construction documents 04-19-13phillipsbrothersinc.com/14711/img/agents/14711/custom_img...s0.1...

A R C H I T E C T S1122 LADY STREET, SUITE 810 COLUMBIA, SOUTH CAROLINA 29201

PHONE (803) 799-6502 www.cdacolumbia.com FAX (803) 799-2014

INDEX OF DRAWINGSPROJECT DIRECTORY SUBM

ITTA

L DAT

E:

Th

isdocu

me

ntis

pro

pe

rty

ofC

urt

Da

vis

&A

sso

cia

tes,

Inc.,

Arc

hite

cts

.T

he

una

uth

orize

dre

pro

du

ction,

co

pyin

gor

oth

erw

ise

su

eofth

isdo

cum

en

tis

str

ictly

pro

hi b

ite

da

nd

any

inf r

ing

em

en

tth

ere

upo

nm

ay

be

subje

ctto

leg

alactio

n.

Cop

yri

gh

tC

2012

C

urt

Da

vis

&A

sso

cia

tes,I n

c.,

Arc

hitects

VICINITY MAP

4/1

8/2

013 5

:37:4

7 P

MC

:\P

roje

cts

(Local)\0

9256 S

heep B

arn

_Lorr

ain

e.r

vt

SHEEP BARN

CLEMSON UNIVERSITY 04/0

4/13

S HEE

P BA

RN

04/04/13

OWNERCLEMSON UNIVERSITY FACILITIESGENTRY HALLCLEMSON, SC 29634TEL: (864) 656-4410CONTACT: MIKE PARKERE-MAIL: [email protected]

ARCHITECTCURT DAVIS & ASSOCIATES, INC.1122 LADY STREET, SUITE 810COLUMBIA, SC 29201TEL: (803)799-6502FAX: (803) 799-2014CONTACT: JOSEPH GUIDOE-MAIL: [email protected]

CIVILSUMMIT ENGINEERING GROUP, INC.9601 WARREN H. ABERNATHY HWY.SPARTANABURG, SC 29301TEL: (864) 949-1111 EXT. 3109CONTACT: RICH ANDERSON, PEE-mail: [email protected]

PLUMBING, MECHANICAL & ELECTRICALRMF ENGINEERING, INC.194 SEVEN FARMS DRIVE, SUITE GCHARLESTON, SC 29492TEL: (843) 971-9639FAX: (843) 971-9641CONTACT: DON ZIMMERMANE-MAIL: [email protected]

SHEET NUMBER SHEET NAME

AERIAL VIEW

G0.0 COVER SHEET

CIVILC0.1 SITE PLAN

CODEA0.2 BUILDING CODE ANALYSISA0.3 GENERAL PROJECT INFORMATION

ARCHITECTURALA1.1 FLOOR & REFLECTED CEILING PLANA1.2 SLAB & EQUIPMENT PLANA2.1 EXTERIOR ELEVATIONSA3.1 BUILDING SECTION & DETAILSA6.1 DOOR & ROOM FINISH SCHEDULE

STRUCTURALS0.1 TYPICAL BUILDING CONSTRUCTION

(FOR REFERENCE PURPOSES ONLY)

PLUMBING & MECHANICALMP1.0 FLOOR PLAN (PLUMBING)MP2.0 FLOOR PLAN (MECHANICAL)MP3.0 DETAILS AND SCHEMATICSMP4.0 SPECIFICATIONSMP4.1 SPECIFICATIONSMP4.2 SPECIFICATIONSMP4.3 SPECIFICATIONSMP5.0 DETAILS AND SCHEDULES

ELECTRICALE0.0 ELECTRICAL LEGEND AND ABBREVIATIONSE1.1 ELECTRICAL FLOOR PLANE2.1 ELECTRICAL SCHEDULES AND SINGLE LINE

DIAGRAME3.1 ELECTRICAL SPECIFICATIONSE3.2 ELECTRICAL SPECIFICATIONS

CODE ITEM

FIRE RESISTANCE RATING REQUIREMENTSFOR BUILDING ELEMENTS (HOURS)

CODEREFERENCE *NOTESAREA 1

(GROUP - U OCCUPANCY)

BUILDING CODE ANALYSISIBC 2006

STRUCTURAL FRAME:INCLUDING COLUMNS, GIRDERS, TRUSSES

BEARING WALLS:EXTERIOR -INTERIOR -

NON-BEARING WALLS AND PARTITIONS:EXTERIOR -INTERIOR -

FLOOR CONSTRUCTION:INCLUDING SUPPORTING BEAMS & JOISTS

ROOF CONSTRUCTION:INCLUDING SUPPORTING BEAMS & JOISTS

FIRE RESISTANCE RATING REQUIREMENTSFOR SEPARATION WALLS (HOURS)

0 -TABLE 601

0 -TABLE 601TABLE 601

0 -TABLE 602TABLE 601

0 -TABLE 601

0 -TABLE 601

FIRE WALLS TABLE 705.4 N/A -

OCCUPANCY SEPARATION WALLS TABLE 508.3.3 NA

EXIT STAIR SECTION 1020.1 N/A

HORIZONTAL EXIT N/A -

EXIT DISCHARGE SECTION 1024 N/A -

EXIT ACCESS CORRIDOR WALLS TABLE 1017.1 NA

ELEVATOR SHAFT WALLS SECTION 707.4 N/A -

FIRE PARTITIONS SECTION 708 N/A -

SECTION 1022.2

FIRE PROTECTION

SMOKE BARRIERS, REQUIRED SECTIONS407.4 & 408.6

DRAFTSTOPPING, REQUIRED SECTION 717

FIREBLOCKING, REQUIRED SECTION 717

SPRINKLERS, REQUIRED SECTION 903

STANDPIPES, REQUIRED SECTION 905

FIRE ALARM & DETECTION SYSTEM, REQUIRED SECTION 907

SMOKE CONTROL SYSTEMS, REQUIRED SECTION 909

NO -

NO -

NO -

NO

NO

NO

NO -

PLUMBING FIXTURES(BUSINESS OCCUPANCY)WATER CLOSET (UNISEX)

REQUIRED

PROVIDED

IPC, 403.2 0

1 -

-

-

CODE ITEM CODEREFERENCE *NOTESAREA 1

POLE BARN

ACTUAL BUILDING AREA 3,473

GENERAL BUILDINGHEIGHTS AND AREAS

(SQUARE FEET)

*NOTES

ALLOWABLE BUILDING HEIGHT: 2

ACTUAL BUILDING HEIGHT:

(OCCUPANCY - U, AGRICULTURE)

SPACE OCCUPANCY CLASSIFICATION

OCCUPANCYCLASSIFICATION

POLE BARN

NOTE 2:AS PER SECTION 508.3.1 ACCESSORY OCCUPANCIES, THE WORK AREA IS LESS THAN 10% OF THE AREA OF THE STORY IN WHICH THEY ARE LOCATED AND DOES NOT EXCEED THE TABULARVALUES IN TABLE 503.

GROUP - U, AGRICULTURAL

MEANS OF EGRESS

OCCUPANT LOAD CALCULATIONS TABLE 1004.1.1 12 300 SF PER OCCUPANT (GROSS)

EGRESS WIDTH (INCHES)

(12 PERSONS X 0.2)

TABLE 1005.1 3.6 *

CORRIDOR WIDTH (MINIMUM 44 INCHES) SECTION 1017.2

STAIR WIDTH (MINIMUM 44 INCHES) SECTION 1009.1

* 36" MIN. - WITH REQUIRED OCCUPANCYLESS THAN 50

EXIT ACCESS TRAVELDISTANCE (FEET)

C104.1

REQUIRED

PROVIDED -23'-0"

10'-0" (PROVIDED)

N/A

300 (MAXIMUM) *

PROJECT OVERVIEW:THE PROJECT CONSISTS OF ADDING A NEW POLE BARN ON THE SIMPSON EXPERIMENT STATION (SOUTH AREA). THE NEWFACILITY WILL ACCOMMODATE APPROXIMATELY 200 EWES WITH LAMBS, A BIOSECURITY ENTRY, OFFICE, STORAGE AREA, WORKAREA AND A UNISEX BATHROOM. SITE UTILITIES WILL NEED TO BE EXTENDED TO THE NEW BARN, A NEW SEPTIC SYSTEM WILL BEREQUIRED AS WELL AS A NEW GRAVEL PARKING AREA.

CONSTRUCTION TYPE:TYPE VB, UNSPRINKLED. (PER 2006 IBC APPENDIX C TABLE C102.1.)

OCCUPANCY:U - AGRICULTURAL

1

-

* 36" MIN. - WITH REQUIRED OCCUPANCYLESS THAN 50

-

-

-

-

-

ALLOWABLE BUILDING AREA 12,000(SQUARE FEET)

CODEREFERENCEAPPENDIX C

(STORIES)

(STORIES)

APPENDIX C

APPENDIX C

APPENDIX C

NOTE 1:THE POLE BARN WILL BE A TYPE V,B NON-PROTECTED, UNSPRINKLERED AND IS CONSIDERED A GROUP U - AGRICULTURAL BUILDING (SEE IBC APPENDIX C SECTION 101.1).

