karina argüello ARCHITECTURE PORTFOLIO professional work
karina argüello architect & designer
experience
contact
Kenny & Khan Architects pc • New York, NY Junior Architect | July 2019 - December 2019
+ 1 305-799-2778
William Rawn Associates, Architects, Inc. • Boston, MA Architectural Designer | June 2018 - December 2018
7 Peter Cooper Road
BDF & Grupo ASSA • Managua, Nicaragua Architectural Intern | June 2017
10010
William Rawn Associates, Architects, Inc. • Boston, MA Model Maker & Designer | July 2016 - December 2016
karinaarguello12@gmail.com New York, NY
skills
Kelton Villavicencio Arquitectos • Managua, Nicaragua Architectural Intern | June 2015 - August 2015
AutoCAD
SILICO S.A • Managua, Nicaragua Summer Intern | June 2014 - August 2014
Rhinoceros
Revit Sketch Up Illustrator
education
InDesign
Northeastern University Boston, MA | 2014 - 2019
Enscape
Bachelor of Science in Architecture Business Administration & Urban Studies minors
Humboldt University Berlin, Germany | January - May 2017 IES Study Abroad Courses Specialized in Sustainability
Photoshop Maxwell V-Ray BlueBeam Microsoft Office 3D Printing Lasercutting
Columbia University New York, NY | June 2013
Intro to Architecture Design and Theory
American Nicaraguan School Managua, Nicaragua | 2000 - 2014 High School Diploma
languages Spanish • English
3
3
kenny&khan architects
±11 1/4"
New York, NY.
± 11'-2" (VIF)
Junior Architect 2019
±7 5/8"
4 A302
± 8'-10 1/2" AFF (VIF)
ALIGN
VIF
± 1'-0"
BACKER ROD AND SEALANT
1/8"
x
5/8"
CONT 20 GA MIN. J-TRIM 1/4"
MOUNTING CLIPS AND FASTENERS PROVIDED AND SEE EXTERIOR ELE DESIGNED BY LOUVER POSITION LOUVERS TO EXISTING MANUFACTURER ANODIZED ALUMINUM BIRD
6"
3
LOUVER DETAIL - JAMBSCREEN 3" = 1'-0"
MOUNTING CLIPS AND FASTENERS PROVIDED AND DESIGNED BY LOUVER MANUFACTURER
±11 1/4"
BACKER ROD AND SEALANT
1/2"
± 11'-2" (VIF)
x
FILL CAVITY W/ SEMI-RIGID MINERAL WOOL INSULATION BOARD CUT TO FIT
1/2"
STATIONED METAL LOUVER SEE SPECIFICATION SECTION 10214
4 x
VIF
TYPICAL PIPE PENETRATION DETAIL (ABOVE GRADE) 1 1/2" = 1'-0"
CONT BLOCKING
1/4"
1
1"
STEEL LINTELS SEE STRUCT. DWGS NOTE 1: THIS DETAIL APPLIES TOSET ALLINPENETRATIONS IN THE DRIP EDGE FLASHING EXTERIOR WALL - REFER TO SEALANT MEP DWGS FOR PIPE/CONDUIT SEE DETAIL 'A' PENETRATION LOCATIONS
EXIST STEEL BEAM
6"
BRICK/CMU
5/8" MR GWB
1/8"
PAINT W/ POTASSIUM SILICATE COATING - COLOR TO MATCH EXIST INTERIOR FURRING EXTERIOR WALL COPPER FABRIC FLASHING SETPLANS IN SEE FLOOR SEALANT BRICK/CMU
SEALANT - TYPE 1C
3 5/8"
6 7/8"
3 5/8"
3 5/8" METAL STUDS W/ BATT INSULATION
2"
1/2"
PROVIDE CONCRETE CMU TO MATCH EXIST
SCHEDULES PARTITION
1/2"
1"
± 7 5/8"
1/4"
VARIES SEE NOTE 1
1"
2" SEMI-RIGID MINERAL WOOL INSULATION BOARD
EXIST EXTERIOR CMU WALL
1/2"
FILL SOLID W/ MORTAR
5/8"
PROVIDE SOLID MORTARED INT COLLAR JOINT
EXT
PRECOMPRESSED POLYURETHANE FOAM BACKERSEAL (GREYFLEX) BY EMSEAL 1/4"
1/2"
EXIST CMU
BOND BREAKER TAPE POLYPROPYLENE W/ PRESSURE SENSITIVE ADHESIVE (3M TAPE 8891)
± 7'-10 1/2" AFF 1/4"
(VIF) BACKER ROD & SEALANT ALL SIDES
1/2"
