11_-_BKTZ172003_Drawings_Package_2.pdf
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- Attached to
- Add-Alter Squadron Operations Building 720 Federal contract opportunity
- Solicitation number
- W912L7-19-B-5001
About this file
BKTZ172003 Drawings Package 2
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Opening_Attendance_Roster.pdf | ||
| 19B5001_Abstract_of_Bids.pdf | ||
| W912L7-19-B-5001_QA__8-9.pdf | ||
| W912L7-19-B-5001_QA__1-7.pdf | ||
| Add-Alter_B720_-_Addendum_1_Spec_28_31_76.pdf | ||
| Add-Alter_B720_-_Addendum_1_Drawings.pdf | ||
| W912L7-19-B-5001-001-Add-Alter_SQ_OPs_B720_Solicitation_Amnd_1.pdf | ||
| Preproposal_Minutes-Slides-Signin_Sheet.pdf | ||
| J&A-ALC_1.pdf | ||
| Add-Alter_B720_-__Addendum_1_Spec_21_13_18.00_10.pdf | ||
| W912L719B5001_Add-Alter_Sq_Ops_B720_Draft_Solicitation_05-31-2019.pdf | ||
| 11_-_BKTZ172003_Drawings_Package_3.pdf | ||
| 10_-_BKTZ172003_Specifications_Package_1.pdf | ||
| 10_-_BKTZ172003_Specifications_Package_3.pdf | ||
| 11_-_B720_Geotechnical_Report.pdf | ||
| 10_-_BKTZ172003_Specifications_Package_2.pdf | ||
| 11_-_BKTZ172003_Drawings_Package_1.pdf |
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W e s t E n d
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BKTZ 162009
REPAIR FACE BUILDING 720
AT BERRY AIRFIELD
NASHVILLE, DAVIDSON COUNTY, TN
GOODWYN MILLS & CAWOOD, INC
EDMONDS ENGINEERING, INC.
ARCHITECTURE, INTERIORS, CIVIL, LANDSCAPE
MECHANICAL, PULMING & ELECTRICAL ENGINEERING
LATTA STRUCTURAL ENGINEERS STRUCTURAL ENGINEERING
INDEX OF DRAWINGS
Sheet Name Issue Date
0. GENERAL
T1 TITLE SHEET 07-31-2017
1. CIVIL
C1.00 SITE PLAN 07-31-2017
3. ARCHITECTURE
A0.01 DEMOLITION PLAN 07-31-2017
A0.41 DEMOLITION ELEVATIONS 07-31-2017
A0.42 DEMOLITION ELEVATION & WINDOW 07-31-2017
A1.01 FLOOR PLAN 07-31-2017
A1.11 TMO AREA 07-31-2017
A4.01 EXTERIOR ELEVATIONS 07-31-2017
A4.02 EXTERIOR ELEVATIONS 07-31-2017
A4.03 EXTERIOR ELEVATIONS & WINDOW OPENING 07-31-2017
A4.11 LARGE CANOPY 07-31-2017
A4.12 LARGE CANOPY DETAILS 07-31-2017
A4.14 SMALL CANOPY 07-31-2017
A6.01 DOOR DTL'S & SCHEDULE 07-31-2017
4. STRUCTURAL
S1.00 GENERAL NOTES 07-31-2017
S2.00 PLANS & SECTIONS 07-31-2017
S2.01 PLANS & SECTIONS 07-31-2017
5. MECHANICAL
M0.01 MECHANICAL - SCHEDULES & CONTROLS 07-31-2017
M1.01 HVAC - DEMOLITION T-M-O- LEVEL PLAN 07-31-2017
M2.01 HVC - T-M-O- LEVEL PLAN 07-31-2017
M3.01 MECHANICAL - DETAILS 07-31-2017
7. ELECTRICAL
E0.01 ELECTRICAL LEGEND 07-31-2017
E0.02 ELECTRICAL DETAILS 07-31-2017
E0.03 ELECTRICAL FIXTURE SCHEDULE AND PANEL SCHEDULES 07-31-2017
E1.00A ELECTRICAL - DEMOLITION T-M-O- LEVEL PLAN 07-31-2017
E1.00B DEMOLITION - MAIN LEVEL 07-31-2017
E1.01 LIGHTING - T-M-O LEVEL PLAN 07-31-2017
E1.02 LIGHTING - MAIN LEVEL 07-31-2017
E2.01 POWER - T-M-O LEVEL PLAN 07-31-2017
E2.02 POWER - MAIN LEVEL 07-31-2017
E3.01 SYSTEMS - T-M-O- LEVEL PLAN 07-31-2017
ES0.01 ELECTRICAL - SITE PLAN 07-31-2017
8. FIRE PROTECTION
FP0.01 FIRE PROTECTION - DEMOLITION T-M-O LEVEL PLAN 07-31-2017
FP0.02 FIRE PROTECTION - T-M-O LEVEL PLAN 07-31-2017
PROJECT SCOPE
THE SCOPE OF THIS PROJECT IS TO REPAIR THE EXISTING EXTERIOR FACADE
OF THE BUILDING. THE SCOPE INCLUDES MINOR EXTERIOR RENOVATIONS
AND RENOVATION TO AN INTERIOR AREA. THE WORK INCLUDES LIMITED
REPOINTING OF MASONRY AND PAINTING OF THE BRICK. ALSO INCLUDED
WITH THE WORK IS THE ADDITION OF TWO CANOPIES AT ENTRANCE DOORS.
AN EXISTING ROOM IS CONVERTED INTO AN OFFICE. THIS WORK INVOLVES
THE REMOVAL OF OVERHEAD DOORS AND INFILL OF WALLS. ALSO
INCLUDED ARE THE REQUIRED CHANGES TO MEPFP SYSTEMS TO
ACCOMODATE THE REVISIONS.
PRICING NOTE
THE CONTRACTOR WILL SEPARATELY PRICE ALL WORK SHOWN ON THESE
PLANS SPECIFICALLY LABELED AS MINOR CONSTRUCTION FROM THE REMIANER
OF THE WORK SHOWN. THE MINOR CONSTRUCTION PORTION OF THE WORK
CONSISTS OF THE THREE NEW CANOPIES AND THE SIDEWALKS SHOWN ON THE
DETAIL 01/A1.01 AND THE ASSOCIATED DETAIL SHEETS.
THE REMAINDER OF THE WORK SHOWN ON THESE PLANS WILL BE PRICED UNDER
REPAIR INCLUDEIN ALL DEMOLITION, PAINT, TRIM, UTILITIES, RETAINING WALLS,
MECHANICAL SYSTEM REVISIONS, WALLS, DOORS, PATCHWORK, INFILL,
BUILDING LIGHTING, SITE LIGHTING, FIRE PROTECTION, AND ANY OTHER OWRK
NOT SPECIFICALLY RELATED TO THE CONSTRUCTION OF THE NEW CANPOIES
OR SIDEWALKS.
-1 1-
T A
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B
-1 8-
(Now part of BKTZ172003 - PACKAGE 2)
AC
AC
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CP2
N: 648446.87
E: 1768646.92
Z: 558.98
S P
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9 SPACES
S P
AC
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BY OTHERS
ACACACAC
30"RCP
"R C P
36"RCP
"R C P
18"R
CP
S T
S T
T R E N C H
D R A
IN
SAMH
T.C.=557.85
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A4.030
A4.02
A4.01
A4.03 0
DN
A4.11
A4.14
A4.14
01A4.030
0.02
0.03
0.050.05
0.02
0.03
BASE BID
SIM
0.30
OPTION 006
SCOPE DESCRIPTION
THE SCOPE OF THIS PROJECT IS TO UPGRADE THE EXISTING EXTERIOR FACADE OF THE
BUILDING. THE SCOPE INCLUDES MINOR EXTERIOR RENOVATIONS AND RENOVATION TO AN
INTERIOR AREA. THE WORK INCLUDES LIMITED REPOINTING OF MASONRY AND PAINTING OF
THE BRICK. ALSO INCLUDED WITH THE WORK IS THE ADDITION OF THREE CANOPIES AT
ENTRANCE DOORS. A NEW DOOR OPENING IS ADDED FOR THE DECK AREA. AN EXISTING
ROOM IS CONVERTED INTO AN OFFICE. THIS WORK INVOLVES THE REMOVAL OF OVERHEAD
DOORS AND INFILL OF WALLS. ALSO INCLUDED ARE THE REQUIRED CHANGES TO MEPFP
SYSTEMS TO ACCOMODATE THE REVISIONS.
CODE REVIEW
CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
USE GROUP 'B' BUSINESS
CHAPTERS 5&6 CONSTRUCTION TYPE, HEIGHT, & AREA
CONSTRUCTION TYPE: IIIB; FULLY SPRINKLERED
HEIGHT: ALLOWABLE 75' FOR FULLY SPRINKLERED;
AREA: ALLOWABLE AREA IS UNLIMITED FOR ONE STORY / GROUP 'B'
CHAPTER 10 MEANS OF EGRESS
OCCUPANCY: 208 PERSONS
NUMBER OF EXITS: MINIMUM 2 REQUIRED; 6 PROVIDED (UNCHANGED)
APPLICABLE CODES
2012 ICC FAMILY - AS ADOPTED
2010 ADA DESIGN GUIDELINES
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0 20' 40'10'
SCALE 1" = 20'-0"
SITE PLAN01
KEYNOTE LEGEND
KEYNOTE DESCRIPTION
0.02 NEW SIDEWALK AS PART OF AN OPTION
0.03 NEW CANOPY AS PART OF BASE BID
0.05 SEE MEP FOR NEW SITE LIGHTING THIS AREA
0.30 EXISTING ASPHALT DRIVEWAY.
KEYNOTES
TRUE
NORTH
-1 1-
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-1 8-
A0.01
A0.01
A0.41
A0.41
A0.41 0
5 A0.410
A0.42A0.410
0.10
15'-8"+/-
8' -0
15'-0 1/2"
0.90.9
0.9 0.32
0.33 0.31
154'-6"
12'-0"
0.10
0.11
0.12
0.12
0.10
'-2
4' -7
1/ 2"
3'-3"+/-
2' -0
5' -0
1'-11 1/2"+/- 6'-0"+/- 2'-0"+/-
0.1
0.1
HIGH
LOW
0.3
0.4
0.5
0.6
0.7 0.8
0.10
0.1
A0.410
25'-7"+/-
'-3
14'-9"+/- 26'-2 1/2"+/-
'-0
1/ 2"
6' -1
0"
8'
-0
2'
-5
'-0
1/ 2"
30'-2 1/2"+/-
DEMOLITION NOTES
1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING CLARIFICATIONS FROM THE DESIGNER.
