Attachment 3 504-23-106 Contract Drawings.pdf

AREA OF WORK

LOCATION FOR TEMPORARY STORAGE

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

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IS

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H E

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A ut od es k D oc s:

//2 3.

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GI001

COVER RENOVATE FOR SWING SPACE

6010 W AMARILLO BLVD, AMARILLO, TX 79106

504-23-106

12 & 44

GDD AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.05

THOMAS E CREEK VAMC

6010 W AMARILLO BLVD, AMARILLO, TX 79106

VAMC PROJECT #: 504-23-106

RENOVATE FOR SWING SPACE

SHEET NUMBER SHEET NAME

GENERAL

GI001 COVER

GI002 GENERAL ABBREVIATIONS, NOTES, & SYMBOLS

GI003 ACCESSIBILITY STANDARDS

GI111 LIFE SAFETY PLAN - BUILDING 12 - LEVEL 1

GI112 LIFE SAFETY PLAN - BUILDING 44 - LEVEL 1

GI113 LIFE SAFETY PLAN - BUILDING 44 - LEVEL 2

GI121 DEPARTMENTAL PLANS

GI911 POST BLDG 4 CONSTRUCTION PLAN - BUILDING 12 -

LEVEL 1

GI913 POST BLDG 4 CONSTRUCTION PLAN - BUILDING 44 -

LEVEL 2

HAZARDOUS MATERIALS

HA111 ASBESTOS ABATEMENT PLAN - BUILDING 12 - LEVEL 1

STRUCTURAL

S-001 STRUCTURAL NOTES

S-601 INSPECTION SCHEDULES 2021 IBC

SF132 ROOF PLAN - BUILDING 44

ARCHITECTURAL

A-001 ARCHITECTURAL ABBREVIATIONS, NOTES, & SYMBOLS

AD111 DEMOLITION PLAN - BUILDING 12 - LEVEL 1

AD112 DEMOLTION PLAN - BUILDING 44 - LEVEL 1

AD113 DEMOLTION PLAN - BUILDING 44 - LEVEL 2

AD132 DEMOLITION PLAN - ROOF - BUILDING 44

AS101 SITE PLAN

AS111 SITE PLAN - BUILDING 12

AE111 FLOOR PLAN - BUILDING 12 - LEVEL 1

AE112 FLOOR PLAN - BUILDING 44 - LEVEL 1

AE113 FLOOR PLAN - BUILDING 44 - LEVEL 2

AE121 REFLECTED CEILING PLAN - BUILDING 12 - LEVEL 1

AE122 REFLECTED CEILING PLAN - BUILDING 44 - LEVEL 1

AE131 ROOF PLAN - BUILDING 12

AE132 ROOF PLAN - BUILDING 44

AE141 FINISH PLAN - BUILDING 12 - LEVEL 1

AE151 FURNITURE PLAN - BUILDING 12 - LEVEL 1

AE152 FURNITURE PLAN - BUILDING 44 - LEVEL 1

AE201 EXTERIOR ELEVATIONS

AE411 ENLARGED PLANS

AE601 PARTITION TYPE SCHEDULES

AE611 DOOR & WINDOW SCHEDULES AND DETAILS

AE641 ROOM FINISH SCHEDULE

FIRE PROTECTION

F-001 FIRE ALARM LEGENDS, NOTES, AND SYMBOLS

F-002 FIRE SUPPRESSION LEGENDS, NOTES, AND SYMBOLS

FA111 FIRE ALARM PLAN - BUILDING 12 - LEVEL 1

FA112 FIRE ALARM PLAN - BUILDING 44 - LEVEL 1

FA113 FIRE ALARM PLAN - BUILDING 44 - LEVEL 2

FX121 FIRE SUPPRESSION RCP - BUILDING 12 - LEVEL 1

FX122 FIRE SUPPRESSION RCP - BUILDING 44 - LEVEL 1

FX123 FIRE SUPPRESSION RCP - BUILDING 44 - LEVEL 2

PLUMBING

P-001 PLUMBING ABBREVIATIONS, SYMBOLS, & LEGENDS

PQ601 EQUIPMENT & FIXTURE SCHEDULES

PD111 PLUMBING DEMOLITION PLAN - BUILDING 12 - LEVEL 1

PD112 PLUMBING DEMOLITION PLAN - BUILDING 44 - LEVEL 2

PP111 DOMESTIC WATER PLAN - BUILDING 12 - LEVEL 1

PP112 DOMESTIC WATER PLAN - BUILDING 44 - LEVEL 2

PW111 DRAIN-WASTE-VENT PLAN - BUILDING 12 - LEVEL 1

PW112 DRAIN-WASTE-VENT PLAN - BUILDING 44 - LEVEL 2

PK501 TYPICAL DETAILS

PK901 DOMESTIC WATER & DWV RISER DIAGRAM - BUILDING

12 - LEVEL 1

SHEET INDEXRENDERED IMAGEAREA OF WORK

SHEET NUMBER SHEET NAME

MECHANICAL

M-001 MECHANICAL ABBREVIATIONS & NOTES

M-002 MECHANICAL SYMBOLS

MQ601 EQUIPMENT SCHEDULES

MD111 MECHANICAL DEMOLITION PLAN - BUILDING 12 - LEVEL

MH111 HVAC PLAN - BUILDING 12 - LEVEL 1

MH112 HVAC PLAN - BUILDING 44 - LEVEL 1

MH113 HVAC PLAN - BUILDING 44 - LEVEL 2

MH114 HVAC PLAN - BUILDING 44 - ROOF

MP111 PIPING PLAN - BUILDING 12 - LEVEL 1

MP112 PIPING PLAN - BUILDING 44 - LEVEL 2

MP113 PIPING PLAN - BUILDING 44 - ROOF

MI111 CONTROLS & INSTRUMENTATION PLAN - BLDG 12 -

LEVEL 1

MI112 CONTROLS & INSTRUMENTATION PLAN - BLDG 44 -

LEVEL 1

MI113 CONTROLS & INSTRUMENTATION PLAN - BLDG 44 -

LEVEL 2

MI114 CONTROLS & INSTRUMENTATION PLAN - BLDG 44 -

ROOF

MI600 CONTROLS & INSTRUMENTATION DETAILS

MK301 MECHANICAL SECTIONS - BLDG 12

MK302 MECHANICAL SECTIONS - BLDG 44

MK501 TYPICAL DETAILS

MK502 TYPICAL DETAILS

MK503 TYPICAL DETAILS

MK504 TYPICAL DETAILS

MK901 MECHANICAL RISER DIAGRAM - BUILDING 12

MK902 MECHANICAL RISER DIAGRAM - BUILDING 44

ELECTRICAL

E-001 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES

E-002 ELECTRICAL SYMBOLS

ED111 DEMOLITION PLAN - BUILDING 12 - LEVEL 1

ED113 DEMOLITION PLAN - BUILDING 44 - LEVEL 2

ED121 DEMOLITION RCP - BUILDING 12 - LEVEL 1

ED122 DEMOLITION RCP - BUILDING 44 - LEVEL 1

EL121 LIGHTING RCP - BUILDING 12 - LEVEL 1

EL122 LIGHTING RCP - BUILDING 44 - LEVEL 1

EL131 LIGHTING CONTROLS RCP - BUILDING 12 - LEVEL 1

EL132 LIGHTING CONTROLS RCP - BUILDING 44 - LEVEL 1

EL601 LIGHTING SCHEDULES

EP111 POWER PLAN - BUILDING 12 - LEVEL 1

EP112 POWER PLAN - BUILDING 44 - LEVEL 1

EP113 POWER PLAN - BUILDING 44 - LEVEL 2

EP114 POWER PLAN - BUILDING 44 - ROOF

EP601 ELECTRICAL SCHEDULES

EP602 ELECTRICAL SCHEDULES

EP603 POWER ONE-LINE DIAGRAM

ET111 TELECOM PLAN - BUILDING 12 - LEVEL 1

ET112 TELECOM PLAN - BUILDING 44 - LEVEL 1

ET113 TELECOM PLAN - BUILDING 44 - LEVEL 2

EK501 TYPICAL DETAILS

EK502 TYPICAL DETAILS

N or th

BUILDING 12

BUILDING 44

Number: Revision: Date:

