Upload
others
View
2
Download
0
Embed Size (px)
Citation preview
architecture planning interior design
904 WEST CYNTHIA TRAIL
GOODLETTSVILLE, TN 37072-3517
PHONE (615) 855 - 0406
architectReynoldsJerry W.
A0.1
COVER SHEET
NOT TO SCALE
100 A
100
CONSULTANTSARCHITECT
DOOR NUMBER
WINDOW NUMBER
TOILET ACCESSORIES
EQUIPMENT
WALL TYPE
REVISIONS
DETAIL NUMBER
DETAIL REFERENCE
SECTION REFERENCE
EARTH
STONE FILL
CONCRETE
CONCRETE BLOCK
BRICK
ROUGH WOOD
FINISH WOOD
PLYWOOD
STEEL (LARGE SCALE)
STEEL (SMALL SCALE)
BATT OR BLOWN-IN
INSULATION
RIGID INSULATION
GYPSUM BOARD
ACOUSTICAL TILE
MARBLE
GRAPHIC SYMBOLSSECTION NUMBER
REFERENCE GRID
6
A8.1
SHEET NUMBER WHERE DRAWN
SHEET NUMBER WHERE DRAWN
9
A
SHEET NUMBER WHERE DRAWN
ELEVATION NUMBER
INTERIOR ELEVATION INDICATOR
1
4 2
3
A3.3
SHEET NUMBER WHERE DRAWN
DETAIL NUMBERS
WALL TYPES
3
OFFICE
12a
7
1
2
A
A9.2
A9.1
AC
ACM
AFF
AGG
AL
BLK
BD
BRK
BRZ
CPT
CK
CLG
CER
CT
C
CMU
CONT
DS
DTL
DNG
DF
ELEC
EP
EQ
EWH
EXP
EXT
FIN
FLR
continuous or continue moisture resistant
GB
GPBD
HBD
HDW
HWD
HT
HCW
HM
INCL
INT
JT
KIT
LAM
MTL
MES
MET
MISC
MR
NIC
NTS
O
OC
OPP
OH
P
PNL
PBD
PVMT
PL
PLAS
PLAM
RM
RB
SLR
SEC
SHT
SIM
SCW
SB
SPEC
SS
ST
STL
STN
STUC
SYM
SYN
TZ
THK
THR
T&G
TXP
TYP
UNF
VIN
VCT
VWC
WSCT
WRGB
W
WIN
WG
WD
acoustical
acoustical mylar
above finished floor
aggregate
aluminum
block
board
brick
bronze
carpet (ed)
caulk (ing)
ceiling
ceramic
ceramic tile
concrete
concrete masonry unit
downspout
detail
drawing
drinking fountain
electric (al)
epoxy paint
equal
electric water heater
exposed
exterior
finish (ed)
floor (ing)
furnished by others
grab bar
gypsum board
hardboard
hardware
hardwood
height
hollow core wood
hollow metal
include (d), (ing)
interior
joint
kitchen
laminate (d)
material (s)
metal edge strip
metal
miscellaneous
not in contract
not to scale
oil
on center (s)
opposite
overhead
paint (ed)
paneling
particle board
pavement
plaster
plastic
plastic laminate
room
rubber base
sealer
section
sheet
similar
solid core wood
splash block
specification (s)
stainless steel
stain
steel
stone
stucco
symmetry (ical)
synthetic
terrazzo
thick (ness)
threshold
tongue & groove
textured paint
typical
unfinished
vinyl
vinyl composite tile
vinyl wall covering
wainscot
water-resistant gyp bd
wax
window
wired glass
wood
ABBREVIATIONS
GA
GALV
gauge
galvanized
GL glass, glazing
PWD
QT
REF
plywood
quarry tile
refrigerator
FAC factory applied finish
BUILDING CODES
BUILDING DATA
2006
12
ARCHITECTURAL
A8.3
DRAWING INDEX
STRUCTURAL
A0.1 COVER SHEET
REV. DATEREV. NO.
DOOR NUMBER
DOOR TYPE
ROOM AND SPACE NUMBER
EGRESS WIDTH PER OCCUPANT SERVED - IBC TABLE 1005.1 = STAIRWAYS 0.2" / OTHER 0.15" PER OCCUPANT
2010
WALL SECTIONS
FBO
AMERICANS WITH DISABILITIES ACT STANDARDS FOR ACCESSIBLE DESIGN
A5.2
A2.2
A3.3
COVER SHEET
CLR coloring
CODE INFORMATION
APPROVAL STAMPS
0
FLOOR PLAN
S2.2
S9.3
A3.2 BUILDING ELEVATIONS
BUILDING SECTIONS
BUILDING AREA: 50,000 S. F.