-

-

(GROUP - U OCCUPANCY)

--

-

PROVIDED

REQUIRED

LAVATORY (UNISEX) IPC, 403.2 0

1

-

NOTE 3:CHAPTER 11 - ACCESSIBILITY1103.2.5 UTILITY BUILDINGS: OCCUPANCIES IN GROUP U ARE EXEMPT FROM THE REQUIREMENTS IN THIS CHAPTER OTHER THAN THE FOLLOWING:

1) IN AGRICULTURAL BUILDINGS, ACCESS IS REQUIRED TO PAVED WORK AREAS AND AREAS OPEN TO THE GENERAL PUBLIC.2) PRIVATE GARAGES OR CARPORTS THAT CONTAIN REQUIRED ACCESSIBLE PARKING.

NOTE 3:CHAPTER 11 - ACCESSIBILITY1103.25 UTILITY BUILDINGS: OCCUPANCIES IN GROUP - U ARE EXEMPT FROM THE REQUIREMENTS IN THIS CHAPTER.

THIS IS A NEW PROPOSED FACILITY THAT WILL CONSIST OF NEW POLE BARN STRUCTURE. THIS FACILITY WILL PRIMARILY BE A RANGEDFACILITY FOR SOUTHDOWN SHEEP. HOWEVER, THE BARN WILL BE NECESSARY FOR HOUSING THE EWES DURING THE LAMBING SEASON.THE BARN WILL BE CONSTRUCTED TO HOUSE EWES WITH LAMBS THAT WILL HAVE AN AVERAGE ANIMAL LIVE WEIGHT OF APPROXIMATELY150 POUNDS. THE MAXIMUM CAPACITY OF THE BARN IS 200 ANIMALS (LAMBING RATE 170%). THEREFORE, THE NORMAL PRODUCTIONLIVE WEIGHT IS CALCULATED FOR THIS FACILITY AT MAX. CAPACITY OF 30,000 POUNDS. THIS OPERATION WOULD BE CLASSIFIED AS ASMALL CONFINED ANIMAL FACILITY AND DOES REQUIRE A SC DHEC AGRICULTURAL OPERATION PERMIT. A NEW PERMIT APPLICATION ANDAN AGRICULTURAL FACILITY MANAGEMENT PLAN WILL NEED TO BE SUBMITTED TO SC DHEC FOR THIS FACILITY.

DHEC:

C104.1

10'-0" (PROVIDED)

60' (MAXIMUM) *

REQUIRED

PROVIDED

A R C H I T E C T S

1 2 3 4 5 6

D

E

C

B

A

D

E

C

B

A

1

1122 LADY STREET, SUITE 810 COLUMBIA, SOUTH CAROLINA 29201PHONE (803) 799-6502 www.cdacolumbia.com FAX (803) 799-2014

2 3 4

5 6

Th

isdocu

me

ntis

pro

pe

rty

ofC

urt

Da

vis

&A

sso

cia

tes,

Inc.,

Arc

hite

cts

.T

he

una

uth

orize

dre

pro

du

ction,

co

pyin

gor

oth

erw

ise

su

eofth

isdo

cum

en

tis

str

ictly

pro

hi b

ite

da

nd

any

inf r

ing

em

en

tth

ere

upo

nm

ay

be

subje

ctto

leg

alactio

n.

Cop

yri

gh

tC

2012

C

urt

Da

vis

&A

sso

cia

tes,I n

c.,

Arc

hitects

FARM ANIMAL RESEARCHFACILITIES:

4/1

8/2

013 5

:37:3

7 P

M

CLEMSON, SC 29634 A0.2

09-256.02

JG

04/04/13

BUILDING CODE ANALYSIS

CLEMSON UNIVERSITY

SHEEP BARNREV # REV DATE

SECTION 313116 - SOIL TREATMENT

A. Termiticide: Provide an EPA-Registered termiticide, complying with requirements of authorities havingjurisdiction, in an aqueous solution formulated to prevent termite infestation. Provide quantity required forapplication at the label volume and rate for the maximum termiticide concentration allowed for each specific use,according to product's EPA-Registered Label.1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:

a. BASF Corporation, Agricultural Products; Termidor.b. FMC Corporation, Agricultural Products Group; Dragnet FT, Talstar, Prevail.c. Syngenta; Prelude.

2. Service Life of Treatment: Soil treatment termiticide that is effective for not less than five years against infestation of subterranean termites.

@ ATACT ACOUSTICAL CEILING TILEAFF ABOVE FINISHED FLOORADJ. ADJUSTABLEALUM. ALUMINUMAPPROX. APPROXIMATELYBD. BOARDBLDG. BUILDINGBRG. BEARINGCG. CORNER GUARDCJ. CONTROL JOINTCL. CENTER LINECLG. CEILINGCMU. CONCRETE MASONRY UNITCOL. COLUMNCONC. CONCRETECONST. CONSTRUCTIONCONT. CONTINUOUSDET. DETAILDIA. DIAMETERDIM. DIMENSIONDN. DOWNDS. DOWNSPOUTDWG. DRAWINGEJ. EXPANSION JOINTEWC. ELECTRICAL WATER COOLEREA. EACHELEV. ELEVATIONEQ. EQUALEQUIP. EQUIPMENTEXIST . EXISTINGEXT. EXTERIORFD. FLOOR DRAINFE. FIRE EXTINGUISHERFEC. FIRE EXTINGUISHER CABINETFIN. FINISHFLR. FLOORFT. FOOT, FEETFTG. FOOTINGGA. GAUGEGALV. GALVANIZEDGEN. GENERALGOVT. GOVERNMENTGWB. GYPSUM WALL BOARDGYP.BD. GYPSUM BOARDHC. HANDICAPHM. HOLLOW METALHORIZ. HORIZONTALHR. HOURHT. HEIGHT

IN. INCHINSUL. INSULATIONINT. INTERIORJST. JOISTLAM. LAMINATELAV. LAVATORYLB. POUNDMO. MASONRY OPENINGMAX. MAXIMUMMBM. METAL BUILDING MANUFACTURERMECH. MECHANICALMIN. MINIMUMMIRR. MIRRORMISC. MISCELLANEOUSMTL. METALN/A NOT APPLICABLENIC. NOT IN CONTRACTNO. NUMBERO.C. ON CENTERO.H. OVER HEADOPNG. OPENINGOPP. OPPOSITEOPP.HD OPPOSITE HANDPB. PIPE BOLLARDPL. PLATEPT. PRESSURE TREATEDRD. ROOF DRAINRH. ROOF HATCHRO. ROUGH OPENINGREQ'D. REQUIREDRTF. ROOF TOP FANRTGP. ROOF TOP GAS PACKRTV. ROOF TOP VENTSF. SQUARE FEETS.S. STAINLESS STEELSIM. SIMILARSL. STEEL LINESQ. SQUARESTRUCT. STRUCTURET.O. TOP OFT.O.C. TOP OF CURBINGT.O.M. TOP OF MASONRYTYP. TYPICALVERT. VERTICALV.I.F. VERIFY IN FIELDW/ WITHWWF. WELDED WIRE FABRIC

TA-4TA-4

TA-1 TA-8

TA-4TA-4 TA-6

TA-5

TA-2

TA-10TA-11

TA-11

TA-9HC

URINALSTANDARDURINAL

HIGHEWC LOW

EWC

FIREEXTINGUISHERCABINET

TA-1TA-2TA-3TA-4TA-5TA-6TA-7TA-8TA-9TA-10TA-11

TOILET TISSUE DISPENSERPAPER TOWEL DISPENSERNOT USEDGRAB BARSMIRRORSOAP DISPENSERCLOTHES HOOK (MOUNT ON BACK OF DOOR)SANITARY NAPKIN DISPOSAL - NOT USEDMOP HOLDER - NOT USEDTOWEL WASTE RECEPTACLEWATER FOUNTAIN - NOT USED

TOILET ACCESSORY SCHEDULEKEY NO. DESCRIPTION

TA-71' - 0" 3' - 6"

3' - 0"

3' - 0"

MIN.

1' - 7"

6" 3' - 0"

3' - 0"

17"-19" 3' - 8"

1' - 5"

2' - 0"

2' - 5"

2' - 10

"

3' - 1 1/2"

TO REFLECTIVE SU

RFACE

3' - 4" MAX

TO SLOT

3' - 6"

4' - 11

1/4"

9" MIN

2' - 3" MIN.

3' - 0" MAX. 6' - 0"

TO HANDLE

4' - 0"

NOTE: HEIGHTS ARE FOR GENERAL USE - ALL ACCESSORIES MAY NOT BE USED FOR THIS PROJECT

NOTE: COORDINATE ACCESSORIES WITH OWNER FORMANUFACTURER

DIMENSION

DIMENSION

DIMENSION

DIMENSION TO FACE OF OBJECTOR FACE OF STUD/MASONRY

DIMENSION TO EDGE OF SLABAND/OR STRUCTURAL GRID

CLEAR FINISH DIMENSION ORHOLD DIMENSION

A R C H I T E C T S

1 2 3 4 5 6

D

E

C

B

A

D

E

C

B

A

1


2 3 4

5 6

Th

isdocu

me

ntis

pro

pe

rty

ofC

urt

Da

vis

&A

sso

cia

tes,

Inc.,

Arc

hite

cts

.T

he

una

uth

orize

dre

pro

du

ction,

co

pyin

gor

oth

erw

ise

su

eofth

isdo

cum

en

tis

str

ictly

pro

hi b

ite

da

nd

any

inf r

ing

em

en

tth

ere

upo

nm

ay

be

subje

ctto

leg

alactio

n.

