Attachment 4 IFC Plans 671A4-22-109 Reconstruct PEMB 115 SEALED.pdf

OWNER

ARCHITECT

STRUCTURAL ENGINEER

O'BRIEN ENGINEERING, INC.

CONTRACT OFFICER REPRESENTATIVE

MECHANICAL, PLUMBING, AND

ELECTRICAL ENGINEER

O'BRIEN ENGINEERING, INC.

R. L. WOODS & ASSOCIATES (RLWA)

VA SOUTH TEXAS HEALTHCARE SYSTEM

MS. MARIA HERNANDEZ

FIRE PROTECTION ENGINEER

SEBENCH ENGINEERING, INC

VICINITY MAP

NOT TO SCALE

N

KERRVILLE VA

MEDICAL CENTER

VETERANS H

W

Y

CANYON D

R

NICHO

LS ST

MEMORIAL BLVD

TUCKER S

T

1594 N

REVIERSIDE DR

SP

U

R

BLDG 115

GUADALUPE REVIER

PROJECT DESCRIPTION

• 3,530 SF, 21'-7" TALL, 1 STORY W/ MEZZANINE, SPRINKLERED

• OCCUPANCY CLASSIFICATIONS:

GROUP U: UTILITY AND MISCELLANEOUS (AGRICULTURAL BUILDING)

• CONSTRUCTION TYPE: II-A

QUALITY CONTROL CERTIFICATION

I HEREBY CERTIFY THAT THE DRAWINGS SHOWN AND MARKED IN THIS

SUBMITTAL, THAT ARE PROPOSED TO BE INCORPORATED INTO CONTRACT

NUMBER 36C25720D0060, ARE IN COMPLIANCE WITH THE CONTRACT

DOCUMENTS, AND ARE SUBMITTED FOR GOVERNMENT APPROVAL.

DESIGNER OF RECORD (DOR):

DESIGN QUALITY CONTROL MANAGER (DQC):

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, MS. MARIA HERNANDEZ

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

OEI-LBL Joint Venture LLC

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

O'Brien Engineering Inc., Managing Partner

972-233-2288

115O'Brien Engineering, Inc.

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

www.obrieneng.com

GI001

COVER SHEET RECONSTRUCT BLDG 115

KERRVILLE, TX

671A4-22-109

11/30/2023 JOW CH

ISSUE FOR

CONSTRUCTION

11/30/2023

RECONSTRUCT BLDG 115 : 671A4-22-109

KERRVILLE, TEXAS

VA SOUTH TEXAS HEALTHCARE SYSTEM

SHEET INDEX

SHEET NUMBER SHEET NAME

00_GENERAL

GI001 COVER SHEET

GI002 SYMBOLS AND NOTES

GI101 ACCESSIBILITY STANDARDS

GI102 CODE SUMMARY

GI103 LIFE SAFETY PLAN

GI201 SITE PLAN

05_CIVIL

CU101 UTILITY PLAN

CU501 CIVIL AND UTILITY DETAILS

07_STRUCTURAL

SS001 GENERAL NOTES

SS002 SPECIAL INSPECTIONS NOTES

SS101 FOUNDATION DETAILS

SS201 FOUNDATION & MEZZANINE FRAMING PLANS

SS301 FRAMING DETAILS

08_ARCHITECTURAL

AD101 DEMOLITION PLAN

AS111 FLOOR PLAN / DIMENSIONS

AS121 FINISH PLAN

AS131 EQUIPMENT PLAN

AS141 REFLECTED CEILING PLAN

AS151 ROOF PLAN

AS200 EXTERIOR ELEVATION

AS300 BUILDING SECTIONS

AS301 WALL SECTIONS

AS310 SECTION DETAILS

SHEET INDEX

SHEET NUMBER SHEET NAME

AS410 STANDARD PARTITION TYPES

AS500 STAIR DETAILS

AS600 DOOR & WINDOW SCHEDULES AND DETAILS

AS900 PERSPECTIVE VIEW

10_FIRE PROTECTION

FA100 FIRE ALARM DETAILS

FA101 FIRE ALARM PLAN

FP100 FIRE PROTECTION NOTES AND DETAILS

FP101 FIRE PROTECTION PLAN

11_PLUMBING

P001 COVERSHEET - GENERAL NOTES

P002 COVER SHEET - GENERAL NOTES, SYMBOLS & LEGENDS

PP101 PLUMBING PLAN - LEVEL 1

PP102 PLUMBING PLAN - MEZZANINE

PP501 PLUMBING DETAILS AND SCHEDULES

PP901 PLUMBING ISOMETRICS

13_MECHANICAL

M001 COVER SHEET - GENERAL NOTES

M002 COVER SHEET - GENERAL NOTES, SYMBOLS & LEGENDS

MD101 OVERALL MECHANICAL DEMOLITION PLAN - LEVEL 1

MH101 OVERALL MECHANICAL HVAC PLAN - LEVEL 1

14_ELECTRICAL

E001 COVER SHEET - GENERAL NOTES - SHEET LOG

E002 COVER SHEET - GENERAL NOTES

E003 COVER SHEET - SYMBOLS & ABBREVIATIONS

ED101 ELECTRICAL DEMOLITION PLAN - LEVEL 1

SHEET INDEX

SHEET NUMBER SHEET NAME

ED102 ELECTRICAL DEMOLITION PLAN - MEZZANINE

EL101 ELECTRICAL LIGHTING PLAN - MEZZANINE

EL102 ELECTRICAL LIGHTING PLAN - UNDER MEZZANINE

EP101 ELECTRICAL POWER PLAN - LEVEL 1

EP102 ELECTRICAL POWER PLAN - MEZZANINE

EP501 ELECTRICAL POWER DETAILS

EP601 SCHEDULES & DIAGRAMS

EP701 ELECTRICAL SITE PLAN

EP900 ELECTRICAL ONELINE DIAGRAM

Revisions: Date:

BATT. INSULATION

CAST IN PLACE CONCRETE

CAST STONE

CONCRETE MASONRY/CMU

EARTH IN SECTION

FACE BRICK

GYP./GYPSUM BOARD

MARBLE

PARTICLE BOARD/PLYWOOD

ROOF INSULATION

STUCCO

CONTINUOUS WOOD BLOCKING

DISCONTINUOUS WOOD BLOCKING

FINISHED WOOD

0 COLUMN GRID LINE

DOOR NUMBER

SYMBOL

DETAIL - SECTION

POSITION ON SHEET

SHEET NUMBER

DETAIL - PLAN/ RCP

POSITION ON SHEET

SHEET NUMBER

WALL SECTION

POSITION ON SHEET

SHEET NUMBER

EXTERIOR ELEVATION

POSITION ON SHEET

SHEET NUMBER

INTERIOR ELEVATION

POSITION ON SHEET

SHEET NUMBER

EXTERIOR WALL TYPE TAG

EXTERIOR WINDOW

SIGN TYPE, SEE SIGNAGE

SCHEDULE

DRAWING NUMBER

DRAWING SCALE

VIEW TITLE

NOTES BY NUMBER

DRAWING REVISION

LEVEL DATUM

LEVEL NAME

LEVEL ELEVATION

NORTH ARROW

INTERIOR WINDOW

GRAPHIC SCALE

0 4'-0" 8'-0" 16'-0"

-G D

XX

XX

XXXX

7'-0" R 3'-11"

100°

SIM

X

X-XXX

DIMENSION TO FACE OF FINISH,

FACE OF CONCRETE, COLUMN

CENTERLINE, OR AS NOTED.

CENTERLINE

X

X X

X

A1

A101

SIM

A101

SIM

ROOM TAG (FOR SPECIALTY PLANS)

ROOM NAME

ROOM NUMBER

FLOOR FINISH

ROOM NAME

XXXX

FLOR

BASE

WALL

CEIL BASE TYPE

WALL FINISH

CEILING TYPE

A

A101

SIM

Name Elevation

1/8" = 1'-0"

AC1

N

INTERIOR PARTITION TYPE TAGA3

ROOM NAME

150 SF

ROOM NAME

ROOM NUMBER

ROOM AREA

ROOM TAG (FOR STANDARD PLANS)

BUILDING SECTION

POSITION ON SHEET

SHEET NUMBER

A101

SIM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, MS. MARIA HERNANDEZ

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

OEI-LBL Joint Venture LLC

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

O'Brien Engineering Inc., Managing Partner

972-233-2288

115O'Brien Engineering, Inc.

