PORTFOLIO KENNEDY MILLER
PROFESSIONAL WORK 2018-2023
CONTENTS
OVERLAND PARK THE LINKS
REVEL LAKEWAY
ESSILOR LUXOTTICA
TIPSY HOUND LOUNGE
OVERLAND KANSAS CIT
D TY, PARK MO
PROGRAM
OVERLAND PARK IS A NEW SITE DEVELOPMENT OF A THREE STORY REHABILITATION HOSPITAL BUILDING WITH 40 BED PRIVATE INPATIENT ROOMS, PATIENT DAY SPACES, PHYSICAL THERAPY SUITES, STAFF SUPPORT SPACES, PHARMACY, ADMINISTRATION SUITE AND FULL SERVICE KITCHEN WITH PATIENT DINING.
LEVEL 3 LEVEL 2 LEVEL 1
NORTH ELEVATION NORTH SECTION
P
PHYSICAL THERAPY
REVEL LAKEWAY,
LAKEWAY
TX
DESIGN OVERVIEW
REVEL LAKEWAY IS AN INDEPENDENT LIVING BUILDING WITH 5 STORIES, 166 UNITS, A CLUBHOUSE, AND A PARKING GARAGE. THE CLUBHOUSE IS STRADDLED BY TWO RESIDENTIAL WINGS FOR CONVENIENT ACCESS TO CLUBHOUSE AMENITIES SUCH AS DINING AREAS, COMMERCIAL KITCHEN, SALON, BAR, & POOL.
PHASE III
PHASE I PHASE
II B6 B4 A2 B4 B2 A3 HC S1 A2 B2 A2 B4 B6 TRASH DROP GRADE ABOVE FEC UP B6 B4 A2 B4 B2 A3 S1 A2 B2 A2 B4 B6 B4 A1 B4 A1 A1 A2 A2 A2 A3 HC A2 B4 B1 B4 A2 A2 S1 HC MEP ELEC STAIR RETAINING WALL PER CIVIL C F FEC B6 B4 A2 B4 B2 G1 S1 A2 B2 A2 B4 B6 B4 A1 B4 A1 A1 A2 A2 A2 A3 A2 B4 B1 B4 A2 A2 S1 G1 B6 A2 A1 B2A3A3A3 A2 A2 A2 B6 B6 B4 B4 A2 A3 B4 HC A2 A3 B1 STORAGE IDF STAIR E STORAGE STO. LOBBY ART CORRIDOR CHEF'S OFFICE LOCKER CASUAL DINING PRIVATE DINING WOMENS MENS DIRECTOR MARKETING CORRIDOR Room LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 C B6 B4 A2 B4 B2 G1 S1 A2 B2 A2 B4 B6 B4 A1 B4 A1 A1 A2 B4 B1 B4 A2 A2 S1 G1 B6 A2 A1 B2A3A3A3 A2 A2 A2 B6 B6 B4 B4 A2 A3 B4 HC A2 A3 B1 RISER ROOM HR FIRE WALL L ELECTRICAL TRASH TRASH ROOM KITCHEN JANITOR Room IDF CLOSET
BUILDING SECTIONS
SOME OF MY PERSONAL INVOLVEMENT WITH REVEL LAKEWAY WAS ACCURATELY DEPICTING THE BUILDING SECTIONS. IN THESE TWO INSTANCES, THE BUILDING IS CUTTING THROUGH THE CLUBHOUSE AND SHOWS THE INTERACTION WITH THE SITE. BOTH OF THESE DRAWINGS ARE FACING EAST.
A A W MORE SECTIO MATER
ALL SECTIONS
DRAWINGS THAT I WAS PERSONALLY INVOLVED WITH WERE THE WALL ONS. THESE PARTICULAR DRAWINGS SHOW THE CONNECTION OF RIALS ON THE EXTERIOR FACADE WITH THE INTERIOR CLUBHOUSE.
B B
THE L FRISCO,
INKS
TX
THE LINKS ON PGA PARKWAY IS A MULTI-PHASE DEVELOPMENT LOCATED IN FRISCO, TEXAS. THIS MULTIFAMILY PROJECT HAS FOUR PHASES AND SEVENTEEN BUILDINGS. ADOPTING THE PROJECT ON PHASE II, I PERSONALLY WORKED ON THE CONSTRUCTION DOCUMENTS AND SAW IT THROUGH TO IT’S CURRENT PHASE OF CONSTRUCTION. ALTHOUGH EQUALLY IMPORTANT, I DECIDED TO HIGHLIGHT MY CONTRIBUTION ON THE SCHEMATIC STAGES OF PHASES III AND IV. THIS INCLUDES THE PROGRAMMING AND FACADE SUBMITTAL TO THE CITY.