Cop

yri

gh

tC

2012

C

urt

Da

vis

&A

sso

cia

tes,I n

c.,

Arc

hitects


4/1

8/2

013 5

:37:3

7 P

M


09-256.02

JG

04/04/13

GENERAL PROJECTINFORMATION

CLEMSON UNIVERSITY

SHEEP BARNREV # REV DATE

FDFD

FD

FD

FD

E E

F F

D D

1 7 14113

6' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 6' - 0"

2 124 5 6 8 9 10 13

ROOF PURLINS BY POLE BARN MANUFACTURER (TYP.)

ROOF TRUSS BY POLE BARN MANUFACTURER (TYP.)

WALL TO EXTEND TO UNDERSIDE OF ROOF PANELSEXTEND WALL FRAMING TO BOTTOM CHORD OF ROOF TRUSS (TYP.)

EXTEND WALL FRAMING TO BOTTOM CHORD OF ROOF TRUSS (TYP.)

LEGEND

FLUORESCENT LIGHT FIXTURE SURFACE

MOUNT TO GYPSUM (SEE ELECTRICAL)

GYPSUM BOARD CEILING,

8'-0" A.F.F. (TYP.)

FLUORESCENT LIGHT FIXTURE SURFACE MOUNTED

TO BOTTOM CHORD OF TRUSS (SEE ELECTRICAL)

F

1 32

A1

A

A

101

TOILET

101

A1

A1

A

102

3' - 6" 3' - 0"

8' -

6" 10

' -

6"

OFFICE

102

SLOPE FLOORS TO DRAIN

POST AS PER POLE BARN DESIGN

PRE-FINISHED METAL WALL

PANELS SECURED TO 2" X 6"

WALL GIRTS

BATHROOM TO BE ADA

COMPLAINT SEE PLUMBING

SHEETS FOR FIXTURES

PROVIDE GRAB BARS AT TOILET

EQ

EQ

8' - 2"

1' - 0"3' - 0" 4' - 2"

12' - 0 1/4" 11' - 6 1/4"

15' - 7 1/4"

9' - 1 1/4"

POST AS PER POLE

BARN MANUFACTURER

EDGE OF CONCRETE

SLAB TO TERMINATE

AT FACE OF POST

RUMINANT

BEDDING

AREA

A1.1

C6

PRESSURE TREATED POST

THROUGH

WALL UNIT

SEE MECHANICAL

2 3/4"

C PRE-FINISHED METAL

LINEAR PANEL

B

A1

D

ELECTRIC WALL HEATER TA-1

TA-2

TA-4

TA-5TA-6

TA-10

5'-0

" M

IN.

1' -

6"

1' -

3"

D

1 3

A6

A3.1 2

107

A

A1

A1

A

BIOSECURITY

103

103

HOSE BIBB

16 LOCKERS BY CONTRACTOR

(SPEC SECTION 105113)

4'-0" LONG BENCH BY

CONTRACTOR

11

' -

4"

3' -

6"

5' - 4"

SLOPE FLOORS TO DRAIN

NON-STATIONARY

FOOTBATH BY OWNER

POST AS PER POLE

BARN MANUFACTURER

PRE-FINISHED METAL WALL PANELS

SECURED TO 2" X 6" WALL GIRTS

4" CONCRETE PAD

SLOPE AWAY

FROM BUILDING

A1.1

E6

EDGE OF CONCRETE SLAB TO

TERMINATE AT FACE OF POST

RUMINANT

BEDDING AREA

PRESSURE TREATED POST

6'-0" HIGH WALL WITH PRE-

FINISHED METAL LINEAR PANELS

BOTH SIDES

EDGE OF CONCRETE SLAB TO

TERMINATE AT FACE OF POST

12' - 0 1/4" 11' - 11 3/4"

13

' -

0"

2 3/4"

CJ CJCJ

THROUGH WALL UNIT SEE MECHANICAL

2 3/4"

4' -

10

"3

' -

0"

1' -

8"

2 3

/4"

2 3/4" 11' - 6 1/4"11' - 4"2 3/4" 2 3/4"2 3/4"

C

A1.2

B5

117

D

7' - 0"

A2.1

E E

F F

D D

1 7 14113

A1

A3.1A1.1

C1

A3.1A1.1

A5

A3.1

2 124 5 6 8 9 10 13

D1

A3.1A1.1

156' - 0"

10

' -

0"

0"

10

' -

0"

13

' -

0"

36

' -

0"

105

11

' -

4"

14

' -

2"

10

' -

6"

BIOSECURITY

103

TOILET

101

OFFICE

102

STORAGE AREA

104

NNNN

COORDINATE LOCATION OF

RISER TUBE FOR LIVESTOCK

FOUNTAINS, SEE PLUMBING

DWG's

112

116

COORDINATE LOCATION OF RISER

TUBE FOR LIVESTOCK FOUNTAINS,

SEE PLUMBING DWG's

COORDINATE LOCATION OF

RISER TUBE FOR LIVESTOCK

FOUNTAINS, SEE PLUMBING

DWG's

COORDINATE LOCATION OF RISER

TUBE FOR LIVESTOCK

FOUNTAINS, SEE PLUMBING DWG's

106

113 114 115

108 109 110 111

A1.1

A3SIM

A1.1

A1SIM

20' - 0"

2 3/4" 8' - 0" EQ EQ 8' - 0" 2 3/4" 2 3/4" 8' - 0" EQ EQ 8' - 0" 2 3/4"

36

' -

0"

6"

3' -

0"

3' -

0"

3' -

0"

3' -

6"

10

' -

0"

3' -

6"

3' -

0"

3' -

0"

3' -

0"

6"

CJ

4" SLAB ON GRADE SEE

STRUCTURAL NOTES

4" CONCRETE APRON

SLOPED AWAY FROM

BUILDING

3' -

0"

4' - 0" 2 3/4" OPEN BAY WORK AREA

36' - 0"

ENCLOSED BAYS

120' - 0"

LINE OF COILING

DOOR HOOD ABOVE

LINE OF COILING DOOR

HOOD ABOVE


HOOD ABOVE

THROUGH WALL INTAKE LOUVER,

SEE MECHANICAL DWG's

LINE OF COILING

DOOR HOOD ABOVE



12' - 0 1/4" 11' - 6 1/4" 12' - 5 1/2" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0"

2 3/4" 8' - 0" EQ EQ 8' - 0" 2 3/4" 2 3/4" 7' - 9 1/4" EQ EQ 8' - 0" 2 3/4"

LAMBING AREA B

106

WORK AREA

107LAMBING AREA A

105





3' -

0"

3' -

0"

3' -

0"

3' -

6"

6"

3' -

6"

3' -

0"

3' -

0"

3' -

0"

6"

C

C

D

D

D

D

D

C

D

FE

4" THICK CONCRETE PAD

FE

5' -

1 1

/2"

5 3/4" 6' - 0"

D

1

2X6 WOOD STUD WALL (SEE WALL TYPES)

2 X WALL GIRTS @ 30" 0.C. VERTICALLY AS PER

POLE BARN MANUFACTURER'S DESIGN

PRE-FINISHED METAL WALL PANEL

PRESSURE TREATED POST AS PER POLE BARN

MANUFACTURER'S DESIGN

2 3

/4"

4 1

/4"

2 3

/4"

2 3/4"2 3/4"

4 1/4"

F

32 3/4"

A1

A POST AS PER POLE

BARN MANUFACTURER


SECURED TO 2" X 6" WALL GIRTS

THIS LINE INDICATES FACE OF POST

AND EDGE OF CONCRETE SLAB

RUMINANT BEDDING AREA

METAL PEN PANELS BY OWNER

1x 4WALL GIRTS @ 30" O.C. VERTICALLY

PRE-FINISHED METAL LINEAR PANELS

OFFICE

102

GENERAL NOTES1. SEE SHEET A3.1 FOR WALL TYPES.

2. ALL DIMENSIONS ARE FROM STUD TO STUD, COLUMN CENTER LINE TO EXTERIOR

MATERIAL OR COLUMN CENTER LINE.

3. SEE SHEET A6.1 FOR EXTERIOR AND INTERIOR WINDOW ELEVATION.

4. WHERE SLOPED FLOORING IS INDICATED SLOPE 1/8" PER 1'-0".

5. INSTALL 6" KRAFT FACED BATT INSULATION IN WALLS AROUND TOILET ROOM 101, OFFICE

102 AND BIOSECURITY ROOM 103.

6. POLE BUILDING SUPPLIER SHALL PROVIDE ALL FRAMING NECESSARY FOR FANS, DOORS,

THRU WALL UNITS, ETC.