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

www.obrieneng.com

GI002

SYMBOLS AND NOTES RECONSTRUCT BLDG 115

KERRVILLE, TX

671A4-22-109

11/30/2023 JOW CH

ISSUE FOR

CONSTRUCTION

11/30/2023

DRAWING LEGENDABBREVIATIONS

ACT. ACTUAL

ADJ. ADJUSTABLE

A.F.F. ABOVE FINISH FLOOR

A.F.S. ABOVE FINISH SLAB

AGG. AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

ALUM. ALUMINUM

BLDG. BUILDING

BK. BRICK

BM. BEAM

CAB. CABINET

CPT. CARPET

C.J. CONTROL JOINT

CENTERLINE

CG CORNER GUARD

CLG. CEILING

COL. COLUMN

CONC. CONCRETE

COND. CONDITION

CONT. CONTINUOUS

C.T. COUNTERTOP

DBL. DOUBLE

DEMO. DEMOLITION

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

DWG. DRAWING

E.W.C. ELECTRIC WATER COOLER

EA. EACH

E.J. EXPANSION JOINT

EXP. EXPANSION

E.W. EACH WAY

EXT. EXTERIOR

EXIST. EXISTING

F.E.C. FIRE EXTINGUISHER CABINET

F.D. FINISH DIMENSION

F.D.V.B. FIRE DEPARTMENT VALVE BOX

F.F. FINISH FLOOR

FIN. FINISH(ED)

FRT. FIRE RETARDANT TREATED

G.I. GALVANIZED IRON

G.B./GYP.BD. GYPSUM BOARD

GA. GAUGE

GALV. GALVANIZED

GL. GLASS

H.M. HOLLOW METAL

H.S. HORIZONTAL IN SPLASH

I.C.U. INTENSIVE CARE UNIT

INT. INTERIOR

INSUL. INSULATION

I.T.C. INSTALLED THIS CONTRACT

K.S. KNEE SPACE

LAM. LAMINATED

LAV. LAVATORY

L.L.V. LONG LEG VERTICAL

L.L.H. LONG LEG HORIZONTAL

MANUF. MANUFACTURER

MAX. MAXIMUM

MECH. MECHANICAL

MIN. MINIMUM

M.O. MASONRY OPENING

MTL./MET. METAL

MNT. MOUNTED

N/A NOT APPLICABLE

NOM. NOMINAL

N.T.S. NOT TO SCALE

N.I.C. NOT IN CONTRACT

O.C. ON CENTER

O.D. OVERFLOW DRAIN

O.H/OPP.H. OPPOSITE HAND

P.D. PLAN DIMENSION

PLAS. LAM. PLASTIC LAMINATE

P.T. PORCELAIN TILE

P.T.D. PAPER TOWEL DISPENSER

RB RUBBER BASE

R./REV. REVISED/REVERSE

R./RAD. RADIUS

REINF. REINFORCE

REF. REFERENCE/REFER TO

REQ'D REQUIRED

R.D. ROOF DRAIN

RM. ROOM

R.O. ROUGH OPENING

SCHED. SCHEDULED

SAB. SOUND ATTENUATION BATTS

SHT. SHEET

SIM. SIMILAR

SL. SLOPE

STL. STEEL

S.S. STAINLESS STEEL

S.S.V. SOLID SURFACE VENEER

SUSP. SUSPENDED

S.V. SHEET VINYL

T.A.S. TEXAS ACCESSIBILITY STANDARDS

T.B. TACK BOARD

T.D.H. TEXAS DEPARTMENT OF HEALTH

TEMP. TEMPERED GLASS

THK. THICK

TOIL. TOILET

TYP. TYPICAL

U.C. UNDER COUNTER

UCR UNDER COUNTER REFRIGERATOR

U.L. UNDERWRITERS LABORATORIES

U.N.O. UNLESS NOTED OTHERWISE

UR. NEW URINAL

VCT VINYL COMPOSITION TILE

V.T. VINYL TILE

VERT. VERTICAL

W.C. NEW WATER CLOSET

WDW. WINDOW

WD. WOOD

WH WATER HEATER

W/ WITH

W/O WITHOUT

MATERIALS LEGEND GENERAL NOTES

1. ALL WORK RELATING TO THIS CONSTRUCTION SHALL COMPLY WITH U.S. DEPARTMENT OF

LABOR, THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS AND ALL RELATED LOCAL AND

FEDERAL BUILDING CODES AND ORDINANCES.

2. DO NOT SCALE THE DOCUMENTS.

3. ALL DIMENSIONS ARE TO BE FIELD VERIFIED AND BACK CHECKED FOR CORRECTNESS. IF ANY

DEVIATIONS OR DISCREPANCIES OCCUR, CONTACT CONTRACTING OFFICER REPRESENTATIVE

(COR) FOR VERIFICATION PRIOR TO PROCEEDING WITH THE WORK.

4. THE GENERAL CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS ON THE

SITE PRIOR TO THE BEGINNING OF THE WORK AND ADVISE THE COR OF ANY AND ALL

DISCREPANCIES.

5. ALL DIMESIONS ON PLANS ARE TO FACE OF FINISHED WALL, METAL PANEL OR CENTER LINE OF

STRUCTURAL COLUMNS.

6. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CAREFULLY REVIEW THE

DRAWINGS, SPECIFICATIONS DETAILS AND NOTES FOR INFORMATION REGARDING THE SCOPE

OF WORK INTENDED PRIOR TO PROCEEDING WITH THE WORK.

7. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL MECHANICAL, ELECTRICAL,

AND PLUMBING PENETRATIONS REQUIRED BY THE WORK WHETHER EXPRESSLY NOTED IN THE

DOCUMENTS OR NOT.

8. FIRE SPRINKLER HEAD LOCATIONS ARE TO BE COORDINATED WITH LIGHTING

9. THE CONTRACTOR SHALL REVIEW THE SOILS REPORT, AND THESE DOCUMENTS (ALL IN THEIR

ENTIRETY) TO INSURE THAT ALL REQUIRED EARTHWORK, PAVING, AND STRUCTURAL SLAB

WORK IS FULLY COVERED IN THE SCOPE OF THE CONTRACTOR'S BID. THE CONTRACTOR SHALL

FULLY COORDINATE ALL OF THE ABOVE REFERENCED WORK WITH THE OWNER'S

REPRESENTATIVE TO INSURE THAT ALL WORK IS FULLLY COORDINATED AND COMPLETED.

10. ALL MATERIALS SHALL BE INSTALLED ACCORDING TO INDUSTRY STANDARDS, ALL AGENCIES OR

"STANDARD" RECOMMENDATIONS REFERENCED IN THE SPECIFICATIONS, OR MANUFACTURER'S

RECOMMENDED INSTALLATION PROCEDURES, WHICHEVER IS THE MOST STRINGENT.

11. THE CONTRACTOR REPRESENTS AND WARRANTS THAT IT HAS EXAMINED THE PLANS,

DRAWINGS, SPECIFICATIONS AND ALL CONSTRUCTION CRITERIA OF THE OWNER AND HAS

SATISFIED ITSELF THAT THE INFORMATION CONTAINED THEREIN IS SUFFICIENT TO FULLY AND

COMPLETELY CONSTRUCT THE PROJECT.

12. IN THE EVENT OF A CONFLICT WITH THE CONSTRUCTION DOCUMENTS, THE MORE EXPENSIVE, GREATER QUALITY, AND LARGER SCOPE SHALL GOVERN.

13. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS / PARTITIONS FOR

THE MOUNTING OF EQUIPMENT, ACCESSORIES, ETC. THAT ARE PROVIDED BY THE

CONTRACTOR OR THE OWNER.

