Att. 3-Drawings 1-Erie, PA.pdf

For the best experience, open this PDF portfolio in

Acrobat X or Adobe Reader X, or later.

Get Adobe Reader Now!

http://www.adobe.com/go/reader

E-18

E-17

E-16

E-19

E-X3E-X1

E-12.1

E-X4

E-14

E-15

E-X6E-X5 E-LL E-MM E-NN E-2.1 E-2.5

CONSULT/ EXAM

1N210

RT-02/03

RB-01 P

-0

P

P-01

1N208

1N206

1N204

WHEEL CHAIRS

1N001C

PT-01

PATIENT CORRIDOR

1N2

1N213

1N211

1N209

CONSULT

1N203

TEAMWORK ZONE

1N2.1

CPT-03/RT-01

RB-02 P

BREAKROOM

1N106

P-07

HAC

1N100

RT-01

1N215

CORRIDOR

1N1

PROCEDURE

1N201

PHONE BOOTH

1N001E

RB-01

T S

COFFEE

1N001F

RB-01

G

PC ASST. MANAGER

1N104A

CPT-03

STAFF TOILET

1N102

TRS-01 P

1N205

1N207

ADMIN. OFFICE

1N104

P-04

PATIENT TOILET

1N201A

PT-02

1N200

1N1.1

E-13.8

P-07

LA

R

E

V

IN

Y L

A

H

IC

PC MED. DIRECTOR

1N104C

PC MANAGER

1N104B

HR-01 HR-01 HR-01 HR-01 HR-01 HR-01HR-01 HR-01

HR-01HR-01HR-01HR-01HR-01HR-01

PT-04

HEIGHT/WEIGHT STN.

1N2A

RT-03

J

I

K

7.5

9 10

9.1

E-X2 E-X3.6 E-X5.8

4' - 5"

/1

CG-01 CG-01

CG-01 CG-01CG-01CG-01

CG-01CG-01

CG-01

Floor Finish

Base Finish

Room No.

S Wall FinishW W a ll

F in is h

Room Name

N Wall Finish

INDICATES FINISH ON HORIZONTAL SURFACE

INDICATES FINISH ON VERTICAL SURFACE

CODE

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Submission:

ARCHITECT OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/2

-1

MEP ENGINEER:

BOWMAN FOSTER

6353 Center Drive Norfolk, VA 23502 757-466-7400

HEALTHCARE PLANNER:

EYP

811 West Hargett St.

Raleigh, NC 27603 713-852-3610

ARCHITECT:

CB DESIGN GROUP

421 King Street

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

Erie VA Medical Center 135 East 38th Street, Erie, PA 16504

2345678910111213141516

B

C

D

12345678910111213141516

STRUCTURAL ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

FP/LS ENGINEER:

STANTON ENGINEERING

10280 Old Columbia Rd.

Ste. 275 Columbia, MD 21046 410-290-9304

CIVIL ENGINEER:

INTEGRITY FEDERAL

SERVICES

148 S. Queen St. Ste. 201 Martinsburg, WV 25401 304-725-8456

03/07/2023

VA 562-184

MMKJ

ERIE VAMC - CONSOLIDATED

PRIMARY CARE

CDF SUBMISSION

PARTIAL FINISH FLOOR PLAN - LEVEL

1 AREA B

IF111B

IF

.p d f

1/4" = 1'-0"A16

FINISH PLAN - LEVEL 01 - AREA B

KEY PLAN

PLAN

NORTH

TRUE

NOT TO SCALE

NIC

GENERAL FINISH NOTES

G1 PROVIDE PAINTABLE SEALANT AT ALL DISSIMILAR MATERIALS UNLESS NOTED OTHERWISE.

G2 TERMINATE DIFFERING FLOOR FINISHES BELOW CENTERLINE OF SWING DOORS AND FACE OF

PARTITION AT SLIDING DOORS, UNLESS NOTED OTHERWISE.

G3 SEE FINISH SCHEDULE FOR INDIVIDUAL FINISH INFORMATION. SEE PROJECT

MANUAL/SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

G4 ALL INTERIOR FINISHES SHALL MEET NFPA LIFE SAFETY CODES SPECIFIC TO INTERIOR

FINISHES.

GENERAL FINISH NOTES - PAINT

P1 PAINT NEW AND EXISTING METAL DOORS P-04. REFER TO OPENING SCHEDULE FOR

EXCEPTIONS.

P2 PAINT NEW AND EXISTING METAL DOOR FRAMES P-04. REFER TO OPENING SCHEDULE FOR

P3 PAINT METAL STAIRS AND HANDRAILS P-04.

P4 PAINT GRILLES AND REGISTERS THAT ARE PRIMER FINISHED TO MATCH ADJACENT

SURFACES. REFER TO 'A' SERIES SHEETS FOR EXCEPTIONS.

P5 PAINT METAL WALL-MOUNTED ACCESS DOORS, GRILLES, COVER PLATES, FAN COIL UNITS,

FIRE EQUIPMENT CABINETS, AND ELECTRICAL CABINETS TO MATCH ADJACENT SURFACE.

P6 PAINT ALL WALLS P-01 UNLESS NOTED OTHERWISE.

P7 PAINT GYPSUM BOARD CEILINGS, FURR DOWNS, AND SOFFITS P-02 UNLESS NOTED

OTHERWISE.

P8 PROVIDE A HARD STRAIGHT EDGE LINE WHERE AN ACCENT COLOR MEETS AND ADJACENT

WALL COLOR OR MATERIAL.

P9 BULKHEADS INDICATED TO RECEIVE ACCENT PAINT SHALL HAVE ACCENT PAINT ON BOTTOM

AND ALL SIDES UNLESS OTHERWISE NOTED.

GENERAL FINISH NOTES - TILE

T1 INSTALL ALL TILE FLOORING CENTERED IN ROOMS UNLESS SHOWN OTHERWISE ON

DRAWINGS.

T2 INSTALL TILE FLOORING WITH GRAIN RUNNING IN THE SAME DIRECTION.

T3 ALL TILE ON WALLS TO RUN VERTICALLY UNLESS NOTED OTHERWISE.

T4 CENTER WALL TILE ON WALLS (TYPICAL FOR ALL TILED WALLS).

FINISH CODES

FINISH

CODE DESCRIPTION

PLAM-01 PLASTIC LAMINATE

PLAM-02 PLASTIC LAMINATE

PT-01 PORCELAIN TILE

PT-02 PORCELAIN TILE

PT-03 PORCELAIN TILE

PT-04 PORCELAIN TILE

RB-01 RUBBER BASE

RB-02 RUBBER BASE

RP-01 RESIN PANEL 72"W X 36" H X 3/8"

THICKNESS

RT-01 RESILIENT TILE FLOORING

RT-02 RESILIENT TILE FLOORING

RT-03 RESILIENT TILE FLOORING

SHD-01 WINDOW SHADE

SS-01 SOLID SURFACE

SS-02 SOLID SURFACE

TRS-01 TRANSITION STRIP

TS-01 TACKABLE SURFACE

FINISH CODES

AT-01 ACOUSTIC TILE CEILING

AT-02 ACOUSTIC TILE CEILING

C-01 SEALED CONCRETE

CG-01 CORNER GUARD

CPT-01 CARPET

CPT-02 CARPET

CPT-03 CARPET

EF-01 ENTRANCE FLOORING

FRP-01 FIBER REINFORCED PANEL

GRT-01 GROUT

GT-01 GLASS TILE

GT-02 GLASS TILE

HR-01 HAND RAIL

P-01 TYPICAL WALL PAINT

P-02 TYPICAL CEILING PAINT

P-03 ACCENT PAINT

P-04 ACCENT PAINT

P-05 ACCENT PAINT

P-06 TYPICAL DOOR FRAME PAINT

P-07 ACCENT PAINT

P-08 ACCENT PAINT

SYMBOL LEGEND

F F

2 3 4 6

E E

E-20

E-X1

E-20.1

E-X6E-X5 E-LL E-MM E-NN

MEDICATION ROOM

1N602

1N313

1N311

1N307

1N305

CONSULT/ EXAM (NEG)

1N303

PROCEDURE (NEG)

1N301

1N3.1

CPT-03/RT-01

CLEAN ROOM

1N601

CONCOURSE

1N002

1N309

1N6.1

1N301A

CORRIDOR

1N6

ISOLATION PATIENT CORRIDOR

1N3

WAITING

1N002A

CPT-01

1N316

1N314

1N312

1N310

1N308

1N306

1N304

1N302

1N300

HR-01 HR-01 HR-01 HR-01 HR-01 HR-01 HR-01 HR-01

HR-01HR-01HR-01HR-01HR-01HR-01HR-01

1N3A

ALCOVE

1N6A

1 7

7.5 9

4' - 0" 6' - 0 1/8"

