2-SAISD Warehouse Repair - 100% CD Drawings.pdf

PDF 19 MB Posted May 22, 2026

Attached to: 26-027 (BS) Summit Warehouse Repairs
Solicitation number: 26-027 (BS) Summit Warehouse Repairs
Issued by: Bexar County, Savannah CDP, Texas

About this file

Written by GovTribe AI · May 25, 2026

This document is a 100% Construction Document (CD) set of architectural drawings and specifications prepared by LPA, Inc. for the San Antonio Independent School District (SAISD) to repair the Summit Warehouse facility located at 1270 W. Summit Avenue in San Antonio, Texas. The scope of work includes architectural, structural, electrical, technology, and security design services necessary to restore functionality to damaged portions of the warehouse, specifically limited to building envelope restoration, relocation of the IDF (Intermediate Distribution Frame) cabinet, restoration of the IDF/office room (Room 230), and restoration of warehouse bay 1 (Room 233). The design documents were submitted at 50% completion on March 20, 2026, 75% completion on April 15, 2026, and 100% completion on May 13, 2026. The project is being directed by SAISD with Kamal Elhabiri as the primary contact, and the design team includes LPA, Inc. as the architect and KCA as the structural engineer.

The construction documents comply with the 2024 International Building Code, 2024 International Existing Building Code, 2021 International Energy Conservation Code, 2024 National Electric Code, 2024 International Fire Code, and 2012 Texas Accessibility Standards. The drawings establish detailed requirements for fire and life safety systems, including automatic sprinkler systems, fire extinguishers, exit signage, fire lanes, and accessibility compliance throughout the restoration work. The contractor is responsible for all construction means, methods, site safety, and coordination with local authorities for lane closures and traffic control. All dimensions, materials, and specifications must conform to applicable codes and ordinances, with the structural engineer providing observation during construction and the contractor required to submit a surveyor's certificate prior to final project completion.

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210-829-1737 Office

1811 South Alamo Street, Suite 100

San Antonio, Texas 78204

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING

LPADesignStudios.com

PROJECT NUMBER

Submittal Date

50% CD 03/20/2026

75% CD 04/15/2026

100% CD 05/13/2026

33160

SAISD WAREHOUSE REPAIR

1270 W SUMMIT AVE.

SAN ANTONIO, TX 78201

G0.00

COVER SHEET

100% CD

03/23/2026

100% CD

05/13/2026

T S

XETE FO

S A

RA FLOWER

2 0 5 14

R E G

RED ARCHITE

C T

05/13/2026

DIRECTOR OF FACILITY

NAME: SAN ANTONIO ISD

CLIENT INFORMATION

CITY,STATE, ZIP: SAN ANTONIO, TX 78201

ADDRESS: 1270 W. SUMMIT

CONTACT: KAMAL ELHABIRI E-MAIL: KELHABR@saisd.net

NAME: LPA, INC.

ARCHITECT

CITY,STATE, ZIP: SAN ANTONIO, TX 78204

ADDRESS: 1811 SOUTH ALAMO STREET, SUITE 100

CONTACT: SARA FLOWERS E-MAIL: SFLOWERS@lpadesignstudios.com

NAME: LPA, INC.

CITY,STATE, ZIP: DALLAS, TX 75202

ADDRESS: 1801 NORTH LAMAR STREET #150

CONTACT: JOHN HOENIG E-MAIL: JHOENIG@lpadesignstudios.com

NAME: KCA

CITY,STATE, ZIP: SAN ANTONIO TX 78254

ADDRESS: 21718 CHAUCER HILL

CONTACT: LON CULBERTSON E-MAIL: LCULBERTSON@lpadesignstudios.com

STRUCTURAL ENGINEER

ELECTRICAL ENGINEER

PROJECT NORTH

RESTORATION SITE:

SAISD WAREHOUSE

ADDRESS:

3031 IH 10 WEST

SAN ANTONIO,TX 78201

TRUE NORTH

THE SCOPE OF WORK INCLUDES PROVIDING ARCHITECTURAL, STRUCTURAL,

ELECTRICAL, TECHNOLOGY, AND SECURITY DESIGN SERVICES NECESSARY TO

RESTORE FUNCTIONALITY TO THE DAMAGED PORTIONS OF THE SAISD

WAREHOUSE. WORK IS SPECIFICALLY LIMITED TO BUILDING ENVELOP

RESTORATION, RELOCATION OF IDF CABINET, THE IDF/OFFICE ROOM (230) AND

WAREHOUSE BAY 1 (233) RESTORATION .

THE LIMIT OF WORK IS THE RESTORATION OF FUNCTIONALITY TO THE

DAMAGED PORTIONS OF THE SAISD WAREHOUSE LIMITED AT THE IDF/OFFICE

ROOM (230) AND W AREHOUSE BAY 1 (233). SERVICES SHALL INCLUDE

ARCHITECTURAL, STRUCTURAL, ELECTRICAL, TECHNOLOGY.

1. IMP-1 BUILDING ENVELOP DESIGN

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CER CERAMIC

CI CAST IRON

CIP CAST IN PLACE

CIV ENG CIVIL ENGINEER

CG CORNER GUARD

CJ CONTROL JOINT

CLG CEILING

CLKG CAULKING

CLO CLOSET

CLR CLEAR

CNTR COUNTER

CO CASED OPENING

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CT CERAMIC TILE

CTR CENTER

CTSK COUNTERSUNK

DA DISABLED ACCESS

DBL DOUBLE

DEPT. DEPARTMENT

DESC DESCRIPTION

DF DRINKING FOUNTAIN

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DN DOWN

DO DOOR OPENING

DR DOOR

DWR DRAW ER

DS DOWNSPOUT

DSP DRY STANDPIPE

DWG DRAW ING

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXPO EXPOSED

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FB FLAT BAR

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FHC FIRE HOSE CABINET

FIN FINISH

FLR FLOOR

FLASH FLASHING

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOV FACE OF VENEER (BRICK OR

PRECAST)

FOW FACE OF WALL

FR FIRE RETARDANT

FPRF FIREPROOF

FS FINISH SURFACE

FT FOOT OR FEET

FTG FOOTING

FURR FURRING

FUT FUTURE

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GI GALVANIZED IRON

GL GLASS

GND GROUND

GR GRADE

GYP GYPSUM

HB HOSE BIB

HC HOLLOW CORE

HDWD HARDWOOD

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HGT/HT HEIGHT

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

KIT KITCHEN

LAB LABORATORY

LAM LAMINATE

LAND ARCH LANDSCAPE ARCHITECT

LAV LAVATORY

LKR LOCKER

LT LIGHT

MATL MATERIAL

MAX MAXIMUM

MC MEDICINE CABINET

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MUL MULLION

N NORTH

NIC NOT IN CONTRACT

NO/# NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OA OUTSIDE AIR

OBS OBSCURE

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OPNG OPENING

OPP OPPOSITE

OSA OUTSIDE AIR

PA PLANTING AREA

PRCST PRECAST

PH PANIC HARDWARE

PL PLATE

P LAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

POT PATH OF TRAVEL

PR PAIR

PT PAINT

PTD PAPER TOWEL

DISPENSER

PTD/R COMBINATION PAPER

TOWEL DISPENSER

& RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL

RECEPTACLE

QT QUARRY TILE

R RISER

RAD RADIUS

RD ROOF DRAIN

REF REFERENCE

REFR REFRIGERATOR

RGTR REGISTER

REINF REINFORCED

REQD REQUIRED

RESIL RESILIENT

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RWD REDWOOD

RWL RAIN WATER LEADER

S SOUTH

SC SOLID CORE

SCD SEAT COVER

DISPENSER

SCHED SCHEDULE

SD SOAP DISPENSER

SECT SECTION

SF SQUARE FEET

SH SHELF

SHR SHOWER

SHT SHEET

SIM SIMILAR

SND SANITARY NAPKIN

DISPENSER

SNR SANITARY NAPKIN

RECEPTACLE

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

S SK SERVICE SINK

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STR STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

