553-17-101 BID Drawings.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of

Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e r s a k e n n e d y D o c u m e n t s

V

A

D e t r o i t

V a k e n n e d y g u i d o n d e s i g n c o m r v t

P

M

GI000

COVER SHEET

GUIDON DESIGN

1221 N. PENNSYLVANIA ST.

INDINANAPOLIS, IN 46202

317-800-6388

MARK VANDERWOUDE

GHAFARI ASSOCIATES

17101 MICHIGAN AVE.

DEARBORN, MI 48126

CRAIG WESTRICK

ANTI-CLIMBING SYSTEM FOR

PARKING GARAGE

DETROIT, MI

553-17-101

NA

09/19/2019 MAV ADK

BID DOCUMENTS

JOHN D. DINGELL VAMC

DETROIT, MI

BID DOCUMENTS

ANTI-CLIMBING SYSTEM

FOR PARKING GARAGE

313-441-3000

553-17-101

SHEET LIST

SHEET NUMBER SHEET NAME

GI000 COVER SHEET

GI001 GENERAL NOTES

AD301 NORTH DECK DEMO ELEVATIONS

AD302 SOUTH DECK DEMO ELEVATIONS

AS101 NORTH DECK FLOOR PLANS

AS102 NORTH DECK FLOOR PLANS

AS103 NORTH DECK FLOOR PLANS

AS104 SOUTH DECK FLOOR PLANS

AS105 SOUTH DECK FLOOR PLANS

AS106 SOUTH DECK FLOOR PLANS

AS301 NORTH DECK ELEVATIONS

AS302 SOUTH DECK ELEVATIONS

AS501 SECTIONS AND DETAILS

AS502 SECTIONS AND DETAILS

EE101 ELECTRICAL DETAILS

Contact:Contact: Contact:

GHAFARI ASSOCIATES, LLC

CRAIG WESTRICK

ENGINEER

MECHANICAL,

ELECTRICAL & PLUMBING

DEPT. OF VETERANS AFFAIRS

JOHN D. DINGELL VAMC

ROBERT PETERS

CONTRACTING OFFICER'S

REPRESENTATIVE

4646 JOHN R. STREET

DETROIT, MI 48201

p: 313.576.1000 x 61933 e: robert.peters8@va.gov

OWNER

GUIDON DESIGN INC.

MARK VANDERWOUDE

PROJECT MANAGER

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204 p: 317.800.6388 x 119 e: mvanderwoude@guidondesign.com

ARCHITECT

& ENGINEER

17101 Michigan Ave, Dearborn, Michigan 48126 p: 313.441.3000 x 8225 e: cwestrick@ghafari.com

AREA MAP

VICINITY MAP

DETROIT VAMC

PROJECT LOCATION

NORTH DECK SOUTH DECK

BID ALTERNATES

ALT DESCRIPTION

1) EXISTING ANTI-CLIMB ON LEVEL 1 TO REMAIN.

DO NOT INSTALL NEW ANTI-CLIMB ON LEVEL 1.

2) EXISTING ANTI-CLIMB ON LEVEL 2 TO REMAIN.

DO NOT INSTALL NEW ANTI-CLIMB ON LEVEL 2.

MEDICAL CENTER DIRECTOR ASSOCIATE MEDICAL CENTER DIRECTOR

CHIEF FACILITIES MANAGEMENT CHIEF ENGINEERING SECTION

CHIEF OF POLICE

Revisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of

Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e r s a k e n n e d y D o c u m e n t s

V

A

D e t r o i t

V a k e n n e d y g u i d o n d e s i g n c o m r v t

P

M

GI001

GENERAL NOTES

GUIDON DESIGN

1221 N. PENNSYLVANIA ST.

INDINANAPOLIS, IN 46202

317-800-6388

MARK VANDERWOUDE

GHAFARI ASSOCIATES

17101 MICHIGAN AVE.

DEARBORN, MI 48126

CRAIG WESTRICK

ANTI-CLIMBING SYSTEM FOR

PARKING GARAGE

DETROIT, MI

553-17-101

NA

09/19/2019 MAV ADK

BID DOCUMENTS

313-441-3000

GENERAL

THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS, MEANS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF

NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIEDOWNS, ETC.

THE DRAWINGS SHALL BE USED IN CONJUNCTION WITH SPECIFICATIONS.

THE GENERAL NOTES ON THE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE FULL WRITTEN MATERIAL SPECIFICATIONS (IF ANY) FOR THE PROJECT. IF A DISCREPANCY OCCURS BETWEEN THE NOTES AND THE FULL SPECIFICATIONS, THE MORE STRINGENT

REQUIREMENT SHALL APPLY.

NO PENETRATIONS THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN ON THE DRAWINGS, SHALL BE MADE WITHOUT

THE APPROVAL OF THE COR.

CONTRACTOR TO COORDINATE ALL EQUIPMENT, ROOF DRAINS, CHASES, AND OTHER ITEMS CONNECTED TO THE STRUCTURE BEFORE

FABRICATION BEGINS.

1.

2.

SHOP DRAWING SUBMITTALS

THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS TO ENABLE HIM TO FABRICATE, ERECT AND CONSTRUCT ALL PARTS OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THESE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS, ACCURACY AND FIT OF WORK.

ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE COR. DRAWINGS SUBMITTED WITHOUT

CONTRACTOR'S REVIEW WILL BE RETURNED UNCHECKED.

SUBMIT ELECTRONIC VERSIONS OF SHOP DRAWINGS. SUBMIT SHOP DRAWINGS IN PDF FORMAT.

SUBMIT SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS:

STRUCTURAL STEEL (INCLUDING DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED FOR ALL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS) WIRE METAL MESH SYSTEM (INCLUDING DESIGN CALCULATIONS AND CONNECTION DETAILS SEALED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED)

1.

2.

3.

PRODUCT DATA SUBMITTALS

THE CONTRACTOR SHALL SUBMIT FOR APPROVAL PRODUCT DATA FOR THE SPECIFIC ITEMS LISTED BELOW. CONTRACTOR SHALL NOT

USE PRODUCTS OTHER THAN THOSE SUBMITTED WITHOUT THE APPROVAL OF THE COR.

MANUFACTURER'S TRADE NAMES AND NUMBERS USED HEREIN ARE ONLY TO IDENTIFY COLORS, FINISHES, TEXTURES, AND PATTERNS AS A BASIS OF DESIGN. PRODUCTS OF AUTHORIZED EQUAL MANUFACTURER'S EQUIVALENT TO COLORS, FINISHES, TEXTURES, AND PATTERNS OF MANUFACTURERS LISTED THAT MEET REQUIREMENTS OF TECHNICAL SPECIFICATIONS IN EVERY RESPECT MAY BE ACCEPTABLE WITH SUBMITTAL OF A COMPLETED SUBSTITUTION REQUEST CONTAINING ALL PRODUCT DATA, TESTING AND ACTUAL

SAMPLES, AND UPON APPROVAL IN WRITING BY CONTRACTING OFFICER.

SUBMIT ELECTRONIC VERSIONS OF PRODUCT DATA IN PDF FORMAT TO THE COR FOR REVIEW.

EXPANSION ANCHORS

ADHESIVE ANCHORS

CHAIN LINK FENCING

EXPANSION ANCHORS

EXPANSION ANCHORS SHALL BE CARBON STEEL ANCHORS AS MANUFACTURED BY HILTI FASTENING SYSTEMS OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE COR AND SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

EXPANSION ANCHORS SHALL NOT BE INSTALLED IN CONCRETE UNTIL IT HAS ATTAINED ITS SPECIFIED MINIMUM 28 DAY COMPRESSIVE

STRENGTH.

ADHESIVE ANCHORS

ADHESIVE ANCHORS SHALL BE HILTI "HIT HY200" FOR SOLID SUBSTRATE AND HILTI "HIT HY70" FOR HOLLOW SUBSTRATE OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE COR, UNLESS NOTED OTHERWISE ON PLANS. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS BY INSTALLERS TRAINED BY THE MANUFACTURER'S

REPRESENTATIVE.

