DATE DESCRIPTION Issue Dates: Issue for Pricing / Bidding ...
BROOK ROAD AT WESTWOOD AVENUE
Richmond, VA
PRINT RECORD
DATE
DESCRIPTION
NOTE:
727+(%(672)7+($5&+,7(&7?6.12:/('*( THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODE REQUIREMENTS.
REV DATE
REVISION RECORD
DESCRIPTION
Drawn By: Checked By:
Date Plotted: 2 June 2015
Issue Dates:
Issue for Pricing / Bidding:
Issue for Permit Application:
Issue for Construction:
Revisions: # DATE COMMENTS
C 2013 by Humphreys & Partners Architects / Florida L.L.C. All Rights Reserved The architectural works depicted herein are the sole property of Humphreys & Partners Architects, L.P. and may not be constructed or used without its express written permission. No permission to modify or reproduce any of the architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the building depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due Humphreys & Partners Architects, L.P. and, in the absence of any written agreement to the contrary, is limited to a one-time use on the site indicated on these plans.
RICHMOND, VA
BRISTOL DEVELOPMENT GROUP
ARCHITECT:
HUMPHREYS & PARTNERS ARCHITECTS | FLORIDA LLC
561 EAST HORATIO AVENUE MAITLAND, FLORIDA 32751 407.339.9323 | 407.339.8266 FAX
DALLAS - CHARLOTTE - IRVINE -LAS VEGAS - NEW ORLEANS - ORLANDO WWW.
ARCHITECT OF RECORD - MARTIN W. KOCH
CONTRACTOR FORTUNE JOHNSON 8605 WESTWOOD CENTER DRIVE
SUITE 505 VIENNA, VA 22182 CONTACT: MICHAEL MITCHELL PHONE: 571-385-2995
E-MAIL: mmitchell@fortune-
LANDSCAPE ARCHITECT TIMMONS GROUP
1001 BOULDERS PARKWAY SUITE 300
RICHMOND, VA 23225 CONTACT: CHRIS SIBOLD PHONE: 804-200-6500
E-MAIL: chris.sibold@
INTERIOR DESIGN
VICINITY MAP
OWNER:
BRISTOL DEVELOPMENT GROUP
381 MALLORY STATION RD SUITE 204
RICHMOND, VA 23225
7(/???
STRUCTURAL ENGINEER ADVANCED STRUCTURAL DESIGN
1265 S. SEMORAN BLVD. SUITE 1201
WINTER PARK, FL 32792
CONTACT: JOHN BAILES PHONE: 407-677-5836
FAX: 407-677-5894
MEP ENGINEER MIGRE ENGINEERS, LLC 155 EAST WILDMERE AVE
SUITE 1021 LONGWOOD, FL 32750 CONTACT: MIKE DODANE
PHONE: 407-636-7999
E-MAIL: mike@migre-
CIVIL ENGINEER TIMMONS GROUP 1001 BOULDERS PARKWAY
SUITE 300 RICHMOND, VA 23225 CONTACT: CHRIS SIBOLD PHONE: 804-200-6500
E-MAIL: chris.sibold@
AUTHORITY HAVING JURISDICTION
CITY OF RICHMOND, VA 900 E. BROAD ST. ROOM 110
RICHMOND, VA 23219
BUILDING OFFICIAL: PHONE: 804-646-1569
FAX: E-MAIL:
POD SUBMITTAL - 06-03-2015
HUMPHREYS & PARTNERS
ARCHITECTS / FLORIDA LLC
DALLAS - ORLANDO -NEWPORT - NEW ORLEANS
. .
SHEET CONTENTS:
COVER SHEET
SHEET NO.
A-0.00
2013068
F:\2013 Projects\2013068 BRISTOL Richmond Seminary\Drawings\2013068A000.dwg
55'-1121"
UNIT B2-L
SEE SHEET A-3.21 FOR ENLARGED UNIT PLAN AND NOTES
106'-421"
GENERAL NOTES:
1. REFER TO SHEET A-3.00 FOR DOOR SCHEDULE 2. REFER TO SHEET A-3.01 FOR WINDOW SCHEDULE.
WINDOW TYPES TO BE COORDINATED WITH ELEVATION. 3. REFER TO MEP FOR SMOKE , CO2 DETECTORS AND FIRE
DETECTION 4. REFER TO SHEET A-103 FOR WALL TYPES.
