California CSLB Masonry Contractor D-36 / C-61 Attorney Fee Petition Mechanics: Tyler Odyssey Civil Complaint Date as Primary Welch Anchor, CSLB License Check (D-36 / C-61) as Secondary Anchor (THE ONLY D-36 Masonry Page in This Series — DISTINCT FROM C-29 Masonry — ONLY Page With BIA Technical Notes No. 7B Advisory [THE ONLY PAGE in the Fee-Petition-Mechanics Series With a BIA Brick Advisory — PURE KETCHUM] and NCMA TEK Note 08-04A Advisory; AHJ Building Permit as Second Institutional Anchor; Mortar Type Mismatch Brick Spalling / Chimney Cap Failure CO Hazard / Masonry Veneer Anchor Tie Corrosion Detachment Three-Track Harm; Bus. & Prof. Code § 7031(b) Disgorgement), CLRA § 1780 Mandatory Attorney Fees

Statutory Framework: Bus. & Prof. Code § 7028, D-36 / C-61 Masonry, BIA Advisory, NCMA Advisory, AHJ Permit Advisory, § 7031(b) Disgorgement, and CLRA § 1780 Mandatory Attorney Fees

California Business and Professions Code § 7028 prohibits unlicensed contracting. The CSLB D-36 (Masonry) limited specialty designation under C-61 authorizes: mortar joint repointing and tuckpointing on brick, stone, and CMU walls; replacement of individual spalled or cracked brick units; chimney cap, crown, and firebox mortar repair; efflorescence removal from brick and CMU surfaces; lintel seal repair and joint caulking; CMU wall repointing and patching; and brick veneer crack repair. D-36 is distinct from C-29 (Masonry), which covers full masonry construction including new brick and block foundation walls, structural CMU bearing walls, brick veneer installation over new wood-frame or steel-frame construction, ornamental masonry including arches and pilasters, and precast concrete masonry systems — new construction work that requires engineering coordination beyond the repair and maintenance scope of D-36.

BIA Technical Notes on Brick Construction No. 7B "Moisture Resistance of Brick Masonry – Maintenance" is a private publication of the Brick Industry Association (BIA) — NOT a California statute, NOT California administrative code, NOT a federal regulation. BIA Technical Notes No. 7B specifies: mortar joint repointing — removal of deteriorated mortar to a depth of minimum 3/4 inch by mechanical angle grinder with mortar raking blade or by cold chisel and hammer (hand raking for historic masonry to avoid spalling adjacent brick); mortar type selection for compatibility — ASTM C270 mortar type must be matched to the compressive strength and thermal expansion characteristics of the existing masonry units; for soft historic brick (pre-1930 construction with ASTM C216 Grade MW or Grade SW absorption above 8%) Type N mortar (1:1:6 — 1 part portland cement, 1 part hydrated lime, 6 parts masonry sand by volume) must be used to prevent differential thermal stress that causes brick face spalling; for modern hard brick (post-1960 with absorption below 5%) Type S (1:0.5:4.5) may be used; efflorescence removal — soak masonry with water, apply diluted muriatic acid (1:10 acid:water), scrub with natural fiber brush, rinse within 2 minutes; penetrating water repellent sealant — silane/siloxane formulation applied by low-pressure spray to dry masonry surface. PURE KETCHUM: BIA Technical Notes No. 7B is a private BIA trade association publication — it creates no private civil right of action and no mandatory attorney fee-shifting mechanism for property owners against unlicensed California D-36/C-61 masonry contractors.