0 100% CONSTRUCTION DOCUMENTS 10/11/2023

ROOM NAME

VIEW TITLE EXAMPLE

ELEVATION CALLOUT EXAMPLE

ENLARGED CALLOUT EXAMPLE

SECTION CALLOUT EXAMPLE

SECTION OR DETAIL SYMBOL IDENTIFIERS

DETAIL NAME

DRAWING NUMBER

DESIGNATOR ON SHEET

DRAWING SEQUENCE

NUMBER INDICATES

WHERE DRAWING IS

LOCATED

TWO CHARACTER

DISCIPLINE DESIGNATOR

AE101

TO OBJECT

CENTER

COLUMN

BUBBLE

ROOM TAG

MATCH LINE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

DETAIL NUMBER

ON SHEET

SHEET NUMBER

NEW LINE TYPE

EXISTING LINE TYPE

DEMOLITION LINE TYPE

AREA OF DEMOLITION

VIEW NAME

1/8" = 1'-0"

AE101

AE101

AS101

SYMBOLS LEGEND

AE101

EXTERIOR

INTERIOR

## SHEET KEYNOTE

REVISION TAG

DRAWING SCALE

REFERENCE

KEYNOTE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

######-A######-A

TO OBJECT

FACE OR OTHER

GEOMETRY

EXTENT OF FUTURE ROOM

1-HR FIRE

2-HR FIRE

3-HR FIRE

4-HR FIRE

1-HR FIRE/SMOKE

2-HR FIRE/SMOKE

3-HR FIRE/SMOKE

4-HR FIRE/SMOKE

0-HR SMOKE 0.5-HR SMOKE

GENERAL ABBREVIATIONS

ABBREVIATIONS LISTED BELOW ARE GENERAL ABBREVIATIONS ACROSS ALL DISCIPLINES. DISCIPLINE SPECIFIC ABBREVIATIONS MAY SUPERSEDE GENERAL ABBREVIATIONS. REFER TO DISCIPLINE SPECIFIC ABBREVIATIONS SHEETS. A. WORK SHALL CONFORM WITH PROJECT SPECIFICATIONS.

B. CONTRACTOR SHALL BECOME FULLY ACQUAINTED WITH CONDITIONS

RELATED TO THE WORK. QUESTIONS WILL BE DIRECTED TO VHA COR.

C. CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS

AND SEQUENCES OF CONSTRUCTION AND THE SAFETY OF CONSTRUCTION

PERSONNEL AND VISITORS.

D. DRAWINGS CONTAINED IN THIS SET SHALL NOT BE REPRODUCED FOR SHOP

DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP DRAWINGS

WILL BE REJECTED AND RETURNED TO THE CONTRACTOR. REFER TO

SPECIFICATION SECTION 01 33 23.

E. EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER WHICH THE WORK WILL

BE INSTALLED AND REPORT TO THE VHA COR, IN WRITING, CONDITIONS

DETRIMENTAL TO THE PROPER AND TIMELY EXECUTION OF THEIR WORK. DO

NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.

COMMENCING WITH INSTALLATION WILL CONSTITUTE ACCEPTANCE OF THE

SUBSTRATE AND/OR CONDITIONS.

F. DO NOT SCALE DRAWINGS: FOLLOW WRITTEN DIMENSIONS AND NOTES.

CONTACT VHA COR FOR CLARIFICATIONS, IF REQUIRED.

G. "TYPICAL", AS USED IN THESE DOCUMENTS, MEANS THAT THE CONDITION OR

DIMENSION IS REPRESENTATIVE OF, OR THE SAME, FOR SIMILAR

CONDITIONS THROUGHOUT.

H. IF THERE IS A DISCREPANCY BETWEEN SMALL SCALE AND LARGE SCALE

DRAWINGS, (PLAN, SECTION, & DETAIL DRAWINGS, ETC), CONTACT VHA CO

FOR CLARIFICATION.

I. IF THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND THE

SPECIFICATIONS, SPECIFICATIONS GOVERN. CONTACT VHA CO FOR

CLARIFICATION.

J. DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS SHALL

BE REPORTED TO THE VHA CO, IN WRITING, FOR RESOLUTION PRIOR TO

PROCEEDING WITH THE WORK.

K. DISCREPANCIES SHALL BE REPORTED TO THE VHA CO IN WRITING FOR

RESOLUTION, PRIOR TO PROCEEDING WITH THE WORK. NO CHANGE

ORDERS OR EXTENSIONS OF TIME WILL BE ALLOWED OR ACCEPTED FOR

PROCEEDING WITH THE WORK WITHOUT THE CONTRACTING OFFICER'S

WRITTEN DIRECTION AND APPROVAL. ALSO, CONTRACTOR SHALL REPAIR

AND/OR REPLACE UNAUTHORIZED WORK, AS INDICATED BY THE VHA COR,

AT NO ADDITIONAL COST TO THE VHA.

L. DISSIMILAR METAL MATERIALS SHALL BE ISOLATED WITH AN APPROVED

NONMETAL ISOLATION MATERIAL IN ACCORDANCE WITH SPECIFICATIONS.

M. EXTERIOR EXPOSED STEEL SHALL BE PAINTED PER SPECIFICATION SECTION

09 91 00.

N. CONTRACTOR SHALL VERIFY THE LOCATIONS OF EXISTING UNDERGROUND

UTILITIES AND THEIR SERVICE CONNECTIONS WITH THE PROPER UTILITY

COMP, COORDINATE ISSUES WITH VHA COR.

O. CONTRACTOR SHALL COORDINATE SIZE, LOCATIONS AND NUMBER OF ROOF

OPENINGS AND ROOF ACCESSORIES WITH OTHER TRADES. REFER TO THE

ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL

DRAWINGS FOR REFERENCE AND SPECIFICATIONS FOR REQUIREMENTS.

P. LOCATIONS AND SIZES OF CONCRETE MECHANICAL AND ELECTRICAL

EQUIPMENT PADS SHALL BE COORDINATED WITH THE SELECTED

EQUIPMENT MANUFACTURER AND/OR SUPPLIER. LOCATIONS ARE TO BE

APPROVED BY THE VHA COR PRIOR TO PROCEEDING WITH THE WORK.

Q. AT TELECOMMUNICATION ROOMS: PROVIDE 3/4" X 8'-0" HIGH FIRE-

RETARDANT-TREATED PLYWOOD SHEATHING OVER TYPE X GYPSUM BOARD.

BOTTOM TO BE LOCATED AT 4" AFF VERIFY LENGTHS AND LOCATIONS WITH

ELECTRICAL DRAWINGS. REFER TO SPECIFICATION SECTION 06 10 00.

R. PROVIDE INDEPENDENT FRAMING AND ATTACHMENTS TO THE STRUCTURE,

ADEQUATE TO SUPPORT THE CEILING SYSTEM, LIGHT FIXTURES, DUCTS,

DIFFUSERS, SPRINKLER PIPING AND BUS DUCTS.

S. CONTRACTOR TO INSTALL WOOD BLOCKING AND PLYWOOD AS REQUIRED

FOR THE MOUNTING OF TOILET ACCESSORIES, MILLWORK, CASEWORK, AV

EQUIPMENT, MEP ITEMS AND RADIOLOGY EQUIPMENT, ETC. REFER TO

SPECIFICATIONS.

T. PROPRIETARY PRODUCTS SHOWN ON THE DRAWINGS SHALL MEET

SPECIFICATION REQUIREMENTS.

U. REFER TO SPECIFICATION SECTION 01 45 29 FOR REQUIRED TESTING AND

INSPECTIONS.

THIS PROJECT IS TO BE DONE IN CONJUNCTION WITH PROJECT #504-10-709 -

"RENOVATE BUILDING 4 - 1ST FLOOR" AS COORDINATED BY THE COR. THE

RENOVATION OF SPACES IN BUILDING 12 AND BUILDING 44 OUTLINED WITHIN

THIS PROJECT SHALL OCCUR PRIOR TO 504-10-709 - "RENOVATE BUILDING 4 -

1ST FLOOR" WITH THE EXCEPTION OF THE GI900 SHEETS. REFER TO THE GI900

SHEETS FOR WORK TO BE DONE AFTER THE COMPLETION OF 504-10-709 -

"RENOVATE BUILDING 4 - 1ST FLOOR".

PHASING

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 3.

_S w in g- S pa ce

/2 3.

