18-Drawings.pdf

KEY MAP

VICINITY MAP

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610 610

99 99

MAINTENANCE CONTRACT - Z100-00-00-X360

MTSC DISTRIBUTION CENTER

SECOND FLOOR BUILDOUT

LESLEY BRIONES

TOM S. RAMSEY, P.E.

ADRIAN GARCIA

RODNEY ELLIS

COUNTY JUDGE LINA HIDALGO

PCT. 2 PCT. 4

PCT. 3PCT. 1

CHRISTINA (TINA) PETERSEN, PHD, P.E.EXECUTIVE DIRECTOR

PRECINCT 4

PRECINCT 3

PRECINCT 2

PRECINCT 1

PRECINCT 2

PROJECT

LOCATION

ISSUED FOR BIDDING

02/27/2026

JOB NO. 26/0067

ELEVATION

MARK

NAME

ELEVATION

DOOR TYPE NUMBER

PARTITION TYPE

PLAN NOTE x NUMBER

WINDOW MARK

EQUIPMENT TAG

INTERIORS ROOM FINISH TAG

INTERIORS FLOOR FINISH TAG

ACCENT WALL FINISH TAG

LINE OF DEMARCATION B/T DIFFERING

FLOOR FINISHES

Floor Finish

Wall Finish Base Finish

Wall Finish Base Finish

ROOM NAME / NUMBER

STRUCTURAL COLUMN

GRID

DETAIL/SECTION MARK

CALL OUT / DETAIL MARK

A102

SIM1

A103

#/ A101

A102

W.2

NOTE BY SYMBOL - NEW

NOTE BY SYMBOL - DEMOLITION

N

PLAN NORTH

REVISION CLOUD & TAG2

W12

ROOM NAME

INTERIOR ELEVATION MARK

EXTERIOR ELEVATION MARK

PARTITION DESIGNATION

HOURLY "FIRE RESISTIVE RATING"

OR SMOKE RATING

A HB HOSE BIBB

HC HANDICAPPED

HCTLT HANDICAPPED TOILET

HD BD HARD BOARD

HDR HEADER

HDWD HARDWOOD

HDWR HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HR HOUR

HO HOISTWAY OPENING

HORIZ HORIZONTAL

HP HORSE POWER

HPL HIGH PRESSURE LAMINATE

HR HOUR

HVAC HEATING, VENTILATION, & AC

AFF ABOVE FINISHED FLOOR

AC ACCESSIBLE

ADJ ADJUSTABLE

ADDL ADDITIONAL

AHJ AUTHORITY HAVING

JURISDICTION

ALT ALTERNATE

ALUM ALUMINUM

AB ANCHOR BOLTS

ARCH ARCHITECTURAL

B BD BOARD

BOT BOTTOM

BLDG BUILDING

BUR BUILT-UP ROOF

C CAB CABINET

CC CENTER TO CENTER

CLG CEILING

CEIL CEILING

CER CERAMIC

CG CORNER GUARD

CJ CONTROL JOINT

CMU CONCRETE MASONRY UNIT(S)

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CT CERAMIC TILE

CTP COUNTERTOP

CTR CENTER

CW CURTAIN WALL

D DECOR DECORATIVE

DEG DEGREE

DEMO DEMOLITION

DTL DETAIL

DET DETAIL

DF DRINKING FOUNTAIN

DIAM/d DIAMETER

DIM DIMENSION

DN DOWN

DR DOOR

DBL DOUBLE

DS DOWNSPOUT

DWG DRAWING

DWR DRAWER

E E EAST

EA EACH

ELEC ELECTRICAL

EL / ELEV ELEVATION

EJ EXPANSION JOINT

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

FEX FIRE EXTINGUISHER

FF FINISHED FLOOR

FFE FURNITURE, FIXTURES, & EQUIP

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FLASH FLASHING

FLR FLOOR

FLUOR FLUORESCENT

FR FIRE RETARDANT / RESISTIVE

FRP FIBER REINFORCED POLYMER

FT FOOT / FEET

FTG FOOTING

FURN FURNITURE

FV FIELD VERIFY

FWC FABRIC WALL COVERING

FPHB FREEZE PROOF HOSE BIBB

G GA GAUGE

GALV GALVANIZED

GB / GWB GYPSUM BOARD

GEN GENERAL

GFRC GLASS FIBER REINF CONCRETE

GFRG GLASS FIBER REINF GYPSUM

GI GALVANIZED IRON

GL GLASS

GND GROUND

GR GRADE

GYP GYPSUM

GYP BD GYPSUM BOARD

H

I ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

J JBOX JUNCTION BOX

JT JOINT

K KD KNOCK DOWN

KO KNOCK OUT

L LAM LAMINATE

LAV LAVATORY

LF LINEAR FEET

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

M M METER

MACH MACHINE

MANUF MANUFACTURER

MFR MANUFACTURER

MATL MATERIAL

MAX MAXIMUM

MBR MODIFIED BITUMEN ROOF

MECH MECHANICAL

MEMB MEMBRANE

MH MANHOLE

MIN MINIMUM

MLDG MOULDING

MM MILLIMETER

MO MASONRY OPENING

MTD MOUNTED

MTG MOUNTING

MTL METAL

MUL MULLION

N N NORTH

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

O OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OH OPPOSITE HAND

OPG OPENING

OPP OPPOSITE

OPT OPTION / OPTIONAL

P PA PUBLIC ADDRESS (SYSTEM)

PAT PATIENT

PCF POUNDS

PL PLATE / PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

POL POLISHED

PR PAIR

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT PAINT

PTD PAINTED

PTM PATCH TO MATCH

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PLWD PLYWOOD

Q QT QUARRY TILE

QTR QUARTER

QTY QUANTITY

R R / RAD RISER / RADIUS

RA RETURN AIR

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REFER / REFERENCE

RECEPT RECEPTACLE

REF REFER / REFERENCE

REFL REFLECTED

REG REGISTER

REINF REINFORCED

REQ REQUIRED / REQUIREMENT

RES RESILIENT

REV REVISED / REVISION

RH ROBE HOOK

RM ROOM

RO ROUGH OPENING

ROW RIGHT-OF-WAY

S S SOUTH

SA SUPPLY AIR

SAB SOUND ATTENUATION BATTS

SAN SANITARY

SB SPLASH BLOCK

SC SOLID CORE

STC SOUND TRANSMISSION CLASS

SCHED SCHEDULE / SCHEDULED

SECT SECTION

SF SQUARE FOOT / FEET

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SO STRUCTURAL OPENING

SPEC SPECIFIED

SPR SINGLE PLY ROOFING

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURE

SUSP SUSPENDED

SYM SYMBOL

SYS SYSTEM

T T TREAD / TOP

TB TOP OF BRICK

TC TOP OF CURB

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TERR TERRAZZO

T&G TONGUE & GROOVE

THK THICK / THICKNESS

THRU THROUGH

TLT TOILET

TO TOP OF

TOC TOP OF CURB / CONCRETE

TOD TOP OF DECK

TOF TOP OF FOOTING

TOJ TOP OF JOIST

TOL TOLERANCE

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

TV TELEVISION

TYP TYPICAL

U UCL UNDERCABINET LIGHT

UNO UNLESS NOTED OTHERWISE

UR URINAL

V VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VWC VINYL WALL COVERING

W W WEST / WIDE / WIDTH

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WCOT WAINSCOT

WD WOOD

WEEP WEEP HOLE(S)

WP WATERPROOFING

W/R WATER RESISTANT

WT WEIGHT

WWF WELDED WIRE FABRIC

& AND = EQUALS " INCH

L ANGLE # POUNDS / NUMBER - MINUS

@ AT x TIMES + PLUS

CL CENTERLINE ' FOOT / FEET +/- PLUS / MINUS

GRAPHIC ABBREVIATIONS

STANDARD ABBREVIATIONS

EARTH

GRAVEL

SAND / PRECAST CONCRETE / MORTAR /

GROUT

CONCRETE

PRECAST CONCRETE

2x WOOD / DIMENSIONAL

LUMBER - CONTINUOUS

FINISHED WOOD

INSULATION - BATT, BLANKET OR

ACOUSTICAL

RIGID INSULATION

BRICK

CONCRETE MASONRY UNITS -

CMU

GYPSUM BOARD

GYPSUM BOARD

-- OR --

STEEL

ALUMINUM

PLYWOOD

PRAIRIE OAK DR

VI

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C

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NS

AC

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LN

10700 VINE CREST DR,

HOUSTON TX 77086

COPYRIGHT © 2025 HUITT-ZOLLARS, INC.

PROJECT NO.:

REVIEWED BY:

ISSUES / REVISIONS LOG:

DRAWN BY:

APPROVED BY:

PROJECT ADDRESS:

CONSULTANTS:

PROFESSIONAL SEALS:

OWNER:

PROJECT:

ARCHITECT / ENGINEER:

SHEET TITLE:

SHEET NUMBER:

1001 Fannin Street Suite 4040

Houston, TX 77002

(713) 622-1180 www.huitt-zollars.com

1 2 3 4 5 6

1 2 3 4 5 6

E

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HUITT-ZOLLARS, INC.

FIRM REGISTRATION NO. F-761

HCFCD PROJECT ID NO.