CG-01CG-01 CG-01CG-01

CG-01 CG-01CG-01CG-01

SUITE 301

Ste. 275

148 S. Queen St. Ste. 201

1 AREA C

IF111C

/0

1/4" = 1'-0"D16

FINISH PLAN - LEVEL 01 - AREA C

RP-01 RESIN PANEL 72"W

X 36" H X 3/8"

RT-01 RESILIENT TILE

FLOORING

RT-02 RESILIENT TILE

RT-03 RESILIENT TILE

TS-01 TACKABLE

SURFACE

AT-01 ACOUSTIC TILE

CEILING

AT-02 ACOUSTIC TILE

EF-01 ENTRANCE

FRP-01 FIBER REINFORCED

PANEL

P-01 TYPICAL WALL

PAINT

P-02 TYPICAL CEILING

P-06 TYPICAL DOOR

FRAME PAINT

FINISH CODESGENERAL FINISH NOTES

UPUP

DN

D D

C C

AA

1N414

1N412

1N410

1N408

1N406

1N404

1N402

1N400

TOILET

1N005

PATIENT CORRIDOR

1N4

CONSULT/ EXAM (W)

1N502

1N500

WOMEN'S HEALTH CORRIDOR

1N5

RT-02

STAIRS

1N003

C-01

CONCOURSE

COPIES

1N6.2

1N6.3

1N508A

1N508

1N506

1N504A

1N504

1N500A

TEMPORARY STORAGE

1N007

1N506A

1N502A

SOILED ROOM

1N603

HR-01 HR-01 HR-01 HR-01

HR-01HR-01HR-01HR-01HR-01HR-01HR-01HR-01

HR-01

HR-01HR-01HR-01HR-01HR-01

1N4A

BB

5.5 5.6 5.7 6.5 6.61 7

7 7.5

CG-01CG-01CG-01 CG-01CG-01

SUITE 301

Ste. 275

148 S. Queen St. Ste. 201

1 AREA D

IF111D

1/4" = 1'-0"D16

FINISH PLAN - LEVEL 01 - AREA D

RP-01 RESIN PANEL 72"W

X 36" H X 3/8"

RT-01 RESILIENT TILE

RT-02 RESILIENT TILE

RT-03 RESILIENT TILE

TS-01 TACKABLE

AT-01 ACOUSTIC TILE

AT-02 ACOUSTIC TILE

EF-01 ENTRANCE

FRP-01 FIBER REINFORCED

PANEL

P-01 TYPICAL WALL

P-02 TYPICAL CEILING

P-06 TYPICAL DOOR

FRAME PAINT

FINISH CODESGENERAL FINISH NOTES

E-17E-17

E-16E-16

E-12.1 E-12.1

E-14 E-14

E-15 E-15

E-2.1

E-2.5

E-3.1

E-3.8

E-3.8

E-J.2 E-J.2

E-13.8E-13.8

E-11 E-11

PT-01 PT-01

PT-01 PT-03

PT-03

4' - 4 1/16" 29' - 0"

ALIGN

24' - 0"

19' - 0 1/16"

15' - 0"

12' - 0"

9' - 0"

7' - 0"

3' - 8 1/16"

LI

N

NA

FULL TILE 1' - 6"

CPT-02

EQ 1 FULL TILE EQ

CPT-023 FULL TILES

1'

IL

ID

Q

U

3' - 9"

EF-01

ALIGN ALIGN

I D

WHCHRS

1N000

VEST.

BRKRM.

P. CORR.

TEAMLET

1N001

LOBBY

1N001A

CORR.

PROC. 1N001E

PHONE

COFF.

P. TLT.

1N001B

VOL. DESK

JJ

II

K K

L L

M M

N N

GENERAL NOTES

A. REFER TO SHEET IF100 FOR FINISH SCHEDULE.

B. REFER TO SHEET AE301 FOR FLOOR TRANSITIONS.

C. WHERE TYPE OF FLOOR FINISH, PATTERN OR COLOR ARE DIFFERENT ON OPOSITE SIDES OF

REGULAR DOOR, TERMINATE FLOORING UNDER CENTERLINE OF DOOR. IF IT IS A SLIDING DOOR, TERMINATE FLOORING ON THE OUTSIDE EDGE OF THE WALL.

D. FLOOR PATTERN TO CONTINUE UNDER ALL OPEN WOODWORK/ WORKSURFACES

E. CURTAINWALL/STOREFRONT SYSTEMS SHALL NOT RECEIVE APPLIED WALL BASE

SYMBOLS LEGEND

INDICATES FLOOR FINISHCODE

INDICATES FLOOR FINISH INSTALLATION DIRECTION

SUITE 301

Ste. 275

148 S. Queen St. Ste. 201

PARTIAL FLOOR PATTERN PLAN -

LEVEL 1 AREA A

IP112A

IP

E-18E-18

E-17E-17

E-16E-16

E-X3E-X1

E-12.1 E-12.1

E-X4

E-14 E-14

E-15 E-15

E-13.8E-13.8

GG

EXISTING FLOORING

RT-01 PT-01

4' - 1" 1' - 7"

RT-02 RT-02 RT-02 RT-02

RT-01 RT-01 RT-01 RT-01

RT-03 RT-03 RT-03 RT-03

RT-03RT-03 RT-03 RT-03 RT-03 RT-03RT-03 RT-03

RT-01 RT-02

RT-03 RT-03

RT-02 RT-02 RT-02 RT-02 RT-02 RT-02 RT-02

4' - 5"

RT-02 RT-02 RT-02 RT-02 RT-02 RT-02 RT-02 RT-02 RT-02

EXAM

1N211

EXAM 1N306

EXAM (NEG)

1N206

WAIT.

PROC. 1N001E

PHONE

COFF.

OFFICE

S. TLT

ADMIN

HT/WT

EF-01

JJ

H H

II

K K

L L

M M

N N

E-X2 E-X3.6 E-X5.8

SUITE 301

Ste. 275

148 S. Queen St. Ste. 201

LEVEL 1 AREA B

IP112B

F F

2 3 4 6 85

E-20E-20

E-19E-19

E-X1

E-20.1 E-20.1

GG

ALIGN ALIGN ALIGN

RT-03 RT-03 RT-03 RT-03 RT-03 RT-03

RT-02 RT-02 RT-02 RT-02 RT-02 RT-02

RT-02 RT-02

4' - 0"

EQ FULL TILE EQ

I D

2 FULL TILES

MED. RM.

EXAM1N311

PROC. (NEG)

TLT

CL. RM.

COPY

1N301A

1N3

ISO. P. CORR.

SOIL RM.

1N6A

ALC.

1 7

SUITE 301

Ste. 275

148 S. Queen St. Ste. 201

LEVEL 1 AREA C

IP112C

D D

AA

RT-03 RT-03 RT-03 RT-03 RT-03 RT-03 RT-03 RT-03

RT-03 RT-03 RT-03 RT-03 RT-03

PT-01 CPT-01

RT-01RT-02

RT-02RT-02RT-02

RT-02 RT-02 RT-02 RT-02 RT-02 RT-02 RT-02 RT-02

N A

ALIGN ALIGN ALIGN ALIGN ALIGN

W. EXAM

STRS

TEMP. STOR.

WMN CORR.

BN116

AREAWELL

CONC.

P. TLT. 1N506

BB

5.5 5.6 5.7 6.5 6.61 7

7 7.5

SUITE 301

Ste. 275

148 S. Queen St. Ste. 201

LEVEL 1 AREA D

IP112D

UPUP

QH502

A16

QH501

F16

QH503

E7

E16

QH506

QH504

F16

EXAM 1N211

MED. RM.

1N311

PROC. (NEG)

1N000

VEST.

CL. RM.

STRS

TEMP. STOR.

BRKRM.1N206

WMN CORR.

CONC.

WAIT.1N301A

PROC.

S. TLT

1N001A

A11

A10

A13

ADMIN

QH505

A15

F11

M1840

M4045

M0512

F2000

M4040

M4705

M0515

SUITE 301

Ste. 275

148 S. Queen St. Ste. 201

EQUIPMENT AND SPECIALTIES PLAN

QH101

EQUIPMENT SCHEDULE

JSN DESCRIPTION A

IR

LL

M

MODEL

F0415 CABINET, FILING, LATERAL, FULL

HEIGHT

V V

F0635 FIXED HEIGHT DESK TABLE V V Herman Miller, Inc. DK111.1848N

F0685 24" x 48" ADJUSTABLE HEIGHT

WORKSTATION

F0795 TABLE, DINING V V

F2000 WASTEPAPER BASKET V V

F2010 WASTE PAPER BASKET, STEP-ON V V

F2015 BASKET, WASTEPAPER, METAL/

PLASTIC, 2 SWINGING DOORS

F2310 RACK, PAMPHLET, WALL MOUNTED V V

F2550 SHRED BOX V V

F3010 BOARD, BULLETIN, 48 x 48 V V

F3025 BOARD, BULLETIN, WOOD FRAMED,

36"X24"

F3065 WHITE BOARD/ BULLETIN BOARD,

COMBINATION

F3200 CLOCK, 12" DIAMETER V V

FEC FIRE EXTINGUISHER CABINET C C

K1552 BREWER, COFFEE, AUTO, ELECT, 3

BURNER, FRONT/ BACK

K4665 MICROWAVE, COMMERCIAL V V AMANA

M0506 FLAT SCREEN TELEVISION, 32" V V SAMSUNG UN40J5200

M0508 WALL-MOUNTED TELEMEDICINE

STATION.

