Design Portfolio
QINHENG ZHANG
LEED AP BD+C, WELL AP
Contents 01
ANIMAL HOSPITAL EXPANSION
02
CHILDSAFE OFFICE
NEW ENTRANCE AND OFFICE SPACE FOR EXISTING ZOO HOSPITAL
OFFICE BUILDING WITH SPECIAL REQUIREMENTS
03
HIGH-RISE DESIGN
FACADE PERFORMANCE-BASED DESIGN OF HIGH-RISE OFFICE AND HOTEL
04
CENTRAL ATTRACTION
A NEW WAY TO INCREASE URBAN ASSET IN NEW YORK
05
CLINAMEN
RELIGIOUS SPACE FROM 4TH DIMENSION
06
SUSTAINABLE DESIGN WORK INTEGRATED DESIGN PROCESS
OTHER WORK
01ANIMAL HOSPITAL EXPANSION NEW ENTRANCE AND OFFICE SPACE FOR EXISTING ZOO HOSPITAL 2017 PHASE: SD TO CA
The new addition to the Zoo Animal Health Center seeks to provide an updated care facility that satisfies immediate functional and operational needs of the hospital staff while also contributing to the long-term goal of providing increased public awareness of ongoing animal care at the zoo.
[Concept] The massing is responding to the surrounding context. As for the daylight design, since the entrance is facing west, the canopy is extending out for shading and East-side skylight is added to introduce more balanced daylight.
A 6' - 5"
B
4' - 7"
EXISTING WALLS.
1' - 6 5/8"
17' - 11"
NEW WALLS. REFER WALL TYPE TO WALL TYPE SHEET
CONCRETE PORCH BOARD FORM CONCRETE PLANTER BEDS
2' - 0" 2' - 0"
-0' - 0 1/4"
2' - 0"
12' - 3 3/4"
3' - 0"
F4
8 F6
SURGERY
3
1' - 3 5/8"
100
ANIMAL TREATMENT ROOM
1
A3
6' - 4"
8' - 0"
329 SF 8' - 0"
19' - 2 3/4"
5' - 2"
7 A401
3' - 0"
3' - 1 1/2"
PARKING SPACE
VENT HOLE FOR SCAVENGER 2' - 8 3/4"
7 5/8" 4' - 10 1/2"
1
2 A602
LED FIXTURE MOUNTED TO UNDERSIDE OF UPPER CABINET
100A
LAUNDR
A4
2' - 0"
A2
F4
1' - 4"
F4
1' - 6"
4' - 6"
EQ
101
0' - 0"
LOADING AREA
10
A501
456 SF
A6
A6 6' - 0"
6' - 0"
7' - 6"
-0' - 0 1/4"
A6
11
CORRIDOR 101A
9
10"
A1
EQ
8"
EQ A6
8' - 9 1/4"
CLOSET
EX-2
2
6' - 8 3/8"
CONCRETE PORCH AND STAIRS
3' - 0"
102A
58' - 0"
3
9
F6
6 2' - 0"
4' - 4 1/2"
3' - 0"
3' - 7"
3' - 2"
4' - 0"
2' - 6"
16' - 1 3/8"
102 289 SF
LED FIXTURE MOUNTED TO UNDERSIDE OF UPPER CABINET
2"
OFFICE
EQ
-2' - 0"
WH
OFFICE/ WORKROOM
F6
LAB A4
MECHANICAL
2' - 5 7/8"
EQ
DN
ELECTRIC
7
4
0"
F6
103A
CLOSET
104A
2" 2' - 0"
6' - 8"
1' - 6"
A6T 104B
5
4' - 4 3/8"
3' - 4"
3' - 0"
7
4.1
1' - 6"
A4TT
2' - 3"
224 SF
7' - 0"
2
104
A6
107 SF
MECHANICAL EQUIPMENT
7 5/8"
2' - 0"
5' - 3 5/8"
6' - 0"
MECHANICAL YARD
RESTROOM
12' - 11 1/2"
3' - 11 5/8"
PHARMACY 103
5' - 11 1/4"
9' - 6 3/8"
3' - 0"
3' - 0" A1
3' - 10"
1' - 6" BOARD FORM CONCRETE PLANTER BEDS
2' - 3 5/8" 2' - 6 3/4"
17' - 11"
1' - 3 3/4"
10' - 0 5/8"
7' - 1"
38' - 8"
A
[Floor Plan] 1/10" = 1'
F6 F6T
1' - 0"
3' - 8 5/8"
4
A6
2' - 0"
10' - 4 3/8"
4
B
C
N 0
5'
10'
20'
7
2
3
2
3
4
4.1
5
4
4.1
5
MEMBRANE ROOF ON STEEL FRAME (REF. STRUCTURAL)
19' - 2 3/4"
8' - 9 1/4"
16' - 1 3/8"
3' - 8 5/8"
T.O. PARAPET NORTH 16' - 0" T.O. PARAPET SOUTH 13' - 8"
8' - 10 3/4"
3' - 8"
MTL-1 PRE-FINISHED FLAT METAL PANEL
1/2" / 1'-0"
2' - 4"
1
MTL-1 PRE-FINISHED FLAT METAL PANEL
CEILING LEVEL 10' - 0"
MTL-2A PRE-FINISHED CORRUGATED METAL PANEL MTL-01, ON METAL FURRING WITH 1" BOARD MTL-1 PRE-FINISHED FLAT INSULATION, ON 5/8" SHEATHING, ON 6" METAL PANEL METAL FRAMING WITH R19 MINERAL FIBER THERMAL INSULATION, ON 5/8" GYPSUM BOARD MTL-2A PRE-FINISHED CORRUGATED METAL PANEL
A4
MTL-1 PRE-FINISHED FLAT METAL PANEL
A1
CONCRETE PORCH
MTL-2A PRE-FINISHED LEVEL 01 CORRUGATED METAL 0' - 0" PANEL
1' - 4"
GL-2 SEALED INTEGRAL BLIND GLASS
CONCRETE PORCH AND STAIRS
[West Elevation]5 1/10" = 1'
4.1 8' - 10 3/4"
MTL-3 ALUMINUM-FRAMED GLASS ENTRY DOOR
4
BOARD FORM CONCRETE PLANTER BEDS
CONCRETE PORCH AND STAIRS
3
3' - 8 5/8"
2
16' - 1 3/8"
1
MTL-1 PRE-FINISHED FLAT METAL PANEL
ZEROSCAPING PLANT
BOARD FORM CONCRETE PLANTER BEDS
8' - 9 1/4"
2
DOWNSPOUT
1 19' - 2 3/4"
3
4
4.1
5 MTL-1 PRE-FINISHED FLAT METAL PANEL
MEMBRANE ROOF ON STEEL B1FRAME (REF. STRUCTURAL)
B2
T.O. PARAPET NORTH
3' - 8"
MECHANICAL YARD
MTL-2A PRE-FINISHED CORRUGATED METAL PANEL
EXISTING BUILDING
BOARD FORM CONCRETE PLANTER BEDS
CORRIDOR
LAB
100
101
102
B
C
17' - 11"
11' - 4 3/8"
LEVEL 01 0' - 0" PRE-FINISHED METAL GUTTER WITH
C
DOWNSPOUT
2-PLY SBS MODIFIED ROOF MEMBRANE
EAST ELEVATION 103 1/4" = 1'-0"
B
A
7' - 1" 7' - 1"
PRE-FINISHED METAL GUTTER WITH OVERFLOW SCUPPER
OVERFLOW SCUPPER
PHARMACY 3
7' - 8"
SURGERY
10' - 0"
16' - 0"
2' - 4"
CEILING LEVEL 10' - 0"
10' - 0"
MTL-1 PRE-FINISHED FLAT METAL PANEL
6' - 0"
MTL-1 PRE-FINISHED FLAT METAL PANEL
2' - 4"
16' - 0"
6' - 0"
MTL-2B PRE-FINISHED CORRUGATED PERFORATED METAL PANEL
Ground level -3' - 0"
BOARD FORM CONCRETE PLANTER BEDS
3' - 0"
3' - 0"
BOARD FORM CONCRETE PLANTER BEDS
ZEROSCAPING PLANT
13' - 8"
PRE -FINISHED ALUMINUM BOX FRAME AT WINDOW
19' - 0"
A1
10' - 0"
A4
10' - 9 3/4"
DOWNSPOUT A3
7' - 8"
11' - 4 3/8"
7' - 8"
17' - 11" 24' - 0"
3' - 1 5/8"
DOWNSPOUT
[North-South Section] 1/10" = 1'
A 8' - 0"
B 17' - 11"
1' - 6 5/8"
MEMBRANE ROOF ON STEEL FRAME (REF. STRUCTURAL)
T.O. PARAPET NORTH
EXISTING BUILDING
16' - 0"
6' - 0"
EXPANSION JOINT
CEILING LEVEL 10' - 0"
MTL-2B PRE-FINISHED
SOUTH ELEVATION CORRUGATED PERFORATED METAL PANEL 1/4" = 1'-0" WOOD SEAT CONC-1 EXPOSED ARCHITECTURAL CONCRETE
1 COVERED PORCH AREA
SURGERY 100
LEVEL 01 0' - 0"
[East-West section] 1/10" = 1'
1' - 4"
BOARD FORM CONCRETE PLANTER BEDS
EXISTING CONCRETE BUILDING MTL-1 PRE-FINISHED FLAT METAL PANEL
NORTH ELEVATION 1/4" = 1'-0"
COV POR
EXISTING TREATMENT ROOM
7' - 6"
2
16' - 0"
BOARD FORM CONCRETE PLANTER BEDS
ARCHITECTURAL EXPOSED STEEL FRAMING MTL-1 PRE-FINISHED FLAT METAL PANEL
10' - 0"
A
1
1/4" / 1'0" SLOPE
0
5'
10'
20'
A
OVERLAND
10"
P A R T N E R S
A R C H I T E C T S
203 E Jones Ave San Antonio, Texas 78215 TEL (210) 829-7003 FAX (210) 829-0844
A VARIES
METAL FURRING SYSTEM MTL-2B PRE-FINISHED 1 1/2" BOARD INSULATION CORRUGATED PERFORATED METAL PANEL FLUID-APPLIED MEMBRANE AIR BARRIERS
1' - 4"
BID SET ADDENDUM 2
[Roof Section Detail] 1 1/2" = 1' B WEEPS AT 2' O.C. #4@12" DOWELS , VERIFY WITH STRUCRTURE
MTL-2A PRE-FINISHED WEEPS AT 2' O.C. CORRUGATED METAL PANEL
8/9/2017 6:07:03 PM
WATERPROOFING (ABOVE)
SELF ADHERED MEMBRANE FLASHING
08 / 04 /
Date
10' - 0"
FLUID-APPLIED MEMBRANE AIR
0' - 10" 1' - 4"
MTL-01, ON METAL FURRING WITH 1" BOARD INSULATION, ON 5/8" SHEATHING, ON 6" 1707 METAL FRAMING WITH R19 MINERAL FIBER THERMAL 2017 INSULATION, ON 5/8" GYPSUM COMPRESSIBLE FILL BOARD
QZ RW
Drawn by
BARRIERS VAPOR RETARDER GYPSUM SHEATHING EXISTING5/8" HALLWAY
Checked by
A401
CONTINUOUS PRE-FORMED EXPANSION
WALL SECTION - SUGERY RMJOINT COMPRESSIBLE FILL 1/2" = 1'-0"
CORRIDOR LEVEL 01 101 0' - 0"
LEVEL 01 0' - 0"
PAINTED GYPSUM BOARD EXISTING ROOF MEMBRANE TO BE SOFFIT, ON SUSPENDED FLASHED INTO NEW CURB METAL FRAME
CEILING LEV PE 10' -
SURGERY
2" E.J.