_A

R C

H _R

.r vt

/1 0/

:3

8:

P M

GI002

GENERAL ABBREVIATIONS, NOTES,

& SYMBOLS

RENOVATE FOR SWING SPACE

6010 W AMARILLO BLVD, AMARILLO, TX 79106

504-23-106

12 & 44

GDD AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.05

A

ABA ARCHITECTURAL BARRIERS ACT

AC AIR CONDITIONING

AD AREA DRAIN

ADJ ADJUSTABLE / ADJACENT

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECT / ARCHITECTURAL

ATTEN ATTENUATION

AUTO AUTOMATIC

AV AUDIO / VISUAL

AVG AVERAGE

B

BD BOARD

BLDG BUILDING

BM BENCH MARK / BEAM

BO BOTTOM OF

BOC BACK OF CURB

BOT BOTTOM

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BVL BEVELED

C

CAP CAPACITY

CB CATCH BASIN

CCTV CLOSED CIRCUIT TV

CF CUBIC FEET

CFGS (ACCESSIBLE) CLEAR FLOOR OR

GROUND SPACE

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CIP CAST-IN-PLACE

CL CENTER LINE

CLG CEILING

CLR CLEAR / CLEARANCE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONN CONNECTION / CONNECT

CONST CONSTRUCT / CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR / CORRUGATED

CP CONCRETE PIPE

CS COUNTERSINK

CU CUBIC

CW COLD WATER

D

DBL DOUBLE

DEMO DEMOLISH / DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DR DOOR

DTL DETAIL

DWG DRAWING

E

E EAST

EA EACH

EF EXHAUST FAN

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

ETR EXISTING TO REMAIN

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXT EXTERIOR

F

FA FIRE ALARM

FB FACE BRICK

FBO FURNISHED BY OWNER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FF FINISH FLOOR

FF&E FIXTURES, FURNITURE & EQUIPMENT

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIXT FIXTURE

FLR FLOOR

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RATED

FRMG FRAMING

FS FLOOR SINK

FT FOOT/ FEET

FTG FOOTING

FUT FUTURE

G

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GOVT GOVERNMENT

GPM GALLON PER MINUTE

H

H HIGH

HB HOSE BIBB

HC HOLLOW CORE

HORIZ HORIZONTAL

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING / VENTILATING / AIR

CONDITIONING

HW HOT WATER

HYD HYDRANT

I

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IN INCH

INCL INCLUDE (D), (ING)

INFO INFORMATION

INST INSTALL / INSTALLATION

INSUL INSULATE / INSULATION

INT INTERIOR

INV INVERT

J

JAN JANITOR

JB JUNCTION BOX

JST JOIST

JT JOINT

K

KIT KITCHEN

KO KNOCKOUT

L

L LONG / LENGTH

LAB LABORATORY

LAV LAVATORY

LBS POUNDS

LF LINEAR FOOT (FEET)

LH LEFT HAND

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LPT LOW POINT

LRG LARGE

LT LIGHT

LTG LIGHTING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

M

MAS MASONRY

MAX MAXIMUM

MBR MEMBER

MECH MECHANICAL

MED MEDIUM

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MOD MODULAR

MTD MOUNTED

MTG MOUNTING

MTL METAL

N

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NSF NET SQUARE FEET

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD / OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

OZ OUNCE

P

PA PUBLIC ADDRESS

PB PUSH BUTTON

PC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATE (D)

PERM PERMANENT

PERP PERPENDICULAR

PL PLATE / PROPERTY LINE

PLUMB PLUMBING

PNL PANEL

PR PAIR

PREFAB PREFABRICATE (D)

PREFIN PREFINISHED

PRELIM PRELIMINARY

PREP PREPARE (D)

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

PVG PAVING

Q

QTY QUANTITY

R

R RISER / RADIUS

RA RETURN AIR

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REFER TO / REFERENCE

REINF REINFORCE (D), (ING)

REQD REQUIRED

REV REVISED/ REVISION

RH RIGHT HAND

RM ROOM

ROW RIGHT OF WAY

RR RESTROOM

RTU ROOF TOP UNIT

S

S SOUTH

SAN SANITARY SEWER

SCH SCHEDULE

SCRN SCREEN

SECT SECTION

SF SQUARE FOOT (SQFT)

SHT SHEET

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION (S)

SPKLR SPRINKLE

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE / STRUCTURAL

SUSP SUSPENDED

SY SQUARE YARD (SQ YD)

SYM SYMMETRICAL / SYMBOL

SYS SYSTEM

T

TCKC (ACCESSIBLE) TOE CLEARANCE AND

KNEE CLEARANCE

TEL TELEPHONE

TEMP TEMPORARY / TEMPERED

THK THICK (NESS)

THRU THROUGH

TO TOP OF

TOC TOP OF CURB / CONCRETE

TOD TOP OF DECK

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOR TOP OF ROOF

TOS TOP OF STEEL

TOW TOP OF WALL

TRANSF TRANSFORMER

TV TELEVISION

TYP TYPICAL

U

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

V

VERT VERTICAL

VEST VESTIBULE

VHA VETERANS HEALTH ADMINISTRATION

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

W

W WEST, WIDTH, WIDE

W/ WITH

W/IN WITHIN

W/O WITHOUT

WC WATER CLOSET

WH WALL HYDRANT / WATER HEATER

WT WEIGHT

X, Y, Z, MISC

& AND

@ AT

YD YARD

A. ALL DIMENSIONS ARE MEASURED FROM THE FINISH FLOOR AND THE FINISH WALL, UNLESS NOTED OTHERWISE. ACCESSIBILITY GUIDELINES ARE BASED ON “PG-18-13 VA BARRIER FREE DESIGN

STANDARD” AND THE “ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS).”

B. ACCESSIBLE UNOBSTRUCTED REACH RANGES:

1. FORWARD REACH = 15" MIN TO 48" MAX

2. SIDE REACH = 15" MIN TO 48" MAX

C. DOOR HARDWARE (TO CENTER OF HARDWARE):

STANDARD MOUNTING HEIGHTS:

1. PUSH PLATES = 42"

2. PULL HANDLES = 42"

3. KNOBS / LEVERS = 40"

4. PANIC DEVICE = 42" CL OF BAR

5. KICKPLATES:

a. WIDTH = DOOR WIDTH MINUS 2"