MINIMUM EMBEDMENT DEPTH SHALL BE 8 BOLT DIAMETERS UNLESS NOTED OTHERWISE.

STRUCTURAL STEEL

STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE ANSI/AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITION WITH AMENDMENTS, AND THE AISC 303 CODE OF STANDARD PRACTICE FOR

STEEL BUILDINGS AND BRIDGES, LATEST EDITION WITH AMENDMENTS.

STRUCTURAL STEEL PLATES AND ROLLED SHAPES OTHER THAN WIDE-FLANGE SHAPES SHALL CONFORM TO ASTM A36, UNLESS NOTED

OTHERWISE.

STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B.

STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B.

ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISE.

BOLTED CONNECTIONS SHALL CONFORM TO THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS OF THE ENGINEERING FOUNDATION. BOLTED CONNECTIONS FOR STRUCTURAL STEEL MEMBERS SHALL BE MADE WITH 3/4" DIAMETER A325 BOLTS, UNLESS NOTED OTHERWISE.

BOLTED CONNECTIONS SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION, EXCEPT BOLTED CONNECTIONS IN BRACE ELEMENTS

ARE TO BE FULLY PRETENSIONED WITH CLASS A FAYING SURFACES.

WELDING PROCEDURES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING

CODE FOR STEEL ANSI/AWS D1.1.

WELDED CONNECTIONS USING ASTM A992 STEEL AS A BASE METAL SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES.

UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS, OTHER WELDED CONNECTIONS MAY BE MADE WITH STANDARD E70XX

ELECTRODES.

STRUCTURAL STEEL THAT RECEIVES FINISH PAINT SHALL BE SHOP-PRIMED WITH A RUST-INHIBITING PRIMER, UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONTRACTOR SHALL VERIFY PRIMER IS COMPATIBLE WITH FINISH COAT SYSTEM SPECIFIED BY THE

COR. COORDINATE FINISH PAINTING REQUIREMENTS WITH THE COR.

STRUCTURAL STEEL THAT IS NOT EXPOSED IN THE FINISHED CONSTRUCTION AND DOES NOT RECEIVE FINISH PAINT SHALL NOT BE

SHOP-PRIMED, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

STRUCTURAL STEEL SHALL BE HOT-DIP GALVANIZED IN CONFORMANCE WITH ASTM A123.

DO NOT PAINT OR GALVANIZE THE FOLLOWING SURFACES:

1. SURFACES TO BE WELDED.

2. SURFACES TO RECEIVE BOLTED SLIP-CRITICAL CONNECTIONS.

3. SURFACES TO RECEIVE SHEAR STUD CONNECTIONS.

4. SURFACES TO RECEIVE SPRAYED-ON FIREPROOFING.

ALL ABRASIONS TO GALVANIZED SURFACES OR SURFACES TO RECEIVE AN ARCHITECTURAL FINISH COAT SHALL BE TOUCHED-UP AFTER ERECTION IS COMPLETE. FOR PAINTED STEEL, USE A PRIMER EQUIVALENT TO THE SHOP PAINT. FOR GALVANIZED STEEL, USE

A ZINC-RICH COLD-GALVANIZING PAINT.

DESIGN CONNECTIONS NOT SHOWN IN ACCORDANCE WITH THE ASD SPECIFICATION AND MANUAL OF STEEL CONSTRUCTION. PROVIDE NO LESS THAN 2 BOLTS IN ANY SINGLE LINE OF BOLTS, UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS.

GALVANIZE ALL EXPOSED STEEL.

RENOVATION (EXISTING CONDITIONS)

INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM DRAWINGS THAT WERE PREPARED FOR

THE WAR DEPARTMENT, ENTITLED NORTH PARKING DECK ADDITION, DATED 04-13-10.

WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO

NOTIFY THE COR IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.

WHERE NEW WORK IS TO BE FITTED TO OLD WORK, THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS IN THE FIELD, AND REPORT ANY ERRORS OR DISCREPANCIES TO THE COR PRIOR TO THE FABRICATION AND ERECTION OF ANY NEW MEMBERS.

EXISTING MATERIALS TO BE REMOVED AND REINSTALLED AS PART OF THE PROJECT, THAT BECOME DAMAGED, SHALL BE REPLACED

WITH NEW MATERIAL OF EQUAL QUALITY AND APPEARANCE, AT THE CONTRACTORS EXPENSE.

ALL WORK SHALL BE PREFORMED WITHOUT DAMAGE TO ADJACENT RETAINED WORK. ADJACENT EXISTING CONSTRUCTION SHALL BE

PROTECTED FROM DUST, DIRT, AND DEBRIS ACCUMULATION AT ALL TIMES.

CONSTRUCTION NOTES

WHERE DIMENSIONS ARE INDICATED FOR EXISTING COMPONENTS, THEY ARE APPROXIMATE AND FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY IN FIELD (VIF) ALL DIMENSIONS/ELEVATIONS PRIOR TO CONSTRUCTION. ANY VARIATIONS BETWEEN EXISTING DIMENSIONS/ELEVATIONS ON DRAWINGS AND EXISTING CONDITIONS SHALL BE REPORTED TO COR.

ALL OMISSIONS OR CONFLICTS AMONG VARIOUS ELEMENTS OF DRAWINGS AND/OR SPECIFICATIONS SHALL BE REPORTED TO ENGINEER

BEFORE PROCEEDING WITH ANY WORK.

NO STRUCTURAL MEMBERS SHALL BE CUT

FIELD VERIFY THE LOCATIONS OF EXISTING STRUCTURES, UTILITIES, ETC., AND NOTIFY ENGINEER OF INTERFERENCES NOT NOTED ON

DRAWINGS.

RESTRICTIONS MAY BE REQUIRED BY VA AS TO NOT IMPACT CERTAIN EFFORTS. LOCAL NOISE ORDINANCE MAY GOVERN OPERATIONS.

DURING JOB SITE VISITS BY THE ENGINEER OF RECORD, ENGINEER SHALL IDENTIFY ANY NON-CONFORMANCE NOTED AND INCLUDE

SAME IN THE FIELD INSPECTION REPORT FOR THAT DAY/DATE.

ENGINEER IS NOT RESPONSIBLE FOR COORDINATION, SUPERVISION, OR JOBSITE SAFETY.

FIRE SUPPRESSION SYSTEM MUST BE MAINTAINED IN THE STRUCTURE AT ALL TIMES EXCEPT IN WORK AREAS. IF FIRE SUPPRESSION SYSTEM IS TO BE TAKEN OFFLINE IN THE WORK AREA, FIRE HOSES MUST BE INSTALLED WITHIN THE WORK AREA PRIOR TO BEGINNING

CONSTRUCTION.

TAKE EXTREME CAUTION NOT TO DAMAGE IN ANY WAY THE EXISTING ELECTRICAL SERVICE, TELECOMMUNICATION LINES, COMPUTER LINES, ETC.TAKE PRECAUTIONS SO AS NOT TO INTERUPT ELECTRICAL SERVICE WITHOUT NOTICE.

DO NOT SCALE DRAWINGS.

CONSTRUCTION PHASING

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION ACTIVITY AND SHALL COOPERATE FULLY WITH

OWNER FOR ALL CONSTRUCTION PHASING.

COORDINATE WITH THE COR MOVING MATERIALS IN STORAGE OR OTHER OCCUPIED ROOMS AS REQUIRED TO PERFORM WORK

IT WILL BE NECESSARY TO SCHEDULE CONTRACTOR DELIVERIES AND WASTE HAULING TO MINIMIZE INTERFERENCE WITH EXISTING BUILDING OPERATIONS. CONTRACTOR SHALL COORDINATE DELIVERIES AND WASTE REMOVAL WITH OWNER.

A PRE-EXISTING CONDITIONS WALK-THROUGH MUST BE DONE IN THE PRESENCE OF THE CONTRACTOR AND COR IMMEDIATELY PRIOR

TO BEGINNING WORK.