LEGEND:
CL
CENTER LINE
X
WALL TYPES
FLOOR ELEVATION
FE
FIRE EXTINGUISHER - PROVIDE A
2A:10B:C AT EACH GARAGE AND
STORAGE ROOM OR LOCATE PER
AUTHORITY HAVING JURISDICTION
CONDENSER UNIT
1HR
1HR
1HR
1HR
1 HOUR RATED WALLS
Drawn By: Checked By:
Date Plotted: 2 June 2015
Issue Dates:
Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction:
Revisions: # DATE COMMENTS
50'-5"
C 2013 by Humphreys & Partners Architects / Florida L.L.C. All Rights Reserved
The architectural works depicted herein are the sole property of Humphreys & Partners Architects, L.P. and may not be constructed or used without its express written permission. No permission to modify or reproduce any of the architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the building depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due Humphreys & Partners Architects, L.P. and, in the absence of any written agreement to the contrary, is limited to a one-time use on the site indicated on these plans.
UNIT B2-L
SEE SHEET A-3.21 FOR ENLARGED UNIT PLAN AND NOTES
RICHMOND, VA
BRISTOL DEVELOPMENT GROUP
36'-821"
36'-821"
POD SUBMITTAL - 06-03-2015
HUMPHREYS & PARTNERS
ARCHITECTS / FLORIDA LLC
DALLAS - ORLANDO -NEWPORT - NEW ORLEANS
78'-921"
76'-6"
39'-921"
GARAGE 7
UNIT B2-U
GARAGE 1
UNIT B1-U
GARAGE 2
UNIT B2-U
GARAGE 3
UNIT B2-L
GARAGE 4
UNIT A2-U
GARAGE 5
UNIT B2-L
GARAGE 6
UNIT B1-U
42'-1"
38'-5"
29'-7" 104'-221"
1 BUILDING TYPE I - FIRST FLOOR PLAN SCALE: 1/8" = 1'-0" (BUILDING #1, 2, 4,5 & 6 ON SITE PLAN)
36'-221"
NOTE: REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL & BEARING WALL INFORMATION & LOCATIONS.
NOTE: UNITS MAY BE OPPOSITE HAND. SEE BUILDING PLANS FOR LOCATIONS. SEE ELEVATIONS FOR LOCATION OF EXTERIOR FINISHES.
. .
SHEET CONTENTS:
BUILDING TYPE I FIRST FLOOR PLAN
SHEET NO.
A-4.11
2013068
F:\2013 Projects\2013068 BRISTOL Richmond Seminary\Drawings\2013068A411.dwg
55'-1121"
UNIT B2-U
SEE SHEET A-3.22 FOR ENLARGED UNIT PLAN AND NOTES
106'-421"
GENERAL NOTES:
1. REFER TO SHEET A-3.00 FOR DOOR SCHEDULE 2. REFER TO SHEET A-3.01 FOR WINDOW SCHEDULE.
WINDOW TYPES TO BE COORDINATED WITH ELEVATION. 3. REFER TO MEP FOR SMOKE , CO2 DETECTORS AND FIRE
DETECTION 4. REFER TO SHEET A-103 FOR WALL TYPES.
LEGEND:
CL
CENTER LINE
X
WALL TYPES
FLOOR ELEVATION
FE
FIRE EXTINGUISHER - PROVIDE A
2A:10B:C AT EACH GARAGE AND
STORAGE ROOM OR LOCATE PER
AUTHORITY HAVING JURISDICTION
CONDENSER UNIT
1HR
1HR
1HR
1HR
1 HOUR RATED WALLS
Drawn By: Checked By:
Date Plotted: 2 June 2015
Issue Dates:
Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction:
Revisions: # DATE COMMENTS
48'-7"
C 2013 by Humphreys & Partners Architects / Florida L.L.C. All Rights Reserved
The architectural works depicted herein are the sole property of Humphreys & Partners Architects, L.P. and may not be constructed or used without its express written permission. No permission to modify or reproduce any of the architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the building depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due Humphreys & Partners Architects, L.P. and, in the absence of any written agreement to the contrary, is limited to a one-time use on the site indicated on these plans.
