Attachment A - Project Manual.pdf
PDF 38 MB Posted
- Attached to
- Texas Governor's Mansion Exterior Preservation
- Solicitation number
- 809-26-0006
- Issued by
- Travis County, Austin City, Texas
About this file
This is a Project Manual for the Texas Governor's Mansion Exterior Preservation Project, prepared by the State Preservation Board (SPB) in Austin, Texas, detailing comprehensive exterior restoration work at the historic Governor's Mansion and Carriage House located at 1010 Colorado Street. The project scope encompasses extensive wood repair and preservation of deteriorated architectural elements including cornices, columns, entablature, and trim; window sash and frame restoration with reglazing and temporary window insert fabrication; window screen and shutter removal, repair, and reinstallation; replacement of failing vertical and horizontal caulk and sealant joints; minor roof repair; masonry repointing; and complete exterior painting of wood, masonry, and metal surfaces including gutters, lintels, downspouts, vents, and shutter hardware. The project is anticipated to proceed over a nine to ten month schedule from February 2026 through November 2026, with site visits available by registration deadline of December 3, 2025, and optional pre-proposal visits scheduled between December 8-10, 2025. The proposal submission deadline is December 19, 2025 at 2:00 p.m. Central Time, with an estimated project budget of $2,500,000. The work must be performed at the secured facility in coordination with ongoing mansion occupancy, with all contractor personnel required to pass criminal background checks and meet security clearance requirements.
Contractor qualifications must include a minimum of five years of experience in wood preservation and restoration services, with the project team general contractor and subcontractors evaluated on firm qualifications and experience (40 points), project team experience (40 points), and cost proposal (20 points). A $25,000 bid bond and comprehensive insurance coverage are required, including workers' compensation, commercial general liability of $1,000,000 aggregate per project, and automobile liability of $500,000 combined single limit. The contract includes a Historically Underutilized Businesses (HUB) Subcontracting Plan with an established goal of 26.0 percent for "all other services contracts." Contractors must comply with E-Verify system requirements, maintain drug-free workplaces, and ensure all employees are at least 17 years old and experienced in their respective trades. Performance and payment bonds are mandatory, and all subcontractor changes require written SPB approval. The award will be made to the respondent providing the best value to the State of Texas, contingent upon continued funding availability and a passing score on the Texas Comptroller's Vendor Performance Tracking System. Prevailing wage requirements apply under Davis-Bacon Act wage determinations for building construction in Austin County, Texas, with rates established through General Decision Number TX20240229.
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CERTIFICATIONS 00-01-05-1
00 01 05 - CERTIFICATIONS PAGE
TEXAS GOVERNOR’S MANSION EXTERIOR PRESERVATION PROJECT
OWNER: STATE PRESERVATION BOARD (SPB)
RODERICK WELSH, EXECUTIVE DIRECTOR
210 E 14TH ST, Suite 950 Austin, TX 7801
(512) 463-5495 Phone
(512) 475-3366 Fax roderick.welsh@tspb.texas.gov
OWNER’S PROJECT MANAGERS:
STATE PRESERVATION BOARD
KEVIN M. KOCH, AIA
210 E 14TH ST, Suite 950 Austin, TX 7801
(512) 463-4578 Phone
(512) 475-3366 Fax kevin.koch@tspb.texas.gov
DANIEL SCOTT
210 E 14TH ST, Suite 950 Austin, TX 7801
(512) 463-5423 Phone
(512) 475-3366 Fax Daniel.scott@tspb.texas.gov
Drawn by:
Daniel Scott
Sheet Number
Sheet Revisions DescriptionDate Mark
Architect:
Consultant:
KEVIN KOCH, AIA
TBAE Registration #22125
STATE PRESERVATION BOARD
Client:
PRELIMINARY
NOT TO BE USED
FOR REGULATORY APPROVAL
PERMITTING, OR
CONSTRUCTION
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TEXAS GOVERNOR'S MANSION
EXTERIOR PRESERVATION PROJECT
EXTERIOR ELEVATIONS - PHOTO KEY
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1010 COLORADO STREET, AUSTIN, TEXAS 78701
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TEXAS GOVERNOR'S MANSION
EXTERIOR PRESERVATION PROJECT
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SHEET INDEX
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000 COVER SHEET AND DRAWING INDEX
A100 SITE ACCESS PLAN
A101 SITE PLAN
CONDITIONS ASSESSMENT AND TREATMENT
A-200 EAST ELEVATION
A-201 WEST ELEVATION
A-202 NORTH ELEVATION
A-203 SOUTH ELEVATION
A-204 CARRIAGE HOUSE
A-601 WINDOW CONDITIONS SCHEDULE
SAMPLE REPAIR PROJECTS
R1.0 SLEEPING PORCH TRIM
R2.0 SLEEPING PORCH GUTTER AND TRIM
R3.0 NORTH WINDOW SILL
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CLIENT:
STATE PRESERVATION BOARD
201 EAST 14TH ST., UNITE 950
AUSTIN, TEXAS 78701
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TEXAS GOVERNOR'S MANSION
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SITE ACCESS PLAN
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1010 COLORADO STREET, AUSTIN, TEXAS 78701
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GOVERNOR'S MANSION SITE ACCESS PLAN
SCALE: 1/32"=1'-0"
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NORTH
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DELIVERY ACCESS POINT
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DPS GUARD HOUSE /
WORKER CHECK IN
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4 PARKING SPOTS FOR WORKERS/CONTRACTORS
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K-9 VEHICLE SWEEP LOCATION
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CARRIAGE HOUSE
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GOVERNOR'S MANSION
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MANSION ADMINISTRATION BUILDING
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10TH STREET
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LAVACA STREET
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11TH STREET
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COLORADO STREET
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Consultant:
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FOR REGULATORY APPROVAL
PERMITTING, OR
CONSTRUCTION
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TEXAS GOVERNOR'S MANSION
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1010 COLORADO STREET, AUSTIN, TEXAS 78701
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GOVERNOR'S MANSION SITE PLAN
SCALE: 1/16"=1'-0"
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NORTH
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GOVERNOR'S MANSION
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EXTERIOR PRESERVATION
WOOD REPAIR
SEALANT
REPAINTING
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OVERHEAD WOOD CONDITIONS
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GENERAL NOTES
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SP = SPLITTING WOOD / SPLITTING JOINT. SEALANT OR EPOXY FILLER REQUIRED.