A R C H I T E C T S

1 2 3 4 5 6

D

E

C

B

A

D

E

C

B

A

1

1122 LADY STREET, SUITE 810 COLUMBIA, SOUTH CAROLINA 29201


2 3 4

5 6

Th

isdocu

me

ntis

pro

pe

rty

ofC

urt

Da

vis

&A

sso

cia

tes,

Inc.,

Arc

hite

cts

.T

he

una

uth

orize

dre

pro

du

ction,

co

pyin

gor

oth

erw

ise

su

eofth

isdo

cum

en

tis

str

ictly

pro

hi b

ite

da

nd

any

inf r

ing

em

en

tth

ere

upo

nm

ay

be

subje

ctto

leg

alactio

n.

Cop

yri

gh

tC

2012

Curt

Da

vis

&A

sso

cia

tes,I n

c.,

Arc

hitects


4/1

9/2

013 1

1:4

2:0

0 A

M


09-256.02

MFJ

04/04/13

FLOOR & REFLECTEDCEILING PLAN

CLEMSON UNIVERSITY

SHEEP BARN

1/8" = 1'-0"A1.1

B1 REFLECTED CEILING PLAN

1/4" = 1'-0"A1.1 A1.1

A1

ENLARGED PLAN OF TOILET AND

OFFICE 1/4" = 1'-0"A1.1 A1.1

A3 ENLARGED BIOSECURITY

1/8" = 1'-0"A1.1

D1 FLOOR PLAN

1 1/2" = 1'-0"A1.1 A1.1

E6 ENLARGED DETAIL @ CORNER

1 1/2" = 1'-0"A1.1 A1.1

C6 ENLARGED DETAIL AT OFFICE

REV # REV DATE

FD

FD

FD

FD

E E

F F

D D

1 7 14113

156' - 0"

5' - 0"

8' - 0"

10' - 0"

12' - 9 1/4"

2 3/4"

36' - 0"

11' - 4"

14' - 2"

10' - 6"

BIOSECURITY

103

TOILET

101

OFFICE

102

A1.2

A1

2 3/4"

11' - 9 1/2" 11' - 11 3/4" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0"

STORAGE AREA

104

NNNN

2 124 5 6 8 9 10

TILT

TABLESCALE

LIVESTOCK WATER FOUNTAIN WITH CONCRETE

PAD AS PER MFR. (SEE EQUIPMENT NOTE #1)

2 3/4"

35' - 6 1/2"

2 3/4"

13

116

10' - 0"

A6.1

J3







LAMBING AREA A

105

WORK AREA

107

LAMBING AREA B

106

COORDINATE LOCATION OF TILT

TABLE AND SCALES WITH OWNER

F

3

24' - 5 1/2"

4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"

6' - 0"

12' - 0" 8' - 5 1/2" 3' - 6 1/2"

8' - 5 1/2"

7' - 6"

LAMBING

PEN

LAMBING

PEN

LAMBING

PEN

LAMBING

PEN

LAMBING

PEN

8'-0" FEEDING

BUNKS BY OWNER

GATE

4 5

LIVESTOCK WATER

FOUNTAIN

8'-0" x 8'-0" OVERHEAD

DOOR

LAMBING PENS

BY OWNER

METAL PEN

PANELS BY OWNER

METAL PEN PANEL

GATE BY OWNER

E E

F F

D D

1 7 141132 124 5 6 8 9 10 13

CJ

CJ

CJCJ

CJ CJCJCJCJCJCJCJ

EJ

CJ CJ

CJ

CJ

A1.2

A3SIM

10' - 0" 10' - 0"

10' - 0"

13' - 0"

13' - 0"

BEDDING AREA

BEDDING AREA

BEDDING AREA

BEDDING AREA

23' - 9 1/4" 96' - 5 1/2" 35' - 9 1/4"

36' - 0"

OFFICE

102

BIOSECURITY

103

TOILET

101

STORAGE AREA

104

LAMBING AREA B

106

LAMBING AREA A

105

WORK AREA

107

CJ CJ

CJCJ

10' - 0"

4' - 0"

THICKENED SLAB

CJ

CJ

CJ

EJ

CJ

CJ

CJ

EJ

CJ

CJ

CJ

CJ

EJ

A1.2

B5SIM

GENERAL NOTES

ARCHITECTURAL:ARCHITECTURAL:ARCHITECTURAL:ARCHITECTURAL:

1) RUMINANT BEDDING AND UNDERLAYMENT MATERIAL TO BE DETERMINED BY OWNER AND

INSTALLED BY THE GENERAL CONTRACTOR.

2) PROVIDE TERMITE TREATMENT.

STRUCTURAL:STRUCTURAL:STRUCTURAL:STRUCTURAL:

1) 6" SLAB ON GRADE WITH WELDED WIRE FABRIC CENTERED IN THE SLAB (TYP.) ALL LOCATIONS

UNLESS OTHERWISE NOTED. 4" SLAB ON GRADE WITH WELDED WORE FABRIC CENTERED IN

SLAB MAY BE USED IN TOILET 101, OFFICE 102 AND BIOSECURITY 103

4" SLAB ON GRADE W/ 4X4 W2.9 X W2.9 WWF CENTERED IN SLAB (TYP.)

2) CONCRETE STRENGTH SHALL BE 3000 PSI FOR ALL SLABS.

3) CUT ALL CONTROL JOINTS IN SLAB WITH IN12 HOURS OF CONCRETE POUR.

4) PROVIDE A THICKENED SLAB 8" DEEP BY 12" WIDE AT BASE. WITH (2) #4

CONTINUOUS AT ALL EDGE LOCATIONS OF CONCRETE SLAB. PROVIDE EXPANSION JOINTS.

5) LIGHT BROOM FINISH AT ALL LOCATIONS, EXCEPT FINISHED AREAS.

6) FOUNDATION DESIGN FOR POLE BARN PROVIDED BY POLE BARN MANUFACTURER.

7) OVERHEAD COILING DOOR TO MATCH WIND LOAD DESIGN OF POLE BARN BUILDING.

8) PROVIDE 10 MIL VAPOR BARRIER AT ALL SLABS.

RUMINANT BEDDING AREA

SEE NOTE #1

CONCRETE SLAB

D D

C1

A3.1A1.1

8 9

1' - 0"

5 3/4"

6 1/4"

8' - 0"2 3/4"

SLOPED 6" DEEP CONCRETE THRESHOLD

(TYP.) AT ALL SIDEWALL COILING DOORS


HOOD ABOVE

COILING DOOR

2 X 6 AT OVERHEAD DOOR JAMB

6 X 6 PRESSURE TREATED POST AS

PER POLE BARN MANUFACTURER


SECURED TO 2 X 6 WALL GIRTS AT

30" 0.C.

3' - 9 1/4"

12' - 0"

1 1/2"

2 3/4"

2 3/4"

1' - 6 1/2"

1' - 7 1/4"

2 3/4"

COORDINATE LOCATION OF INSULATED

RISER TUBE FOR LIVESTOCK FOUNTAINS

WITH OWNER, SEE PLUMBING DWG'S

METAL PANEL PENS BY OWNER

EQUIPMENT NOTES

EQUIPMENT PROVIDED BY OWNER INSTALLED BY CONTRACTOR:EQUIPMENT PROVIDED BY OWNER INSTALLED BY CONTRACTOR:EQUIPMENT PROVIDED BY OWNER INSTALLED BY CONTRACTOR:EQUIPMENT PROVIDED BY OWNER INSTALLED BY CONTRACTOR:

1) (8) LIVESTOCK WATER FOUNTAINS ARE BASED ON RITCHIE WATERMATIC FOUNTAIN MODEL

100. COORDINATE ORIENTATION OF FOUNTAIN WITH OWNER SO THAT ACCESS PANEL TO

SHUTOFF VALVE IS READILY ACCESSIBLE. COORDINATE LOCATION AND DIAMETER OF

SLAB PENETRATIONS COMPLY WITH MANUFACTURERS REQUIRED INSTRUCTIONS.

CONTRACTOR TO PROVIDE A 4" THICK CONCRETE STEP AND18" BEYOND WATERER. SEE

PLUMBING DRAWINGS FOR MORE INFORMATION. CONTRACTOR TO PROVIDE 4"

CONCRETE SLAB PER MANUFACTURERS SPECIFICATIONS. COORDINATE WITH OWNER.

2) OWNER TO PROVIDE ELECTRIC CHARGER FOR HIGH TENSILE FENCING, CONTRACTOR TO

PROVIDE POWER TO CHARGER, COORDINATE LOCATION WITH OWNER.

3) CONTRACTOR TO PROVIDE POWER SOURCE FOR LOAD CELL AND SCALE HEAD,

COORDINATE LOCATION WITH OWNER.

EQUIPMENT PROVIDE AND INSTALLED BY OWNER:EQUIPMENT PROVIDE AND INSTALLED BY OWNER:EQUIPMENT PROVIDE AND INSTALLED BY OWNER:EQUIPMENT PROVIDE AND INSTALLED BY OWNER:

A) 8-STRAND HIGH TENSILE PERIMETER FENCING FOR 28- 37 ACRES

(APPROX: 5,844 - 7,723 LINEAR FEET). ELECTRIC CHARGER FOR FENCING.

B) 3,500 LINEAR FEET OF CROSS-FENCING AND LANES.

C) (3) HOLDING PENS FOR WORKING AREA.

D) LOAD CELLS, SCALE HEAD AND WEIGH BOX.

E) (21) LAMBING PENS.

F) (5) PORTABLE SHADES.

