Attachment 1 - Renovate Bldg.62 AC Shop - Drawings.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVAL OFFICIAL:

COR, Mr. TYRONE BENNETT

A

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

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

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

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

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

A/E:

GI001

COVER SHEET RENOVATE BLDG. 62 - AC SHOP

TEMPLE, TX

674-21-252

06/26/2024 JOW CH

ISSUE FOR BID

RENOVATE BLDG.62 - AC SHOP : 674-21-252

TEMPLE, TEXAS

CENTRAL TEXAS VA HEALTHCARE SYSTEM

SHEET INDEX

SHEET NUMBER SHEET NAME

00_GENERAL

GI001 COVER SHEET

GI002 VICINITY MAP, SYMBOLS AND NOTES

GI101 ACCESSIBILITY STANDARDS

GI103 LIFE SAFETY PLAN

GI201 EXISTING PHOTO - EXTERIOR

GI202 EXISTING PHOTO - INTERIOR

GI203 EXISTING PHOTO - MEP+S

07_STRUCTURAL

S100 ROOF FRAMING PLAN

S200 DETAILS

08_ARCHITECTURAL

AD101 DEMOLITION PLAN & NOTES

AE100 OVERALL FLOOR PLAN

AE111 FLOOR PLAN & ENLARGED PLAN

AF121 FINISH PLAN

AE131 EQUIPMENT PLAN & EQUIPMENT LIST

AC141 REFLECTED CEILING PLAN

AE151 ROOF PLAN

AE200 EXTERIOR ELEVATIONS

AE300 BUILDING SECTIONS

AE301 SECTION DETAILS

AI400 INTERIOR ELEVATIONS & MILLWORK DETAILS

AE410 STANDARD PARTITION TYPES

AE500 STAIR & RAMP DETAILS

AE600 DOOR & WINDOW SCHEDULE / WINDOW DETAILS

AE601 DOOR DETAILS

AE900 PERSPECTIVE VIEWS

SHEET INDEX

SHEET NUMBER SHEET NAME

11_PLUMBING

P001 COVER SHEET - SHEET LOG & GENERAL NOTES

P002 GENERAL NOTES, SYMBOLS & ABBREVIATIONS

PD101 PLUMBING DEMOLITION PLAN

PP101 PLUMBING WASTE & VENT PLAN

PP102 PLUMBING WATER SUPPLY PLAN

P501 PLUMBING DETAILS

P502 WATER SOFTENER DETAILS

P601 PLUMBING SCHEDULES

PP701 PLUMBING SITE PLAN

PP901 WASTE & VENT ISOMETRIC

PP902 WATER SUPPLY ISOMETRIC

13_MECHANICAL

M001 COVER SHEET

M002 GENERAL NOTES, SYMBOLS & LEGENDS

MD101 DUCT DEMOLITION PLAN - LEVEL 1

MH101 MECHANICAL HVAC PLAN

MH102 DUCT PLAN - ROOF

MP101 MECHANICAL HVAC PIPING PLAN

MH301 SECTIONS

MH401 DETAILS

MH501 SCHEDULES & DIAGRAMS

MH502 SCHEDULES & DIAGRAMS

MH503 SCHEDULES & DIAGRAMS

SHEET INDEX

SHEET NUMBER SHEET NAME

14_ELECTRICAL

E001 COVER SHEET - GENERAL NOTES & SHEET LOGS

E002 GENERAL NOTES

E003 SYMBOLS ABBREVIATIONS & LEGENDS

ED101 ELECTRICAL DEMOLITION PLAN - LEVEL 1

ED102 ELECTRICAL DEMOLITION PLAN - ROOF

ED701 ELECTRICAL SITE PLAN - DEMOLITION

EL101 ELECTRICAL LIGHTING PLAN - LEVEL 1

EP101 ELECTRICAL POWER PLAN - LEVEL 1

EP102 ELECTRICAL MECHANICAL POWER PLAN - LEVEL 1

EP103 ELECTRICAL MECHANICAL POWER PLAN - ROOF

EP501 ELECTRICAL POWER DETAILS

EP601 ELECTRICAL SINGLE LIN DIAGRAM - SITE

EP602 ELECTRICAL SINGLE LINE DIAGRAM - NEW

EP603 SCHEDULES & DIAGRAMS

EP701 ELECTRICAL SITE PLAN - NEW WORK

Revisions: Date:

T

TT

T

T

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"

XX

XX

XXXX

7'-0" R 3'-11"

100°

SIM

X

X-XXX

DIMENSION TO FACE OF

GYPSUM BOARD, 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

INTERIOR PARTITION TYPE TAGA3

ROOM NAME

101101 ROOM NAME

ROOM NUMBER

ROOM AREA

ROOM TAG (FOR STANDARD PLANS)

N

BUILDING SECTION

POSITION ON SHEET

SHEET NUMBER

A101

SIM

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

OWNER

ARCHITECT

O'BRIEN ENGINEERING INC.

CONTRACTING OFFICER REPRESENTATIVE

MECHANICAL, PLUMBING, AND

ELECTRICAL ENGINEER

O'BRIEN ENGINEERING INC.

Mr. TYRONE BENNETT

CENTRAL TEXAS VA HEALTHCARE SYSTEM

STRUCTURAL ENGINEER

CDC STRUCTURAL ENGINEERS

VICINITY MAP

NOT TO SCALE

N

CODE INFORMATION

BUILDING: 2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL EXISTING BUILDING CODE

ACCESSIBILITY: ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13)

FIRE: 2021 INTERNATIONAL FIRE CODE

NFPA 101 LIFE SAFETY CODE 2024

PLUMBING: 2021 INTERNATIONAL PLUMBING CODE

MECHANICAL: 2021 INTERNATIONAL MECHANICAL CODE

ELECTRICAL: 2023 NATIONAL ELECTRICAL CODE

ENERGY: 2021 INTERNATIONAL ENERGY CODE

2022 ASHRAE 90.1

OCCUPANCY CLASSIFICATIONS

INDUSTRIAL OCCUPANCY (NFPA 101 LIFE SAFETY CODE 2021 6.1.12)

MIXED OCCUPANCY (NON-SEPERATED) OF LOW-HAZARD FACTORY INDUSTRIAL (F-2) AND

LOW-HAZARD STORAGE (S-2) (2021 INTERNATIONAL BUILDING CODE 508.2.3)

CONSTRUCTION TYPE

PROJECT AREA

5,115 SF

TYPE V - B

PROJECT TYPE

ALTERATIONS (2021 INTERNATIONAL ENERGY CONSERVATION CODE - SECTION C503, C503.1 - C503.2) ALTERATIONS - LEVEL 3 (2021 INTERNATIONAL EXISTING BUILDING CODE CHAPTER 9, 907.1)

LIFE SAFETY: NFPA 101 LIFE SAFETY CODE 2024

SEPERATION & RATED WALL

WHERE TWO STORIES OR LESS IN HEIGHT AND THE TOTAL BUILDING SQUARE FOOTAGE IS LESS THAN 10,000 SQFT, NO SEPARATION IS REQUIRED. (2024 NFPA 6.1.14.1.4 SEPARATED OCCUPANCIES)

NO SEPARATION REQUIREMENT (2021 INTERNATIONAL BUILDING CODE, TABLE 508..4)

NO SPRINKLER REQUIREMENT (2024 NFPA 40.3.5 EXTINGUISHMENT REQUIREMENTS)

FIRE SPRINKLER IS NOT REQUIRED (2021 INTERNATIONAL BUILDING CODE, 506.1 & 506.2 WITH TABLE 506.2)

AUTOMATIC SPRINKLERS

GENERAL PROJECT DESCRIPTION

THIS PROJECT SHALL CONSIST OF INTERIOR RENOVATIONS TO AN EXISTING BUILDING AS DEFINED ON

THE CHART BELOW.