EP = EPOXY REPAIR REQUIRED.
CP = CRACKING PAINT. SAND TO FEATHERED EDGE, PRIME AND REPAINT REQUIRED.
R = ROTTED AREA, SCRAPING, CONSOLIDATION OR DUTCHMAN REQUIRED. EPOXY FILL, PRIME AND REPAINT.
CG = CRACKED GLAZING AT WINDOWS. SEE WINDOW SCHEDULE.
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CONDITION AND TREATMENT LEGEND
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LEGEND
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GENERAL SITE PHOTOS - ACCESS PARAMETERS
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VIEW FROM NORTHEAST
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VIEW FROM SOUTHWEST- SOUTH FACADE
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VIEW FROM SOUTH - SOUTH FACADE
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VIEW FROM NORTHWEST - NORTH FACADE
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VIEW FROM NORTHWEST - EAST FACADE
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O88092K Dimension 14'-7"
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O88092K Length Measurement 13'-3/4"
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FACE OF SLEEPING PORCH
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PORTE COCHERE
VERT. CLEARANCE 12'-5"
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PARKING CANOPY
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1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD.
2. THE WORD "TYPICAL" MEANS A NOTE REFERS TO ALL SIMILAR CONDITIONS ON OR IN THE BUILDING EVEN THOUGH THE CONDITION IS NOT SPECIFICALLY INDICATED.
3. ALL WINDOWS SHOULD BE PREPPED DOWN TO SOUND AND TIGHT CONDITIONS. RESTORE BARE WOOD, DUTCHMAN OR EPOXY REPAIR WHERE NOTED, REGLAZE, RESEAL, AND REPAINT THROUGHOUT.
4. SHUTTERS - PREPPED TO SOUD AND TIGHT CONDITIONS. RESTORE BARE WOOD, DUTCHMAN OR EPOXY REPAIR WHERE NECESSARY, PRIME AND REPAINT THROUGHOUT. VERIFY SHUTTERS ARE OPERABLE AFTER PAINTING.
5. IRON SHUTTER HARDWARE - REMOVE PAINT, PREP TO SOUND AND TIGHT, PRIME, AND REPAINT.
6. FABRICATE NEW FULL SCREEN IF EXTENT OF ROT REPAIR IS COST PROHIBITIVE. COORDINATE WITH OWNER AFTER INSPECTION.
7. FABRICATE TEMP WINDOWS FOR REMOVED WINDOWS PER CONTRACTOR WORK PLAN.
Sheet Number
Sheet Revisions DescriptionDate Mark
Architect:
Consultant:
NOT TO BE USED
FOR REGULATORY APPROVAL
PERMITTING, OR
CONSTRUCTION
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TEXAS GOVERNOR'S MANSION
EXTERIOR PRESERVATION PROJECT
EXTERIOR ELEVATIONS - CONDITIONS & TREATMENT PLAN
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1010 COLORADO STREET, AUSTIN, TEXAS 78701
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GENERAL NOTES
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SP = SPLITTING WOOD / SPLITTING JOINT. SEALANT OR EPOXY FILLER REQUIRED.
EP = EPOXY REPAIR REQUIRED.
CP = CRACKING PAINT. SAND TO FEATHERED EDGE, PRIME AND REPAINT REQUIRED.
R = ROTTED AREA, SCRAPING, CONSOLIDATION OR DUTCHMAN REQUIRED. EPOXY FILL, PRIME AND REPAINT.
CG = CRACKED GLAZING AT WINDOWS. SEE WINDOW SCHEDULE.
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CONDITION AND TREATMENT LEGEND
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SP, CP - ALL CAULK JOINTS TYP.
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OLD DUTCHMAN FAILING, NEEDS REPLACING
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SP - BETWEEN COLUMNS AT SOFFIT TYP.
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SP - HIGH ENTABLATURE TYP.