V V GlobalMed

M0510 TELEVISION, HD, 40" V V

M0512 TELEVISION, HDTV, LARGE SCREEN, 60" V V

M0515 TELEVISION, HDTV, LARGE SCREEN, 70" V V SAMSUNG UN60J6200

M1801 COMPUTER, MICROPROCESSING, W/

FLAT PANEL MONITOR

M1805 ADJUSTABLE STANDING DESK V V Kimball Office 45W2960WSSAH

M1840 PRINTER/ COPIER/ FAX COMBINATION V V

M2055 WIRE SHELVING, ADJUSTABLE V V

M3073 INFECTIOUS WASTE BASKET, STEP-ON V V

M3150 AUTOMATIC MEDICATION DISTRIBUTION

SYSTEM (BD PYXIS)

V V BECTON, DICKINSON PYXIS

MEDSTATION ES

TOWER

M3155 AUTOMATIC MEDICATION DISTRIBUTION

SYSTEM (BD PYXIS)

M4040 TILT AND ROLL HANDRAIL SCALE W/

BMI, 1000 LB CAPACITY

V V BEFOUR

M4045 SCALE, WHEELCHAIR, 550 LB CAPACITY V V

M4116 MONITOR, VITAL SIGNS, MOBILE V V WELCH ALLYN CONNEX 6000

SERIES ON

ACCESSORY

CABLE

MANAGEMENT

STAND

M4705 PATIENT TRANSPORT CHAIR V V STRYKER PRIME TC

M7401 LIGHT, EXAM V V WELCH ALLYN 44400 GREEN

SERIES 300

M9025 EXAM TABLE V V MIDMARK 626 BARRIER-

FREE EXAM.

CHAIR

R7250 BOTTOM FREEZER REFRIGERATOR, 22

CUBIC FEET

V V WHIRLPOOL WRB322DMB

R7250M FULL SIZE MEDICAL REFRIGERATOR (BD

PYXIS)

EQUIPMENT SCHEDULE

JSN DESCRIPTION A

IR

LL

MODEL

A1010 OUTLET, COMMUNICATION, TYP. C C

A1012 TELEPHONE, WALL MOUNTED, 1 LINE V V

A1015 TELEPHONE, DESK, MULTIPLE LINE V V

A1067 MIRROR, ADA ACCESSIBLE C C

A5075 SOAP DISPENSER V C

A5077 DISPENSER, HAND SANITIZER V C

A5080 PAPER TOWEL DISPENSER V C

A5090 SANITARY NAPKIN DISPENSER V C

A5107 SURGICAL GLOVE DISPENSER, WALL

MOUNTED

A5108 SHARPS WASTE DISPOSAL UNIT, WALL

A5109 GRAB BAR, 1-1/4" DIA., SS, 2 WALL, W/C

ACCESSIBLE

A5145 DOUBLE GARMENT HOOK C C

A5180 CUBICLE, TRACK WITH CURTAIN C C Construction Specialties ON THE RIGHT

TRACK SYSTEM

A5200 TOILET TISSUE DISPENSER V C

A5210 BRACKET, TELEVISION, WALL

MOUNTED, W/ ADJUST ARM

A5220 BRACKET, TELEVISION, WALL BACKING C C

A5225 COMPUTER WITH DOUBLE FLAT PANEL

MONITORS

C02C0 CABINET, U/C/B, 1 SHELF, 1 DRAWER, 1

DO, 36x24x22 - Not Lockable

C02D0 CABINET, U/C/B, 4 DRAWER, 36x24x22 C C

C02Q0 CABINET, SINK, U/C/B, 1 DOOR, 36x18x22 C C

C02Q01 CABINET, ADA, SINK SUPPORT

(MIDMARK)

C C Herman Miller, Inc. BA00

C04P0 CABINET, SINK, U/C/B, 2 DOOR, 36x36x22 C C

C06M0 CABINET THREE DRAWERS - NOT

LOCKABLE

CB020 CABINET, W/H, GLOVE/CUP/TOWEL

DISPENSER

C C MIDMARK OD23

CD020 CABINET, WALL C C MIDMARK OA23

CD040 CABINET, W/H, 2 SHELF, 2 DO, SLOPING

TOP, 38.36.13

COA23 CABINET, WALL (MIDMARK) C C MIDMARK OA23

COA24 CABINET, WALL (MIDMARK) C C MIDMARK OA24

COD23 CABINET, W/H, GLOVE/CUP/TOWEL

DISPENSER (MIDMARK)

C C MIDMARK OD23

CT020 COUNTERTOP, SOLID SURFACE C C

E0123 WORKSTATION V V

E0903 LOCKER, SUPPLY, W/ SHELVES, WALL

MTD., 23"W x 20"D

E0906 LOCKER, SUPPLY, GENERAL, WALL

MTD, 23"W x 20"D

E0912 LOCKER, SUPPLY, MED SURG., WALL

MTD.

E0945 WORKSTATION - MOBILE V V

E0948 UNDER COUNTER STORAGE CART,

MOBILE (MIDMARK)

V V MIDMARK BM42

E1500 RAIL, MOD, W/ MNTD, HX144XD V V

F0206 SIDE CHAIR W/ ARMS, BARIATRIC V V

F0210 CHAIR, SIDE V V

F0225 CHAIR, DINING ROOM V V

F0240 EXECUTIVE SWIVEL CHAIR V V

F0275 CHAIR, SWIVEL, HIGH BACK V V

F0340 SELF ADJUSTING STOOL V V MIDMARK RITTER 277 AIR

LIFT STOOL

F0410 CABINET, FILING, HALF HEIGHT V V Herman Miller, Inc. LQ11D.24BBF

1" = 10'-0"A15

EQUIPMENT PLAN - LEVEL 01

SCOPE

OF WORK

RENOVATION

ADDITION

MIDMARK

QH501 H16

H13

H7

H10

A5108

SHARPS WASTE

DISPOSAL UNIT, WALL

M3073

INFECTIOUS WASTE

BASKET, STEP-ON

E0948

UNDER COUNTER

STORAGE CART, MOBILE

A5075

SOAP DISPENSER

A5080

PAPER TOWEL

F2010

WASTE PAPER BASKET,

STEP-ON

M7401

LIGHT, EXAM F0210

CHAIR, SIDE

M4116

MONITOR, VITAL SIGNS,

MOBILE

E0945

WORKSTATION - MOBILE

F0340

SELF ADJUSTING STOOL

A1012

TELEPHONE, WALL

MOUNTED, 1 LINE

M1801

COMPUTER,

MICROPROCESSING, W/

A5180

CUBICLE, TRACK WITH

CURTAIN

M0506

C02Q01

COD23

COA23

CT020

F0210

F3025

M9025

3' - 3"

F3200

A5145

E13

E10

M0508

WALL-MOUNTED

TELEMEDICINE STATION.

EXAM TABLE

COUNTERTOP, SOLID

LIGHT, EXAMM4116

MOBILEM1801

FLAT SCREEN

TELEVISION, 32"

CABINET, W/H,

GLOVE/CUP/TOWEL

A5210

BRACKET, TELEVISION,

WALL MOUNTED, W/

ADJUST ARM

A5145 M0508

SUITE 301

Ste. 275

148 S. Queen St. Ste. 201

ENLARGED EQUIPMENT PLANS -

EXAM ROOMS

1/2" = 1'-0"F16

ENLARGED EQUIPMENT PLAN - CONSULT/EXAM ROOM

EQUIPMENT LIST - TYP. EXAM ROOM

JSN DESCRIPTION

CUBICLE, TRACK WITH CURTAIN

A1012 TELEPHONE, WALL MOUNTED, 1 LINE

A5075 SOAP DISPENSER

A5080 PAPER TOWEL DISPENSER

A5107 SURGICAL GLOVE DISPENSER, WALL MOUNTED

A5108 SHARPS WASTE DISPOSAL UNIT, WALL MOUNTED

A5145 DOUBLE GARMENT HOOK

A5180 CUBICLE, TRACK WITH CURTAIN

A5210 BRACKET, TELEVISION, WALL MOUNTED, W/ ADJUST ARM

C02Q01 CABINET, ADA, SINK SUPPORT (MIDMARK)

COA23 CABINET, WALL (MIDMARK)

COD23 CABINET, W/H, GLOVE/CUP/TOWEL DISPENSER (MIDMARK)

CT020 COUNTERTOP, SOLID SURFACE

E0945 WORKSTATION - MOBILE

E0948 UNDER COUNTER STORAGE CART, MOBILE (MIDMARK)

F0210 CHAIR, SIDE

F0340 SELF ADJUSTING STOOL

F2010 WASTE PAPER BASKET, STEP-ON

F3025 BOARD, BULLETIN, WOOD FRAMED, 36"X24"

F3200 CLOCK, 12" DIAMETER

M0506 FLAT SCREEN TELEVISION, 32"

M0508 WALL-MOUNTED TELEMEDICINE STATION.