OCCUPANT LOAD: 50,000 / 100 = 500 OCCUPANTS X 0.15 = 75"
0
CIVIL
OPENING SCHEDULE & DETAILS
0
0
0
0
0
0
INTERNATIONAL BUILDING CODE
0
2003 INTERNATIONAL ENERGY CONSERVATION CODE
C1.0
SPECULATIVE BUILDING
THE INDUSTRIAL DEVELOPMENT BOARDOF MAURY COUNTY
MT. PLEASANT, TNCHERRY GLEN BUSINESS & INDUSTRIAL PARK
FOUNDATION PLAN
STRUCTURAL DETAILS
OCCUPANCY CLASSIFICATION - IBC SECTION 306 - FACTORY GROUP F
ALLOWABLE HEIGHT / AREA - IBC TABLE 503 - HEIGHT = 55’, ALLOWABLE AREA = 12,000, IBC - 507.2 UNLIMITED SPRINKLERED.
BUILDING HEIGHT: 40’-6"
5/19/16
5/19/16
5/23/16
5/27/16
5/23/16
5/23/16
5/23/16
5/23/16
5/23/16
OCCUPANT LOAD - IBC TABLE 1004.1.1: INDUSTRIAL AT 100 S.F. GROSS PER OCCUPANT
CONSTRUCTION TYPE - IBC TABLE 601: TYPE IIIB
EXIT ACCESS TRAVEL DISTANCE - IBC TABLE 1016.1 - MAXIMUM TRAVEL DISTANCE FOR SPRINKLERED = 250’
EXISTING SITE SURVEY
0C2.0 5/27/16
0C3.0 5/27/16
0C5.0 5/27/16
SITE LAYOUT
SITE GRADING AND EROSION CONTROL PLAN
CIVIL DETAILS
DATE
JOB NO.
SCALE
DESIGNED BY
NO. DATE
PROJECT INFORMATION
APPROVED BY
JERRY W. REYNOLDS
JERRY W. REYNOLDS
BY
DRAWING NUMBER
CADD FILE NO.
REVISION
DRAWN BY
architectReynoldsJerry W.
904 WEST CYNTHIA TRAIL
GOODLETTSVILLE, TN 37072-3517
PHONE (615) 855 - 0406
architecture planning interior design
RESERVED FOR CONSULTANT LOGO
RESERVED FOR SEAL
JER
RYW. REYNO
L
DS
AGRICULTURE
C
OMM ERCE
XVI
RE
G
IS
TERED ARCH
ITE
CT
NO. 13885
ST
ATEOF TENNESS
E
E
SP
EC
UL
AT
IVE
BU
ILD
ING
TH
E I
ND
UST
RIA
L D
EV
EL
OPM
EN
T B
OA
RD
OF
MA
UR
Y C
OU
NT
Y
MT
. PL
EA
SA
NT
, TN
CH
ER
RY
GL
EN
BU
SIN
ES
S &
IN
DU
ST
RIA
L P
AR
K
5/23/2016
515A521
FLOOR PLAN
BUILDING NORTH0 32’16’8’4’
DRAWING NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
DRIVE THROUGH OVERHEAD COILING DOOR.
HOLLOW METAL PEDESTRIAN DOOR.
PRE-ENGINEERED COLUMN.
EXPANDABLE ENDWALL FOR FUTURE BUILDING EXPANSION.
250’-0"
10
0’-0
"1
00
’-0
"
8" SPLIT FACE CMU, FOAM FILLED.
1
5
3
3
3
3
5
7
1
5
A2.2
FLOOR PLAN
5
27
5
4ADA CONCRETE PAD.
8
8
8
8
GRAVEL FLOOR PREFPARED FOR 6" FUTURE SLAB.
9
9
1/16 " = 1’ - 0"
8 5/8 " 24’-9 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-9 1/2 " 8 5/8 "
WINDOW.
6 6
6
6
25
’-0
"2
5’-0
"2
5’-0
"2
5’-0
"2
5’-0
"2
5’-0
"2
5’-0
"2
5’-0
"
5
RUN 2 COURSES OF TEMPORARY CMU ACROSS OPENING, TOP AT FFE 655.5.
2
4
20
0’-0
"
DATE
JOB NO.
SCALE
DESIGNED BY
NO. DATE
PROJECT INFORMATION
APPROVED BY
JERRY W. REYNOLDS
JERRY W. REYNOLDS
BY
DRAWING NUMBER
CADD FILE NO.
REVISION
DRAWN BY
architectReynoldsJerry W.