NCMA TEK Note 08-04A "Maintenance of Concrete Masonry Walls" is a private publication of the National Concrete Masonry Association (NCMA) — NOT a California statute. NCMA TEK Note 08-04A specifies: CMU repointing — rake out damaged mortar to sound substrate; apply pointing mortar (ASTM C270 Type N or S) in layers not exceeding 1/4 inch per pass to prevent high shrinkage cracking; cure each layer minimum 24 hours before applying next; efflorescence treatment using proprietary masonry cleaners per manufacturer dilution rates (generic acid cleaners can attack CMU aggregates); anchor tie inspection requirement — at any repointing project on a masonry cavity wall or masonry veneer system, the contractor must inspect accessible metal ties at locations where mortar has been removed; galvanized steel Z-ties in cavity wall construction develop rust products that expand to approximately 4 times the volume of the original iron, generating radial stress that propagates vertical or stair-step cracking through mortar joints; uncorrected corroded ties eventually fail, allowing veneer panels to detach from the backup structure. PURE KETCHUM: NCMA TEK Note 08-04A is a private NCMA trade association publication — it creates no private civil right of action and no mandatory attorney fee-shifting mechanism. AHJ building permit records constitute the second institutional anchor, confirming whether required permits were obtained and whether CSLB D-36 contractor credentials were verified.