b. CENTER HEIGHT = 16" FROM BO DOOR

6. THRESHOLDS:

a. STANDARD = 1/2" MAX

b. EXTERIOR SLIDING DOORS = 3/4" MAX

D. DRINKING FOUNTAINS & ELECTRICAL WATER COOLERS (TO SPOUT):

1. STANDARD = 38" MIN TO 43" MAX

2. ACCESSIBLE = 36" MAX (27" MIN CLEAR KNEE SPACE)

E. COUNTERTOPS (TO SINK RIM / COUNTERTOP):

1. ACCESSIBLE = 28" MIN TO 34" MAX

F. WATER CLOSETS (TO TOP OF SEAT):

1. STANDARD = 14" TO 15"

2. ACCESSIBLE (TO TOP OF SEAT) = 17" TO 19"

3. ACCESSIBLE FLUSH CONTROLS = 44" MAX

G. URINALS (TO RIM):

1. STANDARD = 24" MAX

2. ACCESSIBLE = 17" MAX

3. ACCESSIBLE FLUSH CONTROLS = 44" MAX

H. LAVATORIES (TO SINK RIM / COUNTERTOP):

1. STANDARD = 36" MAX

2. ACCESSIBLE = 34" MAX (29" MIN CLEAR KNEE SPACE)

I. MIRRORS:

1. TO B/O REFLECTIVE SURFACE:

a. STANDARD = VARIES

b. ACCESSIBLE = 40" MAX

2. TO T/O REFLECTIVE SURFACE:

a. STANDARD = VARIES

b. ACCESSIBLE = 74" MIN

J. GRAB BARS - ACCESSIBLE (TO TOP OF BAR):

1. WATER CLOSETS = 33" MIN TO 36" MAX

2. SHOWERS = 33" MIN TO 36" MAX (FROM BO SHOWER)

3. BATHTUBS:

a. TOP BAR = 33" MIN TO 36" MAX

b. BOTTOM BAR = 9" ABOVE TOP OF TUB

K. TOILET PARTITIONS:

1. TO BOTTOM = 12"

2. TO TOP = 70"

L. URINAL PARTITIONS:

1. TO BOTTOM = 18"

2. TO TOP = 60"

M. TOILET PAPER DISPENSER (TO CL OF OUTLET):

1. STANDARD = 24"

2. ACCESSIBLE = 15" MIN TO 48" MAX

N. WALL MOUNTED SOAP DISPENSER (TO CL OF PUSH BUTTON):

1. STANDARD = 40"

2. ACCESSIBLE = VARIES (REFER TO OBSTRUCTED AND UNOBSTRUCTED REACH RANGES)

3. ACCESSIBLE SIDE REACH = 46" MAX ABOVE SINK IN COUNTER

O. PAPER TOWEL DISPENSER / WASTE RECEPTACLE (TO TOWEL SLOT):

1. STANDARD = 40" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX & 15" MIN

3. ACCESSIBLE SIDE REACH = 48" MAX & 15" MIN

P. WARM AIR HAND DRYER (TO PUSH SWITCH):

1. STANDARD = 44" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX & 15" MIN

3. ACCESSIBLE SIDE REACH = 48" MAX & 15" MIN

Q. SANITARY NAPKIN DISPENSER (TO CL OF COIN SLOT):

1. STANDARD = 40" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX & 15" MIN

3. ACCESSIBLE SIDE REACH = 48" MAX & 15" MIN

R. SANITARY NAPKIN DISPOSAL (TO TOP OF UNIT):

1. STANDARD = 28" MAX

2. ACCESSIBLE = 19" MIN TO 24" MAX (TO OPENING).

S. TOILET SEAT COVER DISPENSERS (TO OPENING):

1. STANDARD = 40" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX & 15" MIN

3. ACCESSIBLE SIDE REACH = 48" MAX & 15" MIN

T. SHELVES: ACCESSIBLE = 48" MAX

U. COAT HOOKS:

1. STANDARD = 68"

2. ACCESSIBLE = 48" MAX

V. CHALKBOARDS, TACKBOARDS & MARKERBOARDS:

1. STANDARD = 32" TO 39" (TO BO BOARD OR CHALK TRAY)

2. STANDARD = 80" (RECOMMENDED, TO TOP OF BOARD)

W. THERMOSTATS & CONTROL DEVICES (TO TOP):

1. ACCESSIBLE FORWARD REACH = 48" MAX

2. ACCESSIBLE SIDE REACH = 48" MAX

X. LIGHT SWITCHES & CARD READERS (TO CL):

1. LOCATE 6" FROM DOOR JAMB

2. ACCESSIBLE = 48" MAX

Y. CONVENIENCE RECEPTACLES / ELECTRICAL / TELEPHONE / DATA (TO CL):

1. STANDARD = 18"

2. ACCESSIBLE = 15" MIN

Z. EXIT LIGHTS - WALL MOUNTED:

1. 2" BELOW CEILING

2. 2" MIN ABOVE DOOR FRAME EQUAL SPACE FROM CEILING TO TOP OF FRAME

AA. FIRE EXTINGUISHERS (TO TOP UNLESS NOTED OTHERWISE):

1. GROSS WT 40 LBS OR LESS = 60" MAX

2. GROSS WT MORE THAN 40 LBS = 42" MAX

3. ACCESSIBLE = 40" MAX (TO BO CABINET)

BB. FIRE ALARM PULL STATION (TO LEVER):

1. STANDARD = 48" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX

3. ACCESSIBLE SIDE REACH = 48" MAX

CC. SMOKE AND / OR HEAT DETECTORS:

1. STANDARD = CEILING HEIGHT

DD. HORN / SPEAKER / VISUAL SIGNALS:

1. STANDARD = 80" AFF OR 6" BELOW CEILING - WHICHEVER IS LOWER

EE. ROOM SIGNAGE (TO CL):

1. STANDARD = 60" HIGH AFF & WITHIN 18" OF LATCH SIDE OF DOOR

GENERAL NOTES

2'

M

IN

SECTION

TOE CLEARANCE (TC) & KNEE CLEARANCE

(KC)

6" MAX 11" MAX

1' - 5" MAX

8"

9" M

A X

KC

TC

CLEAR

FLOOR

SPACE

NOTE: PARTITION DOOR IS

TO BE LOCATED OPPOSITE

OF WC LOCATION

5' - 6" CLEAR

6'

C

LE

A R

ACCESSIBLE WATER CLOSET

APPROACH

A P

P R

O A

C H

LAVATORIES

5' - 7" MIN

GRAB BAR

FLUSH HANDLES ON THE

TRANSFER SIDE

24" MIN

18" MAX

16" MIN

DISPENSER

T O

T O

P O

F B

A R

M

IN

T O

6"

M A

X

12" MIN

T O

P O

F S

E A

T

M

IN

T

O

7" M

A X

ACCESSIBLE WATER CLOSET

BACK WALL

GRAB BAR

T O

P O

F O

P E

N

IN

G

M A

X

DISPENSER

M

IN

1/

2" B

O O

P E

N

IN

G

M

IN

54" MIN

T O

T O

P O

F B

A R

M

IN

T O

6"

M A

X

MAX

12" 42" MIN

7" TO 9"

ACCESSIBLE WATER CLOSET

SIDE WALL

SANITARY

NAPKIN

DISPOSAL

TOILET PAPER

DISPENSER

1'

M

IN

SOAP DISPENSERMIRROR SANITARY

NAPKIN

DISPENSER

INTEGRAL WASTE

DISPOSAL WHERE

APPLICABLE

TOWEL

DISPENSER

PAPER TOWEL

DISPENSER W/

INTEGRAL WASTE

DISPOSAL

BABY CHANGING

STATION

PASS-THRUPAPER TOWEL

DISPENSER

R E

F

LE

C T

IV

E

S U

R F

A C

E

3'

M A

X T

O B

O

4'

M A

X

R E

F

LE

C T

IV

E

S U

R F

A C

E

6'

M

IN

T O

T O

P O

F

M

IN

TOILET ACCESSORIES

MOUNTING HEIGHTS

LIGHT SWITCH

M A

X

4'

MAX

1' - 0"

2"

THERMOSTAT

M

IN

1'

RECEPTACLE

SWITCH AND RECEPTACLE

MOUNTING HEIGHTS

FIRE EXTINGUISHER

& STANDARD BRACKET

M F

P A

IN

S

T A

LL

P

E R

FIRE EXTINGUISHER

MOUNTING HEIGHT

CLEAR FLOOR OR GROUND SPACES (CFGS)

M

IN

30" MIN

M

IN

36" MIN

M

IN

30" MIN

CFGS

(30x48)

CFGS

(36x48)

CFGS

(30x60)

CFGS

(30X48)

M A

X

PLAN

SECTION

25" MAX

17" MIN

TCKC

ACCESSIBLE LAVATORY (WALL MOUNTED)

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 3.

_S w in g- S pa ce

/2 3.

_A

R C

H _R

.r vt

/1 0/

:3

8:

P M

GI003

ACCESSIBILITY STANDARDS RENOVATE FOR SWING SPACE

6010 W AMARILLO BLVD, AMARILLO, TX 79106

504-23-106

12 & 44

GDD AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.05Number: Revision: Date:

12-001A

STORAGE

12-001

WAREHOUSE

12-002

SAFE

12-003

RECEIVING

12-004

MAILROOM

12-005

TOILET

12-004A

CORRIDOR

E D

E X

FE

ED

E X

FE

EA

E

AE

A

0HSP

0HSP

0HSP

0H S

P

0H S

P

0H S

P

0HSP

0H S

P

CPOET

46' - 0"

LIFE SAFETY LEGEND

EXIT ACCESS (EA)

EXIT (EX)

EXIT SIGNS (ES)

HAZARDOUS AREA

PROTECTION (HAZ)

FIRE EXTINGUISHER (FE) / FIRE

EXTIGUISHER CABINET (FEC)

EXTERIOR EXIT

STAIRWAY / RAMP

EXIT ACCESS

STAIRWAY

EA EA

EXEX

EDED EXIT DISCHARGE (EX)

FE FEC

1-HR FIRE EXISTING

2-HR FIRE EXISTING

1-HR SMOKE BARRIER

0-HR SMOKE

1-HR SMOKE BARRIER EXISTING

0HSP

1HSB

1HSB

1HFB

2HFB

COMMON PATH OF EGRESS TRAVEL (CPOET)

START POINT

NOT IN CONTRACT

THIS PROJECT WILL PROVIDE ALL NECESSARY PLANNING AND SERVICES TO

RENOVATE EXISTING WAREHOUSE SPACE OF BUILDING 12 TO BE A MAILROOM

TO BE USED DURING BUILDING 4 CONSTRUCTION. THIS WORK INCLUDES THE

RENOVATION OF 750 SF EXISTING STORAGE SPACE AND ADDITION OF UTILITY

SERVICES SUCH AS PLUMBING, MECHANICAL, ELECTRICAL, AND IT.