M1801 COMPUTER, MICROPROCESSING, W/ FLAT PANEL MONITOR

M3073 INFECTIOUS WASTE BASKET, STEP-ON

M4116 MONITOR, VITAL SIGNS, MOBILE

M7401 LIGHT, EXAM

M9025 EXAM TABLE

1/2" = 1'-0"H13

IN408 EXAM NORTH INT. ELEVATION

1/2" = 1'-0"H16

IN408 EXAM EAST INT. ELEVATION

1/2" = 1'-0"H10

IN408 EXAM WEST INT. ELEVATION

1/2" = 1'-0"H7

IN408 EXAM SOUTH INT. ELEVATION

1/2" = 1'-0"F11

ENLARGED EQUIPMENT PLAN - EXAM ROOM WITH GLOBALMED WALLDOC UNIT

1/2" = 1'-0"E16

1N213 EXAM EAST INT. ELEVATION (WALL DOC)

1/2" = 1'-0"E13

1N213 EXAM NORTH INT. ELEVATION (WALL DOC)

1/2" = 1'-0"E10

1N213 EXAM WEST INT. ELEVATION (WALL DOC)

1/2" = 1'-0"E7

1N213 EXAM SOUTH INT. ELEVATION (WALL DOC)

EXAM ROOMS WITH GLOBALMED WALLDOC UNIT

1N207 1N314 1N308 1N311 1N305 1N300 1N412 1N406 1N400

NOTES

SEE EQUIPMENT SCHEDULE ON SHEET QH101 FOR FULL DESCRIPTION OF ITEMS

SHOWN ON EQUIPMENT LISTS.

AE512

H7

H16

H13

AE510

A8

A13

AE510

D8

D16

D13

D10

E11

E9

D3

E6

H6

A3

H14

H11

H9

LIGHT, EXAM

F2310

RACK, PAMPHLET, WALL

WALL-MOUNTED

TELEMEDICINE STATION.

7"

RACK, PAMPHLET, WALL

F2010 F0210 F0340

E0945F0340M4116

E0945F0340

F2010 F0340 E0945

M4116F0340M1801 E0945

SUITE 301

Ste. 275

148 S. Queen St. Ste. 201

WOMEN'S EXAM ROOMS

1/2" = 1'-0"A16

ENLARGED EQUIPMENT PLAN - WOMEN'S HEALTH EXAM ROOMS

1/2" = 1'-0"E6

1N504 - WEST INT. ELEVATION

1/2" = 1'-0"E11

1N504 - NORTH INT. ELEVATION

1/2" = 1'-0"E9

1N504 - EAST INT. ELEVATION

1/2" = 1'-0"D3

1N504 - SOUTH INT. ELEVATION

1/2" = 1'-0"H6

1N502 - NORTH INT. ELEVATION

1N502 - EAST INT. ELEVATION

1/2" = 1'-0"E13

1N502 - SOUTH INT. ELEVATION

1/2" = 1'-0"A3

1N502 - WEST INT. ELEVATION

1N500 - NORTH INT. ELEVATION

1/2" = 1'-0"H14

1N500 - EAST INT. ELEVATION

1/2" = 1'-0"H11

1N500 - SOUTH INT. ELEVATION

1/2" = 1'-0"H9

1N500 - WEST INT. ELEVATION

EQUIPMENT LIST - WOMEN'S EXAM ROOM

E0945 WORKSTATION - MOBILE

F2310 RACK, PAMPHLET, WALL MOUNTED

F3025 BOARD, BULLETIN, WOOD FRAMED, 36"X24"

M0506 FLAT SCREEN TELEVISION, 32"

M0508 WALL-MOUNTED TELEMEDICINE STATION.

EQUIPMENT LIST - WOMEN'S EXAM ROOM,...

A5109 GRAB BAR, 1-1/4" DIA., SS, 2 WALL, W/C ACCESSIBLE

ADMIN. OFFICE

PC ASST. MANAGER

STAFF TOILET

A5109

GRAB BAR, 1-1/4" DIA.,

SS, 2 WALL, W/C

A5090

SANITARY NAPKIN

A1067

MIRROR, ADA

A5200

TOILET TISSUE

DOUBLE GARMENT HOOK

WASTEPAPER BASKET

PC MANAGER

PC MED. DIRECTOR

F0415

CABINET, FILING,

LATERAL, FULL HEIGHT

PRINTER/ COPIER/ FAX

COMBINATION

AE512E16

E10

CD040

CABINET, W/H, 2 SHELF, 2

DO, SLOPING TOP,

38.36.13

CD020

CABINET, WALL

A1015

TELEPHONE, DESK,

MULTIPLE LINE

F0635

FIXED HEIGHT DESK

TABLE

F0240

EXECUTIVE SWIVEL

F0410

CABINET, FILING, HALF

F0685

24" x 48" ADJUSTABLE

HEIGHT WORKSTATION

CD020

A1010

OUTLET,

COMMUNICATION, TYP.

F0275

CHAIR, SWIVEL, HIGH

BACK

C06M0

CABINET THREE

DRAWERS - NOT

C06M0

CABINET THREE

DRAWERS - NOT

F2550

SHRED BOX

AE510H6

H12

H8

M1805

ADJUSTABLE STANDING

DESK

WHEEL CHAIRS

AE511

A12

A9

A6

M4705

PATIENT TRANSPORT

PHONE BOOTH

1N001E

COFFEE

K1552

BREWER, COFFEE, AUTO,

ELECT, 3 BURNER,

FRONT/ BACK

AE510F12

SUITE 301

Ste. 275

148 S. Queen St. Ste. 201

OFFICE SUITE AND LOBBY

ENLARGED EQUIPMENT PLAN - OFFICE SUITE & TOILET

1/2" = 1'-0"E7

ENLARGED EQUIPMENT PLAN - V. DESK

EQUIPMENT LIST - VOL DESK

A1010 OUTLET, COMMUNICATION, TYP.

A1015 TELEPHONE, DESK, MULTIPLE LINE

C06M0 CABINET THREE DRAWERS - NOT LOCKABLE

F0275 CHAIR, SWIVEL, HIGH BACK

F2000 WASTEPAPER BASKET

F2550 SHRED BOX

M1805 ADJUSTABLE STANDING DESK

EQUIPMENT LIST - OFFICE SUITE

CD040 CABINET, W/H, 2 SHELF, 2 DO, SLOPING TOP, 38.36.13

F0240 EXECUTIVE SWIVEL CHAIR

F0410 CABINET, FILING, HALF HEIGHT

F0415 CABINET, FILING, LATERAL, FULL HEIGHT

F0635 FIXED HEIGHT DESK TABLE

F0685 24" x 48" ADJUSTABLE HEIGHT WORKSTATION

M1840 PRINTER/ COPIER/ FAX COMBINATION

EQUIPMENT LIST - STAFF TOILET

A1067 MIRROR, ADA ACCESSIBLE

A5090 SANITARY NAPKIN DISPENSER

A5200 TOILET TISSUE DISPENSER

1/2" = 1'-0"A11

ENLARGED EQUIPMENT PLAN - PATIENT TOILET

ENLARGED EQUIPMENT PHONE BOOTH & COFFEE STATION

EQUIPMENT LIST - PHONE & COFFEE BOOTH

CABINET, ADA, SINK SUPPORT (MIDMARK)

C02Q0 CABINET, SINK, U/C/B, 1 DOOR, 36x18x22

K1552 BREWER, COFFEE, AUTO, ELECT, 3 BURNER, FRONT/ BACK

A7

V. DESK AXONOMETRICS

B14

PHONE & COFFEE BOOTH AXONOMETRICS

EQUIPMENT LIST - PATIENT TOILET

F0206

M0510

TELEVISION, HD, 40"

A5145A5145

A5220

BRACKET, TELEVISION,

WALL BACKING

CLEAN ROOM

MEDICATION ROOM

M2055

M2055M2055M2055

E0912

E0906

E0903

E1500

R7250M

M3150

M3155

F2550

TEMPORARY

STORAGE

M0510

A5220

M2055M2055

M3155

M3150

R7250M

SUITE 301

Ste. 275

148 S. Queen St. Ste. 201

STAFF SUPPORT SPACES

1/2" = 1'-0"A13

ENLARGED EQUIPMENT PLAN - CONSULT

1/2" = 1'-0"F16

ENLARGED EQUIPMENT PLAN - MED. ROOM/CLEAN ROOM

ENLARGED EQUIPMENT PLAN - COPIES AND SOILED ROOM

EQUIPMENT LIST - MED. ROOM

M3150 AUTOMATIC MEDICATION DISTRIBUTION SYSTEM (BD PYXIS)

M3155 AUTOMATIC MEDICATION DISTRIBUTION SYSTEM (BD PYXIS)

R7250M FULL SIZE MEDICAL REFRIGERATOR (BD PYXIS)

EQUIPMENT LIST - CLEAN ROOM

E0903 LOCKER, SUPPLY, W/ SHELVES, WALL MTD., 23"W x 20"D

E0906 LOCKER, SUPPLY, GENERAL, WALL MTD, 23"W x 20"D

E0912 LOCKER, SUPPLY, MED SURG., WALL MTD.