DURING BUSINESS HOURS A MAXIMUM OF 20 PARKING SPACES MAY BE CLOSED, WITH THE REST OF THE PARKING STRUCTURE

REMAINING FUNCTIONAL.

EXISTING EQUIPMENT

EXISTING SECURITY CAMERAS ARE TO REMAIN FUNCTIONAL AFTER CONSTRUCTION COMPLETION. IF COMPLETED CONSTRUCTION INTERFERES WITH FUNCTIONALITY OF EXISTING SECURITY CAMERAS, CONTRACTOR SHALL NOTIFY THE COR IMEDIATELY AND REMOVE

AND RELOCATE AS REQUIRED.

SECURITY CAMERA FUNCTIONALITY INCLUDES MAINTAINANCE ACCESS TO THE CAMERAS AND ANY ASSOCIATED ELECTRICAL

EQUIPMENT INCLUDING J-BOXES

ANY EQUIPMENT TO BE RELOCATED SHALL BE ATTACHED TO EXISTING STUCTURE WHERE POSSIBLE.

CONTRACTOR TO FIELD VERIFY LOCATION OF SECURITY CAMERAS

LOWER LEVEL

100' - 0"

LEVEL 1

110' - 6"

ND-AND-BND-CND-DND-END-FND-GND-HND-JND-KND-L

LEVEL 2

121' - 0"

LEVEL 3

131' - 6"

LEVEL 4

142' - 0"

LEVEL 5

152' - 6"

ND-M

EXISTING ANTI-CLIMB TO BE

REMOVED AND REPLACED WITH

NEW CHAIN LINK ANTI-CLIMB

DEMON ALL EXISTING

RAILINGS ON LEVELS 3

AND 4

18' - 0" 32' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 32' - 0" 18' - 0" 289' - 0"

LOWER LEVEL

100' - 0"

LEVEL 1

110' - 6"

ND-A ND-B ND-C ND-D ND-E ND-F ND-G ND-H ND-J ND-K ND-L

LEVEL 2

121' - 0"

LEVEL 3

131' - 6"

LEVEL 4

142' - 0"

LEVEL 5

152' - 6"

ND-M

EXISTING ANTI-CLIMB TO BE

REMOVED AND REPLACED WITH

NEW CHAIN LINK ANTI-CLIMB

DEMO ALL EXISTING

RAILINGS ON LEVELS 3

AND 4

18' - 0" 32' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 32' - 0" 18' - 0" 289' - 0"

LOWER LEVEL

100' - 0"

LEVEL 1

110' - 6"

ND-6ND-5ND-4ND-3.6ND-3.3ND-3ND-2.8ND-2ND-1

LEVEL 2

121' - 0"

LEVEL 3

131' - 6"

LEVEL 4

142' - 0"

LEVEL 5

152' - 6"

EXISTING ANTI-CLIMB TO BE

REMOVED AND REPLACED WITH

NEW CHAIN LINK ANTI-CLIMB

DEMO ALL EXISTING

RAILINGS ON LEVELS 3

AND 4

18' - 0"44' - 0"20' - 8"20' - 8"20' - 8"13' - 0"31' - 0"18' - 0" 186' - 0"

LOWER LEVEL

100' - 0"

LEVEL 1

110' - 6"

ND-6 ND-5 ND-4 ND-3.6 ND-3.3 ND-3 ND-2.8 ND-2 ND-1

LEVEL 2

121' - 0"

LEVEL 3

131' - 6"

LEVEL 4

142' - 0"

LEVEL 5

152' - 6"

EXISTING ANTI-CLIMB TO BE

REMOVED AND REPLACED WITH

NEW CHAIN LINK ANTI-CLIMB

DEMO ALL EXISTING

RAILINGS ON LEVELS 3

AND 4

18' - 0" 44' - 0" 20' - 8" 20' - 8" 20' - 8" 13' - 0" 31' - 0" 18' - 0" 186' - 0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of

Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e r s a k e n n e d y D o c u m e n t s

V

A

D e t r o i t

V a k e n n e d y g u i d o n d e s i g n c o m r v t

P

M

AD301

NORTH DECK DEMO ELEVATIONS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST.

INDINANAPOLIS, IN 46202

317-800-6388

MARK VANDERWOUDE

GHAFARI ASSOCIATES

17101 MICHIGAN AVE.

DEARBORN, MI 48126

CRAIG WESTRICK

ANTI-CLIMBING SYSTEM FOR

PARKING GARAGE

DETROIT, MI

553-17-101

NA

09/19/2019 MAV ADK

BID DOCUMENTS

313-441-3000

SCALE: 1/16" = 1'-0"AD301

1 NORTH DECK EAST ELEVATION

SCALE: 1/16" = 1'-0"AD301

2 NORTH DECK WEST ELEVATION

SCALE: 1/16" = 1'-0"AD301

3 NORTH DECK NORTH ELEVATION

SCALE: 1/16" = 1'-0"AD301

4 NORTH DECK SOUTH ELEVATION

1.

NOTES:

EXISTING SIGNAGE TO BE REMOVED AND STORED FOR

REPLACEMENT ON NEW ANTI-CLIMB SYSTEMUPON CONSTRUCTION

COMPLETION

1.

NOTES:

EXISTING SIGNAGE TO BE REMOVED AND STORED FOR

REPLACEMENT ON NEW ANTI-CLIMB SYSTEMUPON CONSTRUCTION

COMPLETION

1.

NOTES:

EXISTING SIGNAGE TO BE REMOVED AND STORED FOR

REPLACEMENT ON NEW ANTI-CLIMB SYSTEMUPON CONSTRUCTION

COMPLETION

1.

NOTES:

EXISTING SIGNAGE TO BE REMOVED AND STORED FOR

REPLACEMENT ON NEW ANTI-CLIMB SYSTEMUPON CONSTRUCTION

COMPLETION

LEVEL 1

110' - 6"

LEVEL 2

121' - 0"

LEVEL 3

131' - 6"

LEVEL 4

142' - 0"

LEVEL 5

152' - 6"

SD-A SD-B SD-C SD-D SD-E SD-F SD-G SD-H SD-J SD-K SD-L SD-M

EXISTING ANTI-CLIMB TO BE

REMOVED AND REPLACED WITH

NEW CHAIN LINK ANTI-CLIMB

DEMO ALL EXISTING

RAILINGS ON LEVELS

3 AND 4

18' - 0" 32' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 32' - 0" 18' - 0" 289' - 0"

LOWER LEVEL

100' - 0"

LEVEL 1

110' - 6"

LEVEL 2

121' - 0"

LEVEL 3

131' - 6"

LEVEL 4

142' - 0"

LEVEL 5

152' - 6"

SD-ASD-BSD-CSD-DSD-ESD-FSD-GSD-HSD-JSD-KSD-LSD-M

EXISTING ANTI-CLIMB TO BE

REMOVED AND REPLACED WITH

NEW CHAIN LINK ANTI-CLIMB

DEMO ALL

EXISTING RAILINGS

ON LEVELS 3 AND 4

18' - 0" 32' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 32' - 0" 18' - 0" 289' - 0"

LOWER LEVEL

100' - 0"

LEVEL 1

110' - 6"

LEVEL 2

121' - 0"

LEVEL 3

131' - 6"

LEVEL 4

142' - 0"

LEVEL 5

152' - 6"

SD-6 SD-5 SD-4 SD-3.6 SD-3.3 SD-3 SD-2.8 SD-2 SD-1

EXISTING ANTI-CLIMB TO BE

REMOVED AND REPLACED WITH

NEW CHAIN LINK ANTI-CLIMB

DEMO ALL EXISTING RAILINGS

ON LEVELS 3 AND 4

18' - 0" 44' - 0" 20' - 8" 20' - 8" 20' - 8" 13' - 0" 31' - 0" 18' - 0" 186' - 0"

LOWER LEVEL

100' - 0"

LEVEL 1

110' - 6"

LEVEL 2

121' - 0"

LEVEL 3

131' - 6"

LEVEL 4

142' - 0"

LEVEL 5

152' - 6"

SD-6SD-5SD-4SD-3.6SD-3.3SD-3SD-2.8SD-2SD-1

EXISTING ANTI-CLIMB TO BE

REMOVED AND REPLACED WITH

NEW CHAIN LINK ANTI-CLIMB

DEMO ALL EXISTING

RAILINGS ON LEVELS 3 AND 4

18' - 0"44' - 0"20' - 8"20' - 8"20' - 8"13' - 0"31' - 0"18' - 0" 186' - 0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of

Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e r s a k e n n e d y D o c u m e n t s

V

A

D e t r o i t

V a k e n n e d y g u i d o n d e s i g n c o m r v t

P

M

AD302

SOUTH DECK DEMO ELEVATIONS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST.