EXTERIOR FINISH LEGEND
BR-2 (DIMENSIONAL BRICK)
RUNNING BOND
AMARETTO - ACME BRICK
BR-3 (DIMENSIONAL BRICK)
RUNNING BOND
DOVE GRAY - ACME BRICK
ST-3 (3-STEP STUCCO) PNT-3
BUILDING 15
FC-1 (FIBER CEMENT SIDING) PNT-1
FC-2 (FIBER CEMENT PANELS) PNT-2
FC-4 (FIBER CEMENT PANELS) PNT-4
FC-5 (FIBER CEMENT PANELS) PNT-5
BRONZE
PNT-3 SW 7105
PAPERWHITE PNT-4 SW 7598
SIERRA REDWOOD
PNT-5 SW 6474 RAGING SEA
S-1 (STONE MASONRY)
COURSED ASHLAR
BUFF LEUDERS - ROUGH - SALADO
S-2 (STONE MASONRY)
RUNNING BOND WHITE LEUDERS - HONED - SALADO **BRICK SHALL BE MIN THICKNESS OF 2-1/4" SET IN MORTAR. STONE SHALL BE NATURAL AND A MIN THICKNESS OF 3-5/8" SET IN MORTAR.
NS -BLDG 15 (NORTH)
DESIGN OVERVIEW
ROOFTOP CONDENSING UNITS MTL RAILING (PNT PNT ST ST 2 MTL RAILING (PNT 2), TYP. MTL RAILING (PNT 2), TYP. 33' 11 5/8" T.O. PLATE 04 T.O. PARAPET 54' 0 3/4" ROOFTOP CONDENSING UNITS RINGBONE BRICK PATTERN 11' - 10" UNIT B2 UNIT C2 GATE GATE 220' - 7 1/2" 11' - 10" 12' - 1" 13' - 0" 28' - 4 1/2" FACADE PLA 1. THIS FACADE PL REVIEW AND APP 2. ALL MECHANICA ZONING ORDINAN 3. WHEN PERMITTE THE BUILDING. 4. ALL SIGNAGE AR SERVICES. 5. AN ONSITE MOCK BE INSTALLED AN PLACED ON THE 6. AN APPROVED F 7. WINDOWS AND O FACADE MATERIAL CALCULATIONS -BLDG 15 TOTAL SURFACE AREA: BRICK: STONE: STUCCO: FC: MASONRY: TOTAL w/WINDOWS: TOTAL GLAZING: WINDOWS: STOREFRONT: WEST: 8,007 SF 6,243 SF - 78% 925 SF - 12% 455 SF - 6% 384 - 4% 90% 10,793 SF 2,636 SF - 24% 2,636 SF - 100% EAST: 8,721 SF 7,500 SF - 86% 548 SF - 6% 321 SF - 4% 352 SF - 4% 92% 11,166 SF 2,445 SF -22% 2,445 SF -100% SOUTH: 5,553 SF 4,432 SF - 80% 544 SF - 10% 239 SF - 4% 338 SF - 6% 90% 6,915 SF 1,362 - 20% 1,362 - 100% NORTH: 5,475 SF 4,384 SF - 80% 526 SF - 10% 242 SF - 4% 323 SF - 6% 90% 8,315 SF 2,840 SF - 34% 1,081 SF - 38% 1,759 SF - 62% **MIN 15% WINDOWS AT PUBLIC STREETS BRST-1 ST-1 BR 3 ST 1 MTL RAILING (PNT 2), TYP. T.O. PARAPET ROOFTOP CONDENSING UNITS FC 4 GATE 0 11' - 8" 11' - 9" 11' - 0"
BR-1 (DIMENSIONAL BRICK) RUNNING BOND MARBLE GRAY - ACME BRICK ST-1 (3-STEP STUCCO) PNT-1 ST-2 (3-STEP STUCCO) PNT-2 ** ALL STUCCO SHALL BE SMOOTH SANTA BARBARA FINISH PNT-1 SW
WHITE PNT-2 SW
URBANE
7005 PURE
7048
ERALL NORTH 1/16" = 1'-0" 1 BLDG 1 1/16" = 1'-0"
BLDG 15 -OVERALL WEST
EXTERIOR FACADES
THIS PROCESS WAS NOT EASY AND IT INVOLVED A LOT OF BACK AND FORTH WITH THE CLIENTS, THE CITY, AND OUR FIRM. UNWILLING TO COMPROMISE OUR ORIGINAL DESIGNS COMPLETELY, THE CITY WAS PUSHING FOR A MORE CONSERVATIVE APPROACH FROM THE PD.
THE CITY OF FRISCO REQUIRES THIER BUILDINGS TO HAVE 90% MASONRY, AS WELL AS PLENTIFUL MOTIFS AND DECORATIVE BANDING. A MAIN OBJECTIVE WAS TO LEAVE NO WALLS EMPTY. ANOTHER CITY REQUIREMENT WAS TO HAVE A POP OF COLOR ON THE GROUND LEVEL STOREFRONT PANELS. THIS WOULD SOMEWHAT MIRROR THE BUILDINGS ACROSS THE STREET TO ACHIEVE A MORE UNIFIED LOOK AND CONSISTANCY THROUGHOUT THE PROJECT.