A/C AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADB AUTOMATIC DOOR BUTTON

ADD ADDENDUM

ADDL ADDITIONAL

ADJ ADJUSTABLE/ ADJACENT

AFF ABOVE FINISH FLOOR

AGGR AGGREGATE

ALT ALTERNATE/ ALTERERATION

ALUM ALUMINUM

AMT AMOUNT

ANCH ANCHOR

ANDD ANODIZED

APPROX APPROXIMITE(LY)

ARCH ARCHITECTURAL

ARF ABOVE REFERENCE FLOOR

ASPH ASPHALT(IC)

ASST ASSISTANT

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVG AVERAGE

BAL BALANCE

BB BULLETIN BOARD

B/C BOTTOM OF CURB

BD BOARD

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK(ING)

BM BENCH MARK/BEAM

B.O. BOTTOM OF

BOT BOTTOM

BSMT BASEMENT

CAB CABINET

CB CATCH BASIN

C/C CENTER TO CENTER

CCTV CLOSED CIRCUIT TV

CEMPL CEMENT PLASTER

CER CERAMIC

CG CORNER GUARD

CH COAT HOOK

CHAN CHANNEL

CHKBD CHALKBOARD

CIP CAST-IN-PLACE (CONCRETE)

CJ CONTROL JOINT

CL CENTER LINE/ CLEARANCE

CLG CEILING

CLR CLEAR

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEAN OUT

COL COLUMN

COMB COMBINATION/ COMBUSTIBLE

COMP COMPRESS(ED)/ COMPOSITE

CONC CONCRETE

COND CONDUIT/ CONDITION

CONF CONFERENCE

CONN CONNECT(ION)

CONST CONSTRUCTION

CONT CONTINUE/ CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATOR

CORR CORRIDOR

CPT CARPET

CSWK CASEWORK

CT CERAMIC TILE

CTR CENTER

CU CLEAN UTILITY ROOM

D DETENTION

D.A.F.S DIRECT APPLIED FINISH SYSTEM

DBL DOUBLE

DE DETENTION EQUIPMENT

DEG DEGREE(S)

DEMO DEMOLISH/ DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION/ DIVIDER

DN DOWN

D.D. DOUBLE OCCUPANCY CELL

D.U. DIRTY UTILITY ROOM

DWL DOWEL

DWR DRAWER

EA EACH

EB EXPANSION BOLT

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

ELEV ELEVATOR/ ELEVATION

ENAM ENAMEL(ED)

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

ENTR ENTRANCE

EPFL EPOXY FLOORING

EPNT EPOXY PAINT

EQ EQUAL

EQUIP EQUIPMENT

ES ELECTRONIC SECURITY

EST ESTIMATE(D)

ETC ET CETERA

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXAM EXAMINATION/ EXAMINING

EXC EXCAVATED/ EXCAVATION

EXH EXHAUST

EXIST(E) EXISTING

EXP EXPOSED/ EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAB FABRICATE/ FABRICATOR/ FABRIC

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FDPR FIRE DAMPER

FDV FIRE DEPARTMENT VALVE

FDVC FIRE DEPT. VALVE CABINET

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CAB.

FH FIRE HYDRANT/ FUME HOOD/ FLAT HEAD

FHC FIRE HOSE CABINET

FHEC FIRE HOSE & EXTINGUISHER CAB.

FIN FINISH(ED)

FL FLOOR LINE/ FLOOR

FLASH FLASHING

FLEX FLEXIBLE

FLR FLOOR(ING)

FLUOR FLUORESCENT

FOS FACE OF STUD

FP FIREPROOF(ING)/ FULL PENETRATION

FRAM(G) FRAMING

FRT FIRE RETARDANT

FS FULL SIZE/ FLOOR SINK

FT FOOT/ FEET

FTG FOOTING

FURR FURRING

FXD FIXED

GA GAUGE/ GAGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL/ GENERATOR

GL GLASS/ GLAZING/ GLAZED

GLAM GLUE LAMINATED

GND GROUND

GWB GYPSUM WALLBOARD

GYP GYPSUM

HA HANDICAPPED ACCESSIBLE

HB HOSE BIBB

HC HOSE CABINET/ HANDICAP/ HOLLOW CORE

H.C.S.D. SINGLE OCCUPANT CELL

HCW HOLLOW CORE WOOD

H/C WTR HOT AND COLD WATER

HDBD HARDBOARD

HDCP HANDICAPPED (ACCESSIBLE)

HDR HEADER

HDWD HEADWOOD

HDWR HARDWARE

HGT(HT) HEIGHT

HM HOLLOW METAL

HR HOUR

HS HOOK STRIP/ HIGH STRENGTH

HSKG HOUSEKEEPING

HTR HEATER

HVAC HEATING/ VENTILATION/ AIR CONDITIONING

HWY HIGHWAY

HYD HYDRANT

ID INSIDE DIAMETER (DIM.)

IE THAT IS

IG INSULATING GLASS

IMP INSULATED METAL PANEL

IN INCH

INCAND INCANDESCENT

INCL INCLUDE(ING)

IND INDUSTRIAL

INFO INFORMATION

ING INSULATING GLASS

INSTIL INSTALLATION/ INSTALL

INSUL INSULATE(D) (ING)

INT INTERIOR

INTER INTERSECTION/ INTERMEDIATE

INV INVERT

ISO ISOLATION CELL

I.T. INMATE TOILET

JAN JANITOR

J.C. JANITOR CLOSET

JST JOIST

JT JOINT

KD KNOCK OUT

KP KICK PLATE

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LB(S) LAG BOLT(S)/ POUND(S)

LBL LABEL

LF LINEAL FOOT/ LINEAR FOOT

LH LEFT HAND

LHR LEFT HAND REVERSE

LIN LINEAR

LL LIVE LOAD

L&P LATH & PLASTER

LT(G) LIGHT(ING)

LW LIGHTWEIGHT

MACH MACHINE

MAINT MAINTENANCE

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MBR MEMBER

MC MEDICINE CABINET

MCW MINERAL CORE WOOD

MDFB MEDIUM DENSITY FIBER BOARD

MECH MECHANINCAL

MED MEDICAL/ MEDIUM

MED.S. MEDICAL STORAGE

MET METAL

MEZZ MEZZANINE

MFB MINERAL FIBER BOARD

MFR MANUFACTUR(ER) (ING)

MGR MANAGER

MH MANHOLE

MIC MICROPHONE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

ML METAL LATH/ MATCH LINE

MLP METAL LATH AND PLASTER

MMB MEMBRANE

MO MASONRY OPENING

MOD MODULAR/ MODIFIED/ MODICATION

MP MOVABLE PARTITION/ METAL PANEL

MR MET RECESS, MOD RACK

M&S MIRROR & SHELF

MT MOUNT (ED) (ING)

MTR MOTOR

MTL METAL

MUL MULLION

N NORTH

NEG NEGATIVE

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO or # NUMBER

NOM NOMINAL

NONCOM NONCOMBUSTIBLE

NRC NOISE REDUCTION COEFFICIENT

NS NON SLIP

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER (DIM.)

OFD OVERFLOW DRAIN

OFF OFFICE

OH OVERHEAD/ OVERHANG

OPER OPERATING

OPH OPPOSITE HAND

OPN(G) OPEN (ING)

OPP OPPOSITE

PA PUBLIC ADDRESS

PAR PARAGRAPH/ PARAPET

PTN PARTITION (S)

PB PANIC BOLT/ PUSH BUTTON

PBD PARTICLEBOARD

PC PRE-CAST

PED PEDESTAL

PERF PERFORATE (D)

PERIM PERIMETER

PERP PERPENDICULAR

PFB PREFABRICATE (D)

PG PLATE GLASS

PGBD PEGBOARD

PH PHASE/ PAN HEAD

PL PLATE/ PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PNEU PNEUMATIC

PNL PANEL

PNT PAINT(ED)

POL POLISH(ED)

PORT PORTABLE

PP PUSH PLATE

PR PAIR, PRINTER, COMPUTER PRINTER

PREFAB PREFABRICATE(D)

PRELIM PRELIMARY

PRESS PRESSURE

PROJ PROJECT(ION)

PROP PROPERTY

PROT PROTECT (IVE) (ION)

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELIN TILE

PTD/R COMBINATRION PAPER TOWEL

DISPENSER & RECEPTACLE

PTR PAPER TOWL RECEPTACLE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QT QUARRY TILE

QTR QUARTER

QUAN QUANITITY

R RADIUS/ RISER/ RESILIENT

RAD RADIATOR/ RADIUS

RB RESILIENT BASE

RCWY RACEWAY

RD ROOF DRAIN/ ROAD

RE: REFER/ REFERENCE

RECEP RECEPTACLE/ RECEPTION

RECIRC RECIRCULATION

RECT RECTANGULAR

RECVD RECIEVED (ING)

REF REFERENCE

REFR REFRIGERATOR

REG REGULATOR/ REGLET/ REGISTER

REINF REINFORCE (D) (ING) (MENT)

REQ(D) REQUIRE (D)