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REPLACE FULL APRON TRIM ON EAST ELEV. WHERE ROTTED OR DETERIORATING
SEE DETAIL DRAWING 3A-200
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INSPECT AND PERFORM WOOD REPAIR ON DETERIORATED OR ROTTED PORCH RAILING.
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1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD.
2. THE WORD "TYPICAL" MEANS A NOTE REFERS TO ALL SIMILAR CONDITIONS ON OR IN THE BUILDING EVEN THOUGH THE CONDITION IS NOT SPECIFICALLY INDICATED.
3. ALL WINDOWS SHOULD BE PREPPED DOWN TO SOUND AND TIGHT CONDITIONS. RESTORE BARE WOOD, DUTCHMAN OR EPOXY REPAIR WHERE NOTED, REGLAZE, RESEAL, AND REPAINT THROUGHOUT.
4. SHUTTERS - PREPPED TO SOUD AND TIGHT CONDITIONS. RESTORE BARE WOOD, DUTCHMAN OR EPOXY REPAIR WHERE NECESSARY, PRIME AND REPAINT THROUGHOUT. VERIFY SHUTTERS ARE OPERABLE AFTER PAINTING.
5. IRON SHUTTER HARDWARE - REMOVE PAINT, PREP TO SOUND AND TIGHT, PRIME, AND REPAINT.
6. FABRICATE NEW FULL SCREEN IF EXTENT OF ROT REPAIR IS COST PROHIBITIVE. COORDINATE WITH OWNER AFTER INSPECTION.
7. FABRICATE TEMP WINDOWS FOR REMOVED WINDOWS PER CONTRACTOR WORK PLAN.
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REMOVE AND RESEAL ROOF EDGE CONTINUOUS TP.
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Sheet Revisions DescriptionDate Mark
Architect:
Consultant:
NOT TO BE USED
FOR REGULATORY APPROVAL
PERMITTING, OR
CONSTRUCTION
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TEXAS GOVERNOR'S MANSION
EXTERIOR PRESERVATION PROJECT
EXTERIOR ELEVATIONS - CONDITIONS & TREATMENT PLAN
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1010 COLORADO STREET, AUSTIN, TEXAS 78701
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GENERAL NOTES
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SP = SPLITTING WOOD / SPLITTING JOINT. SEALANT OR EPOXY FILLER REQUIRED.
EP = EPOXY REPAIR REQUIRED.
CP = CRACKING PAINT. SAND TO FEATHERED EDGE, PRIME AND REPAINT REQUIRED.
R = ROTTED AREA, SCRAPING, CONSOLIDATION OR DUTCHMAN REQUIRED. EPOXY FILL, PRIME AND REPAINT.
CG = CRACKED GLAZING AT WINDOWS. SEE WINDOW SCHEDULE.
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CONDITION AND TREATMENT LEGEND
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R, EP, CP - COLUMN BASE
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1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD.
2. THE WORD "TYPICAL" MEANS A NOTE REFERS TO ALL SIMILAR CONDITIONS ON OR IN THE BUILDING EVEN THOUGH THE CONDITION IS NOT SPECIFICALLY INDICATED.
3. ALL WINDOWS SHOULD BE PREPPED DOWN TO SOUND AND TIGHT CONDITIONS. RESTORE BARE WOOD, DUTCHMAN OR EPOXY REPAIR WHERE NOTED, REGLAZE, RESEAL, AND REPAINT THROUGHOUT.
4. SHUTTERS - PREPPED TO SOUD AND TIGHT CONDITIONS. RESTORE BARE WOOD, DUTCHMAN OR EPOXY REPAIR WHERE NECESSARY, PRIME AND REPAINT THROUGHOUT. VERIFY SHUTTERS ARE OPERABLE AFTER PAINTING.
5. IRON SHUTTER HARDWARE - REMOVE PAINT, PREP TO SOUND AND TIGHT, PRIME, AND REPAINT.
6. FABRICATE NEW FULL SCREEN IF EXTENT OF ROT REPAIR IS COST PROHIBITIVE. COORDINATE WITH OWNER AFTER INSPECTION.
7. FABRICATE TEMP WINDOWS FOR REMOVED WINDOWS PER CONTRACTOR WORK PLAN.
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FOR REGULATORY APPROVAL
PERMITTING, OR
CONSTRUCTION
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TEXAS GOVERNOR'S MANSION
EXTERIOR PRESERVATION PROJECT
EXTERIOR ELEVATIONS - CONDITIONS & TREATMENT PLAN
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1010 COLORADO STREET, AUSTIN, TEXAS 78701
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SP = SPLITTING WOOD / SPLITTING JOINT. SEALANT OR EPOXY FILLER REQUIRED.
EP = EPOXY REPAIR REQUIRED.
CP = CRACKING PAINT. SAND TO FEATHERED EDGE, PRIME AND REPAINT REQUIRED.
R = ROTTED AREA, SCRAPING, CONSOLIDATION OR DUTCHMAN REQUIRED. EPOXY FILL, PRIME AND REPAINT.
CG = CRACKED GLAZING AT WINDOWS. SEE WINDOW SCHEDULE.
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CONDITION AND TREATMENT LEGEND
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INSPECT AND PERFORM WOOD REPAIR ON DETERIORATED OR ROTTED PORCH RAILING.
