Bid_24-13_Drawings_-_Plans_Escalator_Canopies_20250420_TSA_-_SET_C.pdf

PDF 6 MB Posted May 1, 2025

Attached to: Escalator Canopies, RJS
Solicitation number: 24-13
Issued by: Florida

About this file

Written by GovTribe AI · May 26, 2025

These engineering construction drawings, prepared by Osborn Engineering for the Tampa Sports Authority, detail the canopy restoration project at Raymond James Stadium in Tampa, Florida. The project involves comprehensive restoration of four exterior canopy quadrants, specifically focusing on structural steel deck replacement, metal decking restoration, and ensuring wind load compliance. The drawings provide detailed structural plans, framing layouts, and technical specifications for the NW, NE, SW, and SE quadrants of the stadium's canopy, with a typical restoration approach that includes removing and replacing existing metal roof decking, addressing corrosion issues, and maintaining the existing structural framework.

The technical documents indicate a precise, methodical approach to the restoration, with specific attention to wind loading criteria, deck configuration, and structural integrity. The project requires contractors to verify all existing dimensions, maintain fire ratings, and adhere to strict installation standards. While the drawings do not specify exact pricing, they suggest a complex engineering project that will require specialized structural expertise, particularly in metal deck replacement and wind load engineering. The restoration appears designed to extend the structural life of the stadium's canopy while ensuring safety and compliance with current building standards, with work to be conducted during restricted hours (Monday through Friday, 6am-5pm) and targeted for substantial completion by July 18th, 2025.

View the file

Other files

File	Type	Posted
Notice_of_Award_-_Bid_24-13.pdf	PDF	Jun 5, 2025
Bid_Tabulations_-_Bid_24-13_Escalator_Canopies.pdf	PDF	May 16, 2025
Intent_to_Award_Notice_-_Bid_24-13.pdf	PDF	May 16, 2025
PreBid_Meeting_Sign-in_Sheets_-_Bid_24-13_Escalator_Canopies.pdf	PDF	May 12, 2025
Addendum_1_-_Bid_24-13_Escalator_Canopies.pdf	PDF	May 5, 2025
Bid_24-13_Drawings_-_Plans_Escalator_Canopies_20250420_TSA_-_SET_C.pdf	PDF	May 1, 2025
Bid_24-13_Escalator_Canopies_RJS.pdf	PDF	May 1, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

ABOVE FINISH FLOOR

ACCESS PANEL

ACRE

ADJACENT

ALTERNATE

ALUMINUM

ANCHOR BOLT

AND

ANGLE

APPROXIMATE

ARCHITECT(URAL)

BACK TO BACK

BEAM

BEARING

BITUMINOUS

BLOCKING

BOTTOM

BOTTOM OF

BOTTOM OF STEEL

BRICK

BUILDING

BUILT-UP ROOF

CABINET HEATER

CARD READER

CAST IRON

CEILING

CEMENTITIOUS WOOD FIBER

CENTER LINE

CENTER TO CENTER

CENTIMETER

CLEANOUT

CLEAR

COLD-FORMED FRAMING

COLD WATER

COLUMN

COMPACTED/COMPACTOR

CONCRETE

CONCRETE MASONRY UNIT

CONSTRUCTION

CONTINUOUS/CONTINUE

CONTRACTOR

CONTROL JOINT

DEAD LOAD

DEGREE

DEMOLITION

DEPARTMENT

DETAIL

DEPTH/DEEP

DIAMETER

DIMENSION

DISHWASHER

DIVISION

DOWN

DOWNSPOUT

DRAWING

EACH

EACH FACE

EACH WAY

EAST

EDGE OF SLAB

ELECTRICAL

ELECTRICAL PANEL BOARD

ELEVATION/ELEVATOR

ENGINEER

EQUAL

EQUIPMENT

EXHAUST

EXISTING

EXPANSION

EXPANSION JOINT

EXTENSION

EXTERIOR

EXTERIOR INSULATION FINISH SYSTEM

FIBER REINFORCED PLASTIC

FIRE DEPARTMENT CONNECTION

FIRE EXTINGUISHER AND WALL BRACKET

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

FIRE RETARDANT TREATED

FIRE VALVE CONNECTION

FINISH

FINISH FLOOR

FLOOR

FLOOR CLEANOUT

FLOOR DRAIN

FOOT/FEET

FOOTING

FOUNDATION

GALVANIZED

GARBAGE DISPOSAL

GAUGE

GLASS

GROUND FACE CONCRETE MASONRY UNIT

GYPSUM BOARD

HARDWARE

HEATING

HEATING, VENTILATION AND AIR CONDITIONING

HEIGHT

HIGH

HIGH POINT

HOLLOW METAL

HORIZONTAL

HOSE BIB

HOT WATER

HOUR

INCH

INCLUDE(D), (ING)

