2-252511 CD CombinedSet.pdf

Structural Engineer 8140 N Mopac Expwy , Bldg. 1, Ste. 120

Austin , Texas 78759

Datum Engineers

811 BARTON SPRINGS ROAD, SUITE 900

AUSTIN, TEXAS 78704

Architecture - Engineering - Interiors

951 FM 2325 ,

WIMBERLEY , TEXAS 78676

WIMBERLEY INDEPENDENT

SCHOOL DISTRICT

Technology & Security Consultant 13284 Pond Springs Rd , Ste. 304

Austin , Texas 78729

True North Consulting Group

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Project No. 2525.11

WISD MULTICAMPUS IMPROVEMENTS

Central Office 951 FM 2325, WIMBERLEY, TEXAS 78676

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01/07/2026

CONTRACT DOCUMENTS

Mission: We believe every project has a mission and strive to design environments that have a purpose that extends far beyond form and function.

01/07/2026

CONTRACT DOCUMENTS

COVER SHEET

COMBINED

G0.00

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BLUE HOLE PRIMARY SCHOOL

15900 WINTERS MILL PKWY

WIMBERLEY, TEXAS 78676

JACOBS WELL ELEMENTARY SCHOOL

3470 FM 2325

WIMBERLEY, TEXAS 78676

MAINTENANCE & NETWORK

OPERATIONS CENTER

505 MELODY WAY

WIMBERLEY, TEXAS 78676

NO. DESCRIPTION DATENO. DESCRIPTION DATE

01/06/2026

811 BARTON SPRINGS ROAD, SUITE 900

AUSTIN, TEXAS 78704

Architecture - Engineering - Interiors

951 FM 2325 ,

WIMBERLEY , TEXAS 78676

WIMBERLEY INDEPENDENT

SCHOOL DISTRICT

Technology & Security Consultant 13284 Pond Springs Rd , Ste. 304

Austin , Texas 78729

True North Consulting Group

Revisions:

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Project No. 2525.11

BLUE HOLE PRIMARY SCHOOL - MULTICAMPUS IMPROVEMENTS

15900 WINTERS MILL PKWY, WIMBERLEY, TEXAS 78676

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2525.11 01/07/2026

CONTRACT DOCUMENTS

Mission: We believe every project has a mission and strive to design environments that have a purpose that extends far beyond form and function.

CONTRACT DOCUMENTS

COVER SHEET

G1.10

01/07/2026

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NO. DESCRIPTION DATENO. DESCRIPTION DATE

1.

2.

3.

4.

5.

6.

7.

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24.

GENERAL NOTES APPLY TO ALL SHEETS.

THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS,

TOOLS, EQUIPMENT, AND RELATED ITEMS REQUIRED TO

COMPLETE THE DEMOLITION WORK AS INDICATED BY THE

CONTRACT DOCUMENTS.

CONTRACTOR TO VERIFY ALL DIMENSIONS.

ALL ACCESSIBLE ROUTES (OTHER THAN RAMPS) SHALL NOT

EXCEED A SLOPE OF 1:20, AND CROSS SLOPES SHALL NOT

EXCEED A SLOPE OF 1:50

THE DRAWINGS INDICATE BUILDING CONDITIONS PER

EXISTING DRAWINGS AND ACTUAL PROJECT

INVESTIGATION. THE CONTRACTOR SHALL ANTICIPATE

POSSIBLE SLIGHT DEVIATION FROM THESE DRAWINGS.

REFER TO ARCHITECTURAL & MEP DRAWINGS AND DETAILS

FOR EXTENT OF DEMOLITION.

THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE

WORK, USING THEIR BEST SKILL AND ATTENTION. THEY

SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS,

METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES

AND FOR COORDINATING ALL PORTIONS OF THE WORK

UNDER THE CONTRACT.

INSTALL TEMPORARY DUST PARTITIONS WITH DOORS FOR

CONSTRUCTION ACCESS AROUND AREAS OF WORK SO

THAT OPERATIONS IN EXISTING ADJACENT AREAS REMAIN

DUST FREE AND ACCESSIBLE TO BUILDING OCCUPANTS.

MAINTAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION.

REMOVE ALL BUILDING PARTS AND/OR OTHER ITEMS TO

ALLOW FOR THE INSTALLATION AND CONNECTION OF NEW

WORK, COORDINATE THE WORK WITH THE HVAC,

PLUMBING AND ELECTRICAL DEMOLITION DRAWINGS.

REMOVAL OF THE BUILDING PARTS SHALL BE PERFORMED

IN A SAFE, ORDERLY AND CAREFUL MANNER, WITH THE

CONSIDERATION AT ALL TIMES FOR THE SAFETY AND

WELFARE OF THE OWNER, BLDG. OCCUPANTS, &

PERSONNEL OF THE CONTRACTOR AND/OR

SUBCONTRACTOR.

MAINTAIN THE UTILITIES TO OCCUPIED SPACES AT ALL

TIMES. COORDINATE ANY UTILITY DOWNTIMES W/ OWNER.

PROVIDE 72 HOUR ADVANCE NOTICE TO THE OWNER OF

INTENDED UTILITY SHUT DOWN AND/OR DISRUPTION.

ANY QUESTIONS CONCERNING OWNERSHIP OF

SALVAGEABLE MATERIAL SHALL BE ANSWERED BY THE

OWNER, OR OWNER'S REPRESENTATIVE. ALL ITEMS OTHER

THAN FINISH MATERIALS TO BE REMOVED AS PART OF THIS

CONTRACT ARE INDICATED WITH DASHED LINES ON

DEMOLITION SHEETS. DISPOSE OF THESE MATERIALS AND

ITEMS AFTER CHECKING WITH OWNER FOR ITEMS TO BE

SALVAGED. SALVAGE ANY ITEMS REQUIRED TO COMPLETE

NEW WORK.

REMOVE ALL MISCELLANEOUS DEVICES AS REQUIRED TO

INSTALL NEW FINISHES, INCLUDING BUT NOT LIMITED TO:

PLUMBING FIXTURES, SIGNAGE, SWITCH PLATES,

TELEVISION BRACKETS, WALL OUTLET COVERS, TOILET

ACCESSORIES, CORNER GUARDS, ETC. SAVE FOR

REINSTALLATION AFTER COMPLETION OF FINISH WORK.

PROTECT ALL EXISTING FINISHES, DOOR FRAMES,

EQUIPMENT AND MATERIALS THAT ARE TO REMAIN IN

PLACE. DAMAGE TO EXISTING COMPONENTS BY

CONTRACTOR SHALL BE REPLACED WITH NEW MATERIAL

OF LIKE KIND AND QUALITY THAT MATCH THE EXISTING

STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR

PREPARING EXISTING SURFACES TO RECEIVE NEW

FINISHES SCHEDULED.

PROTECT EXISTING VEGETATION, INCLUDING EXISTING

TREES DURING CONSTRUCTION. REVEGETATE DAMAGED

AREAS ADJACENT TO NEW CONSTRUCTION; CONTRACTOR

SHALL MAINTAIN VEGETATED AREAS FOR 3 WEEKS AFTER

INITIAL PLANTING

REFER TO MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS FOR OTHER WORK.

ELECTRICAL AND MECHANICAL INSTALLATIONS MAY

REQUIRE WORK ABOVE EXISTING CEILINGS BOTH IN THE

AREA OF WORK AND IN ADJACENT AREAS (POSSIBLY ON

OTHER FLOORS). REMOVE AND REINSTALL (OR REPLACE)

CEILING TILES AND GRID AS REQUIRED. REMOVE GYPSUM

BOARD AT WALLS AND CEILINGS AND REPLACE AS

REQUIRED.

U.N.O. ALL EXISTING ELECTRICAL OUTLETS & FIXTURES IN

REMODELED AREAS ARE TO BE REMOVED & RETURNED TO

OWNER. SEE ELECTRICAL SHEETS FOR DEVICES &

CIRCUITS TO BE REUSED.

ALL ITEMS AND ASSOCIATED CONNECTIONS ARE TO BE

REMOVED AND TERMINATED AT DESIGNATED POINTS.