Three Unique Distinctions in the Fee-Petition-Mechanics Series

• THE ONLY PAGE IN THE FEE-PETITION-MECHANICS SERIES with BIA TECHNICAL NOTES NO. 7B ADVISORY — private BIA trade association publication; mortar repointing removal depth minimum 3/4 inch; mortar type matching: Type N (1:1:6) for soft historic brick (ASTM C216 Grade MW absorption >8%); Type S not appropriate for soft brick — higher portland content causes differential thermal stress → brick face spalling; efflorescence removal: diluted muriatic acid (1:10) pre-wet → scrub → rinse within 2 min; silane/siloxane penetrating sealant; PURE KETCHUM — BIA Technical Notes No. 7B is a private BIA trade association publication, not a California statute, not California administrative code, creating no private civil right of action and no mandatory attorney fee-shifting mechanism; brick face replacement and re-repointing costs are recoverable as CLRA actual damages: the BIA advisory generates pre-complaint research hours: (a) confirming CSLB C-61/D-36 license status; (b) photographing brick face spalling — identifying spalled brick units, documenting location and extent on facade; (c) collecting a mortar sample from repainted joint for laboratory petrographic analysis to determine mortar type (portland-lime ratio, aggregate source, pozzolanic content); (d) retaining a masonry specialist to identify original brick ASTM C216 grade and compare mortar type to BIA Technical Notes compatibility requirement; (e) quantifying individual brick replacement cost and re-repointing cost as CLRA actual damages.
• THE ONLY PAGE IN THE FEE-PETITION-MECHANICS SERIES with NCMA TEK NOTE 08-04A MAINTENANCE OF CONCRETE MASONRY WALLS ADVISORY — private NCMA trade association publication; CMU repointing: Type N or S mortar in 1/4 inch layers; anchor tie inspection at all repointing work locations on cavity wall or veneer construction; corroded Z-tie identification by rust staining at mortar joint face; rust expansion 4× metallic iron volume → radial cracking → veneer detachment risk; PURE KETCHUM — NCMA TEK Note 08-04A is a private NCMA trade association publication, not a California statute, not California administrative code, creating no private civil right of action; anchor tie replacement and veneer reconstruction costs are recoverable as CLRA actual damages; DISTINCT FROM BIA Technical Notes No. 7B advisory [BIA covers clay brick repointing mortar type compatibility; NCMA TEK covers CMU repointing and cavity wall/veneer anchor tie inspection]: the NCMA advisory generates independent documentation: (a) reviewing whether the D-36 contractor performed anchor tie inspection during repointing; (b) inspecting accessible wall cavities for rust staining at tie locations; (c) measuring crack patterns to identify stair-step and vertical cracks indicative of tie expansion stress; (d) retaining a structural engineer to assess veneer attachment and load path integrity; (e) quantifying anchor tie replacement scope — from localized tie replacement to full veneer reconstruction — as CLRA actual damages.
• THE ONLY page with MORTAR TYPE MISMATCH BRICK FACE SPALLING / CHIMNEY CAP MORTAR FAILURE CO INTRUSION HAZARD / MASONRY VENEER ANCHOR TIE CORROSION DETACHMENT PERSONAL INJURY three-track harm — DISTINCT FROM C-29 Masonry [C-29 addresses full masonry construction; D-36 addresses masonry repair and maintenance — repointing, spall replacement, chimney repair]: Track 1 — MORTAR JOINT REPOINTING USING INCORRECT MORTAR TYPE → HIGH-STRENGTH MORTAR HARDER THAN HISTORIC BRICK → DIFFERENTIAL THERMAL EXPANSION → BRICK FACE SPALLING → FACADE DAMAGE AND HISTORIC INTEGRITY LOSS: an unlicensed D-36/C-61 who repoints pre-1930 historic brick mortar joints using Type S portland cement mortar (compressive strength 1,800 psi minimum) instead of the BIA Technical Notes No. 7B-required Type N lime mortar (compressive strength 750 psi maximum) creates a system where the repointing mortar has a much lower coefficient of thermal expansion than the softer historic brick units; during summer thermal cycling, the brick units expand against the rigid mortar; the brick face (the fired outer surface, approximately 3/8 inch thick) separates from the brick body under the cumulative compression-tension fatigue; brick face spalling appears within 2–5 years of incorrect repointing; full facade spalled brick replacement and historically compatible re-repointing cost ranges from $8,000–$35,000 for a residential structure; for structures in California Historic Building Code preservation overlay districts (CBC Appendix Chapter 1, Section 110.2), brick face spalling may trigger a heritage property notice requiring historically compatible restoration under the Secretary of the Interior's Standards for Rehabilitation; Track 2 — CHIMNEY CAP AND CROWN MORTAR REPAIR FAILURE → WATER INFILTRATION → FREEZE-THAW SPALLING → CLAY LINER CRACKING → CARBON MONOXIDE MIGRATION PATHWAY FOR GAS APPLIANCE → CO POISONING HAZARD + STRUCTURAL FIREBOX DAMAGE: an unlicensed D-36/C-61 who performs chimney cap mortar repair without properly sealing the crown (the sloped mortar cap at the chimney top above the flue tile) creates a water infiltration pathway into the firebox; water cycles through freeze-thaw in the masonry units between the crown and the firebox, causing progressive spalling of the firebox refractory brick and fracturing of the clay tile liner; cracked clay flue liner sections allow combustion gases (including carbon monoxide) to migrate from the flue into the wall cavity or into conditioned space; for gas-burning appliances (gas fireplace logs, gas furnace flue sharing), CO migration from liner cracks constitutes a life-safety hazard; chimney liner replacement ($1,500–$6,000 for flexible stainless steel liner) plus firebox reconstruction ($3,500–$9,000) are recoverable as CLRA actual damages; CO poisoning personal injury exposure makes this a high-severity matter potentially supporting Ketchum multiplier; Track 3 — MASONRY VENEER ANCHOR TIE CORROSION NOT IDENTIFIED AND NOT REPORTED DURING REPOINTING PROJECT → TIES FAIL UNDER WIND LOAD → VENEER PANEL DETACHMENT → EXTERIOR MASONRY COLLAPSE → PERSONAL INJURY: an unlicensed D-36/C-61 who repoints mortar joints on an exterior masonry veneer wall without performing the NCMA TEK Note 08-04A required anchor tie inspection creates a missed inspection risk — corroded Z-ties at the repointing locations are concealed by fresh pointing mortar without disclosure or replacement; when the corroded ties subsequently fail under dynamic wind load (California coastal exposure, or Inland Empire Santa Ana wind events), the masonry veneer panel detaches from the wood or steel frame backup structure and collapses onto the sidewalk, driveway, or adjacent structure; masonry veneer collapse personal injury constitutes a high-severity tort with potential wrongful death exposure; veneer reconstruction cost ranges from $15,000–$75,000; personal injury damages may support punitive damages under Civil Code § 3294 if gross negligence in failing to disclose known corroded tie condition is established.