G) 100 LINEAR FEET OF FENCE-LINED FEED BUNKS FOR 200 EWES

(APPROXIMATELY 25 SECTIONS).

H) TILT TABLE.

I) FOOT BATH

J) SCALE

K) PORTABLE GENERATOR (E2.1)

L) 2" WATER LINE - SEE CIVIL

3

2 3/4"

A R C H I T E C T S

1 2 3 4 5 6

D

E

C

B

A

D

E

C

B

A

1



2 3 4

5 6

Th

isdocu

me

ntis

pro

pe

rty

ofC

urt

Da

vis

&A

sso

cia

tes,

Inc.,

Arc

hite

cts

.T

he

una

uth

orize

dre

pro

du

ction,

co

pyin

gor

oth

erw

ise

su

eofth

isdo

cum

en

tis

str

ictly

pro

hi b

ite

da

nd

any

inf r

ing

em

en

tth

ere

upo

nm

ay

be

subje

ctto

leg

alactio

n.

Cop

yri

gh

tC

2012

Curt

Da

vis

&A

sso

cia

tes,I n

c.,

Arc

hitects


4/1

9/2

013 1

1:4

0:5

2 A

M


09-256.02

JFG

04/04/13

SLAB & EQUIPMENT PLAN

CLEMSON UNIVERSITY

SHEEP BARN

1/8" = 1'-0"A1.2

B1 EQUIPMENT FLOOR PLAN

1/4" = 1'-0"A1.2 A1.2

A1 ENLARGED FLOOR PLAN

1/8" = 1'-0"A1.2

D1 SLAB PLAN

3/4" = 1'-0"A1.2 A1.2

A3 ENLARGED PLAN AT COILING DOOR

REV # REV DATE

1" = 1'-0"A1.1 A1.2

B5 ENLARGED PLAN AT POST

CJ

CJ

THIS LINE INDICATES FACE OF

POST AND EDGE OF CONCRETE

PRE-FINISHED LINEAR PANELS

2 X WALL GIRTS

EDGE OF SLAB

PRE-FINISHED BREAK METAL CAP

TREATED POST TO EXTEND TO TRUSS ABOVE

CJ

CJ

THIS LINE INDICATES FACE OF

POST AND EDGE OF CONCRETE


2 X WALL GIRTS

EDGE OF SLAB



FD

FD

FD

FD

E E

F F

D D

1 7 14113

156' - 0"

5' - 0"

8' - 0"

10' - 0"

12' - 9 1/4"

2 3/4"

36' - 0"

11' - 4"

14' - 2"

10' - 6"

BIOSECURITY103

TOILET101

OFFICE102

A1.2A1

2 3/4"11' - 9 1/2" 11' - 11 3/4" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0"

STORAGE AREA104

N

2 124 5 6 8 9 10

TILTTABLE SCALE

LIVESTOCK WATER FOUNTAIN

2 3/4"

35' - 6 1/2"

2 3/4"

13

116 10' - 0"

A6.1J3


LIVESTOCK WATER FOUNTAINLIVESTOCK WATER FOUNTAIN

LAMBING AREA A105

WORK AREA107

LAMBING AREA B106

COORDINATE LOCATION OF TILTTABLE AND SCALES WITH OWNER

F

3

24' - 5 1/2"

4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"

6' - 0"

12' - 0" 8' - 5 1/2" 3' - 6 1/2"

8' - 5 1/2"

7' - 6"

LAMBINGPEN

LAMBINGPEN

LAMBINGPEN

LAMBINGPEN

LAMBINGPEN

8'-0" FEEDINGBUNKS BY OWNER

GATE4 5

LIVESTOCK WATERFOUNTAIN8'-0" x 8'-0" OVERHEADDOOR

LAMBING PENSBY OWNER

METAL PENPANELS BY OWNER

METAL PEN PANELGATE BY OWNER

E E

F F

D D

1 7 141132 124 5 6 8 9 10 13

CJ

CJ

CJCJ

CJ CJCJCJCJCJCJCJ

EJ

CJ CJ

CJ

CJ

A1.2A3 SIM

10' - 0" 10' - 0"

10' - 0"

13' - 0"

13' - 0"

BEDDING AREA

BEDDING AREA

BEDDING AREA

BEDDING AREA

23' - 9 1/4" 96' - 5 1/2" 35' - 9 1/4"

36' - 0"

OFFICE102

BIOSECURITY103

TOILET101

STORAGE AREA104

LAMBING AREA B106

LAMBING AREA A105

WORK AREA107

CJ CJ

CJCJ

10' - 0"

4' - 0"

THICKENED SLAB

CJ CJ CJ EJ CJ CJ CJ EJ CJ CJCJCJ EJ

A1.2B5 SIM

GENERAL NOTESARCHITECTURAL:1) RUMINANT BEDDING AND UNDERLAYMENT MATERIAL TO BE DETERMINED BY OWNER AND

INSTALLED BY THE GENERAL CONTRACTOR.2) PROVIDE TERMITE TREATMENT.STRUCTURAL:1) 6" SLAB ON GRADE WITH WELDED WIRE FABRIC CENTERED IN THE SLAB (TYP.) ALL LOCATIONS

UNLESS OTHERWISE NOTED. 4" SLAB ON GRADE WITH WELDED WORE FABRIC CENTERED INSLAB MAY BE USED IN TOILET 101, OFFICE 102 AND BIOSECURITY 1034" SLAB ON GRADE W/ 4X4 W2.9 X W2.9 WWF CENTERED IN SLAB (TYP.)

2) CONCRETE STRENGTH SHALL BE 3000 PSI FOR ALL SLABS.3) CUT ALL CONTROL JOINTS IN SLAB WITH IN12 HOURS OF CONCRETE POUR.4) PROVIDE A THICKENED SLAB 8" DEEP BY 12" WIDE AT BASE. WITH (2) #4

CONTINUOUS AT ALL EDGE LOCATIONS OF CONCRETE SLAB. PROVIDE EXPANSION JOINTS.5) LIGHT BROOM FINISH AT ALL LOCATIONS, EXCEPT FINISHED AREAS.6) FOUNDATION DESIGN FOR POLE BARN PROVIDED BY POLE BARN MANUFACTURER.7) OVERHEAD COILING DOOR TO MATCH WIND LOAD DESIGN OF POLE BARN BUILDING.8) PROVIDE 10 MIL VAPOR BARRIER AT ALL SLABS.

RUMINANT BEDDING AREASEE NOTE #1

CONCRETE SLAB

D D

C1A3.1A1.1

8 9

1' - 0"

5 3/4"

6 1/4"

8' - 0"2 3/4"

SLOPED 6" DEEP CONCRETE THRESHOLD(TYP.) AT ALL SIDEWALL COILING DOORS

LINE OF COILING DOORHOOD ABOVE

COILING DOOR

2 X 6 AT OVERHEAD DOOR JAMB

6 X 6 PRESSURE TREATED POST ASPER POLE BARN MANUFACTURER

PRE-FINISHED METAL WALL PANELSSECURED TO 2 X 6 WALL GIRTS AT30" 0.C.

3' - 9 1/4"

12' - 0"

1 1/2"

2 3/4"

2 3/4"

1' - 6 1/2"

1' - 7 1/4"

2 3/4"

COORDINATE LOCATION OF INSULATEDRISER TUBE FOR LIVESTOCK FOUNTAINSWITH OWNER, SEE PLUMBING DWG'S

METAL PANEL PENS BY OWNER

EQUIPMENT NOTES EQUIPMENT PROVIDED BY OWNER INSTALLED BY CONTRACTOR:1) (8) LIVESTOCK WATER FOUNTAINS ARE BASED ON RITCHIE WATERMATIC FOUNTAIN MODEL

100. COORDINATE ORIENTATION OF FOUNTAIN WITH OWNER SO THAT ACCESS PANEL TOSHUTOFF VALVE IS READILY ACCESSIBLE. COORDINATE LOCATION AND DIAMETER OFSLAB PENETRATIONS COMPLY WITH MANUFACTURERS REQUIRED INSTRUCTIONS.CONTRACTOR TO PROVIDE A 4" THICK CONCRETE STEP AND18" BEYOND WATERER. SEEPLUMBING DRAWINGS FOR MORE INFORMATION. CONTRACTOR TO PROVIDE 4"CONCRETE SLAB PER MANUFACTURERS SPECIFICATIONS. COORDINATE WITH OWNER.

2) OWNER TO PROVIDE ELECTRIC CHARGER FOR HIGH TENSILE FENCING, CONTRACTOR TOPROVIDE POWER TO CHARGER, COORDINATE LOCATION WITH OWNER.

3) CONTRACTOR TO PROVIDE POWER SOURCE FOR LOAD CELL AND SCALE HEAD,COORDINATE LOCATION WITH OWNER.

