ESBD_512941_1778087909250_Exhibit-XVII Construction Documents.pdf

East 11 th Street

East 7 th Street

East 8 th Street

East 9 th Street

East 10 th Street

East 8 th Street

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French Legation State Historic Site

Construction Documents Set: 5/5/26

Texas Historical Commission P.O. Box 12276

Austin, TX 78711-2276 Phone - 512.463.3297

A-0.0 - GENERAL NOTES

A-0.1 - WOOD SHAKE ROOF SPECIFICATIONS

A-0.2 - WOOD SHAKE ROOF SPECIFICATIONS

A-1.0 - SITE PLAN

A-3.0 - LEGATION HOUSE ROOF PLAN

A-3.1 - KITCHEN & PRIVY ROOF PLAN

A-4.0-A-4.3 - LEGATION HOUSE ELEVATIONS

A-7.0 - DETAILS

A-8.0 & A-8.1 - EXISTING PHOTOGRAPHS

SCOPE OF WORK SUMMARY:

BASE BID:

1. REMOVE EXISTING CEDAR SHAKE ROOF,

FLASHING, ETC. DOWN TO LATH

BOARDS/PLYWOOD ON HISTORIC HOUSE,

KITCHEN, & PRIVY. DISPOSE OF MATERIAL

LEGALLY, OFFSITE.

2. REPLACE DAMAGED LATH BOARDS TO

MATCH EXISTING ON HISTORIC HOUSE

3. INSTALL NEW SHAKES, FLASHING AND

ACCESSORIES ON HISTORIC HOUSE,

KITCHEN, & PRIVY. SEE SPECIFICATIONS,

A-0.1 & A-0.2

4. REPAIR/REPLACE WINDOW SILLS @

DORMER WINDOWS.

5. REPLACE DAMAGED SIDING @ DORMER

WINDOWS

VICINITY MAP:INDEX OF DRAWINGS:

PROJECT #: HSD-2025-016

EXHIBIT XVII

CONSTRUCTION DOCUMENTS

HOUSE & KITCHEN ROOF REPLACEMENT

French Legation State Historic Site 802 San Marcos Street, Austin, TX 78702

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THE TEXAS HISTORICAL COMMISSION (THC) ISSUES THESE CONSTRUCTION

DOCUMENTS TO QUALIFIED INDIVIDUALS OR FIRMS TO REPLACE EXISTING

CEDAR SHAKE ROOFING WITH NEW REPLACEMENT CEDAR SHAKES,

INCLUDING RELATED MATERIALS AND ACCESSORIES ON THE FRENCH

LEGATION STATE HISTORIC SITE.

THE FOLLOWING GENERAL NOTES APPLY IN ALL CASES TO THE GENERAL

CONDITIONS ENCOUNTERED AND PROVIDE A REFERENCE FOR THE

CONTRACTOR TO THE SCOPE OF WORK, INTENT AND THE REQUIRED

STANDARDS.

PART 1 - GENERAL NOTES

1.1 ALL WORK MUST COMPLY WITH ALL APPLICABLE LOCAL, STATE AND

FEDERAL ORDINANCES, CODES AND STANDARDS.

A. FRENCH LEGATION STATE HISTORIC SITE IS LISTED ON THE

NATIONAL REGISTER OF HISTORIC PLACES AND IS DESIGNATED AS

A REGISTERED TEXAS HISTORIC LANDMARK.

B. WORK MUST COMPLY WITH THE SECRETARY OF INTERIOR'S

“STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

C. WORK MUST COMPLY WITH THE MOST CURRENT PUBLICATION BY

THE CEDAR SHAKE & SHINGLE BUREAU (CSSB). CERTAIN

EXCEPTIONS ARE MADE TO ACCOMMODATE THE TREATMENT OF

HISTORIC STRUCTURES. THE CONTRACTOR SHALL NOTIFY THE

OWNER AND/OR ARCHITECT IF DISCREPANCIES EXIST.

1.2 A REPRESENTATIVE OF FRENCH LEGATION HISTORIC SITE WILL BE

DESIGNATED FOR INSPECTION OF THE WORK.

1.3 STATE BUSINESS HOURS WILL BE OBSERVED BY THE CONTRACTOR

UNLESS ALTERNATIVE ARRANGEMENTS HAVE BEEN MADE WITH THE SITE

STAFF IN ADVANCE.

1.4 THE CONTRACTOR IS TO PROVIDE ALL MATERIALS, LABOR AND

EQUIPMENT REQUIRED TO COMPLETE THE WORK AS DESCRIBED IN THE

CONSTRUCTION DOCUMENTS.

1.5 SUBMIT COMPLETED PRODUCT INFORMATION AND SHOP DRAWINGS FOR

ALL NEW BUILDING COMPONENTS FOR APPROVAL BY ARCHITECT AND/OR

OWNER PRIOR TO COMMENCING WORK.

1.6 THE CONTRACTOR MAY UTILIZE SITE WATER AND POWER SUPPLIES AS

NEEDED FOR THE WORK AT NO COST TO THE CONTRACTOR.