SERVICE CONNECTIONS SHALL BE SAFELY REMOVED,

CAPPED OR PLUGGED IN CONFORMITY WITH LOCAL LAWS

AND ORDINANCES, REQUIREMENTS OF PUBLIC UTILITY

COMPANIES, AND OF THE NATIONAL BOARD OF FIRE

UNDERWRITERS, AND IN SUCH MANNER AS NOT TO

INTERFERE WITH THE USE OF THE OCCUPIED SPACES IN

THE BUILDING.

IF A CONDUIT OR UTILITY LINE IS CUT WHILE SLEEVING OR

CUTTING THE SLAB OR REMOVING A PARTITION, THE

CONTRACTOR IS RESPONSIBLE FOR REPAIRING IT

IMMEDIATELY.

ANY EXISTING TO REMAIN FIREPROOFING OR FIRE

ASSEMBLIES DAMAGED DURING CONSTRUCTION ARE TO BE

REPAIRED TO ORIGINAL FIRE PROTECTION REQUIREMENTS.

IMMEDIATELY SEAL ALL PENETRATIONS IN EXISTING

STRUCTURE OPENED DURING DEMOLITION WITH

FIRESTOPPING MATERIAL AND/OR WATERPROOFING.

SEAL ALL PENETRATIONS, NEW AND EXISTING, ABOVE

CEILINGS AT RATED FIRE WALLS IN AREAS OF WORK.

DEMOLITION DRAWINGS; ANY ITEMS OR EQUIPMENT TO BE

REPLACED SHALL HAVE ALL COMPONENTS OF THAT

EQUIPMENT OR MATERIAL LEFT INTACT, OR REPLACED,

EVEN IF THE DRAWINGS DO NOT SHOW A DESIGN FOR THE

REPLACED ITEM. MISSING DESIGN FOR EQUIPMENT

COMPONENTS DOES NOT JUSTIFY PAYMENT FOR

INSTALLATION THAT SHOULD BE INCLUDED IN THE

CONTRACTORS BID.

UNLESS THE ITEM IS LABELED 'ABANDON IN PLACE,' THE

CONTRACTOR SHOULD ASSUME A REPLACEMENT MEANS

THE EQUIPMENT WILL B EXPECTED TO HAVE POWER AND

REQUIRED PARTS FOR OPERATION.

COUNTER MOUNTED DROP-IN SINK

COUNTER MOUNTED UNDER

MOUNT SINK

COUNTER MOUNTED INTEGRAL

SINK

WALL MOUNTED SINK

FLOOR MOUNTED TOILET

WALL MOUNTED TOILET

FLOOR MOUNTED REAR DISCHARGE

TOILET

ACCESSIBLE LOCATION

CHILD LOCATION

PRE-K LOCATION

USE ON PLANS EXAMPLE

WALL MOUNTED URINAL

ABV ABOVE D DRAIN FRT FIRE RESISTANT TREATED M METER PSF POUNDS PER SQUARE FOOT TB TACK BOARD ACOUS ACOUSTICAL DBL DOUBLE FT FOOT MAS MASONRY PSI POUNDS PER SQUARE INCH TOC TOP OF CURB ADJ ADJUSTABLE DEMO DEMOLISH, DEMOLITION FURR FURRING MAX MAXIMUM PT PRESSURE TREATED TOSC TOP OF STRUCTURAL CONCRETE AFF ABOVE FINISH FLOOR DEPT DEPARTMENT FWC FABRIC WALL COVERING MDF MEDIUM DENSITY FIBER BOARD TEL TELEPHONE

ALUM ALUMINUM DF DRINKING FOUNTAIN MED MEDIUM QT QUARRY TILE THK THICK

ALT ALTERNATE DIA or Ø DIAMETER GA GAUGE MEMB MEMBRANE QTB QUARRY TILE BASE TOB TOP OF BEAM

ANOD ANODIZED DIM DIMENSION GALV GALVANIZED MTL METAL TOP TOP OF PAVEMENT

APPROX APPROXIMATELY DIV DIVISION GB GRAB BAR MFGR MANUFACTURER RI RISER TOM TOP OF MASONRY AWP ACOUSTICAL WALL PANEL DL DEAD LOAD GC GENERAL CONTRACTOR MH MANHOLE R RADIUS TOS TOP OF STEEL (BOTTOM OF ROOF DECK)

DN DOWN GCLU GLAZED CMU MIN MINIMUM RB RUBBER BASE TP TOILET PARTITION

BD BOARD DS DOWN SPOUT GI GALVANIZED IRON MISC MISCELLANEOUS RCP REFLECTED CEILING PLAN TV TELEVISION BLDG BUILDING DSP DRY STAND PIPE GL GLASS MM MILLIMETER RD ROOF DRAIN TYP TYPICAL BOT BOTTOM DTL DETAIL GLB GLASS BLOCK MO MASONRY OPENING REF REFERENCE TZ TERRAZZO BW BOTH WAYS DWG DRAWING GMT GLASS MOSAIC TILE MOD MODULAR REFR REFRIGERATOR TZB TERRAZZO BASE

BM BENCH MARK GMTW GLASS MOSAIC TILE WALL MTD MOUNT(ED) (ING) REINF REINFORCING

E EAST GR GRADE MUL MULLION REQ REQUIRE(D) (ING) UC UNDERCUT

C CHANNEL EA EACH GYP GYPSUM REV REVISION UNO UNLESS OTHERWISE NOTED

CC CUBICAL CURTAIN EF EPOXY FLOOR GYP BD GYPSUM BOARD N NORTH RH RIGHT HAND USC UNDER SEPARATE CONTRACT

CK CORK EFB EPOXY FLOOR BASE NAT NATURAL RM ROOM(S)

CAB CABINET EJ EXPANSION JOINT HC HOLLOW CORE NIC NOT IN CONTRACT ROW RIGHT OF WAY VAR VARNISH CB CHALK BOARD EG END GUARD HDR HEADER NO or # NUMBER RVWC RIGID VINYL WALL COVERING VB VAPOR BARRIER CFCI CONTRACTOR FURNISH CONTRACTOR INSTALL EL ELEVATION HDW HARDWARE NOM NOMINAL VB VINYL BASE CFOI CONTRACTOR FURNISH OWNER INSTALL ET EPOXY TERRAZZO FLOOR HDWD HARDWOOD NRC NOISE REDUCTION COEFFICIENT S SOUTH VCT VINYL COMPOSITION TILE CFT CUBIC FOOT ETB EPOXY TERRAZZO BASE HGT HEIGHT NTS NOT TO SCALE SB SPLASH BLOCK VERT VERTICAL

CG CORNER GUARD ELECT ELECTRICAL HM HOLLOW METAL SC SOLID CORE VEST VESTIBULE

CL, CENTER LINE EM ENTRANCE MAT HORIZ HORIZONTAL OC ON CENTER SCHED SCHEDULE VT VINYL TILE CLG CEILING EMER EMERGENCY HP HIGH POINT OD OUTSIDE DIAMETER SECT SECTION VTR VENT THROUGH ROOF CI CAST IRON ENCL ENCLOSURE HR HANDRAIL OFD OVERFLOW ROOF DRAIN SHR SHOWER VWC VINYL WALL COVERING CLO CLOSET EP EPOXY PAINT HVAC HEATING VENTILATION AIR CONDITIONING OFF OFFICE SIM SIMILAR CLR CLEAR EQ EQUAL OFOI OWNER FURNISH OWNER INSTALL SPECS SPECIFICATION(S) W WEST CMP CROWN MOLDING PAINTED EQUIP EQUIPMENT ID INSIDE DIAMETER OFCI OWNER FURNISH CONTRACTOR INSTALL SPK SPEAKER W/ WITH CMS CROWN MOLDING STAINED EWC ELECTRIC WATER COOLER INCL INCLUDING OVH OVERHEAD SQ SQUARE WBP WOOD BASE PAINTED CMT CERAMIC MOSAIC TILE EXP EXPANSION INSUL INSULATION OH OPPOSITE HAND SS STAINLESS STEEL WBS WOOD BASE STAINED CMTB CERAMIC MOSAIC TILE BASE EXIST EXISTING INT INTERIOR OPNG OPENING ST STONE WC WATER CLOSET CMTW CERAMIC MOSAIC TILE WALL EXT EXTERIOR IPS IRON PIPE SIZE OPP OPPOSITE STC STONE COUNTERTOP WD WOOD

