502 north market

Scale
Project number
Date
Drawn by
Checked by
The Pryor Bacon Company
4295 Cromwell Road, Suite 311
Chattanooga, TN 37421
Phone: (423) 855-5555
Pryor Bacon - Owner, Developer
Chattanooga, Tn. 37421
(423) 855-5555
pbacon@pryorbacon.com
Andy Oliveira - Project Manager
(423) 855-5555
andy@pryorbacon.com
James Richardson - Draftsman
(423) 855-5555
newnormaljames@gmail.com
Nino Piccolo - Architect
(423) 855-5555
ninopiccolo@bellsouth.net
Scott Hudson - Engineer
310 Dodds Avenue
(423) 698-6675
scott.hudson@marchadams.com
A0.0
COVER SHEET
Project Number
Chattanooga, Tennessee
502 N. Market Street
8/15/2014
Author
Checker
SHEET LIST - ARCHITECTURAL
Sheet
Number Sheet Name
A0.0 COVER SHEET
A1.0 SITE PLAN
A1.1 FIRST FLOOR PLAN
A1.2 ROOF PLAN
A2.1 EXTERIOR ELEVATIONS
A3.1 BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.1 WALL DETAILS
A4.2 STOREFRONT DETAILS
PROJECT INFORMATION
NAME OF PROJECT: 502 NORTH MARKET
ADDRESS: 502 NORTH MARKET STREET, CHATTANOOGA, TN.
PROPOSED USE: MERCANTILE
OWNER/ CONTACT PERSON: PRYOR BACON, PRYOR BACON COMPANY (423-855-5555)
CODE ENFORCEMENT JURISDICTION: 2012 INTERNATIONAL BUILDING CODE
2009 INTERNATIONAL ENERGY CONSERVATION CODE
2011 NATIONAL ELECTRICAL CODE
2012 INTERNATIONAL MECHANICAL CODE
DESIGNER OF RECORD
DESIGNER NAME TELEPHONE
ARCHITECTURAL NINO PICCOLO (423) 463-4179
STRUCTURAL MARCH ADAMS (423) 698-6675
ELECTRICAL MARCH ADAMS (423) 698-6675
PLUMBING MARCH ADAMS (423) 698-6675
MECHANICAL MARCH ADAMS (423) 698-6675
SPRINKLER/ STANDPIPE N/A
FIRE ALARM N/A
BUILDING DATA
OCCUPANCY GROUP M MERCANTILE
SUBCLASSIFICATION -
CONSTRUCTION TYPE TYPE 2-B UNPROTECTED
SPRINKLERED NO
FIRE DISTRICT NO
BUILDING HEIGHT 18'-0" NUMBER OF STORIES: 1
MEZZANINE NO
HIGH RISE NO
GROSS BUILDING AREA
TOTAL GROSS AREA 6,497 SF
MAXIMUM ALLOWABLE AREA 9,000 SF
TOTAL TENANT AREA 6,497 SF
MAXIMUM TENANT AREA6,497 SF
AREA INCREASE N/A
FIRE RESISTANCE RATINGS
REQUIRED HOURLY U.L. DESIGN #
PARTY FIREWALLS N/A N/A
EXTERIOR BEARING WALLS N/A N/A
(N,W,S,W)
EXTERIOR NON-BEARING WALLS
(N,W,S,W) 0 N/A
INTERIOR WALLS N/A N/A
TENANT SEPARATION N/A N/A
BEARING N/A N/A
NON-BEARING N/A N/A
EXIT ACESS CORRIDORS N/A N/A
CONTROL ACCESS SEP N/A N/A
CEILING-FLOOR ASSEMBLY N/A N/A
BEAMS 0 N.A
COLUMNS 0 N.A
CEILING-ROOF ASSEMBLY 0 N.A
LIFE SAFETY SYSTEM
EMERGENCY LIGHTING AND EXIT SIGNS YES (INCLUDED WITH TENANT DRAWINGS)
FIRE ALARM AND SMOKE DETECTOR SYSTEMS NO
PANIC HARDWARE YES
BUILDING CODE SUMMARY
EXIT REQUIREMENTS
DEAD END LIMIT- MAXIMUM CONDITION ALLOWED 20 FEET
TRAVEL DISTANCE TO EXIT- MAXIMUM CONDITION ALLOWED 200 FEET
TOTAL SEATS/ TOTAL OCCUPANCY MERCANTILE AREAS 8071 SF/ 30 SF PER PERSON= 269 PERSONS
BASED ON 50% OCCUPANCY MERCANTILE AREAS 4036 SF/ 30 SF PER PERSON= 134 PERSONS
TOTAL EXIT WIDTH REQUIREMENT .2 x 153 = 31"
TOTAL EXiT WIDTH PROVIDED (2 x 36") + (2 x 72") = 216"
DESIGN LOADS
SEE STRUCTURAL
PARKING REQUIREMENTS
TOTAL PARKING REQUIRED -
TOTAL PARKING PROVIDED 21
HANDICAP SPACES REQUIRED 1
HANDICAP SPACES PROVIDED 2
1. FIELD VERIFICATION OF ALL DIMENSIONS, ELEVATIONS AND LOCATIONS OF EXISTING CONDITIONS
AFFECTING THIS PROJECT SHALL BE PERFORMED PRIOR TO BEGINNING OF WORK.