EXIST CMU
26 GA STAINLESS STEEL DRIP EDGE W/ HEMMED EDGE AND 1/2" BACK BEND.
±7 5/8"
3"
PROVIDE SOLID MORTARED COLLAR JOINT
2" SEMI-RIGID MINERAL WOOL INSULATION BOARD
2 PROVIDE CONCRETE CMU TO MATCH EXIST
4
LOUVER DETAIL - HEAD AND SILL 3" = 1'-0"
DETAIL 'A'
5/8" MR GWB
3 5/8"
PAINT W/ POTASSIUM SILICATE COATING - COLOR TO MATCH EXIST
EXIST STEEL BEAM
K E N N Y& K H A N A R CFLASHING H I T ESETCINT S • A R G Ü E L L O COPPER FABRIC SEALANT
45°
6 7/8" SCHEDULED PARTITION
3 5/8" METAL STUDS W/ BATT INSULATION
4
4
LOUVER DETAIL A & B 6" = 1'-0"
1/ 2"
3/ 4"
EXIST CMU
KEYNOTES CONT. 1
SAMPLE SAMPLE SAMPLE
2
SAMPLE SAMPLE SAMPLE
3
SAMPLE SAMPLE SAMPLE
GENERAL NOTES 1. 2.
ps 2Q field survey
President & CEO Lorraine Grillo
SAMPLE SAMPLE SAMPLE SAMPLE SAMPLE SAMPLE
Queens, NY
Board of Trustees
Chancellor Richard A. Carranza, Chairman Peter McCree Emily A. Youssouf
Architecture & Engineering
EXISTING GRADE 1 CLASSROOM 227
EXISTING SPECIAL EDUCATION TEACHER SUPRT SERV 231B
EXISTING GUIDANCE OFFICE 231A
EXISTING GRADE 3 CLASSROOM 229
Dominick DeAngelis, AIA, Vice President Elan R. Abneri, P.E., Senior Director, Design Consultant Management María A. Gómez, P.E., LEED A.P., Senior Director, A&E In-House Design George D. Roussey, P.E., LEED A.P., Senior Director, Technical Standards Stacey Spann-Thom, Director, Operations Support
EXIST. STAIR D
Architect:
kenny & khan architects pc
1123 Broadway, Suite 513, New York, NY 10010 (t) 212-206-0722
DN
MEP Engineer:
Lilker
1001 Avenue of the Americas, 9th Floor, New York, NY 10018 (t) 212-695-1000
EXIST. TLT
Sustainability Consultant:
Vidaris, Inc.
GYMNASIUM BELOW EXIST. STAIR B
EXIST.
CL EXIST. ASST PRIN OFFICE EXIST. 223
EXIST. TLT
A D
CL
A201
EXIST.CORRIDOR
C
EXIST. GRADE 1 CLASSROOM 219
B
EXIST GRADE 2 CLASSROOM 230
360 Park Avenue South, 15th Floor, New York, NY 10010 (t) 212-689-5389
EXIST. JC
NOTE: Drawing may be printed at reduced scale
EXIST. FAN ROOM
EXIST. FAN ROOM 232
1 A062
CL
CL
ARCHITECT’S DWGS: IT IS A VIOLATION OF THE STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER PART 69 FOR ANY PERSON TO ALTER AN ITEM IN ANY WAY UNLESS SUCH PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ARCHITECT, AND THE ARCHITECT STAMPS SUCH CHANGES ENGINEER’S DWGS: IT IS A VIOLATION OF THE STATE EDUCATION LAW SECTION 7209 (2) FOR ANY PERSON TO ALTER AN ITEM IN ANY WAY UNLESS SUCH PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, AND THE ENGINEER STAMPS SUCH CHANGES
No.
EXISTING LIBRARY 220
carbon neutral classroom conversion
Consultants:
EXIST. STAIR C
Date TBD
Revision SCOPE REPORT
EXISTING PICTURE RAIL
1 A102A
Key Plan:
N
EXISTING GRADE 1 CLASSROOM 217
±1'-6"
Block No. 971
EXISTING READING RESO 216
DREW TYSON, RA
DF
SARAH SAWIRIS
Drawn by:
ROLANDO KENNY, RA
Checked by:
EX. STF TLT
LLW No.:
Facility Code:
TBD
EXISTING TELEPHONE BOX
Date:
Q002
Issue Date
CL
CL
Project:
Address:
75-10 21ST AVENUE, QUEENS NY 11370
±2'-2"
±2'-2"
±2'-2"
±2'-2"
±2'-2"
±2'-0 7/8"
±11 1/2"
Drawing No.:
A102.00
±4"
Sheets in Contract Set:
±3'-4"
±2'-2"
±1'-5"
FLOOR PLAN - SECOND FLOOR 3/32" = 1'-0"
of XXX
±1'-6 3/8"
±15'-6 3/8"
A
EAST ELEVATION 3/8" = 1'-0"
B
CL
CL
CL
CL
SO 3/8
CL
9"
EXISTING TACKBOARD
±3'-0 3/4"
±3'-0 3/4"
±4"
±3'-11 1/2"
2'-1 1/8"
C
3'-4 5/8"
±4 1/2
±1'-10 1/
±5'-3" ±1'-5"
3'-4 5/8"
±7 1/4"
8'-1 3/8" ±10 1/2"
±4'-6"
8'-1 3/8"
T
±2'-6 1/4"
