2021-08-20-JBLM-B9175-DWGS-REVISION 01-AMENDMENT 2.pdf
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- Solicitation number
- W912DW21B0008
About this file
This is a summary of solicitation number W912DW21B0008 for repair work on Building 09175 located at Joint Base Lewis-McChord in Washington. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Seattle and seeks bids to complete repairs to the permanent party unaccompanied housing building. Interested parties should submit bids in response to the solicitation by the amended due date of September 3, 2021. The work encompasses repairing structural deficiencies, replacing roofing, and performing other renovations to update and improve the facility. The award is to be made to the responsible bidder offering the lowest price.
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INDEX OF DRAWINGS
NUMBERING SYSTEM:
XX100
DISCIPLINE:
C - CIVIL
L - LANDSCAPE
A - ARCHITECTURE
M - MECHANICAL
E - ELECTRICAL
P - PLUMBING
S - STRUCTURAL
K - FOOD SERVICE
DISCIPLINE MODIFIER
SHEET NUMBER WITHIN
SERIES
REFER TO AEC CAD
STANDARDS FOR PROPER
SHEET NUMBERING
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
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T
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B Y
S
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C H
E C
K E
D B
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A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
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A
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N N
O
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
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M A
R K
D E
S C
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IO
N
GI002
S H
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T I
N D
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J O
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B A
S E
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W
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REVISION 01, AMENDMENT
R E
P A
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INDEX OF DRAWINGS
SHEET
NUMBER SHEET TITLE
RTA
SUBMITTAL
REVISION
M-603 MECHANICAL SCHEDULES X
M-701 TEMPERATURE CONTROLS X
M-702 TEMPERATURE CONTROLS X
M-703 TEMPERATURE CONTROLS X
M-704 TEMPERATURE CONTROLS X
M-705 TEMPERATURE CONTROLS X
ELECTRICAL
E-001 ELECTRICAL GENERAL NOTES AND SYMBOLS X
ED101 ELECTRICAL OVERALL FIRST FLOOR DEMOLITION PLAN X
ED111 ELECTRICAL OVERALL SECOND FLOOR DEMOLITION PLAN X
ED121 ELECTRICAL OVERALL THIRD FLOOR DEMOLITION PLAN X
ED100 ELECTRICAL SITE DEMOLITION PLAN X
ES101 ELECTRICAL SITE PLAN X
EP102 ELECTRICAL FIRST FLOOR POWER PLAN - AREA B X
EP103 ELECTRICAL FIRST FLOOR POWER PLAN - AREAS A AND C X
EP112 ELECTRICAL SECOND FLOOR POWER PLAN - AREA B X
EP113 ELECTRICAL SECOND FLOOR POWER PLAN - AREAS A AND C X
EP122 ELECTRICAL THIRD FLOOR POWER PLAN - AREA B X
EP123 ELECTRICAL THIRD FLOOR POWER PLAN - AREAS A AND C X
EP401 ELECTRICAL ENLARGED POWER PLANS X
EP402 ELECTRICAL ENLARGED POWER PLANS X
EL102 ELECTRICAL FIRST FLOOR LIGHTING PLAN - AREA B X
EL103 ELECTRICAL FIRST FLOOR LIGHTING PLAN - AREAS A AND C X
EL112 ELECTRICAL SECOND FLOOR LIGHTING PLAN - AREA B X
EL113 ELECTRICAL SECOND FLOOR LIGHTING PLAN - AREAS A AND C X
EL122 ELECTRICAL THIRD FLOOR LIGHTING PLAN - AREA B X
EL123 ELECTRICAL THIRD FLOOR LIGHTING PLAN - AREAS A AND C X
EL401 ELECTRICAL ENLARGED LIGHTING PLANS X
E-501 ELECTRICAL DETAILS X
E-502 ELECTRICAL DETAILS X
E-601 ELECTRICAL ONE-LINE DIAGRAM - DEMOLITION X
E-602 ELECTRICAL ONE-LINE DIAGRAM - PROPOSED X
E-603 ELECTRICAL SCHEDULES X
E-604 ELECTRICAL SCHEDULES X
E-605 ELECTRICAL SCHEDULES X
E-606 ELECTRICAL SCHEDULES X
E-607 ELECTRICAL SCHEDULES X
E-608 ELECTRICAL SCHEDULES X
E-609 ELECTRICAL SCHEDULES X
TELECOMMUNICATIONS
T0-01 TELECOMMUNICATIONS GENERAL NOTES AND SYMBOLS X
T0-02 TELECOMMUNICATIONS SITE PLAN X
T0-03 TELECOMMUNICATIONS SITE PLAN X
T0-04 TELECOM MANHOLE BUTTERFLY DIAGRAMS X
T1-01 TELECOMMUNICATIONS FIRST FLOOR DEMO PLAN X
T1-02 TELECOMMUNICATIONS SECOND FLOOR DEMO PLAN X
T1-03 TELECOMMUNICATIONS THIRD FLOOR DEMO PLAN X
T1-11 TELECOMMUNICATIONS FIRST FLOOR DISTRIBUTION PLAN X
T1-12 TELECOMMUNICATIONS SECOND FLOOR DISTRIBUTION PLAN X
T1-13 TELECOMMUNICATIONS THIRD FLOOR DISTRIBUTION PLAN X
T1-21 TELECOMMUNICATIONS FIRST FLOOR PATHWAY PLAN X
T1-22 TELECOMMUNICATIONS SECOND FLOOR PATHWAY PLAN X
T1-23 TELECOMMUNICATIONS THIRD FLOOR PATHWAY PLAN X
T2-11 TELECOMMUNICATIONS FIRST FLOOR PLAN - AREA B X
T2-12 TELECOMMUNICATIONS FIRST FLOOR PLAN - AREAS A AND C X
T2-21 TELECOMMUNICATIONS SECOND FLOOR PLAN - AREA B X
T2-22 TELECOMMUNICATIONS SECOND FLOOR PLAN - AREAS A AND C X
T2-31 TELECOMMUNICATIONS THIRD FLOOR PLAN - AREA B X
T2-32 TELECOMMUNICATIONS THIRD FLOOR PLAN - AREAS A AND C X
T3-01 TELECOMMUNICATIONS ENLARGED FLOOR PLANS X
T3-02 NEC COMM 154 ELEVATIONS X
T3-03 NEC COMM 258 ELEVATIONS X
T3-04 NEC COMM 358 ELEVATIONS X
T3-05 NEC COMM 109 ELEVATIONS X
T3-06 NEC COMM 209 ELEVATIONS X
T3-07 NEC COMM 309 ELEVATIONS X
T4-01 TELECOMMUNICATIONS DETAILS X
T4-02 TELECOMMUNICATIONS DETAILS X
T4-03 TELECOMMUNICATIONS RISER DIAGRAMS X
INDEX OF DRAWINGS
SHEET
NUMBER SHEET TITLE
RTA
SUBMITTAL
REVISION
AE606 DOOR HARDWARE X
AE607 WINDOW SCHEDULE AND TYPES X
INTERIOR DESIGN
IN102 FIRST FLOOR AREA-B FINISH PLAN X
IN201 ENLARGED UNIT FINISH PLANS X
IN252 FIRST FLOOR SIGNAGE PLAN - AREA B X
IN253 FIRST FLOOR SIGNAGE PLAN - AREA A AND C X
IN262 SECOND FLOOR SIGNAGE PLAN - AREA B X
IN263 SECOND FLOOR SIGNAGE PLAN - AREA A AND C X
IN272 THIRD FLOOR SIGNAGE PLAN - AREA B X
IN273 THIRD FLOOR SIGNAGE PLAN - AREA A AND C X
IN401 INTERIOR ELEVATIONS X X
IN402 INTERIOR ELEVATIONS X
IN501 INTERIOR DETAILS X
IN531 SIGNAGE DETAILS X
IN532 SIGNAGE DETAILS X
IN601 INTERIOR FINISH LEGEND X
IN602 INTERIOR FINISH SCHEDULE X
FURNITURE
IF101 OVERALL FIRST FLOOR FURNITURE PLAN X
IF102 FIRST FLOOR AREA-B FURNITURE PLAN X
IF111 OVERALL SECOND FLOOR FURNITURE PLAN X
IF121 OVERALL THIRD FLOOR FURNITURE PLAN X
IF401 ENLARGED UNIT FURNITURE PLANS X
FIRE PROTECTION
FA001 FIRE ALARM NOTES AND DETAILS X
FX001 FIRE SPRINKLER NOTES AND DETAILS X
FD101 FIRE ALARM DEMOLITION PLAN - FIRST FLOOR X
FD111 FIRE ALARM DEMOLITION PLAN - SECOND FLOOR X
FD121 FIRE ALARM DEMOLITON PLAN - THIRD FLOOR X
FA101 FIRE ALARM PLAN FIRST FLOOR X
FA102 FIRE ALARM PLAN FIRST FLOOR - AREA B X
FA103 FIRE ALARM PLAN FIRST FLOOR - AREA A & C X
FA111 FIRE ALARM PLAN SECOND FLOOR X
FA112 FIRE ALARM PLAN SECOND FLOOR - AREA B X
FA113 FIRE ALARM PLAN SECOND FLOOR - AREA A & C X
FA121 FIRE ALARM PLAN THIRD FLOOR X
FA122 FIRE ALARM PLAN THIRD FLOOR - AREA B X
FA123 FIRE ALARM PLAN THIRD FLOOR - AREA A & C X
FX101 FIRE SPRINKLER PLAN FIRST FLOOR X
FX102 FIRE SPRINKLER PLAN FIRST FLOOR - AREA B X
FX103 FIRE SPRINKLER PLAN FIRST FLOOR - AREA A & C X
FX111 FIRE SPRINKLER PLAN SECOND FLOOR X
FX112 FIRE SPRINKLER PLAN SECOND FLOOR - AREA B X
FX113 FIRE SPRINKLER PLAN SECOND FLOOR - AREA A & C X
FX121 FIRE SPRINKLER PLAN THIRD FLOOR X
FX122 FIRE SPRINKLER PLAN THIRD FLOOR - AREA B X
FX123 FIRE SPRINKLER PLAN THIRD FLOOR - AREA A & C X
PLUMBING
M-001 MECHANICAL COVER SHEET X
PD101 PLUMBING DEMOLITION PLAN - FIRST FLOOR X
PD111 PLUMBING DEMOLITION PLAN - SECOND FLOOR X
PD121 PLUMBING DEMOLITION PLAN - THIRD FLOOR X
PP101 OVERALL FIRST FLOOR PLUMBING PLAN X
PP102 FIRST FLOOR AREA B PLUMBING PLAN X
PP103 FIRST FLOOR AREA A AND C PLUMBING PLAN X
PP111 OVERALL SECOND FLOOR PLUMBING PLAN X
PP112 SECOND FLOOR AREA B PLUMBING PLAN X
PP113 SECOND FLOOR AREA A AND C PLUMBING PLAN X
