W912HN-22-4012_DRAWINGS_VOL2_AMD2.pdf

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SHEET ID.

INDEX OF DRAWINGS

SHEET ID. TITLESHEET ID.TITLETITLE

VOLUME 1 - SITE

COVER SHEET

GI001 INDEX OF DRAWINGS

GI002 INDEX OF DRAWINGS

GC101 CIVIL SITE VICINITY AND LOCATION MAPS

GC102 CIVIL SITE CONSTRUCTION LIMITS

GC103 CIVIL SITE GENERAL NOTES

GC104 CIVIL SITE ABBREVIATIONS AND SYMBOLS

VF101 CIVIL SITE TOPOGRAPHICAL SURVEY

CD101 CIVIL SITE DEMOLITION PLAN

CS101 CIVIL SITE LAYOUT PLAN

CS501 CIVIL SITE LAYOUT DETAILS

CG101 CIVIL SITE GRADING PLAN

CG501 CIVIL SITE GRADING DETAILS

CP101 CIVIL SITE PAVEMENT JOINT PLAN

CP501 CIVIL SITE PAVEMENT JOINT DETAILS

CU101 CIVIL SITE UTILITY PLAN

CE001 E. & S.C. COVER SHEET

CE101 E. & S.C. INITIAL PLAN

CE102 E. & S.C. INTERMEDIATE PLAN

CE103 E. & S.C. FINAL PLAN

CE501 E. & S.C. GRND. STABILIZ. & MAT. HANDLING

CE502 E. & S.C. SELF INSP., RECORD KEEP. AND REPORT.

CE503 E. & S.C. BMP DETAILS

CE504 E. & S.C. LANDSCAPING DETAILS

MS101 MECHANICAL SITE PLAN

ES001 SITE ELECTRICAL LEGEND AND NOTES

ES101 SITE ELECTRICAL DEMOLITION PLAN

ES102 SITE ELECTRICAL PLAN

ES103 SITE ELECTRICAL TELECOM PLAN A

ES104 SITE ELECTRICAL TELECOM PLAN B

ES105 SITE ELECTRICAL TELECOM PLAN C

ES501 SITE POWER DETAILS

ES502 SITE TELECOMMUNICATIONS DETAILS

ES601 TELECOMMUNICATIONS FOC CABLING ONE-LINE DIAGRAM

G-001 COVER SHEET

GI001 INDEX OF DRAWINGS

GI002 GENERAL NOTES, ABBREVIATIONS

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 GENERAL STRUCTURAL NOTES

SD101 FIRST FLOOR DEMOLITION PLAN - WEST

SD102 FIRST FLOOR DEMOLITION PLAN - EAST

SB101 FIRST FLOOR FOUNDATION PLAN - WEST

SB102 FIRST FLOOR FOUNDATION PLAN - EAST

SB501 FOUNDATION DETAILS

SB502 FOUNDATION DETAILS

SB503 FOUNDATION DETAILS

SB504 MASONRY DETAILS

SB505 MASONRY DETAILS

SF101 SECOND FLOOR FRAMING PLAN - WEST

SF102 SECOND FLOOR FRAMING PLAN - EAST

SF103 THIRD FLOOR FRAMING PLAN - WEST

SF104 THIRD FLOOR FRAMING PLAN - EAST

SF105 ATTIC FRAMING PLAN - WEST

SF106 ATTIC FRAMING PLAN - EAST

SF107 ROOF PLAN - WEST

SF108 ROOF PLAN - EAST

SF201 FRAMING ELEVATIONS

SF202 FRAMING ELEVATIONS

SF203 FRAMING ELEVATIONS

SF401 ENLARGED PLANS

SF402 ENLARGED PLANS

SF501 FRAMING DETAILS

SF502 FRAMING DETAILS

SF503 FRAMING DETAILS

SF504 FRAMING DETAILS

SF505 FRAMING DETAILS

SF506 FRAMING DETAILS

SF507 FRAMING DETAILS

SF508 FRAMING DETAILS

SF601 SCHEDULES

A-001 BUILDING AND LIFE SAFETY CODE ANALYSIS ( FOR REFERENCE ONLY)

A-002 FIRE PROTECTION FIRE ACCESS PLAN

A-003 FIRE PROTECTION CODE COMPLIANCE PLAN

A-004 BUILDING AND LIFE SAFETY FLOOR PLAN

A-005 BUILDING AND LIFE SAFETY FLOOR PLAN

A-006 BUILDING AND LIFE SAFETY FLOOR PLAN

A-007 BUILDING AND LIFE SAFETY FLOOR PLAN

A-008 BUILDING AND LIFE SAFETY FLOOR PLAN

A-009 BUILDING AND LIFE SAFETY FLOOR PLAN

AE101 FIRST FLOOR EXISTING PLAN

AE102 SECOND FLOOR EXISTING PLAN

AE103 THIRD FLOOR EXISTING PLAN

AE104 ROOF EXISTING PLAN

AD101 FIRST FLOOR DEMOLITION PLAN - WEST

AD102 FIRST FLOOR DEMOLITION PLAN - EAST

AD103 SECOND FLOOR DEMOLITION PLAN - WEST

AD104 SECOND FLOOR DEMOLITION PLAN - EAST

AD105 THIRD FLOOR DEMOLITION PLAN - WEST

AD106 THIRD FLOOR DEMOLITION PLAN - EAST

AD107 ATTIC DEMOLTION PLAN - WEST

AD108 ATTIC DEMOLTION PLAN - EAST

AD109 ROOF DEMOLTION PLAN - WEST

AD110 ROOF DEMOLITION PLAN - EAST

AD201 DEMOLITION BUILDING ELEVATIONS - NORTH

AD202 DEMOLITION BUILDING ELEVATIONS - SOUTH

AD203 DEMOLITION BUILDING ELEVATIONS - EAST & WEST

AD401 DEMOLITION PLAN - TYPICAL LIVING MODULE

AD402 DEMOLITION PLAN - SERVICE MODULE

AD403 DEMOLITION PLAN & EXISTING CONDITION-STAIRS

AD404 DEMOLITION PLAN & EXISTING CONDITION-STAIRS

A-101 FIRST FLOOR PLAN - WEST

A-102 FIRST FLOOR PLAN - EAST

A-103 SECOND FLOOR PLAN - WEST

A-104 SECOND FLOOR PLAN - EAST

A-105 THIRD FLOOR PLAN - WEST

A-106 THIRD FLOOR PLAN - EAST

A-107 ATTIC FLOOR PLAN - WEST

A-108 ATTIC FLOOR PLAN - EAST

A-109 ROOF PLAN - WEST

A-110 ROOF PLAN - EAST

A-111 FIRST FLOOR REFLECTED CEILING PLAN - WEST

A-112 FIRST FLOOR REFLECTED CEILING PLAN - EAST

A-113 SECOND FLOOR REFLECTED CEILING PLAN - WEST

A-114 SECOND FLOOR REFLECTED CEILING PLAN - EAST

A-115 THIRD FLOOR REFLECTED CEILING PLAN - WEST

A-116 THIRD FLOOR REFLECTED CEILING PLAN - EAST

A-201 NORTH ELEVATION

A-202 SOUTH ELEVATION

A-203 EAST AND WEST ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING LONGITUDINAL SECTION

A-303 BUILDING SECTION - MECHANICAL ADDITION

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-401 ENLARGED FLOOR PLAN - TYPICAL LIVING UNIT