BUILDING 17
BUILDING 15 BUILDING 17 INTERIM REVIEW DOCUMENTS This document is preliminary and is not intended for Regulatory Approval, Permit, or Construction Purposes. This document is issued under the authority of Fernando J. Andrade, 17868 on ON PGA PKWY PHASE IV U , BLOCK A, LOT 4 75078 09/06/22
Unnamed 12/12/2022 FACADE PLAN SUBMITTAL
ALONG WITH THE FACADES, I HAD ING 17 BELOW, IS A FOUR STOR PARKING GARAGE, A LEASING CE OTHER ANCILLARY SPACES. THE C ROOMS. I WAS ABLE TO ACHIEVE SITE PLAN, WHILE PROVIDING AD SELF, WAS THAT ACCORDING TO 20 ERS. EACH CORRIDOR MUST BE RA
PROG
PRIVATE SPACES PUBLIC SPACES HORIZONTAL CIRCULATION VERTICAL CIRCULATION A2 A2
B2 B4
DOG WASH STORAGE
A2
A3 B2 B2 A3 A3 B2
FITN
CLUB
LEASING MAIL STAIR ELEV.
RAM OVERVIEW
THE RESPONSIBILITY OF CREATING THE PROGRAMMING OF BUILDINGS 15 AND 17. BUILDRY, 184 UNIT, GARDEN-STYLE BUILDING WITH AMENITIES SUCH AS AN UNDERGROUND ENTER, MAILROOM, FITNESS CENTER, CLUBHOUSE, BIKE STORAGE, DOG WASH, AND CLIENT REQUESTED 60% OF THE UNITS BE ONE BEDROOM AND 40% BE TWO/THREE BEDTHIS BY CONFIGURING 112 ONE BEDROOMS AND 72 TWO/THREE BEDROOMS INTO THIS DEQUATE ROOM FOR THE PUBLIC SPACES. ANOTHER CHALLENGE THAT PRESENTED IT018 IFC LA SEC. 503.1.4, THE BUILDING REQUIRES TWO COURTYARD ACCESSIBLE CORRIDATED 2 HOURS. THESE ARE LOCATED AT THE NORTHEAST CORNER AND SOUTH FACADE.
A1 A1 2A 2A A3 A3 B2 B2 4B 4B A2 A2 A2 B2 A3 A3 2B 2B 3A
RISERROOM
BIKES NESS
GARAGE ENYRY STAIR STAIR ELEV . STAIR
MAINTINENCE TRANSFORMERS
UNDERGROUND
ESSILOR
FARMER’S BRANCH,
TX
LUXOTTICA
THE MERGING OF THE ACCLAIM OTTICA, DESIRED A NEW AND E LATING WITH BOTH BRANDS FIED, THE ESSILORLUXOTTICA BRIDGE AND SIX BUILDINGS, F
iTC BUILDING
THE PROJECT CONSISITS OF THE PARTIAL RENOVATION OF THE FIRST FLOOR WITH AN APPROXIMATE 31,880 GROSS SF OF AN EXISTING TWO STORY TECHNOLOGY FACILITY AND OFFICE BUILDING.
OCCUPANY CLASSIFICATION : GROUP F-1 & B CONSTRUCTION CLASSIFICATION : TYPE II-B
OMEGA BUILDING
THIS OMEGA BUILDING CONSISTS OF EXTERIOR AND INTERIOR RENOVATIONS OF AN EXISTING 21,800 SF, TWO STORY OFFICE BUILDING.
OCCUPANY CLASSIFICATION : GROUP B CONSTRUCTION CLASSIFICATION : TYPE II-B
CONFERENCE CENTER & OFFICE BUILDING
THE CONFERENCE CENTER AND OFFICE BUILDING IS A FIVE STORY PROPOSED BUILDING THAT OVERLOOKS THE HIGHWAY.
THIS BUILDING IS STILL IN THE SCHEMATIC DESIGN PHASE.
MED BRANDS, ESSILOR AND LUXEXPANSIVE CAMPUS IN DFW. COLTO ENSURE EACH WAS SATISMASTER PLAN INCLUDES A FOUR EXISTING AND TWO NEW.
CREEK VIEW
CREEKVIEW IS AN EXISTING THREE STORY BUILDING WHICH WENT THROUGH A COMPLETE RENOVATION AND CONNECTS TO THE NEW CONFERENCE CENTER. THE ENTIRE GROSS SF IS 111,560 SF.
OCCUPANY CLASSIFICATION : GROUP F-1 & B CONSTRUCTION CLASSIFICATION : TYPE II-B
NORTH CREEK
NORTH CREEK IS A 70,761 GROSS SF ONE STORY BUILDING. THIS BUILDING IS A MANUFACTURING FACILITY AND INCLUDES AN OFFICE SPACE.
