EQUIPMENT NUMBER

REFERENCE POINTBLDG. HEIGHT

REVISION NUMBER

DETAIL SHEET

DETAIL NUMBER

DIRECTION OF DETAIL

XXX 000 EQUIPMENT / FIXTURE NUMBER (M.E.P.)

SHEAR WALL TYPE (STRUCTURAL)

INTERIOR ELEVATION DESIGNATION

BLDG. SECTION SHEET

X

KEY NOTE

EXTERIOR WALL FINISH NUMBER

WINDOW NUMBER / DECOR ITEM NUMBER

DOOR NUMBER

ELEV. SHEET

ELEV. LETTER

BLDG. SECTION LETTER

8'-4"

NAME

CEILING HEIGHT

ELEVATION NUMBER

ROOM NAME

SHEET NUMBER

GENERAL DRAWING SYMBOLS

VICINITY MAPPROJECT GENERAL NOTES

PROJECT DIRECTORY

SHEET INDEX

REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFIC SYMBOLS

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

X

X

XAX.X

XAX.X

XAX.X

0'-0"ELEV

XX ROOM FINISH NUMBER

XAX.X

1

2

3

4

X-000

X

X

X

TACO BELL

ALL WORK SHALL CONFORM TO THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE, AND ALL OTHERAPPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE CITY OF SAN ANTONIO AND COUNTY OF BEXAR.

IT IS INTENDED THAT A COMPLETE OCCUPIABLE BUILDING PROJECT IS PROVIDED.

NOT USED.

DRAWINGS ARE BASED ON A SURVEY, DATED JULY 22, 2016 PREPARED BY JOEL CHRISTIAN JOHNSON AND ISINCLUDED IN THESE DOCUMENTS.

THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS OF A GEOTECHNICALINVESTIGATION DATED 10 JANUARY 2013 BY O'CONNER AND KEEZAR. THE REPORT IS PART OF THESECONTRACT DOCUMENTS, AND THE CONTRACTOR IS RESPONSIBLE FOR CARRYING OUT ITSRECOMMENDATIONS, THOUGH SOME MAY NOT BE SPECIFICALLY DETAILED ON THE PLANS.

DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANYDISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TOSTARTING WORK.

ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY THE CONSTRUCTION MANAGER, IN WRITING, PRIORTO INSTALLATION.

RETAIN THE PROJECT GEOTECHNICAL ENGINEER TO PROVIDE OBSERVATION AND TESTING SERVICES DURINGTHE GRADING (INCLUDING UTILITY TRENCHES) AND FOUNDATION PHASE OF CONSTRUCTION ASRECOMMENDED IN THE GEOTECHNICAL REPORT. ALL TESTING AND INSPECTION REPORTS, INCLUDING FINALSUMMATION LETTER, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND OWNER. G.C. SHALL CERTIFYPAD ELEVATION PRIOR TO START OF FOUNDATION WORK.

SUBMIT PAY FEES AND OBTAIN ALL PERMITS ASSOCIATED WITH THE PROJECT EXCEPT GENERAL BUILDINGPERMIT (IF APPLICABLE). THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, FIRESPRINKLER, HOOD ANSUL, OR OTHER RELATED FIRE PERMITS, ENCROACHMENT PERMIT, ETC. YUM BRANDSWILL PAY FOR "CONNECTION FEES" ASSOCIATED WITH UTILITY PERMITS. PAY FOR TEMPORARY FACILITIES FEESAS REQUIRED TO COMPLETE THE WORK IN A TIMELY MANNER.

PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY-PERMITTED DRAWING SET AT TIME OFCONSTRUCTION.

ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ABBREVIATIONSARE NOT CLEAR.

GC SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS DRAWING SET UNLESSOTHERWISE NOTED. SEE SCOPE OF WORK FOR EXCEPTIONS.

GRAPHIC AND WRITTEN INFORMATION ON DRAWINGS SHALL BE COORDINATEDWITH ALL TRADES PRIOR TO INSTALLATION.