1.7 THE CONTRACTOR SHALL PROVIDE TEMPORARY, PORTABLE RESTROOM

FACILITIES FOR EMPLOYEES. THE CONTRACTOR AND ITS EMPLOYEES

MAY NOT USE SITE FACILITIES.

1.8 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SAFETY AND SHALL

COMPLY WITH ALL REQUIRED SAFETY STANDARDS AND REGULATIONS

THAT APPLY. WHERE REQUIRED, ERECT BARRIERS SCAFFOLDING AND

SIGNS FOR THE SAFE EXECUTION OF THE WORK AND TO MAINTAIN A

CLEAN, SAFE AND SECURE JOB SITE.

1.9 VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BY TAKING FIELD

MEASUREMENTS AND OBSERVATIONS. THE DIMENSIONS SHOWN ON THE

DRAWINGS ARE INTENDED TO GIVE GENERAL SIZES, SHAPES,

RELATIONSHIPS AND TO SHOW THE EXTENT OF THE WORK. INFORM THE

THC PROJECT ARCHITECT SHOULD ANY DISCREPANCIES EXIST PRIOR TO

PROCEEDING WITH WORK.

1.10 DO NOT CALCULATE MEASUREMENTS BY SCALING THE DRAWINGS. IF

ADDITIONAL INFORMATION IS NEEDED, CONTACT THE THC PROJECT

ARCHITECT.

1.11 ALL WORK SHALL BE PLUMB, SQUARE, LEVEL AND TRUE TO LINE.

PART 2 - SITE WORK

2.1 PROTECT ALL ADJACENT SURFACES AND OBJECTS FROM DAMAGE.

PROTECT ALL EXISTING TREES AND VEGETATION IN WORK AREAS.

2.2 NO EQUIPMENT WILL BE ALLOWED OFF PAVEMENT WHEN GROUND

CONDITIONS ARE WET AND SOFT IN ORDER AVOID WHEEL TRACKING AND

RUTTING. WEATHER DELAY DAYS WILL BE GRANTED WHEN WARRANTED.

2.3 COORDINATE VEHICULAR ROUTES FOR ALL WORK AND DELIVERIES WITH

THE SITE MANAGER TO LIMIT IMPACT OF THE PROJECT ON THE OVERALL

SITE. STAGE AND STORE MATERIALS, AND PARK VEHICLES AS

COORDINATED WITH THE SITE MANAGER.

2.4 REPAIR ALL CONSTRUCTION DAMAGE IN WORK AREA TO DOCUMENTED

PRE-CONSTRUCTION CONDITIONS.

2.5 WORK AREAS ARE TO REMAIN CLEAN AND FREE FROM DEBRIS.

CONSTRUCTION WASTE IS TO BE COLLECTED AT THE END OF EACH

WORKDAY AND PROPERLY DISPOSED.

PART 3 - WARRANTY

3.1 THE CONTRACTOR WARRANTS TO THE OWNER AND ARCHITECT THAT

MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT WILL BE

OF GOOD QUALITY AND NEW UNLESS OTHERWISE REQUIRED OR

PERMITTED BY THE CONTRACT DOCUMENTS, THAT THE WORK WILL BE

FREE FROM DEFECTS NOT INHERENT IN THE QUALITY REQUIRED OR

PERMITTED, AND THAT THE WORK WILL CONFIRM TO THE REQUIREMENTS

OF THE CONTRACT DOCUMENTS. WORK NOT CONFORMING TO THESE

REQUIREMENTS, INCLUDING SUBSTITUTIONS NOT PROPERLY APPROVED

AND AUTHORIZED, MAY BE CONSIDERED DEFECTIVE. THE CONTRACTOR'S

WARRANTY EXCLUDES REMEDY FOR DAMAGE OR DEFECTS CAUSED BY

ABUSE, MODIFICATIONS NOT EXECUTED BY THE CONTRACTOR, IMPROPER

OR INSUFFICIENT MAINTENANCE, IMPROPER OPERATION, NORMAL WEAR

AND TEAR, AND NORMAL USAGE. IF REQUIRED BY THE ARCHITECT, THE

CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND

AND QUALITY OF MATERIALS AND EQUIPMENT.

3.1 ALL WORK SHALL BE GUARANTEED AGAINST DEFECTIVE MATERIALS AND

WORKMANSHIP FOR A PERIOD OF (1) YEAR AFTER SUBSTANTIAL

COMPLETION OR ACCEPTANCE OF THE WORK. THE CONTRACTOR SHALL

REPAIR OR REPLACE, AT HIS OWN EXPENSE WHEN ORDERED TO DO SO,

ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIAL AND

WORKMANSHIP WITHIN SAID PERIOD OF TIME.

END OF SECTION

ISSUE DATE DESCRIPTION

SHEET NO.