INFORMATION

INSIDE DIAMETER/IDENTIFICATION

INSULATION

INTERIOR

INVERT

AFF

ADJ

ALT

ALUM

APPROX

ARCH

B TO B

BRG

BIT

BLKG

BOT

BOS

BRK

BLDG

BUR

CLG

CWF

C TO C

CLR

CFF

COL

COMP

CONC

CMU

CONSTR

CONT

CONTR

DEMO

DEPT

DET

DIA/Ø

DIM

DIV

DWG

EOS

ELEC

ELEV

ENGR

EQUIP

EXH

EXIST

EXP

EXTN

EXT

EIFS

FRP

FDC

FEB

FEC

FRT

FVC

FIN

FF/FIN FL

FLR

FCO

FTG

FDN

GALV

GFCMU

GYP BRD

HDWR

HTG

HVAC

HORIZ

INCL

INFO

INSUL

INT

INV

JOINT

KNOCK DOWN

LAMINATED

LAVATORY

LENGTH

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONG WAY

LOUVER

MANUFACTURER

MASONRY

MASONRY OPENING

MATERIAL

MAXIMUM

MECHANICAL

METAL

MICROWAVE

MINIMUM

MISCELLANEOUS

MODIFIED

NOMINAL

NORTH

NOT IN CONTRACT

NOT TO SCALE

NUMBER

ON CENTER

OPEN TO BELOW

OPENING

OPPOSITE

OPPOSITE HAND

OUT TO OUT

OUTSIDE DIAMETER

OVERHEAD COILING DOOR

OVERHEAD COILING GRILLE

PAINT

PANEL

PANEL JOINT

PLUMBING

PLYWOOD

POINT OF CONNECTION

POUND

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POWDER ACTUATED FASTENER

PREFABRICATED

PROPERTY LINE

RADIUS

REFERENCE

REFRIGERATOR

REINFORCING

REQUIRED

RETURN AIR

REVISION(S)

RISER

ROOF DRAIN

ROOM

ROUGH OPENING

SANITARY

SCHEDULE

SECTION

SHEET

SIMILAR

SOUTH

SPACE

SPECIFICATION(S)

SQUARE

SQUARE FOOT/FEET

SQUARE INCH(ES)

SQUARE YARD(S)

STAINLESS STEEL

STANDARD

STEEL

STORM DRAIN

STRUCTURE/STRUCTURAL

SUPPLY AIR

SYMMETRY(ICAL)

TELEVISION

THICK/THICKNESS

TREAD

TOILET

TOP AND BOTTOM

TOP OF

TOP OF CONCRETE

TOP OF CURB

TOP OF FOOTING

TOP OF MASONRY

TOP OF STEEL

TWO-WAY COMMUNICATION

TYPICAL

UNIT VENTILATOR

UNLESS NOTED OTHERWISE

VAPOR RETARDER

VENT STACK

VERIFY IN FIELD

VERTICAL

VOLUME

WALL CLEANOUT

WEATHER RESISTANT BARRIER

WELDED WIRE FABRIC

WEST/WIDE/WIDTH

WITH

WITHOUT

WOOD

LAM

LAV

LLH

LLV

LVR

MFR

MAS

MATL

MAX

MECH

MTL

MICRO

MIN

MISC

MOD

NOM

NIC

NTS

NO/#

OTB

OPNG

OPP

O TO O

OCD

OCG

PNL

PLUMB

PLYWD

POC

LB/#

PSF

PSI

PAF

PREFAB

RAD/R

REF

REFRIG

REINF

REQD

REV

SAN

SCH

SECT

SHT

SIM

SPEC(S)

STD

STL

STRUCT

SYMM

THK

TLT

T&B

TOC

TOF

TOM

TOS

TWC

TYP

UNO

VIF

VERT

VOL

WCO

WRB

WWF

W W/

1. GENERAL PROJECT NOTES ARE APPLICABLE TO ALL PROJECT AREAS.

2. THE CONTRACTOR SHALL GIVE NOTICES AND COMPLY WITH LAWS, ORDINANCES, RULES, REGULATIONS AND ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE WORK. IF THE CONTRACTOR OBSERVES THE CONTRACT DOCUMENTS ARE AT VARIANCE WITH SUCH IN ANY RESPECT; PROMPTLY NOTIFY THE OWNER IN WRITING, SUCH THAT ALL NECESSARY CHANGES CAN BE MADE. IF CONTRACTOR KNOWINGLY PERFORMS ANY WORK CONTRARY TO SUCH WITHOUT NOTICE TO THE OWNER, THEY SHALL ASSUME FULL

RESPONSIBILITY THEREFORE AND SHALL BEAR COST ATTRIBUTED THERETO.

3. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN A NEAT AND ORDERLY MANNER. MATERIALS SHALL BE NEW; SECONDHAND OR DAMAGED MATERIALS SHALL NOT BE USED. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY AND CONDITION OF THE EQUIPMENT, MATERIALS AND SYSTEMS UNTIL FINAL ACCEPTANCE OF THE SYSTEM.

4. THE CONTRACTOR IS TO TAKE APPROPRIATE STEPS TO PROTECT ALL EXISTING FLOORING AND WALLS FROM DIRT AND DAMAGE. THE CONTRACTOR IS TO MAINTAIN A CLEAN WORK AREA THROUGHOUT ALL ADJACENT SPACES DURING CONSTRUCTION, AND BE

RESPONSIBLE FOR CLEANING ALL AREAS AT THE END OF EACH WORK DAY.

5. THE CONTRACTOR IS TO TAKE APPROPRIATE CARE IN REMOVAL OF ITEMS; INCLUDING BUT NOT LIMITED TO LOCKERS, FIXTURES, AND APPLIANCES. MAINTAIN PROPER CONDITION AND RETURN TO OWNER FOR STORAGE. CONTRACTOR TO COORDINATE WITH OWNER FOR THE RETURN OF ALL SALVAGEABLE ITEMS. THE OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF ALL BUILDING MATERIALS BEING REMOVED. IF DECLINED, THE CONTRACTOR SHALL DISPOSE OF MATERIAL IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.

6. WHEN REFERRING TO SCOPE OF WORK; THE WORDS "PROVIDE", "INSTALL", AND "REPLACE" INDIVIDUALLY SHALL BE ASSUMED TO MEAN THAT THE CONTRACTOR IS TO REMOVE ANY EXISTING ITEMS, PROVIDE NEW ITEMS, AND INSTALL NEW ITEMS - UNLESS

EXPRESSLY INDICATED OTHERWISE.

7. FILL AND PATCH ALL OPENINGS RESULTING FROM DEMOLITION AND CONSTRUCTION TO WALLS, FLOORS, AND CEILINGS. PATCH TO MATCH EXISTING FINISHES. CONTRACTOR TO MAINTAIN ALL FIRE RATINGS REQUIRED BY GOVERNING BUILDING CODE REGARDLESS

OF EXISTING CONDITIONS. TYPICAL ENTIRE PROJECT AREA.

8. ALL EXISTING STRUCTURE TO REMAIN. CONTRACTOR SHALL TAKE APPROPRIATE CARE NOT TO DAMAGE EXISTING STRUCTURE.

9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CLEARANCES AND ALL EXISTING FIELD CONDITIONS BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. SHOULD DIFFERENT CONDITIONS BE

ENCOUNTERED, CONTACT THE ARCHITECT BEFORE PROCEEDING WITH WORK.

10. ALL DIMENSIONS ARE TO FINISH FACE OF WALL, UNLESS SPECIFICALLY NOTED OTHERWISE.

11. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING

CLARIFICATION FROM HE ARCHITECT BEFORE CONTINUING WITH WORK.

12. WHEN MODIFYING ANY PART OF AN EXISTING WALL OR ANY ITEM ATTACHED TO A WALL, THE ENTIRE SURFACE IS TO BE PAINTED

FROM CORNER TO CORNER, U.N.O.

13. PROVIDE AND INSTALL NEW DOORS AND HARDWARE AS INDICATED ON DRAWINGS.

14. REFER TO PLANS, INTERIOR ELEVATIONS AND WALL TYPE DETAILS FOR NEW WALLS, FLOORS AND CEILING FINISHES AND

CONSTRUCTION.

15. UPON COMPLETION, CONTRACTOR IS RESPONSIBLE TO THOROUGHLY CLEAN ENTIRE PROJECT AREA, IN ORDER TO PREPARE IT FOR

IMMEDIATE USE.

