Attachment 03_Drawings 07122024 Part 2.pdf

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

ROOF PITCH SYMBOLTYPICAL KEYNOTE

6#

DESIGN CRITERIA

1. BUILDING CODES

a. INTERNATIONAL BUILDING CODE 2021 EDITION

b. MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES, ASCE 7-22

2. LIVE LOAD

ROOF 20 PSF

PLATFORM 60 PSF

3. SNOW LOAD

GROUND SNOW LOAD, Pg 20 PSF

4. WIND LOADS

ANALYSIS PROCEDURE DIRECTIONAL PROCEDURE

WIND SPEED, V (3 SECOND GUST) 115 MPH

RISK CATEGORY III

EXPOSURE B

5. SEISMIC LOADS

ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

RISK CATEGORY III

SOIL SITE CLASS D, ASSUMED

MAPPED SPECTRAL RESPONSE ACCELERATION, Ss 0.104

MAPPED SPECTRAL RESPONSE ACCELERATION, S1 0.048

LONG-PERIOD TRANSITION PERIOD, Tl 12 SEC.

SEISMIC FORCE RESISTING SYSTEM BUILDING FRAME SYSTEM,

STEEL SYSTEMS NOT

SPECIFICALLY DETAILED FOR

SEISMIC RESISTANCE.

SEISMIC DESIGN CATEGORY B

GENERAL CONSTRUCTION SPECIFICATION

1. THIS STRUCTURE IS ONLY STABLE IN ITS COMPLETED FORM. THE CONTRACTOR SHALL

PROVIDE ALL REQUIRED TEMPORARY BRACING DURING CONSTRUCTION TO STABILIZE THE

STRUCTURE. TEMPORARY SHORING AND BRACING METHODS ARE NOT THE RESPONSIBILITY

OF APOGEE CONSULTING GROUP AND ARE BEYOND THE SCOPE OF THESE DRAWINGS.

2. THE SER IS NOT RESPONSIBLE FOR CONSTRUCTION SEQUENCES, METHODS, OR

TECHNIQUES IN CONNECTION WITH THE CONSTRUCTION OF THIS STRUCTURE. THE SER WILL

NOT BE HELD RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CONFORM TO THE

CONSTRUCTION DOCUMENTS, SHOULD ANY NON-CONFORMITIES OCCUR.

3. ANY STRUCTURAL ELEMENTS OR DETAILS NOT FULLY DEVELOPED ON THE CONSTRUCTION

DRAWINGS SHALL BE COMPLETED UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEER. THESE SHOP DRAWINGS SHALL BE SUBMITTED TO APOGEE CONSULTING GROUP

FOR REVIEW BEFORE ANY CONSTRUCTION BEGINS.

4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH AND COORDINATED WITH

THE ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND CIVIL DRAWINGS. SHOULD

ANY DISCREPANCIES BECOME APPARENT THE CONTRACTOR SHALL NOTIFY APOGEE

CONSULTING GROUP BEFORE ANY CONSTRUCTION BEGINS.

5. THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR ANY SECONDARY

STRUCTURAL ELEMENTS OR NON-STRUCTURAL ELEMENTS, EXCEPT FOR THE ELEMENTS

SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS.

MATERIAL SPECIFICATION

1. ALL STRUCTURAL STEEL TO BE PREFERRED MATERIAL SPECIFICATION IN ACCORDANCE WITH:

a. AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

b. AISC 348-14, RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS

c. AISC 303-16, CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.

2. ALL WELDING TO BE PERFORMED BY CERTIFIED WELDERS AND IN ACCORDANCE WITH:

a. AWS D1.1:2015, STRUCTURAL WELDING CODE - STEEL

3. ALL GALVANIZED STEEL SHALL BE IN ACCORDANCE WITH:

a. ASTM A123/A123M-15, "STANDARD SPECIFICATION FOR ZINC (HOT-DIP GALVANIZED) COATINGS

ON IRON AND STEEL PRODUCTS."

b. ASTM A153/A153M-16a, "STANDARD SPECIFICATION FOR ZINC COATING (HOT-DIP) ON IRON

AND STEEL HARDWARE."

c. ASTM A780-09 (2015), "STANDARD PRACTICE FOR REPAIR OF DAMAGED AND UNCOATED

AREAS OF HOT-DIP GALVANIZED COATINGS."

d. ASTM D6386-16a, "STANDARD PRACTICE FOR PREPARATION OF ZINC (HOT-DIPPED

GALVANIZED) COATED IRON AND STEEL PRODUCTS AND HARDWARE SURFACES FOR

PAINTING."

