36C25019B0039-003.pdf

Drawing Title

Approved:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

CHALMERS P. WYLIE VA AMBULATORY CARE CENTER

Bldg 3 o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

CONSULTANTS:

1221 N. Pennsylvania Street, Ste. 200 Indianapolis, IN 46202 317.800.6388

WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERINGC

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A C o lu m b u s F a llD e te rr e n t B id -A rc h v m v a n d e rw o u d e .r v t

FINAL BID DOCUMENTS

GI000

STWMJV

TITLE PAGE

04/04/2019

757-20-204ADD FALL DETERRENT

TO PARKING GARAGE

855 Grandview Avenue, 3rd Floor Columbus, OH 43215

Phone: (614) 443-1178 Fax: (614) 443-1594

Email: dynamix@dynamix-ltd.com

Facility Engineering Consultants

Engineering Ltd.

Contact:Contact: Contact:

DYNAMIX ENGINEERING LTD.

Doug Smith, PE.

MEP Engineer

855 Grandview Ave.

Columbus, OH 43215 p: 614.443.1178 e: dsmith@dynamix-ltd.com

MECHANICAL,

ELECTRICAL &

PLUMBING

STRUCTURAL

ENGINEERDEPT. OF VETERANS

AFFAIRS

CHALMERS P. WYLIE

AMBULATORY CARE CENTER

Jennifer N. Miller

General Engineer

420 North James Road Columbus, OH 43219-1834 p: 614.388-7332 f: 614.257.5312 e: Jennifer.Miller197e76@va.gov

OWNER

GUIDON DESIGN INC.

Stewart Whitcomb, AIA Architect

1221 N. Pennsylvania St Ste. 200 Indianapolis, IN 46202 p: 317.800.6388 e: swhitcomb@guidondesign.com

ARCHITECT

Contact:

GUIDON DESIGN INC.

Mark VanderWoude, PE Structural Engineer

1221 N. Pennsylvania St Ste. 200 Indianapolis, IN 46202 p: 317.800.6388 e:mvanderwoude@guidondesign.com

VICINITY MAP

LOCATION MAP

Columbus VA ACC

Project Location

ADD FALL DETERRENT TO

PARKING GARAGE

FINAL BID DOCUMENTS

DEPT. OF VETERANS AFFAIRS

CHALMERS P. WYLIE

VA AMBULATORY CARE CENTER

COLUMBUS, OHIO

SHEET LIST - ADD FALL DETERRENT TO PARKING GARAGE

SHEET NUMBER SHEET NAME

GI000 TITLE PAGE

GI100 ABBREVIATIONS, SYMBOLS, AND CODES

GI111 STRUCTURAL GENERAL NOTES

AS300 FALL DETERRENT ELEVATIONS

AS600 FALL DETERRENT DETAILS

Engineering service

757-20-204

Engineering Office

PROJECT DESCRIPTION:

ADD NEW FALL DETERRENT FENCING TO THE

EXISTING PARKING GARAGE ON LEVELS B & C.

Farid Mehr, PE Engineering Services

STO

P

VAN VAN

V A

N

VAN VAN

STOP

ARCHITECTURAL ABBREVIATIONS

A/C AIR CONDITIONING

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH

DISABILITIES ACT

A&E ARCHITECT AND ENGINEERS

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITIES HAVING

JURISDICTION

AHU AIR HANDLING UNIT

ALT ALTERNATIVE

ALT TRANS ALTERNATIVE TRANSPORTATION

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AVG AVERAGE

BB BULLETIN BOARD

BD BOARD

BG BUMPER GUARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BRG BEARING

CB CATCH BASIN

CBB CEMENTITIOUS BACKER

BOARD

CER CERAMIC

CF CUBIC FEET

CFCI CONTRACTOR FURNISH

CONTRACTOR INSTALL

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD, CEILING

GRILLE

C & G CURB & GUTTER

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNITS

CO CLEANOUT(S)

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

CP CONCRETE PIPE

CPT CARPET

CRS COLD ROLLED STEEL

CS CAST STONE

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION

SPECIFICATIONS INSTITUTE

CT CERAMIC TILE

CTR CENTER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CY CUBIC YARD

D DRYER

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DISP DISPENSER

DIV DIVISION

DN DOWN

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

(E) EXISTING

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION

AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATED

ETS EXPOSED TO STRUCTURE

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF & E FURNITURE FIXTURES & EQUIPMENT

FIN FINISH

FIXT FIXTURE

FL FLOW LINE

FLR FLOOR

FLUORFLUORESCENT

FO FINISH OPENING

FOS FACE OF STUD

FR FIRE RATED

FSP FIRE STANDPIPE

FT FOOT / FEET

FTG FOOTING

FURR FURRING

FV FIELD VERIFY

FVC FIRE VALVE CABINET

FWC FABRIC WALLCOVERING

QA QUALITY ASSURANCE

QT QUARRY TILE

R R-VALUE (INSULATION),

RADIUS, RISER

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE: REFERENCE

REBAR REINFORCING BAR

REC RECESSED

RECPT RECEPTACLE

REF REFRIGERATOR

REG REGISTER

REINF REINFORCE

REQD REQUIRED

RESIL RESILIENT

REV REVISION

RH ROOF HATCH

RM ROOM

RO ROUGH OPENING

RT RUBBER STAIR TREAD

S SOUTH

SAF SEAMLESS ACRYLIC FLOORING

SAP SUSPENDED ACOUSTICAL

PANELS

SAT SUSPENDED ACOUSTICAL TILE

SB SPLASHBLOCK

SC SEALED CONCRETE, SOLID

CORE

SCHED SCHEDULE

SCP SCUPPER

SD SOAP DISPENSER

SEAL SEALER

SECT SECTION

SF SQUARE FOOT

SF CMU SPLIT-FACE CMU

SHR SHOWER

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SL SLOPE

SLV SHORT LEG VERTICAL

SND SANITARY NAPKIN DISPOSER

SNV SANITARY NAPKIN VENDOR

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL

SYS SYSTEM

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GARBAGE DISPOSAL

GF CMU GROUND FACE CMU

GFCI GROUND FAULT CIRCUIT

INTERRUPTER

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLACK

GLU LAM GLUE LAMINATED WOOD

GND GROUND

GT GROUT

GYP BD GYPSUM BOARD

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIB

HC HOLLOW CORE

HCP HANDICAPPED

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR, HANDRAIL

HT HEIGHT

HVAC HEATING, VENTILATING & AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IG INSULATING GLASS

IN INCH

INCAN INCANDESCENT

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

ITG INSULATED TEMPERED GLASS

JAN JANITOR

J-BOX JUNCTION BOX

JT JOINT

L LONG

LAV LAVATORY

LB(S) # POUND(S)

LF LINEAL FEET

LLV LONG LEG VERTICAL

LT LIGHT

LVR LOUVER

T TREAD

TB TACKBOARD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

TD TUBULAR DAYLIGHTING DEVICE

TEL TELEPHONE

TEMP TEMPERATURE

TG TEMPERED GLASS,

TONGUE & GROOVE,

TRANSFER GRILLE

THRU THROUGH

TO TOP OF

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TTD TOILET TISSUE DISPENSER

TV TELEVISION

TYP TYPICAL

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

URN URINAL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDP WOOD PANELING

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WATER HEATER

WR WASTE RECEPTACLE,

WATER RESISTANT

WS WATER STOP

WSCT WAINSCOTT

WT WEIGHT

WWF WELDED WIRE FABRIC

M & BH MOP AND BROOM HOLDER

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MECH MECHANICAL

MEPF MECHANICAL, ELECTRICAL, PLUMBING,

FIRE PROTECTION (CONDUIT)