OCCUPANY CLASSIFICATION : GROUP F-1 & B CONSTRUCTION CLASSIFICATION : TYPE II-B
OMEGA RENOVATION
EXTERIOR
THE EXISTING EXTERIOR ENVELOPE CONSTRUCTION IS COMPOSED OF CAST IN PLACE CONCRETE WITH ALUMINUM STOREFRONT SYSTEM. RENOVATIONS INCLUDE REPLACING STOREFRONT SYSTEM, AND FURRING OUT PORTIONS OF THE BUILDING WITH PRECAST CONCRETE PANELS, THIN PORCELAIN TILE, PERFORATED METAL AND FIBER CEMENT CLADDING.
J J.9 T.O. OPENING 109' -0" LEVEL 02 112' -6" B.O. OPENING 114' -0" T.O. OPENING 121' -6" T.O. CONC. PARAPET 128' -6" GROUND FLOOR 100' -0" T.O. NEW PARAPET 130' -2" 0" 3' 6" 1' 6" 7' 6" 0" 8" 24' 7" EXISTING CONC. SPANDREL BEAM, TO BE PAINTED EXISTING CONC. SPANDREL BEAM, TO BE PAINTED. PRECAST CONCRETE PANEL FIBER CEMENT SOFFIT PANEL ALUMINUM COMPOSITE PANEL FIBER CEMENT WALL PANEL BEYOND NEW TPO ROOF MEMBRANE OVER 1/2" COVERBOARD OVER -25 RIGID INSULATION EXISTING CONC. COLUMN, TO BE PAINTED ACM PANEL J.8 A6.101' 1" 6" NEW TPO ROOF MEMBRANE TO EXTEND OVER CONC. PARAPET AND UP TO BACK FACE OF PRECAST PANEL 3' 8" 3' 10" A6.10 14 A6.10 6" CFMF @ 16" O.C. A6.10 8 K.2 1 T.O. OPENING 109' -0" LEVEL 02 112' -6" B.O. OPENING 114' -0" T.O. OPENING 121' -6" T.O. CONC. PARAPET 128' -6" GROUND FLOOR 100' -0" 0" 7' 6" 1' 6" 3' 6" 0" NEW INSULATED GLASS ON ALUM. STOREFRONT SYSTEM NEW TPO ROOF MEMBRANE OVER 1/2" COVERBOARD OVER R-25 RIGID INSULATION EXISTING CONC. SPANDREL BEAM, TO BE PAINTED SLOPE EXISTING STRUCTURAL STEEL AND MTL. DECK TO REMAIN NEW INSULATED GLASS ON ALUM. STOREFRONT SYSTEM A7.22 1 A7.22 A7.22 3 T.O. NEW PARAPET 130' -2" CORRUGATED PERFORATED METAL PANEL STRUCTURAL STEEL, TO BE PAINTED PRECAST CONCRETE PANEL 8" STRUCTURAL STEEL, TO BE PAINTED EXISTING CONC. SPANDREL BEAM, TO BE PAINTEDNEW TPO ROOF MEMBRANE TO EXTEND OVER CONC. PARAPET AND UP TO BACK FACE OF PRECAST PANEL A7.22 7 A6.10 1 A6.10 2 6" 8" 15' 4" 8" 0" 1 T.O. OPENING 109' -0" LEVEL 02 112' -6" B.O. OPENING 114' -0" T.O. OPENING 121' -6" T.O. CONC. PARAPET 128' -6" GROUND FLOOR 100' -0" 0" 7' 6" 1' 6" 3' 6" 0" 5/8" MTL. STUD FRAMING @ 16" O.C. NEW TPO ROOF MEMBRANE OVER 1/2" COVERBOARD OVER R-25 RIGID INSULATION EXISTING CONC. SPANDREL BEAM SLOPE EXISTING STRUCTURAL STEEL AND MTL. DECK TO REMAIN T.O. NEW PARAPET 130' -2" PRECAST CONCRETE PANEL 8" EXISTING CONC. SPANDREL BEAM 5/8" MTL. STUD FRAMING @ 16" O.C. PRECAST CONCRETE PANEL A6.10 11 A6.10 19 A6.10NEW TPO ROOF MEMBRANE TO EXTEND OVER CONC. PARAPET AND UP TO BACK FACE OF PRECAST PANEL NEW CONC. WALL FOOTING, REF. STRUCT. RIGID INSULATION R-7.6 MIN. A6.10 18 copyright 201 Revisions Date: Drawn By Drawing Project N Checked Sheet Tit A5 2827-0 CP Checker WALL SE Project S 02-28-20 ESSILOR OMEGA OFFICE RENOVATION 1/2" = 1'-0" 1 WALL SECTION 1/2" = 1'-0" 2 WALL SECTION 1/2" = 1'-0" 3 WALL SECTION REV. EXTERIOR WALL SECTIONS
STOREFRONT DETAILS