UNIT B2-U
SEE SHEET A-3.22 FOR ENLARGED UNIT PLAN AND NOTES
RICHMOND, VA
BRISTOL DEVELOPMENT GROUP
36'-821"
36'-821"
71'-1"
POD SUBMITTAL - 06-03-2015
HUMPHREYS & PARTNERS
ARCHITECTS / FLORIDA LLC
DALLAS - ORLANDO -NEWPORT - NEW ORLEANS
74'-1"
34'-421"
F:\2013 Projects\2013068 BRISTOL Richmond Seminary\Drawings\2013068A412.dwg
UNIT B1-U-ALT
SEE SHEET A-3.21 FOR ENLARGED UNIT PLAN AND NOTES
UNIT A2-U ALT
SEE SHEET A-3.13 FOR ENLARGED UNIT PLAN AND NOTES
UNIT B1-U
SEE SHEET A-3.20 FOR ENLARGED UNIT PLAN AND NOTES
37'-421"
29'-7" 101'-4"
1 BUILDING TYPE I - SECOND FLOOR PLAN SCALE: 1/8" = 1'-0"
34'-421"
NOTE: REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL & BEARING WALL INFORMATION & LOCATIONS.
NOTE: UNITS MAY BE OPPOSITE HAND. SEE BUILDING PLANS FOR LOCATIONS. SEE ELEVATIONS FOR LOCATION OF EXTERIOR FINISHES.
37'-421"
. .
SHEET CONTENTS:
BUILDING TYPE I SECOND FLOOR PLAN
SHEET NO.
A-4.12
2013068
F:\2013 Projects\2013068 BRISTOL Richmond Seminary\Drawings\2013068A414.dwg
METAL ROOF
METAL RAILING DECORATIVE TRIM
METAL ROOF CEMENTITIOUS SIDING
BRICK CHIMNEY DECORATIVE SHUTTER ARCHITECTURAL SHINGLE
12 8
12 8
DORMER METAL RAILING ARCHITECTURAL SHINGLE CEMENTITIOUS SIDING
12 8
12
12
8
8
4 BUILDING TYPE I - REAR ELEVATION SCALE: 1/8" = 1'-0"
DECORATIVE SHUTTER
BRICK CHIMNEY DECORATIVE TRIM
LEGEND
RIDGE VENT ( NET FREE AIR FLOW: 18 SQ. IN) VINYL SOFFIT VENT ( NET FREE AIR FLOW: 9 SQ. IN.) ATTIC ACCESS (ATTIC ACCESS DOOR TO BE 1-HR. RATED DOOR)
5" GUTTER (K-STYLE) DOWNSPOUTS (DS) DRAFTSTOP 14-1/2"X14-1/2" GRAVITY VENT (NET FREE AIR FLOW: 150 SQ. IN)
GRACE ICE AND WATER SHIELD(SELF-ADHERED) OR EQUAL NOTES: ALL SHEET METAL AT ROOFS SHALL BE A MINIMUM OF 26 GAUGE.
Drawn By: Checked By:
Date Plotted: 3 June 2015
Issue Dates:
Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction:
Revisions: # DATE COMMENTS
12
12
4
4
BRICK CHIMNEY DECORATIVE SHUTTER ARCHITECTURAL SHINGLE
19'-8-3/4" TRUSS BEARING
10'-7-3/4" TOP OF DECKING 9'-1" TRUSS BEARING
0'-0" TOP OF SLAB
METAL RAILING DECORATIVE TRIM
C 2013 by Humphreys & Partners Architects / Florida L.L.C. All Rights Reserved
The architectural works depicted herein are the sole property of Humphreys & Partners Architects, L.P. and may not be constructed or used without its express written permission. No permission to modify or reproduce any of the architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the building depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due Humphreys & Partners Architects, L.P. and, in the absence of any written agreement to the contrary, is limited to a one-time use on the site indicated on these plans.