T TREAD

TB TOWEL BAR

TC TOP OF CURB

TEL TELEPHONE

TER TERRAZZO

T&G TONGUE & GROOVE

THK THICK

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOW TOP OF WALL

TOP TOP OF PARAPET

TPD TOILET PAPER

DISPENSER

TS TOP OF SLOPE

TV TELEVISION

TYP TYPICAL

UNF UNFINISHED

UNO UNLESS NOTED

OTHERWISE

UR URINAL

VCT VINYL COMPOSITION

TILE

VERT VERTICAL

VEST VESTIBULE

W WEST

W/ WITH

WC WATER CLOSET

WD WOOD

W/O WITHOUT

WP WATERPROOF

WR WATER RESISTANT

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

& AND

∠ ANGLE

@ AT

℄ CENTERLINE

∅ DIAMETER OR ROUND

# POUND OR NUMBER

(E) EXISTING

(P) PAINT

(R) REMOVE

+/- DIM TOLERANCE

AC ASPHALTIC CONCRETE

ACC ACCESSIBLE

ACOUS ACOUSTICAL

ACM ALUM COMPOSITE MATERIAL

ACT ACOUS CLG TILE

AD AREA DRAIN

AED AUTO EXT DEFIBRILLATOR

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AGGR AGGREGATE

AHJ AUTHORITY HAVING

JURISDICTION

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASF ASSIGNABLE SF

ASPH ASPHALT

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLK'G BLOCKING

BM BEAM

BOC BACK OF CURB

BOT BOTTOM

BO BOTTOM OF

BOC BACK OF CURB

BOW BOTTOM OF WALL

BS BOTTOM OF SLOPE

COLUMN LINES

SURFACE DRAINAGE

ARROW INDICATES

DIRECTION OF FLOW

PROJECT NORTH

BUILDING SECTION

SECTION ID

SHEET NUMBER

WALL SECTION

SECTION ID

SHEET NUMBER

DETAIL CALLOUTS

DETAIL ID

SHEET NUMBER

DETAIL SECTION

DETAIL ID

SHEET NUMBER

DETAIL REFERENCE

DETAIL ID

SHEET NUMBER

INTERIOR ELEVATIONS

DETAIL ID

SHEET NUMBER

SIM

D BA101

DOOR DESIGNATION

ROOM DESIGNATION

ROOM NUMBER

ROOM AREA

1REVISION CLOUD &

TAG (OPTIONAL)

SA2U

SHADED PORTION POINTS

TO SIDE REFERENCED

DATUM POINT

KEYNOTE

WALL TYPE

OPENING DESIGNATION

TYP.

MATCH LINE

SEE SHEET A101

LEVEL LINE, CONTROL POINT

EL: 12'-8" = ELEVATION/SECTION

STAIR DIRECTION

CENTER LINES, LEVEL LINES

HIDDEN CONSTRUCTION FEATURE

BREAK LINE

FINISH TAG XX-##

EQUIPMENT TAG 1i

TRUE NORTH

NORTH ARROW

EXTERIOR ASSEMBLY

REFER TO A8.11 R1

Room

A101

TYP

A101

TYP

A101

SIM

A101

SIM

A101

SIM

NOTICE TO PERSONS PERFORMING WORK ON JOB SITE, INCLUDING CONTRACTORS,

SUBCONTRACTORS, MATERIAL SUPPLIERS & ANY AGENTS OR EMPLOYEES THEREOF

THESE PLANS & SPECIFICATIONS DO NOT PROVIDE ANY DIRECTION OR

INSTRUCTIONS TO CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS OR

THEIR EMPLOYEES OR AGENTS RELATED TO CONSTRUCTION MEANS, METHODS,

TECHNIQUES, SEQUENCES OR PROCEDURES, SAFETY PRECAUTIONS, MANNERS OR

METHODS OF EGRESS OR INGRESS, INCLUDING BUT NOT LIMITED TO JOB SITE

SAFETY, THE PHYSICAL CONDITION OF THE JOB SITE, THE MANNER OR METHOD IN

WHICH THE AREA WHERE WORK IS PERFORMED IS ACCESSED BY WORKERS, &

SAFETY PROGRAMS OR SAFETY PROTOCOLS OF ANY KIND IN CONNECTION WITH

THE WORK. ALL OF THE FOREGOING ARE SOLELY & EXCLUSIVELY THE

RESPONSIBILITY OF THE CONTRACTOR, SUBCONTRACTOR, MATERIAL SUPPLIERS,

OR ANY AGENTS OR EMPLOYEES THEREOF.

THE ARCHITECT EXPRESSLY DISCLAIMS ANY CONTROL OVER & RESPONSIBILITY FOR

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES,

SAFETY PRECAUTIONS, MANNERS OR METHODS OF EGRESS OR INGRESS,

INCLUDING BUT NOT LIMITED TO JOB SITE SAFETY, THE PHYSICAL CONDITION OF

THE JOB SITE, THE MANNER OR METHOD IN WHICH THE AREA WHERE WORK IS

PERFORMED IS ACCESSED BY WORKERS, & SAFETY PROGRAMS OR SAFETY

PROTOCOLS OF ANY KIND IN CONNECTION WITH THE WORK.

THE ARCHITECT HAS NOT CONDUCTED AN EVALUATION OR ANALYSIS OF SAFETY

PROCEDURES OR APPLICABLE LAW REGARDING OR RELATING TO ACCESSING THE

JOB SITE OR AREAS OF THE WORK DURING THE COURSE OF CONSTRUCTION.

THE ARCHITECT, THE ARCHITECT’S DESIGNS, & ANY OTHER WORK PERFORMED BY

THE ARCHITECT DO NOT ADDRESS, ANALYZE OR PROVIDE ANY DIRECTION OR

ADVICE TO ANY PERSON OR ENTITY ON WHETHER OR NOT THE USE OF EXG

LADDERS, DOORS, RAILINGS, INGRESS & INGRESS ROUTES OR THE LIKE ARE IN

COMPLIANCE OR NON-COMPLIANCE WITH OSHA, CAL-OSHA(CALIFORNIA ONLY), OR

ANY OTHER APPLICABLE STATUTE, REGULATION, OR STANDARD RELATED TO JOB

SITE SAFETY DURING THE COURSE OF CONSTRUCTION OF THE IMPROVEMENTS.

1. PLANS FOR THE FIRE SPRINKLER SYSTEMS MUST BE APPROVED BY THE

AUTHORITY HAVING JURISDICTION (AHJ) PRIOR TO INSTALLATION. SUBMIT

PLANS IN A MANNER WHICH WILL NOT IMPEDE THE PROGRESS OF

CONSTRUCTION.

2. FIRE SPRINKLER SYSTEMS & INSTALLATION SHALL CONFORM W/ THE

APPLICABLE STANDARDS AND CODES.

3. FIRE SPRINKLER SYSTEMS TO BE TIED INTO THE ALARM SYSTEM PER THE

APPLICABLE CODES.

4. AUTOMATIC SPRINKLER SYSTEM(S) SHALL BE SUPERVISED BY AN

APPROVED CENTRAL OR REMOTE STATION SERVICE, AND/OR SHALL BE

PROVIDED W/ A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL.

5. FIRE SPRINKLER SYSTEM(S) & ALL CONTROL VALVES SHALL BE

SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER THE

APPLICABLE CODES.

6. FIRE HYDRANT & FIRE SPRINKLER SYSTEM(S) SHALL BE FLUSHED

THOROUGHLY BEFORE CONNECTION IS MADE TO EXISTING SYSTEM

STUBOUTS & WITNESSED BY THE PROJECT INSPECTOR.

7. A HYDROSTATIC TEST (200 PSI PRESSURE FOR 2 HRS. OR @ 50 PSI IN

EXCESS OF THE MIN. STATIC PRESSURE WHEN IT IS IN EXCESS OF 150 PSI)

SHALL BE WITNESSED BY THE PROJECT INSPECTOR PRIOR TO COVERING

PIPING JOINTS.