Z100-00-00-X360

1/

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HCFCD MTSC -

Distribution Center

10700 VINE CREST DR,

HOUSTON TX 77086

G002

PROJECT

INFORMATION

R313332.19

MMS

LW

MN

SHEET NUMBER SHEET TITLE

GENERAL

G001 COVER

G002 PROJECT INFORMATION

G003 ACCESSIBILITY STANDARDS

G004 FIRE CODE REVIEW

LIFE SAFETY

LS-101 LIFE SAFETY PLANS

STRUCTURE

S001 3D VIEW AND SHEET LIST

S101 GENERAL STRUCTURAL CRITERIA

S201 FOUNDATION PLAN

S202 SECOND FLOOR FRAMING PLAN

S203 ROOF FRAMING PLAN

S401 TYPICAL FOUNDATION DETAILS

S501 TYPICAL FRAMING DETAILS

S502 TYPICAL COMPOSITE FRAMING DETAILS

S503 FLOOR FRAMING DETAILS

S504 FRAMING DETAILS

S601 PANEL ELEVATIONS

ARCHITECTURE

A0.10 SITE PLAN

AD1.00 DEMOLITION PLAN LEVEL 1 & 2

AD1.60 DEMO RCP PLAN LEVEL 1 & 2

A1.00 FLOOR PLAN LEVEL 1 & 2

A1.40 RESTROOM ENLARGED PLANS

A1.41 RESTROOM ENLARGED PLANS

A1.42 ENLARGED PLANS

A1.43 ENLARGED PLANS & APPLIANCE SCHEDULE

A1.60 REFLECTED CEILING PLAN LEVEL 1 & 2

A1.70 POWER PLANS

A1.80 FINISH PLAN

A-3.00 BUILDING SECTIONS

A5.00 DOOR & FINISH SCHEDULE & DETAILS

A5.10 TYPICAL PARTITIONS AND DETAILS

A6.00 INTERIOR ELEVATIONS

A7.00 ELEVATOR PLANS, SECTIONS, & DETAILS

A7.10 STAIRS

A7.20 MILLWORK SECTIONS & DETAILS

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND LEGEND

E-002 ELECTRICAL SITE PLAN

ED101 ELECTRICAL DEMOLITION PLAN - LEVEL 1

ED102 ELECTRICAL DEMOLITION PLAN - LEVEL 2

EL101 ELECTRICAL LIGHTING PLAN - LEVEL 1

EL102 ELECTRICAL LIGHTING PLAN - LEVEL 2

EP101 ELECTRICAL POWER PLAN - LEVEL 1

EP102 ELECTRICAL POWER PLAN - LEVEL 2

EQ101 ELECTRICAL EQUIPMENT PLAN - LEVEL 1

EQ102 ELECTRICAL EQUIPMENT PLAN - LEVEL 2

EZ501 ELECTRICAL DETAILS

EZ601 ELECTRICAL SCHEDULES

EZ701 ELECTRICAL DIAGRAMS

EZ702 ELECTRICAL DIAGRAMS - BID ALTERNATE

FIRE ALARM

FA001 FIRE ALARM GENERAL NOTES AND LEGEND

FA101 FIRE ALARM PLAN - LEVEL 1

FA102 FIRE ALARM PLAN - LEVEL 2

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND LEGENDS

MD101 MECHANICAL DEMOLITION PLAN - LEVEL 1

MD102 MECHANICAL DEMOLITION PLAN - LEVEL 2

MEP02 MECHANICAL ELECTRICAL PLUMBING ROOF PLAN

MEPD01 MECHANICAL ELECTRICAL PLUMBING DEMOLITION ROOF PLAN

MH101 MECHANICAL PLAN - LEVEL 1

MH102 MECHANICAL PLAN - LEVEL 2

MP101 MECHANICAL PIPING & CONTROLS PLAN - LEVEL 1

MP102 MECHANICAL PIPING & CONTROLS PLAN - LEVEL 2

MZ401 MECHANICAL ENLARGED PLANS

MZ402 MECHANICAL ENLARGED PLANS

MZ403 MECHANICAL ENLARGED PLANS

MZ501 MECHANICAL DETAILS

MZ502 MECHANICAL DETAILS

MZ601 MECHANICAL SCHEDULES

MZ602 MECHANICAL SCHEDULES

MZ801 MECHANICAL CONTROLS

MZ802 MECHANICAL CONTROLS

PLUMBING

P-001 PLUMBING GENERAL NOTES AND LEGEND

PD101 PLUMBING DEMOLITION PLAN - LEVEL 1

PJ101 PLUMBING UNDERSLAB PLAN

PJ102 PLUMBING PLAN - LEVEL 1

PJ103 PLUMBING PLAN - LEVEL 2

PZ501 PLUMBING DETAILS

PZ502 PLUMBING DETAILS

PZ601 PLUMBING SCHEDULES

PZ701 PLUMBING RISER DIAGRAM SUPPLY

PZ702 PLUMBING RISER DIAGRAM - WASTE & VENT

COMMUNICATIONS

T0.01 LEGEND AND NOTES - COMMUNICATIONS

T1.00 FLOOR PLAN LEVEL 1 & 2 - COMMUNICATIONS

T3.01 TELECOM ROOM DETAILS - COMMUNICATIONS

T4.01 GENERAL DETAILS - COMMUNICATIONS

AV INFRASTRUCTURE

AVI0.01 LEGEND AND NOTES - AV INFRASTRUCTURE

AVI1.00 FLOOR PLAN LEVEL 1 & 2 - AV INFRASTRUCTURE

AVI1.60 REFLECTED CEILING PLAN LEVEL 1 & 2 - AV INFRASTRUCTURE

AVI4.01 GENERAL DETAILS - AV INFRASTRUCTURE

AV5.01 AV SIGNAL FLOW DIAGRAMS

SECURITY

SC0.01 LEGEND AND NOTES - SECURITY

SC1.00 FLOOR PLAN LEVEL 1 & 2 - SECURITY

SC3.01 DOOR ELEVATION DETAILS - SECURITY

SC4.01 GENERAL DETAILS - SECURITY

LANDSCAPE

L-101 LANDSCAPE PLAN

L-201 LANDSCAPE NOTES

TOTAL: 94

SHEET INDEXGENERAL NOTES

DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIMENSION(S), NOTIFY THE ARCHITECT

IN WRITING.

ALL DIMENSIONS ON 1/8", & 1/4" SCALE PLANS ARE TO THE FACE OF MASONRY, CONCRETE, OR THE FACE OF GYPSUM BOARD, UNLESS NOTED

OTHERWISE. ALL MASONRY DIMENSIONS ARE ACTUAL, UNLESS NOTED OTHERWISE.

VERIFY ALL DIMENSIONS, CONDITIONS, EXISTING CONSTRUCTION, AND GRADES AT THE JOB SITE. NOTIFY ARCHITECT IN WRITING OF ANY

DISCREPANCIES OR CONFLICTS.

VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT TO BE INSTALLED OR RELOCATED WHETHER FURNISHED BY

OWNER OR BY CONTRACTOR(S) BEFORE ANY CONSTRUCTION PERTAINING TO SAME HAS BEGUN.

VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL THE OPENINGS FOR STRUCTURAL, MECHANICAL, & ELECTRICAL WORK AND

EQUIPMENT WITH ALL TRADES INVOLVED.

CEILING HEIGHTS INDICATED ON THE ROOM FINISH SCHEDULE ARE TAKEN FROM THE FINISH FLOOR ELEVATION. VERIFY THE SIZE, LOCATION, & CHARACTERISTICS OF ALL MECHANICAL, ELECTRICAL, AND STRUCTURAL ITEMS BEFORE CEILING CONSTRUCTION IS BEGUN. COORDINATE WITH

ALL TRADES TO MAINTAIN SCHEDULED CEILING HEIGHTS.

DEMOLITION INFORMATION IS SHOWN THROUGHOUT THE DRAWINGS AND IS NOT LIMITED TO THE DEMOLITION DRAWINGS.

COORDINATE VISUAL APPEARANCE OF ALL ELECTRICAL, MECHANICAL, & PLUMBING WORK AT AREAS W/ EXPOSED CEILING/STRUCTURE. RUN ALL PIPES, CONDUITS, DUCTWORK, ETC., ORTHOGONAL WITH STRUCTURE W/ ALL TURNS & BENDS AT 90 DEGREES.

VERIFY THAT REQUIRED OPERATION AND MAINTENANCE CLEARANCES ARE PROVIDED FOR ALL EQUIPMENT ITEMS.

INSTALL ALL ITEMS IN ACCORDANCE W/ THE MANUFACTURER'S WRITTEN INSTRUCTIONS, EXCEPT THAT THE SPECIFICATIONS HEREIN, WHERE MORE STRINGENT, SHALL SUPERCEDE. NOTIFY THE ARCHITECT IN WRITING OF ANY CONFLICTS.

PROJECT NAME: MTSC DISTRIBUTION CENTER 2ND FLOOR BUILD OUT

OWNER'S ADDRESS: 10700 VINE CREST DR, HOUSTON, TX 77086

PROJECT LOCATION: 10700 VINE CREST DR, HOUSTON, TX 77086

OWNER'S CONTACT: RODERICK DIXON, RODERICK.DIXON@HCFCD.HCTX.NET

ARCHITECT'S CONTACT: MARCY NEWMAN, MNEWMAN@HUITT-ZOLLARS.COM

PROJECT SUMMARY: EXPANSION OF THE EXISTING FIRST FLOOR AND SECOND FLOOR.

BUILDING AREAS: 15,000 SF

(APPROXIMATE)

APPLICABLE CODES:

2018 INTERNATIONAL BUILDING CODE (IBC) W/ HARRIS COUNTY AMENDMENTS

2021 INTERNATIONAL EXISTING BUILDING CODE

2021 INTERNATIONAL FIRE CODE (IFC) W/ HARRIS COUNTY AMENDMENTS

2015 INTERNATIONAL MECHANICAL CODE (IMC), STATE OF TEXAS ADOPTED - NOT REVIEWED/INSPECTED BY HARRIS COUNTY 2015 INTERNATIONAL PLUMBING CODE (IPC), STATE OF TEXAS ADOPTED - NOT REVIEWED/INSPECTED BY HARRIS COUNTY 2014 NATIONAL ELECTRIC CODE (NEC, NFPA 70), STATE OF TEXAS ADOPTED - NOT REVIEWED/INSPECTED BY HARRIS COUNTY

2010 AMERICANS WITH DISABILITIES ACT (ADA)

2012 TEXAS ACCESSIBILITY STANDARD (TAS)

DESIGN CRITERIA

PROJECT LOCATION MAPMATERIAL INDICATIONS

GRAPHIC SYMBOLS

MARK DATE DESCRIPTION

1 04/18/25 DD COORDINATION

2 06/16/25 50% CD

3 07/28/25 95% CD

4 08/28/25 ISSUE FOR PERMIT & BID

5 11/26/25 PERMIT CORRECTIONS

6 12/09/25 BID-READY SET

DOMINANT DIRECTION OF

TRAVEL

FIG. 302.2

CARPET PILE HEIGHT

FIG. 302.3

ELONGATED OPENINGS IN FLOOR OR

GROUND SURFACES

1/2 " M

AX

1/2" MAX.

LO

NG

D

IM

EN

SI

ON

P

ER

PE

ND

IC

UL

AR

T O

DO

MI

NA

NT

D

IR

EC

TI

ON

O

F

TR

AV

EL

FIG. 303.3

BEVELED CHANGE IN LEVEL

FIG. 303.2

VERTICAL CHANGE IN LEVEL

1/4 " M

AX

1/4

1/4

1/2

FIG. 304.3.2

T-SHAPED TURNING

SPACE

60" MIN.

" M

IN

" M

IN

36" MIN.

12" MIN.

" M

IN

" M

IN

12" MIN.

FIG. 802.1.2

WIDTH OF WHEELCHAIR SPACES IN ASSEMBLY AREAS

(a)

SINGLE SPACE

(b)

TWO SPACES

(b)

SIDE ENTRY

(a)

FRONT OR REAR

ENTRY

FIG. 802.1.3

DEPTH OF WHEELCHAIR SPACES IN ASSEMBLY AREAS

NOTE: 802.3

COMPANION SEAT SHALL

COMPLY

WITH 802.3

" M

IN

" M

IN

36" MIN. 33" MIN. 33" MIN.