ALL MATERIALS STAGED TO BE USED FOR CONSTRUCTION SHALL BE PROTECTED FROM EXCESSIVE MOISTURE.IF THEY ARE EXPOSED TO MOISTURE THEY SHOULD BE ADEQUATELY DRIED BEFORE ENCAPSULATED INTO THEBUILDING.

ALL PAINTS, ADHESIVES, COATINGS AND SEALANTS USED INSIDE THE BUILDING SHALL HAVE A LOW VOCCONTENT.

TITLE/SITET1.0 TITLE SHEET

CIVIL

C1.0 SITE DETAILSC1.1 SITE DETAILS

STRUCTURAL

S1.0A FOUNDATION PLANS4.0 STRUCTURAL DETAILS FOUNDATION

ARCHITECTURALA1.0 FLOOR PLANA1.1 DOOR & WINDOW ELEVATIONS & SCHEDULESA2.0 EQUIPMENT AND SEATING PLANA2.1 EQUIPMENT SCHEDULEA3.0 ROOF PLANA4.0 EXTERIOR ELEVATIONSA4.1 EXTERIOR ELEVATIONSA5.0 WALL SECTIONSA5.1 WALL SECTIONSA5.2 WALL SECTIONSA6.0 CONSTRUCTION DETAILS EXTERIORA6.1 CONSTRUCTION DETAILS DOOR / WINDOWA6.2 CONSTRUCTION DETAILS WALLA6.3 FINISH DETAILSA6.4 CONSTRUCTION DETAILS INTERIORA7.0 FLOOR FINISH PLANA7.1 REFLECTED CEILING PLANA7.2 FINISH SCHEDULEA8.0 INTERIOR ELEVATIONS DINING ROOMA8.1 INTERIOR ELEV. ENLARGED RESTROOM & OFFICE PLANA8.2 INTERIOR ELEVATIONS KITCHENA8.3 INTERIOR ELEVATIONS KITCHEN

ACCESSIBILITYADA1.0 ACCESSIBILITY REQUIREMENTSADA1.1 ACCESSIBILITY REQUIREMENTS

MECHANICALM1.0 MECHANICAL SCHEDULES AND NOTESM2.0 DUCT AND DIFFUSER PLANM3.0 HOOD DRAWINGS PLANS AND SECTIONS

M5.0 INSTALLATION START-UP PRE-COMM CHECKLIST

PLUMBINGP1.0 PLUMBING SCHEDULES AND NOTES

P3.0 WATER AND GAS PLANP4.0 PLUMBING ROUGH-IN PLANP5.0 RISER DIAGRAMSP6.0 PLUMBING DETAILS

ELECTRICALE1.0 SITE ELECTRICAL PLANE2.0 RISER DIAGRAM AND LEGENDE2.1 PANEL SCHEDULES AND LOAD SUMMARY

E3.0 POWER FLOOR PLANE3.1 ENLARGED POWER PLAN AND DETAILSE3.2 POWER ROOF PLANE4.0 LIGHTING PLAN AND SCHEDULEE5.0 COMMUNICATIONS PLANE6.0 ELECTRICAL DETAILSE7.0 ELECTRICAL DETAILS

SCOPE OF WORKSW1.0 SCOPE OF WORK MATRIX

SPECIFICATIONSIN BOOK FORMAT

DRIVE THRU RESTAURANTEXPLORER LITE MEDIUM40

GREEN

INDICATES SUSTAINABLE DESIGN

GREEN

GREEN

REVISIONS

BUILDING AREA: 2,053 S.F. GROSS

SEATING: 40 INTERIOR,

OCCUPANCY: A2

TYPE CONSTRUCTION: TYPE VB - UNPROTECTED

REFER TO CIVIL DRAWINGS.

WIND SPEED: 90 M.P.H. / EXPOSURE B

EARTHQUAKE ZONE: 0

ROOF LIVE LOAD: 25 P.S.F.

