ESBD_File_347942_09-21313-addendum1.pdf

ADDENDUM NO: 1 - issued by the

LOCATION: 5092 HIGHWAY 7 EAST

CITY/ST: MARLIN, TEXAS 76661

SITE NO.: 099642

BLDG NO.: 098205

ESTIMATED COST:

BID GUARANTY or BID BOND:

PRE-BID DATE, TIME: JANUARY 30, 2024 @ 11:00 AM CT

BID DATE, TIME: MARCH 5, 2024 @ 1:00 PM CT

BIDS MUST BE RECEIVED BY: NOON (12:00 PM) FOR 1:00 PM READING

Project by the: TEXAS DEPARTMENT OF TRANSPORTATION

SUPPORT SERVICES DIVISION (SSD), FACILITIES PLANNING & MANAGEMENT

6230 EAST STASSNEY LANE, AUSTIN, TEXAS 78744

ADDENDUM NO. 1 IS ATTACHED WITH THIS NOTIFICATION.

Available to download from: Electronic State Business Daily (ESBD) Use Agency 601 for Requisition Number:

TxDOT Plans Online https://www.txdot.gov/business/letting‐bids/plans‐online.html

TxDOT Facilities Letting https://www.txdot.gov/business/suppliers‐vendors/facilities‐projects‐letting.html

NOTE:

NOTICE TO BIDDERS:

ADDENDUM NO. 1

This Addendum forms a part of the Contract Documents and modifies the original Project Drawings and Specifications dated January 5, 2024.

No changes to COST or TIME.

Also included are responses to questions identified during the RFI period.

Total pages to this Addendum including cover pages: 41

PROJECT ID #:

COUNTY:

DISTRICT:

OFFICIAL DATE OF ADDENDUM:

NEW MARLIN AEM FACILITY

TEXAS DEPARTMENT OF TRANSPORTATION

09-380421313

February 15, 2024 construed that each bidder’s proposal is submitted with full knowledge of all modifications and supplemental data specified herein.

INCOMPLETE PROPOSAL PACKAGE 1 (CONTRACT DOCUMENTS) WILL BE REJECTED

RECEIPT OF THIS ADDENDUM IN PROPOSAL PACKAGE 1 (CONTRACT DOCUMENTS), "ADDENDUM ACKNOWLEDGMENT" SHEET

FALLS

WACO

FAILURE TO ACKNOWLEDGE RECEIPT OF AN ADDENDUM WILL RESULT IN THE BID NOT BEING READ.

by this Addendum shall remain in effect as a part of the Contract Documents.

$10,386,659.40 $100,000.00 http://www.txsmartbuy.com/sp

09-380421313

THIS ADDENDUM SHALL BECOME AN OFFICIAL PART OF THE PLANS AND SPECIFICATIONS AND BIDDERS SHALL ACKNOWLEDGE

Contract Documents, this Addendum shall govern and take precedence. Work not specifically deleted, modified, changed or altered at the same time and incorporated therewith. Where provisions of the following supplementary data differ from those of the original This Addendum shall be considered as part of the Contract Documents for the above mentioned project as though it had been issued

Bidders are hereby notified that they shall make any necessary adjustment(s) in their estimates based on this Addendum. It will be

Addendum No. 1

Date: 2/14/2024

Project: TxDOT Marlin AEM Facility 5092 Highway 7 East Marlin, Texas 76661

Owner: Texas Department of Transportation Waco District (09) Project Number: 09 3804 21 313

From: Haddon + Cowan Architects Collaborative 2301 E. Riverside Dr, Building A, Suite 80 Austin, Texas 78741

To: Prospective Bidders Architect's Project No.: 21-2031

This Addendum forms a part of the Contract Documents and modifies the original documents dated 01/05/2023.

Addendum Number #1 issued February 14, 2024, with amendments and additions noted below.

Addendum Summary:

This Addendum consists of:

1. Revised drawings referenced in the Bidder RFIs

2. Revised Specs referenced in the Bidder RFIs

Drawings:

Cover Sheet

• Added TDLR Registration TABS Number

G1.08 – PHASE IV / V

• Revised note No. 3 to clarify Bidder RFI regarding the Scope of Work for the fuel island, fuel tanks, and systems

A2.02 – SHOP FLOOR PLAN NORTH

• Added 2-4x4 HSS columns at each overhead door location

A2.03 – SHOP FLOOR PLAN SOUTH

• Added 2-4x4 HSS columns at each overhead door location

A8.09 – SECTION DETAILS

• Detail 2 Revised to reflect 4x12 Tube steal supporting overhead door

• Detail 3 Revised to reflect 4x4 HSS columns added to frame overhead doors

S1.02 – SHOP FOUNDATION PLAN NORTH

• Added 2-4x4 HSS columns at each overhead door location

S1.03 – SHOP FOUNDATION PLAN SOUTH

• Added 2-4x4 HSS columns at each overhead door location

S2.02 – SHOP ROOF FRAMING PLAN NORTH

• Revised “LOW T/BEAM” heights and changed from W sections to HSS

• Added note to reflect connection to columns (10/S8.03)

S2.03 – SHOP ROOF FRAMING PLAN SOUTH

• Revised “LOW T/BEAM” heights and changed from W sections to HSS

• Added note to reflect connection to columns (10/S8.03)

S5.02 – FOUNDATION DETAILS

• Added detail 10 to reflect connection for HSS framing at overhead doors

S8.03 – STEEL FRAMING DETAILS

• Added detail 10 to reflect connection of overhead door framing to columns

E2.01 – OFFICE ELECTRICAL POWER PLAN

• Revised duplex outlet to quad outlet in offices and updated Keyed Notes 1 & 4 to include:

“CONTRACTOR IS RESPONSIBLE FOR WIRING THE FURNITURE SYSTEMS AND MAKING FINAL

CONECTIONS.”

E2.02 – SHOP ELECTRICAL POWER PLAN NORTH

• Updated receptacle and added keynote 5 to West wall of Mechanic Office 122

• Added Keynote 5 to Sheet

E2.05 – FUEL STATION ELECTRICAL POWER PLAN, SPECIAL SYSTEMS & SCHEDULE

• Revised OPW TANK MONITORING SYSTEM SCHEDULE

E4.05 – ELECTRICAL SCHEDULES

• Revised Schedule for LP-1 for revisions to outlets on E2.01

E4.07 – ELECTRICAL SCHEDULES

• Revised Schedules for LP-3 & LP-4-2 for revisions to outlets on E2.02

T2.01 – TECHNOLOGY OFFICE FLOOR PLAN

• Update key note 11 at office to coordinate with the electrical revisions on sheet E2.01 and E2.02

• Updated keynote 11 to clarify who is responsible for installing data cable in the workstations

• Removed flex conduit keynote 11 from two locations on the west wall of DROP-IN WORKSTATIONS

T2.02 – TECHNOLOGY SHOP FLOOR PLAN NORTH

• Updated keynote 11 to clarify who is responsible for installing data cable in the workstations

• Changed location of data outlets in MECHANIC OFFICE 122

Specifications:

08 33 23 – Overhead Coiling Doors – Updated wind load requirements per Bidder RFI

11 10 00 – Fuel Dispensing System – Update tank monitor manufacture revision per Bidder RFI

End of Addendum No. #1

Bidder RFI Responses

Date: 2/14/2024

Project: TxDOT Marlin AEM Facility 5092 Highway 7 East Marlin, Texas 76661

Owner: Texas Department of Transportation Waco District (09) Project Number: 09 3804 21 313

From: Haddon + Cowan Architects Collaborative 2301 E. Riverside Dr, Building A, Suite 80 Austin, Texas 78741

To: Prospective Bidders Architect's Project No.: 21-2031

Instructions: The following are RFIs with included responses

1. Will the existing fueling equipment be left on-site or will this become the property of the awarded fuel contractor?

o Remove existing fuel island, concrete paving & pads, dispensing pumps & grease rack structures and associated electrical and plumbing not related to the fuel tank system above grade. The removal of the fuel tanks and associated systems below grade is not in the contract. TxDOT will remove tanks and associated underground systems. Coordinate with TxDOT District and TxDOT Environmental for coordination of removal.

Refer to Addendum No. 1 – Delta No. 1, 2/14/2024 sheet G1.08.

o Fuel tank and system will remain the property of TxDOT.

2. Will the emergency generator be tied into the fueling system?

o Yes, refer to E2.05 and E3.01

3. What building will the fuel system tank monitor and controls be located and what building will the electrical panel for the system be located?

o Fuel system tank monitor and controls be located Mech Office 122 (ref E2.02) and electrical panel ref E2.03

4. Will the existing asset works fuel management system be reused or will the state furnish a new system?

o The existing asset works fuel management system will be salvaged and re-purposed for the new fuel station. (ref FS1.01, General Notes, Item No. 7)

5. Will the fuel system contractor be responsible for the removal of the existing underground storage tanks and equipment?

o Refer to Bidder RFI response No. 1

6. Who is removing the temporary offices?

o TxDOT will remove the temporary offices

7. How much time should be allowed for TxDOT to install temp offices and make utility connections?

o 40 days

8. Overhead coiling door spec (08 33 23). Section 1.5 A specs a standard 20 psf wind load, however 1.5 B calls for impact ratings. Should there be an increase in wind rating to match the impact rating, or should we quote a non-impact-rated door?

o Delete item 1.5B Impact Test for Flying Debris

Refer to Addendum No. 1 – Delta No. 1, 2/14/2024 spec section 08 33 23.

9. The Plans call out the OPW Site Sentinel Tank Monitor which has been replaced with the ProGauge LX Plus. Please confirm that the equipment schedule for the Tank Monitor listed on page E2.05 is incorrect and needs to be updated to reflect the correct Tank Monitor currently offered o Yes, the OPW shall be changed to the ProGauge LX

Refer to Addendum No. 1 – Delta No. 1, 2/14/2024 sheet E2.05 & spec section 11 10 00

10. The New Equipment Shed is supposed to be turned over in Phase 1. The Shed gets power from IPC- 2 which is located in the office building. Is the Equipment Shed intended to have power during Phase 1? If so, where is the power coming from?

o Contractor is to provide temp power to the New Equipment Shed from the Wash Bay

11. Please provide structural details for supporting overhead door 119A o Provide a pair of HSS4x4x1/4 to support each overhead door (all overhead doors). The column will have a welded connection to a base plate at the foundation. The column will connect to the WF beam above with a welded angle with a slotted hole.