2. COORDINATE EXTENT OF ALL DEMOLITION WORK WITH NEW WORK.
3. SEE FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS AND
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
4. DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND ACTUAL FIELD CONDITIONS
SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER IMMEDIATELY.
5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITH RESPECT TO MATERIALS, FINISHES, AND DIMENSIONS TO DETERMINE THE EXACT EXTENT OF DEMOLITION WORK.
6. ALL NECESSARY CARE SHALL BE TAKEN DURING DEMOLITION AND CONSTRUCTION TO PREVENT
DAMAGE TO ADJACENT MATERIALS AND CONCEALED MECHANICAL, ELECTRICAL, PLUMBING, AND
OTHER ITEMS.
7. CLEAN ALL BRICK AND MORTAR AND PREPARE FOR PAINT. REMOVE ALL ROOFING TAR AND CLEAN
WITH ACID FREE DETERGENTAND LOW PRESSURE WATER.
8. THE INTENT OF THE DEMOLITION PLAN IS TO REMOVE ALL ITEMS NOT REQUIRED FOR NEW
CONSTRUCTION; OR THAT IS IN CONFLICT WITH NEW CONSTRUCTION, WHETHER OR NOT
INDIVIDUALLY NUMBERED. THE CONTRACTOR SHALL REMOVE/RELOCATE ALL SUCH ITEMS AS
REQUIRED FOR NEW CONSTRUCTION.
9. VERIFY LOCATION OF EXISTING UTILITY LINES PRIOR TO EXCAVATION. THESE LINES ARE TO
REMAIN UNDISTURBED DURING CONSTRUCTION. NOTIFY DESIGNER OF ANY POTENTIAL CONFLICTS
PRIOR TO CONSTRUCTION.
10. THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS WHICH MAY NOT
REFLECT ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY THESE DRAWINGS WITH
EXISTING FIELD CONDITIONS AND NOTIFY THE DESIGNER IMMEDIATELY OF INCONSISTENCIES
BETWEEN THEM AND ACTUAL CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION.
11. THE CONTRACTOR SHALL ALSO NOTIFY THE DESIGNER IMMEDIATELY IF ANY WORK INDICATED
IN THE CONTRACT DOCUMENTS CANNOT BE PERFORMED DUE TO EXISTING FIELD CONDITIONS.
12. IF ANY FIREPROOFING OR FIRE ASSEMBLIES WHICH ARE INDICATED TO REMAIN ARE DAMAGED
DURING DEMOLITION, THEY SHALL BE REPAIRED TO CONFORM TO ORIGINAL FIRE PROTECTION
REQUIREMENTS.
13. REMOVE EXISTING CONSTRUCTION AS INDICATED. TYPICAL WALL REMOVAL INCLUDES
FINISHES AND MECHANICAL PLUMBING AND ELECTRICAL SYSTEMS CONTAINED THEREIN. REMOVE
DOORS, CASEWORK, WINDOWS, FRAMES, AND OTHER FIXTURES AS REQUIRED. AFTER REMOVAL OF
PIPE CHASES, PATCH HOLES IN EXISTING FLOORS OR WALLS TO REMAIN TO MEET ORIGINAL FIRE
PROTECTION AND STRUCTURAL REQUIREMENTS. PATCH TO RECEIVE NEW FINISHES PER FINISH
SCHEDULE OR PER INTERIOR FINISH PLANS. (WHERE NEW FINISHES ARE CALLED FOR ON EXISTING
SURFACES, REMOVE THE EXISTING FINISH AND PREPARE SURFACE TO RECEIVE THE NEW FINISH.)
14. THE CONTRACTOR SHALL MAKE AVAILABLE TO THE OWNER, AND COORDINATE WITH THE
CONTRACTING OFFICER (KO) ANY ITEMS TO BE STORED AND/OR RELOCATED, SUCH AS:
EQUIPMENT, DOOR FRAMES AND HARDWARE, LIGHTS AND/OR OTHER CEILING MOUNTED DEVICES.
15. THE CONTRACTOR SHALL VERIFY THAT EXIT EGRESS IS MAINTAINED FOR ALL OCCUPIED AREAS
OF THE BUILDING THROUGHOUT CONSTRUCTION.
16. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND AS SET
FORTH BY ALL GOVERNING AUTHORITIES.
17. THE CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES OR STRUCTURAL ELEMENTS AS
NECESSARY DURING DEMOLITION.
18. THE CONTRACTOR SHALL NOT CUT STRUCTURAL WORK IN A MANNER RESULTING IN A
REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/DEFLECTION RATIO. THE CONTRACTOR
SHALL NOTIFY THE DESIGNER OF ALL STRUCTURAL CUTS PRIOR TO EXECUTION SO THAT APPROVAL
CAN BE OBTAINED FROM THE DESIGNER.
19. THE EXISTING BUILDING ENVELOPE SHALL BE MAINTAINED IN A WATER TIGHT CONDITION AT
ALL TIMES.
20. WHERE EXISTING CONSTRUCTION IS FOUND TO CONTAIN ASBESTOS, NOTIFY THE DESIGNER
PRIOR TO REMOVAL. REMOVAL DISPOSAL AND REPLACEMENT OF THE ASBESTOS MATERIAL SHALL
BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. REPLACE THE ASBESTOS
MATERIAL WITH NEW MATERIALS AS SPECIFIED OR APPROVED BY THE DESIGNER.
21. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY EXISTING TO REMAIN FINISHES WHICH ARE
DAMAGED DURING DEMOLITION (I.E. - CEILING GRID, CEILING TILE, WALL COVERING, FLOOR
COVERINGS, ETC.)
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KEYNOTE DESCRIPTION
0.1 REMOVE EXISTING LOUVER AND FRAME. PREPARE SURFACES
FOR FRAMING AND INFILL TO MATCH EXISTING INTERIOR AND
EXTERIOR MATERIALS.
0.3 REMOVE EXISTING O.H. DOOR, FRAME, AND TRACK AND
PRESERVE FOR RELOCATION AS PART OF THIS CONTRACT.
PREPARE OPENING FOR TOOTH-IN BRICK VENEER INFILL WITH
CMU BACKER AND FINISHES.
0.4 REMOVE EXISTING O.H. DOOR, FRAME, AND TRACK. PREPARE
SURFACES FOR INSTALLATION OF RELOCATED DOOR.
0.5 RELOCATE EXISTING HVAC AIR HANDLER. REFER TO MPE DWGS
FOR WORK RELATED TO THIS RELOCATION.
0.6 REMOVE EXISTING O.H. DOOR, FRAME, AND TRACK. PREPARE
OPENING FOR NEW DOOR AND WINDOW. INFILL REMAINING TO
MATCH EXISTING INTERIOR AND EXTERIOR MATERIALS.
0.7 EXISTING FIRE PROTECTION RISER TO REMAIN.
0.8 REMOVE EXISTING RAILING.
0.9 REMOVE EXISTING SLAB. FOR INSTALLATION OF NEW CANOPY
INSTALL NEW SLAB PER PLANS AS PART OF NEW WORK.
0.10 REMOVE EXISTING SLAB. PROVIDE NEW TOPSOIL AND GRADE
TO MATCH EXISTING AND SEED.
0.11 REMOVE EXISTING MODULAR RETAINING WALL AND FOOTINGS
TO ACCOMMODATE NEW WORK.
0.12 SAW CUT EXISTING SIDEWALK AT NEAREST CONTROL JOINT.
0.31 EXISTING WOOD DECK TO REMAIN. CONTRACTOR TO
PROTECT FROM DAMAGE DURING WORK.
0.32 REMOVE EXISTING SLAB.INSTALL NEW SLAB PER PLANS AS PART
OF NEW WORK.
0.33 NEW OPENING ON EXISTING WALL.
0 8' 16' 32'
SCALE 1/16" = 1'-0"
FLOOR PLAN - DEMO01
0 40' 80'20'
SCALE 1/4" = 1'-0"
MAIN ENTRY - DEMO02
4'0 8' 16'
SCALE 1/8" = 1'-0"
TMO AREA - DEMO03
TRUE
NORTH
DEMOLITION KEYNOTES
-1 1-
T A
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B
-1 8-
MAIN LEVEL
0' - 0"
T.M.O. LEVEL
-3' - 6"
T.O.R. LEVEL
30' - 0"
M.T.O.R.
13' - 7"
A0.42
0.21
A0.42
A0.42
295'-9"+/- 93'-6"+/- 24'-1 1/2"+/-
0.270.27
0.270.27
0.270.27
0.31
MAIN LEVEL
0' - 0"
ROOF LEVEL
10' - 0"
T.M.O. LEVEL
-3' - 6"
T.O.R. LEVEL
30' - 0"
M.T.O.R.
13' - 7"
A0.41
A0.42
0.10
0.11
244'-5 1/2"+/- 125'-9 1/2"+/- 43'-10 1/2"+/-
0.24 0.24 0.24 0.24 0.270.27
0.270.27 0.270.27
0.28
0.9
0.9
MAIN LEVEL
0' - 0"
T.M.O. LEVEL
-3' - 6"
T.O.R. LEVEL
30' - 0"
23'-1"+/- 56'-10 1/2"+/- 40'-2"+/-
MAIN LEVEL
0' - 0"
T.O.R. LEVEL
30' - 0"
0.20
A0.41
15'-2 1/2"+/-
ROOF LEVEL
10' - 0"
T.M.O. LEVEL
-3' - 6"
T.O.R. LEVEL
30' - 0"
M.T.O.R.
13' - 7"
0.22
0.22
0.22
0.230.23
43'-10 1/2"+/- 19'-4"+/-
DEMOLITION NOTES
1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING CLARIFICATIONS FROM THE DESIGNER.
2. COORDINATE EXTENT OF ALL DEMOLITION WORK WITH NEW WORK.
3. SEE FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS AND
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
4. DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND ACTUAL FIELD CONDITIONS
SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER IMMEDIATELY.
5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITH RESPECT TO MATERIALS, FINISHES, AND DIMENSIONS TO DETERMINE THE EXACT EXTENT OF DEMOLITION WORK.