±2'-6 1/4"
±7'-2 3/4"
±3 3/8"
±3'-11 1/2"
±12'-0"
EXISTING TACKBOARD
1'-2"
2"
1 3/4"
1 3/4"
1'-2"
9"
2 1/2"
9"
1'-2"
EXISTING PICTURE RAIL
±2'-4 1/2"
1
±4 1/2"
of XXX
Sheets in DOB Set:
EXISTING BASE
Drawing Title:
FLOOR PLAN - SECOND FLOOR
±4 1/2"
EXISTING GRADE 2/3 CLASSROOM 205
PS2Q ROOM CONVERSION RESO A CARBON NEUTRAL CLASSROOM
FOOTPRINT OF BUILDING ADDITION UNDER CONSTRUCTION
±9'-8"
EXISTING KINDERGARTEN 207
EXISTING CORRIDOR
±8'-8"
EXIST. TLT
±1'-11"
EXIST. STAIR A
EXISTING FIRE STROBE
±3'-8 1/2"
EX. JC
KHALIDA KHAN ERKIN, RA
Designer:
EX.CL
EXISTING BUILT-IN CABINETS
ROLANDO KENNY, RA
Project Architect/Engineer:
±2'-8 1/2"
EXISTING SPECIAL ED CLASSROOM 211
EXISTING BOARDED UP WINDOW
Lot No. 1
WILLIAM DONG, RA
SCA Design Manager:
Discipline Lead:
EXISTING VENT
EXISTING VENT
75-10 21ST AVE
±12'-0"
EXISTING FIRE STROBE
PS2Q 3 STY + CEL
±10"
BASE
EXIST. TELCM CL
EXISTING GRADE 1 CLASSROOM 215
EXIST. STAFF LUNCH 218
±3 1/4"
EX.CL
±5 1/2"
21ST AVENUE
PROPERTY LINE 76TH STREET
EX.CL
1'-4 1/2"
WEST ELEVATION 3/8" = 1'-0"
D
A R G Ü E L LO • K E N N Y& K H A N A R C H I T E C TS
5
NO 3/8
ps 2Q field survey
Queens, NY
carbon neutral classroom conversion COL
THIRD FLOOR 30'-3"
±2'-6 1/4"
THIRD FLOOR 30'-3"
DEMOLISH EXIST PLASTER SOFFIT
230
±15'-1 1/2"
±8'-4 1/4"
±15'-1 1/2"
±9'-0 3/4"
EXIST GRADE 2 CLASSROOM
±14'-7"
EXIST RELIEVING ANGLE ASSEMBLY TO REMAIN AND BE PROTECTED
EXIST GRADE 2 CLASSROOM 230
4 1/4"
ALUMINUM SILL FRAME ALUMINUM TRIM
DEMOLISH EXIST RADIATOR ENCLOSURE - SEE MEP FOR HVAC REMOVALS
±9 1/2"
---
2'-11 1/2"
±3'-0"
DEMOLISH EXIST CONC TOPPING SLAB
ENERGY CONSULTANT TO ADVISE
ENERGY CONSULTANT TO ADVISE
SECOND FLOOR 15'-1 1/2" ±2 1/2" ±4"
±2 1/2" ±4"
SECOND FLOOR 15'-1 1/2"
DEMOLITION SECTION A
1
6
DEMOLITION WALL SECTION 1 3/4" = 1'-0"
K E N N Y& K H A N A R C H I T E C TS • A R G Ü E L LO
DEMOLITION SECTION B
2
DEMOLITION WALL SECTION 2 3/4" = 1'-0"
PS 243K
ps 243K site scope
Damage Mapping/Proposed Work - Roof 4, 5, 6, 7 + 8
Brooklyn, NY
damage mapping & proposed work 100 SF
ROOFING
E
ROOF 4
Demolish existing built-up roof and associated base flashings and vent base sheets, down to existing screed and fill. Provide new hybrid built-up/SBS roofing assembly at entire roof, with NYCECC required 6” of insulation (43,000 SF). Provide concrete fill/screed repair for 15% of roof area (6,450 SF). Provide additional concrete fill/screed for 15% of roof area (6,450 SF).
ROOF 6
A
B
...... ...... ...... ...... ...... C
E
.... .
ROOF 5
5
B
1
E
ROOF 7 C
1
5
I
At Roof 5 against the 3-story building, demolish existing curb covers and remove existing lower piece of 2-piece counterflashing to install roofing membrane at a higher elevation. Reinstall lower piece of 2-piece counterflashing (85 LF). At Roofs 3, 4, 5 and 6 against the gymnasium/auditorium, remove existing 2-piece flashing and reinstall at a higher elevation. Include replacement of 3 courses of brick masonry above flashing (280 LF). Demolish existing gravel stops/roof edges and provide new stainless steel gravel stops/roof edges to accommodate thicker roofing assembly (1,250 LF).
60 SF
A
C
8
...
1
1
At Roof 5, demolish existing 1-piece flashing and replace with 2-piece 26GA stainless steel counterflashing installed at a higher elevation. Include replacement of 3 courses of brick masonry above flashing (35 LF).