E1500 RAIL, MOD, W/ MNTD, HX144XD

M2055 WIRE SHELVING, ADJUSTABLE

EQUIPMENT LIST - CONSULT

A5210 BRACKET, TELEVISION, WALL MOUNTED, W/ ADJUST ARM

A5220 BRACKET, TELEVISION, WALL BACKING

F0206 SIDE CHAIR W/ ARMS, BARIATRIC

M0510 TELEVISION, HD, 40"

EQUIPMENT LIST - COPY ALCOVE

F2550 SHRED BOX

M1840 PRINTER/ COPIER/ FAX COMBINATION

EQUIPMENT LIST - SOILED

1/2" = 1'-0"A10

ENLARGED EQUIPMENT PLAN - TEMP. STORAGE

EQUIPMENT LIST - TEMP. STORAGE

CONSULT ROOM AXONOMETRICS

E8

MED. ROOM/CLEAN ROOM AXONOMETRICS

K4665

F2015

A1012A1010

F3065

C04P0

R7250

F0225

F0795

QH505 H7

C02D0

F0795

F0225

CB020

C04P0

C02C0

SS-02

PLAM-02SCHEDULED BASE

2' - 0" 1' - 6" 3' - 0" 1' - 6"

2' - 0" 1' - 6" 3' - 0" 1' - 6"

BACKSPLASH - CT-04

SCHEDULED BASE

SUITE 301

Ste. 275

148 S. Queen St. Ste. 201

STAFF AREAS

QH505

1/2" = 1'-0"A15

ENLARGED EQUIPMENT PLAN - BREAK ROOM

EQUIPMENT LIST - BREAKROOM

C02C0 CABINET, U/C/B, 1 SHELF, 1 DRAWER, 1 DO, 36x24x22 - Not Lockable

C02D0 CABINET, U/C/B, 4 DRAWER, 36x24x22

C04P0 CABINET, SINK, U/C/B, 2 DOOR, 36x36x22

F0225 CHAIR, DINING ROOM

F0795 TABLE, DINING

F2015 BASKET, WASTEPAPER, METAL/ PLASTIC, 2 SWINGING DOORS

F3065 WHITE BOARD/ BULLETIN BOARD, COMBINATION

K1552 BREWER, COFFEE, AUTO, ELECT, 3 BURNER, FRONT/ BACK

K4665 MICROWAVE, COMMERCIAL

R7250 BOTTOM FREEZER REFRIGERATOR, 22 CUBIC FEET

BREAK ROOM AXONOMETRICS

1/2" = 1'-0"H7

EQUIPMENT ELEVATION - BREAKROOM 1N106 EAST

1/2" = 1'-0"H12

EQUIPMENT ELEVATION - BREAKROOM 1N106 NORTH

EQUIPMENT ELEVATION - BREAKROOM 1N106 WEST

PROCEDURE

SIDE CHAIR W/ ARMS,

BARIATRIC

TOILET TISSUE

AE511

H6

H9 H16

A5225

COMPUTER WITH

DOUBLE FLAT PANEL

MONITORS

QH506 E16QH506

QH506E12

TILT AND ROLL HANDRAIL

SCALE W/ BMI, 1000 LB

CAPACITY

CABINET, W/H,

GLOVE/CUP/TOWEL

D3

F3010

SUITE 301

Ste. 275

148 S. Queen St. Ste. 201

AuthorChecker

PROCEDURE ROOMS

ENLARGED EQUIPMENT PLAN - PROCEDURE ROOM

EQUIPMENT LIST - PROCEDURE ROOM

A5225 COMPUTER WITH DOUBLE FLAT PANEL MONITORS

F0206 SIDE CHAIR W/ ARMS, BARIATRIC

F3010 BOARD, BULLETIN, 48 x 48

EQUIPMENT LIST - PROCEDURE ROOM, TOILET

PROCEDURE ROOM AXONOMETRICS

IN201 PROCEDURE EAST INT. ELEVATION

IN201 PROCEDURE NORTH INT. ELEVATION

1/2" = 1'-0"H12

IN201 PROCEDURE SOUTH INT. ELEVATION

1/2" = 1'-0"E12

IN201 PROCEDURE WEST INT. ELEVATION

DESIGN CRITERIA

1. 2018 INTERNATIONAL BUILDING CODE WITH CITY OF ERIE AMMENDMENTS

2. LIVE LOAD PARAMETERS - IBC 2018 DESIGN LIVE LOADS - ASCE 7-16

GROUND SNOW---------------------------------------------------------------- 40 PSF

3. RAIN LOAD PARAMETERS - ASCE 7-16

15-MINUTE PRECIPITATION INTENSITY ----------------------------- 5.37 IN/HR

60-MINUTE PRECIPITATION INTENSITY ----------------------------- 2.59 IN/HR

4. WIND LOAD PARAMETERS - ASCE 7-16

ULTIMATE DESIGN WIND SPEED -------------------------------------- 117 MPH

RISK CATEGORY ------------------------------------------------------------- III

EXPOSURE CATEGORY --------------------------------------------------- B

5. SEISMIC DESIGN PARAMETERS - VA HANDBOOK H-18-8, ASCE 7-16

SEISMIC SPECTRAL ACCELERATIONS

Ss -------------------------------------------------------------------------- 0.107g S1 -------------------------------------------------------------------------- 0.039g

RISK CATEGORY ------------------------------------------------------------- III

Ie -------------------------------------------------------------------------- 1.25

SITE CLASS -------------------------------------------------------------------- D

DESIGN SPECTRAL ACCELERATIONS

SDS ------------------------------------------------------------------------ 0.114g SD1 ----------------------------------------------------------------------- 0.063g TL ------------------------------------------------------------------------- 12 sec

SEISMIC DESIGN CATEGORY ------------------------------------------ A

6. THE STRUCTURE SHOULD NOT BE CONSIDERED TO BE STABLE DURING CONSTRUCTION

UNTIL ALL ELEMENTS ARE IN PLACE AND CONNECTED. THE CONTRACTOR IS RESPONSIBLE

FOR ALL TEMPORARY CONSTRUCTION BRACING REQUIRED.

NOTE DESCRIPTION

1. REFER TO GEOTECHNICAL ENGINEERING STUDY BY ECS MID-ATLANTIC, LLC. PROJECT

NUMBER NO. 40:1938 DATED MAY 26, 2020 FOR DETAILED DESCRIPTION OF SUB-SURFACE

SOIL CONDITIONS.

2. THE CONTRACTOR SHALL PROVIDE A LICENSED GEOTECHNICAL ENGINEER TO VERIFY THAT

THE BUILDING SUBGRADE PREPARATION IS SUITABLE AND THAT APPROPRIATE BEARING

MATERIAL IS ACHIEVED PRIOR TO SLAB AND FOUNDATION POURS.

3. SPREAD FOOTINGS SHALL BEAR ON COMPETENT NATURAL SOILS OR NEW STRUCTURAL

FILL. IF EXISTING UNCONTROLLED FILL MATERIAL IS ENCOUNTERED BENEATH THE FOOTING,

EXISTING FILL SHALL BE UNDERCUT TO NATURAL SOILS AND THE RESULTING OVER-

EXCAVATION BE BACKFILLED WITH LEAN CONCRETE OR COMPACTED STRUCTURAL FILL TO

THE PLANNED BEARING LOCATION OF THE FOOTING.

4. ALLOWABLE BEARING CAPACITY OF SPREAD FOOTINGS ON NATURAL SOILS OR

STRUCTURAL FILL IS 3,000 PSF.

5. STRUCTURAL FILL SHALL CONSIST OF AN APPROVED MATERIAL FREE OF ORGANIC MATTER,

DEBRIS, COBBLES, AND ROCK FRAGMENTS GREATER THAN 6 INCHES. IT SHALL HAVE A

LIQUID LIMIT LESS THAN OR EQUAL TO 40 AND A PLASTICITY INDEX LESS THAN OR EQUAL TO

20. UNACCEPTABLE FILL MATERIALS INCLUDE TOPSOIL AND ORGANIC MATERIALS (OH, OL),

AND HIGH PLASTICITY SILT (MH) OR CLAY (CH).

