a0 · wired glass wood abbreviations ga galv gauge galvanized gl glass, glazing pwd qt ref plywood...

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


9

A


ELEVATION NUMBER

INTERIOR ELEVATION INDICATOR

1

4 2

3

A3.3


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




PHONE (615) 855 - 0406


RESERVED FOR CONSULTANT LOGO

RESERVED FOR SEAL

JER

RYW. REYNO

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AGRICULTURE

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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




PHONE (615) 855 - 0406



RESERVED FOR SEAL

JER

RYW. REYNO

L

DS

AGRICULTURE

C

OMM ERCE

XVI

RE

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TERED ARCH

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CT

NO. 13885

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ATEOF TENNESS

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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.



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


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




PHONE (615) 855 - 0406



RESERVED FOR SEAL

JER

RYW. REYNO

L

DS

AGRICULTURE

C

OMM ERCE

XVI

RE

G

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TERED ARCH

ITE

CT

NO. 13885

ST

ATEOF TENNESS

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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.



ALUMINUM STOREFRONT / WINDOW WITH TINTED / INSULATING GLASS.

12

1

CROSS SECTION

MANUFACTURER’S STANDARD PURLIN / GIRT.

15.

16.

17.

18.

PRE-ENGINEERED BUILDING COLUMN.


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" 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



SIDING CLOSURE.

13

13

20


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


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




PHONE (615) 855 - 0406



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

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SP

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BU

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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




PHONE (615) 855 - 0406



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

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SP

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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.



ALUMINUM STOREFRONT / WINDOW WITH TINTED / INSULATING GLASS.

MANUFACTURER’S STANDARD PURLIN / GIRT.

15.

16.

17.

18.

PRE-ENGINEERED BUILDING COLUMN.


19. MASONRY CONSTRUCTION JOINT.

20.

FOUNDATION, SEE STRUCTURAL.


8" REGULAR CMU BOND BEAM.

GRAVEL BASE FOR FUTURE SLAB.

21.



SIDING CLOSURE.


MANUFACTURER’S STANDARD PRE-FINISHED METAL FLASHING.

CLEAN AND TOUCH UP STEEL WITH MANUFACTURER’S PRIMER AS REQUIRED.


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




PHONE (615) 855 - 0406



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

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BU

ILD

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TH

E I

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RIA

L D

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OPM

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RD

OF

MA

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OU

NT

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MT

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EA

SA

NT

, TN

CH

ER

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GL

EN

BU

SIN

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S &

IN

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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.



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




PHONE (615) 855 - 0406



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

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OF

MA

UR

Y C

OU

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MT

. PL

EA

SA

NT

, TN

CH

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GL

EN

BU

SIN

ES

S &

IN

DU

ST

RIA

L P

AR

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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.


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.



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




PHONE (615) 855 - 0406



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

a0 · wired glass wood abbreviations ga galv gauge galvanized gl glass, glazing pwd qt ref plywood...

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