REVISIONS

DRAWN BY:

PROJECT REF #:

DATE:

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSION

real places telling real stories

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HSD-2025-016

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General Notes

A-0.0

5/5/2026

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07 31 29 WOOD SHAKE AND SHINGLE ROOFING

PART 1 - GENERAL

1.1 DESCRIPTION OF WORK:

A. WOOD SHAKE AND SHINGLE ROOFING INCLUDES THE REMOVAL

AND DISPOSAL OF EXISTING WOOD SHAKES OR SHINGLES,

PREPARATION OF THE ROOF SUBSTRATE, THE INSTALLATION OF

REQUIRED METAL FLASHING AND THE INSTALLATION OF NEW,

CEDAR ROOF SHAKES OR SHINGLES.

1.2 SUBMITTALS:

A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA,

INSTALLATION INSTRUCTIONS AND GENERAL

RECOMMENDATIONS FOR EACH MATERIAL PROPOSED FOR USE,

INCLUDING COMPATIBILITY OF PROPOSED FASTENERS WITH FIRE

RETARDANT-TREATED SHAKES OR SHINGLES.

a. WOOD TREATMENT DATA INCLUDING CHEMICAL TREATMENT

MANUFACTURER'S INSTRUCTIONS FOR HANDLING, STORING,

INSTALLATION, AND FINISHING OF TREATED MATERIAL.

b. FOR FIRE RETARDANT-TREATED WOOD SHAKES OR SHINGLES, INCLUDE CERTIFICATION BY FULL-CELL VACUUM-PRESSURE

TREATMENT PLANT THAT STATES THE SHAKES OR SHINGLES

ARE COMPLIANT WITH APPLICABLE STANDARDS.

B. SAMPLES: FOR APPROVAL PRIOR TO ERECTING MOCKUPS

c. PROVIDE SAMPLES OF NEW WOOD SHAKES OR SHINGLES

ILLUSTRATING THE VARIETY OF WIDTHS AVAILABLE.

d. PROVIDE SAMPLES OF METAL FLASHING ILLUSTRATING THE

FINISH AND THE VARIETY OF SHAPES TO BE USED.

1.3 QUALITY ASSURANCE:

A. INSTALLER QUALIFICATIONS: A SINGLE CONTRACTOR SHALL

PERFORM THE WORK OF THIS SECTION AND SHALL BE A

CONTRACTOR EMPLOYING PEOPLE WITH NOT LESS THAN FIVE (5)

YEARS OF SUCCESSFUL EXPERIENCE IN INSTALLATION OF WOOD

SHAKE OR SHINGLE ROOFING SYSTEMS SIMILAR TO THOSE

REQUIRED FOR THIS PROJECT. THE CONTRACTOR SHALL BE A

COMPANY HAVING DONE NOT LESS THAN FIVE WOOD SHAKE OR

SHINGLE ROOFING INSTALLATIONS EVENLY SPACED OVER THE

PAST FIVE YEARS. INSTALLATION OF OTHER TYPES OF ROOFING

DOES NOT QUALIFY.

B. INDUSTRY STANDARD: EXCEPT AS OTHERWISE SHOWN OR

SPECIFIED, COMPLY WITH APPLICABLE RECOMMENDATIONS AND

DETAILS OF THE FOLLOWING:

e. “ROOF MANUAL” BY CEDAR SHAKE & SHINGLE BUREAU (CSSB), CURRENT EDITION.

f. “ARCHITECTURAL SHEET METAL MANUAL” BY THE SHEET METAL

AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA), CURRENT EDITION.

C. FIRE PERFORMANCE CHARACTERISTICS: PROVIDE PRODUCTS

THAT ARE IDENTICAL TO THOSE TESTED FOR THE FOLLOWING

FIRE PERFORMANCE CHARACTERISTICS, BY UL OR OTHER

TESTING AND INSPECTION ORGANIZATIONS ACCEPTABLE TO

AUTHORITIES HAVING JURISDICTION. EACH BUNDLE OF SHAKES

SHALL BEAR THE LABEL OR HAVE THE IDENTIFICATION MARK OF

AN APPROVED INSPECTION BUREAU OR AGENCY SHOWING THE

GRADE.

g. FIRE-RESISTANCE RATINGS: EACH BUNDLE OF SHAKES OR

SHINGLES SHALL COMPLY WITH UBC STANDARD 15-3 OR 15-4,

RESPECTIVELY. SHAKES OR SHINGLES ARE TO BE IMPREGNATED

BY THE FULL-CELL VACUUM-PRESSURE PROCESS WITH

FIRE-RETARDANT CHEMICALS, COMPLYING WITH UBC STANDARD

15-2 FOR USE ON CLASS A, B, OR C ROOFS.

1.4 PERFORMANCE REQUIRED:

A. REVIEW EXISTING CONDITIONS, COMPARE TO THE CONTRACT

DOCUMENTS AND REPORT ANY PERCEIVED CONDITIONS WHICH

WOULD HINDER THE INSTALLATION OF A PERMANENTLY

WATERTIGHT, SECURELY ATTACHED ROOF SYSTEM.