WINDOWS
.... Demolish and replace (3) wire mesh guards with new powder coated wire mesh guards with anchors and accessories (60 SF). .... Provide Exterior Security Barriers with anchors and accessories at replaced Gymnasi-
F 3 100 LF
um Windows (275 SF).
B
C
EXTERIOR MASONRY Remove 3 courses of brick masonry above the angles, provide surface preparation and painting of the relieving angles, provide copper fabric flashing and 26GA stainless steel drip edge, and reinstall 3 courses of brick masonry (280 LF). 5 D
ROOF 8
xx SF
Provide exterior paint removal and brick cleaning (400 SF). At Roofs 4 and 6, Remove existing conduit installed through and against parapets. Conduit shall be rerouted/reinstalled (165 LF).
E
A R G Ü E L LO • K E N N Y& K H A N A R C H I T E C TS
7
3K west st color boards Staten Island, NY
CLASSROOMS CLASSROOMS 3K3K WEST WEST ST ST 8
K E N N Y& K H A N A R C H I T E C TS • A R G Ü E L LO
CORRIDORS 3K WEST ST
TOILETS 3K WEST ST A R G Ü E L LO • K E N N Y& K H A N A R C H I T E C TS
9
william rawn associates architects Architectural Designer Boston, MA 2018.
57' - 3" 111
EX-3
UP
A7-60-C
1 1 A6-05-C A6-04-C
100A3
101A3
100A 101A2
100A2 55' - 0"
101
A7-60-C
EX-3
101A1
DN DN UP
57' - 2"
106
C81
A7-02-C M81
4'-3 15/16"
A31
QUIET WORK
107C
107B
2
LOCKERS
2'-0" 2'-8" 2'-0"
5'-4"
A3-11-C
5'-4"
2'-0" 2'-8" 2'-0"
5'-4"
3'-4"
5'-4"
2'-0" 2'-8" 2'-0"
5'-4"
5'-4"
2'-0"
5'-4"
1
3
A3-01-C
A3-11-C
B
C
0 7. +5 D
96' - 8"
4'-11 3/4"
11'-2"
52
3 3.2 3.3
3.5
3.9
6'-6"
6'-0"
+ .5 52
A3-10-C
A3-11-C
COD Has 142 Holl FOO Cra 161 Geo GEO McP 226 Cam SUR Feld 152 Bos
53
BUILT-IN BENCH
5'-4"
9 10
COS PM& 20 D Hing
4
LIG Hor 233 Bos SPE Kali 112 Wes HAZ Univ 12 B Fram
REVIS
+
DATE
5
D KEY P
6 3. +5
BROOKLINE HIGH SCHOOL STEM WING ADDITION PLAN LEVEL 1 65,000 SF
21'-6"
DRAW
54
21'-10" 7
INT Stef 77 N Bos
1 X-A7-01-C
4'-8" 21'-6"
A3-11-C
2'-8" 2'-0"
4'-3 11/16"
4
47' - 4" 21'-10"
SUS The 54 J Con
53
4'-8"
4'-8"
46'-8"
5 6
3'-4 3/8" 2'-8" 2'-0"
4'-8"
4'-9"
QUIET WORK
5'-4"
LAN Lem 31 O Con
11'-2"
56' - 7"
A71
8
5'-4"
36'-8"
1
0 4. +5
2'-8" 2'-0"
52.0
5'-4" 2'-0"
104C
104D
104E
A71
6'-0"
28'-9 1/2"
C81
106
102A
102B
8'-8"
7'-4"
M81
SCIENCE RESOURCE ROOM
A3-10-C
BUILT-IN BENCH
100ST3
M81
C81
KITCHEN OFFICE
2
2'-8"
G-1
CIV Nits 2 Ce Bos
3.8
54' - 0"
6'-1 1/2" 3'-4"
A7-02-C
DRY STOR
102
2 A6-03-C
5'-4"
100C
8
RAMP
4'-2" 4'-2" 104A
A71
C81
9'-4" 5'-4"
DN
104B 6
COLLABORATION
3
54
107C
1 A7-04-C
100C
54'-9 1/2"
GD106B 3
4
107 A31
2'-0" 2'-8"
A7-04-C
5
107
6 7. +5 A.4
1ST3
2 X-A3-13 X-A3-13 3 1 A3-01-C
A71
C81
104D
2
FACULTY COLLABORATION
2'-8" 2'-0"
20'-0"
6
3
4
2'-8"
4.9
STAIR 104B
G-1
A7-01-C
CULINARY ARTS CLASSROOM
DN
MOP
2.5
2 5
3
4
C81
105B
5'-4"
A7-05-C
102D
A7-02-C
7
5'-4"
8'-6 1/2"
1 A7-05-C
A71
M81
102C
104A
4 A7-02-C
M81
A31
M81
RETAIL
9
1 G-1
GD102
2
GD105
A7-60-C
3
M81
1.8
G-1
GD104
4
2
GD106A
3
G-1
104
2 5
5'-4"
4.7
K80
A7-03-C
1 A7-01-C
KITCHEN PREP M81 AND STORAGE
5
5
1 G-1 X-A7-02-C 57' - 2"
K80
105
3'-10"
8
MAKER SPACE
100B
A7-61-C
4
2
107A
107A
4 A6-04-C
5'-4"
A3-11-C
B81
C81
DEPT. HEAD OFFICE
K80
K80 K80
G-1
A31
M81
G-1
B81
109
K80
DN C81
G-1
109
K80
REF.