904 WEST CYNTHIA TRAIL
GOODLETTSVILLE, TN 37072-3517
PHONE (615) 855 - 0406
architecture planning interior design
RESERVED FOR CONSULTANT LOGO
RESERVED FOR SEAL
JER
RYW. REYNO
L
DS
AGRICULTURE
C
OMM ERCE
XVI
RE
G
IS
TERED ARCH
ITE
CT
NO. 13885
ST
ATEOF TENNESS
E
E
SP
EC
UL
AT
IVE
BU
ILD
ING
TH
E I
ND
UST
RIA
L D
EV
EL
OPM
EN
T B
OA
RD
OF
MA
UR
Y C
OU
NT
Y
MT
. PL
EA
SA
NT
, TN
CH
ER
RY
GL
EN
BU
SIN
ES
S &
IN
DU
ST
RIA
L P
AR
K
5/23/2016
515A521
1 2 3 4 5 6 7 8 9 10 11
J
E
A
H
G
C
B
D
F
32’-0"
0 32’16’8’4’
0 32’16’8’4’
DRAWING NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
DRIVE THROUGH OVERHEAD COILING DOOR.
HOLLOW METAL PEDESTRIAN DOOR.
SOUTH ELEVATION
EAST ELEVATION
5
57
10
11
14
MANUFACTURER’S STANDARD GUTTER AND DOWNSPOUT SYSTEM.
MASONRY CONSTRUCTION JOINT.
12
12
12 12
0 32’16’8’4’
0 32’16’8’4’
NORTH ELEVATION
WEST ELEVATION
5
10
1112
5
7 14
8" SPLIT FACE CMU, FOAM FILLED.
1
1
7
7
7
FINISH GRADE, SEE CIVIL DRAWINGS.
STANDING SEAM GALVALUME METAL ROOF WITH 6" FIBERGLASS INSULATION.
MANUFACTURER’S STANDARD WALL PANEL WITH 4" FIBERGLASS INSULATION.
11
A3.2
10
’-0
"17’-0"
5’-0"
5’ WALL LITE PANELS.
FLOOR ELEV. 655.5
FLOOR ELEV. 655.5
FLOOR ELEV. 655.5
BUILDINGELEVATIONS
FLOOR ELEV. 655.5 ELASTOMERIC PAINT FINISH.
1 2 3 4 5 6 7 8 9 10 11
1 2 3 4 5 6 7 8 9 10 11
J H G F E D C B A
A B C D E F G H J
1
13
13
12
PROVIDE 4 ADDITIONAL WALL JOINTS AS DIRECTED FOR FUTURE DOCK DOORS.
13
14
88 1313
14
14
3
39
13 22143
4
1
15. MANUFACTURER’S STANDARD EAVE TRIM.
15
15
15
15
14
N.T.S.
16.
17.
18.
19.
SILICONE SEALANT BOTH SIDES.
2 #4 BARS EACH CORE.
EXTRUDED RUBBER CONTROL JOINT.
FILL W/3000 P.S.I CONC. POUR IN MAX. OF 4’-0" LIFTS.
16"
MASONRY CONSTRUCTION JOINT
16
16
17
18
19
3
11
20.
20
2020
20
RUN 2 COURSES OF TEMPORARY CMU ACROSS OPENING, TOP AT FFE 655.5.
66
EXPANDABLE ENDWALL.
21.
ALTERNATE 1, ALUMINUM STOREFRONT WINDOW WITH TINTED / INSULATING GLASS.
21
21
22. GRAVEL RAMP FOR VEHICLE ENTRY THIS DOOR, SEE CIVIL DRAWINGS.
ALTERNATE 2, DOWNSPOUT COLLECTION SYSTEM, SEE CIVIL DRAWINGS.
ADA CONCRETE PAD, TURN DOWN AS REQUIRED FOR GRADE.
DATE
JOB NO.
SCALE
DESIGNED BY
NO. DATE
PROJECT INFORMATION
APPROVED BY
JERRY W. REYNOLDS
JERRY W. REYNOLDS
BY
DRAWING NUMBER
CADD FILE NO.
REVISION
DRAWN BY
architectReynoldsJerry W.
904 WEST CYNTHIA TRAIL
GOODLETTSVILLE, TN 37072-3517
PHONE (615) 855 - 0406
architecture planning interior design
RESERVED FOR CONSULTANT LOGO
RESERVED FOR SEAL
JER
RYW. REYNO
L
DS
AGRICULTURE
C
OMM ERCE
XVI
RE
G
IS
TERED ARCH
ITE
CT
NO. 13885
ST
ATEOF TENNESS
E
E
SP
EC
UL
AT
IVE
BU
ILD
ING
TH
E I
ND
UST
RIA
L D
EV
EL
OPM
EN
T B
OA
RD
OF
MA
UR
Y C
OU
NT
Y
MT
. PL
EA
SA
NT
, TN
CH
ER
RY
GL
EN
BU
SIN
ES
S &
IN
DU
ST
RIA
L P
AR
K
5/23/2016
515A521
0 32’16’8’4’
DRAWING NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
DRIVE THROUGH OVERHEAD COILING DOOR.