B. SURVEY AND TESTING: WORK OF THIS CONTRACT INCLUDES

SURVEYING ALL ROOF DECK AND DOCUMENTING SPECIFIC

DEFECTS. REPLACE ADDITIONAL DEFECTIVE WORK IN

ACCORDANCE WITH CONTRACT DOCUMENTS.

1.5 MOCK-UPS:

A. FIELD-CONSTRUCTED MOCK-UP: PRIOR TO INSTALLATION, ERECT

MOCK-UPS FOR EACH FORM OF CONSTRUCTION AND FINISH

REQUIRED TO VERIFY SELECTIONS MADE UNDER SAMPLE

SUBMITTALS AND TO DEMONSTRATE AESTHETIC EFFECTS AS

WELL AS QUALITIES OF MATERIALS AND EXECUTION. BUILD

MOCK-UPS TO COMPLY WITH THE FOLLOWING REQUIREMENTS,

USING MATERIALS INDICATED FOR FINAL UNIT OF WORK.

1. MOCK-UP OF EAVE, RAKE, AND RIDGE DETAIL, SHOWING

UNDERLAYMENT, VENTILATION MEMBRANE AND ASSOCIATED

FLASHING.

2. MOCK-UP OF EACH TYPE OF ROOF PENETRATION SHOWING

VENT, UNDERLAYMENT, VENTILATION MEMBRANE AND

ASSOCIATED FLASHING.

3. MOCK-UP INSTALLATION OF LIGHTNING PROTECTION SYSTEM TO

DEMONSTRATE INTEGRATION WITH ROOF COMPONENTS.

B. BUILD MOCK-UPS ON SITE IN LOCATION AND SIZE AS DIRECTED

BY ARCHITECT. NOTIFY ARCHITECT AT LEAST ONE WEEK IN

ADVANCE OF THE SCHEDULED SITE VISIT WHEN MOCK-UP WILL

BE READY FOR REVIEW.

C. DEMONSTRATE THE PROPOSED RANGE OF AESTHETIC EFFECTS

AND WORKMANSHIP. MOCK-UP SHALL SHOW PROPER ASSEMBLY

OF MATERIALS PER DETAILS, INCLUDING BUT NOT LIMITED TO,

EXPOSURE, LAP, JOINTS, FELTS, FASTENERS, AND SHAKES.

1. OBTAIN ARCHITECT'S WRITTEN ACCEPTANCE OF MOCK-UP

BEFORE START OF FINAL WORK.

2. RETAIN AND MAINTAIN MOCK-UP DURING CONSTRUCTION IN

UNDISTURBED CONDITION AS A STANDARD FOR JUDGING

COMPLETED UNIT OF WORK. WHEN DIRECTED BY ARCHITECT,

DEMOLISH AND REMOVE MOCKUP FROM PROJECT SITE.

1.6 DELIVERY, STORAGE, AND HANDLING:

A. DELIVER MATERIALS TO PROJECT SITE IN MANUFACTURER'S

UNOPENED BUNDLES OR CONTAINERS WITH LABELS INTACT.

B. HANDLE AND STORE MATERIALS AT PROJECT SITE TO PREVENT

WATER DAMAGE, STAINING, OR OTHER PHYSICAL DAMAGE.

COMPLY WITH MANUFACTURERS' RECOMMENDATIONS FOR

JOB-SITE STORAGE, HANDLING AND PROTECTION.

1.7 PROJECT CONDITIONS:

A. PROCEED WITH WORK ONLY WHEN EXISTING AND FORECASTED

WEATHER CONDITIONS WILL PERMIT WORK TO BE INSTALLED IN

COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS AND

WHEN SUBSTRATE IS COMPLETELY DRY.

B. THE CONTRACTOR SHALL BE PREPARED TO PROTECT OPENINGS

IN ROOF OR INCOMPLETE PORTIONS OF WORK FROM INCLEMENT

WEATHER.

1.8 WARRANTIES:

A. INSTALLER'S GUARANTEE: SUBMIT EXECUTED COPY OF ROOFING

INSTALLER'S GUARANTEE STATING THAT THE WORK OF THIS

SECTION SHALL BE FREE FROM LEAKS AND OTHER DEFECTS FOR

FIVE (5) YEARS AFTER DATE OF SUBSTANTIAL COMPLETION AND

THAT THE ROOFING INSTALLER WILL CORRECT ANY LEAKS OR

DEFECTS OCCURRING WITHIN THE FIVE-YEAR WARRANTY

PERIOD AT NO ADDITIONAL COST TO THE OWNER. THE

INSTALLER'S GUARANTEE SHALL BE SIGNED BY AN AUTHORIZED

REPRESENTATIVE OF INSTALLER, ON FORM WHICH IS

ACCEPTABLE TO OWNER'S REPRESENTATIVE.

B. ROOFING INSTALLER'S GUARANTEE: PROVIDE THE ROOFING

INSTALLER'S GUARANTEE FOR APPROVAL BY OWNER AND

INCLUDE A COPY IN THE PROJECT CLOSEOUT DOCUMENTATION.