LEGAL DESCRIPTION

DESIGN CRITERIA

PROJECT SUMMARY

TYPE AREA FACTOR OCCUPANTSDINING ROOM 730.07 S.F. 1:15 SF 49KITCHEN 754.79 S.F. 1:200 SF 4OFFICE 73.82 S.F. 1:100 SF 1ACCESSORY STORAGE 148.29 S.F. 1:300 SF 1RESTROOMS & PASSAGE 193.56 S.F. 0 0

TOTAL 55

AREA AND OCCUPANT LOAD

# PHONE LINES: 25 PAIR CABLE IN 2" CONDUIT

ELECTRIC SERVICE: 600 AMPS / 3 PHASE / 120-208 VOLT

GAS: 785,000 BTUH

CURRENT ZONING: XXXXX

G1.0 GREEN CHECKLIST SHEET

E2.2 ELECTRICAL SCHEDULES

C-0.0 COVER SHEET

G2.0 TRASH ENCLOSURE DETAILS

M4.0 MECHANICAL AND HOOD DETAILS

MP1.0 MP ROOF PLAN

P2.0 WASTE AND VENT PLAN

SAN ANTONIO, TX

OWNERSan Antonio Tacos, LLCJeff Moosa7 Village Circle, Suite 300Westlake, TX  76262817.693.5120 (o)

ARCHITECTROGUE ARCHITECTS, LLC513 MAIN STREET, SUITE 200FORT WORTH, TX 76102827.830.0433DON J RORSCHACH

STRUCTURAL ENGINEERDevon J. York, P.E.York Engineering Services, PLLC6409 Route 66, Watauga, TX 76148P: 817.266.2042F:  888.316.4814

MECH. / ELEC. ENGINEERThe Dimension Group10755 Sandhill RoadDallas, TX 75238PH: (214) 343-9400

STRUCTURAL ENGINEERPREF FABRICATEDBUILDINGFULLERTON BUILDING SYSTEMS, INC.PO BOX 30834620 250TH STREETWORTHINGTON, MN 56187(507)376-3128

CIVIL ENGINEERStantec Consulting Services, Inc.70 NE Loop 410Suite 1100San Antonio, TX 78216Jason Link (210)525-9090

LEGAL JURISDICTION: CITY OF SAN ANTONIO

BUILDING CODE: 2015 International Building Code

2015 International Mechanical Code

2015 International Plumbing Code

2015 International Existing Building Code

2015 International Fuel Gas Code

2015 International Fire Code

2015 International Energy Conservation Code*

2014 National Electric Code

TACO BELL PROJECTSITE

C-0.0 COVER SHEETC-0.1 GENERAL NOTESC-1.0 EXISTING CONDITIONS AND DEMO PLANC-2.0 EROSION AND SEDIMENTATION CONTROL PLANC-3.0 SITE PLANC-3.1 SITE PLAN DETAILSC-4.0 GRADING AND DRAINAGE PLANC-5.0 PAVING PLANC-6.0 FIRE PROTECTION PLANC-7.0 UTILITY PLANC-7.1 UTILITY DETAILSL1 LANDSCAPE PLANL2 IRRIGATION PLANL3 IRRIGATION DETAILS

PREFABRICATED BUILDINGS0.0 COVERSHEETS1.0 ANCHOR BOLT PLANS2.0 WALL FRAMING PLANS2.0B WINDOW AND DOOR SCHEDULES3.0 ROOF FRAMING PLANS4.0 EXTERIOR ELEVATIONS4.1 EXTERIOR ELEVATIONS5.0 WALL SECTIONSS5.1 WALL SECTIONSS5.2 WALL SECTIONS

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

TACO BELL

4627 West Commerce StreetSan Antonio, TX 78237

EXPLORER LITE

10 07 2016

EXP. LITE MED40

MAY 3, 2016

TBA

TBA

MEDIUM40

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T1.0TITLE SHEET

Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of

authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

Consultants

Notes

Vicinity Map

Permit-SealChkd.Dwn. Dsgn. YY.MM.DD

File Name:

ByIssued Appd. YY.MM.DD

ByRevision Appd. YY.MM.DD

ORIGINAL SHEET - ARCH D

Drawing No.