100
1 A601
DETAIL - METAL WALL AT ELEVATION CHANGE 3 1 1/2" = 1'-0"
WEEPS AT 2' O.C.
Proje Date
EXISTING CONCRETE ROOF
EXISITING BUILDING CMU WALL
FOUNDATION SHEET WATERPROOFING
Draw
VAPOR RETARDER
Chec
INTERIOR EXPANSION JOINT TRIM ASSEMBLY
[Wall Section - Corridor] 1/5" = 1'
EX SE DE
BOARD INSULATION
DETAIL - ROOF AT GUTTER AND DOWNSPOUT 5 1 1/2" = 1'-0"
VAPOR RETARDER
PREFINISHED ALUMINUM FLASHING AND TRIM
CONTINUOUS PRE-FORMED EXPANSION PAINTED GYPSUM BOARD JOINT COMPRESSIBLE FILL SOFFIT, ON SUSPENDED METAL FRAME SELF ADHERED MEMBRANE FLASHING
7' - 8"
101
1' - 10 1/4"
LINE OF EXISTING
CORRIDOR BUILDING DOUBLESHEET T FOUNDATION
0' - 2" E.J.
Project number
1 1/2" BOARD INSULATION
BOARD INSULATION
VAPOR RETARDER
FOUNDATION SHEET WATERPROOFING FLUID-APPLIED MEMBRANE AIR BARRIERS FLEXIBLE FLASHING SELF ADHERED MEMBRANE FOAM CLOSURE STRIP FLASHING
REQ. EXP. WIDTH
METAL FURRING SYSTEM
METAL FURRING SYSTEM
CONCRETE SLAB WITH GRADE BEAMS (REF. S
PRE-FINISHED ALUMINUM PREFINISHED ALUMINUM FLASHING AND CLOSURE TRIM TRIM
Ground level -3' - 0"
8' - 2"
LEVEL 01 0' - 0"
1
PAINTED GYPSUM BOARD SOFFIT, ON SUSPENDED METAL FRAME
MTL-1 PRE-FINISHED FLAT METAL PANEL
PAINTED GYPSUM BOARD SOFFIT, ON SUSPENDED METAL FRAME
1
CONCRETE SIDEWALK. REFER TO STRUCTURE ALUMINUM WINDOWS
100 CEILING LEVEL 10' - 0"
PRE-FINISHED METAL DOWNSPOUT
1 3
RA-01, 2-PLY SBS MODIFIED ROOF MEMBRANE, ON COVERBOARD, ON 5" RIGID INSULATION (R-30), ON METAL STRUCTURE
FLUID-APPLIED MEMBRANE AIR 1 1/2" BOARD INSULATION BARRIERS
16' - 0"
1
2 7/8" METAL A601 FURRING CHANNEL
PERMIT SET
SURGERY
1' - 10"
PAINTED GYPSUM BOARD SOFFIT, ON SUSPENDED METAL FRAME
2" PRE-FINISHED ALUMINUM CORRUGATED METAL
MTL-2A PRE-FINISHED CORRUGATED METAL PANEL
T.O. PARAPET SOUTH 13' - 8"
PAINTED GYPSUM BOARD SOFFIT, ON SUSPENDED METAL FRAME
EXPANSION JOINT
STRUCTURAL BASE PL (REF. STRUCTURAL) No.
3" CLEAR COVER FLEXIBLE FLASHING
0' - 8"
GL-1 CLEAR GLASS
FLOOR BASE AS SCHEDULED
8"
OVERFLOW SCUPPER SLOT IN GUTTER
EXISTING BLDG ROOF
7' - 8"
2' - 0"
RIGID INSULATION MTL-01, (R-30) ON METAL FURRING WITHMTL-1 1" BOARD INSULATION, PRE-FINISHED FLAT ON 5/8" SHEATHING, ON 6" METAL PANEL METAL FRAMING WITH R19 METAL FURRING SYSTEM MINERAL FIBER THERMAL ALIGN AND SECURE TO METAL STUD INSULATION, ON 5/8" GYPSUM FRAMING 4' - 9" PER MANUFACTURER'S BOARD REQUIREMENTS
1 FLUID-APPLIED MEMBRANE AIR A601 BARRIERS
LEVEL 01 0' - 0"
EXTERIOR SECTIONS AND DETAILS
PRE-FINISHED METAL GUTTER
COVER BOARD
2' - 6"
T.O. PARAPET NORTH 16' - 0"
PAINTED GYPSUM BOARD SELF ADHERED MEMBRANE FLASHING SOFFIT, ON SUSPENDED METAL FRAME
1' - 1"
1' - 7"
VEL ' - 0"
level ' - 0"
0' - 8"
2' - 4"
16' - 0"
B
L 01 ' - 0"
0' - 5 1/2"
5/8" GYPSUM SHEATHING
FOUNDATION FLUID-APPLIED MEMBRANE SHEET AIR BARRIERS WATERPROOFING 5/8" GYPSUM SHEATHING
LEVEL 01 0' - 0"
5B
SELF ADHERED MEMBRANE FLASHING
2" PRE-FINISHED ALUMINUM CORRUGATED METAL
6' - 0"
RA-01, 2-PLY SBS MODIFIED ROOF MEMBRANE, ON COVERBOARD, ON 5" RIGID INSULATION (R-30), ON METAL STRUCTURE 2-PLY SBS MODIFIED ROOF MEMBRANE
1' - 7"
EXISTING ASPHALT GROUND
3903 San
A
VAPOR PREFORMED METAL PARAPET RETARDER GRAVEL STOP
1' - 0"
Ground level RIGID INSULATION -3' - 0" (R-30)
5
PET UTH NG LEVEL ' - 8" 10' - 0"
FILTER FABRIC
2' - 0"
2-PLY SBS MODIFIED ROOF MEMBRANE
AN AD
BOARD FORM CONCRETE PLANTER BEDS
01
1' - 4"
RA-01, 2-PLY SBS MODIFIED ROOF MEMBRANE, ON LEVEL 5/8" GYPSUM SHEATHING COVERBOARD, ON 5" RIGID 0' - 0" INSULATION (R-30), ON METAL STRUCTURE 6" METAL STUD FRAMING VAPOR RETARDER
COVER BOARD
WALL SECTION - ENTRY 1/2" = 1'-0" DETAIL - WINDOW SURROUND AT LAB 3 1 1/2" = 1'-0"
- TYPICAL PORCH SOFFIT AND FASCIA 1 1/2" = 1'-0"
4
3' - 0"
DOUBLE GLAZED INTEGRAL BLIND ASSEMBLY. SEE MANUFACTURER'S SPECS.
07/07/2017 08/01/2017
Date
0' - 2"
1
1 3
DETAIL - SECTION AT PHARMACY WINDOW SILL 6 1 1/2" = 1'-0"
6' - 0"
MTL-2A PRE-FINISHED CORRUGATED METAL PANEL
6 A601
3 A601DETAIL
Description
No.
CONTINUOUS BEAT OF SEALANT
ALUMINUM WINDOW
SELF ADHERED MEMBRANE FLASHING
103
BATT INSULATION
ALUMINUM WINDOW
3" CLEAR COVER
5/8" GYPSUM SHEATHING
PHARMACY
6" METAL STUD FRAMING
101
FLUID-APPLIED MEMBRANE AIR BARRIERS
FOAM CLOSURE STRIP
10" VARIES
CORRIDOR
PAINTED GYPSUM BOARD SOFFIT, ON SUSPENDED METAL FRAME
7 A601
BARRIERS GL-2 SEALED 3903 N St Mary's St, INTEGRAL 5/8" GYPSUM SHEATHING BLIND GLASS San Antonio, TX, 78212
DOUBLE GLAZED INTEGRAL BLIND ASSEMBLY. SEE MANUFACTURER'S SPECS.