B B C C CORRIDOR CAFETERIA EXISTING CONCRETE STRUCTURAL BEAM BACKER ROD W/ SEALANT, BOTH SIDES NEW ALUM. STOREFRONT SYSTEM 1 1/2"4 1/2"2" 5/8" GYP BD BATT INSULATION R-13 MIN. 3 5/8" MTL. STUD FRAMING @ 16" O.C. CORNER BEAD "L" CASING BEAD JOINT SEALANT 5 3/4" EXISTING CONCRETE STRUCTURAL BEAM BACKER ROD W/ WEEPS IN SEALANT @ 24" O.C. END DAMS 5/8" GYP BD BATT INSULATION R-13 MIN. 5/8" MTL. STUD FRAMING CORNER BEAD JOINT SEALANT ANODIZED SILL FLASHING, TO MATCH STOREFRONT SYSTEM 5 3/4" 4 1/2"2 1/2" NEW ALUM. STOREFRONT SYSTEM 5/8"3 5/8"1"1 1/2" 6" RIGID INSULATION R-7.6 MIN. WRAP EXPOSED ENDS OF INSULATION WITH R-SEAL 3000 TAPE, TYP XISTING CONCRETE OOR SLAB ACKER ROD W/ WEEPS IN EALANT @ 24" O.C. ND DAMS NODIZED SILL FLASHING, MATCH STOREFRONT SYSTEM EW ALUM. STOREFRONT YSTEM GROUND FLOOR 100' -0" EXISTING CONCRETE TILT WALL PANEL BACKER ROD W/ WEEPS IN SEALANT @ 24" O.C. END DAMS 5/8" GYP BD BATT INSULATION R-13 MIN. 3 5/8" MTL. STUD FRAMING CORNER BEAD JOINT SEALANT SAW CUT OPENING WITH 3/4" CHAMFER 5 1/4" 1/2"2 1/2" NEW ALUM. STOREFRONT SYSTEM 5/8"3 5/8"1 1/2" 1/2" ANODIZED SILL FLASHING, TO MATCH STOREFRONT SYSTEM WRAP EXPOSED ENDS OF INSULATION WITH R-SEAL 3000 TAPE, TYP WRAP EXPOSED ENDS OF INSULATION WITH R-SEAL 3000 TAPE, TYP BACKER ROD W/ SEALANT, BOTH SIDES NEW ALUM. STOREFRONT SYSTEM 5 1/4" 1/2"2 1/2" 5/8" GYP BD BATT INSULATION R-13 MIN. 5/8" MTL. STUD FRAMING CORNER BEAD "L" CASING BEAD JOINT SEALANT 5/8"3 5/8"1 1/2" 1/2" RIGID INSULATION R-7.6 MIN. EXISTING CONCRETE TILT WALL EXISTING CONCRETE COLUMN BACKER ROD W/ SEALANT, BOTH SIDES NEW ALUM. STOREFRONT SYSTEM 1 1/2"4 1/2"2" 5/8" GYP BD BATT INSULATION R-13 MIN. 3 5/8" MTL. STUD FRAMING @ 16" O.C. CORNER BEAD "L" CASING BEAD JOINT SEALANT 5 3/4" WINDOW SILL BELOW WRAP EXPOSED ENDS OF INSULATION WITH R-SEAL 3000 TAPE, TYP BACKER ROD W/ SEALANT, BOTH SIDES NEW ALUM. STOREFRONT SYSTEM 1/4" 4 1/2"2 1/2" 5/8" GYP BD BATT INSULATION R-13 MIN. 3 5/8" MTL. STUD FRAMING CORNER BEAD "L" CASING BEAD JOINT SEALANT 5/8"3 5/8"1 1/2" 6 1/2" RIGID INSULATION R-7.6 MIN. EXISTING CONCRETE TILT WALL WINDOW SILL BELOW EXISTING CONCRETE COLUMN BACKER ROD W/ SEALANT, BOTH SIDES NEW ALUM. STOREFRONT SYSTEM PRECAST CONCRETE PANEL 6" 1" EXISTING CONCRETE COLUMN BACKER ROD W/ SEALANT, BOTH SIDES NEW ALUM. STOREFRONT SYSTEM 5/8" GYP BD BATT INSULATION R-13 MIN. 3 5/8" MTL. STUD FRAMING @ 16" O.C. CORNER BEAD "L" CASING BEAD JOINT SEALANT 5 3/4" 4 1/2" WINDOW SILL BELOW 8" 5/8" 1/2" 5/8"6" 1/4" FLUID APPLIED MEMBRANE AIR BARRIER NICHIHA SINGLE FLANGE SEALANT BACKER 8 E DRA A NDO RN copyright 2018 © gsr andrade architects, inc. Revisions: Date: Drawn By: Drawing No. Project No. Checked By: Sheet Title: Dallas, Texas 75226 F 214.887.0559 A7.22 2827-0 CP Checker WINDOW DETAILS Project Status 02-28-20 ESSILOR OMEGA OFFICE RENOVATION 13515 N Stemmons Fwy Dallas, TX 75234 02/28/20 3" = 1'-0" 3 STOREFRONT HEAD 3" = 1'-0" 1 STOREFRONT SILL 3" = 1'-0" 4 STOREFRONT SILL -TILT WALL 3" = 1'-0" 6 STOREFRONT HEAD -TILT WALL 3" = 1'-0" 2 STOREFRONT JAMB 3" = 1'-0" 5 STOREFRONT JAMB -TILT WALL 3" = 1'-0" 9 STOREFRONT JAMB @ FIBER CEMENT PANEL REV. DATETITLE