PROJECT TYPE YES NO

NEW CONSTRUCTION: (COMPLETELY NEW BUILDING AND SITE WORK)

ADDITION: (NEW CONSTRUCTION TO INCREASE SIZE OF EXISTING BUILDING)

RENOVATION: (REPLACEMENT OF EXISTING BUILDING COMPONENTS)

SYSTEM UPGRADES

ITEM YES NO

NEW STRUCTURAL SYSTEM (ROOF)

EXISTING STRUCTURAL SYSTEM AFFECTED

EXISTING EXTERIOR WALLS AFFECTED

EXISTING INTERIOR WALLS AFFECTED

EXISTING INTERIOR FINISHES AFFECTED

EXISTING ROOFING AFFECTED (DEMO)

HVAC SYSTEMS AFFECTED

ELECTRICAL SYSTEMS AFFECTED

B

LD

G

R A

IL

R

O A

D T

R A

C K

S

B

LD

G

BLDG 222

BLDG 147

BLDG 47

BLDG 146

BLDG 46

BLDG 45

BLDG 44

BLDG 220

B

LD

G

B

LD

G

ROAD 7 52

BLDG 59

B

LD

G

ROAD 8

TE

A

G U

E P

LA

C

E

R O

A D

B

LD

G

BLDG 20

BLDG 203

BLDG 204

R O

A D

A

ROAD 6A

R O

A D

A

R O

A D

A

R O

A D

ROAD 11

STATE VETERANS HOME

R O

A D

A

ROAD 6B

TE

A

G U

E P

LA

C

E

W. AVE R

W. AVE U

TE

A

G U

E P

LA

C

E

B

LD

G

ROAD 8B

ROAD 1A

ROAD 1B

VE

TE

R A

N M

EM

O

R

IA

L D

R

IV

E

BLDG 62

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVAL OFFICIAL:

COR, Mr. TYRONE BENNETT

A

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

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

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

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

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

A/E:

GI002

VICINITY MAP, SYMBOLS AND

NOTES

RENOVATE BLDG. 62 - AC SHOP

TEMPLE, TX

674-21-252

06/26/2024 JOW CH

ISSUE FOR BID

06/26/2024

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. OR (T.) 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. THE CONTRACT DRAWINGS AND THE PROJECT MANUAL COMPRISE THE CONTRACT

DOCUMENTS. CONTRACTOR(S) SHALL BE FAMILIAR WITH ALL ASPECTS OF THE CONTRACT

DOCUMENTS, AND SPECIFICALLY THE DRAWINGS AND SPECIFICATIONS WHICH PERTAIN TO THE

CONTRACTOR(S) SCOPE OF WORK, THE GENERAL CONDITIONS OF THE CONTRACT, DIVISION 1

OF THE SPECIFICATIONS, AND COORDINATION OF RELATED TRADES, BEFORE SUBMITTING A

BID.

2. THESE DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES. IN THE EVENT OF

OMISSION OF NECESSARY DIMENSIONS, CONTRACTOR SHALL NOTIFY THE COR.

3. VERIFY ALL DIMENSIONS, GRADES, AND EXISTING CONDITIONS AT JOB SITE. WHERE

DIMENSIONS ARE LABELED "VERIFY", THE CONTRACTOR SHALL NOTIFY THE COR IF DIMENSION

VARIES FROM DIMENSION SHOWN PRIOR TO CONSTRUCTING WALLS.

4. VERIFY SIZE AND LOCATIONS OF ALL OPENINGS WITH CONTRACTORS INVOLVED, INCLUDING

MECHANICAL AND ELECTRICAL AND PROVIDE OPENINGS AS REQUIRED. NO OPENINGS SHALL

BE MADE THROUGH STRUCTURAL COMPONENTS WITHOUT PRIOR APPROVAL FROM THE COR.

5. THE PROJECT SHALL BE CONSTRUCTED TO BE ACCESSIBLE TO PERSONS WITH DISABILITIES.

6. ERRORS AND/OR OMISSIONS IN ROOM, DOOR, OR WINDOW SCHEDULES DO NOT RELIEVE THE

CONTRACTOR FROM EXECUTING WORK SHOWN ON THE DRAWINGS OR DESCRIBED IN THE

SPECIFICATIONS.

7. ALL DIMENSIONS ON PLANS ARE TO THE FACE OF FINISHED WALL, CONCRETE STRUCTURE, OR

MASONRY UNLESS NOTED OTHERWISE.

8. ADD SUFFICIENT BLOCKING IN STUD WALLS TO SUPPORT ALL ITEMS OR EQUIPMENT SHOWN OR

SPECIFIED TO BE ATTACHED TO THE WALLS. PROVIDE ADDITIONAL STRUCTURAL SUPPORT

(ANGLES, CHANNELS, ETC.) WITHIN WALLS WHERE WEIGHT OF ATTACHED ITEMS IS TOO GREAT

TO BE SUPPORTED BY METAL STUDS.

9. LIGHT FIXTURES LOCATED IN CEILING SYSTEMS SHALL BE LOCATED ACCORDING TO THE

ARCHITECTURAL REFLECTED CEILING PLAN.

10. CEILING DIFFUSERS, RETURN AIR GRILLES, AND EXHAUST FAN INTAKES LOCATED IN CEILING

SYSTEMS SHALL BE LOCATED ACCORDING TO THE ARCHITECTURAL REFLECTED CEILING PLAN.

11. IN ROOMS OR AREAS WITH EXPOSED STRUCTURE, ALL WIRING & CABLING TO BE IN CONDUIT.

3'-0"

3' -0

3'

-0

4'-0"

H.C. SEAT

GRAB BAR

SHOWER

HEAD

CLEAR

AREA

SHOWER PLAN

4' -0

" M

AX

3' 2"

M

IN

2' 9"

T O

'-0

3'-0"

CONTROL

AREA

RECESSED

SOAP TRAY

MTD. 40" A.F.F

CONTROL WALL

3'-0"

1' -5

/4

SEAT WALL

3'-0"

1' -5

/4

BACK WALL

1'-5 1/2"

2' -9

" T O

'-0

5'-0" OR 4'-0"

2' -6

3'

-0

O R

'-0

3' -0

5'-0"

GRAB BARS

SHOWER

HEAD

SECONDARY SHOWER HEAD & SLIDE

BAR (WHERE INDICATED)

CLEAR

AREA

SHOWER PLAN

5'-0"

4' -0

NURSE CALL WITH

PULL CORD

WHERE SPECIFIED

GRAB BAR

BACK WALL ELEVATION CONTROL WALL ELEVATION

2'-6", 3'-0", OR 4'-0"

2'-11 1/2"

2' -8

/4

2' -8

/4

1' -6

3"

3' 2"

T O

'-0

" M

AX

6"

TO

C

O N

TR

O

LS

VERTICAL

GRAB BARS

CONTROL

AREA

RECESSED

SOAP TRAY

MTD. 40" A.F.F

4"

2' -8

/2

6"

REMOVABLE BENCH

(WHERE INDICATED)

SECONDARY CONTROLS

(WHERE INDICATED)

SIDE WALL ELEVATION

ROLL-IN HDCP ACCESSIBLE SHOWER (ACCEPTABLE MINIMUM SIZES: 48" X 48", 30" X 60" OR 36" X 60") (VA REQ'D)

TRANSFER TYPE HDCP ACCESSIBLE SHOWER 36" X 36"

6'-0" MIN. (VA REQ'D)

1"

2'-10" MIN. (VA REQ'D)

1"

5' -6

" M

IN

VA

R

EQ

'D

1/

2" 3'

-0

1'-0" 3'-6"

FLUSH HANDLE TO

OPEN SIDE OF STALL/

ROOM. TYP.