16. IN AREAS WHERE NEW FLOORING AND BASE IS BEING PROVIDED AND INSTALLED (BOTH NEW AND PATCHED AREAS); THE CONTRACTOR IS TO PREPARE SUBSTRATE TO RECEIVE NEW MATERIALS AS RECOMMENDED BY THE MANUFACTURER.

1. SEE SPECIFICATIONS FOR QUALITY OF CONSTRUCTION REQUIRED, QUALITY OF WORK, MANUFACTURING AND INDUSTRY STANDARDS, PHYSICAL PROPERTIES OF MATERIALS, CONFORMANCE TO CODES AND REGULATIONS GUARANTEE AND WARRANTY REQUIREMENTS.

2. SEE ARCHITECTURAL, HVAC, PLUMBING, ELEVATOR, FIRE PROTECTION & ELECTRICAL DRAWINGS FOR OTHER PERTINENT INFORMATION RELATED TO STRUCTURAL WORK AND COORDINATE AS REQUIRED. CONTRACTOR SHALL COORDINATE STRUCTURAL DRAWINGS WITH

ALL OTHER DRAWINGS WITHIN THE CONTRACT DOCUMENTS.

3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS RELATED TO EXISTING CONSTRUCTION, EXISTING

SERVICES, AND THE SITE BEFORE BEGINNING WORK.

4. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE

PROVIDED.

5. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE FOLLOWING ITEMS THAT WILL NOT BE REVIEWED BY THE OWNER, ARCHITECT OR

ENGINEER.

a. DEVIATIONS FROM CONTRACT DOCUMENTS

b. DIMENSIONS, ELEVATIONS AND CONDITIONS TO BE CONFIRMED AND CORRELATED AT THE SITE

c. FABRICATION PROCESS INFORMATION

d. MEANS, METHODS, TECHNIQUES, PROCEDURES OF CONSTRUCTION AND CONSTRUCTION SAFETY

e. COORDINATION OF THE WORK OF ALL TRADES

f. QUALITY ASSURANCE SUBMITTALS

DETAIL IDENTIFICATION ROOM NAME & NUMBER

DOOR NUMBER

KEYNOTE INDICATOR

PARTITION TYPE INDICATOR

SIM

SHEET ON WHICH

DETAIL IS SHOWN

DETAIL NUMBER

INDICATES DETAIL IS

SIMILAR TO CALL OUT (IF

APPLICABLE)

XXX

DOOR NUMBER

INTERIOR ELEVATION IDENTIFICATION

X-XXX

SHEET ON WHICH

ELEVATION IS SHOWN

ELEVATION NUMBER

DIRECTION FROM WHICH

ELEVATION IS VIEWED

X X

ROOM

NAME

XXX

XXXX SF

ROOM NUMBER

ROOM NET SQUARE FOOTAGE

(IF APPLICABLE)

XXXX

WALL TYPE

X-XXX

SIM

X-XXX

NORTH

PLAN

NORTH

TRUE

1111 Superior Avenue - Suite 2100 | Cleveland, OH 44114

(216) 861-2020 www.osborn-eng.com

DRAWING NO.

Unless otherwise stated in Contract, The Osborn Engineering Company retains copyright ownership.

Instruments of Service may only be used for the purpose described in the Contract. The Osborn Engineering Company may grant specific usage rights under license, and/ or may transfer copyright ownership/ assignment in writing. Reproduction, re-use or re-distribution of Instruments of Service is prohibited.

PROJ NO.

This item has been electronically signed and sealed by [LICENSEE NAME] using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

REVISIONS

SHEET NAME:

A B

E F

C D

KEY PLAN

ISSUE DATE:

ISSUED BY:

R A

Y M

O N

D J

A M

E S

R P

R O

J E

C T

C A

N O

P Y

R E

S T

O R

A T

G-000C

COVER SHEET AND

PROJECTION

INFORMATION

J-20242075

T A

M P

F L

100% CD SET

02/24/25

VICINITY MAP

SITE MAP

PROJECT LOCATION

RAYMOND JAMES

STADIUM MINOR

PROJECTS - C

OWNER:

JOSHUA MUNK

DIRECTOR OF FACILITIES

CONTACT: jmunk@tampasportsauthority.com 4201 N Dale Mabry Hwy, Tampa, FL 33607

CONTACT INFORMATION

CANOPY RESTORATION

ARCHITECT:

FIRM: OSPORTS

CONTACT: THOM CHUPARKOFF

ADDRESS: 400 N. TAMPA ST., SUITE 2230 TAMPA, FL 33602

PHONE: (813) 868-4100

ENGINEERS:

FIRM: OSBORN ENGINEERING

CONTACT: JACK KREBS

ADDRESS: 400 N. TAMPA ST., SUITE 2230 TAMPA, FL 33602

PHONE: (813) 868-4100

AREA OF WORK. TYP.