INDINANAPOLIS, IN 46202

317-800-6388

MARK VANDERWOUDE

GHAFARI ASSOCIATES

17101 MICHIGAN AVE.

DEARBORN, MI 48126

CRAIG WESTRICK

ANTI-CLIMBING SYSTEM FOR

PARKING GARAGE

DETROIT, MI

553-17-101

NA

09/19/2019 MAV ADK

BID DOCUMENTS

313-441-3000

SCALE: 1/16" = 1'-0"AD302

1 SOUTH DECK WEST ELEVATION

SCALE: 1/16" = 1'-0"AD302

2 SOUTH DECK EAST ELEVATION

SCALE: 1/16" = 1'-0"AD302

3 SOUTH DECK NORTH ELEVATION

SCALE: 1/16" = 1'-0"AD302

4 SOUTH DECK SOUTH ELEVATION

1.

NOTES:

EXISTING SIGNAGE TO BE REMOVED AND STORED FOR

REPLACEMENT ON NEW ANTI-CLIMB SYSTEMUPON CONSTRUCTION

COMPLETION

1.

NOTES:

EXISTING SIGNAGE TO BE REMOVED AND STORED FOR

REPLACEMENT ON NEW ANTI-CLIMB SYSTEMUPON CONSTRUCTION

COMPLETION

1.

NOTES:

EXISTING SIGNAGE TO BE REMOVED AND STORED FOR

REPLACEMENT ON NEW ANTI-CLIMB SYSTEMUPON CONSTRUCTION

COMPLETION

1.

NOTES:

EXISTING SIGNAGE TO BE REMOVED AND STORED FOR

REPLACEMENT ON NEW ANTI-CLIMB SYSTEMUPON CONSTRUCTION

COMPLETION

ND-A

ND-B

ND-C

ND-D

ND-E

ND-F

ND-G

ND-H

ND-J

ND-K

ND-L

ND-6 ND-5 ND-4 ND-3.6 ND-3.3 ND-3 ND-2.8 ND-2 ND-1

ND-M

18' - 0" 44' - 0" 20' - 8" 20' - 8" 20' - 8" 13' - 0" 31' - 0" 18' - 0" 186' - 0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

9'

- 0

AS301

AS301

AS301

AS301

AS301

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI CLIMB SYSTEM

NEW CHAIN LINK

ANTI-CLIMB SYSTEM

AS502

TYP

AS502

TYP

AS501

AS502

EXISTING HOSPITAL

AS502

SIM

AS502

1 SIM

AS501

AS501

AS501

AS501

DN

DN

ND-A

ND-B

ND-C

ND-D

ND-E

ND-F

ND-G

ND-H

ND-J

ND-K

ND-L

ND-6 ND-5 ND-4 ND-3.6 ND-3.3 ND-3 ND-2.8 ND-2 ND-1

ND-M

AS301

AS301

AS301

18' - 0" 44' - 0" 20' - 8" 20' - 8" 20' - 8" 13' - 0" 31' - 0" 18' - 0" 186' - 0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

9'

- 0

AS301

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI CLIMB SYSTEM

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI-CLIMB SYSTEM

AS502

TYP

AS502

TYP

AS502

AS501

AS501

AS501

SIM

AS501

SIM

AS502

AS502

EXISTING HOSPITAL

SIM

SIM

AS501

AS501

LOWER LEVEL

ISOMETRIC KEYPLAN

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

LOWER LEVEL

ISOMETRIC KEYPLAN

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of

Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e r s a k e n n e d y D o c u m e n t s

V

A

D e t r o i t

V a k e n n e d y g u i d o n d e s i g n c o m r v t

P

M

AS101

NORTH DECK FLOOR PLANS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST.

INDINANAPOLIS, IN 46202

317-800-6388

MARK VANDERWOUDE

GHAFARI ASSOCIATES

17101 MICHIGAN AVE.

DEARBORN, MI 48126

CRAIG WESTRICK

ANTI-CLIMBING SYSTEM FOR

PARKING GARAGE

DETROIT, MI

553-17-101

NA

09/19/2019 MAV ADK

BID DOCUMENTS

313-441-3000

SCALE: 1/16" = 1'-0"AS101

1 LOWER LEVEL NORTH DECK

SCALE: 1/16" = 1'-0"AS101

2 LEVEL 1 NORTH DECKN N

ND-C

ND-D

ND-E

ND-F

ND-G

ND-H

ND-J

ND-K

ND-L

ND-6 ND-5 ND-4 ND-3.6 ND-3.3 ND-3 ND-2.8 ND-2 ND-1

ND-M

AS301

AS301

AS301

18' - 0" 44' - 0" 20' - 8" 20' - 8" 20' - 8" 13' - 0" 31' - 0" 18' - 0" 186' - 0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

9'

- 0

AS301

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI CLIMB SYSTEM

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI-CLIMB SYSTEM2

AS501

AS502

TYP

AS502

TYP

AS502

AS501

SIM

AS501

SIM

AS501

AS502

1 AS502

SIMSIM

EXISTING HOSPITAL

AS501

AS501

ND-A

ND-B

ND-C

ND-D

ND-E

ND-F

ND-G

ND-H

ND-J

ND-K

ND-L

ND-6 ND-5 ND-4 ND-3.6 ND-3.3 ND-3 ND-2.8 ND-2 ND-1

ND-M

AS301

AS301

AS301

18' - 0" 44' - 0" 20' - 8" 20' - 8" 20' - 8" 13' - 0" 31' - 0" 18' - 0" 186' - 0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

9'

- 0

AS301

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI CLIMB SYSTEM

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI-CLIMB SYSTEM

AS502

TYP

AS502

TYP

AS502

AS501

AS501

SIM

AS501

AS501

EXISTING HOSPITAL

AS501

AS501

AS502

AS502

SIM

SIM

LOWER LEVEL

ISOMETRIC KEYPLAN

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

LOWER LEVEL

ISOMETRIC KEYPLAN

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of

Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e r s a k e n n e d y D o c u m e n t s

V

A

D e t r o i t

V a k e n n e d y g u i d o n d e s i g n c o m r v t

P

M

AS102

NORTH DECK FLOOR PLANS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST.

INDINANAPOLIS, IN 46202

317-800-6388

MARK VANDERWOUDE

GHAFARI ASSOCIATES

17101 MICHIGAN AVE.

DEARBORN, MI 48126

CRAIG WESTRICK

ANTI-CLIMBING SYSTEM FOR

PARKING GARAGE

DETROIT, MI

553-17-101

NA

09/19/2019 MAV ADK

BID DOCUMENTS

313-441-3000

SCALE: 1/16" = 1'-0"AS102

1 LEVEL 2 NORTH DECK

SCALE: 1/16" = 1'-0"AS102

2 LEVEL 3 NORTH DECKN N

ND-C

ND-D

ND-E

ND-F

ND-G

ND-H

ND-J

ND-K

ND-L

ND-6 ND-5 ND-4 ND-3.6 ND-3.3 ND-3 ND-2.8 ND-2 ND-1

ND-M

AS301

AS301

AS301

18' - 0" 44' - 0" 20' - 8" 20' - 8" 20' - 8" 13' - 0" 31' - 0" 18' - 0" 186' - 0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

9'

- 0

AS301

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI CLIMB SYSTEM

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI-CLIMB SYSTEM

AS501

AS502

TYP

AS502

TYP

AS501

AS502

AS501

AS501

AS501

AS501

EXISTING HOSPITAL

AS502

SIM

AS502

SIM

LOCATION OF EXISTING SNOW SHIELD.