RESIL RESILIENT

RET RETURN

REV REVERSE/ REVISED/ REVISION

RFG ROOFING

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RS RESILIENT SHEET

R&S ROD AND SHELF

RT RESIDENT TILE

RTN RETURN

SAB SOUND ABSORPTION BATT

SAN SANITARY

SC SOLID CORE

SCHED SCHEDULE

SCN SCREEN

SCW SOLID CORE WOOD

SD SOAP DISPENSER/ SOAP DISH

SECT SECTION

SET SETTING

SF SQUARE FEET

SFC SPECIAL FLOOR COATING

SFP SPRAYED ON FIREPROOFING

SHR SHOWER

SHT SHEET

SK SINK/ SKETCH

SIM SIMILAR

SLR SEALER

SM SHEET METAL

SND SANITARY NAPKIN DISPENSER

SNT SEALANT

SNR SANITARY NAPKIN RECEPTACLE

S.O. SINGLE OCCUPANCY CELL

SP STANDPIPE/ SHEAR PLATE

SPEC SPECIFICATION/ SPECIFIED

SPK SPEAKER

SPL SPECIAL

SPR SPRINKLER

SPNT SPECIAL PAINT

SSK SERVICE SINK

S.T. STAFF TOILET

ST STREET/ STREAM

SST STAINLESS STEEL

STA STATION

STC SOUND TRANSMISSION COEFFICIENT

(CLASS)

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUBFL SUBFLOOR(ING)

SUP SUPPLY

SUPP SUPPORT/ SUPPLEMENT(AL)

SURF SURFACE

SUSP SUSPEND(ED)

S.V. SAFETY VESTIBULE

S&V STAIN & VARNISH

SWCG SPECIAL WALL COATING

SYM SYMMETRICAL

SYN SYNTHETIC

SYS SYSTEM

T TOP/ TREAD/ TOILET

T&B TOP & BOTTOM

TB TOWEL BAR

TBD TO BE DETERMINED

T/C TOP OF CURB/ TOP OF CONCRETE

TD TOWEL DISPENSER

TEL TELEPHONE

TEMP TEMPERATURE/ TEMPERED/

TEMPORARY

TERR TERRAZZO

TG TEMPERED GLASS

T&G TONGUE AND GROOVE

THB TEMPERED HARDBOARD

THERMO THERMOSTAT(IC)

THK THICK(NESS)

THRES THRESHOLD

THRU THROUGH

TJ TELEPHONE JACK

TKBD TACKBOARD

TOIL TOILET

T.O.M. TOP OF MASONRY

TOP TOPPING

TOS TOP OF STEEL

TPD TOILET PAPER DISPENSER

TR TREAD

TRK TRACK

T/S TOP OF SLAB

TV TELEVISION

T/W TOP OF WALL

TYP TYPICAL

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES, INC.

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

UV UNIT VENTILATOR

VAP VAPOR

VAR VARIABLE/ VARNISH/ VARIES

VB VAPOR BARRIER

V.C. VIOLENT CELL

VEH VEHICLE

VENT VENTILATION/ VENTILATE, VENTILATOR

VEN VENEER

VERT VERTICAL

VEST VESTIBULE

VG VERTICAL GRAIN

VOL VOLUME

VP VENEER PLASTER

W/ WITH

WAIN WAINSCOT

WB WHITE BOARD/ WOOD BASE

WC WATER CLOSET

WCG WALL COVERING

WD WOOD

WDW WINDOW

WF WIDE FLANGE (STEEL)

WG WIRE GLASS/ WALL GRILL

WL WATER LINE

W/O WITHOUT

WP WATERPROOF (ING)/ WORK POINT/ WEATHER

PROOF

WR WATER RESISTANT/ WASTE RECEPTACLE

WT WEIGHT

YD YARD DRAIN

ABBREVIATONS (ARCHITECTURAL ONLY)

HDCP ACCESSIBILITY GENERAL NOTES

1. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS AND THE INFORMATION

GIVEN ON THIS SHEET.

2. DO NOT SCALE THESE DRAWINGS.

3. DIMENSIONS INDICATED ARE THE MINIMUM CLEAR DIMENSIONS REQUIRED BY THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) AND THE BARRIER FREE DESIGN GUIDE SUPPLEMENT BY THE DEPARTMENT OF THE VA. THE CONTRACTOR IS RESPONSIBLE FOR LAYOUT OF BUILDING ELEMENTS TO ASSURE THAT DIMENSIONS SHOWN ARE

PROVIDED.

4. NOT ALL CONDITIONS SHOWN ON THIS SHEET MAY BE REQUIRED BY THIS PROJECT. COMPARE THE REQUIREMENTS OF

THE ARCHITECTURAL DRAWINGS WITH THIS SHEET FOR RELEVANCE OF INFORMATION.

5. REFERENCE ACCESSIBLE DIMENSIONS LEGEND FOR ACCESIBLE MOUNTING HEIGHTS OF ALL FIXTURES &

ACCESSORIES LOCATED THROUGHOUT CONTRACT DOCUMENTS.

6. DIMENSIONS SHOWN ON INTERIOR ELEVATIONS AT WALLS ARE TO THE FINISHED SURFACE.

7. HANDICAP ACCESSIBLE SHOWERS ARE TO BE RECESSED INTO CONCRETE AT TRANSFER SHOWERS, WRAP AS REQUIRED TO HAVE NO MORE THAN 1/2" LIP AT EDGE OF SHOWER ENTRY (NO LIP AT ROLL-IN SHOWERS)

8. ALL EXPOSED PIPE UNDER SINKS ARE TO BE WRAPPED OR PROTECTED

1/ 2"

M A

X

NOTE: ALL DOORS IN ALCOVES

MUST COMPLY WITH THE

CLEARANCE NOTED FOR FRONT

APPROACHES.

DOOR

THRESHOLD

DETAIL

1' -3

3' -9

ELEC. / COMM

OUTLET

WALL SWITCH

HANDRAIL EXTENTIONS

AT TOP RUN

HANDRAIL EXTENTIONS

AT BOTTOM RUN

ONE TREAD

11" MIN. 1 1/2" MAX.

R 1 1/2"

MINIMUM USABLE AND

MAXIMUM NOSING

DIMENSIONS

(V A

R E

Q 'D

M

IN

. L A

N D

IN

G

'-0

A

T D

O O

R

S (VA REQ'D)

5'-0" MIN.

6'-0" MIN. AT DOORS

MAX. LENGTH= 40' FOR SLOPE LESS THAN 1:25 (VA REQ'D)

MAX. LENGTH= 35' FOR SLOPE OF 1:20 TO 1:25 (VA REQ'D)

(V A

R E

Q 'D

4' -0

M

IN

(V A

R E

Q 'T

HANDLE EXTENTION

1'-0" MIN.

(VA REQ'D)

5'-0" MIN.

6'-0" MIN. AT DOORS

(VA REQ'D)

SLOPE: 1:20 (5%) TO 1:33 (3%)

RAMP DETAIL

1 1/2".

1 1/4" - 1 1/2"

S T

A

IR

N O

S

IN

G A

N D

/O R

R A

M P

S U

R F

A C

E

(V A

R E

Q 'D

T

O P

O F

H A

N D

R A

IL

: 3

4" A

B O

V E

HANDRAIL DETAIL

1 1/4" - 1 1/2"

GRAB BAR DETAIL CHANGES IN LEVEL

1/ 2"

M A

X

1/ 4"

M A

X

HDCP ACCESSIBLE AND STANDARD DIMENSIONS

CLEAR FLOOR

SPACE FOR

WHEELCHAIR

TURNING SPACE

REQUIREMENT

2'-6"

4' -0

(VA REQ'D)

5'-6" MIN.

MANEUVERING CLEARANCES AT ALCOVES

2' -6

4'-0" 1'-0"

2' -6

4'-0"

1' -3

M

A X

4' -0

2'-6"

2' -0

M

A X

4' -0

2'-6" 1'-0"

(VA REQ'D)

5'-0" MIN.

(VA REQ'D)

2'-10" MIN.

2' -0

MAX. DOORWAY DEPTH

(VA REQ'D)

2'-10"

CLEAR

1'-6" MIN.

5' -0

M

IN

2' -0

M

IN

1'-0"

IF CLOSER

AND

LATCH

Y

X

NOTE:

X = 36" MIN.

IF Y = 60";

X = 42" MIN.

IF Y = 54"

5'-6"

3' -6

NOTE: 48" IF

DOOR HAS

BOTH LATCH

AND CLOSER

X: 24" MIN.Y

: 4

8" M

IN

. NOTE:

Y = 54" MIN.

IF DOOR

HAS CLOSER

M

IN

2'-0"

NOTE: Y = 48" MIN.

IF DOOR HAS A

CLOSER

MIN. OPENING WIDTH

4'-0"

4'-0"

MINIMUM PASSAGE

WIDTH

(VA REQ'D)

5'-0" MIN.