CEILI WINDOW SHADE AT PERIMETER CUR EXISTING CONCRETE STRUCTURAL BEAM BACKER ROD W/ SEALANT, BOTH SIDES NEW ALUM. STOREFRONT SYSTEM 1 1/2"4 1/2"2" 5/8" GYP BD BATT INSULATION R-13 MIN. 5/8" MTL. STUD FRAMING @ 16" O.C. CORNER BEAD "L" CASING BEAD JOINT SEALANT 5 3/4" EXISTING CONCRETE STRUCTURAL BEAM BACKER ROD W/ WEEPS IN SEALANT @ 24" O.C. END DAMS 5/8" GYP BD BATT INSULATION R-13 MIN. 3 5/8" MTL. STUD FRAMING CORNER BEAD JOINT SEALANT ANODIZED SILL FLASHING, TO MATCH STOREFRONT SYSTEM 5 3/4" 4 1/2"2 1/2" NEW ALUM. STOREFRONT SYSTEM 5/8"3 5/8"1"1 1/2" 6" RIGID INSULATION R-7.6 MIN. WRAP EXPOSED ENDS OF INSULATION WITH R-SEAL 3000 TAPE, TYP XISTING CONCRETE LOOR SLAB ACKER ROD W/ WEEPS IN EALANT @ 24" O.C. ND DAMS NODIZED SILL FLASHING, MATCH STOREFRONT SYSTEM EW ALUM. STOREFRONT YSTEM GROUND FLOOR 100' -0" EXISTING CONCRETE TILT WALL PANEL BACKER ROD W/ WEEPS IN SEALANT @ 24" O.C. END DAMS 5/8" GYP BD BATT INSULATION R-13 MIN. 3 5/8" MTL. STUD FRAMING CORNER BEAD JOINT SEALANT SAW CUT OPENING WITH 3/4" CHAMFER 5 1/4" 4 1/2"2 1/2" NEW ALUM. STOREFRONT SYSTEM 5/8"3 5/8"1 1/2" 6 1/2" ANODIZED SILL FLASHING, TO MATCH STOREFRONT SYSTEM WRAP EXPOSED ENDS OF INSULATION WITH R-SEAL 3000 TAPE, TYP WRAP EXPOSED ENDS OF INSULATION WITH R-SEAL 3000 TAPE, TYP BACKER ROD W/ SEALANT, BOTH SIDES NEW ALUM. STOREFRONT SYSTEM 5 1/4" 4 1/2"2 1/2" 5/8" GYP BD BATT INSULATION R-13 MIN. 5/8" MTL. STUD FRAMING CORNER BEAD "L" CASING BEAD JOINT SEALANT 5/8"3 5/8"1 1/2" 6 1/2" RIGID INSULATION R-7.6 MIN. EXISTING CONCRETE TILT WALL EXISTING CONCRETE COLUMN BACKER ROD W/ SEALANT, BOTH SIDES NEW ALUM. STOREFRONT SYSTEM 1 1/2"4 1/2"2" 5/8" GYP BD BATT INSULATION R-13 MIN. 5/8" MTL. STUD FRAMING @ 16" O.C. CORNER BEAD "L" CASING BEAD JOINT SEALANT 5 3/4" WINDOW SILL BELOW WRAP EXPOSED ENDS OF INSULATION WITH R-SEAL 3000 TAPE, TYP BACKER ROD W/ SEALANT, BOTH SIDES NEW ALUM. STOREFRONT SYSTEM 5 1/4" 1/2"2 1/2" 5/8" GYP BD BATT INSULATION R-13 MIN. 3 5/8" MTL. STUD FRAMING CORNER BEAD "L" CASING BEAD JOINT SEALANT 5/8"3 5/8"1 1/2" 1/2" RIGID INSULATION R-7.6 MIN. EXISTING CONCRETE TILT WALL WINDOW SILL BELOW EXISTING CONCRETE COLUMN BACKER ROD W/ SEALANT, BOTH SIDES NEW ALUM. STOREFRONT SYSTEM PRECAST CONCRETE PANEL 6" 1" EXISTING CONCRETE COLUMN BACKER ROD W/ SEALANT, BOTH SIDES NEW ALUM. STOREFRONT SYSTEM 5/8" GYP BD BATT INSULATION R-13 MIN. 3 5/8" MTL. STUD FRAMING @ 16" O.C. CORNER BEAD "L" CASING BEAD JOINT SEALANT 5 3/4" 4 1/2" WINDOW SILL