2. PROVIDE WORK AND MATERIALS IN ACCORDANCE WITH CODES, ORDINANCES AND REGULATIONS
APPLICABLE AT THE PROJECT LOCATION. THE CONTRACTOR IS RESPONSIBLE FOR FILING AND
SECURING NECESSARY PERMITS, APPROVALS, ECT., FOR ALL TRADES.
3. THE COMTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS AND TECHNIQUES OF
CONSTRUCTION, SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK AND FOR THE ACTS OF
OMISSIONS OF THE SUB-CONTRACTORS.
4. COORDINATE THE LOCATION OF ALL BUILDING SYSTEMS AND VERIFY THAT REQUIRED CLEARANCES
FOR INSTALLATION AND MAINTENANCE OF THE EQUIPMENT IS PROVIDED. THIS INCLUDES BUT IS
NOT LIMITED TO THE FOLLOWING SYSTEMS: MECHANICAL, ELECTRICAL, LIGHTING, PLUMBING AND
TELEPHONE.
5. FOR ALL CMU WALL OPENINGS REQUIRED FOR NEW DOORS OR WINDOWS, PROVIDE U-BLOCK
LINTELS W/ 2# 4'S GROUTED SOLID.
6. ALL DIMENSION LINES ARE TO FACE OF CMU OR C/L OF COLUMNS.
7. NO CHANGES TO THE DRAWINGS DURING CONSTRUCTION ARE PERMISSIBLE WITHOUT WRITTEN
CONSENT OF THE ARCHITECT.
8. NO PRODUCTS CONTAINING ASBESTOS ARE TO BE USED ON THIS PROJECT.
GENERAL NOTES
502 North Market
** NOTE: CIVIL & LANDSCAPING DRAWINGS UNDER
SEPERATE COVER
SITE LOCATION
N.MarketSt.
Gross Acerage: .32
No Tree Buffer required at R-4
Zoning: C-7
Owner/Contact Info:
Chattanooga, Tn 37421
ph- 423.855.5555
Email - pbacon@proyorbacon.com
SHEET NO. SHEET NAME
S0.1 NOTES & SCHEDULES
SHEET LIST - STRUCT., ELECT., PLUMB.
S0.2 SPEC SHEET
S1.1 FOUNDATION PLAN
S2.1 SECTIONS
E0.0 ELECTRICAL PROJECT NOTES & SCHEDULES
E0.1 ELECTRICAL SPECIFICATIONS
E1.0 ELECTRICAL PLAN
E2.0 ELECTRICAL SERVICE RISER DIAGRAM
ES1.0 ELECTRICAL SITE PLAN
P1.0 NOTES
P1.1 SANITARY PLAN
SHEET NO. SHEET NAME
0 COVER PAGE
SHEET LIST - METAL BUILIDNG
1 ANCHOR BOLT LAYOUT
1.1 ANCHOR BOLT DETAILS
1.2 ANCHOR BOLT REACTIONS
2 ROOF FRAMING LAYOUT
2.1 RIGID FRAME CROSS SECTION
3 SIDEWALL FRAMING LAYOUT
4 ENDWALL FRAMING LAYOUT
5.1 FRAMING DETAILS
6.1 ROOF FRMAING LAYOUT
7 SIDEWALL PANELS & TRIM
8 ENDWALL PANELS & TRIM
11 PARTITION FRAMING, SHEETING & TRIM
5.2 FRAMING DETAILS
5.3 FRAMING DETAILS
6 ROOF PANELS & TRIM
11.1 PARTITION FRAMING, SHEETING & TRIM
S0.3 SPEC SHEET
S1.2 METAL STUD FRAMING PLAN
S2.2 SECTIONS
BUILDING SHELL AND SITE PERMIT ONLY
No. Description Date

Fence
670
672
668
670
672
67
6
76
674
688
686
684
682
680
690
Inlet
Inlet
nlet RIM: 668.7'
15"RCP
12" RCP
18"RCP
SWMH
36"RCP
12" RC
Inlet
INV 664.35'
31'
25'
PP
GW
PP
PP
8" SEWERM/F# 100323
8"SEWERM/F#100323
SMH
SMH
INV: 662.3'
RIM: 667.8'
SMH
8"SEWER
IN
R
S
CURB
C
SIDEWALK
SIDEWAL
15 LF 18" RCP @ 8%
x 669.00 x 675.50±669.50±
PARKING ENTRANCE
PARKINGENTRANCE
BUSH
ST
N.