Refer to Addendum No. 1 – Delta No. 1, 2/14/2024 Sheet A2.02, A2.03, 2/A8.09, 3/A8.09, & S1.02, S1.03, S2.02, S2.03, 10/S5.02, & 10/S8.03.

12. Please provide a spec for the temporary road. Who is removing the temporary road? In what Phase is it removed?

o There is no new material for the temporary road, the current paving and road mill will be used as the temporary driveway. The contractor is to remove the area of the temporary roadway to allow for new grading and paving.

GENERAL NOTES

1. WORK SHALL CONFORM TO THE CONSTRUCTION DOCUMENTS & APPLICABLE BUILDING CODES (INCLUDING FEDERAL & STATE CODES, ORDINANCES, REGULATIONS, ETC.) CONSTRUCTION DOCUMENTS INCLUDE DRAWINGS & SPECIFICATIONS

PLUS ANY ADDENDA TO THE AFOREMENTIONED.

2. CONSTRUCTION DOCUMENTS ARE INTENDED TO INCLUDE ITEMS NECESSARY TO CONVEY DESIGN INTENT OF THE WORK. MANUFACTURERS' INSTRUCTIONS SHALL BE CONSIDERED AS PART OF THE SPECIFICATIONS WHETHER INCLUDED

OR NOT IN THE SPECIFICATION MANUAL.

3. PERIODIC SITE VISITS BY OWNER'S REPRESENTATIVE SHALL NOT BE CONSTRUED AS SUPERVISION OF MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR CONSTRUCTION, NOR IMPLY RESPONSIBILITY FOR PROVIDING A SAFE PLACE FOR PERFORMANCE OF WORK BY CONTRACTOR OR CONTRACTOR'S EMPLOYEES, OR EMPLOYEES OF SUPPLIERS, OR FOR ACCESS, VISITS, USE, WORK, TRAVEL, OR OCCUPANCY BY ANY PERSON.

4. CONTRACTOR IS RESPONSIBLE FOR CONTINUOUS SECURITY AT AFFECTED OPENINGS FOR THE DURATION OF THE CONSTRUCTION CONTRACT. COORDINATE SECURITY STATUS CHANGES W/ DISTRICT REPRESENTATIVE PRIOR TO

IMPLEMENTING CHANGES.

5. CONTRACTOR SHALL:

-VERIFY DIMENSIONS & FIELD CONDITIONS BEFORE PROCEEDING.

-NOTIFY ARCHITECT OF FIELD CONDITIONS REQUIRING DEVIATIONS FROM CONSTRUCTION DOCUMENTS BEFORE

THE CONSTRUCTION OF ANY MODIFICATION.

-PROVIDE ADEQUATE BRACING & SHORING AS NECESSARY UNTIL PERMANENT SUPPORTS & STIFFENERS ARE

INSTALLED.

-IMMEDIATELY REPAIR OR REPLACE DAMAGED OR DEFECTIVE WORK TO THE APPROVAL OF (AND AT NO

ADDITIONAL COST TO) THE OWNER

-NOTIFY ARCHITECT & APPROPRIATE INSPECTORS AT CRITICAL CONSTRUCTION MILESTONES IN ORDER TO OBTAIN

NECESSARY APPROVALS & INSPECTIONS PRIOR TO COMMENCEMENT OF SUBSEQUENT WORK.

-TAKE REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND PROVIDE REASONABLE PROTECTION TO PREVENT

DAMAGE, INJURY OR LOSS TO:

a) EMPLOYEES & ALL OTHER AFFECTED PERSONS

b) ALL WORK, MATERIALS & EQUIPMENT

c) OTHER PROPERTY AT SITE OR ADJACENT THERETO.

-UPON COMPLETION OF THE WORK, REMOVE MATERIALS, TOOLS & EQUIPMENT AND LEAVE SITE IN A CONDITION

ACCEPTABLE TO OWNER.

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18020

Support Services Division / Facilities Planning & Management

COPYRIGHT 2023 TEXAS DEPTARTMENT OF TRANSPORTATION

6230 E. Stassney Lane Austin, Texas 78744-3147 c

VICINITY MAP

INDEX OF DRAWINGS

PROJECT:

Project Manager:

CIVIL: LANDSCAPE: ARCHITECTURE: STRUCTURE: ELECTRICAL: HVAC & PLUMBING:

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REF SHEET G0.01 FOR SHEET LIST

IT & SECURITY:

ELECTRIC VEHICLE

CHARGING:

Matt Thrasher, Regional Director

901 South Mopac Building 1 Suite 300 Austin, TX 78746 Phone: (512) 200-7310 E-Mail: matt.thrasher@combs-group.com

John Marsac, P.E.

3701 Executive Center Dr Suite 257 Austin, TX 78731

Phone: (512) 735-9219 E-Mail: johnm@tgwengineers.com

FUEL STATION:

Nicholas McDonald

11700 Katy Fwy Suite 250 Houston, TX 77079

Phone: (713) 335-1900 E-Mail: nicholas.mcdonald@hdrinc.com

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PROJECT NUMBER: 09 3804 21 313

SITE # 099642

BUILDING # 098205, 098206, 098207, 098208

Krunal Chaudhari, PE, FPE

Lisa Leal-Tate

(737) 465 - 2895 lisa.lealtate@txdot.gov

MARLIN AEM FACILITY

Paul Davila, PEKris Swanson, PE, SEMichael D Haddon, AIAPat Dean, R.L.A.Megan McPherson, P.E.

Phone: (512) 374-9120 E-mail: mhaddon@haddoncowan.com

Phone: (512) 535-7303 E-mail: patdean@carrillodean.com

Phone: (737) 787-7120 E-mail:

megan.mcpherson@kimley-horn.com

Phone: (512) 685-2900 E-mail: krunal.chaudhari@hdrinc.com

Phone: (210) 841-2800 E-mail: paul.davila@hdrinc.com

Phone: (512) 472-9797 E-mail: kswanson@dci-engineers.com

Haddon+Cowan Architects 2301 E. Riverside Dr.

Building A, Suite 80 Austin, TX 78741

Carillo Dean Landscape Architecture 7500 West Highway 71 Suite 200 Austin, TX 78735

Kimley Horn 5301 Southwest Pkwy Building 2, Suite 100 Austin, TX 78735

DCI Engineers 515 S. Congress Ave.

Suite 600 Austin, TX 78704

HDR Engineering, Inc.

710 Hesters Crossing Suite 150 Round Rock, Texas 78681

HDR Engineering, Inc.

710 Hesters Crossing Suite 150 Round Rock, Texas 78681

5092 HIGHWAY 7 EAST, MARLIN, TX, 76661

01/05/2023

PROJECT

LOCATION

NORTH

THIS PROJECT INCLUDES...

SITEWORK, UTILITIES AND SEPTIC SYSTEM, SITE LIGHTING, C-CURE SECURITY SYSTEM, CHAIN LINK FENCING AND GATES, SITE-WIDE GENERATOR, LAWN IRRIGATION & LANDSCAPING, ASPHALT/CONCRETE DRIVES, PARKING & STRIPING, NEW FUEL TANKS & MONITORING SYSTEM, IT/DATA SYSTEMS, WATER RECYCLING SYSTEM, GPS MONUMENT, TXDOT SIGN MONUMENT, NEW MAINTENANCE OFFICE, SHOP & WASH BAY BUILDING, NEW EQUIPMENT SHED, NEW FUEL ISLAND WITH CANOPY AND OTHER ITEMS AS IDENTIFIED THROUGHOUT THE PLANS AND SPECIFICATIONS.

OFFICE BUILDING #098205 4,080 SQFT.

SHOP BUILDING #098207 8,727 SQFT.

EQUIPMENT SHED #098206 5,000 SQFT.

NEW FUEL STATION #098208 1,000 SQFT.

TOTAL SCOPE: 18,708 SQFT.

TOTAL STAFF: 15 FTEs

SCOPE OF WORK:

BUILDING SUMMARY: TDLR REGISTRATION:BUILDING CODES:

INTERNATIONAL BUILDING CODE IBC - 2018

AMERICANS W/ DISABILITIES ACT ADAAG - 2010

TEXAS ACCESSIBILITY STANDARDS TAS - 2012

INTERNATIONAL ENERGY CODE IECC - 2018

INTERNATIONAL MECHANICAL CODE IMC - 2018

ASHRAE ASHRAE 62.1 - 2016

INTERNATIONAL PLUMBING CODE IPC - 2018

INTERNATIONAL FUEL GAS CODE IFGC - 2018

NATIONAL ELECTRIC CODE NEC - 2023

NATIONAL FIRE CODE NFPA 1 - 2015

NATIONAL LIFE SAFETY CODE NFPA 101 - 2015

TxDOT STANDARD SPECS FOR ... STREETS - 2014

FALLS COUNTY, TX

WICHITA

FALLS

BEAUMONT

PARIS

ATLANTA

BRYAN

BROWNWOOD

AMARILLO

ABILENE

CHILDRESS

FORT

WORTH

CORPUS

CHRISTI

DALLAS

EL PASO

HOUSTON

LAREDO

LUBBOCK

LUFKIN

ODESSA

SAN

ANGELO

SAN

ANTONIO

YOAKUM

WACO

TYLER

PHARR

WACO DISTRICT (09)

TABS2024011507

0' 10' 20' 40' 80'

PROPERTY LINE

EXISTING

BRINE TANKS

TO REMAIN

STATE HIGHWAY 7

S73°19'13"W 411.61'

EXISTING

SPREADER RACK

TO REMAIN

EXISTING SALT

SHED TO REMAIN

UGEUGE

NORTH

PROPERTY LINE

EXISTING EMULSION

TANK TO REMAIN

EXISTING

RADIO TOWER

TO REMAIN

EXISTING RADIO

TOWER SUPPORT

BUILDING TO REMAINEXISTING

EQUIPMENT

BAYS TO REMAIN

EXISTING BRINE

ROOM TO REMAIN

EXISTING PORTABLE

MATERIAL SHED TO

REMAIN

W

W W

W W

W

W

W

W

W

W

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UGE

W W

W W

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W W

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EQUIPMENT SHED

FROM PHASE I

PHASE IV / V SECURE OPERATIONS

PHASE IV / V TXDOT

CONSTRUCTION OPERATIONS

DRIVEWAY #1 DRIVEWAY #2

W W

PHASE IV / V SECURE OPERATIONS

PHASE IV / V TXDOT

CONSTRUCTION OPERATIONS

U G

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PHASE IV / V TXDOT

CONSTRUCTION OPERATIONS

EXISTING GPS ANTENNA TO

REMAIN - PROTECT DURING

PHASED CONSTRUCTION

SITE NOTES

THE INTENT OF THESE PHASING DIAGRAMS IS TO ALLOW TXDOT TO BE

ABLE TO PERFORM OPERATIONS CONTINUOUSLY THROUGHOUT THE

DURATION OF CONSTRUCTION. THIS INCLUDES CONTINUOUS UTILITY

SERVICES AND VEHICULAR ACCESS TO OFFICES, EQUIPMENT AREAS AND

TRUCK SERVICE AREAS. THE GC IS RESPONSIBLE FOR REVIEWING THE

PROPOSED PHASING AND COORDINATING CONSTRUCTION SEQUENCING

AND SCHEDULING TO ACCOUNT FOR TXDOT'S CONTINUED OPERATION.