SUBMITTALS

1. SHOP DRAWINGS AND SUBMITTALS SHALL BE SUBMITTED TO APOGEE CONSULTING GROUP,

P.A. FOR REVIEW BEFORE ANY CONSTRUCTION BEGINS. THESE SUBMITTALS WILL BE

REVIEWED FOR OVERALL COMPLIANCE AS IT RELATES TO THE STRUCTURAL DESIGN OF

THIS PROJECT. VERIFICATION OF THE SHOP DRAWINGS FOR DIMENSIONS, OR FOR ACTUAL

FIELD CONDITIONS IS NOT THE RESPONSIBILTY OF APOGEE CONSULTING GROUP, P.A.

2. HIGHLIGHT, ENCIRCLE, OR OTHERWISE SPECIFICALLY IDENTIFY DEVIATIONS FROM THE

CONTRACT DOCUMENTS ON SUBMITTALS.

3. REVIEW EACH SUBMITTAL AND CHECK FOR COORDINATION WITH OTHER TRADES AND FOR

COMPLIANCE WITH THE CONTRACT DOCUMENTS. NOTE CORRECTIONS AND FIELD

DIMENSIONS. MARK WITH APPROVAL STAMP BEFORE SUBMITTING TO APOGEE

CONSULTING GROUP, P.A. STAMP SHALL INCLUDE NAME OF REVIEWER, DATE OF

CONTRACTOR'S APPROVAL, AND STATEMENT CERTIFYING THAT SUBMITTAL HAS BEEN

REVIEWED, CHECKED, AND APPROVED FOR COMPLIANCE WITH THE CONTRACT

DOCUMENTS.

4. WHERE PROFESSIONAL DESIGN SERVICE OR CERTIFICATIONS BY A DESIGN PROFESSIONAL

ARE SPECIFICALLY REQUIRED OF THE CONTRACTOR BY THE CONTRACT DOCUMENTS,

PROVIDE PRODUCTS AND SYSTEMS COMPLYING WITH SPECIFIC PERFORMANCE AND

DESIGN CRITERIA INDICATED. IN ADDITION, SUBMIT COPIES OF A STATEMENT, SIGNED AND

SEALED BY THE RESPONSIBLE DESIGN PROFESSIONAL, FOR EACH PRODUCT AND SYSTEM

SPECIFICALLY ASSIGNED TO THE CONTRACTOR TO BE DESIGNED OR CERTIFIED BY A

DESIGN PROFESSIONAL.

5. PROVIDE THE FOLLOWING SUBMITTALS FOR THIS PROJECT:

a. STRUCTURAL STEEL

1. SHOP DRAWINGS: SHOW FABRICATION OF STRUCTURAL STEEL COMPONENTS.

2. WELDING PROCEDURES AND WELDING CERTIFICATES WITH CONTINUITY LOGS

AS REQ'D.

3. ALL CONNECTIONS NOT FULLY DEVELOPED IN THESE DOCUMENTS SHALL BE

DESIGNATED AS A DELEGATED DESIGN IN ACCORDANCE WITH AISC 303-22, SECT

3.1.2(3).

a. NO RESTRICTIONS ON TYPE OF CONNECTION.

b. LOADS ARE PROVIDED ON FRAMING PLANS. (USE 10k MINIMUM WHERE NO

LOAD IS SHOWN.)

c. ALL LOADS ARE SERVICE-LOAD LEVEL (UNFACTORED).

d. LRFD OR ASD MAY BE USED IN THE SELECTION AND DESIGN OF

CONNECTIONS.

e. PROVIDE CALCULATIONS FOR ALL CONNECTIONS NOT FULLY DEVELOPED

IN THESE DOCUMENTS, CERTIFIED BY A LICENSED PROFESSIONAL

ENGINEER WORKING FOR THE FABRICATOR.