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MSB MOP SERVICE BASIN

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NECY NECESSARY

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER,

OVERFLOW DRAIN

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED

OWNER INSTALLED

OH OPPOSITE HAND

OPN OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

P PLASTIC

PARTN PARTITION

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTL PORCELAIN TILE

PVC POLYVINYL CHLORIDE

XX-XX

XX

X

X XXXX

X

X

X XXXXX

WALL IDENTIFIER

FRAME IDENTIFIER

EQUIPMENT IDENTIFIER

REVISION INDICATOR

ROOM NAME

BUILDING SECTION

REFERENCE

SECTION REFERENCE

BUILDING ELEVATION

REFERENCE

PARTIAL ELEVATION

REFERENCE

ELEVATION INDICATION

ARCHITECTURAL DRAWING SYMBOLS

DRAWING NUMBER

SHEET WHERE DETAIL

IS LOCATED

DRAWING NUMBER

SHEET WHERE DETAIL

IS LOCATED

DRAWING NUMBER DETAIL

SHEET WHERE DETAIL

IS LOCATED

NORTH

NORTH ARROW

HANDICAP

SYMBOL

1337A

PROPOSED DOOR

AND DOOR

NUMBER

COLUMN GRID

IDENTIFIER

MATCH LINE

FIRE EXTINGUISHER,

WALL MOUNT

AUTOMATED EXTERNAL

DEFIBRILLATOR

FEC

AED

ROOM IDENTIFIER

SHEET LOCATION

ROOM NUMBER

VIEW NUMBER

XX ALTERNATE NOTE

DETAIL REFERENCE

EXISTING COLUMN

GRID IDENTIFIER

1 View Name A101 1/8" = 1'-0"

ROOM NAME

S1

BUILDING

OBJECT

REFERENCED

FINISH

FLOOREL. = 100'-0"

FINISH

FLOOREL. = 100'-0"

EXISTING ELEVATION

INDICATION

8'-0" AFF SPOT ELEVATION

INDICATION

SPECIALTIES AND

EQUIPMENT IDENTIFIER

XX

OBJECT

REFERENCED

MATCHLINE

NOT ALL SYMBOLS MAY BE USED

RIGID INSULATION

BLOCKING OR SHIMMING

FINISH WOOD

ROUGH WOOD FRAMING CERAMIC TILE

PLYWOOD

PARTICLE BOARD

ACOUSTIC TILE

EARTH

CONCRETE

GRAVEL STEEL

CONCRETE

MASONRY UNIT

ALUMINUM

BRASS / BRONZE

BATT INSULATION

MATERIALS LEGEND

GYPSUM BOARD

SAND / MORTAR / PLASTER /

CEMENT

GYP. BD. CLG.

OPEN GRID CLG.

PRECAST CONCRETE

BRICK

ACOUSTIC TILE

STRUCTURAL COLUMN

RE: STRUCTURAL

DRAWINGS AND DIMENSIONS

5. THE DRAWINGS AND SPECIFICATIONS, INCLUDING

DRAWINGS PREPARED BY SPECIFIC ENGINEERING

DISCIPLINES (SUCH AS STRUCTURAL, ELECTRICAL)

ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE

LOCATION IN THE DRAWINGS SHALL BE CONSIDERED

TO BE REQUIREMENTS OF THE CONTRACT FOR

CONSTRUCTION. IN THE EVENT OF AN

INCONSISTENCY BETWEEN THE DRAWINGS AND

SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE

CONTRACTOR SHALL SEEK CLARIFICATION OR

INTERPRETATION FROM THE COR PRIOR TO BIDDING.

WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR

TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR

INTENT CANNOT BE REASONABLY INFERRED, THE

CONTRACTOR SHALL PROVIDE THE BETTER QUALITY

OR GREATER QUANTITY OF WORK.

6. USE OF THE WORD "VERIFY" POINTS OUT A

SITUATION WHICH MUST BE CONFIRMED PRIOR TO

PROCEEDING WITH THE WORK, FABRICATION OF

EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE

COR OF ANY DISCREPANCY

7. THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE FOR NOTIFYING THE COR IMMEDIATELY

SHOULD ANY DISCREPANCIES BE FOUND IN THE

DRAWINGS AND SPECIFICATIONS.

8. THE GENERAL CONTRACTOR IS RESPONSIBLE

FOR CHECKING ALL FIELD CONDITIONS AND

DIMENSIONS AS THEY RELATE TO THIS PROJECT.

SHOULD DISCREPANCIES EXIST BETWEEN THE WORK

INDICATED AND ACTUAL FIELD CONDITIONS NOTIFY

THE COR PRIOR TO PROCEEDING WITH THE WORK.

9. DO NOT SCALE THE DRAWINGS. DRAWING SCALES

AS INDICATED ARE FOR REFERENCE ONLY AND ARE

NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR

DESIGNATED CONDITIONS. WRITTEN DIMENSIONS

SHALL GOVERN.

1. THESE DOCUMENTS WERE PRODUCED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S

UNIFORM DRAWING SYSTEM AND THE NATIONAL CAD

STANDARD AS GUIDES.

2. ANY INDICATION OF PROJECT LIMITS OR LINES OF

DEMARCATION ARE SHOWN FOR THE CONVENIENCE

OF THE CONTRACTOR, AND ARE NOT TO BE TAKEN

LITERALLY. ACTUAL CONTRACT LIMITS ARE TO BE

DETERMINED BY THE CONTRACTOR AND APPROVED

BY THE COR BEFORE ACTUAL CONSTRUCTION WORK

BEGINS.

3. DRAWINGS ARE PREPARED USING DIMENSIONS

AND PRODUCT CONFIGURATIONS OR DETAILS OF

SPECIFIC MANUFACTURERS. DIMENSIONS AND

DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE

BEFORE THEY ARE ACTUALLY INCORPORATED INTO

THE WORK, AND PRODUCTS BY OTHER

MANUFACTURERS MAY ALSO BE ACCEPTABLE.

THEREFORE, ACTUAL INSTALLATION DETAILS AND

DIMENSIONS MAY DIFFER FROM THOSE SHOWN.

CONTRACTOR SHALL VERIFY INSTALLATION

REQUIREMENTS FOR ALL PRODUCTS TO BE

INCORPORATED IN THE WORK AND IS RESPONSIBLE

FOR ACCOMMODATING AND COORDINATING

CHANGES TO OTHER MATERIALS OR PRODUCTS THAT

ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

4. THE DRAWINGS, SPECIFICATIONS AND

ATTACHMENTS ARE SEPARATED INTO DISCIPLINES

FOR THE CONVENIENCE. THE SEPARATIONS USED

HEREIN ARE USED ONLY FOR THE PURPOSES OF

CONVENIENCE AND REFERENCE AND IN NO WAY DO

THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY

PART OF THE DRAWINGS, OR OF THE DRAWINGS AND

SPECIFICATIONS AS A WHOLE. THE FACT THAT THE

DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS

THAT THE WORK IS NOT TO BE CONSTRUCTED AS A

COMPLETE, INTEGRATED AND UNIFIED WHOLE.

GOVERNING CODES:

NFPA 101, Life Safety Code, 2018 edition (LSC)

IBC 2018

NFPA 88A Standard for Parking Structures 2019 NFPA 780 Standard for the Installation of Lightning

Protection Systems 2017 Edition

VA DESIGN MANUALS:

VA Parking Design Manual & Demand Model, April 2013 VA Architectural Design Manual, August 2014 VA Electrical Design Manual, December 2015 VA Structural Design Manual, February 2014 VA Physical Security Design Manual - Life Safety, 2015

GENERAL REQUIREMENTS

1. ATTENTION ALL USERS OF THESE DRAWINGS,

GENERAL CONTRACTORS, SUB CONTRACTORS,

MANUFACTURERS, SUPPLIERS: CAREFULLY AND

THOROUGHLY REVIEW THESE GENERAL NOTES. IT IS

YOUR RESPONSIBILITY TO KNOW AND ADHERE TO

THESE REQUIREMENTS.

2. DO NOT PRESUME THAT YOUR SCOPE OF WORK IS

SINGULARLY DEFINED. YOUR SCOPE OF WORK IS

DEFINED THROUGHOUT THE ENTIRE SET OF DRAWINGS,

SPECIFICATIONS AND ATTACHMENTS ARE NOT

CONTAINED IN JUST ONE SERIES OF DRAWINGS OR

DIVISION OF SPECIFICATIONS. YOU MUST REVIEW THE

ENTIRE SET OF CONTRACT DOCUMENTS TO DETERMINE

YOUR SCOPE OF WORK.