CMU CONCRETE MASONRY UNIT STW STONE WALL WDS WOOD STAINED

CO CASED OPENING FA FIRE ALARM J JOIST P PAINT(ED) STB STONE BASE WIN WINDOW

COL COLUMN FBO FURNISHED BY OTHERS JAN JANITOR PARA PARALLEL STC STAINED CONCRETE W/O WITHOUT CONC CONCRETE FD FLOOR DRAIN JT JOINT PBD PARTICLE BOARD STD STANDARD WP WOOD PANELING PREFINISHED

CONST CONSTRUCTION

FE FIRE EXTINGUISHER PCF POUNDS PER CUBIC FOOT STL STEEL WPP WOOD PANELING PAINTED

CR

FEC FIRE EXTINGUISHER CABINET KIT KITCHEN PERF PERFORATED STO STORAGE WPS WOOD PANELING STAINED

CORR

CHAIR RAIL FFE FINISH FLOOR ELEVATION KO KNOCKOUT PERI PERIMETER STRUCT STRUCTURAL WS WATER STOP

CPT

CORRIDOR FHC FIRE HOSE CABINET PFL POUNDS PER LINEAR FOOT SV SHEET VINYL WSCT WAINSCOT

CPTB

CARPET FHVC FIRE HOSE VALVE CABINET L LENGTH/LONG PL PLATE SVB SHEET VINYL COVED BASE WT WEIGHT

CT

CARPET BASE FE FINISHED END LAB LABORATORY PLAM PLASTIC LAMINATE SYM SYMMETRICAL WWF WELDED WIRE FABRIC

CTB

CERAMIC TILE FLR FLOOR LAM LAMINATE PLAS PLASTER SYS SYSTEM

CTW

CERAMIC TILE BASE FOC FACE OF CONCRETE LH LEFT HAND PLYWD PLYWOOD

CERAMIC TILE WALL FOF FACE OF FINISH LI LINOLEUM PP PORCELAIN PAVER

CTSK COUNTERSINK FOM FACE OF MASONRY LIB LINOLEUM COVED BASE PPB PORCELAIN PAVER BASE

CYD CUBIC YARD FOS FACE OF STUDS LIT LINOLEUM TILE PPW PORCELAIN PAVER WALL

FPRF FIREPROOFING LL LIVE LOAD PR PAIR

CONT CONTINUOUS

NEW CONSTRUCTION

EXISTING CONSTRUCTION

DEMOLITION

HIDDEN LINE

BRICK

CONCRETE

CONCRETE BLOCK

EARTH

INSULATION, BATT

INSULATION, RIGID

METAL

PLYWOOD

FINISH GRADE

HARDWOOD

WOOD FRAMING

THROUGH MEMBER

WOOD FRAMING

INTERRUPTED MEMBER

PARTITION TYPES

DOOR NUMBER

KEY NOTE (NEW)

KEY NOTE (DEMO)

EQUIPMENT / ACCESSORY

WINDOW TAG

COLUMN GRID

CEILING ELEVATION A.F.F.

REVISION

INTERIOR

ELEVATION

SECTION

NORTH

ROOM NAME

N

A###

NAME

ROOM NUMBER

REFER TO ROOM NUMBER

FOR TYPICAL INFORMATION

1t

SIM

MATCHLINE

EXTERIOR

ELEVATION

EXTERIOR WALL TYPES-

A.F.F.

0'-0" ELEVATION HEIGHT

HR#-IP RAILING TAG

ALIGN

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CONTRACT DOCUMENTS

DRAWING INDEX AND

SYMBOLS

G1.11

01/07/2026

2525.11

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GENERAL PROJECT

NOTES

TEXAS MAP

VICINITY MAP

LOCATION MAP

PLUMBING FIXTURES

ARCHITECTURAL ABBREVIATIONS

ARCHITECTURAL

LINETYPES

ARCHITECTURAL

MATERIALS

ARCHITECTURAL

SYMBOLS

DRAWING SHEET INDEX

GENERAL

G1.10 COVER SHEET

G1.11 DRAWING INDEX AND SYMBOLS

LIFE SAFETY

LS1.11 CODE INFORMATION

LS1.12 LIFE SAFETY PLAN

ARCHITECTURAL

A3.11 COMPOSITE FLOOR PLAN AND ENLARGED FLOOR PLAN

A7.11 PARTITION TYPES AND DETAILS

A7.12 DOOR SCHEDULE, DOOR AND FRAME TYPES, FRAME DETAILS

A9.12D REFLECTED CEILING PLAN - AREA D

FIRE PROTECTION

FP1.11 FIRE PROTECTION NOTES, SYMBOLS, AND ABBREVIATIONS

FP3.10 FIRE PROTECTION COMPOSITE PLAN

MECHANICAL

M1.11 MECHANICAL NOTES, SYMBOLS AND ABBREVIATIONS

M3.10 MECHANICAL FLOOR PLANS

ELECTRICAL

E1.11 ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS

E2.10 ELECTRICAL DEMOLITION COMPOSITE PLAN

E3.10 ELECTRICAL COMPOSITE PLAN

E8.11 LIGHTING SCHEDULES

TECHNOLOGY

T0.10 TECHNOLOGY - INDEX SHEET

T3.11 TECHNOLOGY - SITE PLAN - BLUE HOLE

T3.12 TECHNOLOGY - OVERALL - BLUE HOLE

T3.12A TECHNOLOGY - FLOOR PLAN - BLUE HOLE - AREA A

T3.12B TECHNOLOGY - FLOOR PLAN - BLUE HOLE - AREA B

T3.12C TECHNOLOGY - FLOOR PLAN - BLUE HOLE - AREA C

T3.12D TECHNOLOGY - FLOOR PLAN - BLUE HOLE - AREA D

T6.10 TECHNOLOGY - SECURITY DETAILS

T6.11 TECHNOLOGY - SECURITY DETAILS

SITE

HAYS COUNTY

NO. DESCRIPTION DATE

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CONTRACT DOCUMENTS

CODE INFORMATION

LS1.11

01/07/2026

2525.11

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TABS ################

TEXAS ARCHITECTURAL BARRIERS PROJECT #

Building Height 1 Story, 30'-1"

First Floor 59,495 GSF

Existing Building 2 Sprinklered

Building Height 1 Story, 30'-1"

First Floor 32,494 GSF

Existing Building 1 Sprinklered

Building Construction Type IIB

PROJECT SUMMARY

Accessibility Codes 2012 Texas Accessibilities Standards

Energy Conservation Code 2018 International Energy Conservation Code

Fire Code 2018 International Fire Code

Mechanical Code 2018 International Mechanical Code

Plumbing Code 2018 International Plumbing Code

Electrical Code 2023 National Electrical Code

Existing Building Code 2018 International Existing Building Code

Building Code 2018 International Building Code

APPLICABLE CODES AND STANDARDS

JURISDICTION: City of Woodcreek ETJ LOCATION: 15900 Winters Mill Parkway, Wimberley, TX PROJECT: Blue Hole Primary School - Multicampus Improvements

OR PROJECT NUMBER: 2525.11

OWNER: Wimberley Independent School District

BUILDING CODE ANALYSIS

The proposed alterations are not decreasing the safety or accessibility of the building Level 1 Alterations: New Door Hardware

Building 2 The proposed alterations are not decreasing the safety or accessibility of the building Level 2 Alterations: Building Compartmentalization - New Door

Building 1 Scope of Work

2-Hr Fire Wall separation from Building 1 Sprinklered

Building 2

2-Hr Fire Wall separation from Building 2 Sprinklered

Building 1

EXISTING CONDITIONS

Application Level 2 alterations shall comply with the provisions of Chapter 7 for Level 1 alterations as well as the provisions of Chapter 8.

603.2

Alterations Level 2: Scope Level 2 alterations include the addition or elimination of any door or window, the reconfiguration or extension of any system, or the installation of any additional equipment, and shall apply where the work area is equal to or less than 50 percent of the building area.

603.1

Application Level 1 alterations shall comply with the provisions of Chapter 7. 602.2

Alterations Level 1: Scope Level 1 alterations include the removal and replacement or the covering of existing materials, elements, equipment or fixtures using new materials, elements, equipment or fixtures that serve the same purpose.

602.1

Scope The provisions of this chapter shall be used in conjunction with Chapters 7 through 12 and shall apply to the alteration, addition and change of occupancy of existing structures, including historic and moved structures, as referenced in Section 301.3.2. The work performed on an existing building shall be classified in accordance with this chapter.