STANDARD HDCP TOILET

STALL DIMENSIONS

(V A

R

EQ

'D

6' -0

" M

IN

(F

LO

O R

-M

TD

W .C

(V A

R

EQ

'D

6' -0

" M

IN

(W

AL

L- M

TD

W

.C

6" 3'-0"

1' -0

3'

-6

4" MAX.

(VA REQ'D)

2'-10" MIN.

STANDARD HDCP TOILET

STALL DIMENSIONS

1'-6"

1' -6

1' -6

/4

3'-0" MIN. 6" MAX.

2' -1

0"

FRONT OF TOILET

1' -3

" S

TA

N D

A R

D , T

O P

O F

S E

A T

1' -6

" H D

C P

, T O

P O

F S

E A

T

3' -8

" M

AX

. T O

F

LU

SH

C

TR

L

2' -1

0"

2'-0"

3'-0" MAX.

1' -9

/4

NAPKIN DISPOSAL

(WHERE SHOWN)

TOILET TISSUE

DISPENSER

WALL MOUNTED TOILET

2'-0"

3'-0 1/4"

1' -3

" S

TA

N D

A R

D , T

O P

O F

S E

A T

1' -6

" H D

C P

, T O

P O

F S

E A

T

3' -8

" M

AX

. T O

F

LU

SH

C

TR

L

2' -1

0"

NAPKIN DISPOSAL

(WHERE SHOWN)

TOILET TISSUE

DISPENSER

FLOOR MOUNTED TOILET

4" MAX.

3' -4

PAPER TOWEL

DISPENSER/

WASTE

RECEPTACLE

3' -4

PAPER TOWEL

DISPENSER

3' -8

/4

SOAP DISPENSER

2' -1

0" M

AX

3' -4

" M

AX

6' -8

" M

IN

TO REFLECTIVE

SURFACE

7" (VA REQ'D)

PAPER TOWEL

DISPENSER

1'-6" MIN.

1' -5

" M

IN

LAVATORY &

MIRROR

9" M

IN

2' -3

" M

IN

2' -5

" M

IN

2' -1

0" M

AX

2'-6" CLR.

1/

2" M

AX

2' -3

" C

LE

A R

K

IT

C H

E N

S 2'

-5 " T

O

IL

E T

R O

O M

S

1'-6"

SINK MOUNTED

COUNTER FRONT

ELEVATION

2'-6" 2'-6"

1' -8

" M

AX

SINK MOUNTED

COUNTER PLAN

COORDINATE W/ M.E.P.

ALL PIPES ARE TO BE

PROPERLY INSULATED

OR LOCATED TO

PREVENT CONTACT.

1' -5

" M

AX

2-6" MIN.

3' -8

" M

AX

IF X < 24",

Y= 2'-6"

IF X > 24",

Y= 3'-0"

Y

HDCP URINAL

1/ 2"

M

AX

NOTE: ALL DOORS IN ALCOVES MUST

COMPLY WITH THE CLEARANCE NOTED

FOR FRONT APPROACHES.

DOOR THRESHOLD

DETAIL

3"

5' -0

" C

EN

TE

R

MOUNTING LOCATION REQUIRED AT

STRIKE SIDE OF DOOR; SIDELITE

SIGNS TO BE DOUBLE, BLANK SIGN

ON BACK SIDE OF GLASS

5' -0

" C

EN

TE

R

LINE OF

NEAREST

DOOR SWING

OR

PROTRUDING

OBJECT

ALTERNATE MOUNTING LOCATION

WHERE STRIKE SIDE MOUNTING NOT

POSSIBLE. (NEAREST ADJACENT

WALL)

NOTE: A PERSON

MUST BE ABLE

TO APPROACH

WITHIN 3" OF

SIGN WITHOUT

ENCOUNTERING

ANY DOOR

SWING OR

PROTRUDING

OBJECT.

6' -8

" M

IN

LOBBY

OVERHEAD SIGN

CLEARANCE

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

HANDRAIL EXTENTIONS AT

TOP RUN

HANDRAIL EXTENTIONS AT

BOTTOM RUN

ONE TREAD

11" MIN. 1 1/2" MAX.

R 0' - 1 1/2"

MINIMUM USABLE AND

MAXIMUM NOSING

DIMENSIONS

(V A

R

EQ

'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

EQ

'D

4' -0

" M

IN

VA

R

EQ

'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"

ST

AI

R N

O

SI

N G

A N

D /O

R R

AM

P

SU

R

FA

C

E

(V A

R E

Q 'D

TO

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

LOCKER ROOM

BENCH

2'-0" MIN. BY 4'-0" MIN.

1' -7

" M

AX

1' -6

" M

IN

PROTRUSION LIMITS -

PLAN

G R

EA

TE

R T

H

AN

'-3

4" MAX.

PROTRUSION LIMITS -

SECTION

EQ

U

AL

T

O

'-3

LE

SS

T H

AN

O

R

NO LIMITS

CHANGES IN LEVEL

1/ 2"

M

AX

1/

4" M

AX

HDCP ACCESSIBLE AND STANDARD DIMENSIONS

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

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

AX

4' -0

2'-6"

2' -0

" M

AX

4' -0

2'-6" 1'-0"

1/ 2"

M

AX

CARPET PILE THICKNESS

VA REQ'D: CARPET

CUSHION NOT

PERMITTED

(VA REQ'D)

3'-10" MIN.

WIDE DOOR

PATIENT DOORS ONLY

(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.

CENTERED ON LOW

4'-0" MIN.

2' -6

" M

IN

HIGH

LOW

2'-0" MAX.

RECESS DEPTH

NOT TO EXCEED

FOUNTAIN DEPTH

C

EN

TE

R

ED

O

N L

O W

4' -0

" M

IN

2'-6" MIN.

17" - 19"

CLEAR FLOOR AREA

HIGH

LOW

RECESSED PLAN SURFACE PLAN

17" - 19"

SPOUT OUTLET

9" M

IN

2' -3

" M

IN

3' -0

" M

AX

6" MAX.8" MIN.

SKIRT REQ'D BELOW IF MTD ALONG PATH OF TRAVEL

SIDE ELEVATION

EQUIPMENT

ALLOWED

IN SHADED

AREA

ELECTRIC WATER COOLER STANDARDS

3' -9

" M

AX

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

TO

P

O F

R

EA

C H

3' -1

0" M

AX

ADJUSTABLE

SHELVES

X: 4'-0" MAX.

Y : 4

'-0 " M

AX

1' -3

" M

IN

FORWARD REACH

2'-1" MAX.