3' -9

M

A X

9" M

IN

1'-9" MAX.

HIGH AND LOW REACH

(ADJUSTABLE SHELVES)

MAXIMUM SIDE REACH

OVER AN OBSTRUCTION

2'-6" MIN. 2'-0" MAX.

2' -1

0" M

IN

T O

P O

F R

E A

C H

3' -1

0" M

A X

ADJUSTABLE

SHELVES

X: 4'-0" MAX.

Y : 4

'-0

M A

X

1' -3

M

IN

FORWARD REACH

2'-1" MAX.

R E

A C

H

'-8

3' -8

4'

-0

F O

R H

O R

IZ

O

N T

A L

MAXIMUM FRONT

REACH OVER AN

OBSTRUCTION

DOORWAY CLEARANCES: NOTE: PATIENT BEDROOM DOORS AT LEAST 44" WIDE ARE EXEMPT

FROM THE REQUIREMENTS FOR SPACE OF THE LATCH SIDE OF THE DOOR

1 1/2".

(V A

R E

Q 'T

1'-0" MIN.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, MS. MARIA HERNANDEZ

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

OEI-LBL Joint Venture LLC

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

O'Brien Engineering Inc., Managing Partner

972-233-2288

115O'Brien Engineering, Inc.

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

www.obrieneng.com

GI101

ACCESSIBILITY STANDARDS RECONSTRUCT BLDG 115

KERRVILLE, TX

671A4-22-109

11/30/2023 JOW CH

ISSUE FOR

CONSTRUCTION

11/30/2023Revisions: Date:

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, MS. MARIA HERNANDEZ

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

OEI-LBL Joint Venture LLC

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

O'Brien Engineering Inc., Managing Partner

972-233-2288

115O'Brien Engineering, Inc.

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

www.obrieneng.com

GI102

CODE SUMMARY RECONSTRUCT BLDG 115

KERRVILLE, TX

671A4-22-109

11/30/2023 JOW CH

ISSUE FOR

CONSTRUCTION

11/30/2023

CODE SUMMARY

REFERENCES

1. International Code Council (ICC)

a. International Building Code (IBC), 2021

b. International Mechanical Code (IMC), 2018

c. International Plumbing Code (IPC), 2021

d. International Energy Conservation Code, 2021

2. National Fire Protection Agency (NFPA)

a. NFPA 101 Life Safety Code, 2018

b. NFPA National Fire Codes (except NFPA 900 & 5000)

c. National Electrical Code (NEC), 2020

3. American Society of Mechanical Engineers (ASME)

a. Safety Code for Elevators and Escalators (ASME A17.1)

b. Boiler and Pressure Vessel Code (BVPC), 2021

c. Code for Pressure Piping

4. American Society of Heating, Refrigeration, and Air-Conditioning Engineers

(ASHRAE)

a. Safety Standard for Refrigeration Systems - ASHRAE Standard 15, 2007

b. Ventilation for Acceptable Indoor Quality - ASHRAE Standard 62.1, 2007

5. Architectural Barriers Act Accessibility Standards (ABAAS)

a. including VA supplement, Barrier Free Design Guide (PG-18-13)

6. Building Code Requirements for Reinforced Concrete, American Concrete Institute and Commentary (ACI 318)

7. Manual of Steel Construction, Load and Resistance Factor Design Specifications for Structural Steel Buildings, American Institute of Steel Construction (AISC)

8. VA Seismic Design Requirements, H-18-8

9. VA Physical Security and Resiliency Requirements, LSP w/ MC Utilities / Systems

Redundancies (Warehouse). Exampt from Section 3.3 Standoff Distance, Chapter 6 Building Envelope, Chapter 7 Structural System (Maintenance Storage (Non-biomedical equipment and Non-Mission Critical equipment support)

10. Other Standards;

a. VA Directives, Design Manuals, Master Specifications, Technical

Information Library

b. Occupational Safety and Health Administration (OSHA) Standards

c. Energy Policy Act of 2005 (EPAct)

d. Executive Order 13423: Strengthening Federal Environmental, Energy, and

Transportation Management

e. Federal Leadership in High Performance and Sustainable Buildings:

Memorandum of Understanding (MOU)

f. DOE Interim Final Rule: Energy Conservation Standards for New Federal, Commercial, and Multi-Family High-Rise Residential Buildings and New Low-Rise Residential Buildings, 10 CRT Parts 433, 434, and 435

g. The Provisions for Construction and Safety Signs. Stated in the General Requirements Section 01010 of the VA Master Construction Specification

APPLICATION OF CODES

In accordance with the Department of Veterans Affairs Sixth Edition Fire Protection Design manual dated September 2011, the project is subject to the current edition of the International Building Code (IBC) and the National Fire Protection Agency (NFPA) 101 Life Safety Code. It is assumed that since the IBC has just recently released the 2021 IBC and that the current edition of the Life Safety Code is the 2018, the project will subject to the 2021 edition of IBC and the 2018 edition of the NFPA 101. The NFPA 101 controls over the IBC when regulations are covered in both. However, for Group U or Utility and Miscellaneous (Agricultural Building), the IBC controls for type of construction and location of building on site and the relationship to existing buildings. NFPA does not provide Type of Construction requirements for Utility and Miscellaneous (Group U) occupancies.

ASSUMPTIONS

Per record drawings information provided by the VA, Building 115 is assumed to be Type

II-A

OCCUPANCIES

Group U - Utility and Miscellaneous (Agricultural Building)

Chapter 6 - Classification of Occupancy and Hazard of Contents

Utility and Miscellaneous - Group U (Section 312)

Chapter 7 - Means of Egress

7.1.3 Separation of Means of Egress

7.1.3.1 Exit Access Corridors - Corridors serving an occupant load of 30 or more must be 1-hour rated. Does not apply to existing Business Occupancies or within Business Occupancies where the entire building is sprinklered.

7.1.3.2 Exits

7.1.3.2.1 Where egress is required to be seperated from other parts of the building, it must comply with this Section and Section 8.2

a. Vertical exit enclosures: 1-hour up to three stories (levels) 2 hours thereafter.

b. Rated exit enclosures must be supported by equivalent rated construction.

c. One hour enclosure walls must be supported by equivalent construction.

d. Openings into enclosure are limited to those necessary such as from normally occupied spaces or corridors

e. Penetrations into enclosures are limited to the following:

• Door Assemblies permitted by 7.1.3.2.1 (9)

• Electrical conduit serving the exit enclosure

• Required exit door openings

• Ductwork and equipment necessary for independent stair pressurization

• Water or steam piping necessary for the heating or cooling of the exit enclosure

• Sprinkler piping

• Standpipes

• Existing penetrations protected in accodrance with 8.3.5

• Penetrations for fire alarm ciccuits, where the circuits are installed in metal conduit and the penetrations are protected in accordance with 8.3.5

f. Membrane penetrations are permitted on the exit acces side of the exit enclosure

7.1.3.2.2 An exit enclosure is required to have a continuous protected path of travel to an exit discharge.

7.1.3.2.3 Exit enclosures may not be used for any other purpose except for compliant areas of refuge.

7.1.4 Interior Finish in Exit Enclosures

7.1.4.1 Interior Wall and Ceiling Finish - Class A or B

7.1.4.2 Interior Floor Finish and Exit Enclosures - Class II per Section 10.2

7.1.5 Headroom

7.1.5.1 Minimum headroom in Means of Egress:

New Construction: 7 ' 6" Existing Construction 6' 6"

7.2 Means of Egress Components

7.2.1 Door Openings

7.2.1.2.3.2 Minimum Door Leaf Width - 32"

7.2.1.3 Floor Level: Except for maximum 1/2" thresholds, provide level landings on each side of doors.

7.2.1.4.2 Door Leaf Swing Direction: Doors shall swing in the direction of travel where serving an occupant load of 50 or more. See 7.2.4.3.8.1 or 7.2.4.3.8.2 for exceptions for horizontal exits.

7.2.1.4.3 Door Leaf Encroachment: Shall not reduce the required width of a corridor or landing witch means of egress in any position and may not reduce the required width by more than 7 inches when fully open.

7.2.1.5 Locks, Latches, and Alarm Devices (this section also contains provisions for special locking)

7.2.1.5.1 Must be readily operable from the egress side.

7.2.1.5.3 Locks shall not require any special knowledge or equipment to open.

7.2.1.7 Panic Hardware: Required from training room and all doors in path of travel until egress from the buidling is accomplished.

7.2.2 Stairs

7.2.2. Standard Stairs

New stairs shall comply with [Table 7.2.2.2.1.1 {a}]

• Minimun width See 7.2.2.2.1.2.