HOLLOW METAL PEDESTRIAN DOOR.
ALUMINUM STOREFRONT / WINDOW WITH TINTED / INSULATING GLASS.
12
1
CROSS SECTION
MANUFACTURER’S STANDARD PURLIN / GIRT.
15.
16.
17.
18.
PRE-ENGINEERED BUILDING COLUMN.
MANUFACTURER’S STANDARD GUTTER AND DOWNSPOUT SYSTEM.
19. MASONRY CONSTRUCTION JOINT.
20.
0 32’16’8’4’
LONGITUDINAL SECTION
1
1
5
5
1111
12
12
12
12
13
13
13
10
1414
16
16
17
17
FOUNDATION, SEE STRUCTURAL.20
8" SPLIT FACE CMU, FOAM FILLED.
8" REGULAR CMU BOND BEAM.
GRAVEL BASE FOR FUTURE SLAB.
21.
A8.3
A
A8.3
B
A8.3
C
A8.3
D
1
12
1
STANDING SEAM GALVALUME METAL ROOF WITH 6" FIBERGLASS INSULATION.
MANUFACTURER’S STANDARD WALL PANEL WITH 4" FIBERGLASS INSULATION.
SIDING CLOSURE.
13
13
20
5’ WALL LITE PANELS.
A3.3
BUILDING
SECTIONS
13
1010
32’-0"200’-0"
250’-0"
40’-4"
2 3 4 5 6 7 8 9 10 11 1
J D A F E C B
7
7
18
18
18
FLOOR ELEV. 655.5
FLOOR ELEV. 655.5
18
G H
7
25’-0" 25’-0" 25’-0" 25-0" 25’-0" 25’-0" 25’-0" 25’-0"
25’-6 1/8 " 24’-10 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-10 1/2 " 25’-6 1/8 "
MANUFACTURER’S STANDARD PRE-FINISHED METAL FLASHING.
1521, 6
11
CLEAN AND TOUCH UP STEEL WITH MANUFACTURER’S PRIMER AS REQUIRED.
4
4
FINISH GRADE, SEE CIVIL DRAWINGS.
ELASTOMERIC PAINT FINISH.
FUTURE 6" CONCRETE SLAB.
MANUFACTURER’S STANDARD PRE-FINISHED METAL EAVE TRIM.
9
9
7
DATE
JOB NO.
SCALE
DESIGNED BY
NO. DATE
PROJECT INFORMATION
APPROVED BY
JERRY W. REYNOLDS
JERRY W. REYNOLDS
BY
DRAWING NUMBER
CADD FILE NO.
REVISION
DRAWN BY
architectReynoldsJerry W.
904 WEST CYNTHIA TRAIL
GOODLETTSVILLE, TN 37072-3517
PHONE (615) 855 - 0406
architecture planning interior design
RESERVED FOR CONSULTANT LOGO
RESERVED FOR SEAL
JER
RYW. REYNO
L
DS
AGRICULTURE
C
OMM ERCE
XVI
RE
G
IS
TERED ARCH
ITE
CT
NO. 13885
ST
ATEOF TENNESS
E
E
SP
EC
UL
AT
IVE
BU
ILD
ING
TH
E I
ND
UST
RIA
L D
EV
EL
OPM
EN
T B
OA
RD
OF
MA
UR
Y C
OU
NT
Y
MT
. PL
EA
SA
NT
, TN
CH
ER
RY
GL
EN
BU
SIN
ES
S &
IN
DU
ST
RIA
L P
AR
K
5/23/2016
515A521
0 1’ 2’6"
DOOR HEAD
DOOR JAMB
DOOR HEAD
A5.2
H3
A5.2
H2
A5.2
S3
A5.2
J2
A5.2
J3
A5.2
J2A
DETAIL
DETAIL
DETAIL
DETAIL
DETAIL DETAIL
2"
SE
E S
CH
ED
UL
E4
"S
EE
SC
HE
DU
LE
A5.2
H1
A5.2
J1
DETAIL
DETAIL
OP
EN
ING
DO
OR
DOOR SILL
DOOR TYPES
FRAME TYPES
2" 4
"
8 "
FRAME TYPES
a b c d
58"
115 16" 115 16"
12" TYP. 12" TYP.
58"
115 16" 115 16"
478" 478"
758"
758"
758"
WINDOW TYPES
DRAWING NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
CAULK.
GIRT.
TYPICAL
GROUT FRAME SOLID.
HOLLOW METAL FRAME.
EXTEND CHANNEL TO GIRT.
INSULATED OVERHEAD COILING DOOR.