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/2

/2

:5

:0

A

M C

U s e rs

\a c ru z \D o c u m e n ts

\S

-0

A n n

A rb o r-

E H

R M

B ld g -0 a c ru z T

Z J

.r v t

S-001

STRUCTURAL SYMBOLS,

ABBREVIATIONS AND NOTES

1 5AC

EHRM INFRASTRUCTURE

UPGRADES

VA ANN ARBOR HEALTHCARE SYSTEM

2215 FULLER ROAD, ANN ARBOR, MI

48105 FEBRUARY 28, 2024

BID DOCUMENTS

506-21-70521-092

BM

ABBREVIATIONS

STRUCTURAL SYMBOL LEGEND

DESIGN CRITERIA

GENERAL NOTES

MATERIAL SPECIFICATIONS

SUBMITTALS

DocuSign Envelope ID: F024BA2E-7BBC-4DFF-BDAC-B255F954C023

2/26/2024

B CB.75B.3

6.5

7.5

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

EXISTING

W21X50

EXISTING

W21X50

EXISTING

W21X50

EXISTING

W21X50

EXISTING

W21X50

EXISTING

W21X50

EXISTING

W21X50

EXISTING

W30X99

EXISTING

W30X99

EXISTING

W30X99

EXISTING

W30X99

EXISTING

W30X99

EXISTING

W30X99

EXISTING

W30X99

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

15'-7" 15'-6" 15'-7" 11'-7"

N

EW

H

SS

6X 6X

1/

PO

S T U

P

N

EW

H

SS

6X 6X

1/

PO

S T U

P

S-301

S-301

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/2

/2

:5

:0

A

M C

U s e rs

\a c ru z \D o c u m e n ts

\S

-0

A n n

A rb o r-

E H

R M

B ld g -0 a c ru z T

Z J

.r v t

S-101

LO ROOF FRAMING PLAN

2 5AC

EHRM INFRASTRUCTURE

UPGRADES

VA ANN ARBOR HEALTHCARE SYSTEM

2215 FULLER ROAD, ANN ARBOR, MI

48105 FEBRUARY 28, 2024

BID DOCUMENTS

506-21-70521-092

BM

N O R

TH

0 4 8 16

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Scale: 1/4" = 1'-0"

LO ROOF FRAMING PLAN

A. T/BEAM ELEVATION (+831'-4).

N O R

TH

0 4 8 16

Scale: 1/4" = 1'-0"

LOW ROOF FRAMING PLAN

LOW ROOF FRAMING PLAN

B CB.75B.3

6.5

7.5

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

EXISTING

W24X55

EXISTING

W21X44

EXISTING

W24X76

EXISTING

W21X44

EXISTING

W24X76

EXISTING

W21X44

EXISTING

W24X76

EXISTING

W21X44

EXISTING

W24X76

EXISTING

W24X55

W21X68

W21X68

W X

W X

W10X12

W10X12

W10X33

W10X33

W10X12

W X

W X

W X

W10X12

W X

W10X12

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

S-201

S-201

S-201

S-201

S-201

W10X12

5'-8 1/2"

VERIFY w/ MANUFACTURER

8'-10" 5'-8 1/2"

20'-3"

/2

V E

R

IF

Y w

M

A N

U F

A C

T U

R E

R

/2

KB

KB

F L U

ID

C

O O

L E

R ,0

M

A X

S-301

EXIS

TIN

G

H S S6X

6X 1/

EXIS

TIN

G

H S S6X

6X 1/

GRATING

SPAN DIRECTION

S-301

25k 25k k k

25k 25k k k

N

EW

H

SS

6X 6X

1/

N

EW

H

SS

6X 6X

1/

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/2

/2

:5

:0

A

M C

U s e rs

\a c ru z \D o c u m e n ts

\S

-0

A n n

A rb o r-

E H

R M

B ld g -0 a c ru z T

Z J

.r v t

S-102

PLATFORM FRAMING PLAN

3 5AC

EHRM INFRASTRUCTURE

UPGRADES

VA ANN ARBOR HEALTHCARE SYSTEM

2215 FULLER ROAD, ANN ARBOR, MI

48105 FEBRUARY 28, 2024

BID DOCUMENTS

506-21-70521-092

BM

N O R

TH

0 4 8 16

1 EXISTING 2-LINE GUARDRAIL

2 NEW GALVANIZED 2-LINE GUARDRAIL

3 NEW GALVANIZED BAR GRATING TO MATCH

EXISTING (19W4 w/ 1" x 3/16" BEARING BARS, MIN.)

4 REMOVE EXISTING GUARDRAIL IN DENOTED

AREA

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Scale: 1/4" = 1'-0"

PLATFORM FRAMING PLAN

A. NEW T/BEAM ELEVATION TO MATCH

EXISTING PLATFORM (+837'-0).

B. KB DENOTES EXISTING KNEE BRACE TO BE

FIELD MODIFIED. SEE DETAIL 1/S301.

C. ALL NEW STEEL TO BE HOT-DIPPED

GALVANIZED AND FIELD PAINTED. DO NOT

QUENCH.