C. PRODUCT WARRANTY: WOOD SHAKE WARRANTY PERIOD SHALL

BE A MINIMUM OF TWENTY-FIVE (25) YEARS FROM DATE OF

SUBSTANTIAL COMPLETION.

PART 2 - PRODUCTS

2.1 WOOD SHAKES:

A. WOOD SHAKES: PREMIUM GRADE CERTI-SPLIT HANDSPLIT

SHAKES (SPLIT FACES AND SAWN BACKS) KILN-DRIED WESTERN

RED CEDAR SHAKES, TREATED WITH CERTI-GUARD FIRE

RETARDANT, OR EQUAL AS APPROVED IN WRITING BY

ARCHITECT.

a. LENGTH AND THICKNESS: [18] INCHES LONG, 1/2 INCH THICK

AT BUTT

b. WIDTHS: MINIMUM [4] INCHES, MAXIMUM [9] INCHES

c. EXPOSURE/REVEAL: [5] INCHES

d. STARTER COURSE: 15 INCHES LONG

e. ROOFING RIDGE/HIP CAPS: SITE-MADE, “BOSTON-CAPPED”

RIDGE/HIP WITH

f. ALTERNATING OVERLAPS.

g. GRADE: PREMIUM (CLEAR HEARTWOOD; 100% EDGE GRAIN;

NO DEFECTS)

h. PROVIDE FIRE RETARDANT-TREATED UNITS IN PACKAGES

BEARING UL CLASS "C" BLUE CERTI-GUARD LABEL.

2.2 UNDERLAYMENT:

A. W.R. GRACE-ULTRA SELF-ADHERING MEMBRANE AS MANUF. BY

GRACE PRODUCTS (WWW.GRACE.COM), OR EQUAL, OVER ENTIRE

ROOF DECK.

2.3 INTERLAYMENT:

A. FELT INTERLAYMENT: 30# ASPHALT-SATURATED ORGANIC FELTS,

UNPERFORATED: CONFORMING TO THE REQUIREMENTS OF

ASTMD226, TYPE II, NO. 30, 36" WIDE ROLLS, ASBESTOS FREE.

NOTE: FELT INTERLAYMENT IS TO BE INSTALLED ABOVE CLOSED

ATTIC SPACES ONLY. IT IS NOT TO BE USED WHERE THE

UNDERSIDE OF THE ROOF IS VISIBLE FROM OCCUPIED ROOMS

BELOW.

2.4 VENTILATION MEMBRANE:

A. "CEDAR BREATHER" AS MANUF. BY BENJAMIN OBDYKE (800)

346-7655 OR APPROVED DETAIL

2.5 FASTENERS

A. APPROVAL: ALL FASTENERS MUST BE APPROVED BY TREATMENT

COMPANY FOR USE WITH FIRE RETARDANT-TREATED SHAKES.

B. NAILS FOR SHAKES: STAINLESS STEEL 6D BOX NAILS W/

RINGSHANK (VERIFY MIN. 3/4" EMBEDMENT INTO ROOF

SHEATHING). ALTERNATE FASTENERS FOR SHAKES: STAINLESS

STEEL TYPE 304 16 GAUGE STAPLES (7/16" W x 1 1/2" L).

C. NAILS FOR FELT: HOT-DIPPED GALVANIZED NAILS OR TYPE 304

OR TYPE 316 STAINLESS STEEL NAILS WITH MINIMUM NO.

13-GAGE, 7/32-INCH HEAD THROUGH METAL DISKS.

ELECTROPLATED, BRIGHT STEEL OR BLUE STEEL FASTENERS

ARE NOT ACCEPTABLE.

D. NAILS FOR FLASHING: AS RECOMMENDED BY FLASHING

MANUFACTURER.

2.6 METAL FLASHING:

A. ALL SHEET METAL FLASHING TO BE 26 GA, MINIMUM GALVALUME

METAL.

B. RIDGE CAP: ROUNDED CAP WITH 6” LEGS.

C. VALLEY FLASHING: FLAT SHEET METAL FLASHING WITH NO

CENTER, V-GROOVE.

D. VERTICAL FLASHING AND COUNTER-FLASHING: AS DETAILED IN

THE DRAWINGS.

PART 3 - EXECUTION

3.1 INSPECTION:

A. EXAMINE SUBSTRATE FOR COMPLIANCE WITH REQUIREMENTS FOR

SUBSTRATES, INSTALLATION TOLERANCES, AND OTHER CONDITIONS

AFFECTING PERFORMANCE OF WORK OF THIS SECTION. DO NOT

PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS

HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO THE

/ARCHITECT.

1. FIELD MEASURE EXISTING EAVES, RAKES, AND RIDGES.

2. NOTIFY ARCHITECT OF ANY IRREGULARITIES IN ROOF DECK

CONSTRUCTION, INCLUDING ASYMMETRY, SAGGING, BOWING,

OR OTHER DEFLECTION.

B. PRE-INSTALLATION CONFERENCE: CONDUCT CONFERENCE AT

PROJECT SITE TO COMPLY WITH REQUIREMENTS OF CONTRACT.