Scale

Revision

Title

Client/Project

Project No.

Sheet

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www.stantec.comTel.

Stantec70 NE Loop 410, Suite 1100San Antonio, Texas

210.525.9090

LEGAL DESCRIPTION:A 0.885 ACRE TRACT SITUATED IN THE CITY OF SAN ANTONIO, BEXAR COUNTY, TEXAS, BEINGLOT 51, BLOCK 13, NCB 8252, LISA'S MEXICAN RESTAURANT, A SUBDIVISION OF RECORD INVOLUME 9589, PAGE 34 OF THE DEED AND PLAT RECORDS OF BEXAR COUNTY, TEXAS

BENCHMARKS:BM TY-260 RAILROAD SPIKE IN POWER POLE IN THE NORTHERLY RIGHT OF WAY OFCOMMERCE STREET, ±300' EAST OF GENERAL MCMULLEN.ELEV=687.40'(AS PER SITE PLAN FROM MDN ARCHITECTS)

BM TY-261 RAILROAD SPIKE IN POWER POLE IN THE NORTHERLY RIGHT OF WAY OFCOMMERCE STREET, ±450' EAST OF GENERAL MCMULLEN.ELEV=685.94'(AS PER SITE PLAN FROM MDN ARCHITECTS)

TACO BELL WEST COMMERCE

SAN ANTONIO, TEXAS

EROSION AND SEDIMENTATIONCONTROL PLAN

222310447 1"=20'

C-2.0 XX 0

VICINITY MAPN.T.S

SAN ANTONIO, TEXAS

N

RIGHT SIDE ELEVATION 1/4"=1'-0" A

GENERAL NOTES F

KEY NOTES D

ITEM DESCRIPTIONQTYV-XXX ELEC

V-322 2 TACO BELL 'BELL' SIGN 4'-10 1/2"W x 4'-2"H X

SIGN SCHEDULE N.T.S. C

SEE SHT A1.1 "WINDOW TYPES" FOR WINDOW ELEVATIONS.

SEALANT AT ALL WALL AND ROOF PENETRATIONS.SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND JAMB. DO NOT SEAL SILL @WINDOWS.APPLY NEOPRENE GASKET (CONT.) BETWEEN BUILDING & CANOPY.

REQUIRED CLEAR OPENING WIDTH TO ENSURE COORDINATION WITH STANDARDSIGNAGE/ BUILDING ELEMENTS DIMENSIONS.

MISCELLANEOUSA.

SEALERS (REFER TO SPECS):A.B.

C.

"CRITICAL" DIMENSIONS:A.

V-349 3 TACO BELL LETTERS 12" HIGH, WHITE, FLAT FACED X

STOREFRONT, TYPICAL.

BUILDING SIGN, BY VENDOR. REQUIRES ELECTRICAL, SEE ELECTRICAL PLANS.

SWITCH GEAR. PAINT TO MATCH WALL.

1

2

3

4

5

6

DASHED LINE INDICATES ROOF BEYOND.

DRIVE THRU WINDOW. SEE SHEET A1.0 AND A1.1.

TUBE STEEL POST. SEE STRUCTURAL DWGS.

NOT USED.7

8

ASSUME D/T LANE SURFACE IS 6" BELOW THE FINISH FLOOR.9

10

11

12

13

BENCH14

GAS SERVICE.15

CO2 FILLER VALVE & COVER. SEE DETAIL 5/A6.2 SIM.

WALL SHALL BE FINISHED PRIOR TO INSTALLATION OF SWITCHGEAR.

CONCRETE CURB.

17

18

19

20

21

22

16

PARAPET COPING. IF DURO-LAST EDGE TRIM IS USED. USE THE DURO-LASTPRE-FINISHED EDGE TRIM. SEE DETAIL 2/A6.0.

SCUPPER, COLLECTOR, AND VERTICAL DOWNSPOUT 6" MIN.PAINT TO MATCH ADJACENT WALL.

LIGHT SCONCE. ALIGN BOTTOM OF FIXTURE'S MOUNTING BRACKET WITHEIFS REVEAL / CHANGE IN EIFS THICKNESS.