COORDINATE WITH TXDOT REPRESENTATIVES TO MINIMIZE CONFLICTS

AND TO FACILITATE OWNER'S OPERATIONS.

1. CONTRACTOR USE OF SITE AND PREMISES

A. ACCESS TO SITE: CONTRACTOR WILL HAVE RESTRICTED ACCESS TO

THOSE AREAS OF EACH PHASING PLAN THAT ARE DESIGNATED

FOR TXDOT OCCUPANCY. ANY WORK REQUIRED TO CROSS INTO

THE TXDOT-OCCUPIED AREA OF THE SITE WILL HAVE TO BE

COORDINATED WITH TXDOT PRIOR TO COMMENCEMENT OF WORK.

B. ARRANGE USE OF SITE AND PREMISES TO ALLOW TxDOT

OCCUPANCY.

C. PROVIDE ACCESS TO AND FROM SITE AS REQUIRED BY LAW.

D. MAINTAIN EMERGENCY SITE ENTRANCES AND EXITS DURING

CONSTRUCTION.

E. DO NOT OBSTRUCT ROADWAYS, SIDEWALKS, OR OTHER PUBLIC

WAYS WITHOUT APPROVAL FROM TXDOT IN WRITING.

F. EXISTING BUILDING SPACES MAY NOT BE USED FOR STORAGE.

G. UTILITY OUTAGES AND SHUTDOWN:

i. LIMIT SHUTDOWN OF UTILITY SERVICES TO 24 HOURS AT A TIME, ARRANGED AT LEAST 2 WEEKS IN ADVANCE WITH TXDOT.

H. PREVENT ACCIDENTAL DISRUPTION OF UTILITY SERVICES TO OTHER

BUILDINGS ON SITE.

2. GC IS TO COORDINATE ROUGH AND FINISH GRADING BETWEEN

ADJACENT PHASED AREAS TO ACCOMMODATE FUTURE PHASED

WORK.

3. ANY UTILITIES NOT NOTED SPECIFICALLY ARE TO REMAIN IN

OPERATION FOR THE DURATION OF PHASE I WORK.

4. GC TO COORDINATE SWITCH OVER OF UTILITIES BETWEEN PHASES TO

ENSURE MINIMAL DISRUPTIONS TO TXDOT SERVICES.

5. REFER TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL DETAILS.

PHASE IV / V

PHASE IV - THE INTENT OF PHASE IV IS TO COMPLETE THE REMAINDER OF

THE CONSTRUCTION WORK IN THE AREAS OCCUPIED BY TXDOT IN

PHASES I,II AND III.

01 - MODIFY EXISTING CONSTRUCTION FENCING TO ACCOMMODATE

PHASE IV WORK.

02 - INSTALL THE REMAINING UTILITY INFRASTRUCTURE AND PROVIDE

CONNECTIONS TO PREVIOUSLY INSTALLED WORK.

03 - REMOVE EXISTING FUEL ISLAND & GREASE RACK STRUCTURES AND

ASSOCIATED ELECTRICAL AND PLUMBING NOT REALTED TO THE FUEL

TANK SYSTEM. THE REMOVAL OF THE FUEL TANKS AND ASSOCAITED

SYSTEM IS NOT IN CONTRACT. TXDOT WILL REMOVE TANKS AND

ASSCOAITED SYSTEMS. COORDINATE WITH TXDOT AND TXDOT

ENVIRONMENTAL FOR COORDINATION OF REMOVAL.

04 - COMPLETE ENTRY AND DRIVE SITEWORK.

05 - REMOVE TEMPORARY OFFICE AND ASSOCIATED UTILITY

CONNECTIONS.

06 - INSTALL AND CONNECT NEW GENERATOR FOR RADIO TOWER

OPERATIONS

07 - REMOVE EXISTING SIGN SHOP AFTER NEW SHOP BUILDING IS

CONSTRUCTED

PHASE V - REMOVE EXISTING CONSTRUCTION FENCING AND MAKE FINAL

UTILITY AND SITEWORK CONNECTIONS. COORDINATE ACCESS FOR THIS

WORK WITH TXDOT CONTINUING OPERATIONS.

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THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

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COPYRIGHT 2023c

Texas of Transportation Department

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ISSUED: 01/05/2023

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PHASE IV / V - PLAN

CHECKED BY: MC

01/05/2023

1" = 60'-0"

SITE PLAN - PHASE IV / V

MECHANIC

OFFICE

MATERIAL /

SHOP STORAGE

WOMEN'S TOILET

/ LOCKER ROOM

MEN'S TOILET /

LOCKER ROOM

ELECTRICAL

SIGN ROOM

A5.04

MATCHLINE

REF A2.01

12' - 2" 7' - 8" 12' - 11" 7' - 5" 7' - 7" 33' - 0"

LINE OF SHOP

ROOF ABOVE

LINE OF SHOP

ROOF ABOVE

JANITOR'S

CLOSET

123A

81' - 8"

A7.02

A7.02

A7.03

5' - 1" 6' - 11" 19' - 4" 7' - 8"

5' - 2" 5' - 10" 8' - 0" 4' - 4" 8' - 0"

A6.02

LINE OF BREEZEWAY

ROOF ABOVE

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1.1

1.1

6.1

6.1

6.3

6.3

9.1

9.1

LL

JJ

8.1

8.14.1

4.1

MATCHLINE

REF A2.01

MATCHLINE

REF A2.03

MATCHLINE

REF A2.03

D1E1

E2

E2

D2

E1

A8.04

SIM.

A8.07

SIM.

A8.05

3.1

3.1

123A

E111

E112

E

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E

E

E

5E127

119A

A8.05

6" 9' - 11" 12' - 10" 17' - 4" 16' - 3" 24' - 5"

6"

G R

ID

O P

E N

IN

G

16' - 2" 3' - 4" 6' - 8" 3' - 0" 7' - 2" 3' - 4" 4' - 1" 3' - 4"

1' - 4"

3' - 4" 28' - 11"

OVERALL SLAB DIMENSION

GRID

BUILDING

OPENING

E

D

MECHANICAL

E1

E1

E1

E1

E2

E2

E1

E1

3' - 4"

A

E1

E1

E2

E1

B U

IL

D

IN

G

O P

E N

IN

G

STORAGE

A .0

A .0

E2

6"

3' - 2" 13' - 3" 8' - 0"

1' - 10"

1' - 10"

1' - 10"

1' - 10"

CORRIDOR

125A

EE123

EE124

LINE OF BREEZEWAY

ROOF ABOVE

B U

IL

D

IN

G

BOLLARD, TYP -

REF 2/S1.04

R1

R

R

A A

EMERGENCY

ESCAPE HATCH

EMERGENCY

ESCAPE HATCH

R ABV

R ABV

R ABV

R ABV

E1

R ABV

R RATED

RATED

A A

R1 ABV

K K

E128

A7.04

A8.10

A8.10

SIM.

A9.05

A9.05

DASHED LINE INDICATES

EXTENT OF PLYWOOD WALL

COVERING, TYP

A8.04

A8.06

A8.06

A8.05

A8.03

SIM.

A8.07

SIM.

A8.04

SIM.

PRE-FINISHED

MTL

DOWNSPOUT

PRE-FINISHED

MTL

DOWNSPOUT

PRE-FINISHED

MTL

DOWNSPOUT

D

OH

RAISED CONC

SLAB - REF A2.06

FOR DIMENSIONS

KEY PLAN

NORTH

MATCHLINE MATCHLINE

MATCHLINE MATCHLINE

0' 1' 15'5' 10'

FLOOR PLAN NOTES

1. CONTRACTOR IS RESPONSIBLE FOR CONTINUOUS SECURITY AT

AFFECTED OPENINGS FOR THE DURATION OF THE COSNTRUCTION

CONTRACT. COORDINATE SECURITY STATUS CHANGES W/ DISTRICT

REPRESENTATIVE PRIOR TO IMPLEMENTING CHANGES.

2. INFORMATION CONCERNING EXISTING CONDITIONS IS SUITABLE FOR

PREPARATION OF THE DRAWINGS & GIVEN FOR THE CONTRACTOR'S

CONVENIENCE.

3. ARCHITECT DOES NOT GUARANTEE ACCURACY OF SUCH EXISTING

INFORMATION. IT IS CONTRACTOR'S RESPONSIBILITY TO INFORM

HIMSELF & NECESSARY OFFICIALS AS TO THE CONDITIONS AFFECTING

THE WORK.

4. DIMENSIONS GIVEN ARE TO FACE OF FRAMING, UNLESS INDICATED

OTHERWISE.

5. WHERE CONSTRUCTION FEATURES EXIST, VERIFY DIMENSIONS WITH

FIELD CONDITIONS

6. FOR GYPSUM BOARD EXTERIOR CORNERS, PROVIDE:

- STANDARD PROFILE CORNER BEADS FOR CORNERS NOT

RECEIVING MILLWORK WRAP

- 3/8" RADIUS BULLNOSE CORNER BEADS WHERE NOTED AS "RND."

7. FOR DOORS & WINDOWS, VERIFY:

- 6-IN. OFFSET FROM ADJACENT WALL FOR TRIM CLEARANCE

- QUANTITIES, SIZES & FEATURES BEFORE ORDERING

- ROUGH-OPENING SIZES BEFORE FRAMING.

8. FOR RESTROOMS:

- PROVIDE APPROPRIATE ACOUSTICAL-RATED ASSEMBLIES FOR

WALLS & CEILINGS.