R

EA

C H

'-8

3' -8

4'

-0 " F

O R

H O

R

IZ

O N

TA

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

OF URINAL RIM

DEPTH 2'-0" MAX.

MIN. TO FRONT

X

HAND-HELD

SHOWER

HEAD

8' -0

SECONDARY SHOWER HEAD & SLIDE

BAR (WHERE INDICATED)

EQ

EQ

1 1/2".

4' -0

VA

R

EQ

'T

1'-0" MIN.

EXPOSED PUPES TO BE WRAPPED

W/ INSULATION OR HAVE

PROTECTIVE ENCLOSURE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVAL OFFICIAL:

COR, Mr. TYRONE BENNETT

A

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

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

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

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

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

A/E:

GI101

ACCESSIBILITY STANDARDS RENOVATE BLDG. 62 - AC SHOP

TEMPLE, TX

674-21-252

06/26/2024 JOW CH

ISSUE FOR BID

06/26/2024Revisions: Date:

S S S S S

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

FIRE EXTINGUISHER CABINET

HANGING FIRE EXTINGUISHERS

EXIT DISCHARGE

FEC

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

NO ANTICIPATED WORK IN THIS AREA EXCEPT

AS REQUIRED BY THAT IN ADJACENT AREAS.

AREA TO REMAIN IN OPERATION

THROUGHOUT PROJECT DURATION.

CODE INFORMATION

BUILDING: 2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL EXISTING BUILDING CODE

ACCESSIBILITY: ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13)

FIRE: 2021 INTERNATIONAL FIRE CODE

NFPA 101 LIFE SAFETY CODE 2024

PLUMBING: 2021 INTERNATIONAL PLUMBING CODE

MECHANICAL: 2021 INTERNATIONAL MECHANICAL CODE

ELECTRICAL: 2023 NATIONAL ELECTRICAL CODE

ENERGY: 2021 INTERNATIONAL ENERGY CODE

2022 ASHRAE 90.1

OCCUPANCY CLASSIFICATIONS

INDUSTRIAL OCCUPANCY (NFPA 101 LIFE SAFETY CODE 2021 6.1.12)

MIXED OCCUPANCY (NON-SEPERATED) OF LOW-HAZARD FACTORY INDUSTRIAL (F-2) AND

LOW-HAZARD STORAGE (S-2) (2021 INTERNATIONAL BUILDING CODE 508.2.3)

CONSTRUCTION TYPE

PROJECT AREA

5,115 SF

TYPE V - B

PROJECT TYPE

ALTERATIONS (2021 INTERNATIONAL ENERGY CONSERVATION CODE - SECTION C503, C503.1 - C503.2) ALTERATIONS - LEVEL 3 (2021 INTERNATIONAL EXISTING BUILDING CODE CHAPTER 9, 907.1)

LIFE SAFETY: NFPA 101 LIFE SAFETY CODE 2024

SEPERATION & RATED WALL

WHERE TWO STORIES OR LESS IN HEIGHT AND THE TOTAL BUILDING SQUARE FOOTAGE IS LESS THAN 10,000 SQFT, NO SEPARATION IS REQUIRED. (2024 NFPA 6.1.14.1.4 SEPARATED OCCUPANCIES)

NO SEPARATION REQUIREMENT (2021 INTERNATIONAL BUILDING CODE, TABLE 508..4)

NO SPRINKLER REQUIREMENT (2024 NFPA 40.3.5 EXTINGUISHMENT REQUIREMENTS)

FIRE SPRINKLER IS NOT REQUIRED (2021 INTERNATIONAL BUILDING CODE, 506.1 & 506.2 WITH TABLE 506.2)

AUTOMATIC SPRINKLERS

870 SF

LARGE AC /

REFRIGERATION

EQUIPMENT

REPAIR

507 SF

WORK SHOP

499 SF

AC FILTER

STORAGE

507 SF

PARTS STORAGE

673 SF

AC WORK SPACE

476 SF

CORRIDOR

343 SF

BREAKROOM

NOT IN SCOPE

DOCKDOCK

92 SF

IDF

344 SF

PLUMBING SHOP

OFFICE

72 SF

CORRIDOR

58 SF

RESTROOM

29 SF

HAC

60 SF

RESTROOM

28 SF

SHOWER

EXIT #2 EXIT #3

EXIT #1

1A

1B

1C

1D

1E

PLUMBING SHOP / STORAGE

FE

FE

FE

FUNCTION OF SPACE LEGEND

INDUSTRIAL

STORAGE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVAL OFFICIAL:

COR, Mr. TYRONE BENNETT

A

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

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

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

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

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

A/E:

GI103

LIFE SAFETY PLAN RENOVATE BLDG. 62 - AC SHOP

TEMPLE, TX

674-21-252

06/26/2024 JOW CH

ISSUE FOR BID

06/26/2024

3/16" = 1'-0"

LIFE SAFETY PLAN

ACTUAL NORTH

N N

PLAN NORTH

OCCUPANT LOAD - LEVEL 1

Function of Space Area Occupant Load Factor Occupant Load

INDUSTRIAL 3,553 SF 100 41

STORAGE 1,006 SF 500 3

Total Capacity 4,559 SF 44

TRAVEL DISTANCE SCHEDULE - LEVLE 1

TRAVEL PATH DISTANCE

1A 47'

1B 44'

1C 43'

1D 58'

1E 74'

39 OCCUPANTS X 0.2" PER OCCUPANT = 7.8" REQUIRED

(3) X 44" DOOR = 132" PROVIDED

BUILDING EGRESS DOORS

EXIT DOOR TYPE Egress Width Provided

EXIT #1 44"

EXIT #2 44"

EXIT #3 44"

TOTAL 132"

STORAGE 2

BG24

STORAGE 3

BG25

STORAGE 4

BG26

STORAGE 1

BG27

SHOP

BG28

LOCKER

BG29

RESTROOM

BG30

LOADING DOCK 2

BG31

LOADING DOCK 1

BG32

STORAGE 5

BG33

STORGE 6

BG34

STORAGE 6A

BG35

HALLWAY

BG36

PLUMBING SHOP

/ STORAGE

BG38

EXT 01

EXT 02 EXT 03

EXT 04

EXT 05

EXT 06

EXT 07

EXT 08

EXT 09

EXT 10

EXT 11

A/C STEAM VAULT

EXT 01 EXT 02 EXT 03 EXT 04

EXT 05

EXT 06

EXT 07EXT 08

EXT 09

EXT 10

EXT 11

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVAL OFFICIAL:

COR, Mr. TYRONE BENNETT

A

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

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

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

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

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

A/E:

GI201

EXISTING PHOTO - EXTERIOR RENOVATE BLDG. 62 - AC SHOP

TEMPLE, TX

674-21-252

06/26/2024 JOW CH

ISSUE FOR BID

06/26/2024

1/8" = 1'-0"

FLOOR PLAN - EXISTING (W/ EXTERIOR PHOTOS)