6. ON-SITE MATERIALS MAY BE REUSED AS STRUCTURAL FILL IF THEY CONFORM TO THE

CRITERIA OUTLINED ABOVE.

7. FILL MATERIALS SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES AND MOISTURE

CONDITIONED TO WITHIN ± 2% OF THE OPTIMUM MOISTURE CONTENT. THE SOILS SHALL BE

COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH

ASTM D698, STANDARD PROCTOR METHOD. AREAS TO RECEIVE NEW FILL IN EXCESS OF 8

FEET SHOULD BE COMPACTED TO 98% OF THE MAXIMUM DRY DENSITY.

8. FOUNDATION CONCRETE SHALL BE PLACED THE SAME DAY THAT EXCAVATION ARE MADE.

9. EXISTING PAVEMENTS, SITE FEATURES, UNUSED UTILITIES AND UNSUITABLE BACKFILL

MATERIALS SHALL BE DEMOLISHED AND REMOVED PRIOR TO SUBGRADE PREPARATIONS.

10. SUBGRADE PREPARATION SHALL CONSIST OF STRIPPING EXISTING VEGETATION, ROOTMAT, TOPSOIL, DEMOLITION DEBRIS, PAVEMENTS, AND ANY OTHER SOFT OR UNSUITABLE

MATERIAL FROM THE PROPOSED BUILDING AREA. THE STRIPPING SHALL EXTEND A MINIMUM

OF 10 FEET BEYOND THE PLANNED LIMITS OF STRUCTURES AND PAVEMENTS.

11. THE EXPOSED SUBGRADE SHALL BE THOROUGHLY PROOFROLLED WITH CONSTRUCTION

EQUIPMENT HAVING A MINIMUM AXLE LOAD OF 10 TONS IN TWO PERPENDICULAR

DIRECTIONS AND OBSERVED BY THE GEOTECHNICAL ENGINEER. ANY AREA IDENTIFIED

WITH UNSTABLE SUBGRADE BY THE PROOFROLLING SHALL BE MARKED FOR REPAIR PRIOR

TO PLACING SELECT FILL OR CONSTRUCTION MATERIALS. METHODS OF REPAIR FOR

UNSTABLE SUBGRADE SHALL BE DETERMINED WITH THE GEOTECHNICAL ENGINEER.

12. SLABS-ON-GROUND SHALL BE PLACED ON A MINIMUM OF 6 INCHES OF GRANULAR MATERIAL

WITH A MAXIMUM AGGREGATE SIZE OF 1.5 INCHES AND NO MORE THAN 2% FINES. A 15 MIL

VAPOR BARRIER SHALL BE PLACED BETWEEN THE GRANULAR MATERIAL AND THE

CONCRETE SLAB.

SUBGRADE AND FOUNDATION PREP NOTES

1. UNLESS NOTED OTHERWISE, ALL DETAILING, FABRICATION, AND PLACING OF REINFORCING

STEEL SHALL CONFORM TO "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (ACI

315) AND "MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE

STRUCTURES" (ACI 315R).

2. UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE

STRENGTH OF 4000 PSI IN 28 DAYS.

3. UNLESS NOTED OTHERWISE, ALL REINFORCING STEEL SHALL BE DEFORMED BARS

CONFORMING TO ASTM A615 GRADE 60, INCLUDING SUPPLEMENTARY REQUIREMENTS.

4. UNLESS NOTED OTHERWISE, ALL SPLICES OF REINFORCING STEEL SHALL BE CLASS B

TENSION LAP SPLICES (12" MIN).

5. UNLESS NOTED OTHERWISE, ALL REINFORCING STEEL HOOKS SHALL BE ACI STANDARD 90°

HOOKS.

6. ALL OPENINGS IN CONCRETE WHERE GREATEST DIMENSION EXCEEDS 1'-0" SHALL HAVE 2- #

5 BARS ON EACH SIDE AND AT EACH CORNER. BARS SHALL EXTEND THE FULL EMBEDMENT

LENGTH (2'-0" MIN.) BEYOND EDGE OF OPENING.

7. UNLESS NOTED OTHERWISE, PROVIDE A 3/4"x3/4" CHAMFER AT ALL EXPOSED EXTERNAL

CORNERS.

8. ALL SLOTS, SLEEVES, AND OTHER EMBEDDED ITEMS SHALL BE SET PRIOR TO CONCRETE

PLACEMENT. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND VENDOR DRAWINGS

FOR SIZES AND LOCATIONS.

9. UNLESS NOTED OTHERWISE, CONCRETE COVER OVER STEEL REINFORCEMENT SHALL

CONFORM TO THE MINIMUM REQUIREMENTS OF ACI 318.

10. SIZE AND PLACEMENT OF ALL CONCRETE REINFORCEMENT AND EMBEDS SHALL BE

INSPECTED AND APPROVED PRIOR TO PLACING CONCRETE.

CONCRETE NOTES

1. ALL DETAILING, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO

THE REQUIREMENTS OF THE AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS,

AND WITH ALL LOCAL LAWS AND ORDINANCES. WHERE CONFLICTING REQUIREMENTS

OCCUR, THE MORE STRINGENT REQUIREMENT SHALL APPLY.

2. ALL W SHAPES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A992 GRADE 50. ALL C

SHAPES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36.

3. ALL ANGLES AND PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36 UNLESS

NOTED OTHERWISE.

4. ALL HOLLOW STRUCTURAL STEEL (HSS) SHALL CONFORM TO THE REQUIREMENTS OF ASTM

A500 GRADE B, Fy=46 KSI OR ASTM 1085.

5. ALL STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B

6. ALL WELDS SHALL CONFORM TO THE AMERICAN WELDING SOCIETY'S D1.1 "STRUCTURAL

WELDING CODE - STEEL"

7. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325. UNLESS NOTED OTHERWISE,

BOLTS SHALL BE 3/4" DIA. AND HOLES SHALL BE 1/16" LARGER THAN BOLT SIZE. BOLTED

CONNECTIONS ARE DESIGNED AS BEARING TYPE WITH THREADS IN SHEAR PLANE,

WASHERS SHALL BE INSTALLED UNDER NUTS OF FASTENERS WHEN REQUIRED BY THE

SPECIFICATION FOR STRUCTURAL JOINTS. ALL HIGH STRENGTH BOLTS SHALL BE

TIGHTENED TO THE SNUG TIGHT CONDITION.

8. UNLESS NOTED OTHERWISE, ALL SHOP CONNECTIONS SHALL BE MADE WITH WELDS OR

HIGH STRENGTH BOLTS.

9. UNLESS NOTED OTHERWISE, ALL FIELD CONNECTIONS SHALL BE MADE WITH HIGH

STRENGTH BOLTS.

10. NO OPENINGS MAY BE CUT IN STRUCTURAL MEMBERS UNLESS SHOWN ON THE DRAWINGS.

11. GUSSET PLATES SHALL BE 3/8" MINIMUM THICKNESS.

12. ALL ELEVATIONS IN THE BUILDING(S) ARE BASED ON A DATUM ELEVATION OF 100'-0" AT

FINISHED FLOOR.

13. ALL EXPOSED STRUCTURAL STEEL ON THE EXTERIOR OF THE BUILDING SHALL BE HOT DIP

GALVANIZED G-90 UNO.

14. STEEL FRAME IS NOT SELF SUPPORTING. ROOF DECK, FLOOR SLAB, AND SHEAR WALLS

ARE REQUIRED FOR LATERAL STABILITY OF THE FRAME AGAINST WIND AND SEISMIC

FORCES. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING REQUIRED TO MAINTAIN

THE STABILITY OF THE STRUCTURAL SYSTEM(S) UNTIL ALL ELEMENTS REQUIRED FOR

STRUCTURAL STABILITY ARE IN PLACE.

15. COLUMN ANCHOR BOLTS ARE DESIGNED FOR A COMPLETE CONDITION, ONLY.

CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING REQUIRED TO MAINTAIN

STABILITY UNTIL ALL ELEMENTS REQUIRED FOR STRUCTURAL STABILITY ARE IN PLACE.