- REFER TO SHEETS G1.2-3 FOR REQUIRED BLOCKING LOCATIONS

AT GRAB BARS & TOILET PAPER DISPENSER.

9. STAIRS SHALL CONFORM TO CURRENT INTERNATIONAL BUILDING

CODE STANDARDS:

- RISER HEIGHT = 7-IN. (MAX.)

- TREAD DEPTH = 11-IN. (MIN.)

- VARIATION BETWEEN ADJACENT STAIRS = 3/8-IN. (MAX.)

10. STAIRS RUNS WITH (4+) RISERS SHALL BE CONSTRUCTED WITH

CONTINUOUS HANDRAILS THAT CONFORM TO THE FOLLOWING:

- HEIGHT = 34-IN. (MAX.) ABOVE TREAD NOSING

- SEPARATION = 1-1/2-IN. (MIN.) BETWEEN RAIL & WALL / GUARD RAIL

- TERMINATIONS RETURN TO WALL OR HAVE ROUNDED CAPS OR

BENDS.

11. COORDINATE SITE FLATWORK, SIDEWALKS, PORCHES, RAMPS ETC. TO

MEET CURRENT VERSION OF TEXAS ACCESSIBILITY STANDARDS &

OTHER CODE REQUIREMENTS.

12. COORDINATE ALL TRADES TO ENSURE COMPLETE & WORKING

INSTALLATIONS.

13. NOTIFY ARCHITECT OF ANY DISCREPANCIES.

14. INTERIOR WALLS ARE TYPE "A" UNO. REF A8.01 FOR PARTITION TYPES.

15. REF A9.01 FOR FINISH PLAN

REF A9.02 FOR WINDOW SCHEDULE

REF A9.03 FOR DOOR SCHEDULE

AIR QUALITY / ENERGY NOTES

1. LIMIT AIR INFILTRATION INTO CONDITIONED AND/OR OCCUPIED SPACES

BY SEALING, CAULKING, GASKETING, AND/OR WEATHER-STRIPPING

THE FOLLOWING:

- EXTERIOR JOINTS AROUND WINDOWS & DOOR FRAMES

- OPENINGS BETWEEN EXTERIOR WALLS & FOUNDATIONS

- OPENINGS BETWEEN EXTERIOR WALLS & ROOF

- OPENINGS AT PENETRATIONS OF UTILITIES THROUGH EXTERIOR

FLOORS, WALLS AND/OR ROOFS

- ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE.

2. PROVIDE AN APPROPRIATELY-SIZED SPOT EXHAUST FAN IN EACH

RESTROOM & KITCHENETTE.

3. PROVIDE IC-RATED RECESSED LIGHTING FIXTURES WHERE ADJACENT

TO INSULATION OTHER THAN CLOSED-CELL SPRAY FOAM.

NEW PARTITION TO BE CONSTRUCTED

DOOR

FLOOR PLAN LEGEND

NEW CMU PARTITION TO BE CONSTRUCTED

NOTE: REF 1/A8.01 FOR PARTITION TYPES

1-HR RATED WALL

2-HR RATED WALL

CONCRETE PAVING

2-HR RATED WALL

S

S

F

T A

T

O E

A X

ET

T

SI

G

E R

DER

E

E

TI

HCRA

T C

M I C H

A E L D .

H A

D D O N

18020

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

G E

N E

R A

T E

D O

N

REVISIONS:

COPYRIGHT 2023c

Texas of Transportation Department

R

/1

/2

:5 :0

P

M

1 Addendum No. 1 2/14/2024

C

U s e rs

\m h a d d o n \D o c u m e n ts

\T X

D O

T M a rl in

M a in te n a n c e B u ild in g s M

IK

E

H A

D D

O N

.r v t

A2.02

M A

R L

IN

A

E M

F A

C

IL

IT

Y

H

IG

H W

A Y

E

A S

T

M A

R L

IN

T

X

P R

O J E

C T

N

DRAWN BY: CH

ISSUED: 01/05/2023

W A

C O

D

IS

T R

IC

T

F A

L L S

C O

U N

T Y

SHOP FLOOR PLAN NORTH

CHECKED BY: MC

01/05/2023

3/16" = 1'-0"

SHOP BUILDING PLAN

A5.04

A .0

VEHICLE

MAINTENANCE

BAYS

AIR

COMPRESSOR

126LAB AREA

LINE OF SHOP

ROOF ABOVE

LINE OF SHOP

ROOF ABOVE

18' - 0" 12' - 1" 7' - 0" 35' - 2"

1' - 1"

3' - 4" 21' - 8" 3' - 4"

1' - 8"

3' - 4" 4' - 1"

1.1

1.1

6.1

6.1

6.3

6.3

9.1

9.1

LL

MM

PP

RR

5.1 8.1

8.1

8.2

8.2

4.1

4.1

MATCHLINE

REF A2.02

D2

A8.04

SIM.

A8.07

SIM.

NN

3.1

3.1

E127 E112

E116

E117

E

E

E

E

E

E

E

E

E

119A

E

A7.02

A7.02

A7.03

A7.03

HERBICIDE

STORAGE

NUCLEAR

STORAGE

GAUGE ROOM

9 12

E

81' - 8"

8' - 0" 16' - 0"

R1

6" 9' - 11" 12' - 10" 17' - 4" 16' - 3" 15' - 11" 4' - 3" 4' - 3" 6"

OVERALL

GRID

OPENING

E123

R1 A1

OVERALL

GRID

OPENING

BUILDING

6" 9' - 11" 12' - 10" 14' - 9" 2' - 6" 16' - 3" 15' - 11" 4' - 3" 4' - 3" 6"

B U

IL

D

IN

G

O P

E N

IN

G

G R

ID

B U

IL

D

IN

G

O P

E N

IN

G

G R

ID

81' - 8"

D

A8.04

SIM.

1' - 10"

1' - 10"

1' - 10"

1' - 10"

1' - 10"

1' - 10"

1' - 10"

1' - 10"

1' - 10"

R1

R1

LINE OF SHOP

ROOF ABOVE

LINE OF LOW

ROOF ABOVE

LINE OF LOW

ROOF ABOVE

A

A8.10

A8.10

DASHED LINE INDICATES

EXTENT OF PLYWOOD WALL

COVERING, TYP

DASHED LINE INDICATES

EXTENT OF PLYWOOD WALL

COVERING, TYP

A8.05

SIM.

A8.05

SIM.

A8.05

SIM.

A8.04

SIM.

A8.05

SIM.

E

A8.06

A8.06

A8.09

A8.07

A8.04

SIM.

F V

FV

F V

FV

12' - 0"

3' - 1"

BOLLARD, TYP -

REF S1.04

BOLLARD, TYP -

REF S1.04

NL

L

L

L L

5' - 0"

6' - 6" 3' - 7"

L1

KEY PLAN

NORTH

MATCHLINE MATCHLINE

MATCHLINE MATCHLINE

0' 1' 15'5' 10'

FLOOR PLAN NOTES

1. CONTRACTOR IS RESPONSIBLE FOR CONTINUOUS SECURITY AT

AFFECTED OPENINGS FOR THE DURATION OF THE COSNTRUCTION

CONTRACT. COORDINATE SECURITY STATUS CHANGES W/ DISTRICT

REPRESENTATIVE PRIOR TO IMPLEMENTING CHANGES.

2. INFORMATION CONCERNING EXISTING CONDITIONS IS SUITABLE FOR

PREPARATION OF THE DRAWINGS & GIVEN FOR THE CONTRACTOR'S

CONVENIENCE.

3. ARCHITECT DOES NOT GUARANTEE ACCURACY OF SUCH EXISTING

INFORMATION. IT IS CONTRACTOR'S RESPONSIBILITY TO INFORM

HIMSELF & NECESSARY OFFICIALS AS TO THE CONDITIONS AFFECTING

THE WORK.

4. DIMENSIONS GIVEN ARE TO FACE OF FRAMING, UNLESS INDICATED

OTHERWISE.

5. WHERE CONSTRUCTION FEATURES EXIST, VERIFY DIMENSIONS WITH

FIELD CONDITIONS

6. FOR GYPSUM BOARD EXTERIOR CORNERS, PROVIDE:

- STANDARD PROFILE CORNER BEADS FOR CORNERS NOT

RECEIVING MILLWORK WRAP

- 3/8" RADIUS BULLNOSE CORNER BEADS WHERE NOTED AS "RND."

7. FOR DOORS & WINDOWS, VERIFY:

- 6-IN. OFFSET FROM ADJACENT WALL FOR TRIM CLEARANCE

- QUANTITIES, SIZES & FEATURES BEFORE ORDERING

- ROUGH-OPENING SIZES BEFORE FRAMING.

8. FOR RESTROOMS:

- PROVIDE APPROPRIATE ACOUSTICAL-RATED ASSEMBLIES FOR

WALLS & CEILINGS.

- REFER TO SHEETS G1.2-3 FOR REQUIRED BLOCKING LOCATIONS

AT GRAB BARS & TOILET PAPER DISPENSER.

9. STAIRS SHALL CONFORM TO CURRENT INTERNATIONAL BUILDING

CODE STANDARDS:

- RISER HEIGHT = 7-IN. (MAX.)

- TREAD DEPTH = 11-IN. (MIN.)

- VARIATION BETWEEN ADJACENT STAIRS = 3/8-IN. (MAX.)

10. STAIRS RUNS WITH (4+) RISERS SHALL BE CONSTRUCTED WITH

CONTINUOUS HANDRAILS THAT CONFORM TO THE FOLLOWING:

- HEIGHT = 34-IN. (MAX.) ABOVE TREAD NOSING

- SEPARATION = 1-1/2-IN. (MIN.) BETWEEN RAIL & WALL / GUARD RAIL

- TERMINATIONS RETURN TO WALL OR HAVE ROUNDED CAPS OR

BENDS.

11. COORDINATE SITE FLATWORK, SIDEWALKS, PORCHES, RAMPS ETC. TO

MEET CURRENT VERSION OF TEXAS ACCESSIBILITY STANDARDS &

OTHER CODE REQUIREMENTS.

12. COORDINATE ALL TRADES TO ENSURE COMPLETE & WORKING

INSTALLATIONS.

