Sheet
G001GENERAL
G002SITE PLAN
S101FOUNDATION PLAN
A101FLOOR PLAN
A102RCP & FRAMING PLAN
A103ROOF PLAN
A200NORTH ELEVATION
A201EAST ELEVATION
A202SOUTH ELEVATION
A203WEST ELEVATION
A300BUILDING SECTION
A301BUILDING SECTION
A500FOUNDATION DETAILS
A501FOUNDATION DETAILS
A502ROOF & STRUCTURE DETAILS
A503TRUSS DETAILS
CLEMSON DESIGN CENTER 701 E BAY STREET. SUITE 202 CHARESTON, SC 29403
Nicole
Alex
Dris
Jaylin
Kendall
Ahmad
Lauren
Libby
Chloe
Professor:
Structural:
Designers: 10/16/2019 4:52:54 PM G001 GENERAL
List
Audrey Hesson Taylor Bissert
Coker
Poston Chari Chambers
Devone
Richmond
Massey
Walker
Davis
Pelzel
Voltaire
David Pastre, Clemson University
John Moore, 4SE Structural Engineers
Sheet
List
ENSTON HOME FARM MANAGER'S STATION WILLIAM ENSTON HOME COMMUNITY GARDEN 900 KING ST. CHARLESTON, SC 29403 SITE LOCATION:
FARM MANAGERS STATION AZAELA TO BE TRIMMED INFIRMARY MEMORIAL HALL SHUTTERWOODAVE CANTERBURYAVE COLSTERWORTHAVE DAWSONST TO SLAB 200" 2TOSLAB 8 - 6" AZAELA TO BE REMOVED SYMBOLS A101 1 Ref 1 Ref 1 Ref 1 Ref ELEVATION 1 STRUCTURAL GRID Name Elevation LEVEL INDICATOR VIEW TITLE 1 A101 SIM BUILDING SECTION 1 A101 ENLARGED CALLOUT DETAIL CENTERLINE DEMOLISHED OVERHEAD LINE TYPES 1 A101 SIM DETAIL SECTION 1 VIEW NAME 1/8" = 1'-0"
E BAY STREET. SUITE 202
SC 29403 Audrey Hesson Taylor Bissert Nicole Coker Alex Poston Chari Chambers Dris Devone Jaylin Richmond Kendall Massey Ahmad Walker Lauren Davis Libby Pelzel Chloe Voltaire Professor: David Pastre, Clemson University Structural: John Moore, 4SE Structural Engineers Designers: 10/16/2019 4:52:59 PM G002 SITE PLAN 1" = 30'-0" 1 SITE PLAN
CLEMSON DESIGN CENTER 701
CHARESTON,
CLEMSON DESIGN CENTER 701 E BAY STREET. SUITE 202 CHARESTON, SC 29403
A201 1 A202 A203 A200 1 1 1 1 5 4 3 2 2 A500 A501 3 4'9" EQ EQ 4'9" 21'5 1/2" 1 ' - 0" 1 ' - 0" 1 ' - 0" 1 ' - 0" 5 ' - 0" 5 ' - 0" 5 ' - 0" 5 ' - 0" 25' - 41/2" CAST IN PLACE CONCRETE PIERS 0 ' - 41/2" 1 ' - 0" 0 ' - 41/2" 1 ' - 0" 5 ' - 0" 1 ' - 0" 5 ' - 0" 1 ' - 0" 5 ' - 0" 1 ' - 0" 5 ' - 0" 1 ' - 0" 25' - 41/2" CONTROL JOINT #4 REBAR AZELA TO BE TRIMMED
Audrey Hesson Taylor Bissert Nicole Coker Alex Poston Chari Chambers Dris Devone Jaylin Richmond Kendall Massey Ahmad Walker Lauren Davis Libby Pelzel Chloe Voltaire Professor: David Pastre, Clemson University Structural: John Moore, 4SE Structural Engineers Designers: 10/16/2019 4:53:08 PM S101 FOUNDATION PLAN 1/2" = 1'-0" 1 SLAB