PURE KETCHUM for Bus. & Prof. Code § 7028 D-36 / C-61 Masonry violations: BIA Technical Notes No. 7B is a private BIA trade association publication — no private civil right of action, no mandatory attorney fee-shifting; NCMA TEK Note 08-04A is a private NCMA trade association publication — PURE KETCHUM; CBC Title 24 Part 2 is California administrative building code — administrative enforcement; California Historic Building Code (CBC Appendix Chapter 1) is California administrative code — administrative enforcement; CLRA § 1780 mandatory attorney fee entitlement is pure Ketchum; Ketchum v. Moses 24 Cal.4th 1122 (2001); PLCM Group Inc. v. Drexler 22 Cal.4th 1084 (2000); Hensley v. Eckerhart 461 U.S. 424 (1983); Missouri v. Jenkins 491 U.S. 274 (1989) fees-on-fees.

Primary Welch Anchor: Tyler Odyssey Civil Complaint Filing Date

The Tyler Odyssey civil complaint filing date is the primary Welch temporal anchor for D-36 masonry matters. The attorney files after confirming CSLB C-61/D-36 license status, photographing brick face spalling and chimney crown condition, collecting mortar samples for laboratory petrographic analysis, retaining a masonry specialist for mortar type compatibility opinion, inspecting accessible tie locations for anchor tie corrosion, quantifying CLRA damages across all three harm tracks, and serving the CLRA § 1782 demand. The CSLB D-36/C-61 License Check date is the secondary Welch anchor. Ketchum v. Moses 24 Cal.4th 1122 (2001); PLCM Group Inc. v. Drexler 22 Cal.4th 1084 (2000).

Secondary Anchor: CSLB License Check (D-36 / C-61 Masonry) — THE ONLY D-36 Specialty Anchor in the Fee-Petition-Mechanics Series

The CSLB License Check must confirm the C-61/D-36 Masonry limited specialty designation — distinct from C-29 (Masonry full specialty, which covers new masonry construction). Three scenarios generate § 7028 liability: (a) no CSLB license at all; (b) expired, suspended, or revoked C-61/D-36 license; (c) a painting or general maintenance contractor who performs masonry repointing without the D-36 limited specialty. For chimney repair projects exceeding $500 combined labor and materials, the D-36 designation is required. This page is THE ONLY D-36 Masonry specialty anchor in the fee-petition-mechanics series — distinct from C-29 Masonry.

Billing Gap 1 — CSLB D-36/C-61 License Check, AHJ Building Permit Review, BIA Mortar Compatibility Documentation, NCMA Anchor Tie Inspection, and § 1782 Demand (5.25 hrs/yr = $1,575–$2,625)

The first billing gap covers pre-complaint advisory for D-36 masonry repair matters.

• Searching CSLB License Check for C-61/D-36 designation and establishing the secondary Welch anchor: confirming D-36 limited specialty presence or absence; evaluating C-29 distinction (new masonry construction vs. repair and maintenance); confirming license status, bond, and workers compensation at contractors.ca.gov.
• Reviewing AHJ building permit records — second institutional anchor for D-36 matters: AHJ building permit records confirm whether a permit was obtained for the chimney repair or veneer repointing; CBC requires building permit for chimney repair and masonry veneer work; permit records confirm whether D-36 license number was listed.
• Documenting BIA mortar compatibility failure for Track 1 brick spalling: photographing brick face spalling — mapping spalled units by location and elevation; collecting mortar core samples (1-inch diameter core through repainted joint) for petrographic laboratory analysis to determine mortar type; retaining masonry specialist to identify original brick ASTM C216 grade (absorption test or historical date estimation) and compare to BIA Technical Notes No. 7B mortar type requirements.
• Performing NCMA anchor tie inspection for Track 3 veneer risk: identifying rust staining at mortar joint faces indicating corroded Z-ties beneath; measuring crack pattern for stair-step vertical cracking indicative of tie expansion; retaining structural engineer to assess veneer load path and anchor tie condition.
• Track 2 chimney cap inspection and CO risk documentation: photographing chimney crown deterioration; retaining a Certified Chimney Sweep (CSIA-certified) to inspect flue liner integrity with video inspection equipment; documenting CO migration pathway risk from cracked liner sections.