FIG. 305.3

CLEAR FLOOR OR

GROUND SPACE

FIG. 305.5

POSITION OF CLEAR FLOOR

OR GROUND SPACE

(a)

FORWARD

(b)

PARALLEL

FIG. 305.7.1

MANEUVERING CLEARANCE

IN AN ALCOVE,

FORWARD APPROACH

FIG. 305.7.2

MANEUVERING CLEARANCE

IN AN ALCOVE,

PARALLEL APPROACH

48" MIN.

" M

IN

" M

IN

48" MIN.48

" M

IN

30" MIN.

36" MIN. 60" MIN.

X

X

FIG. 306.2

TOE CLEARANCE

(a)

ELEVATION

(b)

PLAN

FIG. 306.3

KNEE CLEARANCE

(a)

ELEVATION

(b)

PLAN

" M

IN

" M

IN

8" MIN.

" M

IN

11" MIN.

9" M

IN

9"

6" MAX.

17" - 25"

25" MAX.

FIG. 307.4

VERTICAL CLEARANCE

FIG. 307.2

LIMITS OF PROTRUDING

OBJECTS

FIG. 307.3

POST-MOUNTED PROTRUDING OBJECTS

(a) (b)

" M

AX

X

4" MAX.

X

X ≥ 8

0"

12" MAX. 12" MAX.

" M

AX

" M

IN

X > 12"

X > 12"

FIGURE 308.2.1

UNOBSTRUCTED

FORWARD REACH

FORWARD OR SIDE REACH AGES 3 AND 4 AGES 5 THROUGH 8 AGES 9 THROUGH 12

HIGH ( MAXIMUM) 36 in. (915 mm) 40 in. (1015 mm) 44 in. (1120 mm)

LOW (MINIMUM) 20 in. (510 mm) 18 in. (455 mm) 16 in. (405 mm)

CHILDREN'S REACH RANGES

FIGURE 308.2.2

OBSTRUCTED HIGH

FORWARD REACH

FIGURE 308.3.1

UNOBSTRUCTED SIDE

REACH

(a)

(b)

FIGURE 308.3.2

UNOBSTRUCTED HIGH SIDE

REACH

(a)

(b)

" M

AX

20" MAX.

" M

AX

>20" - 25" MAX.

" M

IN

" M

AX

10" MAX.

" M

IN

" M

AX

10" MAX.

" M

AX

" M

AX

>10" - 24" MAX.

" M

AX

" M

AX

(c)

FOLDING DOOR

(b)

SLIDING DOOR

(a)

HINGED DOOR

FIG. 404.2.3

CLEAR WIDTH OF DOORWAYS

(a)

FRONT APPROACH, PULL SIDE

(b)

FRONT APPROACH, PUSH SIDE

(c)

FRONT APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND LATCH

(d)

HINGE APPROACH, PULL SIDE

(e)

HINGE APPROACH, PULL SIDE

(f)

HINGE APPROACH, PUSH

SIDE

FIG. 404.2.4.1

MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES

(g)

HINGE APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND LATCH

(h)

LATCH APPROACH, PULL

SIDE

(i)

LATCH APPROACH, PULL SIDE, DOOR

PROVIDED WITH CLOSER

(j)

LATCH APPROACH, PUSH SIDE,

(k)

LATCH APPROACH, PUSH SIDE,

DOOR PROVIDED WITH CLOSER

(a)

FRONT APPROACH

(b)

SIDE APPROACH

(c)

POCKET OR HINGE APPROACH

(e)

STOP OR LATCH APPROACH

FIG. 404.2.4.2

MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING DOORS, GATES, AND FOLDING DOORS

(a)

PULL SIDE

(b)

PUSH SIDE

(c)

PUSH SIDE, DOOR PROVIDED WITH

BOTH CLOSER AND LATCH

FIG. 404.2.4.3

MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES

(a)

(b)

(c)

FIG. 404.2.6

DOORS IN SERIES AND GATES IN SERIES

" M

IN

18" MIN. 60

" M

IN

36" MIN.48

" M

IN

" M

IN

" M

IN

12" MIN.

" M

IN

42" MIN.

22" MIN.

" M

IN

22" MIN.

" M

IN

24" MIN.

" M

IN

24" MIN. 24" MIN.

" M

IN

24" MIN.

" M

IN

18" MIN.

X

8"60 " M

IN

X

8"

" M

IN

" M

IN

X

8"

12" MIN.

48" MIN.

48" MIN.

48" MIN.

" M

IN

22" MIN 42

" M

IN

" M

IN

24" MIN42

" M

IN

32" MIN

32" MIN

32" MIN

90.

0°

(a) (b)

FIG. 609.2.2

GRAB BAR NON-CIRCULAR CROSS SECTION

4" - 4.8" PERIMETER

(a)

PROJECTING OBJECTS

(b)

RECESSED OBJECTSFIG. 609.3

SPACING OF GRAB BARS

2" MAX.

2" MAX.

1 1 /2"

M

IN

" M

IN

FIG. 604.5.1

SIDE WALL GRAB BAR AT WATER

CLOSETS

(a)

WHEELCHAIR ACCESSIBLE

WATER CLOSETS

(b)

AMBULATORY ACCESSIBLE

WATER CLOSETS

FIG. 604.2

WATER CLOSET LOCATION

FIG. 604.3.1

SIZE OF CLEARANCE AT WATER

CLOSET

FIG. 604.5.2

REAR WALL GRAB BAR AT WATER CLOSETS

TRANSFER

SIDE

FIG. 604.7

DISPENSER OUTLET LOCATION

(a)

ADULT WALL HUNG

WATER CLOSET

FIG. 604.8.1.1

SIZE OF WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT

ALTERNATE

DOOR

LOCATION

FIG. 604.8.1.2

WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT

DOORS

(a)

ELEVATION

ADULT

(b)

ELEVATION

CHILDREN

(c)

PLAN

FIG. 604.8.1.4

WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE

FIG. 604.8.2

AMBULATORY ACCESSIBLE TOILET COMPARTMENT

11 TO 12 IN.

(280 TO 305 MM)

12 TO 15 IN.

(305 TO 380 MM.)

15 TO 17 IN.

(380 TO 430 MM.)

18 TO 20 IN.

(280 TO 305 MM.)

20 TO 25 IN.

(510 TO 635 MM.)

25 TO 27 IN.

(635 TO 685 MM.)

14 IN. (355 MM.) 14 TO 17 IN.

(355 TO 430 MM.)

17 TO 19 IN.

(430 TO 485 MM.)

WATER CLOSET CENTERLINE

TOILET SEAT HEIGHT

GRAB BAR HEIGHT

DISPENSER HEIGHT

AGES 3 & 4 AGES 5

THROUGH 8

AGES 9

THROUGH 12

12 IN. (305 MM.) 12 TO 15 IN.

(305 TO 380 MM.)

15 TO 18 IN.

(380 TO 455 MM.)

ADVISORY SPECIFICATIONS FOR WATER CLOSETS SERVING CHILDREN AGES 3 THROUGH 12

FIG. 604.3.2

(EXCEPTION) OVERLAP OF WATER CLOSET

CLEARANCE IN RESIDENTIAL DWELLING

NOTE: 604.4 SEATS

THE SEAT HEIGHT OF A WATER

CLOSET ABOVE THE FINISH

FLOOR SHALL BE 17 INCHES

MINIMUM AND 19 INCHES

MAXIMUM MEASURED TO THE

TOP OF THE SEAT. SEATS SHALL

NOT BE SPRUNG TO RETURN TO

A LIFTED POSITION.

PARTITIONPARTITION

12" MAX. 42" MIN.

54" MIN.

16" - 18"

17" - 19"

" M

IN

60" MIN.

12" MIN.24" MIN.

36" MIN.

7" - 9"

" M

IN

" M

AX

" M

IN

60" MIN.

" M

IN

60" MIN.

4" MAX.

4" M

AX

" M

IN

6" MIN.

9" M

IN

6" MIN.

" M

IN

6" MIN.

6" M

IN

35" - 37"

" M

IN

60" MIN.

18" MIN.

" M

IN

FIG. 703.4.1

HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND

FIG. 703.7.2

INTERNATIONAL SYMBOLS

FIG. 703.7.2.2

INT. SYMBOL OF TTY

FIG. 703.7.2.4

INT. SYMBOL OF ACCESS FOR

HEARING LOSS

FIG. 703.7.2.1

PROPORTIONS INT. SYMBOL OF

ACCESSIBILITY

FIG. 703.7.2.3

VOLUME CONTROL TELEPHONE

AR

EA

OF

RE

FU

GE

AREA OF

MEN

FIG. 703.6.1

PICTOGRAM FIELD

HEIGHT TO FINISH FLOOR OR GROUND

FROM BASELINE OF CHARACTER

HORIZONTAL

VIEWING

DISTANCE

MINIMUM CHARACTER HEIGHT

40 IN. (1015MM) TO LESS THAN

OR EQUAL TO 70 IN.(1780 MM)

LESS THAN 72

IN. (1830 MM) 5/8 IN. (16 MM)

40 IN. (1015 MM) TO LESS THAN OR

EQUAL TO 70 IN. (1780 MM)

72 IN. (1830 MM)

AND GREATER

5/8 IN (16 MM), PLUS 1/8 IN. (3.2 MM)

PER FOOT (305 MM) OF VIEWING

DISTANCE ABOVE 72 IN. (1830 MM)

GREATER THAN 70 IN (1780 MM) TO LESS

THAN OR EQUAL TO 120 IN (3050 MM)

LESS THAN 180

IN (5470 MM) 2 IN (51 MM)

GREATER THAN 70 IN. (1780 MM) TO

LESS THAN OR EQUAL TO 120 IN (3050 MM)

180 IN. (4560 MM)

AND GREATER

2 IN. (51 MM), PLUS 1/8 IN. (3.2 MM)

PER FOOT (3-5 MM) OF VIEWING

DISTANCE ABOVE 180 IN. (4570 MM)

GREATER THAN 120 IN. (3050 MM)

LESS THAN 21

FEET (6400 MM) 3 IN. (75 MM)

HORIZONTAL

VIEWING DISTANCE

3 IN. (75 MM), PLUS 1/8 IN. (3.2 MM) PER

FOOT 305 MM) OF VIEWING DISTANCE

ABOVE 21 FEET (6400 MM)

GREATER THAN 120 IN. (3050 MM)

TABLE 703.5.5 VISUAL CHARACTER HEIGHT

FIG. 703.4.2

LOCATION OF TACTILE SIGNS AT DOORS

CENTERED ON

TACTILE

CHARACTERS

" M

IN

" M

AX

6" M

IN

18" MIN.

" M

IN

REFUGE

FIG. 605.2

HEIGHT AND DEPTH OF URINALS

(a)

WALL HUNG TYPE

(b)

STALL TYPE

13 1/2" MIN.

" M

AX

13 1/2" MIN.