9
C81
STOR.
K80 K80
110G
2'-0" 2'-8" 2'-0"
EXPANSION JOINT
110A
K60
4'-8 1/2"
3.7
WOMEN
57' - 2"
K60
110G
MEN 110B
110F
110F
107D
0 3. +6
M81
12'-6" MARKERBOARD
110E
55' - 6"
3.6
B81
M81
CUSTODIAL 110E
ELEC CLOS
ELEV CONTROL ROOM
M81
110C
E100
K60
B81
CORR.110D 110D
A7-60-C
1 A7-02-C
104C
ELEVATOR 01
57' - 2" 1 A7-03-C
STAFF
3
DN B81
56' - 4"
5
105A
M81
5'-4"
2.9
A7-60-C B81
STANDPIPE
M81
COLLABORATION 3
UP
14'-8"
DN 100B
3 A6-05-C
16'-8" UP
2'-8" 2'-0"
2HR FIRE RATED DOORS ON HOLD OPEN
5'-10" DN
UP
107B
100X
4
1 A6-10-C
110C
-C
55' - 6" K80
16'-0" WHITEBOARDS
16'-8"
10'-0" UP
MBT AEC 1 Fe Bos
ACO Ace 33 M Cam
A3-62-C
K80
EXPANSION JOINT
1
M81
P ARC Will 10 P Bos
STR Lem 138 Bos MEP Rist 71 W Lac
6'-0"
1 A6-01-C
100F
3'-4"
SEATING AREA M81
GUARDRAIL
0 5. +5
11'-2"
2 A6-04-C
K80
3'-4"
K80
100A1
11'-2"
M81
1.9
EXISTING CORR.
+ .0 55 1.6
VESTIBULE
7
ENTRY AREA
GUARDRAIL
100A4
3'-4"
FS102
1.4 101A4 2
M81
57' - 2"
57' - 2" 3 A6-04-C
IG-4
A3-62-C
BUILT-IN BENCH
111
UP
1 1.3
24'-8"
CAFE SEATING
+ .7 54
6'-8"
BUILT-IN BENCH M81
A3-62-C M81
2'-0" 2'-8"
18'-0 1/4"
3
BUILT-IN BENCH
K80
6
5'-4"
4'-7"
BUILT-IN BENCH
M81
11'-4"
M81
M81 100D
M81
OVERHEAD COILING FIRE SHUTTER
2'-8"
6
5
57' - 2"
EXPANSION JOINT
BR
7
A3-10-C
A3-10-C
4
TO
12'-0"
1'-10"
EXPANSION JOINT
16'-6"
A3-10-C
7'-4"
2
EXPANSION JOINT
1
55' - 0"
16'-6"
3'-4"
1.5
12'-4"
1 6. +5
6'-0"
+ .0 54
11'-0"
A3-10-C
8'-10"
A3-01-C
BUILT-IN BENCH
1'-10"
1.2
24'-8"
6'-6"
0 4. +5
1'-10"
11'-8"
3
23'-9"
2
13'-11"
A3-10-C
3'-8"
15'-7"
7 5. +5
25'-5 1/2"
29'-6"
0 4. +5
A3-10-C
52
13'-4"
25'-8"
14'-8"
56
8'-2"
E
F
FLO
G DRAW
10
WILLIAM RAWN ASSOCIATES ARCHITECTS • ARGÜELLO
Fall 2018
DINING LAYOUT seats: 45
BROOKLINE HIGH SCHOOL STEM WING ADDITION CULINARY ARTS CLASSROOM DESIGN OPTIONS
CLASSROOM LAYOUT A seats: 24
CLASSROOM LAYOUT B seats: 26
CAFE LAYOUT seats inside: 45 adjacent space: 12
ARGÜELLO • WILLIAM RAWN ASSOCIATES ARCHITECTS
11
BROOKLINE HIGH SCHOOL STEM WING ADDITION
interior views Fall 2018
12
WILLIAM RAWN ASSOCIATES ARCHITECTS • ARGÜELLO
ARGÜELLO • WILLIAM RAWN ASSOCIATES ARCHITECTS
13
6" 6" 3'-0"
6" 3'-0"
4"
3'-0"
3 1/2"
STEEL BAR 5/8"
03 30 00.02
CONCRETE FILL AT STAIR PANS
05 51 00.03
STEEL PAN LANDING
1'-0"
05 51 00.10
STEEL ANGLE CARRIER PRECAST TERRAZZO STAIR TREAD & RISER (SINGLE PIECE) STEEL PAN LANDING
3 1/2"
05 51 00.03
05 51 00.32
TERRAZZO
6
1'-0"
CANE DETECTION RAIL ELEVATION
5
1 1/2" = 1'-0"
STEEL CHANNEL STRINGER
05 51 00.32
STEEL BAR 5/8"
03 30 00.02
CONCRETE FILL AT STAIR PANS
05 51 00.03
STEEL PAN LANDING
09 21 10.01
METAL STUD
09 21 10.19
METAL STUD TRACK
1'-0"
PERFORATED METAL PANEL SIMILAR TO CEILING TYPE ACM-3
4"
09 66 20.01
PR
STRUCTUR Lemessurier 1380 Soldier Boston, MA ARCH MEP, William FP, IT Rist-Frost-S 10 Pos 71 Water St Boston Laconia, NH MBTA ACOUSTICS AECO Acentech Inc 1 Fede 33 Moulton BostonS Cambridge, STRU CIVIL Lemes ENGIN Nitsch1380 Engin S 2 Center Pla Boston Boston, MA MEP, Rist-Fr LANDSCAP Wa Lemon71Broo LaconR 31 Oxbow
2"
4"
STEEL PLATE
BRO
MBTA STAT AECOM 1 Federal St Boston, MA
STEEL ROD BALUSTER - 5/8" DIA.