3. EVERY EFFORT HAS BEEN MADE TO MAKE THESE

DOCUMENTS CONCISE AND COORDINATED, TO DEFINE

WORK IN THE MOST LOGICAL PLACE AND TO ELIMINATE

REDUNDANCY. KEEP IN MIND HOWEVER THAT YOUR

SCOPE OF WORK CAN BE CONTAINED IN VARIOUS

PLACES, WITH VARYING DESCRIPTIONS. DO NOT

CONSIDER THAT THERE IS ONE CUSTOMARY PLACE TO

LOCATE YOUR WORK. THERE IS A DANGER OF OMITTING

WORK FROM YOUR SCOPE BECAUSE THE ENTIRE SET OF

DOCUMENTS WAS NOT REVIEWED.

4. ELECTRICAL ELEMENTS SHOW INFORMATION IN A

DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE

GENERAL CONTRACTOR IS TO COORDINATE THE

LOCATIONS OF ALL MECHANICAL AND ELECTRICAL

EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL

AND STRUCTURAL DETAILING OF SHAFTS, CHASES, AND

SUCH.

5. THE CONTRACTOR SHALL VISIT THE SITE AND

BECOME FAMILIAR WITH SITE CONDITIONS AS THEY MAY

AFFECT CARRYING OUT THE WORK AS DESCRIBED IN

THESE CONTRACT DOCUMENTS. THE CONTRACTOR

SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR

ALL CONDITIONS OF THE PROJECT, AND NOTIFY THE

COR OF ANY CONDITIONS THAT REQUIRE MODIFICATION

BEFORE PROCEEDING WITH THE WORK.

GENERAL NOTES:

6. THE CONTRACTOR SHALL PROVIDE ALL

MATERIALS, EQUIPMENT, LABOR, AND SERVICES

NECESSARY TO COMPLETE THE SAFETY

ENHANCEMENT WORK IN AN OPERATIVE AND

FULLY FUNCTIONAL MANNER.

7. ALL PERSONS DIRECTLY OR INDIRECTLY

ASSOCIATED WITH THE PROJECT SHALL BE

FAMILIAR WITH THE RULES AND REGULATIONS OF

THE OCCUPATIONAL SAFETY AND HEALTH ACT,

AND IMPLEMENT THOSE RULES AS THEY APPLY TO

THIS PROJECT.

8. ALL WORK PERFORMED SHALL BE IN

ACCORDANCE WITH THE BUILDING CODES AS

NOTED ON GENERAL INFORMATION (GI) SHEETS

AND AS BELOW.

9. CONTRACTOR SHALL SUBMIT CONFORMATION

OF ORDERED MATERIALS OR ITEMS NECESSARY

TO COMPLETE THE PROJECT WITH PROJECTED

DELIVERY DATE GREATER THAN FOUR WEEKS.

10. ALL SUBCONTRACTORS SHALL SUBMIT SHOP

DRAWINGS AS REQUIRED FOR APPROVAL PRIOR

TO COMMENCING ANY WORK.

11. THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE FOR THE COORDINATION OF ALL

TRADES AND THE PREVENTION OF CONFLICT

BETWEEN ALL TRADES.

12. THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE FOR LOCATING AND PROTECTING

ALL UTILITY LINES. LOCATIONS SHOWN ARE

APPROXIMATE. REPAIR ALL DAMAGE TO UTILITY

LINES CAUSED BY CONSTRUCTION OPERATIONS

AT NO COST TO THE OWNER.

Existing building complies with:

ASCE-07-16

ACI 318-14

AISC 360-10

PCI MNL 120-10, Design Handbook

NFPA 70/NEC

NFPA 88A Standard for Parking Structures 2011 International Plumbing Code 2010 ADA Standards for Accessible Design Architectural Barriers Act (ABA) 2006

C. FIRE RESISTANCE RATED SEPARATIONS

The Garage has been designed as nonseparated mixed uses. Incidental uses do not occur so no fire rated separation is required between occupancies. Interior building elements that require fire resistance ratings are listed below, and all are installed to meet these requirements:

BUILDING ELEMENT FIRE RESISTANCE RATING CODE REFERENCE

Exit stair enclosures Open, 0 (1,2) NFPA 88A, 4.1.5

NFPA 101, 42.8.1.1

Exit stair enclosures Open, 0 (1,2) NFPA 88A, 4.1.5

NFPA 101, 42.8.1.1

Ramps Open,0 (1,2) NFPA 101 42.8.3.1.1 (3)

Mechanical Exhaust and Supply duct NFPA 101, 42.8.3.1.2 systems where the duct system is 0 IBC 708.2 located within the garage and serves Excep. 15 only the garage

Other shafts which connect 2 or more stories Open, 0 (1) NFPA 101 42.8.3.1.2

Elevator machine rooms 0 IBC 3006.4 Excep. 2

Emergency generator (if provided) 2

THE WORK IS NOT TO CHANGE, COMPROMISE OR AFFECT FIRE RATED SEPARATIONS IN ANY WAY.

DAMAGED FIRE RATINGS SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER.

Fire barriers will extend from the top of the floor below to the underside of the floor or roof deck above. The openings and penetrations in required exit enclosures will be protected with self-closing or automatic-closing opening protectives.

Openings in fire resistance rated walls will be protected in accordance with the following:

COMPONENT WALLS AND PARTITIONS FIRE DOOR

ASSEMBLIES (HR) IBC 709 (MIN) IBC 715

Elevator Hoistways, Elevator Machine Rooms 1 60

2 90 Vertical Shafts (including enclosed exit stairways) 1 60

2 90 Exterior walls and walls of shafts and hoistways (HR) IBC 602 and 705. Penetrations in exterior walls with Fire Separation Distance (X) > 30' 0 00

Piping, conduit, and wire penetrations of fire rated construction will be protected by materials or systems of the same hourly rating listed by Underwriters Laboratories (UL), Factory Mutual (FM), or a National Recognized Testing Laboratory (NRTL). Duct, air transfer openings, and other penetrations through floors, shaft enclosures and other fire rated construction will be protected in accordance with the IBC.

D. BUILDING PLACEMENT

NO CHANGE

E. INTERIOR FINISH

NO CHANGE

F. EGRESS LIGHTING AND EXIT SIGNAGE

NO CHANGE

G. MEANS OF EGRESS

NO CHANGE

H. EMERGENCY ELEVATOR OPERATION

Planned and Future elevator will have a smoke/heat detector, located in its respective lobby, on each floor level. Upon activation of a lobby or machine room smoke detector, the elevators served by that lobby or machine room will be recalled to the main level of the building, one at a time. In the event that the alarm is on this designated level, the elevators will be recalled one at a time to an alternate level. It is proposed to recall only the elevator or group of elevators served by the affected lobby or elevator machine room.

After returning to the appropriate level, the elevators will stop, the doors will open, and the elevators will be rendered inoperable without the use of the fireman's key or until such time that they are manually reset to the normal operating mode. This mode of operation is provided for fire department use to allow for access to all levels served by the elevators.

NO CHANGE

K. PORTABLE FIRE EXTINGUISHERS

1. Portable fire extinguishers will be provided throughout the garages as required by IFC section 906.1 and spaced in accordance with NFPA 10, 2010 edition.

NO CHANGE

A. OCCUPANCY CLASSIFICATION

1. The parking garage is classified as Ordinary Hazard storage facilities, and Group S-2 Occupancy.

2. Definitions:

1. Enclosed Parking Structure: Any parking structure that is not an open parking structure.

2. Open Parking Structure: A parking structure that meets the requirements of NFPA 88A Section 4.7.1 as referenced by NFPA 101 Section 42.

i. Each parking level shall have wall openings to the atmosphere for an area of not less than 1.4 square feet for each linear foot of the exterior perimeter.

ii. Opening shall be distributed over a minimum of 40% of the building perimeter or uniformly over two opposing sides.

iii. Interior wall lines and columns shall be at least 20% open, with openings distributed to provide ventilation.

3. Ramp Type Parking Structure: A parking Structure that utilizes sloped ramps for vertical vehicle circulation.

B. CONSTRUCTION CLASSIFICATION

1. The parking garage is to be constructed in accordance with the provisions of NFPA 88A as defined in NFPA

220. Construction type for a building exceeding 25 feet in height shall be Type I, Type II(2) or Type II(1) . An open parking garage of these construction types may be unlimited in height and area.