CODE COMPLIANCE SUMMARY

BUILDING INFORMATION

APPLICABLE CODES

MEANS OF EGRESS

EXISTING STORAGE OCCUPANCIES

TRAVEL DISTANCE (TD) - MAXIMUM: 400 FEET

COMMON PATH OF EGRESS TRAVEL (CPOET) - MAXIMUM: 100 FEET

DEAD-END CORRIDORS - MAXIMUM: 100 FEET

NUMBER OF EXITS - MINIMUM: 1 EXIT REQUIRED

MINIMUM DOOR LEAF WIDTH: 32 INCHES

EXISTING BUILDING#: 12

MAIN OCCUPANCY CLASSIFICATION: EXISTING S-2 (STORAGE)

FULLY FIRE SPRINKLERED: YES

OCCUPANT LOAD SUMMARY

• VA DESIGN GUIDELINES

• VA PHYSICAL SECURITY DESIGN MANUAL

• NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101 LIFE SAFETY CODE - 2021

• INTERNATIONAL BUILDING CODES (IBC) - 2021

• PG-18-13 VA SUSTAINABLE DESIGN MANUAL (01.01.17, REVISED 11.01.18)

• NFPA 1 FIRE CODE - 2021

• NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS - 2019

• NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE - 2019

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) 2015

• VA FIRE PROTECTION DESIGN MANUAL, 7TH EDITION

• INTERNATIONAL PLUMBING CODE (IPC) - 2021

BUSINESS 722 150 GROSS 5

OCCUPANCY

CATEGORY

SQ. FT. LOAD FACTOR OCCUPANT LOAD HATCH

THE FOLLOWING IS THE OCCUPANCY OF SPACE PRIOR TO RENOVATION:

OCCUPANCY CATEGORY: STORAGE

SQ FT: 722

LOAD FACTOR: 300 GROSS

TOTAL OCCUPANY: 3

CHANGE IN OCCUPANT LOAD: + 2

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

P la n N or th

True North

11 19

141312

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 3.

_S w in g- S pa ce

/2 3.

_A

R C

H _R

.r vt

/1 0/

:3

8:

P M

GI111

LIFE SAFETY PLAN - BUILDING 12 -

LEVEL 1

RENOVATE FOR SWING SPACE

6010 W AMARILLO BLVD, AMARILLO, TX 79106

504-23-106

GDD AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.05

3/16" = 1'-0"

LIFE SAFETY PLAN - BUILDING 12 - LEVEL 1

F2

584 SF

44-1613

DRUG CACHE

44-1612A

EMS CHIEF

44-1612

EMS OPEN OFFICE

44-1612B

EMS OFFICE

44-1612C

FUTURE TR ROOM

44-1611

SYSTEMS

44-1609

HAC

44-1608

GROUP THERAPY

44-C0-5

CORRIDOR

44-C0-8

CORRIDOR

44-1615

STAFF LOUNGE

C0-10

VESTIBULE

44-1610

GROUP THERAPY

44-1649

MENS RR

44-C0-15

CORRIDOR

44-1614

SAFE

44-1616

EXAM

44-1619

OFFICE

44-1617

OFFICE

44-1646

TR

44-1644

ELECTRICAL

44-1642

COMM CENTER

44-C0-3

WAITING

44-C0-2

ENTRY

44-C0-1

VESTIBULE

44-E0-1

ELEVATOR

44-1607

ELEV RM

44-1605

MECHANICAL

44-S0-1

STAIR #1

44-S0-2

STAIR #2

44-1647

WOMENS RR

44-1645

WOMENS RR

44-1643

MENS RR

44-1621

OFFICE PSYCH

44-1623

OFFICE PSYCH

44-C0-12

CORRIDOR

44-C0-9

CORRIDOR

44-1618

OFFICE STUDENT

44-1620

PATIENT TESTING

44-1628

OFFICE STUDENT

44-1638

SOCIAL WORK

44-C0-14

COPY/ FAX

44-C0-13

CORRIDOR

44-1641

OFFICE

44-1639

OFFICE

44-1637

SOCIAL WORK

44-1635

SOCIAL WORK

44-1633

OFFICE PSYCH (F)

44-1631

OFFICE PSYCH

44-1629

OFFICE PSYCH

44-1627

OFFICE PSYCH

44-1625

OFFICE PROGRAM

MGR

44-1601

OXYGEN (F)

44-1603

OXYGEN(E)

44-1640

STORAGE

ED

E X

E D

E X

FEC

FEC

FEC

ED

E A

EA

E A

E A

1H S

B

1HSB

0HSP

1HFB

1H F

B

1HFB

CPOET

53' - 0"

CPOET

40' - 0"

EA

LIFE SAFETY LEGEND

EXIT ACCESS (EA)

EXIT (EX)

EXIT SIGNS (ES)

HAZARDOUS AREA

PROTECTION (HAZ)

FIRE EXTINGUISHER (FE) / FIRE

EXTIGUISHER CABINET (FEC)

EXTERIOR EXIT

STAIRWAY / RAMP

EXIT ACCESS

STAIRWAY

EA EA

EXEX

EDED EXIT DISCHARGE (EX)

FE FEC

1-HR FIRE EXISTING

2-HR FIRE EXISTING

1-HR SMOKE BARRIER

0-HR SMOKE

1-HR SMOKE BARRIER EXISTING

0HSP

1HSB

1HSB

1HFB

2HFB

COMMON PATH OF EGRESS TRAVEL (CPOET)

START POINT

NOT IN CONTRACT

CODE COMPLIANCE SUMMARY

BUILDING INFORMATION

APPLICABLE CODES

MEANS OF EGRESS

EXISTING BUSINESS OCCUPANCIES

TRAVEL DISTANCE (TD) - MAXIMUM: 300 FEET

COMMON PATH OF EGRESS TRAVEL (CPOET) - MAXIMUM: 100 FEET

DEAD-END CORRIDORS - MAXIMUM: 50 FEET

NUMBER OF EXITS - MINIMUM: 1 EXIT REQUIRED

MINIMUM DOOR LEAF WIDTH: 32 INCHES

EXISTING BUILDING#: 44

MAIN OCCUPANCY CLASSIFICATION: EXISTING B (BUSINESS)

FULLY FIRE SPRINKLERED: YES

• VA DESIGN GUIDELINES

• VA PHYSICAL SECURITY DESIGN MANUAL

• NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101 LIFE SAFETY CODE - 2021

• INTERNATIONAL BUILDING CODES (IBC) - 2021

• PG-18-13 VA SUSTAINABLE DESIGN MANUAL (01.01.17, REVISED 11.01.18)

• NFPA 1 FIRE CODE - 2021

• NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS - 2019

• NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE - 2019

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) 2015

• VA FIRE PROTECTION DESIGN MANUAL, 7TH EDITION

• INTERNATIONAL PLUMBING CODE (IPC) - 2021

OCCUPANT LOAD SUMMARY

THIS PROJECT WILL PROVIDE ALL NECESSARY PLANNING AND SERVICES TO

RENOVATE EXISTING STORAGE SPACE ON THE FIRST FLOOR OF BUILDING 44

INTO OFFICES AND SECURE STORAGE. THIS WORK INCLUDES THE RENOVATION

OF 1270 SF OF EXISTING ANCILLARY STORAGE SPACE AND ADDITION OF UTILITY

SERVICES SUCH AS PLUMBING, MECHANICAL, ELECTRICAL, AND IT.

OCCUPANCY

CATEGORY

SQ. FT. LOAD FACTOR OCCUPANT LOADHATCH

BUSINESS 680 150 GROSS 5

THE FOLLOWING IS THE OCCUPANCY OF SPACE PRIOR TO RENOVATION:

OCCUPANCY CATEGORY: STORAGE

SQ FT: 1270

LOAD FACTOR: 300 GROSS

TOTAL OCCUPANY: 5

STORAGE 590 300 GROSS 2

CHANGE IN OCCUPANT LOAD: + 2

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

SHEET KEYNOTES

P la n N or th

Tru e

Nor th

4 35

SW

9TH AVE

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 3.

_S w in g- S pa ce

/2 3.