A-402 ENLARGED REFLECTED CEILING PLAN - TYPICAL LIVING UNIT

A-403 ENLARGED FLOOR PLAN - WEST SERVICE MODULE

A-404 ENLARGED FLOOR PLAN - EAST SERVICE MODULE

A-405 INTERIOR ELEVATIONS - LIVING UNIT

A-406 INTERIOR ELEVATIONS - SERVICE UNIT

A-407 INTERIOR ELEVATIONS - SERVICE UNIT

A-408 INTERIOR ELEVATIONS - SERVICE UNIT

A-409 ENLARGED FLOOR PLAN - COURTYARD INFILL

A-410 ENLARGED FLOOR PLAN - ENLARGED RAMP

A-411 ENLARGED STAIR PLANS AND SECTION

A-412 ENLARGED FLOOR PLAN - MECHANICAL ADDITIONS

A-501 STAIR DETAILS

A-502 INTERIOR DETAILS

A-503 INTERIOR DETAILS

A-504 SUSPENDED CEILING DETAILS

A-510 ROOF DETAILS

A-511 ROOF DETAILS

A-601 PARTITION TYPES

A-602 DOOR SCHEDULE AND DETAILS

A-603 DOOR SCHEDULE AND DETAILS

A-604 EXT. DOOR DETAILS

A-605 INT. DOOR DETAILS

A-607 WINDOW & LOUVER SCHEDULE

A-608 WINDOW & LOUVER DETAILS

A-611 ROOM FINISH SCHEDULE

A-701 AIR BARRIER BUILDING DETAILS

A-702 AIR BARRIER SECTIONS

A-703 AIR BARRIER DETAILS

A-704 AIR BARRIER BUILDING DETAILS

A-901 PERSPECTIVE VIEW

I-101 FIRST FLOOR FURNITURE PLAN - WEST

I-102 FIRST FLOOR FURNITURE PLAN - EAST

I-103 SECOND FLOOR FURNITURE PLAN - WEST

I-104 SECOND FLOOR FURNITURE PLAN - EAST

I-105 THIRD FLOOR FURNITURE PLAN - WEST

I-106 THIRD FLOOR FURNITURE PLAN - EAST

I-401 INTERIOR ELEVATIONS

I-501 INTERIOR FINISH LEGEND

I-502 SIGNAGE TYPICALS & DETAILS

I-601 ROOM FINISH SCHEDULES

I-602 SIGNAGE SCHEDULES

FA001 FIRE ALARM LEGEND AND OPERATIONS MATRIX

FA101 FIRE ALARM AND MNS FLOOR PLAN - 1ST FLOOR - WEST SIDE

FA102 FIRE ALARM AND MNS FLOOR PLAN - 1ST FLOOR - EAST SIDE

FA103 FIRE ALARM AND MNS FLOOR PLAN - 2ND FLOOR - WEST SIDE

FA104 FIRE ALARM AND MNS FLOOR PLAN - 2ND FLOOR - EAST SIDE

FA105 FIRE ALARM AND MNS FLOOR PLAN - 3RD FLOOR - WEST SIDE

FA106 FIRE ALARM AND MNS FLOOR PLAN - 3RD FLOOR - EAST SIDE

FA107 FIRE ALARM AND MNS FLOOR PLAN - ATTIC - WEST SIDE

FA108 FIRE ALARM AND MNS FLOOR PLAN - ATTIC - EAST SIDE

FA501 FIRE ALARM AND MNS DETAILS

FA601 FIRE ALARM AND MNS DIAGRAM

FX001 FIRE PROTECTION LEGEND AND GENERAL NOTES

FD101 FIRE PROTECTION FIRST FLOOR DEMO WEST

FD102 FIRE PROTECTION FIRST FLOOR DEMO EAST

FD103 FIRE PROTECTION SECOND FLOOR DEMO WEST

FD104 FIRE PROTECTION SECOND FLOOR DEMO EAST

FD105 FIRE PROTECTION THIRD FLOOR DEMO WEST

FD106 FIRE PROTECTION THIRD FLOOR DEMO EAST

FX101 FIRE PROTECTION FIRST FLOOR PLAN WEST

FX102 FIRE PROTECTION FIRST FLOOR PLAN EAST

FX103 FIRE PROTECTION SECOND FLOOR PLAN WEST

FX104 FIRE PROTECTION SECOND FLOOR PLAN EAST

FX105 FIRE PROTECTION THIRD FLOOR PLAN WEST

FX106 FIRE PROTECTION THIRD FLOOR PLAN EAST

FX107 FIRE PROTECTION ATTIC PLAN WEST

FX108 FIRE PROTECTION ATTIC PLAN EAST

FX401 FIRE PROTECTION TYP. UNIT PLAN

FX501 FIRE PROTECTIONS DETAILS

FX502 FIRE PROTECTION DETAILS

P-001 PLUMBING LEGEND

PD101 FIRST FLOOR PLUMBING DEMOLITION PLAN - WEST

PD102 FIRST FLOOR PLUMBING DEMOLITION PLAN - EAST

PD103 SECOND FLOOR PLUMBING DEMOLITION PLAN - WEST

PD104 SECOND FLOOR PLUMBING DEMOLITION PLAN - EAST

PD105 THIRD FLOOR PLUMBING DEMOLITION PLAN - WEST

PD106 THIRD FLOOR PLUMBING DEMOLITION PLAN - EAST

PL101 FIRST FLOOR DOMESTIC PLUMBING PLAN - WEST

PL102 FIRST FLOOR DOMESTIC PLUMBING PLAN - EAST

PL103 SECOND FLOOR DOMESTIC PLUMBING PLAN - WEST

PL104 SECOND FLOOR DOMESTIC PLUMBING PLAN - EAST

PL105 THIRD FLOOR DOMESTIC PLUMBING PLAN - WEST

PL106 THIRD FLOOR DOMESTIC PLUMBING PLAN - EAST

PL107 ATTIC DOMESTIC PLUMBING PLAN - WEST

PL108 ATTIC DOMESTIC PLUMBING PLAN - EAST

PL109 FIRST FLOOR SANITARY PLUMBING PLAN - WEST

PL110 FIRST FLOOR SANITARY PLUMBING PLAN - EAST

PL111 SECOND FLOOR SANITARY PLUMBING PLAN - WEST

PL112 SECOND FLOOR SANITARY PLUMBING PLAN - EAST

PL113 THIRD FLOOR SANITARY PLUMBING PLAN - WEST

PL114 THIRD FLOOR SANITARY PLUMBING PLAN - EAST

PL115 ATTIC SANITARY PLUMBING PLAN - WEST

PL116 ATTIC SANITARY PLUMBING PLAN - EAST

PL401 PLUMBING ENLARGED PLANS

PL402 PLUMBING ENLARGED PLANS

PL403 PLUMBING ENLARGED PLANS

PL404 PLUMBING ENLARGED PLANS

PL501 PLUMBING DETAILS

PL502 PLUMBING DETAILS

PL503 PLUMBING DETAILS

PL504 PLUMBING DETAILS

PL505 PLUMBING DETAILS

PL601 PLUMBING SCHEDULES

PL901 DOMESTIC PLUMBING ISOMETRIC - OVERALL

PL902 SANITARY PLUMBING ISOMETRIC - OVERALL

PL903 TYPICAL BEDROOM ISOMETRICS

PL904 TYPICAL CORRIDOR/LAUNDRY ISOMETRICS

PL905 LOBBY BATHROOM ISOMETRICS

M-001 HVAC LEGEND

MD101 FIRST FLOOR HVAC DEMOLITION PLAN - WEST

MD102 FIRST FLOOR HVAC DEMOLITION PLAN - EAST

MD103 SECOND FLOOR HVAC DEMOLITION PLAN - WEST

MD104 SECOND FLOOR HVAC DEMOLITION PLAN - EAST

MD105 THIRD FLOOR HVAC DEMOLITION PLAN - WEST

MD106 THIRD FLOOR HVAC DEMOLITION PLAN - EAST

MD107 ATTIC HVAC DEMOLITION PLAN - WEST

MD108 ATTIC HVAC DEMOLITION PLAN - EAST

MD401 ENLARGED HVAC DEMOLITION PLAN

MH101 FIRST FLOOR HVAC PLAN - WEST

MH102 FIRST FLOOR HVAC PLAN - EAST

MH103 SECOND FLOOR HVAC PLAN - WEST

MH104 SECOND FLOOR HVAC PLAN - EAST

MH105 THIRD FLOOR HVAC PLAN - WEST

MH106 THIRD FLOOR HVAC PLAN - EAST

MH107 ATTIC HVAC PLAN - WEST

MH108 ATTIC HVAC PLAN - EAST

MH301 HVAC SECTIONS

MH302 HVAC SECTIONS

MH303 HVAC SECTIONS

MH401 HVAC ENLARGED PLANS

MH402 HVAC ENLARGED PLANS

MH403 HVAC ENLARGED PLANS

MH501 HVAC DETAILS

MH502 HVAC DETAILS

MH503 HVAC DETAILS

MH504 HVAC DETAILS

MH505 HVAC DETAILS

MH506 HVAC DETAILS

MH507 HVAC DETAILS

MH508 HVAC DETAILS

MH601 HVAC SCHEDULES

MH602 HVAC SCHEDULES

MH603 HVAC SCHEDULES

MH604 HVAC SCHEDULES

MH605 HVAC SCHEDULES

MI001 HVAC CONTROLS LEGEND

MI002 HVAC CONTROLS GENERAL NOTES AND CONTROL POINTS INSTRUCTIONS

MI003 HVAC CONTROLS POINTS INSTRUCTIONS

MI801 HVAC CONTROLS LEGEND

MI802 DOAS CONTROL SEQUENCE

MI803 DOAS CONTROLS POINTS SCHEDULE

MI804 FCU CONTROLS

MI805 CONTROL SCHEDULES

MI806 HYDRONIC CONTROL SCHEMATICS

MI807 HYDRONIC SEQUENCES OF OPERATION

MI808 HYDRONIC SYSTEM CONTROL POINTS SCHEDULES

MI809 MISC. CONTROLS, SCHEMATICS & SEQUENCES OF OPERATION

MI810 MISC. CONTROLS, SCHEMATICS & SEQUENCES OF OPERATION

MI811 MISC. CONTROL POINTS SCHEDULE

MI812 MISC. CONTROL POINTS SCHEDULE

MI813 DOMESTIC HOT WATER CONTROLS

MP101 FIRST FLOOR HYDRONIC PIPING PLAN - WEST

MP102 FIRST FLOOR HYDRONIC PIPING PLAN - EAST

VOLUME 1 - SITE

VOLUME 2 - BUILDING

G-001

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INDEX OF DRAWINGS CONTINUED

MP103 SECOND FLOOR HYDRONIC PIPING PLAN - WEST

MP104 SECOND FLOOR HYDRONIC PIPING PLAN - EAST

MP105 THIRD FLOOR HYDRONIC PIPING PLAN - WEST

MP106 THIRD FLOOR HYDRONIC PIPING PLAN - EAST

MP107 ATTIC HYDRONIC PIPING PLAN - WEST

MP108 ATTIC HYDRONIC PIPING PLAN - EAST

E-001 ELECTRICAL LEGEND AND NOTES

ED101 ELECTRICAL DEMOLITION PLAN - 1ST FLOOR - WEST SIDE

ED102 ELECTRICAL DEMOLITION PLAN - 1ST FLOOR - EAST SIDE

ED103 ELECTRICAL DEMOLITION PLAN - 2ND FLOOR - WEST SIDE

ED104 ELECTRICAL DEMOLITION PLAN - 2ND FLOOR - EAST SIDE

ED105 ELECTRICAL DEMOLITION PLAN - 3RD FLOOR - WEST SIDE

ED106 ELECTRICAL DEMOLITION PLAN - 3RD FLOOR - EAST SIDE

EL101 LIGHTING PLAN - 1ST FLOOR - WEST SIDE

EL102 LIGHTING PLAN - 1ST FLOOR - EAST SIDE

EL103 LIGHTING PLAN - 2ND FLOOR - WEST SIDE

EL104 LIGHTING PLAN - 2ND FLOOR - EAST SIDE

EL105 LIGHTING PLAN - 3RD FLOOR - WEST SIDE

EL106 LIGHTING PLAN - 3RD FLOOR - EAST SIDE

EL107 LIGHTING PLAN - ATTIC - WEST SIDE

EL108 LIGHTING PLAN - ATTIC - EAST SIDE

EL401 ENLARGED LIGHTING PLAN - LIVING UNIT

EL501 LIGHT FIXTURE SCHEDULE

EL502 LIGHT FIXTURE DETAILS

EL601 LIGHTING CONTROL SCHEDULES AND DIAGRAMS

EP101 POWER PLAN - 1ST FLOOR - WEST SIDE

EP102 POWER PLAN - 1ST FLOOR - EAST SIDE

EP103 POWER PLAN - 2ND FLOOR - WEST SIDE

EP104 POWER PLAN - 2ND FLOOR - EAST SIDE

EP105 POWER PLAN - 3RD FLOOR - WEST SIDE

EP106 POWER PLAN - 3RD FLOOR - EAST SIDE

EP401 ENLARGED POWER PLANS

EP402 ENLARGED POWER PLANS

EP501 POWER DETAILS

EP601 POWER RISER DIAGRAM

EP602 EQUIPMENT BRANCH CIRCUIT SCHEDULE