PP121 OVERALL THIRD FLOOR PLUMBING PLAN X
PP122 THIRD FLOOR AREA B PLUMBING PLAN X
PP123 THIRD FLOOR AREA A AND C PLUMBING PLAN X
P-401 ENLARGED PLUMBING PLANS X
P-402 ENLARGED PLUMBING PLANS X
P-403 ENLARGED PLUMBING PLANS - AREA B X
P-501 PLUMBING DETAILS X
P-502 PLUMBING DETAILS X
P-601 PLUMBING SCHEDULES X
P-901 PLUMBING ISOMETRICS X
P-902 PLUMBING ISOMETRICS X
P-903 PLUMBING ISOMETRICS X
P-904 PLUMBING ISOMETRICS X
MECHANICAL
MD101 OVERALL FIRST FLOOR HVAC DEMOLITION PLAN X
MD111 OVERALL SECOND FLOOR HVAC DEMOLITION PLAN X
MD121 OVERALL THIRD FLOOR HVAC DEMOLITION PLAN X
MD131 OVERALL ATTIC HVAC DEMOLITION PLAN X
MH101 OVERALL FIRST FLOOR HVAC PLAN X
MH102 FIRST FLOOR AREA B HVAC PLAN X
MH103 FIRST FLOOR AREA A AND C HVAC PLAN X
MH111 OVERALL SECOND FLOOR HVAC PLAN X
MH112 SECOND FLOOR AREA B HVAC PLAN X
MH113 SECOND FLOOR AREA A AND C HVAC PLAN X
MH121 OVERALL THIRD FLOOR HVAC PLAN X
MH122 THIRD FLOOR AREA B HVAC PLAN X
MH123 THIRD FLOOR AREA A AND C HVAC PLAN X
MH131 ATTIC PLAN AREA B X
MH132 ATTIC PLAN AREA A AND C X
MP101 OVERALL FIRST FLOOR HYDRONIC PLAN X
MP102 FIRST FLOOR AREA B HYDRONIC PLAN X
MP103 FIRST FLOOR AREA A AND C HYDRONIC PLAN X
MP111 OVERALL SECOND FLOOR HYDRONIC PLAN X
MP112 SECOND FLOOR AREA B HYDRONIC PLAN X
MP113 SECOND FLOOR AREA A AND C HYDRONIC PLAN X
MP121 THIRD FLOOR OVERALL HYDRONIC PLAN X
MP122 THIRD FLOOR AREA B HYDRONIC PLAN X
MP123 THIRD FLOOR AREA A AND C HYDRONIC PLAN X
M-501 MECHANICAL DETAILS X
M-502 MECHANICAL DETAILS X
M-503 MECHANICAL DETAILS X
M-505 MECHANICAL SCHEMATICS X
M-504 MECHANICAL DETAILS X
M-601 MECHANICAL SCHEDULES X
M-602 MECHANICAL SCHEDULES X
INDEX OF DRAWINGS
SHEET
NUMBER SHEET TITLE
RTA
SUBMITTAL
REVISION
GENERAL
GI001 COVER SHEET X
GI002 SHEET INDEX X X
GI003 GENERAL NOTES, ABBREVIATIONS X
GI004 LAYDOWN AREAS MAP X
GI005 JBLM TRUCK ROUTES MAP X
GI010 LIFE SAFETY NARRATIVE X
GI101 LIFE SAFETY PLAN FIRST FLOOR - OVERALL X
GI102 LIFE SAFETY PLAN FIRST FLOOR - AREA B X
GI103 LIFE SAFETY PLAN FIRST FLOOR - AREA A & C X
GI111 LIFE SAFETY PLAN SECOND FLOOR - OVERALL X
GI112 LIFE SAFETY PLAN SECOND FLOOR - AREA B X
GI113 LIFE SAFETY PLAN SECOND FLOOR - AREA A & C X
GI121 LIFE SAFETY PLAN THIRD FLOOR - OVERALL X
GI122 LIFE SAFETY PLAN THIRD FLOOR - AREA B X
GI123 LIFE SAFETY PLAN THIRD FLOOR - AREA A & C X
CIVIL
C-001 CIVIL GENERAL NOTES X
VF101 EXISTING CONDITIONS X
CD101 DEMOLITION PLAN X
CS101 SITE PLAN X
CS102 SITE ARCHITECTURAL PLAN X
CS103 AMENITIES LAYOUT PLAN X
CS104 AMENITIES GRADING PLAN X X
CS105 COURT LAYOUT PLAN X X
CS501 SITE DETAILS X X
CS502 AMENITY DETAILS X X
CS503 SHELTER DETAILS X
CS504 MISCELLANEOUS DETAILS X
CG101 GRADING AND DRAINAGE PLAN X
CG102 SIDEWALK GRADING PLAN X
CG501 STORM WATER DETAILS X
CU101 UTILITY PLAN X X
CU201 FIRE MAIN PLAN AND PROFILE X
CU202 SANITARY SEWER PLAN AND PROFILE X
CU501 SANITARY SEWER DETAILS X
CU502 SANITARY SEWER DETAILS X
CU503 WATERLINE DETAILS X
CU504 WATERLINE DETAILS X
LANDSCAPE
LP101 PLANTING PLAN X
LP102 PLANTING SCHEDULE X
STRUCTURAL
S-001 GENERAL NOTES X
S-002 GENERAL NOTES X
SB112 FIRST FLOOR PLAN AREA B X
SB113 FIRST FLOOR PLAN AREA A AND C X
SF112 SECOND/THIRD FLOOR AREA B PLAN X
SF113 SECOND/THIRD FLOOR AREA A AND C PLAN X
SF122 ATTIC PLAN AREA B X
SF123 ATTIC PLAN AREA A AND C X
SF132 ROOF PLAN AREA B X
SF133 ROOF PLAN AREA A AND C X
S-501 STRUCTURAL DETAILS X
S-502 STRUCTURAL DETAILS X
S-503 STRUCTURAL DETAILS X
ARCHITECTURAL
AD101 OVERALL FIRST FLOOR DEMOLITION PLAN X
AD102 FIRST FLOOR AREA-B DEMOLITION PLAN X
AD103 FIRST FLOOR AREA-A AND C DEMOLITION PLAN X
AD111 OVERALL SECOND FLOOR DEMOLITION PLAN X
AD112 SECOND FLOOR AREA-B DEMOLITION PLAN X
AD113 SECOND FLOOR AREA-A AND C DEMOLITION PLAN X
AD121 OVERALL THIRD FLOOR DEMOLITION PLAN X
AD122 THIRD FLOOR AREA-B DEMOLITION PLAN X
AD123 THIRD FLOOR AREA-A AND C DEMOLITION PLAN X
AD141 OVERALL ROOF DEMOLITION PLAN X
AE101 OVERALL FIRST FLOOR PLAN X
AE102 FIRST FLOOR AREA-B PLAN X
AE103 FIRST FLOOR AREA-A AND C PLAN X X
AE111 OVERALL SECOND FLOOR PLAN X
AE112 SECOND FLOOR AREA-B PLAN X X
AE113 SECOND FLOOR AREA-A AND C PLAN X
AE121 OVERALL THIRD FLOOR PLAN X
AE122 THIRD FLOOR AREA-B PLAN X X
AE123 THIRD FLOOR AREA-A AND C PLAN X
AE141 OVERALL ROOF PLAN X X
AE142 ROOF AREA-B PLAN X X
AE143 ROOF AREA-A AND C PLAN X X
AE151 OVERALL FIRST FLOOR REFLECTED CEILING PLAN X X
AE152 FIRST FLOOR AREA-B REFLECTED CEILING PLAN X X
AE161 OVERALL SECOND FLOOR REFLECTED CEILING PLAN X X
AE171 OVERALL THIRD FLOOR REFLECTED CEILING PLAN X X
AE201 AREA-A ELEVATIONS X
AE202 AREA-A ELEVATIONS X
AE203 AREA-B ELEVATIONS X
AE204 AREA-B ELEVATIONS X
AE205 AREA-C ELEVATIONS X
AE206 AREA-C ELEVATIONS X
AE301 BUILDING SECTIONS X
AE311 WALL SECTIONS X
AE401 LIVING UNIT ENLARGED FLOOR PLANS X X
AE402 ENLARGED FLOOR PLANS X X
AE403 ENLARGED UNIT CEILING PLANS X X
AE501 WALL AND PLAN DETAILS X
AE510 ROOF DETAILS X X
AE511 ROOF DETAILS X X
AE520 CEILING DETAILS X
AE530 DOOR DETAILS X
AE531 DOOR AND OPENING DETAILS X
AE540 WINDOW DETAILS X
AE601 PARTITION TYPES AND SCHEDULE X X
AE603 FIRST FLOOR DOOR SCHEDULE AND TYPES X
AE604 SECOND FLOOR DOOR SCHEDULE AND TYPES X
AE605 THIRD FLOOR DOOR SCHEDULE AND TYPES X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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08/23/2021
CONSTRUCTION MEANS AND METHODS ISSUES
1. SLAB ON GRADE AND ELEVATED SLABS ARE NOT DESIGNED TO SUPPORT CRANES, FORKLIFTS, TRUCKS, MANLIFTS OR OTHER CONSTRUCTION RELATED EQUIPMENT UNLESS NOTED AS SUCH. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF CONSTRUCTION EQUIPMENT CAN BE SAFELY OPERATED ON THESE SLABS AND TO REPAIR ANY DAMAGE THE
EQUIPMENT MAY CAUSE.
2. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY BRACING AND/OR SHORES TO SAFELY CONSTRUCT THE BUILDING AND
PREVENT DAMAGE DURING CONSTRUCTION.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION THAT MAY AFFECT THE PROJECT AND REPORT DISCREPANCIES TO THE GOVERNMENT. ANY DIMENSIONS FOR ELEVATIONS THAT IMPACT NEW WORK SHALL BE VERIFIED PRIOR TO FABRICATION OF ANY MATERIAL. EXISTING BUILDING ELEMENTS THAT ARE TO BE
ABANDONED THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED.
4. WHEN A PIECE OF EQUIPMENT (HVAC, ELECTRICAL, KITCHEN, ETC.) IS PROVIDED THAT IS DIFFERENT THAN THE EQUIPMENT THAT THE STRUCTURE WAS DESIGNED FOR EITHER BY SIZE, WEIGHT OR CONFIGURATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE REMEDY OF THE SITUATION. THOSE COSTS SHALL INCLUDE THE ENGINEERING COSTS TO REDESIGN PORTIONS OF THE STRUCTURE TO ACCOMMODATE THE SUBSTITUTED EQUIPMENT.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STRUCTURAL DESIGN AND MATERIALS FOR ATTACHING NON- STRUCTURAL ELEMENTS TO ANY PORTION OF THE STRUCTURE TO RESIST ALL LOADS, INCLUDING SEISMIC, IN A WAY THAT DOES NOT OVERSTRESS STRUCTURAL MEMBERS. NON-STRUCTURAL ELEMENTS CAN BE FOUND IN EACH OF THE OTHER
DISCIPLINES (ARCHITECTURAL, MECHANICAL, ELECTRICAL, ETC.)
STRUCTURAL TESTS, INSPECTIONS, AND QUALITY ASSURANCE
ALL STRUCTURAL TESTS AND INSPECTIONS SHALL BE PERFORMED PER CHAPTER 17 OF THE 2018 INTERNATIONAL BUILDING CODE AS MODIFIED BY UFC 3-301-01 AND WITH LOCAL SUPPLEMENTS, UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. REFER TO THE SPECIAL INSPECTIONS SPECIFICATION SECTION FOR REQUIRED INSPECTIONS AND MORE
INFORMATION.
DELEGATED ENGINEERING OF STRUCTURAL COMPONENTS AND SYSTEMS
1. ALL STRUCTURAL COMPONENTS AND SYSTEMS SPECIFIED TO BE DELEGATED SHALL BE DESIGNED AND SEALED BY A SPECIALTY STRUCTURAL ENGINEER (SSE) AND SHALL MEET THE GUIDELINES PUBLISHED BY THE COUNCIL OF AMERICAN
STRUCTURAL ENGINEERS (CASE) FOR DELEGATED SPECIALTY STRUCTURAL ENGINEERING.