SUCH A MEETING WOULD PREFERABLY OCCUR IN CONJUNCTION WITH

MOCK-UP REVIEW.

3.2 INSTALLATION, GENERAL:

A. COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND

RECOMMENDATIONS, BUT NOT LESS THAN RECOMMENDED BY THE

FOLLOWING:

1. CEDAR SHAKE AND SHINGLE BUREAU "DESIGN AND APPLICATION

MANUAL FOR NEW ROOF CONSTRUCTION."

2. NATIONAL ROOFING CONTRACTORS ASSOCIATION "THE NRCA

STEEP ROOFING MANUAL," SECTION "WOOD SHINGLE AND WOOD

SHAKE ROOFING."

B. PROVIDE AND INSTALL TEMPORARY PLASTIC SHEET BARRIER AT

ATTIC FLOOR TO CONTAIN AND COLLECT DEBRIS IN ATTIC SPACE

DURING DEMOLITION. REMOVE ALL ROOF MATERIAL AND DEBRIS

FROM ATTIC.

C. NAILING SURFACE MUST BE CLEAN, SMOOTH, DRY AND MUST REMAIN

DRY AFTER APPLICATION. VERIFY ALL DRAWING DIMENSIONS BY

TAKING FIELD MEASUREMENTS AND ASSUME RESPONSIBILITY FOR

SUCH MEASUREMENTS.

D. CLEAN SUBSTRATES OF PROJECTIONS AND SUBSTANCES

DETRIMENTAL TO APPLICATION. SURFACES TO RECEIVE SHAKES ARE

TO BE CLEAN, EVEN, SMOOTH, DRY AND FREE FROM ACTIVE ROT OR

FUNGI ATTACK.

E. COORDINATE INSTALLATION WITH FLASHING AND OTHER ADJOINING

WORK TO ENSURE PROPER SEQUENCING.

3.3 WOOD SHAKE ROOFING INSTALLATION - PLYWOOD/OSB DECKING

A. PLYWOOD DECKING: INSTALL NEW PLYWOOD DECKING OVER ALL

ROOF AREAS AS DETAILED IN THE DRAWINGS.

B. SELF-ADHERING UNDERLAYMENT: APPLY A SINGLE LAYER OF

SELF-ADHERING UNDERLAYMENT DIRECTLY TO ALL EXPOSED DECK

AREAS INCLUDING ALL RIDGES PER MANUFACTURER'S INSTRUCTIONS:

1. LAPPING: INSTALL WITH MINIMUM SIDE LAPS OF 3.5” AND END

LAPS OF 6”.

2. SECURE ALL MEMBRANE EDGES AND OVERLAPS WITH A 2” STEEL

ROLLER.

3. FASTEN UNDERLAYMENT AT SLOPES EXCEEDING 5:12 AS

RECOMMENDED BY MANUFACTURER.

4. DO NOT LEAVE UNDERLAYMENT EXPOSED LONGER THAN TIME

RECOMMENDED BY MANUFACTURER. ALL MEMBRANE LEFT

EXPOSED LONGER THAN THE MANUFACTURER'S RECOMMENDED

TIME WILL BE REMOVED AND REPLACED AT CONTRACTOR'S

EXPENSE. APPLICATION OF ADDITIONAL MEMBRANE LAYER ON

TOP OF PREVIOUSLY EXPOSED MEMBRANE IS NOT ACCEPTABLE.

C. FLASHING: INSTALL FLASHING AS INDICATED AND IN ACCORDANCE

WITH DETAILS AND RECOMMENDATIONS OF THE WOOD SHINGLE AND

WOOD SHAKE SECTION OF "THE NRCA STEEP ROOFING MANUAL."

D. FELT INTERLAYMENT: APPLY 18-INCH-WIDE LAYERS OF FELT

HORIZONTALLY WITH EACH COURSE OF WOOD SHAKES. THE BOTTOM

EDGE OF THE FELT SHOULD BE POSITIONED ABOVE THE BUTT OF THE

SHAKE AT A DISTANCE EQUAL TO TWICE THE WEATHER EXPOSURE

PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. FASTEN FELT

WITH ENOUGH ROOFING NAILS OR NONCORROSIVE STAPLES TO HOLD

INTERLAYMENT IN PLACE UNTIL WOOD SHAKE APPLICATION.

E. VENTILATION MEMBRANE: INSTALL PER MANUFACTURER'S WRITTEN

INSTRUCTIONS.

F. INSTALL WOOD SHAKES, BEGINNING AT LOWER END WITH A DOUBLE

LAYER STARTER COURSE, PROJECTING WOOD SHAKES 1-1/2 INCHES

BEYOND FASCIA/VERGE BOARD. SPACE ADJOINING WOOD SHAKES 3/8

INCH TO 5/8 INCH APART, NAILING EACH WOOD SHAKE WITH TWO

NAILS SPACED 3/4 INCH TO 1 INCH FROM EDGE OF SHAKE AND 1-1/2

INCHES TO 2 INCHES ABOVE BUTT LINE OF SUBSEQUENT COURSE.