CLEMSON DESIGN CENTER 701 E BAY STREET. SUITE 202 CHARESTON, SC 29403
A201 1 A202 A203 A200 1 1 1 1 5 4 3 2 A B C D E 24' - 0" 21'5 1/2" 4'9" EQ EQ 4'9" 2 A500 A501 3 1 A300 1 A301 CAST IN PLACE CONCRETE PIERS 5" CONC. SLAB WITH TURNDOWN EDGE AND MOISTURE BARRIER WOOD TRUSS ASSEMBLY ROOF OVERHANG ABOVE CONTROL JOINT 2 A502 3 A502 0 ' - 81/4" 0 ' - 81/4" 0 ' - 81/4" 0 ' - 81/4" 0 ' - 81/4"
Audrey Hesson Taylor Bissert Nicole Coker Alex Poston Chari Chambers Dris Devone Jaylin Richmond Kendall Massey Ahmad Walker Lauren Davis Libby Pelzel Chloe Voltaire Professor: David Pastre, Clemson University Structural: John Moore, 4SE Structural Engineers Designers: 10/16/2019 4:51:00 PM A101 FLOOR PLAN 1/2" = 1'-0" 1 FLOOR PLAN
CLEMSON DESIGN CENTER
701 E BAY STREET. SUITE 202 CHARESTON, SC 29403
A201 1 A202 A203 A200 1 1 1 1 5 4 3 2 A B C D E 1 A300 1 A301 2x4 WOOD PURLIN AT 24" O.C.
GALVANIZED HALF ROUND GUTTER
GALVANIZED HALF ROUND GUTTER 2x4 PURLINS AT 24" O.C. 24' - 0" 21'5 1/2" 2X4 WOOD PURLIN ABOVE 2x4 WOOD PURLIN ABOVE 6 ' - 0" 6 ' - 0" 6 ' - 0" 6 ' - 0" 4x6 MITERED WOOD PURLIN 5" GALVANIZED HALF ROUND GUTTER
GALVANIZED HALF ROUND GUTTER 2X4 WOOD PURLIN 2X4 BRACING A502 1 2 A502 3 A502 -
5"
5"
5"
Audrey Hesson Taylor Bissert Nicole Coker Alex Poston Chari Chambers Dris Devone Jaylin Richmond Kendall Massey Ahmad Walker Lauren Davis Libby Pelzel Chloe Voltaire Professor: David Pastre, Clemson University Structural: John Moore, 4SE Structural Engineers Designers: 10/16/2019 4:51:17 PM
1/2" = 1'-0" 1 ROOF PLAN
A102 RCP & FRAMING PLAN
CLEMSON
A201 1 A202 A203 A200 1 1 1 1 5 4 3 2 A B C D E 1 A300 1 A301 1 5/8" / 1'0" 1 5/8" / 1'0" 5" / 1'0" 5" / 1'0" 5" / 1'0"
GALVANIZED CORRUGATED METAL ROOF PANEL GALVANIZED RIDGE CAP 6 ' - 0" 6 ' - 0" 6 ' - 0" 6 ' - 0" 27' - 11/4" 4'9" EQ EQ 4'9" 21'5 1/2" 2 A502 5" / 1'0" ROOF BELOW
TUFF-RIB
Audrey Hesson Taylor Bissert Nicole Coker Alex Poston Chari Chambers Dris Devone Jaylin Richmond Kendall Massey Ahmad Walker Lauren Davis Libby Pelzel Chloe Voltaire Professor: David Pastre, Clemson University Structural: John Moore, 4SE Structural Engineers Designers: 10/16/2019 4:51:42 PM A103 ROOF PLAN 1/2" = 1'-0" 1 ROOF PLAN TUFF RIB ROOF PANEL DETAIL