8. A 3' CLR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF

FIRE HYDRANTS EXCEPT AS OTHERWISE REQ OR APPROVED PER THE

APPLICABLE CODES.

9. THRUST BLOCKS SHALL BE PROVIDED WHEREVER PIPE CHANGES

DIRECTION.

10. ALL PIPE SHALL BE UL LISTED FOR FIRE SERVICE SYSTEMS, CLASS 200 MIN.

11. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED W /I 100' FROM A

PUBLIC FIRE HYDRANT PER THE APPLICABLE STANDARDS AND CODES.

12. FIRE SPRINKLER RISER SHALL BE LOCATED WITHIN 5 FT OF THE EXT WALL

(OR AS REQ BY THE AHJ) AND TERMINATE 6" ABV FF

13. AN ALL-WEATHER FIRE ACCESS ROAD SHALL BE IN PLACE BEFORE ANY

COMBUSTIBLE MATERIALS ARE PLACED ON THE SITE OR AS REQUIRED BY

THE AHJ.

14. STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE & COMBUSTIBLE

LIQUIDS, FLAMMABLE & COMPRESSED GASES & OTHER HAZARDOUS

MATERIALS SHALL COMPLY W/ THE APPLICABLE CODES.

15. EXIT SIGNS SHALL BE POSTED OVER EXIT DOORS & DIRECTIONAL EXIT

SIGNS SHALL BE LOCATED TO DIRECT PERSONS TOWARD EXIT DOORS.

16. EXIT SIGNS SHALL BE SELF-LUMINOUS TYPE OR ELECTRONICALLY

ILLUMINATED & ENERGIZED FROM SEPARATE CIRCUITS, ONE OF W HICH

SHALL BE FROM STORAGE BATTERIES OR AN ON-SITE GENERATOR, FOR A

DURATION OF 90 MINUTES PER THE APPLICABLE CODES.

17. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF

A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.

18. ACCESS GATE(S) SHALL BE OPENABLE W / FIRE DEPT MASTER KEY FROM

THE EXTERIOR.

19. CURBS ALONG FIRE LANES SHALL BE PAINTED SAFETY RED & MARKED "FIRE

LANE NO PARKING" W/ 3" WHITE LETTERS ON THE TOP OF CURBING EVERY

30' AS INDICATED ON THE APPROVED DRAWINGS.

20. APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR BLDG IN

SUCH A POSITION AS TO BE PLAINLY VISIBLE & LEGIBLE FROM THE STREET

OR ROAD FRONTING THE PROPERTY PER THE APPLICABLE CODES.

21. PROVIDE PERMANENT OR TEMPORARY STANDPIPES WHILE BUILDING IS

UNDER CONSTRUCTION PER THE APPLICABLE CODES.

22. PROVIDE FIRE EXTINGUISHERS PER APPLICABLE STANDARDS AND CODES.

APPLICABLE CODES AND STANDARDS

2024 INTERNATIONAL BUILDING CODE (IBC)

2024 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2024 NATIONAL ELECTRIC CODE (NEC)

2024 INTERNATIONAL FIRE CODE

2012 TEXAS ACCESSIBILITY STANDARDS, INCLUSIVE OF ALL TECHNICAL

MEMORANDA. (TAS)

1. ALL CONSTRUCTION & MATERIALS SHALL BE AS SPECIFIED & IN ACCORDANCE

WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS & THE CONTRACT

DOCUMENTS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF

ALL NEW CONSTRUCTION ON THE SITE.

3. THE CONTRACTOR IS RESPONSIBLE FOR ALL EXG SURVEY MONUMENTS WHICH

MAY BE DISTURBED THROUGH CONSTRUCTION ACTIVITIES DEEMED NECESSARY

FOR PRESERVATION BY THE CIVIL ENGINEER. IF SUCH MONUMENTS WERE

DISTURBED, THE APPLICANT SHALL HAVE A LICENSED LAND SURVEYOR

QUALIFIED CIVIL ENGINEER REESTABLISH ANY SUCH MONUMENTATION

DAMAGED OR DESTROYED DURING THE CONSTRUCTION OF THE PROJECT &

SUBMIT "PRELIMINARY CORNER RECORDS" TO THE CIVIL ENGINEER AFTER

REPLACEMENT. AFTER APPROVAL BY THE CIVIL ENGINEER, THE APPLICANT

SHALL FILE THE CORNER RECORDS WITH THE COUNTY SURVEYOR. PRIOR TO

THE EXONERATION OF ANY SECURITY, EVIDENCE OF SUCH FILING SHALL BE

FURNISHED TO THE CIVIL ENGINEER.

4. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT TRUCK ROUTES SHALL BE

STEERED AWAY FROM RESIDENTIAL AREAS.

5. THE CONTRACTOR SHALL ENSURE THAT TRUCKS HAULING DIRT ON PUBLIC

ROADS TO & FROM THE SITE SHALL BE COVERED OR W ILL MAINTAIN A 6"

DIFFERENTIAL BETWEEN THE MAX HGT OF ANY HAULED MATERIAL & THE TOP OF

THE HAUL TRAILER. HAUL TRUCK DRIVERS SHALL WATER THE LOAD PRIOR TO

LEAVING THE SITE TO PREVENT SOIL LOSS DURING TRANSPORT.

6. THE CONTRACTOR SHALL ENSURE THAT GRADED SURFACES USED FOR OFF

ROAD PARKING, MATERIALS LAY-DOWN, OR AWAITING FUTURE CONSTRUCTION

SHALL BE STABILIZED FOR DUST CONTROL AS NEEDED. FREQUENTLY

ACCESSED UNPAVED AREAS SHALL BE PAVED AS EARLY AS POSSIBLE TO

MINIMIZE DIRT TRACKOUT TO PUBLIC RIGHTS-OF-WAY.

7. THE CONSTRACTOR SHALL COORDINATE ANY LANE CLOSURES OR DETOURS

WITH THE CITY/COUNTY. FLAG PERSONS & APPROPRIATE TRAFFIC CONTROL

DEVICES SHALL BE USED AS NEEDED TO MINIMIZE CONSTRUCTION ACTIVITY

INTERFERENCE WITH OFF-SITE-TRAFFIC.

8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS & SITE CONDITIONS BEFORE

STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT

DOCUMENTS OR BETWEEN THE CONTRACT DOCUMENTS & EXISTING

CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO

PROCEED.

9. SHOULD A CONFLICT OCCUR BETWEEN DWGS & SPECIFICATIONS, THE MORE

COSTLY CONDITION SHALL TAKE PRECEDENCE, UNLESS A WRITTEN DECISION

FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A

CLARIFICATION OR ALTERNATE METHOD AND/OR MATERIALS.

10. THE CONTRACTOR SHALL CONFINE HIS OPERATION ON THE SITE TO AREAS

PERMITTED BY OWNER.

11. THE JOBSITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF

DEBRIS & LITTER & SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY

MATERIALS OR EQUIPMENT. EACH SUBCONTRACTOR IMMEDIATELY UPON

COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH &

DEBRIS AS A RESULT OF HIS OPERATION.

12. ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED &

PROTECTED TO PREVENT DAMAGE & DETERIORATION. FAILURE TO PROTECT

MATERIALS MAY BE CAUSE FOR REJECTION OF WORK.

13. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, AND/OR PATCHING OF HIS

WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER

PROPERLY & SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING,

EXCAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT.

ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND SURFACES, CUT

OR DAMAGED IN EXECUTION OF WORK, SHALL BE DONE WITH APPLICABLE

MATERIALS SO THAT SURFACES REPLACED W ILL, UPON COMPLETION, MATCH

SURROUNDING SIMILAR SURFACES.