CONTRACTOR TO FIELD VERIFY EXISTING

CONDITIONS AND INSTALL ANTI-CLIMB

SYSTEM AS REQUIRED. REMOVAL OF ANY

EQUIPMENT, STRUCTURE, ETC. REQUIRES

APPROVAL OF COR

REMOVED AND RELOCATED AS

REQUIRED. ATTACH CAMERA TO

FRONT OF ANTI-CLIMB POST VIA

UNISTRUT

EXISTING CAMERA AND/OR

ASSOCIATED EQUIPMENT TO BE

ND-A

ND-B

ND-C

ND-D

ND-E

ND-F

ND-G

ND-H

ND-J

ND-K

ND-L

ND-6 ND-5 ND-4 ND-3.6 ND-3.3 ND-3 ND-2.8 ND-2 ND-1

ND-M

AS301

AS301

AS301

18' - 0" 44' - 0" 20' - 8" 20' - 8" 20' - 8" 13' - 0" 31' - 0" 18' - 0" 186' - 0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

9'

- 0

AS301

NEW WIRE MESH

ANTI-CLIMB

SYSTEM

NEW WIRE MESH

ANTI CLIMB SYSTEM

NEW WIRE MESH

ANTI-CLIMB

SYSTEM

NEW WIRE MESH

ANTI-CLIMB SYSTEM4

AS501

AS502

TYP

AS502

TYP

INSTALL ANTI-CLIMB

ON ROOF OF

ELEVATOR TOWER

AS502

PROVIDE CANTILEVER GATE BY MANUFACTURER

NEW AIR TERMINALS TO BE INSTALLED AT THE TOP OF THE ANTI-

CLIMB SYSTEMS U.N.O. AIR TERMINALS TO BE CONNECTED TO

EXISTING LIGHTNING PROTECTION WITH GROUNDING CONDUCTORS

MATCHING EXISTING, TYP.

AIR TERMINAL ON LIGHTING POLE

AIR TERMINAL ON LIGHTING POLE

AIR TERMINAL ON LIGHTING POLE

AIR TERMINAL ON LIGHTING POLE

AIR TERMINAL ON LIGHTING POLE

AIR TERMINAL ON LIGHTING POLE

AIR TERMINAL ON LIGHTING POLE

AIR TERMINAL ON LIGHTING POLE

AIR TERMINAL ON LIGHTING POLE

EXISTING LIGHTNING PROTECTION TO REMIAN WHERE ATTACHED

ROOF NOT SHOWN FOR CLARITY

AS502

AS502

SIM

SIM

ROOF NOT SHOWN FOR CLARITY

ROOF NOT

SHOWN FOR

CLAIRITY

AS501

AS501

EXISTING HOSPITAL

AS501

REMOVED AND RELOCATED AS

REQUIRED.

EXISTING CAMERA TO BE

REMOVED AND RELOCATED AS

REQUIRED.

REMOVED AND RELOCATED AS

REQUIRED.

EXISTING CAMERA AND/OR

ASSOCIATED EQUIPMENT TO BE

EXISTING CAMERA AND/OR

ASSOCIATED EQUIPMENT TO BE

LOWER LEVEL

ISOMETRIC KEYPLAN

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

LOWER LEVEL

ISOMETRIC KEYPLAN

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of

Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e r s a k e n n e d y D o c u m e n t s

V

A

D e t r o i t

V a k e n n e d y g u i d o n d e s i g n c o m r v t

P

M

AS103

NORTH DECK FLOOR PLANS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST.

INDINANAPOLIS, IN 46202

317-800-6388

MARK VANDERWOUDE

GHAFARI ASSOCIATES

17101 MICHIGAN AVE.

DEARBORN, MI 48126

CRAIG WESTRICK

ANTI-CLIMBING SYSTEM FOR

PARKING GARAGE

DETROIT, MI

553-17-101

NA

09/19/2019 MAV ADK

BID DOCUMENTS

313-441-3000

SCALE: 1/16" = 1'-0"AS103

1 LEVEL 4 NORTH DECK

SCALE: 1/16" = 1'-0"AS103

2 LEVEL 5 NORTH DECKN N

SD-A

SD-B

SD-C

SD-D

SD-E

SD-F

SD-G

SD-H

SD-J

SD-K

SD-L

SD-6SD-5SD-4SD-3.6SD-3.3SD-3SD-2.8SD-2SD-1

SD-M

AS302

1 AS302

AS302

18' - 0" 31' - 0" 13' - 0" 20' - 8" 20' - 8" 20' - 8" 44' - 0" 18' - 0" 186' - 0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

9'

- 0

AS302

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI-CLIMB SYSTEM

AS502

TYP

AS502

TYP

AS501

EXISTING HOSPITAL

AS501

AS501

AS501

AS501

SIM

AS502

SIM

AS502

SIM

AS502

SIM

SD-A

SD-B

SD-C

SD-D

SD-E

SD-F

SD-G

SD-H

SD-J

SD-K

SD-L

SD-6SD-5SD-4SD-3.6SD-3.3SD-3SD-2.8SD-2SD-1

SD-M

AS302

1 AS302

AS302

18' - 0" 31' - 0" 13' - 0" 20' - 8" 20' - 8" 20' - 8" 44' - 0" 18' - 0" 186' - 0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

9'

- 0

AS302

NEW CHAIN

LINK ANTI-

CLIMB SYSTEM

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI-CLIMB SYSTEM

AS501

AS502

TYP

AS502

TYP

AS501

AS501

AS501

AS502

SIM

AS502

SIM

AS502

SIM

EXISTING HOSPITAL

AS501

AS501

LOWER LEVEL

ISOMETRIC KEYPLAN

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

LOWER LEVEL

ISOMETRIC KEYPLAN

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of

Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e r s a k e n n e d y D o c u m e n t s

V

A

D e t r o i t

V a k e n n e d y g u i d o n d e s i g n c o m r v t

P

M

AS104

SOUTH DECK FLOOR PLANS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST.

INDINANAPOLIS, IN 46202

317-800-6388

MARK VANDERWOUDE

GHAFARI ASSOCIATES

17101 MICHIGAN AVE.

DEARBORN, MI 48126

CRAIG WESTRICK

ANTI-CLIMBING SYSTEM FOR

PARKING GARAGE

DETROIT, MI

553-17-101

NA

09/19/2019 MAV ADK

BID DOCUMENTS

313-441-3000

SCALE: 1/16" = 1'-0"AS104

1 LOWER LEVEL SOUTH DECK

SCALE: 1/16" = 1'-0"AS104

2 LEVEL 1 SOUTH DECKN N

SD-C

SD-D

SD-E

SD-F

SD-G

SD-H

SD-J

SD-K

SD-L

SD-6SD-5SD-4SD-3.6SD-3.3SD-3SD-2.8SD-2SD-1

SD-M

AS302

1 AS302

AS302

AS302

18' - 0" 31' - 0" 13' - 0" 20' - 8" 20' - 8" 64' - 8" 18' - 0"

186' - 0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

9'

- 0

NEW CHAIN

LINK ANTI-

CLIMB SYSTEM

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI-CLIMB SYSTEM

AS502

TYP

AS502

TYP

AS502

AS501

AS501

AS501

AS501

SIM

AS502

SIM

AS502

SIM

AS501

AS501

EXISTING HOSPITAL

SD-A

SD-B

SD-C

SD-D

SD-E

SD-F

SD-G

SD-H

SD-J

SD-K

SD-L

SD-6SD-5SD-4SD-3.6SD-3.3SD-3SD-2.8SD-2SD-1

SD-M

AS302

1 AS302

AS302

AS302

18' - 0" 31' - 0" 13' - 0" 20' - 8" 20' - 8" 20' - 8" 44' - 0" 18' - 0" 186' - 0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

9'

- 0

NEW CHAIN

LINK ANTI-

CLIMB SYSTEM

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI-CLIMB SYSTEM

AS502

TYP

AS502

TYP

AS502

AS501

AS501

AS501

AS501

SIM

AS502

SIM

AS502

SIM

AS501

AS501

EXISTING HOSPITAL

LOWER LEVEL

ISOMETRIC KEYPLAN

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

LOWER LEVEL

ISOMETRIC KEYPLAN

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of

Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e r s a k e n n e d y D o c u m e n t s

V

A

D e t r o i t

V a k e n n e d y g u i d o n d e s i g n c o m r v t

P

M

AS105

SOUTH DECK FLOOR PLANS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST.