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REPLACE FULL APRON TRIM ON EAST ELEV. WHERE ROTTED OR DETERIORATING
SEE DETAIL DRAWING 3A-200
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1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD.
2. THE WORD "TYPICAL" MEANS A NOTE REFERS TO ALL SIMILAR CONDITIONS ON OR IN THE BUILDING EVEN THOUGH THE CONDITION IS NOT SPECIFICALLY INDICATED.
3. ALL WINDOWS SHOULD BE PREPPED DOWN TO SOUND AND TIGHT CONDITIONS. RESTORE BARE WOOD, DUTCHMAN OR EPOXY REPAIR WHERE NOTED, REGLAZE, RESEAL, AND REPAINT THROUGHOUT.
4. SHUTTERS - PREPPED TO SOUD AND TIGHT CONDITIONS. RESTORE BARE WOOD, DUTCHMAN OR EPOXY REPAIR WHERE NECESSARY, PRIME AND REPAINT THROUGHOUT. VERIFY SHUTTERS ARE OPERABLE AFTER PAINTING.
5. IRON SHUTTER HARDWARE - REMOVE PAINT, PREP TO SOUND AND TIGHT, PRIME, AND REPAINT.
6. FABRICATE NEW FULL SCREEN IF EXTENT OF ROT REPAIR IS COST PROHIBITIVE. COORDINATE WITH OWNER AFTER INSPECTION.
7. FABRICATE TEMP WINDOWS FOR REMOVED WINDOWS PER CONTRACTOR WORK PLAN.
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Architect:
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NOT TO BE USED
FOR REGULATORY APPROVAL
PERMITTING, OR
CONSTRUCTION
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TEXAS GOVERNOR'S MANSION
EXTERIOR PRESERVATION PROJECT
EXTERIOR ELEVATIONS - CONDITIONS & TREATMENT PLAN
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1010 COLORADO STREET, AUSTIN, TEXAS 78701
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SP = SPLITTING WOOD / SPLITTING JOINT. SEALANT OR EPOXY FILLER REQUIRED.
EP = EPOXY REPAIR REQUIRED.
CP = CRACKING PAINT. SAND TO FEATHERED EDGE, PRIME AND REPAINT REQUIRED.
R = ROTTED AREA, SCRAPING, CONSOLIDATION OR DUTCHMAN REQUIRED. EPOXY FILL, PRIME AND REPAINT.
CG = CRACKED GLAZING AT WINDOWS. SEE WINDOW SCHEDULE.
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1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD.
2. THE WORD "TYPICAL" MEANS A NOTE REFERS TO ALL SIMILAR CONDITIONS ON OR IN THE BUILDING EVEN THOUGH THE CONDITION IS NOT SPECIFICALLY INDICATED.
3. ALL WINDOWS SHOULD BE PREPPED DOWN TO SOUND AND TIGHT CONDITIONS. RESTORE BARE WOOD, DUTCHMAN OR EPOXY REPAIR WHERE NOTED, REGLAZE, RESEAL, AND REPAINT THROUGHOUT.
4. SHUTTERS - PREPPED TO SOUD AND TIGHT CONDITIONS. RESTORE BARE WOOD, DUTCHMAN OR EPOXY REPAIR WHERE NECESSARY, PRIME AND REPAINT THROUGHOUT. VERIFY SHUTTERS ARE OPERABLE AFTER PAINTING.
5. IRON SHUTTER HARDWARE - REMOVE PAINT, PREP TO SOUND AND TIGHT, PRIME, AND REPAINT.
6. FABRICATE NEW FULL SCREEN IF EXTENT OF ROT REPAIR IS COST PROHIBITIVE. COORDINATE WITH OWNER AFTER INSPECTION.
7. FABRICATE TEMP WINDOWS FOR REMOVED WINDOWS PER CONTRACTOR WORK PLAN.
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Architect:
Consultant:
NOT TO BE USED
FOR REGULATORY APPROVAL
PERMITTING, OR
CONSTRUCTION
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TEXAS GOVERNOR'S MANSION
EXTERIOR PRESERVATION PROJECT
EXTERIOR ELEVATIONS - CONDITIONS & TREATMENT PLAN
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1010 COLORADO STREET, AUSTIN, TEXAS 78701
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GENERAL NOTES
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SP = SPLITTING WOOD / SPLITTING JOINT. SEALANT OR EPOXY FILLER REQUIRED.
EP = EPOXY REPAIR REQUIRED.
CP = CRACKING PAINT. SAND TO FEATHERED EDGE, PRIME AND REPAINT REQUIRED.
R = ROTTED AREA, SCRAPING, CONSOLIDATION OR DUTCHMAN REQUIRED. EPOXY FILL, PRIME AND REPAINT.
CG = CRACKED GLAZING AT WINDOWS. SEE WINDOW SCHEDULE.
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R, SP - SILLS TYP.
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R, SP - SILLS TYP.
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1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD.
2. THE WORD "TYPICAL" MEANS A NOTE REFERS TO ALL SIMILAR CONDITIONS ON OR IN THE BUILDING EVEN THOUGH THE CONDITION IS NOT SPECIFICALLY INDICATED.