_A

R C

H _R

.r vt

/1 0/

:3

8:

P M

GI112

LIFE SAFETY PLAN - BUILDING 44 -

LEVEL 1

RENOVATE FOR SWING SPACE

6010 W AMARILLO BLVD, AMARILLO, TX 79106

504-23-106

GDD AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.05

3/16" = 1'-0"

LIFE SAFETY PLAN - BUILDING 44 - LEVEL 1

F3

1. EXISTING EXIT CORRIDOR

DN

44-2613

CLEAN LINEN

STORAGE

44-2615

MEN RR

44-2617

OFFICE EMP SP

44-S1-2

STAIR #2

44-2619

VOC REHAB

44-2621

VOC REHAB

44-C1-10

CORRIDOR

44-2620

CHAPLAIN

44-2618

PATIENT COMP

44-2628

TR

44-2648

ELECTRICAL

44-2646

OFFICE

44-2630

COMM CENTER

44-C1-3

WAITING

44-C1-2

ENTRY

44-C1-9

CORRIDOR

44-C1-8

CORRIDOR

44-2647

GROUP THERAPY

44-2645

GROUP THERAPY

44-2606

OFFICE

44-2608

REC THER

44-2604

REC THER

44-E1-1

ELEVATOR

44-C1-1

VESTIBULE

44-2605

REC STORAGE

44-2601

HAC

44-C1-4

CORRIDOR

44-2603

DINING

44-2603B

PING PONG

44-2607

REC STORAGE

44-2609

KITCHEN

44-2611

WOMENS RR

44-C1-6

CORRIDOR

44-2615B

TOILET

44-2615A

TOILET

44-S1-1

STAIR #1

44-2623

ADD THER

44-2625

SOCIAL WORK

44-2627

PROGRAM MGR

44-2629

SOCIAL WORK

44-2631

NURSE PRAC

44-2633

OFFICE ADMIN

44-2635

OFFICE SHARED

44-2637

OFFICE SUI PREV

44-2639

OFFICE REC COORD

44-C1-12

CORRIDOR

44-C1-11

CORRIDOR

44-2624

OFFICE STUDENT

44-2622

ADD THER

44-2632

MENS RR

44-2634

WOMENS RR

44-2642

STORAGE

44-C1-14

COPY/ FAX

44-C1-13

CORRIDOR

44-2641

OFFICE CH PSYCH

44-2643

CONF/ LIBRARY

44-2641A

OFFICE CH PSYCH

ED

E X

EDEX

FEC

FEC

FEC

E A

EA

EA

0HSP

0HSP

0H S

P 0H

S P

CPOET

41' - 0"

E A

CODE COMPLIANCE SUMMARY

BUILDING INFORMATION

APPLICABLE CODES

MEANS OF EGRESS

EXISTING BUSINESS OCCUPANCIES

TRAVEL DISTANCE (TD) - MAXIMUM: 300 FEET

COMMON PATH OF EGRESS TRAVEL (CPOET) - MAXIMUM: 100 FEET

DEAD-END CORRIDORS - MAXIMUM: 50 FEET

NUMBER OF EXITS - MINIMUM: 1 EXIT REQUIRED

MINIMUM DOOR LEAF WIDTH: 32 INCHES

EXISTING BUILDING#: 44

MAIN OCCUPANCY CLASSIFICATION: EXISTING B (BUSINESS)

FULLY FIRE SPRINKLERED: YES

• VA DESIGN GUIDELINES

• VA PHYSICAL SECURITY DESIGN MANUAL

• NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101 LIFE SAFETY CODE - 2021

• INTERNATIONAL BUILDING CODES (IBC) - 2021

• PG-18-13 VA SUSTAINABLE DESIGN MANUAL (01.01.17, REVISED 11.01.18)

• NFPA 1 FIRE CODE - 2021

• NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS - 2019

• NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE - 2019

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) 2015

• VA FIRE PROTECTION DESIGN MANUAL, 7TH EDITION

• INTERNATIONAL PLUMBING CODE (IPC) - 2021

OCCUPANT LOAD SUMMARY

OCCUPANCY

CATEGORY

SQ. FT. LOAD FACTOR OCCUPANT LOADHATCH

STORAGE 680 300 GROSS 3

THIS PROJECT WILL PROVIDE ALL NECESSARY PLANNING AND SERVICES TO

REPURPOSE EXISTING CLASSROOM ON THE SECOND FLOOR OF BUILDING 44

INTO STORAGE. THIS WORK INCLUDES THE ADDITION OF UTILITY SERVICES

SUCH AS PLUMBING, MECHANICAL, ELECTRICAL, AND IT.

THE FOLLOWING IS THE OCCUPANCY OF SPACE PRIOR TO RENOVATION:

OCCUPANCY CATEGORY: ASSEMBLY

SQ FT: 693

LOAD FACTOR: 15 GROSS

TOTAL OCCUPANY: 46

CHANGE IN OCCUPANT LOAD: - 43

LIFE SAFETY LEGEND

EXIT ACCESS (EA)

EXIT (EX)

EXIT SIGNS (ES)

HAZARDOUS AREA

PROTECTION (HAZ)

FIRE EXTINGUISHER (FE) / FIRE

EXTIGUISHER CABINET (FEC)

EXTERIOR EXIT

STAIRWAY / RAMP

EXIT ACCESS

STAIRWAY

EA EA

EXEX

EDED EXIT DISCHARGE (EX)

FE FEC

1-HR FIRE EXISTING

2-HR FIRE EXISTING

1-HR SMOKE BARRIER

0-HR SMOKE

1-HR SMOKE BARRIER EXISTING

0HSP

1HSB

1HSB

1HFB

2HFB

COMMON PATH OF EGRESS TRAVEL (CPOET)

START POINT

NOT IN CONTRACT

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

SHEET KEYNOTES

P la n N or th

Tru e

Nor th

4 35

SW

9TH AVE

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

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A ut od es k D oc s:

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GI113

LIFE SAFETY PLAN - BUILDING 44 -

LEVEL 2

RENOVATE FOR SWING SPACE

6010 W AMARILLO BLVD, AMARILLO, TX 79106

504-23-106

GDD AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.05

3/16" = 1'-0"

LIFE SAFETY PLAN - BUILDING 44 - LEVEL 2

F3

1. EXISTING EXIT CORRIDOR

UP

UP

DN

DN

12-001A

STORAGE

12-001

WAREHOUSE

12-002

SAFE

12-003

RECEIVING

12-004

MAILROOM

12-005

TOILET

12-004A

CORRIDOR

DEPARTMENT LEGEND

LOGISTICS

ENVIRONMENTAL MANAGMENT SERVICES

GENERAL

NOT IN CONTRACT

A. ELECTRICAL AND MECHANICAL WORK MAY EXTEND TO NIC AREAS.

44-1613

DRUG CACHE

44-1612A

EMS CHIEF

44-1612

EMS OPEN OFFICE

44-1612B

EMS OFFICE

44-1612C

FUTURE TR ROOM

44-1611

SYSTEMS

44-1609

HAC

44-1608

GROUP THERAPY

44-C0-5

CORRIDOR

44-C0-8

CORRIDOR

44-1615

STAFF LOUNGE

C0-10

VESTIBULE

44-1610

GROUP THERAPY

44-1649

MENS RR

44-C0-15

CORRIDOR

44-1614

SAFE

44-1616

EXAM

44-1619

OFFICE

44-1617

OFFICE

44-1646

TR

44-1644

ELECTRICAL

44-1642

COMM CENTER

44-C0-3

WAITING

44-C0-2

ENTRY

44-C0-1

VESTIBULE

44-E0-1

ELEVATOR

44-1607

ELEV RM

44-1605

MECHANICAL

44-S0-1

STAIR #1

44-S0-2

STAIR #2

44-1647

WOMENS RR

44-1645

WOMENS RR

44-1643

MENS RR

44-C0-9

CORRIDOR

44-C0-4

CORRIDOR

44-2613

CLEAN LINEN

STORAGE

44-2615

MEN RR

44-2617

OFFICE EMP SP

44-S1-2

STAIR #2

44-2619

VOC REHAB

44-2621

VOC REHAB

44-C1-10

CORRIDOR

44-2620

CHAPLAIN

44-2618

PATIENT COMP

44-2628

TR

44-2648

ELECTRICAL

44-2646

OFFICE

44-2630

COMM CENTER

44-C1-3

WAITING

44-C1-2

ENTRY

44-C1-9

CORRIDOR

44-C1-8

CORRIDOR

44-2647

GROUP THERAPY

44-2645

GROUP THERAPY

44-2606

OFFICE

44-2608

REC THER

44-2604

REC THER

44-E1-1

ELEVATOR

44-C1-1

VESTIBULE

44-2605

REC STORAGE

44-2601

HAC

44-C1-4

CORRIDOR

44-2603

DINING

44-2603B

PING PONG

44-2607

REC STORAGE

44-2609

KITCHEN

44-2611

WOMENS RR

44-C1-6

CORRIDOR

44-2615B

TOILET

44-2615A

TOILET

44-S1-1

STAIR #1

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

N or th

SW 6TH AVE

10 8

US H

IG

HW

AY 6

(A

M

ARIL

LO

B

LV

D)