INDINANAPOLIS, IN 46202

317-800-6388

MARK VANDERWOUDE

GHAFARI ASSOCIATES

17101 MICHIGAN AVE.

DEARBORN, MI 48126

CRAIG WESTRICK

ANTI-CLIMBING SYSTEM FOR

PARKING GARAGE

DETROIT, MI

553-17-101

NA

09/19/2019 MAV ADK

BID DOCUMENTS

313-441-3000

SCALE: 1/16" = 1'-0"AS105

1 LEVEL 2 SOUTH DECK

SCALE: 1/16" = 1'-0"AS105

2 LEVEL 3 SOUTH DECKN N

SD-C

SD-D

SD-E

SD-F

SD-G

SD-H

SD-J

SD-K

SD-L

SD-6SD-5SD-4SD-3.6SD-3.3SD-3SD-2.8SD-2SD-1

SD-M

AS302

1 AS302

AS302

AS302

18' - 0" 31' - 0" 13' - 0" 20' - 8" 20' - 8" 20' - 8" 44' - 0" 18' - 0" 186' - 0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

9'

- 0

NEW CHAIN

LINK ANTI-

CLIMB SYSTEM

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI-CLIMB

SYSTEM

NEW CHAIN LINK

ANTI-CLIMB SYSTEM

AS502

TYP

AS502

TYP

AS502

AS501

AS501

AS501

AS501

AS502

SIM

AS502

SIM

AS501

AS501

SIM

EXISTING HOSPITAL

LOCATION OF EXISTING SNOW SHIELD.

CONTRACTOR TO FIELD VERIFY EXISTING

CONDITIONS AND INSTALL ANTI-CLIMB

SYSTEM AS REQUIRED. REMOVAL OF ANY

EQUIPMENT, STRUCTURE, ETC. REQUIRES

APPROVAL OF COR

REMOVED AND RELOCATED AS

REQUIRED. ATTACH CAMERA TO

FRONT OF ANTI-CLIMB POST VIA

UNISTRUT

EXISTING CAMERA AND/OR

ASSOCIATED EQUIPMENT TO BE

SD-A

SD-B

SD-C

SD-D

SD-E

SD-F

SD-G

SD-H

SD-J

SD-K

SD-L

SD-6SD-5SD-4SD-3.6SD-3.3SD-3SD-2.8SD-2SD-1

SD-M

AS302

1 AS302

AS302

AS302

18' - 0" 31' - 0" 13' - 0" 20' - 8" 20' - 8" 20' - 8" 44' - 0" 18' - 0" 186' - 0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

9'

- 0

NEW WIRE MESH

ANTI-CLIMB

SYSTEM

NEW WIRE MESH

ANTI-CLIMB

SYSTEM

NEW WIRE MESH

ANTI-CLIMB

SYSTEM

NEW WIRE MESH

ANTI-CLIMB SYSTEM

AS501

AS502

TYP

AS502

TYP

INSTALL ANTI-CLIMB

ON ROOF OF

ELEVATOR TOWER

PROVIDE CANTILEVER GATE BY MANUFACTURER

NEW AIR TERMINALS TO BE INSTALLED AT THE TOP OF THE

ANTI-CLIMB SYSTEMS U.N.O. AIR TERMINALS TO BE

CONNECTED TO EXISTING LIGHTNING PROTECTION WITH

GROUNDING CONDUCTORS MATCHING EXISTING, TYP.

AIR TERMINAL ON LIGHTING POLE

AIR TERMINAL ON LIGHTING POLE

AIR TERMINAL ON LIGHTING POLE

AIR TERMINAL ON LIGHTING POLE

AIR TERMINAL ON LIGHTING POLE

AIR TERMINAL ON LIGHTING POLE

AIR TERMINAL ON LIGHTING POLE

AIR TERMINAL ON LIGHTING POLE

AIR TERMINAL ON LIGHTING POLE

EXISTING LIGHTNING PROTECTION TO REMAIN

AS502

AS502

SIM

AS502

SIM

EXISTING HOSPITAL

AS501

AS501

AS501

ROOF NOT SHOWN FOR CLARITY

ROOF NOT SHOWN FOR CLARITY

ROOF NOT SHOWN

FOR CLARITY

SIM

REMOVED AND RELOCATED AS

REQUIRED.

EXISTING CAMERA TO BE

REMOVED AND RELOCATED AS

REQUIRED.

BE REMOVED AND

RELOCATED AS

REQUIRED.

EXISTING CAMERA AND/OR

ASSOCIATED EQUIPMENT TO BE

EXISTING CAMERA AND/OR

ASSOCIATED EQUIPMENT TO

LOWER LEVEL

ISOMETRIC KEYPLAN

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

LOWER LEVEL

ISOMETRIC KEYPLAN

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of

Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e r s a k e n n e d y D o c u m e n t s

V

A

D e t r o i t

V a k e n n e d y g u i d o n d e s i g n c o m r v t

P

M

AS106

SOUTH DECK FLOOR PLANS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST.

INDINANAPOLIS, IN 46202

317-800-6388

MARK VANDERWOUDE

GHAFARI ASSOCIATES

17101 MICHIGAN AVE.

DEARBORN, MI 48126

CRAIG WESTRICK

ANTI-CLIMBING SYSTEM FOR

PARKING GARAGE

DETROIT, MI

553-17-101

NA

09/19/2019 MAV ADK

BID DOCUMENTS

313-441-3000

SCALE: 1/16" = 1'-0"AS106

1 LEVEL 4 SOUTH DECK

SCALE: 1/16" = 1'-0"AS106

2 LEVEL 5 SOUTH DECKN

N

LEVEL 1

110' - 6"

ND-AND-BND-CND-DND-END-FND-GND-HND-JND-KND-L

LEVEL 2

121' - 0"

LEVEL 3

131' - 6"

LEVEL 4

142' - 0"

LEVEL 5

152' - 6"

ND-M

NEW WIRE MESH

ANTI-CLIMB, TOP

LEVEL

NEW CHAIN LINK

ANTI-CLIMB,

LEVELS 1-5 AS501

AS501

32' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 32' - 0" 18' - 0" 289' - 0"

PROVIDE NEW CANTILEVER

GATE BY MANUFACTURER

LOWER LEVEL

100' - 0"

LEVEL 1

110' - 6"

ND-A ND-B ND-C ND-D ND-E ND-F ND-G ND-H ND-J ND-K ND-L

LEVEL 2

121' - 0"

LEVEL 3

131' - 6"

LEVEL 4

142' - 0"

LEVEL 5

152' - 6"

ND-M

NEW WIRE MESH

ANTI-CLIMB, TOP

LEVEL

32' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 32' - 0" 253' - 0"

NEW CHAIN LINK

ANTI-CLIMB,

LEVELS 1-5 AS501

AS501

LOWER LEVEL

100' - 0"

LEVEL 1

110' - 6"

ND-6ND-5ND-4ND-3.6ND-3.3ND-3ND-2.8ND-2ND-1

LEVEL 2

121' - 0"

LEVEL 3

131' - 6"

LEVEL 4

142' - 0"

LEVEL 5

152' - 6"

NEW WIRE MESH

ANTI-CLIMB, TOP

LEVEL

NEW CHAIN LINK

ANTI-CLIMB,

LEVELS 1-5

AS501

AS501

9 AS501

44' - 0"20' - 8"20' - 8"20' - 8"13' - 0" 119' - 0"

LOWER LEVEL

100' - 0"

LEVEL 1

110' - 6"

ND-6 ND-5 ND-4 ND-3.6 ND-3.3 ND-3 ND-2.8 ND-2 ND-1

LEVEL 2

121' - 0"

LEVEL 3

131' - 6"

LEVEL 4

142' - 0"

LEVEL 5

152' - 6"

NEW WIRE MESH

ANTI-CLIMB, TOP

LEVEL

NEW CHAIN LINK

ANTI-CLIMB,

LEVELS 1-5

AS501

AS501

AS501

44' - 0" 20' - 8" 20' - 8" 20' - 8" 13' - 0" 31' - 0" 150' - 0"

HATCH LEGEND

WIRE MESH ANTI-CLIMB

CHAIN LINK ANTI-CLIMB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of

Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e r s a k e n n e d y D o c u m e n t s

V

A

D e t r o i t

V a k e n n e d y g u i d o n d e s i g n c o m r v t

P

M

AS301

NORTH DECK ELEVATIONS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST.