6. ALL NECESSARY CARE SHALL BE TAKEN DURING DEMOLITION AND CONSTRUCTION TO PREVENT
DAMAGE TO ADJACENT MATERIALS AND CONCEALED MECHANICAL, ELECTRICAL, PLUMBING, AND
OTHER ITEMS.
7. CLEAN ALL BRICK AND MORTAR AND PREPARE FOR PAINT. REMOVE ALL ROOFING TAR AND CLEAN
WITH ACID FREE DETERGENTAND LOW PRESSURE WATER.
8. THE INTENT OF THE DEMOLITION PLAN IS TO REMOVE ALL ITEMS NOT REQUIRED FOR NEW
CONSTRUCTION; OR THAT IS IN CONFLICT WITH NEW CONSTRUCTION, WHETHER OR NOT
INDIVIDUALLY NUMBERED. THE CONTRACTOR SHALL REMOVE/RELOCATE ALL SUCH ITEMS AS
REQUIRED FOR NEW CONSTRUCTION.
9. VERIFY LOCATION OF EXISTING UTILITY LINES PRIOR TO EXCAVATION. THESE LINES ARE TO
REMAIN UNDISTURBED DURING CONSTRUCTION. NOTIFY DESIGNER OF ANY POTENTIAL CONFLICTS
PRIOR TO CONSTRUCTION.
10. THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS WHICH MAY NOT
REFLECT ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY THESE DRAWINGS WITH
EXISTING FIELD CONDITIONS AND NOTIFY THE DESIGNER IMMEDIATELY OF INCONSISTENCIES
BETWEEN THEM AND ACTUAL CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION.
11. THE CONTRACTOR SHALL ALSO NOTIFY THE DESIGNER IMMEDIATELY IF ANY WORK INDICATED
IN THE CONTRACT DOCUMENTS CANNOT BE PERFORMED DUE TO EXISTING FIELD CONDITIONS.
12. IF ANY FIREPROOFING OR FIRE ASSEMBLIES WHICH ARE INDICATED TO REMAIN ARE DAMAGED
DURING DEMOLITION, THEY SHALL BE REPAIRED TO CONFORM TO ORIGINAL FIRE PROTECTION
REQUIREMENTS.
13. REMOVE EXISTING CONSTRUCTION AS INDICATED. TYPICAL WALL REMOVAL INCLUDES
FINISHES AND MECHANICAL PLUMBING AND ELECTRICAL SYSTEMS CONTAINED THEREIN. REMOVE
DOORS, CASEWORK, WINDOWS, FRAMES, AND OTHER FIXTURES AS REQUIRED. AFTER REMOVAL OF
PIPE CHASES, PATCH HOLES IN EXISTING FLOORS OR WALLS TO REMAIN TO MEET ORIGINAL FIRE
PROTECTION AND STRUCTURAL REQUIREMENTS. PATCH TO RECEIVE NEW FINISHES PER FINISH
SCHEDULE OR PER INTERIOR FINISH PLANS. (WHERE NEW FINISHES ARE CALLED FOR ON EXISTING
SURFACES, REMOVE THE EXISTING FINISH AND PREPARE SURFACE TO RECEIVE THE NEW FINISH.)
14. THE CONTRACTOR SHALL MAKE AVAILABLE TO THE OWNER, AND COORDINATE WITH THE
CONTRACTING OFFICER (KO) ANY ITEMS TO BE STORED AND/OR RELOCATED, SUCH AS:
EQUIPMENT, DOOR FRAMES AND HARDWARE, LIGHTS AND/OR OTHER CEILING MOUNTED DEVICES.
15. THE CONTRACTOR SHALL VERIFY THAT EXIT EGRESS IS MAINTAINED FOR ALL OCCUPIED AREAS
OF THE BUILDING THROUGHOUT CONSTRUCTION.
16. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND AS SET
FORTH BY ALL GOVERNING AUTHORITIES.
17. THE CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES OR STRUCTURAL ELEMENTS AS
NECESSARY DURING DEMOLITION.
18. THE CONTRACTOR SHALL NOT CUT STRUCTURAL WORK IN A MANNER RESULTING IN A
REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/DEFLECTION RATIO. THE CONTRACTOR
SHALL NOTIFY THE DESIGNER OF ALL STRUCTURAL CUTS PRIOR TO EXECUTION SO THAT APPROVAL
CAN BE OBTAINED FROM THE DESIGNER.
19. THE EXISTING BUILDING ENVELOPE SHALL BE MAINTAINED IN A WATER TIGHT CONDITION AT
ALL TIMES.
20. WHERE EXISTING CONSTRUCTION IS FOUND TO CONTAIN ASBESTOS, NOTIFY THE DESIGNER
PRIOR TO REMOVAL. REMOVAL DISPOSAL AND REPLACEMENT OF THE ASBESTOS MATERIAL SHALL
BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. REPLACE THE ASBESTOS
MATERIAL WITH NEW MATERIALS AS SPECIFIED OR APPROVED BY THE DESIGNER.
21. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY EXISTING TO REMAIN FINISHES WHICH ARE
DAMAGED DURING DEMOLITION (I.E. - CEILING GRID, CEILING TILE, WALL COVERING, FLOOR
COVERINGS, ETC.)
ROOF LEVEL
10' - 0"
T.M.O. LEVEL
-3' - 6"
T.O.R. LEVEL
30' - 0"
M.T.O.R.
13' - 7"0.20
0.230.23
12'-0"+/-
NO WORK
A0.41
A0.41
A0.41 0
A0.410
A0.410
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0 8' 16' 32'
SCALE 1/16" = 1'-0"
OVERALL SOUTH ELEVATION02
0 8' 16' 32'
SCALE 1/16" = 1'-0"
OVERALL NORTH ELEVATION01
0 8' 16' 32'
SCALE 1/16" = 1'-0"
OVERALL WEST ELEVATION05
0 8' 16' 32'
SCALE 1/16" = 1'-0"
OVERALL EAST ELEVATION03
4'0 8' 16'
SCALE 1/8" = 1'-0"
ENLARGED SOUTH ELEVATION04
4'0 8' 16'
SCALE 1/8" = 1'-0"
O.H. DOOR @ T.M.O. AREA06
DEMOLITION KEYNOTES
KEYNOTE DESCRIPTION
0.9 REMOVE EXISTING SLAB. FOR INSTALLATION OF NEW CANOPY INSTALL
NEW SLAB PER PLANS AS PART OF NEW WORK.
0.10 REMOVE EXISTING SLAB. PROVIDE NEW TOPSOIL AND GRADE TO MATCH
EXISTING AND SEED.
0.11 REMOVE EXISTING MODULAR RETAINING WALL AND FOOTINGS TO
ACCOMMODATE NEW WORK.
0.20 REMOVE DOOR, FRAME, THRESHOLD (IF APPLICABLE), AND ALL
ASSOCIATED HARDWARE IN ITS ENTIRETY. SALVAGE DOOR FOR REUSE
ON THIS PROJECT.
0.21 REMOVE DOOR, FRAME, THRESHOLD (IF APPLICABLE), AND ALL
ASSOCIATED HARDWARE IN ITS ENTIRETY.
0.22 REMOVE EXISTING LOUVER, FAN, AND FRAME IN ITS ENTIRETY. INFILL
WITH FRAMING OR CMU AS REQUIRED AND TOOTH-IN NEW BRICK
VENEER. PREPARE SURFACES TO RECEIVE NEW FINISHES.
0.23 REMOVE EXISTING CONCRETE RAMP AND ASSOCIATED RAILING IN THEIR
ENTIRETY.
0.24 PREPARE EXISTING HM DOOR OR HM WINDOW TO RECEIVE NEW PAINT.
PAINT EXISTING DOOR OR WINDOW. COLOR TO BE SELECTED BY OWNER.
0.27 CLEAN ALL BRICK VENEER AND MORTAR SURFACES AND PREPARE FOR
NEW PAINT. REMOVE ALL ROOFING TAR AND CLEAN WITH ACID FREE
DETERGENT AND LOW PRESSURE WATER.
0.28 REMOVE EXISTING SIGN AND PRESERVE FOR RE-INSTALLATION WHEN
WORK IS COMPLETE.
0.31 EXISTING WOOD DECK TO REMAIN. CONTRACTOR TO PROTECT FROM
DAMAGE DURING WORK.
KEY PLAN
-1 1-
T A
S K
B
-1 8-
0.270.27
0.31
6' -0
8'
-0
12'-0"4'-8" +/-3'-4"
2.172.17
T.M.O. LEVEL
-3' - 6"
0.21
7'-8"12'-0"
'-0
0.270.27
A0.42
A0.42
DEMOLITION NOTES
1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING CLARIFICATIONS FROM THE DESIGNER.
2. COORDINATE EXTENT OF ALL DEMOLITION WORK WITH NEW WORK.
3. SEE FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS AND
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
4. DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND ACTUAL FIELD CONDITIONS
SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER IMMEDIATELY.
5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITH RESPECT TO MATERIALS, FINISHES, AND DIMENSIONS TO DETERMINE THE EXACT EXTENT OF DEMOLITION WORK.
6. ALL NECESSARY CARE SHALL BE TAKEN DURING DEMOLITION AND CONSTRUCTION TO PREVENT
DAMAGE TO ADJACENT MATERIALS AND CONCEALED MECHANICAL, ELECTRICAL, PLUMBING, AND
OTHER ITEMS.
7. CLEAN ALL BRICK AND MORTAR AND PREPARE FOR PAINT. REMOVE ALL ROOFING TAR AND CLEAN
WITH ACID FREE DETERGENTAND LOW PRESSURE WATER.
8. THE INTENT OF THE DEMOLITION PLAN IS TO REMOVE ALL ITEMS NOT REQUIRED FOR NEW
CONSTRUCTION; OR THAT IS IN CONFLICT WITH NEW CONSTRUCTION, WHETHER OR NOT
INDIVIDUALLY NUMBERED. THE CONTRACTOR SHALL REMOVE/RELOCATE ALL SUCH ITEMS AS
REQUIRED FOR NEW CONSTRUCTION.
9. VERIFY LOCATION OF EXISTING UTILITY LINES PRIOR TO EXCAVATION. THESE LINES ARE TO
REMAIN UNDISTURBED DURING CONSTRUCTION. NOTIFY DESIGNER OF ANY POTENTIAL CONFLICTS
PRIOR TO CONSTRUCTION.
10. THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS WHICH MAY NOT
REFLECT ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY THESE DRAWINGS WITH
EXISTING FIELD CONDITIONS AND NOTIFY THE DESIGNER IMMEDIATELY OF INCONSISTENCIES
BETWEEN THEM AND ACTUAL CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION.
11. THE CONTRACTOR SHALL ALSO NOTIFY THE DESIGNER IMMEDIATELY IF ANY WORK INDICATED
IN THE CONTRACT DOCUMENTS CANNOT BE PERFORMED DUE TO EXISTING FIELD CONDITIONS.
12. IF ANY FIREPROOFING OR FIRE ASSEMBLIES WHICH ARE INDICATED TO REMAIN ARE DAMAGED
DURING DEMOLITION, THEY SHALL BE REPAIRED TO CONFORM TO ORIGINAL FIRE PROTECTION
REQUIREMENTS.
13. REMOVE EXISTING CONSTRUCTION AS INDICATED. TYPICAL WALL REMOVAL INCLUDES
FINISHES AND MECHANICAL PLUMBING AND ELECTRICAL SYSTEMS CONTAINED THEREIN. REMOVE
DOORS, CASEWORK, WINDOWS, FRAMES, AND OTHER FIXTURES AS REQUIRED. AFTER REMOVAL OF
PIPE CHASES, PATCH HOLES IN EXISTING FLOORS OR WALLS TO REMAIN TO MEET ORIGINAL FIRE
PROTECTION AND STRUCTURAL REQUIREMENTS. PATCH TO RECEIVE NEW FINISHES PER FINISH
SCHEDULE OR PER INTERIOR FINISH PLANS. (WHERE NEW FINISHES ARE CALLED FOR ON EXISTING
SURFACES, REMOVE THE EXISTING FINISH AND PREPARE SURFACE TO RECEIVE THE NEW FINISH.)
14. THE CONTRACTOR SHALL MAKE AVAILABLE TO THE OWNER, AND COORDINATE WITH THE
CONTRACTING OFFICER (KO) ANY ITEMS TO BE STORED AND/OR RELOCATED, SUCH AS:
EQUIPMENT, DOOR FRAMES AND HARDWARE, LIGHTS AND/OR OTHER CEILING MOUNTED DEVICES.
15. THE CONTRACTOR SHALL VERIFY THAT EXIT EGRESS IS MAINTAINED FOR ALL OCCUPIED AREAS
OF THE BUILDING THROUGHOUT CONSTRUCTION.
16. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND AS SET
FORTH BY ALL GOVERNING AUTHORITIES.
17. THE CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES OR STRUCTURAL ELEMENTS AS
NECESSARY DURING DEMOLITION.
18. THE CONTRACTOR SHALL NOT CUT STRUCTURAL WORK IN A MANNER RESULTING IN A
REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/DEFLECTION RATIO. THE CONTRACTOR
SHALL NOTIFY THE DESIGNER OF ALL STRUCTURAL CUTS PRIOR TO EXECUTION SO THAT APPROVAL
CAN BE OBTAINED FROM THE DESIGNER.
19. THE EXISTING BUILDING ENVELOPE SHALL BE MAINTAINED IN A WATER TIGHT CONDITION AT
ALL TIMES.
20. WHERE EXISTING CONSTRUCTION IS FOUND TO CONTAIN ASBESTOS, NOTIFY THE DESIGNER
PRIOR TO REMOVAL. REMOVAL DISPOSAL AND REPLACEMENT OF THE ASBESTOS MATERIAL SHALL
BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. REPLACE THE ASBESTOS
MATERIAL WITH NEW MATERIALS AS SPECIFIED OR APPROVED BY THE DESIGNER.
21. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY EXISTING TO REMAIN FINISHES WHICH ARE
DAMAGED DURING DEMOLITION (I.E. - CEILING GRID, CEILING TILE, WALL COVERING, FLOOR
COVERINGS, ETC.)
MAIN LEVEL
0' - 0"
ROOF LEVEL
10' - 0"
T.M.O. LEVEL
-3' - 6"
T.O.R. LEVEL
30' - 0"
M.T.O.R.
13' - 7"
0.250.25
0.22
0.11
NO WORK NO WORK
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0 2' 4' 8'
SCALE 1/4" = 1'-0"
SOUTH WINDOW ENLARGED ELEV. 02
0 2' 4' 8'
SCALE 1/4" = 1'-0"
SOUTH O.H. DOOR ENLARGED ELEVATION01
KEY PLAN
DEMOLITION KEYNOTES
KEYNOTE DESCRIPTION
0.11 REMOVE EXISTING MODULAR RETAINING WALL AND FOOTINGS
TO ACCOMMODATE NEW WORK.
0.21 REMOVE DOOR, FRAME, THRESHOLD (IF APPLICABLE), AND ALL
ASSOCIATED HARDWARE IN ITS ENTIRETY.
0.22 REMOVE EXISTING LOUVER, FAN, AND FRAME IN ITS ENTIRETY.
INFILL WITH FRAMING OR CMU AS REQUIRED AND TOOTH-IN
NEW BRICK VENEER. PREPARE SURFACES TO RECEIVE NEW
FINISHES.
0.25 REMOVE EXISTING METAL TRIM. REPLACE WITH NEW METAL
TRIM TO MATCH COLOR OF EXISTING ADJACENT TRIM.
0.27 CLEAN ALL BRICK VENEER AND MORTAR SURFACES AND
PREPARE FOR NEW PAINT. REMOVE ALL ROOFING TAR AND
CLEAN WITH ACID FREE DETERGENT AND LOW PRESSURE
WATER.
0.31 EXISTING WOOD DECK TO REMAIN. CONTRACTOR TO
PROTECT FROM DAMAGE DURING WORK.
2.17 EXISTING PORTION OF PARTITION TO BE REMOVED.
0 2' 4' 8'
SCALE 1/8" = 1'-0"
BUILDING SECTION @ TMO LEVEL03
-1 1-
T A
S K
B
-1 8-
A4.030
A4.02
A4.01
A4.03 0
A4.11
A4.14
A4.03A1.11
TMO
TMO STORAGE
A1.01
MECHANICAL
100A
A4.030
A1.01
MINOR CONSTRUCTION 01
A1.01
3.13.1
MINOR CONSTRUCTION
A4.12
MINOR CONSTRUCTION
MINOR CONSTRUCTION
8' -0
12'-0"
6'-0" 6'-0"
GENERAL NOTES
1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATIONS FROM THE DESIGNER.
2. FOR FURTHER DIMENSIONING, SEE LARGE SCALE PLANS, SECTIONS, ELEVATION AND DETAILS.
3. CAULK AT JUNCTURE OF INTERIOR FACES OF DOOR FRAMES, VIEW WINDOW FRAMES, EXT.
WINDOW FRAMES W/ ADJACENT MATERIAL EVEN THOUGH JOINT MAY NOT BE VISIBLE.
4. UNLESS NOTED OTHERWISE, ALL CEILING GRID AND LIGHT FIXTURES SHALL BE CNETERED IN
ROOM/ OPENING.
5. CONTRACTOR TO REVIEW WITH DESIGNER, ON SITE, AREAS WITH MULTIPLE CEILING, WALL
AND FLOOR FINISHES BEFORE FINISH WORK BEGIN.
6. REFER TO RCP LEGEND ON TMO REFLECTED CEILING PLANS FOR RCP ABREVIATIONS AND
FINISHES.
7. ALL GYP BOARD TO BE FINISHED TO P-4. UNLESS NOTED OTHERWISE.
A4.03
1.9
1.10
1.9
29'-10"
4'-8"+/- 12'-0" 13'-2 1/8"
1'-8"
3'-0" 12'-0" 2'-6" MIN. 10'-8 1/8" PLAN LEGEND
LINES:
EXISTING MASONRY WALL
HATCHES:
NO WORK
NEW WALL WITH 3-5/8" MTL. STUDS AT
16" O.C. W/ 5/8" GYB BD. TO DECK ABOVE
ON BOTH SIDES.
EXISTING GYPSUM FINISH WALL
ANY AREAS DISTURBED BY CONSTRUCTION, TO BE
REGRADED W/ TOP SOIIL AND SEEDED AFTER WORK
IS COMPLETE
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TRUE
NORTH
PLAN KEYNOTES
KEYNOTE DESCRIPTION
1.9 EXISTING DECK TO REMAIN.
1.10 NEW OPERABLE GLASS WALL SYTEM LOCATION. SEE A4.03 FOR DTLS .
3.1 NEW 5" THICK SIDEWALK. 6'-0" WIDE CONC. W/ WWM ON 4" OF COMPACTED
GRAVEL. TO CONNECT TO EXISTING SIDEWALK.
0 8' 16' 32'
SCALE 1/16" = 1'-0"
NEW FLOOR PLAN01
FLOORPLAN KEYNOTES
4'0 8' 16'
SCALE 1/4" = 1'-0"
ENLARGED PORCH ENTRANCE02
-1 1-
T A
S K
B
-1 8-
9' - 0" ACT
'-7
1/ 2"
'-3
1/ 2"
4' -4
NOTE: 2X2 ACT CEILING GRID TO BE CONSIDERED OPTION 004. IN CASE THE CEILING IS NOT
CHOSEN, THE LIGHTING WILL BE SUSPENDED FROM CEILING ABOVE.
A1.11
2' -1
'-0
1'- 2"
1'-2" 8'-0" 16'-5"
25'-7"
TMO
42'-5"
OH 001
100A
A1.11 0
1.41.4
1.1
1.11.1
A1.11
MECHANICAL
100A
1'-
1/ 2"
3' -4
8"
4' -0
2'
-6
4' -4
1'-2"
16'-10" 25'-7"
N O
W O
RK
1.18
A6.01
A6.01
SIM
A6.01
24'-5"
1.21
1.231.23
1.241.24
1.2
1.3
TMO STORAGE
2' -1
'-0
1'- 2"
OPTION 003
RCP GENERAL NOTES
1. THE CONTRACTOR SHALL COMPARE THIS REFLECTED CEILING PLAN WITH ELECTRICAL
LIGHTING PLANS, MECHANICAL SUPPLY, RETURN, AND EXHAUST PLANS. THE CONTRACTOR
SHALL REPORT ANY OMISSIONS OR INCONSISTENCIES TO THE DESIGNER.