2. The Parking Garage has two levels above grade and is classified as an OPEN PARKING STRUCTURE. The construction classification is Type IB based upon the occupancy and area of the building.

3. Primary structural elements of Type II (2)buildings will be 2-hour rated, primary structural elements supporting a roof only will be 1-hour rated, and all floor construction will have a fire resistance rating of 2- hours. Primary structural elements of Type II(1) buildings will be 1-hour rated. Primary structural elements supporting a roof only will be 1- hour rated, and all floor construction will have a fire resistance rating of 1- hours.

4. Primary structural members are considered to be bearing walls, columns, and the girders, beams, trusses and spandrels having direct connections to columns and bracing members designed to carry gravity loads. The members of floor or roof panels which have no connection to the columns and do not carry a gravity load are considered secondary members and are not part of the structural frame of a building.

CODE ANALYSIS

A

B

C

D

1 2

E

3 4 5 6 7 8 9 11 12 13 14 15 16 1810

F

40115S 50080 2

DIAGONAL DISTANCE = 361' - 6"

EXIT SEPARATION DISTANCE = 303' - 6"

F E

C

F E

C

F E

C

F E

C

CONTRACTORS PERMITTED TO USE

NORTH PARKING STALLS FOR STAGING AND

STORAGE. COORDINATE WITH COR AND SPEC.

CONTRACTORS PERMITTED TO USE

UNDER-RAMP STORAGE FOR STAGING AND

STORAGE. COORDINATE WITH COR AND SPEC.

SECURE STORAGE

OUT OF SCOPE

ENCLOSED STAIRS

OUT OF SCOPE

DO NOT OBSTRUCT

EGRESS

Drawing Title

Approved:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

CHALMERS P. WYLIE VA AMBULATORY CARE CENTER

Bldg 3 o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

CONSULTANTS:

1221 N. Pennsylvania Street, Ste. 200 Indianapolis, IN 46202 317.800.6388

WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERINGC

U s e rs

\m v a n d e rw o u d e \D o c u m e n ts

\1 .1

.1

V

A C o lu m b u s F a llD e te rr e n t B id -A rc h v m v a n d e rw o u d e .r v t

FINAL BID DOCUMENTS

GI100

AROSTW

ABBREVIATIONS,

SYMBOLS, AND CODES

04/04/2019

757-20-204ADD FALL DETERRENT

TO PARKING GARAGE

855 Grandview Avenue, 3rd Floor Columbus, OH 43215

Phone: (614) 443-1178 Fax: (614) 443-1594

Email: dynamix@dynamix-ltd.com

Facility Engineering Consultants

Engineering Ltd.

1" = 40'-0"GI100

FALL DETERRENT CODE PLAN1

Drawing Title

Approved:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

CHALMERS P. WYLIE VA AMBULATORY CARE CENTER

Bldg 3 o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

CONSULTANTS:

1221 N. Pennsylvania Street, Ste. 200 Indianapolis, IN 46202 317.800.6388

WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERINGC

U s e rs

\m v a n d e rw o u d e \D o c u m e n ts

\1 .1

.1

V

A C o lu m b u s F a llD e te rr e n t B id -A rc h v m v a n d e rw o u d e .r v t

FINAL BID DOCUMENTS

GI111

DRKSTW

STRUCTURAL

GENERAL NOTES

04/04/2019

757-20-204ADD FALL DETERRENT

TO PARKING GARAGE

855 Grandview Avenue, 3rd Floor Columbus, OH 43215

Phone: (614) 443-1178 Fax: (614) 443-1594

Email: dynamix@dynamix-ltd.com

Facility Engineering Consultants

Engineering Ltd.

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 CIVIL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND

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 STRUCTURAL ENGINEER.

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

FABRICATION BEGINS.

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 STRUCTURAL ENGINEER. 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:

1. 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.

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 STRUCTURAL ENGINEER.

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 STRUCTURAL ENGINEER AND COR FOR REVIEW.

1. EXPANSION ANCHORS

2. ADHESIVE ANCHORS

EXPANSION ANCHORS

EXPANSION ANCHORS SHALL BE CARBON STEEL ANCHORS AS MANUFACTURED BY HILTI FASTENING SYSTEMS OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER 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 STRUCTURAL ENGINEER, 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.

NON-SHRINK GROUT

GROUT SHALL BE A NON-METALLIC, SHRINKAGE RESISTANT (WHEN TESTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C827 OR CRD-C621), PREMIXED, NON-CORROSIVE, NON-STAINING PRODUCT CONTAINING PORTLAND CEMENT, SILICA SANDS, SHRINKAGE COMPENSATING AGENTS AND FLUIDITY IMPROVING COMPOUNDS. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'C) OF

5,000 PSI IN 28 DAYS.

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 WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, 50 KSI.

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.

STEEL STUDS SHALL CONFORM TO ASTM A108.

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

ARCHITECT. COORDINATE FINISH PAINTING REQUIREMENTS WITH THE ARCHITECT.

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 NOTED TO BE GALVANIZED 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. UNLESS NOTED OTHERWISE ON THE DRAWINGS, DESIGN BEAM CONNECTIONS NOT SHOWN, TO SUPPORT A MINIMUM OF A 10 KIP SHEAR REACTION. PROVIDE NO LESS THAN 2 BOLTS IN ANY SINGLE LINE OF BOLTS, UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS.

GALVANIZE ALL EXPOSED STEEL.

EXISTING CONDITIONS

WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ORIGINAL PARKING GARAGE 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 STRUCTURAL ENGINEER 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 STRUCTURAL ENGINEER 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.

LEVEL A

EL. = 100' - 0"

LEVEL B

EL. = 111' - 4"

LEVEL C

EL. = 122' - 8"

1 2 3 4 5 6 7 8 9 11 12 13 14 15 16 18101.5 17.315.5 17

AS600

7' - 8" 5' - 4" 7' - 8" 7' - 8" 5' - 4" 7' - 8" 7' - 8" 5' - 4" 7' - 8" 5' - 4" 6' - 2" 5' - 5" 5' - 5" 7' - 8" 7' - 8" 5' - 4" 5' - 2"

2' - 0" 1' - 0" 2' - 0"

6' - 8" 5' - 4" 6' - 2" 7' - 8" 5' - 4" 7' - 8" 7' - 8" 5' - 4" 7' - 8" 7' - 8" 5' - 4" 7' - 8" 7' - 8" 5' - 4" 7' - 8" 8' - 0"

3' - 5 3/4" VIF

4' - 4"

7' - 8"7' - 6"5' - 6"

AS600

AS600

SIM.

SIM.

SIM.

NEW HSS 12x6x1/2 COLUMNS AND BEAM. BRACE TO METAL STAIR STRUCTURE W/ HSS 6x6x5/6 HORIZONTAL MEMBERS.

PROVIDE FULL-BUTT WELD TO COLUMNS.

AT THIS COLUMN COORDINATE STEEL TUBES

WITH EXISTING LIGHT POLE.

1' - 9 1/2"

/8

/4

V .I .F

PROVIDE STEEL PLATES

PER 15/AS600 AND 16/AS600

V

IF

NOTE: NOMINAL DIMENSIONS SHOWN AT LEVEL C OF THIS ELEVATION ARE FOR FALL DETERRENCE AND FROM CENTER-LINE TO CENTER-LINE OF STEEL TUBE OR CONCRETE COLUMN.

CONTRACTOR SHALL COORDINATE STEEL COLUMN FABRICATOR AND CONNECTIONS WITH WOVEN WIRE MANUFACTURER.

COLUMNS AT COLUMN LINES E5 THROUGH E14 INCLUDE LIGHTNING PROTECTION AIR TERMINALS TO BE RELOCATED, SEE DETAIL 4 AND 5 ON AS600

PROVIDE STEEL TUBE AND FALL DETERRENT IN-SWING GATE PER 10/AS600 ANGLE DETAIL.