6 A401
2 A601
Mech Arup 10370 Houst TEL (
ACOUSTIC PANEL, ON SUSPENDED METAL FRAME
ANIMAL HOSPITAL ADDITION FLUID-APPLIED MEMBRANE AIR
2' - 4"
3' - 6"
1' - 0"
DOUBLE GLAZED INTEGRAL BLIND ASSEMBLY. SEE FOUNDATION SHEET MANUFACTURER'S SPECS. WATERPROOFING
FOAM CLOSURE STRIP
FOAM CLOSURE STRIP
3"X3" GALVANIZED ALUMINUM L-PROFILE TRIM PAINTED GYPSUM BOARD DOUBLE GLAZED INTEGRAL SOFFIT, ON SUSPENDED MTL-2B BLIND ASSEMBLY. SEE METAL FRAME 2" PRE-FINISHED ALUMINUM CORRUGATED PRE-FINISHEDMETAL MANUFACTURER'S SPECS. CORRUGATED 7/8" METAL PERFORATED FURRING CHANNEL METAL PANEL 1 1/2" BOARD INSULATION
VAPOR RETARDER
[Wall Section - Pharmacy] 1/5" = 1' PRE-FINISHED WINDOW TRIM EXTENSION SURROUND
Struc Arup 10370 Houst TEL (
ALUMINUM WINDOW
A
3' - 0"
3/16" PAINTED ALUMINUM PLATE
METAL FURRING SYSTEM
P A R
203 E San A TEL (
4' - 0"
9 1/2"
ARCHITECTURAL EXPOSED PRE-FINISHED WINDOW STEEL FRAMING TRIM EXTENSION WEEPS AT 2' O.C. SURROUND #4@12" DOWELS , VERIFY WITH STRUCRTURE ALUMINUM Ground WINDOWS level MTL -2B PRE-FINISHED -3' - 0" CORRUGATED PERFORATED METAL PANEL. 0' - 10" EXISTING ASPHALT 2' - 6" ANGLE PAINTED 1.5"X1.5" ALUMINUM GROUND
T.O. PARAPET 1 1/2" BOARD INSULATION NORTH
OV
2" PRE-FINISHED ALUMINUM CORRUGATED METAL
BOARD FORM DETAIL - SECTION AT PHARMACY CONCRETE PLANTER WINDOW HEADER 7 BEDS 1 1/2" = 1'-0" GLASS ENTRY MTL-3 ALUMINUM-FRAMED FILTER FABRIC DOOR
16' - 0"
RIGID INSULATION (R-30)
103 6 A601
MTL-2A PRE-FINISHED CORRUGATED METAL PANEL
EL 01 "
COVER BOARD
A
6" METAL STUD FRAMING
A
R
2-PLY SBS MODIFIED ROOF MEMBRANE
PHARMACY
MTL -2B PRE-FINISHED CORRUGATED PERFORATED METAL PANEL. ON METAL FURRING WITH 1" BOARD MTL-02, INSULATION, ON 5/8" SHEATHING, ON 6" METAL FRAMING WITH R19 MINERAL FIBER CONTINUOUS BEAT OF SEALANT THERMAL INSULATION, ON 5/8" GYPSUM 3 BOARD A601
METAL FURRING SYSTEM MTL-2B LEVEL 01 PRE-FINISHED CORRUGATED PERFORATED SELF ADHERED 0' - 0" MEMBRANE METAL PANEL FLASHING
0' - 10"
7 A601
FOAM CLOSURE STRIP
2' - 6"
01
PAINTED GYPSUM BOARD SOFFIT, ON SUSPENDED BATT INSULATION METAL FRAME
3' - 6"
4' - 0"
VARIES
RIDOR
ACOUSTIC PANEL, ON SUSPENDED METAL FRAME
SELF ADHERED MEMBRANE GL-2 SEALED FLASHING INTEGRAL BLIND GLASS METAL FLASHING
VARIES
PREFORMED METAL PARAPET Mechanical, Electrical, and Plumbing Engineer GRAVEL STOP Arup 10370 Richmond Ave, Suite 475, SELF ADHERED MEMBRANE Houston, Texas 77042 FLASHING TEL (713) 783-2787
MTL-2A PRE-FINISHED CORRUGATED METAL PANEL
3' - 0"
Sim
10"
ED GYPSUM BOARD T, ON SUSPENDED L FRAME
4 A601
A
Structural Engineer Arup 10370 Richmond Ave, Suite 475, Houston, Texas 77402 TEL (713) 783-2787
1
WALL SECTION - SUGERY RM
1/2" = 1'-0" [Expansion Joint Section Detail] 1 1/2" = 1'
R CORNER AT 1
DETAIL - SECTION AT CLERESTORY ALONG EXPANSION JOINT 1 1/2" = 1'-0"
9
02CHILDSAFE OFFICE
OFFICE BUILDING WITH SPECIAL REQUIREMENTS 2016-2017 PHASE: SD TO DD
The mission for ChildSafe is to restore dignity, hope, and trust to children traumatized by abuse and neglect. The project mission is to create a facility that will be a beacon of hope to support total care and restoration for our county’s abused children.The concept is to create a hear-warm space for staff and children through space design and material selection.
TOP OF ROOF 659' - 6"
T.O. PARAPET 632' - 4" LEVEL 02 14' - 0" LEVEL 1 0' - 0" LEVEL 0 -2' - 6"
[East Elevation] 1/80" = 1'
TOP OF ROOF 659' - 6
T.O. PARAPET 632' - 4
LEVEL 0 14' - 0 GENERAL NOTES 1. REFER TO LS-SERIES DRAWINGS FOR CODE SUMMARY AND THE PROJECT MANUAL FOR CODE ANALYSIS. 2. REFER TO A-SERIES FOR DIM PLANS, TAGS, ETC. 3. REFER TO C-SERIES FOR CIVIL. 4. REFER TO L-SERIES FOR LANDSCAPE.
[South Elevation] 1/80" = 1'
Architect LEVEL Overland Partners Architects 203 East Jones Ave, 0' Suite - 01 San Antonio, Texas 78215 LEVEL TEL (210) 829-7003 FAX (2
-2' - 6
Landscape Architect Rialto Studio, Inc. 2425 Broadway, Suite 105 San Antonio, Texas 78215 TEL (210) 828-1155 FAX (2
Civil Engineer Pape - Dawson Engineers, I 2000 NW Loop 410 San Antonio, Texas 78213 TEL (210) 375-9000
Structural Engineer Arup 10370 Richmond Ave, Suite Houston, Texas 77042 TEL (713) 783-2787
Mechanical Engineer Arup 10370 Richmond Ave, Suite Houston, Texas 77042 TEL (713) 783-2787
CONFERENCE 1221 289 SF
BREAK ROOM 1220 153 SF
WORK STATION 1222 203 SF
CPS WAITING 1201 187 SF
MAILROOM 1218 48 SF RECEPTION 1217 84 SF OFFICE MACHINE 1219 23 SF C. WORKERS OPEN OFFICE 1223 664 SF
UNISEX 1202 56 SF
ENCLOSED FILE ROOM + PREP ROOM 1230 468 SF
INTERVIEW 1315 116 SF
OBSERVATION 1323 93 SF
INTERVIEW 1314 Redundant
OBSERVATION 1324 94 SF
FAMILY WAITING 1304 145 SF
CIRCULATION 1325 370 SF
STORAGE 1312 101 SF
CIRCULATION 1300 875 SF UNISEX 1311 56 SF
FI OPEN OFFICE 1310 720 SF
INTERVIEW 1405 95 SF
CIRCULATION 1403 181 SF
INTERVIEW 1406 95 SF
FAMILY WAITING 1306 139 SF
IT RM 1402 70 SF
OBSERVATION 1428 87 SF
MALE 1427 54 SF SOFT INTERVIEW 1408 183 SF
SAPD SUPERVISOR 1409 134 SF
FAMILY WAITING 1305 136 SF
STAIR 3 1309 222 SF
INTERVIEW 1404 95 SF
SAPD DETECTIVE 1410 108 SF
UP SAPD STORAGE 1420 109 SF
RECEPTION 1418 54 SF
BEXAR INVESTIGATOR 1422 BEXAR 108 SF INVESTIGATOR BEXAR 1423 INVESTIGATOR 108 SF 1426 BEXAR 108 SF INVESTIGATOR 1425 BEXAR 107 SF INVESTIGATOR 1424 107 SF
SAPD DETECTIVE 1412 109 SF
SAPD DETECTIVE 1413 107 SF
INTERV. ROOM 1208 112 SF
INTERV. ROOM 1207 114 SF
FAMILY SPEC. 1108 106 SF
SHARED FILE ROOM 1107 292 SF
RAINBOW ROOM 1212 321 SF
MAIN ENTRY
FAMILY SPEC. 1103 104 SF
FAMILY SPEC. 1105 107 SF
FAMILY SPEC. 1102 108 SF
FAMILY SPEC. 1116 99 SF
MAIN LOBBY/WAITING AREA 1000 687 SF JANITOR 1029 93 SF HOUSE KEEPING / STORAGE 1011 161 SF
RECEPTION 1001 162 SF
IT RM 1018 45 SF ELECTRICAL 1014 122 SF
CIRCULATION 1021 487 SF
STORAGE 1005 30 SF
UP
KIDS UNISEX 1006 56 SF
QUIET ROOM 1007 95 SF
3730 IH 10 E, San Antonio, T
FEMALE 1008 293 SF
STORAGE 1024 236 SF
UP
MULTI-PURPOSE ROOM 1023A
PRE-FUNCTION 1022 624 SF PROB. OFFICER 1522 120 SF
ENTRY
G IN ID DIV
W
AL
L
PROB. SUPERVISOR 1523 149 SF
LOBBY 1028 210 SF
MAIL 1524 42 SF
MULTI-PURPOSE ROOM 1023B
JUVENILE PROBATION WAITING 1500 232 SF
CATERING SUPPORT 1026 379 SF
UNISEX 1502 54 SF
STORAGE 1025 333 SF
VESTIBULE 1506 66 SF
IT RM 1509 67 SF
UNISEX 1507 54 SF SAPD DETECTIVE 1415 106 SF
PROB. OFFICER 1521 117 SF
PROB. OFFICER 1520 115 SF
WORK ROOM 1526 78 SF
RECEPTION 1525 62 SF
PROB. OFFICER 1519 115 SF
FILE ROOM 1528 102 SF
FEMALE 1503 54 SF
MECHANICAL 1027 695 SF
STORAGE 1508 36 SF
SAPD DETECTIVE 1414 108 SF
Interior Designer Studio 8 Architects 611 15th St W Austin, Texas 78701 TEL (512) 473-8989
MECHANICAL YARD 1015 824 SF
BREAK ROOM 1529 127 SF
COMPUTER STATION 1527 185 SF
MALE 1504 54 SF
STAIR 2 1505 253 SF BREAK ROOM 1416 136 SF
Acoustics Engineer Arup 10370 Richmond Ave, Suite Houston, Texas 77042 TEL (713) 783-2787
FUTURE BUILDING EXPANSION
LEVEL 1 0' - 0" LEVEL 0 -2' - 6"
STORAGE 1017 TRASH/RECYCLE 48 SF FIRE RISER RM 1016 1019 24 SF 231 SF
MALE 1009 290 SF
KIDS WAITING AREA 1004 495 SF KIDS WAITING AREA 1003 391 SF
T.O. PARAPET 632' - 4" LEVEL 02 14' - 0"
INTAKE 1013 320 SF
CIRCULATION 1020 162 SF
ELEVATOR 69 SF
FAMILY WAITING 1301 145 SF
Audio Visual and IT Engin Arup 10370 Richmond Ave, Suite Houston, Texas 77042 TEL (713) 783-2787
VOLUNTEER COORD. 1012 201 SF
CHOSA/FFS 1117 121 SF
FAMILY SPEC./PHONE RESEPTIONIST 1101 104 SF
Plumbing Engineer Arup 10370 Richmond Ave, Suite Houston, Texas 77042 T TEL (713) 783-2787
TOP OF ROOF 659' - 6"
RESOURCE ROOM 1010 1072 SF
UNISEX 1115 53 SF
FAMILY SPEC. 1104 107 SF
FAMILY SPEC. 1106 103 SF
CS MANAGER 1114 127 SF
FI GROWTH 1308 127 SF
