FINAL DESIGN

Collaborators: Community Build Studio Spring 2022

Parti Diagram

L-shaped

CONSTRUCTION DRAWINGS

6x8 PRESSURE TREATED BEVELED POST 4x6 PRESSURE TREATED BEAM

6x8 PRESSURE TREATED BEVELED POST

4x6 PRESSURE TREATED BEAM

4x7 STEEL ANGLE

LAG SCREWS

PRESSURE TREATED

STEEL ANGLE

L 2-1/2 x 2-1/2 x 3/16 STEEL ANGLE

6x6 PRESSURE TREATED BEAM

REINFORCED CONRETE PAD (SEE S/501)

1/4" STEEL PLATE L 2-1/2 x 2-1/2 x 3/16 STEEL ANGLE F

0' G

L 2-1/2 x 2-1/2 x 3/16 STEEL ANGLE

6x6 PRESSURE TREATED BEAM

PRESSURE TREATED BEAM CONCRETE PAD

0" B.O. BELT COURSE 7' - 2 1/2" H 1/2" = 1'-0" A3.04 2 EAST MEMBRANE 1/2" = 1'-0" A3.04 1 NORTH MEMBRANE DETAIL

27 PLAN 0' - 0" 12' - 9 1/2" 13' - 11" 12' - 9 1/2" 13' - 11" FIRST FLOOR PLAN 0' - 0" B.O. BELT COURSE 7' - 2 1/2" T.O. ROOF 16' - 6" 12 - 31/2" 10' - 5 5/16" 7'10 5/8" 10'6 1/4" 12' - 9 1/2" 13' - 11" A3.05 1 TYP. A3.05 6 A3.05 2 TYP. A3.05 3 TYP. 10 -113/4" FIRST 11 - 41/16" 12' 5" 9' 7 13/16" 7'10 1/2" 12' 9 1/2" 13' - 11" A3.05 1 TYP. A3.05 8 A3.05 7 12 -111/16 FIRST FLOOR PLAN 0' - 0" 7' - 2 1/2" 10 - 49/16" 7'10 5/16" A3.05 1 TYP. A3.05 9 A3.06 1 13' - 11" 14 ' -107/16" 8'9 3/8" 12' 8 17/32" 12' - 9 1/2" 9 - 415/16" 7'10 1/8" 7'10 7/8" 12' - 9 1/2" 12' - 9 1/2" 13' - 11" A3.05 1 TYP. A3.06 3 TYP. 16 ' -915/16" 123456789 AB C D E F 1/4" = 1'-0" A3.01 1 SECTION GABLE 1B 1/4" = 1'-0" A3.01 2 SECTION GABLE 2B 1/4" = 1'-0" A3.01 3 SECTION GABLE 3B 1/4" = 1'-0" 4 SECTION GABLE 4B 1/4" = 1'-0" A3.01 5 SECTION GABLE 5B 1/4" = 1'-0" A3.01 6 SECTION GABLE 6B PLAN 0' - 0" 12' - 9 1/2" 13' - 11" PLAN 0' - 0" 12' - 9 1/2" 13' - 11" FIRST FLOOR PLAN 0' - 0" B.O. BELT COURSE 7' - 2 1/2" T.O. ROOF 16' - 6" 12 - 31/2" 10' - 5 5/16" 7' 10 5/8" 10'6 1/4" 12' - 9 1/2" 13' - 11" A3.05 1 TYP. A3.05 6 A3.05 2 TYP. A3.05 3 TYP. 10 -113/4" FIRST FLOOR PLAN 0' - 0" B.O. BELT COURSE 7' - 2 1/2" T.O. ROOF 16' - 6" 11 - 41/16" 12' 5" 9' 7 13/16" 7'10 1/2" 12' 9 1/2" 13' 11" A3.05 1 TYP. A3.05 8 A3.05 7 12 -111/16" FIRST FLOOR PLAN 0' - 0" B.O. BELT COURSE 7' - 2 1/2" T.O. ROOF 16' - 6" 10 - 49/16" 7'10 5/16" A3.05 1 TYP. A3.05 9 A3.06 1 13' - 11" 14 -107/16" 8' 9 3/8" 