HARDWARE SET HW-G3. MOUNT GRADE/FLOOR HARDWARE INTO TOP OF CONCRETE WALL

11' - 6 13/16"20' - 8"20' - 8"20' - 8"20' - 8"19' - 2"3' - 0"19' - 2"30' - 0"20' - 8"20' - 8"20' - 8"20' - 8"

1 1 1 1 1 1 1 1

1 1 1

22' - 6"11' - 2"11' - 4"

VIF

4' - 11 1/2"6' - 6"5' - 4"7' - 8"7' - 10"

AS600

7' - 8" 5' - 4" 7' - 8" 7' - 8" 5' - 4" 7' - 8" 7' - 8" 5' - 4" 7' - 8" 5' - 4" 6' - 2" 5' - 5" 5' - 5" 7' - 8" 7' - 8" 5' - 4" 5' - 2"

2' - 0" 1' - 0" 2' - 0"

6' - 8" 5' - 4" 6' - 2" 7' - 8" 5' - 4" 7' - 8" 7' - 8" 5' - 4" 7' - 8" 7' - 8" 5' - 4" 7' - 8" 7' - 8" 5' - 4" 7' - 8" 8' - 0"

3' - 5 3/4" VIF

AS600

LEVEL A

EL. = 100' - 0"

LEVEL B

EL. = 111' - 4"

LEVEL C

EL. = 122' - 8"

345678911121314151618 10

1.5

AS600

AS600

AS600

AS600

AS600

SEE DETAIL 7/AS600

FOR CORNER DETAIL,

TYP.

SEE DETAIL 7/AS603

FOR CORNER DETAIL,

TYP.

PROVIDE STEEL PLATES

PER 15/AS600 AND 16/AS600

(PLATES ARE BASE BID, NOT

ALTERNATE ITEMS.)

18'-8" VIF

/8

/2

17'-2" VIF

/8

4' - 7"4' - 8"4' - 8"

VIF

4' - 9"

2' - 0" VIF

VIF

4' - 9 1/2"

4' - 6"4' - 8"

VIF

4' - 8 1/2"

VIF

2' - 0"

VIF

3' - 8"4' - 8"

1' - 0"

4' - 8"4' - 8"

NOTE: NOMINAL DIMENSIONS SHOWN IN THIS ELEVATION ARE FOR FALL DETERRENCE AND FROM CENTER-LINE TO CENTER-LINE OF STEEL TUBE OR FACE OF CONCRETE COLUMN. CONTRACTOR SHALL COORDINATE STEEL COLUMN FABRICATOR AND CONNECTIONS WITH WOVEN

WIRE MANUFACTURER.

COLUMNS AT COLUMN LINES B4 THROUGH B11, A15 THROUGH A17, B17 AND B18 INCLUDE LIGHTNING PROTECTION AIR TERMINALS TO BE

RELOCATED, SEE DETAIL 4 AND 5 ON AS600

FALL DETERRENCE BEYOND

(SEE OTHER ELEVATIONS)

EXISTING CHAIN LINK FENCE

20' - 8"20' - 8"20' - 8"

TYPICAL

20' - 8"30' - 0"19' - 2"3' - 0"19' - 2"20' - 8"20' - 8"20' - 8"20' - 8"29' - 0"2' - 0"14' - 0"

8'-8"

VIF

5'-11 5/8" 8' - 3" 8' - 0" 8' - 0" 6' - 11 1/2" 4' - 0" TYP

1 1 1

2' - 1" VIF

4' - 3"4' - 3"4' - 3"

VIF

4' - 3"1' - 1" 2' - 0"

4' - 4"4' - 3"

3' - 3 1/2"3' - 3 1/2"

4' - 3"4' - 3"

VIF

4' - 4"

2' - 1" VIF

4' - 3"4' - 3"4' - 3"4' - 4"

2' - 0" VIF

4' - 8"4' - 8"

1' - 10"

4' - 8"4' - 8"

2' - 0"

4' - 9"4' - 8"

1' - 8"

4' - 8"4' - 9"

2' - 0"

5' - 0"4' - 4"4' - 8"4' - 8"

4' - 5"

VIF

4' - 2"4' - 5" 4' - 4"4' - 6"4' - 6"

1' - 4" VIF

4' - 6"4' - 6"4' - 4" 4' - 3"4' - 6"

1' - 1" VIF

4' - 6"4' - 4" 4' - 6"4' - 6"

11"

4' - 6"4' - 3" 4' - 4"4' - 6"

1' - 0"

4' - 6"4' - 4" 4' - 3"4' - 6"1' - 1"4' - 6"4' - 4"

V

IF

V

IF

/4

V

IF

/4

VIF

6' - 0 1/2"

T Y

P

FALL DETERRENCE VIEWED ON

EDGE (SEE PLAN 5/AS300)

SIM.

TYP.TYP.

4' - 0"

T Y

P TYP

4' - 0"

VIF

4' - 9 3/4"

TYP

4' - 0"

T Y

P

TYP

4' - 0"

EJ

AS600

AS600

AS600

LEVEL A

EL. = 100' - 0"

LEVEL B

EL. = 111' - 4"

LEVEL C

EL. = 122' - 8"

LEVEL D

EL. = 134' - 0"

ABCDEF

AS600

AS6009

AS600

AS600

AS600

AS600

V .I .F

.TYP

V

IF

SEE DETAIL 6/AS600 FOR

CORNER DETAIL, TYP.

SEE DETAIL 6/AS600 FOR CORNER DETAIL,

INSIDE CORNER IS SIMILAR

NOTE: NOMINAL DIMENSIONS SHOWN IN THIS ELEVATION ARE FOR FALL DETERRENCE AND FROM CENTER-LINE TO CENTER-LINE OF STEEL TUBE OR CONCRETE COLUMN. CONTRACTOR SHALL COORDINATE STEEL COLUMN FABRICATOR AND CONNECTIONS WITH WOVEN WIRE MANUFACTURER.

45' - 0"62' - 0"62' - 0"

/2

1 1 1 1 1

TYP

4'-8" 8'-8" 8'-8" 8'-8" 8'-8" 8'-3"

VIF

1'-1"

2'-2 1/2" VIF

VIF

1'-0"

VIF

3'-0"

VIF

1'-0"VIF

1'-0"3'-6" 3'-11" 3'-11"

VIF

1'-0"

TYP

4'-8"

TYP

TYP

TYP

LEVEL A

EL. = 100' - 0"

LEVEL B

EL. = 111' - 4"

LEVEL C

EL. = 122' - 8"

A B C D E F

PROVIDE 12x6 STRUCTURAL TUBING WELD TO STEEL

POSTS, BRACE TO METAL STAIR W/ 6X6 STEEL

TUBING, - SEE SOUTH ELEVATION 1/AS300

FALL DETERRENCE BEYOND

(SEE OTHER ELEVATIONS)

62'-1"

6' - 6"

FALL DETERRENCE VIEWED ON

EDGE (SEE PLAN 5/AS300)

T .O

A

N G

L E

V

.I .F

NOTE: NOMINAL DIMENSIONS SHOWN IN THIS ELEVATION ARE FOR FALL DETERRENCE AND FROM CENTER-LINE TO CENTER-LINE OF STEEL TUBE OR FACE OF CONCRETE COLUMN.

CONTRACTOR SHALL COORDINATE STEEL COLUMN FABRICATOR AND CONNECTIONS WITH WOVEN WIRE MANUFACTURER. VERIFY EXISTING CONCRETE DIMENSIONS IN FIELD.

4' - 7 1/2"

62' - 3" 44' - 0" 18' - 0"

1 1 1 1 1

VIF

3' - 2"

VIF

8'-6" VIF

1'-3 1/2"

VIF

4'-11 3/4"

TYP

8'-4"

TYP

8'-4"

TYP

8'-4"

TYP

8'-4"

VIF

4'-6 3/4"

VIF

8'-3 3/4"

VIF

1'-5"

VIF

4'-9 7/8"

AS600

AS600

AS600

AS600

AS600

AS600

LIGHTNING PROTECTION AIR

TERMINALS TO BE RELOCATED,

SEE DETAIL 4 AND 5 ON AS600

PROVIDE FALL DETERRENT FENCE TO 8'-6" PER

5/AS600 AND 8/AS600. WELD FULL WIDTH OF TUBE

STEEL TO METAL STAIR AT BOTH FLANGES OF STEEL

SUPPORTING DECK.