STAGGER EDGE JOINTS A MINIMUM OF 1-1/2 INCHES IN SUCCEEDING

COURSES. PREVENT ALIGNMENT OF VERTICAL JOINTS IN EVERY THIRD

COURSE. DRIVE NAILS TIGHT TO TOP SURFACE OF SHAKE WITHOUT

CRUSHING WOOD. DO NOT DRIVE FLUSH WITH SURFACE OF SHAKE.

1. WEATHER EXPOSURE: [5] INCHES FOR 18-INCH-LONG WOOD

SHAKES.

2. RIDGES AND EDGES: CUT AND FIT WOOD SHAKES USING

SITE-MADE, “BOSTON-CAPPED” RIDGES WITH ALTERNATING

OVERLAPS AND 6-INCH WIDTHS. CUT EDGES TO PROVIDE

MAXIMUM WEATHER PROTECTION WITH 5-INCH MINIMUM WIDTHS.

INSTALL FASTENERS OF SUFFICIENT LENGTH TO PENETRATE

LATH/DECK AS SPECIFIED.

ISSUE DATE DESCRIPTION

SHEET NO.

REVISIONS

DRAWN BY:

PROJECT REF #:

DATE:

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSION

real places telling real stories

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Wood Shake Roofing Specifications

A-0.1

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Wood Shake Roofing Specifications

A-0.2

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3.4 WOOD SHAKE ROOF INSTALLATION - ROOF LATHE/SHEATHING

BOARDS

G. ROOF LATHE OR SHEATHING BOARDS: REPLACE ROTTED OR BROKEN

BOARDS WITH NEW, MATCHING EXISTING BOARD WIDTH, THICKNESS

AND EDGE STYLE (DIMENSIONAL LUMBER OR LIVE EDGE BOARDS).

H. FLASHING: INSTALL FLASHING AS INDICATED AND IN ACCORDANCE

WITH DETAILS AND RECOMMENDATIONS OF THE WOOD SHINGLE AND

WOOD SHAKE SECTION OF "THE NRCA STEEP ROOFING MANUAL."

I. FELT INTERLAYMENT (AT CLOSED ATTICS ONLY): APPLY 18-INCH-WIDE

LAYERS OF FELT HORIZONTALLY WITH EACH COURSE OF WOOD

SHAKES. THE BOTTOM EDGE OF THE FELT SHOULD BE POSITIONED

ABOVE THE BUTT OF THE SHAKE AT A DISTANCE EQUAL TO TWICE THE

WEATHER EXPOSURE PER MANUFACTURER'S INSTALLATION

INSTRUCTIONS. FASTEN FELT WITH ENOUGH ROOFING NAILS OR

NONCORROSIVE STAPLES TO HOLD INTERLAYMENT IN PLACE UNTIL

WOOD SHAKE APPLICATION.

J. INSTALL WOOD SHAKES, BEGINNING AT LOWER END WITH A DOUBLE

LAYER STARTER COURSE, PROJECTING WOOD SHAKES 1-1/2 INCHES

BEYOND FASCIA/VERGE BOARD. SPACE ADJOINING WOOD SHAKES 3/8

INCH TO 5/8 INCH APART, NAILING EACH WOOD SHAKE WITH TWO

NAILS SPACED 3/4 INCH TO 1 INCH FROM EDGE OF SHAKE AND 1-1/2

INCHES TO 2 INCHES ABOVE BUTT LINE OF SUBSEQUENT COURSE.

STAGGER EDGE JOINTS A MINIMUM OF 1-1/2 INCHES IN SUCCEEDING

COURSES. PREVENT ALIGNMENT OF VERTICAL JOINTS IN EVERY THIRD

COURSE. DRIVE NAILS TIGHT TO TOP SURFACE OF SHAKE WITHOUT

CRUSHING WOOD. DO NOT DRIVE FLUSH WITH SURFACE OF SHAKE.

1. WEATHER EXPOSURE: [5] INCHES FOR 18-INCH-LONG WOOD

SHAKES.

2. RIDGES AND EDGES: CUT AND FIT WOOD SHAKES USING

SITE-MADE, [“BOSTON-CAPPED”] RIDGES WITH ALTERNATING

OVERLAPS AND 6-INCH WIDTHS. CUT EDGES TO PROVIDE

MAXIMUM WEATHER PROTECTION WITH 5-INCH MINIMUM WIDTHS.

INSTALL FASTENERS OF SUFFICIENT LENGTH TO PENETRATE

LATH/DECK AS SPECIFIED.

3.5 CLEANING AND PROTECTION:

A. REMOVE AND DISCARD EXISTING CEDAR DEBRIS FROM ROOF AND

SITE. ENSURE THAT ALL REMOVED FASTENERS ARE COLLECTED FROM

THE GROUND AND ATTIC SPACE.

3.5. EXTRA STOCK:

A. PROVIDE A MINIMUM OF 10% OF INSTALLED QUANTITY OF

SHAKES USED FOR EACH BUILDING. PROVIDE TO OWNER IN

CLEARLY LABELED BUNDLES OR CONTAINERS, AND STORE IN A

DRY, PROTECTED, AND VENTILATED LOCATION TO BE

DETERMINED BY OWNER.