3. ALL WINDOWS SHOULD BE PREPPED DOWN TO SOUND AND TIGHT CONDITIONS. RESTORE BARE WOOD, DUTCHMAN OR EPOXY REPAIR WHERE NOTED, REGLAZE, RESEAL, AND REPAINT THROUGHOUT.
4. SHUTTERS - PREPPED TO SOUD AND TIGHT CONDITIONS. RESTORE BARE WOOD, DUTCHMAN OR EPOXY REPAIR WHERE NECESSARY, PRIME AND REPAINT THROUGHOUT. VERIFY SHUTTERS ARE OPERABLE AFTER PAINTING.
5. IRON SHUTTER HARDWARE - REMOVE PAINT, PREP TO SOUND AND TIGHT, PRIME, AND REPAINT.
6. FABRICATE NEW FULL SCREEN IF EXTENT OF ROT REPAIR IS COST PROHIBITIVE. COORDINATE WITH OWNER AFTER INSPECTION.
7. FABRICATE TEMP WINDOWS FOR REMOVED WINDOWS PER CONTRACTOR WORK PLAN.
Sheet Number
Sheet Revisions DescriptionDate Mark
Architect:
Consultant:
NOT TO BE USED
FOR REGULATORY APPROVAL
PERMITTING, OR
CONSTRUCTION
O88092K Rectangle
O88092K Text Box
TEXAS GOVERNOR'S MANSION
EXTERIOR PRESERVATION PROJECT
EXTERIOR ELEVATIONS - CONDITIONS & TREATMENT PLAN
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1010 COLORADO STREET, AUSTIN, TEXAS 78701
O88092K Text Box
GENERAL NOTES
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SP = SPLITTING WOOD / SPLITTING JOINT. SEALANT OR EPOXY FILLER REQUIRED.
EP = EPOXY REPAIR REQUIRED.
CP = CRACKING PAINT. SAND TO FEATHERED EDGE, PRIME AND REPAINT REQUIRED.
R = ROTTED AREA, SCRAPING, CONSOLIDATION OR DUTCHMAN REQUIRED. EPOXY FILL, PRIME AND REPAINT.
CG = CRACKED GLAZING AT WINDOWS. SEE WINDOW SCHEDULE.
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CONDITION AND TREATMENT LEGEND
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1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD.
2. THE WORD "TYPICAL" MEANS A NOTE REFERS TO ALL SIMILAR CONDITIONS ON OR IN THE BUILDING EVEN THOUGH THE CONDITION IS NOT SPECIFICALLY INDICATED.
3. ALL WINDOWS SHOULD BE PREPPED DOWN TO SOUND AND TIGHT CONDITIONS. RESTORE BARE WOOD, DUTCHMAN OR EPOXY REPAIR WHERE NOTED, REGLAZE, RESEAL, AND REPAINT THROUGHOUT.
4. SHUTTERS - PREPPED TO SOUD AND TIGHT CONDITIONS. RESTORE BARE WOOD, DUTCHMAN OR EPOXY REPAIR WHERE NECESSARY, PRIME AND REPAINT THROUGHOUT. VERIFY SHUTTERS ARE OPERABLE AFTER PAINTING.
5. IRON SHUTTER HARDWARE - REMOVE PAINT, PREP TO SOUND AND TIGHT, PRIME, AND REPAINT.
6. FABRICATE NEW FULL SCREEN IF EXTENT OF ROT REPAIR IS COST PROHIBITIVE. COORDINATE WITH OWNER AFTER INSPECTION.
7. FABRICATE TEMP WINDOWS FOR REMOVED WINDOWS PER CONTRACTOR WORK PLAN.
Snapshot
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Sheet Revisions DescriptionDate Mark
Architect:
Consultant:
NOT TO BE USED
FOR REGULATORY APPROVAL
PERMITTING, OR
CONSTRUCTION
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TEXAS GOVERNOR'S MANSION
EXTERIOR PRESERVATION PROJECT
EXTERIOR ELEVATIONS - PHOTO KEY
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1010 COLORADO STREET, AUSTIN, TEXAS 78701
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2023 SAMPLE REPAIR OF WOOD TRIM AROUND WEST FACADE OF SLEEPING PORCH
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R1.0
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NOT TO BE USED
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CONSTRUCTION
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TEXAS GOVERNOR'S MANSION
EXTERIOR PRESERVATION PROJECT
EXTERIOR ELEVATIONS - PHOTO KEY
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1010 COLORADO STREET, AUSTIN, TEXAS 78701
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2023 SAMPLE REPAIR OF WOOD TRIM AT SOUTH CORNICE AND GUTTER OF SLEEPING PORCH
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Sheet Revisions DescriptionDate Mark
Architect:
Consultant:
NOT TO BE USED
FOR REGULATORY APPROVAL
PERMITTING, OR
CONSTRUCTION
O88092K Snapshot
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O88092K Rectangle
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TEXAS GOVERNOR'S MANSION
EXTERIOR PRESERVATION PROJECT
EXTERIOR ELEVATIONS - PHOTO KEY
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1010 COLORADO STREET, AUSTIN, TEXAS 78701
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2022 SAMPLE REPAIR OF NORTH WINDOW SILL REPAIR
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REPAIR LOCATION
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SPB Project 809-26-0006 Texas Governor’s Mansion November 6, 2025 Exterior Preservation Project
SUMMARY 01 10 00-1
00 10 00 - SUMMARY
PART 1 GENERAL
1.01 PROJECT
A. Project Name: Texas Governor's Mansion Exterior Preservation B. Owner's Name: State Preservation Board C. Project Managers: Kevin Koch AIA, Daniel Scott