FIG. 602.5

DRINKING FOUNTAIN SPOUT

LOCATION

NOTE: 602.4 SPOUT HEIGHT

SPOUT OUTLETS SHALL BE

36" INCHES MAXIMUM ABOVE THE

FINISH FLOOR OR GROUND

5" MAX. 15" MIN.

COPYRIGHT © 2025 HUITT-ZOLLARS, INC.

PROJECT NO.:

REVIEWED BY:

ISSUES / REVISIONS LOG:

DRAWN BY:

APPROVED BY:

PROJECT ADDRESS:

CONSULTANTS:

PROFESSIONAL SEALS:

OWNER:

PROJECT:

ARCHITECT / ENGINEER:

SHEET TITLE:

SHEET NUMBER:

1001 Fannin Street Suite 4040

Houston, TX 77002

(713) 622-1180 www.huitt-zollars.com

1 2 3 4 5 6

1 2 3 4 5 6

E

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B

A

HUITT-ZOLLARS, INC.

FIRM REGISTRATION NO. F-761

HCFCD PROJECT ID NO.

Z100-00-00-X360

1/

/2

:2 7:

A

M C

:\U se rs \h ar re ol a\

D oc um en ts \H

C

FC

D _M

TS

C

_D is tri bu tio n

C en te r_

AR

C

H _R

_h ar re ol aX

6X

.rv t

HCFCD MTSC -

Distribution Center

10700 VINE CREST DR,

HOUSTON TX 77086

G003

ACCESSIBILITY

STANDARDS

R313332.19

MMS

LW

MN

MARK DATE DESCRIPTION

1 04/18/25 DD COORDINATION

2 06/16/25 50% CD

3 07/28/25 95% CD

4 08/28/25 ISSUE FOR PERMIT & BID

COPYRIGHT © 2025 HUITT-ZOLLARS, INC.

PROJECT NO.:

REVIEWED BY:

ISSUES / REVISIONS LOG:

DRAWN BY:

APPROVED BY:

PROJECT ADDRESS:

CONSULTANTS:

PROFESSIONAL SEALS:

OWNER:

PROJECT:

ARCHITECT / ENGINEER:

SHEET TITLE:

SHEET NUMBER:

1001 Fannin Street Suite 4040

Houston, TX 77002

(713) 622-1180 www.huitt-zollars.com

1 2 3 4 5 6

1 2 3 4 5 6

E

D

C

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HUITT-ZOLLARS, INC.

FIRM REGISTRATION NO. F-761

HCFCD PROJECT ID NO.

Z100-00-00-X360

/9

/2

4:

:5

PM

C :\U se rs

\h ar re ol a\ D oc um en ts

\H C

FC

D

_M

TS

C _D is tri bu tio n C en te r_

AR

C H

_R

_h ar re ol aX

6X .rv t

HCFCD MTSC -

Distribution Center

10700 VINE CREST DR,

HOUSTON TX 77086

G004

FIRE CODE REVIEW

R313332.19

LTH

LW

Approver

MARK DATE DESCRIPTION

1 04/18/25 DD COORDINATION

2 06/16/25 50% CD

3 07/28/25 95% CD

4 08/28/25 ISSUE FOR PERMIT & BID

5 11/26/25 PERMIT CORRECTIONS

6 12/09/25 BID-READY SET

X

X

II-B, NOT SPRINKLERED

55'

1 1

10700 VINE CREST DR

HOUSTON, TX 77086

1235860010001

2 32'-6"

N/A

N/A

WELLNESS (106)B 70.72 150 1

ELEC. (105)ACC 40.19 300 1

ELEC. (104)ACC 42.29 300 1

JAN. (102)ACC 40.54 300 1

OFFICE (101)B 111.49 150 1

LOCKER (110)LCKS 502.14 50 11

WAREHOUSE (112)S-1 4,476.99 500 9

HYDROLOGY STORAGE (113)S-1 585.4 500 2

SURVEY STORAGE (114)S-1 300.11 500 1

BREAK ROOM (201)AUC 307.4 15 21

STORAGE (213)ACC 92.87 300 1

PHONE BOOTH (204)B 57.97 150 1

I.T. (206)ACC 68.15 300 1

ALERT ROOM (208)B 1,092.3 150 8

OFFICE (210)B 127.93 150 1

OFFICE (211) B 127.61 150 1

OFFICE (214)B 112.01 150 1

OFFICE (215)B 112.01 150 1

OFFICE (216)B 107.89 150 1

CONF. ROOM (207)B 315.75 150 3

OPEN OFFICE (217)B 2,827.53 150 19

OFFICE (218)B 159.12 150 1

ALERT COMMAND (219)B 159.3 150 1

I.T. SUPPORT (220)B 150.76 150 1

I.T. STOR. (212)ACC 98 150 1

TOTAL L1 31

12,607.44

14,788.00

$3,000,000.00

X

X

2 A-1.00

4 A-1.00

X

LS-1.01 & A7.10

LS-1.01

X

PRIMARY USE - B, BUSINESS 200' 175' LS-1.01

X

X

7,500 SF

14,788.00

NORTHWEST PARK MUNICIPAL UTILITY DISTRICT

B, E, M A B C A1.00, A1.60 & A5.10

S B B C A1.00, A1.60 & A5.10

X

PALLETIZED & SOLID PILE STORAGE

A1.00

OFFICE SUPPLIES, UNIFORMS, VEHICLE AND EQUIPMENT PARTS, CONSTRUCTION

SUPPLIES, TEMPORARY FURNITURE, BOTTLED WATER, FIRE EXTINGUISHERS,

INACTIVE PROJECT FILES AND DRAWINGS, COMPUTER AND ACCESSORIES,

ELECTRONIC EQUIPMENT, PALLETIZED GOODS, ETC.

NO HIGH-PILED STORAGE

X

X

X

X

X

X

X

X

X

X

X

X

X

X

HCFCD MTSC DISTRIBUTION CENTER

CHESTER NIELSEN

G001 A7.20

08/28/2025CHESTER NIELSEN

1 HR UL U465, A6/A5.10, UL901, A4/A5.10 PROVIDE

RATED OPENING SELF-CLOSER

X

X ≥ 30 X ≥ 30 X ≥ 30 X ≥ 30

X

X

X

X

X

X

X

X

X

X

X

A0.10

A0.10 A0.10

X

TABS2026000581

X

THIS BUILDING SERVES AS A HUB FOR ADMINISTRATIVE FUNCTIONS, STORAGE, AND DISTRIBUTION. IT SUPPORTS OFFICE

OPERATIONS, HOUSES INVENTORY AND EQUIPMENT, AND FACILITATES THE EFFICIENT MOVEMENT OF GOODS AND MATERIALS.

N/A

LEVEL 2

LEVEL 1

X

X

X

X

X

X

2,500 2 HRS

X

2509110115

X A1.00 4

X

3/4 HR A5.00, PROVIDE RATED OPENING SELF-CLOSER

A5.00, PROVIDE RATED OPENING SELF-CLOSER

SECONDARY USE - S-1, STORAGE 200' 68'-10" LS-1.01

GRAND TOTAL 94

TOTAL L2 63

VESTIBULE (100)B 406.24 150 3

DN

DN

0;

0;0;

42 SF

ELEC

ACC

40 SF

ELEC.

ACC

71 SF

WELLNESS

B

502 SF

LOCKER

LCKS

111 SF

OFFICE

B

41 SF

JAN.

ACC

4,477 SF

WAREHOUSE

S-1

300 SF

S-1

STORAGE

585 SF

S-1

STORAGE

REQ'D

W

PROV'D

W

34"3"

EXIT 6

REQ'D

W

PROV'D

W

3" 36"

EXIT 3

TD - 58'-4"

CPT - 34'-8"

TD - 88'-3"

CPT - 36'-5"

TD - 31'-8"

TD - 46'-2"

REQ'D

W

PROV'D

W

2" 34"

EXIT 5

TD - 64'-0"

FE

C

FEC

70 SF

ELEV.

X

52 SF

RESTR.

X

69 SF

ADA RESTR.

X

44 SF

SHWR.

X

72 SF

ADA SHWR.

X

REQ'D

W

PROV'D

W

2" 36"

EXIT 4

TD - 68'-10"

406 SF

VESTIBULE

B

447 SF

BREAK RM.

AUC

93 SF

STOR.

ACC

58 SF

PHONE BOOTH

B

68 SF

I.T.

ACC

1,092 SF

ALERT ROOM

B

128 SF

OFFICE

B

128 SF

FILE STOR.

B

112 SF

OFFICE

B

112 SF

OFFICE

B

107 SF

OFFICE

B

316 SF

CONF.

B

2,827 SF

OPEN OFFICE

B

150159 SF

OFFICE

B

159 SF

ALERT COMMAND

B

151 SF

IT SUPPORT

B

TD - 117'-8"

CPT - 28'-11"

TD -

54'-4"

CPT - 3

8'-8"

TD - 109'-6"

REQ'D

W

PROV'D

W

7" 36"

EXIT 2

FEC

FEC

TD - 1

33'-0"

TD - 99'-8"

CPT - 39'-4"

69 SF

ELEV.

X

56 SF

ADA RESTR.

X

55 SF

RESTR.

X

98 SF

I.T. STOR.

ACC

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

ALL CONDUIT, PIPES, DUCTS, AND MIX. PENETRATIONS THROUGH RATED WALLS, FLOORS, AND

ROOFS MUST BE PROTECTED WITH UL-RATED THROUGH-PENETRATION FIRESTOPPING

SYSTEMS.

UL ASSEMBLIES INDICATED ON THE PARTITION TYPE DETAILS ESTABLISH A BASIS FOR

PERFORMANCE. OTHER ASSEMBLIES MAY BE CONSIDERED AT THE DISCRETION OF THE

ARCHITECT IF EQUIVALENT PERFORMANCE CRITERIA IS PROVIDED.

SUBSTITUTION OF PROPOSALS SHALL INCLUDE CHANGES REQUIRED TO ALL COMPONENTS OF

THE ASSEMBLY.

WHERE RATED PARTITIONS ABUT EXTERIOR WALLS, FLOOR DECKS, OR ROOF DECKS, JOINTS

SHALL BE SEALED WITH UL-RATED FIRE-RESISTIVE JOINT SYSTEMS.

REFER TO PARTITION TYPE INFORMATION FOR WALL CONSTRUCTION AND RATED ASSEMBLY

UL DESIGNS.

IBC = INTERNATIONAL BUILDING CODE. NFPA = NATIONAL FIRE PROTECTION ASSOCIATION.

PENETRATIONS OF FIRE-RATED PARTITIONS, WALLS, OR FLOORS BY DATA AND

COMMUNICATION WIRING OR CABLE SHALL BE MADE THROUGH MODULAR, RE-ENTERABLE

FIRESTOPPING DEVICES CONTAINING SELF-SEALING INTUMESCENT INSERTS PER

SPECIFICATION.