2. SEE ELECTRICAL DRAWINGS FOR THE LOCATIONS OF CEILING MOUNTED SMOKE
DETECTORS, SPEAKERS, NURSE CALL DOME LTS, EXIT SIGNAGE, AND FIRE ALARM DEVICES,
ETC.
4. SPRINKLER HEAD LOCATIONS ARE NOT SHOWN ON ARCHITECTURAL REFLECTED CEILING
PLANS. CONTRACTOR TO INSTALL SUFFICIENT HEADS IN ALL SPACES TO PROVIDE 100%
COVERAGE AS REQUIRED UNDER NFPA 13 AND OWNERS INSURANCE COMPANIES'
REQUIREMENTS. LOCATIONS AND SYSTEM CONFIGURATION TO BE SUBMITTED FOR REVIEW.
5. THE CONTRACTOR SHALL VERIFY THAT ACCESS PANELS OF TYPE SPECIFIED ARE INSTALLED
IN WALLS AND NON-ACCESSIBLE TYPE CEILINGS WHERE SERVICE OR ADJUSTMENT TO
MECHANICAL, PLUMBING, OR ELECTRICAL ITEMS MAY BE REQUIRED. ACCESS PANELS SHALL
BE THE FIRE RATED TYPE EQUAL TO THE RATING OF THE WALL OR CEILING IN WHICH THEY
OCCUR. COORDINATE THE LOCATIONS AND SIZES WITH THE DESIGNER BEFORE
INSTALLATION.
6. 18" MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN THE BOTTOM OF
THE EXTENDED SPRINKLER HEADS AND THE TOP OF ANY FILES, SHELVING, LOCKERS, ETC.
GENERAL NOTES
1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATIONS FROM THE DESIGNER.
2. FOR FURTHER DIMENSIONING, SEE LARGE SCALE PLANS, SECTIONS, ELEVATION AND DETAILS.
3. CAULK AT JUNCTURE OF INTERIOR FACES OF DOOR FRAMES, VIEW WINDOW FRAMES, EXT.
WINDOW FRAMES W/ ADJACENT MATERIAL EVEN THOUGH JOINT MAY NOT BE VISIBLE.
4. UNLESS NOTED OTHERWISE, ALL CEILING GRID AND LIGHT FIXTURES SHALL BE CNETERED IN
ROOM/ OPENING.
5. CONTRACTOR TO REVIEW WITH DESIGNER, ON SITE, AREAS WITH MULTIPLE CEILING, WALL
AND FLOOR FINISHES BEFORE FINISH WORK BEGIN.
6. REFER TO RCP LEGEND ON TMO REFLECTED CEILING PLANS FOR RCP ABREVIATIONS AND
FINISHES.
7. ALL GYP BOARD TO BE FINISHED TO P-4. UNLESS NOTED OTHERWISE.
PLAN LEGEND
LINES:
EXISTING MASONRY WALL
HATCHES:
NO WORK
NEW WALL WITH 3-5/8" MTL. STUDS AT
16" O.C. W/ 5/8" GYB BD. TO DECK ABOVE
ON BOTH SIDES.
EXISTING GYPSUM FINISH WALL
ANY AREAS DISTURBED BY CONSTRUCTION, TO BE
REGRADED W/ TOP SOIIL AND SEEDED AFTER WORK
IS COMPLETE
REFLECTED CEILING PLAN LEGEND
2X4 LIGHT FIXTURE
2'X2' LAY-IN ACOUSTICAL CEILING & GRID
SYSTEM (OPTION 4)
CEILING FINISHES:
CEILING FINISH KEY
NUMBER TYPE DETAIL DESCRIPTION
ACT ACOUSTICAL
CEILING TILE
SYSTEM
PRODUCT EQUAL TO:
MANUFACTURER: ARMSTRONG
STYLE: CIRRUS 589HRC BEVELED TEGULAR (HIGHLY RECYCLED
CONTENT
COLOR: WHITE
SIZE: 24" X 24" X 3/4"
SUSPENSION SYSTEM: Suprafine XL 9/16" Exposed Tee. Color: White
LIGHTING:
ALL PRODUCTS SHOWN ARE BASIS OF DESIGN. SEE PROJECT MANUAL FOR
ALTERNATE MANUFACTURERS AND PRODUCT SUBSTITUTION REQUIREMENTS.
7' -0
A
3' -0
4'
-0
5' -0
1.21
1.11
1.12
1.21
'-0
6'-10" 8'-0" 2'-5"
4'-0" 8" 3'-4"
NEW ACT 2X2 (OPT. 004)
ADVENEER TIE AT 16" O.C.
HORIZ. & VERT.
BACKER ROD AND SEALANT
EXISTING
NEW
BRICK VENEER TO MATCH
ADJACENT SIZE
1" RIGID INSULATION
DAMPPROOFING
8" CMU
(GROUT SOLID)
4" M
IN
#4'S @ 16" O.C. EPOXY
INTO EXISTING CONC. MIN
4" W/ HILTI HIT HY-150 OR
APPROVED EQUAL
WEEPS @ 32" O.C.
CONT. PLASTIC MORTAR
DROP CONTROL
CONT THRU WALL FLASHING
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0 2' 4' 8'
SCALE 1/4" = 1'-0"
REFLECTED CEILING PLAN - TMO AREA04
4'0 8' 16'
SCALE 1/4" = 1'-0"
ENLARGED FLOORPLAN - TMO AREA01
FLOORPLAN KEYNOTES
0 2' 4' 8'
SCALE 1/4" = 1'-0"
TMO NEW ENTRANCE03
KEYNOTE DESCRIPTION
1.1 INFILL AREA OF DEMOLITION WITH BRICK VENEER. TOOTH-IN NEW
MASONRY AND PROVIDE FRAMING TO MATCH EXIST. INTERIOR AND
EXTERIOR CONDITIONS.
1.2 FUR EXISTING WALL W/ 7/8" HAT CHANNEL @ 24" O.C. AND 5/8" GYP BD.
1.3 PROVIDE NEW 6" MTL STUD WALL (20 GA @ 16" O.C.) PROVIDE DEFLECTION
TRACK AT UNDERSIDE OF DECK. INSTALL 5/8" GYP ON TMO SIDE. INSTALL
5/8" PLYWOOD ON 100A SIDE PROVIDE FULL HEIGHT BATT INSULATION TO
MATCH STUD THICKNESS.
1.4 PREPARE SURFACES FOR INSTALLATION OF RELOCATED DOOR. INSTALL O.H.
DOOR FROM DEMOLITION LOCATION INCLUDING FRAME AND TRACK.
1.11 NEW WINDOW.
1.12 NEW MAN DOOR. SEE DOOR SCHEDULE.
1.18 EXISTING LOUVER & OPENING TO REMAIN
1.21 PROVIDE NEW 6" MTL STUD WALL (20 GA @ 16" O.C.) PROVDE 5/8" GYP ON
BOTH SIDES (IMPACT RESISTANT ON 100 SIDE.) PROVIDE FULL HEIGHT
INSULATION TO MATCH STUD THICKNESS.
1.23 PROVIDE NEW RUBBER BASE ON ENTIRE ROOM.
1.24 PRIME AND PAINT ALL WALLS WITH 2 COATS OF PAINT.
0 1' 2'1/2'
SCALE 1 1/2" = 1'-0"
EXTERIOR INFILL DTL (TYP.)02
-1 1-
T A
S K
B
-1 8-
ROOF LEVEL
10' - 0"
T.M.O. LEVEL
-3' - 6"
T.O.R. LEVEL
30' - 0" M.T.O.R.
13' - 7"
A4.03 A4.01
A4.01
CANOPY
8' - 6"
A4.14
04 MINOR CONSTRUCTION
A4.11
MINOR CONSTRUCTION
A4.14
MINOR CONSTRUCTION
MAIN LEVEL
0' - 0"
T.O.R. LEVEL
30' - 0"
A4.14
2.12.1
2.82.8
2.92.9
MINOR CONSTRUCTION
2.15
MAIN LEVEL
0' - 0"
ROOF LEVEL
10' - 0"
T.M.O. LEVEL
-3' - 6"
T.O.R. LEVEL
30' - 0"
M.T.O.R.
13' - 7"
A4.03A4.11
CANOPY
8' - 6"
2.2
2.3
2.4
2.52.6
2.7
2.82.8 2.82.8
2.92.9 2.92.9
2.12.1
2.10
2.112.11
2.112.11
MINOR CONSTRUCTION
A4.12
MINOR CONSTRUCTION
2.162.16
SIM
ELEVATION NOTES
1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATIONS FROM THE DESIGNER.
2. COORDINATE EXTENT OF ALL DEMOLITION WORK WITH NEW WORK.
3. SEE FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, AND STRUCTURAL
DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
4. DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND ACTUAL FIELD
CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE C.O. IMMEDIATELY.
5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITH RESPECT TO
MATERIALS, FINISHES, AND DIMENSIONS TO DETERMINE THE EXACT EXTENT OF
DEMOLITION WORK.
6. ALL NECESSARY CARE SHALL BE TAKEN DURING DEMOLITION AND CONSTRUCTION TO
PREVENT DAMAGE TO ADJACENT MATERIALS AND CONCEALED MECHANICAL,
ELECTRICAL, PLUMBING, AND OTHER ITEMS.
A4.01
W e s t E n d
A v e , S u it e
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N a s h v il le , T
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K E
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Y s h e e t o f
A
B
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1 2 3 4 5 6 7 8 9 10 11 12
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G
C H
E C
K E
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P A
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F
A C
A D
E B
U
IL
D
IN
G
A T
B E
R R
Y A
IR
F
IE
L
D
G M
A
S
-3 1-
T A
S K
B
P R
O J
E C
T
B K
T Z
K
N A
P P
B L
V D
, N A
S H
V
IL
L E
, T N
0 8' 16' 32'
SCALE 1/16" = 1'-0"
NORTH ELEVATION01
4'0 8' 16'
SCALE 1/8" = 1'-0"
NORTH ELEVATION - ENLARGED 102
4'0 8' 16'
SCALE 1/8" = 1'-0"
NORTH ELEVATION - ENLARGED 203
KEYNOTE DESCRIPTION
2.1 PAINT EXISTING DOOR OR WINDOW AND FRAME. COLOR TO BE
SELECTED BY OWNER.