NN

ACTUAL NORTH PLAN NORTH

STORAGE 3

BG25

STORAGE 4

BG26

STORAGE 1

BG27

SHOP

BG28

LOCKER

BG29

RESTROOM

BG30

LOADING DOCK 2

BG31

LOADING DOCK 1

BG32

STORAGE 5

BG33

STORGE 6

BG34

STORAGE 6A

BG35

HALLWAY

BG36

PLUMBING SHOP

/ STORAGE

BG38

INT 04

INT 01

INT 03

INT 07

INT 13

INT 014

INT 11

INT 02

INT 05

INT 06

INT 09

INT 08

INT 12

INT 10

INT 01 INT 02

INT 03

INT 12

INT 06INT 07 INT 09

INT 10

INT 14

INT 03

INT 04 INT 05

INT 08

INT 11

INT 13

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVAL OFFICIAL:

COR, Mr. TYRONE BENNETT

A

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

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

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

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

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

A/E:

GI202

EXISTING PHOTO - INTERIOR RENOVATE BLDG. 62 - AC SHOP

TEMPLE, TX

674-21-252

06/26/2024 JOW CH

ISSUE FOR BID

06/26/2024

1/8" = 1'-0"

FLOOR PLAN - EXISTING (W/ INTERIOR PHOTOS)

NN

STORAGE 3

BG25

STORAGE 4

BG26

STORAGE 1

BG27

SHOP

BG28

LOCKER

BG29

RESTROOM

BG30

LOADING DOCK 2

BG31

LOADING DOCK 1

BG32

STORAGE 5

BG33

STORGE 6

BG34

STORAGE 6A

BG35

HALLWAY

BG36

PLUMBING SHOP

/ STORAGE

BG38

MEPS 02

MEPS 03

MEPS 04

MEPS 05

MEPS 01

MEPS 08

MEPS 06

MEPS 07

MEPS 09

MEPS 02 MEPS 02

MEPS 03

MEPS 04 MEPS 05

MEPS 01 MEPS 01

MEPS 07

MEPS 06MEPS 06MEPS 06

MEPS 08 MEPS 09

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

APPROVAL OFFICIAL:

COR, Mr. TYRONE BENNETT

A

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

O'Brien Engineering, Inc., Managing Partner

Carrollton, TX 75006

972-233-2288

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

OEI - LBL Joint Venture LLC O'Brien Engineering, Inc., Carrollton, TX 75006

972-233-2288

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

A/E:

GI203

EXISTING PHOTO - MEP+S RENOVATE BLDG. 62 - AC SHOP

TEMPLE, TX

674-21-252

06/26/2024 JOW CH

ISSUE FOR BID

06/26/2024

1/8" = 1'-0"

FLOOR PLAN - EXISTING (W/ MECH. / ELEC. PHOTOS)

NN

NOT IN SCOPE

2X

R O

O F

JO

IS

TS

(J

3)

4"

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A

B O

V E

D E

C K

(2 ) 2

X

R

ID

G E

W

X

S

TEEL B

EAM

W

12 X 14 STEEL BEAM

W

12 X 14 STEEL BEAM W

X

S

TEEL B

EAM

2X

R O

O F

JO

IS

TS

(J

1)

4"

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A

B O

V E

B U

IL

D

IN

G

TY

P

2X

R O

O F

JO

IS

TS

(1

4" O

.C

A B

O V

E B

U

IL

D

IN

G

TY

P

2X12 ROOF JOISTS (J1) @ 24" O.C.

ABOVE BUILDING - TYP.

2X12 ROOF JOISTS (J1) @ 24" O.C.

ABOVE BUILDING - TYP.

2X

R O

O F

JO

IS

TS

(J

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4"

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(3) 2X12 W/ (2) 1/2" PLYWOOD

SANWICHED BETWEEN

2X12 ROOF JOISTS (J1)

@ 24" O.C.

J2

J2

J2

J2

J2

J2

J2

J2

J2

J2

J2

J2

J2

J2

J2J2

J2

J2

J2J2

J2

J2

J2

J2

J2

J2

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J2 J2

J2 J2

S200

S200

S200

S200

(4 ) 2

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TH

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(B 3)

B1

B1

B1

B1

B2

B1

B2

B1

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S200

SIM

S200

SIM

J2 J2

J2

J2

J2

J2

J2

J2

J2

J2

J2

J2

TYP.

S200

SIM

DOUBLE ROOF JOISTS AT

MECH. DUCT UP TO ROOF

TO AVOID CONFLICTIONS

DOUBLE ROOF JOISTS AT

MECH. DUCT UP TO ROOF

TO AVOID CONFLICTIONS

DOUBLE ROOF JOISTS

AT SKYLIGHT

DOUBLE ROOF JOISTS

AT SKYLIGHT

DOUBLE ROOF JOISTS

AT SKYLIGHT

D O

U B

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R

O O

F

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IS

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A

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K Y

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DOUBLE ROOF JOISTS

AT SKYLIGHT

(4 ) 2

X

B

LT

TO

G

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TH

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(B 3)

S200

SIM

S200

SIM

S200

SIM

S200

S200

OH

T.O.BEAM

13'-5 1/4"

T.O.BEAM

13'-5 1/4"

I. GENERAL

1. PRIOR TO CONSTRUCTION, VERIFY STRUCTURAL ELEVATIONS AND DIMENSIONS WITH OTHER PROJECT DRAWINGS AND COORDINATE

LOCATION OF OPENINGS AND SLEEVES THROUGH THE STRUCTURE, SLAB DEPRESSIONS, FLOOR DRAINS, INSERTS, AND OTHER RELATED

ITEMS.

2. FRAME FOR OPENINGS THROUGH FLOORS, ROOFS, AND WALLS AS PER DETAILS. DO NOT INTERRUPT FRAMING MEMBERS FOR OPENINGS

EXCEPT WHERE SO INDICATED ON DRAWINGS.

3. VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING THE WORK.

4. BEFORE BEGINNING CONSTRUCTION, NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS FOUND IN DRAWINGS AND/OR FIELD

DIMENSIONS.

5. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL DIMENSIONS, ELEVATIONS AND TYPE OF

CONSTRUCTION OF THOSE STRUCTURES AND NOTIFY ENGINEER BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES

AND/OR DISCREPANCIES THAT MIGHT EXIST.

6. CONSTRUCT PROJECT TO COMPLY WITH INTERNATIONAL BUILDING CODE CURERENT EDITION.

II. DESIGN CRITERIA FOR PRIMARY STRUCTURAL SYSTEM

1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.

2. DESIGN LOADS:

ROOF ......................................................... 20 PSF

INSULATION .............................................. 4 PSF

TWO LAYERS OF PLYWOOD ................... 4 PSF

ROOFING ................................................... 3 PSF

FUTURE CEILING AND MEP ..................... 7 PSF

III. SCOPE

1. THESE DRAWINGS ARE ISSUED TO INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF THE STRUCTURAL DESIGN CONCEPT

FOR THE TIMBER & STRUCTURAL STEEL PORTIONS OF THE ROOF FRAMING. CURTAIN WALL DESIGN & CONSULTING SCOPE OF DESIGN

SRVICES IS STRICTLY LIMITED TO NEW ROOF CONSTRUCTION FOR GRAVITY LOADS ONLY.

2. CONTRACTS, IF LET ON THE BASIS OF SUCH DOCUMENTS, MUST BE WITH THE UNDERSTANDING THAT THE CONTRACTOR IS TO FURNISH ALL ITEMS REQUIRED FOR PROPER COMPLETION OF THE WORK WITHOUT ADJUSTMENT TO THE CONTRACT PRICE. IT IS INTENDED THAT THE WORK BE OF SOUND AND QUALITY CONSTRUCTION AND THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE INCLUSION OF ADEQUATE AMOUNTS TO COVER INSTALLATION OF ALL ITEMS INDICATED, DESCRIBED OR IMPLIED, TO PERFORM THE INTENDED FUNDS

SPECIFIED ON THE ARCHITECTURAL DRAWINGS.