EACH OF (4) AREAS

KEY PLAN

ABBREVIATIONS GENERAL PROJECT NOTES

GENERAL NOTES CONDITION

DRAWING SYMBOL LEGEND

SHEET LIST

DRAWING INDEX - C

DRAWING NO. TITLE

DRAWING ISSUE

DATE

ARCHITECTURAL

G-000C COVER SHEET AND PROJECTION INFORMATION 02/24/25

A-001C OVERALL - BUILDING PLAN 02/24/25

A-102C OVERALL - EXTERIOR CANOPY 02/24/25

STRUCTURAL

S-100C GENERAL CONDITIONS 02/24/25

S-102C QUAD A AND B CANOPY PLANS 02/24/25

S-103C QUAD C AND D CANOPY PLANS 02/24/25

4201 N Dale Mabry Hwy, Tampa, FL 33607

TAG ISSUED DATE

W H

R 'S

L O

C K

E R

R O

O M

S H

E E

T S

A S

B .0

S B

.0 .9

A-102C

AREA OF WORK

NORTH

PLAN

NORTH

TRUE

1111 Superior Avenue - Suite 2100 | Cleveland, OH 44114

(216) 861-2020 www.osborn-eng.com

DRAWING NO.

Unless otherwise stated in Contract, The Osborn Engineering Company retains copyright ownership.

PROJ NO.

REVISIONS

SHEET NAME:

A B

E F

C D

KEY PLAN

ISSUE DATE:

ISSUED BY:

R A

Y M

O N

D J

A M

E S

R P

R O

J E

C T

C A

N O

P Y

R E

S T

O R

A T

A-001C

OVERALL - BUILDING

PLAN

J-20242075

T A

M P

F L

100% CD SET

02/24/25

1" = 40'-0"

OVERALL - BUILDING PLAN

GENERAL CONDITIONS:

1. SEE ARCHITECTURAL, HVAC, PLUMBING, ELEVATOR, FIRE PROTECTION & ELECTRICAL

DRAWINGS FOR OTHER PERTINENT INFORMATION RELATED TO STRUCTURAL WORK

AND COORDINATE AS REQUIRED. CONTRACTOR SHALL COORDINATE STRUCTURAL

DRAWINGS WITH ALL OTHER DRAWINGS WITHIN THE CONTRACT DOCUMENTS.

2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS

RELATED TO EXISTING CONSTRUCTION, EXISTING SERVICES, AND THE SITE BEFORE

BEGINNING WORK.

3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE FOLLOWING ITEMS THAT WILL

NOT BE REVIEWED BY THE OWNER, ARCHITECT OR ENGINEER:

A. DEVIATIONS FROM CONTRACT DOCUMENTS.

B. DIMENSIONS, ELEVATIONS AND CONDITIONS TO BE CONFIRMED AND CORRELATED

AT THE SITE.

C. FABRICATION PROCESS INFORMATION.

D. MEANS, METHODS, TECHNIQUES, PROCEDURES OF CONSTRUCTION AND

CONSTRUCTION SAFETY.

E. COORDINATION OF THE WORK OF ALL TRADES.

EXISTING CONDITIONS:

1. THE INFORMATION SHOWN ON THE ARCHITECTURAL AND STRUCTURAL

CONSTRUCTION DOCUMENTS IS BASED ON ASSUMPTIONS OF THE EXISTING BUILDING

CONSTRUCTION. ORIGINAL CONSTRUCTION DOCUMENTS WERE NOT AVAILABLE FOR

THE PREPARATION OF THESE DOCUMENTS. THE CONTRACTOR IS TO NOTIFY THE A/E

IF CONDITIONS DIFFERING FROM THOSE STATED ARE UNCOVERED IN THE DEMOLITION

PROCESS.

2. CONTRACTOR IS RESPONSIBLE TO UNCOVER AND VISUALLY FIELD VERIFY THE

EXISTING CONSTRUCTION PRIOR TO THE START OF ANY WORK AFFECTING THE

EXISTING STRUCTURE. CONTRACTOR IS TO REPORT ANY CHANGES OR

DISCREPANCIES FROM THOSE SHOWN TO THE A/E.

