Design Portfolio

Page 1

Stephanie Almendares





















GENERAL NOTES 1.

3

2

ALL LUMBER TO BE PRESSURE TREATED SYP., GROUND CONTACT

2.

ALL STEEL TO BE HOT-DIPPED GALVANIZED

3.

ALL FASTENERS TO BE EITHER HOT-DIPPED GALVANIZED OR STAINLESS STEEL

4.

CAP ALL ENDS WITH 1/4" PLATE, WELD AND GRIND SMOOTH @ ALL BEAMS AND COLUMNS

5.

ALL STRUCTURAL STEEL CONNECTIONS TO BE WELDED FOR EXPOSED APPEARANCE

6.

ALL DECKS FASTENERS TO BE COATED DECK SCREWS RATED FOR TREATED LUMBER, COUNTER SUNK INTO BOARDS

7.

JOIST HANGERS, HURRICANE TIES, AND ALL OTHER MISCELLANEOUS CONNECTORS TO BE HOT-DIPPED GALVANIZED

1

1 A-300

GUTTER

GALVANIZED STEEL STUCTURE

TOP OF STEEL 9' - 8" TOP OF WALL 8' - 2" STEEL SCREEN WALL BEYOND

FINISHED FLOOR 1' - 2" GROUND 0' - 0"

1

NORTH ELEVATION 1/2" = 1'-0"

CLIENT GALVESTON BAY FOUNDATION LOCATION

C

B

GALVANIZED STEEL STUCTURE

A

2 A-300

KEMAH, TEXAS ARCHITECT COLEMAN COKER

STEEL SCREEN WALL

GUTTER

STRUCTURAL ENGINEER MICHELLE WEINFIELD

TOP OF STEEL 9' - 8"

DESIGN TEAM STEPHANIE ALMENDARES DANIEL ARONSON NAI'LAH BELL-EDEN GABLE BOSTIC DAVID BURNS ARLENE ELLWOOD ANDY GARDEN CATHERINE KANTER BRANDON LAWRY AMAYA LUCAS HARRISON MAREK LENA PAGE TYLER SCHUETZ SHELBY TAUBENKIMEL INCI UCKOK ALEX UHLMANN ARIELLA YENDLER

TOP OF WALL 8' - 2"

DATE 07.22.2019

FINISHED FLOOR 1' - 2"

DRAWING TITLE

ELEVATIONS

GROUND 0' - 0"

SHEET NO.

2

A-200

WEST ELEVATION 1/2" = 1'-0"

(2) 2x6 NO. 1 SYP PT JOISTS ALL AROUND

5 A-401

6 A-401

2x6 NO. 1 SYP PT JOISTS AT 16" O.C.

6' - 1"

60" TURNING CIRCLE MIN.

COMPOSTABLE TOILETS AND CODE-COMPLIANT HANDRAILS TO BE ADDED BY CLIENT (N.I.C)

DOORS (OPEN)

4 A-401

0' - 10"

3' - 0"

4' - 11"

2' - 2"

3' - 0"

0' - 10"

14' - 8" ENLARGED PLAN - CLOSET 1" = 1'-0"

2

ENLARGED PLAN - CLOSET ROOF FRAMING 1" = 1'-0"

5/8" PT PLYWOOD SHEATHING AND TPO

5/8" PT PLYWOOD SHEATHING AND TPO

5/8" PT PLYWOOD SHEATHING

3' - 6" SIMPSON STRONG-TIE H3 HURRICANE TIE AT 32" O.C. TYP AT ALL ROOF TO WALL FRAMING

DOOR TRACK SYSTEM

0' - 11"

0' - 9"

0' - 9"

HSS 2x2x1/8 FRAME

2x6 NO. 1 SYP PT JOISTS

SIMPSON STRONGTIE H3 HURRICANE TIE AT 32" O.C. TYP AT ALL ROOF TO WALL FRAMING

2x6 NO. 1 SYP PT JOISTS

2x4 NO. 1 SYP PT BLOCKING

2x4 NO. 1 SYP PT BLOCKING

5/8" PT PLYWOOD SHEATHING

2x4 NO. 1 SYP PT WALL STUDS 1x1x1/8 x 8'-0" STEEL CHANNEL

8'-0" x 1'-0" x 1/8" STEEL SHEETS INSULATION

HSS 2x2x1/8 FRAME BEYOND

INSULATION

2x4 NO. 1 SYP PT WALL STUDS AT 16" O.C. (BEYOND)

7' - 10"

3' - 0"