601.1

IEBC - CHAPTER 6: CLASSIFICATION OF WORK

Work area compliance method Alterations, additions and changes of occupancy complying with the applicable requirements of Chapters 6 through 12 of this code shall be considered in compliance with the provisions of this code.

301.3.2

Alteration, addition or change of occupancy

The alteration, addition or change of occupancy of all existing buildings shall comply with one of the methods listed in Section 301.3.1, 301.3.2 or 301.3.3 as selected by the applicant. Sections 301.3.1 through 301.3.3 shall not be applied in combination with each other.

301.3

Applicability The repair, alteration, change of occupancy, addition or relocation of all existing buildings shall comply with Section 301.2, 301.3 or 301.4. The provisions of Section 302 through 309 shall apply to all alterations, repairs, additions, relocation of structures and changes of occupancy regardless of compliance method.

301.1

IEBC - CHAPTER 3: PROVISIONS FOR COMPLIANCE

IEBC

Energy Code - Minimum Requirements

Level 2 alterations to existing buildings or structures are permitted without requiring the entire building or structure to comply with the energy requirements of the International Energy Conservation Code or International Residential Code. The alterations shall conform to the energy requirements of the International Energy Conservation Code as they relate to new construction only.

810.1

Altered Existing Mechanical Systems

In mechanically ventilated spaces, existing mechanical ventilation systems that are altered, reconfigured or extended shall provide not less than 5 cubic feet per minute (cfm)(0.0024m/s) per person of outdoor air and not less than 15 cfm (0.0071 m/s) of ventilation air per person, or not less than the amount of ventilation air determinde by the Indoor Air Quality Procedure of ASHRAE 62.1.

808.1

2.Where the work area is served by a single exit in accordance with Section 804.4.1.1.

1.Storage rooms having a maximum occupant load of 10.

Exceptions:

Occupant Load and Travel Distance

In any work area, all rooms and spaces having an occupant load greater than 50 or in which the travel distance to an exit exceeds 75 feet (22 860 mm) shall have not fewer than two egress doorways.

805.4.1.1

2.The work area exceeds 50 percent of the floor area.

1.The work area is required to be provided with automatic sprinkler protection in accordance with the International Building Code as applicable to new construction.

Fire Protection In buildings with occupancies in Groups A, B, E, F-1, H, I-1, I-3, I-4, M, R-1, R-2, R-4, S- 1 and S-2, work areas that have exits or corridors shared by more than one tenant or that have exits or corridors serving an occupant load greater than 30 shall be provided with automatic sprinkler protection where both of the following conditions occur:

803.2.2

Exception: Existing interior finish materials that do not comply with the interior finish requirementds of the international Building Code shall be permitted to be an approved fire-retardant coating in accordance with the manufacture's instructions to archieve required rating.

Interior Finishes The interior finish and trim of walls and ceilings in exits and corridors in any work area shall comply with the requirements of the International Building Code.

802.4

6.New structural members and connections shall be permitted to comply with alternative design criteria in accordance with Section 302.

5.Where provided in below-grade transportation stations, existing and new escalators shall be permitted to have a clear width of less than 32 inches (815 mm).

4.The minimum ceiling height of the newly created habitable and occupiable spaces and corridors shall be 7 feet (2134 mm).

3.The length of dead-end corridors in newly constructed spaces shall only be required to comply with the provisions of Section 804.7.

2.Newly installed electrical equipment shall comply with the requirements of Section 806.

1.Where windows are added they are not required to comply with the light and ventilation requirements of the International Building Code.

Exceptions:

Compliance New construction elements, components, systems and spaces shall comply with the requirements of the International Building Code.

801.3

IEBC - CHAPTER 8: ALTERATIONS - LEVEL 2

Means of Egress Alterations shall be done in a manner that maintains the level of protection provided for the means of egress.

704.1

Fire Protection Alterations shall be done in a manner that maintains the level of fire protection provided. 703.1

Materials and methods New work shall comply with the materials and methods requirements in the International Building Code, International Energy Conservation Code, International Mechanical Code and International Plumbing Code, as applicable, that specify material standards, detail of installation and connection, joints, penetrations and continuity of any element, component or system in the building.

702.6

Interior Finishes Newly installed interior wall and ceiling finishes shall comply with Chapter 8 of the International Building Code

702.1

Conformance An existing building or portion thereof shall not be altered such that the building becomes less safe than its existing condition. Exception: Where the current level of safety or sanitation is proposed to be reduced, the portion altered shall conform to the requirements of the International Building Code.

701.2

IEBC - CHAPTER 7: ALTERATIONS - LEVEL 1

Roof Construction and associated secondary structural members

0 hour T 601

Floor Construction and associated secondary structural members

0 hour T 601

Nonbearing Walls and Partitions (interior)

0 hour T 601

Nonbearing Walls and Partitions (exterior)

0 Hour when separation distance is greater than 10', 1 hour when distance is less than 10'

T 705.5 Bearing Walls (Interior) 0 Hour Bearing Walls (exterior) 0 Hour T 601 Primary Strucutral Frame 0 Hour T 601

Fire Resistance Rating Requirements

Construction Type (IIB) 602

CHAPTER 6: TYPES OF CONSTRUCTION

Fire Partitions= Not Applicable T 716.1(2) Fire Barriers= Not Permitted T 716.1(2)

Fire Window Assemblies Fire Walls= Not Permitted T 716.1(2) Fire Partitions rated Zero (0) Hour Zero (o) Hour per table 1020.2 T 716.1(2)

Fire Rated Glazing Marking Sidelight/Transom: D-H-45 707.3.9 Min. Sidelight/Transom Rating: 3/ 4 Hour 707.3.9 Fire Rated Glazing Marking Door Vision Panel: D-H-45 707.3.9 Door Panel Vision Size: Maximum Size Tested 707.3.9 Min, Fire Door and Shutter Rating: 3/4 Hour 707.3.9

Other Fire Barriers rated 1 hour Required Wall Rating: 1 Hour T 716.1(2) Fire Rated Glazing Marking Sidelight/Transom: W-120 (fire resistance) T 716.1(2) Min. Sidelight/Transom Rating: 2 Hour (fire resistance) T 716.1(2) Fire Rated Glazing Marking Door Vision Panel: D-H-90 T 716.1(2) Door Panel Vision Size: 100 Sq. Inches 716 Min, Fire Door and Shutter Rating: 1 1/2 Hour 0

Fire Walls and Fire Barriers rated greater than 1 hour Required Wall Rating: 2 Hour

Opening Protectives 716

Supporting construction for a fire barrier shall be protected to afford the required fire resistance of the fire barrier supported. Exception:1-hr fire barriers required by Table

509.1 in buildings of Type IIB construction is not required to be fire -resistance rated unless required by other sections of this code.

707.5.1 Exterior Walls: Zero (0) Hr per Table 705.5, Comply with 705 707.3.10 Fire Areas: 2 Hr per Table 707.3.10 707.3.9 Separated Occupancies: 1 Hour per Table 508.4 707.3.7 Control Areas: 2 Hour 707.3.3 Exit Passageway: 1 Hour 707.3.4

Fire Resistance Rating Fire Barriers 706.5.1

CHAPTER 7: FIRE & SMOKE PROTECTION SYSTEMS

Maximum Travel Distance to Extinguisher 75 Feet Maximum Floor Area for Extinguisher 11,250 SF Maximum Area per unit of A (3,000) SF Minimum Rated Single Extinguisher ( 2-A)

Size and Distribution Hazard Occupancy (Low) T 906.3(1) In Group A,B,E,F,H,I,M,R-1,R-2,R-4 and S occupancies 906.1.1

Portable Fire Extinguishers Portable fire extinguishers shall be installed in all of the following locations 906.1

Group E Manual fire alarm system that initiates the occupant notification signal utilizing an emergency voice/alarm communication system

907.2.3

Group B The combined Group B occupant load of all floors is 500 or more, Group B occupant load is more than 100 persons above or below the lowest level of exit discharge

907.2.2

Group A Group A occupancies where the occupant load due to the assembly occupancy is 300 or more or where Group A occupant load is more than 100 persons above or below the lowest level of exit discharge

907.2.1

Fire Alarm Systems An approved fire alarm system shall be installed in accordance with the provisions of this code and NFPA 72 shall be provided in new buildings and structures in accordance with

907.2.1 through 907.2.23 and provIde occupant notification in accordance with Section 907.5, unless other requiements are provided by another section of this code.