TOWER WITH METAL PANEL FINISH.

BREAK METAL COVER OVER WOOD STUDS TO MATCH STOREFRONT. SEE 3/A6.1

OVERFLOW SCUPPER, SEE ROOF PLAN.

WOOD RAFTERS. SEE STRUCTURAL DWGS.

REFER TO GRADING & SITE PLAN.

23 BOLLARD

24 DUROLAST SINGLE MEMBRANE ROOFING OR EQUAL.

25 IF THE DURO LAST PARAPET CAP TRIM IS USED IT SHALL NOT BE PAINTED.

NOT USED.

RTU BEYOND. PAINT TO MATCH MAIN BUILDING COLOR.

EXTERIOR FINISH SCHEDULE H

NOTE: NO EXTERIOR SIGNS ARE WITHIN THE SCOPE OF WORK COVERED BY THE BUILDINGPERMIT APPLICATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING THE INSTALLATION OF ALL EXTERIOR SIGNS AND INSTALLATION OFREQUIRED BLOCKING AND ELECTRICAL CONNECTIONS FOR FINAL APPROVED SIGNS.

GENERAL NOTES F

WINDOWS.APPLY NEOPRENE GASKET (CONT.) BETWEEN BUILDING & CANOPY.

SIGNAGE/ BUILDING ELEMENTS DIMENSIONS.

A.B.

C.

A.

AREA

10 AWNING, PATIO ROOF, COOLER WALL BERRIDGE S-DECK PREWEATHERED GALVALUME

COLORSYMBOL MANUFACTURER ALTERNATE COLORALTERNATE MFR.

1 CANOPY RAFTER/ BEAM PAINT SHERWIN WILLIAMS SW3022 "WOODSCAPES BLACK ALDER" SHERWIN WILLIAMS: BRAD HARRINGTON, 216-228-54988 (PHONE),BRAD.E.HARRINGTON@SHERWIN.COM (EMAIL)

CONTACT INFORMATION

DURO-LAST: LEE COBB, 800-434-3876 (PHONE)

7 STOREFRONT WINDOWS TBD CLEAR ANODIZED

8 PIPE BOLLARDS STREET SMART YELLOW - 1/4" THICK PLASTIC COVER (US.POSTMAN.COM) OR EQUAL

9 PARAPET BACK ROOFING DUROLAST THE COLOR SHALL BE FACTORY COLORED "TAN." EQUAL ALTERNATE ALLOWED.

16 METAL PANELS 18" A606-4 RUSTWALL PANELS

4 PARAPET CAP (FRONT) DURALAST SHERWIN WILLIAMS SW6832 "IMPULSE PURPLE" EGGSHELL (P-4)

15 NOT USED

25

DA5.1

BA5.1

AA5.1

417

5

6

7

13

4

83

1

TYP. 12

12

12

20

16BEYOND

26 WOOD HEADER BEAM. SEE STRUCTURAL DWGS.

17BEYOND.

19

27 PATIO WALL, SEE DETAIL 20/A6.2

28 CONTINUOUS LIGHT FIXTURE RUNNER ON PATIO WALL, BY OTHERS.

29 STOREFRONT DOOR. REFER TO DOOR SCHEDULE.

30 HOSE BIBB LOCATION. REFER TO PLUMBING AND DETAIL 8/A6.2

14

V-349

31

3 PARAPET CAP (TOWER) DUROLAST MEDIUM BRONZE (FACTORY FINISH) SHERWIN WILLIAMS SW 7069 "IRON ORE"25

32 METAL AWNING - BY OTHERS

NOTE: SIGNAGE UNDER SEPARATE PERMIT

2 CANOPY COLUMN PAINT SHERWIN WILLIAMS SW 7062 ROCK BOTTOM

GUTTER AND DOWNSPOUT. PAINT TO MATCH COLUMN

WESTERN STATESMETAL ROOFING

18'-10"T.O. PARAPET FRAMING

13'-10"T.O. COOLER

0'-0"T.O. SLAB

21'-6"T.O. PARAPET FRAMING

24'-0"T.O. TOWER

9'-0"B.O. VALANCE

5"

1'-0

"

12'-2"

EQ

5'-0

" AN

D B

ELO

WH

IGH

IMP

AC

T E

IFS

5'-0

" AN

D B

ELO

WH

IGH

IMP

AC

T E

IFS

EQEQ

TYP.