14. STRUCTURAL OBSERVATION WILL BE PERFORMED BY THE STRUCTURAL

ENGINEER. WHEN REQUIRED, A STATEMENT IN WRITING SHALL BE GIVEN TO THE

BUILDING OFFICIAL, STATING THAT THE SITE VISITS HAVE BEEN MADE &

WHETHER OR NOT ANY OBSERVED DEFICIENCIES HAVE BEEN CORRECTED TO

CONFORM TO THE APPROVED PLANS & SPECIFICATIONS.

15. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITAL ITEMS SHALL BE SUBMITTED

TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM &

RETURN THEM TO THE CONTRACTOR (WITH A NOTIFICATION INDICATING THAT

THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED & THAT THEY

HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF

THE BUILDING) FOR PLAN CHECK APPROVAL. THE DEFERRED SUBMITTAL ITEMS

SHALL NOT BE INSTALLED UNTIL THEIR DESIGN & SUBMITTAL DOCUMENTS HAVE

BEEN APPROVED BY THE AUTHORITY HAVING JURISDICTION.

16. PROVIDE ALL ACCESS PANELS AS REQUIRED BY GOVERNING CODES TO ALL

CONCEALED SPACES, VOIDS, ATTICS, ETC. VERIFY TYPE REQ WITH ARCHITECT

PRIOR TO INSTALLATION.

17. NO PORTION OF WORK REQUIRING A SHOP DWG OR SAMPLE SUBMISSION SHALL

BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE

ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE

WITH CORRECTED SHOP DW GS. AND SAMPLES.

18. DIMENSIONS:

A. ALL DIMS SHALL TAKE PRECEDENCE OVER SCALE.

B. ALL DIMS ARE TO FACE OF STUD / CONCRETE / MASONRY UNO

C. CLG HGT DIMS ARE FROM FACE OF SLAB TO FACE OF FIN CLG MATERIAL UNO

19. DO NOT SCALE DRAWINGS

20. PROVIDE ALL NECESSARY BLOCKING, BACKING, & FRAMING FOR LIGHT

FIXTURES, ELECTRIC UNITS, AC EQUIP, RECESSED ITEMS, AND ALL OTHER ITEMS

AS REQUIRED.

21. WHERE LARGER STUDS OR FURRING ARE REQ TO COVER PIPING AND

CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL

SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS,

UNO.

22. ALL DOORS SHALL BE OPERABLE FROM THE INSIDE W/O THE USE OF A KEY OR

SPECIAL KNOWLEDGE OF EFFORT. EXIT SIGNS SHALL BE PROVIDED AT ALL EXITS

AS REQ BY THE APPLICABLE CODES. ALL DOOR SWINGS SERVING AN OCCUPANT

LOAD OF 50 OR GREATER SHALL SWING IN THE DIRECTION OF TRAVEL.

23. ALL GLASS AND GLAZING SHALL COMPLY WITH THE APPLICABLE CODES.

24. WALL AND CLG MATERIALS SHALL NOT EXCEED THE FLAME SPREAD

CLASSIFICATIONS IN THE APPLICABLE CODES.

25. SURVEYORS CERTIFICATE REQUIRED PRIOR TO FINAL COMPLETION.

26. THE CONTRACTOR SHALL COMPLY WITH THE APPLICABLE CODES FOR FIRE

SAFETY DURING CONSTRUCTION AND DEMOLITION.

R e v is io n

D a te

210-829-1737 Office

1811 South Alamo Street, Suite 100

San Antonio, Texas 78204

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING

LPADesignStudios.com

D e v e lo p e d f o r

Checked By

Scale

Job Number

S u b m it ta l D a te

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This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.

1/8" = 1'-0"

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GENERAL PROJECT

INFORMATION

G0.20

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Secondary Project #

PROJECT DIRECTORYVICINITY MAP

PROJECT SCOPE

LIMIT OF W ORK

DEFERRED APPROVALS

ABBREVIATIONSSYMBOLS

SHEET INDEX

I S

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B E

SHEET NAME

GENERAL

05/13/2026 G0.00 COVER SHEET

03/20/20206 G0.20 GENERAL PROJECT INFORMATION

03/20/20206 G0.30 ACCESSIBILITY DETAILS

TBD G2.01 CODE ANALYSIS

ARCHITECTURE

03/20/20206 A1.01 DEMOLITION PLAN

03/20/20206 A2.01 PROPOSED PLANS

03/20/20206 A3.01 EXTERIOR ELEVATION & WALL SECTION

RESPONSIBILITY FOR JOB SITE SAFETY

FIRE AND LIFE SAFETY NOTES

APPLICABLE CODES

CONSTRUCTION NOTES

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05/13/2026

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GENERAL

5/13/2026 G0.00 COVER SHEET

5/13/2026 G0.20 GENERAL PROJECT INFORMATION

5/13/2026 G0.30 ACCESSIBILITY DETAILS

5/13/2026 A1.01 DEMOLITION PLAN

5/13/2026 A2.01 PROPOSED PLANS

5/13/2026 A3.01 EXTERIOR ELEVATION & WALL SECTION

5/13/2026 S0.01 GENERAL NOTES

5/13/2026 S0.02 SPECIAL INSPECTIONS

5/13/2026 S2.01 FOUNDATION PLAN AND DETAILS

5/13/2026 S2.02 ROOF FRAMING PLAN AND DETAILS

5/13/2026 E0.1 GENERAL NOTES & ABBREVIATIONS

5/13/2026 E1.1 ELECTRICAL DEMOLITION SITE PLAN

5/13/2026 E1.2 ELECTRICAL SITE PLAN

5/13/2026 E2.1 ELECTRICAL FLOOR PLANS

5/13/2026 E2.2 ELECTRICAL FLOOR PLANS

5/13/2026 E3.1 ELECTRICAL ONE LINE DIAGRAM

SHEET INDEX

ARCHITECTURE

STRUCTURE

ELECTRICAL

48" MIN 48" MIN

48" MIN

(A) (B)

(C)

TAS 404.2.6

A X

TAS 303.3

TAS 303.2

NOTE: ALIGN CENTER OF ALL WALL SWITCHES & WALL DEVICES @ CENTERLINES U.N.O.

WALL SWITCHES,

ELECTRICAL DEVICES &

THERMOSTAT WHERE

OCCURS; PROVIDE

BRIDGING FRAME AS

NEEDED

ELECTRICAL OUTLET

WHERE OCCURS1

A .F

U .N

.O .4

A .F

M A

TAS 308

A X

TAS 307.4

GUARDRAIL OR

OTHER BARRIER

18" MIN

12" MIN

36" MIN 6

22" MIN

24" MIN

(A)

FRONT APPROACH, PULL SIDE

(C)

FRONT APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND LATCH

(B)

FRONT APPROACH, PUSH SIDE

(D)

HINGE APPROACH, PULL SIDE

(G)

HINGE APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND LATCH

(F)

HINGE APPROACH, PUSH SIDE

(H)

LATCH APPROACH, PULL SIDE

(J)

LATCH APPROACH, PUSH SIDE

(K)

LATCH APPROACH, PUSH SIDE, DOOR

PROVIDED WITH CLOSER

ADD 6 INCHES AT

EXTERIOR SIDE OF

EXTERIOR DOOR.

TAS 404.2.4.1

18" MIN

(A) PULL SIDE (B) PUSH SIDE

PROVIDED WITH

BOTH CLOSER AND

LATCH

12" MIN

TAS 404.2.4.3

18" MIN

MIN.

12"

(U.N.O.)

4" F.O.F.

PULL SIDE

PUSH SIDE

FRONT APPROACH

PROVIDE THIS

ADDITIONAL SPACE IF

DOOR IS EQUIPPED

WITH BOTH A LATCH

AND A CLOSER

FRONT APPROACH

TAS 404.2.3 & TAS 404.2.4.1

32" MIN CLR

A X

UNOBSTRUCTED FORWARD REACH

OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED HIGH FORWARD REACH

20" MAX

A X

>20"-25" MAX

TAS 308.2.1 & TAS 308.2.2

0'-4"MAX

TAS 307.2

A X

UNOBSTRUCTED SIDE REACH

OBSTRUCTED HIGH SIDE REACH OBSTRUCTED HIGH SIDE REACH

A X

0'-10"MAX.