INDINANAPOLIS, IN 46202

317-800-6388

MARK VANDERWOUDE

GHAFARI ASSOCIATES

17101 MICHIGAN AVE.

DEARBORN, MI 48126

CRAIG WESTRICK

ANTI-CLIMBING SYSTEM FOR

PARKING GARAGE

DETROIT, MI

553-17-101

NA

09/19/2019 MAV ADK

BID DOCUMENTS

313-441-3000

SCALE: 1/16" = 1'-0"AS301

1 NORTH DECK EAST ELEVATION

SCALE: 1/16" = 1'-0"AS301

2 NORTH DECK WEST ELEVATION

SCALE: 1/16" = 1'-0"AS301

3 NORTH DECK NORTH ELEVATION

SCALE: 1/16" = 1'-0"AS301

4 NORTH DECK SOUTH ELEVATION

1.

NOTE

EXISTING BUILDING NOT SHOWN FOR CLAIRTY

LEVEL 1

110' - 6"

LEVEL 2

121' - 0"

LEVEL 3

131' - 6"

LEVEL 4

142' - 0"

LEVEL 5

152' - 6"

SD-A SD-B SD-C SD-D SD-E SD-F SD-G SD-H SD-J SD-K SD-L SD-M

NEW WIRE MESH

ANTI-CLIMB, TOP

LEVEL

NEW CHAIN LINK

ANTI-CLIMB,

LEVELS 1-5

AS501

AS501

18' - 0" 32' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 32' - 0" 271' - 0"

PROVIDE CANTILEVER GATE

BY MANUFACTURER

LOWER LEVEL

100' - 0"

LEVEL 1

110' - 6"

LEVEL 2

121' - 0"

LEVEL 3

131' - 6"

LEVEL 4

142' - 0"

LEVEL 5

152' - 6"

SD-ASD-BSD-CSD-DSD-ESD-FSD-GSD-HSD-JSD-KSD-LSD-M

NEW WIRE MESH

ANTI-CLIMB, TOP

LEVEL

NEW CHAIN LINK

ANTI-CLIMB,

LEVELS 1-5

AS501

AS501

32' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 32' - 0" 253' - 0"

LOWER LEVEL

100' - 0"

LEVEL 1

110' - 6"

LEVEL 2

121' - 0"

LEVEL 3

131' - 6"

LEVEL 4

142' - 0"

LEVEL 5

152' - 6"

SD-6 SD-5 SD-4 SD-3.6 SD-3.3 SD-3 SD-2.8 SD-2 SD-1

NEW WIRE MESH

ANTI-CLIMB, TOP

LEVEL

NEW CHAIN LINK

ANTI-CLIMB,

LEVELS 1-5AS501

AS501

AS501

44' - 0" 20' - 8" 20' - 8" 20' - 8" 13' - 0" 119' - 0"

LOWER LEVEL

100' - 0"

LEVEL 1

110' - 6"

LEVEL 2

121' - 0"

LEVEL 3

131' - 6"

LEVEL 4

142' - 0"

LEVEL 5

152' - 6"

SD-6SD-5SD-4SD-3.6SD-3.3SD-3SD-2.8SD-2SD-1

NEW WIRE MESH

ANTI-CLIMB, TOP

LEVEL

NEW CHAIN LINK

ANTI-CLIMB,

LEVELS 1-5

AS501

AS501

AS501

44' - 0"20' - 8"20' - 8"20' - 8"13' - 0"31' - 0" 150' - 0"

HATCH LEGEND

WIRE MESH ANTI-CLIMB

CHAIN LINK ANTI-CLIMB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of

Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e r s a k e n n e d y D o c u m e n t s

V

A

D e t r o i t

V a k e n n e d y g u i d o n d e s i g n c o m r v t

P

M

AS302

SOUTH DECK ELEVATIONS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST.

INDINANAPOLIS, IN 46202

317-800-6388

MARK VANDERWOUDE

GHAFARI ASSOCIATES

17101 MICHIGAN AVE.

DEARBORN, MI 48126

CRAIG WESTRICK

ANTI-CLIMBING SYSTEM FOR

PARKING GARAGE

DETROIT, MI

553-17-101

NA

09/19/2019 MAV ADK

BID DOCUMENTS

313-441-3000

SCALE: 1/16" = 1'-0"AS302

1 SOUTH DECK WEST ELEVATION

SCALE: 1/16" = 1'-0"AS302

2 SOUTH DECK EAST ELEVATION

SCALE: 1/16" = 1'-0"AS302

3 SOUTH DECK NORTH ELEVATION

SCALE: 1/16" = 1'-0"AS302

4 SOUTH DECK SOUTH ELEVATION

1.

NOTE

EXISTING BUILDING NOT SHOWN FOR CLAIRTY

EXISTING PRECAST

CONCRETE

TYP MOUNTING BRACKET

EXISTING PRECAST

CONCRETE

NEW CHAIN LINK

ANTI-CLIMB

PIPE 2 STD

2" 2"

2"

PROVIDE CAULKING TO

WATERPROOF

CONNECTION

PIPE 1 1/2 STD

TENSION BANDS @ 1'-0" OC

TYPICAL MOUNTING

BRACKET

EXTERIOR INTERIOR

VI

F

VA

RI

ES

EXISTING PRECAST

SPANDREL

EXISTING PRECAST COLUMN

MAX

7' - 4"

MIN

1' - 0 1/2"

VI

F

VA

RI

ES

NEW CHAIN LINK ANTI-CLIMBING

CONNECTION VARIES 2

AS501

WELDED CAP PLATE

CONNECTION BY WELDED WIRE

FENCE MANUFACTURER.

CONNECTION SHALL INCLUDE

TAMPER PROOF SECURITY

ANCHORAGE

NEW WELDED WIRE ANTI-CLIMB

POST BY WELDED WIRE

FENCE MANUFACTURER

EXTERIOR INTERIOR

1' - 6"

4'

- 0

MITER POSTS

6"

SE

E

SE

CT

IO

N

MAX

8' - 0"

NEW WELDED WIRE MESH FENCING

EXISTING PRECAST SPANDREL SPANDREL

POST BY WELDED WIRE

FENCING MANUFACTURER

AS501

EXISTING PRECAST PANNEL

VIF

7' - 0"

4 1/2" 4 1/2"

VI

F

7'

- 5

1/ 2"

NEW CHAIN LINK ANTI-CLIMB

AS501

ND-M

EXISTING PRECAST

CONCRETE

TYP MOUNTING BRACKET

NEW CHAIN LINK ANTI-CLIMB

PIPE 2 STD

2"

PROVIDE CAULKING TO

WATERPROOF

CONNECTION

PIPE 1 1/2 STD

TENSION BANDS @ 1'-0" OC

EXTERIOR INTERIOR

2"

EXISTING PRECAST

CONCRETE

TYPICAL SIDE MOUNTED BRACKET

VIF

VARIES

ND-1

NEW CHAIN LINK ANTI-CLIMB

PIPE 2 STD

PROVIDE CAULKING TO

WATERPROOF

CONNECTION

PIPE 1 1/2 STD

TENSION BANDS @ 1'-0" OC

PIPE 1 1/2 STD

TYPICAL SIDE MOUNTED CONNECTION

TYPICAL SIDE MOUNTED CONNECTION

EXTERIOR INTERIOR

8"

4"

1/4

(2) 3/8" DIA EXPANSION

ANCHORS W/ 1 5/8"

EMBED

5/16" BASE PLATE

2" 2"

1 1 /2"

5" 1 1

/2"

PIPER PER SECTION

8"

4"

1/4

(2) 3/8" DIA EXPANSION

ANCHORS W/ 1 5/8"

EMBED

5/16" BASE PLATE

2" 2"

1 1/2" 5" 1 1/2"

PIPE 1-1/2 STD

PIPE 2 STD

2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of

Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e r s a k e n n e d y D o c u m e n t s

V

A

D e t r o i t

V a k e n n e d y g u i d o n d e s i g n c o m r v t

P

M

AS501

SECTIONS AND DETAILS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST.