ST
C
S
S S
S
S
C
S
N.MARKETSTREET
ONE-STORY BUILDING
6,497 SF GROSS AREA
FFE= 671.9
REINFORCED RETAINING WALL
SEE SECTION #2 THIS SHEET
1" / 1'-0"
PARKING LEVEL
FFE= 678.0
POLE MOUNTED
EXTERIOR LIGHT, TYP.
2"
2"
C
D
A
1'-0"
SOILCOVER
2"
2"
"N" BARS
"O" BARS
#5 @ 12"
O.C., TYP.
4" NOMINAL
BRICK
STONE CAP
W/ DRIP EDGE
EACH SIDE
GEOFARBIC @ SOIL
TO STONE INTERFACE,
TYP.
WASHED #57 STONE
@ 6:1 SLOPE
7" PERFORATED DRAIN
@ BASE
GF
IJ
A
E
1'-0"
1' - 0"
3"
3"
3"
3"
H
WEEP HOLES
@ 5'-0" O.C.,
TYP.
"M" BARS
2x4 NOTCH
"P" BARS
"Q" BARS
"P" BARS
"R" BARSJ
#5 @
12' O.C.
B
3"3"
ASPHALT PAVING
BY OTHERS
3"
3"
DESIGN NOTES
1) f'c = 4000 PSI
2) GR 60 REINFORCING
3) ALLOWABLE SOIL BEARING= 3000PSI
4) LAP "O" & "R" BARS 38" MIN. AT 12" TO 15"
WALL TRANSITION. C=12'-0"
5) LAP SPLICE CONTINUOUS #5 REBAR 38" AS REQD.
DIMENSION SCHEDULE:
12'-16' WALL
A
15"
B C D E F G H I J
8'-12' WALL 12"
4'-8' WALL 12"
15"
12"
12"
12'-16'
8'-12'
4'-8'
8'-9"
6'-0"
3'-0"
4'-6"
3'-6"
2'-0"
5'-9"
4'-3"
2'-10"
38"
32"
32"
38"
32"
32"
12"
9"
9"
12"
9"
9"
REBAR SCHEDULE:
12'-16' WALL
M
#6 @ 6" O.C.
8'-12' WALL
4'-8' WALL
N
#6 @ 12" O.C.
O
#5 @ 12" O.C.
P
#6 @ 6" O.C.
Q
#6 @ 9" O.C.
R
#5 @ 9" O.C.
#5 @ 6" O.C. #5 @ 12" O.C. #5 @ 12" O.C. #5 @ 9" O.C. #5 @ 9" O.C. #5 @ 12" O.C.
#5 @ 12" O.C. #5 @ 12" O.C. #5 @ 12" O.C. #5 @ 12" O.C. #5 @ 12" O.C. #5 @ 12" O.C.