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

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A ut od es k D oc s:

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GI121

DEPARTMENTAL PLANS RENOVATE FOR SWING SPACE

6010 W AMARILLO BLVD, AMARILLO, TX 79106

504-23-106

12 & 44

GDD AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.05

P la n N or th

True North1/8" = 1'-0"

DEPARTMENTAL PLAN - BUILDING 12 - LEVEL 1

C5

P la n N or th

Tru e

Nor th

1/8" = 1'-0"

DEPARTMENTAL PLAN - BUILDING 44 - LEVEL 1

F6

DEPARTMENTAL AREA SCHEDULE

NUMBER ROOM NAME

EXISTING

AREA

PG-18-9

AREA

DESIGNED

AREA

BLDG 12 - LEVEL 1

LOGISTICS

12-003 RECEIVING 62 SF 120 SF 109 SF

12-004 MAILROOM 467 SF 474 SF 504 SF

529 SF 594 SF 613 SF

ENVIRONMENTAL MANAGMENT SERVICES

12-001A STORAGE 361 SF 359 SF

361 SF 0 SF 359 SF

GENERAL

12-005 TOILET 34 SF 60 SF 67 SF

12-004A CORRIDOR 0 SF 0 SF 31 SF

34 SF 60 SF 98 SF

924 SF 654 SF 1070 SF

BLDG 44 - LEVEL 1

ENVIRONMENTAL MANAGMENT SERVICES

44-1612 EMS OPEN OFFICE 323 SF 281 SF 334 SF

44-1612A EMS CHIEF 206 SF 100 SF 104 SF

44-1612B EMS OFFICE 146 SF 100 SF 90 SF

675 SF 481 SF 529 SF

PHARMACY

44-1613 DRUG CACHE 738 SF 600 SF 584 SF

738 SF 600 SF 584 SF

1413 SF 1081 SF 1112 SF

BLDG 44 - LEVEL 2

ENVIRONMENTAL MANAGMENT SERVICES

44-2613 CLEAN LINEN STORAGE 323 SF 240 SF 573 SF

323 SF 240 SF 573 SF

323 SF 240 SF 573 SF

P la n N or th

Tru e

Nor th

1/8" = 1'-0"

DEPARTMENTAL PLAN - BUILDING 44 - LEVEL 2

F2

12-001A

STORAGE

12-001

WAREHOUSE

12-002

SAFE

12-003

RECEIVING

12-004

MAILROOM

12-005

TOILET

12-004A

CORRIDOR

4 4

5 6 7

A. THE WORK SHOWN ON THIS SHEET IS TO BE DONE AFTER THE COMPLETION

OF PROJECT 504-10-709 - "RENOVATE BUILDING 4 - 1ST FLOOR" AND THE VHA

HAS VACATED THE SPACE. COORDINATE WITH VHA COR.

B. REFER TO GI002 AND A-001 FOR ADDITIONAL GENERAL NOTES, SYMBOLS,

AND ABBREVIATIONS.

C. ALL MECHANICAL AND PLUMBING SYSTEMS TO REMAIN IN PLACE AS IS.

AREA OF DEMOLITION

DEMOLITION SYMBOLS LEGEND

DEMOLITION LINE TYPE

EXISTING LINE TYPE

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n N or th

True North

11 19

141312

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

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A ut od es k D oc s:

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GI911

POST BLDG 4 CONSTRUCTION

PLAN - BUILDING 12 - LEVEL 1

RENOVATE FOR SWING SPACE

6010 W AMARILLO BLVD, AMARILLO, TX 79106

504-23-106

GDD AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.05

3/16" = 1'-0"

POST BUILDING 4 CONSTRUCTION PLAN - BUILDING 12 - LEVEL 1

F3

1. DEMOLISH WALL, PATCH AND REPAIR ADJOINING WALLS TO REMAIN

2. REMOVE WALL RECEPTACLES AND ASSOCIATED WIRING TO SOURCE

3. REMOVE AND RETURN DOOR TO VHA

4. REMOVE BOLLARD

5. DEMOLISH RAMP SYSTEM

6. DEMOLISH CANOPY SYSTEM AND POSTS, INCLUDING LIGHTING AND

ASSOCIATED WIRING

7. PATCH AND REPAIR ANY HOLES IN CONCRETE/ASPHALT LEFT AFTER

REMOVAL OF RAMP AND CANOPY

8. REMOVE GUARDRAIL

9. REINSTALL METAL STAIRS

44-2613

CLEAN LINEN

STORAGE

44-2615

MEN RR

44-2617

OFFICE EMP SP

44-S1-2

STAIR #2

44-2619

VOC REHAB

44-2621

VOC REHAB

44-C1-10

CORRIDOR

44-2620

CHAPLAIN

44-2618

PATIENT COMP

44-2628

TR

44-2648

ELECTRICAL

44-2646

OFFICE

44-2630

COMM CENTER

44-C1-3

WAITING

44-C1-2

ENTRY

44-C1-9

CORRIDOR

44-C1-8

CORRIDOR

44-2647

GROUP THERAPY

44-2645

GROUP THERAPY

44-2606

OFFICE

44-2608

REC THER

44-2604

REC THER

44-E1-1

ELEVATOR

44-C1-1

VESTIBULE

44-2605

REC STORAGE

44-2601

HAC

44-C1-4

CORRIDOR

44-2603

DINING

44-2603B

PING PONG

44-2607

REC STORAGE

44-2609

KITCHEN

44-2611

WOMENS RR

44-C1-6

CORRIDOR

44-2615B

TOILET

44-2615A

TOILET

44-S1-1

STAIR #1

A. THE WORK SHOWN ON THIS SHEET IS TO BE DONE AFTER VHA HAS VACATED

THE SPACE. COORDINATE WITH VHA COR.

B. REFER TO GI002 AND A-001 FOR ADDITIONAL GENERAL NOTES, SYMBOLS,

AND ABBREVIATIONS.

C. ALL MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS TO REMAIN IN

PLACE AS IS.

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n N or th

Tru e

Nor th

4 35

SW

9TH AVE

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 3.

_S w in g- S pa ce

/2 3.

_A

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:3

8:

P M

GI913

POST BLDG 4 CONSTRUCTION

PLAN - BUILDING 44 - LEVEL 2

RENOVATE FOR SWING SPACE

6010 W AMARILLO BLVD, AMARILLO, TX 79106

504-23-106

GDD AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.05

1/4" = 1'-0"

POST BUILDING 4 CONSTRUCTION PLAN - BUILDING 44 - LEVEL 2

F3

1. PATCH AND REPAIR DAMAGE THROUGHOUT ROOM; VERIFY EXTENTS WITH

VHA COR

AREA OF ASBESTOS ABATEMENT

ABATEMENT PLAN SYMBOLS LEGEND

DEMOLITION LINE TYPE

EXISTING LINE TYPE

A. FULL ASBESTOS ABATEMENT REPORT WILL BE PROVIDED TO SUCCESSFUL

BIDDER.

12-001

WAREHOUSE

12-002

SAFE

12-001A

STORAGE

12-003A

RESTROOM

12-003

OFFICE

1 1 1

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n N or th

True North

11 19

141312

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 3.

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/2 3.

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HA111

ASBESTOS ABATEMENT PLAN -

BUILDING 12 - LEVEL 1

RENOVATE FOR SWING SPACE

6010 W AMARILLO BLVD, AMARILLO, TX 79106

504-23-106

GDD AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.05

3/16" = 1'-0"

ASBESTOS ABATEMENT PLAN - BUILDING 12 - LEVEL 1

F3

1. ABATE ASBESTOS CONTAINING GREY EXTERIOR WINDOW CAULKING

1. All work shall conform to the minimum standards of the International Building Code, 2021 edition and any other regulatory agencies that have authority over any portion of the work.