HOLLOW METAL DOOR.
WINDOW.
TINTED, INSULATING GLASS, TEMPERED WHERE SHOWN BY "T".
STEEL CHANNEL, PAINTED.
8" CMU, SPLIT FACE EXTERIOR.
8" CMU, SPLIT FACE BOND BEAM EXTERIOR.
1
1
2
2
2
4
4
4
4
SEALANT EXTERIOR.
44
4
4
5
5
5
5
5
5
5
6
6
6
7
7
8
8
8
9
9
9
10
10
11
12
12
12
13
14
15 153
3
3
3
1
SIDING.
8
2"
4 1/2" 148
16.
17. FLASHING.
17
758"
17
1/4" STEEL PLATE EACH SIDE, WELDED AND PAINTED.
A5.2
OPENING
SCHEDULES &
DETAILS
WINDOW HEAD
WINDOW JAMB
3’-0"
7’-0"
16’-0"
14
’-0
"
T
4’-0"
6’-0
"1’-
4"
7’-0"
3’-0"
14
’-0
"
16’-0"
14
13
14
12
3
8
9
A5.2
S1 DETAIL
758"
WINDOW SILL
4 5
14
13
14
13
17
1
8" CMU, REGULAR CAP.
16
18. FOAM INSULATION.
18
18
18
18
18
19. FIBERGLASS INSULATION.
19
19
19
DOOR JAMB (METAL)
DOOR JAMB (CMU)
758"
20. 4" SPLITFACE AND REGULAR CMU.
2020
20 20
20 20
106
6
11
DATE
JOB NO.
SCALE
DESIGNED BY
NO. DATE
PROJECT INFORMATION
APPROVED BY
JERRY W. REYNOLDS
JERRY W. REYNOLDS
BY
DRAWING NUMBER
CADD FILE NO.
REVISION
DRAWN BY
architectReynoldsJerry W.
904 WEST CYNTHIA TRAIL
GOODLETTSVILLE, TN 37072-3517
PHONE (615) 855 - 0406
architecture planning interior design
RESERVED FOR CONSULTANT LOGO
RESERVED FOR SEAL
JER
RYW. REYNO
L
DS
AGRICULTURE
C
OMM ERCE
XVI
RE
G
IS
TERED ARCH
ITE
CT
NO. 13885
ST
ATEOF TENNESS
E
E
SP
EC
UL
AT
IVE
BU
ILD
ING
TH
E I
ND
UST
RIA
L D
EV
EL
OPM
EN
T B
OA
RD
OF
MA
UR
Y C
OU
NT
Y
MT
. PL
EA
SA
NT
, TN
CH
ER
RY
GL
EN
BU
SIN
ES
S &
IN
DU
ST
RIA
L P
AR
K
5/23/2016
515A521
SECTION
0 1’ 2’ 4’ 8’
A8.3
A SECTION
0 1’ 2’ 4’ 8’
SECTION
0 1’ 2’ 4’ 8’
SECTION
0 1’ 2’ 4’ 8’
A8.3
B
A8.3
C
A8.3
D
1
7
7
7
11
13
12
1616
16
1717
17
18
18
201
1
A8.3
WALL
SECTIONS
5
514
12
513
12
14
12
10
10
10
5
13
12
7
21
12
1811
18
15
6
13
12
FLOOR ELEV. 655.5
32
’-0
"
1
12
TYP.
13
13
13
20
1
11
13
DRAWING NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
DRIVE THROUGH OVERHEAD COILING DOOR.
HOLLOW METAL PEDESTRIAN DOOR.
ALUMINUM STOREFRONT / WINDOW WITH TINTED / INSULATING GLASS.
MANUFACTURER’S STANDARD PURLIN / GIRT.
15.
16.
17.
18.
PRE-ENGINEERED BUILDING COLUMN.
MANUFACTURER’S STANDARD GUTTER AND DOWNSPOUT SYSTEM.
19. MASONRY CONSTRUCTION JOINT.
20.
FOUNDATION, SEE STRUCTURAL.
8" SPLIT FACE CMU, FOAM FILLED.
8" REGULAR CMU BOND BEAM.
GRAVEL BASE FOR FUTURE SLAB.
21.
STANDING SEAM GALVALUME METAL ROOF WITH 6" FIBERGLASS INSULATION.
MANUFACTURER’S STANDARD WALL PANEL WITH 4" FIBERGLASS INSULATION.
SIDING CLOSURE.
5’ WALL LITE PANELS.
MANUFACTURER’S STANDARD PRE-FINISHED METAL FLASHING.
CLEAN AND TOUCH UP STEEL WITH MANUFACTURER’S PRIMER AS REQUIRED.
FINISH GRADE, SEE CIVIL DRAWINGS.