EQUIPMENT PROVIDE AND INSTALLED BY OWNER:1) 8-STRAND HIGH TENSILE PERIMETER FENCING FOR 28- 37 ACRES (APPROX: 5,844 -

7,723 LINEAR FEET). ELECTRIC CHARGER FOR FENCING.2) 3,500 LINEAR FEET OF CROSS-FENCING AND LANES.3) (3) HOLDING PENS FOR WORKING AREA.4) LOAD CELLS, SCALE HEAD AND WEIGH BOX.5) (21) LAMBING PENS.6) (5) PORTABLE SHADES.7) 100 LINEAR FEET OF FENCE-LINED FEED BUNKS FOR 200 EWES

(APPROXIMATELY 25 SECTIONS).8) TILT TABLE.9) FOOT BATH10) SCALE11) PORTABLE GENERATOR (E2.1)12) 2" WATER LINE - SEE CIVIL

32 3/4"

A R C H I T E C T S

1 2 3 4 5 6

D

E

C

B

A

D

E

C

B

A

1


2 3 4

5 6

Th

isdocu

me

ntis

pro

pe

rty

ofC

urt

Da

vis

&A

sso

cia

tes,

Inc.,

Arc

hite

cts

.T

he

una

uth

orize

dre

pro

du

ction,

co

pyin

gor

oth

erw

ise

su

eofth

isdo

cum

en

tis

str

ictly

pro

hi b

ite

da

nd

any

inf r

ing

em

en

tth

ere

upo

nm

ay

be

subje

ctto

leg

alactio

n.

Cop

yri

gh

tC

2012

C

urt

Da

vis

&A

sso

cia

tes,I n

c.,

Arc

hitects


4/1

8/2

013 5

:37:4

0 P

M


09-256.02

JFG

04/04/13

SLAB & EQUIPMENT PLAN

CLEMSON UNIVERSITY

SHEEP BARN

1/8" = 1'-0"A1.2B1 EQUIPMENT FLOOR PLAN

1/4" = 1'-0"A1.2 A1.2

A1 ENLARGED FLOOR PLAN

1/8" = 1'-0"A1.2D1 SLAB PLAN

3/4" = 1'-0"A1.2 A1.2

A3 ENLARGED PLAN AT COILING DOOR

REV # REV DATE

1" = 1'-0"A1.1 A1.2

B5 ENLARGED PLAN AT POST

CJ

CJ

THIS LINE INDICATES FACE OFPOST AND EDGE OF CONCRETE


2 X WALL GIRTS

EDGE OF SLAB



CJ

CJ

THIS LINE INDICATES FACE OFPOST AND EDGE OF CONCRETE


2 X WALL GIRTS

EDGE OF SLAB



FLOOR PLAN0"

EF D

TRUSS BRG12' - 0"

4"

12"

4"

12"

PRE-FINISHED HEAVY DUTYSTEEL COILING DOOR

INTAKE WALL LOUVERS:LOCATE LOUVERS 4'-0" A.F.F.COORDINATE WITH POLEBARN MANUFACTURER

INTAKE WALL LOUVERS:LOCATE LOUVERS 4'-0" A.F.F.COORDINATE WITH POLEBARN MANUFACTURER

4' - 0"

PRE-FINISHED METAL WALL PANELS BEYONDAT COLUMN LINE 11

PRE-FINISHED METAL ROOF PANELS

ENDWALL TRUSS EXPOSED AT OPEN GABLE

FENCING BY OWNER

FLOOR PLAN0"

E FD

TRUSS BRG12' - 0"

4"

12"

4"

12"

PRE-FINISHED HEAVY DUTY STEEL COILING DOOR

WALL EXHAUST FAN:LOCATE FAN HIGH, COORDINATE LOCATIONABOVE BATHROOM AND BELOW POLE BARNSTRUCTURE

WALL EXHAUST FAN:LOCATE FAN HIGH, COORDINATE LOCATIONABOVE BIO-SECURITY ROOM AND BELOWPOLE BARN STRUCTURE



HOLLOW METAL DOORAND FRAME FENCING BY OWNER

FLOOR PLAN0"

1 7 14113A1

A3.1A1.1

TRUSS BRG12' - 0"

C1A3.1A1.1

2 124 5 6 8 9 10 13D1

A3.1A1.1

THROUGH-WALL UNIT, SEE MECHANICAL:COORDINATE WALL PENETRATION WITHPOLE BARN MANUFACTURER


FENCING BY OWNER (TYP.)

PRE-FINISHED HEAVY DUTY STEELCOILING DOOR (TYP.)



FENCING BY OWNER (TYP.)WORK AREA

107

OPEN BAY

LIGHT FIXTURES SEE ELECTRICAL

FLOOR PLAN0"

1714 11 3A1

A3.1A1.1

TRUSS BRG12' - 0"

C1A3.1A1.1

212 456891013D1

A3.1A1.1

THROUGH-WALL UNIT, SEE MECHANICAL:COORDINATE WALL PENETRATION WITH POLEBARN MANUFACTURER



FENCING BYOWNER (TYP.)

PRE-FINISHED HEAVY DUTY STEELCOILING DOOR (TYP.)PRE-FINISHED METAL WALL PANELS


FENCING BY OWNER (TYP.)WORK AREA107

OPEN BAY

LIGHT FIXTURES SEE ELECTRICAL

HOLOW METALDOOR AND FRAME

A R C H I T E C T S

1 2 3 4 5 6

D

E

C

B

A

D

E

C

B

A

1


2 3 4

5 6

Th

isdocu

me

ntis

pro

pe

rty

ofC

urt

Da

vis

&A

sso

cia

tes,

Inc.,

Arc

hite

cts

.T

he

una

uth

orize

dre

pro

du

ction,

co

pyin

gor

oth

erw

ise

su

eofth

isdo

cum

en

tis

str

ictly

pro

hi b

ite

da

nd

any

inf r

ing

em

en

tth

ere

upo

nm

ay

be

subje

ctto

leg

alactio

n.

Cop

yri

gh

tC

2012

C

urt

Da

vis

&A

sso

cia

tes,I n

c.,

Arc

hitects


4/1

8/2

013 5

:37:4

2 P

M


09-256.02

MFJ

04/04/13

EXTERIOR ELEVATIONS

CLEMSON UNIVERSITY

SHEEP BARN

3/16" = 1'-0"A2.1E3 SOUTH ELEVATION

3/16" = 1'-0"A2.1E1 WEST ELEVATION

3/16" = 1'-0"A2.1A1 EAST ELEVATION

REV # REV DATE

3/16" = 1'-0"A2.1C1 NORTH ELEVATION

FLOOR PLAN0"

E FD

TRUSS BRG12' - 0"

4"

12"

4"

12"

STORAGE AREA104 OFFICE

102

A6.1C4

EXTEND STUD WALL FRAMING TOBOTTOM CHORD OF ROOF TRUSS

EXTEND PRE-FINISHEDLINEAR PANEL WALL FRAMINGAT THIS LOCATION 6'-0"A.F.F. - PROVIDE DOUBLEWOOD FRAMING CAP PASTURE FENCING BY OWNER

3/4" PLYWOOD SHEATHING OVER TOILET 101,OFFICE 102 AND BIOSECURITY 103

TREATED POST AND FOUNDATION BEYOND

6" CONCRETE SLAB ATSTORAGE AREA 104

PRE-FINISHED META ROOF PANELS

ROOF PURLINS AND TRUSS AS PERPOLE BARN MANUFACTURER'SRECOMMENDATIONSBRACE POST TO TRUSS (TYP.)

LINEAR PANELS

6' - 0"

LINEAR PANELS

6' - 0"

BRACE POST TO TRUSS (TYP.) LINEAR PANELSAND FRAMING TO EXTEND 6'-0" A.F.F.

8' - 6 3/4"

EXTEND PRE-FINISHED LINEAR PANELS TO TOP OFJOIST DECKING (TYP. FOR TOILET 101, OFFICE102 AND BIOSECURITY 103)

4" CONCRETE SLAB AT TOILET 101,OFFICE 102 AND BIOSECURITY 103

FLOOR PLAN0"

E FD

TRUSS BRG12' - 0"

4"

12"

4"

12"

3' - 6"

FEEDERS BY OWNERLAMBING PENS BY OWNER

5 1/2" 12' - 6 1/2" 10' - 0" 12' - 6 1/2" 5 1/2"

36' - 0"

PRE-FINISHED META ROOF PANELSROOF PURLINS AND TRUSS AS PER POLEBARN MANUFACTURER'S RECOMMENDATIONS

PASTURE FENCING BY OWNER

PRE-FINISHED HEAVY DUTY STEELCOILING DOOR HOOD

PROVIDE BLOCKING AS REQUIRED TOSUPPORT COILING DOOR HOODPRE-FINISHED BREAK METAL TRIM AT DOOR JAMB

6" DEEP BY 12" WIDE CONCRETE SILLAT BASE OF COILING DOOR (TYP.)6" CONCRETE SLAB

REMOVE TOPSOIL AND VEGETATION AND BACKFILLTO GRADE WITH CLEAN, UNIFORM CLAY MATERIALAPPROVED BY OWNER

TREATED POST AND FOUNDATION BEYOND

FLOOR PLAN0"

D

TRUSS BRG12' - 0"

4"

12"

2x6 WOOD TRUSSES BYBUILDING MANUFACTURER

PRE-FINISHED METAL ROOF PANELSBY BUILDING MANUFACTURER

PRE-FINISHED METAL WALLPANELS BY BUILDINGMANUFACTURER

2x6 WOOD GIRTS @ 30" O.C.