BELOW 8" 5/8" 1/2" 5/8"6" 1/4" FLUID APPLIED MEMBRANE AIR BARRIER NICHIHA SINGLE FLANGE SEALANT BACKER 6 8 7 ANDR NAND copyright 2018 © gsr andrade architects, inc. P 214.824.7040 Revisions: Date: Drawn By: Drawing No. Project No. Checked By: Sheet Title: Dallas, Texas 75226 F 214.887.0559 A7.22 2827-0 CP Checker WINDOW DETAILS Project Status 02-28-20 ESSILOR OMEGA OFFICE RENOVATIO 13515 N Stemmons Fwy Dallas, TX 75234 02/28/20 3" = 1'-0" 3 STOREFRONT HEAD 3" = 1'-0" 1 STOREFRONT SILL 3" = 1'-0" 4 STOREFRONT SILL -TILT WALL 3" = 1'-0" 6 STOREFRONT HEAD -TILT WALL 3" = 1'-0" 2 STOREFRONT JAMB 3" = 1'-0" 5 STOREFRONT JAMB -TILT WALL 3" = 1'-0" 9 STOREFRONT JAMB @ FIBER CEMENT PANEL REV. STOREFRONT HEAD AT TILT WALL STOREFRONT SILL AT TILT WALL EXISTING CONCRETE STRUCTURAL BEAM BACKER ROD W/ SEALANT, BOTH SIDES NEW ALUM. STOREFRONT SYSTEM 1 1/2"4 1/2"2" 5/8" GYP BD BATT INSULATION R-13 MIN. 5/8" MTL. STUD FRAMING @ 16" O.C. CORNER BEAD "L" CASING BEAD JOINT SEALANT 5 3/4" EXISTING CONCRETE STRUCTURAL BEAM BACKER ROD W/ WEEPS IN SEALANT @ 24" O.C. END DAMS 5/8" GYP BD BATT INSULATION R-13 MIN. 3 5/8" MTL. STUD FRAMING CORNER BEAD JOINT SEALANT ANODIZED SILL FLASHING, TO MATCH STOREFRONT SYSTEM 5 3/4" 4 1/2"2 1/2" NEW ALUM. STOREFRONT SYSTEM 5/8"3 5/8"1"1 1/2" 6" RIGID INSULATION R-7.6 MIN. WRAP EXPOSED ENDS OF INSULATION WITH R-SEAL 3000 TAPE, TYP NG CONCRETE SLAB ROD W/ WEEPS IN NT @ 24" O.C. AMS ZED SILL FLASHING, TCH STOREFRONT SYSTEM LUM. STOREFRONT GROUND FLOOR 100' -0" EXISTING CONCRETE TILT WALL PANEL BACKER ROD W/ WEEPS IN SEALANT @ 24" O.C. END DAMS 5/8" GYP BD BATT INSULATION R-13 MIN. 3 5/8" MTL. STUD FRAMING CORNER BEAD JOINT SEALANT SAW CUT OPENING WITH 3/4" CHAMFER 5 1/4" 4 1/2"2 1/2" NEW ALUM. STOREFRONT SYSTEM 5/8"3 5/8"1 1/2" 6 1/2" ANODIZED SILL FLASHING, TO MATCH STOREFRONT SYSTEM WRAP EXPOSED ENDS OF INSULATION WITH R-SEAL 3000 TAPE, TYP WRAP EXPOSED ENDS OF INSULATION WITH R-SEAL 3000 TAPE, TYP BACKER ROD W/ SEALANT, BOTH SIDES NEW ALUM. STOREFRONT SYSTEM 5 1/4" 4 1/2"2 1/2" 5/8" GYP BD BATT INSULATION R-13 MIN. 5/8" MTL. STUD FRAMING CORNER BEAD "L" CASING BEAD JOINT SEALANT 5/8"3 5/8"1 1/2" 6 1/2" RIGID INSULATION R-7.6 MIN. EXISTING CONCRETE TILT WALL EXISTING CONCRETE COLUMN BACKER ROD W/ SEALANT, BOTH SIDES NEW ALUM. STOREFRONT SYSTEM 1 1/2"4 1/2"2" 5/8" GYP BD BATT INSULATION R-13 MIN. 5/8" MTL. STUD FRAMING @ 16" O.C. CORNER BEAD "L" CASING BEAD JOINT SEALANT 5 3/4" WINDOW SILL BELOW WRAP EXPOSED ENDS OF INSULATION WITH R-SEAL 3000 TAPE, TYP BACKER ROD W/ SEALANT, BOTH SIDES NEW ALUM. STOREFRONT SYSTEM 5 1/4" 1/2"2 1/2" 5/8" GYP BD BATT INSULATION R-13 MIN. 3 5/8" MTL. STUD FRAMING CORNER BEAD "L" CASING BEAD JOINT SEALANT 5/8"3 5/8"1 1/2" 1/2" RIGID INSULATION R-7.6 MIN. EXISTING CONCRETE TILT WALL WINDOW SILL BELOW STING