DEMOLITION:

1. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE DEMOLITION

PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE EXISTING BUILDING

AND ITS COMPONENT PARTS DURING DEMOLITION AND FUTURE ERECTION. THIS

INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF ANY OR ALL TEMPORARY

BRACING, GUYS OR TIE-DOWNS WHICH MAY BE NECESSARY. SUCH MATERIAL SHALL

BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER

COMPLETION OF THE PROJECT.

2. THE CONTRACTOR SHALL SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS

REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE EXISTING

BUILDING DURING DEMOLITION AND CONSTRUCTION. FIELD VERIFY ALL EXISTING

DIMENSIONS, ELEVATIONS AND CONDITIONS WHICH AFFECT THE DEMOLITION AND

NEW CONSTRUCTION.

3. THE EXTENT OF THE WORK SHOWN SHALL INCLUDE REMOVAL AND DISPOSAL, OFF

SITE, OF THE ELEMENTS INDICATED WITHIN THESE DEMOLITION DRAWINGS UNO.

4. THE EXISTING STRUCTURE SHALL BE DISASSEMBLED IN A MANNER WHICH DOES NOT

DAMAGE OR DEFORM ANY EXISTING STRUCTURE TO REMAIN. EXISTING SLABS SHALL

BE SAWCUT IN A MANNER WHICH DOES NOT CAUSE THE SLAB SUPPORTING MEMBER

TO BE CUT OR DAMAGED.

5. CONFORM TO ALL APPLICABLE CODES FOR DEMOLITION OF STRUCTURES, SAFETY OF

EXISTING AND ADJACENT STRUCTURES, DUST CONTROL, AND DISPOSAL.

UNIT PRICE REPAIR SCOPE:

1. THE EXISTING CONDITION OF THE TOP SURFACE ON THE ROOF DECK IS UNKNOWN \

BECAUSE IT IS CONCEALED BY A ROOF MEMBRANE SYSTEM. THEREFORE, THE

QUANTITY OF ROOF DECK TO BE REPLACED IS CURRENTLY UNDETERMINED.

2. UPON REMOVAL OF THE ROOF MEMBRANE SYSTEM, THE ENGINEER WILL MAKE A SITE

VISIT TO DOCUMENT EXISTING CONDITIONS AND DETERMINE THE ACTUAL QUANTITY OF

ROOF DECK TO BE REPLACED.

3. THE EXISTING ROOF DECK PANELS ARE ASSUMED TO BE 2'-0” WIDE AND EACH SHEET

EXTENDS OVER THREE SPANS.

4. THE FOLLOWING REPAIR QUANTITY TABLE INCLUDES THE 'TOTAL BASE BID QUANTITY'

TO BE USED BY THE CONTRACTOR IN DEVELOPING THEIR BID. THE ACTUAL REPAIR

QUANTITY MAY DEVIATE UP OR DOWN FROM THOSE SHOWN BASED ON ACTUAL FIELD

CONDITIONS.

5. THE BIDDER SHALL SUBMIT A UNIT PRICE FOR REPLACEMENT OF CORRODED ROOF

DECK. THIS UNIT PRICE WILL BE USED TO ADD OR DEDUCT FROM THE BASE BID

QUANTITY COST AS FIELD CONDITIONS WARRANT.

Canopy Location Repair Description Unit Base Bid Quantity Quad A Quad B Quad C Quad D

Roof Deck Replacement Roof Deck Replacement Roof Deck Replacement Roof Deck Replacement

BASE BID REPAIR QUANTITY TABLE

Total Base Bid Quantity = 1,295 SF

STEEL DECK:

1. CODES AND STANDARDS:

ALL STEEL DECK DETAILING, FABRICATION AND ERECTION SHALL BE GOVERNED BY

CONTRACT DOCUMENTS AND LATEST EDITIONS OF:

A. SDI DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS AND ROOF DECKS.

B. AISI - SPECIFICATION OF THE DESIGN OF COLDFORMED STEEL STRUCTURAL

MEMBERS.

C. AWS D1.3 - STRUCTURAL WELDING CODE.

2. SUBMITTALS:

A. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL WHICH INCLUDES

ERECTION PLANS, ATTACHMENTS, MATERIAL SPECIFICATIONS, STRENGTHS, AND

FINISHES.

3. ROOF DECK:

a. 3" x 18 GA Deck

b. ATTACH WITH 5/8" PUDDLE WELD WITH A 36/4 PATTERN AND (2) #10 SELF

DRILLING SCREW SIDE LAP FASTENERS.

c. ASTM A653 GRADE C, D OR E, GR 33 OR HIGHER.

d. GALVANIZED G90

e. CONFORM TO FACTORY MUTUAL REQUIREMENTS.