LIFE SAFETY ABBREVIATIONS

IBC FUNCTION OF SPACE (CHAPTER 10) OR NFPA OR NFPA 101 USE (CHAPTER 7)

ACC

AUC

B

LCKS

EXE

UOC

IBC: ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM (SF/300)

NFPA 101: STORAGE USE IN OTHER OCCUPANCIES (SF/500)

IBC: ASSEMBLY, UNCONCENTRATED ((TABLES AND CHAIRS) (SF/15)

NFPA 101: LESS CONCENTRATED USE, WITHOUT FIXED SEATING (SF/15)

IBC: BUSINESS AREAS (SF/150)

NFPA 101: BUSINESS USE (SF/100)

IBC: LOCKER ROOMS (SF/50)

NFPA 101: NO EQUIVALENT

IBC: EXERCISE ROOMS (SF/50)

NFPA 101: EXERCISE ROOMS WITH EQUIPMENT (SF/50)

IBC: UNOCCUPIED SPACES (-/SF)

NFPA 101: NO EQUIVALENTOCCUPANCY

CLASSIFICATION TYPE OF CONSTRUCTION

A, B, E, F, M, S, U

TYPE II

B

NOT SPRINKLERED

HEIGHT ALLOWED

HEIGHT PROVIDED

32'-6"

OCCUPANCY

CLASSIFICATION

TYPE OF CONSTRUCTION

TYPE II

B

NOT SPRINKLERED

B

S-1

STORIES ALLOWED

STORIES PROVIDED

OCCUPANCY

CLASSIFICATION

TYPE OF CONSTRUCTION

TYPE II

B

NOT SPRINKLERED

B

S-1

23,000

17,500

SQUARE FEET ALLOWED

SQUARE FEET PROVIDED

17,500

7,500

OCCUPANCY

H-5

NSNSNSNSNSNSNSNSNSS NS

H-3, H-4H-2H-1Be, F-1

M, S-1 F-2, S-2, URaI-2I-1a, I-3 I-4A, E

A, E

I-1a, I-3, I-4

I-2

Ra

F-2, S-2, U

Be, F-1, M, S-1

H-1

H-2

H-3, H-4

H-5

N N 1 2

N N

N N

N N

N N

N N

N NP

N NP

1d NP

N NP

2 NP 1 2 N 1 1 2 NP NP 3 4 2 3 2 NP

S S S S S S S S S

NP

NP

NP

NP

NP

NP

NP

NP

NPNPNPNPNP

1 NP

2 NP 1 NP

2 NP

1c 1

2 2NP

2c

NP

NP NP

NP NP

NP NP

NP NP

NP NP

NP

NP

NP

3 4

2 3 2

NP

NP

NP

2 3

BUILDING ELEMENT

TYPE II

B

0PRIMARY STRUCTURAL FRAME (SEE SECTION 202)

BEARING WALLS:

EXTERIORe, f

INTERIOR

NONBEARING WALLS AND PARTITIONS:

EXTERIOR

INTERIORd

SEE TABLE 602

0FLOOR CONSTRUCTION AND ASSOCIATE SECONDARY MEMBERS

(SEE SECTION 202)

0cROOF CONSTRUCTION AND ASSOCIATE SECONDARY MEMBERS

(SEE SECTION 202)

FIRE SEPARATION

DISTANCE = X (FEET)

TYPE OF

CONSTRUCTION

OCCUPANCY GROUP

B, S-1

0X ≥ 30 ALL

GROUP

B, E, M, R-1

S

TYPE OF CONSTRUCTION

CORRIDORS AND

ENCLOSURE FOR EXIT

ACCESS STAIRWAYS

AND RAMPS

ROOMS AND

ENCLOSED

SPACESc

INTERIOR EXIT

STAIRWAYS AND

RAMPS AND EXIT

PASSAGEWAYSa, b

A

B

B

B

C

C

HIGH HAZARD

OCCUPANCY

MINIMUM-RATED SINGLE

EXTINGUISHER

MAXIMUM FLOOR AREA

PER UNIT OF A

MAXIMUM FLOOR AREA

FOR EXTINGUISHERB

MAXIMUM DISTANCE OF

TRAVEL TO EXTINGUISHER

MODERATE

HAZARD OCCUPANCY

LOW HAZARD

OCCUPANCY

4-Aa2-A2-Ac

1,000 SQUARE FEET1,500 SQUARE FEET3,000 SQUARE FEET

11,250 SQUARE FEET11,250 SQUARE FEET11,250 SQUARE FEET

75 FEET75 FEET75 FEET

MINIMUM

WIDTH (INCHES)

ANY FACILITY NOT LISTED IN THIS TABLE

ACCESS TO AND UTILIZATION OF MECHANICAL, PLUMBING, OR ELECTRICAL

SYSTEMS OR EQUIPMENT

WITH AN OCCUPANT LOAD OF LESS THAN 50

WITHIN A DWELLING UNIT

IN GROUP E WITH A CORRIDOR HAVING AN OCCUPANT LOAD OF 100 OR MORE

IN CORRIDORS AND AREAS SERVING STRETCHER TRAFFIC IN AMBULATORY

CARE FACILITIES

GROUP I-2 IN AREAS WHERE REQUIRED FOR BED MOVEMENT

OCCUPANCY

OCC.

B

S-1

LOAD

WATER CLOSETS

M W

1.8 1.8

0.06 0.06

M W

LAVATORIES

M W

1.125 1.125

0.06 0.06

DRINKING

FOUNTAINS

0.9

0.012

OTHER

1 SERVICE SINK

REQUIRED 1.86 1.86 1.185 1.185 0.912 1 SERVICE SINK

PROVIDED 2 2 2 2 2 1 SERVICE SINK

LIFE SAFETY SYMBOL LEGEND

ROOM NAME

Oc

2000 SF

# Oc

LF OCCUPANT LOAD FACTOR

OCCUPANCY TYPE

ROOM AREA

OCCUPANT LOAD

TD - XX'-XX"

CPT - XX'-XX"

EXIT ACCESS TRAVEL DISTANCE (APPROXIMATE)

COMMON PATH OF TRAVEL (APPROXIMATE)

LOCATION OF MAX. PATH OF TRAVEL

LOCATION OF COMMON PATH OF TRAVEL

REQ'D

W

PROV'D

W

32" 34"

EXIT 1

EXIT CAPACITY PROVIDED

OCCUPANT LOAD AT EXIT COMPONENT

EXIT COMPONENT DESIGNATION

EXIT CAPACITY USED

EXIT DISCHARGE100

E - 100

TOTAL OCCUPANTS

OCCUPANCY TYPE SUBTOTALS

NON-RATED

NON-RATED SMOKE-RESISTANT

1 HR FIRE-RESISTANT

1 HR FIRE-RESISTANT / SMOKE BARRIER

2 HR FIRE-RESISTANT

2 HR FIRE-RESISTANT / SMOKE BARRIER

3 HR FIRE-RESISTANT

4 HR FIRE-RESISTANT

FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER AND CABINET

EXIT SIGN

COPYRIGHT © 2025 HUITT-ZOLLARS, INC.

PROJECT NO.:

REVIEWED BY:

ISSUES / REVISIONS LOG:

DRAWN BY:

APPROVED BY:

PROJECT ADDRESS:

CONSULTANTS:

PROFESSIONAL SEALS:

OWNER:

PROJECT:

ARCHITECT / ENGINEER:

SHEET TITLE:

SHEET NUMBER:

1001 Fannin Street Suite 4040

Houston, TX 77002

(713) 622-1180 www.huitt-zollars.com

1 2 3 4 5 6

1 2 3 4 5 6

E

D

C

B

A

HUITT-ZOLLARS, INC.

FIRM REGISTRATION NO. F-761

HCFCD PROJECT ID NO.

Z100-00-00-X360

/9

/2

4:

:5

PM

C :\U se rs

\h ar re ol a\ D oc um en ts

\H C

FC

D

_M

TS

C _D is tri bu tio n C en te r_

AR

C H

_R

_h ar re ol aX

6X .rv t

HCFCD MTSC -

Distribution Center

10700 VINE CREST DR,

HOUSTON TX 77086

LS-101

LIFE SAFETY PLANS

R313332.19

LTH

LW

Approver

OCCUPANT LOAD CALCULATIONS

NO. ROOM NAME AREA OCCUPANCY OCCUPANT LOAD

FACTOR

OCCUPANT

LOAD

LEVEL 1

106 WELLNESS 70.72 SF B 150 1

105 ELEC. 40.19 SF ACC 300 1

104 ELEC 42.29 SF ACC 300 1

102 JAN. 40.54 SF ACC 300 1

101 OFFICE 111.23 SF B 150 1

110 LOCKER 502.14 SF LCKS 50 11

100 VESTIBULE 406.24 SF B 150 3

112 WAREHOUSE 4476.86 SF S-1 500 9

113 HYDROLOGY

STORAGE 600SF 585.4 SF S-1 500 2

114 SURVEY STORAGE

300SF 300.11 SF S-1 500 1

LEVEL 2

201 BREAK RM. 446.51 SF AUC 15 21

213 STOR. 92.87 SF ACC 300 1

204 PHONE BOOTH 57.97 SF B 150 1

206 I.T. 67.79 SF ACC 300 1

208 ALERT ROOM 1092.3 SF B 150 8

210 OFFICE 127.93 SF B 150 1

211 FILE STOR. 127.61 SF B 150 1

214 OFFICE 112.01 SF B 150 1

215 OFFICE 112.01 SF B 150 1

216 OFFICE 107.48 SF B 150 1

207 CONF. 315.75 SF B 150 3

217 OPEN OFFICE 2827.12 SF B 150 19

218 OFFICE 159.12 SF B 150 1

219 ALERT COMMAND 159.3 SF B 150 1

220 IT SUPPORT 150.76 SF B 150 1

212 I.T. STOR. 98 SF ACC 300 1

TOTAL OCCUPANTS 94

1/8" = 1'-0"

LIFE SAFETY PLAN - LEVEL 1A3

1/8" = 1'-0"

LIFE SAFETY PLAN - LEVEL 2C3

THE BUILDING SHALL COMPLY WITH APPLICABLE BUILDING CODES. SELECT CALCULATIONS AND KEY REQUIREMENTS ARE INCLUDED BELOW BY IBC CHAPTER. SPECIFIC CONSTRUCTION REQUIREMENTS

AND CRITERIA ARE CONTAINED IN OTHER SHEETS.

PROJECT SUMMARY

FIRST FLOOR RENNOVATION AND EXPANSION OF SECOND FLOOR.