0'-10"MAX. >10"-24" MAX

A X

TAS 308.3.2

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FIRE EXTINGUISHER

CABINET

(SURFACE MOUNTED -

PROTRUDING <= 4")

FIRE EXTINGUISHER

CABINET

(RECESSED)

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EXIT

SIGNAGE

EXIT LIGHTS

DOOR HARDWARE

LIGHT SWITCH

THERMOSTAT PUSH

BUTTON PULL

STATION CARD

READER CALL

SWITCH DOOR

SWITCH

GROUP & ALIGN

WALL MOUNTED

LIGHT SWITCHES,

THERMOSTATS,

SPEAKER VOLUME

CONTROL, ETC.

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F B

O X

0'-4"

ELECTRICAL,

TELEPHONE OR

DATA OUTLET

ELECTRICAL,

TELEPHONE OR

DATA OUTLET

O F

B O

CHBD, MKBD & TKBD (MEASURED FLR. TO

BOTT. OF BOARD)

NOTE: EXCEPT WHERE

THERE IS A SIDELITE

NEXT TO THE DOOR,

LOCATE CONTROLS ON

ADJ. WALL CLOSEST

TO THE DOOR, CLEAR

OF DOOR SWING,

U.O.N.

TAS 307.2, TAS 308.2.1, TAS 308.3.1

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210-829-1737 Office

1811 South Alamo Street, Suite 100

San Antonio, Texas 78204

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING

LPADesignStudios.com

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Checked By

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ACCESSIBILITY DETAILS

G0.30

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Secondary Project #

08DOOR CLEARANCES - DOORS IN SERIES

23CHANGES IN LEVEL

18TYPICAL DEVICE INSTALLATION22VERTICAL CLEARANCE

05DOOR CLEARANCES13RECESSED DOOR CLEARANCES

14TYPICAL CLEARANCES AT DOOR

15ACCESSIBLE FORW ARD REACH

REQUIREMENTS

ACCESSIBLE PATH OF TRAVEL

PROTRUDING OBJECT LIMITS

19ACCESSIBLE SIDE REACH

REQUIREMENTS

1/2" = 1'-0"

G0.30 16ACCESSIBLE MOUNTING HEIGHTS

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1. BACKGROUND DRAWINGS ARE BASED ON ORIGINAL CONSTRUCTION

DOCUMENTS, NOT AS-BUILT DRAWINGS. PLEASE VERIFY ALL CONDITIONS

AND DIMENSIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES

TO THE ARCHITECT.

2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT ALL

DISCREPANCIES TO THE ARCHITECT.

3. PROTECT ALL AREAS NOT SCHEDULED FOR DEMOLITION.

4. ALL PHYSICAL STRUCTURE AND FEATURES OF BUILDING THAT ARE NOT

ILLUSTRATED BY 'DASHED' LINE, OR OTHERWISE SPECIFICALLY DESIGNATED

TO BE REMOVED, SHALL REMAIN 'AS IS'.

5. WHERE NEW WORK ABUTS EXISTING, GENERAL CONTRACTOR AND ALL

AFFECTED SUBCONTRACTORS SHALL STRIVE TO CREATE UNNOTICEABLE

SURFACES / PLANE TRANSITIONS.

6. EXISTING CONDITIONS DAMAGED OR REMOVED AS A RESULT OF ALL WORK

REQUIRED TO BE DONE UNDER THIS CONTRACT SHALL BE PREPARED OR

REPLACED TO THE ORIGINAL CONDITION AND FINISHED TO MATCH

ADJACENT SURFACES.

7. REPAIR AND/OR REPLACE DAMAGE TO ANY PARTITIONS NOT DESIGNATED TO

BE DEMOLISHED DURING DEMOLITION AND/OR CONSTRUCTION. ALL

SURFACES THAT ARE SCHEDULED TO RECEIVE NEW FINISHES SHALL BE

PREPARED ACCORDINGLY AND APPROPRIATELY. REFER TO FINISH PLAN.

8. EACH AREA OF DEMOLITION IS TO BE CLEAR OF DEBRIS AND IS TO BE SWEPT

CLEAN. METHOD OF DEBRIS REMOVAL MUST BE IDENTIFIED BY THE

CONTRACTOR AND APPROVED BY THE BUILDING OWNER.

9. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OR TAPING OF EQUIPMENT,

MARKER BOARDS, MECHANICAL / ELECTRICAL / TECHNOLOGY EQUIPMENT,

CASEWORK, AND ALL MOUNTED EQUIPMENT LOCATED ON WALLS TO BE

PAINTED.

10. ALL EXISTING FIRE SYSTEM DEVICES AND SPRINKLER HEADS TO REMAIN.

COORDINATE WITH NEW CEILING TILE.

11. ALL EXISTING TECHNOLOGY/SECURITY DEVICES TO REMAIN. COORDINATE

WITH NEW WORK.

SCOPE OF WORK

EXISTING NON-RATED WALL TO REMAIN

EXISTING CONCRETE WALL TO REMAIN

CONCRETE WALL TO BE DEMOLISHED

MILLWORK TO BE DEMOLISHED

WALL TO BE DEMOLISHED

NOT IN SCOPE OF WORK

DOOR TO BE DEMOLISHED

EXISTING GYP. CEILING

TO REMAIN

DEMOLISH 2 X 4 ACT

CLG, SEE NOTE #A

EXPOSED TO BOTTOM OF DECKEX

CONC. WALL TO

BE DEMOLISHED

STEEL COLUMN TO

BE DEMOLISHED,

REF. STRUCTURE

EXISTING WALL TO

BE DEMOLISHED

AND REMOVE

WALL BASE

22'-0"

IDF/OFFICE

WAREHOUSE

BAY

EXISTING WALL TO BE

DEMOLISHED

REMOVE DAMAGED

FLOOR TILES (EST. 25%)

AND W ALL BASE IN THIS

ROOM

A1.01

WAREHOUSE

BAY

OFFICE

SPACE

T/R

IDF/OFFICE

WAREHOUSE

BAYS

WAREHOUSE

BAY

IDF/OFFICE

PREPARE ALL MECHANICAL,

LIGHTING, TECHNOLOGY, AND

FIRE PROTECTION SYSTEMS TO

RECEIVE THE NEW CEILING,

REF. ELECTRICAL

REMOVE AND REINSTALL CEILING

TILES, GRID, AND ALL CEILING

MOUNTED SYSTEMS IN THIS AREA

AS REQUIRED TO ACCOMMODATE

INSTALLATION OF NEW

STRUCTURAL ELEMENTS.

REMOVE DAMAGED CEILING TILES

AND GRID (EST. 25%), AND PREPARE

THE AREA FOR INSTALLATION OF THE

NEW CEILING TILE SYSTEM. PROTECT

ALL EXISTING CEILING MOUNTED

SYSTEMS THAT WILL BE REINSTALLED

AT THE NEW CEILING.

EXISTING FIXTURES TO REMAIN

DEMO EXISTING FIXTURES,

SALVAGE AND RETURN TO

OWNER.

REF. ELECTRICAL

A 1.01

1" = 20'-0"

A1.01 0500 - SEGMENT A FLOOR PLAN

KEYPLAN

R e v is io n

D a te

210-829-1737 Office

1811 South Alamo Street, Suite 100

San Antonio, Texas 78204

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING

LPADesignStudios.com

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Job Number

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As indicated

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DEMOLITION PLAN

A1.01

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Secondary Project #

KEYNOTES

GENERAL NOTES

LEGEND

1/8" = 1'-0"

A1.01

0601 - FLOOR DEMOLITION PLAN

1/8" = 1'-0"

A1.01

0701 - FLOOR DEMOLITION REFLECTED CEILING PLAN

1 1/2" = 1'-0"

A1.01 13IDF OFFICE

1 1/2" = 1'-0"

A1.01 17W AREHOUSE BAY 1

1 1/2" = 1'-0"

A1.01

18W AREHOUSE BAY 1

1 1/2" = 1'-0"

A1.01

14IDF OFFICE

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SA2U

WALL TYPE. LETTER INDICATES WALL TYPE. SEE A8.11.