4' - 4"

2' - 11" VIF

4' - 4"

ALTERNATES:

1. OMIT MATERIAL, LABOR AND SCHEDULE TO PROVIDE FALL

DETERRENCE AT B DECK IN THE INDICATED STRUCTURAL BAYS.

NOTE: NOT ALL ALTERNATE SYMBOLS WILL BE USED ON EACH SHEET

ADDITIONAL SCOPE NOTES

1. EXISTING PARKING GARAGE ON SITE WILL BE MADE

AVAILABLE FOR PRE-BID TOUR AND OBSERVATION.

2. PROVIDE NEOPRENE WASHERS OR SEALANT ALL

JOINTS, CRACKS OR CONNECTIONS WHICH OCCUR

WHERE DISSIMILAR MATERIALS INTERSECT

PERPENDICULAR TO EACH OTHER, UNLESS INDICATED

OTHERWISE ON THE DRAWINGS.

3. PROVIDE PRE-GALVANIZED (AKA GALVANIZED

BEFORE WEAVE) WIRE MESH 1”X 1”, 11 GA. WIRE WITH

BAR-FRAME THAT DRAINS ACCUMULATED

PRECIPITATION TO FORM PANELS OF NOMINAL SIZES

INDICATED.

4. PROVIDE ADDITIONAL JOINTS AND FASTENERS AS

REQUIRED PER MANUFACTURE'S RECOMMENDATIONS.

INDICATE WITHIN SHOP DRAWING SUBMITTAL FOR

APPROVAL.

5. HANDLE ALL GALVANIZED MATERIAL WITH CARE. IF

GALVANIZED COATING IS DAMAGED DURING

INSTALLATION, CONTRACTOR MUST REPLACE OR

REPAIR THE MATERIAL AT NO COST TO OWNER.

6. PROVIDE ATTIC STOCK OF WIRE MESH PANELS WITH

SPARE PARTS( BOLTS, WASHERS, NUTS AND 1 1/2" X 1

1/2" 3/16 BENT ANGLES) OF QUANTITY INDICATED AND

MATCHING FIELD VERIFIED SIZES OF INSTALLED:

TWO 4'-4" @ 4'-9" TALL

FOUR 8'-4" @ 4'-9" TALL

TWO 1'-4" @ 8'-0" TALL

FOUR 4'-4" @ 8'-0" TALL

TEN 3/16 BENT ANGLES @ 8' LONG

PROVIDE FOUR 8'-0" TALL STEEL TUBE COLUMNS AND

FOUR 4'-9" TALL STEEL TUBE COLUMNS AS DETAILED

ON AS/600.

LENGTHS LISTED ARE NOMINAL, COORDINATE ACTUAL

LENGTHS WITH ADJACENT COLUMN PER DETAILS 1, 2,

AND 6 /AS600

E

1615.5

L5X5X5/16

L X

X

/1

L5X5X5/16

L X

X

/1

10' - 9"

AS600

GALV. WIRE MESH 1" X 1" SQUARE

OPENING W/ PVC- COATED 'BAR'-FRAME.

MATERIAL TO MATCH VERTICAL BARRIERS

AS600

Sim

AS600

Sim

AS600

18 AS600

Sim

NOTE: PROVIDE RAIN WEEPS IN ALL TUBE AND ANGLE

STEEL AS REQUIRED WHERE WATER WILL

ACCUMULATE

ISOMETRIC PHASING VIEW

LEVEL A

100'-0" GRADE

LEVEL B

111'-4"

LEVEL C

122'-8"

BASE BID - LEVEL C + RAMP:

PHASE 1

ALTERNATE BID ITEM -

LEVEL B: PHASE 2

STORAGE AND STAGING

AREA - LEVEL A.

COORDINATE WITH VA/COR

CONTRACTORS SHALL COORDINATE OBSTRUCTED

PARKING SPACES WITH COR.

VA ANTICIPATES 10 PER DAY,

BUT WILL PERMIT MORE TO ACCELERATE THE WORK.

PROVIDE CONTROL OF

PERIMETER AS SPECIFIED IN

SECTION 013526 - SAFETY

REQUIREMENTS

Drawing Title

Approved:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

CHALMERS P. WYLIE VA AMBULATORY CARE CENTER

Bldg 3 o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

CONSULTANTS:

1221 N. Pennsylvania Street, Ste. 200 Indianapolis, IN 46202 317.800.6388

WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERINGC

U s e rs

\m v a n d e rw o u d e \D o c u m e n ts

\1 .1

.1

V

A C o lu m b u s F a llD e te rr e n t B id -A rc h v m v a n d e rw o u d e .r v t

FINAL BID DOCUMENTS

AS300

STWARO

FALL DETERRENT

ELEVATIONS

04/04/2019

757-20-204ADD FALL DETERRENT

TO PARKING GARAGE

855 Grandview Avenue, 3rd Floor Columbus, OH 43215

Phone: (614) 443-1178 Fax: (614) 443-1594

Email: dynamix@dynamix-ltd.com

Facility Engineering Consultants

Engineering Ltd.

3/32" = 1'-0"AS300

SOUTH ELEVATION1

3/32" = 1'-0"AS300

NORTH ELEVATION2

3/32" = 1'-0"AS300

EAST ELEVATION3

3/32" = 1'-0"AS300

WEST ELEVATION4

PROVIDE THE PAIR OF GATES WITH THE FOLLOWING:

PADLOCK WITH NEW CYLINDER PER KEYWAY UPGRADES, REQUEST KEYWAY

UPGRADE SPECIFICATIONS/DETAILS FROM COR/VA.

SIX (6) BOLT-ON HEAVY DUTY 3000 LBS HINGES W/ 120 DEGREE MOVEMENT.

PROVIDE 3" 90 DEGREE ANGLE BRACKET AND MATCHING 2.5"H x 1.5"W x 2"D

HASP WITH HOLE TO MATCH PADLOCK. WELD TO GATE FRAME AT 6'-0" AFF.

PROVIDE DROP BOLT, G90 GALV., 5/8" DIA OF 19" L (MIN) WITH 12" VSA

ALUMINUM HOUSING, BOLT TO STEEL TUBE PROVIDE HEAD-BLOCK FOR SELF-

LOCKING.

PROVIDE 1" OD. ASTM A500 PIPE AS DROP BOLT RECEIVING TUBE. PROVIDE

PIPE CONNECTION TO GATE AND CONCRETE WALL PER SPECIFICATION 05 50

00 IN THE REFERENCE DOCUMENTS.

ADDITIONAL REQUIREMENTS PER 08 71 00, HARDWARE SPECIFICATIONS OF

EXISTING PROJECT 757-201 CONSTRUCT PARKING GARAGE

HW-G3 (HARDWARE SET GATE TYPE 3)

1/4" = 1'-0"AS300

ENLARGED EAST TOWER ROOF PLAN5

GALV. WIRE MESH 1" X 1" SQUARE

OPENING OF 11 GA. GALV. WIRE W/ "BAR"

FRAME. SHOP BOLT OR WELD BAR FRAME

TO WIRE MESH

S E

E E

L E

V A

T

IO

N S

S E

E E

L E

V A

T

IO

N S

STEEL PLATE AND ANGLE, BELOW. PER

STRUCTURAL SECTIONS 11, 12, AND 13

AS600

EXISTING CAST-IN PLACE

WALL, BELOW

3x4x1/4 GALV. STEEL ANGLE, PROVIDE

1" SLOT THROUGH-BOLT W/ NEOPRENE

WASHERS TO BAR FRAME, TYP.

INTERIOREXTERIOR

3x4x1/4 GALV. STEEL ANGLE BRACKET, THROUGH-BOLT TO STRUCTURAL TUBE, WITH TAMPER RESISTANT FASTENER, TYP.

ETR

10"

STRUCTURAL TUBE, ALIGN

TO FACE OF CONCRETE, TYP.

M

IN

TYP.

3"

INTERIOREXTERIOR

ETR

10"

STEEL BENT PLATE, BELOW. BOLT TO

CONCRETE, WELD TO TUBE TYP.

CAST-IN PLACE WALL AND

COLUMN, BELOW

3x4x1/4 STEEL ANGLE, PROVIDE 1" SLOT

FOR THROUGH-BOLT TO BAR FRAME,

W/ NEOPRENE WASHERS TYP.