ELASTOMERIC PAINT FINISH.
FUTURE 6" CONCRETE SLAB.
MANUFACTURER’S STANDARD PRE-FINISHED METAL EAVE TRIM.
DATE
JOB NO.
SCALE
DESIGNED BY
NO. DATE
PROJECT INFORMATION
APPROVED BY
JERRY W. REYNOLDS
JERRY W. REYNOLDS
BY
DRAWING NUMBER
CADD FILE NO.
REVISION
DRAWN BY
architectReynoldsJerry W.
904 WEST CYNTHIA TRAIL
GOODLETTSVILLE, TN 37072-3517
PHONE (615) 855 - 0406
architecture planning interior design
RESERVED FOR CONSULTANT LOGO
RESERVED FOR SEAL
JER
RYW. REYNO
L
DS
AGRICULTURE
C
OMM ERCE
XVI
RE
G
IS
TERED ARCH
ITE
CT
NO. 13885
ST
ATEOF TENNESS
E
E
SP
EC
UL
AT
IVE
BU
ILD
ING
TH
E I
ND
UST
RIA
L D
EV
EL
OPM
EN
T B
OA
RD
OF
MA
UR
Y C
OU
NT
Y
MT
. PL
EA
SA
NT
, TN
CH
ER
RY
GL
EN
BU
SIN
ES
S &
IN
DU
ST
RIA
L P
AR
K
5/23/2016
515A521
BUILDING NORTH0 32’16’8’4’
250’-0"
10
0’-0
"1
00
’-0
"
S2.2
1/16 " = 1’ - 0"
FOUNDATIONPLAN
FOUNDATION PLAN
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
MASONRY JOINT.
15.
16.
17.
18.
SEISMIC ANALYSIS
3. Site Class = B
5. Seismic Design Category = B
7. Design base shear = 30 kips
8. Seismic response coefficient = Cs = 3.25
DESIGN LOADS SHALL BE APPLIED IN ACCORDANCE WITH IBC 2006 AS FOLLOWS -
HORIZONTAL JOINT REINFORCING AT 16" O.C.
6. NO FOOTING SHALL BEAR DIRECTLY ON ROCK.
2. THE CONCRETE FOUNDATIONS SHALL BEAR ON UNDISTURBED EARTH.
3. ALL UNDERCUTTING OF INADEQUATE SOIL MATERIAL SHALL BE AT THE DIRECTION
OF THE GEOTECHNICAL ENGINEER.
4. BACKFILL ALL EXCAVATIONS WITH STONE CONFORMING TO SIZE NO. 57 ASTM D448
PLACED IN SUITABLE LIFTS AND COMPACTED TO 100% OF MAXIMUM DRY DENSITY.
7. A MINIMUM THICKNESS OF 6" OF GRANULAR FILL SHALL BE PLACED UNDER
FOUNDATIONS BEARING ON ROCK.
BUILDING DESIGN
FOUNDATION DESIGN
CMU VERTICAL REINFORCING NO. 4 AT 48" O.C. AND ALL BEARING POINTS.
2. Mapped Spectral Response: Ss = 0.360, S1 = 0.136
GREG EDRINGTON
1. FOUNDATION DESIGN IS BASED ON 2,500 PSI SOIL BEARING RECOMMENDED BY
GEOTECHNICAL REPORT BY CEC, INC. DATED 4/19/2016. ENGINEER TO CONFIRM.
CONT. 3’-0" X 1’-0" FOOTING REINF. WITH 3 NO. 5 CONT. AND ONE N0. 5 CROSS BAR AT 12" O.C..
6’-0" X 6’-0" X 1’-6" FRAME FOOTING TYPICAL.
REINFORCE WITH 9 NO. 6 E.W. AT TOP AND BOTTOM, 3" CLEAR FROM EARTH.
5’-0" X 5’-0" X 12" FOOTING WITH NO. 5 AT 8" O.C.E.W., 3" CLEAR FROM EARTH.
ANCHOR BOLTS WITH 9" EMBED AND 3" PROJ. PER PRE-ENGINEERED BUILDING MFG.
FILL REINFORCED CMU CORES CONTINUOUS WITH GROUT.
19
1
19
2,3
2,3
4
4
6
6
6
6
8
8
8
9
9
911
11
12
12
12
12
PRE-ENGINEERED FRAME / COLUMN.
13
13
13
STRUCTURAL NOTES
14
14
1. Seismic Importance Factor = 1.0 = Occupancy Category = II
4. Spectral response coefficients = SDS = 0.315 SD1 = 0.179
17
17
17
17
5. ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM DEPTH OF 12" BELOW
FINISHED GRADE.
7’-0" X 7’-0" X 1’-6" FOOTING WITH NO. 6 AT 8" O.C.E.W. T&B, 3" CLEAR FROM EARTH.