2. REFERENCE THE GENERAL NOTES & DRAWINGS FOR BUILDING CODE, SERVICE CRITERIA, AND DESIGN LOADS.
3. SUBMITTALS FOR DELEGATED COMPONENTS AND SYSTEMS SHALL INCLUDE THE FOLLOWING:
A. A FULL DESIGN ANALYSIS, INCLUDING CALCULATIONS FOR GRAVITY AND LATERAL LOADS, WITH A SEALED COVER SHEET
IDENTIFYING THE PROJECT NAME AND ADDRESS.
B. THE SSE THAT SEALED THE CALCULATIONS SHALL ALSO SEAL THE FABRICATION, PLACING, AND ERECTION PLANS. EACH
PLAN SHALL IDENTIFY THE PROJECT NAME AND ADDRESS.
C. IF THE SSE THAT SEALED THE CALCULATIONS AND PLANS IS AN EMPLOYEE OF A COMPANY, THE COMPANY'S CERTIFICATE OF AUTHORIZATION NUMBER SHALL BE INCLUDED ON THE SUBMITTALS. BOTH THE SSE SEAL AND THE CERTIFICATE OF AUTHORIZATION NUMBER SHALL BE INCLUDED ON THE SUBMITTALS. BOTH THE SSE SEAL AND THE CERTIFICATE OF AUTHORIZATION SHALL BE ISSUED BY THE STATE IN WHICH THE PROJECT IS LOCATED, INCLUDING PROJECTS ON
FEDERAL LAND.
D. THE COMPANY THAT EMPLOYS THE SSE SHALL PROVIDE AN INSURANCE CERTIFICATE FOR PROFESSIONAL LIABILITY INSURANCE WITH AN AGGREGATE AMOUNT OF NO LESS THAN TWO MILLION DOLLARS ($2,000,000). CONTRACTS OR SUB-
CONTRACTS FOR THIS PROJECT SHALL NOT INCLUDE A LIMIT OF LIABILITY CLAUSE.
E. THE SSE THAT SEALED THE PLANS SHALL INCORPORATE A WRITTEN STATEMENT THAT THE CONTRACT DOCUMENT'S
CRITERIA HAVE BEEN INCORPORATED INTO THE DESIGN.
4. THE CONTRACTOR SHALL REVIEW THE SUBMITTAL FOR QUANTITIES AND DIMENSIONS AND VERIFY THAT THE ABOVE
INFORMATION HAS BEEN INCLUDED IN THE SUBMITTAL.
A. NO SUBMITTAL WILL BE REVIEWED UNLESS ALL OF THE ABOVE INFORMATION IS INCLUDED.
5. OVER FRAMED ROOF SYSTEMS
A. THE SSE SHALL VERIFY THAT THE OVER-FRAMING SYSTEM WILL TRANSFER ALL VERTICAL AND HORIZONTAL LOADS THROUGH THE EXISTING ROOFING SYSTEM TO THE STRUCTURE WITHOUT OVER-STRESSING ANY EXISTING
COMPONENTS.
B. OVER-FRAMING STRUCTURAL MEMBERS SHALL BE SYMMETRICAL ABOUT THE VERTICAL AXIS AND BE CONNECTED
CONCENTRICALLY AT EACH JOINT.
C. LIGHT GAUGE STRUCTURAL COMPONENTS SHALL BE A MINIMUM OF 16 GAUGE THICK (0.054") UNLESS NOTED OTHERWISE.
D. TRANSFER CONNECTIONS SHALL HAVE AT LEAST (2) BOLTS/SCREWS/WELDS THAT PROVIDE SYMMETRICAL LOAD.
E. DESIGN AND PROVIDE BOTH TEMPORARY AND PERMANENT BRACING REQUIRED FOR STABILITY.
F. REFERENCE ARCHITECTURAL DRAWINGS FOR ROOF PANELS.
G. ROOF DESIGN AND CONSTRUCTION SHALL INCLUDE FALL PROTECTION SYSTEM IN ACCORDANCE WITH UFC 3-110-03 AND 3-301-01
6. PRE-FABRICATED METAL CANOPY (BOOT WASH, BIKE RACK AND PICNIC CANOPY)
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REDESIGN COST AND THE COST FOR CHANGES TO THE FOUNDATION.
B. COLUMNS AT BIKE RACK AND BOOT WASH SHALL HAVE POSTS BURIED IN FOOTING. FOUNDATION DESIGN TO BE
DESIGNED BY THE CONTRACTOR.
US Army Corps of Engineers ®
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R
C P
R Z
Y G
O D
A
P R
A D
L E
Y
A
U G
U S
T
T B
D
T B
D
RTA DESIGN SUBMITTAL
R E
P A
IR
B
U
IL
D
IN
G
D E
S
IG
N C
O N
S T
R U
C T
O
IN
P K
G N
O C
E C
E
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08/19/2021
C1 C2 C3 C4
C3.5C2.5
A1
A2
A2.5
B1
B2
B4
B5
B3
3'
0"
3' - 0"
" 5
" 5
" 5
C4
S-502
CHILLER PAD, REF
CIVIL & MECH FOR
LOCATION
6 6
2" EXISTING SEISMIC
SEPERATION JOINT
2" EXISTING SEISMIC
SEPERATION JOINT
1. SEE SHEETS S-001 AND S-002 FOR GENERAL STRUCTURAL NOTES AND SPECIAL
INSPECTION REQUIREMENTS.
2. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS OF
UNDERGROUND UTILITY REMOVAL AND INSTALLATION. REMOVE SLAB ON GRADE AS
REQUIRED FOR UTILITY REMOVAL/INSTALLATION. EXCAVATE SOIL, AS REQUIRED, FOR
UTILITY REMOVAL/INSTALLATION IN ACCORDANCE WITH THE REQUIREMENTS OF DETAIL
A4/S-502. REPLACE EXCAVATED SOIL WITH COMPACTED FILL AND REPAIR SLAB ON GRADE
PER DETAIL A4/S-501. THE EXTENT AND MEANS OF SLAB ON GRADE EXCAVATION SHALL BE
DETERMINED AND COORDINATED BY THE CONTRACTOR.
3. EXISTING SLAB-ON-GRADE IS ANTICIPATED TO BE 4" THICK REINFORCED WITH #4 @ 12"O.C.
EACH WAY.
4. PATCH/REPAIR WALLS AND OTHER EXPOSED SURFACES IN ACCORDANCE WITH THE
ARCHITECTURAL FINISH SPECIFICATION.
PLAN NOTES
INFILL EXISTING OPENING PER DETAIL /F7 S-501
INFILL EXISTING 1 1/2" DEEP RECESSED SLAB AREA. ROUGHEN EXISTING TO 1/4"
AMPLITUDE, APPLY BONDING AGENT AND LEVEL WITH CONCRETE TOPPING MIX
REINFORCED WITH INTERNAL FIBER REINFORCING. REFER TO EXISTING DRAWINGS.
3 SEE DETAIL AND . REFERENCE OTHER DISCIPLINES FOR SIZE OF
ELEMENTS PENETRATING THE FLOOR.
4 INFILL EXISTING DOOR OPENING PER DETAIL
5 NEW DOOR OPENING IN LOAD BEARING CMU WALL, SEE DETAILS AND
/E1 S-502
/C8 S-501 /A1 S-501
/A7 S-501/F1 S-501
6 GRIND TOP OF SLAB DOWN 1/2" AT NEW BATHROOM FLOOR AREA FOR TILE PLACEMENT.
REFER TO ARCHITECTURAL DRAWINGS.
7 HOUSEKEEPING PAD PER DETAIL REFERENCE ELECTRICAL AND MECHANICAL
FOR EXTENTS.
/C8 S-502
8 MECHANICAL DUCT FLUSH TO BOTTOM SIDE OF OPENING, MAXIMUM WIDTH 24", NO
ADDITIONAL REINFORCEMENT NEEDED. REF. DETAIL A7/S-501.
9 NEW MECHANICAL DUCT OPENING, REFERENCE . /F1 SB112
10 MECHANICAL DUCT LOCATED 8" BELOW BOTTOM OF STRUCTURE ABOVE, MAXIMUM
WIDTH 8", NO ADDITIONAL REINFORCEMENT NEEDED.
11 REINFORCE NEW MECHANICAL OPENING WITH L8X6X1/2. EXTEND ANGLE PAST OPENING
TO BEAR ON NEAREST GROUTED CELL. LEAVE ONE VERTICAL CELL ON EACH SIDE OF
OPENING. REF. DETAIL A8/S-502.
12 MECHANICAL UTILITIES ARE LOCATED DOWN THE CORRIDOR. REFER TO MECHANICAL
DRAWINGS. EXCAVATION CLOSE TO EXISTING FOUNDATIONS WILL BE REQUIRED.
REFER TO DETAIL A4/S-502 FOR REQUIREMENTS.
13 SEE DETAIL . REFERENCE OTHER DISCIPLINES FOR SIZE OF ELEMENTS
PENETRATING THE FLOOR
/C5 S-501
14 EXISTING BEARING WALLS AND PURLIN TO REMAIN. REMOVE EXISTING PLYWOOD ROOF
SHEATHING AND ROOFING MATERIAL BACK TO PURLINS. CARE SHALL BE TAKEN NOT TO
DAMAGE PURLINS. ANY DAMAGED STRUCTURAL ELEMENTS TO REMAIN SHALL BE
REPLACED IN-KIND.
15 DRAG TRUSS CAPABLE OF TRANSFERRING 4.8 KIPS (ULT) OF SEISMIC LOAD AND 5.1 KIPS
(ULT) OF WIND LOAD TO EXISTING PURLIN BLOCKING. REFERENCE EXISTING ROOF
FRAMING DRAWINGS FOR MORE INFORMATION.
A
B
C
EXISTING VERTICAL
GROUTED CELLS, FIELD
LOCATE AND LOCATE
LOUVER OPENINGS TO
MISS
KNOCK OUT EXISTING CMU FACE
SHELL AND REINF. W/ (2) #5,
EMBED 4" AT EA. EXISTING JAMB
USING ADHESIVE ANCHORING
SYSTEM. GROUT PACK SOLID
EXISTING 8"
BLOCK WALL
NOTE:
REMOVE AND REPLACE EXIST
FACE SHELLS AS REQ'D FOR
REINF. PLACEMENT
EXISTING GROUTED BOND BEAM
EXISTING BOND BEAM, DEMO
AS REQ'D FOR OPENING.
EXISTING GROUTED BOND BEAM
4" 1'-4" MAX. 4"
M A
X
EXISTING GROUTED
BOND BEAM, DEMO
AS REQ'D FOR
OPENING.