APPROX. GROSS SQUARE FOOTAGE:

FIRST FLOOR: 7,500 SF

SECOND FLOOR: 7,288 SF

NUMBER OF STORIES: 2

APPROX. BLDG. HEIGHT: 32'-6" TO TOP OF PARAPET

GROUP OCCUPANCIES: B (PRIMARY USE); S-1 (SECONDARY USE)

CONSTRUCTION TYPE: II-B, NOT SPRINKLERED

BUILDING CODE ANALYSIS

a.

b.

c.

d.

e.

a.

b.

c.

d.

e.

f.

CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION

PRIMARY USE - BUSINESS AREAS

B, BUSINESS (IBC 304.1)

SECONDARY USE - WAREHOUSE STORAGE AND DISTRIBUTION

S-1, MODERATE-HAZARD STORAGE (IBC 311.2)

CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY

N/A

CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS

504 BUILDING HEIGHT AND STORIES

TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE

TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE

TABLE 506.2 ALLOWABLE AREA FACTOR IN SQUARE FEET

508 MIXED USE AND OCCUPANCY

TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)

S = BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN

ACCORDANCE WITH SECTION 903.1.1.

NS = BUILDINGS NOT EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED

IN ACCORDANCE WITH SECTION 903.1.1.

N = NO SEPARATION REQUIREMENT.

NP = NOT PERMITTED.

SEE SECTION 420.

THE REQUIRED SEPARATION FROM AREAS USED ONLY FOR PRIVATE OR PLEASURE VEHICLES

SHALL BE REDUCED BY 1 HOUR BUT NOT TO LESS THAN 1 HOUR.

SEE SECTION 406.3.4.

SEPARATION IS NOT REQUIRED BETWEEN OCCUPANCIES OF THE SAME CLASSIFICATION.

SEE SECTION 422.2 FOR AMBULATORY CARE FACILITIES.

NO SEPARATION OF OCCUPANCY REQUIRED FOR B OR S-1 OCCUPANCY GROUPS.

CHAPTER 6 - TYPES OF CONSTRUCTION

601 GENERAL

TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

N/A N/A

IN ALL OCCUPANCIES, HEAVY TIMBER SHALL BE ALLOWED WHERE A 1-HOUR OR LESS FIRE-

RESISTANCE RATING IS REQUIRED.

NOT LESS THAN THE FIRE-RESISTANCE RATING REQUIRED BY OTHER SECTIONS OF THIS CODE.

NOT LESS THAN THE FIRE-RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE (SEE TABLE 602).

NOT LESS THAN FIRE-RESISTANCE RATING AS REFERENCED IN SECTION 704.10.

TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE

SEPARATION DISTANCE

ALL EXTERIOR WALLS ARE AT LEAST 10'-0" FROM THE NEAREST STRUCTURE.

a.

b.

c.

a.

b.

c.

CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES

705 EXTERIOR WALLS

705.8.1 ALLOWABLE AREA OF OPENINGS

THE MAXIMUM AREA OF UNPROTECTED AND PROTECTED OPENINGS PERMITTED IN AN EXTERIOR

WALL IN ANY STORY OF A BUILDING SHALL NOT EXCEED THE PERCENTAGES SPECIFIED IN TABLE 705.8.

EXCEPTION 2: BUILDINGS WHOSE EXTERIOR BEARING WALLS, EXTERIOR NONBEARING WALLS AND EXTERIOR PRIMARY STRUCTURAL FRAME ARE NOT REQUIRED TO BE FIRE-RESISTANCE RATED SHALL

BE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENINGS.

706 FIRE WALLS - NONE

707 FIRE BARRIERS - NONE

707 FIRE PARTITIONS - NONE

CHAPTER 8 - INTERIOR FINISHES

803 WALL AND CEILING FINISHES

803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY

CLASS C INTERIOR FINISH MATERIALS SHALL BE PERMITTED FOR WAINSCOTTING OR

PANELING OF NOT MORE THAN 1,000 SQUARE FEET OF APPLIED SURFACE AREA IN THE GRADE

LOBBY WHERE APPLIED DIRECTLY TO A NONCOMBUSTIBLE BASE OR OVER FURRING STRIPS

APPLIED TO A NONCOMBUSTICLE BASE AND FIREBLOCKED AS REQUIRED BY SECTION

803.1.3.1.

N/A

REQUIREMENTS FOR ROOMS AND ENCLOSED SPACES SHALL BE BASED ON SPACES

ENCLOSED BY PARTITIONS. WHERE A FIRE-RESISTANCE RATING IS REQUIRED FOR

STRUCTURAL ELEMENTS, THE ENCLOSING PARTITIONS SHALL EXTEND FROM THE FLOOR TO

THE CEILING. PARITIONS THAT DO NOT COMPLY WITH THIS SHALL BE CONSIDERED TO BE

ENCLOSING SPACES AND THE ROOMS OR SPACES ON BOTH SIDES SHALL BE CONSIDERED TO

BE ONE ROOM OR SPACE. IN DETERMINING THE APPLICABLE REQUIREMENTS FOR ROOMS

AND ENCLOSED SPACES, THE SPECIFIC OCCUPANCY THEREOF SHALL BE THE GOVERNING

FACTOR REGARDLESS OF THE GROUP CLASSIFICATION OF THE BUILDING OR STRUCTURE.

INTERIOR FINISHES SHALL BE DESIGNED TO MORE RESTRICTIVE B OCCUPANCY GROUP

REQUIREMENTS. REFER TO MATERIAL FINISH SCHEDULE FOR INDIVIDUAL MATERIAL

CLASSIFICATIONS.

CHAPTER 9 - FIRE PROTECTION SYSTEMS

903 AUTOMATIC SPRINKLER SYSTEMS - NOT PROVIDED

906 PORTABLE FIRE EXTINGUISHERS

906.3 FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS

FOR SI: 1 FOOT = 304.8 MM, 1 SQUARE FOOT = 0.0929 M2, 1 GALLON = 3.785 L.

TWO 2 1/2-GALLON WATER-TYPE EXTINGUISHERS SHALL BE DEEMED THE EQUIVALENT OF ONE

4-A RATED EXTINGUISHER.

ANNEX E3.3 OF NFPA 10 PROVIDES MORE DETAILS CONCERNING APPLICATION OF THE

MAXIMUM FLOOR AREA CRITERIA.

TWO WATER-TYPE EXTINGUISHERS EACH WITH A 1-A RATING SHALL BE DEEMED THE

EQUIVALENT OF ONE 2-A RATED EXTINGUISHER FOR LOW HAZARD OCCUPANCIES.

EXTINGUISHERS SHALL BE PROVIDED ACCORDING TO TABLE 906.3. REFER TO LIFE SAFETY SHEETS

FOR LOCATIONS.

CHAPTER 10 - MEANS OF EGRESS

1001 OCCUPANT LOAD

REFER TO LIFE SAFETY PLAN AND OCCUPANT LOAD CALCULATIONS.

OCCUPANT LOAD:

FIRST FLOOR: 31

SECOND FLOOR: 63

TOTAL: 94

1005 MEANS OF EGRESS SIZING

1005.3.1 STAIRWAYS

0.3 INCHES PER OCCUPANT X 64 OCCUPANTS = 18.9"

REQUIRED COMBINED EXIT WIDTH: 18.9"

PROVIDED COMBINED EXIT WIDTH: 70"

1005.3.2 OTHER EGRESS COMPONENTS

0.2 INCHES PER OCCUPANT X 94 OCCUPANTS = 18.8 INCHES

REQUIRED COMBINED EXIT WIDTH: 18.8"

PROVIDED COMBINED EXIT WIDTH: 170.0"

1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS

TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY

PERMITTED COMMON PATH OF TRAVEL: 75'-0"

MAXIMUM COMMON PATH OF TRAVEL PROVIDED: 39'-4"

TABLE 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY

MINIMUM NUMBER OF EXITS PER STORY: 2 EXITS

PROVIDED NUMBER OF EXITS PER STORY: 2 EXITS

1017 EXIT ACCESS TRAVEL DISTANCE

TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE

PERMITTED EXIT ACCESS TRAVEL DISTANCE: 200'-0"

MAX. PROVIDED EXIT ACCESS TRAVEL DISTANCE: 175'-0"

1020 CORRIDORS

TABLE 1020.2 MINIMUM CORRIDOR WIDTH

CORRIDORS SHALL BE 44 INCHES WIDE.

1020.4 DEAD ENDS

MAXIMUM DEAD END PERMITTED: 20'-0"

MAXIMUM DEAD END PROVIDED: NONE

CHAPTER 29 - PLUMBING SYSTEMS

2902.1 MINIMUM NUMBER OF FIXTURES

B OCCUPANCY:

WATER CLOSETS: 1 PER 25 OCCUPANTS FOR THE FIRST 50 OCCUPANTS & 1 PER 50 FOR THE

REMAINDER EXCEEDING 50

LAVATORIES: 1 PER 40 OCCUPANTS FOR THE FIRST 80 OCCUPANTS & 1 PER 80 FOR THE

REMAINDER EXCEEDING 80

DRINKING FOUNTAINS: 1 PER 100 OCCUPANTS

OTHER: 1 SERVICE SINK

S-1 OCCUPANCY:

WATER CLOSETS: 1 PER 100 OCCUPANTS

LAVATORIES: 1 PER 100 OCCUPANTS

DRINKING FOUNTAINS: 1 PER 1,000 OCCUPANTS

OTHER: 1 SERVICE SINK

MARK DATE DESCRIPTION

1 04/18/25 DD COORDINATION

2 06/16/25 50% CD

3 07/28/25 95% CD

4 08/28/25 ISSUE FOR PERMIT & BID

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90904

COPYRIGHT © 2025 HUITT-ZOLLARS, INC.

PROJECT NO.:

REVIEWED BY:

ISSUES / REVISIONS LOG:

DRAWN BY:

APPROVED BY:

PROJECT ADDRESS:

CONSULTANTS:

PROFESSIONAL SEALS:

OWNER:

PROJECT:

ARCHITECT / ENGINEER:

SHEET TITLE:

SHEET NUMBER:

1001 Fannin Street Suite 4040

Houston, TX 77002

(713) 622-1180 www.huitt-zollars.com

1 2 3 4 5 6

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PROJECT # : 25-017-00

12/09/2025 BID-READY SET

HCFCD PROJECT ID NO.

Z100-00-00-X360

12/09/2025

08/27/2025 100%CD

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Distribution Center

10700 VINE CREST DR,

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S001

3D VIEW AND SHEET

LIST

R313332.19

MS

LM

FD

PRESENTATION 3D VIEW

SHEET LIST

Sheet Number Sheet Name

S001 3D VIEW AND SHEET LIST

S101 GENERAL STRUCTURAL CRITERIA

S201 FOUNDATION PLAN

S202 SECOND FLOOR FRAMING PLAN

S203 ROOF FRAMING PLAN

S401 TYPICAL FOUNDATION DETAILS

S501 TYPICAL FRAMING DETAILS

S502 TYPICAL COMPOSITE FRAMING DETAILS

S503 FLOOR FRAMING DETAILS

S504 FRAMING DETAILS

S601 PANEL ELEVATIONS

MARK DATE DESCRIPTION

10 65(*)

1. INTERNATIONAL BUILDING CODE, 2021 EDITION.

2. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE); MINIMUM DESIGN LOADS FOR

BUILDINGS AND OTHER STRUCTURES, ASCE 7-16, AS AMENDED.