REINFORCED KEYSTONE UNIT WALL
SEE SECTION 2 SHEET A1.0
PARKING LEVEL
13'-0"
1" / 1'-0"
8'-0"
21'-0"
88' - 9" 42' - 5"
APPROX. 780 SF AREA
ABOVE GRADE
3'-5"9'-7"
SEE SECTION 2 SHEET A1.0
PARKING LEVEL
APPROX. 875 SF AREA
ABOVE GRADE
13'-0"
85' - 1"13' - 7"
Scale
Project number
Date
Drawn by
Checked by
Phone: (423) 855-5555
(423) 855-5555
(423) 855-5555
andy@pryorbacon.com
(423) 855-5555
(423) 855-5555
March Adams - Engineer
310 Dodds Avenue
(423) 698-6675
As indicated
A1.0
SITE PLAN
Project Number
8/15/2014
Author
Checker
1/16" = 1'-0"
1
SITE PLAN
1 Revision 1 4/16/15
1" = 1'-0"
2
REINFORCED WALL
1/8" = 1'-0"
3
REINFORCED WALL - SOUTH ELEVATION
1/8" = 1'-0"
4
REINFORCED WALL - WEST ELEVATION
1
1

A2.11
A2.1
A2.1
A2.1
2
3
4
1
A3.1
BUSHSTREET
N. MARKET STREET
SIDEWALK PATIO
RETAIL
A
6,497 SF
RAMPUPTOPARKINGMAX.1:12SLOPE
EXIT TO BUSH ST.
PARKING AREA
HANDICAPPED
PARKING
SPACE
HANDICAPPED
PARKING
SPACE
TYPICAL
19 REGULAR SPACES
2 HANDICAPPED SPACES
CONCRETE RETAINING WALL
9' - 0"
AFF 8' - 0 1/8"
1
1
2
2
3
3
4
4
6
6
B
C
D
E
F F
5
5
94' - 6 5/8"
A A
G G
18' - 4" 18' - 4" 22' - 11" 22' - 11" 11' - 6"
0'-4"16'-21/4"17'-61/4"17'-61/4"16'-61/4"1'-0"
94' - 0"
70'-1"
D1
C1
B1
0'-4"19'-8"20'-1"21'-0"8'-0"
71'-1"
BUILDING LINE
BUILDING LINE
BUILDINGLINE
BUILDINGLINE
BUILDINGLINE
BUILDINGLINE
94' - 0"
70'-1"
BUILDING LINE
2
A3.2
2
A3.1
1
A3.2
18' - 4" 18' - 4" 22' - 11" 22' - 11" 11' - 6"
4' - 0"12' - 10"5' - 8"12' - 10"
3' - 5 3/4"6' - 4"4' - 0"19' - 4"3' - 8"16' - 2"3' - 6"
4'-3"15'-4"3'-0"16'-2"4'-8"16'-2"4'-1"
A1.1
2
18'-0"22'-0"18'-0"
98' - 7 1/4"
METAL
RAILING
METAL
RAILING
A2.15
A2.1
6
7
A2.1
A1.03
A1.0
4
11'-6"
BUILDING LINE
11'-6"
11' - 10"
16' - 9"
5' - 5"
11'-6"
SLOPE DOWNSLOPE DOWN
671.9
671.8
AREA OF LANDSCAPING
BUFFER (HATCHED)
671.9
671.9 671.9
668.9
670.4
671.9
679.9
671.9
5
A
1' - 0" 1' - 0"
1'-0"2'-4"
BRICK VENEER
W/ WEEP @ 24" O.C.
4" METAL STUD
FRAME, TYP.
DENSGLASS SHEATHING
AROUND
STEEL COLUMN,
SEE STRUCT.
Scale
Project number
Date
Drawn by
Checked by
Phone: (423) 855-5555
(423) 855-5555
(423) 855-5555
andy@pryorbacon.com
(423) 855-5555
(423) 855-5555
310 Dodds Avenue
(423) 698-6675
As indicated
A1.1
FIRST FLOOR PLAN
Project Number
8/15/2014
Author
Checker
1/8" = 1'-0"
1
FLOOR PLAN
1" = 1'-0"
2
PIER COLUMN DETAIL
1

A2.11
A2.1
A2.1
A2.1
2
3
4
1
A3.1
BUSHSTREET
N. MARKET STREET
SIDEWALK PATIO
RETAIL
A
6,497 SF
RAMPUPTOPARKINGMAX.1:12SLOPE
EXIT TO BUSH ST.
