RISAM JOHNSON
PORTFOLIO
1 | SOTO RESIDENCE 2 | A STAGE FOR GREENING EDUCATION 3 | GERN’S VEGAN TREATS 4 | NEEB PLAZA REDESIGN
971-307-3018 RIS.F.JOHNSON@GMAIL.COM
RISAM JOHNSON
PLANTING PLAN HAND RENDERED
1 | SOTO RESIDENCE
SITE PLAN COMBINATION HAND GRAPHICS AND PHOTOSHOP RENDER
1 | SOTO RESIDENCE
SITE PLAN PHOTOSHOP RENDERED
Alameda GI | LID Concepts Plan Johnson Design Proposal 4 December, 2020
2 | A STAGE FOR GREENING EDUCATION
SECTION ELEVATION PHOTOSHOP RENDERED
2 | A STAGE FOR GREENING EDUCATION
PERSPECTIVE PHOTOSHOP RENDERED
2 | A STAGE FOR GREENING EDUCATION
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N
B 123 Thorn Harvester Dr. Chandler, AZ 85683
Owned By: Risam Workshard 123 Mi Escritorio Tempe, AZ 85281
2% 0.5%
Peak Run Off Rate Reinforced Concrete Pipe
Gern's Vegan Treats
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Proposed Contour
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Prosopis chilensis
+B TC C1 12 24 40 0. .6 16 6 +B TC C1 12 24 40 0. .5 00 0
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+B TC C1 12 23 40 9. .0 50 0 +B TC C1 12 23 40 9. .1 64 4
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+B TC C1 12 23 40 9. .1 67 7
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+FG Finished Grade
+T C1 23 6
9"
165 Trees to Place
RET Retention Basin
PUE
PL
4'2
Finished Grade
+B TC C1 12
.6 5'
Parkinsonia Aculeata
+B TC C1 12 24 40 0. .5 00 0
36
+FG
40
3 | GERN’S VEGAN TREATS °2
+FFE Finished Floor Elevation
12
42
Parking Spots ADA Parking Spots
41
Retention Basin
12
∠S
Prosopis sp.
40
E
6 Trees to Keep
12
D
Trees to Salvage
40
50 4
6
12
PUE Curb Property Line / Boundary PUE Existing Contour Sidewalk Pavement Striping Setbacks and Buffers Building Footprint
1236
165.81'
DRAINAGE PLAN
AUTOCAD
The Aerie Estate, at 00 Aerie Rd. Sedona, AZ 86336
Highscape Associates
+1 23 5
Reviewed by: Date:
Risam Johnson 8 Oct
2020
Risam Johnson 27 Oct Risam Johnson 17 Nov
A Drainage Plan
Page 1 of 1
CONSTRUCTION DETAILS AUTOCAD WALL-MOUNTED PIPE HANDRAIL (FOR RAMP ONLY) FENCEPOST WITH 121" OD PIPE HANDRAIL, LEVEL AND PLUMB, 3" CORED HOLE
36"
BUILDING WALL
34" 1" CHAMFER ALL SIDES
1 2" EXPANSION JOINT, PREMOLDED CLOSED CELL POLYETHYLENE MATERIAL WITH SEALANT
GROUTING 4"
36" MIN. FOR RAMP (2) NO. 4 HORIZONTAL REBAR AT TOP OF CHEEKWALL 2" CLEAR FROM TOP OF WALL (ABOVE GRADE), 121" CLEAR FROM SIDES OF WALL/ 18" O.C., TYP.
RAMP OR LANDING PLATFORM 9" 4"
3 4" SMOOTH DOWEL, 15" LONG INTO BUILDING WALL; 9" PVC PIPE SLEEVE ON RAMP SIDE, DOWEL 24" O.C., TYP.
6" REINFORCED CONCRETE PAVEMENT
3'-6" MAX.
4" STONE SCREENINGS
CLEAN FILL COMPACT IN 6" LIFTS
FINISHED GRADE
3 4" SMOOTH DOWELS SLEEVED (PVC PIPE) IN RAMP, 36" O.C. 2" CLEAR FROM BOTTOM OF PAVEMENT
3'-6" MIN. NO. 4 VERTICAL REBARS 2" CLEAR FROM TOP 3" CLEAR FROM BOTTOM 121" CLEAR FROM SIDES OF WALL, 24" O.C.
3 4" SMOOTH DOWELS 24" LONG ONE END SLEEVED (PVC PIPE), CENTERED IN WALL, MIN. 2 REQ'D AT EXP. JOINTS 30'-0" O.C. AND ALSO AT BUILDING WALL/PLATFORM/STEPS
NO. 4 HORIZONTAL REBARS 2" CLEAR FROM TOP 3" CLEAR FROM BOTTOM 121" CLEAR FROM SIDES OF WALL, 18" O.C. CONTINUOUS
3.7
4 | NEEB PLAZA REDESIGN
RAMP SECTION NTS
CHEEKWALL, 4000 PSI CONCRETE
DRY, FIRM UNYIELDING SUBGRADE, TYP.
12"
CONSTRUCTION DETAILS
2' x 4' PLANK DECKING
2' x 6' JOIST
4' x 10' BEAM
AUTOCAD
8'-8" 7'-8"
17 SQ FT AREA x 50 PSF LOAD, DEAD AND LIVE = 850#s /SQ FT ÷ 2,500 PSF SOIL BEARING CAPACITY = 0.34 SQ FT ∴ 12" x 12" PER POST 30 SQ FT AREA x 50 PSF LOAD, DEAD AND LIVE = 1,500#s /SQ FT ÷ 2,500 PSF SOIL BEARING CAPACITY = 0.60 SQ FT ∴ 12" x 12" PER POST
4" 12"
5.1
BEAM AND JO 1" = 6"
4" 24"
12" 15' 5.1
WOOD DECK PLAN AND SECTION 1" = 1'
12" Ø
4" x 4" POST
5.1
4 | NEEB PLAZA REDESIGN
WOOD DECK PLAN AND SECTION 1" = 1'
5.1
FOOTING DET 1" = 6"
CONSTRUCTION DETAILS
2' x 6' JOIST
GALVANIZED DECK NAIL, TYP.
4' x 10' BEAM
AUTOCAD
7'-8"
2' x 4' PLANK DECKING 2' x 6' JOIST
17 SQ FT AREA x 50 PSF LOAD, DEAD AND LIVE = 850#s /SQ FT ÷ 2,500 PSF SOIL BEARING CAPACITY = 0.34 SQ FT ∴ 12" x 12" PER POST
4' x 10' BEAM
30 SQ FT AREA x 50 PSF LOAD, DEAD AND LIVE = 1,500#s /SQ FT ÷ 2,500 PSF SOIL BEARING CAPACITY = 0.60 SQ FT ∴ 12" x 12" PER POST
POST CAP BEAM BASE CONNECTOR, SIMPSON STRONG TIE, TYP.
5.1
4" x 4" POST
BEAM AND JOIST CONNECTION DETAIL 1" = 6"
24"
4" x 4' POST 12" Ø
GALVANIZED POST ANCHOR GALVANIZED BOLT/NUT/WASHER CONCRETE PIER, SLOPED TO DRAIN
4" x 4" POST
(2-4)L REINFORCING BARS
(2) HORIZONTAL REINFORCING BARS
4 | NEEB PLAZA REDESIGN
5.1
FOOTING DETAIL 1" = 6"
16"