STRUCTURAL STEEL

STRUCTURAL ABBREVIATIONS

(ALL ABBREVIATIONS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS)

AB ANCHOR BOLT

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

APPROX APPROXIMATE(LY)

ARCH ARCHITECTURAL

ASTM AMERICAN SOCIETY

OF TEST MATERIALS

BB BACK TO BACK

BC BOTTOM CHORD

BF BRACED FRAME

BL BASE LINE

BLDG BUILDING

BM BEAM

BOD BOTTOM OF DECK

BOTT BOTTOM

BP BASE PLATE

BRG BEARING

BF BRACE FRAME

BRKT BRACKET

BS BOTH SIDES

BSMT BASEMENT

BVL BEVEL

BW BOTH WAYS

C COMPRESSION

CJ CONSTRUCTION JOINT

CL CENTERLINE

CLR CLEAR OR CLEARANCE

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONT'D CONTINUED

CONN CONNECTION

CP COMPLETE PENETRATION

CTRJ CONTROL JOINT

CY CUBIC YARD

D DEPTH

DBL DOUBLE

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DP DAMP PROOFING

DWG DRAWING(S)

DWL DOWEL

E EAST

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

ELEC ELECTRICAL

EL, ELEV ELEVATION

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FAB FABRICATION

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISH FLOOR

FF FAR FACE

FF EL FINISH FLOOR ELEVATION

FIN FINISH(ED)

FS FAR SIDE

FT FOOT

FTG FOOTING

GA GAGE

GALV GALVANIZED

GB GRADE BEAM

HORIZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

HS HEADED STUD

HSS HOLLOW STEEL SECTION

O

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INT INTERIOR

JT JOINT

JST JOIST

K KIPS (1000 LBS)

KO KNOCKOUT

KSI KIPS PER SQARE INCH

LB,# POUND

LD DEVELOPMENT LENGTH

LDG LANDING

LH LEFT HAND

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LP LOW POINT

LW LONG WAY

LWC LIGHTWEIGHT CONCRETE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL

PLUMBING

MEZZ MEZZANINE

MF MOMENT FRAME

MFR MANUFACTURE(R)

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MS MIDDLE STRIP

MT STRUCTURAL TEE CUT FROM

MISCELLANEOUS STEEL

MF MOMENT FRAME

MO MASONRY OPENING

N/A NOT APPLICABLE

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OH OPPOSITE HAND

OPT OPTIONAL

PC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERP PERPENDICULAR

PG PRESTRESSED GIRDER

PL PLATE

PLG PLUMBING

PMJ PRE-MOLDED JOINT FILLER

PREL PRELIMINARY

PRM PREMOLDED

PROJ PROJECTION

PSF POUNDS PER SQUARE FOOT

PT POINT

PVC POLYVINYL CHLORIDE

PVT PAVEMENT

R RISER

RAD RADIUS

RD ROOF DRAIN

RE REFER

REINF REINFORCING (ED, MENT)

REM REMINDER

REQD REQUIRED

REV REVISION

RH RIGHT HAND

RJ RUSTICATION JOINT

RND ROUND

RO ROUND OPENING

RW RETAINING WALL

K

S SOUTH

SC SHEAR CONNECTORS

SCH SCHEDULE(D)

SECT SECTION

SHT SHEET

SIM SIMILAR

SJ SAW JOINT

SL SLOPE

SPA SPACE

SPEC SPECIFICATION(S)

SPL SPECIAL

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STR STRUCTURAL

STRUCT STRUCTURAL

SW SHEAR WALL

SYM SYMMETRICAL

T TREAD(S)

T/ TOP OF

T/CONC TOP OF CONCRETE

T/FD TOP OF FLOOR DRAIN

T/FTG TOP OF FOOTING

T/SLAB TOP OF SLAB

T&B TOP AND BOTTOM

TEMP TEMPERATURE

THK THICKNESS

THRD THREADED

TN TENSION

TOS TOP OF STEEL

TRANS TRANSVERSE

TS STRUCTURAL TUBING

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

USGS UNITED STATES

GEOLOGICAL SOCIETY

VERT VERTICAL

W WEST, WIDTH

WF WIDE FLANGE

WF WALL FOOTING

W/ WITH

W/O WITHOUT

WP WORK POINT

WT WEIGHT

WT STRUCTURAL TEE CUT FROM

WIDE FLANGE BEAM

WWF WELDED WIRE FABRIC

YD YARD

1. ALL STEEL DECKING SHALL COMPLY WITH THE SPECIFICATIONS OF THE STEEL DECK

INSTITUTE (SDI) FOR DESIGN AND ERECTION.

2. STEEL DECK FOR THE SECOND AND THIRD FLOOR SHALL BE 1 1/2" DEEP, 20 GAGE, TYPE VL, WITH 4" TOTAL SLAB DEPTH (t = 2 1/2") AND REINFORCED WITH 6x6-W1.4xW1.4 UNLESS

NOTED OTHERWISE. PROVIDE ADDITIONAL #4 BARS @ 12" OC OVER THE STEEL GIRDERS

PER H8/S551.

3. DECK SHALL BE FASTENED TO FRAMING WITH POWDER ACTUATED FASTENERS OR 5/8"

PUDDLE WELDS WITH A 36/4 LAYOUT AND 4 SIDELAP CONNECTIONS PER SPAN.

4. DECK SPECIFIED HAS BEEN DETERMINED ON THE BASIS OF A 3 SPAN CONDITION. DECK

SUPPLIER SHALL USE HEAVIER GAGE IF REQUIRED FOR ONE OR TWO SPAN CONDITION.

STEEL FLOOR DECK NOTES

1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND

SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATIONS SECTIONS, APPLY TO THIS

SECTION.

2. COLD FORMED STEEL SHALL COMPLY WITH THE STEEL STUD MANUFACTURER'S

ASSOCIATION AND SECTION 2210 OF THE IBC.

3. TYPES OF COLD-FORMED METAL FRAMING UNITS INCLUDE THE FOLLOWING:

a. C-SHAPED STEEL JOIST.

b. STEEL TRACK.

c. C-SHAPED STEEL STUD WITH OR WITHOUT STIFFENERS.

4. SYSTEM COMPONENTS: MANUFACTURER'S STANDARD LOAD-BEARING STEEL JOISTS OF

TYPE, SIZE, SHAPE, AND GAUGE AS INDICATED. WITH EACH TYPE OF METAL FRAMING

REQUIRED, PROVIDE MANUFACTURER'S STANDARD, STEEL RUNNERS (TRACKS), BLOCKING,

LINTELS, CLIP ANGLES, SHOES, REINFORCEMENTS, FASTENERS, AND ACCESSORIES FOR

APPLICATIONS INDICATED, AS NEEDED TO PROVIDE A COMPLETE METAL FRAMING SYSTEM.

5. MATERIALS AND FINISHES:

a. FOR 16-GAUGE AND HEAVIER UNITS, FABRICATE METAL FRAMING

COMPONENTS OF STRUCTURAL QUALITY STEEL SHEET WITH A MINIMUM

YIELD POINT OF 50,000 PSI;ASTM A1003, ASTM A1011, ASTM A1008, OR ASTM

A653.

b. FOR 18-GAUGE AND LIGHTER UNITS, FABRICATE METAL FRAMING

COMPONENTS OF COMMERCIAL QUALITY STEEL SHEET WITH A MINIMUM

YIELD POINT OF 33,000 PSI; ASTM A1003, ASTM A1011, ASTM A1008, OR ASTM

A653.

c. PROVIDE GALVANIZED FINISH TO METAL FRAMING COMPONENTS

COMPLYING WITH ASTM A653 FOR MINIMUM G60 COATING.

d. PROVIDE PRIME-COATED FINISHED WITH ONE COAT OF SHOP-APPLIED RED-

OXIDE, ZINC-CHROMATE, OR OTHER SIMILAR RUST INHIBITIVE PRIMER.

6. FINISH OF INSTALLATION ACCESSORIES TO MATCH THAT OF MAIN FRAMING COMPONENTS,

UNLESS OTHERWISE INDICATED.

a. FASTENERS: PROVIDE NUTS, BOLTS, WASHERS, SCREWS AND OTHER

FASTENERS WITH CORROSION-RESISTANT PLATED FINISH.

b. ELECTRODES FOR WELDING: COMPLY WITH AWS CODE AND AS

RECOMMENDED BY STUD MANUFACTURER.

c. GALVANIZING REPAIR: WHERE GALVANIZED SURFACES ARE DAMAGED, PREPARE SURFACES AND REPAIR IN ACCORDANCE WITH PROCEDURES

SPECIFIED IN ASTM A780.

7. FRAMING COMPONENTS MAY BE PREFABRICATED INTO ASSEMBLIES BEFORE ERECTION.

FABRICATE PANELS PLUMB, SQUARE, TRUE TO LINE, AND BRACED AGAINST RACKING WITH

JOINTS WELDED. PERFORM LIFTING OF PREFABRICATED UNITS TO PREVENT DAMAGE OR

DISTORTION.

8. FABRICATE UNITS IN JIG TEMPLATES TO HOLD MEMBERS IN PROPER ALIGNMENT AND

POSITION AND TO ASSURE CONSISTENT COMPONENT PLACEMENT.

9. ATTACH SIMILAR COMPONENTS BY WELDING. ATTACH DISSIMILAR COMPONENTS BY

WELDING, BOLTING, OR SCREW FASTENERS, AS STANDARD PER MANUFACTURER.