907.2

3. Group E fire area has an occupant load of 300 or more.

2. Group E fire area is located on a floor other than the level of exit discharge serving such occupancies

1. Group E fire area exceeds 12,000 SF

Group E An automatic sprinkler system shall be provided for Group E occupancies as follows: 903.2.3

3. Fire Area is located on a floor other than a level of exit discharge service such occupancies.

2. Fire Area has an occupant load of 300 or more

1. Fire area exceeds 12,000 SF

Group A-4 An automatic sprinkler system shall be provided throughout stories containing occupancies A-4 and throughout all stories from the A-4 occupancy to and including levels of exit discharge serving that occupancy where one of the following exists:

903.2.1.4

3. Fire Area is located on a floor other than a level of exit discharge service such occupancies.

2. Fire Area has an occupant load of 100 or more

1. Fire area exceeds 5,000 SF

Group A-2 An automatic sprinkler system shall be provided throughout stories containing occupancies A-2 and throughout all stories from the A-2 occupancy to and including levels of exit discharge serving that occupancy where one of the following exists:

903.2.1.2

Automatic Sprinkler Systems Building shall be equipped with an Automatic Sprinkler System throughout 903.2

CHAPTER 9: FIRE PROTECTION SYSTEMS

Educational Group E (remainder of building) 305.1 Business Group B (Admin, Business Offices) 304.1 Assembly Group A-4 (Gym - Indoor Sporting event with expectaror seating) 303.5 Assembly Group A-3 (Llibrary) 303.4

Occupancy Types: Assembly Group A-2 (Cafeteria, Kitchen) 303.3

CHAPTER 3: USE & OCCUPANCY CLASSIFICATION

IBC

Rooms and enclosed spaces= C Corridors and enclosure for exit access stairways and ramps= C

Based on E-Education Occupancy Interior exit stairways and ramps and exit passageway= B T803.13

Rooms and enclosed spaces= C Corridors and enclosure for exit access stairways and ramps= C

Based on B-Business Occupancy Interior exit stairways and ramps and exit passageway= B T803.13

Rooms and enclosed spaces= C Corridors and enclosure for exit access stairways and ramps= B

Based on A-3 Assembly Occupancy Interior exit stairways and ramps and exit passageway= B T803.13

Rooms and enclosed spaces= C Corridors and enclosure for exit access stairways and ramps= B

Based on A-2 Assembly Occupancy Interior exit stairways and ramps and exit passageway= B T803.13

Interior Wall and Ceiling Finish Requirements Based on Busines...

Sprinklered T803.13

Class C = Flame spread index 76 - 200; smoke-developed index 0 - 450 Class B = Flame spread index 26 - 75; smoke-developed index 0 - 450 Class A = Flame spread index 0 - 25; smoke-developed index 0 - 450

Interior wall and ceiling finish material tested in accordance with ASTM E84 or UL723

Interior wall and ceiling finish materials shall be classified in accordance with ASTM E84 or UL 723. Such interior finish materials shall be grouped in the following classes in accordance with their flame spread and smoke-developed indices.

803.1.2

Interior wall and ceiling finish material tested in accordance with NFPA 286

Interior wall and ceiling finish materail shall be classified in accordance with NFPA 286 and comply Section 803.1.1.1. Materials complying with 803.1.1.1 shall considered to also comply with the requirements of Class A.

803.1.1.1

Wall and Ceiling Finishes Interior wall and ceiling finish material shall be classified for fire performance and smoke developed in accordance with Section 803.1.1 or 803.1.2. Materials tested in accordance with 803.1.1 shall not be required to be tested in accordance with 803.1.2

803.1.1

CHAPTER 8: INTERIOR FINISHES

> 1000 Occupants: 4 exits 501 - 1000 Occupants: 3 exits

Min. Number of Exits per Story 1 - 500 Occupants: 2 exits T 1006.3.2

Dead End Corridors 20 ft at A; 50 ft at B & E with Sprinkler System 1020.4 Min. Number of Exits per Space 2 exits when over 49 occupants at A, B & E occupancies T 1006.2.1

Corridor Fire Resistance Rating with Sprinkler System: Not Required at A, B, E T 1020.1

Max. Exit Access Travel Distance with Sprinkler System: 300 feet at B occupancies; 250 feet at A & E occupancies T 1017.2

Max. Common Path of Egress... with Sprinkler System: 100 feet at B; 75 feet at A, E 1017.1 Accessible Means of Egress 2 Accessible Means of Egress Required 1009.1

Egress Width .15 per occ at B, A, E occupancies with Sprinkler System 1005.3.2

Storage Area, Mechanical Equipment Room

300 gross Stages and Platforms 15 net Library - Stacks 100 gross Library - Reading 50 net Education - Shop / Vocational Area 50 net Educational - Classroom Area 20 net Business Area 150 gross unconcentrated (tables & chairs) = 15 net standing space = 5 net

Assembly without Fixed Seats concentrated (chairs only) = 7 net

Max. Floor Area Allowances per Occupant

T 1004.5

CHAPTER 10: MEANS OF EGRESS

FIRE WALL KEY PLAN

OCCUPANT LOAD SERVED

EXIT MARK. REFER TO

SCHEDULE

X X

X X

TRAVEL DISTANCE

TO EXIT

COMMON PATH OF

TRAVEL TO EXIT

STAIR EXITDOOR EXIT HORIZONTAL EXIT

97' - 6"

17' - 6"

CIRCLE INDICATES

INCLUDED IN TOTAL

FIRE/SMOKE BARRIERS

1 HOUR FIRE BARRIER

2 HOUR FIRE BARRIER

FIRE WALLS

2 HOURS

1FB

2FB

2FW

LIFE SAFETY LINETYPES

LIFE SAFETY LEGEND

1.

2.

LIFE SAFETY PLANS ARE MEANT TO BE

VIEWED AND PRINTED IN COLOR.

REFERENCE A3 SERIES FOR FIRE

EXTINGUISHER LOCATIONS.

EXISTING BUILDING 2

EXISTING BUILDING 1

C125.3

C125.4

C118

C112.2

C112.3

C102.4

C102.3

C101.2

1FB

1F B

1FB

1F B

1F B

1FB

1FB

1F B

1F B

2F W

2F B

C122

C107

C112.1

C102.2

C102.1

D121.2

D121.1

D100

N

TRUE NORTH

N

PLAN NORTH

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LIFE SAFETY PLAN

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EXIT CAPACITY CALCULATIONS

MARK TYPE LOAD

CLEAR

WIDTH FACTOR CAPACITY IN TOTAL

TOTAL

LOAD

TOTAL

CAPACITY

D100 DOOR 137 5' - 4" 0.15 426 No 0 0 0 0

GENERAL LIFE

SAFETY NOTES

SCALE: 1/16" = 1'-0"

LIFE SAFETY PLAN1

A

BC

D

KEY PLAN

FIRE WALL

KEY PLAN

B

C

D

A

D100CORRIDOR

D100

CORRIDOR

B101

CORRIDOR

B130

CORRIDOR

B160

CORRIDOR

A124

CORRIDOR

A106

A1

CORRIDOR

A100

A3.11

N

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N

PLAN NORTH

1.

2.

3.

4.

5.

ALL ACCESSIBLE FIXTURES AND ACCESSORIES TO

BE MOUNTED AT ADULT MOUNTING HEIGHTS_U.N.O.