EP603 EQUIPMENT BRANCH CIRCUIT SCHEDULE

EP604 EQUIPMENT BRANCH CIRCUIT SCHEDULE

EP605 EQUIPMENT BRANCH CIRCUIT SCHEDULE

EP606 EQUIPMENT BRANCH CIRCUIT SCHEDULE

EP701 PANEL SCHEDULES

EP702 PANEL SCHEDULES

EP703 PANEL SCHEDULES

EP704 PANEL SCHEDULES

EP705 PANEL SCHEDULES

EP706 PANEL SCHEDULES

EP707 PANEL SCHEDULES

EP708 PANEL SCHEDULES

EP709 PANEL SCHEDULES

EG101 LIGHTNING PROTECTION PLAN - WEST SIDE

EG102 LIGHTNING PROTECTION PLAN - EAST SIDE

EG501 MISC GROUNDING DETAILS

T-001 TELECOMMUNICATIONS LEGEND AND GENERAL NOTES

TN101 TELECOMMUNICATIONS PLAN - 1ST FLOOR - WEST SIDE

TN102 TELECOMMUNICATIONS PLAN - 1ST FLOOR - EAST SIDE

TN103 TELECOMMUNICATIONS PLAN - 2ND FLOOR - WEST SIDE

TN104 TELECOMMUNICATIONS PLAN - 2ND FLOOR - EAST SIDE

TN105 TELECOMMUNICATIONS PLAN - 3RD FLOOR - WEST SIDE

TN106 TELECOMMUNICATIONS PLAN - 3RD FLOOR - EAST SIDE

TN401 ENLARGED TELECOMMUNICATIONS PLANS

TN501 TELECOMMUNICATIONS DETAILS

TN601 TELECOMMUNICATIONS DIAGRAMS

8 6 2 0 8 164

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GENERAL SHEET NOTES

KEY PLAN

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US Army Corps of Engineers ®

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PH

B

AR

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AC

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N

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R

EA

D Y

TO

A

D

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R

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(R

TA

1/8" = 1'-0"

ROOF PLAN - WEST1

WEST EAST

D

C

B

B

C

A

A

D

NEW CONSTRUCTION KEY NOTES

NOTE # NOTE TEXT

1 16" NW CONCRETE MAT SLAB, REINF. W/ #6 BAR @ 8"

OC EACH WAY TOP/BOTTOM (f'c=4000 PSI)

2 2 1/2" LW CONCRETE ON 1.5VLI18 METAL DECK, USE

36/4 FASTENING PATTERN WITH 7 SIDE LAP

FASTENERS

3 NEW ROOF INFILL FRAMING

4 SOG 6" THICK W/ #5 BAR 16" O.C.

5 SLAB REPAIR, SEE DETAIL 9/SB501

6 HOUSE KEEPING DETAIL, SEE MECHANICAL DETAIL

1/MH502, STRUCTURAL DETAIL 6/SB501

7 ROOF DECK 1.5B20 METAL DECK, USE 36/7 FASTENING

PATTERN WITH 10 SIDE LAP FASTENERS

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,

SEE S-001 AND S-002.

2. SEE SF502 AND FOLLOWING FOR ROOF SECTIONS AND

DETAILS.

3. ROOF DECK SHALL BE 1.5B20 GAUGE METAL DECK WITH A

36/4 FASTENING PATTERN WITH 3 SIDELAP'S. SUPPORT

FASTENERS ARE TO BE #12 TEK SCREWS AND SIDELAP

FASTENERS ARE TO BE #12 TEK SCREWS.

4. ROOF BEAM SPACING SHALL NOT EXCEED 5'-0" OC.

5. COLD-FORMED STEEL TRUSS MNFR SHALL BE

RESPONSIBLE FOR DESIGNING DRAGS, STRUTS, AND

BRACES TO TRANSFER LATERAL FORCES ACTING ON

THE ROOF DOWN TO THE ATTIC FRAMING. ALL

CONNECTIONS TO THE ATTIC SLAB SHALL BE THE

RESPONSIBILITY OF THE TRUSS MNFR.

6. PROVIDE CONT 1/4X12" BENT PLATE @ ALL RIDGES.

7. COORDINATE ALL ROOF DIMENSIONS, ELEVATIONS,

OPENINGS AND PENETRATIONS WITH ARCHITECTURAL,

MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS.

SEE ARCHITECTURAL DRAWINGS FOR ROOF PENETRATION

WATERPROOFING DETAILS.

8. CONTRACTOR SHALL REMOVE THE EXISTING FLAT ROOF

BALLAST MATERIAL AS PART OF THIS BUILDING

RENOVATION. REFER TO THE ARCHITECTURAL PLANS FOR

DETAILED REMOVAL REQUIREMENTS.

M

AR

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IN

A C

C O

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A M

EN

D

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0 2

EXISTING ROOF

EXISTING ROOF

8 6 2 0 8 164

4" /1

2" 4"

/1 2"

4" /1

2" 4"

/1 2"

SF

M

AT

C H

L

IN

E

SF

M

AT

C H

L

IN

E

SF502

SF502

SF508

TYP.

SF508

TYP.

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

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D B

Y:

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IS

SU

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C H

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D B

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A

C

AT

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C O

D E:

AN

SI

D

NORTH ARROW

GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

Pl ot

D at e:

Fi le P at h:

US Army Corps of Engineers ®

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

C

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/2

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PM

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AG

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R . H

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AN

1-

-4

SF108

R O

O F

PL

AN

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SA

VA

N N

AH

D

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W . O

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TH

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A

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N

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(R

TA

1/8" = 1'-0"

ROOF PLAN - EAST1

WEST EAST

D

C

B

B

C

A

A

D

NEW CONSTRUCTION KEY NOTES

NOTE # NOTE TEXT

1 16" NW CONCRETE MAT SLAB, REINF. W/ #6 BAR @ 8"

OC EACH WAY TOP/BOTTOM (f'c=4000 PSI)

2 2 1/2" LW CONCRETE ON 1.5VLI18 METAL DECK, USE

36/4 FASTENING PATTERN WITH 7 SIDE LAP

FASTENERS

3 NEW ROOF INFILL FRAMING

4 SOG 6" THICK W/ #5 BAR 16" O.C.

5 SLAB REPAIR, SEE DETAIL 9/SB501

6 HOUSE KEEPING DETAIL, SEE MECHANICAL DETAIL

1/MH502, STRUCTURAL DETAIL 6/SB501

7 ROOF DECK 1.5B20 METAL DECK, USE 36/7 FASTENING

PATTERN WITH 10 SIDE LAP FASTENERS

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,

SEE S-001 AND S-002.

2. SEE SF502 AND FOLLOWING FOR ROOF SECTIONS AND

DETAILS.

3. ROOF DECK SHALL BE 1.5B20 GAUGE METAL DECK WITH A

36/4 FASTENING PATTERN WITH 3 SIDELAPS. SUPPORT

FASTENERS ARE TO BE #12 TEK SCREWS AND SIDELAP

FASTENERS ARE TO BE #12 TEK SCREWS.

4. ROOF BEAM SPACING SHALL NOT EXCEED 5'-0" OC.

5. COLD-FORMED STEEL TRUSS MNFR SHALL BE

RESPONSIBLE FOR DESIGNING DRAGS, STRUTS, AND

BRACES TO TRANSFER LATERAL FORCES ACTING ON

THE ROOF DOWN TO THE ATTIC FRAMING. ALL

CONNECTIONS TO THE ATTIC SLAB SHALL BE THE

RESPONSIBILITY OF THE TRUSS MNFR.

6. PROVIDE CONT 1/4X12" BENT PLATE @ ALL RIDGES.

7. COORDINATE ALL ROOF DIMENSIONS, ELEVATIONS,

OPENINGS AND PENETRATIONS WITH ARCHITECTURAL,

MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS.

SEE ARCHITECTURAL DRAWINGS FOR ROOF PENETRATION

WATERPROOFING DETAILS.

8. CONTRACTOR SHALL REMOVE THE EXISTING FLAT ROOF

BALLAST MATERIAL AS PART OF THIS BUILDING

RENOVATION. REFER TO THE ARCHITECTURAL PLANS FOR

DETAILED REMOVAL REQUIREMENTS.

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IN

A C

C O

R D

AN

C

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IT

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A M

EN

D

M

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T

A U

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0 2

CMU WALL, SEE PLAN AND SCHEDULE

CONT 1/4" BENT PLATE W/ 5" LEGS.

ATTACH METAL DECK TO BENT PLATE

W/ 5/8" DIA PUDDLE WELDS @ 12" OC

CONT 12"X1/4" PLATE.

WELD TO BENT PLATE

8" CMU BOND BEAM AT TOP OF WALL REINF

W/ (2) #5 CONT IN GROUT FILLED CELLS

CONT 1/2"x9" STEEL PLATE

W/ 3/4" DIA X 6" HEADED WELD STUD @ 12" OC

TYP.

VERT REINF W/

90 DEG STD HOOK AT TOP OF WALL

METAL DECK,

SEE PLAN

3/16

1" WELD

3 SIDES

3/16

TYP

PL 3/8"X8"X8"

MATCH BEAM

WEB THICKNESS

3/16 3/16

TYP

STIFFENER TO MATCH

BEAM FLANGE THICKNESS

3/16

3/16

1' - 3"

7"

5/

8"

CMU WALL, SEE PLAN AND SCHEDULE

BEAM, SEE PLAN

METAL DECK, SEE PLAN

3/16

CONT 5X5X1/4" BENT PLATE,

ATTACH METAL DECK TO BENT PLATE

W/ 5/8" DIA PUDDLE WELDS @ 12" OC

CONT 12"X1/4" PLATE. SHOP WELD

TO BENT PLATE

1/4 2 - 12 1/4 2 - 12

8" DEEP MIN CONCRETE CAP

W/ (2) #5 CONT, CUT BLOCK BELOW

AS REQUIRED

CONT 1/2"x6" STEEL PLATE

W/ 3/4" DIA X 4" HEADED WELD STUD @ 12" OC

VERT REINF W/

90 DEG STD HOOK AT TOP OF WALL

HSS 2 1/2X2 1/2X3/16

@ 36" O.C.