13. NOTIFY ARCHITECT OF ANY DISCREPANCIES.

14. INTERIOR WALLS ARE TYPE "A" UNO. REF A8.01 FOR PARTITION TYPES.

15. REF A9.01 FOR FINISH PLAN

REF A9.02 FOR WINDOW SCHEDULE

REF A9.03 FOR DOOR SCHEDULE

AIR QUALITY / ENERGY NOTES

1. LIMIT AIR INFILTRATION INTO CONDITIONED AND/OR OCCUPIED SPACES

BY SEALING, CAULKING, GASKETING, AND/OR WEATHER-STRIPPING

THE FOLLOWING:

- EXTERIOR JOINTS AROUND WINDOWS & DOOR FRAMES

- OPENINGS BETWEEN EXTERIOR WALLS & FOUNDATIONS

- OPENINGS BETWEEN EXTERIOR WALLS & ROOF

- OPENINGS AT PENETRATIONS OF UTILITIES THROUGH EXTERIOR

FLOORS, WALLS AND/OR ROOFS

- ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE.

2. PROVIDE AN APPROPRIATELY-SIZED SPOT EXHAUST FAN IN EACH

RESTROOM & KITCHENETTE.

3. PROVIDE IC-RATED RECESSED LIGHTING FIXTURES WHERE ADJACENT

TO INSULATION OTHER THAN CLOSED-CELL SPRAY FOAM.

NEW PARTITION TO BE CONSTRUCTED

DOOR

FLOOR PLAN LEGEND

NEW CMU PARTITION TO BE CONSTRUCTED

NOTE: REF 1/A8.01 FOR PARTITION TYPES

1-HR RATED WALL

2-HR RATED WALL

CONCRETE PAVING

2-HR RATED WALL

ACCESSORIES KEYNOTES

S

S

F

T A

T

O E

A X

ET

T

SI

G

E R

DER

E

E

TI

HCRA

T C

M I C H

A E L D .

H A

D D O N

18020

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

G E

N E

R A

T E

D O

N

REVISIONS:

COPYRIGHT 2023c

Texas of Transportation Department

R

/1

/2

:2 :5

A

M

1 Addendum No. 1 2/14/2024

C

U s e rs

\c h o lb e c k \D o c u m e n ts

\T X

D O

T M a rl in

M a in te n a n c e B u ild in g s c h o lb e c k .r v t

A2.03

M A

R L

IN

A

E M

F A

C

IL

IT

Y

H

IG

H W

A Y

E

A S

T

M A

R L

IN

T

X

P R

O J E

C T

N

DRAWN BY: CH

ISSUED: 01/05/2023

W A

C O

D

IS

T R

IC

T

F A

L L S

C O

U N

T Y

SHOP FLOOR PLAN SOUTH

CHECKED BY: MC

01/05/2023

3/16" = 1'-0"

SHOP BUILDING PLAN

L EMERGENCY SHOWER & EYEWASH, REF PLUMBING

L1 FIRE EXTINGUISHER CABINET. MOUNT CENTER OF HANDLE AT 48" AFF.

REF DETAIL 10/A6.01

N DRINKING FOUNTAINS, REF PLUMBING

FOUNDATION -

REF STRUCT

GROUT FILL

2" AIR GAP

R-5 RIGID INSUL

FLEXIBLE MEMBRANE

FLASHING

SS FLASHING

WEEP

WEATHER BARRIER

1/2" EXT

SHEATHING

R-13 BATT INSUL

5/8" GWB

BASE AS SCHED

7"

MASONRY TIE

GROUT - TYP.

VAPOR BARRIER

FINISH GRADE -

REF CIVIL

6" MTL STUD FRAMING

STONE VENEER

3 1/2"

STONE VENEER

2" AIR GAP

R-5 RIGID INSUL

WEATHER

BARRIER

1/2" EXT

SHEATHING

STANDING SEAM

MTL ROOF SYSTEM

1/2" EXT

SHEATHING

R-25 RIGID INSUL

R-13 BATT INSUL

STL STRUCT -

REF STRUCT

#30 FELT

GROUT - TYP.

METAL SOFFIT PANEL

ON STUD FRAMING

MASONRY TIE

6" MTL STUD

FRAMING

MTL DECK

1/2" EXT

SHEATHING

WEATHER

BARRIER

1/2" EXT

SHEATHING

6" MTL STUD FRAMING

R-13 BATT INSUL

STANDING SEAM

MTL ROOF SYSTEM

R-25 RIGID INSUL

1/2" EXT

SHEATHING

METAL DECK

METAL SOFFIT PANEL

ON STUD FRAMING

JOIST SEAT -

REF STRUCT

#30 FELT

R-5 RIGID INSUL

AIR GAP

STL JOIST

EXTENSION -

REF STRUCT

STONE VENEER

GROUT - TYP.

MASONRY TIE

STL STRUCT -

REF STRUCT

1/2" EXT

SHEATHING

SEAL SHEATHING

TO DECK, TYP

BACKER ROD

AND SEALANT

FINISH FLOOR

0' - 0"

PAVING -

REF CIVIL

JAMB

TRIM BEYOND

OVERHEAD

COILING DOOR

WALL BEYOND

OVERHEAD DOOR

BOTTOM SEAL

1 1/2" x 1 1/2" STL

ANGLE - REF STRUCT

/2

5 3/4" 9 1/4"

NEW ELECTRIC

OVERHEAD

COILING DOOR

16" O.C. VERT FOR WITDTH

OF OPENING - COORD W/

MFG INSTALLATION FOR

DOOR MOUNTING

PRE-FINISHED

MTL FLASHING

STRUCT STL -

REF STRUCT

FLEXIBLE MEMBRANE

FLASHING

M-PANEL SIDING

ON Z-CLIPS

MTL END

CLOSURE

MTL TRIM

1/2" EXT

SHEATHING

R-5 RIGID INSUL

WEATHER BARRIER

1/2" EXT

SHEATHING

6" MTL STUD FRAMING

R-13 BATT INSUL

JAMB

TRIM BEYOND

1 1/2" x 1 1/2" STL

ANGLE - REF STRUCT

HEADPLATE

STL COLUMN IN

WALL BEYOND -

REF STRUCT

STL PLATE -

REF STRUCT

BLOCKING AS REQ'D

MTL PANEL SIDING

ELECTRIC OVERHEAD

COILING DOOR

SLOPE THRESHOLD

TO DRAIN

EDGE OF SLAB

MTL END CLOSURE

MEMBRANE FLASHING

WEATHER BARRIER

9 1/4"

1/2" EXT

SHEATHING STL COLUMN -

REF STRUCT

6" MTL STUD FRAMING

FINISH AS SCHED

S

S

F

T A

T

O E

A X

ET

T

SI

G

E R

DER

E

E

TI

HCRA

T C

M I C H

A E L D .

H A

D D O N

18020

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

G E

N E

R A

T E

D O

N

REVISIONS:

COPYRIGHT 2023c

Texas of Transportation Department

R

/1

/2

:4

:4

A

M

1 Addendum No. 1 2/14/2024

C

U s e rs

\c h o lb e c k \D o c u m e n ts

\T X

D O

T M a rl in

M a in te n a n c e B u ild in g s c h o lb e c k .r v t

A8.09

M A

R L

IN

A

E M

F A

C

IL

IT

Y

H

IG

H W

A Y

E

A S

T

M A

R L

IN

T

X

P R

O J E

C T

N

DRAWN BY: CH

ISSUED: 01/05/2023

W A

C O

D

IS

T R

IC

T

F A

L L S

C O

U N

T Y

SECTION DETAILS

CHECKED BY: MC

01/05/2023

3" = 1'-0"

STONE @ GRADE

3" = 1'-0"

STONE @ ROOF

3" = 1'-0"

STONE @ ROOF

3" = 1'-0"

OVERHEAD DOOR SILL

3" = 1'-0"

OVERHEAD DOOR DETAIL

3" = 1'-0"

OVERHEAD DOOR JAMB

81'-5"

HSS6x6x1/2

HSS6x6x1/2 HSS5 1/2x5 1/2x1/2

HSS5 1/2x5 1/2x1/2

5" CONC SLAB ON GRADE

W/ #4 @ 12"OC EW CTRD

PER PLAN NOTES

T/SLAB = 0'-0"

MATCHLINE

PER S1.01

MATCHLINE

PER S1.03

8" CMU WALL

(FULLY GROUTED) W/

#5 @ 8"OC VERT & #4

@ 16"OC HORIZ, TYP AT

STORM SHELTER

24"DP MAT FTG W/

#8T&B @ 12"OC EW

W/ STD HOOK EA END

F4.0

S5.04

S5.04

S5.04

S5.04

S5.02

TYP

F8.0F8.0

H

J

K

L

1.1 4.1 6.1 6.3 8.1 9.1

9'-11"

S5.03

S5.03

GB1

S5.03

G B

S5.03

S5.04

7/S3.01

G B

HSS5 1/2x5 1/2x1/2HSS5 1/2x5 1/2x1/2HSS5 1/2x5 1/2x1/2HSS5 1/2x5 1/2x1/2

HSS5 1/2x5 1/2x1/2 HSS5 1/2x5 1/2x1/2

HSS5 1/2x5 1/2x1/2

HSS6x6x1/2

9'-11" 12'-10" 6'-11" 9'-4" 15'-11"

80'-9"

6/S3.01

6.23.1

17'-4" 8'-6"

S5.04

TYP

NON BEARING CMU

WALLS, REINF PER STRUCT

GENERAL NOTES, TYP

1/S3.01

C J

CJ

S5.01

HSS6x6x1/2

F8.0 /S

.0

TYP

S5.03

1"BP, TYP UNO

S5.03

2'-3 3/4"

/4

/8

1'-6"⌀x36"DP

BOLLARD SLEEVE

PER 2/S1.04, TYP

3"

F4.0 F4.0 F4.0 F4.0 F4.0 F4.0 F4.0

F4.0

F4.0

6"

HSS4x4x1/4 4

/8

S5.01

4" CONC PAD

REF MECH FOR LOCATION

AND SIZE TYP

HSS4x4x1/4

HSS4x4x1/4

5'-0" 2'-10"

S5.03

6"

TYP

4" CONC PAD

REF MECH FOR LOCATION

AND SIZE TYP

TYP

TYP

TYP

1'-3"

HSS4x4x1/4

HSS4x4x1/4

HSS4x4x1/4

HSS4x4x1/4

HSS4x4x1/4

HSS4x4x1/4 4 3/4" 6'-7 1/4"

/4

/4

/4

TYP

1"

5/8"

1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02, S0.03 AND

S0.04.