2"
2'-8 1/8"
1 1/2" 4"
1 1/2"
09 66 20.02 05 50 00.09
05 51 00.31
1 1/2" SQUARE HSS STEEL STEEL CHANNEL 05 51 00.10 STRINGER
05 51 00.16
ARCHITECT William Raw 10 Post Offic Boston, Mas
1-1/2" SQUARE HSS STEEL POSTS SPACED MAX 4' O.C.
STEEL ANGLE METAL PANEL GUARDRAIL, 05 51PERFORATED 00.16 CARRIER ASSUME 50% OPENTERRAZZO PRECAST 09 66 20.02 STAIR TREAD & RISER (SINGLE PIECE) 05 51 00.03 STEEL PAN LANDING STEEL ANGLE 05 51 00.16 CARRIER
1'-0"
4"
2'-3"
09 66 20.01 TERRAZZO PAINTED 1-1/2" SQUARE STEEL POSTS SPACED 4' O.C.
TOW
PAINTED METAL HANDRAIL BRACKET
PAINTED METAL HANDRAIL BRACKET 1 1/2" SQUARE HSS STEEL STEEL CHANNEL 05 511 1/2" 00.10SQUARE HSS STEEL POSTS AT 3'-4" O.C. (TYP) STRINGER
1 1/2"
PROJ
STEEL BAR 5/8"
PAINTED METAL HANDRAIL - 1-1/4" NOM DIA.
1-1/2" O.D.STEEL WOODANGLE HANDRAIL (TYP) 05 51 00.16 CARRIER
2'-3"
05 51 00.30
STEEL 05 50 PIPE 00.09 STEEL PLATE GUARDRAIL - 1 1/2" NOM DIA.
STEEL ROD BALUSTER - 5/8" DIA.
05 51 00.32
1 1/2" SQUARE HSS STEEL
3'-0"
PAINTED 1-1/2" SQUARE STEEL POSTS SPACED 4' O.C.
4'-0"
3 1/2"
2 7/16"
2'-8 1/8"
STEEL PIPE GUARDRAIL - 1 1/2" NOM DIA.
05 51 00.31
PERFORATED METAL PANEL GUARDRAIL, ASSUME 50% OPEN
BROO
1-1/2" SQUARE HSS STEEL POSTSGUARDRAIL 1-1/2" SQUARE HSS STEEL SPACED MAX 4' O.C.
1 1/2"
1 1/2" SQUARE HSS STEEL POSTS AT 3'-4" O.C. (TYP) PROFILED WOOD CAP
1 1/2"
TOWN
PAINTED METAL HANDRAIL BRACKET
PAINTED METAL HANDRAIL BRACKET 1"
STEEL BAR 5/8"
PAINTED METAL HANDRAIL - 1-1/4" NOM DIA.
1-1/2" O.D. WOOD HANDRAIL (TYP)
4'-0"
05 51 00.30
05 51 00.32
1 1/2" SQUARE HSS STEEL 4"
DESIGN DEVELOPMENT - STAIR DETAILS 11/30/2018 PRICING SET
6"
3 1/2"
2 7/16"
BROOKLINE HIGH SCHOOL - STEM WING
1-1/2" SQUARE HSS STEEL GUARDRAIL
1 1/2"
PROFILED WOOD CAP
1"
2
STAIR 1, 2, 4, 5, 6 - TYPICAL CROSS SECTION
05 51 00.10
Concord, MA ACOU Acente SUSTAINAB 33 Mo The Green E Cambr 54 Junction Concord, MA CIVIL NitschD INTERIOR 2 Cent Stefura Asso Boston 77 N. Washi Boston, MA LAND CODELemon CON 31 Oxb Hastings Co Conco 142 Hanlon Holliston, MA SUSTA
STEEL CHANNEL STRINGER
STAIR 3, 7 - TYPICAL CROSS SECTION 1 1/2" = 1'-0"
1 1/2" = 1'-0"
PERFORATED METAL PANEL SIMILAR TO CEILING TYPE ACM-3
6
CANE DETECTION RAIL ELEVATION
METAL STUD
09 21 10.19
METAL STUD TRACK
2
STAIR 1, 2, 4, 5, 6 - TYPICAL CROSS SECTION
5
1 1/2" = 1'-0"
09 21 10.01
STAIR 3, 7 - TYPICAL CROSS SECTION
G FOODThe SERV 54 Jun Crabtree Mc 161 WConco Main Georgetown INTER
1 1/2" = 1'-0"
Stefura GEOTECHN 77 Ass N. W McPhail Boston 2269 Massa Cambridge, CODE
1 1/2" = 1'-0"
Hastin SURVEYOR 142Lan Ha Feldman Hollist 152 Hampde Boston, MA FOOD
2
5
A6-21-C
2"
A6-21-C
2
6"
5
A6-21-C 6"
A6-21-C
PROFILED WOOD CAP (TYP)
PROFILED WOOD CAP (TYP)
1 1/2" HSS STEEL TUBE
1 1/2" HSS STEEL TUBE
2"
1-1/2" SQUARE HSS STEEL POST SPACED MAX 4' O.C.