CONFERENCE 1417 183 SF
CIRCULATION 1407 717 SF SAPD DETECTIVE 1411 108 SF
INTAKE COORD. 1113 95 SF
FI GROWTH 1307 136 SF
FAMILY WAITING ROOM 1419 126 SF
BEXAR STORAGE 1421 109 SF
INTERV. ROOM 1209 113 SF
FAMILY WAITING 1302 147 SF FAMILY WAITING 1303 147 SF
Room
OBSERVATION 1313 93 SF
FAMILY SPEC. 1112 104 SF
CIRCULATION 1100 657 SF
REF. A 104 FOR LEVEL 01 EAST
OBSERVATION 1322 93 SF
FAMILY SPEC. 1111 102 SF
FAMILY WAITING AREA 1002A 1445 SF
OBSERVATION 1321 95 SF
INTERVIEW 1316 118 SF
STORAGE 1330 61 SF
FAMILY SPEC. 1110 104 SF
FAMILY WAITNG CIRCULATION 1002B 1740 SF
OBSERVATION 1320 94 SF
INTERVIEW 1317 116 SF
MECHANICAL 1228 800 SF
FAMILY SPEC. 1109 102 SF
VISITATION 1206 135 SF
INTERVIEW 1319 110 SF
INTERVIEW 1318 112 SF
MALE 1401 54 SF
CLIENT EQUIPMENT ROOM 1211 153 SF
FOSTER FAMILY WAITING 1213 98 SF
CIRCULATION 1231 854 SF
SUPERVISOR 1226 114 SF
LAW ENFORCEMENT WAITING 1400 220 SF
INTERV. ROOM 1210 113 SF
TELE/DATA ROOM 1214 107 SF
OFFICE MACHINE 1229
OBSERVATION 1205 95 SF
CIRCULATION 1203 244 SF
SUPPLY ROOM 1215 78 SF
INVESTIGATIVE SUP. 1225 114 SF
SUPERVISOR 1227 111 SF
VISITATION 1204 134 SF
UNISEX 1216 95 SF
REF. A 105 FOR LEVEL 01 WEST
INVESTIGATIVE SUP. 1224 113 SF
Electrical Engineer Arup T 10370 Richmond Ave, Suite Houston, Texas 77042 TEL (713) 783-2787
VESTILBULE 1200 49 SF
CIRCULATION 1501 1023 SF
MEETING ROOM 1511 187 SF
PROB. OFFICER 1512 116 SF
PROB. OFFICER 1513 115 SF
PROB. OFFICER 1514 116 SF
PROB. OFFICER 1515 116 SF
PROB. OFFICER 1516 113 SF
PROB. OFFICER 1518 114 SF
CHILDSAFE BUILDING STORAGE 1517 273 SF
N
KEY PLAN
KEY PLAN - LEVE
CONFERENCE 1510 369 SF
10/26/2017 4:28:03 PM
CONSTRUCTION DOCUMENTS
[Ground Floor Plan] 1/80" = 1'
N 0
40'
80'
160'
MICHAEL REY REGISTERED ARCHITECT, TEXAS Project number Date
OCTOB
Drawn by
LEVEL 01 - KEY PLAN 1 3/32" = 1'-0"
Checked by
A
TOP OF ROOF 659' - 6
TOP OF ROOF 659' - 6"
T.O. PARAPET 632' - 4
LEVEL 02 14' - 0
LEVEL 1 0' - 0 LEVEL 0 -2' - 6
T.O. PARAPET 632' - 4" LEVEL 02 14' - 0" LEVEL 1 0' - 0" LEVEL 0 -2' - 6"
[West Elevation] 1/80" = 1'
T
T
GENERAL NOTES 1. REFER TO LS-SERIES DRAWINGS FOR CODE SUMMARY AND THE PROJECT MANUAL FOR CODE ANALYSIS. 2. REFER TO A-SERIES FOR DIM PLANS, TAGS, ETC. 3. REFER TO C-SERIES FOR CIVIL. 4. REFER TO L-SERIES FOR LANDSCAPE.
[North Elevation] 1/80" = 1'
Architect Overland Partners Arc 203 East Jones Ave, San Antonio, Texas 7 TEL (210) 829-7003
Landscape Architec Rialto Studio, Inc. 2425 Broadway, Suite San Antonio, Texas 7 TEL (210) 828-1155
Civil Engineer Pape - Dawson Engin 2000 NW Loop 410 San Antonio, Texas 7 TEL (210) 375-9000
Structural Engineer Arup 10370 Richmond Ave Houston, Texas 7704 TEL (713) 783-2787
Mechanical Enginee Arup 10370 Richmond Ave Houston, Texas 7704 TEL (713) 783-2787
FINANCE GROWTH 2012 232 SF HR 2013 129 SF
CFO 2011 140 SF
EDU. DIRECTOR 2010 138 SF
FAC. DIRECTOR 2009 138 SF
COO 2008 138 SF
COO 2007 138 SF
ROOF TERRACE 2201 575 SF
RESTROOM 2005 42 SF STORAGE 2017 72 SF
OFFICE 2014 126 SF OFFICE 2015 129 SF
DIR. CLIENT SERVICES 2018 139 SF
DIR. CLINICAL SERVICES 2019 138 SF
DEV. DIRECTOR 2020 138 SF
EXEC. ASSIST. 2021 138 SF
PRINT AREA 2022 82 SF
MECHANICAL 2026 645 SF
OPEN TO BELOW
MAIL 2003 66 SF
BREAK ROOM 2023 307 SF
LOUNGE 2025 322 SF
FEAT THERAPIST 2047 167 SF
EDU. SPECIALIST 2033 144 SF
FEAT GROWTH 2053 139 SF
DA OFFICE 2046 133 SF
TEAM LEADER 2034 146 SF
STORAGE 2054 134 SF
DA OFFICE 2045 126 SF
MEP MANAGER 2035 174 SF
MEP GROWTH 2055 134 SF
STAIR 03 2044 219 SF
CIRCULATION 2028 1255 SF
FEMALE 2043 54 SF MALE C.ROOM 2042 94 SF
MALE 2040 54 SF
STORAGE 2039 19 SF
MANAGER 2101 168 SF
CIRCULATION 2131 OFFICE/THERAPY 1171 SF 2122 152 SF
OFFICE/THERAPY 2103 176 SF
CONFERENCE ROOM 2037 209 SF
MEP GROUP OFFICE 2036 274 SF
3730 IH 10 E, San An
OFFICE/THERAPY 2118 163 SF PCIT 2117 165 SF
OFFICE/THERAPY 2123 153 SF
OFFICE/THERAPY 2102 174 SF
OBSERVATION 2116 119 SF
OFFICE/THERAPY 2124 153 SF
PCIT 2115 160 SF
OFFICE/THERAPY 2125 153 SF
OFFICE/THERAPY 2104 171 SF
OFFICE/THERAPY 2114 152 SF
OFFICE/THERAPY 2126 153 SF
OFFICE/THERAPY 2105 166 SF
DN
FEMALE C.ROOM 2041 96 SF
OFFICE/THERAPY 2120 148 SF
OFFICE/THERAPY 2121 165 SF
OFFICE/THERAPY 2119 156 SF
REF. A 106 FOR LEVEL 02 EAST
EDU. COORDINATOR 2032 138 SF
REF. A 107 FOR LEVEL 02 WEST
VOLUNTEER GROUP 2052 530 SF
Interior Designer Studio 8 Architects 611 15th St W Austin, Texas 78701 TEL (512) 473-8989
OPEN TO BELOW
FEMALE 2058 58 SF
WAITING AREA 2100 1325 SF
COMM. MANAGER 2031 129 SF
FEAT THERAPIST 2048 137 SF
MECHANICAL 2056 523 SF
MALE 2057 58 SF
DATA SPECIALIST 2030 123 SF
FEAT THERAPIST 2049 128 SF
Acoustics Engineer Arup 10370 Richmond Ave Houston, Texas 7704 TEL (713) 783-2787
LEVEL 1 0' - 0" LEVEL 0 -2' - 6"
ELEVATOR 69 SF
OUTDOOR BREAK SPACE 2200 637 SF
FLEX AREA 2024 855 SF
FEAT THERAPIST 2050 131 SF
WAITING AREA 2000 586 SF
STAIR 1
IT RM 2029 85 SF
Audio Visual and IT Arup 10370 Richmond Ave Houston, Texas 7704 TEL (713) 783-2787
T.O. PARAPET 632' - 4" LEVEL 02 14' - 0"
IT ROOM 2059
TRASH RM 2027 101 SF GRANT WRITER 2051 119 SF
Plumbing Engineer Arup 10370 Richmond Ave Houston, Texas 7704 TEL (713) 783-2787
CONFERENCE ROOM 2001 699 SF
FEMALE 2004 58 SF
CIRCULATION 2002 979 SF
SUPPLY 2016 102 SF
Electrical Engineer Arup 10370 Richmond Ave Houston, Texas 7704 TEL (713) 783-2787
TOP OF ROOF 659' - 6"
CEO 2006 269 SF
OFFICE/THERAPY 2106 164 SF
STORAGE 2128
OFFICE/THERAPY 2107 160 SF
FEMALE 2130 71 SF
GROUP/ART THERAPY 2112 193 SF
MALE 2129 58 SF
OFFICE/THERAPY 2108 154 SF
EXERCISE ROOM 2038 491 SF
OFFICE/THERAPY 2113 147 SF
OFFICE/THERAPY 2127 149 SF
DN
GROUP/MUSIC THERAPY 2109 205 SF
OFFICE/THERAPY 2111 STAIR 2 2110 189 SF
ROOF TERRACE 2202 620 SF
N
KEY PLAN
KEY PLAN - L
10/26/2017 4:29:03 PM
CONSTRUCT DOCUMENTS
[Second Floor Plan] 1/80" = 1'
N 0
40'
80'
160'
MICHAEL REY REGISTERED ARCHITECT Project number Date
LEVEL 02 - KEY PLAN 1 3/32" = 1'-0"
13
Drawn by Checked by
O
[Concept] The roof and wall are integrated and in order to make the iteration easier I have made the dynamo script to automize the process to calculate the intersection points.
[Datum points and Surface] The 12 edge points of the roof are the control points to adjust. It will first create the original sufaces and then process to the next step to calculate the intersection with wall surfaces and recreate the roof piece.
[Intersection calculation] When original surfaces are created, each surface will be extended and get the intersection points with the wall edge line, and then recreate the surface with that point.
[Intersection Calculation]
[Surface Formation]
[Datum Points]
CA
2' - 11 1/2"
0' - 4" STEEL BEAM. REFER TO STRUCTURE STEEL ROOF DECKING 5" BOARD INSULATION
CEE LOCK CLIP STANDING SEAM METAL PANEL HIGH TEMPERATURE, SELF ADHERED UNDERLAYMENT EXTERIOR PLYWOOD SHEATHING
CEE LOCK CLIP
HIGH TEMPERATURE, SELF ADHERED UNDERLAYMENT
SHEET METAL FLASHING METAL CHANNEL CLOSURE 2 3/4" THERMALLY BROKEN ZEE FURRING CHANNEL STANDING SEAM METAL PANEL HIGH TEMPERATURE, SELF ADHERED UNDERLAYMENT
COLD-FORMED METAL FRAMING EXTERIOR PLYWOOD SHEATHING 2" BOARD INSULATION
[Roof Detail] 3/4" = 1'
ROOF EDGE AT OUTDOOR BREAK SPACE 3" = 1'-0"
AT3
AT3
CA
B4
B4 B1 2' - 10 3/4"
METAL ROOF PANELS, ON SLIPSHEET, ON UNDERLAYMENT, ON 1/2" PLYWOOD SHEATHING, ON 5" RIGID INSULATION ON METAL DECK
COLD-FORMED METAL FRAMING R-19 BATT INSULATION
3"
EXTERIOR PLYWOOD SHEATHING
4 A512
6 1/4"
2" BOARD INSULATION HIGH TEMPERATURE, SELF ADHERED UNDERLAYMENT
GYPSUM SHEATHING MOISTURE BARRIER
FLEXIBLE FLASHING
2" BOARD INSULATION 1/2" HAT FURRING CHANNEL AT 16" O.C.