DESIGN CENTER 701 E BAY STREET. SUITE 202 CHARESTON, SC 29403
B.O. LOW TRUSS 7' - 0 1/2"
CLEMSON
0"
FLOOR PLAN 0' -
A501 2
0"
ROOF PLAN 9' - 9 3/4"
T.O. PIER 3' -
3 A501 1 A301 WOOD TRUSS ASSEMBLY CAST IN PLACE CONCRETE PIER GALVANIZED CORRUGATED METAL PANEL 2 A502 GALVANIZED CORRUGATED METAL PANEL
B.O. HIGH TRUSS 12' - 1 13/16" TRUSS POINT 12' - 3"
Audrey Hesson Taylor Bissert Nicole Coker Alex Poston Chari Chambers Dris Devone Jaylin Richmond Kendall Massey Ahmad Walker Lauren Davis Libby Pelzel Chloe Voltaire Professor: David Pastre, Clemson University Structural: John Moore, 4SE Structural Engineers Designers: 10/16/2019 4:51:50 PM
1/2" = 1'-0" 1
DESIGN CENTER 701 E BAY STREET. SUITE 202 CHARESTON, SC 29403
A200 NORTH ELEVATION
NORTH ELEVATION
MITERED 4X6 GALVANIZED CORRUGATED METAL ROOF 2X4 WOOD DIAGONAL BRACING
GALVANIZED CORRUGATED METAL ROOF CAST IN PLACE CONCRETE PIERS
TRUSS POINT 12' - 3" 1 A300 2x4 WOOD PURLINS
CLEMSON DESIGN CENTER
WOOD TRUSS ASSEMBLY 3 A502
ROOF PLAN 9' - 9 3/4"
B.O. LOW TRUSS 7' - 0 1/2"
T.O. PIER 3' - 0"
FLOOR PLAN 0' - 0"
Audrey Hesson Taylor Bissert Nicole Coker Alex Poston Chari Chambers Dris Devone Jaylin Richmond Kendall Massey Ahmad Walker Lauren Davis Libby Pelzel Chloe Voltaire Professor: David Pastre, Clemson University Structural: John Moore, 4SE Structural Engineers Designers: 10/16/2019 4:52:01 PM
EAST
A500 1
B.O. HIGH TRUSS 12' - 1 13/16" 3 A501
1
701 E BAY STREET. SUITE 202 CHARESTON, SC 29403
A201
ELEVATION 1/2" = 1'-0"
EAST ELEVATION
GALVANIZED CORRUGATED METAL ROOF GALVANIZED CORRUGATED METAL ROOF
CLEMSON DESIGN CENTER
701 E BAY STREET. SUITE 202
2 A502
ROOF PLAN 9' - 9 3/4"
B.O. LOW TRUSS 7' - 0 1/2"
TRUSS POINT 12' - 3" 1 A301 WOOD TRUSS ASSEMBLY CAST IN PLACE CONCRETE PIER
T.O. PIER 3' - 0"
FLOOR PLAN 0' - 0"
SOUTH ELEVATION
1/2" = 1'-0" 1
Audrey Hesson Taylor Bissert Nicole Coker Alex Poston Chari Chambers Dris Devone Jaylin Richmond Kendall Massey Ahmad Walker Lauren Davis Libby Pelzel Chloe Voltaire Professor: David Pastre, Clemson University Structural: John Moore, 4SE Structural Engineers Designers: 10/16/2019 4:52:07 PM A202
B.O. HIGH TRUSS 12' - 1 13/16" 3 A501
CHARESTON, SC 29403
SOUTH ELEVATION
GALVANIZED