1-1/2" O.D. WOOD HANDRAIL (TYP)
COSTCrabtr ESTI W PM&C161 Cost GeorgA 20 Downer Hingham, M GEOT McPha LIGHTING 2269 D M HortonCambr Lees 233 Lewis W SURV Boston, MA Feldm SPECIFICA 152 Ha Boston Kalin Associ 1121 Washi West COST Newto PM&C HAZMAT/AB 20 Dow Universal En Hingha 12 Brewster Framingham LIGHT Horton 233 Le REVISIONS: Boston DATE SPEC Kalin A 1121 W West N
1/4" JOINT MAX. (PERF. METAL GUARDRAIL)
3'-0"
PROFILED WOOD CAP (TYP) 1/4" JOINT MAX. (PERF. METAL GUARDRAIL) 1 1/2" HSS STEEL TUBE
REVISIO 3'-0"
2"
1 1/2" HSS STEEL TUBE
1-1/2" O.D. WOOD HANDRAIL (TYP)
3'-0"
STEEL ROD BALUSTER - 5/8" DIA.
1/4" JOINT MAX. (PERF. METAL GUARDRAIL)
05 51 00.32
STEEL BAR
STEEL CHANNEL 05 51 00.10 STRINGER PERFORATED METAL PANEL SIMILAR TO CEILING TYPE ACM-3PRECAST TERRAZZO 09 66 20.02 STAIR TREAD & RISER (SINGLE PIECE) STUD 05 40 00.01 CFMF STEEL
STAIR 1, 2, 4, 5, 6 - TYPICAL RISER / TREAD ELEVATION 1 1/2" = 1'-0"
3
TY
STEEL ANGLE CARRIER CONCEAL WITHIN TREAD PAN EMBEDDED CONTRASTING NOSING STRIP
05 40 00.01
CFMF STEEL STUD
/2 "
05 51 00.16
11"
05 51 00.31
STEEL ROD BALUSTER - 5/8" DIA.
05 51 00.32
STEEL BAR
D 11
KEY PLA
DRAWING TIT
31
05 51 00.02
STEEL PAN TREAD AND RISER
P.
CONCRETE FILL AT STAIR PANS
STEEL CONCRETE CHANNEL FILL AT 05 51 00.10 03 30 00.02 STRINGER STAIR PANS
DRAWN BY: A
STEEL PAN TREAD AND RISER
CHECKED BY
05 51 00.02 05 51 00.16
PERFORATED METAL PANEL SIMILAR TO STAIR 1, 2, 4, 5, 6 - TYPICAL RISER / TREAD SECTION CEILING TYPE ACM-3
1 1/2" = 1'-0"
03 30 00.02
TY
1 1/2" HSS STEEL TUBE
26 .57°
4
1-1/2" SQUARE HSS STEEL POST SPACED MAX 4' O.C.
P.
3"
STEEL CHANNEL STRINGER PRECAST TERRAZZO STAIR TREAD & RISER (SINGLE PIECE)
2"
. T YP
MAX.
2"
26 .57°
6"
09 66 20.02
KEY PLAN:
PAINTED METAL HANDRAIL BRACKET
7"
05 51 00.10
1'-0"
3"
PAINTED METAL HANDRAIL - 1-1/4" NOM DIA.
11"
05 51 00.31
3"
TYPICAL
1 1/2" HSS STEEL POST AT NO MORE THAN 4' O.C. STEEL CHANNEL 05 51 00.10 STRINGER
DES 11/30
2"
2"
3"
1 1/2" HSS STEEL POST AT NO MORE THAN 4' O.C. STEEL CHANNEL 05 51 00.10 STRINGER
DATE
1-1/2" SQUARE HSS STEEL POST SPACED MAX 4' O.C.
1 1/2" SQUARE HSS STEEL POST AT 3'-4" O.C.
1 1/2" HSS STEEL TUBE
T YP
2"
.
6"
MAX.
1" 1" 1" 1"
1-1/2" SQUARE HSS STEEL POST SPACED PAINTED METAL HANDRAIL BRACKET MAX 4' O.C.