INDINANAPOLIS, IN 46202

317-800-6388

MARK VANDERWOUDE

GHAFARI ASSOCIATES

17101 MICHIGAN AVE.

DEARBORN, MI 48126

CRAIG WESTRICK

ANTI-CLIMBING SYSTEM FOR

PARKING GARAGE

DETROIT, MI

553-17-101

NA

09/19/2019 MAV ADK

BID DOCUMENTS

313-441-3000

SCALE: 1 1/2" = 1'-0"AS501

2 SECTION

SCALE: 3/4" = 1'-0"AS501

7 TYPICAL ELEVATION

SCALE: 1 1/2" = 1'-0"AS501

4 SECTION THRU WIRE MESH ANTI-CLIMB TOP LEVEL

SCALE: 1" = 1'-0"AS501

9 ELEVATION THRU WIRE MESH ANTI-CLIMB TOP LEVEL

SCALE: 3/4" = 1'-0"AS501

8 ELEVATION THRU CONCRETE WALL OPENING

SCALE: 3/4" = 1'-0"AS501

3 SECTION

SCALE: 3/4" = 1'-0"AS501

1 SECTION

SCALE: 3" = 1'-0"AS501

5 TYPICAL MOUNTING BRACKET

SCALE: 3" = 1'-0"AS501

6 TYPICAL SIDE MOUNTED BRACKET

EQ EQ EQ

VARIES

2" 4 1

/2"

2" 2"1"

1"

1" 6" 1"

8"

5/16" PLATE W/ (4) 3/8" DIA EXPANSION

ANCHORS W/ 1 5/8" EMBED

PIPE 1 1/2 STD PIPE 2 STD

PIPE 2 STD

PROVIDE CAULKING TO

WATERPROOF CONNECTOIN

VI

F

0"

LADDER SECURITY DOOR

BASIS OF DESIGN BY SKY HIGH

LADDERS OR APPROVED

EQUAL

7'

- 0

VIF

1' - 8"

LADDER TO ROOF AT

TOP LEVEL ONLY.

SEE DETAIL 3/AS502

NEW CHAIN LINK

ANTI-CLIMB

16'

- 6

VIF

EXISTING FIRE

PROTECTION SYSTEM

VIF

90.00°

TENSION BAND AROUND

ANTI-CLIMB POSTANTI-CLIMB POST

UNISTRUT ASSEMBLY FOR

MOUNTING SECURITY

CAMERA OR ELECTRICAL

BOX TO ANTI-CLIMB

SYSTEM AS REQUIRED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of

Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e r s a k e n n e d y D o c u m e n t s

V

A

D e t r o i t

V a k e n n e d y g u i d o n d e s i g n c o m r v t

P

M

AS502

SECTIONS AND DETAILS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST.

INDINANAPOLIS, IN 46202

317-800-6388

MARK VANDERWOUDE

GHAFARI ASSOCIATES

17101 MICHIGAN AVE.

DEARBORN, MI 48126

CRAIG WESTRICK

ANTI-CLIMBING SYSTEM FOR

PARKING GARAGE

DETROIT, MI

553-17-101

NA

09/19/2019 MAV ADK

BID DOCUMENTS

313-441-3000

SCALE: 3/8" = 1'-0"AS502

2 STAIR TOWER ELEVATION

SCALE: 3" = 1'-0"AS502

4 STAIR TOWER CONNECTION

SCALE: 1/2" = 1'-0"AS502

3 LADDER SECURITY DOOR

SCALE: 1/4" = 1'-0"AS502

1 TYPICAL STAIR TOWER

SCALE: 3" = 1'-0"AS502

5 UNISTRUT SUPPORT ELECTRICAL EQUIPMENT MOUNTING DETAIL

AIR TERMINAL 3/8"X12" SOLID COPPER #HB-308C

COPPER STANDED CONDUCTOR

ADHESIVE COPPER BASE #HB-23C

NO.: "X" SOLID CU AIR TERMINAL

NO. 166: CU LOOP CABLE HOLDER @ 3'-0" OC

NO. 611: FLAT MOUNT POINT BASE

NO. BARE CU CONDUCTOR

STAINLESS STEEL FASTENERS

COPPER STRANDED CONDUCTOR

PRESSURE CABLE CONNECTION

SIDE MOUNTED BASE #HB-16C

AIR TERMINAL 3/8"X12" SOLID COPPER #HB-308C

1.

2.

3.

NOTES:

CONNECT ALL METAL PARTS/BODIES EXTENDING THROUGH THE ROOF OF THE

LIGHTNING PROTECTION GRID WITH #4/O COPPER CONDUCTOR.

VERIFY LOCATION AND ROOF PENETRATION WITH ARCHITECT PRIOR TO INSTALLATION

ALL CONDUCTORS SHALL BE APPROVED BY U.L. AND ALL AUTHORITIES HAVING

JURISDICTION

NO.: "X" SOLID CU AIR TERMINAL

NO. 166: CU LOOP CABLE HOLDER @ 3'-0" OC

NO. BARE CU CONDUCTOR

NO. 690X: PARAPET MOUNT POINT BASE

NO. 800 TINNED COPPER

BONDING STRAP

NO. 240 OR 240X: TINNED PIPE BONDING CLAMP

NO. 702: TINNED BRONZE

BONDING PLATE

NO. 142X: SECONDARY

SIZE BONDING CLAMP

NO. 423B: CAST BRONZE

PARALLEL SPLICER

NO. 551: CAST BRONZE

BONDING LUG

NO. 143: BRONZE MAIN FLAT

METAL BONDING CLAMP

NO. 142HD: BRONZE FLAT

METAL BONDING CLAMP

NO. 561: CAST BRONZE

BONDING LUG

M

M

M

M M

S

S

M

M

S

M

1.

2.

NOTES:

M = MAIN CABLE

S = SECONDARY CABLE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of

Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e r s a k e n n e d y D o c u m e n t s

V

A

D e t r o i t

V a k e n n e d y g u i d o n d e s i g n c o m r v t

P

M

EE101

ELECTRICAL DETAILS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST.

INDINANAPOLIS, IN 46202

317-800-6388

MARK VANDERWOUDE

GHAFARI ASSOCIATES

17101 MICHIGAN AVE.

DEARBORN, MI 48126

CRAIG WESTRICK

ANTI-CLIMBING SYSTEM FOR

PARKING GARAGE

DETROIT, MI

553-17-101

NA

09/19/2019 MAV ADK

BID DOCUMENTS

313-441-3000

SCALE: 12" = 1'-0"EE101

1 ADHESIVE AIR TERMINAL BASE DETAIL

SCALE: 12" = 1'-0"EE101

2 LIGHTNING ROD AIR TERMINAL

SCALE: 12" = 1'-0"EE101

3 SIDE MOUNTED AIR TERMINAL BASE DETAIL

SCALE: 12" = 1'-0"EE101

4 SIDE MOUNTED LIGHTNING ROD AIR TERMINAL

SCALE: 12" = 1'-0"EE101

5 TYPICAL BONDING AND SPLICING