2.2 EXISTING RAIL TO REMAIN.
2.3 EXISTING LOUVER TO REMAIN.PAINT EXISTING LOUVER COLOR
TO BE SELECTED BY OWNER.
2.4 EXISTING DECK TO REMAIN.
2.5 NEW CMU RETAINING WALL.
2.6 NEW MASONRY COLUMN. COLOR TO MATCH EXISTING.
2.7 NEW CANOPY.
2.8 PRESSURE WASH EXISTING BRICK VENEER TO PREPARE FOR NEW
PAINT FINISH.
2.9 PAINT EXISTING BRICK VENEER - COLOR TO BE SELECTED BY
OWNER.
2.10 NEW SLAB
2.11 INFILL EXISTING OPENING WITH MATCHING BRICK MASONRY
AND MATCHING MORTAR. TOOTH-IN TO MATCH EXISTING
MASONRY COURSING.
2.15 REMOVE EXISTING SIGN AND RE-INSTALL AFTER PAINTING IS
ACCEPTED.
2.16 NEW DOWNSPOUT.
ELEVATION KEYNOTES
KEY PLAN
-1 1-
T A
S K
B
-1 8-
T.M.O. LEVEL
-3' - 6"
T.O.R. LEVEL
30' - 0"
M.T.O.R.
13' - 7"
A4.03A4.02
A4.02
A4.03
MAIN LEVEL
0' - 0"
T.M.O. LEVEL
-3' - 6"
T.O.R. LEVEL
30' - 0"
A4.03
2.82.8
2.92.9
2.13
2.2 2.92.9
2.82.8
MAIN LEVEL
0' - 0"
T.O.R. LEVEL
30' - 0"
A4.14A4.03
2.1
2.82.8
2.92.9
2.4
2.2
2.82.8
2.92.9
2.82.8
2.92.9
ELEVATION NOTES
1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATIONS FROM THE DESIGNER.
2. COORDINATE EXTENT OF ALL DEMOLITION WORK WITH NEW WORK.
3. SEE FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, AND STRUCTURAL
DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
4. DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND ACTUAL FIELD
CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE C.O. IMMEDIATELY.
5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITH RESPECT TO
MATERIALS, FINISHES, AND DIMENSIONS TO DETERMINE THE EXACT EXTENT OF
DEMOLITION WORK.
6. ALL NECESSARY CARE SHALL BE TAKEN DURING DEMOLITION AND CONSTRUCTION TO
PREVENT DAMAGE TO ADJACENT MATERIALS AND CONCEALED MECHANICAL,
ELECTRICAL, PLUMBING, AND OTHER ITEMS.
A4.02
W e s t E n d
A v e , S u it e
.3
.7
G M
C N
E T
W O
R K
C
O M
N a s h v il le , T
N
D R
A W
N B
Y
IS
S
T
E
C H
E C
K E
D B
Y s h e e t o f
A
B
C
D
E
F
G
H
J
K
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11 12
A
B
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D
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F
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H
J
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1/
1/
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E X
T E
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V A
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A
.0
A T
, F V
G
C H
E C
K E
R
R E
P A
IR
F
A C
A D
E B
U
IL
D
IN
G
A T
B E
R R
Y A
IR
F
IE
L
D
G M
A
S
-3 1-
T A
S K
B
P R
O J
E C
T
B K
T Z
K
N A
P P
B L
V D
, N A
S H
V
IL
L E
, T N
0 8' 16' 32'
SCALE 1/16" = 1'-0"
SOUTH ELEVATION01
4'0 8' 16'
SCALE 1/8" = 1'-0"
SOUTH ELEVATION - ENLARGED 102
4'0 8' 16'
SCALE 1/8" = 1'-0"
SOUTH ELEVATION - ENLARGED 203
KEYNOTE DESCRIPTION
2.1 PAINT EXISTING DOOR OR WINDOW AND FRAME. COLOR TO BE
SELECTED BY OWNER.
2.2 EXISTING RAIL TO REMAIN.
2.4 EXISTING DECK TO REMAIN.
2.8 PRESSURE WASH EXISTING BRICK VENEER TO PREPARE FOR NEW
PAINT FINISH.
2.9 PAINT EXISTING BRICK VENEER - COLOR TO BE SELECTED BY
OWNER.
2.13 RELOCATED O.H.DOOR. SEE DEMOLITION PLANS FOR
PROVIDENCE.
ELEVATION KEYNOTES
KEY PLAN
-1 1-
T A
S K
B
-1 8-
T.O.R. LEVEL
30' - 0"
CANOPY
8' - 6"
2.82.8
2.92.9
2.82.8
2.92.9
2.7
2.6
2.10MAIN LEVEL
0' - 0"
T.M.O. LEVEL
-3' - 6"
T.O.R. LEVEL
30' - 0"
2.82.8 2.92.9
2.1 2.1
2.12.1
2.7
2.5
2.10 2.82.8
2.92.9
2.2
2.4
2.2
2.2
2.4
MAIN LEVEL
0' - 0"
T.M.O. LEVEL
-3' - 6"
T.O.R. LEVEL
30' - 0"
A4.11
2.22.4
2.52.5
2.6
2.7
2.10
2.82.8 2.92.9
2.142.14
2.112.11
NO WORK NO WORK
ROOF LEVEL
10' - 0"
T.M.O. LEVEL
-3' - 6"
T.O.R. LEVEL
30' - 0"
M.T.O.R.
13' - 7"
2.112.11
2.92.92.82.8
A1.11
NO WORK
ELEVATION NOTES
1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATIONS FROM THE DESIGNER.
2. COORDINATE EXTENT OF ALL DEMOLITION WORK WITH NEW WORK.
3. SEE FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, AND STRUCTURAL
DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
4. DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND ACTUAL FIELD
CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE C.O. IMMEDIATELY.
5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITH RESPECT TO
MATERIALS, FINISHES, AND DIMENSIONS TO DETERMINE THE EXACT EXTENT OF
DEMOLITION WORK.
6. ALL NECESSARY CARE SHALL BE TAKEN DURING DEMOLITION AND CONSTRUCTION TO
PREVENT DAMAGE TO ADJACENT MATERIALS AND CONCEALED MECHANICAL,
ELECTRICAL, PLUMBING, AND OTHER ITEMS.
A4.030
1A4.03 0
A4.03
A4.03
MAIN LEVEL
0' - 0"
T.M.O. LEVEL
-3' - 6"
A4.03
A4.03
BALLISTIC RESISTANT
GLAZING ASSEMBLY
2"2"2"
6"
EXPANSION ANCHOR
PER STRUCT.
SUBFRAME PER STRUC.
REPAIR CAVITY INSULATION
DAMAGED BY CONSTRUCTION
TO MATCH ADJ. CONDITIONS.
3/16" X 1" X1 1/2"
STL ANGLE
L6X6X3/8 CONTINUOS
REPAIR CAVITY DAMPROOFING
DAMAGED BY CONSTRUCTION
TO MATCH ADJ. CONDITIONS.
BACKER ROD & SEALANT
BRICK VENEER
3 5/8" MTL STUD
EXIST. 5/8" GYP
EXIST. BATT INSULATION
NEW 5/8" GYPSUM
BOARD. FLUSHED TO
CMU
CONT. SILL FLASHING W/
WEPPS @ 32" O.C.
PAINT ALL EXPOSED
GALVANIZED MTL.
EXPANSION ANCHOR
PER STRUCT.
BACKER ROD & SEALANT
EXISTING BRICK VENEER
TOOTH-IN BRICK TO MATCH
EXISTING COURSING. CUT AS
NEEDED.
1/4" STL BEND PLATE (PAINTED)
NEW CONC.
CONT. INSULATION
DOWELS #4 @ 18" O.C.
MIN 6" FROM EDGE.
EXISTING CONC. FLOOR
8"
SEALANT 1/4" STL PLATE EMBEDED IN
CONC. (PAINTED)
PROVIDE HEADED
STUDS @ 12" O.C.
L6"x 6" x 1/4"
BALLISTIC RATED
GLAZING ASSEMBLY
THRESHOLD
MAIN LEVEL
0' - 0"
A4.03
2.12
2'-6" 3'-6" 3'-6" 2'-6"
12'-0"
ACTIVE
INACTIVE
2" 7'
-0
A4.03
3/16" X 1" X1 1/2" STL ANGLE
SUBFRAME PER STRUC.
CONC. FILLED JAMB
REPAIR CAVITY INSULATION
DAMAGED BY
CONSTRUCTION TO
MATCH ADJ. CONDITIONS.
REPAIR CAVITY
DAMPROOFING
DAMAGED BY
CONSTRUCTION TO
MATCH ADJ. CONDITIONS
TOOTH-IN BRICK, TO MATCH
EXISTING MASONRY COURSING.
CUT AS NEEDED
GLASS THICKNESS VARIES BY
PRESSURE LOAD
6"
BALISTIC RASISTANT
GLAZING ASSEMBLY.
EXIST. BATT INSULATION
EXIST. 5/8" GYP
NEW 3 5/8" MTL STUD.
NEW 5/8" GYP. FLUSHED TO CMU.
PAINT STEEL PLATE
TEAR AWAY DRYWALL BOARD.
1/
2" 3/
4"
1/ 2"
W e s t E n d
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K E
D B
Y s h e e t o f
A
B
C
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1 2 3 4 5 6 7 8 9 10 11 12
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W
IN
D
O W
O P
E N
IN
G
A
.0
A T
, F V
G
C H
E C
K E
R
R E
P A
IR
F
A C
A D
E B
U
IL
D
IN
G
A T
B E
R R
Y A
IR
F
IE
L
D
G M
A
S
-3 1-
T A
S K
B
P R
O J
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T
B K
T Z
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N A
P P
B L
V D
, N A
S H
V
IL
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0 8' 16' 32'
SCALE 1/16" = 1'-0"
EAST ELEVATION01
0 8' 16' 32'
SCALE 1/16" = 1'-0"
WEST ELEVATION02
4'0 8' 16'
SCALE 1/8" = 1'-0"
NEW BUILDING SECTION @ TMO LEVEL08
4'0 8' 16'
SCALE 1/8" = 1'-0"
TMO INFILL ENLARGED ELEVATION04
KEYNOTE DESCRIPTION
2.1 PAINT EXISTING DOOR OR WINDOW AND FRAME. COLOR TO BE
SELECTED BY OWNER.