3. AMERICAN CONCRETE INSTITUTE (ACI), BUILDING CODE REQUIREMENTS FOR

REINFORCED CONCRETE, ACI 318, AS AMENDED.

4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL

CONSTRUCTION, 15TH EDITION (ASD),AS AMENDED.

5. AMERICAN WELDING SOCIETY (AWS).

6. STEEL JOIST INSTITUTE (SJI), STANDARD SPECIFICATIONS FOR OPEN WEB STEEL

JOISTS AND JOIST GIRDERS.

7. STEEL DECK INSTITUTE (SDI), DESIGN MANUAL FOR COMPOSITE DECKS, FORM

DECKS, ROOF DECKS, AND CELLULAR METAL FLOOR DECK WITH ELECTRICAL

DISTRIBUTION.

8. AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF

COLD FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION.

SUPERIMPOSED LOADS ARE GIVEN IN POUNDS PER SQUARE FOOT (PSF).

BUILDING AREA

C. GRAVITY LOADS:

LIVE LOAD

(PSF)

DEAD LOAD

(PSF)

B. BUILDING CODES AND DESIGN STANDARDS:

THE STRUCTURE AS SHOWN HAS BEEN DESIGNED IN ACCORDANCE WITH THE

BUILDING CODE REQUIREMENTS AND DESIGN STANDARDS TO SUPPORT THE FINAL

BUILDING SERVICE LOADS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROVIDING ADDITIONAL SUPPORTS FOR THE STRUCTURE IF NECESSITATED BY THE

CONSTRUCTION SEQUENCE OR METHODS OF FABRICATION, HANDLING, ERECTION,

AND OTHER CONSTRUCTION OPERATIONS.

A. DESIGN CONCEPT:

10010

1. STRUCTURAL CONCEPT, STANDARDS AND LOADS

1. SLAB ON GRADE

2. OFFICE

3. ELEVATOR LOBBY

4. ELEVATED FLOOR CORRIDORS 100104. STAIRS

*INCLUDES AN ALLOWANCE OF 15 PSF FOR PARTITION WEIGHT

20205. ROOF

1. WIND LOADS FOR AN BASIC DESIGN WIND SPEED OF 145 MPH (ASD WIND

SPEED OF 112 MPH), 3-SECOND GUST, WITH EXPOSURE C AND A RISK

CATEGORY IV (ASCE 7-16 METHOD)

2. COMPONENTS AND CLADDING PRESSURES (PSF) FOR "CLOSED" BUILDINGS:

a. RE: IBC 2021 FOR ADDITIONAL DESCRIPTION OF PRESSURE ZONES.

b. POSITIVE PRESSURES ARE PRESSURES ACTING TOWARD THE BUILDING.

c. NEGATIVE PRESSURES ARE PRESSURES ACTING AWAY FROM THE BUILDING.

d. VALUES ABOVE ARE FOR BASIC DESIGN WIND PRESSURES. THE ASD FACTOR 0.6.

e. ZONE WIDTH DIMENSIONS:

a (walls) = 5'-0"

0.2h = 5'-7"

0.6h = 16'-10"

10 FT2 21.3

ROOF

3. WIND-BORNE DEBRIS REGION, USE RISK CATEGORY IV WIND SPEED

OF 145 MPH BASIC (112 MPH ASD)

0.6h 0.6h

0.

2h

2 21'

5 5 a a a a

WALL

ZONE 1

100 FT2

-83.3

16.8 -65.0

21.3

ZONE 1'

-47.8

16.8 -47.8

21.3

ZONE 2

-109.8

16.8 -86.4

21.3

ZONE 3

-149.7

16.8 -102.8

10 FT2 47.8

WALLS

ZONE 4

100 FT2

-51.8

40.8 -44.8

47.8

ZONE 5

-63.8

40.8 -40.8

ROOF

F. GROUND SNOW LOADS: 5 PSF

G: SPECIAL LOADS:

1. STAIR TREADS, RAILING AND GUARDRAILS:

ITEM REQUIRED CAPACITY

TREADS

TOP RAILS

OTHER RAILS, FILLERS &

CONNECTIONS

HAND RAILS

300 POUNDS AT CENTER

50 PLF HORIZONTALLY (DISTRIBUTED)

50 PSF HORIZONTALLY (DISTRIBUTED)

200 POUNDS ANY DIRECTION

2. PIPE LOADS WITH WATER:

SIZE WEIGHT MAX. SPACING OF HANGERS

4" DIA. 17 PLF 10'-0"

6" DIA. 32 PLF 10'-0"

8" DIA. 50 PLF 10'-0"

10" DIA. 75 PLF 5'-0"

12" DIA. 102 PLF 5'-0"

VALUES ASSUME SCHEDULE 40 STEEL PIPE

A. CONSTRUCTION METHODS, PROCEDURES AND SEQUENCES ARE THE RESPONSIBILITY

OF THE CONTRACTOR AND THE CONTRACTOR SHALL TAKE ALL THE NECESSARY MEANS

TO MAINTAIN AND PROTECT THE STRUCTURAL INTEGRITY OF ALL CONSTRUCTION AT ALL

STAGES.

B. THESE NOTES APPLY TO STRUCTURAL DOCUMENTS SEALED BY THE STRUCTURAL

ENGINEER AND ARE INTENDED TO BE COMPLEMENTARY TO AND USED IN CONJUNCTION

WITH THE PLANS AND SPECIFICATIONS, INCLUDING THOSE PREPARED BY OTHER

DISCIPLINES. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE

ARCHITECT/STRUCTURAL ENGINEER IMMEDIATELY. ANY SUCH DISCREPANCIES SHALL BE

RESOLVED TO THE MORE STRINGENT REQUIREMENTS, UNLESS OTHERWISE AUTHORIZED

BY THE STRUCTURAL ENGINEER.

C. ANY DISCREPANCIES ON THE STRUCTURAL DOCUMENTS SHALL BE IMMEDIATELY

BROUGHT TO THE ATTENTION OF THE ARCHITECT/STRUCTURAL ENGINEER PRIOR TO

SUBMISSION OF BIDS OR PROPOSALS, OR IF NOT REASONABLE DISCERNABLE DURING

PREPARATION OF BIDS AND PROPOSALS, BEFORE COMMENCING THE WORK IN

QUESTIONS. NO FIELD CHANGES OR DIVIATIONS FROM THE DESIGN ARE TO BE MADE

WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT AND/OR STRUCTURAL

ENGINEER. NO CHANGE ORDER CONSIDERATION WILL BE GIVEN TO CHANGES FOR WHICH

THE ARCHITECT AND/OR ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF

THE AFFECTED ITEM.

D. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONSTRUCTION, INCLUDING

EXISTING WORK, PRIOR TO COMMENCING WORK. ANY DISCREPANCIES SHALL BE REPORT

IMMEDIATELY TO THE ARCHITECT/STRUCTURAL ENGINEER.

E. ALL PROPOSED SUBSTITUTIONS MUST BE EQUAL OR BETTER AND SHALL BE REVIEWED

BY THE ARCHITECT/ENGINEER PRIOR TO ANY PERTINENT WORK AND PRIOR TO THE

AWARD OF THE CONTRACT.

F. NOT ALL OPENINGS AND OTHER COMPONENTS THAT ARE REQUIRED HAVE BEEN

SHOWN IN THE STRUCTURAL DRAWINGS. COORDINATE WITH THE ARCHITECTURAL,

MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS AND VERIFY THE LOCATIONS AND

SIZES OF ALL CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS, PADS

AND OTHER PROJECT REQUIREMENTS. FLOOR PLAN WILL BE FURNISHED FOR THAT

PURPOSE.

G. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE MECHANICAL, ELECTRICAL,

PLUMBING AND ARCHITECTURAL DRAWINGS TO DETERMINE WHERE OPENINGS ARE

REQUIRED IN REINFORCED CONCRETE BEAMS, SLABS AND WALLS.

H. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, DETAILING ALL THE OPENINGS,

INCLUDING ADDED REINFORCEMENT AS SHOWN ON THE TYPICAL WALL, SLAB AND BEAM

OPENING DETAILS FOR REVIEW.

I. ADDITIONAL REINFORCEMENT ABOVE THAT SHOWN IN THE TYPICAL SLAB AND BEAM

OPENING DETAILS MAY BE REQUIRED AND WILL BE REVIEWED ON THE SHOP DRAWINGS.

J. USE THE MANUFACTURER'S CERTIFIED DRAWINGS AND SPECIFICATIONS FOR THE

EQUIPMENT ANCHORAGE AND DETAILS.

K. ALL CONSTRUCTION JOINTS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE

INCORPORATED INTO THE STRUCTURE. ADDITIONAL CONSTRUCTION JOINTS TO

FACILITATE CONSTRUCTION SHALL BE LOCATED AND DETAILED ON THE SHOP DRAWINGS

FOR REVIEW.

L. HORIZONTAL CONSTRUCTION JOINTS SHALL NOT BE PERMITTED IN BEAMS UNLESS

SHOWN ON THE STRUCTURAL DRAWINGS.

M. ALL CONSTRUCTION AND CONTROL JOINTS FOR BEAMS WHICH ARE EXPOSED TO VIEW

ARE TO BE LOCATED TO COINCIDE WITH THE ARCHITECTURAL RUSTICATION JOINTS AS

SHOWN ON THE BUILDING ELEVATION SHEETS OR AS REVIEWED IN WRITING.

N. SHOP DRAWINGS

2. GENERAL NOTES FOR CONSTRUCTION

1. THE TERM "SHOP DRAWINGS" INCLUDES FABRICATION, MANUFACTURING,

ERECTION AND SETTING DRAWINGS, BROCHURES, CERTIFICATES, AND

PRODUCT DATA DESCRIBING MATERIALS AND EQUIPMENT. SHOP DRAWINGS

SHALL INCLUDE ALL PERTINENT INFORMATION REQUIRED FOR THE ENGINEER

TO FULLY EVALUATE THE MATERIALS BEING REPRESENTED BY THE SUBMITTAL

INCLUDING THE PHYSICAL PROPERTIES, DIMENSIONS, LOCATIONS AND

METHOD OF INSTALLATION.