METAL SOFFIT PANELS
STANDING SEAM METAL PANEL
5 A511
EXTERIOR PLYWOOD SHEATHING MOISTURE BARRIER
EDU. COORDINATOR BACKER ROD AND SEALANT 2032 METAL CHANNEL CLOSURE
FLEXIBLE FLASHING
5" BOARD INSULATION STANDING SEAM METAL PANEL PAVER ON ADJUSTABLE CEE LOCK CLIP PEDESTAL
BACKER ROD AND SEALANT
2 3/4" THERMALLY BROKEN ZEE FURRING CHANNEL
MINERAL FIBER CEMENT SIDING SYSTEM
STANDING SEAM METAL PANEL
SHEET METAL FLASHING WITH LEADING EDGE IN SEALANT BED COMPRESSIBLE JOINT FILLER 4 A510
PEDESTRIAN SIDEWALK (REF. LANDSCAPE)
SLOPE, REF. LANDSCAPE
LEVEL 1 0' - 0"
2 3/4" THERMALLY BROKEN ZEE FURRING CHANNEL SHEET METAL FLASHING
HIGH TEMPERATURE, SELF ADHERED UNDERLAYMENT
LEVEL 02 14' - 0"
FLEXIBLE FLASHING
WEEP BACKER ROD AND SEALANT
COLD-FORMED METAL FRAMING
ALUMINUM-FRAMED STOREFRONT
2" BOARD INSULATION
EXTERIOR PLYWOOD SHEATHING COLD-FORMED METAL FRAMING
PAINTED GYPSUM WALL BOARD
2 A512
2 A511
2
FAMILY WAITING AREA 1002A
6 1/2"
COLD-FORMED METAL FRAMING
R-19 BATT INSULATION
TYP. ROOF EDGE AT METAL PANEL WALL 3" = 1'-0"
9 3/4"
FIBER CEMENT WALL TRANSITION TO METAL PANEL SOFFIT AND WALL 3" = 1'-0"
ALUMINUM-FRAMED STOREFRONT
2 A621
LEVEL 1 0' - 0"
1
METAL SOFFIT PANELS
1303
TYP. FIBER CEMENT WALL BASE AT SIDEWALK 3" = 1'-0"
ALUMINUM WINDOWS 2 A510
6' - 6" R.O.
HIGH TEMPERATURE, SELF ADHERED UNDERLAYMENT
METAL SIDING, ON 2 1/2" ZEE FURING WITH 2" BOARD INSULATION , ON MOISTURE BARRIER, ON 1/2" PLYWOOD SHEATHING, ON 6" METAL FRAMING, ON GYPSUM BOARD
ALUMINUM BRAKE METAL CLOSURE. FINISH TO MATCH ALUMINUM FRAMING SYSTEM.
ACOUSTICAL CEILING PANEL AS SCHEDULED 3" ZEE FURRING CHANNEL
LEVEL 02 14' - 0"
MOISTURE BARRIER
SUSPENDED CEILING GRID
5' - 0"
OUTDOOR BREAK SPACE 2200
STEEL ROOF DECKING
FLEXIBLE FLASHING BRAKE METAL, FINISH TO MATCH CURTAIN WALL
ALUMINUM WINDOW
2' - 6"
3 A511
Sim
FIBER CEMENT SIDING, ON 2" ZEE FURRING WITH 2" BOARD INSULATION, ON MOISTURE BARRIER, ON 1/2" GYPSUM SHEATHING, ON 6" METAL FRAMING, ON GYPSUM BOARD
2' - 6"
ALUMINUM-FRAMED STOREFRONT
6' - 6" R.O.
SHEET METAL FLASHING
4 A511
MINERAL FIBER CEMENT SIDING SYSTEM 2 3/4" THERMALLY BROKEN ZEE FURRING CHANNEL
CEE LOCK CLIP
LEVEL 1 0' - 0"
1 A511
[Wall Section 1] 1/8" = 1'
[Wall Section 2] 1/8" = 1' 15
7 5/8"
17
04HIGH-RISE DESIGN
FACADE PERFORMANCE-BASED DESIGN OF HIGHRISE OFFICE AND HOTEL 2017 PHASE: SD TO DD
The vision for the site is to activate the Park for the citizens of San Antonio, as well as visitors, by creating an exciting mixed-use development that provides a balance of housing with local retail, hospitality, restaurants, cultural programs, stimulating art and educational spaces, peaceful courtyards, and other opportunities that can be enjoyed and celebrated by the entire community.
[FACADE OPTIMIZATION] SOLAR RADIATION
ANNUAL SOLAR RADIATION
By analyzing the southeast facade, we find that for annual accumulated solar radiation, the facade is uniform while in summer time, the south end actually received more energy and in winter time is the contrary. And when mapping the sunpath with temperature information we find that high sun angles (late morning in summer time) actually carries more energy which make sense to extend horizontal louvers more on the south end and taper down to the north.
SUMMER SOLAR RADIATION
SUMMER SOLAR RADIATION WITH SUNPATH
FOCAL REFLECTION MINIMIZE For a concaved facade, there’s a risk of focal reflection to a certain area. To quantify the risk is Complicated since it will be involves glares, thermal situations. But one solution to mitigate the risk is to add horizontal louvers to break down the reflection rays of light.
DAYLIGHT REFLECTION FROM THE CONCAVED FACADE
AREA RECEIVED DAYLIGHT REFLECTION AT A CERTAIN TIME
BASELINE ASE* = 37.4% SUMMER SR = 200 KW/M2 (ASE: ANNUAL SOLAR EXPOSURE)
Reflection Density REFLECTION DENSITY
258.9
ASE(Hours/yr > 1000 lux)
<250
>250
ANNUAL SOLAR EXPOSURE (ASE)
181.2
278.3
SOLAR RADIATION
OPTIMIZATION
ASE = 14% SUMMER SR = 170 KW/M2 ASE REDUCTION: 62.5% SUMMER SR REDUCTION: 15%
Reflection Density REFLECTION DENSITY
231.6
ASE(Hours/yr > 1000 lux)
ANNUAL SOLAR EXPOSURE (ASE)
<250
184
>250
SOLAR RADIATION
21
[FACADE OPTIMIZATION - LIGHTSHELF]
Baseline Too much daylight close to window would easily cause glare. Meanwhil, there is insufficient daylight for the deep part of the space.
Light shelf Light shelf can mitigate the inbalance light distribution of the interior, redireect light into the deeper space. OVERLAND P A R T N E R S
A R C H I T E C T S
203 E Jones Ave, Suite 104 San Antonio, Texas 78215 TEL (210) 829-7003 FAX (210) 829-0844
Structural Engineer Thornton Tomasetti 115 Wild Basin Road Suite 309 Austin, TX 78746 (512) 580-1750
VARIANCE SET-UP
Mechanical, Electrical, and Plumbing Engineer Integral Group 1711 E. Cesar Chavez Suite C Austin TX 78702 (512) 333-0875
In order to get the optimized combination for the light-shelf, I used 4 variation factor to test: height, interior extension length, exterior extension length, exterior rotation angle. By using grasshopper, all simulation results is recorded and can be pulled up for analysis layer. Landscape Architect GGN 1932 1st Ave Suite 700 Seattle WA 98101 (206) 903-6802 Civil Engineer Pape Dawson 2000 NW Loop 410 Castle Hills TX 78213 (210) 375-9000
4
Audio-Visual / Telecom / Security Name of Company Street Address City, State Zip TEL (XXX) XXX-XXXX FAX (XXX) XXX-XXXX
4
Food Service Design Name of Company Street Address City, State Zip TEL (XXX) XXX-XXXX FAX (XXX) XXX-XXXX Lighting Design Name of Company Street Address City, State Zip TEL (XXX) XXX-XXXX FAX (XXX) XXX-XXXX
LEVEL 05 68' - 0"
Fire Protection/Life Safety FPCG Fire Protection Consulting Group 339 Sandalwood Lane San Antonio TX 78216 210 858 2389
Minimum Height
0' - 6"
INTERIOR EXTENSION
EXTERIOR EXTENSION
1' - 0"
CHILLED BEAM
0' - 3"
3' - 5"
Acoustical Consultant Name of Company Street Address City, State Zip TEL (XXX) XXX-XXXX FAX (XXX) XXX-XXXX
0' - 5 21/32"
Hemisfair Office Building
0' - 6"
ANGLE 2' - 0"
CHILLED BEAM
Maximum Height
LIGHT SHELF
2' - 0"
1' - 0"
1' - 0"
0' - 3"
3' - 5"
2' - 2"
2' - 2"
LEVEL 05 68' - 0"
LIGHT SHELF
4' - 0"
Enter address here
Exterior extension
0' - 5 21/32"
4' - 0"
14' - 0"
14' - 0"
2' - 0"
Date
Description
10' - 7"
No.
HEIGHT
8' - 7"
9' - 7"
10' - 7"
Interior extension Rotation Angle
Maximum ASE
RAISED ACCESS FLOOR
LEVEL 04 54' - 0"
RAISED ACCESS FLOOR
LEVEL 04 54' - 0"
VARIATIONS
CONTROL PANEL IN GH
KEY PLAN
CHILLED BEAM DETAILS 2
CHILLED BEAM ENLARGED SECTION STUDY 2 3/4" = 1'-0"
1
CHILLED BEAM ENLARGED SECTION STUDY 1 3/4" = 1'-0"
THRESHOLD FOR COMBINATIONS This is the visualization of the results, by giving some limits, like the maximum height, maximum angle or minimum annual solar exposure(ASE) we can easily see the preferred results with some requirement.
THRESHOLD: ASE < 5%, HEIGHT = 7 FT THRESHOLD: ASE < 15%
THRESHOLD: ASE < 5%
THRESHOLD: ASE < 10%
THRESHOLD: ASE < 0%
23
1/19/2018 4:13:50 PM
RL
RM
RN
RO
RK
DIMENSIONED FLOOR PLAN - LEVELS 04-13 3/32" = 1'-0"
A
1
RJ RH RG RF
1 RE
GUEST ROOM 646
RD
GUEST BATH 647
A641
GUEST BATH 644
? ?