2.2 EXISTING RAIL TO REMAIN.
2.4 EXISTING DECK TO REMAIN.
2.5 NEW CMU RETAINING WALL.
2.6 NEW MASONRY COLUMN. COLOR TO MATCH EXISTING.
2.7 NEW CANOPY.
2.8 PRESSURE WASH EXISTING BRICK VENEER TO PREPARE FOR NEW
PAINT FINISH.
2.9 PAINT EXISTING BRICK VENEER - COLOR TO BE SELECTED BY
OWNER.
2.10 NEW SLAB
2.11 INFILL EXISTING OPENING WITH MATCHING BRICK MASONRY
AND MATCHING MORTAR. TOOTH-IN TO MATCH EXISTING
MASONRY COURSING.
2.12 NEW OPERABLE GLASS WALL SYTEM.
2.14 PROVIDE NEW MTL FLASHING. COLOR TO MATCH ADJACENT.
ELEVATION KEYNOTES
KEY PLAN
0 1' 2' 3'
SCALE 3/4" = 1'-0"
WALL SECTION06
0 6" 1'3"
SCALE 3" = 1'-0"
WINDOW HEADER DTL09
0 6" 1'3"
SCALE 3" = 1'-0"
WINDOW SILL DTL05
0 2' 4' 8'
SCALE 1/4" = 1'-0"
ENLARGED WINDOW ELEVATION03
0 6" 1'3"
SCALE 3" = 1'-0"
WINDOW JAMB DETAIL07
-1 1-
T A
S K
B
-1 8-
CANOPY
8' - 6"
A4.11
A4.12
9'-3" 9'-3"
4' -7
1/ 2"
3' -9
NEW SEGMENTED BLOCK
RETAINING WALL
PAINTED BRICK VENEER ON CMU.
1'- 9"
CONT. MTL FASCIA
STL COLUMN
PRECAST CONC. CAP
LOUVER
3X3 GUTTER
DOWNSPOUT
DORMER
PRE FIN ROOF TO WALL FLASHING
A4.11
NO WORK
3x3 GUTTER
PREFINISHED
ALUMINUM SOFFIT
BEAM WRAP. SEE
2/4.12
DOWNSPOUT
PREFINISHED
ALUMINUM SOFFIT
DOWNSPOUT
18'-6"
1'-10 1/2" 9" 13'-3" 9" 1'-10 1/2"
'-1
1 1 /2
9"
1'-
1/ 2"
'-7
A4.11
6" / 1'-0" 6" / 1'-0"
1'
-0
6" / 1'-0" 6" / 1'-0"
18'-6"
3' -6
5' -9
" 4' -0
1/ 2"
7'-9 1/2"
5'-4 1/2" 3'-11" 3'-11" 5'-4"
1'-3 1/2"
1'-
1/ 2"
9' -3
6'
-4
3X3 MTL GUTTER
DORMER
STANDING SEAM
MTL ROOF.
'-7
MAIN LEVEL
0' - 0"
CANOPY
8' - 6"
A4.12
A4.12
A4.12
A4.12
MAIN LEVEL
0' - 0"
CANOPY
8' - 6"
3' -1
1 1 /2
1"
8' -6
'-6
1/ 2"
CONC. CAP
PAINTED BRICK
VENEER ON CMU.
NEW CONC. SLAB
STL COL. PER
STRUCT.
6' -8
2'-7 1/2"
DORMER
STANDING MTL ROOF
CONT. MTL FASCIA
DOWNSPOUT
3X3 PREFAB
MTL GUTTER.
9'-4 1/2" 2'-8"
'-2
16'-8"
'-8
A4.11
14'-0"
'-0
A4.11
1.51.5 1.7
1.8
A4.12
1'-10" 12'-2" 1'-10"
5" 1'-
'-2
1'-
DSDS
2'-0" 10'-0" 2'-0"
1'- 4"
1.161.16
1.19
1.19
1.20
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N a s h v il le , T
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IS
S
T
E
C H
E C
K E
D B
Y s h e e t o f
A
B
C
D
E
F
G
H
J
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1 2 3 4 5 6 7 8 9 10 11 12
A
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1/
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L A
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A N
O P
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A
.1
A T
, F V
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C H
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K E
R
R E
P A
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F
A C
A D
E B
U
IL
D
IN
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A T
B E
R R
Y A
IR
F
IE
L
D
G M
A
S
-3 1-
T A
S K
B
P R
O J
E C
T
B K
T Z
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N A
P P
B L
V D
, N A
S H
V
IL
L E
, T N
0 2' 4' 8'
SCALE 1/2" = 1'-0"
MAIN CANOPY - ELEVATION04
0 2' 4' 8'
SCALE 1/4" = 1'-0"
MAIN CANOPY - RCP02
0 2' 4' 8'
SCALE 1/4" = 1'-0"
MAIN CANOPY - ROOF PLAN03
0 2' 4' 8'
SCALE 1/2" = 1'-0"
MAIN CANOPY - SECTION06
0 1' 2' 4'
SCALE 1/2" = 1'-0"
MAIN CANOPY COLUMN05
0 2' 4' 8'
SCALE 1/4" = 1'-0"
ENLARGED MAIN CANOPY01
KEYNOTE LEGEND
KEYNOTE DESCRIPTION
1.5 NEW SLAB ON GRADE. SEE STRUCTURAL FOR DTLS.
1.7 NEW MASONRY COLUMN.
1.8 NEW MODULAR RETAINING WALL.
1.16 EXISTING SLAB OVER GRADE.
1.19 DOWNSPOUT & SPLASH BLOCK
1.20 PROVIDE 8" WIDE TURNDOWN AROUND PARAMETER OF SIDEWALK TO TOP OF NEW FOOTING. DOWEL NEW
CONC. INTO STEM WALLS W/ #4'S @ 12" O.C. (MIN 2 PER LOCATION)
FLOORPLAN KEYNOTES
-1 1-
T A
S K
B
-1 8-
PRECAST CONC CAP (SEALED)
STL. COL. PER STRUCT
(PRIME AND PNT W/2
COATS ENAMEL PNT)
BACKER ROD AND
SEALANT
2'-11 1/2"
2' -1
1 1 /2
PROVIDE 1/2" X 1/2" RAKED JOINT
AND FILL WITH SEALANT
CANOPY
8' - 6"
2'-1 1/2"
WATER & ICE SHIELD
MEMBRANE FLASHING
CONCELALED ROOF CLIP
MTL TRUSS
FIRE TREATED PLYWD. THICKNESS PER STRUCT.
STANDING SEAM MTL ROOF
PREFINISHED METAL GUTTER 3X3
18 GA FASCIA FLASHING
PREFINISHED ALUMINUM SOFFIT
STEEL BEAM PER STRUCT.
CONT 2X10 WD BLOCKING
5/8" GYP SHEATING
1 5/8" FRAMING TO MATCH
TRUSS SPACING
DOUBLE SIDED VHB TAPE @ 6" O.C.
18 GA. PREFINISHED MTL
PREFINISHED ALUMINUM
SOFFIT ON TRUSSES
STEEL COLUMN BEYOND
M
IN
1/ 2"
1/
2"
CUT JOINT AND FILL AND
EMBED FLASHING IN SEALANT
STEPPED RAKE FLASHING
CONT. SEALANT
M
IN
ROOFING PANEL TURNED UP WALL
WOVEN SYNTHETIC ROOF
UNDERLAYMENT
FT PLYWOOD
(THICKNESS PER STRUCT)
CONT. RAKE FLASHING
SET INTO JOINT
PRE ENGINEERED MTL TRUSS
DRIP EDGE
BACKER ROD AND SEALANT
FACE BRICK (PAINT). SIZE TO
MATCH EXITING BUILDING
PRODIVE ADJ. VENEER TIES AND
16" O.C. VERT & HORIZ.
PRECAST CONC. CAP (SEALED)
1/
2"
1/ 2"
1'-10"
2'-8"
1/2" BACKER ROD AND SEALANT
STL COL. PER STRUCT.
(PRIME AND PNT W/ 2
COATS ENAMEL PNT)
DAMPROOFING
WOVEN SYNTEHITC ROOF
UNDERLAYMENT
CONCEALED ROOF CLIP
FT PLYWOOD
(THICKNESS PER STRUCT.)
ZEE TIE CLOSURE
RIDGE CAP
STANDING SEAM MTL ROOF
PREENGINEERED MTL TRUSS
6" X 16" CMU GROUT FULL
MIN 1" AIR GAP
FACE BRICK (PNT)
STL COL.
ADJ. VENEER TIE @ 16" O.C.
HORIZ. & VERT.
1'-
2'-7 1/2"
DAMPPROOFING
EQEQ EQEQ
1'-
1'-10"
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0 1' 2'1/2'
SCALE 1 1/2" = 1'-0"
TYP CONC. CAP DTL04
0 1' 2'1/2'
SCALE 1 1/2" = 1'-0"
FASCIA & GUTTER DTL02
0 1' 2'1/2'
SCALE 1 1/2" = 1'-0"
TYP RAKE FLASHING DTL03
0 1' 2'1/2'
SCALE 1 1/2" = 1'-0"
TYP CAP SECTION DTL06
0 1' 2'1/2'
SCALE 1 1/2" = 1'-0"
MAIN CANOPY - RIDGE CAP DTL05
0 1' 2'1/2'
SCALE 1 1/2" = 1'-0"
MASONRY COLUMN STRUCTURE01
MASONRY ALTERNATE COURSING
NOTE:
ALTERNATE COURSES OF BRICK AS SHOWN
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A4.140
9' -3
1/ 2"
2'-7 1/2" 10'-4 1/2" 2'-7 1/2"
2' -7
1/ 2"
8' -3
'-1
1"
15'-7 1/2"
13'-0"
1/
2"
1'-4" 1'-4"
1.16
1.71.7
1.16
NO WORK
A4.14
EXISTING SIDEWALK
LINE OF CANOPY ABOVE
NEW SIDEWALK AS PART OF OPTION
1.20
MAIN LEVEL
0' - 0"
CANOPY
8' - 6"
A4.14
PAINTED BRICK
VENEER ON CMU.