4. CONSTRUCTION:

A. CONFIGURE DECK LAYOUTS TO BE MINIMUM THREE SPAN CONTINUOUS.

B. MINIMUM END BEARING = 1 1/2".

C. BUTT ENDS OVER STRUCTURE SUPPORT.

ROOF ZONE 3

PRESSURE

10 SF

ROOF ZONE 2ROOF ZONE 1

19 -108

SUCTION PRESSURE SUCTION PRESSURE SUCTION

19 -146 -20419

COMPONENT

AREA

WALL ZONE 4

PRESSURE SUCTION

-5858

WALL ZONE 5

PRESSURE SUCTION

-11558

COMPONENT AND CLADDING LOAD CRITERIA

WIND LOADING (PSF) IN ACCORDANCE WITH OBC

20 SF 18 -100 18 -136 -18318 -5848 -11548

50 SF 16 -90 16 -123 -15716 -5444 -10044

100 SF 16 -82 16 -113 -13616 -5139 -8939

23 3

2 2

23 3

45 5

5 4 a a a a h z h

2a 2a

WALL ELEVATION

ROOF PLAN

2a2a a: END ZONE WIDTH, IN FEET = 10 PERCENT OF BUILDINGS LEAST HORIZONTAL DIMENSION OR 0.4h, WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FT.

h: MEAN ROOF HEIGHT, IN FEET, EXCEPT THAT EAVE HEIGHT SHALL BE USED FOR EAVE ANGLES < 10° z: HEIGHT ABOVE GROUND IN FEET

CASE A: WINDWARD PARAPET CASE B: LEEWARD PARAPET

S-100C

GENERAL

CONDITIONS

PLAN

NORTH

TRUE

NORTH

1111 Superior Avenue - Suite 2100 | Cleveland, OH 44114

(216) 861-2020 www.osborn-eng.com

DRAWING NO.

Unless otherwise stated in Contract, The Osborn Engineering Company retains copyright ownership.

PROJ NO.

REVISIONS

SHEET NAME:

A B

E F

C D

KEY PLAN

ISSUE DATE:

ISSUED BY:

J-20242075

M O

N D

O R

P R

, F

100% CD SET

02/24/25

K.1

J.1

H.1

G.1

F.1

53.4

54.5

54.8 K.1

J.1

H.1

G.1

F.1

66.6

65.8

65.5

18'-6"±

8'-0"±

'-0

8'- 0"±

'-6

8'- 0"±

32'-0"±

8'-0"±

SCALE: 3/32" = 1'-0" 20'10'0 5'

SW QUAD D CANOPY FRAMING PLAN1 SCALE: 3/32" = 1'-0" 20'10'0 5'

SE QUAD C CANOPY FRAMING PLAN2

NOT TO SCALE

CANOPY CORROSION (TYPICAL)

EX. TS10x4 EX. TS10x4

EX. TS10x4

EX. W

EX. T

S10 x4

EX. T

S10 x4

EX. T

S10 x4

EQ.

8'- 8"±

EX. TS10x4

EX. T

S10 x4

EX. T

S10 x4

EX. T

S10 x4

EX. T

S10 x4

EX. T

S10 x4

EX. T

S10 x4

EX. T

S10 x4

EX. T

S10 x4

EX. T

S10 x4

EX. T

S10 x4

EX. T

S10 x4

EX. T

S10 x4

EX. T

S10 x4

EX. T

S10 x4

EX. T

S10 x4

EX. T

S10 x4

EX. T

S10 x4EX. T S10 x4

EX. W24

EX. TS10x4

EQ.

8'-8"±

SPANSPAN

PEDESTRIAN RAMP

(TYP. 3 SIDES OF CANOPY)

STADIUM WALL

PEDESTRIAN RAMP

(TYP. 3 SIDES OF CANOPY)

STADIUM WALL

STEEL FRAMING

UPPER CONCOURSE UPPER CONCOURSE

TYPICAL CORROSION

OF METAL DECK

METAL ROOF DECK

TO BE REMOVED

AND REPLACED

S-103C

QUAD C AND D

CANOPY PLANS

PLAN

NORTH

TRUE

NORTH

1111 Superior Avenue - Suite 2100 | Cleveland, OH 44114

(216) 861-2020 www.osborn-eng.com

DRAWING NO.