STUD SIZE. NUMBER INDICATES STUD SIZE. SEE A8.11.

STUD WALL CONSTRUCTION

NOT IN SCOPE OF WORK

SCOPE OF WORK

2 X 4 ACT CLG, SEE

DETAIL XX/XXX

CENTER DEVICES ON CLG TILE - TYP

INCLUDED BUT NOT LIMITED TO THE FOLLOWING:

SPRINKLER, FIRE STROBE, SPEAKERS, DAYLIGHT &

OCCUPANCY SENSORS.

9'-0"

XXX-1

TYP CLG HEIGHT, UNO

TYP CLG TYPE, UNO

EQ EQ

E Q

EXISTING NON-RATED WALL TO REMAIN

EXISTING CONCRETE WALL TO REMAIN

CONCRETE WALL TO BE DEMOLISHED

WALL TO BE DEMOLISHED

1. ALL WALLS TO BE WALL TYPE "SE4", UNO

2. REFER TO G0.30 FOR TYP CLEARANCE @ DOOR LOCATIONS.

3. ALL NEW INTERIOR WALLS TO RECEIVE TAPE, LEVEL, FINISH, PRIMER AND

TWO COATS OF PAINT (OR AS NECESSARY FOR A UNIFORM FINISH).

4. FOR TYP SWITCH & DEVICE ALIGNMENTS, REFER TO G0.30

5. BACKGROUND DRAWINGS ARE BASED ON ORIGINAL CONSTRUCTION

DOCUMENTS, NOT AS-BUILT DRAWINGS. PLEASE VERIFY ALL CONDITIONS

AND DIMENSIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES

TO THE ARCHITECT.

6. EXISTING CONDITIONS DAMAGED OR REMOVED AS A RESULT OF ALL WORK

REQUIRED TO BE DONE UNDER THIS CONTRACT SHALL BE REPAIRED OR

REPLACED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT

SURFACES.

7. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT ALL

DISCREPANCIES TO THE ARCHITECT.

8. WHERE NEW W ORK ABUTS EXISTING, GENERAL CONTRACTOR AND ALL

AFFECTED SUBCONTRACTORS SHALL STRIVE TO CREATE UNNOTICEABLE

SURFACES / PLANE TRANSITIONS.

9. UPON COMPLETION OF ALL REMODEL OPERATIONS, GENERAL

CONTRACTORS SHALL REMOVE ALL PAINT SPATTERS FROM ALL EXISTING

EXTERIOR CURTAIN WALL ALUMINUM (INTERIOR SURFACES), AS WELL AS ALL

EXISTING INTERIOR GLAZED AND FRAMED WINDOW AND SIDELIGHT

ASSEMBLIES, ETC. ALL EXISTING ALUMINUM FRAMING SURFACES SHALL BE

COMPLETELY AND THOROUGHLY WIPED CLEAN AND FREE OF DRYWALL

DUST AND CLEANING RESIDUE, TO THE SATISFACTION OF THE OWNER AND

ARCHITECT.

10. FLOOR PLAN DIMENSIONS ARE FROM COLUMN CENTERLINES, FACE OF

CONCRETE AND / OR MASONRY WALLS, OR FACE OF METAL STUDS. U.N.O.

EXTERIOR WALLS ARE DIMENSIONED TO THE FACE OF THE STRUCTURAL

BACKUP WALL AND STUDS OR FACE OF CONCRETE.

11. PROVIDE RATED BLOCKING AS REQUIRED FOR ANY WALL MOUNTED ITEMS

OR ACCESSORIES. PROVIDE 2X BLOCKING AS REQUIRED FOR PROPER

SUPPORT OF ALL CEILING MOUNTED EQUIPMENT.

12. ALL EXPOSED STEEL AND GALVANIZED STEEL TO BE PAINTED, COORDINATE

FINAL COLOR SELECTIONS WITH ARCHITECT.

13. ANY DISCREPANCIES BETWEEN STRUCTURAL, ARCHITECTURAL, OR MEP

DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

14. ALL CLG HEIGHT TO MATCH EXISTING HEIGHT.

15. FOR ALL LIGHTING SPECIFICATIONS, REFER TO ELECTRICAL

16. CONFIRM MTG HEIGHTS W/ ARCHITECT IN FIELD PRIOR TO INSTALLATIONS

FOR ALL NON -RECESSED FIXTURES

17. REFER TO MECHANICAL FOR SUPPLY & RETURN AIR SPECIFICATIONS

18. REFER TO TECHNOLOGY FOR ADDL CLG ELEMENTS

WAREHOUSE

BAY

IDF/OFFICE

22'-0"

6'-8" 15'-0" 15'-0"

2 3

4" 11'-4" 10'-4"

A3.01

OFFICE

SPACE

A3.01

IDF CABINET, PROVIDE

WOOD BLOCKING OR

PLYWOOD BACKING AS

REQUIRED TO SUPPORT

INSTALLATION.

REF. ELECTRICAL

2 3 4

WAREHOUSE

BAY

9' - 0"

ACT-1

FIELD VERIFY

IDF/OFFICE

FIELD VERIFY

9' - 0"

ACT-1

NOTE: REF. MEPT FOR

CEILING BASED SYSTEMS

NEW LIGHT

FIXTURES,

REF. ELECTRICAL

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EXISTING ROOF SYSTEM TO REMAIN

EXISTING GUTTER TO REMAIN

NEW GUTTER TO MATCH

EXISTING IN COLOR AND PROFILE

PREPARE TO RECEIVE NEW GUTTER

22'-0"

A3.01

REPLACE DAMAGED FLOOR

TILES (EST. 25%) AND WALL

BASE, MATCH EXISTING IN

COLOR, TEXTURE AND

PROFILE IN THIS ROOM

REPLACE WALL BASE,

MATCH EXISTING IN COLOR,

TEXTURE AND PROFILE

ALONG THIS WALL

FLOOR TRANSITION

TO REMAIN

1/8" = 1'-0"

A2.01 07ROOF PLAN

KEYPLAN

R e v is io n

D a te

210-829-1737 Office

1811 South Alamo Street, Suite 100

San Antonio, Texas 78204

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING

LPADesignStudios.com

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1/8" = 1'-0"

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PROPOSED PLANS

A2.01

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Secondary Project #

KEYNOTES

LEGEND

GENERAL NOTES

1/8" = 1'-0"

A2.01 0501 - FLOOR PLAN

1/8" = 1'-0"

A2.01 1301 - FLOOR FINISHES PLAN

1/8" = 1'-0"

A2.01

0601 - FLOOR REFLECTED CEILING PLAN

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EXISTING TILT-UP CONCRETE WALL

TO REMAIN (C-1)

INSULATED METAL PANEL (IMP-1)

01 - FLOOR

0'-0"

DEMO CONC. WALL TO RECEIVE NEW ENVELOPE SYSTEM

22'-0"

EXISTING CONC. WALL TO REMAIN

EXISTING ROOF SYSTEM TO REMAIN

EXISTING GUTTER TO REMAIN

NEW GUTTER TO MATCH

EXISTING IN COLOR AND PROFILE

EXISTING CONC. WALL

TO REMAIN

EXISTING SECURITY DEVICE TO

BE REMOVED, PROPERLY

STORED, AND REINSTALLED

ABOVE GROUND

PVC CONDUIT W/ CIRCUIT TO BE

REPLACED AS REQUIRED, TO MATCH

EXISTING.