RICHMOND, VA
BRISTOL DEVELOPMENT GROUP
12 8
2 BUILDING TYPE I - RIGHT ELEVATION SCALE: 1/8" = 1'-0"
12
12
12
8
8
8
19'-8-3/4" TRUSS BEARING
BRICK VENEER
10'-7-3/4" TOP OF DECKING 9'-1" TRUSS BEARING
CEMENTITIOUS SIDING DECORATIVE FIXTURE
0'-0" TOP OF SLAB
12 8
12 8
12 4
METAL ROOF CEMENTITIOUS SIDING
3 BUILDING TYPE I - LEFT ELEVATION SCALE: 1/8" = 1'-0"
METAL RAILING DECORATIVE FIXTURE
DORMER DECORATIVE SHUTTER ARCHITECTURAL SHINGLE CEMENTITIOUS SIDING
12 8
12 8
BRICK CHIMNEY DECORATIVE TRIM
12 8
12 4
19'-8-3/4" TRUSS BEARING
METAL ROOF
10'-7-3/4" TOP OF DECKING 9'-1" TRUSS BEARING
METAL RAILING DECORATIVE FIXTURE
1 BUILDING TYPE I - FRONT ELEVATION SCALE: 1/8" = 1'-0"
CEMENTITIOUS SIDING BRICK VENEER
0'-0" TOP OF SLAB
BRICK VENEER
12 4
19'-8-3/4" TRUSS BEARING
10'-7-3/4" TOP OF DECKING 9'-1" TRUSS BEARING
0'-0" TOP OF SLAB
POD SUBMITTAL - 06-03-2015
HUMPHREYS & PARTNERS
ARCHITECTS / FLORIDA LLC
DALLAS - ORLANDO -NEWPORT - NEW ORLEANS
. .
SHEET CONTENTS:
BUILDING TYPE I ELEVATIONS
SHEET NO.
A-4.14
2013068
50'-5"
UNIT B2-L
SEE SHEET A-3.22 FOR ENLARGED UNIT PLAN AND NOTES
135'-1121" 30'-9"
UNIT A1-L
SEE SHEET A-3.11 FOR ENLARGED UNIT PLAN AND NOTES
36'-821"
GENERAL NOTES:
1. REFER TO SHEET A-3.00 FOR DOOR SCHEDULE 2. REFER TO SHEET A-3.01 FOR WINDOW SCHEDULE.
WINDOW TYPES TO BE COORDINATED WITH ELEVATION. 3. REFER TO MEP FOR SMOKE , CO2 DETECTORS AND FIRE
DETECTION 4. REFER TO SHEET A-103 FOR WALL TYPES.
LEGEND:
CL
CENTER LINE
X
WALL TYPES
FLOOR ELEVATION
FE
FIRE EXTINGUISHER - PROVIDE A
2A:10B:C AT EACH GARAGE AND
STORAGE ROOM OR LOCATE PER
AUTHORITY HAVING JURISDICTION
CONDENSER UNIT
1HR
1HR
1HR
1HR
1 HOUR RATED WALLS
Drawn By: Checked By:
Date Plotted: 2 June 2015
Issue Dates:
Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction:
Revisions: # DATE COMMENTS
54'-921"
C 2013 by Humphreys & Partners Architects / Florida L.L.C. All Rights Reserved
The architectural works depicted herein are the sole property of Humphreys & Partners Architects, L.P. and may not be constructed or used without its express written permission. No permission to modify or reproduce any of the architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the building depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due Humphreys & Partners Architects, L.P. and, in the absence of any written agreement to the contrary, is limited to a one-time use on the site indicated on these plans.