2X8 TREATED WOODSKIRT BOARD

REMOVE TOPSOIL ANDVEGETATION AND BACKFILL TOGRADE WITH CLEAN, UNIFORMCLAY MATERIAL APPROVED BYOWNER

TREATED 6x6 WOODPOSTS @ 12'-0" O.C.

12" DIA. REINFORCEDCONCRETE FOOTING

16" DIA. X 4'-0" HOLEFILLED WITH CONCRETE


METAL PANEL FENCING TOATTACHE TO 6 X 6 POST

3' - 6"

LAMBING PEN (BY OWNER)

FLOOR PLAN0"

D

TRUSS BRG12' - 0"

4"

12"

2x6 WOOD TRUSSES BYBUILDING MANUFACTURER

PRE-FINISHED METAL ROOF PANELSBY BUILDING MANUFACTURER

PRE-FINISHED METAL WALLPANELS BY BUILDINGMANUFACTURER

2x6 WOOD GIRTS @ 30" O.C.

2X8 TREATED WOODSKIRT BOARD

4" CONCRETE ON 4"COMPACTED SAND BASEWITH VAPOR BARRIER

6x6 WOOD POSTS @12'-0" O.C.

12" DIA. REINFORCEDCONCRETE FOOTING

16" DIA. x 4'-0" HOLEFILLED WITH CONCRETE

5/8" GYPSUM

3/4" PLYWOOD OVER 2 X 10CEILING JOIST @ 16" O.C. WITH6" BATT INSULATION BETWEENJOIST.

4' - 0"

BIOSECURITY103

SCALE:INTERIOR - WOOD STUD WALL

1 1/2" = 1'-0"A1

6" BATT INSULATION

METAL PANEL SIDING

5/8" GYPSUM BOARD2" x 6" WOOD STUDS @ 16" O.C.

SCALE:INTERIOR - WOOD STUD

1 1/2" = 1'-0"B

5/8" GYPSUM BOARD


1" x 4" WOOD GIRTS @ 30" O.C.

6" BATT INSULATION

SCALE:INTERIOR - WALL WITH METAL PANEL

1 1/2" = 1'-0"C

2" x 6" WOOD STUDS @ 16" O.C.

1" x 4" WOOD GIRTS @ 30" O.C. VERTICALLY

SCALE:EXTERIOR - TYPICAL SIDE AND END WALL

1 1/2" = 1'-0"D

METAL PANEL SIDING2" x 6" WOOD STUDS @ 16" O.C.



PRE-FINISHED METAL LINEAR PANEL

PRE-FINISHED METAL LINEAR PANEL

NOTE: PREFINISHED WALL PANELS EXTEND TO ROOF PANELS UNLESS NOTED OTHERWISE

SCALE:EXTERIOR - WOOD STUD W/ METAL PANEL

1 1/2" = 1'-0"A

6" BATT INSULATION

METAL PANEL SIDING


2" x 6" WOOD GIRTS @ 30" O.C.

BUILDING WRAP

BUILDING WRAP

FLOOR PLAN0"

E FD

TRUSS BRG12' - 0"

13' - 0" 10' - 0" 13' - 0"

4' - 0"

PRE-FINISHED META ROOF PANELSROOF PURLINS AS PER POLE BARN MANUFACTURER'SRECOMMENDATIONSPRE-FINISHED METAL WALL PANELS TO UNDERSIDEOF ROOF DECK

PROVIDE BLOCKING BETWEEN WALL GIRTS AT EXTERIORWALL SO AS TO PROVIDE A CONTINUOUS SEAL WHEREINTERIOR WALL ABUTS TO EXTERIOR WALL (TYP.)

PROVIDE BLOCKING AS PERMANUFACTURER'S

RECOMMENDATION ATOPENING TO SUPPORTCOILING DOOR HOOD

THROUGH WALL LOUVERS

PANEL GATESAND FENCINGBY OWNER

PASTURE FENCING BY OWNER

(TYP.) SIDE WALL, SEE DETAIL B5/A3.1

6" CONCRETE SLAB

A R C H I T E C T S

1 2 3 4 5 6

D

E

C

B

A

D

E

C

B

A

1


2 3 4

5 6

Th

isdocu

me

ntis

pro

pe

rty

ofC

urt

Da

vis

&A

sso

cia

tes,

Inc.,

Arc

hite

cts

.T

he

una

uth

orize

dre

pro

du

ction,

co

pyin

gor

oth

erw

ise

su

eofth

isdo

cum

en

tis

str

ictly

pro

hi b

ite

da

nd

any

inf r

ing

em

en

tth

ere

upo

nm

ay

be

subje

ctto

leg

alactio

n.

Cop

yri

gh

tC

2012

C

urt

Da

vis

&A

sso

cia

tes,I n

c.,

Arc

hitects


4/1

8/2

013 5

:37:4

4 P

M


09-256.02

MFJ

04/04/13

BUILDING SECTION &DETAILS

CLEMSON UNIVERSITY

SHEEP BARN

3/16" = 1'-0"A1.1 A3.1

A1 TRANSVERSE SECTION @ OFFICES

3/16" = 1'-0"A1.1 A3.1

C1 TRANSVERSE SECTION @ PENS

3/4" = 1'-0"A1.1 A3.1

A5 TYPICAL WALL SECTION @ PENS 3/4" = 1'-0"A1.1 A3.1

A6 TYPICAL WALL SECTION @ OFFICES

3/16" = 1'-0"A1.1 A3.1

D1 TRANSVERSE SECTION @ COL 7

REV # REV DATE

A B

FIN. FLOOR

7' - 0"

2"

7' - 2"

2" 3' - 0" 2"

3' - 4"

10' - 0"

2"

10' - 2"

2" 10' - 0" 2"

10' - 4"

C D

2" 8' - 0" 2"

8' - 4"

8' - 0"

2"

8' - 2"

E

7' - 0"

2"

7' - 2"

2" 4' - 0" 2"

4' - 4"

PAINTED HM FRAME

COILING STEEL DOOR TRACK

OMITTED

COILING STEEL DOOR

TRACK

1 2

FIN. FLOOR

PREFINISHED

METAL COILING

DOOR

4' - 0"

A

2" 3' - 8" 2"

7' - 2"

3' - 10"

1/4" CLEAR TEMPERED

GLAZING IN PAINTED

VINYL FRAMES

3' - 4"

LEGEND GENERAL DOOR NOTES:

HM HOLLOW METAL

SC SOLID CORE WOOD

1. EDGE OF DOORS SHALL HAVE A MINIMUM CLEARANCE OF 18" CLEAR BETWEEN THE DOOR STRIKE AND SIDE

WALL PER ADA REQUIREMENTS.

2. FIELD VERIFY ALL ADJACENT WALL THICKNESSES.

3. FIELD VERIFY ALL FRAME OPENING WIDTHS AND HEIGHTS

4. VERIFY KEYING AND MASTER KEYING OF ALL DOORS WITH OWNER.

5. CONTINUOUS HINGES ARE TO BE USED ON ALL EXTERIOR DOORS

6. PAINT EXTERIOR FACES OF DOORS ALKYD ENAMEL (SEMIGLOSS) AND INTERIOR FACES WITH EPOXY PAINT.

S1SILL DETAIL

S2SILL DETAIL

DOOR AND FRAME (SEE DOOR

SCHEDULE & DETAILS)

ALUMINUM THRESHOLD SET IN

BED OF SEALANT

1/4" (1/2" MAX.)

DOOR AND FRAME (SEE DOOR

SCHEDULE & DETAILS)

1/2" MAX. A.F.F.

H1

5/8" GYPSUM BOARD

HOLLOW METAL DOORS

AND FRAMES

5/8" GYPSUM BOARD

SEALANT BOTH SIDES

HEAD DETAILSCALE 1 1/2"=1'-0"

J1JAMB DETAILSCALE 1 1/2"=1'-0"

JAMB ANCHOR

WOOD STUD FRAMING

WOOD STUD FRAMING

H2HEAD DETAILSCALE 1 1/2"=1'-0"

J2JAMB DETAILSCALE 1 1/2"=1'-0"

POST PER POLE

BUILDING MFR.

HOLLOW METAL

FRAME

HOLLOW METAL

FRAME

METAL

WALL

PANELS

WOOD

STUD

FRAMING

HOLLOW

METAL

FRAME

METAL

WALL

PANELS

GENERAL FINISH NOTES1. CONTRACTOR SHALL READ ALL NOTES BEFORE BEGINNING WORK.

2. FURNISH AND INSTALL MATERIALS IN COMPLIANCE WITH MANUFACTURER'S PRINTED SPECIFICATIONS AND INSTALLATION INSTRUCTIONS.

3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING OF MATERIALS. DO NOT SCALE ARCHITECTURAL DRAWINGS.

3. CONTRACTOR SHALL PROVIDE TO OWNER ALL MANUFACTURER'S RECOMMENDED MAINTENANCE INSTRUCTIONS ON ALL FINISH MATERIALS.

CONTRACTOR TO PROVIDE OWNER WITH SHOP DRAWINGS FOR APPROVAL FOR ALL NEW MATERIALS INSTALLED.

4. INTERIOR CONSTRUCTION REQUIRING FINISH / COLOR SELECTION NOT NOTED WITHIN THE SCHEDULE SHALL BE SUBMITTED TO OWNER IN

WRITING, WITH SAMPLES OR FINISH / COLORS AVAILABLE, CLEARLY IDENTIFYING ANY THAT MIGHT BE AT A PREMIUM ABOVE THE PRODUCT BID.