HSS 2 1/2X2 1/2X3/16

2'-9" LONG BETWEEN EACH

OUTRIGGER

PL 3/8"X5"X4"

2 3/8"

1/4 2 1/4 21' - 0"

5/

8"

3/16

BOTH

SIDES

STEEL TRUSS,

SEE PLAN

EXISTING EXTERIOR WALL

EXISTING FLOOR SLAB

2" CLR

T/STEEL

VARIES

1' - 2"~

1/2" GUSSET PLATE

SEE SECTION B-B

STEEL BEAM, SEE PLAN

COLUMN,

SEE PLAN

3/16 8 3/16 8

T/STEEL

SEE PLAN

3/16 3/16

WORKPOINT

(3) 3/4" DIA A325

BOLTS, TYP

L3-1/2X3-1/2X3/8

(BOTH SIDES)

3/16 3/16

3 SIDES

(3) 3/4" DIA A325

BOLTS, TYP

3/16 3/16

3 SIDES

1/2"

1/2"

A

A 1 3/4" 1 3/4" 1 3/4"

1 3/4"

1/

2" 3"

3"1 1/

2"

1/ 2" 3"

3"

1/ 2"

SECTION A-ASECTION B-B (GUSSET DETAIL)

L3-1/2X3-1/2X3/8

(BOTH SIDES)

8"

11 3/4"

1' - 6"

3/

8" 1'

1/ 4"

1/

8"

CL

O

F

PL

AT

E

AN

D

HS

S

HSS BRACE

PL 3/8"X4 1/2"

GUSSET PLATE BOTH

SIDES OF HSS, TYP

1/2" M

AX

3/16 3/16

3/16 3/16

CJP WELD

TYP.

RIDGE BEAM

COLUMN

RAFTER BEAM

FALL PROTECTION

ANCHOR POINT

SEE 2/SF504

PL 3/8"X6"X3"

W/ (2) 3/4" DIA.

A325 BOLTS TYP.

METAL ROOF

DECK

CONT 1/8" BENT

PLATE WITH 7"

LEGS

3 1/2"

1/

2" 3"

1 1/2"

1/

2"

NOTE:

1. FALL PROTECTION ABOVE IS SCHEMATICALLY DRAWN.

SEE 2/SF504 FOR FINAL DESIGN DETAILS.

3" 3"

1/

2"

1/ 2"

4 1/2" BEAM SEE PLAN

COLUMN SEE PLAN

SINGLE 1/4" STEEL

SHEAR PLATE

(3) 3/4" DIAMETER

A325 BOLTS

3/16 3/16

3/16 3/16

TYP(2) 3/4" DIAMETER

A325 BOLTS (TYP)

6"

3 1/2"

3"

1/

2"

2"

BEAM SEE

PLAN

RIDGE BEAM

SEE PLAN

PL 1/4X3.5X6

BENT PLATE

SEE 7/SF-503

METAL ROOF

DECK

1 1/2"

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

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D B

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IS

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A

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O

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C O

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AN

SI

D Pl ot

D at e:

Fi le P at h:

US Army Corps of Engineers ®

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

C

D

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F

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AN

1-

-4

SF503

FR

AM

IN

G

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AI

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VA

N N

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D

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W . O

G

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O

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N

AH

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AG

G

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N A

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TA

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R

R

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D Y

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(R

TA

1" = 1'-0"

ROOF EAVE DETAIL4

1" = 1'-0"

ROOF RAKE DETAIL5

1" = 1'-0"

MECH ADDITION / EXISTING BUILDING SECTION6

1" = 1'-0"

HSS BRACE AT WIDE FLANGE COLUMN2

1" = 1'-0"

TYPICAL BRACE FRAME CONNECTION3

1 0 1

1 1/2" = 1'-0"

RAFTER CONNECTION AT BRACED FRAME71 0 1 21/2

1 0 1 21/2 1 0 1 21/2

1 0 1 21/2

1 0 1 21/2

1 0 1

1 1/2" = 1'-0"

ROOF GIRDER SHEAR CONNECTION8 1 0 1

1 1/2" = 1'-0"

RAFTER BEAM SHEAR CONNECTION1

M

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0 2

EXISTING METAL DECK

CONT 5X5X1/4" BENT PLATE,

ATTACH METAL DECK TO BENT PLATE

W/ 5/8" DIA PUDDLE WELDS @ 12" OC

CONT 14"X1/4" PLATE. WELD TO

BENT PLATE1 1/2"

1/2" DIAMETER BOLT

SPACED AT 16" O.C.

NOTE:

1. NOT ALL ARCHITECTURAL ELEMENTS

SHOWN IN THIS DETAIL. SEE ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFO.

SEE ARCHITECTURAL

DRAWINGS FOR INSULATION AND

SHEATHING REQUIREMENTS

(2) #10 SCREW @ 12" O.C.

ATTACH (2) #10 SCREWS TO

EXISTING COLDFORMED GABLE

FRAMING (ATTACH AT EACH STUD,

AT EXISTING STUD SPACING)

COLDFORMED STUD 362S162-54

(MATCH EXISTING GABLE

FRAMING STUD SPACING. EXISTING COLDFORMED STUD

GABLE FRAMING.

362T200-54 TRACK

(BOTH SIDES)

EXISTING METAL

DECK, SEE PLAN

EXISTING COLD

FORMED TRUSS

EXISTING

OUTRIGGER

CONTINUOUS 9"X7"X1/4"

BENT PLATE (SLV), ATTACH

BENT PLATE TO METAL DECK

W/ #10 SCREWS @ 16" O.C.

CONTINUOUS 12"X1/4" PLATE,

SHOP WELD TO BENT PLATE.

ATTACH TO COLD FORM STEEL

W/ #10 SCREWS @ 16" O.C.

COLD FORMED STUD 362S162-54

B/W TRUSS OUTRIGGERS. COLD

FORMED ATTACHMENT CLIP BY

CONTRACTOR

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

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D B

Y:

SI

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FI

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IS

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C O

N

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C O

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AN

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D Pl ot

D at e:

Fi le P at h:

US Army Corps of Engineers ®

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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D

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1-

-4

SF508

FR

AM

IN

G

D

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AI

LS

SA

VA

N N

AH

D

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W . O

G

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TH

O

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PE

A

VE

SA

VA

N

N

AH

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FO

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AG

G

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AR

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N A

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AI

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R

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TO

A

D

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R

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SE

(R

TA

1" = 1'-0"

ROOF RAKE DETAIL (EXISTING ROOF)1

1" = 1'-0"

ROOF EAVE DETAIL (EXISTING ROOF)2

M

AR

K D

ES

C

R

IP

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N D

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AD

D

ED

IN

A

C C

O R

D

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D M

E N T

A

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0 2

1 0 1 21/2 1 0 1 21/2

COLD-FORMED STEEL WALL SCHEDULE

LOCATION WALL LOCATION STUD SIZE AND SPACING

SEE SHEET SF501 FOR COLD-FORMED STEEL WALL DETAILING REQUIREMENTS.

COURTYARD INFILL TYPICAL WALL 362S162 - 54 (50 KSI) @ 12" OC

TIED JAMB SIZE AND

CONFIGURATION

(3) 362S162 - 54 (50 KSI) TIED (FIRST

FLOOR)

(2) 362S162 - 54 (50 KSI) TIED (2ND,

3RD FLOORS)

HEADER SIZE

HSS 3-1/2x2-1/2x5/16

(LLH)

MARK

L 800S162-97

WALL HEADER DOOR HEADER

1'-2"1'-6"

NOTES:

1. 'TOP' BARS ARE HORIZONTAL REBAR WITH MORE THAN 12IN OF FRESH CONCRETE

CAST BELOW THE BARS AT THE DEVELOPMENT LENGTH.

2. 'Ld' FOR #3 AND #4 BARS IN SLAB OR WALL ARE CONSERVATIVE AND MAY BE

REDUCED TO 0.75 TIMES.

3. FOR LIGHT-WEIGHT CONCRETE MULTIPLY THE TABULATED VALUES BY 1.3.

5'-7"7'-3"

4'-5"5'-9" 5'-0"6'-6"

1'-7"

2'-4" 2'-0"

3'-11" 3'-6"

5'-2" 4'-6" 3'-1" 2'-7" 2'-1"

Ld' DEVELOPMENT (EMBEDMENT) LENGTH FOR BEAM, SLAB, AND WALL REAR

(GRADE 60 UNCOATED BARS - NORMAL WEIGHT CONCRETE)

# 3

BAR

SIZE

f'c=4000 psi

TOP BOT

# 3 2'-0" 1'-6"

NOTE:

1. FOR CLASS 'A' SPLICE (PERMITTED ONLY WHEN NOT MORE THAN HALF THE BARS

SPLICED AND SPLICES STAGGERED BY THE DISTANCE OF SPLICE LENGTH), USE

SAME AS "ld' TENSION DEVELOPMENT LENGTH TABLE.

# 11 9'-5" 7'-3"

# 7 # 8 # 9 # 10

# 4 # 5 # 6

7'-6" 8'-6"

5'-10" 6'-8"

4'-0" 3'-4" 2'-8"

4'-6" 5'-2" 5'-9" 6'-6"

3'-1" 2'-7" 2'-1" f'c=4000 psi

TOP BOT

BAR

SIZE

TENSION LAP SPLICES CLASS B FOR TOP & BOTTOM BARS

(GRADE 60 UNCOATED BARS - NORMAL WEIGHT CONCRETE)

# 4 # 5 # 6 # 7 # 8 # 9

# 10 # 11

BAR SIZE

REINFORCEMENT

CENTERED IN WALL

CMU (f'm = 2000 PSI)

REINFORCING SPLICE LENGTH SCHEDULE

#3 #4 #5 #6 #7 #8 #9

NOTES:

1. LENGTHS SHOWN IN THIS SCHEDULE SHALL BE USED UNLESS SPECIFICALLY

NOTED OTHERWISE ON DRAWINGS.

2. LAPPED BARS SHALL BE WIRE TIED TO THE GREATEST EXTENT POSSIBLE.

3. REINFORCING MAY BE CONSIDERED TO BE SPLICED WHEN PLACED IN

ADJACENT GROUTED CELLS AND IF THE BARS ARE SPACED NO FARTHER

APART THAN 1/5 THE REQUIRED LENGTH INDICATED OR 8" MAX.

4. VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE USING BAR

POSITIONERS AS REQUIRED IN GENERAL NOTES AND SPECIFICATIONS.