UNIT B2-L
SEE SHEET A-3.22 FOR ENLARGED UNIT PLAN AND NOTES
RICHMOND, VA
BRISTOL DEVELOPMENT GROUP
36'-821"
POD SUBMITTAL - 06-03-2015
HUMPHREYS & PARTNERS
ARCHITECTS / FLORIDA LLC
DALLAS - ORLANDO -NEWPORT - NEW ORLEANS
76'-6"
78'-921"
42'-1"
F:\2013 Projects\2013068 BRISTOL Richmond Seminary\Drawings\2013068A421.dwg
GARAGE 1
UNIT B2-U
GARAGE 2
UNIT B1-U
GARAGE 3
UNIT B2-L
GARAGE 4
UNIT A2-U
GARAGE 5
UNIT A1-U
GARAGE 6
UNIT A1-L ANSI
GARAGE 7
UNIT B2-L ANSI
GARAGE 8
UNIT B2-U
39'-921"
36'-2"
27'-5"
4'-5" 136'-5"
1 BUILDING TYPE II - FIRST FLOOR PLAN SCALE: 1/8" = 1'-0"
39'-721"
28'-921"
NOTE: REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL & BEARING WALL INFORMATION & LOCATIONS.
NOTE: UNITS MAY BE OPPOSITE HAND. SEE BUILDING PLANS FOR LOCATIONS. SEE ELEVATIONS FOR LOCATION OF EXTERIOR FINISHES.
. .
SHEET CONTENTS:
BUILDING TYPE II FIRST FLOOR PLAN
SHEET NO.
A-4.21
2013068
47'-8"
UNIT B2-U
SEE SHEET A-3.23 FOR ENLARGED UNIT PLAN AND NOTES
133'-221" 30'-9"
UNIT A1-U
SEE SHEET A-3.11 FOR ENLARGED UNIT PLAN AND NOTES
36'-821"
GENERAL NOTES:
1. REFER TO SHEET A-3.00 FOR DOOR SCHEDULE 2. REFER TO SHEET A-3.01 FOR WINDOW SCHEDULE.
WINDOW TYPES TO BE COORDINATED WITH ELEVATION. 3. REFER TO MEP FOR SMOKE , CO2 DETECTORS AND FIRE
DETECTION 4. REFER TO SHEET A-103 FOR WALL TYPES.
LEGEND:
CL
CENTER LINE
X
WALL TYPES
FLOOR ELEVATION
FE
FIRE EXTINGUISHER - PROVIDE A
2A:10B:C AT EACH GARAGE AND
STORAGE ROOM OR LOCATE PER
AUTHORITY HAVING JURISDICTION
CONDENSER UNIT
1HR
1HR
1HR
1HR
1 HOUR RATED WALLS
Drawn By: Checked By:
Date Plotted: 2 June 2015
Issue Dates:
Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction:
Revisions: # DATE COMMENTS
54'-921"
C 2013 by Humphreys & Partners Architects / Florida L.L.C. All Rights Reserved
The architectural works depicted herein are the sole property of Humphreys & Partners Architects, L.P. and may not be constructed or used without its express written permission. No permission to modify or reproduce any of the architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the building depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due Humphreys & Partners Architects, L.P. and, in the absence of any written agreement to the contrary, is limited to a one-time use on the site indicated on these plans.
UNIT B2-U
SEE SHEET A-3.23 FOR ENLARGED UNIT PLAN AND NOTES
RICHMOND, VA
BRISTOL DEVELOPMENT GROUP
36'-821"
71'-1"
POD SUBMITTAL - 06-03-2015
HUMPHREYS & PARTNERS
ARCHITECTS / FLORIDA LLC
DALLAS - ORLANDO -NEWPORT - NEW ORLEANS
74'-1"
37'-421"
F:\2013 Projects\2013068 BRISTOL Richmond Seminary\Drawings\2013068A422.dwg
UNIT B1-U-ALT
SEE SHEET A-3.21 FOR ENLARGED UNIT PLAN AND NOTES
34'-421"
UNIT A2-U
SEE SHEET A-3.12 FOR ENLARGED UNIT PLAN AND NOTES
UNIT A2-U
SEE SHEET A-3.12 FOR ENLARGED UNIT PLAN AND NOTES
29'-7"
134'-121"
29'-7"
1 BUILDING TYPE II - SECOND FLOOR PLAN SCALE: 1/8" = 1'-0"
UNIT B1-U
SEE SHEET A-3.20 FOR ENLARGED UNIT PLAN AND NOTES
37'-421"
3'-221"
NOTE: REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL & BEARING WALL INFORMATION & LOCATIONS.