Billing Gap 2 — Active Litigation: Masonry Specialist, Structural Engineer, CSIA Chimney Inspector, and Three-Track Damage Quantification (4.00 hrs/yr = $1,200–$2,000)

The second billing gap covers expert coordination across the three D-36 harm tracks.

• Masonry specialist — to confirm BIA mortar type mismatch and brick spalling causation: masonry specialist performs petrographic analysis report, confirms mortar incompatibility with historic brick grade, provides scope and cost for historically compatible re-repointing and spalled brick unit replacement.
• Structural engineer — to assess Track 3 veneer anchor tie condition and collapse risk: structural engineer performs visual survey, documents anchor tie corrosion indicators, assesses structural load path with degraded ties, recommends tie replacement scope and veneer reconstruction approach, and provides collapse risk opinion for potential personal injury exposure.
• CSIA-certified chimney sweep — to document Track 2 flue liner cracking and CO migration: chimney sweep performs video flue inspection, documents liner crack locations and severity, confirms CO migration pathway risk for gas appliance, and provides chimney liner replacement and firebox reconstruction cost estimate.
• Settlement valuation incorporating all three harm tracks: D-36 three-track settlement demand integrates brick replacement cost, chimney repair cost, anchor tie replacement or veneer reconstruction cost, and any personal injury exposure.

Billing Gap 3 — CLRA § 1780 Fee Petition, Pure Ketchum Multiplier, Lodestar Documentation, and Missouri v. Jenkins Fees-on-Fees (4.00 hrs/yr = $1,200–$2,000)

The third billing gap covers fee recovery preparation across all three D-36 harm tracks.

• Documenting the CLRA § 1780 lodestar from the CSLB D-36/C-61 License Check date: mortar sample collection and petrographic laboratory coordination; BIA Technical Notes mortar compatibility analysis; NCMA TEK anchor tie inspection coordination; structural engineer retention and consultation; CSIA chimney video inspection coordination; brick unit spalling mapping and photography — all fee-petition-eligible.
• Briefing the pure Ketchum multiplier: novelty/difficulty — BIA Technical Notes mortar compatibility analysis (ASTM C270 Type N vs. S porosity and thermal expansion coefficient differential; petrographic analysis methodology for determining existing mortar type; lime:portland ratio analysis from thin-section microscopy); NCMA TEK anchor tie corrosion metallurgy (galvanic corrosion mechanism; rust volumetric expansion coefficient 4×; radial stress propagation through mortar joint); chimney flue liner crack CO migration pathway analysis; California Historic Building Code Section 110.2 heritage property notice risk analysis; punitive damages exposure under Civil Code § 3294 for knowing concealment of corroded anchor tie condition; Ketchum v. Moses 24 Cal.4th 1122 (2001); PLCM Group Inc. v. Drexler 22 Cal.4th 1084 (2000).
• Missouri v. Jenkins fees-on-fees for the fee petition: Missouri v. Jenkins 491 U.S. 274 (1989); Hensley v. Eckerhart 461 U.S. 424 (1983).

Total Annual Billing Gap — Three-Gap Summary

• Gap 1 (D-36 CSLB search, AHJ permit review, BIA mortar compatibility documentation, NCMA anchor tie inspection, chimney video inspection, § 1782 demand): 5.25 hrs = $1,575–$2,625/yr
• Gap 2 (masonry specialist, structural engineer, CSIA chimney inspector, three-track damage quantification): 4.00 hrs = $1,200–$2,000/yr
• Gap 3 (CLRA § 1780 fee petition, pure Ketchum multiplier, lodestar documentation, fees-on-fees): 4.00 hrs = $1,200–$2,000/yr
• Total: 13.25 hrs = $3,975–$6,625/yr untracked at $300–$500/hr median California solo practitioner rate