LOCATE TOP OF OPENING TO
BOTTOM OF GROUTED CELL
NOTE:
CONTRACTOR TO GPR
WALL TO LOCATE
GROUTED CELLS AND
REINFORCING
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
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
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
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IP
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IO
N
P R
O F
E S
S
IO
N A
L E
N G
IN
E
E R
IN
G
C O
N S
U L T
A N
T S
P
.A
S
T O
P E
K A
W
IC
H
IT
A K
S
SB112
F
IR
S T
F L O
O R
P L A
N A
R E
A B
J O
IN
T
B A
S E
L E
W
IS
-M C
C H
O R
D W
A
S E
A T
T L E
D
IS
T R
IC
T
E
M
A R
G
IN
A L W
A Y
S O
U T
H B
L D
G
S E
A T
T L E
W
A
-2
C M
Y R
T L E
J R
O H
L E
D E
R
C P
R Z
Y G
O D
A
P R
A D
L E
Y
A
U G
U S
T
T B
D
T B
D
RTA DESIGN SUBMITTAL
R E
P A
IR
B
U
IL
D
IN
G
D E
S
IG
N C
O N
S T
R U
C T
O
IN
P K
G N
O C
E C
E
1/8" = 1'-0"A1
FIRST FLOOR AREA B PLAN
PLAN NORTH
PLAN NORTH
0 4' 8' 16'
SCALE: 1/8" = 1'
1/2" = 1'-0"F1
NEW OPENING DETAIL
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A1
A2
B1
B2
B4
B5
B3
E5
S-502
OVERBUILD FRAMING, REF GENERAL NOTES
OVERBUILD FRAMING, REF GENERAL NOTES
R E
F G
E N
E R
A L
N O
T E
S
O V
E R
B U
IL
D
F R
A M
IN
G
R E
F G
E N
E R
A L
N O
T E
S
O V
E R
B U
IL
D
F R
A M
IN
G
REF GENERAL NOTES
OVERBUILD FRAMING,
O
VER
BU
IL
D F
R
AM
IN
G , R
EF G
EN
ER
AL
N O
TES
O
VER
BU
IL
D F
R
AM
IN
G , R
EF G
EN
ER
AL
N O
TES
EXIST 10", 14 GA
PURLINS
SPACED @ 24"
EXIST 10", 14 GA PURLINS
SPACED @ 24"
EXIST 10", 14 GA
PURLINS SPACED @ 24"
8"
3'
4"
EXIST CMU
WALL
EXIST
CMU WALL
EXIST CMU
WALL
EXIST
CMU WALL
EXIST
CMU WALL
EXIST CMU
WALL
15 14
EXIST 10", 14 GA
PURLINS SPACED @ 24"
24' - 8"
/4
2" EXP JT
2" EXISTING SEISMIC
SEPERATION JOINT
2" EXISTING SEISMIC
SEPERATION JOINT
TYP.
OVERBUILT FRAMING
TO PROVIDE FRAMING
FOR HATCH OPENING
ROOF HATCH,
REF ARCH
OVERBUILT FRAMING TO
PROVIDE FRAMING FOR
HATCH OPENING
ROOF HATCH,
REF ARCH
OVERBUILT FRAMING TO PROVIDE
FRAMING FOR HATCH OPENING
ROOF HATCH,
REF ARCH
A
B
C
PLAN NOTES
INFILL EXISTING OPENING PER DETAIL /F7 S-501
INFILL EXISTING 1 1/2" DEEP RECESSED SLAB AREA. ROUGHEN EXISTING TO 1/4"
AMPLITUDE, APPLY BONDING AGENT AND LEVEL WITH CONCRETE TOPPING MIX
REINFORCED WITH INTERNAL FIBER REINFORCING. REFER TO EXISTING DRAWINGS.
3 SEE DETAIL AND . REFERENCE OTHER DISCIPLINES FOR SIZE OF
ELEMENTS PENETRATING THE FLOOR.
4 INFILL EXISTING DOOR OPENING PER DETAIL
5 NEW DOOR OPENING IN LOAD BEARING CMU WALL, SEE DETAILS AND
/E1 S-502
/C8 S-501 /A1 S-501
/A7 S-501/F1 S-501
6 GRIND TOP OF SLAB DOWN 1/2" AT NEW BATHROOM FLOOR AREA FOR TILE PLACEMENT.
REFER TO ARCHITECTURAL DRAWINGS.
7 HOUSEKEEPING PAD PER DETAIL REFERENCE ELECTRICAL AND MECHANICAL
FOR EXTENTS.
/C8 S-502
8 MECHANICAL DUCT FLUSH TO BOTTOM SIDE OF OPENING, MAXIMUM WIDTH 24", NO
ADDITIONAL REINFORCEMENT NEEDED. REF. DETAIL A7/S-501.
9 NEW MECHANICAL DUCT OPENING, REFERENCE . /F1 SB112
10 MECHANICAL DUCT LOCATED 8" BELOW BOTTOM OF STRUCTURE ABOVE, MAXIMUM
WIDTH 8", NO ADDITIONAL REINFORCEMENT NEEDED.
11 REINFORCE NEW MECHANICAL OPENING WITH L8X6X1/2. EXTEND ANGLE PAST OPENING
TO BEAR ON NEAREST GROUTED CELL. LEAVE ONE VERTICAL CELL ON EACH SIDE OF
OPENING. REF. DETAIL A8/S-502.
12 MECHANICAL UTILITIES ARE LOCATED DOWN THE CORRIDOR. REFER TO MECHANICAL
DRAWINGS. EXCAVATION CLOSE TO EXISTING FOUNDATIONS WILL BE REQUIRED.
REFER TO DETAIL A4/S-502 FOR REQUIREMENTS.
13 SEE DETAIL . REFERENCE OTHER DISCIPLINES FOR SIZE OF ELEMENTS
PENETRATING THE FLOOR
/C5 S-501
14 EXISTING BEARING WALLS AND PURLIN TO REMAIN. REMOVE EXISTING PLYWOOD ROOF
SHEATHING AND ROOFING MATERIAL BACK TO PURLINS. CARE SHALL BE TAKEN NOT TO
DAMAGE PURLINS. ANY DAMAGED STRUCTURAL ELEMENTS TO REMAIN SHALL BE
REPLACED IN-KIND.
15 DRAG TRUSS CAPABLE OF TRANSFERRING 4.8 KIPS (ULT) OF SEISMIC LOAD AND 5.1 KIPS
(ULT) OF WIND LOAD TO EXISTING PURLIN BLOCKING. REFERENCE EXISTING ROOF
FRAMING DRAWINGS FOR MORE INFORMATION.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
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
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
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N
P R
O F
E S
S
IO
N A
L E
N G
IN
E
E R
IN
G
C O
N S
U L T
A N
T S
P
.A
S
T O
P E
K A
W
IC
H
IT
A K
S
SF132
R O
O F
P L A
N A
R E
A B
J O
IN
T
B A
S E
L E
W
IS
-M C
C H
O R
D W
A
S E
A T
T L E
D
IS
T R
IC
T
E
M
A R
G
IN
A L W
A Y
S O
U T
H B
L D
G
S E
A T
T L E
W
A
-2
C M
Y R
T L E
J R
O H
L E
D E
R
C P
R Z
Y G
O D
A
P R
A D
L E
Y
A
U G
U S
T
T B
D
T B
D
REVISION 01, AMENDMENT
R E
P A
IR
B
U
IL
D
IN
G
D E
S
IG
N C
O N
S T
R U
C T
O
IN
P K
G N
O C
E C
E
1/8" = 1'-0"A1
ROOF PLAN AREA B
PLAN NORTH
0 4' 8' 16'
SCALE: 1/8" = 1'
PLAN NORTH
DENOTES EXISTING STEEL STRAP BRACING LOCATION.
STRAP BRACING SHALL REMAIN AND SHALL NOT BE
DAMAGED. ALL NEW MECHANICAL DUCT SHALL BE
LOCATED BETWEEN EXISTING WALL OPENINGS OR IN A
NEW WALL OPENING ADJACENT TO THE CROSS BRACING
PLAN MARKS
NEW 1½", 22 GA. ROOF DECK; ATTACH TO NEW LIGHT
GAUGE OVERFRAMED TRUSSES PER DETAIL.
NOTE:
LOCATE NEW MECHANICAL DUCT IN EXISTING OPENING
THROUGH LOAD BEARING WALLS. WHERE DUCT IS
NEEDED TO BE LOCATED OUTSIDE OF CENTER
CORRIDOR WALL OPENING, PROVIDE A NEW HEADER
AND JAMB FRAMING PER DETAIL E5/S-502
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08/20/2021
AE201
A3
A4
A5
A6
A7
A8
A2.5
A3.5
A4.5
A5.5
A6.5
A7.5
AE201
E1
JAN
UTILITY
E1
AE301
A
A
A
A
A
L1
A
A
A
A
A
A
A
A
A
A101B
A
A
A
A
A
A101A
B
STAIR A
A1
164ZZ
166ZZ
166Z 166Y
169XX
X
169Z169Y
169ZZ166XX
172XX
X
175XX
X
172Y172Z
172ZZ
174ZZ
174Z 174Y 175ZZ
175Z175Y
177ZZ
177Z177Y
X
X
177XX
X
180Y
180XX
X
174XX
A
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
/A1 AE102 /A1 AE102
AE401
E6
OPP
AE202
E1
10 1/2"
AE205
A1
AE205
E1
C4 C5 C6 C7 C8
C4.5 C5.5 C6.5 C7.5
AE206
E1
JAN
AE401
E6
MECH
C5
AE301
D A
D B
STAIR D
D1
AA A A A A A A
B
AAAAAAL1
116X
X
X
Z
Y
Z
Z
Z
Z
Z
Y
118X
X
X
X
X
X
X
Z
Z
Z
Y
Z
Z
Z
Y
119X
X
X
124X
Y
121X
1 11 1
UNIT
UNIT
UNIT
UNIT
/A1 AE102
/A1 AE102
UNIT
10 1010
101010
/2
A
B C
1 INFILL EXISTING OPENING.
REF. STRUCT
2 INFILL EXISTING FLOOR VOIDS.
REF. STRUCT
3 WATER FOUNTAIN WITH BOTTLE
FILLER, REF. MECH.
4 PAINT EXISTING HANDRAILS, REF.
INTERIOR FINISH SCHEDULE.
FLOOR PLAN KEY NOTES
5 COMMERCIAL WASHER. REF. MECH.
FOR ROUGH-IN. REF. FF&E FOR CUT
SHEETS.
6 COMMERCIAL DRYER. REF. MECH.
FOR ROUGH-IN. REF. FF&E FOR CUT
SHEETS.
7 UTILITY SINK. REF. MECH. FOR
ROUGH-IN.