1.02 BACKGROUND
A. The Mansion and grounds were extensively restored and rehabilitated in 2012.
B. This project addresses varying degrees of deterioration and failure of: wood trim, windows, window glazing, sealant joints, metal surfaces, and masonry preservation issues on the Mansion exterior.
1.03 SUMMARY OF WORK
A. This Project:
1. Exterior Preservation
a. Wood Repair and Preservation of deteriorated, rotted, or failing wood elements. (cornices, columns, entablature, paneling, trim, etc.)
b. Window Repair and Preservation:
1. Wood window sash and frame repair and removal for reglazing in horizontal plane.
2. Create temporary window inserts as required.
3. Wood Window Screen removal, frame repair, screen replacement, and reinstallation.
4. Wood shutter removal, repair, hardware repair, and reinstallation.
5. Removal and replacement of all UV and security film.
c. Replacement of failing or deteriorated vertical and horizontal caulk and sealant joints.
d. Minor roof repair.
e. Masonry repointing.
f. Painting:
1. Clean existing painted wood and masonry throughout.
2. Prep to sound and tight and repainting of exterior existing painted metal surfaces. Gutters, lintels, downspouts, vents, shutter hardware, shutterdogs, etc.
3. Prep to sound and tight and repaint all wood elements except doors, and lower and upper east porch flooring.
4. Repaint repointed and repaired masonry areas.
1.04 OTHER WORK AND WORK BY OWNER
A. The Owner may be completing interior projects during the duration of this Work.
SUMMARY 01 10 00-2
1.07 SITE CONDITIONS AND COORDINATION
A. All improvements have been approved as required by the Texas Historical Commission.
B. The work takes place at a secured facility. Security requirements are detailed in Owner's
Requirements.
C. The work will proceed on the Mansion grounds while the Mansion is inhabited. Owner's
Requirements dictate measures to reduce conflict between work and occupancy.
1.08 ACCESS
A. Access to the facility will be coordinated through SPB Project Manager Daniel Scott, in coordination with Mansion administration.
B. Access limitations are detailed in Owner's Requirements and include security clearances for any personnel to enter the site.
C. Parking provisions are detailed in Owner's Requirements.
D. Limitations of access for delivery and site vehicle access is detailed in Owner's Requirements and includes advanced scheduling, security clearances for driver and vehicles, and K9 sweeps and escorts for any vehicles entering the site.
1.08 CONTRACTOR USE OF SITE AND PREMISES
A. Storage of equipment and materials must be coordinated at the work area throughout the duration of the project.
B. The work space will be limited to allow for limited vehicular and pedestrian traffic on this site, subject to security clearance.
C. Runoff should be controlled to prevent dust and dirt on adjacent flatwork and landscaping.
D. Daily clean-up is required to maintain a safe and orderly site.
E. Prevent the accumulation and distribution of dust throughout the grounds and onto adjacent structures, flatwork, and landscaping.
F. Reasonable efforts must be made to minimize noise as much as possible.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
AVAILABLE PROJECT INFORMATION 00 31 00-1
00 31 00 – AVAILABLE PROJECT INFORMATION
1.01 INFORMATION PROVIDED
A. The following documentation is available in these Construction Documents:
a. 2009 Governor’s Mansion Deferred Maintenance Window Types and Details
b. 2010 Governor’s Mansion Exterior Restoration Mortar Analysis – Materials for mortar for 1856 Brick Submittal
c. 2012 Governor’s Mansion Exterior Restoration As-Built Record Drawings
d. Example project reference photos of recently completed wood repair.
i. 2022 North Window Sill Repair
ii. 2023 Wood Trim Repair around West Façade of Sleeping Porch
iii. 2023 Wood Trim Repair at South Cornice and Gutter of Sleeping Porch
e. Existing Conditions Photos 2022, 2024, 2025
i. Project OneDrive Link
1.02 QUALITY ASSURANCE
A. Reports by their nature, cannot reveal all conditions that exist on the site. See Section 00 71 00 Execution Requirements for detail on contractor’s inspection of conditions and resolution with conditions noted in bid documents.
PART 2 PRODUCTS – NOT USED
PART 3 EXECUTION – NOT USED
https://txlege-my.sharepoint.com/:f:/g/personal/o88092k_legis_texas_gov/Ek12FnIMjQlOtz-8cZQTdQQBYx7Y1PRPO_yH5DrcpmAKPQ?e=itODqH
AUSTIN, TEXAS
AS-BUILT RECORD DRAWINGS
EXTERIOR RESTORATION
REHABILITATION
AUGUST 18, 2012
ARCHITECT
Ford, Powell & Carson Architects and Planners, Inc.