REF. ELECTRICAL

A3.01

C-1 IMP-1 C-1

MATCH EXISTING

T.O.S

EXISTING STRAPS TO REMAIN NEW SUPPORT STRAPS TO

MATCH EXISTING IN SHAPE

AND COLOR

EQEQ

TYP.

6'-0"

01 - FLOOR

0'-0"

T.O.S

13'-9"

FIELD VERIFY

STEEL COLUMN,

REF. STRUCTURE

A3.01

L D

V E

MIN. 4 PCF COMPRESSED

MINERAL FIBER

SEALANT AND BACKER ROD

EXISTING CONCRETE WALL TO REMAIN.

CONTRACTOR SHALL PREPARE WALL

SURFACE TO RECEIVE IMP-1 PRIOR TO

INSTALLATION, INCLUDING CLEANING AND

REMOVAL OF IRREGULARITIES AS REQUIRED.

PROVIDE STRAIGHT, CLEAN EDGES.

TWO PIECE JAMB EXTRUSION

CAP TO MATCH PANEL COLOR

CONTINUOUS BUTYL SEALANT

BOTH SIDES OF TRIM

FASTENERS W/ BONDED

WASHER AT 12" O.C. PER MANUF.

NEW STEEL COLUMN,

REF. STRUCTURE

EXISTING INT. PARTITION

TO REMAIN

SE4

L D

V E

ALIGN

STEEL ANGLE AND PLATE,

REF. STRUCTURE

4" INSULATED METAL PANEL

(IMP-1)

R-13 BATT INSULATION

Z-GIRT,

REF. STRUCTURE

NEW DOWNSPOUT TO

MATCH EXISTING PROFILE

AND COLOR,

TO BE CENTERED AT IMP-1

PANEL

STAINLESS STEEL HIDDEN

FASTENER CLIP PER MANUF.

SET IN BUTYL SEALANT

CONTINUOUS BUTYL SEALANT

IN VERTICAL PANEL JOINT

CONTINUOUS BUTYL SEALANT

IN VERTICAL PANEL JOINT

SE4

G A

R-13 BATT INSULATION

4" INSULATED METAL PANEL (IMP-1)

BOTTOM OF STRUCTURE

CEILING SYSTEM, WHERE

OCCURS SEE REFLECTED

CEILING PLAN

(1) LAYER OF 5/8" TYPE "X"

GYP BD , TO MATCH

ADJACENT WALL IN COLOR

AND TEXTURE

4" METAL STUD FRAMING

CONTINUOUS SEALANT

CONTINUOUS TRACK TO

MATCH STUD SIZE

STRAP OR BRIDGING

BOTTOM OF STRUCTURE

CEILING SYSTEM, WHERE

OCCURS SEE REFLECTED

CEILING PLAN

AB 2X TREATED BLOCKING

EXISTING ROOF SYSTEM

EXISTING METAL FLASHING,

REMOVE AND REPLACE AS NEEDED

NEW GUTTER TO MATCH

EXISTING PROFILE AND COLOR

CAP TRIM W/ POP RIVETS AT

8" O.C. SET IN CONTINUOUS

BUTYL SEALANT

CONTINUOUS BUTYL SEALANT

FASTENERS W/O BONDED WASHER

PER MANUF.

STAINLESS STEEL FASTENER

CLIP PER MANUF. SET CLIP IN

BUTYL SEALANT

JOINT FILLER GASKET PER

MANUF.

VINYL FACED LAMINATED

INSULATION W/ W IRE

SUPPORT, REMOVE AND

REINSTALL AS NEEDED

STEEL BEAM,

REF. STRUCTURE

STEEL COLUMN,

REF. STRUCTURE

4" INSULATED METAL PANEL (IMP-1)

HIGH TEMP SELF ADHEARING

MEMBRANE FLASHING

R-13 BATT INSULATION

EAVE STRUT,

REF. STRUCTURE

MATCH EXISTING

T.O.S

Z-GIRT,

REF. STRUCTURE

REF. FLOOR PLAN FOR

WALL TYPE AND LOCATION

01 - FLOOR

0'-0"

CONTINUOUS BUTYL SEALANT

IN VERTICAL PANEL JOINT

FASTENER W /O WASHER

AT 12" O.C., PER MANUF.

STEEL ANGLE W/ MIN. 3" VERT.

LEG, SET IN CONTINUOUS BED

OF SEALANT

REF. STRUCTURE

BASE TRIM W/ POP RIVETS AT 8" O.C.,

COLOR TO MATCH PANEL

STEEL COLUMN,

REF. STRUCTURE

EXISTING GRADE TO REMAIN AS IS

EXISTING FOUNDATION TO REMAIN,

REF. STRUCTURE

5/8" 4"

AIR GAP

4" 4 1/2" 4"

4" INSULATED METAL PANEL (IMP-1)

R-13 BATT INSULATION

SE4

PRE-FINISHED METAL FLASHING IN A

CONTINUOUS BED OF SEALANT PER

MANUF. COLOR TO MATCH PANEL

EXISTING CONCRETE WALL

TO REMAIN.

MIN. 4 PCF COMPRESSED

MINERAL FIBER

SEALANT AND BACKER ROD

TWO PIECE JAMB EXTRUSION

CAP TO MATCH PANEL COLOR

CONTINUOUS BUTYL SEALANT

BOTH SIDES OF TRIM

FASTENERS W/ BONDED

WASHER AT 12" O.C. PER MANUF.

PTD. GYP TO ALIGN W/

EXISTING INT. PARTITION.

Z-GIRT,

REF. STRUCTURE

STEEL ANGLE,

REF. STRUCTURE

4" INSULATED METAL PANEL

(IMP-1)

R-13 BATT INSULATION

SE4

SE Walls

WALL

TYPE

STUD

SIZE

SE4 4" STUDS

3" = 1'-0"

A3.01 20W ALL TYPE "SE"

KEYPLAN

R e v is io n

D a te

210-829-1737 Office

1811 South Alamo Street, Suite 100

San Antonio, Texas 78204

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING

LPADesignStudios.com

D e v e lo p e d f o r

Checked By

Scale

Job Number

S u b m it ta l D a te

C D

As indicated

W S

U M

A V

S A

N A

N T

O N

T X

S A

W S

U M

A V

S A

N A

N T

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T X

EXTERIOR ELEVATION &

W ALL SECTION

A3.01

S A

W A

R E

H O

U S

E R

E P

Checker

Secondary Project #

KEYNOTES

LEGEND

1/4" = 1'-0"

A3.01 05EXTERIOR ELEVATION

1/2" = 1'-0"

A3.01 17W ALL SECTION

3" = 1'-0"

A3.01 19END W ALL TERMINATION

3" = 1'-0"

A3.01

18PANEL JOINT

3" = 1'-0"

A3.01

07ROOF DETAIL

3" = 1'-0"

A3.01 08LUG DETAIL

3" = 1'-0"

A3.01

12END W ALL TERMINATION

T S

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RED ARCHITE

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12.

GENERAL

Authority Having Jurisdiction (AHJ): City of San Antonio Applicable Building Code 2024 International Building Code (IBC), as modified by AHJ. References to industry standards herein shall be the latest edition as adopted by the Applicable Code.

Field Verification: Field verify the existing conditions and dimensions prior to construction. Promptly notify the Architect (Structural Engineer) in case of discrepancies.

Design Intent: Contract Documents indicate the design intent for the structure in its completed state. They do not indicate the method of construction. Promptly notify the Architect (Structural Engineer) prior to proceeding with the Work if the design intent requires further clarification.

Deviations, Modifications and Substitutions to Approved Structural Drawings: Must be accepted in writing by the Architect (Structural Engineer) and approved by AHJ. No deviation, modification or substitution will be accepted via shop drawing review.

When there is a conflict between the general notes, specifications, plans and details the most stringent shall apply.

Procedures of Construction: The contractor is responsible for procedures of construction that comply with national, state and local safety ordinances. Site visits (including Structural Observation) by the Architect (Structural Engineer) do not constitute supervision of the methods of construction.