GUEST BATH 642
GUEST ROOM 645
GUEST ROOM 643
R1
? ?
GUEST BATH 632
RC RB
GUEST ROOM 609
TYPE 1 TYPE 2 TYPE 3 TYPE 4
GUEST BATH 618
GUEST ROOM 617
GUEST ROOM 619
TYPE 5 TYPE 6 TYPE 7 TYPE 8 TYPE 9
P A R T N E R S
4"X12" EXTRUDED COURSE SMOOTH FACE LIMESTONE 4"X12" SMOOTH FACE LIMESTONE 6"X24" POLISHED FACE LIMESTONE 40"X40" SMOOTH DECORATIVE CARVED LIMESTONE 6"X24" SMOOTH FACE LIMESTONE 9"X24" SMOOTH FACE LIMESTONE 15"X36" SMOOTH FACE LIMESTONE 18"X48" SMOOTH FACE LIMESTONE 6"X24" ROUGH FACE LIMESTONE 12"X24" ROUGH FACE LIMESTONE 18"X36" ROUGH FACE LIMESTONE 24"X48" ROUGH FACE LIMESTONE CAST STONE CORNICE
N
GUEST ROOM 613
GUEST BATH 614
GUEST BATH 612
GUEST BATH 620
GUEST ROOM 621
GUEST BATH 622
GUEST ROOM 611
GUEST BATH 610
GUEST BATH 608
GUEST BATH 624
40
GUEST ROOM 623
GUEST ROOM 625
GUEST ROOM 627
GUEST BATH 626
GUEST BATH 628
GUEST BATH 630
GUEST ROOM 629
GUEST ROOM 631
GUEST ROOM 634
GUEST ROOM 635
GUEST BATH 633
GUEST BATH 636
GUEST BATH 638 GUEST ROOM 637
SOUTHERN BALCONY 640
R3
OVER
STONE TYPES
A
203 E Jones Ave, Suite 104 San Antonio, Texas 78215 TEL (210) 829-7003 FAX (21
Structural Engineer Thornton Tomasetti 8750 North Central Expressw Dallas, Texas 75231 (972) 387-8393
Mechanical, Electrical, and Integral Group 1519 E. Cesar Chavez, Suite Austin, TX 78702 (512) 333-0875 TX REG FIRM NO F-15857 Landscape Architect Gustafson Guthrie Nichol 1932 1st Ave Suite 700 Seattle, WA 98101 (206) 903-6802
NORTHERN SUITE 615
Civil Engineer Pape-Dawson Engineers, Inc 2000 NW Loop 410 Castle Hills, TX 78213 (210) 375-9000
Fire Protection/Life Safety Fire Protection Consulting Gr 339 Sandalwood Lane San Antonio, TX 78216 (210) 858-2389
[TYPICAL FLOOR PLAN]
Retail Consultant CBRE 200 Concord Plaza Dr. #800 San Antonio, TX 78216 (210) 225-1000
2
Interior Design The Gettys Group 55 West Wacker Drive, Four Chicago, IL 60601 (312) 647-2217
AH-350 METAL FIN SHADE
Pool Level/Terrace Design Lee & Associates 8601 Ranch Road 2222 Building 1, Suite 290 Austin, TX 78730 (512) 345-8477
ROOF 187' - 0" 17' - 0"
Food Service Design Cons SSA 601 South Harbor Island Bou Tampa, FL 33602 (813) 575-6900
CURTAIN WALL SYSTEM: CLEAR GLASS, FRITTED GLASS, AND INSULATED SPANDREL INFILL PANELS 13' - 0"
LEVEL 14 170' - 0"
HPARC P3: AL STREET PRO MIXED-USE H
10' - 0"
LEVEL 13 157' - 0"
10' - 0"
LEVEL 12 147' - 0"
10' - 0"
LEVEL 11 137' - 0" No.
LEVEL 10 127' - 0"
10' - 0" 10' - 0" 10' - 0" 10' - 0" 5' - 0"
LEVEL 08 107' - 0"
LEVEL 07 97' - 0"
LEVEL 06 87' - 0"
GENERAL NOTES
LEVEL 05 77' - 0"
LEVEL 04 67' - 0" MECH 62' - 0"
18' - 0"
STONE CLADDING
LEVEL 09 117' - 0" 1. DIMENSIONS SHOWN ON THIS SHEET ARE TYPICAL AND SHALL BE USED UNLESS SHOWN OTHERWISE IN THE CONTRACT DOCUMENTS.
CHANNEL GLASS CLADDING
2. REFER TO LS-SERIES DRAWINGS FOR CODE SUMMARY AND THE PROJECT MANUAL FOR CODE ANALYSIS.
10' - 0"
10' - 0"
G
CURTAIN WALL SYSTEM: CLEAR GLASS PANELS
EXTERIOR EL EAST
LEVEL 03 44' - 0"
PARK LEVEL 5' - 0"
20' - 0" 19' - 0"
A R C H I T E C T S
LEVEL 01 MEZZANINE 12' - 6"
OVERLAND
LEVEL 02 24' - 0"
P A R T N E R S
203 E Jones Ave, Suite 104 San Antonio, Texas 78215 TEL (210) 829-7003 FAX (210) 829-0844
Structural Engineer Thornton Tomasetti 8750 North Central Expressway, Suite 700 Dallas, Texas 75231 (972) 387-8393
Mechanical, Electrical, and Plumbing Engineer Integral Group 1519 E. Cesar Chavez, Suite 100 Austin, TX 78702 (512) 333-0875 TX REG FIRM NO F-15857
Landscape Architect Gustafson Guthrie Nichol 1932 1st Ave Suite 700 Seattle, WA 98101 (206) 903-6802
Civil Engineer Pape-Dawson Engineers, Inc. 2000 NW Loop 410 Castle Hills, TX 78213 (210) 375-9000
Fire Protection/Life Safety Fire Protection Consulting Group 339 Sandalwood Lane San Antonio, TX 78216 (210) 858-2389
Retail Consultant CBRE 200 Concord Plaza Dr. #800 San Antonio, TX 78216 (210) 225-1000
Interior Design The Gettys Group 55 West Wacker Drive, Fourth Floor Chicago, IL 60601 (312) 647-2217
Pool Level/Terrace Design Lee & Associates 8601 Ranch Road 2222 Building 1, Suite 290 Austin, TX 78730 (512) 345-8477
Food Service Design Consultant SSA 601 South Harbor Island Boulevard, Suite 211 Tampa, FL 33602 (813) 575-6900
Description
HPARC P3: ALAMO STREET PROJECT MIXED-USE HOTEL
Date
EAST ELEVATION 3/32" = 1'-0"
No.
1
N
1702.1
January 19th, 2018
[SOUTH ELEVATION]
DIMENSIONED FLOOR PLAN - LEVEL 04 - 13
PRELIMINARY Not for regulatory approval, permit or construction.
Project number
Date
AH-143
STEEL STOREFRONT WINDOW SYSTEM
Date
PRELIMINARY Not for regulat approval, perm construction.
Project number Date
A
25
05CENTRAL ATTRACTION
A NEW WAY TO INCREASE URBAN ASSET IN NEW YORK High Rise Studio ARCH 703, 2014 Fall, Ali Rahim
The towerâ&#x20AC;&#x2122;s asset is derived from the concept of Central Park. Not only is Central Park a valuable public amenity, but it adds extreme value to the real estate that surrounds it. Normally, high rises have an outward focus with regard to view, where they are more or less profitable based on their adjacencies in terms of view out.
LOOKING UP THROUGH THE BUILDING ENTRACE LEFT PAGE: DETAIL OF THE MIDDLE PART OF THE TOWER
29
[SECTION]
[ELEVATION]
WEâ&#x20AC;&#x2122;LL SAY THERE ARE 500,000 PEOPLE WITH APARTMENTS THAT LOOK OUT AT CENTRAL PARK. IF WE GROW VERTICALLY WITH THE PARK, ALL OF A SUDDEN YOU HAVE A MILLION RESIDENCES IN THE CITY WITH A VIEW OF CENTRAL PARK. MARK GAGE
31
33
06CLINAMEN
RELIGIOUS SPACE FROM FOURTH DIMENSION Parameterize Studio ARCH 704, 2015 Spring, Cecil Balmond, Ezio Blasetti
The meaning of movement, going up and down could relate to the experience of visitors. When going up, with body rising, you are closer to the sky, to a spiritual world, to the religion. When going down, with body closer to the land, to material world, to the secular world.
logy, a loccaly may ruc-
[FIBER BUNDLE]
2D MANUFOLD
[Fiber]
[Fiber]
[Trace]
[Trace]
3D MANUFOLD
These three products share the idea of tracing the fiber while twisting. The first one is mobius strip, and the second and third is the result of the hopf fibration.
[Total Space]
RxS1
[Total Space]
RxR RxS1
(A)FOUR COORDINATES P(X,Y,Z,W)
z2
x +y +z +w =1 2
SxR
2
2
2
(A)FOUR COORDINATES
(B) TWO COMPLEX NUMBER
F FIBRATION]
p(z1,z2) bration is a kind of projection [HOPF FIBRATION] z1Hopf =x+y*i -sphere to 2-sphere space. fibration is a kind of projection 3-sphere to 2-sphere space. =z+w*i z2from d also be considered as a mapIt2could2also be considered as a map4D MANUFOLD stem to relate the 4D space to PROJECTION +zsystem =1 to relate the 4D space to z1ping 2 [Fiber] [Trace] [Total Space] ce. 3D space. What is special for this projection is s special for(A)FOUR this projection is COORDINATES [COMPLEX PROJECTIVE LINE] he idea that every hopf circle is interlocked ting. ery hopf circle is interlocked each other but never intersect(A)FOUR COORDINATES P(X,Y,Z,W) =k*z z2with and the ed. This1prosperity also applies to the ach P(X,Y,Z,W) of theother but never2 intersect2 2 2 hopf torus. 2 2 2 2 x +y +z +w =1 k=a+bi s prosperity also x +y +z +w =1 RxS1applies to the orus. TWO COMPLEX NUMBER [HOPF (B) FIBRATION EQUATION] (B) TWO COMPLEX NUMBER [HOPF FIBRATION]
Hopf fibration ,z ) is a kind of projection p(z 1 2 from 3-sphere to 2-sphere space. zIt1could =x+y*i also be considered as a mapping system to relate the 4D space to =z+w*i z3D 2 space. RxS1 2 +zis22special =1 for this projection is zWhat 1
that every hopf circle is interlocked with each other but never intersect[COMPLEX PROJECTIVE ed. This prosperity also appliesLINE] to the hopf torus.