• Maximum height of risers 7 "

• Minimum height of risers 4"

• Minimum tread depth 11"

• Minimum headroom 6' 8"

• Maximum height between landings 12'

• Landings 7.2.1.3, 7.2.1.4.3.1, 7.2.2.3.2

Existing stairs shall comply with [Table 7.2.2.2.1.1 {b}]

• Minimum widthclear of all obstructions, except projects not more than 4 1/2 in. at or below handrail height on each side 36"

• Maximum height of risers 7"

• Minimum height of risers 4"

• Minimum tread depth 11"

• Minimum headroom 6' 8"

• Maximum height between landings 12'

• Landings 7.2.1.3, 7.2.1.4.3.1, 7.2.2.3.2

7.2.2.2.1.2 Minimum New Stair Width

a. 44" where serving an occupant load of 50 to 1,999

b. Handrails may project into the required width 4 1/2"

7.2.2.3 Stair Details

7.2.2.3.1 Construction: Must be noncombustible except for handrails and existing stairs.

7.2.2.3.2 Landings

Width must be equal to width of stair and the length must be equal to the width of the stair (may be 4' in width on straight stairs)

7.2.2.4 Guards and Handrails

7.2.2.4.1 Handrails

a. Height 34" (VA REQ'T) above nosing of stair

b. Must be continuously graspable

c. Clearance between handrails and adjacent wall: 1 1/2"

d. Must return to the wall or a newel post

e. Must extend 12" (in the same direction of the handrail) beyond the top riser and the depth of the tread at the bottom riser

7.2.2.4.5 Guards

a. Height 42" minimum

b. Maximum spacing of intermediate rails may not allow passage of a sphere 4" in diameter (6" sphere permitted at the triangular space created by a stair or riser)

7.3 Capacity of Means of Egress

7.3.1 Occupant Load

7.3.1.2 Occupant Load (Table 7.3.1.2)

Conference and waiting areas: 1:15 net Lobbies: 1:5 net Office areas: 1:100 gross Storage areas: 1:500 gross

7.3.3 Egress Capacity (Factors)

a. Stairways: .3 times occupant load served equal width in inches, but not less than minimums

b. Other: .2 times occupant load served equal width in inches, but not less than minimums

Refer to sheet GI103 for occupant load

7.4 Number of Means of Egress

Generally: 1 - 500 occupants requires 2 exits 501 - 1000 occupants requires 3 exits 1001 and greater occupants requires 4 exits

Note: See electrical code for electrical rooms. Section 110.26 (C) and Section 110.33 (A)

7.5 Arrangement of Means of Egress

7.5.1.1.2 Exit access corridors must provide access to at least two approved exits -see exceptions

7.5.1.3.2 Exit separation must be equal to 1/2 the overall diagonal of the building or area served in non-sprinklered buildings

7.5.1.3.3 Exitt separation must be equal to 1/3 the overall diagonal of the building or area served in sprinklered buildings

7.6 Measurement of Travel Distance to Exits

1. Along the centerline of the natural path of travel, starting from the most remote point subject to occupancy.

2. Curving around any corners or obstructions, with a 12" (305 mm) clearance therefrom

3. Terminating at one of the following:

a. Center of the doorway

b. Other point at which the exit begins

7.7 Illumination of the Means of Egress

10 footcandles at stairs 1 footcandle at other locations

7.9 Emergency Lighting

Provide as required by Chapter 38 and Chapter 39

7.10 Marking of Means of Egress

7.10.1.2 Provide exit signs as required by Chapter 38 and 39

7.10.1.3 Provide tactile exit signs at each exit door requiring a sign

Egress (Based on NFPA 101) Chapter 38

New Buildings: Egress for new buildings shal comply with Section 38.2

38.2.1 In general, the means of egress shall comply with Chapter 7.

38.2.2 Means of Egress Components

38.2.2.2.1 Doors: Doors shall comply with 7.2.1

38.2.2.2.2 Locks comply with 7.2.1.2.5 are permitted on the main entrance door

38.2.2.3 Stairs: Stairs shall comply with Section 7.2.2

a. Quantity per Section 7.3

b. A minimum of two exits per story

c. A minimum of two exits shall be accessible from every part of every story

38.2.4.2 A single exit is permitted when the common path of travel per

38.2.5.3 (100ft in sprinklered building) is not exceeded

38.2.5 Arrangement of Means of Egress

38.2.5.1 Arrangement must be in accordance with Section 7.5

38.2.5.2 Dean end corridors must comply with this Section:

38.2.5.2.1 Maximum dead-end corridor in fully sprinklered buildings is 50'

38.2.5.2.2 Maximum dead-end corridor in non-sprinklered buildings is 20'

38.2.5.3 Common path of travel limitations must comply with the following:

38.2.5.3.1 Fully sprinklered building: 100'

38.2.5.3.2 Tenant space with an occupant load of 30 or less: 100'

38.2.5.3.3 Other: 75'

38.2.6 Travel Distance to Exits - Measurement to be in accordance with 706

Sprinklered building: 300' Non-sprinklered building: 200'

38.2.7 Discharge from Exits: per section 7.8

38.2.8 Illumination of Egress: per section 7.8

38.2.9 Emergency Lighting of Mans of Egress: provide egress signs in accordance with 7.9 when any of the following conditions exists

a. The building is three or more stories in height

b. There are 50 or more occupants above or below the level of exit discharge

c. The building occupant is 300 or more

38.2.10 Marking of Means of Egress: provide egress signs in accordance with 7.10

8.2.2.3.2.5 Horizontal Exits: horizontal exits compling with 7.2.4 may be used as part of the Means of Egress

38.2.3 Capacity of Means of Egress

38.2.3.1 Must comply with Section 7.3

38.2.3.2 The clear width of corridors complying with an occupant load served of 50 or more must be at least 44" in width

38.2.3.3 Grade level (street) exits shall be of suffificent width to accommodate the grade level plus any floor level served by an open stair.

38.2.4 Number of Means of Egress: the number of Means of Egress shall comply with the following except as permitted by 38.2.4.2 - 38.2.4.4

Chapter 39

Existing Buildings: In general, existing business occupancy buildings are permitted to comply with Chapter 39 and specificially 39.2

39.2.1.3.2 An inside open stairway is permitted to serve as a required egress facility from not more than one floor level below the street.

39.2.2 Means of Egress Components

39.2.2.5 Horizontal exits complying with 7.2.4 shall be permitted

39.2.3 Capacity of Means of Egress

39.2.3.1 The capacity of the means of egress shall comply with 7.3

39.2.3.2 The clear wideth of any corridor or passageway serving an occupant load of 50 or more shall be not less than 44"

39.2.3.3 Street floor exits must also unclude the capacity of open stairs

39.2.4 Number of Means of Egress

39.2.4.1 The number of exits is required to comply with the following:

a. 7.4.1.1 & 7.4.1.3 - 7.4.1.6

b. A minimum of two exits shall be provided on every story

c. A minimum of two exits shall be accessible from every part of every story

39.2.4.2 Exit access required by 39.2.4.2 shall be permitted to include a single exit access path based on common path of travel requirement of 39.2.5.3

39.2.4.3 Single Exits are permitted from rooms or areas with a total occupant load of less than 100 provided the criteria below are met.

a. The exit discharges directly to the exterior at the level of exit discharge for the building

b. The maximum travel distance including within the area does not exced 100'

c. The total travel distance of 100' must be within the same story or it may include a stair of not more than 15' in height provided the following are met:

• Interior stairs are completely enclosed

• A single exterior stair in accordance with 7.2.2 is utilized

39.2.5 Arrangement of Means of Egress

39.2.5.1 Arrangement of Means of Egress shall be in accordance with 7.2.5

39.2.5.2 Dead end corridors shall not exceed 50'

39.2.5.3 Limitations on Common Path of Travel

a. 100' in a fully sprinklered building

b. Not liited in a single tenant space with an occupant load of 30 or less

c. In other buildings not complying with a. or b. above, the maximum common path of travel is 75'

39.2.5.4 Travel distance to exits: travel distance to exits shall comply with the following:

a. Shall comply with 7.6

b. Maximum travel distance to an exit shall not exceed 300' except in fully sprinklered buildings where it may be 300'