2x4 NO. 1 CEDAR

2x4 NO. 1 CEDAR

6' - 0"

6' - 0"

0' - 3"

1' - 6"

0' - 2"

6 x 6 / 10:10

CLOSET WALL SECTION AT DOOR 1 1/2" = 1'-0"

LOCATION

ARCHITECT COLEMAN COKER

STEPHANIE ALMENDARES DANIEL ARONSON NAI'LAH BELL-EDEN GABLE BOSTIC DAVID BURNS ARLENE ELLWOOD ANDY GARDEN CATHERINE KANTER BRANDON LAWRY AMAYA LUCAS HARRISON MAREK LENA PAGE TYLER SCHUETZ SHELBY TAUBENKIMEL INCI UCKOK ALEX UHLMANN ARIELLA YENDLER

DATE 07.22.2019 DRAWING TITLE

CLOSET DETAILS 0' - 8"

0' - 8"

0' - 4" 4

0' - 3"

2x4 NO. 1 SYP PT BOTTOM PLATE W/ 1/2" GALV ANCHOR BOLT AT 6' O.C.

0' - 10"

EXPANDED METAL MESH

0' - 3"

0' - 6"

0' - 6" CLOSET DOOR ELEVATION 1 1/2" = 1'-0"

CLIENT GALVESTON BAY FOUNDATION

DESIGN TEAM

2x4 NO. 1 SYP PT BLOCKING

3

CLOSET CORNER DETAIL 1 1/2" = 1'-0"

STRUCTURAL ENGINEER MICHELLE WEINFIELD

8'-0" x 1'-0" x 1/8" STEEL SHEETS

6 x 6 / 10:10

6

KEMAH, TEXAS HSS 1x1x1/8 HORIZ BLOCKING AT 2'-0" O.C.

6' - 9"

HSS 2x2x1/8 WELDED FRAME

2' - 10"

1

5

CLOSET WALL SECTION 1 1/2" = 1'-0"

SHEET NO.