2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS.

3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE: ALL

DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS FOR PLUMBING, SPRINKLERS AND

HVAC]. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS.

4. TOP OF SLAB (T/SLAB) ELEVATION ASSUMED 0'-0". FOR ACTUAL T/SLAB ELEVATION REFER TO CIVIL AND

ARCHITECTURAL DRAWINGS. PROVIDE 6 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES. PROVIDE

FREE-DRAINING GRANULAR FILL PER GEOTECH REPORT.

5. TYPICAL TOP OF INTERIOR (T/INTERIOR) FOOTING & GRADE BEAM ELEVATION = -0'-8", UNO.

6. ALL FOOTINGS AND SLABS TO BEAR ON STRUCTURAL FILL. SUBGRADE PREPARATION, STRUCTURAL FILL, DRAINAGE SYSTEM, AND OTHER REQUIREMENTS PER GEOTECH REPORT AS NOTED IN THE STRUCTURAL

GENERAL NOTES.

7. CJ INDICATES CONTROL JOINT PER PLAN.

8. SEE S2.04 FOR STROM SHELTER

9. TYPICAL DETAILS PER:

S5.01 TYPICAL FOUNDATION DETAILS

S9.01 TYPICAL CMU DETAILS

10. = NON BEARING CMU WALL

= BEARING CMU WALL

= MAT FOUNDATION

FOUNDATION PLAN NOTES:

0' 5' 15' 30' 50'

KEY PLAN

NORTH

MATCHLINE MATCHLINE

MATCHLINE MATCHLINE

N

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

G E

N E

R A

T E

D O

N

REVISIONS:

COPYRIGHT 2023c

Texas of Transportation Department

R

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION

SUBMITTAL

/1

/2

:5 :1

P

M

1 Addendum No.1 2/14/2024

C lo c a lr e v it \S tr u c t-

-0

-R a s u s a n X

X H

.r v t

S1.02

M A

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IN

A

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F A

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IL

IT

Y

H

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H W

A Y

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A S

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M A

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IN

T

X

P R

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C T

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-3

-2

-3

DRAWN BY: LK

ISSUED: 01/05/24

W A

C O

D

IS

T R

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T

F A

L L S

C O

U N

T Y

100%

CHECKED BY: NR

SHOP FOUNDATION PLAN NORTH

GRADE BEAM SCHEDULE

TYPE WIDTH DEPTH CONT REINF TIES NOTES

GB1 1'-6" 2'-0" (3) #6T&B #3 @ 12"OC

GB2 2'-0" 2'-0" (4) #6T&B #3 @ 12"OC

SCALE: 3/16" = 1'-0"

SHOP FOUNDATION PLAN NORTH

SPREAD FOOTING SCHEDULE

TYPE

SIZE

REINFORCING COMMENTSLENGTH WIDTH DEPTH

F3.0 3'-0" 3'-0" 2'-0" (5) #5 EW T&B

F4.0 4'-0" 4'-0" 2'-0" (7) #5 EW T&B

F8.0 8'-0" 8'-0" 2'-0" (14) #5 EW T&B

F8.0x4.0 8'-0" 4'-0" 2'-0" (14) #5 TRANSV & (7)

#5 LONGIT T&B

F9.0x4.0 9'-0" 4'-0" 2'-0" (16) #5 TRANSV & (7)

#5 LONGIT T&B

F11.0x4.0 11'-0" 4'-0" 2'-0" (20) #5 TRANSV & (7)

#5 LONGIT T&B

1 Addendum No. 1 2/14/2024

5" CONC SLAB ON GRADE

W/ #4 @ 12"OC EW CTRD

PER PLAN NOTES

T/SLAB = 0'-0"

(2) #4 x 48" DIAG

CTRD, TYP

34'-0" 9'-2"

/8

HSS5 1/2x5 1/2x1/2

HSS5 1/2x5 1/2x1/2

MATCHLINE

PER S1.02

1.1 4.1 5.1 6.1 6.3 8.1 8.2 9.1

M

N

P

R

G B

S5.03

S5.03

S5.03

S5.03

S5.02

HSS5 1/2x5 1/2x1/2

HSS5 1/2x5 1/2x1/2 HSS5 1/2x5 1/2x1/2

HSS4x4x1/4 HSS4x4x1/4

HSS4x4x1/4

HSS5 1/2x5 1/2x1/2

HSS5 1/2x5 1/2x1/2

HSS4x4x1/4

HSS5 1/2x5 1/2x1/2

HSS4x4x1/4

HSS4x4x1/4

HSS4x4x1/4

HSS5 1/2x5 1/2x1/2

HSS5 1/2x5 1/2x1/2

GB1

S5.03

S5.03

G B

S5.03

80'-9"

9'-11" 12'-10" 14'-9" 2'-6" 16'-3" 15'-11" 4'-3" 4'-3"

HSS5 1/2x5 1/2x1/28/S3.01

3/S3.01

1/S3.02

3.1

C J

CJ

S5.01

F8.0

HSS6x6x1/2

1"BP, TYP UNO

GB1

G B

G B

S5.03

S5.03

2'-3 3/4"2'-3 3/4"

/4

/4

/4

/4

/8

/4

/4

/4

/4

1'-6"⌀x36"DP

BOLLARD SLEEVE

PER 2/S1.04, TYP

/2

G B

G B

G B

F4.0

F4.0F4.0F4.0

F4.0F4.0

F4.0 F4.0

F11.0x4.0

F9.0x4.0

F4.0

F4.0 F4.0

F4.0

4" CONC PAD

REF MECH FOR

LOCATION AND

SIZE TYP

6"

T Y

P

S5.03

TYP

TYP

1'-3"

TYP

1'-3"

TYP

6"

4"

6" 6

HSS4x4x1/4

HSS4x4x1/4

HSS4x4x1/4

/2

/2

HSS4x4x1/4

HSS4x4x1/4

/2

/2

/8

HSS4x4x1/4

/4

HSS4x4x1/4

HSS4x4x1/4

/4

/8

HSS4x4x1/4

/4

HSS4x4x1/4

HSS4x4x1/4

/2

/2

HSS4x4x1/4

HSS4x4x1/4

/2

/2

HSS4x4x1/4

/8

TYP

1"

1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02, S0.03 AND

S0.04.

2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS.

3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE: ALL

DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS FOR PLUMBING, SPRINKLERS AND

HVAC. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING AND ELECTRICAL.

4. TOP OF SLAB (T/SLAB) ELEVATION ASSUMED 0'-0". FOR ACTUAL T/SLAB ELEVATION REFER TO CIVIL AND

ARCHITECTURAL DRAWINGS. PROVIDE 10 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES. PROVIDE

FREE-DRAINING GRANULAR FILL PER GEOTECH REPORT.

5. TYPICAL TOP OF INTERIOR (T/INTERIOR) FOOTING & GRADE BEAM ELEVATION = -0'-8", UNO.

6. ALL FOOTINGS AND SLABS TO BEAR ON STRUCTURAL FILL. SUBGRADE PREPARATION, STRUCTURAL FILL, DRAINAGE SYSTEM, AND OTHER REQUIREMENTS PER GEOTECH REPORT AS NOTED IN THE STRUCTURAL

GENERAL NOTES.

7. CJ INDICATES CONTROL JOINT PER PLAN.

8. PAD SIZE AND BOLLARD LOCATIONS BEING DEPENDENT ON SIZE OF TANK PROVIDED AND MAY REQUIRE

RESIZING.

9. TYPICAL DETAILS PER:

S5.01 TYPICAL FOUNDATION DETAILS

FOUNDATION PLAN NOTES:

0' 5' 15' 30' 50'

KEY PLAN

NORTH

MATCHLINE MATCHLINE

MATCHLINE MATCHLINE

N

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

G E

N E

R A

T E

D O

N

REVISIONS:

COPYRIGHT 2023c

Texas of Transportation Department

R

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION

SUBMITTAL

/1

/2

:5 :2

P

M

1 Addendum No.1 2/14/2024

C lo c a lr e v it \S tr u c t-

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.r v t

S1.03

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ISSUED: 01/05/24

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F A

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T Y

100%

CHECKED BY: NR

SHOP FOUNDATION PLAN SOUTH

SCALE: 3/16" = 1'-0"

SHOP FOUNDATION PLAN SOUTH

GRADE BEAM SCHEDULE

TYPE WIDTH DEPTH CONT REINF TIES NOTES

GB1 1'-6" 2'-0" (3) #6T&B #3 @ 12"OC

GB2 2'-0" 2'-0" (4) #6T&B #3 @ 12"OC

SPREAD FOOTING SCHEDULE

TYPE

SIZE

REINFORCING COMMENTSLENGTH WIDTH DEPTH

F3.0 3'-0" 3'-0" 2'-0" (5) #5 EW T&B

F4.0 4'-0" 4'-0" 2'-0" (7) #5 EW T&B

F8.0 8'-0" 8'-0" 2'-0" (14) #5 EW T&B

F8.0x4.0 8'-0" 4'-0" 2'-0" (14) #5 TRANSV & (7)

#5 LONGIT T&B

F9.0x4.0 9'-0" 4'-0" 2'-0" (16) #5 TRANSV & (7)

#5 LONGIT T&B

F11.0x4.0 11'-0" 4'-0" 2'-0" (20) #5 TRANSV & (7)

#5 LONGIT T&B

1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02, S0.03 AND

S0.04.

2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS.

3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING AND ELECTRICAL.

4. INDICATES TOP OF STEEL (T/STL) ELEVATION (T/STL = B/DECK) UNO; AT GIRDERS SUPPORTING

OPEN WEB STEEL JOISTS (T/STL) = -2 1/2" FOR BEARING SEAT DEPTH. STEEL JOISTS SHALL BE EQUALLY SPACED, TYPICAL UNO.

5. METAL DECK PER PLAN AND STRUCTURAL GENERAL NOTES. DECK ATTACHMENT REQUIREMENTS PER

STRUCTURAL GENERAL NOTES.

6. TYPICAL ROOF DECK OVERHANG TO BE 6" FROM CENTERLINE OF BEAM, UNO.

7. ROOF JOISTS ARE TO BE REVIEWED FOR ADDITIONAL LOADS FROM MECHANICAL UNITS AND PIPING.

CONTRACTOR TO PROVIDE THE TRUSS/JOIST SUPPLIER WITH A DRAWING SHOWING THE LOCATION AND

SUPPORT CONDITIONS FOR ALL MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER LOADS. ROOF

TRUSS/JOIST SUPPLIER IS RESPONSIBLE FOR ADDITIONAL FRAMING REQUIRED TO SUPPORT MECHANICAL

EQUIPMENT, DUCTS, ELECTRICAL EQUIPMENT, PLUMBING AND FIRE PROTECTION.