IV. SUBMITTALS

1. REVIEW OF SUBMITTAL INFORMATION SHALL BE FOR GENERAL REQUIREMENTS OF PROJECT AND SHALL NOT INCLUDE CHECKING OF

DETAILED DIMENSIONS OR DETAILED QUANTITIES NOR REVIEW OF THE CONTRACTOR’S SAFETY MEASURES IN, ON, OR NEAR THE WORK

SITE OR MEANS AND METHODS OF DOING WORK.

2. CONTRACTOR SHALL SUBMIT THE FOLLOWING:

• CONFIRMATION FOUNDATION UNDER BERAING WALL WHERE W12X14 INTERSECTS CLAY TILE WALL.

• SUBMIT A WALL BRACING PLAN, SEALED BY A PROFESSIONAL ENGINEER FOR PERIOD BETWEEN EXISTING ROOF REMOVAL AND

NEW ROOF.

• TIMBER SPECIFICATIONS AND DESIGN STRENGTH

• SIMPSON METAL CONNECTORS

3. CONTRACTOR SHALL CHECK ALL SHOP DRAWING SUBMITTALS FOR COMPLIANCE WITH CONTRACT DOCUMENTS.

4. CONTRACTOR SHALL INDICATE CHECKING AND APPROVAL OF SHOP DRAWINGS BY AFFIXING HIS SHOP DRAWING STAMP WITH THE DATE

OF APPROVAL AND NAME OF PERSON APPROVING SHOP DRAWINGS.

5. CONSTRUCTION SCHEDULE SHALL ALLOW 2 WEEKS FOR SHOP DRAWING REVIEW AND RETURN BY THE STRUCTURAL ENGINEER. REVIEW

BY THE DESIGN TEAM SHALL BE FOR GENERAL COMPLIANCE WITH THE COMPLIANCE WITH THE CONTRACT DOCUMENTS.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES, DIMENSIONS, CONSTRUCTION MEANS, METHODS, AND JOB SITE SAFETY.

7. ACTIONS TAKEN ON THE SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY OF COMPLIANCE WITH

CONTRACT DOCUMENTS.

V. REINFORCED CONCRETE SUPPORTING ROOF STRUCTURE

1. CONSTRUCT ALL REINFORCED CONCRETE TO COMPLY WITH RECOMMENDATIONS OF ACI 318 AND ACI 301 UNLESS OTHERWISE NOTED OR

SPECIFIED.

2. DETAIL, FABRICATE AND PLACE ALL REINFORCING STEEL TO COMPLY WITH RECOMMENDATIONS OF ACI “MANUAL OF STANDARD PRACTICE

FOR DETAILING REINFORCED CONCRETE STRUCTURES” (ACI 315).

3. SHOW LOCATION OF ALL REQUIRED AND ADDITIONAL PROPOSED CONSTRUCTION JOINTS AND ADDITIONAL REINFORCING STEEL

REQUIRED THEREIN ON REINFORCING STEEL SHOP DRAWINGS.

4. CONCRETE SHALL CONFIRM TO THE FOLLOWING REQUIREMENTS:

LOCATION SLUMP TYPE MIN. 28-DAY COMPRESSIVE STRENGTH (PSI) MIN. CEMENT CONTENT

FOOTINGS 5" - 7" NW 3000 5 SACKS

5. INCLUDE AIR ENTRAINING ADMIXTURE AND WATER REDUCING ADMIXTURE IN ALL CONCRETE MIXES EXCEPT IN FOOTINGS AND

FOUNDATION PIERS.

6. CONCRETE THAT WILL BE EXPOSED TO WEATHER SHALL HAVE WATER CONTENT LIMITED TO A MAXIMUM OF SIX (6) GALLONS PER SACK OF

CEMENT.

7. REINFORCING BARS SHALL HAVE MINIMUM YIELD STRENGTH INDICATED BELOW AND SHALL COMPLY WITH ASTM A615 STANDARD AND

SHALL BE GRADE INDICATED BELOW:

ITEM GRADE YIELD STRENGTH

ALL REINFORCING U.O.N. ASTM-A615 GRADE 60 60000

8. USE WELDABLE ASTM A706 - GRADE 60 FOR ALL BARS THAT WILL BE WELDED (AWS D1.4).

9. BARS, OTHER THAN GRADE 40, SHALL BE MILL MARKED SO THAT TYPE, GRADE AND YIELD STRENGTH ARE VISIBLY IDENTIFIABLE.

10. UNLESS OTHERWISE NOTED, ALL INTERIOR SLABS SHALL BE 5” THICK REINFORCED WITH #3 @ 12” CONTINUOUS BOTH WAYS. SUPPORT

BARS TO A POSITION 2” CLEAR BELOW TOP OF SLAB.

11. REINFORCING BARS NOTED “CONT.” SHALL LAP 50 BAR DIAMETERS AT SPLICES AND SHALL HAVE MATCHING CORNER BARS. TOP BARS

NOTED “CONT.” IN BEAMS MAY BE SPLICED AT MID-SPAN ONLY. BOT BARS NOTED “CONT.” IN BEAMS MAY BE SPLICED AT SUPPORTS ONLY.

12. PROVIDE CORNER BARS AS PER TYPICAL DETAIL AT CORNERS AND INTERSECTIONS OF ALL GRADE BEAMS AND WALLS.

13. PROVIDE CONCRETE COVERAGE FOR REINFORCING STEEL AS FOLLOWS UNLESS OTHERWISE SHOWN:

FOOTINGS ......................................................... 3" CLEAR

SLABS-ON-GRADE AT TOP SURFACE ........... 2" CLEAR

14. SET ANCHOR BOLTS TO HAVE AT LEAST 3” CONCRETE COVER AND TO ALLOW REINFORCEMENT TO PASS OUTSIDE OF BOLTS.

15. DETAILING AND INSTALLATION OF REINFORCING BARS AND ACCESSORIES SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF ACI

315.

16. WHEN CONCRETE WALLS SPAN VERTICALLY TO RETAIN EARTH BELOW GRADE, CONSTRUCT FLOORS AT TOP AND BOTTOM OF SUCH

WALLS BEFORE BACKFILL IS PLACED.

17. PROVIDE AND INSTALL REINFORCING BAR ACCESSORIES IN ACCORDANCE WITH ACI SP66 RECOMMENDATIONS.

18. SECURE APPROVAL OF ENGINEER FOR LOCATION OF ALL CONSTRUCTION JOINTS NOT SHOWN ON DRAWINGS FOR SPACING, ACCESSIBILITY, AND SHOULD ANY CONFLICTS OCCUR, NOTIFY ENGINEER PRIOR TO FABRICATION AND/OR CONSTRUCTION.

VI. STRUCTURAL STEEL

1. DETAIL, FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH LATEST AISC "SPECIFICATION FOR DESIGN, FABRICATION

AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".