8 SEISMIC JOINT SEALANT, GASKET,
AND COVER, REF. D3/AE501, D6/AE501,
AND B8/AE520 FOR DETAILS
9 ATTIC ACCESS LADDER AND HATCH,
REF. A6/AE511
10 SPLASHBLOCK AT EVERY DOWNSPOUT
11 CASED OPENING, REF. AE531
12 BOOTWASH AND SHELTER, REF. CIVIL
13 BICYCLE RACK AND SHELTER,
REF. CIVIL
*REFER TO GENERAL FLOOR PLAN NOTES ON
OVERALL FLOOR PLANS*
*REFER TO SHEET AE601 FOR PARTITION TYPES*
*REFER TO SHEETS AE603-AE606 FOR DOOR
SCHEDULES AND TYPES*
*REFER TO SHEET AE607 FOR WINDOW
SCHEDULE AND TYPES*
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
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
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
AE103
F
IR
S T
F L O
O R
A R
E A
-A A
N D
C P
L A
N
J O
IN
T
B A
S E
L E
W
IS
-M C
C H
O R
D W
A
S E
A T
T L E
D
IS
T R
IC
T
E
M
A R
G
IN
A L W
A Y
S O
U T
H B
L D
G
S E
A T
T L E
W
A
-2
Y A
E G
E R
A R
C H
IT
E
C T
U R
E P
E N
R O
S E
L A
N E
S
U
IT
E
L E
N E
X A
K
S
K C
O U
G H
L
IN
K C
O U
G H
L
IN
C P
R Z
Y G
O D
A
M T
U R
N E
R
A
U G
U S
T
T B
D
T B
D
REVISION 01, AMENDMENT
R E
P A
IR
B
U
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D
IN
G
D E
S
IG
N C
O N
S T
R U
C T
IO
N
P K
G N
O C
E C
E
1/8" = 1'-0"A1
FIRST FLOOR AREA-A PLAN
1/8" = 1'-0"A4
FIRST FLOOR AREA-C PLAN
0 4' 8' 16'
SCALE: 1/8" = 1'
PLAN NORTH
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DN
C3.5C2.5
A1
A2
A2.5
B1
B2
B4
B5
B3
A E203
A
A E203
E
STOR
JAN
256A
ELEC
NEC COMM
ELEC /
COMMERCIAL
TELECOMM
UTILITY
256C
NEC COMM
FIRE RISER
256D
AE206
E6
AE
4A1
A E204
A
AE202
E6
E5
AE301
AE
4E1
AE
4E3
A E204
C
A E204
E
AE204
A6
A E
A
C1
AE301
A A A A A A
AAAAA
A
A
A
A
A
D
A
L1
D
A
A
A
A
A
A
AA
A
A
C
C
C
262 261
263264
B201
STAIR B
B2
STAIR C
C2
208X
X
X
Z
Y
Z
Z
Z
Z
Z
Y
210X
X
X
X
X
Y
X
X
X
213Z
Z
Z
X
X
205X
Y
202XX
2X
202Z
202Y
202ZZ
252ZZ
252Z
252Y
2X
252XX
6D
3X
X 25 3X
3Z
253ZZ
253Y
261Y
X
261XX
X
264XX
264Z 264Y
264ZZ
266ZZ 269XX
80 80 80
1"
2 2
1 1 13
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
AE401
A1
UNIT
UNIT
UTILITY
/A1 AE113 /A1 AE113
/A4 AE113
/A4 AE113
FIRE ALARM
256B
10' - 6"
5' - 0 1/8"
5' - 5 7/8"
7'
3/
8"
8'
7/
8"
UNIT
FOYER
256C
6B
6A
1'
5"
4'
5"
6'
AE401
E1
/A1 AE113
/A1 AE113
AE401
E6
OPP
AE401
E1
OPP
7'
6" 3'
0"
1' - 7"
2' - 0 3/4"
AE401
E6
OPP
3'
0"
A
B C
1 INFILL EXISTING OPENING.
REF. STRUCT
2 INFILL EXISTING FLOOR VOIDS.
REF. STRUCT
3 WATER FOUNTAIN WITH BOTTLE
FILLER, REF. MECH.
4 PAINT EXISTING HANDRAILS, REF.
INTERIOR FINISH SCHEDULE.
FLOOR PLAN KEY NOTES
5 COMMERCIAL WASHER. REF. MECH.
FOR ROUGH-IN. REF. FF&E FOR CUT
SHEETS.
6 COMMERCIAL DRYER. REF. MECH.
FOR ROUGH-IN. REF. FF&E FOR CUT
SHEETS.
7 UTILITY SINK. REF. MECH. FOR
ROUGH-IN.
8 SEISMIC JOINT SEALANT, GASKET,
AND COVER, REF. D3/AE501, D6/AE501,
AND B8/AE520 FOR DETAILS
9 ATTIC ACCESS LADDER AND HATCH,
REF. A6/AE511
10 SPLASHBLOCK AT EVERY DOWNSPOUT
11 CASED OPENING, REF. AE531
12 BOOTWASH AND SHELTER, REF. CIVIL
13 BICYCLE RACK AND SHELTER,
REF. CIVIL
*REFER TO GENERAL FLOOR PLAN NOTES ON
OVERALL FLOOR PLANS*
*REFER TO SHEET AE601 FOR PARTITION TYPES*
*REFER TO SHEETS AE603-AE606 FOR DOOR
SCHEDULES AND TYPES*
*REFER TO SHEET AE607 FOR WINDOW
SCHEDULE AND TYPES*
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
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
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
AE112
S E
C O
N D
F L O
O R
A R
E A
-B P
L A
N
J O
IN
T
B A
S E
L E
W
IS
-M C
C H
O R
D W
A
S E
A T
T L E
D
IS
T R
IC
T
E
M
A R
G
IN
A L W
A Y
S O
U T
H B
L D
G
S E
A T
T L E
W
A
-2
Y A
E G
E R
A R
C H
IT
E
C T
U R
E P
E N
R O
S E
L A
N E
S
U
IT
E
L E
N E
X A
K
S
K C
O U
G H
L
IN
K C
O U
G H
L
IN
C P
R Z
Y G
O D
A
M T
U R
N E
R
A
U G
U S
T
T B
D
T B
D
REVISION 01, AMENDMENT
R E
P A
IR
B
U
IL
D
IN
G
D E
S
IG
N C
O N
S T
R U
C T
IO
N
P K
G N
O C
E C
E
1/8" = 1'-0"A1
SECOND FLOOR AREA-B PLAN 0 4' 8' 16'
SCALE: 1/8" = 1'
PLAN NORTH
R
E V
IS
IO
N
A
M E
N D
M E
N T
/1
/2
A1
A2
A2.5
B1
B2
B4
B5
B3
A E203
A
A E203
E
NEC COMM
ELEC
JAN
356A
ELEC
ELEC /
COMMERCIAL
TELECOMM
AE206
E6
AE
4A1
A E204
A
AE202
E6
FIRE RISER
356D
UTILITY
356C
NEC COMM
E5
AE301
AE
4E1
AE
4E3
A E204
C
A E204
E
AE204
A6
A E
A
C1
AE301
A A A A A A A
AAAAA
D
A
A
A
A
A
C
A
A
A
A
A
A
L1
D
C
A A
A
A
A
C
6D
362 361
B301
364 363
X
X
308X
Z
Y
Z
Z
Z
Z
Z
Y
310X
X
X
X
X
Z
Z
Z
Y
313X
X
X
X
X
305X
302XX
2X
302Y
302Z
302ZZ
353ZZ
353Y
3Z
3X
3X
X
352Z
352Y
352ZZ
2X
352XX
364XX
X
361Y
361XX
364Z 364Y
X
364ZZ
366ZZ 369XX
Y
8080 80
2 2
1 1 13
STAIR C
C3
STAIR B
B3
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
STORAGE
FIRE ALARM
356B
FOYER
6A
6B
356C
1'
5"
4'
5"
6'
5' - 6"
5' - 0" 7'
1/
4"
8'
6"
L5
AE401
E1
AE401
A1
AE401
E6
/A1 AE123/A1 AE123
/A4 AE123
/A4 AE123
AE401
E1
OPP OPP
6"
3' - 11"
8'
0"
LADDER
AE401
E6
OPP
SIM
3'
0"
7'
6"
1' - 7"
10 1/2"
2' - 0 3/4"
3'
0"
A
B C
1 INFILL EXISTING OPENING.
REF. STRUCT
2 INFILL EXISTING FLOOR VOIDS.
REF. STRUCT
3 WATER FOUNTAIN WITH BOTTLE
FILLER, REF. MECH.
4 PAINT EXISTING HANDRAILS, REF.
INTERIOR FINISH SCHEDULE.
FLOOR PLAN KEY NOTES
5 COMMERCIAL WASHER. REF. MECH.
FOR ROUGH-IN. REF. FF&E FOR CUT
SHEETS.
6 COMMERCIAL DRYER. REF. MECH.
FOR ROUGH-IN. REF. FF&E FOR CUT
SHEETS.
7 UTILITY SINK. REF. MECH. FOR
ROUGH-IN.
8 SEISMIC JOINT SEALANT, GASKET,
AND COVER, REF. D3/AE501, D6/AE501,
AND B8/AE520 FOR DETAILS
9 ATTIC ACCESS LADDER AND HATCH,
REF. A6/AE511
10 SPLASHBLOCK AT EVERY DOWNSPOUT
11 CASED OPENING, REF. AE531
12 BOOTWASH AND SHELTER, REF. CIVIL
13 BICYCLE RACK AND SHELTER,
REF. CIVIL
*REFER TO GENERAL FLOOR PLAN NOTES ON
OVERALL FLOOR PLANS*
*REFER TO SHEET AE601 FOR PARTITION TYPES*
*REFER TO SHEETS AE603-AE606 FOR DOOR
SCHEDULES AND TYPES*
*REFER TO SHEET AE607 FOR WINDOW
SCHEDULE AND TYPES*
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
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
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
AE122
T H
IR
D
F L O
O R
A R
E A
-B P
L A
N
J O
IN
T
B A
S E
L E
W
IS
-M C
C H
O R
D W
A
S E
A T
T L E
D
IS
T R
IC
T
E
M
A R
G
IN
A L W
A Y
S O
U T
H B
L D
G
S E
A T
T L E
W
A
-2
Y A
E G
E R
A R
C H
IT
E
C T
U R
E P
E N
R O
S E
L A
N E
S
U
IT
E
L E
N E
X A
K
S
K C
O U
G H
L
IN
K C
O U
G H
L
IN
C P
R Z
Y G
O D
A
M T
U R
N E
R
A
U G
U S
T
T B
D
T B
D
REVISION 01, AMENDMENT
R E
P A
IR
B
U
IL
D
IN
G
D E
S
IG
N C
O N
S T
R U
C T
IO
N
P K
G N
O C
E C
E
1/8" = 1'-0"A1
THIRD FLOOR AREA-B PLAN
0 4' 8' 16'
SCALE: 1/8" = 1'
PLAN NORTH
R
E V
IS
IO
N
A
M E
N D
M E
N T
/1
/2
AE205
AE201
A1
AE205
E1C1 C2 C3 C4 C5 C6 C7 C8
C3.5 C4.5 C5.5 C6.5 C7.5C2.5
A1
A2
A3
A4
A5
A6
A7
A8
A2.5
A3.5
A4.5
A5.5
A6.5
A7.5
B1
B2
B4
B5
B3
AE206
E1
A E203
A
A E203
E
AE201
E1
AE202
E1
AE206
E6
AE
4A1
A E204
A
AE202
E6
E5
AE301
E1
AE301
C1
AE301
C5
AE301
A1
AE510
/4
4 3/4" / 1'-0"
4 3/4" / 1'-0"
RIDGE RIDGE
H
IP
H
IP
R
ID
G E
R
ID
G E
HIP
H
IP
R
ID
G E
RIDGE HIP
VALLEY VALLEY
V A
L L
Y
V A
L L
G E
R
ID
H
IP
VALLEY
V A
L L
HIP
IP
A1
AE510
36' - 0" 40' - 0" 43' - 0" 45' - 0" 11"
40' - 0" 44' - 6" 44' - 6" 42' - 0" 11"
3/ 4"
/A1 AE142
/A1 AE143
/A4 AE143/A1 AE142
/4
/4
4 3/4" / 1'-0"
4 3/4" / 1'-0"
48' - 5"
ROOF PLAN KEYNOTES
1 STRUCTURAL STANDING SEAM METAL ROOF
ON OVERBUILD ROOFING SYSTEM
2 PREFINISHED METAL GUTTER, 5" X 5"
3 ROOF SEISMIC JOINT AND COVER, REF. AE510
FOR DETAILS
ROOF PLAN GENERAL NOTES
1. THE EXISTING ROOF SYSTEM FRAMING SHALL
REMAIN IN PLACE. A FRAMING OVERBUILD
SYSTEM SHALL BE ATTACHED TO EXISTING
FRAMING. A STRUCTURAL STANDING SEAM
METAL ROOF SYSTEM SHALL BE PLACED ON THE
OVERBUILD ROOFING SYSTEM. REFER TO
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
REFER TO STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION, PERFORMANCE
REQUIREMENTS, AND DELEGATED DESIGN
REQUIREMENTS, INCLUDING DESIGN BY A
LICENSED ENGINEER.