D. SEE MECHANICAL DWGS FOR NEW ROOF

MOUNTED, 70 TON FLUID COOLER UNIT &

DETAILS.

E. GC TO CONSULT WITH VA-ANN ARBOR ROOF

MAINTENANCE WARRANTY/SUPPLIER FOR

ROOF PENETRATION STANDARDS &

REQUIREMENTS PRIOR TO ANY ROOF WORK

BEING PERFORMED.

PLATFORM FRAMING

PLAN

837' - 0"

S-301

S-301

LO ROOF FRAMING PLAN

831' - 4"

PLATFORM FRAMING

PLAN

837' - 0"

4"

S-301

S-301

S-301

PLATFORM FRAMING

PLAN

837' - 0"

S-301

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/2

/2

:5

:0

A

M C

U s e rs

\a c ru z \D o c u m e n ts

\S

-0

A n n

A rb o r-

E H

R M

B ld g -0 a c ru z T

Z J

.r v t

S-201

SECTIONS

4 5AC

EHRM INFRASTRUCTURE

UPGRADES

VA ANN ARBOR HEALTHCARE SYSTEM

2215 FULLER ROAD, ANN ARBOR, MI

48105 FEBRUARY 28, 2024

BID DOCUMENTS

506-21-70521-092

BM

Scale: 3/4" = 1'-0"

Section 1

Scale: 3/4" = 1'-0"

Section 2

Scale: 3/4" = 1'-0"

Section 3

PLATFORM FRAMING

PLAN

837' - 0"

NEW GRATING

NEW BEAM

SEE PLAN

EXISTING HSS BRACE

TO REMAIN

EXISTING HSS BRACE

TO BE DEMO'D

1/4

BRACE TO

NEW BEAM

PLATFORM FRAMING

PLAN

837' - 0"

1/4

BRACE TO

BEAM

EXISTING BRACE

NOTE 1

EXISTING POST

NOTES:

1. CUT BACK EXISTING SCREEN WALL ANGLE BRACE

AS REQ'D FOR NEW BEAM INSTALLATION. WELD

EXISTING BRACE TO NEW BEAM.

PLATFORM FRAMING

PLAN

837' - 0"

NEW W21

SEE PLAN

NEW GRATING

SEE PLAN

NEW GUARDRAIL

SEE PLAN

NEW HSS

SEE PLAN

AISC FULL DEPTH CONNECTION

1/4" CAP ⅊

EXISTING HSS 10 x 6

NEW HSS 6 x 6

5/16

BASE ⅊ 3/4"

EXISTING BEAM

SEE PLAN

1/4

PLATFORM FRAMING

PLAN

837' - 0"

EXISTING BEAM

SEE PLAN

EXISTING GRATINGNEW GRATING

SEE PLAN

EXISTING GUARDRAIL

TO BE DEMO'D

NEW BEAM

SEE PLAN

AISC FULL DEPTH

CONNECTION

'-9

3/16

TYP

3/16

POST TO

BEAM

TOP RAIL

NOTE 1

⅊ 1/4 x 4

CONT.

NEW BEAM

SEE PLAN

SADDLE-STYLE CLIP

TOP OF GRATING

POST @ 4'-0 o.c. MAX

NOTE 1

MID RAIL

NOTE 1

NOTES:

1. TOP RAIL, MID RAIL, & POST TO BE GALVANIZED 1-1/2"ø STD. PIPE SCH. 40, U.N.O.

/4

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/2

/2

:5

:0

A

M C

U s e rs

\a c ru z \D o c u m e n ts

\S

-0

A n n

A rb o r-

E H

R M

B ld g -0 a c ru z T

Z J

.r v t

S-301

DETAILS

5 5AC

EHRM INFRASTRUCTURE

UPGRADES

VA ANN ARBOR HEALTHCARE SYSTEM

2215 FULLER ROAD, ANN ARBOR, MI

48105 FEBRUARY 28, 2024

BID DOCUMENTS

506-21-70521-092

BM

Scale: 1 1/2" = 1'-0"

DETAIL 1

Scale: 1 1/2" = 1'-0"

DETAIL 2

Scale: 1 1/2" = 1'-0"

DETAIL 3

Scale: 1 1/2" = 1'-0"

DETAIL 4

Scale: 1 1/2" = 1'-0"

DETAIL 5

Scale: 1 1/2" = 1'-0"

DETAIL 7

Scale: 1 1/2" = 1'-0"

DETAIL 6