PARKING AREA
HANDICAPPED
PARKING
SPACE
HANDICAPPED
PARKING
SPACE
TYPICAL
19 REGULAR SPACES
2 HANDICAPPED SPACES
9' - 0"
AFF 8' - 0 1/8"
AFF 0' - 0"
AFF 0' - 0"
1
1
2
2
3
3
4
4
6
6
B
C
D
E
F F
5
5
94' - 6 5/8"
A A
G G
18' - 4" 18' - 4" 22' - 11" 22' - 11" 11' - 6"
0'-4"16'-21/4"17'-61/4"17'-61/4"16'-61/4"1'-0"
94' - 0"
70'-1"
D1
C1
B1
0'-4"19'-8"20'-1"21'-0"8'-0"
71'-1"
BUILDING LINE
BUILDING LINE
BUILDINGLINE
BUILDINGLINE
BUILDINGLINE
BUILDINGLINE
94' - 0"
70'-1"
BUILDING LINE
2
A3.2
2
A3.1
1
A3.2
18' - 4" 18' - 4" 22' - 11" 22' - 11" 11' - 6"
4' - 0"12' - 10"5' - 8"12' - 10"
3' - 5 3/4"6' - 4"4' - 0"19' - 4"3' - 8"16' - 2"3' - 6"
4'-3"15'-4"3'-0"16'-2"4'-8"16'-2"4'-1"
A1.1
2
18'-0"22'-0"18'-0"
61'-03/8"
98' - 7 1/4"
METAL
RAILING
METAL
RAILING
A2.15
A2.1
6
7
A2.1
5
A
1' - 0" 1' - 0"
1'-0"2'-4"
BRICK VENEER
W/ WEEP @ 24" O.C.
4" METAL STUD
FRAME, TYP.
DENSGLASS SHEATHING
AROUND
STEEL COLUMN,
SEE STRUCT.
Scale
Project number
Date
Drawn by
Checked by
Phone: (423) 855-5555
(423) 855-5555
(423) 855-5555
andy@pryorbacon.com
(423) 855-5555
(423) 855-5555
310 Dodds Avenue
(423) 698-6675
As indicated
A1.1
FIRST FLOOR PLAN
Project Number
8/15/2014
Author
Checker
1/8" = 1'-0"
1
FLOOR PLAN
1" = 1'-0"
2
PIER COLUMN DETAIL

1/2"/1'-0"
2
A3.2
2
A3.1
8" CONTINUOUS GUTTER
METAL COPING
SLOPE
CONDENSING UNIT, TYP.
36" EXTRUDED ALUMINUM
LOUVERED EQUIPMENT SCREEN
SURROUND, TYP.
SEE DETAIL THIS SHEET
3' - 0"
TYP.
Scale
Project number
Date
Drawn by
Checked by
Phone: (423) 855-5555
(423) 855-5555
(423) 855-5555
andy@pryorbacon.com
(423) 855-5555
(423) 855-5555
310 Dodds Avenue
(423) 698-6675
1/8" = 1'-0"
A1.2
ROOF PLAN
Project Number
8/15/2014
Author
Checker
1/8" = 1'-0"
1
ROOF PLAN

Level 1
0' - 0"
Level 1.5
8' - 0"
T/O Parapet
19' - 10 9/16"
LOCAL BRICK
ALUMINUM GLASS STOREFRONT
NORTH
MARKET
STREET
ASPHALT PAVING
OVER 6" GRAVEL
CONCRETE RETAINING WALLPARAPET CAP
DECORATIVE LIGHT FIXTURE
METAL RAILINGSIGNAGE
STREET
-3' - 0"
Level 1
0' - 0"
Level 1.5
8' - 0"
T/O Parapet
19' - 10 9/16"
WHITE TPO ROOF
LOCAL BRICK
DECORATIVE
LIGHT FIXTURE
PARAPET CAP
GUTTER
METAL RAILING
METAL RAILING
ASPHALT PAVING
OVER 6" GRAVEL
STREET
-3' - 0"
Level 1
0' - 0"
Level 1.5
8' - 0"
T/O Parapet
19' - 10 9/16"
LOCAL BRICK
CONCRETE RAMP, MAX 1:12 SLOPE
PARAPET CAP
METAL
RAILING
STREET
-3' - 0"
Level 1
0' - 0"
Level 1.5
8' - 0"
T/O Parapet
19' - 10 9/16"
LOCAL BRICK ALUMINUM GLASS STOREFRONT
RAMP TO PARKING
MAX. 1:12 SLOPE
PARAPET CAP
DECORATIVE
LIGHT FIXTURE
SIGNAGE, TYP.
STREET
-3' - 0"
SEE SECTION SHEET A1.0
PARKING LEVEL
13'-0"
1" / 1'-0"
8'-0"
METAL RAILING,
7
A2.1
ASPHALT PAVING
OVER 6" GRAVEL
4" CONC. SLAB OVER 4"
CRUSHED STONE, MAXIMUM
1"/12" SLOPE
98' - 7"
3'-5"9'-7"
PARKING LEVEL
METAL RAILING
ASPHALT PAVING
OVER 6" GRAVEL
1
MIN.