39.2.7 Discharge from Exits: Discharge from Exits shall comply with 39.2.7

39.2.8 Illumination of Means of Egress: Means of Egress Illumination shall comply with 7.8

39.2.9 Emergency Lighting: Emergency Lighting shall be provided in accordance with 7.9 and the following:

a. The building height is three or more stories

b. There are 100 or more occupants on a level above or below grade

c. The occupant load is 1,000 or more

39.2.9 Marking of Means of Egress: provide exit signage in accordance with 7.10

Chapter 29 - Plumbing Systems

2901 General: refer to the National Standard Plumbing Code

2901.1 Unisex toilet rooms are permitted to be used for the required count in assembly and mercantile occupancies

2902.2 Where fixtures are required, separate facilities must be provided for each sex

Exception 1: not required for dwelling and sleeping units Exception 2: not required in buildings or tenant spaces with a total occupant load, including employees, of 15 or less

2902.3 The occupant load for determining the number or required fixtures shall be based on a load composed of 50% of each sex

2902.4.1 Facilities shall not be located more than 1 story above or below the space required and not more than 500' in travel distance

Exception: In factory occupancies, can exceed limites if approved by code official

Classification U - - - - - -

USE

GROUP

WATER

CLOSETS

(MALE)

WATER

CLOSETS

(FEMALE)

LAVATORIES

(MALE)

LAVATORIES

(FEMALE)

DRINKING

FOUNTAINS

OTHER

Table 2902.1 Minimum Number of Required Plumbing Fixtures

Chapter 30 - Elevators and Conveying Systems

3002.1 Hoistway Enclosure Protection: refer to 707

3002.8 Glass in elevator enclosures: comply with 2409.1

3003.1 Buildings where standby power is required or furnished to operate an elevator:

a. Standby power shall be manually transferable to all elevators in each bank

b. Where only 1 elevator is installed, it shall automatically transfer power within 60 seconds after power failure

c. Where 2 or more elvators are controlled by a common operating system, all shall transfer to standby within 60 seconds where standby is sufficient to operate all elevators at the same time. Otherwise, each shall transfer in sequence. After all have returned to designated level, at least one shall remain operable from standby

3004.1 Hoistways penetrating more than 3 stories: shall be provided with means for venting, smoke, and hot gases

3004.3 Area of vents: at least 3 1.2% of the hoistway area or less than 3 SF for each elevator car

a. Vent area shall not be required to be permanently open where the vent openings automatically open upon detection of smoke in the elvator lobbies or hoistway, upon power failure, and upon activation of a manual override control

b. Reduced vent area allowed with mechanical ventilation (reduction not allowed for overnight sleeping quarters)

3006.2 Machine Room Venting: Machine Rooms that contain solid state equipment shall be provided with independent ventilation or air-conditioning.

3006.4 Machine rooms shall have a fire-resistance rating not les than the reuired rating of the hoistway enclosure and openign shall be protected with assemblies of the same rating as the hoistway doors.

S S S S S

UP

DN

LIFE SAFETY SYMBOLS

XX

PATH OF TRAVEL

(FOR CUMULATIVE DISTANCES REFER TO SCHEDULE)

REFER TO ELECTRICAL DRAWINGS FOR EXIT

LIGHTING, ILLUMINATION OF EXIT LIGHTING

INDICATED FOR REFERENCE

EXIT DISCHARGE

FE

LIFE SAFETY PLANS GENERAL NOTES

A. ALL PENETRATIONS MADE THROUGH RATED WALLS SHALL BE CONSTRUCTED AND

SEALED AS REQUIRED TO MAINTAIN THE REQUIRED WALL RATING.

B. REFER TO PROJECT SPECIFICATION SHEETS FOR ADDITIONAL REQUIREMENTS.

ONE HOUR FIRE RATED PARTITION

TWO HOUR FIRE RATED PARTITION

ONE HOUR FIRE/SMOKE RATED PARTITION

HANGING FIRE EXTINGUISHERS

CODE INFORMATION

BUILDING: 2021 INTERNATIONAL BUILDING CODE

ACCESSIBILITY: ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS

BARRIER FREE DESIGN GUIDE (PG-18-13)

FIRE: 2021 INTERNATIONAL FIRE CODE

2021 NFPA 101

2021 NFPA 80

PLUMBING: 2018 INTERNATIONAL PLUMBING CODE

MECHANICAL: 2018 INTERNATIONAL MECHANICAL CODE

ELECTRICAL: 2017 NATIONAL ELECTRICAL CODE

ENERGY: 2018 INTERNATIONAL ENERGY CODE

2019 ASHRAE 90.1

OCCUPANCY CLASSIFICATIONS

GROUP U: UTILITY AND MISCELLANEOUS (AGRICULTURAL BUILDING)

CONSTRUCTION TYPE

TYPE II-A CONSTRUCTION (IBC 602.2) - PRE-ENGINEERED METAL BUILDING WITH FIRE

RESISTANCE

PROJECT AREA

2,577 SF

953 SF

LEVEL 1

MEZZANINE

3,530 SFTOTAL

1,520 SF/

OCC LOAD:6

GENERAL STORAGE A

300 411 SF/

OCC LOAD:2

TOOL STORAGE CAGE

300 585 SF/

OCC LOAD:2

GENERAL STORAGE B

EXIT #3EXIT #1

1A

1C

1B

EXIT #2

DASHED LINE AT

MEZZANINE ABOVE

FE

FE

FE

957 SF/

OCC LOAD:4

MEZZANINE

OPEN TO BELOW OPEN TO BELOW

2A

2B

FE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, MS. MARIA HERNANDEZ

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

OEI-LBL Joint Venture LLC

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

O'Brien Engineering Inc., Managing Partner

972-233-2288

115O'Brien Engineering, Inc.

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

www.obrieneng.com

GI103

LIFE SAFETY PLAN RECONSTRUCT BLDG 115

KERRVILLE, TX

671A4-22-109

11/30/2023 JOW CH

ISSUE FOR

CONSTRUCTION

11/30/2023

TRAVEL DISTANCE SCHEDULE - LEVEL 2

PATH NAME DISTANCE

2A 51'

2B 53'

N

ACTUAL NORTHPLAN NORTH

N

N

ACTUAL NORTHPLAN NORTH

N

1/4" = 1'-0"

LIFE SAFETY PLAN - GROUND FLOOR

1/4" = 1'-0"

LIFE SAFETY PLAN - MEZZANINE

TRAVEL DISTANCE SCHEDULE - LEVEL 1

PATH NAME DISTANCE

1A 80'

1B 68'

1C 42'

OCCUPANT LOAD

Number Occupancy Area Occupant Load Factor Max Room Capacity

101 STORAGE 1,520 SF 300 6

102 STORAGE 411 SF 300 2

103 STORAGE 585 SF 300 2

201 STORAGE 957 SF 300 4

Total Capacity 14

BUILDING EGRESS DOORS

EXIT DOOR TYPE Egress Width Provided

EXIT #1 32"

EXIT #2 32"

EXIT #3 32"

TOTAL 96"

14 OCCUPANTS X 0.2" PER OCCUPANT = 2.8" REQUIRED

(4) 32" DOOR = 128" PROVIDED

EXIST. BLDG 46 NEW BLDG 115

EXIST. PECAN RD.

EXIST. PARKING LOT

COVERED

OUTDOOR

STORAGE

AREA

EXIST. PAVED AREA

PEDESTRIAN

ENTRANCE

4'-0"7'-0"74'-8 1/2"9'-0 3/4" PEDESTRIAN

ENTRANCE

(HC ACCESSIBLE)

VEHICLE

ENTRANCE

VEHICLE

ENTRANCE

VEHICLE

ENTRANCE

VEHICLE

ENTRANCE

PEDESTRIAN

ENTRANCE

(HC ACCESSIBLE)6'-1"15'-1 1/2"9'-1"

RAMP

RAMP

FACE OF MTL. PANEL FACE OF MTL. PANEL

AND EDGE OF STEP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, MS. MARIA HERNANDEZ

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

OEI-LBL Joint Venture LLC

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

O'Brien Engineering Inc., Managing Partner

972-233-2288

115O'Brien Engineering, Inc.

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

www.obrieneng.com

GI201

SITE PLAN RECONSTRUCT BLDG 115

KERRVILLE, TX

671A4-22-109

11/30/2023 JOW CH

ISSUE FOR

CONSTRUCTION

11/30/2023

3/32" = 1'-0"

SITE PLAN

N

ACTUAL NORTHPLAN NORTH

N

EXIST. BLDG 46 NEW BLDG 115

EXIST. PECAN RD.