NOTE: UNITS MAY BE OPPOSITE HAND. SEE BUILDING PLANS FOR LOCATIONS. SEE ELEVATIONS FOR LOCATION OF EXTERIOR FINISHES.
34'-421"
. .
SHEET CONTENTS:
BUILDING TYPE II SECOND FLOOR PLAN
SHEET NO.
A-4.22
2013068
F:\2013 Projects\2013068 BRISTOL Richmond Seminary\Drawings\2013068A424.dwg
12 8
12 8
12 4
BRICK CHIMNEY
BRICK CHIMNEY DECORATIVE SHUTTER ARCHITECTURAL SHINGLE
BRICK VENEER METAL RAILING DECORATIVE FIXTURE
4 BUILDING TYPE II - REAR ELEVATION SCALE: 1/8" = 1'-0"
12
12
8
8
19'-8-3/4" TRUSS BEARING
12
10'-7-3/4"
4
TOP OF DECKING
12 4
9'-1" TRUSS BEARING
2 BUILDING TYPE II - LEFT ELEVATION SCALE: 1/8" = 1'-0"
METAL ROOF CEMENTITIOUS SIDING
0'-0" TOP OF SLAB
12 8
12 8
12 4
METAL RAILING DECORATIVE TRIM
12 8
12
8
12
8
12 4
METAL ROOF CEMENTITIOUS SIDING DECORATIVE SHUTTER
ARCHITECTURAL SHINGLE METAL RAILING DECORATIVE TRIM
12 8
3 BUILDING TYPE II - RIGHT ELEVATION SCALE: 1/8" = 1'-0"
ARCHITECTURAL SHINGLE METAL RAILING DECORATIVE TRIM
12 8
BRICK VENEER METAL ROOF CEMENTITIOUS SIDING
1 BUILDING TYPE II - FRONT ELEVATION SCALE: 1/8" = 1'-0"
DECORATIVE SHUTTER
METAL ROOF CEMENTITIOUS SIDING
DECORATIVE FIXTURE
19'-8-3/4" TRUSS BEARING
10'-7-3/4" TOP OF DECKING 9'-1" TRUSS BEARING
0'-0" TOP OF SLAB
LEGEND
RIDGE VENT ( NET FREE AIR FLOW: 18 SQ. IN) VINYL SOFFIT VENT ( NET FREE AIR FLOW: 9 SQ. IN.) ATTIC ACCESS (ATTIC ACCESS DOOR TO BE 1-HR. RATED DOOR)
5" GUTTER (K-STYLE) DOWNSPOUTS (DS) DRAFTSTOP 14-1/2"X14-1/2" GRAVITY VENT (NET FREE AIR FLOW: 150 SQ. IN)
GRACE ICE AND WATER SHIELD(SELF-ADHERED) OR EQUAL NOTES: ALL SHEET METAL AT ROOFS SHALL BE A MINIMUM OF 26 GAUGE.
BRICK CHIMNEY
Drawn By: Checked By:
Date Plotted: 3 June 2015
Issue Dates:
Issue for Pricing / Bidding:
Issue for Permit Application:
Issue for Construction:
Revisions: # DATE COMMENTS
C 2013 by Humphreys & Partners Architects / Florida L.L.C. All Rights Reserved The architectural works depicted herein are the sole property of Humphreys & Partners Architects, L.P. and may not be constructed or used without its express written permission. No permission to modify or reproduce any of the architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the building depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due Humphreys & Partners Architects, L.P. and, in the absence of any written agreement to the contrary, is limited to a one-time use on the site indicated on these plans.
RICHMOND, VA
BRISTOL DEVELOPMENT GROUP
12 8
19'-8-3/4" TRUSS BEARING
10'-7-3/4" TOP OF DECKING 9'-1" TRUSS BEARING
0'-0" TOP OF SLAB METAL RAILING
. .
POD SUBMITTAL - 06-03-2015
HUMPHREYS & PARTNERS
ARCHITECTS / FLORIDA LLC
DALLAS - ORLANDO -NEWPORT - NEW ORLEANS
19'-8-3/4" TRUSS BEARING
10'-7-3/4" TOP OF DECKING 9'-1" TRUSS BEARING
0'-0" TOP OF SLAB
SHEET CONTENTS:
BUILDING TYPE II ELEVATIONS
SHEET NO.