ANCHOR BOLTS WITH 13" EMBED AND 5" PROJ. PER PRE-ENGINEERED BUILDING MFG.
ANCHOR BOLTS WITH 27" EMBED AND 5" PROJ. PER PRE-ENGINEERED BUILDING MFG.
1’-3" X 1’-3" COLUMN PIER, REINF. WITH 4 NO. 5 DOWELS VERTICAL & NO. 3 TIES AT 8" O.C.
13
13
13
13
16 16
16
4
4
4
A
S9.3
A
S9.3
B
S9.3
B
S9.3
C
S9.3
C
S9.3
D
S9.3
D
S9.3
EXPANDABLE END WALL.
18
18
E
S9.3
5
5
5
AGRICULTURE
C
OMM ERCE
RE
G
IS
TERED
E
No.
ST
ATEOF TENNESS
E
E
ENGIN
ER
19152
GREGO
RY BOONE EDR
INGT
ON
LATERAL WIND DEFLECTION SHALL NOT EXCEED THE EAVE HEIGHT / 120.
4" CONCRETE PAD WITH TURNDOWN AS REQUIRED FOR GRADE AND WWF 6X6-W1.4XW1.4..
4" CRUSHED STONE BASE PREPARED FOR FUTURE 6" SLAB.
19.
12" O.C. TOP AND BOTTOM.
CONT. 3’-0" X 1’-0" FOOTING REINF. WITH 3 NO. 5 CONT. AND ONE N0. 5 CROSS BAR AT
15 15
1
1
CMU BOND BEAM WITH 1 NO. 5 CONTINUOUS AT TOP OF CMU WALLS.
20
0’-0
"
1515
15
15
15
5/19/2016
8 5
/8 "
24’-3 3
/8 "
25’-0"
25’-0"
25’-0"
25’-0"
25’-0"
25’-0"
24’-3 3
/8 "
8 5
/8 "
8 5/8 " 24’-9 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-10 1/2 " 24’-9 1/2 " 8 5/8 "
WIND LOADS -
BASIC WIND SPEED = 90 MPH
MEAN ROOF HEIGHT = 32’
IMPORTANCE FACTOR = 1.0
EXPOSURE CATAGORY = B
COMPONENTS AND CLADDING (TRIB. AREA = 100FT.)
WALL LOADS = -13.6 PSF INTERIOR AND -15.1 PSF EDGE
ROOF LOADS = -13.3 PSF ROOF AND -15.8 EDGE
REFER TO IBC 2006 FOR REQUIREMENTS OF DIFFERENT LOADING CONDITIONS.
ROOF DEAD LOAD = 10 PSF
ROOF LIVE LOAD = 20 PSF (REDUCIBLE)
SNOW LOAD -
GROUND SNOW LOAD Pg = 10 PSF
FLAT ROOF SNOW LOAD Pf = 12 PSF
SNOW EXPOSURE FACTOR Ce = 0.7
IMPORTANCE FACTOR I = 1.0
THERMAL FACTOR Ct = 1.0
6. Basic seismic-force-resisting system = Ordinary Moment Braced Frame (B3)
9. Response modification factor = R
10. Analysis Procedure Used = Equivalent Force
2, 3
72, 3
2, 37
7
DATE
JOB NO.
SCALE
DESIGNED BY
NO. DATE
PROJECT INFORMATION
APPROVED BY
JERRY W. REYNOLDS
JERRY W. REYNOLDS
BY
DRAWING NUMBER
CADD FILE NO.
REVISION
DRAWN BY
architectReynoldsJerry W.
904 WEST CYNTHIA TRAIL
GOODLETTSVILLE, TN 37072-3517
PHONE (615) 855 - 0406
architecture planning interior design
RESERVED FOR CONSULTANT LOGO
RESERVED FOR SEAL
JER
RYW. REYNO
L
DS
AGRICULTURE
C
OMM ERCE
XVI
RE
G
IS
TERED ARCH
ITE
CT
NO. 13885
ST
ATEOF TENNESS
E
E
SP
EC
UL
AT
IVE
BU
ILD
ING
TH
E I
ND
UST
RIA
L D
EV
EL
OPM
EN
T B
OA
RD
OF
MA
UR
Y C
OU
NT
Y
MT
. PL
EA
SA
NT
, TN
CH
ER
RY
GL
EN
BU
SIN
ES
S &
IN
DU
ST
RIA
L P
AR
K
5/23/2016
1 2 3 4 5 6 7 8 9 10 11
J
E
A
H
G
C
B
D
F
S9.3
S9.3
ASECTION
0 1’6"
S9.3
BSECTION
0 1’6"
S9.3
CSECTION
0 1’6"
S9.3
DSECTION
0 1’6"
1 1/2 " = 1’ - 0"
DETAILS
S9.1
ESECTION
0 1’6"
GREG EDRINGTON
1’-0
"
1’-
4"
3’-0"
1’-0
"
1’-0
"
5’-0"
1’-
4"
3’-0"
6’-0"
1’-0
"
1’-6
"
1’-
4"
6’-0"
1’-6
"1’-
4"
1’-6
"
1
19
2,3
4
17
15
1515
6
6
6 6
8
8
8 8
9
9 9
11 14
14
1414
5’-0"
1’-
0" M
IN.