2x4 WOOD PURLIN
GALVANIZED CORRUGATED METAL ROOF
CLEMSON DESIGN CENTER
701 E BAY STREET. SUITE 202
CHARESTON, SC 29403
TRUSS POINT 12' - 3" 1 A300
B.O. HIGH TRUSS
ROOF PLAN 9' - 9 3/4"
B.O. LOW TRUSS 7' - 0 1/2"
CAST IN PLACE CONCRETE PIER
1 WEST ELEVATION
T.O. PIER 3' - 0"
FLOOR PLAN 0' - 0"
Audrey Hesson Taylor Bissert Nicole Coker Alex Poston Chari Chambers Dris Devone Jaylin Richmond Kendall Massey Ahmad Walker Lauren Davis Libby Pelzel Chloe Voltaire Professor: David Pastre, Clemson University Structural: John Moore, 4SE Structural Engineers Designers: 10/16/2019 4:52:12 PM
WEST ELEVATION
12' - 1 13/16" 3 A501
CORRUGATED METAL ROOF
3 A502
WOOD TRUSS ASSEMBLY
MITERED 4x6
2X4 WOOD DIAGONAL BRACING
A203
1/2" = 1'-0"
CLEMSON DESIGN CENTER
701 E BAY STREET. SUITE 202
CHARESTON, SC 29403
GALVANIZED CORRUGATED METAL ROOF
2x4 WOOD PURLIN
WOOD TRUSS ASSEMBLY
2x4 WOOD DIAGONAL BRACING
GALVANIZED CORRUGATED METAL ROOF
TRUSS POINT 12' - 3"
B.O. HIGH TRUSS 12' - 1 13/16"
ROOF PLAN 9' - 9 3/4"
B.O. LOW TRUSS 7' - 0 1/2"
2x4 WOOD PURLIN
CAST IN PLACE CONCRETE PIER
1 EAST-WEST SECTION
1/2" = 1'-0"
T.O. PIER 3' - 0"
FLOOR PLAN 0' - 0"
A300 BUILDING SECTION
1 A301 2 A502 -
Audrey Hesson Taylor Bissert Nicole Coker Alex Poston Chari Chambers Dris Devone Jaylin Richmond Kendall Massey Ahmad Walker Lauren Davis Libby Pelzel Chloe Voltaire Professor: David Pastre, Clemson University Structural: John Moore, 4SE Structural Engineers Designers: 10/16/2019 4:52:15 PM
FLOOR PLAN 0' - 0" ROOF PLAN 9' - 9 3/4" T.O. PIER 3' - 0" B.O. LOW TRUSS 7' - 0 1/2" B.O. HIGH TRUSS 12' - 1 13/16" TRUSS POINT 12' - 3" 1 A300 2x4 WOOD PURLIN GALVANIZED CORRUGATED METAL ROOF CAST-IN CONCRETE PIERS WOOD TRUSS ASSEMBLY A501 1 A502 4 A502 5 A502 2 3 A502 1 - 83/16" 1 - 83/16" 1 - 83/16 1 - 83/16" 1 - 83/16" 1 - 83/16 1 - 83/16" 1 - 83/16" MITERED 4x6 WOOD PURLIN 2x4 WOOD PURLIN GALVANIZED CORRUGATED METAL ROOF 2X4 WOOD DIAGONAL BRACING 2' - 0"2 - 0 2' - 0" 2 - 0" 2 - 0 2 - 0"
DESIGN
701 E BAY STREET. SUITE 202 CHARESTON, SC 29403 Audrey Hesson Taylor Bissert Nicole Coker Alex Poston Chari Chambers Dris Devone Jaylin Richmond Kendall Massey Ahmad Walker Lauren Davis Libby Pelzel Chloe Voltaire Professor: David Pastre, Clemson University Structural: John Moore, 4SE Structural Engineers Designers: 10/16/2019 4:52:25 PM A301 BUILDING SECTION 1/2" = 1'-0" 1 NORTH-SOUTH SECTION