SPLICE

12-in CMU

WALL REINFORCING

THICKNESS LENGTH

WALL DIMENSIONS

MARK

VERTICAL HORIZONTAL

CMU MASONRY WALL SCHEDULE

NOTES:

1. PROVIDE 8" DEEP MASONRY BOND BEAM REINFORCED WITH (2) #5 CONT AT BASE OF WALLS, FLOOR BEARING, AND TOP OF LEVEL WALLS UNO.

2. PROVIDE 8" DEEP CONCRETE TIE BEAM AT TOP OF ALL SLOPED WALLS, REINFORCED WITH (2) #4 CONT.

3. ALL WALLS SHALL BE FULLY GROUTED BELOW GRADE.

(1) #5 @ 24" OC CENTERED IN CELLS, FULLY GROUTED WALL

JOINT

JOINT REINF @ 16" OC VERTICALLYCONT.12" BOND BEAMS, SEE WALL SECTIONS11

SHEET ID

D R

AW

N

B Y:

D

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US Army Corps of Engineers ®

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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NOT TO SCALE

COLD-FORMED STEEL STUD SCHEDULE1

NOT TO SCALE

CONCRETE REINFORCEMENT DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULES3

NOT TO SCALE

MASONRY REINFORCEMENT SPLICE LENGTH SCHEDULE4

WALL FOOTING SCHEDULE

MARK

DIMENSIONS REINFORCING

NOTESWIDTH DEPTH

LONGITUDINAL TRANSVERSE

QUANTITY SIZE SIZE SPACING

WF4.0 4' - 0" 1' - 3" 5 5 5 10"

COLUMN FOOTING SCHEDULE

MARK

DIMENSIONS REINFORCING

REMARKSWIDTH LENGTH DEPTH

LONGITUDINAL TRANSVERSE

QUANTITY SIZE QUANTITY SIZE

CF5.0 5' - 0" 8' - 0" 1' - 11" 8 5 8 5 TOP &

BOTTOM

NOT TO SCALE

CMU WALL SCHEDULE5

NOT TO SCALE

FOOTING SCHEDULE2

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D

WW

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C

F E

C

DN

DN

A-201

A-301

A -1

A -1

A-403

UNIT

A102

UNIT

A108

UNIT

A104

UNIT

A106

UNIT

B107

UNIT

B105

UNIT

B104

UNIT

B102 UNIT

B108

UNIT

B106

UNIT

B103

UNIT

B101

ACTIVITY ROOM

A113

STORAGE

A107

RESTROOM

A105

JANITOR

A103

LOBBY

A109

STORAGE

A101

LAUNDRY

A115

LAUNDRY

A110

LAUNDRY

B109

LAUNDRY

B110

DS

DS

DS

DS

DSDS

DSDS

1 1

1 1

STORAGE

A111

A111

A1B

A103

A105

A107

A1A

B1A

B1B

A

A

AA

A

A B B A A

A

A A B B

A B B A

A

A

A

A-409

C O

R R

ID

O

R A

C O

R R

ID

O

R B

B109

B110

B

B

B

B

D

D

C

C

A1 A1

A115

A110

A-401

TYP.

B

A-409

A-411

B

MECHANICAL

ADDITION - WEST

A-412

A101

A-202

D

D

A-302

A-203

DS

A

A113

A109

6 6

6 6

6 6

A. SEE ENLARGED PLANS FOR DIMENSIONS AND WALL TYPES.

B. ALL DIMENSIONS ARE APPROXIMATE AND TO BE VERIFIED IN FIELD BY

GENERAL CONTRACTOR.

C. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK, COLUMN CENTERLINES.

INTERIOR DIMENSIONS ARE TO FACE OF EXISTING WALL, OR FINISH FACE OF

GYPSUM WALL BOARD, UNLESS NOTED OTHERWISE.

D. ALL WORK DONE TO MATERIALS ADJACENT TO FINISHES OR CONSTRUCTION

TO REMAIN MUST BE DONE TO AVOID DISRUPTION TO THE EXISTING

CONSTRUCTION.

E. EXISTING EXTERIOR MASONRY WALLS TO REMAIN. CLEAN MASONRY

ELEMENTS AND APPLY ELASTOMERIC WATERPROOF SEALER. SEE SECTION 09

90 00.

F. FOR BLOCK REPAIR PROVIDE MASONRY UNITS WITH THE SIZE, COLOR,

PATTERN, AND TEXTURE TO MATCH EXISTING ADJACENT BLOCKS. FINAL

SELECTION FOR NEW MASONRY TO BE APPROVED BY CONTRACTING OFFICER

PRIOR TO INSTALLATION.

G. PROVIDE FIRE STOPPING AT ALL PENETRATIONS IN FIRE RATED WALLS,

FLOORS, CEILINGS, AND ROOFS WITH A FIRE STOP SYSTEM TESTED AND

APPROVED FOR EACH CONDITION AND FIRE RESISTANCE RATING.

H. LEVEL, PATCH AND GRIND SMOOTH ALL CONCRETE FLOORS PRIOR TO

INSTALLATION OF NEW SCHEDULED FINISHES.

I. COORDINATE WITH GENERAL, LIFE SAFETY, CIVIL, STRUCTURAL,

ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL,

AND TELECOMMUNICATIONS DRAWINGS FOR FULL EXTENT OF

REQUIREMENTS THROUGH OUT.

J. PATCH AND INFILL ALL FLOOR AND WALL OPENINGS WHERE UTILITIES ARE

DEMOLISHED WITH SIMILAR WALL AND FLOOR TYPE MATERIAL, STRUCTURAL

CAPACITY, AND FIRE RESISTANCE RATING.

K. PATCH AND INFILL ALL ABANDONED AND UNUSED DUCT AND PIPE

PENETRATIONS WITH NEW CONSTRUCTION TO MATCH EXISTING MATERIAL,

FINISH, STRUCTURAL CAPACITY, AND FIRE RESISTANCE RATING. REFER TO

MECHANICAL DRAWINGS FOR REMOVAL OF ABANDONED AND UNUSED DUCT

AND PIPING. SEE STRUCTURAL DRAWINGS FOR VERTICAL PENETRATION INFILL

DETAILS. VERIFY EXACT DETAILS IN THE FIELD PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

L. FIRE EXTINGUISHERS SHALL BE 2A:10B:C (GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED, NOT IN CONTRACT).

M. MAXIMUM TRAVEL DISTANCE TO A PORTABLE FIRE EXTINGUISHER IS 75 FT

(NFPA 10 6.2.1.2.2).

N. PROVIDE BLOCKING/REINFORCING IN ALL STUD WALLS AS NEEDED TO

SECURELY ANCHOR ALL WALL MOUNTED ITEMS.

WINDOW TAG - SEE PLATE A-607 FOR WINDOW TYPES

WALL TAG - SEE PLATE A-601 FOR PARTITION TYPES

101 DOOR TAG - SEE PLATE A-602 FOR DOOR SCHEDULE

1t

DS DOWNSPOUT

FEC FIRE EXTINGUISHER CABINET

X

1 HR FIRE RATED WALL

1/2 HR FIRE RATED WALL

K KNOX BOX

1 KEY NOTES

NEW WALLS /PARTITIONS

EXISTING CMU AND / OR STUD WALLS /PARTITIONS

WALL LEGEND

SHEET ID

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

E D

B Y

S

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C H

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D B

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D E

A N

S I D

NORTH ARROW

GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

P lo t D a te

F ile P a th

US Army Corps of Engineers ®

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

C

D

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F

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U s e rs \k e n d tc

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A N

-1

-4

A-101

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S T

F L O

O R

P L A

N

W E

S T

S A

V A

N N

A H

D

IS

T R

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O

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T H

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A V

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N N

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T E

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B A

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A C

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F Y

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M E

B U

IL

D

IN

G

P S

U L L

IV

A N

R E

A D

Y T

O A

D V

E R

T

IS

E

R T

A

WEST EAST

D

C

B

B

C

A

A

D

1/8" = 1'-0"

FIRST FLOOR PLAN - WEST1

8 6 2 0 8 164

SHEET KEY NOTES

NOTE # NOTE TEXT

1 INSTALL NEW FLOOR FINISH AS SCHEDULED

2 CONCRETE SLAB INFILL. REFER TO STRUCTURAL.

3 NEW HANDRAIL/GUARDRAIL TO MEET NFPA 101

4 PATCH AND REPAIR CONCRETE STAIR AND PROVIDE NEW SLIP RESISTANT

STAIR NOSING

5 NEW RAMP AND HANDRAIL.

6 INFILL OPENING WITH UTILITY BRICK AND CMU BACKUP WALL. REFER TO

3/A-312.

TOTAL FIRST FLOOR GROSS AREA = 17,360 SQFT

SHEET LEGEND

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

E N

D M

E N

T

A

U G

D

D

WW

D F

E C

F E

C

K

NEW WALLS /PARTITIONS

EXISTING CMU AND / OR STUD WALLS /PARTITIONS

WALL LEGEND

A. SEE ENLARGED PLANS FOR DIMENSIONS AND WALL TYPES.

B. ALL DIMENSIONS ARE APPROXIMATE AND TO BE VERIFIED IN FIELD BY

GENERAL CONTRACTOR.

C. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK, COLUMN CENTERLINES.

INTERIOR DIMENSIONS ARE TO FACE OF EXISTING WALL, OR FINISH FACE OF

GYPSUM WALL BOARD, UNLESS NOTED OTHERWISE.

D. ALL WORK DONE TO MATERIALS ADJACENT TO FINISHES OR CONSTRUCTION

TO REMAIN MUST BE DONE TO AVOID DISRUPTION TO THE EXISTING

CONSTRUCTION.

E. EXISTING EXTERIOR MASONRY WALLS TO REMAIN. CLEAN MASONRY

ELEMENTS AND APPLY ELASTOMERIC WATERPROOF SEALER. SEE SECTION 09

90 00.

F. FOR BLOCK REPAIR PROVIDE MASONRY UNITS WITH THE SIZE, COLOR,

PATTERN, AND TEXTURE TO MATCH EXISTING ADJACENT BLOCKS. FINAL

SELECTION FOR NEW MASONRY TO BE APPROVED BY CONTRACTING OFFICER

PRIOR TO INSTALLATION.

G. PROVIDE FIRE STOPPING AT ALL PENETRATIONS IN FIRE RATED WALLS,

FLOORS, CEILINGS, AND ROOFS WITH A FIRE STOP SYSTEM TESTED AND

APPROVED FOR EACH CONDITION AND FIRE RESISTANCE RATING.