CONCRETE LUMN CKER ROD W/ ALANT, BOTH SIDES ALUM. STOREFRONT STEM ECAST CONCRETE NEL 6" 1" EXISTING CONCRETE COLUMN BACKER ROD W/ SEALANT, BOTH SIDES NEW ALUM. STOREFRONT SYSTEM 5/8" GYP BD BATT INSULATION R-13 MIN. 3 5/8" MTL. STUD FRAMING @ 16" O.C. CORNER BEAD "L" CASING BEAD JOINT SEALANT 5 3/4" 4 1/2" WINDOW SILL BELOW 8" 5/8" 1/2" 5/8"6" 1/4" FLUID APPLIED MEMBRANE AIR BARRIER NICHIHA SINGLE FLANGE SEALANT BACKER 68 17 RA A DO RN copyright 2018 © gsr andrade architects, inc. P 214.824.7040 Revisions: Date: Drawn By: Drawing No. Project No. Checked By: Sheet Title: Dallas, Texas 75226 F 214.887.0559 A7.22 2827-0 CP Checker WINDOW DETAILS Project Status 02-28-20 ESSILOR OMEGA OFFICE RENOVATION 13515 N Stemmons Fwy Dallas, TX 75234 02/28/20 3" = 1'-0" 3 STOREFRONT HEAD 3" = 1'-0" 1 STOREFRONT SILL 3" = 1'-0" 4 STOREFRONT SILL -TILT WALL 3" = 1'-0" 6 STOREFRONT HEAD -TILT WALL 3" = 1'-0" 2 STOREFRONT JAMB 3" = 1'-0" 5 STOREFRONT JAMB -TILT WALL 3" = 1'-0" 9 STOREFRONT JAMB @ FIBER CEMENT PANEL REV. DATETITLE STOREFRONT JAMB AT FIBER CEMENT PANEL
THE MAIN ELEMENTS INCORPORATED INTO THE INTERIOR ARE THE FLOOR TO CEILING GLAZING, WOOD SLAT CEILINGS, AND A POP OF COLOR IN THE SHARED SPACES. ALL OF THE CONFERENCE ROOMS, COLLABORATION SPACES, TELEPHONE ROOMS, AND QUIET ROOMS INCLUDE STOREFRONT WINDOWS. THIS BRINGS AN OPEN AND CONNECTED FEEL TO THE REST OF THE OFFICE SPACE. WHICH IS CONTINUED THROUGHOUT THE ENTIRE FLOOR.
IN COLLABORATION WITH THE CLIENTS, I HAD COMPLETE FREEDOM TO DESIGN THE ENTIRE INTERIOR SPACE.
INTERIOR
A ENTRANCE NG DETAILS WOOF BAFFLES AND LIGHT FIXTURE RTAIIN TRACK POCKET
A
TIPSY HOU
BARK +
UND LOUNGE
+ BUILD
BARK + BUILD
BARK + BUILD, HOSTED BY AIA DALLAS, TEXO, AND SPCA, IS A DOGHOUSE DESIGN/BUILD COMPETITION BETWEEN PROFESSIONAL TEAMS CONSISTING OF ARCHITECTS AND CONTRACTORS. THE FORMAT REPRESENTS THE TYPICAL DESIGN/BUILD PROCESS WHERE THE ARCHITECT PRODUCES A DESIGN/CONSTRUCTION DRAWINGS AND THE CONTRACTOR BUILDS IT. THE DOGHOUSES ARE ON DISPLAY AT NORTHPARK CENTER DURING THE THANKSGIVING HOLIDAY. DONATIONS AND PROCEEDS GO TO SPCA OF TEXAS.
DESIGN OVERVIEW
UNDER THE “FURR-NITURE” CATEGORY, THE TIPSY HOUND LOUNGE IS THE GO-TO SPOT IN YOUR HOME. AT THE TIPSY HOUND LOUNGE, YOUR FURRY COMPANION CAN LOUNGE AT YOUR FEET WHILE YOU POUR A GLASS OF YOUR FAVORITE RED BLEND. THE SLEEK, YET STURDY DESIGN OF THE TIPSY HOUND LOUNGE FEATURES STORAGE OF YOUR VINTAGE WINE BOTTLES AND GLASSES, WHILE ACCOMMODATING FOR YOUR PUP’S NEED TO BE SEEN BY YOU. DESIGNED AFTER DALLAS’ INFAMOUS MARGARET HUNT HILL BRIDGE, THE DOG BED ENCLOSURE CREATES A LIMBO BETWEEN CURIOSITY AND PRIVACY, WHILE BENEATH THE CANINE’S BED IS A RETRACTABLE DRAWER FEATURE FOR DOGGY EATING AND DRINKING. THIS IS NOT ONLY AN ENJOYABLE SPOT FOR YOU, BUT FOR YOUR PET TOO!
FRONT SIDE REAR