CLEMSON
CENTER
PRESSURE TREATED 2X6
(3) 5/8" DIA. ANCHOR RODS OR DRILLEDIN ANCHORS EA TRUSS WITH EPOXY
1/8" WEEP
1/8" SPACING BY WASHER FOR WATER DRAINAGE
5/8" DIA. ANCHOR RODS OR DRILLED IN ANCHORS EACH TRUSS WITH EPOXY
CLEMSON DESIGN CENTER
701 E BAY STREET. SUITE 202
CHARESTON, SC 29403
1/8" WEEP FOR WATER DRAINAGE
TRUSS TO PIER ANCHOR CONNECTION
PRESSURE TREATED 2X4
5/8" DIA ANCHOR RODS OR DRILLED IN ANCHORS EACH TRUSS WITH EPOXY
CONCRETE PIER
A500
FOUNDATION DETAILS
83
.16°
3'0" 4' - 9"
127.16°
0' - 9"
0'5"
0"
0"
1' -
1' -
1" X 1/2" X 4" TENNON
Audrey Hesson Taylor Bissert Nicole Coker Alex Poston Chari Chambers Dris Devone Jaylin Richmond Kendall Massey Ahmad Walker Lauren Davis Libby Pelzel Chloe Voltaire Professor: David Pastre, Clemson University Structural: John Moore, 4SE Structural Engineers
10/16/2019 4:52:28 PM
Designers:
1 1/2" = 1'-0"
1 1/2" = 1'-0"
1 TRUSS TO PIER ELEVATION DETAIL
2
1 1/2" = 1'-0" 3
TRUSS TO PIER CONNECTION
1/8" SPACING BY WASHER FOR WATER DRAINAGE
5/8" DIA. ANCHOR RODS OR DRILLED-IN ANCHORS EACH TRUSS WITH EPOXY
1/8" WEEP FOR WATER DRAINAGE
1 -#4 REINFORCING STEEL
1 -#3 TIES FOR #4 REINFORCING BARS, EACH FACE OF PIER
FLOOR PLAN 0' - 0" T.O. PIER 3' - 0"
OF PIER #4 REINFORCING STEEL 4' - 9" 1'0" 1'4" 0'5"
#3 TIES FOR #4 REINFORCING BARS, EA FACE
0'3" 1' - 2" 1'4"
0' - 9 1/4" 0' - 3 1/2" 2' - 8 1/2" 0' - 11 3/4" #3 TIES FOR #4 REBAR W/180 DEGREES HOOK 0'1 1/2"0'1" 1'0" 0' - 1" EQ EQ EQ 1 -#4 REINFORCING STEEL 0'9"
E
STREET. SUITE 202 CHARESTON,
29403 Audrey Hesson Taylor Bissert Nicole Coker Alex Poston Chari Chambers Dris Devone Jaylin Richmond Kendall Massey Ahmad Walker Lauren Davis Libby Pelzel Chloe Voltaire Professor: David Pastre, Clemson University Structural: John Moore, 4SE Structural Engineers Designers: 10/16/2019 4:52:40 PM A501
DETAILS 1 1/2" = 1'-0" 1 REINFORCEMENT DETAIL -A1 1 1/2" = 1'-0" 2 REINFORCEMENT DETAIL -A2 1 1/2" = 1'-0" 3 PLAN DETAIL THROUGH CONC. PIER
CLEMSON DESIGN CENTER 701
BAY
SC
FOUNDATION
2 X 4 WOOD PURLIN WOOD TRUSS ASSEMBLY
STAGGERED 3" THREADED SCREWS
C 2 X 4 DIAGONAL BRACING
CORRUGATED METAL ROOF
CORRUGATED METAL ROOF
5" GALVINIZED HALF ROUND GUTER
THREADED SCREWS