10. WIRE TYING OF FRAMING COMPONENTS IS NOT PERMITTED.

11. FABRICATION TOLERANCES: FABRICATE UNITS TO A MAXIMUM ALLOWABLE TOLERANCE

VARIATION FROM PLUMB, LEVEL, AND TRUE TO LINE OF 1/8 INCH IN 10 FEET.

12. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S PRINTED OR

WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.

13. INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUDS. ALIGN TRACKS ACCURATELY TO

LAYOUT AT BASE AND TOPS OF STUDS. SECURE TRACKS AS RECOMMENDED BY STUD

MANUFACTURER FOR TYPE OF CONSTRUCTION INVOLVED, EXCEPT DO NOT EXCEED 16

INCHES O.C. SPACING FOR NAIL OR POWDER-DRIVEN FASTENERS AND FOR OTHER TYPES

OF ATTACHMENT. PROVIDE FASTENERS AT CORNERS AND ENDS OF TRACKS. ATTACH

TRACKS TO FOUNDATION WALL WITH MINIMUM 1/2"Øx10" LONG ANCHOR BOLTS AT 32" O.C.

MAX SPACING. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT

LOCATED WITHIN 2" OF EACH END OF EACH PIECE.

14. INSTALLATION OF WALL STUDS: SECURE STUDS TO TRACKS BY EITHER WELDING OR

SCREW FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES.

15. PROVIDE DEFLECTION ALLOWANCE BELOW SUPPORTED HORIZONTAL BUILDING FRAMING IN

CEILING OR HEAD TRACK FOR NON LOAD-BEARING FRAMING.

16. WHERE JOIST SYSTEM ABUTS STRUCTURAL COLUMNS OR WALLS, INCLUDING MASONRY

WALLS, ANCHOR ENDS OF STIFFENERS TO SUPPORTING STRUCTURE.

17. INSTALL SUPPLEMENTARY FRAMING, BLOCKING, AND BRACING IN METAL FRAMING SYSTEM

WHERE EVER WALL OR PARTITIONS ARE INDICATED TO SUPPORT FIXTURES, EQUIPMENT,

SERVICES, CASEWORK, HEAVY TRIM AND FURNISHINGS, AND SIMILAR WORK REQUIRING

ATTACHMENT TO THE WALL OR PARTITION. WHERE TYPE OF SUPPLEMENTARY SUPPORT IS

NOT OTHERWISE INDICATED, COMPLY WITH STUD MANUFACTURER'S RECOMMENDATIONS

AND INDUSTRY STANDARDS IN EACH CASE, CONSIDERING WEIGHT OR LOADING RESULTING

FROM ITEM SUPPORTED.

COLD FORMED STEEL FRAMING NOTES

1. ALL STEEL DECKING SHALL COMPLY WITH THE SPECIFICATIONS OF THE STEEL DECK

INSTITUTE (SDI) FOR DESIGN AND ERECTION.

2. ROOF DECK SHALL BE 1 1/2" DEEP, 20 GA. (0.0312"), TYPE B, GALV G-60, WITH A MINIMUM SECTION MODULUS OF 0.234 IN3, A MINIMUM MOMENT OF INERTIA OF 0.212 IN4, A MINIMUM

YIELD STRENGTH OF 33 KSI, AND SHALL HAVE NESTED TYPE SIDE JOINTS.

3. STEEL ROOF DECK SPECIFIED HAS BEEN DETERMINED ON THE BASIS OF A 3 SPAN

CONDITION. DECK SUPPLIER SHALL USE HEAVIER GAGE IF REQUIRED FOR ONE OR TWO

SPAN CONDITIONS.

4. STEEL ROOF DECK SHALL BE FASTENED TO FRAMING WITH MECHANICAL DECK FASTENERS

OR 5/8" PUDDLE WELDS AT A 36/7 PATTERN. PROVIDE 4 SIDELAP FASTENERS PER SPAN.

5. DECK DETAILS AND FASTENING PATTERNS DIFFERING FROM THOSE CALLED OUT SHALL BE

SUBMITTED TO THE ENGINEER FOR APPROVAL, PRIOR TO PROCEEDING WITH FABRICATION

AND INSTALLATION.

6. REQUIRED SUPPORTING CALCULATIONS AND DATA SHALL BE BASED UPON THE STEEL DECK

INSTITUTE'S DIAPHRAGM DESIGN MANUAL. SIDELAP WELDING IS NOT RECOMMENDED FOR

22 GA. (0.0269") THICK DECKS.

STEEL ROOF DECK NOTES

1. ALL CMU WALLS SHALL BE DETAILED ACCORDING TO THE REQUIREMENTS OF ACI 530-11 AND

THE PROJECT DOCUMENTS. WHERE CONFLICTS ARISE, THE MORE STRINGENT CRITERIA

SHALL APPLY.

2. CONCRETE MASONRY UNITS (CMU) MUST HAVE A MINIMUM COMPRESSIVE STRENGTH (f'm) OF

1900 PSI AT 28 DAYS.

3. REINFORCEMENT SHALL MEET THE REQUIREMENTS OF ASTM A615.

4. HORIZONTAL WALL REINFORCEMENT SHALL BE FULLY GROUTED BOND BEAMS W/ 2- #5 BARS

@ 48" OC VERT, TYP.

5. MORTAR SHALL BE PORTLAND CEMENT-LIME AND SHALL COMPLY WITH ASTM C270, TYPE S.

6. GROUT SHALL COMPLY WITH ASTM C476, 2000 PSI.

7. THE BOTTOM CMU COURSE SHALL BE A FULLY GROUTED BOND BEAM W/ 2- #5 BARS.

8. VERTICAL WALL REINFORCEMENT SHALL BE #5 BARS @ 32" O.C. IN A FULLY GROUTED CELL.

VERTICAL REINFORCEMENT SHALL BE HOOKED INTO THE BOND BEAM AT THE TOP OF ALL

WALLS.

9. PROVIDE DOWELS AT THE SAME SIZE AND SPACING AS THE WALL REINFORCING, 4'-0" LONG

WITH 25" EMBEDED DEPTH INTO SUPPORTING CONCRETE. PROVIDE TWO DOWELS IN CELLS

ADJACENT TO WALL OPENINGS AND AT ENDS OF WALLS.

10. PROVIDE 2- #4 VERTICAL BARS IN GROUTED CELLS ADJACENT TO WALL OPENINGS.

MASONRY NOTES

DESCRIPTIONNOTE

POST INSTALLED ANCHOR SYSTEM NOTES

1. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE

CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE

ENGINEER–OF-RECORD PRIOR TO INSTALLING POST-INSTALLED ANCHORS IN PLACE OF

MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING

POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL

BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER’S WRITTEN

INSTRUCTIONS. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE

SPECIFIED BELOW SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER-OF-

RECORD ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A

REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE

THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT

EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING

THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE

BUILDING CODE. PROVIDE CONTINUOUS OR PERIODIC SPECIAL INSPECTION FOR ALL

ADHESIVE AND MECHANICAL ANCHORS PER THE PRODUCT’S APPLICABLE ICC-ES

EVALUATION REPORT (ICC-ES ESR). CONTACT MANUFACTURER’S REPRESENTATIVE

FOR THE INITIAL TRAINING AND INSTALLATION OF ANCHORS AND FOR PRODUCT

RELATED QUESTIONS AND AVAILABILITY. CALL SIMPSON STRONG-TIE AT (800) 999-5099.

CALL HILTI AT (866) 445-8827. CALL DEWALT AT (800) 524-3244.

2. CONCRETE ANCHORS:

ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN

ACCORDANCE WITH ACI 355.4 AND ICC-ES AC308 FOR CRACKED AND UNCRACKED

CONCRETE RECOGNITION. POST INSTALLED EXPANSION ANCHORS, UNDERCUT

ANCHORS, AND SCREW ANCHORS SHALL MEET THE ASSESSMENT CRITERIA OF ACI

355.2. INSTALLATION SHALL BE IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S

PRINTED INSTALLATION INSTRUCTIONS. HORIZONTAL AND/OR UPWARD INCLINED

INSTALLATION ORIENTATION SHALL BE PERFORMED BY A CERTIFIED ADHESIVE ANCHOR

INSTALLER. CONCRETE SHALL MEET THE FOLLOWING CONDITIONS FOR INSTALLATION

AND PERFORMANCE OF ADHESIVE ANCHORS:

MINIMUM AGE OF CONCRETE AT TIME OF INSTALLATION: 21 DAYS

MAXIMUM SERVICE TEMPERATURE: 110° F

SERVICE MOISTURE CONDITION OF CONCRETE: DRY

CONCRETE WEIGHT: NORMAL WEIGHT

SPECIAL INSTALLATION AND LOADING CONDITIONS: OVER