1138 E. Commerce San Antonio, Texas 78205
(210) 226-1246
(210) 226-6482 (fax) www.fpcarch.com
TEXAS GOVERNOR'S MANSION
Jaster-Quintanilla & Associates, Inc.
1608 West Sixth Street, Suite 100 Austin, Texas 78703
(512) 474-9094
(512) 474-9179 (fax)
HMG & Associates, Inc.
9606 N. Mopac Expressway, Suite 350 Austin, Texas 78759
(512) 794-8234
(512) 794-8239 (fax)
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"General Decision Number: TX20240229 11/22/2024
Superseded General Decision Number: TX20230229
State: Texas
Construction Type: Building
County: Austin County in Texas.
BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).
Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.
Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).
|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $17.20 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2024. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.90 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on | | | that contract in 2024. |
The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.
Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.
Modification Number Publication Date 0 01/05/2024 1 06/14/2024 2 10/18/2024 3 11/08/2024 4 11/22/2024
ASBE0022-009 07/03/2023
Rates Fringes
ASBESTOS WORKER/HEAT & FROST
INSULATOR (Duct, Pipe and Mechanical System Insulation)....$ 28.35 16.02
BOIL0074-003 07/01/2023
Rates Fringes
BOILERMAKER......................$ 37.00 24.64
CARP0551-008 04/01/2021
Rates Fringes
CARPENTER (Excludes Acoustical Ceiling Installation,Drywall Hanging, Form Work and Metal Stud Installation)....................$ 25.86 9.08
ELEC0716-005 08/29/2023
Rates Fringes
ELECTRICIAN (Excludes Low Voltage Wiring and Installation of Alarms)..........$ 34.50 10.41
ELEV0031-003 01/01/2024
Rates Fringes
ELEVATOR MECHANIC................$ 51.32 37.885+a+b
FOOTNOTES:
A. 6% under 5 years based on regular hourly rate for all hours worked. 8% over 5 years based on regular hourly rate for all hours worked.
B. Holidays: New Year's Day; Memorial Day; Independence Day;
Labor Day; Thanksgiving Day; Friday after Thanksgiving Day;
Christmas Day; and Veterans Day.
ENGI0450-002 04/01/2024
Rates Fringes
POWER EQUIPMENT OPERATOR
Cranes......................$ 39.47 10.39
* IRON0084-011 06/01/2024
Rates Fringes
IRONWORKER, ORNAMENTAL...........$ 28.26 8.13
PLAS0783-001 04/01/2023
Rates Fringes
PLASTERER........................$ 31.34 10.30
PLUM0068-002 10/01/2023
Rates Fringes
PLUMBER..........................$ 34.86 11.68
PLUM0211-010 10/01/2024
Rates Fringes
PIPEFITTER (Including HVAC Pipe Installation)...............$ 41.14 11.86
SHEE0054-012 04/01/2020
Rates Fringes
SHEET METAL WORKER
Excludes HVAC Duct and Unit Installation...........$ 29.70 13.85 HVAC Duct Installation Only.$ 29.70 13.85
* SUTX2014-004 07/21/2014
Rates Fringes
ACOUSTICAL CEILING MECHANIC......$ 16.41 ** 3.98
BRICKLAYER.......................$ 19.86 0.00
CAULKER..........................$ 15.36 ** 0.00
CEMENT MASON/CONCRETE FINISHER...$ 13.82 ** 0.00
DRYWALL FINISHER/TAPER...........$ 16.30 ** 3.71
DRYWALL HANGER AND METAL STUD
INSTALLER........................$ 17.45 3.96
ELECTRICIAN (Alarm Installation Only)...............$ 17.97 3.37
ELECTRICIAN (Low Voltage Wiring Only).....................$ 18.00 1.68
FLOOR LAYER: Carpet.............$ 20.00 0.00
FORM WORKER......................$ 12.57 ** 0.00
GLAZIER..........................$ 19.12 4.41
INSULATOR - BATT.................$ 14.87 ** 0.73
IRONWORKER, REINFORCING..........$ 12.10 ** 0.00
IRONWORKER, STRUCTURAL...........$ 27.15 5.66
LABORER: Common or General......$ 11.56 ** 0.00
LABORER: Mason Tender - Brick...$ 13.37 ** 0.00
LABORER: Mason Tender - Cement/Concrete..................$ 10.50 ** 0.00
LABORER: Pipelayer..............$ 12.94 ** 0.00
LABORER: Roof Tearoff...........$ 11.28 ** 0.00
LABORER: Landscape and Irrigation.......................$ 9.49 ** 0.00
LATHER...........................$ 19.73 0.00
OPERATOR:
Backhoe/Excavator/Trackhoe.......$ 14.10 ** 0.00
OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 13.93 ** 0.00
OPERATOR: Bulldozer.............$ 20.77 0.00
OPERATOR: Drill.................$ 16.22 ** 0.34
OPERATOR: Forklift..............$ 15.64 ** 0.00
OPERATOR: Grader/Blade..........$ 13.37 ** 0.00
OPERATOR: Loader................$ 13.55 ** 0.94
OPERATOR: Mechanic..............$ 17.52 3.33
OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 16.03 ** 0.00
OPERATOR: Roller................$ 16.00 ** 0.00
PAINTER (Brush, Roller and Spray), Excludes Drywall Finishing/Taping.................$ 16.77 ** 4.51
ROOFER...........................$ 15.40 ** 0.00
SHEET METAL WORKER (HVAC Unit Installation Only)...............$ 19.67 2.24
SPRINKLER FITTER (Fire Sprinklers)......................$ 22.17 9.70
TILE FINISHER....................$ 12.00 ** 0.00
TILE SETTER......................$ 16.17 ** 0.00
TRUCK DRIVER: 1/Single Axle Truck............................$ 14.95 ** 5.23
TRUCK DRIVER: Dump Truck........$ 12.39 ** 1.18
TRUCK DRIVER: Flatbed Truck.....$ 19.65 8.57
TRUCK DRIVER: Semi-Trailer Truck............................$ 12.50 ** 0.00
TRUCK DRIVER: Water Truck.......$ 12.00 ** 4.11
WATERPROOFER.....................$ 14.39 ** 0.00
WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.
** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($17.20) or 13658 ($12.90). Please see the Note at the top of the wage determination for more information. Please also note that the minimum wage requirements of Executive Order 14026 are not currently being enforced as to any contract or subcontract to which the states of Texas, Louisiana, or Mississippi, including their agencies, are a party.
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.
Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).
The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.
Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.
State Adopted Rate Identifiers
Classifications listed under the ""SA"" identifier indicate that the prevailing wage rate set by a state (or local) government was adopted under 29 C.F.R §1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.
01/03/2024 reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.
With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION"
WOOD WINDOW AND SHUTTER RESTORATION, REPAIR, AND REPLACEMENT 08 61 00-1
08 61 00– WOOD WINDOW, SCREEN AND SHUTTER RESTORATION, REPAIR, AND REPLACEMENT
1.01 SECTION INCLUDES
A. Repairing and restoring deteriorated wood sills, framing members ,screens, sash rails and stiles including:
a. Window screen and window screen hardware repair, replacement, and paint prep.
b. Window sash repair replacement and paint prep.
c. Repairing and restoring deteriorated frames, and restoring sashes in place where removal is not required for more extensive repair.
d. Back prime all replacement wood prior to glazing.
e. Replacing all broken or deteriorated window elements.
f. Reinstalling repaired window sashes.
B. Restore window shutters/blinds, shutters/blinds hardware and screens. Scrape, prep, prime and paint.
C. Fabricate quantity of temporary window inserts as required for sequencing of window removal and replacement.
D. Temporary inserts can be fabricated as a monolithic insert or double sash assembly but must fixed in place and inoperable.
E. Temporary window insert lites must be transparent and be laminated, have a film applied, or have some other treatment such that they will remain in one piece if damaged.
F. Temporary window sashes should roughly approximate the appearance of the historic sashes.
G. Restoring all window trim disturbed for work of this section to sound condition and existing appearance.
H. Replace screen material.
I. Replacing all broken and unsound sash cable.
J. Resetting loose or misaligned window sashes as indicated.
K. Re-attaching loose window hardware.
L. Pulling and replacing all failing, cracking, or deteriorated caulk and sealant on window surround from wood to brick, wood to wood window conditions.
M. Replacing cracked, broken, or missing glass.
a. Replaced glass should have security film placed on interior face.
N. Removing all deteriorated or failing glazing and replacing with new O. Back bed glass, install glazing compound on all lites.
P. Washing exterior wood surfaces to remove chalk residue from surface.
Q. Painting and finishing all exterior wood elements. (see division 09 specifications) R. Cleaning all glass.
1.02 RELATED SECTIONS
WOOD WINDOW AND SHUTTER RESTORATION, REPAIR, AND REPLACEMENT 08 61 00-2
A. Section 00 43 25 – Substitution Request Form B. Section 01 30 00 – Administrative Requirements C. Section 01 35 10 – Environmental Safety and Worker Protection D. Section 01 61 00 – Product Requirements E. Section 06 01 40 – Architectural Woodwork Restoration F. Section 07 90 00 – Joint sealant G. Section 08 80 00 – Glazing H. Section 09 99 00 – Painting
1.03 PERFORMANCE REQUIREMENTS
A. With the completion of the work specified in this section, it is intended that the condition of windows be as follows:
a. All frame and trim shall be restored as indicated with damaged areas replaced or renovated, missing elements, replaced, surface damage repaired and ready for painting or finishing and installation of sealant.
B. All shutters, screens and hardware will be repaired, replaced, or restored as indicated, prepped to sound and tight, and ready for painting.
1.04 UNIT PRICES
A. Refer to Section 00 54 22 Unit Prices Schedule for general description of unit prices for work in this section.
1.04 REFERENCES
A. The Secretary of the U.S. Department of the Interior’s Standards for Rehabilitation.
B. U.S. Department of the Interior’s Preservation Brief 9: The Repair of Historic Wooden Windows.
C. Comply with the general requirements for epoxy consolidation and repair of wood contained in
Epoxies for Wood Repairs…
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