2 X4 WOOD PURLIN TRUSS ASSEMBLY 2 X 4 DIAGONAL BRACING
CORRUGATED METAL ROOF
CLEMSON DESIGN CENTER
TRUSS ASSEMBLY 2 X 4 DIAGONAL BRACING
TOENAILED THREADED SCREWS
701 E BAY STREET. SUITE 202 CHARESTON, SC 29403
3 GALVANIZED RIDGE CAP
TOENAIL CONNECTION TO TRUSS
TUFF-RIB CORRUGATED METAL ROOF PANEL
2X4 WOOD TRUSS SEGMENT
0 ' - 61/4"
MITERED 4X6 WOOD PURLIN
SHANK AND FASTENER ATTACHED TO 4X6 PURLIN
2X4 WOOD PURLIN
A21 18GA GALVANIZED ANGLE ON BOTH SIDES OF PURLIN
5" GALVANIZED HALF ROUND GUTTER WITH CIRCLE HANGER. GUTTER TO SLOPE 1" PER EVERY 20'
TUFF-RIB CORRUGATE METAL ROOF PANEL
2X4 WOOD PURLIN
FASTENERS
5" GALVANIZED HALF ROUND GUTTER TO SLOPE 1" PER EVERY 20'
GALVANIZED CIRLCE HANGER
SHANK
2X4 WOOD TRUSS SEGMENT
A502 ROOF & STRUCTURE DETAILS
2 A502 3 A502
3 A502 C 2 A502
Audrey Hesson Taylor Bissert Nicole Coker Alex Poston Chari Chambers Dris Devone Jaylin Richmond Kendall Massey Ahmad Walker Lauren Davis Libby Pelzel Chloe Voltaire Professor: David Pastre, Clemson University Structural: John Moore, 4SE Structural Engineers Designers: 10/16/2019 4:52:43 PM
1 1/2" = 1'-0" 4 BUTTERFLY ROOF DETAIL 1 1/2" = 1'-0" 5 GABLE ROOF GUTTER DETAIL 1 1/2" = 1'-0" 1 DIAGONAL BRACING CONNECTION JOINT 1 1/2" = 1'-0"
DIAGONAL BRACING
1/2" = 1'-0"
BRACING
2
SECTION 1 1
3 DIAGONAL
SECTION 2
WEBBING
WEBBING
PERSPECTIVE
2x4 WOOD 3" SCREWS 1"
4" TENON,
WOOD
SCREWS
X 1/2" X 4" TENON,
WOOD,
SCREWS 1"
1/2"
4" TENON,
3" SCREWS 2x4 WOOD, TYP.
SCREWS
X 1/2" X 4"
SCREWS 2x4
4" SCREWS 1" X 1/2" X 4" TENON 3" SCREWS 2x4 WOOD 3" SCREWS
X 1/2" X
TYP. 2x4
3"
1"
TYP. 2x4
TYP. 4"
X
X
TYP.
3"
1"
TENON, TYP. 4"
WOOD, TYP.
BAY STREET.
Audrey Hesson Taylor Bissert Nicole Coker Alex Poston Chari Chambers Dris Devone Jaylin Richmond Kendall Massey Ahmad Walker Lauren Davis Libby Pelzel Chloe Voltaire Professor: David Pastre, Clemson University Structural: John Moore, 4SE Structural Engineers Designers: 10/16/2019 4:52:46 PM A503
DETAILS 3" = 1'-0" 7 TRUSS JOINT 5 3" = 1'-0" 3 TRUSS JOINT 1 3" = 1'-0" 4 TRUSS JOINT 2 3" = 1'-0" 5 TRUSS JOINT 3 3" = 1'-0" 6 TRUSS JOINT 4 3" = 1'-0" 8 TRUSS JOINT 6 1 TRUSS ASSEMBLY EXPLODED AXON NTS 2 TRUSS ASSEMBLY DETAIL NTS FRAME LAYER 3
CLEMSON DESIGN CENTER 701 E
SUITE 202 CHARESTON, SC 29403
TRUSS
LAYER 2
LAYER 2
FRAME
LAYER 1 FRAME LAYER 1
DETAIL J1 J2 J3 J4 J5 J6