6"
MIN.
36" HIGH
METAL RAILING W/
VERT. NEWELS
@ 6" O.C. MAX.
REINFORCED KEYSTONE
UNIT WALL
3' - 6"
4" CONC. SLAB
OVER 4"
CRUSHED
STONE, MAXIMUM
1"/12" SLOPE
3'-0"6"
GRADE
Scale
Project number
Date
Drawn by
Checked by
Phone: (423) 855-5555
(423) 855-5555
(423) 855-5555
andy@pryorbacon.com
(423) 855-5555
(423) 855-5555
310 Dodds Avenue
(423) 698-6675
As indicated
A2.1
EXTERIOR
ELEVATIONS
Project Number
8/15/2014
Author
Checker
1/8" = 1'-0"
1
SOUTH ELEVATION
1/8" = 1'-0"
2
EAST ELEVATION
1/8" = 1'-0"
3
NORTH ELEVATION
1/8" = 1'-0"
4
WEST ELEVATION
1/8" = 1'-0"
5
DECORATIVE WALL - SOUTH ELEVATION/
SECTION
1/8" = 1'-0"
6
DECORATIVE WALL - WEST ELEVATION/
SECTION
1/2" = 1'-0"
7
RAIL DETAIL
1
1

Level 1
0' - 0"
Level 1.5
8' - 0"
T/O Parapet
19' - 10 9/16"
LOCAL BRICK
ALUMINUM GLASS STOREFRONT
NORTH MARKET
STREET
ASPHALT PAVING
OVER 6" GRAVEL
CONCRETE RETAINING WALLPARAPET CAP
DECORATIVE LIGHT FIXTURE
METAL RAILINGSIGNAGE
Level 1
0' - 0"
Level 1.5
8' - 0"
T/O Parapet
19' - 10 9/16"
WHITE TPO ROOF
LOCAL BRICK
DECORATIVE
LIGHT FIXTURE
PARAPET CAP
GUTTER
METAL RAILING
METAL RAILING
ASPHALT PAVING
OVER 6" GRAVEL
Level 1
0' - 0"
Level 1.5
8' - 0"
T/O Parapet
19' - 10 9/16"
LOCAL BRICK
CONCRETE RAMP, MAX 1:12 SLOPE
PARAPET CAP
METAL
RAILING
Level 1
0' - 0"
Level 1.5
8' - 0"
T/O Parapet
19' - 10 9/16"
LOCAL BRICK ALUMINUM GLASS STOREFRONT
RAMP TO PARKING
MAX. 1:12 SLOPE
PARAPET CAP
DECORATIVE
LIGHT FIXTURE
SIGNAGE, TYP.
PARKING LEVEL
13'-0"
1" / 1'-0"
8'-0"
METAL RAILING,
7
A2.1
ASPHALT PAVING
OVER 6" GRAVEL
4" CONC. SLAB OVER 4"
CRUSHED STONE, MAXIMUM
1"/12" SLOPE
98' - 7"
3'-5"9'-7"
PARKING LEVEL
METAL RAILING
ASPHALT PAVING
OVER 6" GRAVEL
1
MIN.
6"
MIN.
36" HIGH
METAL RAILING W/
VERT. NEWELS
@ 6" O.C. MAX.
REINFORCED KEYSTONE
UNIT WALL
3' - 6"
4" CONC. SLAB
OVER 4"
CRUSHED
STONE, MAXIMUM
1"/12" SLOPE
3'-0"6"
Scale
Project number
Date
Drawn by
Checked by
Phone: (423) 855-5555
(423) 855-5555
(423) 855-5555
andy@pryorbacon.com
(423) 855-5555
(423) 855-5555
310 Dodds Avenue
(423) 698-6675
As indicated
A2.1
EXTERIOR
ELEVATIONS
Project Number
8/15/2014
Author
Checker
1/8" = 1'-0"
1
SOUTH ELEVATION
1/8" = 1'-0"
2
EAST ELEVATION
1/8" = 1'-0"
3
NORTH ELEVATION
1/8" = 1'-0"
4
WEST ELEVATION
1/8" = 1'-0"
5
DECORATIVE WALL - SOUTH ELEVATION/
SECTION
1/8" = 1'-0"
6
DECORATIVE WALL - WEST ELEVATION/
SECTION
1/2" = 1'-0"
7
RAIL DETAIL

Level 1
0' - 0"
T/O Rear Wall
15' - 0"
T/O Rear Wall
15' - 0"
Level 1.5
8' - 0"
B/O Soffit
10' - 0"
T/O Parapet
19' - 10 9/16"
CDE AG D1 C1 B1
17'-11"
A4.1
1
A4.1
2
4" NOMINAL BRICK OVER
1" AIR SPACE OVER
MOISTURE BARRIER OVER
3/4" PLYWOOD SHEATHING OVER
6" STEEL STUDS W/
R-19 BATT INSULATION
W/ 5/8" GWB FINISHED INTERIOR
ULTRA-DEX PANEL OVER
STEEL PURLINS W/
R-38 BATT INSULATION OVER
STEEL TRUSSES
METAL COPING
CONCRETE SLAB OVER
CRUSHED STONE, SEE STRUCT.