12' 8 17/32" 12' - 9 1/2" FIRST FLOOR PLAN 0' - 0" B.O. BELT COURSE 7' - 2 1/2" T.O. ROOF 16' 9 - 415/16" 7'10 1/8" 7'10 7/8" 12' - 9 1/2" 12' - 9 1/2" 13' - 11" A3.05 1 TYP. A3.06 3 TYP. 16 -915/16" 123456789 AB C D E F 1/4" = 1'-0" A3.01 1 SECTION GABLE 1B 1/4" = 1'-0" A3.01 2 SECTION GABLE 2B 1/4" = 1'-0" A3.01 3 SECTION GABLE 3B 4 SECTION GABLE 4B 1/4" = 1'-0" A3.01 5 SECTION GABLE 5B 1/4" = 1'-0" A3.01 6 SECTION GABLE 6B 1' - 4" 16" DIAMETER CONCRETE FOOTING 6x8 PRESSURE TREATED BEVELED POST 2" SURFACE PATH 2" 4 1/4" 7 1/2" 4 1/4" 3" 3'0" FIRST FLOOR 0' - 0" 4" 4" 8" REINFORCED CONCRETE CURB 3 1/4" 5 1/2" 3 1/4" 2" #4 REBAR VERTICAL @ 16' O.C. 2" GRAVEL 2" 3 3/4" 1' 4 1/2" 3 3/4" 2" 4" 8" 1'4" 2 - #4 REBAR HORIZONTAL AT TOP OF CURB 12' X 24" CONCRETE FOUNDATION W/ 4 PIECES OF #4 REBAR TOP OF FOOTER -1' - 0" 8A 7A 6A 5A 4A 9A B T4 T2 1 -4" 1 -4 1 -4 1 -4" 1 -4" "4 14" 14" 14 14 14 14 1'4" 14 6 7/8 3 2 A0.02 TYP. 3 A0.02 TYP. 4 A0.02 TYP. DASH LINES INDICATE REBAR #4 LOCATIONS 4 A0.02 TYP. T3 BURIED 6X8 POSTS TYP. WHERE SHOWN 8" FOUNDATION WALL W/ 1'-0" X 2'-0" FOOTING Project Number: Date: Drawn By: 12345678910 4/7/2022 8:46:21 PM A0.02 FOUNDATIONPLAN 001 CONSTRUCTION DOCUMENTS 04/03/2022 STUDIO V Edith L. Frierson Elementary Garden Pavilion 6133 MAYBANK HWY WADMALAW, SC 29487 1 1/2" = 1'-0" A0.02 2 TYPICAL SLAB TURNDOWN 1 1/2" = 1'-0" A0.02 3 FLAGPOLE POST FOOTER 1 1/2" = 1'-0" A0.02 4 STEM WALL FOOTING DETAIL NORTH #DESCRIPTIONDATE 6x4 PRESSURE TREATED BEAM 1/2" THREADED RODS 1/4" GUSSET PLATE 8 3/4" 5 29/32" 5 7/8" 8 25/32" 8 17/32" UPPER AND LOWER PLATE PLAN 6x8 PRESSURE TREATED BEVELED POST THREADED ROD STEEL PLATE PRESSURE TREATED BEAM UPPER PLATE PLAN LOWER PLATE PLAN 1 1/2" 1 1/2" 1 1/2" 4" 8" 8" 4" 1 1/2" 1/4" STEEL PLATE 4x6 PRESSURE TREATED BEAM 6x8 PRESSURE TREATED BEVELED POST L 5 x 5 x 5/16 STEEL ANGLE + 1/4" STEEL PLATE 6x8 PRESSURE TREATED BEAM 1/4" STEEL PLATE 1/4" STEEL PLATE 1/4 X 4 STEEL PLATE L 5 x 5 x 5/16 STEEL ANGLE 1/4 x 4 STEEL PLATE 12345678910 Edith L. Frierson Elementary Garden Pavilion 6133 MAYBANK HWY WADMALAW, SC 29487 1" = 1'-0" A3.09 4 TRELLIS INTERSECTION 3A T2