A-401






N









N


1 2 3 4 5

Atrium Office Studios Classrooms Labs

6 7 8 9 10

Library Cafeteria Shared Learning Space Lounge Exhibition Space



EPDM MEMBRANE RIGID INSULATION METAL DECK CEILING WOOD FINISH STEEL STRUCTURE

GYPSUM WALLBOARD RIGID INSULATION GYPSUM

RIGID FRAME

CONCRETE SLAB METAL DECKING RUNNER CHANNEL

HSS STRUCTURAL COLUMN

WELDED BEAM TO COLUMN CONNECTION

CONCRETE PANELS

STEEL STRUCTURE

CEILING

ACOUSTICAL CEILING

GYPSUM WALL BOARD AIR INFILTRATION BARRIER INSULATION GYPSUM SHEATHING

Ro

of

S tr

uct

ure

CONCRETE METAL DECKING

Lev

el 2

S tr

uct

ure

6” CONCRETE FOUNDATION SLAB EXPANSION JOINT 16” GRADE BEAM VAPOR BARRIER CARTON FORMS PIER

Lev

el 1

S tr

uct

ure Occupancy Loads 40 psf 60 psf Occupancy OccupancyLoads Loads 40 psf psf

80 90 psf psf

60 psf psf

100 psf psf

80 psf 100 psf





A1 PARAPET CAP ASSEMBLY, REF. ROOFING

1

SKYLIGHT, BY SUPPLIER METAL FLASHING SITE APPLIED INSULATION

www.corgan.com T: 214.748.2000 F: 214.653.8281

COLD FORMED STEEL FRAMING, REF. STRUCTURAL MINERAL WOOL INSULATION, SUPPLIER LOWERBYROOF VAPOR BARRIER

LOUVER SCREENING WRAP, BY SUPPLIER INSULATED METAL PANEL, IMP-1, BY SUPPLIER PANEL FASTENERS, BY SUPPLIER METAL FLASHING

SKYLIGHT, BY SUPPLIER

SITE APPLIED INSULATION

METAL FLASHING SITE APPLIED INSULATION

LOUVER SCREENING WRAP, BY SUPPLIER

COLD FORMED STEEL FRAMING, REF. STRUCTURAL MINERAL WOOL INSULATION,

COLD FORMED STEEL FRAMING, LOWER ROOF

8222 COLD FORMED STEEL FRAMING, REF. STRUCTURAL METAL STRUCTURAL DECK, REF. STRUCTURAL GYP. BD. WALL

REF. STRUCTURAL 8222 STRUCTURAL METAL DECK, REF. STRUCTURAL LOUVER SCREENING WRAP, BY SUPPLIER

1

SUPPLIER LOWERBYROOF

VAPOR BARRIER

8222 COLD FORMED STEEL FRAMING, REF. STRUCTURAL METAL STRUCTURAL DECK, REF. STRUCTURAL GYP. BD. WALL

Orientkaj 4, DK-2150 Nordhavn, Copenhagen Denmark T: 45 4171 8200

SECTION DETAIL 1 : 10

INSULATED METAL PANEL, IMP-1, BY SUPPLIER

BUTYL SEALANT LOUVER SCREENING WRAP, BY SUPPLIER

8

SECTION DETAIL 1 : 10

4

SECONDARY STEEL ANGLE CLEAT, REF. STRUCTURAL

APPLIED ON SITE COMPRESSIBLE FILL INSULATED PRECAST CONCRETE INSULATED METAL PANEL, IMP-1, PANEL, BY SUPPLIER BY SUPPLIER

ISSUES

3658

VAPOR BARRIER METAL STRUCTURAL DECK, REF. STRUCTURAL

EMBEDDED KNIFE PLATE, BY SUPPLIER BOLTED PANEL TIEBACK, BY SUPPLIER SECONDARY STEEL ANGLE, REF. STRUCTURAL

REV NO.

One Carter Lane, London, EC4V 5ER, United Kingdom T: 44 20 7438 1600

LEVEL 2

LOUVER SCREENING WRAP, BY SUPPLIER INSULATED METAL PANEL, IMP-1, PARAPET CAP ASSEMBLY, REF.BY SUPPLIER ROOFING PANEL FASTENERS, BY SUPPLIER

BOLTED PANEL TIEBACK, BY SUPPLIER

METAL FLASHING PANEL FASTENERS, BY SUPPLIER STRUCTURAL TUBE, REF. STRUCTURAL SECONDARY CLIP RAILING

MINERAL WOOL INSULATION, BY SUPPLIER

SECTION DETAIL 1 : 10

INSULATED PRECAST CONCRETE PANEL, BY SUPPLIER EMBEDDED KNIFE PLATE, BY SUPPLIER

ISSUE NO.

4

DESCRIPTION

DATE

1

SD PACKAGE

09.15.2017

2

DD PACKAGE

10.27.2017

SECONDARY STEEL ANGLE INSULATED METAL PANEL, IMP-1, BY CLEAT, REF. STRUCTURAL SUPPLIER METAL FLASHING SITE APPLIED INSULATION

SECONDARY STEEL ANGLE, REF. STRUCTURAL

SKYLIGHT, BY SUPPLIER

PRIMARY STRUCTURAL COLUMN BEYOND

INSULATED PRECAST CONCRETE PANEL, BY SUPPLIER COLD FORMED STEEL FRAMING, REF. STRUCTURALLEVEL 2 EMBEDDED KNIFE PLATE, BY SUPPLIER MINERAL WOOL INSULATION, 3658 BY SUPPLIER BOLTED PANEL TIEBACK, BY SUPPLIER

MECH. LOUVER, REF. MECHANICAL

LOWER ROOF

8222

SECONDARY STEEL RAIL, REF. STRUCTURAL COLD FORMED STEEL FRAMING, REF. STRUCTURAL

DETAIL 3 SECTION 1 : 10 DETAIL 11 SECTION 1 : 10

SECTION DETAIL DETAIL 1 : 10 314SECTION 1 : 10

SECTION DETAIL 7 REVISIONS 1 : 10

INSULATED METAL PANEL, IMP-1, BY SUPPLIER

11 INSULATED METAL PANEL, IMP-1, BY SUPPLIER

SECONDARY STEEL MULTIBEAM ANGLE CLEAT, REF. STRUCTURAL

STANDING SEAM ROOF ASSEMBLY, REF. ROOFING

SECONDARY STEEL MULTIBEAM RAIL SECTION, BOTTOM RAIL TO ALWAYS BE INVERTED, REF. STRUCTURAL

HALTER CLIP, BY SUPPLIER

SECONDARY STEEL MULTIBEAM ANGLE CLEAT, REF. STRUCTURAL 11

SECONDARY STEEL MULTIBEAM RAIL SECTION, BOTTOM RAIL TO ALWAYS BE INVERTED, REF. STRUCTURAL

10.5

PANEL FASTENERS W/ CONT. BUTYL SEALANT, BY SUPPLIER FASTENER BOLT TO BASE ANGLE ON UPSTAND, MIN. 2", REF. STRUCTURAL

VAPOR BARRIER SECONDARY STEEL STANCHION CLEAT, REF. STRUCTURAL

PRIMARY STRUCTURAL COLUMN BEYOND, REF. STRUCTURAL COMPRESSIBLE CONSTRUCTION JOINT FILL RIGID INSULATION BELOW GRADE AT PERIMETER W/ SUBGRADE FLASHING