H. LEVEL, PATCH AND GRIND SMOOTH ALL CONCRETE FLOORS PRIOR TO

INSTALLATION OF NEW SCHEDULED FINISHES.

I. COORDINATE WITH GENERAL, LIFE SAFETY, CIVIL, STRUCTURAL,

ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL,

AND TELECOMMUNICATIONS DRAWINGS FOR FULL EXTENT OF

REQUIREMENTS THROUGH OUT.

J. PATCH AND INFILL ALL FLOOR AND WALL OPENINGS WHERE UTILITIES ARE

DEMOLISHED WITH SIMILAR WALL AND FLOOR TYPE MATERIAL, STRUCTURAL

CAPACITY, AND FIRE RESISTANCE RATING.

K. PATCH AND INFILL ALL ABANDONED AND UNUSED DUCT AND PIPE

PENETRATIONS WITH NEW CONSTRUCTION TO MATCH EXISTING MATERIAL,

FINISH, STRUCTURAL CAPACITY, AND FIRE RESISTANCE RATING. REFER TO

MECHANICAL DRAWINGS FOR REMOVAL OF ABANDONED AND UNUSED DUCT

AND PIPING. SEE STRUCTURAL DRAWINGS FOR VERTICAL PENETRATION INFILL

DETAILS. VERIFY EXACT DETAILS IN THE FIELD PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

L. FIRE EXTINGUISHERS SHALL BE 2A:10B:C (GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED, NOT IN CONTRACT).

M. MAXIMUM TRAVEL DISTANCE TO A PORTABLE FIRE EXTINGUISHER IS 75 FT

(NFPA 10 6.2.1.2.2).

N. PROVIDE BLOCKING/REINFORCING IN ALL STUD WALLS AS NEEDED TO

SECURELY ANCHOR ALL WALL MOUNTED ITEMS.

WINDOW TAG - SEE PLATE A-607 FOR WINDOW TYPES

WALL TAG - SEE PLATE A-601 FOR PARTITION TYPES

101 DOOR TAG - SEE PLATE A-602 FOR DOOR SCHEDULE

1t

DS DOWNSPOUT

FEC FIRE EXTINGUISHER CABINET

X

1 HR FIRE RATED WALL

1/2 HR FIRE RATED WALL

K KNOX BOX

1 KEY NOTES

SPRIN. RISER

ROOM

C115

ELECTRICAL

C103

TELECOMM

C101

A-203

A-202

A-202

A-301

A -1

A -1

A-404

UNIT

C104

UNIT

C102

UNIT

C108

UNIT

C106

UNIT

D107

MULTIPURPOSE

C117

STORAGE

C113

MECH EQ

C109

STORAGE

C111

UNIT

D102

UNIT

D104

UNIT

D106

UNIT

D103

UNIT

D105

UNIT

D101

UNIT

D108

LAUNDRY

C119

LAUNDRY

C110

LAUNDRY

D109

LAUNDRY

D110

DS

DS

DS

DS

DS

DS DS

DS

1 1

1 1

C111

C109

01 01

C1B

C1A

C113 C117A

C101

01 01

D1A

D1B

A

A

A

A A B

B B A A

A

A B B A

A

A

AB

C O

R R

ID

O

R C

C O

R R

ID

O

R D

C119

C110

D109

D110

D

B

A-401

C103A

A-411

B

A

A-412

MECHANICAL

ADDITION - EAST

A-201

A-302

A-302

A-411

DS

D

D

DS DS

DS DS

6 6

C103B

SHEET ID

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

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E N

A M

E

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S

U E

D A

T E

C O

N T

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T

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N N

O

U .S

A

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C H

E C

K E

D B

Y

A

C A

T E

G O

R Y

C O

D E

A N

S I D

NORTH ARROW

GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

P lo t D a te

F ile P a th

US Army Corps of Engineers ®

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

C

D

E

F

G

H

J

K

L

M

N

P

C

U s e rs \k e n d tc

\D o c u m e n ts

\F Y

P N

H

A

R C

H R k e n d tc

.r v t

/2

/2

:3

:1

P M

A U

G U

S T

R R

U P

P E

R R

U P

P E

R H

A L L M

A N

-1

-4

A-102

F

IR

S T

F L O

O R

P L A

N

E A

S T

S A

V A

N N

A H

D

IS

T R

IC

T

W

O

G L E

T H

O R

P E

A V

E

S A

V A

N N

A H

G

A

F O

R T

B R

A G

G N

O R

T H

C A

R O

L

IN

A R

E P

A

IR

E N

L

IS

T E

D U

P H

B A

R R

A C

K S

H

F Y

P

N

V O

L U

M E

B U

IL

D

IN

G

P S

U L L

IV

A N

R E

A D

Y T

O A

D V

E R

T

IS

E

R T

A

WEST EAST

D

C

B

B

C

A

A

D

1/8" = 1'-0"

FIRST FLOOR PLAN - EAST1

8 6 2 0 8 164

SHEET KEY NOTES

NOTE # NOTE TEXT

1 INSTALL NEW FLOOR FINISH AS SCHEDULED

2 CONCRETE SLAB INFILL. REFER TO STRUCTURAL.

3 NEW HANDRAIL/GUARDRAIL TO MEET NFPA 101

4 PATCH AND REPAIR CONCRETE STAIR AND PROVIDE NEW SLIP RESISTANT

STAIR NOSING

5 NEW RAMP AND HANDRAIL.

6 INFILL OPENING WITH UTILITY BRICK AND CMU BACKUP WALL. REFER TO

3/A-312.

TOTAL FIRST FLOOR GROSS AREA = 17,360 SQFT

SHEET LEGEND

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

E N

D M

E N

T

A

U G

D

D

WW

D

F E

C

F E

C

NEW WALLS /PARTITIONS

EXISTING CMU AND / OR STUD WALLS /PARTITIONS

WALL LEGEND

A. SEE ENLARGED PLANS FOR DIMENSIONS AND WALL TYPES.

B. ALL DIMENSIONS ARE APPROXIMATE AND TO BE VERIFIED IN FIELD BY

GENERAL CONTRACTOR.

C. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK, COLUMN CENTERLINES.

INTERIOR DIMENSIONS ARE TO FACE OF EXISTING WALL, OR FINISH FACE OF

GYPSUM WALL BOARD, UNLESS NOTED OTHERWISE.

D. ALL WORK DONE TO MATERIALS ADJACENT TO FINISHES OR CONSTRUCTION

TO REMAIN MUST BE DONE TO AVOID DISRUPTION TO THE EXISTING

CONSTRUCTION.

E. EXISTING EXTERIOR MASONRY WALLS TO REMAIN. CLEAN MASONRY

ELEMENTS AND APPLY ELASTOMERIC WATERPROOF SEALER. SEE SECTION 09

90 00.

F. FOR BLOCK REPAIR PROVIDE MASONRY UNITS WITH THE SIZE, COLOR,

PATTERN, AND TEXTURE TO MATCH EXISTING ADJACENT BLOCKS. FINAL

SELECTION FOR NEW MASONRY TO BE APPROVED BY CONTRACTING OFFICER

PRIOR TO INSTALLATION.

G. PROVIDE FIRE STOPPING AT ALL PENETRATIONS IN FIRE RATED WALLS,

FLOORS, CEILINGS, AND ROOFS WITH A FIRE STOP SYSTEM TESTED AND

APPROVED FOR EACH CONDITION AND FIRE RESISTANCE RATING.

H. LEVEL, PATCH AND GRIND SMOOTH ALL CONCRETE FLOORS PRIOR TO

INSTALLATION OF NEW SCHEDULED FINISHES.

I. COORDINATE WITH GENERAL, LIFE SAFETY, CIVIL, STRUCTURAL,

ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL,

AND TELECOMMUNICATIONS DRAWINGS FOR FULL EXTENT OF

REQUIREMENTS THROUGH OUT.

J. PATCH AND INFILL ALL FLOOR AND WALL OPENINGS WHERE UTILITIES ARE

DEMOLISHED WITH SIMILAR WALL AND FLOOR TYPE MATERIAL, STRUCTURAL

CAPACITY, AND FIRE RESISTANCE RATING.

K. PATCH AND INFILL ALL ABANDONED AND UNUSED DUCT AND PIPE

PENETRATIONS WITH NEW CONSTRUCTION TO MATCH EXISTING MATERIAL,

FINISH, STRUCTURAL CAPACITY, AND FIRE RESISTANCE RATING. REFER TO

MECHANICAL DRAWINGS FOR REMOVAL OF ABANDONED AND UNUSED DUCT

AND PIPING. SEE STRUCTURAL DRAWINGS FOR VERTICAL PENETRATION INFILL

DETAILS. VERIFY EXACT DETAILS IN THE FIELD PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

L. FIRE EXTINGUISHERS SHALL BE 2A:10B:C (GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED, NOT IN CONTRACT).

M. MAXIMUM TRAVEL DISTANCE TO A PORTABLE FIRE EXTINGUISHER IS 75 FT

(NFPA 10 6.2.1.2.2).

N. PROVIDE BLOCKING/REINFORCING IN ALL STUD WALLS AS NEEDED TO

SECURELY ANCHOR ALL WALL MOUNTED ITEMS.

WINDOW TAG - SEE PLATE A-607 FOR WINDOW TYPES

WALL TAG - SEE PLATE A-601 FOR PARTITION TYPES

101 DOOR TAG - SEE PLATE A-602 FOR DOOR SCHEDULE

1t

DS DOWNSPOUT

FEC FIRE EXTINGUISHER CABINET

X

1 HR FIRE RATED WALL

1/2 HR FIRE RATED WALL

K KNOX BOX

1 KEY NOTES

A-301

A -1

A -1

UNIT

A207

UNIT

A205

UNIT

A203

UNIT

A201

UNIT

A204

UNIT

A202

UNIT

A206

UNIT

A208 UNIT

B205

UNIT

B207

UNIT

B203

UNIT

B201

UNIT

B206

UNIT

B208

UNIT

B202

UNIT

B204

DSDS

DS DS

DS DS

DS DS

1 1

LAUNDRY

A209

LAUNDRY

A210

LAUNDRY

B209

LAUNDRY

B210

A2A

A2B

03 03

02 02

01 01

B2A

B2B

A B A

AA

A

A B B A A

A

A B B A

A

A

ABBAA

C O

R R

ID

O

R B

C O

R R

ID

O

R A

A209

A210

B209

B210

A-401

A-401

TYP.