Unless otherwise stated in Contract, The Osborn Engineering Company retains copyright ownership.

PROJ NO.

REVISIONS

SHEET NAME:

A B

E F

C D

KEY PLAN

ISSUE DATE:

ISSUED BY:

J-20242075

M O

N D

O R

P R

, F

100% CD SET

02/24/25

21.8

21.5

20.4

K.1

J.1

H.1

G.1

F.1

21.8

21.5

20.4

K.1

J.1

H.1

G.1

F.1

21.8

21.5

20.4

K.1

J.1

H.1

G.1

F.1

21.8

21.5

20.4

K.1

J.1

H.1

G.1

F.1

EXISTING CANOPY

EXIS

NG P

TFORM B

ELO

EXIS

NG P

TFORM B

ELO

EXIS

NG P

TFORM B

ELO

EXIS

NG R

AMP B

ELO

EXIS

NG P

TFORM B

ELO

EXISTING PLATFORM BELOW

EXISTING CANOPY

EXIS

NG C

ANOPY

21.8

21.5

20.4

K.1

J.1

H.1

G.1

F.1

21.8

21.5

20.4

K.1

J.1

H.1

G.1

F.1

21.8

21.5

20.4

K.1

J.1

H.1

G.1

F.1

21.8

21.5

K.1

J.1

H.1

G.1

F.1

EXISTING COLUMN, TYP.

NORTH

PLAN

NORTH

TRUE

1111 Superior Avenue - Suite 2100 | Cleveland, OH 44114

(216) 861-2020 www.osborn-eng.com

DRAWING NO.

Unless otherwise stated in Contract, The Osborn Engineering Company retains copyright ownership.

PROJ NO.

REVISIONS

SHEET NAME:

A B

E F

C D

KEY PLAN

ISSUE DATE:

ISSUED BY:

R A

Y M

O N

D J

A M

E S

R P

R O

J E

C T

C A

N O

P Y

R E

S T

O R

A T

A-102C

OVERALL - EXTERIOR

CANOPY

J-20242075

T A

M P

F L

100% CD SET

02/24/25

1/8" = 1'-0"

CANOPY PLAN

1/8" = 1'-0"

CANOPY RCP

NOTE:

REFER TO STRUCTURAL FOR

WORK AT CANOPY AREA

RE-ROOFING NOTE:

EXISTING ROOF MEMBRANES AND SHEATHING TO BE REMOVED DOWN TO MTL DECK.

PARTIAL REMOVAL OF THE MTL DECK MAY BE REQUIRED, REFER TO STRUCTURAL

DRAWINGS FOR ADDITIONAL DETAIL AND SCOPE.

FOLLOWING THE REMOVAL OF THE EXISTING ROOF MEMBRANES AND SHEATHING, BUT

PRIOR TO REMOVAL OF ANY DECK, PLEASE CONTACT THE ARCHITECT OR STRUCTURAL

ENGINEER TO SCHEDULE A SITE VISIT TO VERIFY THE CONDITION OF THE MTL DECK IN

PREPARATION FOR THE NEW ROOFING AND SHEATHING.

ALL FOUR (4) CANOPY ROOFS TO RECEIVE NEW CARLISLE TPO SELF-ADHERED

ROOFING AND SUBSTRATE AND SHALL COMPLY WITH NOA NO: 19-0521.16 OR

APPROVED EQUAL. CONTRACTOR TO VERIFY SELECTED PRODUCTS COMPLY WITH THE

NOA, AND SHALL PROVIDE A SUBMITTAL TO THE ARCHITECT FOR APPROVAL.

CONTRACTOR TO VERIFY WITH MANUFACTURER THAT THE PRODUCTS, PRESSURES

AND NAILING PATTERNS MEET OR EXCEED THE REQUIREMENTS OF THE STRUCTURAL

DESIGN ENGINEER.

METAL FLASHINGS AND DRIP-EDGE SHALL BE RECONSTRUCTED IN ACCORDANCE WITH

APPROVED MANUFACTURER’S INSTALLATION INSTRUCTIONS OR RAS 111.

THE CONTRACTOR SHALL CONFIRM COMPATIBILITY OF ANY ROOF PAINT OR STICKER

SIGNAGE.

Sheets

G-000A - COVER SHEET AND PROJECTION INFORMATION

G-000B - COVER SHEET AND PROJECTION INFORMATION

G-000C - COVER SHEET AND PROJECTION INFORMATION

File details come from the government source that posted it. Updated May 26, 2025.