2. SHOP DRAWINGS WILL BEAR THE REVIEW STAMP OF THE CONTRACTOR

INDICATING THAT HE HAS REVIEWED THE DRAWINGS FOR CONFORMANCE

WITH THE CONTRACT DOCUMENTS; COORDINATED ITEMS INCLUDED IN THE

SUBMITTAL WITH RELATED ITEMS; AND VERIFIED AND COORDINATED

DIMENSIONS.

3. REPRODUCTIONS OF THE ENGINEERING DRAWINGS WILL NOT BE

ACCEPTABLE AS SHOP DRAWINGS.

4. ANY SHOP DRAWING NOT CONFORMING TO THESE REQUIREMENTS WILL BE

CAUSE FOR REJECTION AND WILL BE RETURNED WITHOUT ANY FURTHER

ACTION.

BAR SIZE

GRADE 60

#8 #9

#10 #11

#7

#4 #5

#3

#6

3000/3500 50004000 40003000/3500 5000 6000

Ld FOR TOP BARS

28 DAY CYLINDER

CONCRETE STRENGTH (PSI)

Ld FOR BOTTOM BARS

NORMAL WEIGHT

BUILDING COMPONENT

3000 4000

28 DAY CYLINDER COMPRESSIVE STRENGTH

POUNDS PER SQUARE INCH(PSI)

A. CONCRETE SCHEDULE:

SLUMP

(IN)

MAX

AGGREGATE

SIZE (IN)

W/C RATIO

3. CONCRETE

28 DAY CYLINDER

CONCRETE STRENGTH (PSI)

B. PROVIDE DEFORMED NEW BILLET STEEL BARS CONFORMING TO ASTM A615, GRADE 60. ALL

REINFORCING STEEL SHALL BE SECURELY HELD IN PLACE; PROVIDE ADDITIONAL BARS OR STIRRUPS FOR

SUPPORT AS REQUIRED.

C. WELDED WIRE FABRIC SHALL CONSIST OF FLAT SHEETS AND SHALL CONFORM TO ASTM A185, WITH A

MINIMUM YIELD STRENGTH OF 65.0 KSI

D. PROVIDE FULL EMBEDMENT WITH STANDARD 90 DEGREE HOOKS FOR ALL DOWELS. IF NOT OTHERWISE

SPECIFIED, THE DOWEL SIZE AND SPACING SHALL BE THE SAME AS THE MAIN REINFORCING.

E. WHEN REINFORCING STEEL IN GRADE BEAMS, WALLS, SLABS AND BEAMS, IS NOTED AS CONTINUOUS, SPLICE REINFORCING STEEL ONLY WHEN UNAVOIDABLE DUE TO STOCK LENGTHS. STAGGER ALL SPLICES

A MINIMUM OF 4'-0". ADJACENT BAR SPLICES ARE NOT ACCEPTABLE.

LOCATE THE TOP BAR SPLICES WITHIN THE MIDDLE HALF OF THE SPAN AND LOCATE THE BOTTOM BAR SPLICES AT SUPPORTS OR BETWEEN SUPPORTS AND 1/3 SPAN POINT, UNLESS NOTED OTHERWISE ON

PLANS, DETAILS OR SCHEDULES.

F. PROVIDE INTERIOR AND EXTERIOR HORIZONTAL LAPPED CORNER BARS AT ALL CORNERS TO MATCH

THE SIZE, TYPE AND SPACING OF THE WALL AND GRADE BEAM HORIZONTAL REINFORCING.

G. UNLESS SPECIFICALLY NOTED, SCHEDULED OR DETAILED OTHERWISE, PROVIDE DEVELOPMENT LENGTH FOR REINFORCING IN CONCRETE COMPONENTS IN ACCORDANCE WITH THE SCHEDULE IN NOTE H. BELOW. THIS SCHEDULE SHALL APPLY TO ALL DEVELOPMENT LENGTHS NOT OTHERWISE NOTED, DETAILED OR SCHEDULED IN THE DRAWINGS OR SPECIFICATIONS.

H. REINFORCING BAR DEVELOPMENT LENGTHS (Ld) IN INCHES FOR VARIOUS CONCRETE STRENGTHS IN POUNDS PER SQUARE INCH (PSI). TOP BARS ARE DEFINED AS HORIZONTAL REINFORCING SO PLACED IN A MEMBER THAT MORE THAN 12 INCHES OF CONCRETE IS CAST BELOW THE BAR. ALL OTHER CONDITIONS

ARE CONSIDERED BOTTOM BARS FOR DEVELOPMENT AND SPLICE LENGTH PURPOSES.

1. WHEN TWO BARS OF DIFFERENT SIZES ARE LAPPED, THE SMALLER SIZE SHALL

GOVERN THE LAP LENGTH UNLESS SPECIFICALLY NOTED.

2. WELDED OR MECHANICAL SPLICES CAPABLE OF DEVELOPING 125% OF THE

BAR YIELD STRENGTH MAY BE USED IN LIEU OF THE LAPS. SUCH SPLICES MAY BE

EITHER FULL BUTT WELDS OR SERIES "C CADWELDS OR EQUAL."

J. AT LAP SPLICES, PROVIDE LAP SPLICE LENGTHS FOR REINFORCING BARS 1.3 TIMES

THE Ld SHOWN IN TABLE IN NOTE H ABOVE.

K. THE GENERAL NOTES, LAP LENGTHS OR DETAILS PERTAINING TO REINFORCING STEEL

AS SHOWN ON THE DETAIL SHEETS OR OTHER SCHEDULES SHALL SUPERSEDE THE

NOTES SHOWN ON THIS SHEET.

L. PROVIDE THE FOLLOWING COVER FOR CAST-IN-PLACE CONCRETE REINFORCING.

1. UNFORMED SURFACES IN CONTACT WITH EARTH: 3 INCHES

2. UNFORMED SURFACES OVER MOISTURE BARRIER: 2 INCHES

3. FORMED SURFACES EXPOSED TO EARTH OR WEATHER

a. #6 AND LARGER: 2 INCHES

b. #5 AND SMALLER: 1 1/2" INCHES

4. FORMED SURFACES NOT EXPOSED TO EARTH OR

WEATHER

a. SLABS AND WALLS: 3/4 INCHES

b. BEAMS AND COLUMNS 1 1/2 INCHES

1. SLAB-ON-GRADE

2. SLAB-ON-DECK

4-61" 0.50

4-61" 0.50

3. ALL OTHER CONCRETE 4-61" 0.52

4. FOOTING 5-71 1/2" 0.55

4. EXCAVATION, BACKFILLING & FOUNDATIONS

A. A GEOTECHNICAL EXPLORATION OF SUBSURFACE CONDITIONS, CONTAINING TEST

BORINGS, LABORATORY TEST, ENGINEERING ANALYSIS AND FOUNDATION

RECOMMENDATIONS, IS NOT AVAILABLE FOR REVIEW.

B. MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION SO

THAT PONDING OF WATER DOES NOT OCCUR IN THE BUILDING AREA.

C. INSTALL SLAB ON GRADE OVER 15 MIL VAPOR BARRIER

A. ROLLED SHAPES:

B. CONNECTIONS

D. HEADED SHEAR CONNECTORS

5. STRUCTURAL STEEL

1. ALL STRUCTURAL STEEL FOR ALL THE HORIZONTAL FRAMING MEMBER SHALL CONFORM

TO ASTM A992, GRADE 50, UNLESS OTHERWISE NOTED

2. ALL STRUCTURAL STEEL FOR HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM

A500, GRADE B WITH A MINIMUM YIELD OF 46 KSI, UNLESS OTHERWISE NOTED.

3. ALL STRUCTURAL STEEL FOR PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE B, UNLESS OTHERWISE NOTED.

4. ALL STRUCTURAL STEEL FOR ANGLES, PLATES AND MISCELLANEOUS STEEL SHALL

CONFORM TO ASTM A36, UNLESS OTHERWISE NOTED.

5. ALL EXPOSED STEEL TO BE GALVANIZED.

1. THE DESIGN OF STRUCTURAL STEEL CONNECTIONS IS THE RESPONSIBILITY OF THE

CONTRACTOR AND THE STEEL FABRICATOR. THE DESIGN OF THE CONNECTION SHALL BE

PERFORMED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE STEEL FABRICATOR.

THE DETAILS AND CALCULATIONS SHALL INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING:

A. ALL WELD SIZES AND LENGTHS

B. ALL BOLT SIZES, LOCATIONS, QUANTITIES AND GRADES

C. ALL PLATE AND ANGLE SIZES, THICKNESS AND DIMENSIONS

D. ALL WORK POINT LOCATIONS AND RELATED INFORMATION

2. PROVIDE STANDARD BOLTED CONNECTIONS CONFORMING TO AISC BOLTED CONNECTIONS,

USING ASTM A325 OR A490 BOLTS, FOR THE BEAM END SHEARS INDICATED IN THE DOCUMENTS.

PROVIDE MINIMUM OF TWO BOLTS FOR ALL CONNECTIONS.

3. ALL WELDED CONNECTIONS SHALL CONFORM TO AWS UNLESS OTHERWISE NOTED.

4. SURVEY ALL PLANS, DETAILS, SECTIONS, SCHEDULES AND SPECIFICATIONS FOR SPECIAL

CONNECTIONS.

5. UNLESS OTHERWISE NOTED AND/OR SPECIFIED, ALL BEAM CONNECTIONS SHALL BE DESIGNED

TO SUPPORT 1/2 THE TOTAL UNIFORM LOAD FOR THE APPLICABLE MEMBER SIZE AND SPAN AS

DETERMINED BY THE TABLES FOR ALLOWABLE UNIFORM LOADS ON BEAM IN THE 15TH EDITION OF

THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL OF STEEL CONSTRUCTION (ASD)

6. WHERE BEAMS ARE TO RECEIVE HEADED SHEAR CONNECTORS, DESIGN THOSE BEAM

CONNECTIONS FOR THE REACTION SHOWN. IF REACTIONS ARE NOT SHOWN, DESIGN THE

CONNECTIONS TO SUPPORT 40 PERCENT OF THE MAXIMUM WEB SHEAR, V, FOR THE APPLICABLE

MEMBER SIZE AS DETERMINED BY THE TABLES FOR ALLOWABLE UNIFORM LOADS ON BEAMS IN

THE 15TH EDITION OF THE AISC MANUAL

7. MOMENT CONNECTIONS SHOWN SHALL BE DESIGNED TO FULLY DEVELOP THE SECTION IN

FLEXURE AND TO SUPPORT 1/2 THE TOTAL UNIFORM LOAD FOR SHEAR AS DESCRIBED IN NOTE 5

ABOVE.

8. WHERE FILLET WELD IS NOT SHOWN ON DETAIL, ITS SIZE SHALL BE ASSUMED TO BE THE PLATE

THICKNESS OF THE THINNEST PIECE MINUS 1/16"

1. ALL HEADED SHEAR CONNECTORS SHALL BE 3/4 IN. DIAMETER STUDS x 4 IN. LONG AFTER

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