18 30 1329

6 PARAPET CAP (COOLER) DUROLAST GALVALUME PLUS (FACTORY FINISH)25

312

DURO-LAST: LEE COBB, 800-434-3876 (PHONE)

25

33 NOT USED.

12 MAIN BUILDING COLOR SHERWIN WILLIAMS SW 7067 "CITYSCAPE" NA08-0011LOTUSAN

13 ACCENT COLOR SHERWIN WILLIAMS SW 6098 "PACER WHITE" NA08-0010LOTUSAN

SHERWIN WILLIAMS: BRAD HARRINGTON, 216-341-5558 X115 (PHONE),BRAD.E.HARRINGTON@SHERWIN.COM

EIFS CONTACT:STO CORP.: CHUCK DUFFIN, 940-894-2092 (PHONE), 940-894-2095 (FAX), CDUFFIN@STOCORP.COM

14 WALL COLOR BEHIND SCREEN WALL SHERWIN WILLIAMS SW 6831 "CLEMATIS"

1234 D1234 D

34 EIFS (TYP). SEE 2 & 4/A6.2.

BASE THICKNESS - 1" THICK E.I.F.S.

BASE THICKNESS -1" THICK E.I.F.S. WITH HIGH IMPACT MESH (ONLY WHERE NOTED).SEE DETAIL 2/A6.2.

A

B

C

BASE THICKNESS - 2" THICK E.I.F.S.

E.I.F.S. THICKNESS N.T.S. B

BASE THICKNESS -2" THICK E.I.F.S. WITH HIGH IMPACT MESH (ONLY WHERE NOTED).SEE DETAIL 2/A6.2.

D

GREEN

GREEN

NOT USED N.T.S. EEIFS THICKNESS COLOR TRANSITION N.T.S. G

PARAPET CAP 5

12 A

1" HIGH IMPACT EIFS

132" THICK EIFS

MAIN BUILDING WALL

ACCENT BAND

12

B

13

1" EIFS LEDGE

13

SLAT WALL COLOR TRANSITION N.T.S. I

9'-0"EIFS THICKNESSTRANSITION

17'-5"EIFS LEDGE

C

V-363

9'-0"BOTTOM OF VALANCE

PARAPET CAP 3

SLAT WALL

ALUMINUM VALANCE

BY VENDOR

BY VENDOR

1" EIFS MAIN BUILDING WALL # A

1" EIFS MAIN BUILDING WALL 14 A

VARIES

B34

13 B341234 A1234 A

(BEHIND SLATS)

1434 A

5 PARAPET CAP COLOR DUROLAST GALVALUME PLUS (FACTORY FINISH)

19A6.2

1234 A1234 A

1334 D

1234 A

1234 D

13

34

B

1234 D

13 B34

11 VALANCE COLOR SIGN VENDOR SW 7034 "STATUS BRONZE" (EQUAL)

17 SLAT WALL SIGN VENDOR WOOD LIKE FINISH TBD BY VENDOR

8

13

34

D

13

34

B

1334 B

13

34

D

1234 C 1234 C

13

34

B

13

34

D

1234 A

1234 C

1234 D

TYP.

11

17

11

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

TACO BELL

4627 West Commerce StreetSan Antonio, TX 78237

EXPLORER LITE

10 07 2016

EXP. LITE MED40

MAY 3, 2016

TBA

TBA

MEDIUM40

5 1 3 M A I N S T R E E T , S U I T E 2 0 0F O R T W O R T H , T E X A S 7 6 1 0 2P H O N E : 8 1 7 . 8 2 0 . 0 4 3 3

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A4.0

EXTERIORELEVATIONS