REFER TO SHEET A7.12 FOR DOOR SCHEDULE AND

FRAME TYPES

REFER TO SHEET A7.11 FOR PARTITION TYPES

NEW PARTITION PAINT AND WALL BASE TO MATCH

EXISTING FINISHES

FLOOR PLAN DIMENSIONS ARE TO THE FINISHED

FACE OF PARTITIONS UNLESS NOTED OTHERWISE

GENERAL FLOOR

PLAN NOTES

K

I

SBH

EQ

EQD100

CORRIDOR

D100

12W

2' -7

NOT IN SCOPE

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COMPOSITE FLOOR

PLAN AND ENLARGED

FLOOR PLAN

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KEYNOTE LEGEND

355 EXISTING DOORS TO RECEIVE NEW HARDWARE AND

MAGHOLD

356 NEW WALL AND DOOR FOR BUILDING

COMPARTMENTALIZATION

SCALE: 1/16" = 1'-0"

COMPOSITE BUILDING COMPARTMENTALIZATION PLAN1

A

BC

D

KEY PLAN

SCALE: 1/4" = 1'-0"

ENLARGED FLOOR PLAN - PARTIAL AREA D2

HATCH LEGEND

1/ 4"

-3 /8

" G

AP

METAL STUD AS NOTED

FLOOR FINISH

GYP. BD. AS NOTED

BASE AS SCHEDULED

CONT. METAL TRACK, SECURE

TO SLAB W/ POWDER ACTUATED

FASTENERS @ 24" OC

CONT. SEALANT EACH SIDE

3/ 8"

AT THE BASE OF NON-

GLASS FACED GYP. BOARD

ASSEMBLIES PROVIDE A

CONT. 3" HIGH STRIP OF

GLASS BACKED GYP. BOARD

1.

2.

3.

UNLESS NOTED ON THE PLANS WITH A KEYED

PARTITION TYPE SYMBOL, ALL PARTITIONS SHALL

BE TYPE X.

FIRE RESISTANCE RATED PARTITIONS, BARRIERS,

FIRE WALLS, SMOKE PARTITIONS AND SMOKE

BARRIERS ARE IDENTIFIED ON THE LIFE SAFETY

FLOOR PLANS WITH GRAPHIC SYMBOLS.

NUMBERS IDENTIFIED AFTER THE PARTITION

LETTERS INDICATE THE HOURLY RATING OF THE

PARTITION, i.e.: 1 = 1 HOUR, 2 = 2 HOUR, 4 = 4

HOUR

4. ALL FIRE RESISTANCE RATED PARTITIONS,

BARRIERS, FIRE WALLS, AND/OR SMOKE RATED

PARTITIONS AND SMOKE BARRIERS SHALL BE

IDENTIFIED WITH PERMANENT SIGNS OR

STENCILS ABOVE CEILING AND IN CONCEALED

SPACES. IDENTIFICATION SHALL BE PERFORMED

USING 6" HIGH RED LETTERING WHICH READS

"FIRE AND SMOKE BARRIER - PROTECT ALL

OPENINGS. "OR "FIRE BARRIER - PROTECT ALL

OPENINGS" OR "SMOKE BARRIER - PROTECT ALL

OPENINGS," DEPENDING ON PARTITION TYPE.

SPACE IDENTIFICATION EVERY 20'-0".

5. AT ALL FIRE RESISTANCE RATED PARTITIONS,

BARRIERS, FIRE WALLS, SMOKE PARTITIONS AND

SMOKE BARRIERS, SEAL ALL PENETRATIONS AND

SILL-WALL AND HEAD-WALL WITH FIRESTOPPING.

6. ALL FIRE RESISTANCE RATED PARTITIONS,

BARRIERS AND FIRE WALLS SHALL BE

CONSTRUCTED IN STRICT CONFORMANCE TO U.L.

TESTED ASSEMBLIES AS NOTED. CONTRACTOR IS

RESPONSIBLE FOR OBTAINING A COPY OF THE

CURRENT U.L. FIRE RESISTANCE DIRECTORY AND

HAVING IT AVAILABLE AT THE SITE.

7. WHERE GYPSUM WALLBOARD IS NOT APPLIED TO

BOTH SIDES OF PARTITION FRAMING, INSTALL

HORIZONTAL BRIDGING.

8. ALL METAL STUDS ARE CONTINUOUS FROM

FLOOR TRACK TO STRUCTURE OR STRUCTURAL

FRAMING ABOVE UNLESS NOTED OTHERWISE.

9. BOTTOM OF STRUCTURE REFERS TO BOTTOM OF:

METAL FLOOR DECK, METAL ROOF DECK,

CONCRETE DECK, CONCRETE ROOF, OR

PLYWOOD SHEATHING WHICHEVER IS

APPLICABLE.

10. BOTTOM OF STRUCTURAL FRAMING REFERS TO

BOTTOM OF: STEEL BEAM, STEEL GIRDER, STEEL

BAR JOIST, STEEL PURLIN, METAL FLOOR JOIST,

METAL ROOF JOIST, METAL RAFTER, METAL

TRUSS, CONCRETE BEAM, CONCRETE TEE, WOOD

FLOOR JOIST, WOOD ROOF JOIST, WOOD RAFTER

OR WOOD TRUSS, WHICHEVER IS APPLICABLE.

FLOOR FINISH

BASE

CEILING AS

SCHEDULED

BOTTOM OF

STRUCTURAL

FRAMING

GYPSUM WALLBOARD

3 5/8" METAL STUDS,

GAUGE AND

SPACING AS

SCHEDULED

METAL STUD

BRACING

H 4 7/8" THICK PARTITION

6"

BOTTOM OF

STRUCTURE

A7.11

A7.11

M

AX

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AN

0'-

0"

SIM

(L

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NGTH

O F

BR

AC

E

MTL ROOF DECK

STUD KNOCKOUT

CONT. 16 GA

TOP TRACK

ROOF MEMBRANE

W/ INSULATION

STUD BRACE @ 4'-0"

OC (STAGGERED)

ALIGN BRACE W/ VERT

STUD

WALL PARALLEL TO ROOF FRAMING

BRACE SIZE BRACE LENGTH

1 5/8" x 3 5/8"-18 GA 0' - 10'-0"

3'- 4 5

3/6 4"

0'- 0"

'-0

NOTE:

DO NOT SECURE BRACING TO THE ROOF

DECK AND/OR BOTTOM CHORD OF BAR JOIST.

A7.11

A7.11

FASTENERS - 2 MIN.

STUD KNOCKOUT

MAX 1/4" GAP

CONT. 16 GA. TOP TRACK

FASTENERS - 2 MIN.

3"x3"x16 GA x 0'-6" ANGLE

@ EACH STUD BRACE

STUD BRACE AS SCHEDULED

ROOF SYSTEM

BAR JOIST

ANGLE KICKER WELDED

TO ANGLE

L 3x3x1/4"x0'-4"

W/CORNER CLIPPED

AND WELDED TO JOIST

TOP CHORD

STEEL ROOF DECK

3/16"

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CONTRACT DOCUMENTS

PARTITION TYPES AND

DETAILS

A7.11

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SCALE: 3" = 1'-0"

FLOOR TRACK1

GENERAL PARTITION NOTES

SCALE: 1/2" = 1'-0"

STUD BRACE AT ROOF DECK2 SCALE: 1 1/2" = 1'-0"

TYPICAL STUD BRACE3 SCALE: 1 1/2" = 1'-0"

TYPICAL ANGLE BRACE TO JOIST

PERPENDICULAR TO FRAMING4

1.

2.

3.

THE LOCATION OF THE VISION LIGHTS IN DOOR

TYPES NARROW LITE, NARROW LITE 90 MINUTE,

FULL GLASS, TWO LITES AND HALF GLASS SHALL

COMPLY WITH THE TEXAS ACCESSIBILITY 2012

STANDARDS 404.2.11. THE DIMENSIONS SHOWN

ARE TAKEN FROM THE FINISH FLOOR TO THE

GLASS AND SHALL NOT EXCEED 42 INCHES.

WHERE EXIT PANIC HARDWARE IS SCHEDULED,

THE BOTTOM OF THE DEVICE SHALL BE MOUNTED

NO LESS THAN 34 INCHES AND NOT MORE THAN

48 INCHES ABOVE THE FINISH FLOOR. THE

DEVICE SHALL NOT PROJECT MORE THAN 4

INCHES FROM THE FACE OF THE DOOR. AT DOOR

TYPES NARROW LITE, NARROW LITE 90 MINUTE,

FULL GLASS, TWO LITES AND HALF GLASS DOORS,

LOCATE PANIC HARDWARE BELOW THE VISION

LITE.

AT ALL FULL GLASS DOORS COORDINATE THE

MOUNTING OF THE PANIC DEVICE WITH THE TYPE

OF GLASS STOPS FURNISHED.

AS SCHEDULED

8" 2'

-1 0"

8" 10"

NWD

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TYPE

DEPTH

PER PARTITION

1/2" 7/16" TYP @ 4 7/8"

PARTITION,

1/2" TYP U.N.O.