4" O.C. MAX.
PERFORATED METAL PANEL GUARDRAIL, ASSUME 50% OPEN
3'-0" 31 /2 "
1'-0" TYPICAL
7"
1/4" JOINT MAX. (PERF. METAL GUARDRAIL)
PERFORATED METAL PANEL GUARDRAIL, ASSUME 50% OPEN, TYPICAL PATTERN SHOWN
HAZM Univer 12 Bre Framin
PAINTED METAL HANDRAIL - 1-1/4" NOM DIA.
1 1/2" SQUARE HSS STEEL POST AT 3'-4" O.C.
PROFILED WOOD CAP (TYP) 1" 1" 1" 1"
4" O.C. MAX.
PERFORATED METAL PANEL GUARDRAIL, ASSUME 50% OPEN
6"
6"
PERFORATED METAL PANEL GUARDRAIL, ASSUME 50% OPEN, TYPICAL PATTERN SHOWN
1
05 51 00.10
STEEL ANGLE CARRIER CONCEAL WITHIN TREAD PAN
DRAWIN SCALE: 1 1/2
EMBEDDED CONTRASTING NOSING STRIP
DATE: 8/31/20
STEEL CHANNEL STAIR 3, 7 - TYPICAL RISER / TREAD SECTION STRINGER
DRAWN DRAWING NU
1 1/2" = 1'-0"
A6
CHECKE SCALE:
DATE: 8
4
14
STAIR 1, 2, 4, 5, 6 - TYPICAL RISER / TREAD ELEVATION 1 1/2" = 1'-0"
3
STAIR 1, 2, 4, 5, 6 - TYPICAL RISER / TREAD SECTION 1 1/2" = 1'-0"
WILLIAM RAWN ASSOCIATES ARCHITECTS • ARGÜELLO
1
STAIR 3, 7 - TYPICAL RISER / TREAD SECTION 1 1/2" = 1'-0"
DRAWIN
A
KING OPEN SCHOOL + CAMBRIDGE STREET UPPER SCHOOLS COMPLEX 1/16” SITE MODEL
KING OPEN SCHOOL (273,000 SF) • Fall 2016
“The City of Cambridge committed to a Net Zero Action Plan to transform the City into a Net Zero community by 2040. “ The King Open Cambridge Street School Complex will be the City’s 1st Net Zero Emissions project & demonstrate the viability of the City’s goal to lead as a carbon neutral municipality. The City, Users, + the Design Team collaborated to design a robust envelope, maximize on site generation, minimize energy loads, & commit to the efficient operation of the facilities.
DIAGRAMMATIC MAP (RHINOCEROS 3D +ILLUSTRATOR)
VALENTE BRANCH LIBRARY 1/2” DETAIL MODEL
ARGÜELLO • WILLIAM RAWN ASSOCIATES ARCHITECTS
15
MUSEUM OF SCIENCE RENOVATION & ADDITION CAMBRIDGE, MA. CONTEXT 1/8” MODEL Fall 2018
existing atrium
16
WILLIAM RAWN ASSOCIATES ARCHITECTS • ARGÜELLO
proposed atrium
ARGÜELLO • WILLIAM RAWN ASSOCIATES ARCHITECTS
17
MUSEUM OF SCIENCE RENOVATION & ADDITION
CAMBRIDGE, MA. LARGE DETAILED MODEL 3/8” = 1’ SCALE Fall 2018
18
WILLIAM RAWN ASSOCIATES ARCHITECTS • ARGÜELLO
ARGÜELLO • WILLIAM RAWN ASSOCIATES ARCHITECTS
19
MOUNT AUBURN CREMATORIUM ADDITION
site model Fall 2016
20
WILLIAM RAWN ASSOCIATES ARCHITECTS • ARGÜELLO
MOUNT AUBURN CREMATORIUM ADDITION
construction site August 2018
ARGÜELLO • WILLIAM RAWN ASSOCIATES ARCHITECTS
21
SKYLINE RESIDENCE HALL BRANDEIS UNIVERSITY
BRUCE T. MARTIN PHOTOGRAPHY Waltham, MA. - SITE VISIT September 2018
Bruce T. Martin Photography
photograph by Karina Argüello
22
WILLIAM RAWN ASSOCIATES ARCHITECTS • ARGÜELLO
BOSTON PUBLIC LIBRARY CENTRAL BRANCH JOHNSON BUILDING IMPROVEMENTS ROBERT BENSON PHOTOGRAPHY Back Bay, Boston - SITE VISIT August 2016
Robert Benson Photography
ARGÜELLO • WILLIAM RAWN ASSOCIATES ARCHITECTS
23
HAND DRAWN INTERIOR PERSPECTIVE KELTON VILLAVICENCIO ARQUITECTOS SUMMER 2015
24
K E LT O N V I L L AV I C E N C I O • A R G Ü E L L O
KARINA ARGÜELLO 305-799-2778 karinaarguello12@gmail.com
KARINA ARGÜELLO • ARCHITECTURE PORTFOLIO
25