EXIST. PARKING LOT

COVERED

OUTDOOR

STORAGE

AREA

EXIST. ASPHALT PAVED AREA

RAMP

RAMP

1 - 8" X 6" TEE (E)

1 - 6" X 4" REDUCER (E)

1 - 4" GATE VALVE (E)

EXISTING WATER

LINE SERVICE

PROPOSED 4-INCH

WATER LINE

SERVICE FOR FIRE

PROTECTION

WWWWWWWWWWWW

W W

W

W

W

W

W

W

W

W

W

W

APPROX. 10'

EXIST. ASPHALT PAVED AREA

REMOVE ASPHALT PAVEMENT

AND/OR CONCRETE AS

REQUIRED TO INSTALL FIRE

PROTECTION SERVICE LINE.

REPAIR PAVEMENT PER

ASPHALT REPAIR DETAIL ON

SHEET CU501

GENERAL SITE PLAN NOTE:

A. UNDERGROUND FIRE SERVICE LINE SHALL BE DUCTILE IRON OR PVC C900 PIPE

B. ANY DISTURBED ASPHALT PAVING FOR UTILITY INSTALLATION SHALL BE

REPLACED TO MATCH EXISTING TO THE FULLEST EXTENT POSSIBLE.

C. UTLITY LINE LOCATIONS ARE BASED ON RECORD DRAWINGS AND NOT

IDENTIFIED USING SURVEY OR SUBSURFACE UTILITY ENGINEERING.

CONTRACTOR SHALL VERIFY EXACT UTILITY LOCATIONS AND ADJUST

INSTALLATION ACCORDINGLY.

PROPOSED 4-INCH WATER LINE

SERVICE FOR FIRE PROTECTION

SITE PLAN LEGEND:

EXISTING WATER LINE SERVICEW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, MS. MARIA HERNANDEZ

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

OEI-LBL Joint Venture LLC

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

O'Brien Engineering Inc., Managing Partner

972-233-2288

115O'Brien Engineering, Inc.

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

www.obrieneng.com

CU101

UTILITY PLAN RECONSTRUCT BLDG 115

KERRVILLE, TX

671A4-22-109

11/30/2023 JOW CH

ISSUE FOR

CONSTRUCTION

3/32" = 1'-0"

UTILITY PLAN

N

ACTUAL NORTHPLAN NORTH

N

FINISHED GRADE

2" TYPE "D" H.M.A.C.

12" 2 SACK CONCRETE

OR

8" TYPE "B" H.M.A.C.

PLACED IN TWO LIFTS

OR

8" LIMESTONE ROCK

ASPHALT PLACED IN

TWO LIFTS

*SELECT FILL OR

SATISFACTORY NATIVE

MATERIAL COMPACTED

TO 95% STANDARD

PROCTOR (ASTM D-698)

6"

2' -6

6"

6" 6"

3' M

IN

4'

M A

X

**SELECT FILL TO 95%

STANDARD PROCTOR

OR

SATISFACTORY NATIVE

MATERIAL TO 9%

STANDARD PROCTOR

OR

MATERIAL WITHIN 3%

(+/-) OF OPTIMUM

MOISTURE CONTENT,

COMPACTED TO 95%

STANDARD PROCTOR.

PEA GRAVEL OR 3/4"

WASHED SAND

6" MIN - 12" MAX

SAWCUT FULL DEPTH

FIELD DENSITY TEST

(ASTM D-698) EVERY 100

LINEAR FEET AT DEPTHS

OF 2', 5', 7.5', 10', AND 12'

DEPENDING ON DEPTH

OF SEWER

NOTES:

* MOISTURE SENSITIVE MATERIAL COMPACED TO 95% STANDARD

PROCTOR AND WITHIN 4% (+/-) OF OPTIMUM MOISTURE CONTENT MAY

BE USED WHERE WATER LINE IS NOT UNDERNEATH PAVEMENT.

** MODIFIED PROCTOR (ASTM D-1557) MUST ME USED AT DEPTHS

GREATER THAN 10 FEET.

REPRESENTS FIELD DENSITY TEST LOCATION

INSTALLATION OF PIPE TO FOLLOW CONTRACT SPECIFICATIONS

FINISHED GRADE

*SELECT FILL OR

SATISFACTORY NATIVE

MATERIAL COMPACTED

TO 95% STANDARD

PROCTOR (ASTM D-698)

6" M

IN

6" M

IN

PEA GRAVEL OR 3/4"

WASHED SAND

6" MIN - 12" MAX

LOCATING

TAPE

NOTES:

* MOISTURE SENSITIVE MATERIAL COMPACED TO 95% STANDARD

PROCTOR AND WITHIN 4% (+/-) OF OPTIMUM MOISTURE CONTENT MAY

BE USED WHERE WATER LINE IS NOT UNDERNEATH PAVEMENT.

REPRESENTS FIELD DENSITY TEST LOCATION

INSTALLATION OF PIPE TO FOLLOW CONTRACT SPECIFICATIONS

M

IN

0" M

A X

2' -0

FIELD DENSITY TEST (ASTM

D-698) EVERY 100 LINEAR

FEET AT 18" DEPTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, MS. MARIA HERNANDEZ

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

OEI-LBL Joint Venture LLC

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

O'Brien Engineering Inc., Managing Partner

972-233-2288

115O'Brien Engineering, Inc.

Carrollton, TX 75006

972-233-2288

2340 E. Trinity Mills Rd. Ste 220 www.obrieneng.com

A/E:

www.obrieneng.com

CU501

CIVIL AND UTILITY DETAILS RECONSTRUCT BLDG 115

KERRVILLE, TX

671A4-22-109

11/30/2023 JOW CH

ISSUE FOR

CONSTRUCTION

1" = 1'-0"

PAVEMENT REPAIR DETAIL

1" = 1'-0"

WATER LINE EMBEDMENT & FIELD DENSITY TESTING

Revisions: Date:

VHASTXHernaM4 Snapshot

VHASTXHernaM4 Snapshot

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVING OFFICIAL:

COR, MS. MARIA HERNANDEZ

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RECONSTRUCT BLDG 115

KERRVILLE, TX

671A4-22-109

11/30/23 RLW BWTRevisions: Date:

1151 W. PIONEER PKWY. (817) 277-6686

ARLINGTON, TX 76013

Texas Registered Engineering Firm F-8284 C 2022 Copyright R. L. Woods & Associates, LLC

Structural and Forensic Engineering R. L. Woods & Associates, LLC

11-30-23

ISSUE FOR

CONSTRUCTION

OEI-LBL Joint Venture LLC

2340 E. Trinity Mills Rd. Ste 220 Carrollton, TX 75006

O'Brend Engineering Inc., Managing Partner

972-233-2288

A/E:

www.obrieneng.com

SS001

GENERAL NOTES

1. Design loads are as follows:

A. Roof live loads 20 PSF B. Roof dead loads (PEMB system) 10 PSF (assumed) C. Rood dead collateral loads 10 PSF D. Floor live loads:

i. Mezzanine light storage 125 PSF

ii. Warehouse - storage 250 PSF

E. Equipment loads:

i. Roof and floor supported HVAC equipment as noted on plan

F. Ground snow loads: 5 PSF G. Wind pressure: unless noted otherwise, per ASCE 7-16 for:

i. Basic wind speed = 105 mph (Risk Category II).

ii. Exposure B.

iii. Component and cladding wind pressure, PSF, for Wind Area = 10 SF:

a. Roof Zone 1: +10.0; -31.6

b. Roof Zone 2: +10.0; -41.7

c. Roof Zone 3: +10.0; -56.8

d. Roof Overhang Zone 1: -28.6

e. Roof Overhang Zone 2: -38.7

f. Roof Overhang Zone 3: -53.8

g. Wall Zone 4: +19.8; -21.5

h. Wall zone 5: +19.8; -26.6

H.Seismic design (per ASCE 7):

a. Seismic Risk Category: II.

b. Seismic Importance Factor: 1.0

c. Mapped Spectral Response Acceleration Parameters:

Ss =.0473g S1 =.0231g

d. Spectral Response Coefficients: Sds = 0.028; Sd1 = 0.012

e. Site Class: A

f. Seismic Design Category: A

g. Seismic Force Resisting System: Ordinary moment resistant frames

h. Design Base Shear: n/a

i. Seismic Response Coefficient (CS) = 0.01

j. Analysis procedure: Equivalent Frame Method

2. Structure was designed in accordance with the IBC 2021 edition.

3. Consult structural engineer if locations or design weights of roof, floor, and mezzanine supported

Mech'l units differ from those indicated on structural plans.

4. All existing conditions shall be field verified.

5. Contractor shall verify all…