8. BRACED FRAME MEMBER SIZES PER ELEVATIONS.

9. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING.

10. NUMBERS INDICATED ON PLAN ADJACENT TO JOIST CALLOUT SHOWN THUS: (400/200) INDICATES TOTAL LOAD

AND LIVE LOAD (IN PLF) FOR WHICH JOISTS ARE TO BE DESIGNED BY OTHERS.

11. ROOF JOISTS TO BE DESIGNED FOR A NET UPLIFT LOAD OF 30 PSF. ROOF JOIST OVERHANGS TO BE DESIGNED

FOR A NET UPLIFT OF 40 PSF, UNO.

12. ROOF JOISTS AND GIRDER TRUSSES ARE TO BE REVIEWED FOR ADDITIONAL LOADS FROM MECHANICAL UNITS

AND PIPING. ADDTIONAL LOADING REQUIREMENTS PER PLAN. CONTRACTOR TO PROVIDE THE TRUSS/JOIST

SUPPLIER WITH A DRAWING SHOWING THE LOCATION AND SUUPORT CONDITIONS FOR ALL MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER LOADS. ROOF TRUSS/JOIST SUPPLIER IS RESPONSIBLE FOR

ADDITIONAL FRAMING REQUIRED TO SUPPORT MECHANICAL EQUIPMEN, DUCTS, ELECTRICAL EQUIPMENT, PROFFESSIONAL ENGINEER PER THE STRUCTURAL GENERAL NOTES.

13. DESIGN JOIST SEAT EXTENSION FOR AN ULTIMATE WIND UPLIFT FORCE OF 70 PSF.

14. TYPICAL DETAILS PER:

S8.01 TYPICAL STEEL DETAILS

ROOF FRAMING PLAN NOTES:

T/STL=X'-X"

W12x14 W12x14

SLOPE DN

PER ARCH

SLOPE DN

PER ARCH

W x C

/2

(T /B

E A

M

/2

W x

(T /B

E A

M

W x

(T /B

E A

M

W x C

/2

(T /B

E A

M

W12x14

W x

H

IG

H

(T /B

E A

M

W x C

/2

(T /B

E A

M

/2

MATCHLINE

PER S2.01

MATCHLINE

PER S2.03

1.5B B20 METAL DECK

PER PLAN NOTES

TYP AT ROOF

T/DECK = VARIES

JOIST EXTENSION

PER JOIST

MFR TYP

H

J

K

L

1.1 4.1 5.1 6.1 6.3 8.1 8.2 9.1

9'-11" 12'-10" 14'-9" 2'-6" 6'-11" 9'-4" 15'-11" 4'-3" 4'-3"

80'-9"

W x

(T /B

E A

M

HSS12x6x1/2

(T/BEAM=16'-7 1/2")

W12x14 W12x14 W12x14

18K6 (180/100)18K6 (180/100)

JOIST EXTENSION

PER JOIST

MFR TYP

6/S3.01 7/S3.01

1/S3.01

W12x14 (LOW)

(T/BEAM=11'-4")

W12x14 (LOW)

(T/BEAM=11'-4")

W12x14 (LOW)

(T/BEAM=11'-4")

6.23.1

SLOPE DN

PER ARCH

SLOPE DN

PER ARCH

S8.02

4 TYP

S8.02

TYP

S8.02

TYP

S8.02

W x C

/2

(T /B

E A

M

18K6 (180/100)18K6 (180/100)

W x C

/2

(T /B

E A

M

/2 ")18K6 (180/100) 18K6 (180/100)

/S

.0

W x

H

IG

H

(T /B

E A

M

S8.03

T/STL = VARIES,

-2 1/2" BELOW B/DECK

S8.02

HSS2 1/2x2 1/2x5/16

6"

S8.02

S8.02

HSS2 1/2x2 1/2x5/16

OUTRIGGERS @ 36"OC TYP

6"

6"

HSS2 1/2x2 1/2x5/16 6"

FRAMING FOR ROOFTOP MECH UNITS

WHERE IT OCCURS. COORDINATE ALL

MECH DIMENSIONS AND LOCATIONS

PRIOR TO INSTALLATION OF FRAMING.

SEE DETAILS ON SHEET S8.04, TYP

H S

S x x

/8 L

O W

(T /B

E A

M

H S

S x x

/8 L

O W

(T /B

E A

M

CONN PER

6/S8.03 AT

HIGH STL TYP

5'-0" 2'-10"

1'-8 1/8"

S8.03

W x

(T /B

E A

M

S8.03

HSS2 1/2x2 1/2x5/16

TYPHSS2 1/2x2 1/2x5/16

TYP

S2.02

S2.02

CONN PER 10/S8.03

AT LOW STL SIM

CONDITION TYP

HSS12x4x3/8 (LOW)

(T/BEAM=13'-0")

0' 5' 15' 30' 50'

H

1.1

1.5B B20 METAL DECK

PER PLAN NOTES

TYP AT ROOF

T/DECK = 9'-0 1/2"

S8.01

S8.01

S8.01

HSS COL PER

PLAN TYP

TYP

H

5'-3 7/8"

M

A X

HSS4x4x3/8

TYP

1.5B B20 METAL DECK

PER PLAN NOTES

TYP AT ROOF

T/DECK = 9'-0 1/2"

S8.01

4 S8.01

HSS COL PER

PLAN TYPS8.01

TYP

KEY PLAN

NORTH

MATCHLINE MATCHLINE

MATCHLINE MATCHLINE

N

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

G E

N E

R A

T E

D O

N

REVISIONS:

COPYRIGHT 2023c

Texas of Transportation Department

R

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION

SUBMITTAL

/1

/2

:5 :2

P

M

1 Addendum No.1 2/14/2024

C lo c a lr e v it \S tr u c t-

-0

-R a s u s a n X

X H

.r v t

S2.02

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M A

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P R

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DRAWN BY: LK

ISSUED: 01/05/24

W A

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F A

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C O

U N

T Y

100%

CHECKED BY: NR

SHOP ROOF FRAMING PLAN NORTH

SCALE: 3/16" = 1'-0"

SHOP ROOF FRAMING PLAN NORTH

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

CANOPY FRAMING PLAN

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

CANOPY FRAMING PLAN

W12x14

W12x14W12x14

W12x14

(T/BEAM=12'-0")

W12x14

(T/BEAM=13'-3")

SLOPE DN

PER ARCH

W12x30W12x30

SLOPE DN

PER ARCH

SLOPE DN

PER ARCH

SLOPE DN

PER ARCH

SLOPE DN

PER ARCH

W x

C

/4

(T /B

E A

M

W x

C

/4

(T /B

E A

M

/2

W12x14

16K3

16K3

W x

H

IG

H

(T /B

E A

M

/2

W x

H

IG

H

(T /B

E A

M

MATCHLINE

PER S2.02

JOIST EXTENSION

PER JOIST

MFR TYP

1.5B B20 METAL DECK

PER PLAN NOTES

TYP AT ROOF

T/DECK = VARIES

JOIST

EXTENSION

PER JOIST

MFR TYP

JOIST EXTENSION

PER JOIST

MFR TYP

1.1 4.1 5.1 6.1 6.3 8.1 8.2 9.1

M

N

P

R

W12x14 W12x14 W12x14

18K6 (180/100) 18K6 (180/100)

W12x14

80'-9"

22'-9" 14'-9" 18'-9" 15'-11" 4'-3" 4'-3"

8/S3.01

3/S3.01

1/S3.02

6.23.1

W12x14 (LOW)

(T/BEAM=15'-10")

S8.02

S8.02

TYP

S8.02

TYP

S8.02

S8.02

TYP

S8.02

S8.02

S8.02

18K6 (180/100)18K6 (180/100) 18K6 (180/100)

W x

H

IG

H

(T /B

E A

M

W x

C

/4

(T /B

E A

M

/2

W30x99 C=1/2"

W x

C

/4

(T /B

E A

M

W x

C

/4

16K3W12x19 (HIGH)

(T/BEAM=13'-7")

W x

H

IG

H

(T /B

E A

M

/2

W x

H

IG

H

(T /B

E A

M

/2

CONN PER

6/S8.03 AT

HIGH STL TYP

E

Q S

P A

C E

S E

Q S

P A

C E

S E

Q S

P A

C E

S

16K3

T/STL = VARIES - 2 1/2" BELOW B/DECK

HSS2 1/2x2 1/2x5/16

HSS2 1/2x2 1/2x5/16 HSS2 1/2x2 1/2x5/16

OUTRIGGER @ 36"OC TYP

W x

(T /B

E A

M

S8.02

6"

6"

S8.02

W x

(T /B

E A

M

HSS2 1/2x2 1/2x5/16

W12x14

(T/BEAM=12'-0")

S8.02

S8.03

HSS2 1/2x2 1/2x5/16

T/STL = VARIES - 2 1/2" BELOW B/DECK

T/STL = VARIES - 2 1/2"

BELOW B/DECK

S8.03

18K6 (180/100)

6"

6"

3'-5 3/4" 3'-2"

W x C

/4

(T /B

E A

M

V a ri e s

16K316K3

HSS12x4x3/8 (LOW)

(T/BEAM=11'-0")

HSS2 1/2x2 1/2x5/16

H S

S x x

/8 L O

W

(T /B

E A

M

H S

S x x

/8 L O

W

(T /B

E A

M

H S

S x x

/8 L O

W

(T /B

E A

M

H S

S x x

/8 L O

W

(T /B

E A

M

H S

S x x

/8 L O

W

(T /B

E A

M

FRAMING FOR ROOFTOP MECH UNITS

WHERE IT OCCURS. COORDINATE ALL

MECH DIMENSIONS AND LOCATIONS

PRIOR TO INSTALLATION OF FRAMING.

SEE DETAILS ON SHEET S8.04, TYP

6" 6"

W x

H

IG

H

(T /B

E A

M

H S

S x x

/8 L O

W

(T /B

E A

M

CONN PER

6/S8.03 AT

HIGH STL TYP

CONN PER 10/S8.03

AT LOW STL SIM

CONDITION TYP

1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02, S0.03 AND

S0.04.