2. Design Loads Dead Loads

Roof superimposed dead load 36 psf Floor superimposed dead load 30 psf Mechanical equipment actual weight

Live Loads Floor

Office 50 psf Partitions 20 psf Roof 20 psf

Roof Snow Load Snow Criteria:

Pf = 20psf, Ce = 1.0, Ct = 1.1, Is = 1.1

Risk Category III

Wind Criteria 114 mph (3 second gust, Ultimate) 88 mph (ASD), Exposure C Building Category = Enclosed Internal Pressure Coefficient = ± 0.18

Seismic Criteria Site Class D, Design Category C, Equivalent Lateral Force Procedure Seismic Force Resisting System = Steel Frame Not Specifically Detailed for Seismic Resistance R = 3, Fa = 1.6, Fv = 2.4, Ss = 0.195, S1 = 0.045, SDS = 0.207, SD1 = 0.072, Ie = 1.25

COMPONENTS AND CLADDING WIND PRESSURES1,2

Zone 1 - Roof Interior

Effective Area

10 sf 20 sf 50 sf 100 sf

1. Special inspection, in accordance with the International Building Code or as required by the construction documents, shall be performed by a qualified inspector from an approved agency. Reports shall be issued to the Architect/Engineer and the Building Department at the completion of each type of work stating whether the work was performed in conformance with the approved plans and specifications. See inspection schedules for specific requirements.

2. Any item that is listed as a discrepancy by the independent testing agency shall be kept in a log by the General Contractor throughout the project. the log shall include the discrepancy number, date of discrepancy, and description of discrepancy. The General Contractor shall contact the engineer in a timely manner to address each discrepancy and keep a record of the required corrections. The letter of substantial completion provided by the engineer cannot be released until every item listed in the discrepancy log has been addressed and resolved.

Zone 2 - Roof Edge

Zone 3 - Roof Corner

Zone 4 - Wall Typical

Zone 5 - Wall Corner

Footnotes:

1. Pressures shown are determined using ASCE 7-16 and are ultimate with ASD level pressures shown in parentheses.

2. Refer to details for wind loading on miscellaneous rooftop structures, etc. Roof overhangs shall be designed for applicable component and cladding loads per Figure 30.9-1 for ASCE 7-16.

3. Refer to Figure 30.3-1 through 30.4-1 in ASCE 7-16 for description of each zone.

Zones3

GENERAL NOTES

Parapet

DESIGN CRITERIA

SHOP DRAWINGS AND SUBMITTALS

1. The Contractor shall coordinate, review and submit shop drawings that identify all penetrations for all trades through structural walls, slabs, beams, and columns. A single drawing of each portion of the structure identifying locations and sizes of all sleeves and blockouts shall be submitted for review and approval six weeks prior to placing concrete in these structural elements. Penetrations not shown on the approved shop drawings will not be permitted in the field. Penetrations include all pipes, sleeves, conduit, blockouts, elements exceeding 1/3 the slab thickness, and other openings through concrete including slab-on-metal deck. Prior approval must be obtained from engineer for all coring of concrete and shall be reviewed on a case-by-case basis.

2. Shop drawings and calculations for all informational and action submittals as noted in project specifications shall be submitted to the Architect/Engineer for approval prior to fabrication or construction of all structural items including the following: concrete and masonry reinforcement, embedded steel items, structural steel, metal decking, shear stud layout, stairs, pre-engineered wood and pre-engineered cold-formed steel. Approved shop drawings shall be submitted to the local Building Department by the contractor for record only. Allow 2 weeks for review of shop drawings.

3. The general contractor shall submit any substitution request to the Architect/Engineer prior to making any changes. The request shall include all information required for the engineer to fully evaluate the substitution and determine any required compensation for the evaluation.

4. Design, materials, equipment, and products other than those described below or indicated on the drawings may be considered for use, provided prior approval is obtained from the Owner, Architect/Engineer, and the applicable governing code authority.

SPECIAL INSPECTIONS

1. All omissions or conflicts between the various elements of the working drawings and/or specifications shall be brought to the attention of the Architect/Engineer before proceeding with any work so involved.

2. A detail, section, elevation, etc. reference may be indicated only once on a structural construction drawing, but is to be used at all like and similar construction conditions.

3. No modification shall be made to any structural member without the approval of the Architect/Engineer. This also applies to any openings for plumbing, electrical, and mechanical trades.

4. Contractor must check all dimensions, framing conditions, and site conditions before starting work. Architect/Engineer shall be notified immediately of any discrepancies or possible deficiencies.

5. The structural drawings have been completed using the available information regarding existing conditions. The structural engineer has not field verified any existing conditions. It is the responsibility of the General Contractor to field verify the existing conditions and notify the architect and engineer of any discrepancies before proceeding with work.

6. The Contractor shall be responsible for all excavation procedures and protection of adjacent property, structures, utilities, etc. in accordance with all national, state, and local ordinances.

7. Stability of the structural frame during construction is the responsibility of the General Contractor. The structural frame is not complete until all connections to lateral force resisting elements have been made, inspected as required by the building official, and accepted by the engineer. This includes all diaphragm elements such as metal deck, plywood and gypsum board wall sheathing, metal straps, concrete topping, tie rods, and the like. All concrete elements must have reached their required strength. Temporary bracing of the structure during construction should be provided by the General Contractor and their Sub-Contractors as necessary.

8. Do not place backfill against basement walls until basement and first floors are in place or wall has been adequately shored.

Forces due to hydrostatic pressure have not been included in the design of foundation walls.

9. All mechanical and electrical equipment purchases shall be coordinated with the structural drawings by the General Contractor. This includes equipment size, weight, openings, required support, etc. Any discrepancies shall be brought to the architect's and engineer's attention prior to equipment purchase.

10. The contractor shall not stockpile any building materials or equipment in a manner that will exceed the load carrying capacity, cause damage, or create excessive deflection to any structural element. The contractor shall contact the engineer for evaluation of locations where it may be necessary for heavy equipment or building material stockpiles prior to placement of these items on any structural element.

11. For any item that requires a change or correction due to contractor error or deficiency in construction, the contractor shall submit plans, details, and calculations for the proposed solution. These shall be reviewed by the Architect/Engineer prior to completion of the work. Some corrections may require submitted documentation to be stamped and signed by a professional engineer who is registered in the project jurisdiction.

12. Nothing contained within the contract documents shall relieve the general contractor and the subcontractors of:

a. responsibility to determine any aspect of how the work is to be performed

b. dealing with matters of safety of personnel

c. safety of property

d. superintending of the work

e. construction means and methods

CONSTRUCTION

32 (20) 31 (19) 29 (18) 28 (17)

39 (24) 37 (23) 33 (20) 31 (19)

99 (60) 93 (56) 86 (52) 80 (48)

51 (31) 48 (29) 43 (26) 40 (24)

67 (41) 63 (38) 57 (35) 53 (32)

67 (41) 63 (38) 57 (35) 53 (32)

1. Wide flange shapes shall be ASTM A992.

2. Round hollow structural sections shall be ASTM A500 Grade C (46 ksi).

3. Square and rectangular hollow structural sections (HSS) shall be ASTM A500 Grade C (50 ksi).

4. Pipe sections shall be ASTM A53 Grade B (35 ksi).

5. Miscellaneous structural steel such as angles and channels shall be ASTM A36 / ASTM A572-50.

6. Plates shall be ASTM A36 unless noted otherwise. Plates used for any type of moment connection shall be ASTM A572-50.

7. All welding electrodes shall conform to ASTM E70XX. The minimum fillet weld size shall be 3/16", unless noted otherwise.

8. Headed anchor studs shall conform to ASTM A108 (60 ksi).

9. Anchor rods and unfinished rods shall conform to ASTM F1554, Grade 36.

10. Bolted connections are to be of high-strength ASTM A325-N bolts, unless noted otherwise. A minimum of two bolts is required for all beam connections. Minimum required connection capacity is 12 kips LRFD factored load unless noted otherwise.

11. High-strength bolts shall conform to the provisions of the "Specification for Structural Joints Using High-Strength Bolts", latest edition, as approved by the Research Council on Structural Connections.

12. All structural steel exposed to weather shall be hot-dip galvanized, unless noted otherwise. See specifications for additional galvanizing information.

13. All structural steel shall be shop coated with an approved rust inhibitive primer. Do not prime beams that are to receive fireproofing.

STRUCTURAL STEEL

PRODUCTS AND MATERIALS

SHOP DRAWINGS

CONSTRUCTION

1. Shop drawings for all structural steel indicated on the structural drawings shall be submitted for review to the Structural Engineer prior to fabrication.

2. Connections shall be as shown in schedules and sections in the drawings. Any changes to the connections proposed by the contractor shall be submitted with the structural steel shop drawings. This connection submittal shall include calculations stamped and signed by the contractor's engineer.

FABRICATION AND ERECTION

1. All fabrication and erection shall conform to the latest edition of the AISC Manual of Steel Construction.

2. All members are to be erected with natural mill camber or induced camber up, unless noted otherwise on the plans.

3. <For composite steel beam floors only>.