2. DOWNSPOUT MAX SPACING SHALL NOT EXCEED
50'-0"
3. ATTIC VENTILATION SHALL BE PROVIDED.
A. PROVIDE FREE EXHAUST AREA
EQUIVALENT OF 27.26 SQ. IN. PER LF AT
RIDGE, WITH A CONTINUOUS RIDGE VENT
B. PROVIDE FREE INTAKE AREA EQUIVALENT
OF 11.38 SQ. IN. PER LF AT SOFFIT, WITH
PERFORATED SOFFIT PANELS.
4. ALL NEW ROOF SLOPES SHALL BE 4 3/4" : 12"
5. REFER TO STRUCTURAL DRAWING NOTES FOR
PERMANENT FALL PROTECTION REQUIREMENTS.
4 PREFINISHED METAL DOWNSPOUT, 4" X 4",
PROVIDE SPLASH BLOCK AT EACH DOWNSPOUT
5 ROOF TOP UNITS, REF. AE510. AE511, AND
MECHANICAL DWGS
6 ROOF TOP PIPING, REF. AE510, AE511, AND
PLUMBING AND MECHANICAL
7 FLUE, REF. AE510, AE511, AND PLUMBING AND
MECHANICAL
8 PRE-MANUFACTURED CANOPY SHELTER,
REF. CIVIL DWGS
9 ROOF ACCESS HATCH, PER OVERBUILD
ROOFING MANUFACTURER. CONTRACTOR
SHALL COORDINATE FINAL LOCATION WITH
ATTIC ACCESS, EXISTING FRAMING, ROOF
OVERBUILD, AND IN COMPLIANCE WITH
APPLICABLE CODES AND CRITERIA.
A
B C
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
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
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
AE141
O V
E R
A L L R
O O
F P
L A
N
J O
IN
T
B A
S E
L E
W
IS
-M C
C H
O R
D W
A
S E
A T
T L E
D
IS
T R
IC
T
E
M
A R
G
IN
A L W
A Y
S O
U T
H B
L D
G
S E
A T
T L E
W
A
-2
Y A
E G
E R
A R
C H
IT
E
C T
U R
E P
E N
R O
S E
L A
N E
S
U
IT
E
L E
N E
X A
K
S
K C
O U
G H
L
IN
K C
O U
G H
L
IN
C P
R Z
Y G
O D
A
M T
U R
N E
R
A
U G
U S
T
T B
D
T B
D
REVISION 01, AMENDMENT
R E
P A
IR
B
U
IL
D
IN
G
D E
S
IG
N C
O N
S T
R U
C T
IO
N
P K
G N
O C
E C
E
0 8' 16' 32'
SCALE: 1/16" = 1'
PLAN NORTH
1/16" = 1'-0"A1
OVERALL ROOF PLAN
R
E V
IS
IO
N
A
M E
N D
M E
N T
/1
/2
A1
A2
A2.5
B1
B2
B4
B5
B3
A E203
A
A E203
E
AE206
E6
AE
4A1
A E204
A
AE202
E6
E5
AE301
C1
AE301
A1
AE510
/4
4 3/4" / 1'-0"
4 3/4" / 1'-0"
RIDGE
R
ID
G E
R
ID
G E
HIP
RIDGE HIP
VALLEY VALLEY
V A
L L
A
L L
G E
R
ID
VALLEY
A
L L
HIP
IP
A1
AE510
9' - 4" 36' - 0"
2' - 4" 40' - 0"
E Q
3/ 4"
E Q
EQ
EQ
/A4 AE143
/A4 AE143
/A1 AE143 /A1 AE143
1"
1"
1' - 1 5/8"
LINE OF BUILDING BELOW
LINE OF BUILDING BELOW
LINE OF
BUILDING
BELOW
LINE OF BUILDING BELOW
LINE OF BUILDING BELOW
LINE OF
BUILDING
BELOW
1' - 1 5/8"
LINE OF BUILDING BELOW
4 3/4" / 1'-0"
A
B C
ROOF PLAN KEYNOTES
1 STRUCTURAL STANDING SEAM METAL ROOF
ON OVERBUILD ROOFING SYSTEM
2 PREFINISHED METAL GUTTER, 5" X 5"
3 ROOF SEISMIC JOINT AND COVER, REF. AE510
FOR DETAILS
ROOF PLAN GENERAL NOTES
1. THE EXISTING ROOF SYSTEM FRAMING SHALL
REMAIN IN PLACE. A FRAMING OVERBUILD
SYSTEM SHALL BE ATTACHED TO EXISTING
FRAMING. A STRUCTURAL STANDING SEAM
METAL ROOF SYSTEM SHALL BE PLACED ON THE
OVERBUILD ROOFING SYSTEM. REFER TO
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
REFER TO STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION, PERFORMANCE
REQUIREMENTS, AND DELEGATED DESIGN
REQUIREMENTS, INCLUDING DESIGN BY A
LICENSED ENGINEER.
2. DOWNSPOUT MAX SPACING SHALL NOT EXCEED
50'-0"
3. ATTIC VENTILATION SHALL BE PROVIDED.
A. PROVIDE FREE EXHAUST AREA
EQUIVALENT OF 27.26 SQ. IN. PER LF AT
RIDGE, WITH A CONTINUOUS RIDGE VENT
B. PROVIDE FREE INTAKE AREA EQUIVALENT
OF 11.38 SQ. IN. PER LF AT SOFFIT, WITH
PERFORATED SOFFIT PANELS.
4. ALL NEW ROOF SLOPES SHALL BE 4 3/4" : 12"
5. REFER TO STRUCTURAL DRAWING NOTES FOR
PERMANENT FALL PROTECTION REQUIREMENTS.
4 PREFINISHED METAL DOWNSPOUT, 4" X 4",
PROVIDE SPLASH BLOCK AT EACH DOWNSPOUT
5 ROOF TOP UNITS, REF. AE510. AE511, AND
MECHANICAL DWGS
6 ROOF TOP PIPING, REF. AE510, AE511, AND
PLUMBING AND MECHANICAL
7 FLUE, REF. AE510, AE511, AND PLUMBING AND
MECHANICAL
8 PRE-MANUFACTURED CANOPY SHELTER,
REF. CIVIL DWGS
9 ROOF ACCESS HATCH, PER OVERBUILD
ROOFING MANUFACTURER. CONTRACTOR
SHALL COORDINATE FINAL LOCATION WITH
ATTIC ACCESS, EXISTING FRAMING, ROOF
OVERBUILD, AND IN COMPLIANCE WITH
APPLICABLE CODES AND CRITERIA.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
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
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
AE142
R O
O F
A R
E A
-B P
L A
N
J O
IN
T
B A
S E
L E
W
IS
-M C
C H
O R
D W
A
S E
A T
T L E
D
IS
T R
IC
T
E
M
A R
G
IN
A L W
A Y
S O
U T
H B
L D
G
S E
A T
T L E
W
A
-2
Y A
E G
E R
A R
C H
IT
E
C T
U R
E P
E N
R O
S E
L A
N E
S
U
IT
E
L E
N E
X A
K
S
K C
O U
G H
L
IN
K C
O U
G H
L
IN
C P
R Z
Y G
O D
A
M T
U R
N E
R
A
U G
U S
T
T B
D
T B
D
REVISION 01, AMENDMENT
R E
P A
IR
B
U
IL
D
IN
G
D E
S
IG
N C
O N
S T
R U
C T
IO
N
P K
G N
O C
E C
E
1/8" = 1'-0"A1
ROOF PLAN
0 4' 8' 16'
SCALE: 1/8" = 1'
PLAN NORTH
R
E V
IS
IO
N
A
M E
N D
M E
N T
/1
/2
AE201
A3
A4
A5
A6
A7
A8
A3.5
A4.5
A5.5
A6.5
A7.5
AE201
E1
AE202
E1
E1
AE301
R
ID
H
IP
2 44
48' - 5"
/A1 AE142/A1 AE142
LINE OF BUILDING BELOW
LINE OF BUILDING
BELOW
LINE OF BUILDING AE205
A1
AE205
E1
C5 C6 C7 C8
C4.5 C5.5 C6.5 C7.5
AE206
E1
C5
AE301
RIDGE
H
IP
H
IP
43' - 0" 45' - 0" 11"
44' - 6" 42' - 0" 11"
4 2
4 5
6 6 6
/A1 AE142
/A1 AE142
E5
AE510
LINE OF BUILDING BELOW
LINE OF BUILDING BELOW
LINE OF BUILDING BELOW
A
B C
ROOF PLAN KEYNOTES
1 STRUCTURAL STANDING SEAM METAL ROOF
ON OVERBUILD ROOFING SYSTEM
2 PREFINISHED METAL GUTTER, 5" X 5"
3 ROOF SEISMIC JOINT AND COVER, REF. AE510
FOR DETAILS
ROOF PLAN GENERAL NOTES
1. THE EXISTING ROOF SYSTEM FRAMING SHALL
REMAIN IN PLACE. A FRAMING OVERBUILD
SYSTEM SHALL BE ATTACHED TO EXISTING
FRAMING. A STRUCTURAL STANDING SEAM
METAL ROOF SYSTEM SHALL BE PLACED ON THE
OVERBUILD ROOFING SYSTEM. REFER TO
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
REFER TO STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION, PERFORMANCE
REQUIREMENTS, AND DELEGATED DESIGN
REQUIREMENTS, INCLUDING DESIGN BY A
LICENSED ENGINEER.
2. DOWNSPOUT MAX SPACING SHALL NOT EXCEED
50'-0"
3. ATTIC VENTILATION SHALL BE PROVIDED.
A. PROVIDE FREE EXHAUST AREA
EQUIVALENT OF 27.26 SQ. IN. PER LF AT
RIDGE, WITH A CONTINUOUS RIDGE VENT
B. PROVIDE FREE INTAKE AREA EQUIVALENT
OF 11.38 SQ. IN. PER LF AT SOFFIT, WITH
PERFORATED SOFFIT PANELS.
4. ALL NEW ROOF SLOPES SHALL BE 4 3/4" : 12"
5. REFER TO STRUCTURAL DRAWING NOTES FOR
PERMANENT FALL PROTECTION REQUIREMENTS.