z2=k*z1
S1xS1 k=a+bi
[HOPF FIBRATION EQUATION] ERENT TRACE]
2 = 1/(1+a2+b2) x2+yother trying different trace = ax-by circle, the resultszstill keep the ty that interlockedwbut not in= ax+by with each other. [DIFFERENT TRACE] Hopf fibration gives us a When trying different trace other to relate the 2D trace with the results still keep the than a circle, ce by a projectionproperty in 4D that interlocked but not in-
z1
(B) TWO COMPLEX NUMBER
z1
p(z1,z2) z1=x+y*i z2=z+w*i z12+z22=1 [COMPLEX PROJECTIVE LINE] z2
p(z1,z2) 2 +b2) x2+y2 = 1/(1+a z1=x+y*i z = ax-by z2=z+w*i z12+z22=1 w = ax+by
z2=k*z1
k=a+bi
z2 z2
[HOPF FIBRATION EQUATION] 2 +b2) x2+yz2 == 1/(1+a k*z1 2 zz1 = ax-by w = ax+by
z2
z2= k*z1
z1
z1
z1
[COMPLEX PROJECTIVE LINE] z2=k*z1
[DIFFERENT TRACE] k=a+bi
[Fiber&Trace]
When trying different traceEQUATION] other [HOPF FIBRATION than a circle, the results still keep the 2 2 2 2 z2 = 1/(1+a x +y property that interlocked but+b not) inz =each ax-by tersect with other. So the Hopf gives us a wfibration = ax+by z2= k*z 1 [Fiber&Trace] [Wireframe] system to relate the 2D trace with 3D space by a projection in 4D space.
tersect with each other. So the Hopf fibration gives us a system to relate the 2D trace with 3D space by a projection in 4D space. [Fiber&Trace] [Wireframe]
[SECTION]
z2
S1xS1 P(X,Y,Z,W) x2+y2+z2+w2=1
[Render]
[Wireframe]
[Wireframe]
z2= k*z1
[Render]
z1
[Fiber&Trace]
z2
[Render]
z1
[Render]
37
39
[Cymatic]
Cymatics
Algorithm Research 2014 Fall, Professor Cecil Balmond
description: We started with defining a matrix and several control points. The inteference forces of cymatic waves reveal a morphology.The matrix is disrupted by the wave pulses of various frequencies and amptitudes.The inteference is interpreted using a series of scripts: firstly defining the distance between wave source and the matrix points, then distributing the matrix points by the sine or cosine functions. The patterns would be more complexed when different wave functions add in.
#.0
#.Sin
#.Sin
#.Sin
#.Sin
#.Sin
#.Sin+Sec
#.Sin+Sec
#.Sin+Sec
#.Sin+Cos+Tan+Sec
#.Sin+Cos+Tan+Sec
#.Sin+Cos+Tan+Sec
index description:
catalog title:
A
A #.Sin
y
y
y
y
#.Cos
#.Tan
#.0
#.Sec
Cymatics
description:
#.0
#.Sin
#.Sin
#.Sin
Sin_freq: 15.0 Sin_amp: 0.25 Cos_freq: 7.5 Cos_amp: 0.15
#.1_1 sine point_2 cos point #.Sin+Sec
Sin_freq: 15.0 Sin_amp: 0.25 Cos_freq: 8 Cos_amp: 0.2
#.Sin+Cos+Tan+Sec #.2_1 sine point_2 cos point
We started with defining a matrix #.Sin and several control points. The inteference forces of cymatic waves reveal a morphology.The matrix is disrupted by the wave pulses of various frequencies and amptitudes.The inteference is interpreted using a series of scripts: firstly defining the distance between wave source and the matrix points, then distributing the matrix points by the sine or cosine functions. The patterns would be more complexed when different wave functions add in.
#.Sin
Sin_freq: 15.0 Sin_amp: 0.25 Cos_freq: 7.5 Cos_amp: 0.15
#.3d-point #.Sin+Sec
Sin_freq: 15.0 Sin_amp: 0.25 Cos_freq: 8 Cos_amp: 0.2
#.Sin+Cos+Tan+Sec #.3d-point
Sin_freq: 15.0 Sin_amp: 0.25 Cos_freq: 7.5 Cos_amp: 0.15
#.3d-mesh #.Sin+Sec
Sin_freq: 15.0 Sin_amp: 0.25 Cos_freq: 8 Cos_amp: 0.2
#.Sin+Cos+Tan+Sec #.3d-mesh
index description:
catalog title:
A
A #.3_2 sine point_2 cos point #.Sin
y
y
y
y
#.Cos
Sin_freq: 6.0 Sin_amp: 0.08 Cos_freq: 15.0 Cos_amp: 0.08
#.3d-point
#.Tan
Sin_freq: 6.0 Sin_amp: 0.08 Cos_freq: 15.0 Cos_amp: 0.08
#.3d-mesh
#.Sec
Sin_freq: 6.0 Sin_amp: 0.08 Cos_freq: 15.0 Cos_amp: 0.08
#.0
PennDesign Arch 743 Form & Algorithm Fall 2014, instructors: Cecil Blamond, Ezio Blasetti
#.Sin+Cos+Tan+Sec
design team: Chuanzhang Li, Jianan Zhang, Qinheng Zhang, Tong Qi, Tong Zhang, Kunyu Zhu
#.Sin+Cos+Tan+Sec
catalog title:
PennDesign Arch 743 Form & Algorithm Fall 2014, instructors: Cecil Blamond, Ezio Blasetti
#.Sin+Cos+Tan+Sec
index description:
design team: Chuanzhang Li, Jianan Zhang, Qinheng Zhang, Tong Qi, Tong Zhang, Kunyu Zhu
41
07SUSTAINABLE DESIGN
AINABILITY LIBRARY S01
SECTION 1: DESIGN PROCESS
INTEGRATED DESIGN PROCESS
integrated design process is more efficient and higher chance to create high-performance building. The flow S02An S03 chart below shows the intention to integrate sustainable strategies into design phases and where should we pay attention to in each phase.
ESIGN PROCESS
e flow chart below shows our intention to integrate sustainable strategies into design phases and here should we pay attention to in each phase.
ORIENTATION
ENERGY
MASSING
PASSIVE SYSTEMS AVAILABLE NATURAL RESOURCE
SITE
DAYLIGHT
WIN TO WALL RATIO PROGRAM
CLIMATE ANALYSIS
NATIVE LANDSCAPE
A S
MAJOR VIEWS
FENESTRATION
O
MASSING PASSIVE STRATEGIES
SHADING STRATEGIES FLOOR-CEILLING
IN
W M S
BUILDING FORM WATER FLOW THROUGH SITE
WATER
V
WATER FLOW THROUGH BUILDING
MATERIAL
T A C B E
HUMAN SCALE
SCHEMATIC
CONCEPT
OCCUPANT
SYSTEM INSTALLATION & SCHEDULES
NDOOR SPACE DAYLIT
WATER SYSTEM MATERIAL SELECTION
TREE PROTECTION
SYSTEM INTEGRATION ENVELOPE ASSEMBLIES
SYSTEM INSTALLATION & SCHEDULES
LIGHTING LOADS
POLLUTION PREVENTION
PLUG LOADS
VISUAL COMFORT
OCCUPANT SATISFACTION SURVEY
WASTE MANAGEMENT
CONSTRUCTION DOCUMENT
DESIGN DEVELOPMENT
THERMAL COMFORT ACOUSTICAL COMFORT BIOPHILIA ERGONOMICS
ON-SITE MEASUREMENT USAGE MONITORING AIR QUALITY TESTING
CONSTRUCTION ADMINISTRATION
OUTDOOR COMFORT
OCCUPANT FEEDBACK ACTIVE SYSTEM OPTIMIZATION
POST-OCCUPANCY EVALUATION
ACTIVE SYSTEM DESIGN
ENERGY MONITORING
43
[STRATEGY DIAGRAM]
SECTION 2: STRATEGIES
Indoor potable water use
Indoor recycle water use
LOW-FLOW FIXTURES Reduce potable water demand
RAIN
$$$
$$$
DUAL FLUSH TOILETS Reduce water consumption with flush options
GREY
CONTENTS
RAINWATER HARVESTING
Blackwater Treatment GREYWATER INDOOR USE Use filtered greywater for indoor use like flushing toilet
$$$
$$$
$$$
RAINWATER INDOOR USE Use filtered rainwater for indoor use like flushing toilet
$$$$
COMPOSTING TOILET Use an aerobic processing to treat human excreta, usually use little to no water
WATER RUNOFF
$$$
CONSTRUCTED WETLAND Engineered systems that use natural functions to treat waste water, also contribute to landscape
WASTE HEAT RECOVERY An energy recovery heat exchanger that recovers heat from hot streams with potential high energy content,
RECYCLED WATER GREY WATER
RAINWATER CISTERN
FILTER
GREYWATER CISTERN
BLACK WATER
UV FILTER
CONSTRUCTED WETLAND
FILTER LEACHING FIELD
IRRIGATION RIVER
Rainwater
Water Runoff
RAINWATER IRRIGATION Use rainwater to irrigate roof garden $$$
STORMWATER MANAGEMENT Use rainwater to irrigate roof garden $$$
[INTEGRATED WATER STRATEGIES]
Ourdoor irrigation GREY
$$$
LOW MAINTENANCE LANDSCAPE Use of native plantings and reduce need for irrigation
GREYWATER IRRIGATION Greywater recycling for landscape irrigation $$$
ERGONOMIC
ACOUSTIC MATERIAL High performance acoustic material helps improve indoor comfort
INTERIOR AIR QUALITY HEALTH
WELL-BEING
ABUNDANT DAYLIGHT Design for 55% Daylight Autonomy to reduce energy use and visually comfort
QUALITY VIEW To give building occupants a connection to the natural outdoor environment
PRODUCTIVITY/ FOCUS
ACOUSTIC COMFORT
ACOUSTIC DESIGN More productive and happy when people are not distracted by noises
NATURAL VENTILATION Operable windows can provide more fresh air without fans, and make connection with nature
THERMAL COMFORT
HVAC SYSTEM
THERMAL CONTROLS Provide occupants control to increase their comfort level
ACOUSTIC
VISUAL COMFORT
OCCUPANT COMFORT
GLARE CONTROL To reduce visual discomfort as well as cooling loads
DAYLIGHT
DAYLIGHTING
MATERIAL
LOW EMITTING MATERIAL Reduce the risk for occupants health
SPACE
MOVEMENT ENCOURAGEMENT Create more activity spaces, ‘irresistible stairs’ to encourage activities
ENERGY RECOVERY Reduce operation energy 30-40%, space saving and reduce cross-contamination
[OCCCUPANT COMFORT STRATEGIES]
45
[PARAMETRIC TOOLS - CLIMATE ANALYSIS] THE OVERLAND PARAMETRIC TOOLS
CLIMATE ANALYSIS Climate Analysis Tool
Interface at Rhino Interface
TOOL
The seasonal climate analysis, comfort The seasonal climate analysis, comfort sunrose, psychometric chart, range, range, sunpath, psychometric chart, passive vs. active strategy analysis, and passive vs. active strategy analysis, passive strategies index are the and passive strategies index aregraphic the tools we use to gain a better understanding graphic tools we use to gain a better of our site. understanding of our site.