2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING:

a. EXCEPT WHERE OTHERWISE NOTED, ALL CHANNELS, ANGLES, M & S SHAPES SHALL HAVE A MINIMUM YIELD STRENGTH OF 36 KSI

AND SHALL CONFORM TO ASTM A36.

b. STRUCTURAL STEEL FOR W & WT SHAPES SHALL BE GRADE 50 STEEL WITH A MINIMUM YIELD STRENGTH OF 50 KSI AND

CONFORMS TO ASTM A572 OR ASTM A588.

c. PLATES SHALL BE ASTM A36 EXCEPT PLATES USED IN MOMENT CONNECTIONS AND AS STIFFENERS SHALL BE THE SAME MATERIAL

AND GRADE AS THE MEMBERS CONNECTED TO THE PLATES.

d. ALL STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A-501 OR A-53.

e. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A-500, GRADE B.

f. ANCHOR RODS (ANCHOR BOLTS) SHALL BE GRADE 36, ASTM A-307, UNLESS INDICATED OTHERWISE.

g. ALL FIELD-BOLTED CONNECTIONS SHALL BE MADE WITH H. T. BOLTS. H. T. BOLTS SHALL CONFORM TO ASTM A315 OR ASTM A490

AND SHALL BE DESIGNED TO INDICATE WHEN THEY HAVE BEEN TIGHTENED TO THE REQUIRED BOLT TENSION. (BOLTS SHALL BE

LOAD INDICATOR BOLT [LIB]). ONLY ONE TYPE PERMITTED IN A CONNECTION.

h. TEMPORARY ERECTION BOLTS SHALL CONFORM TO ASTM A307.

3. PERFORM WELDING WITH E70 XX ELECTRODE.

4. MAINTAIN STRUCTURAL STABILITY DURING ERECTION BY INSTALLATION OF TEMPORARY VERTICAL AND HORIZONTAL BRACING IN ALL

STORIES ABOVE COMPLETED FLOOR SLABS AND PERMANENT VERTICAL BRACING. LIMIT TEMPORARY BRACING TO TWO STORIES UNLESS

OTHERWISE APPROVED BY THE ENGINEER.

ROOF FRAMING GENERAL NOTES:

ROOF FRAMING PLAN LEGEND

2 X 12 ROOF JOIST (J1) W12 X 14 STEEL BEAM (B1 & B2)

2 X WOOD BLOCKING

VII. MASONRY

1. WORK THIS SECTION IN CONJUNCTION WITH THE MASONRY SECTION OF THE SPECIFICATIONS.

2. CONCRETE MASONRY UNITS:

a. HOLLOW LOAD BEARING CONCRETE MASONRY UNITS SHALL BE GRADE N-1 LIGHT-WEIGHT CONCRETE BLOCK CONFORMING TO

ASTM C-90.

b. MASONRY UNITS SHALL HAVE CURED FOR NOT LESS THAN 28 DAYS WHEN PLACED IN THE STRUCTURE.

c. F1M – 1350 PSI.

3. CEMENT FOR MORTAR AND GROUT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150.

4. MORTAR, TYPE “S”, FOR REINFORCED MASONRY SHALL CONFORM TO ASTM C-270-86B.

5. QUICK LIME SHALL CONFORM TO ASTM C-5; HYDRATED LIME SHALL CONFORM TO ASTM C-207.

6. SUBMIT ALL MIX DESIGNS FOR MORTAR AND GROUT TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. ALSO SEE NOTE NO.

15.

7. ALL WALLS SHALL BE LAID UP IN STRAIGHT UNIFORM COURSES WITH REGULAR RUNNING BOND.

8. ADMIXTURES:

a. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED IN MORTAR OR GROUT UNLESS APPROVED BY THE ENGINEER.

b. ANTI-FREEZE COMPOUNDS SHALL NOT BE USED IN MORTAR OR GROUT.

9. CELLS CONTAINING REINFORCEMENT SHALL BE SOLIDLY FILLED WITH GROUT AND POURS SHALL BE STOPPED 1 ½” FROM THE TOP OF A

COURSE TO FORM A KEY AT POUR JOINTS.

10. ALL BOLTS, ANCHORS, ETC. IN THE WALL SHALL BE ACCURATELY SET AND SOLID GROUTED WITH GROUT OR MORTAR.

11. THE STARTING JOINT OF MASONRY WALLS SHALL BE LAID WITH FULL MORTAR COVERAGE ON THE JOINT.

12. ALL MASONRY DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, 2021 EDITION.

13. AT LEAST 16 HOURS SHOULD ELAPSE AFTER COMPLETING CONSTRUCTION OF MASONRY WALLS BEFORE THE APPLICATION OF

UNIFORMLY DISTRIBUTED LOADS.

14. NO GROUT LIFT IS TO EXCEED FOUR (4) FEET WITHOUT CLEAN-OUT HOLES, MAXIMUM HEIGHT OF GROUT LIFT IS TO BE EIGHT (8) FEET.

15. GROUT MIX HALL BE ONE PART CEMENT, THREE PARTS SAND, TWO PARTS PEA GRAVEL AND ON-TENTH PART LIME. ADD SUFFICIENT

WATER TO PROVIDE CONSISTENCY WITHOUT CAUSING SEGREGATION. MINIMUM COMPRESSIVE STRENGTH OF GROUT SHALL BE 3,000 PSI.

16. MORTAR SHALL CONSIST OF ONE PART CEMENT TO THREE PARTS SAND AND ON-HALF PART HYDRATED LIME OR LIME PUTTY. MINIMUM

COMPRESSIVE STRENGTH OF MORTAR SHALL BE 2,500 PSI.

17. REINFORCING STEEL (MATERIAL):

a. ENFORCING BARS SHALL BE IN ACCORDANCE WITH ASTM A-615, GRADE 60.

b. REINFORCING STEEL SHALL BE SPLICED AS SHOWN ON THE DRAWINGS.

c. PRE-FABRICATED JOINT REINFORCEMENT SHALL CONFORM TO ASTM REQUIREMENTS.

18. MASONRY UNITS:

a. MASONRY UNITS SHALL BE SOUND, DRY, CLEAN, AND FREE FROM CRACKS WHEN PLACED IN THE STRUCTURE.

b. ALL MASONRY UNITS SHOULD BE STORED ON THE JOB SO THAT THEY ARE KEPT OFF THE GROUND AND PROTECTED FROM RAIN.

c. MASONRY UNITS SHOULD NOT BE WETTED BEFORE LAYING IN THE WALLS. FURTHERMORE, THE WALL SHOULD NOT BE

SATURATED WITH WATER FOR CURING OR ANY OTHER PURPOSE.