A-202

A-201

OPEN TO BELOW

A-302

A-302

L1

L2

A-412

A-312

A-203

DSDS

DS DS

6 6

6 6

6 6

6 6

B

A

SHEET ID

D R

A W

N B

Y

D E

S

IG

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S U

B M

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B Y

S

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D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

C H

E C

K E

D B

Y

A

C A

T E

G O

R Y

C O

D E

A N

S I D

NORTH ARROW

GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

P lo t D a te

F ile P a th

US Army Corps of Engineers ®

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

C

D

E

F

G

H

J

K

L

M

N

P

C

U s e rs \k e n d tc

\D o c u m e n ts

\F Y

P N

H

A

R C

H R k e n d tc

.r v t

/2

/2

:3

:2

P M

A U

G U

S T

R R

U P

P E

R R

U P

P E

R H

A L L M

A N

-1

-4

A-103

S E

C O

N D

F L O

O R

P L A

N

W E

S T

S A

V A

N N

A H

D

IS

T R

IC

T

W

O

G L E

T H

O R

P E

A V

E

S A

V A

N N

A H

G

A

F O

R T

B R

A G

G N

O R

T H

C A

R O

L

IN

A R

E P

A

IR

E N

L

IS

T E

D U

P H

B A

R R

A C

K S

H

F Y

P

N

V O

L U

M E

B U

IL

D

IN

G

P S

U L L

IV

A N

R E

A D

Y T

O A

D V

E R

T

IS

E

R T

A

WEST EAST

D

C

B

B

C

A

A

D

1/8" = 1'-0"

SECOND FLOOR PLAN - WEST1

8 6 2 0 8 164

SHEET KEY NOTES

NOTE # NOTE TEXT

1 INSTALL NEW FLOOR FINISH AS SCHEDULED

2 CONCRETE SLAB INFILL. REFER TO STRUCTURAL.

3 NEW HANDRAIL/GUARDRAIL TO MEET NFPA 101

4 PATCH AND REPAIR CONCRETE STAIR AND PROVIDE NEW SLIP RESISTANT

STAIR NOSING

5 NEW RAMP AND HANDRAIL.

6 INFILL OPENING WITH UTILITY BRICK AND CMU BACKUP WALL. REFER TO

3/A-312.

TOTAL SECOND FLOOR GROSS AREA = 16,015 SQFT

SHEET LEGEND

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

E N

D M

E N

T

A

U G

D

D

WW

D

F E

C

F E

C

NEW WALLS /PARTITIONS

EXISTING CMU AND / OR STUD WALLS /PARTITIONS

WALL LEGEND

A. SEE ENLARGED PLANS FOR DIMENSIONS AND WALL TYPES.

B. ALL DIMENSIONS ARE APPROXIMATE AND TO BE VERIFIED IN FIELD BY

GENERAL CONTRACTOR.

C. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK, COLUMN CENTERLINES.

INTERIOR DIMENSIONS ARE TO FACE OF EXISTING WALL, OR FINISH FACE OF

GYPSUM WALL BOARD, UNLESS NOTED OTHERWISE.

D. ALL WORK DONE TO MATERIALS ADJACENT TO FINISHES OR CONSTRUCTION

TO REMAIN MUST BE DONE TO AVOID DISRUPTION TO THE EXISTING

CONSTRUCTION.

E. EXISTING EXTERIOR MASONRY WALLS TO REMAIN. CLEAN MASONRY

ELEMENTS AND APPLY ELASTOMERIC WATERPROOF SEALER. SEE SECTION 09

90 00.

F. FOR BLOCK REPAIR PROVIDE MASONRY UNITS WITH THE SIZE, COLOR,

PATTERN, AND TEXTURE TO MATCH EXISTING ADJACENT BLOCKS. FINAL

SELECTION FOR NEW MASONRY TO BE APPROVED BY CONTRACTING OFFICER

PRIOR TO INSTALLATION.

G. PROVIDE FIRE STOPPING AT ALL PENETRATIONS IN FIRE RATED WALLS,

FLOORS, CEILINGS, AND ROOFS WITH A FIRE STOP SYSTEM TESTED AND

APPROVED FOR EACH CONDITION AND FIRE RESISTANCE RATING.

H. LEVEL, PATCH AND GRIND SMOOTH ALL CONCRETE FLOORS PRIOR TO

INSTALLATION OF NEW SCHEDULED FINISHES.

I. COORDINATE WITH GENERAL, LIFE SAFETY, CIVIL, STRUCTURAL,

ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL,

AND TELECOMMUNICATIONS DRAWINGS FOR FULL EXTENT OF

REQUIREMENTS THROUGH OUT.

J. PATCH AND INFILL ALL FLOOR AND WALL OPENINGS WHERE UTILITIES ARE

DEMOLISHED WITH SIMILAR WALL AND FLOOR TYPE MATERIAL, STRUCTURAL

CAPACITY, AND FIRE RESISTANCE RATING.

K. PATCH AND INFILL ALL ABANDONED AND UNUSED DUCT AND PIPE

PENETRATIONS WITH NEW CONSTRUCTION TO MATCH EXISTING MATERIAL,

FINISH, STRUCTURAL CAPACITY, AND FIRE RESISTANCE RATING. REFER TO

MECHANICAL DRAWINGS FOR REMOVAL OF ABANDONED AND UNUSED DUCT

AND PIPING. SEE STRUCTURAL DRAWINGS FOR VERTICAL PENETRATION INFILL

DETAILS. VERIFY EXACT DETAILS IN THE FIELD PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

L. FIRE EXTINGUISHERS SHALL BE 2A:10B:C (GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED, NOT IN CONTRACT).

M. MAXIMUM TRAVEL DISTANCE TO A PORTABLE FIRE EXTINGUISHER IS 75 FT

(NFPA 10 6.2.1.2.2).

N. PROVIDE BLOCKING/REINFORCING IN ALL STUD WALLS AS NEEDED TO

SECURELY ANCHOR ALL WALL MOUNTED ITEMS.

WINDOW TAG - SEE PLATE A-607 FOR WINDOW TYPES

WALL TAG - SEE PLATE A-601 FOR PARTITION TYPES

101 DOOR TAG - SEE PLATE A-602 FOR DOOR SCHEDULE

1t

DS DOWNSPOUT

FEC FIRE EXTINGUISHER CABINET

X

1 HR FIRE RATED WALL

1/2 HR FIRE RATED WALL

K KNOX BOX

1 KEY NOTES

A-203

A-202

A-202

A-301

A -1

A -1

UNIT

C207

UNIT

C201

UNIT

C203

UNIT

C205

UNIT

C204

UNIT

C202

UNIT

C208

UNIT

C206

UNIT

D207

UNIT

D205

UNIT

D204

UNIT

D202

UNIT

D208

UNIT

D206

UNIT

D203

UNIT

D201

DS

DS DS

DS DS

DSDS

DS

1 1

1 1

LAUNDRY

C209

LAUNDRY

C210

LAUNDRY

D209

LAUNDRY

D210

01 01

C2A

03 03

01 01

C2B

03 03

D2A

03 03

D2B

A

A

A

A A

A

A A B B A

A

A

ABBA

A

AABB

C O

R R

ID

O

R D

C O

R R

ID

O

R C

C209

C210

D209

D210

A-401

A-401

TYP.

TYP.

A-201

OPEN TO BELOW

A-302

A-302

L4

L3

A-412

DS DS

DS

DS

6 6

6 6

B B

SHEET ID

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

C H

E C

K E

D B

Y

A

C A

T E

G O

R Y

C O

D E

A N

S I D

NORTH ARROW

GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

P lo t D a te

F ile P a th

US Army Corps of Engineers ®

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

C

D

E

F

G

H

J

K

L

M

N

P

C

U s e rs \k e n d tc

\D o c u m e n ts

\F Y

P N

H

A

R C

H R k e n d tc

.r v t

/2

/2

:3

:3

P M

A U

G U

S T

R R

U P

P E

R R

U P

P E

R H

A L L M

A N

-1

-4

A-104

S E

C O

N D

F L O

O R

P L A

N

E A

S T

S A

V A

N N

A H

D

IS

T R

IC

T

W

O

G L E

T H

O R

P E

A V

E

S A

V A

N N

A H

G

A

F O

R T

B R

A G

G N

O R

T H

C A

R O

L

IN

A R

E P

A

IR

E N

L

IS

T E

D U

P H

B A

R R

A C

K S

H

F Y

P

N

V O

L U

M E

B U

IL

D

IN

G

P S

U L L

IV

A N

R E

A D

Y T

O A

D V

E R

T

IS

E

R T

A

WEST EAST

D

C

B

B

C

A

A

D

1/8" = 1'-0"

SECOND FLOOR PLAN - EAST1

SHEET KEY NOTES

NOTE # NOTE TEXT

1 INSTALL NEW FLOOR FINISH AS SCHEDULED

2 CONCRETE SLAB INFILL. REFER TO STRUCTURAL.

3 NEW HANDRAIL/GUARDRAIL TO MEET NFPA 101

4 PATCH AND REPAIR CONCRETE STAIR AND PROVIDE NEW SLIP RESISTANT

STAIR NOSING

5 NEW RAMP AND HANDRAIL.

6 INFILL OPENING WITH UTILITY BRICK AND CMU BACKUP WALL. REFER TO

3/A-312.

8 6 2 0 8 164

SHEET LEGEND

TOTAL SECOND FLOOR GROSS AREA = 16,015 SQFT

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

E N

D M

E N

T

A

U G

D

D

WW

D

F E

C

F E

C

NEW WALLS /PARTITIONS

EXISTING CMU AND / OR STUD WALLS /PARTITIONS

WALL LEGEND

A. SEE ENLARGED PLANS FOR DIMENSIONS AND WALL TYPES.

B. ALL DIMENSIONS ARE APPROXIMATE AND TO BE VERIFIED IN FIELD BY

GENERAL CONTRACTOR.

C. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK, COLUMN CENTERLINES.

INTERIOR DIMENSIONS ARE TO FACE OF EXISTING WALL, OR FINISH FACE OF

GYPSUM WALL BOARD, UNLESS NOTED OTHERWISE.

D. ALL WORK DONE TO MATERIALS ADJACENT TO FINISHES OR CONSTRUCTION

TO REMAIN MUST BE DONE TO AVOID DISRUPTION TO THE EXISTING

CONSTRUCTION.