INSULATED ALUMINUM
STOREFRONT SYSTEM
SEE DETAILS SHEET A4.2
METAL BUILDING COLUMN
SEE METAL BUILDING DRAWINGS
Level 1
0' - 0"
T/O Rear Wall
15' - 0"
Level 1.5
8' - 0"
B/O Soffit
10' - 0"
T/O Parapet
19' - 10 9/16"
AG D1 C1 B1
A4.1
3
A4.1
2 4" NOMINAL BRICK OVER
1" AIR SPACE OVER
6" STEEL STUDS W/
STEEL PURLINS W/
STEEL TRUSSES
METAL COPING
CONCRETE SLAB OVER
INSULATED ALUMINUM
STOREFRONT SYSTEM
Scale
Project number
Date
Drawn by
Checked by
Phone: (423) 855-5555
(423) 855-5555
(423) 855-5555
andy@pryorbacon.com
(423) 855-5555
(423) 855-5555
310 Dodds Avenue
(423) 698-6675
1/4" = 1'-0"
A3.1
BUILDING SECTIONS
Project Number
8/15/2014
Author
Checker
1/4" = 1'-0"
1
Section 1
1/4" = 1'-0"
2
Section 2

Level 1
0' - 0"
Level 1.5
8' - 0"
B/O Soffit
10' - 0"
T/O Parapet
19' - 10 9/16"
3 4 65
A4.1
3
SIM.
1" AIR SPACE OVER
6" STEEL STUDS W/
STEEL PURLINS W/
STEEL TRUSSES
METAL COPING
CONCRETE SLAB OVER
INSULATED ALUMINUM
STOREFRONT SYSTEM
Level 1
0' - 0"
B/O Soffit
10' - 0"
T/O Parapet
19' - 10 9/16"
1 2 3 4 65
A4.1
1
SIM.
A4.1
1
SIM.
1" AIR SPACE OVER
6" STEEL STUDS W/
STEEL PURLINS W/
STEEL TRUSSES
METAL COPING
CONCRETE SLAB OVER
INSULATED ALUMINUM
STOREFRONT SYSTEM
Scale
Project number
Date
Drawn by
Checked by
Phone: (423) 855-5555
(423) 855-5555
(423) 855-5555
andy@pryorbacon.com
(423) 855-5555
(423) 855-5555
310 Dodds Avenue
(423) 698-6675
1/4" = 1'-0"
A3.2
BUILDING SECTIONS
Project Number
8/15/2014
Author
Checker
1/4" = 1'-0"
1
Section 3
1/4" = 1'-0"
2
Section 4

Level 1
0' - 0"
B/O Soffit
10' - 0"
T/O Parapet
19' - 10 9/16"
A
SEE DETAIL HE
METAL BUILDING
SHEET 6.1
SEE SECTION 6
STRUCT. DWG.
SHEET S2.1 FOR
REINF.
METAL COPING
1" AIR SPACE OVER
6" STEEL STUDS W/
OVER FIBERGLASS BACKED SHEATHING
OVER TPO MEMBRANE
STEEL PURLINS W/
STEEL TRUSSES
INSULATED ALUMINUM
STOREFRONT SYSTEM
STEEL ANGLE-
SEE STRUCT.
CONCRETE SLAB OVER
BRICK ROWLOCK
BRICK ROWLOCK
PERIMETER INSULATION
AS REQUIRED BY ENERGY
CODE
CONTINOUS FLASHING
Level 1
0' - 0"
T/O Rear Wall
15' - 0"
Level 1.5
8' - 0"
G
SEE DETAIL HE
METAL BUILDING
SHEET 6.1
SEE SECTION 6
STRUCT. DWG.