4 PREFINISHED METAL DOWNSPOUT, 4" X 4",
PROVIDE SPLASH BLOCK AT EACH DOWNSPOUT
5 ROOF TOP UNITS, REF. AE510. AE511, AND
MECHANICAL DWGS
6 ROOF TOP PIPING, REF. AE510, AE511, AND
PLUMBING AND MECHANICAL
7 FLUE, REF. AE510, AE511, AND PLUMBING AND
MECHANICAL
8 PRE-MANUFACTURED CANOPY SHELTER,
REF. CIVIL DWGS
9 ROOF ACCESS HATCH, PER OVERBUILD
ROOFING MANUFACTURER. CONTRACTOR
SHALL COORDINATE FINAL LOCATION WITH
ATTIC ACCESS, EXISTING FRAMING, ROOF
OVERBUILD, AND IN COMPLIANCE WITH
APPLICABLE CODES AND CRITERIA.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
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
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
AE143
R O
O F
A R
E A
-A A
N D
C P
L A
N
J O
IN
T
B A
S E
L E
W
IS
-M C
C H
O R
D W
A
S E
A T
T L E
D
IS
T R
IC
T
E
M
A R
G
IN
A L W
A Y
S O
U T
H B
L D
G
S E
A T
T L E
W
A
-2
Y A
E G
E R
A R
C H
IT
E
C T
U R
E P
E N
R O
S E
L A
N E
S
U
IT
E
L E
N E
X A
K
S
K C
O U
G H
L
IN
K C
O U
G H
L
IN
C P
R Z
Y G
O D
A
M T
U R
N E
R
A
U G
U S
T
T B
D
T B
D
REVISION 01, AMENDMENT
R E
P A
IR
B
U
IL
D
IN
G
D E
S
IG
N C
O N
S T
R U
C T
IO
N
P K
G N
O C
E C
E
1/8" = 1'-0"A1
ROOF AREA-A PLAN
1/8" = 1'-0"A4
ROOF AREA-C PLAN 0 4' 8' 16'
SCALE: 1/8" = 1'
PLAN NORTH
R
E V
IS
IO
N
A
M E
N D
M E
N T
/1
/2
T
S
S
S
S
S CO
CO
CO CO
CO
CO
S S S
S
S
S S
S
S
S S S S
SS
S S S
SS
S
S
S
S
S
S
S
S S
S
S
S
S
S
S
S S
S S
S S
S
S
S
S
RI
RI
RI
RIRI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
TEXT
RI
RI RIRI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
TEXT
TEXT
TEXT
S
S
SSSS
S S
RI
RI
RI
A
B C
C1 C2 C3 C4 C5 C6 C7 C8
C3.5 C4.5 C5.5 C6.5 C7.5C2.5
A1
A2
A3
A4
A5
A6
A7
A8
A2.5
A3.5
A4.5
A5.5
A6.5
A7.5
B1
B2
B4
B5
B3
AE403
E1
AE403
E6AE520
B8
AE520
B8
AE403
E6
AE403
E6
/A1 AE152 /A1 AE152
/A1 AE152
/A1 AE152
2'X2' ACOUSTICAL LAY-IN
PANELS & SUSPENDED
CEILING SYSTEM AT 7'-6"
AFF UNLESS NOTED
OTHERWISE
CEILING LEGEND
5/8" GYPSUM BOARD ON
METAL STUDS @ 16" O.C. AT
7'-6" AFF UNLESS NOTED
OTHERWISE RE: FINISH
SCHEDULE FOR PAINT
REQUIREMENTS.
2 X 4 LIGHT
FIXTURE
2 x 2 LIGHT
FIXTURE
LED STRIP LIGHT
FIXTURE
RETURN AIR GRILLE
SUPPLY AIR GRILLE
EXHAUST FAN
LINEAR PENDENT
LIGHT FIXTURE
RECESSED CAN
LIGHT/DOWNLIGHT
OCCUPANCY SENSOR
0'-0" A.F.F. CEILING HEIGHT TAG
EXP EXPOSED CEILING COAT EXPOSED
SURFACES PER INTERIOR FINISH
SCHEDULE
WALLPACK LIGHT
FIXTURE
EXHAUST AIR GRILLE
RETURN
SURFACE MOUNTED
CEILING FIXTURE
LINEAR PENDENT
LIGHT FIXTURE
2 X 4 LIGHT FIXTURE
ON EMERGENCY
POWER
2 x 2 LIGHT FIXTURE ON
EMERGENCY POWER
LED STRIP LIGHT
FIXTURE ON
EMERGENCY POWER
LINEAR PENDENT
LIGHT FIXTURE ON
EMERGENCY POWER
LINEAR PENDENT
LIGHT FIXTURE
WALL MOUNTED EXIT
LIGHT
CEILING MOUNTED
EXIT LIGHT
WALL MOUNTED
OCCUPANCY SENSOR
BOTTOM OF EXISTING
FLOOR SYSTEM. PAINT
FINISH, REF. INTERIOR
FINISH SCHEDULE.
NEW EXTERIOR SOFFIT.
PREFINISHED METAL
PANEL SYSTEM
CARBON MONOXIDE
DETECTOR
FIRE ALARM DEVICE
CO
GENERAL NOTES:
1. UNITS WITHOUT A CALLOUT REFERENCE ON OVERALL PLANS, REF. E1/AE403 FOR ENLARGED REFLECTED CEILING PLAN.
2. CEILING ACCESS PANELS NEED TO BE LOCATED IN FIELD BY GENERAL CONTRACTOR.
3. FIELD VERIFY ATTIC ACCESS OPENING, PER OSHA MINIMUM SIZE 24" X 30"
4. GYPSUM BOARD CEILINGS SHALL BE PROVIDED WITH BRACING IN ACCORDANCE WITH ASCE 7-16.
5. LATERAL BRACING OR A BULKHEAD SHALL BE PROVIDED WHERE THE CEILING AREA IS GREATER THAN 1,000 SF IN ACCORDANCE WITH ASTEM E580.
WIRELESS ACCESS
POINT - WAP
SMOKE DETECTORs
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
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
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
AE151
O V
E R
A L L F
IR
S
T F
L O
O R
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N
J O
IN
T
B A
S E
L E
W
IS
-M C
C H
O R
D W
A
S E
A T
T L E
D
IS
T R
IC
T
E
M
A R
G
IN
A L W
A Y
S O
U T
H B
L D
G
S E
A T
T L E
W
A
-2
Y A
E G
E R
A R
C H
IT
E
C T
U R
E P
E N
R O
S E
L A
N E
S
U
IT
E
L E
N E
X A
K
S
K C
O U
G H
L
IN
K C
O U
G H
L
IN
C P
R Z
Y G
O D
A
M T
U R
N E
R
A
U G
U S
T
T B
D
T B
D
REVISION 01, AMENDMENT
R E
P A
IR
B
U
IL
D
IN
G
D E
S
IG
N C
O N
S T
R U
C T
IO
N
P K
G N
O C
E C
E
0 8' 16' 32'
SCALE: 1/16" = 1'
PLAN NORTH
1/16" = 1'-0"A1
OVERALL FIRST FLOOR REFLECTED CEILING PLAN
R
E V
IS
IO
N
A
M E
N D
M E
N T
/1
/2
S
S
S
CO
CO
CO
S S
S
S
S S
S
S
S
S
S
RIRI
RI
RI
RI
RI
RI RI
RI
RI
RI
RI
RI
TEXT
TEXT
S
S
SS
RI
C1 C2 C3 C4
C3.5C2.5
A1
A2
A2.5
B1
B2
B4
B5
B3
MAIL ACCESS
ROOM
STORAGE
104B
UNISEX
LOBBY
MUDROOM
MUDROOM
152A
JAN
FOYER
FIRE RISER /
UTILITY
NEC COMM
SWITCHGEAR
UNIT
UNIT
A.F.F.7' - 6"
A.F.F.7' - 6"
A.F.F.7' - 6"
A.F.F.7' - 6"
A.F.F.7' - 6"
AE520
B8
AE520
B8
MECH
UNIT
UNIT
UNIT
UTILITY
104A FIRE ALARM
VESTIBULE
STAIR C
C1
NEC COMM
EXPEXPEXP
EXP
EXP
EXP
EXP
EXP
EXP
A.F.F.7' - 6"
EXP
AE403
E1
AE403
E1
STAIR B
B1
ELEC /
COMMERCIAL
TELECOMM
EXP
A
B C
2'X2' ACOUSTICAL LAY-IN
PANELS & SUSPENDED
CEILING SYSTEM AT 7'-6"
AFF UNLESS NOTED
OTHERWISE
CEILING LEGEND
5/8" GYPSUM BOARD ON
METAL STUDS @ 16" O.C. AT
7'-6" AFF UNLESS NOTED
OTHERWISE RE: FINISH
SCHEDULE FOR PAINT
REQUIREMENTS.
2 X 4 LIGHT
FIXTURE
2 x 2 LIGHT
FIXTURE
LED STRIP LIGHT
FIXTURE
RETURN AIR GRILLE
SUPPLY AIR GRILLE
EXHAUST FAN
LINEAR PENDENT
LIGHT FIXTURE
RECESSED CAN
LIGHT/DOWNLIGHT
OCCUPANCY SENSOR
0'-0" A.F.F. CEILING HEIGHT TAG
EXP EXPOSED CEILING COAT EXPOSED
SURFACES PER INTERIOR FINISH
SCHEDULE
WALLPACK LIGHT
FIXTURE
EXHAUST AIR GRILLE
RETURN
SURFACE MOUNTED
CEILING FIXTURE
LINEAR PENDENT
LIGHT FIXTURE
2 X 4 LIGHT FIXTURE
ON EMERGENCY
POWER
2 x 2 LIGHT FIXTURE ON
EMERGENCY POWER
LED STRIP LIGHT
FIXTURE ON
EMERGENCY POWER
LINEAR PENDENT
LIGHT FIXTURE ON
EMERGENCY POWER
LINEAR PENDENT
LIGHT FIXTURE
WALL MOUNTED EXIT
LIGHT
CEILING MOUNTED
EXIT LIGHT
WALL MOUNTED
OCCUPANCY SENSOR
BOTTOM OF EXISTING
FLOOR SYSTEM. PAINT
FINISH, REF. INTERIOR
FINISH SCHEDULE.
NEW EXTERIOR SOFFIT.
PREFINISHED METAL
PANEL SYSTEM
CARBON MONOXIDE
DETECTOR
FIRE ALARM DEVICE
CO
GENERAL NOTES:
1. UNITS WITHOUT A CALLOUT REFERENCE ON OVERALL PLANS, REF. E1/AE403 FOR ENLARGED REFLECTED CEILING PLAN.
2. CEILING ACCESS PANELS NEED TO BE LOCATED IN FIELD BY GENERAL CONTRACTOR.
3. FIELD VERIFY ATTIC ACCESS OPENING, PER OSHA MINIMUM SIZE 24" X 30"
4. GYPSUM BOARD CEILINGS SHALL BE PROVIDED WITH BRACING IN ACCORDANCE WITH ASCE 7-16.
5. LATERAL BRACING OR A BULKHEAD SHALL BE PROVIDED WHERE THE CEILING AREA IS GREATER THAN 1,000 SF IN ACCORDANCE WITH ASTEM E580.