THROUGH-BOLT TO STRUCTURE TUBE,

ROUNDED HEADS ONLY WITHIN GAP, TYP.

M

IN

/2

M A

X C

L R

M

IN

/2

PROVIDE 24" TALL 16 GA. GALVANIZED

STEEL 'CAP GUARD' AT COLUMN CAPS TO

COVER SIDES, ANCHOR TO CONCRETE

COLUMN AND STEEL TUBES.

E Q

E Q

S E

E E

L E

V A

T

IO

N S

E E

E L

E V

A T

IO

N

GALV. WIRE MESH 1" X 1" SQUARE

OPENING OF 11 GA. GALV. WIRE W/

"BAR" FRAME, SHOP ASSEMBLED

TO STEEL ANGLES, TYP.

GALV. WIRE MESH 1" X 1" SQUARE

OPENING OF 11 GA. GALV. WIRE W/

"BAR" FRAME, SHOP ASSEMBLED

TO STEEL ANGLES, TYP.

ETR

2'-0".EXISTING CAST-IN

PLACE WALL

V .I .F

S E

E E

L E

V O

N A

S

STEEL PLATE AND ANGLE BEYOND.

REF.: 13/AS600

STRUCTURAL STEEL TUBE

3x4x1/4 STEEL ANGLE @ 4'-0" O.C. MAX.

BOLT TO BAR-FRAME, THROUGH-BOLT

TO STRUCTURE TUBE.

INTERIOREXTERIOR

M A

X

GALV. WIRE MESH 1" X 1" W/ "BAR" FRAME.

GALV. BENT ANGLE 1 1/2 X 1 1/2

X 3/16"

EXISTING CAST-IN

PLACE WALL

STEEL PLATE BEYOND. REF.:

13/AS600

INTERIOREXTERIOR

GALV. BENT ANGLE 1 1/2 X 1 1/2

X 3/16"

1' -5

M

IN

CONNECT EXISTING LIGHTING PROTECTION SYSTEM

WHERE INSTALLED, BOND LIGHTNING PROTECTION

W/ FITTING

3x4x1/4 STEEL ANGLE @ 2'-0" O.C. MAX

BEYOND. BOLT TO BAR FRAME, THROUGH-

BOLT TO STRUCTURE TUBE, TYP.

.0

NOTE: FOR FURTHER MATERIAL CALL OUTS REFER TO DETAIL 5 - AS600

GALV. WIRE MESH 1" X 1" W/ "BAR" FRAME.

GALV. BENT ANGLE 1 1/2 X 1 1/2

X 3/16"

GALV. WIRE MESH 1" X 1" W/ "BAR" FRAME.

EXTEND LIGHTNING PROTECTION

SYSTEM, RE-INSTALL EXISTING AIR

TERMINAL WHERE THEY OCCUR W/

THERMALBOND PER NFPA 780.

ETR

2'-0"

EXISTING CAST-IN

PLACE WALL

GALV. STEEL 4X4X1/2 HSS,

UNO, TYP.

INTERIOREXTERIOR

STEEL 16 GA. GALV.

STEEL GUARD W/ SIDE

FLANGE, FIT TO

CONCRETE COLUMN

TOP ON THREE SIDES.

PROVIDE RAIN WEEP IN

EACH COLUMN.

FULL WELD MITER

CONNECTION TO

4X4X1/2

WELDED CAP

M

IN

1'-0" MAX

.0

EXISTING TRAFFIC

BARRIER CABLES

INTERIOREXTERIOR

STEEL TUBING SUPPORT BEYOND.

REF.: 12/AS600

GALV. WIRE MESH 1" X 1", W/ 'BAR'

FRAME

CONNECT EXISTING LIGHTING PROTECTION

SYSTEM WHERE INSTALLED, BOND LIGHTNING

PROTECTION W/ FITTING

EXISTING CAST-IN

PLACE SLAB

STEEL PLATE BEYOND, REF.: 12/AS600

A B

O V

E D

E C

K

1' -5

T Y

P

M A

X

EXTEND LIGHTNING PROTECTION

SYSTEM, RE-INSTALL EXISTING AIR

TERMINAL WHERE THEY OCCUR W/

THERMALBOND PER NFPA 780.

GALV. BENT ANGLE 1 1/2 X 1 1/2

X 3/16"

GALV. WIRE MESH 1" X 1", W/ 'BAR'

FRAME

GALV. WIRE MESH 1" X 1", W/ 'BAR'

FRAME

SEE ELEVATIONS

V .I .F

S E

E

/A S

PREVIOUSLY INSTALLED

CAST-IN PLACE WALL

TUBE STEEL. SEE ELEVATIONS FOR

SPACING, TYP.

ANCHOR TUBE STEEL TO

CONCRETE

RE: 12/AS600

3x4x1/4 STEEL ANGLE BRACKET, TYP.

BOLT W/ ACORN NUT & NEOPRENE

WASHER BETWEEN FRAME AND

STEEL.

1" TYP

GALV. WIRE MESH 1" X 1" SQUARE

OPENING

GALV. 'BAR'

FRAME

GALV. 'BAR'

FRAME

GALV. BENT

ANGLE

PREVIOUSLY INSTALLED

CAST-IN PLACE WALL, TYP.

M A

X

SEE ELEVATIONS

S E

E E

L E

V

EXISTING CAST-IN PLACE WALL

TUBE STEEL, TYP. REF.; 14/AS600.

SEE ELEVATIONS FOR SPACING.

GALV. WIRE MESH 1" X 1" SQUARE

OPENING

3x4x1/4 STEEL ANGLE BRACKET, TYP.

BOLT W/ ACORN NUT & NEOPRENE

WASHER BETWEEN FRAME AND

STEEL.

1" TYP

24" STEEL PLATE, WELDED TO TUBE

STEEL. ANCHOR TO CONCRETE WALL.

REF.: 12/AS600

GALV. "BAR" FRAME

GALV. 'BAR' FRAME

GALV. BENT ANGLE 1 1/2 X 1 1/2

GALV. BENT ANGLE 1 1/2 X 1 1/2

SHOP-WELD TO BAR FRAMES

4" TYP. 4" TYP.

INTERIOREXTERIOR

ETR

10"

GALV. WIRE MESH 1" X 1"

SQUARE OPENING

STEEL ANGLE BELOW, PER STRUCTURAL

SECTIONS AS600

CAST-IN PLACE WALL, BELOW

ANGLE, PROVIDE 1" SLOT FOR THROUGH-

BOLT TO 'BAR' FRAME, W/ NEOPRENE

WASHERS TYP.

GALV. "BAR" FRAME

GALV. BENT ANGLE BELOW, SEE

AS600 SECTIONS

THROUGH-BOLT TO STRUCTURE TUBE,

FLAT HEADS ONLY WITHIN GAP.

PROVIDE HW-G3 HARDWARE AS

INDICATED ON AS300

S E

E E

L E

V A

T

IO

N S

E E

E L

E V

A T

IO

N

S

STEEL ANGLE BELOW.

IN-SWING STEEL 5X5X5/16 TUBING FRAMED GATE.

MATCH SECTION IN HEIGHT WITH STRAIGHT

PROFILE (REF 14/AS600 FOR BACK BEND). SEE

AS300 ELEVATIONS FOR WIDTH TO CL.

AS600

(ABOVE)

NOTE: ALL EXPOSED STEEL

SHALL BE GALVANIZED

ETR

2'-0"

EXISTING CAST-IN

PLACE WALL

INTERIOREXTERIOR

1/4 4" MIN

1/2" x 6" (HORIZ) x 8" (VERT) x

REQ'D BENT PLATE W/ (2) 5/8" DIA.

EXPANSION ANCHORS @ 3" MIN.

SPACING WITH 5" MIN. EMBED

HSS5x5x5/16 TUBE

.0

PROVIDE RAIN WEEP

WHERE WATER MAY COLLECT IN STEEL.

DO NOT PROVIDE SEALANT BETWEEN

PLATES AND EXISTING CONCRETE , TYP.

HSS4x4x1/2

1/2" x 4" (HORIZ) x 8" (VERT) x REQ'D GALV.