Protection of Utilities: Locate existing utilities, including those not shown on Contract Documents, and protect them from damage. The contractor bears the expense of repair or replacement of utilities in conjunction with the execution of Work.

Protection of Structure: Provide necessary measures to protect the structure and adjacent buildings during the execution of Work.

Contractor Proposed Revisions: Where a revision of structural design or connection is proposed by the Contractor to accommodate construction tolerances, construction sequence and/or dimension modifications, the Contractor shall retain a structural engineer licensed in the State having jurisdiction to perform design. Submit stamped and signed design drawings and calculations to the Architect (Structural Engineer) for review and to the AHJ for approval.

Erection Plans: Determine phases of Work requiring erection plans according to applicable safety regulations. Maintain certified copies of erection plans at the site during construction.

Shoring, Bracing, and Other Temporary Supports: Design and erect shoring, bracing, and other temporary supports where the structure has not attained design strength and as required for safe erection. Ensure floor, roof, and wall members are securely shored and braced during construction. Provide shoring at elevated beams and slabs supporting concrete or masonry walls during and after the wall pour until the wall attains design strength.

Temporary Loading: Ensure construction loads do not exceed indicated design live load values. Notify affected sub-contractor trades of these design load limits.

Fabrication, Shipment, and Erection of Structural Steel: Ensure stresses occurring during fabrication, shipment, and erection of structural steel are temporary and are less than the design and allowable stress capacities of individual members. Do not impair the full design and load-carrying capacity of members due to fabrication, shipment, or erection. The contractor is responsible for controlling the erection sequence, erection procedure, temperature differentials and weld shrinkage to minimize residue stresses. Provide additional materials for the erection of structural steel, such as temporary bracing and guy cables, as may be necessary at no additional cost.

Remove these materials unless approved in writing by the Owner. Do not tighten bolts in typical beam to column connections for erection purposes.

Securing Reinforcing Steel, Dowels, Anchor Bolts and Embeds: Firmly support and accurately place complying with ACI standards prior to casting concrete or grout in masonry walls. Use ties and support bars in addition to reinforcing steel shown where necessary. No welding of reinforcing steel, including tack welding, is permitted unless otherwise accepted in writing by the Architect (Structural Engineer). Provide plastic or plastic-coated chairs and spacers when resting on exposed surfaces.

Coordination Responsibility: The Contractor is responsible for the coordination of Work, including that of sub-contractor trades.

Core drilling of hardened concrete shall only be done after a specific review by the Architect (Structural Engineer). Core drilling shall not cut any reinforcing. Concrete coverage for reinforcement, as described in these notes, shall be maintained at the locations of cores.

Submittals: Submit to the Architect (Structural Engineer) as indicated on structural drawings and specifications. The General Contractor shall review the submittal for completeness and compliance with Contract Documents prior to submission.

Request for Information (RFI) Submittals: Accompany RFI's with partial structural foundation or framing plans showing the location in question and affected structural members. Copy partial plan from structural drawings and indicate grid line locations and floor level.

Also, provide properly drawn engineering sketches illustrating issues and the Contractor's proposed solutions. Photographs are not acceptable substitutes for engineering sketches.

Contract Documents Use: Review Contract Documents in their entirety before performing structural-related Work and before developing shop drawings. Bring discrepancies to the immediate attention of the Architect (Structural Engineer) before starting Work.

Scaling of Drawings: Not permitted.

Do not reproduce Contract Documents to create shop drawings.

Additional Structural Requirements: See specifications.

Building Geometry: See architectural drawings for building geometry including, but not limited to, top of floor and roof elevations;

depressions; slopes; curbs; drains; trenches; slab and deck edge locations; wall overall dimensions; and size and locations of openings in floors, roof, and walls.

Non-structural Items Requiring Special Provisions: See architectural, mechanical, plumbing, and electrical drawings for non-structural items requiring special provisions during construction. They include but are not limited to, non-structural walls; size and locations of openings and sleeves penetrating structure; size and location of concrete curbs and pads; and size and location of piping, ductwork, and equipment anchorages mounted or suspended from the structure. Verify the exact size and location of equipment with the equipment manufacturer.

Work shown is new unless noted as existing thus, (E).

Materials: Furnish and install in compliance with legally constituted public authorities having jurisdiction, including county and local ordinances and safety orders of the State Industrial Accident Commission, OHSA. The Architect (Structural Engineer) and Owner accept no responsibility for the contractor's failure to comply with these requirements.

Penetrations, Embedments, and Openings in Structural Members: No penetration, embedment, opening, sleeve, pipe, or conduit shall occur in structural members, including footings, slabs, walls, columns, and beams unless specifically shown or indicated on structural drawings.

Typical Details: Details on sheets indicated as typical are applicable throughout the Project wherever the described condition occurs and may or may not be specifically referenced on structural drawings. The contractor is responsible for identifying these details and understanding the extent of their application prior to performing Work. Details not shown or noted shall be similar to those shown for similar construction. The contractor shall submit RFI's for details such as this to the Architect (Structural Engineer) prior to proceeding with work.

Evaluation Report:

References to Evaluation Reports for proprietary materials herein shall be the latest edition as adopted by Authority Having Jurisdiction

(AHJ).

For proprietary structural elements and products, the product is to hold an Evaluation Report in compliance with the applicable code for the product's intended use.

Approved Evaluation Report Agencies:

ICC (ICC-ES)

IAPMO (IAPMO-ES)

OSHPD (OPA / OPM / OSP / OPD)

City Of Los Angeles (COLA/RR) Miami-Dade (NOA)

DESIGN LOADING

Loading and Design Parameters:

Live Load

Floor / Roof Live Load:

Ground Floor: 100 psf Roof: 20 psf

Live Load Reduction:

Floor Live Load of 100 psf and below: General (Section 1607.12.1) Floor Live Load over 100 psf: unreduced Roof Live Load: General (Section 1607.14.1)

Wind Design Parameters Wind Speed Strength level, V: 107 MPH (STRENGTH) Wind Speed Allowable Stress, Vasd 75 MPH (ASD) Risk Category: II Exposure: B Enclosure Classification: Enclosed

Internal Pressure Coefficient, GCPi: +/- 0.18 Components and Cladding Wind Pressure:

EFFECTIVE AREA

ZONE 10 SF 100 SF 500 SF

1 +11.2 +8.0 +6.9 -31.2 -16.9 -9.7 2 +11.2 +8.0 +6.9 -41.2 -22.6 -16.9 3 +11.2 +8.0 +6.9 -54.1 -28.4 -28.4 4 +11.7 +14.0 +12.6 -19.3 -17.6 -14.0 5 +11.7 +14.0 +12.6 -22.6 -17.6 -14.0 Loads indicated in the table are strength-level loads and are indicated in pounds per square foot (psf).

Rain Loads Rain Intensity (15-minute), i: 9.1 (in/hr)

Snow Loads Parameters:

Ground snow load, pg 8 PSF Flat-roof snow load, pf 6 PSF Risk Category: II Snow load importance factor, Is 1.0 Thermal factor, Ct 1.20 Slope factor, Cs 1.00

DEFERRED SUBMITTAL ITEMS ANCHORED OR SUPPORTED BY STRUCTURE

Design Responsibility: Contractor to design and obtain separate AHJ approval for deferred approval items noted on Gx series sheets.

Shop Drawings and Structural Calculations: Submit design plans, details and calculations of deferred submittal items signed and sealed by a registered structural engineer registered in the state having jurisdiction to Architect (Structural Engineer) for acceptance and to AHJ for approval prior to fabrication.

Design: Design components for imposed forces, including lateral restraint, complying with the Applicable Code, Contract Documents, and applicable portions of AISI Specifications. If the building Lateral Force Resisting System (LFRS) is used for lateral restraint, indicate load paths to the building lateral resisting system in the calculations and show the connection forces on the shop drawings.

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File details come from the government source that posted it. Updated May 25, 2026.