A-4.24
2013068
35'-1"
25'-1"
25'-021"
170'-5"
25'-021"
GENERAL NOTES:
1. REFER TO SHEET A-3.00 FOR DOOR SCHEDULE 2. REFER TO SHEET A-3.01 FOR WINDOW SCHEDULE.
WINDOW TYPES TO BE COORDINATED WITH ELEVATION. 3. REFER TO MEP FOR SMOKE , CO2 DETECTORS AND FIRE
DETECTION 4. REFER TO SHEET A-103 FOR WALL TYPES.
LEGEND:
CL
CENTER LINE
X
WALL TYPES
FLOOR ELEVATION
FE
FIRE EXTINGUISHER - PROVIDE A
2A:10B:C AT EACH GARAGE AND
STORAGE ROOM OR LOCATE PER
AUTHORITY HAVING JURISDICTION
CONDENSER UNIT
1HR
1HR
1HR
1HR
1 HOUR RATED WALLS
Drawn By: Checked By:
Date Plotted: 2 June 2015
Issue Dates:
Issue for Pricing / Bidding: Issue for Permit Application: Issue for Construction:
Revisions: # DATE COMMENTS
25'-1"
35'-1"
C 2013 by Humphreys & Partners Architects / Florida L.L.C. All Rights Reserved
The architectural works depicted herein are the sole property of Humphreys & Partners Architects, L.P. and may not be constructed or used without its express written permission. No permission to modify or reproduce any of the architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the building depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due Humphreys & Partners Architects, L.P. and, in the absence of any written agreement to the contrary, is limited to a one-time use on the site indicated on these plans.
RICHMOND, VA
BRISTOL DEVELOPMENT GROUP
UNIT B5
SEE SHEET A-3.26 FOR ENLARGED UNIT PLAN AND NOTES
UNIT A6
SEE SHEET A-3.17 FOR ENLARGED UNIT PLAN AND NOTES
MECH.
UNIT A3
SEE SHEET A-3.14 FOR ENLARGED UNIT PLAN AND NOTES
UNIT A3
SEE SHEET A-3.14 FOR ENLARGED UNIT PLAN AND NOTES
UNIT A6
SEE SHEET A-3.17 FOR ENLARGED UNIT PLAN AND NOTES
MECH.
UNIT B5
SEE SHEET A-3.26 FOR ENLARGED UNIT PLAN AND NOTES
UNIT B4
SEE SHEET A-3.25 FOR ENLARGED UNIT PLAN AND NOTES
UNIT B3
SEE SHEET A-3.24 FOR ENLARGED UNIT PLAN AND NOTES
UNIT B3
SEE SHEET A-3.24 FOR ENLARGED UNIT PLAN AND NOTES
UNIT B4
SEE SHEET A-3.25 FOR ENLARGED UNIT PLAN AND NOTES
34'-121"
11'-10" 89'-2"
43'-221"
. .
43'-221"
89'-2" 11'-10"
POD SUBMITTAL - 06-03-2015
HUMPHREYS & PARTNERS
ARCHITECTS / FLORIDA LLC
DALLAS - ORLANDO -NEWPORT - NEW ORLEANS
34'-121"
F:\2013 Projects\2013068 BRISTOL Richmond Seminary\Drawings\2013068A431.dwg
41'-11"
25'-1"
20'-6" 154'-6"
25'-1"
1 BUILDING TYPE III - FIRST FLOOR PLAN SCALE: 1/8" = 1'-0"
41'-11"
NOTE: REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL & BEARING WALL INFORMATION & LOCATIONS.
NOTE: UNITS MAY BE OPPOSITE HAND. SEE BUILDING PLANS FOR LOCATIONS. SEE ELEVATIONS FOR LOCATION OF EXTERIOR FINISHES.
SHEET CONTENTS:
BUILDING TYPE III FIRST FLOOR PLAN
SHEET NO.
A-4.31
2013068
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