2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS.

3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING AND ELECTRICAL.

4. INDICATES TOP OF STEEL (T/STL) ELEVATION (T/STL = B/DECK) UNO; AT GIRDERS SUPPORTING

OPEN WEB STEEL JOISTS (T/STL) = -2 1/2" FOR BEARING SEAT DEPTH. STEEL JOISTS SHALL BE EQUALLY SPACED, TYPICAL UNO.

5. METAL DECK PER PLAN AND STRUCTURAL GENERAL NOTES. DECK ATTACHMENT REQUIREMENTS PER

STRUCTURAL GENERAL NOTES.

6. TYPICAL ROOF DECK OVERHANG TO BE 6" FROM CENTERLINE OF BEAM, UNO.

7. ROOF JOISTS ARE TO BE REVIEWED FOR ADDITIONAL LOADS FROM MECHANICAL UNITS AND PIPING.

CONTRACTOR TO PROVIDE THE TRUSS/JOIST SUPPLIER WITH A DRAWING SHOWING THE LOCATION AND

SUPPORT CONDITIONS FOR ALL MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER LOADS. ROOF

TRUSS/JOIST SUPPLIER IS RESPONSIBLE FOR ADDITIONAL FRAMING REQUIRED TO SUPPORT MECHANICAL

EQUIPMENT, DUCTS, ELECTRICAL EQUIPMENT, PLUMBING AND FIRE PROTECTION.

8. BRACED FRAME MEMBER SIZES PER ELEVATIONS.

9. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING.

10. NUMBERS INDICATED ON PLAN ADJACENT TO JOIST CALLOUT SHOWN THUS: (400/200) INDICATES TOTAL LOAD

AND LIVE LOAD (IN PLF) FOR WHICH JOISTS ARE TO BE DESIGNED BY OTHERS.

11. ROOF JOISTS TO BE DESIGNED FOR A NET UPLIFT LOAD OF 30 PSF. ROOF JOIST OVERHANGS TO BE DESIGNED

FOR A NET UPLIFT OF 40 PSF, UNO.

12. ROOF JOISTS AND GIRDER TRUSSES ARE TO BE REVIEWED FOR ADDITIONAL LOADS FROM MECHANICAL UNITS

AND PIPING. ADDTIONAL LOADING REQUIREMENTS PER PLAN. CONTRACTOR TO PROVIDE THE TRUSS/JOIST

SUPPLIER WITH A DRAWING SHOWING THE LOCATION AND SUUPORT CONDITIONS FOR ALL MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER LOADS. ROOF TRUSS/JOIST SUPPLIER IS RESPONSIBLE FOR

ADDITIONAL FRAMING REQUIRED TO SUPPORT MECHANICAL EQUIPMEN, DUCTS, ELECTRICAL EQUIPMENT, PROFFESSIONAL ENGINEER PER THE STRUCTURAL GENERAL NOTES.

13. DESIGN JOIST SEAT EXTENSION FOR AN ULTIMATE WIND UPLIFT FORCE OF 70 PSF.

14. TYPICAL DETAILS PER:

S8.01 TYPICAL STEEL DETAILS

ROOF FRAMING PLAN NOTES:

T/STL=X'-X"

0' 5' 15' 30' 50'

KEY PLAN

NORTH

MATCHLINE MATCHLINE

MATCHLINE MATCHLINE

N

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

G E

N E

R A

T E

D O

N

REVISIONS:

COPYRIGHT 2023c

Texas of Transportation Department

R

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION

SUBMITTAL

/1

/2

:5 :2

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1 Addendum No.1 2/14/2024

C lo c a lr e v it \S tr u c t-

-0

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X H

.r v t

S2.03

M A

R L

IN

A

E M

F A

C

IL

IT

Y

H

IG

H W

A Y

E

A S

T

M A

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IN

T

X

P R

O J E

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-3

-2

-3

DRAWN BY: LK

ISSUED: 01/05/24

W A

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IS

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F A

L L S

C O

U N

T Y

100%

CHECKED BY: NR

SHOP ROOF FRAMING PLAN SOUTH

SCALE: 3/16" = 1'-0"

SHOP ROOF FRAMING PLAN SOUTH

CL COL

C L C

L

1"Ø GROUT HOLE

(OPTIONAL)

COL PER PLAN

CMU OR CONC WALL

WHERE OCCURS

PER PLAN

1"Ø GROUT HOLE

(OPTIONAL)

COL PER PLAN

COL PER PLAN

(4) 3/4"Ø THRD RODS W/

HEX NUTS & WASHERS UNO

1"± NON-SHRINK GROUT, MIN

CMU OR CONC WALL

WHERE OCCURS

PER PLAN

AB LOCATION WHERE

ADJACENT WALL OCCURS

CONC FTG PER PLAN

P E

R P

L A

N

M

IN

U N

O

T Y

P

C

L R

PLAN - INTERIOR COLUMN

PLAN - EDGE COLUMN

ELEVATION

"F"

SIZE PER

TABLE 1 TYP

"F"

SIZE PER

TABLE 1 TYP

TACK WELD

NUT TO AB

T Y

P

/2

TYP

1 1/2"

T Y

P

/2

T Y

P

/2

1 1/2"

C L C

L

CLR

1/2" BP PER PLAN

BP PER PLAN

TABLE 1

BASEPLATE

THICKNESS

3/8" , 1/2"

5/8" , 3/4"

> = 7/8"

"F"

FILLET

SIZE

3/16"

1/4"

5/16"

TYP

1 1/2"

T Y

P

/2

WALL OCCURS

1/4" CLR WHERE

T/FTG

PER PLAN

PLAN

T/SLAB

PER PLAN

MULTIPLE COLUMNS

TYP

1 1/2"

T Y

P

/2

T Y

P

/2

CL BP

C L C

O L

C L C

O L

C L C

O L

BP PER PLAN

"F"

SIZE PER

TABLE 1 TYP

T Y

P

/2

T Y

P

/2

CL BP

C L C

O L

C L C

O L

C L B

P

TYP

1 1/2"

1"Ø GROUT HOLE

(OPTIONAL)

P L A

N

P E

R

P L A

N

P E

R

P L A

N

P E

R

P L A

N

P E

R P

E R

P L A

N

P E

R P

L A

N

PER PLAN

COL PER PLAN

INFILL CONC PER TYP

CONTROL JOINT DETAILS

SOG & REINF PER PLAN

REINF PER PLAN

1"± NON-SHRINK GROUT

GRID

T Y

P

C

L R

BP & AB'S PER 10/S5.02

CL COL & FTG

T/SLAB

PER PLAN

VAPOR BARRIER

PER PLAN NOTES

T/FTG

PER PLAN

#4 x 24"

24" @ 12"OC

REINF PER PLAN

P E

R P

L A

N

SOG & REINF

PER PLAN

T/SLAB

PER PLAN

#4 x @ 12"OC 24"

24"

C L R

GRID

VAPOR BARRIER

PER PLAN NOTES

T/FTG

PER PLAN

(2) ADDL #5 AT MID-DEPTH

OF BEAM

PER PLAN

SLOPE

PER ARCH

CL

HSS COL PER ARCH

REINF PER PLAN

SOG & REINF

PER PLAN

T/SLAB

PER PLAN

FIN GRADE

STONE VENEER

PER ARCH

GRID

#4 x 24"

24" @ 12"OC

VAPOR BARRIER

PER PLAN NOTES

T/FTG

PER PLAN

9 1/2"

GB BEYOND, GB

REINF TO BE CONT

THRU FTG, OMITTED

FOR CLARITY

BP & AB'S PER

10/S5.02

P E

R P

L A

N

PER PLAN

COL PER PLAN

INFILL CONC PER TYP

CONTROL JOINT DETAILS

SOG & REINF PER PLAN

REINF PER PLAN

1"± NON-SHRINK GROUT

GRID

BP & AB'S PER 10/S5.02

CL COL & FTG

T/SLAB

PER PLAN

VAPOR BARRIER

PER PLAN NOTES

T/FTG

PER PLAN

9"

#4 x 24"

24" @ 12"OC

SLOPE

PER ARCH

CFS WALL PER ARCH

REINF PER PLAN

SOG & REINF

PER PLAN

T/SLAB

PER PLAN

FIN GRADE

STONE VENEER

PER ARCH

GRID

#4 24"

24" @ 12"OC

VAPOR BARRIER

PER PLAN NOTES

T/FTG

PER PLAN

(2) ADDL #5 AT MID-DEPTH

OF BEAM

6"

#3 x @ 12"OC

W/ (2) #4 CONT

HORIZ

P E

R P

L A

N

2" 2"

PER PLAN

9 1/2"

SOG & REINF

PER PLAN

T/SLAB

PER PLAN

GB BEYOND, GB

REINF TO BE CONT

THRU FTG,

OMITTED FOR

CLARITY

P E

R P

L A

N

T/FTG

PER PLAN

CONC FTG &

REINF PER PLAN

PER PLAN

C L R

PL3/4x12x1'-0"

W/(4) 3/4"x8" WHS

(9" GAGE)

#4 x @ 12"OC 24"

24"

COL PER PLAN

GRID

PER PLAN

1/4

VAPOR BARRIER

PER PLAN NOTES

2"

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

G E

N E

R A

T E

D O

N

REVISIONS:

COPYRIGHT 2023c

Texas of Transportation Department

R

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION

SUBMITTAL

/1

/2

:5 :2

P

M

1 Addendum No.1 2/14/2024

C lo c a lr e v it \S tr u c t-

-0

-R a s u s a n X

X H

.r v t

S5.02

M A

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IN

A

E M

F A

C

IL

IT

Y

H

IG

H W

A Y

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A S

T

M A

R L

IN

T

X

P R

O J E

C T

N

-3

-2

-3

DRAWN BY: LK

ISSUED: 01/05/24

W A

C O

D

IS

T R

IC

T

F A

L L S

C O

U N

T Y

100%

CHECKED BY: NR

SCALE: 1" = 1'-0"

TYPICAL BASEPLATE TO FOUNDATION

CONNECTION - HSS COLUMN

(05030M) SCALE: 3/4" = 1'-0"

INTERIOR SPREAD FOOTING

AT STEEL COLUMN

(03005)SCALE: 3/4" = 1'-0"

SLAB TRANSITION AT BUILDING PERIMETER

(03160)

FOU…