SHEET S2.1 FOR
REINF.
STEEL PURLINS W/
STEEL TRUSSES
CONCRETE SLAB OVER
1" AIR SPACE OVER
6" STEEL STUDS W/
8" METAL GUTTER
CONCRETE SIDEWALK
SLOPED AWAY
FROM BUILDING
CONCRETE FOORING,
SEE STRUCT.
FILL ALL CMU CELLS W/
FOAM INSULATION
6" DOWNSPOUT
FILL TOP BLOCK W/ CONCRETE
Level 1
0' - 0"
B/O Soffit
10' - 0"
T/O Parapet
19' - 10 9/16"
AB1
SEE DETAIL HE
METAL BUILDING
SHEET 6.1
SEE SECTION 6
STRUCT. DWG.
SHEET S2.1 FOR
REINF.
1" AIR SPACE OVER
6" STEEL STUDS W/
STEEL PURLINS W/
STEEL TRUSSES
INSULATED ALUMINUM
STOREFRONT SYSTEM
STEEL ANGLE-
SEE STRUCT.
CONCRETE SLAB OVER
BRICK ROWLOCK
BRICK ROWLOCK
METAL COPING
CONT. VENTED SOFFIT
3/4" PLYWOOD SHEATHING
OVER METAL HAT CHANNELS
STEEL BRACING-
SEE STRUCT.
BRICK VENEER OVER
COLUMN BEYOND
PERIMETER INSULATION
AS REQUIRED BY ENERGY
CODE
OVER FIBERGLASS BACKED SHEATHING
OVER TPO MEMBRANE
CONTINOUS FLASHING
BOX BEAM HEADER-
SEE STRUCT.
EXTERIOR SHEETROCK
SOFFIT LIGHT-
SEE ELECT.
Scale
Project number
Date
Drawn by
Checked by
Phone: (423) 855-5555
(423) 855-5555
(423) 855-5555
andy@pryorbacon.com
(423) 855-5555
(423) 855-5555
310 Dodds Avenue
(423) 698-6675
3/4" = 1'-0"
A4.1
WALL DETAILS
Project Number
8/15/2014
Author
Checker
3/4" = 1'-0"
1
WALL SECTION
3/4" = 1'-0"
2
WALL SECTION
3/4" = 1'-0"
3
WALL SECTION

MORTAR DEFLECTION DEVICE
5/8" TYPE 'X' GYPSUM BOARD
BRICK VENEER W/ WEEP @ 24" O.C.
1" AIR SPACE
6" STEEL STUDS @ 16" O.C.
5/8" OSB SHEATHING
R-19 BLANKET INSULATION
SHEET METAL FLASHING & TRIM
PRESSURE TREATED BLOCKING AS REQUIRED
STEEL ANGLE LINTEL- SEE STRUCT.
METAL CORNER BEAD
SEALANT W/ BACKER ROD
BLOCK AND SHIM AS REQUIRED
ALUMINUM STOREFRONT ASSEMBLY
GLAZING
GLAZING
GLAZING
FINISHED CONRETE SLAB
BRICK
ROWLOCK
5/8" TYPE 'X' GYPSUM BOARD
1" AIR SPACE
6" STEEL STUDS @ 16" O.C.
5/8" OSB SHEATHING
R-19 BLANKET INSULATION
PRESSURE TREATED BLOCKING AS REQUIRED
METAL CORNER BEAD
SEALANT W/ BACKER ROD
BLOCK AND SHIM AS REQUIRED
GLAZING
GLAZING
Level 1
0' - 0"
B/O Soffit
10' - 0"
1
A4.2
1
A4.2
2
A4.2
Scale
Project number
Date
Drawn by
Checked by
Phone: (423) 855-5555
(423) 855-5555
(423) 855-5555
andy@pryorbacon.com
(423) 855-5555
(423) 855-5555
310 Dodds Avenue
(423) 698-6675
As indicated
A4.2
STOREFRONT
DETAILS
Project Number
8/15/2014
Author
Checker
3" = 1'-0"
1
Storefront Details - Head/ Sill
3" = 1'-0"
2
Storefront Details - Jamb
1/4" = 1'-0"
3
ENLARGED WEST ELEVATION

502 north market

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502 north market