1’-
0" M
IN.
1’-
0" M
IN.
7’-0"
1’-3" SQ.
AGRICULTURE
C
OMM ERCE
RE
G
IS
TERED
E
No.
ST
ATEOF TENNESS
E
E
ENGIN
ER
19152
GREGO
RY BOONE EDR
INGT
ON
2 BEYOND
4 BEYOND
13 BEYOND
13 BEYOND
3’-0"
1 BEYOND
1’-
0" M
IN.
7
18
5 BEYOND
13
16
5/19/2016
19 BEYOND
13
1 BEYOND
13
7 7
16 BEYOND AT GRID E
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
MASONRY JOINT.
15.
16.
17.
18.
HORIZONTAL JOINT REINFORCING AT 16" O.C.
CMU VERTICAL REINFORCING NO. 4 AT 48" O.C. AND ALL BEARING POINTS.
CONT. 3’-0" X 1’-0" FOOTING REINF. WITH 3 NO. 5 CONT. AND ONE N0. 5 CROSS BAR AT 12" O.C..
6’-0" X 6’-0" X 1’-6" FRAME FOOTING TYPICAL.
REINFORCE WITH 9 NO. 6 E.W. AT TOP AND BOTTOM, 3" CLEAR FROM EARTH.
5’-0" X 5’-0" X 12" FOOTING WITH NO. 5 AT 8" O.C.E.W., 3" CLEAR FROM EARTH.
ANCHOR BOLTS WITH 9" EMBED AND 3" PROJ. PER PRE-ENGINEERED BUILDING MFG.
FILL REINFORCED CMU CORES CONTINUOUS WITH GROUT.
PRE-ENGINEERED FRAME / COLUMN.
STRUCTURAL NOTES
7’-0" X 7’-0" X 1’-6" FOOTING WITH NO. 6 AT 8" O.C.E.W. T&B, 3" CLEAR FROM EARTH.
ANCHOR BOLTS WITH 13" EMBED AND 5" PROJ. PER PRE-ENGINEERED BUILDING MFG.
ANCHOR BOLTS WITH 27" EMBED AND 5" PROJ. PER PRE-ENGINEERED BUILDING MFG.
1’-3" X 1’-3" COLUMN PIER, REINF. WITH 4 NO. 5 DOWELS VERTICAL & NO. 3 TIES AT 8" O.C.
EXPANDABLE END WALL.
4" CONCRETE PAD WITH TURNDOWN AS REQUIRED FOR GRADE AND WWF 6X6-W1.4XW1.4..
4" CRUSHED STONE BASE PREPARED FOR FUTURE 6" SLAB.
19.
12" O.C. TOP AND BOTTOM.
CONT. 3’-0" X 1’-0" FOOTING REINF. WITH 3 NO. 5 CONT. AND ONE N0. 5 CROSS BAR AT
CMU BOND BEAM WITH 1 NO. 5 CONTINUOUS AT TOP OF CMU WALLS.
DATE
JOB NO.
SCALE
DESIGNED BY
NO. DATE
PROJECT INFORMATION
APPROVED BY
JERRY W. REYNOLDS
JERRY W. REYNOLDS
BY
DRAWING NUMBER
CADD FILE NO.
REVISION
DRAWN BY
architectReynoldsJerry W.
904 WEST CYNTHIA TRAIL
GOODLETTSVILLE, TN 37072-3517
PHONE (615) 855 - 0406
architecture planning interior design
RESERVED FOR CONSULTANT LOGO
RESERVED FOR SEAL
JER
RYW. REYNO
L
DS
AGRICULTURE
C
OMM ERCE
XVI
RE
G
IS
TERED ARCH
ITE
CT
NO. 13885
ST
ATEOF TENNESS
E
E
SP
EC
UL
AT
IVE
BU
ILD
ING
TH
E I
ND
UST
RIA
L D
EV
EL
OPM
EN
T B
OA
RD
OF
MA
UR
Y C
OU
NT
Y
MT
. PL
EA
SA
NT
, TN
CH
ER
RY
GL
EN
BU
SIN
ES
S &
IN
DU
ST
RIA
L P
AR
K
5/23/2016