END OF SECTION

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M B

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N

KITCHEN

LEGATION

HOUSE

PARKING

PRIVY

Site Plan

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ISSUE DATE DESCRIPTION

SHEET NO.

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DATE:

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Site Plan

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STANDING

SEAM ROOF

(NIC)

CHIMNEY

CHIMNEY

DORMER

DORMER

SEE 5/A-8.1

DORMER

DORMER

RIDGE

RIDGE

RIDGE

RIDGE

R

ID

G E

RID

GE

RIDGE

RID

GE

RIDGE

RIDGESEE 6/A-8.1

RIDGE

SEE 6/A-8.1

'-2

1 4"

29'-101 2"13'-93

4"

43'-81 4"

3' -1

11 4"

6'-7"

3' -1

11 4"

6'-7"

3' -4

1 2"

4'-103 4"

3' -4

1 2"

4'-103 4"

REMOVE EXISTING CEDAR

SHAKE ROOF COMPLETE;

REPAIR/REPLACE SPACER

BOARDS AS NECESSARY,

SEE 1/A-8.1; REFER TO

SPECIFICATIONS

ALL DIMENSIONS ARE

FOR REFERENCE ONLY.

FIELD VERIFY.

A-7.0

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ISSUE DATE DESCRIPTION

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DATE:

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Legation House Roof Plan

A-3.0

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R

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CHIMNEY

SEE 4/A-8.0

9'-1" 9'-1"

'-1

'-1

3 4"

7'-1"

'-1

11 4"

18'-21 4"

25'-31 4"

ALL DIMENSIONS ARE

FOR REFERENCE ONLY.

FIELD VERIFY.

REMOVE EXISTING CEDAR

SHAKE ROOF COMPLETE;

REPAIR/REPLACE PLYWOOD

AS NECESSARY; REFER TO

SPECIFICATIONS

4'-2"

4' -6

ALL DIMENSIONS ARE

FOR REFERENCE ONLY.

FIELD VERIFY.

REMOVE EXISTING CEDAR

SHAKE ROOF COMPLETE;

REPAIR/REPLACE PLYWOOD

AS NECESSARY; REFER TO

SPECIFICATIONS

Kitchen Roof Plan

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

Privy Roof Plan

SCALE: 3/16" = 1'-0"2 N

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Kitchen & Privy Roof Plans

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10'-8 12" F.F.E.

0'-0" F.F.E.

REINSTALL EXISITNG

LIGHTNING RODS

SEE 4/A-8.1

Legation Front Elevation

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

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Legation Front Elevation

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10'-8 12" F.F.E.

0'-0" F.F.E.

REINSTALL EXISITNG

LIGHTNING RODS

REPAIR DAMAGE

FROM SQUIRRELS

REPAIR/REPLACE

SIDING @ DORMERS

REPAIR/REPLACE

SIDING @ DORMERS

Legation Right Side Elevation

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ISSUE DATE DESCRIPTION

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Legation Right Side Elevation

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REINSTALL EXISITNG

LIGHTNING RODS

DOWNSPOUT,

GUTTER NOT SHOWN

FOR CLARITY, TYP.

REPAIR/REPLACE

WINDOW SILL

Legation Back Elevation

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Legation Back Elevation

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REINSTALL EXISITNG

LIGHTNING RODS

RESEAL

CHIMNEY

FLASHING

SEE 3/A-8.1

REPAIR/REPLACE

SIDING @ DORMERS

RAILING ATTACHED

@ ROOF

SEE 2/A-8.1

REPAIR/REPLACE

SIDING @ DORMERS

Legation Left Side Elevation

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ISSUE DATE DESCRIPTION

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Legation Left Side Elevation

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3" x 4" ATTIC JSTS

3" x 4" RAFTER

HISTORIC CORNICE

COPPER GUTTER

NEW WOOD SHAKES TO

MATCH EXISTING

16 OZ. COPPER EDGE FLASHING

INSPECT EXIST'G S.A.U. AND

REPLACE AS NECCESSARY

EXTEND OVER COPPER

FLASHING

EXIST'G 3/4" PWD TO REMAIN

REPAIR/REPLACE

DAMAGED LATH TO

MATCH EXISTING

Legation House Roof Detail

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

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Details

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Aerial View of Legation House & Kitchen NO SCALE1 Legation House, Kitchen, & Privy

NO SCALE2 Legation House

NO SCALE3

Kitchen @ Chimney NO SCALE4 Front of Kitchen

NO SCALE5 Privy

NO SCALE5

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Existing Photographs

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Underside of Legation House Roof NO SCALE1 Railing Support @ Metal Roof

NO SCALE2 Legation House Chimney

NO SCALE3

Existing Lightning Rod NO SCALE4 Dormer

NO SCALE5 Metal Roof/Shake Roof Junction

NO SCALE6

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Existing Photographs

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