4. ALL PRODUCT SPECIFICATIONS ARE GIVEN TO DEFINE DESIGN, COLOR AND QUALITY. SUBSTITUTIONS REQUIRE PRIOR APPROVAL OF

OWNER. PROPOSED SUBSTITUTIONS SHALL ADHERE TO THE INTENT OF THE QUALITY, DESIGN, COLOR AND PATTERN.

5. IN ADJACENT EXISTING SPACES DISTURBED BY CONSTRUCTION, CONTRACTOR SHALL PATCH SURFACES TO MATCH EXISTING FINISHES

UNLESS OTHERWISE SCHEDULED. CONTRACTOR SHALL VERIFY WITH OWNER AND SUBMIT FOR REVIEW AND APPROVAL.

6. CONTRACTOR TO PROVIDE SOIL TREATMENT AROUND EXISTING STRUCTURE AS WELL AS WHERE NEW CONCRETE WORK IS REQUIRED.

FLOOR FINISH NOTES1. CONTRACTOR TO FOLLOW MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS ON ALL FLOORING PRODUCTS AND USE THE ADHESIVES, EQUIPMENT / TOOLS

REQUIRED / RECOMMENDED BY THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.

2. CONTRACTOR TO PREPARE SUB FLOOR PER MANUFACTURER'S INSTRUCTIONS.

3. CONTRACTOR TO FOLLOW MANUFACTURER'S PRINTED INSTRUCTIONS ON PROTECTION OF FLOORING FINISH AFTER INSTALLATION. PROTECT FLOORING AGAINST

MARS, INDENTATIONS AND OTHER DAMAGE FROM CONSTRUCTION OPERATIONS, PLACEMENT OF EQUIPMENT AND FIXTURES DURING THE REMAINDER OF THE

CONSTRUCTION PERIOD. USE PROTECTION METHODS INDICATED OR RECOMMENDED IN WRITING BY THE FLOOR COVERING MANUFACTURER.

4. CONTRACTOR TO PROVIDE AND INSTALL APPROPRIATE TRANSITION STRIPS WHERE DIFFERING MATERIALS ABUT, SEE FINISH LEGEND FOR COLOR SELECTION.

5. FLOOR FINISH CHANGES SHALL OCCUR UNDER THE DOOR CENTERLINE (OR CENTER OF THE WALL OPENING IF NO DOOR) BETWEEN ROOMS.

WALL & CEILING FINISH NOTES1. MISCELLANEOUS HVAC GRILLS AND ACCESSORIES SHALL BE PAINTED TO MATCH ADJACENT WALL FINISHES

UNLESS THEY ARE PREFINISHED.

2. ALL PAINT SHALL HAVE LESS THAN 150 G/l VOC.

3. GYP. BD. WALLS AND CEILING TO BE FINISHED TO A LEVEL 4 FINISH.

4. INTERIOR:

PRIME COAT: SHERWIN WILLIAMS, PREMIUM WALL AND WOOD PRIMER

INTERMEDIATE COAT: WATER BASED INSTITUTIONAL EPOXY PAINT.

TOPCOAT: WATER BASED EPOXY PAINT. (SATIN).

5. EXTERIOR:

PRIME COAT: EXTERIOR ALKYD WOOD PRIMER

INTERMEDIATE COAT: EXTERIOR ALKYD ENAMEL MATCHING TOPCOAT

TOP COAT: EXTERIOR ALKYD ENAMEL (SATIN)

DOORS & DOOR FRAMES1. FIELD PAINTED

11


2 X WALL GIRTS AS PER POLE BARN MANUFACTURER

PRESSURE TREATED POST AS PER

THE POLE BARN MANUFACTURER

HEAVY DUTY OVERHEAD COILING DOOR

ROLLED GUIDES FOR COILING DOOR

EQ EQ

5 1/2"

WEATHER SEAL AT JAMB

BREAK METAL AT JAMB AND HEAD

3"5"3 X 5 ANGLE SECURED TO 6X6 POST TO

SUPPORT OVERHEAD DOOR GLIDE AND OWNER

PROVIDED GATE PANEL ASSEMBLE

GATE

SECURE GATE PANEL

POST TO ANGLE IRON

EDGE OF

CONCRETE SLAB

2 1/2"

2x6 WOOD TRUSSES

BY BUILDING

MANUFACTURER

1/2" PLYWOOD

2x10 WOOD

STUD FRAMING

@ 16" O.C. WITH

R-19 BATT

INSULATION

5/8" GYP. BD.

2x6 WOOD STUDS

@ 16" O.C. EXTEND

TO UNDERSIDE OF

TRUSSES

5/8" GYP. BD.

2x6 WOOD TOP PLATE

METAL WALL PANELS COILING DOOR HOOD

BREAK METAL

STRUCTURAL BEAM

BY POLE BUILDING

MANUFACTURER

DRIP

6' X 12" REINFORCED

CONCRETE SILL

COILING DOOR

A R C H I T E C T S

1 2 3 4 5 6

D

E

C

B

A

D

E

C

B

A

1



2 3 4

5 6

Th

isdocu

me

ntis

pro

pe

rty

ofC

urt

Da

vis

&A

sso

cia

tes,

Inc.,

Arc

hite

cts

.T

he

una

uth

orize

dre

pro

du

ction,

co

pyin

gor

oth

erw

ise

su

eofth

isdo

cum

en

tis

str

ictly

pro

hi b

ite

da

nd

any

inf r

ing

em

en

tth

ere

upo

nm

ay

be

subje

ctto

leg

alactio

n.

Cop

yri

gh

tC

2012

Curt

Da

vis

&A

sso

cia

tes,I n

c.,

Arc

hitects


4/1

9/2

013 1

1:3

9:4

9 A

M


09-256.02

MFJ

04/04/13

DOOR & ROOM FINISHSCHEDULE

CLEMSON UNIVERSITY

SHEEP BARN

1/4" = 1'-0"

FRAME TYPES

DOOR SCHEDULE

NO.

DOOR DOOR

TYPE

FRAME DETAILS

FIRE RATING COMMENTSWIDTH HEIGHT THICKNESS MAT'L TYPE MAT'L HEAD JAMB SILL

101 3' - 0" 7' - 0" 1 3/4" HM 1 A HM H1 J1 S1

102 3' - 0" 7' - 0" 1 3/4" HM 1 A HM H1 J1 S2

103 3' - 0" 7' - 0" 1 3/4" HM 1 A HM H2 J2 S2

105 10' - 0" 10' - 0" 3/4" ALUMINUM COILING DOOR 2 B HM H3 J3 S3


107 3' - 0" 7' - 0" 1 3/4" HM 1 A HM H2 J2 S1

108 8' - 0" 8' - 0" 3/4" ALUMINUM COILING DOOR 2 D HM H3 J3 S3









117 4' - 0" 7' - 0" 1 3/4" HM 1 E HM H2 J2 S1

1/4" = 1'-0"

DOOR TYPES

FINISH SCHEDULE

NO. ROOM NAME FLOOR BASE

WALL FINISH CEILING

FINISH COMMENTSNORTH EAST SOUTH WEST

101 TOILET ER-1 RB-1 P-1 P-1 P-1 P-1 GYP. BD.

102 OFFICE ER-1 RB-1 P-1 P-1 P-1 P-1 GYP. BD.

103 BIOSECURITY ER-1 RB-1 P-1 P-1 P-1 P-1 GYP. BD.

104 STORAGE AREA CONC. --- --- --- --- --- ---

105 WORK AREA CONC. --- --- --- --- --- ---

105 LAMBING AREA A

106 LAMBING AREA B

107 WORK AREA CONC. --- --- --- --- --- ---

1/4" = 1'-0"

WINDOW TYPES

1 1/2" = 1'-0"

DOOR SILL DETAILS 1 1/2" = 1'-0"

DOOR HEAD & JAMB

DETAILS

LEGEND OF COLORS AND FINISHES

MARK MATERIAL SIZE LOCATION COLOR MANUFACTURER COMMENTS

CEILING

GYP. BD. GYPSUM WALL BOARD N/A N/A N/A N/A N/A

FLOORING

ER-1 EPOXY RESIN FLOORING .125" - .1875" THICK N/A ARCHITECT TO PICK FROM MANUF.

FULL RANGE OF COLORS

STONEHARD / STONECLAD UTS OR EQUAL N/A

PAINT

P-1 PAINT (EGGSHELL FINISH) N/A WALLS SW6073 - PERFECT GREIGE SHERWIN-WILLIAMS N/A

P-2 PAINT (ENAMEL) N/A CEILING SW7042 - SHOJI WHITE SHERWIN-WILLIAMS N/A

1 1/2" = 1'-0"J3

COILING DOOR JAMB

REV # REV DATE

3/4" = 1'-0"A3.1 A6.1

C4 FRAMING DETAIL

1 1/2" = 1'-0"H3

H3 HEAD DETAIL 1 1/2" = 1'-0"

S3H3 SILL DETAL

construction documents 04-19-13phillipsbrothersinc.com/14711/img/agents/14711/custom_img...s0.1...

Documents