E. EXISTING EXTERIOR MASONRY WALLS TO REMAIN. CLEAN MASONRY

ELEMENTS AND APPLY ELASTOMERIC WATERPROOF SEALER. SEE SECTION 09

90 00.

F. FOR BLOCK REPAIR PROVIDE MASONRY UNITS WITH THE SIZE, COLOR,

PATTERN, AND TEXTURE TO MATCH EXISTING ADJACENT BLOCKS. FINAL

SELECTION FOR NEW MASONRY TO BE APPROVED BY CONTRACTING OFFICER

PRIOR TO INSTALLATION.

G. PROVIDE FIRE STOPPING AT ALL PENETRATIONS IN FIRE RATED WALLS,

FLOORS, CEILINGS, AND ROOFS WITH A FIRE STOP SYSTEM TESTED AND

APPROVED FOR EACH CONDITION AND FIRE RESISTANCE RATING.

H. LEVEL, PATCH AND GRIND SMOOTH ALL CONCRETE FLOORS PRIOR TO

INSTALLATION OF NEW SCHEDULED FINISHES.

I. COORDINATE WITH GENERAL, LIFE SAFETY, CIVIL, STRUCTURAL,

ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL,

AND TELECOMMUNICATIONS DRAWINGS FOR FULL EXTENT OF

REQUIREMENTS THROUGH OUT.

J. PATCH AND INFILL ALL FLOOR AND WALL OPENINGS WHERE UTILITIES ARE

DEMOLISHED WITH SIMILAR WALL AND FLOOR TYPE MATERIAL, STRUCTURAL

CAPACITY, AND FIRE RESISTANCE RATING.

K. PATCH AND INFILL ALL ABANDONED AND UNUSED DUCT AND PIPE

PENETRATIONS WITH NEW CONSTRUCTION TO MATCH EXISTING MATERIAL,

FINISH, STRUCTURAL CAPACITY, AND FIRE RESISTANCE RATING. REFER TO

MECHANICAL DRAWINGS FOR REMOVAL OF ABANDONED AND UNUSED DUCT

AND PIPING. SEE STRUCTURAL DRAWINGS FOR VERTICAL PENETRATION INFILL

DETAILS. VERIFY EXACT DETAILS IN THE FIELD PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

L. FIRE EXTINGUISHERS SHALL BE 2A:10B:C (GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED, NOT IN CONTRACT).

M. MAXIMUM TRAVEL DISTANCE TO A PORTABLE FIRE EXTINGUISHER IS 75 FT

(NFPA 10 6.2.1.2.2).

N. PROVIDE BLOCKING/REINFORCING IN ALL STUD WALLS AS NEEDED TO

SECURELY ANCHOR ALL WALL MOUNTED ITEMS.

WINDOW TAG - SEE PLATE A-607 FOR WINDOW TYPES

WALL TAG - SEE PLATE A-601 FOR PARTITION TYPES

101 DOOR TAG - SEE PLATE A-602 FOR DOOR SCHEDULE

1t

DS DOWNSPOUT

FEC FIRE EXTINGUISHER CABINET

X

1 HR FIRE RATED WALL

1/2 HR FIRE RATED WALL

K KNOX BOX

1 KEY NOTES

A-201

A-201

A-301

A -1

A -1

UNIT

A307 UNIT

A301

UNIT

A306

UNIT

A303

UNIT

A305

UNIT

A304

UNIT

A302

UNIT

A308

UNIT

B307

UNIT

B305

UNIT

B304

UNIT

B302

UNIT

B308

UNIT

B306

UNIT

B303

UNIT

B301

1 1

DS DS

DSDS

DSDS

DS DS

LAUNDRY

A309

LAUNDRY

A310

LAUNDRY

B309

LAUNDRY

B310

A3A

03 03

03 03 03

01 01

02 02

A3B

B3A

A B B A

AA

A A A

A B B A A

A

A B B A

A

A

ABB

B 3B

C O

R R

ID

O

R A

C O

R R

ID

O

R B

A309

B309

A-401

A-401

TYP.

TYP.

6' - 3 1/2"

A-202

OPEN TO

BELOW

A-302

A-302

B310

A310

A-412

A-312

A-503

A-503

SIM

A-XXX

A-203

6 6

6 6

6 6

6 6

6 6

6 6

A

SHEET ID

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

C H

E C

K E

D B

Y

A

C A

T E

G O

R Y

C O

D E

A N

S I D

NORTH ARROW

GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

P lo t D a te

F ile P a th

US Army Corps of Engineers ®

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

C

D

E

F

G

H

J

K

L

M

N

P

C

U s e rs \k e n d tc

\D o c u m e n ts

\F Y

P N

H

A

R C

H R k e n d tc

.r v t

/2

/2

:3

:4

P M

A U

G U

S T

R R

U P

P E

R R

U P

P E

R H

A L L M

A N

-1

-4

A-105

T H

IR

D

F L O

O R

P L A

N

W E

S T

S A

V A

N N

A H

D

IS

T R

IC

T

W

O

G L E

T H

O R

P E

A V

E

S A

V A

N N

A H

G

A

F O

R T

B R

A G

G N

O R

T H

C A

R O

L

IN

A R

E P

A

IR

E N

L

IS

T E

D U

P H

B A

R R

A C

K S

H

F Y

P

N

V O

L U

M E

B U

IL

D

IN

G

P S

U L L

IV

A N

R E

A D

Y T

O A

D V

E R

T

IS

E

R T

A

WEST EAST

D

C

B

B

C

A

A

D

1/8" = 1'-0"

THIRD FLOOR PLAN - WEST1

8 6 2 0 8 164

SHEET KEY NOTES

NOTE # NOTE TEXT

1 INSTALL NEW FLOOR FINISH AS SCHEDULED

2 CONCRETE SLAB INFILL. REFER TO STRUCTURAL.

3 NEW HANDRAIL/GUARDRAIL TO MEET NFPA 101

4 PATCH AND REPAIR CONCRETE STAIR AND PROVIDE NEW SLIP RESISTANT

STAIR NOSING

5 NEW RAMP AND HANDRAIL.

6 INFILL OPENING WITH UTILITY BRICK AND CMU BACKUP WALL. REFER TO

3/A-312.

SHEET LEGEND

TOTAL THIRD FLOOR GROSS AREA = 16,015 SQFT

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

E N

D M

E N

T

A

U G

D

D

WW

D

F E

C

F E

C

NEW WALLS /PARTITIONS

EXISTING CMU AND / OR STUD WALLS /PARTITIONS

WALL LEGEND

A. SEE ENLARGED PLANS FOR DIMENSIONS AND WALL TYPES.

B. ALL DIMENSIONS ARE APPROXIMATE AND TO BE VERIFIED IN FIELD BY

GENERAL CONTRACTOR.

C. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK, COLUMN CENTERLINES.

INTERIOR DIMENSIONS ARE TO FACE OF EXISTING WALL, OR FINISH FACE OF

GYPSUM WALL BOARD, UNLESS NOTED OTHERWISE.

D. ALL WORK DONE TO MATERIALS ADJACENT TO FINISHES OR CONSTRUCTION

TO REMAIN MUST BE DONE TO AVOID DISRUPTION TO THE EXISTING

CONSTRUCTION.

E. EXISTING EXTERIOR MASONRY WALLS TO REMAIN. CLEAN MASONRY

ELEMENTS AND APPLY ELASTOMERIC WATERPROOF SEALER. SEE SECTION 09

90 00.

F. FOR BLOCK REPAIR PROVIDE MASONRY UNITS WITH THE SIZE, COLOR,

PATTERN, AND TEXTURE TO MATCH EXISTING ADJACENT BLOCKS. FINAL

SELECTION FOR NEW MASONRY TO BE APPROVED BY CONTRACTING OFFICER

PRIOR TO INSTALLATION.

G. PROVIDE FIRE STOPPING AT ALL PENETRATIONS IN FIRE RATED WALLS,

FLOORS, CEILINGS, AND ROOFS WITH A FIRE STOP SYSTEM TESTED AND

APPROVED FOR EACH CONDITION AND FIRE RESISTANCE RATING.

H. LEVEL, PATCH AND GRIND SMOOTH ALL CONCRETE FLOORS PRIOR TO

INSTALLATION OF NEW SCHEDULED FINISHES.

I. COORDINATE WITH GENERAL, LIFE SAFETY, CIVIL, STRUCTURAL,

ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL,

AND TELECOMMUNICATIONS DRAWINGS FOR FULL EXTENT OF

REQUIREMENTS THROUGH OUT.

J. PATCH AND INFILL ALL FLOOR AND WALL OPENINGS WHERE UTILITIES ARE

DEMOLISHED WITH SIMILAR WALL AND FLOOR TYPE MATERIAL, STRUCTURAL

CAPACITY, AND FIRE RESISTANCE RATING.

K. PATCH AND INFILL ALL ABANDONED AND UNUSED DUCT AND PIPE

PENETRATIONS WITH NEW CONSTRUCTION TO MATCH EXISTING MATERIAL,

FINISH, STRUCTURAL CAPACITY, AND FIRE RESISTANCE RATING. REFER TO

MECHANICAL DRAWINGS FOR REMOVAL OF ABANDONED AND UNUSED DUCT

AND PIPING. SEE STRUCTURAL DRAWINGS FOR VERTICAL PENETRATION INFILL

DETAILS. VERIFY EXACT DETAILS IN THE FIELD PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

L. FIRE EXTINGUISHERS SHALL BE 2A:10B:C (GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED, NOT IN CONTRACT).

M. MAXIMUM TRAVEL DISTANCE TO A PORTABLE FIRE EXTINGUISHER IS 75 FT

(NFPA 10 6.2.1.2.2).

N. PROVIDE BLOCKING/REINFORCING IN ALL STUD WALLS AS NEEDED TO

SECURELY ANCHOR ALL WALL MOUNTED ITEMS.

WINDOW TAG - SEE PLATE A-607 FOR WINDOW TYPES

WALL TAG - SEE PLATE A-601 FOR PARTITION TYPES

101 DOOR TAG - SEE PLATE A-602 FOR DOOR SCHEDULE

1t

DS DOWNSPOUT

FEC FIRE EXTINGUISHER CABINET

X

1 HR FIRE RATED WALL

1/2 HR FIRE RATED WALL

K KNOX BOX

1 KEY NOTES

A-203

A-202

A-202

A-301

A -1

A -1

UNIT

C307

UNIT

C301

UNIT

C304

UNIT

C302

UNIT

C3…