6 43" 33" 56" 43"

#7 63" 48" 82" 63"

#8 72" 55" 94" 72"

PLAN VIEW - DOUBLE REINFORCEMENT LAYER

HOOK INSIDE HORIZ. REINF.

LAYER AT CORNER

END OF WALL OR

EDGE OF OPENING

PLAN VIEW - SINGLE REINFORCEMENT LAYER

HOOK HORIZ. WALL

REINF. AT WALL

INTERSECTION

END OF WALL OR

EDGE OF OPENING

TYPICAL

TENSION LAP SPLICE

HOOK HORIZ. REINF.

AT WALL INTERSECTION

CORNER WALL DETAIL INTERSECTING WALL DETAIL END/EDGE WALL DETAIL

HOOK HORIZ. WALL

REINF. AT CORNER

CORNER WALL DETAIL INTERSECTING WALL DETAIL END/EDGE WALL DETAIL

S o lic it a ti o n

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SHEET

R e v ie w e d

B y

D ra w n

B y

D e s ig n e d

B y

C h e c k e d

B y

D a te

F ile

N o

S y m b o l D e s c ri p ti o n

R e v is io n s

A p p ro v e d D a te

N o

US Army Corps of Engineers Mobile District

A

B C D

A B C D

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H I

SHEET of

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NOT TO SCALE

TYPICAL CONCRETE COVER

A2

NOT TO SCALE

EMBEDMENT & TENSION LAP SPLICE LENGTHS

C2

NOT TO SCALE

TYPICAL CONCRETE WALL REINFORCEMENT AT INTERSECTIONS

A6

T/ FTG.

SEE PLAN

T/ FTG.

SEE PLAN

T 6"

S

LA

B T

H

IC

K N

E S

S S

E E

P

LA

N

SEE SLAB

REINFORCING

SCHEDULE

U .N

.O

1/

T U

.N .O

2/

T

SUBGRADE

OR FILL

CAPILLARY

WATER BARRIER VAPOR BARRIER

T, SLAB

THICKNESS

4"

6"

SLAB REINFORCING

#3@12" O.C.E.W.

#4@12" O.C.E.W.

S E

E P

LA

N

D E

P R

E S

S

IO

N S

E E

P

LA

N T

=S

LA

B T

H

IC

K N

E S

S

1' - 0"1' - 6"

S E

E P

LA

N

T =S

LA

B

T H

IC

K

N E

S S

4"

4"

3/8"Ø EXP. ANCHOR WITH

3" PROJECTION @ 24" O.C.

AROUND PERIMETER

POST INSTALLED ANCHOR

FOR EQUIP. MOUNTING

#3@12" O.C.E.W. CENTERED

EDGE OF

EQUIPMENT

3/4" CHAMFER

(TYP.)

TYP. SLAB

ON GRADE

NOTES:

1. SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR

SPECIFIC LOCATION FOR HOUSEKEEPING PADS.

2. HOUSEKEEPING PAD SHOWN HERE IS FOR CONDITION AT SLABS ON

GRADE. HOUSEKEEPING PAD ON ELEVATED SLABS SHALL BE

CONSTRUCTED SIMILARLY.

SMOOTH DOWELS WITH DOWEL BASKETS,

SEE SCHEDULE

GREASE FULL LENGTH

STOP REINF.

SAWED JOINT,

1/8" WIDE x DEPTH=T/4

TYPICAL SOG CONSTRUCTION JOINT

TYPICAL SOG CONTRACTION JOINT

NOTE:

1. THESE JOINTS ARE LABELED "C.J." ON PLANS. CONTRACTOR SHALL

ESTABLISH LOCATION AND LAYOUT OF EACH JOINT TYPE

(CONTRACTION OR CONSTRUCTION) BASED ON THE EXTENT OF

CONCRETE PLACEMENT, UNLESS INDICATED OTHERWISE.

2. REMOVE ALL JOINT FORMWORK PRIOR TO SECOND CONCRETE

PLACEMENT.

MAX.

3"

MAX

3"

S E

E P

LA

N

SMOOTH DOWELS

(CONST. & CONTR. JTS.)

3/4"Øx14" LONG @ 12" O.C.

3/4"Øx14" LONG @ 12" O.C.

4"

6"

T, SLAB

THICKNESS

1"Øx16" LONG @ 12" O.C.8"

TAPERED PLATE DOWELS

(CONST. JTS. ONLY)

1/4"x4-1/2"x4-1/2" @ 18" O.C.

1/4"x4-1/2"x4-1/2" @ 18" O.C.

3/8"x4-1/2"x4-1/2" @ 18" O.C.

STOP REINF.

MAX.

3"

MAX

3"

S E

E P

LA

N

CONSTRUCTION

JOINT

SMOOTH DOWELS WITH DOWEL BASKETS,

GREASED FULL LENGTH

OR

TAPERED PLATE DOWELS

SEE SCHEDULE

DOWELED CONSTRUCTION JOINTDISCONTINUE

REINF. AT JOINT

T, S

EE

P

LA

N

T, S

EE

P

LA

N

F T

G . D

E P

T H

F T

G . D

E P

T H

LONG. REINF., TYP.

TRANSVERSE REINF.,

TYP.

VERTICAL REINFORCING WITH STD. HOOK

EACH END, , SIZE AND SPACING TO MATCH

LONGI…