19. MORTAR AND GROUT:

a. MORTAR OR GROUT WHICH IS UNUSED AFTER ONE (1) HOUR AFTER THE INITIAL MIXING SHOULD BE DISCARDED.

b. ALL INGREDIENTS ARE TO BE MIXED IN A BATCH MIXER FOR NOT LESS THAN THREE (3) MINUTES.

c. THE CONSISTENCY OF MORTAR SHOULD BE ADJUSTED TO MAINTAIN HIGH PLASTICITY. IF THE MORTAR BEGINS TO STIFFEN, IT

SHOULD BE RESTORED TO WORKABLE CONSISTENCY BY ADDING WATER AND THOROUGHLY REMIXING.

d. ALL MORTAR “FINS”, “DROPPINGS” AND FOREIGN MATTER SHOULD BE REMOVED BEFORE PLACING GROUT.

e. ALL MASONRY UNITS SHOULD BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICAL CONTINUITY OF THE CORES TO BE FILLED.

f. WHERE POUR HEIGHTS ARE IN EXCESS OF 4’, GROUT SHOULD BE POURED IN LIFTS OF 4’ MAXIMUM FOR THE COMPLETE LENGTH

OF THE CONTINUOUS WALL. ALLOW THIRTY (30) MINUTES FOR SETTLEMENT OF GROUT BEFORE POURING THE NEXT LIFT.

g. REINFORCING STEEL SHALL BE TIED IN PLACE AND INSPECTED BEFORE GROUTING STARTS.

h. GROUT SHALL BE RODDED OR PUDDLE DURING PLACEMENT TO ENSURE COMPLETE FILLING OF THE CORE.

i. GROUTING OF BEAMS OVER OPENING SHALL BE DONE IN ONE CONTINUOUS POUR.

j. THE TOPS AND / OR BOTTOMS OF UNFILLED CELLS SHALL BE COVERED WITH METAL LATH TO CONFINE GROUT FILL TO THE BOND

BEAM.

k. SPACES AROUND METAL DOOR FRAMES AND OTHER BUILT-IN ITEMS SHALL BE FILLED SOLIDLY WITH GROUT OR MORTAR.

20. REINFORCING STEEL (PLACING):

a. ALL REINFORCING STEEL SHALL BE WIRED TOGETHER AND LAPPED FIFTY (50) BAR DIAMETERS, UNLESS OTHERWISE NOTED ON

THE DRAWINGS.

b. VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING ONE HUNDRED NINETY-

TWO (192) DIAMETERS OF THE REINFORCEMENT.

c. HORIZONTAL REINFORCING BARS SHALL BE LAID ON THE WEBS OF THE UNITS IN CONTINUOUS MASONRY COURSES CONSISTING O

BOND BEAM AND SHALL BE SOLIDLY GROUTED IN PLACE.

d. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ¼” FROM THE MASONRY AND NOT LESS THAN ONE (1) BAR

DIAMETER BETWEEN BARS.

e. DOWELS SHALL NOT BE SLOPED MORE THAN ONE (1) HORIZONTAL IN SIX (6) VERTICAL.

21. JOINTS:

a. BED JOINT: THE STARTING JOINT SHALL BE LAID WITH FULL MORTAR COVERAGE ON THE BED JOINT, EXCEPT THAT MORTAR

“DROPPINGS” SHALL NOT PROTRUDE MORE THAN 3/8” INTO THE GROUT SPACE.

b. HEAD JOINT: ALL HEAD JOINTS SHALL BE FILLED SOLIDLY WITH MORTAR FOR A DISTANCE IN FROM THE FACE OF THE WALL OF NOT

LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS.

c. INTERIOR CROSS JOINTS SURROUNDING CELLS WHICH ARE TO BE FILLED WITH GROUT SHOULD BE SOLIDLY FILLED WITH MORTAR.

d. JOINTS SHOULD BE TOOLED WITH A JOINTER COMPACTING THE MORTAR INTO THE JOINT AND AGAINST THE MASONRY UNIT WITH

FIRM PRESSURE.

22. CONSTRUCTION:

a. ALL MASONRY SHALL BE LAID TRUE, LEVEL AND PLUMB.

b. NO CONSTRUCTION SUPPORT SHALL BE ATTACHED TO THE WALLS, EXCEPT WHERE SPECIFICALLY PERMITTED BY THE ENGINEER.

c. BEFORE PLACING MASONRY, ALL FORMS AND EQUIPMENT SHALL BE CLEANED; ALL DEBRIS AND ICE SHALL BE REMOVED FROM

THE SPACES TO BE OCCUPIED BY THE MASONRY. ALL REINFORCING SHALL BE THOROUGHLY CLEANED OF ANY COATINGS.

23. FOR BONDING MASONRY TO CONCRETE BASE, THE TOP SURFACE OF THE CONCRETE SHALL BE CLEAN WITH LAITANCE REMOVED AND

AGGREGATE EXPOSED BEFORE STARTING MASONRY CONSTRUCTION.

24. NO PIPES OR CONDUIT SHALL BE EMBEDDED IN MASONRY WALLS, UNLESS AUTHORIZED BY THE ENGINEER.

VIII. WOOD FRAMING NOTES

1. EXCEPT AS NOTED DIMENSION LUMBER USED FOR STRUCTURAL FRAMING SHALL BE KILN DRIED, NO. 1 GRADE SOUTHERN PINE OR

DOUGLAS FIR WITH AN ALLOWABLE BENDING STRESS OF 1,800 PSI, MINIMUM; 90 PSI IN HORIZONTAL SHEAR; AND SHALL HAVE A MODULUS OF ELASTICITY OF 1,700,000 PSI AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. THE 2X10 SPANNING 20 FEET SHALL BE KILN DRIED, STRUCTURAL SELECT NO. 1 GRADE SOUTHERN PINE OR DOUGLAS FIR WITH AN ALLOWABLE BENDING STRESS OF 2,200 PSI, MINIMUM; 90 PSI IN HORIZONTAL SHEAR; AND SHALL HAVE A MODULUS OF ELASTICITY OF 1,700,000 PSI AS DETERMINED BY AN APPROVED

LUMBER GRADING AGENCY.

POSTS AND/OR COLUMNS SHALL HAVE AN ALLOWABLE COMPRESSIVE STRESS PARALLEL TO GRAIN OF 1,650 PSI MINIMUM.

2. NON-STRUCTURAL DIMENSION LUMBER SHALL BE KILN DRIED, NO. 2 GRADE HEM-FIR OR BETTER WITH AN ALLOWABLE STRESS OF 1,000 PSI, MINIMUM; 75 PSI IN HORIZONTAL SHEAR; AND SHALL HAVE A MODULUS OF ELASTICITY OF 1,600,000 PSI AS DETERMINED BY AN

APPROVED LUMBER GRADING AGENCY.

3. NAILING OF FRAMING MEMBERS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, U.N.O.

4. CONNECTORS FOR WOOD CONSTRUCTION SHALL BE “SIMPSON STRONG-TIE CONNECTORS” OR EQUAL. TYPE OF CONNECTORS AND

INSTALLATION SHALL BE AS RECOMMENDED BY THE MANUFACTURER, U.N.O.

5. MULTIPLE MEMBER WOOD BEAMS SHALL BE BOLTED TOGETHER WITH ONE ¾” DIAMETER BOLT TOP AND BOTTOM OVER ALL SUPPORTS

AND / OR AT ENDS OF BEAM IN ADDITION, PROVIDE ½” DIAMETER BOLTS AT 2’ – 0” ON CENTER STAGGERED (TOP AND BOTTOM) FULL

LENGTH OF BEAM.

6. MULTIPLE MEMBER WOOD COLUMNS SHALL BE BOLTED TOGETHER WITH TWO ¾” DIAMETER BOLTS TOP AND BOTTOM AND TWO ½”

DIAMETER BOLTS AT THIRD HEIGHT OF THE COLUMN, U.N.O.

7. PLYWOOD ROOF SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE 1, 23/32” THICK, SPAN RATING 40/20. NAIL WITH 8d NAILS AT 4” O.

C. AT ALL EDGE SUPPORTS AND AT 12” O. C. AT ALL INTERMEDIATE SUPPORTS.