5/ 8" 2" 2"

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2"

5/ 8"

1/2" 1/2"

GYP. BOARD - REF.

PARTITION TYPES

MULTIPLE JAMB STUDS

DEPTH PER

PARTITION TYPE

JAMB ANCHORS.

FASTEN WITH MIN.

2- 1" LONG STEEL

SCREWS PER

JAMB ANCHOR

ADJACENT

PERPENDICULAR

WALL

@ 4 7/8" PARTITIONS,

1/2" TYP., U.N.O.

1/ 2"

STL4

8' -7

2" 2'

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2" 4'

-8

2" 1'

-3

2"

2" 10" 2" 2" 10" 2"

SCHEDULED

DOOR AS

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CONTRACT DOCUMENTS

DOOR SCHEDULE, DOOR

AND FRAME TYPES,

FRAME DETAILS

A7.12

01/07/2026

2525.11

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DOOR AND FRAME SCHEDULE

DOOR FRAME

FIRE RATING COMMENTSMARK TYPE

SIZE

MAT'L TYPE MAT'L TYPE

WIDTH

HEIGHTOVERALL PANEL 1 PANEL 2

A100 PAIR 8' - 0" 4' - 0" 4' - 0" 7' - 0" WD FWD STL STL1 90 EXISTING DOOR, NEW

HWD

D100 PAIR 6' - 0" 3' - 0" 3' - 0" 7' - 0" WD NWD STL STL 4 -- NEW

GENERAL DOOR NOTES

WOOD DOOR TYPES (WD)

SCALE: 1 1/2" = 1'-0"

STUD-INT. STEEL DOOR HEAD1 SCALE: 1 1/2" = 1'-0"

STUD-DOOR JAMB DETAIL2

STEEL FRAME TYPES (STL)

EXISTING 2' X 2' ACT1

NOT IN SCOPE

1. NOT ALL CEILING DEVICES ARE SHOWN ON THE

ARCHITECTURAL REFLECTED CEILING PLAN,

DEVICES ARE SHOWN TO REPRESENT THE

DESIRED LOCATION AND DESIGN INTENT.

REFERENCE MEP DRAWINGS FOR FINAL LOCATION.

N

TRUE NORTH

N

PLAN NORTH

CORRIDOR

D100

A9.12D 3A9.12D

800 851

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CONTRACT DOCUMENTS

REFLECTED CEILING

PLAN - AREA D

A9.12D

01/07/2026

2525.11

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RCP LEGEND

GENERAL RCP NOTES

KEYNOTE LEGEND

200 REMOVE LIGHT FIXTURE TO ACCOMMODATE NEW

WALL AND SALVAGE FOR REUSE IN NEW LOCATION,

REFER TO ELECTRICAL

201 SALVAGE EXISTING RETURN/EXHAUST GRILLE, REFER

TO MECHANICAL

202 REMOVE AND SALVAGE CEILING TILES AS REQUIRED

FOR NEW PARTITION

800 REINSTALL SALVAGED LIGHT FIXTURE IN NEW

LOCATION, REFER TO ELECTRICAL

801 REINSTALL SALVAGED RETURN AIR GRILLE IN NEW

LOCATION, REFER TO MECHANICAL

802 REPAIR EXISTING CEILING GRID AFFECTED BY NEW

PARTITION AND REUSE SALVAGED CEILING TILES

851 INSTALL NEW EXIT LIGHT EGRESS SIGN, REFER TO

ELECTRICAL

A

BC

D

KEY PLAN

SCALE: 1/8" = 1'-0"

REFLECTED CEILING PLAN - AREA D1

SCALE: 1/4" = 1'-0"2

ENLARGED DEMOLITION

REFLECTED CEILING

PLAN - PARTIAL AREA D

SCALE: 1/4" = 1'-0"3

ENLARGED REFLECTED

CEILING PLAN - PARTIAL

AREA D

WET PIPE ALARM VALVE

DRY PIPE VALVE

DELUGE VALVE

PREACTION VALVE

ALARM & SYSTEM VALVES

SPRINKLER HEADS

UPRIGHT SPRINKLER

PENDANT SPRINKLER

UPRIGHT SPRINKLER - NIPPLE UP

PENDANT SPRINKLER - ON DROP NIPPLE

SPRINKLER WITH GUARD

SIDEWALL SPRINKLER

M

VALVES

VALVES (GENERAL)

VALVE IN PIT

POST-INDICATOR VALVE

KEY OPERATED VALVE

OS&Y VALVE (RISING STEM)

INDICATING BUTTERFLY VALVE

NONINDICATING VALVE (NONRISING STEM)

CHECK VALVE

BACKFLOW PREVENTER - LISTED DOUBLE CHECK TYPE

BACKFLOW PREVENTER - REDUCED PRESSURE ZONE (RPZ) TYPE

PRESSURE REGULATING VALVE

PRESSURE RELIEF VALVE

METER

ANGLE VALVE (ANGLE HOSE VALVE)

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Engineering Firm:

O'CONNELL ROBERTSON

Firm Registration No. F-2708

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CONTRACT DOCUMENTS

FIRE PROTECTION NOTES,

SYMBOLS, AND

ABBREVIATIONS

FP1.11

01/07/2026

2525.11

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ALL FIRE PROTECTION AND RELATED WORK SHALL BE IN

COMPLIANCE WITH THE FOLLOWING CODES AND APPLICABLE

LOCAL AMENDMENTS:

1. INTERNATIONAL FIRE CODE, 2021 EDITION.

2. INTERNATIONAL BUILDING CODE (2021 EDITION) WITH ANY

APPLICABLE LOCAL AMENDMENTS.

3. NFPA 13 - STANDARD FOR THE INSTALLATION OF

SPRINKLER SYSTEMS, CURRENT EDITION.

4. NFPA 25 - STANDARD FOR THE INSPECTION, TESTING AND

MAINTENANCE OF WATER-BASED FIRE PROTECTION

SYSTEMS, CURRENT EDITION.

5. NFPA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE,

CURRENT EDITION.

6. NFPA 101 - LIFE SAFETY CODE, CURRENT EDITION.

7. NFPA 241: STANDARD FOR SAFEGUARDING

CONSTRUCTION, ALTERATION, AND DEMOLITION

OPERATIONS (2022 EDITION).

CODE COMPLIANCE

SYSTEM DESIGN REQUIREMENTS

1. THE FIRE PROTECTION DRAWINGS AND SPECIFICATIONS

FOR THIS PROJECT ARE INTENDED TO PROVIDE

PERFORMANCE CRITERIA SUFFICIENT FOR DESIGN

PURPOSES. THE CONTRACTOR SHALL PREPARE A DESIGN

FOR THE SYSTEM TO MEET THE PERFORMANCE CRITERIA

REQUIRED BY THESE DRAWINGS AND THE

SPECIFICATIONS.

2. THE DESIGN SHALL BE PREPARED, SIGNED AND SEALED

BY EITHER A PROFESSIONAL ENGINEER LICENSED IN THE

STATE OF TEXAS & KNOWLEDGEABLE IN THE FIELD OF

FIRE PROTECTION ENGINEERING, OR RESPONSIBLE

MANAGING EMPLOYEE (RME) LICENSED BY THE STATE OF

TEXAS FIRE MARSHALL'S OFFICE.

3. THE CONTRACTOR SHALL FURNISH WORKING PLANS AND

CALCULATIONS FOR THE DESIGN. THE WORKING PLANS

AND CALCULATIONS SHALL INCLUDE ALL ITEMS REQUIRED

NFPA 13 SECTIONS 22.1 AND 22.2, AS WELL AS THE

REQUIREMENTS OF OTHER CODES WHEN APPLICABLE.

WORKING PLANS AND CALCULATIONS SHALL BE

SUBMITTED TO BOTH THE AUTHORITY HAVING

JURISDICTION AND THE PROJECT ENGINEER FOR REVIEW

BEFORE BEGINNING WORK.

4. BEFORE BEGINNING DESIGN OF MODIFICATIONS TO THE

SYSTEM, THE CONTRACTOR SHALL VERIFY AVAILABLE

PRESSURE AT THE BUILDING'S EXISTING SYSTEM RISER

AS A BASIS FOR FINAL DESIGN. NOTIFY THE ENGINEER

IMMEDIATELY, IN WRITING, IF THE AVAILABLE WATER

SUPPLY APPEARS DEFICIENT FOR THE PURPOSES OF THE

WORK UNDER THIS CONTRACT.