CONT. MTL FASCIA
HHS COLUMN
CONC. CAP
3X3 GUTTER
DOWNSPOUT
4' -1
1/ 2"
8' -6
'-7
1/ 2"
16'-6 1/2"
8'-3" 8'-3"
MAIN LEVEL
0' - 0"
CANOPY
8' - 6"
A4.14
A4.12
SIM
A4.12
A4.12
Sim
A4.14
16'-6"
8'-3" 8'-3"
1'
-0
6" / 1'-0"6" / 1'-0"
3' -1
8'
-3
'-4
3X3 MTL GUTTER
STANDING SEAM
MTL ROOF.
DOWNSPOUT
A4.14
NO WORK
GUTTER
PREFINISHED
ALUMINUM SOFFIT
STRUCTURE
WRAP. SEE 2/4.12
DOWNSPOUT
PREFINISHED
ALUMINUM SOFFIT
1'-4 1/2" 9" 12'-3" 9" 1'-4 1/2"
16'-6"
1'-
1/ 2"
9" 9'
-2 1/
2"
'-4
1'-5 1/2"
WATER & ICE SHIELD
MEMBRANE FLASHING
CONCELALED ROOF CLIP
MTL TRUSS
STANDING SEAM MTL ROOF
PREFINISHED METAL GUTTER 3X3
18 GA FASCIA FLASHING
PREFINISHED ALUMINUM SOFFIT
STEEL BEAM PER STRUCT.
CONT 2X8 WD BLOCKING
5/8" GYP SHEATING
1 5/8" FRAMING TO MATCH
TRUSS SPACING
18 GA. PREFINISHED MTL
PREFINISHED ALUMINUM
SOFFIT ON TRUSSES
STEEL COLUMN BEYOND
MAIN LEVEL
0' - 0"
CANOPY
8' - 6"
4' -7
1/ 2"
1/
2" 3'
-4
8' -6
CONC. CAP
PAINTED BRICK
VENEER ON CMU.
NEW CONC. SLAB
STL COL. PER
STRUCT.
STL COL. PER STRUCT.
3X3 PREFAB
MTL GUTTER.
DOWNSPOUT
BASE PLATE PER
STRUCT.
PLAN LEGEND
LINES:
EXISTING MASONRY WALL
HATCHES:
NO WORK
NEW WALL WITH 3-5/8" MTL. STUDS AT
16" O.C. W/ 5/8" GYB BD. TO DECK ABOVE
ON BOTH SIDES.
EXISTING GYPSUM FINISH WALL
ANY AREAS DISTURBED BY CONSTRUCTION, TO BE
REGRADED W/ TOP SOIIL AND SEEDED AFTER WORK
IS COMPLETE
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0 2' 4' 8'
SCALE 1/4" = 1'-0"
ENLARGED DOOR CANOPY FLOORPLAN01
0 2' 4' 8'
SCALE 1/4" = 1'-0"
ENLARGED DOOR CANOPY ELEVATION04
0 1' 2' 4'
SCALE 1/2" = 1'-0"
SECTION DOOR CANOPY02
0 2' 4' 8'
SCALE 1/4" = 1'-0"
DOOR CANOPY ROOF PLAN06
0 2' 4' 8'
SCALE 1/4" = 1'-0"
DOOR CANOPY RCP05
0 1' 2'1/2'
SCALE 1 1/2" = 1'-0"
DOOR CANOPY FASCIA & GUTTER DTL07
0 1' 2' 4'
SCALE 1/2" = 1'-0"
DOOR CANOPY ELEVATION03
FLOORPLAN KEYNOTES
PLAN KEYNOTES
KEYNOTE DESCRIPTION
1.7 NEW MASONRY COLUMN.
1.16 EXISTING SLAB OVER GRADE.
1.20 PROVIDE 8" WIDE TURNDOWN AROUND PARAMETER OF SIDEWALK
TO TOP OF NEW FOOTING. DOWEL NEW CONC. INTO STEM WALLS
W/ #4'S @ 12" O.C. (MIN 2 PER LOCATION)
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5/8" GYPSUM BOARD
WALL FINISH - SEE SCHEDULE
METAL STUD BOX HEADER
FRAMING ANCHORS AT
JAMB
HOLLOW METAL FRAME WITH
DOUBLE BACKBEND
WHERE BORROWED LITES
OCCUR, PROVIDE 5/8"x5/8"x16
GA. STOP AT SECURED SIDE
GLASS/CERAMIC WHERE
OCCURS
DOOR AS SCHEDULED
WALL WIDTH
5/8" GYPSUM BOARD
WALL FINISH - SEE SCHEDULE
METAL STUDS AT 16" O.C. WITH
DOUBLE STUDS AT JAMBS,
TYPICAL
FRAMING ANCHORS AT
JAMB
HOLLOW METAL FRAME WITH
DOUBLE BACKBEND
WHERE BORROWED LITES
OCCUR, PROVIDE 5/8"x5/8"x16
GA. STOP AT SECURED SIDE
GLASS/CERAMIC WHERE
OCCURS
DOOR AS SCHEDULED
WALL WIDTH
FRAME WIDTH
HM-1
SEE SCHED.
SE
E
SC
H
ED
DOOR TYPES SCALE 1/2" = 1'-0" FRAME TYPES SCALE 1/2" = 1'-0"
HMF-1
SE
E
SC
H
ED
2"
2" SEE SCHED. 2"
EXIST. BRICK
VENEER
VERT TRACK ASSEMBLY
EXISTING MTL. LINTEL
DOOR TRACK BEYOND
EXISTING STL BEAM
DOOR HEAD PLATE
EXIST. 8" CMU
OVERHEAD COILING
DOOR AS SCHEDULED
EXIST. CMU
EXIST. FILL CONC. JAMB
OVERHEAD
COILING DOOR AS
SCHEDULED
ANGLES AND
GUIDES BY
DOOR
MANUFACTURE
R
STEEL SUPPORT ANGLE AND
ANCHORS AS RECOMMENDED
BY ROLL-UP DOOR
MANUFACTURER
EXIST. BRICK VENEER
EXIST. MTL JAMB
12'-0"1'-0"3'-4"1'-10 1/2"
'-6
A6.01
A6.01
A
4'-0"
WINDOW TYPE SCALE 1/2" = 1'-0"
3' -0
4'
-0
A6.01
SIM
A6.01
SIM
A6.01
5/8" GYP BOARD. (BOTH SIDES)
SEE SPEC. FOR FINISH
METAL STUDS AT 16" O.C.
TYPICAL
HOLLOW METAL FRAME WITH
DOUBLE BACKBEND
SCREW
GLASS AS SCHEDULED
WALL WIDTH
STOPPER
BACKER ROD & SEALANT.
(BOTH SIDES)
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DOOR SCHEDULE
Door
Number Room Name
Door Frame Fire
Rating Hardware Set Head Jamb CommentsWidth Height Thk Mat'l Finish Mat'l Finish
100 TMO 3' - 0" 6' - 10" 1 3/4" H.M. PAINT HM-F PAINT N/A 01 01/A6.01 02/A6.01
100A MECHANICAL 3' - 0" 7' - 0" 1 3/4" H.M. PAINT HM-F PAINT N/A 02 01/A6.01 02/A6.01
OH 001 TMO STORAGE 12' - 0" 12' - 0" 1' - 0" N/A 06/A6.01 05/A6.01
S102 7' - 0" 8' - 0" 1 3/4" H.M. PAINT HM-F PAINT N/A 03 07/A4.03 09/A4.03 UFC 4-010-01 / Maglock & Card Reader
0 6" 1'3"
SCALE 3" = 1'-0"
DOOR HEAD DTL01
0 6" 1'3"
SCALE 3" = 1'-0"
DOOR JAMB DTL02
0 6" 1'3"
SCALE 3" = 1'-0"
O.H. DOOR HEAD DTL06
0 6" 1'3"
SCALE 3" = 1'-0"
O.H. DOOR JAMB DTL05
0 2' 4' 8'
SCALE 1/4" = 1'-0"
O.H. DOOR ELEVATION03
0 6" 1'3"
SCALE 3" = 1'-0"
WINDOW SILL DTL04
HARDWARE SET 01
3 HEAVY DUTY HINGES
1 OFFICE FUNTION W/ CYLINDRICAL LATCHSETT
1 DOOR CLOSER
1 COORDINATOR
2 KICK PLATE
1 WALL STOP
2 SILENCERS
1 CYLINDER CORE
ALL LATCHSETS TO HAVE CHANGEABLE CORES
NOTE:
HARDWARE SET 02
3 HEAVY DUTY HINGES
1 STORE ROOM FUNTION W/ CYLINDRICAL LATCHSET
1 DOOR CLOSER
1 COORDINATOR
2 KICK PLATE
1 WALL STOP
2 SILENCERS
1 CYLINDER CORE
APPROVED MANUFACTURERS
STANLEY
BEST
TRIMCO
HAGER
ASSA ABLOY COMPANIES
HARDWARE SET 03
1 FULL MORTISE LOCKSET - FRONT DOOR FUNCTION
(SINGLE CYLINDER WITH DEADBOLT)
2 CLOSERS WITH HOLD OPEN
1 COORDINATOR
WEATHER STRIPPING
TOP AND BOTTOM MANUAL FLUSH BOLTS
INTERLOCKING WEATHER PROOF DOOR BOTTOM
NOTE: ALL HARDWARE TO BE GRADE 1 AT
BLAST RESISTANT DOOR.
HERITAGE ROOM(PAIR)
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1. MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND SUBJECT TO REQUIREMENTS OF
ARCHITECTURAL DRAWINGS AND CONDITIONS EXISTING IN THE FIELD. MECHANICAL
DRAWINGS INDICATE GENERALLY THE LOCATION OF COMPONENTS AND ARE NOT INTENDED
TO SHOW ALL FITTINGS OR ALL DETAILS OF THE WORK TO BE PERFORMED.
2. FOLLOW THE DRAWINGS CLOSELY, COORDINATE DIMENSIONS WITH ARCHITECTURAL
DRAWINGS AND FIELD CONDITIONS. DO NOT SCALE MECHANICAL DRAWINGS FOR LOCATIONS
OF SYSTEM COMPONENTS.
3. COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH ARCHITECTURAL,
STRUCTURAL, CIVIL, ELECTRICAL WORK, ETC., SHOWN ON OTHER CONTRACT DOCUMENT
DRAWINGS.
4. MAKE NO CHANGES WITHOUT THE DESIGNER'S…
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