WIRELESS ACCESS
POINT - WAP
SMOKE DETECTORs
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
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
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
AE152
F
IR
S T
F L O
O R
A R
E A
-B R
E F
L E
C T
E D
C E
IL
IN
G P
L A
N
J O
IN
T
B A
S E
L E
W
IS
-M C
C H
O R
D W
A
S E
A T
T L E
D
IS
T R
IC
T
E
M
A R
G
IN
A L W
A Y
S O
U T
H B
L D
G
S E
A T
T L E
W
A
-2
Y A
E G
E R
A R
C H
IT
E
C T
U R
E P
E N
R O
S E
L A
N E
S
U
IT
E
L E
N E
X A
K
S
K C
O U
G H
L
IN
K C
O U
G H
L
IN
C P
R Z
Y G
O D
A
M T
U R
N E
R
A
U G
U S
T
T B
D
T B
D
REVISION 01, AMENDMENT
R E
P A
IR
B
U
IL
D
IN
G
D E
S
IG
N C
O N
S T
R U
C T
IO
N
P K
G N
O C
E C
E
1/8" = 1'-0"A1
FIRST FLOOR AREA-B REFLECTED CEILING PLAN 0 4' 8' 16'
SCALE: 1/8" = 1'
PLAN NORTH
R
E V
IS
IO
N
A
M E
N D
M E
N T
/1
/2
1D
CO
CO
CO
CO
CO CO
S
S
S
S S
S
S
SSSS
S
S
S
SSSS
SSS
S
SS
SS
S
S
S
S
S
S
S
S
S
S
S S
S S
S S
S
S
S
S
S
S
S S
S
S S
S
S
S
S
S
S
S
RI
RI
RI
RIRI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI RI
RI
RI
TEXT
RI
RI
TEXT
RI
TEXT
RI
RI
RI
RI
RI
RI
RI
TEXT
RI
RIRI
S
S
S SSS
S S
S
S
RI
R
I RI
RI
RI
A
B C
C1 C2 C3 C4 C5 C6 C7 C8
C3.5 C4.5 C5.5 C6.5 C7.5C2.5
A1
A2
A3
A4
A5
A6
A7
A8
A2.5
A3.5
A4.5
A5.5
A6.5
A7.5
B1
B2
B4
B5
B3
AE403
E1
AE403
A1
AE403
E6
AE403
E8
AE403
E8
AE403
E6
AE520
B8
AE520
B8
2'X2' ACOUSTICAL LAY-IN
PANELS & SUSPENDED
CEILING SYSTEM AT 7'-6"
AFF UNLESS NOTED
OTHERWISE
CEILING LEGEND
5/8" GYPSUM BOARD ON
METAL STUDS @ 16" O.C. AT
7'-6" AFF UNLESS NOTED
OTHERWISE RE: FINISH
SCHEDULE FOR PAINT
REQUIREMENTS.
2 X 4 LIGHT
FIXTURE
2 x 2 LIGHT
FIXTURE
LED STRIP LIGHT
FIXTURE
RETURN AIR GRILLE
SUPPLY AIR GRILLE
EXHAUST FAN
LINEAR PENDENT
LIGHT FIXTURE
RECESSED CAN
LIGHT/DOWNLIGHT
OCCUPANCY SENSOR
0'-0" A.F.F. CEILING HEIGHT TAG
EXP EXPOSED CEILING COAT EXPOSED
SURFACES PER INTERIOR FINISH
SCHEDULE
WALLPACK LIGHT
FIXTURE
EXHAUST AIR GRILLE
RETURN
SURFACE MOUNTED
CEILING FIXTURE
LINEAR PENDENT
LIGHT FIXTURE
2 X 4 LIGHT FIXTURE
ON EMERGENCY
POWER
2 x 2 LIGHT FIXTURE ON
EMERGENCY POWER
LED STRIP LIGHT
FIXTURE ON
EMERGENCY POWER
LINEAR PENDENT
LIGHT FIXTURE ON
EMERGENCY POWER
LINEAR PENDENT
LIGHT FIXTURE
WALL MOUNTED EXIT
LIGHT
CEILING MOUNTED
EXIT LIGHT
WALL MOUNTED
OCCUPANCY SENSOR
BOTTOM OF EXISTING
FLOOR SYSTEM. PAINT
FINISH, REF. INTERIOR
FINISH SCHEDULE.
NEW EXTERIOR SOFFIT.
PREFINISHED METAL
PANEL SYSTEM
CARBON MONOXIDE
DETECTOR
FIRE ALARM DEVICE
CO
GENERAL NOTES:
1. UNITS WITHOUT A CALLOUT REFERENCE ON OVERALL PLANS, REF. E1/AE403 FOR ENLARGED REFLECTED CEILING PLAN.
2. CEILING ACCESS PANELS NEED TO BE LOCATED IN FIELD BY GENERAL CONTRACTOR.
3. FIELD VERIFY ATTIC ACCESS OPENING, PER OSHA MINIMUM SIZE 24" X 30"
4. GYPSUM BOARD CEILINGS SHALL BE PROVIDED WITH BRACING IN ACCORDANCE WITH ASCE 7-16.
5. LATERAL BRACING OR A BULKHEAD SHALL BE PROVIDED WHERE THE CEILING AREA IS GREATER THAN 1,000 SF IN ACCORDANCE WITH ASTEM E580.
WIRELESS ACCESS
POINT - WAP
SMOKE DETECTORs
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
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
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
AE161
O V
E R
A L L S
E C
O N
D F
L O
O R
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N
J O
IN
T
B A
S E
L E
W
IS
-M C
C H
O R
D W
A
S E
A T
T L E
D
IS
T R
IC
T
E
M
A R
G
IN
A L W
A Y
S O
U T
H B
L D
G
S E
A T
T L E
W
A
-2
Y A
E G
E R
A R
C H
IT
E
C T
U R
E P
E N
R O
S E
L A
N E
S
U
IT
E
L E
N E
X A
K
S
K C
O U
G H
L
IN
K C
O U
G H
L
IN
C P
R Z
Y G
O D
A
M T
U R
N E
R
A
U G
U S
T
T B
D
T B
D
REVISION 01, AMENDMENT
R E
P A
IR
B
U
IL
D
IN
G
D E
S
IG
N C
O N
S T
R U
C T
IO
N
P K
G N
O C
E C
E
0 8' 16' 32'
SCALE: 1/16" = 1'
PLAN NORTH
1/16" = 1'-0"A1
OVERALL SECOND FLOOR REFLECTED CEILING PLAN
R
E V
IS
IO
N
A
M E
N D
M E
N T
/1
/2
1D
CO
CO
CO
CO
CO CO
S
S S
S
S
SSSS
SS
S
S
S
SS
S S
SS
SS
S
S
S
S
S
S S
S
S
S
S
S
S
S S
S
S
SS
S
S
S
S S
S
S
S
S
S S
S
S
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
TEXT
RI
RI
RI
RIRI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
RI
TEXT
RI
TEXT
RI
RI
RIRI
S
S
SSSS
S S
S S
S
S
RI
A
B C
C1 C2 C3 C4 C5 C6 C7 C8
C3.5 C4.5 C5.5 C6.5 C7.5C2.5
A1
A2
A3
A4
A5
A6
A7
A8
A2.5
A3.5
A4.5
A5.5
A6.5
A7.5
B1
B2
B4
B5
B3
AE403
A1
AE403
E1
AE403
E6
AE403
E8
AE403
E6
AE520
B8
AE520
B8
PERFORATED PREFINISHED
METAL SOFFIT PANELS
PERFORATED PREFINISHED
METAL SOFFIT PANELS
PERFORATED PREFINISHED
METAL SOFFIT PANELS
SIM
ATTIC ACCESS HATCH IN CEILING
ATTIC ACCESS HATCH IN CEILING
ATTIC ACCESS HATCH IN CEILING
OPP
OPP
AE403
E8
2'X2' ACOUSTICAL LAY-IN
PANELS & SUSPENDED
CEILING SYSTEM AT 7'-6"
AFF UNLESS NOTED
OTHERWISE
CEILING LEGEND
5/8" GYPSUM BOARD ON
METAL STUDS @ 16" O.C. AT
7'-6" AFF UNLESS NOTED
OTHERWISE RE: FINISH
SCHEDULE FOR PAINT
REQUIREMENTS.
2 X 4 LIGHT
FIXTURE
2 x 2 LIGHT
FIXTURE
LED STRIP LIGHT
FIXTURE
RETURN AIR GRILLE
SUPPLY AIR GRILLE
EXHAUST FAN
LINEAR PENDENT
LIGHT FIXTURE
RECESSED CAN
LIGHT/DOWNLIGHT
OCCUPANCY SENSOR
0'-0" A.F.F. CEILING HEIGHT TAG
EXP EXPOSED CEILING COAT EXPOSED
SURFACES PER INTERIOR FINISH
SCHEDULE
WALLPACK LIGHT
FIXTURE
EXHAUST AIR GRILLE
RETURN
SURFACE MOUNTED
CEILING FIXTURE
LINEAR PENDENT
LIGHT FIXTURE
2 X 4 LIGHT FIXTURE
ON EMERGENCY
POWER
2 x 2 LIGHT FIXTURE ON
EMERGENCY POWER
LED STRIP LIGHT
FIXTURE ON
EMERGENCY POWER
LINEAR PENDENT
LIGHT FIXTURE ON
EMERGENCY POWER
LINEAR PENDENT
LIGHT FIXTURE
WALL MOUNTED EXIT
LIGHT
CEILING MOUNTED
EXIT LIGHT
WALL MOUNTED
OCCUPANCY SENSOR
BOTTOM OF EXISTING
FLOOR SYSTEM. PAINT
FINISH, REF. INTERIOR
FINISH SCHEDULE.
NEW EXTERIOR SOFFIT.
PREFINISHED METAL
PANEL SYSTEM
CARBON MONOXIDE
DETECTOR
FIRE ALARM DEVICE
CO
GENERAL NOTES:
1. UNITS WITHOUT A CALLOUT REFERENCE ON OVERALL PLANS, REF. E1/AE403 FOR ENLARGED REFLECTED CEILING PLAN.
2. CEILING ACCESS PANELS NEED TO BE LOCATED IN FIELD BY GENERAL CONTRACTOR.
3. FIELD VERIFY ATTIC ACCESS OPENING, PER OSHA MINIMUM SIZE 24" X 30"
4. GYPSUM BOARD CEILINGS SHALL BE PROVIDED WITH BRACING IN ACCORDANCE WITH ASCE 7-16.
5. LATERAL BRACING OR A BULKHEAD SHALL BE PROVIDED WHERE THE CEILING AREA IS GREATER THAN 1,000 SF IN ACCORDANCE WITH ASTEM E580.
WIRELESS ACCESS
POINT - WAP
SMOKE DETECTORs
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
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
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
AE171
O V
E R
A L L T
H
IR
D F
L O
O R
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N
J O
IN
T
B A
S E
L E
W
IS
-M C
C H
O R
D W
A
S E
A T
T L E
D
IS
T R
IC
T
E
M
A R
G
IN
A L W
A Y
S O
U T
H B
L D
G
S E
A T
T L E
W
A
-2
Y A
E G
E R
A R
C H
IT
E
C T
U R
E P
E N
R O
S E
L A
N E
S
U
IT
E
L E
N E
X A
K
S
K C
O U
G H
L
IN
K C
O U
G H
L
IN
C P
R Z
Y G
O D
A
M T
U R
N E
R
A
U G
U S
T
T B
D
T B
D
REVISION 01, AMENDMENT
R E
P A
IR
B
U
IL
D
IN
G
D E
S
IG
N C
O N
S T
R U
C T
IO
N
P K
G N
O C
E C
E
0 8' 16' 32'
SCALE: 1/16" = 1'
PLAN NORTH
1/16" = 1'-0"A1
OVERALL THIRD FLOOR REFLECTED CEILING PLAN
R
E V
IS
IO
N
A
M E
N D
M E
N T
/1
/2
140 SF
SLEEPING
140 SF
SLEEPING
275 SF
UNIT
40 SF
CLOSET
36 SF
MECH.
23 SF
HALL/LAVATORY
34 SF
BATHROOM
R .O
10 12
/8
7' - 5 3/8"
4' - 10 9/16"
/2
/8
12' - 3 15/16"
/8
/2
IN401
F1
F4
F7
CS
CS
LIVING/KITCHEN
39 SF
CLOSET
AE402
A1
D3
IN501
MC
11' - 9 1/2"
8' - 11 1/2"
AE501
F1
/4
2' - 8"
138 SF
SLEEPING
227 SF
UNIT
40 SF
CLOSET
36 SF
MECH.
43 SF
BATHROOM
11' - 11 1/4"
/2
8' - 11 1/2" 3' - 8"
/8
/2
IN40…
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