CONC. SLAB ON GRADE- REF. STRUCTURAL CONT. UNDERSLAB VAPOR BARRIER & RADON PROTECTION BASE COURSE, TYP. - REF. GEOTECHNICAL REPORT INSULATED METAL PANEL, IMP-1, CONCRETE FOOTING, REF. BY SUPPLIER STRUCTURAL COLD FORMED STEEL FRAMING,

REF. STRUCTURAL PANEL FASTENER, BY SUPPLIER

GYP. BD. WALL

6

Kassø Site, Aabenraa, Denmark

0 TRENCH HEATER, REF. MECH

PROJECT TORNADO LOGISTICS CENTER

STRUCTURAL METAL DECKING, REF. STRUCTURAL

LEVEL 1

INSULATED PRECAST PANEL, BY SUPPLIER

SECONDARY STEEL PANEL JOINT RAIL, REF. STRUCTURAL

SECONDARY STEEL EAVES STRUCT BRACKET, REF. STRUCTURAL MINERAL WOOL INSULATION, AS REQ'D

PANEL FASTENERS W/ CONT. BUTYL SEALANT, BY SUPPLIER FASTENER BOLT TO BASE ANGLE ON UPSTAND, MIN. 2", REF. STRUCTURAL

DETAIL 2 SECTION 1 : 10 SECTION DETAIL 1 : 10

SECONDARY STEEL ANGLE, REF. STRUCTURAL

COLD FORMED STEEL FRAMING, SECONDARY STEEL RAIL, REF. REF. STRUCTURAL STRUCTURAL

SECONDARY STEEL PANEL JOINT RAIL, REF. STRUCTURAL

10

STRUCTURAL TUBE, REF. STRUCTURAL

SECONDARY STEEL RAIL, REF. STRUCTURAL

PRIMARY STRUCTURAL COLUMN BEYOND, REF. STRUCTURAL COMPRESSIBLE CONSTRUCTION JOINT FILL RIGID INSULATION BELOW GRADE AT INSULATED METAL PANEL, IMP-1, PERIMETER W/ SUBGRADE FLASHING BY SUPPLIER SECONDARY STEEL JOINT RAIL, BY SUPPLIER LEVEL 1

SECONDARY STEEL MULTIBEAM RAIL SECTION, REF. STRUCTURAL SECONDARY STEEL MULTIBEAM RAIL CLEAT, REF. STRUCTURAL

SECONDARY STEEL ANGLE 0 CLEAT, REF. STRUCTURAL TRENCH HEATER, REF. MECH METAL FLASHING

PRIMARY STRUCTURAL STEEL BEAM, REF. STRUCTURAL

SECONDARY STEEL ANGLE CLEAT, REF. STRUCTURAL

PRIMARY STRUCTURAL STEEL COLUMN, REF. STRUCTURAL

LOWER ROOF 8222

SECONDARY STEEL PANEL JOINT RAIL, REF. STRUCTURAL

STANDING SEAM ROOFING CONC. SLAB ON GRADE- REF. STRUCTU ASSEMBLY, REF. ROOFING

CONT. UNDERSLAB VAPOR BARRIER & RADON PROTECTION BASE COURSE, TYP. - REF. GEOTECHNICAL REPORT GYP. BD. PARTITION WALL, REF. FOOTING, REF. CONCRETE SCHEDULE STRUCTURAL

13

SECTION DETAIL 1 : 10

SECTION DETAIL DETAIL 1 : 20 2 SECTION 1 : 10

10 INSULATED PRECAST PANEL, BY SUPPLIER

EMBEDDED KNIFE PLATE, BY SUPPLIER

EMBEDDED KNIFE PLATE, BY SUPPLIER BOLTED PANEL TIEBACK, BY SUPPLIER STRUCTURAL STEEL BASE ANGLE, REF. STRUCTURAL

LEVEL 1

General Note: Do not scale from this drawing. Only figured dimensions shall be used. Check all dimensions on site before fabrication or setting out.

COMPRESSIBLE CONSTRUCTION JOINT FILL

BOLTED PANEL TIEBACK, BY SUPPLIER STRUCTURAL STEEL BASE ANGLE, REF. STRUCTURAL





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