The Climate Analysis tool script The Climate Analysis tool is is aascript from from grasshopper that simplified the of grasshopper that simplified the reading readingcomplicated of complicated data through data through visually attractive visuallygraphics. attractive graphics. Designers Designers can choose what graph can choose what graph to be created to be created and they are all vector graph and they are graphinwhich which canall be vector easily modified AI or ID. can be easily modified in Illustrator or InDesign. Templates:
GENERATE BUTTON
Q:\Sustainability\LIBRARY\Site\0. Climate Information\Climate graphics
Basic climate information Outputs Back-end 101
101
93
93
85
85
77
77
69
69
60
60
52
52
100.0 90.0 80.0 70.0 60.0
44
44
50.0
36
36
30.0
28
28
40.0
20
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Temperature, (F)
20
20.0 10.0
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
0.0
Dec
Temperature/Rel Humidity
3.5 3.0 100.0
2.5
90.0 80.0
2.0
70.0 60.0
1.5
50.0 40.0
1.0
30.0 20.0
0.5
10.0 0.0
Jan
Feb
Mar
Total Sky Cover (%)
28
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
0
Jan
Feb
Precipitation (in)
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Seasonal wind wheel and radiation map Output Seasonal wind wheel and radiation map
Outputs Seasonal wind wheel and radiation map Outputs
330
340
350 N
10
20
30
320 310
330
290 280
340
350 N
10
20
320
50
W 300 330
290 260
340
350 N
10
20
60 30
320
290 230 260
W 240
200
190
S
170
160
W 300
210
240
Spring
200
190
S
170
120.00 300.00 480.00
290 230 260
60.00 240.00 420.00
280 250
0.00 180.00 360.00
120 E 100
230
130 220 210
Spring
200
190
S
170
140 160
20
360.00 540.00
W 300
300.00 480.00 kWh/m2
190
S
170
210
120.00 300.00 480.00
290 230 260
60.00 240.00 420.00
280 250
190
S
170
160
0.00 180.00 360.00
120 E 100
130 220 210
140
Summer
200
Spring
190
S
170
160
200
190
S
170
A - Comfort
21.6% 7.0%
D - Sun Natural Ventilation Cooling B shading of windows
16.1% 22.6%
E - Dehumidification C Internal heat gainonly
9.6% 21.6%
D - Natural Ventilation Cooling
110 kJ/kg 0.03 90%
80%
70%
60%
50%
40%
80%
70%
60%
50%
40%
110 kJ/kg
16.1%
0.03 90%
90 kJ/kg
0.025
Humidity Ratio
30%
220 210
200
0.025
Humidity Ratio
0.02
Fall
190
S
140 170
100 110
150
Fall
190
S
160
170
120 E
210
Winter
200
190
S
170
140 160
100 110
150
120
230
130 220 210
0.00
Winter
200
190
S
170
140 160
150
120.00 300.00 480.00 60.00 240.00 420.00 0.00 180.00 360.00 120.00 300.00 60.00 240.00 0.00 180.00 120.00 60.00 0.00
Winter
20%
0.015
101.00<= 90.90 80.80
10%
Hours 70.70
40 kJ/kg
20 kJ/kg
Jan
Feb
Mar
Apr
May
Jun
Jul
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Aug
Sep
Oct
Nov
Dec
Cooling degree day
Heating degree day Feb
Mar
Heating degree day Hours
0.01
0.01 0.005 10 kJ/kg
200 600
Jan 60 kJ/kg
50 kJ/kg
30 kJ/kg
101.00<= 60.60 90.90 50.50
Apr
May
Cooling degree day
HEATING DEGREE DAYS
COOLING DEGREE DAYS
TOTOAL NUMBER OF DEGREES BELOW
TOTOAL NUMBER OF DEGREES ABOVE
65째 F
ANNUALY
70째 F
ANNUALY
HEATING DEGREE DAYS
COOLING DEGREE DAYS
TOTOAL NUMBER OF DEGREES BELOW
TOTOAL NUMBER OF DEGREES ABOVE
65째 F
ANNUALY
70째 F
ANNUALY
80.80 40.40 10%
70.70 30.30
0 kJ/kg 20 kJ/kg
60.60 20.20
0.005
50.50 10.10
10 kJ/kg 41
50
59
68
77
86
95
104
113
122
Dry Bulb Temperature
40.40 <=0.00 30.30
0 kJ/kg
Psychrometric Chart
5500
LONG WINTER
1832
20.20
-10 kJ/kg
10.10 32
S
80 110
150
0.015
50 kJ/kg
40 kJ/kg
23
190
160
130
240
60.00
150
200
220
250
120.00
140 170
140 210
230
260
60.00 240.00
240.00 420.00 600.00 180.00 360.00 540.00
130 70 100 220
300.00 480.00 kWh/m2
80 110 60 E 120
50
W 240
0.00 180.00
120
70 100
40
MONTHLY HDD & CDD
400
30 kJ/kg
41
50
59
68
77
86
95
104
113
122
<=0.00
Dry Bulb Temperature
Psychrometric Chart
5500 2000
12 AM
1527
6 PM
12 PM
2000
12 AM 6 AM
Feb
160
360.00 540.00
600
200 0.02 20%
70 kJ/kg
Jan
280 250
130
200
80 kJ/kg
60 kJ/kg
COMFORTABLE ZONE
6 PM 12 AM
290 230 260
60.00 240.00 420.00
420.00 600.00
E
60 30
400
30%
70 kJ/kg
COMFORTABLE ZONE
14
120.00 300.00 480.00
120.00 300.00
20
80 kJ/kg
90 kJ/kg
5
280 250 310 W 300 240
130
10
480.00 kWh/m2
80
100 kJ/kg
TYPICAL HOT HUMID SUMMER
-4
240.00 420.00 600.00 180.00 360.00 540.00
0.00 180.00 360.00
350 N
340
320
80 110
120 E
230
50
330
290 260
70
40
100 kJ/kg
TYPICAL 9.6% HOT HUMID SUMMER
32
W 300
600.00 540.00
60 30
San Antonio has a balanced heating and cooling demand. Summer in San Antonio is hot and humid which makes shading design important. Good SUMMARY natural ventilation can also reduce or eliminate air conditioning in warm San Antonio has a balanced heating and and oriented cooling demand. Summer in San weather, if window are well shaded to prevailing breezes. Antonio is hot and humid which makes shading design important. Good natural ventilation can also reduce or eliminate air conditioning in warm MONTHLY HDD & CDD weather, if window are well shaded and oriented to prevailing breezes.
22.6%
C - Comfort Internal heat gain A
23
360.00 540.00
80 110
20
310
60 E 120
150
10
320
E
300.00 480.00 kWh/m2
350 N
340
Fall
7.0%
B - Sun shading of windows Percentage of time strategy is effected (%)
14
160
290 280
kWh/m2 50
330
420.00 600.00
70 100
30
SUMMARY
DESIGN STRATEGIES
5
60 30
20
40
300
480.00 kWh/m2
80
130 70 100
210
Percentage of time strategy is effected (%)
-4
20
140 210
220
0.00
DESIGN STRATEGIES
-10 kJ/kg
10
50
Summer
E - Dehumidification only
350 N
230
60.00
150
340
40
240
120.00
70
10
310
540.00
60 30
220
250
0.00 180.00
120
230
260
60.00 240.00
110
150
20
350 N
340
320
600.00
50
W 240
120.00 300.00
10
320
280 250 310 W 300 240
140
Summer
200
290 260
240.00 420.00 600.00
80 110
350 N
330
kWh/m2
40
330
180.00 360.00 540.00
150
340
310
80 110
130 220
0.00
E
130 70 100
160
30
320
280
60 E 120
140 200
290
420.00 600.00
70 100
20
50
330
80 60
30 50
210
60.00
150
10
40
240
120.00
350 N
220
250
0.00 180.00
120
340
10
40
300
480.00 kWh/m2
70
350 N
310
540.00
60 30
230
260
60.00 240.00
110
150
20
50
W 240
120.00 300.00
10
320
280 250 310
140 160
290 260
W 300 240
80 110
350 N
340
320
600.00
40
330
240.00 420.00 600.00
130 220
250
360.00 540.00
180.00 360.00 540.00
150
230
260
E
300.00 480.00 kWh/m2
340
330
kWh/m2
310
80 110
140 210
30
320
280
130 70 100 220
280 250
290
420.00 600.00
60 E 120
50
20
50
330
80
70 100
40
280 250 310 W 300 240
10
40
300
480.00 kWh/m2
70
40
310
350 N
310
540.00
60 30
340
320
600.00
50
300
330
kWh/m2
40
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Comfort Chart
Comfortable Hours
1527
LONG WINTER
1500
MILD WINTER
1500
1832
HOT SUMM ER
HOT SUMM ER
MILD WINTER
12 PM
6 AM
12 AM
Jan
Feb
Comfort Chart
Comfortable Hours
47
29
[VISUALIZATION OF ANNUAL TEMPERATURE]
San Antonio Hourly Temperature 2015
San Antonio Hourly Temperature 2016
[Energy Generation and Consumption Visualization]
49
1.2
[INTERNSHIP -- AEDAS] [Project] [Contribution]
Renewal of A Commercial Complex, Chongqing, China Site analysis, Plaza design, facade design
重庆龙湖北城天街商业改造项目
[View of Plaza]
North Paradise Walk Renovation, Longfor, Chongqing
三大节点再造 - 中心广场 node-renoVAtIon
[Night View]
Facade Detail]
2.2.1
整体形象提升 - 沿北城天街立面 ImAgery-ImproVIng
局部墙身放 Wall D
[INTERNSHIP -- AEDAS] [Project] [Contribution]
Guangfu A4 Commercial Complex Design, Kunming, China facade design, construction detail
[View of The Entrance]
裙房幕墙构造 - 正面延展面 PODIUM FACADE CONSTRUCTION - Front Panel Extension
6.3
[Elevation]
51
[INTERNSHIP -- CAP] [Project] [Contribution]
Master Plan, Yiwu, China landscape, road system design, building prototype research
300 x 600mm (4 total) 600 x 600mm (8 total)
1200 x 1200mm (84 total) 300 x 1200mm (16 total)
N 0
1
2
5
[INTERNSHIP -- CAP] [Project] [Contribution]
Master Plan, Yiwu, China landscape, road system design, building prototype research
TOWER TYPOLOGY
53
Tel: 267-408-5170 E-mail: qinheng.zhang90@gmail.com