5. THE RENOVATED AREA SHALL BE FULLY SPRINKLERED

PER NFPA 13 TO MEET LIGHT HAZARD OCCUPANCY

REQUIREMENTS, EXCEPT WHERE MORE STRINGENT

REQUIREMENTS ARE NOTED ON THE PLANS. THE SYSTEM

SHALL BE HYDRAULICALLY CALCULATED AND DESIGNED

TO PROVIDE A MINIMUM 10 PSI MARGIN OF SAFETY

BETWEEN CALCULATED SYSTEM DEMAND, INCLUDING

HOSE STREAM ALLOWANCE, AND AVAILABLE WATER

SUPPLY.

SITE CONDITIONS AND COORDINATION

1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS

PRIOR TO BIDDING AND CONSTRUCTION.

2. REFER TO ARCHITECTURAL PLANS FOR ANY PHASING OF

CONSTRUCTION AND COORDINATE BIDDING AND

EXECUTION ACCORDINGLY.

3. SELECTED MAJOR PIPING RUNS MAY BE INDICATED ON

THE PLANS AND SHALL GENERALLY FOLLOW THE

ROUTING INDICATED. CONTRACTOR SHALL ROUTE PIPING

IN WALLS AND ABOVE CEILING IN CONCEALED SPACES

WHEREVER POSSIBLE. WHERE PIPING MUST BE RUN

EXPOSED ROUTE INLINE WITH AND HOLD TIGHT TO

STRUCTURE.

4. ALL PIPING MUST BE COORDINATED WITH THE WORK OF

OTHER TRADES AND THE BUILDING CONSTRUCTION.

COORDINATE ROUTING OF PIPING AND PLACEMENT OF

SPRINKLER HEADS WITH MECHANICAL AND ELECTRICAL

SYSTEMS AS WELL AS ARCHITECTURAL CEILING DESIGNS

AND FEATURES. NO FIRE SPRINKLER PIPING SHALL BE

INSTALLED UNTIL FULLY COORDINATED SHOP DRAWINGS

SHOWING RELATIVE LOCATIONS OF FIRE PIPING,

DOMESTIC WATER PIPING, HVAC PIPING, DUCTWORK,

CONDUITS, CEILINGS, DIFFUSERS/REGISTERS, LIGHT

FIXTURES AND OTHER CEILING ELEMENTS HAVE BEEN

SUBMITTED AND ACCEPTED.

5. COORDINATE TIE-IN LOCATIONS WITH WORK PROVIDED BY

OTHER TRADES OR UNDER SEPARATE CONTRACT.

6. ALL PIPING PENETRATIONS THROUGH FIRE RATED WALLS,

FLOOR ASSEMBLIES AND SOUND WALLS SHALL BE MADE

WITH THE PIPING AT RIGHT ANGLES TO THE PENETRATED

WALLS. PENETRATIONS THROUGH FIRE RATED WALLS

AND CEILING ASSEMBLIES SHALL BE SEALED WITH U.L.

LISTED SYSTEMS AND METHODS AS SPECIFIED FOR THIS

PROJECT IN ORDER TO MAINTAIN ASSEMBLY RATING.

PENETRATIONS THROUGH SOUND WALLS SHALL BE

SEALED WITH NON-COMBUSTIBLE SOUND PROOFING.

7. COORDINATE AND ROUTE PIPING TO AVOID STRUCTURAL

PENETRATIONS WHEREVER POSSIBLE. WHERE

STRUCTURAL PENETRATIONS CANNOT BE AVOIDED,

COORDINATE AND PROVIDE SLEEVES AND BLOCKOUTS.

ALL SUCH PENETRATIONS MUST BE REVIEWED AND BE

FOUND ACCEPTABLE BY THE PROJECT STRUCTURAL

ENGINEER.

8. THE CONTRACTOR SHALL COORDINATE WITH THE FIRE

ALARM INSTALLATION FOR ALL FIRE ALARM CONNECTIONS

ASSOCIATED WITH FIRE SUPPRESSION SYSTEMS.

PIPING MATERIALS AND INSTALLATION

1. ALL PIPING SHALL BE U.L. LISTED AND/OR F.M. APPROVED

FOR FIRE PROTECTION SERVICE AND THE INTERIOR

SURFACE SHALL BE COATED TO REDUCE

MICROBIOLOGICALLY INFLUENCED CORROSION (MIC).

2. ALL PIPING SMALLER THAN 2" SHALL BE SCHEDULE 40

STEEL PIPE, AS SPECIFIED, WITH MALLEABLE IRON OR

CAST IRON THREADED FITTINGS.

3. ALL PIPING 2" AND LARGER SHALL BE SCHEDULE 10 OR

SCHEDULE 40 STEEL PIPE, AS SPECIFIED, WITH WELDED,

FLANGED, OR ROLLED GROOVED FITTINGS. CUT

GROOVES ARE NOT ACCEPTABLE.

4. ALL PIPE AND FITTINGS FOR WET SYSTEMS SHALL BE

BLACK STEEL. ALL PIPE AND FITTINGS FOR DRY SYSTEMS

SHALL BE GALVANIZED STEEL.

5. BRANCH TAPS MAY BE MADE WITH WELDED TAPS. ALL

SUCH PIPE SHALL BE FABRICATED BY AN AWS CERTIFIED

SHOP. FIELD WELDING OF BRANCH TAPS IS NOT

ACCEPTABLE.

6. FIELD WELDING OF FLANGES AND WELD FITTINGS IN

MAINS IS ACCEPTABLE PROVIDED THAT ALL LOCATIONS

AND REQUIREMENTS ARE CLEARLY DENOTED ON THE

CONTRACTOR'S WORKING PLANS. ALL WELDING SHALL BE

PERFORMED BY AWS CERTIFIED WELDERS.

7. INSTALLATION OF FLOW SWITCHES AND TAPS TO

EXISTING MAINS MAY BE MADE WITH LISTED SADDLE TAPS.

THE CONTRACTOR SHALL RETRIEVE ALL DRILLED

COUPONS, DATE WITH SUITABLE PERMANENT MARKINGS,

AND SECURE AT THE TAP LOCATION USING PLATED #3

JACK CHAIN, OR EQUIVALENT.

8. ALL WATER SUPPLY AND SECTIONALIZING VALVES,

EXCEPT KEY OPERATED BURIED GATE VALVES, SHALL BE

PROVIDED WITH SUPERVISORY (TAMPER) SWITCHES.

9. ALL HANGERS SHALL BE DESIGNED & SPACED IN

ACCORDANCE WITH NFPA 13, CHAPTER 9. ARMOVERS

GREATER THAN 2'-0" SHALL BE SUPPORTED WITH

HANGER.

10. TEST PIPING PER NFPA 13, AND 25 AS APPLICABLE AND

SUBMIT REPORTS AS PART OF CLOSE OUT DOCUMENTS.

GENERAL NOTES

01/07/2026

TRUE NORTH PLAN NORTH

NN

1. REFER TO SHEET M1.1 FOR GENERAL MECHANICAL NOTES

THAT SHALL APPLY TO ALL SHEETS IN THIS SET UNLESS

NOTED OTHERWISE IN THE KEYED NOTES.

2. ALL EXISTING DUCTWORK, PIPING SIZES & LOCATIONS ARE

TAKEN FROM AVAILABLE RECORD DOCUMENTS & SITE

OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY ALL

EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

3. WHERE WALL SENSORS ARE LOCATED NEAR LIGHT

SWITCHES, GROUP ALL BACKBOXES TOGETHER IN

ORDERLY FASHION WITH CONSISTENT SPACING

BETWEEN. COORDINATE WALL SENSOR LOCATIONS WITH

ARCHITECTURAL PLANS TO AVOID CASEWORK, WALL

PANELS, ETC. DO NOT INSTALL SENSORS BEHIND DOOR

SWINGS.

4. COORDINATE ALL PAINTING REQUIREMENTS FOR

EXPOSED ELEMENTS WITH DIV 23 SPECIFICATIONS AND

ARCHITECTURAL RCP SHEETS.

GENERAL NOTES

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9.6

C24

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