BENT PLATE W/ (2) 1/2" DIA. EXPANSION

ANCHORS @ 3" SPACING W/ 4" MIN. EMBED.

3/8 3" MIN.

7/8" x 10" (HORIZ) x 1'-2"

(VERT) GALV. PLATE W/

(4) 1/2" DIA. EXPANSION

ANCHORS W/ 3 1/4" MIN.

EMBED.

GALV. PLATES. DO NOT INSTALL SEALANT

BETWEEN PLATES AND CONCRETE.

PROVIDE RAIN WEEP

WHERE WATER MAY

COLLECT IN STEEL.

DO NOT PROVIDE SEALANT

BETWEEN PLATES AND

EXISTING CONCRETE , TYP.

1' - 0" ETR

STEEL TUBE JAMB POST BEYOND.

PRE-GALV. WIRE MESH 1" X 1"

SQUARE OPENING W/ GALV.

'BAR' FRAME

PRE-GALV. WIRE MESH 1" X 1"

SQUARE OPENING W/ GALV.

'BAR' FRAME

A B

O V

E D

E C

K

'-3

GALV. BENT 4 X 6

X 3/16 ANGLE

INTERIOREXTERIOR

3x4x1/4 STEEL ANGLE

BRACKET, TYP.

15.00°

INTERIOR

EXTERIOR

GALV. WIRE MESH 1" X 1" W/ SQUARE

OPENING W/ GALV. 'BAR' FRAME

STEEL PLATE BELOW, W/ 2 BENT LEGS.

BOLT TO CONCRETE, WELD TO TUBES.

CAST-IN PLACE WALL AND

COLUMN, BELOW

3x4x1/4 STEEL ANGLE, PROVIDE 1" SLOT FOR

THROUGH-BOLT TO 'BAR' FRAME, W/

NEOPRENE WASHERS TYP.

THROUGH-BOLT TO STRUCTURE TUBE,

ROUNDED HEADS ON WOVEN WIRE SIDE,

TYP.

PROVIDE 24" TALL 16 GA. GALVANIZED

STEEL ANGLED 'CAP GUARD' AT COLUMN

CAPS TO COVER SIDES, ANCHOR TO

CONCRETE AND STEEL COLUMNS.

REVERSE AT INSIDE CORNER.

/2

4 1/2" 2" 1"

GALV. STEEL BENT PLATE, BELOW. BOLT

TO CONCRETE, WELD TO TUBE.

INSIDE CORNER DETAIL IS SIMILAR; PROVIDE "L" SHAPED FOOTPRINT FOR 'CAP GUARD'

INSTEAD OF SQUARE. SLOPE TO DRAIN AND PREVENT FOOT-HOLDS. WIRE MESH PANELS

AND ANGLES W/ BOLT-SLOT REVERSED.

TOP SECTION MESH IN KICK-BACK SECTION SHALL HAVE 'BAR'-FRAME & WIRE MESH MITERED

FOR A 45 DEGREE CORNERS AND SHOP WELDED. BOTH TUBES OF COLUMNS SHALL BE MITERED

22.5 DEGREES FROM A PLANE PERPENDICULAR TO OPPOSING CORNER AXIS, AND SHOP

ASSEMBLED FOR 45 DEGREE ROTATION IN PLAN.

ANCHOR WIRE MESH W/ 3X4X1/4 GALV. BENT PLATES W/ SLOTS IN SHORT LEG, BENT TO 45

DEGREES.

SEE ELEVATIONS

S E

E E

L E

V A

T

IO

N S

6 1/2" M A X

. VIF

MITERED GALV. STEEL TUBES TO ROTATE IN

PLAN AND SUPPORT BENT ANGLES (ABOVE)

9 10

PLATE FLUSH W/ COLUMN

FACE. DO NOT BOLT INTO

SECOND COLUMN.

A,B,E

1/4" x 3'-0" STAINLESS STEEL

PLATE W/ 3/4" DIA. EXPANSION

ANCHORS (2 1/2" MIN. EMBED.)

SEE 15/AS600 FOR SPACING

NOTES:

1. INSTALL PLATES AT THE FOLLOWING (5 )LOCATIONS: LEVEL B,

COLUMNS A-9/A-10, B-9/B-10, AND E-9/E-10; LEVEL C, COLUMNS

B-9/B-10 AND E9/E10

2. INSTALL PLATE ON INNER FACE OF COLUMNS, FACING PARKING

AREA.

9 10 3' - 0"

A

T L

E V

E L C

A T

L E

V E

L B

1' - 0"1' - 0"1' - 0"

M A

X

G

A P

SLAB

6"

1/4" x 3'-0" STAINLESS

STEEL PLATE

T Y

P

1/4 3"

3/4" x 6" (HORIZ.) x

1'-6" (VERT.) PLATE

(GALV) W / (4) 1/2" DIA.

EXPANSION ANCHORS

W/ 2 1/2" EMBED.

NOTE: CONTRACTOR TO COORDINATE BOLT LOCATIONS AND AVOID

CONFLICT WITH EXISTING REINFORCEMENT AND TENSION CABLES IN

CONCRETE. OWNER WILL PROVIDE SHOP DRAWINGS AND DOCUMENTS

L6x3 1/2x1/2 x 6" LONG

GALV. STEEL ANGLE

W/ (2) 1/2" DIA. EXP.

ANCHORS W/ 2 1/2"

EMBED

3/8"

1/2" DIA. EXPANSION ANCHOR @ 18" O.C.

PROVIDE GALV. WASHER TO FILL 3/8" GAP

BETWEEN ANGLE AND CONCRETE

GALV. HSS 4x4x1/4 FRAME FOR

WIRE MESH PANEL.

L5x5x5/16 GALV. STEEL ANGLE

REINFORCED

CONCRETE BEAM - SEE

PLAN

1/4 2@12

EXISTING ROOFING, FLASHING AND DECK,

PROTECT OR REPAIR AT NO ADDITIONAL

COST TO OWNER.

GALV. WIRE MESH 1" X 1" SQUARE

OPENING W/ GALV. 'BAR'-FRAME BOLT

W/ GALV. BOLT, ACORN HEAD &

NEOPRENE WASHER AT 24" MAX. O.C.

SHOP DRILL WEEPS @ 24"

O.C., ALIGN THROUGH

ANGLE AND HSS 4X4X1/4

15.5

1/4 2"

L3x3x1/4 WELDED

ANGLE CONNECTION

AT L5x5

INTERSECTIONS

1 1/2" = 1'-0"AS600

TYPICAL STEEL POST PLAN DETAIL1

1 1/2" = 1'-0"AS600

PLAN DETAIL AT CONCRETE COLUMNS2

1" = 1'-0"AS600

SECTION W/O BACK BEND3

1" = 1'-0"AS600

DETERRENT SECTION AT C DECK4

1" = 1'-0"AS600

TYP. POST SECTION AT COLUMNS9

1" = 1'-0"AS600

DETERRENT SECTION AT CABLE BARRIER5

3/4" = 1'-0"AS600

TYP. AT B DECK OR W/ STRUCTURE ABOVE7

3/4" = 1'-0"AS600

TYPICAL LEVEL C ELEVATION81 1/2" = 1'-0"AS600

IN-SWING GATE HINGE DETAIL101" = 1'-0"AS600

STRUCT. SECTION AT COLUMNS11

1" = 1'-0"AS600

STRUCT. SECTION AT WALL/COLUMNS13

1" = 1'-0"AS600

TOP SECTION AT GATE, TYP.14

1 1/2" = 1'-0"AS600

PLAN DETAIL AT COLUMN CORNERS6

1/2" = 1'-0"AS600

EXPANSION JT PLATE DETAIL16

1/2" = 1'-0"AS600

EXPANSION JT PLATE DETAIL15

3/4" = 1'-0"AS600

STRUCT. SECTION AT DECK12

3/4" = 1'-0"AS600

STRUCTURAL SECTION17

3/4" = 1'-0"AS600

CONN. DETAIL18

NOTE: STEEL COLUMNS SHALL BE SHOP

GALVANIZED. COORDINATE GALVANIZING W/

BONDING AT ANY EXISTING LIGHTNING PROTECTION

INSTALLATION, WHICH MAYBE INCOMPLETE

Drawing Title

Approved:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawi…