San Luis Obispo City Council
November 12, 2024

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HISTORIC BRICK UNIT MASONRY REPOINTING 04 03 23 - 11

3.6 FIELD QUALITY CONTROL
A. Preservation Architect's Project Representatives: Architect will assign Project representatives to help carry out Architect's responsibilities and assist the City’s representative at the site, including observing progress and quality of portion of the Work completed. Allow Preservation Architect's Project representatives use of scaffolding, as needed, to observe progress and quality of portion of the Work completed.

B. Notify Preservation Architect's Project representatives in advance of times when scaffolding will be relocated. Do not relocate scaffolding until inspectors and Preservation Architect's Project representatives have had reasonable opportunity to make inspections and observations of work areas at scaffold location.

END OF SECTION 04 03 23

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AWS welding symbols (distinguishing between shop and field welds), and in accordance with AISC standards. Include all dimensional and geometric information. Weld access hole dimensions shall be provided along with surface profile and finish requirements.

3. Shop and erection drawings shall include connection material specifications and sizes. Erection drawings shall indicate the locations of all slip-critical bolts.

4. Shop and erection drawings shall identify any non-destructive testing to be performed by the fabricator, if any.

5. Provide setting drawings, templates. and directions for installation of anchor bolts and other anchorage.

6. Erection drawings shall identify those joints, or groups of joints, in which a specific assembly order, welding sequence, or other special precautions are required.

B. Welding:

1. Welding Procedures: Submit written welding procedure specifications (WPS's) conforming with AWS D1.1 (and AISC 341 Appendix W if applicable) for review prior to performing any welding. Include an index of all WPS's and identify in the index whether the procedure will be used in the shop, field, or both. The WPS variables shall be within the parameters established by the filler-metal manufacturer. Filler metal manufacturer and manufacturer's electrode identification shall be considered essential variables and shall be identified on each WPS.

Include electrode manufacturer's data sheet with each WPS showing recommended ranges and demonstrating that electrodes and electrode-flux combinations meet the requirements for H16 as tested in accordance with AWS A4.3. Do not include welding procedures that do not apply to welds on the project. Submittals containing welding procedures not intended for use on the project will be rejected.

2. Welding Procedure Qualification Records: Where WPS's are not prequalified by AWS D1.1, submit procedure qualification records with WPS's.

C. Manufacturer's Proofs of Compliance for Materials:

1. Certification that materials meet requirements specified. Steel must be identified by the mill using the appropriate ASTM designation. Certified manufacturer's mill analyses and test reports covering chemical and mechanical properties shall be submitted.

2. Steel not properly identified shall be tested to meet the minimum chemical and mechanical requirements of the ASTM standard appropriate for the steel specified.

3. Provide material test reports for bolts, nuts, washers, and shear connectors.

D. Samples: Provide as requested by the Owner's Testing Agency.

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1.4 QUALITY ASSURANCE
A. All work shall conform to the 2022 California Building Code.

B. Fabricator and Erector shall have been regularly engaged at least 3 years in the fabrication and erection of structural steel.

C. A certified copy of the mill test on each heat of steel to be supplied shall be submitted to the Project Inspector and reviewed by the Testing Laboratory prior to fabrication. All steel must be identified and accompanied by a certified mill certificate, or testing will be required. The contractor will be responsible for the testing to determine mechanical properties of all structural steel lacking mill test certificates.

D. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions and Division 1 General Requirements of these Specifications.

1.5 PRODUCT DELIVERY STORAGE AND HANDLING
A. Delivery of materials to be installed under other Sections.

1. Anchor bolts and other anchorage devices which are embedded in cast-inplace, precast/tilt-up concrete, or masonry construction shall be delivered to the project site in time to be installed before the start of cast-in-place concrete or masonry work.

2. Provide setting drawings, templates, and directions for the installation of the anchor bolts and other devices.

B. Storage Materials:

1. Structural steel members which are stored at the project site shall be above ground on platforms, skids or other supports.

2. Steel shall be protected from corrosion.

3. Other materials shall be stored in a weather tight and dry place, until ready for use in the work.

4. Packaged materials shall be stored in their original unbroken package or container.

PART 2 − PRODUCTS

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2.1 MATERIALS
A. Steel plates and miscellaneous metals shall conform to ASTM A36, Fy=36 ksi typical except where noted as ASTM A572, Fy=50 ksi.

B. Hollow Structural Steel and Tube Steel shall conform to ASTM A500, Grade B, Fy=46ksi.

C. Machine Bolts shall conform to ASTM A307 typical except where noted as ASTM A325-N, ASTM A325-X, ASTM A325-SC, or ASTM A490-X.

D. Threaded Rods shall conform to ASTM F1554, Grade A36 typical except where noted as ASTM A193, Grade B7 or ASTM A449.

E. Nuts and Washers

1. A307 Bolts and ASTM F1554 Threaded Rods – Nuts shall conform to ASTM A563, Grade A and Washers shall conform to ASTM F844.

2. A325 Bolts and ASTM A193 or ASTM A449 Threaded Rods – Nuts shall conform to ASTM A563 Grade DH and Washers shall conform to ASTM F436.

3. A490 Bolts – Nuts shall conform to ASTM A563 Grade DH and Washers shall conform to ASTM F436.

F. Welded Studs shall Nelson H4L welded studs conforming to ASTM A108 or approved equal.

G. Welding Electrodes shall be E70 series.

H. Primer conforming with Federal Specification TT-P-645A.

I. Hot dip and cold process galvanizing ASTM A123 and ASTM A780.

2.2 SOURCE QUALITY CONTROL
A. Testing Agency shall perform the following:

1. Review mill test certificates and verify that material to be supplied matches the mill certificates and complies with DSA requirements of CBC Section 2203A.1.

2. All steel must be identified and accompanied by a manufacturer’s certified mill certificate, or testing will be required. The contractor will be responsible for the testing to determine mechanical properties of all structural steel lacking mill test certificates.

3. All bolts, nuts, washers, and treaded rods and other fasteners must be identified and accompanied by a manufacturer’s certified mill certificate, or testing will be required. The contractor will be responsible for the testing to determine mechanical properties of all fasteners lacking mill test

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certificates.

PART 3 − EXECUTION

3.1 INSPECTION
A. Survey the base structure before proceeding with erection foundations to support construction and verify the following:

1. Correct location and elevation of bearings and anchor bolts.

2. Absence of other conditions to adversely affect erection of steel.

B. Do not begin erection before corrective measures for unsatisfactory conditions have been agreed upon with the Architect, the corrective measures have been implemented, and the Erector is fully satisfied for correctness.

C. Survey the final erected structural steel frame prior to the application of any other work, reporting any discrepancies from the Contract Documents to the Architect.

3.2 PREPARATION
A. Provide column anchor rods, plate washers, and setting templates for setting anchor bolts as required. Provide 1/8 inch minimum steel plate setting templates for anchor bolts.

B. Supervise setting of anchor bolts and other embedded items required for erection of structural steel. Be responsible for correct bearing of steel and correct location of anchor bolts. Provide necessary shim plates, etc, for levelness.

3.3 ERECTION
A. General Requirements:

1. Erect structural steel in accordance with the CBC and the AISC Specifications for Structural Steel Buildings, and the AISC Code of Standard Practice for Steel Buildings and Bridges.

2. Protect all materials from corrosion and keep free of dirt, grease, and other foreign matter.

3. Ensure steel is plumb, level and in accurate alignment before making final connections.

4. Field corrections of major members will not be permitted without the Engineer's prior approval

5. Provide temporary shoring and bracing members with connections of sufficient strength and stiffness to bear imposed loads. Remove temporary members and connections when permanent members are in place and final connections are made. Provide temporary guy lines to achieve proper alignment of structures as erection proceeds. Structural frame is not

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considered self-supporting until completion of structural work, including casting of concrete floor slabs.

B. Column Bases and Bearing Plates:

1. Attached Column Bases and Bearing Plates: Align with wedges or shims.

2. Loose Column Bases and Bearing Plates: Where too heavy to be placed without derrick or crane, set, wedge and shim.

3. Grouting: Grout in accordance with requirements of Concrete, Cast-InPlace Section.

C. Field Assembly:

1. Control all erection procedures and sequences including but not limited to temperature differentials and weld shrinkage.

2. Clean bearing surfaces and surface to be in permanent contact before assembling members.

3. Accurately assemble frames to lines and elevations indicated, within erection tolerances noted. Perform necessary adjustments to compensate for discrepancies in elevations and alignment.

4. Ensure assembly is plumb, level and aligned before final connecting.

5. Install all beams and girders with cambers up (except cantilevers).

6. Do not fasten splices of compression members before abutting surfaces comply with AISC bearing requirements.

7. Establish leveling and plumbing measurements on mean operating temperature of structure. Make allowances for difference between temperature at time of erection and mean temperature at which structure will be when completed and in service.

8. Promptly grout beneath column base plates after the structural steel frame or portion has been plumbed and before casting of any slab concrete on metal decks.

D. Bolting:

1. As erection progresses, bolt up work to take care of all dead loads, construction live loads, lateral and wind forces and erection stresses.

2. Unless otherwise noted, erection bolts used in welded construction may be either tightened securely and left in place or removed and the holes filled with plug welds.

3. High Strength Bolting:
a. Shall be performed in accordance with AISC 360.
b. Contact surfaces shall be free of oil, paint, lacquer or other coatings.
c. Install hardened washers per AISC 360 and referenced standards. d. Tighten all nuts of slip critical connections using (1) properly calibrated wrenches, (2) by the "Turn-of-Nut" method, or (3) by

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the use of a Direct Tension Indicator. Minimum bolt tension as per AISC 360 for each bolt size used. Check wrenches for accuracy of calibration at least once each day.
e. When slip critical bolts have been completely tightened, mark with identifying symbol.
f. Tighten nuts of bolts not designated as slip critical to snug tight condition and ensure all plys of connection are brought into snug contact.

D. Welding

1. Conform to AISC and AWS D1.1 for the details of joints, the technique of welding employed, the appearance and quality of welds made, and the methods used in correcting defective work.

2. Perform welding in accordance with a written WPS which has been reviewed. Provide welders and inspectors with reviewed WPS for the joint being welded.
a. Use equipment that supplies proper current, voltage, etc. and provide suitable meters and means of adjustment for current and voltage.
b. Clean surfaces for rust, paint, and foreign matter of any kind.

Remove scale by wire brush, chipping or hammering as required.

Before welding thermal cut edges, chip clean and grind to bright metal. Clamp members as required and space and alternate welds to prevent warping or misalignment.
c. For weld joint profiles, meet dimensional requirements and maximum tolerances specified by AWS D1.1 or as specified in approved PQR's. Correct joint fit-up that does not comply using approved procedures and obtain approval by the inspector before welding proceeds.
c. Ensure welds present a uniform surface, free of defects as defined by AWS, and without undercutting or overlapping and free of excessive oxides, gas pockets, and non-metallic inclusions. Make welds with the proper number of beads or passes to secure sound, thoroughly fused joints. Do not exceed maximum layer height and bead width specified in AWS
D1.1. Clean each pass by chipping and wire brushing to remove scale and slag before placing any additional weld material. e. For highly restrained connections and/or welds, design the welding sequence to minimize distortion of the members and to minimize the buildup of internal stresses.

F. Temporary Bracing: Introduce wherever necessary to provide for all loads to which structure is subjected including erection equipment and its operation. Leave in place until no longer required for safety. Make proper provisions for construction loads, piles of materials, equipment, etc., carried by structural frame

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during erection. Contractor shall be solely responsible for frame during erection.

G. Touch-Up Painting:

1. Immediately after steel erection, clean filed welds, bolted connections, and abraded areas of shop paint. Apply paint to exposed areas using same material as used for shop painting.

2. Apply by brush or spray to provide minimum dry film thickness of 1.5 mils.

3.4 CLEANUP
A. After erection thoroughly clean surface of foreign or deleterious matter such as dirt, mud, oil or grease that would impair bonding of fireproofing or concrete.

3.5 REPAIRS AND PROTECTION
A. Galvanized Surfaces: Clean areas where galvanizing is damaged or missing and repair galvanizing to comply with ASTM A780.

3.6 QUALITY CONTROL
A. The Owner's Testing Agency will test and inspect in accordance with the AISC requirements and as required, and as follows:

1. Bolting: High strength bolted connections shall be inspected and tested.

The inspector shall check the materials, equipment, details of construction, and installation procedure. For slip-critical connections, check bolt tightness on not less than ten percent of bolts selected at random in each high strength bolt connection with a minimum of two bolts per connection.

Connections that are not designated slip-critical need not be inspected for bolt tension other than to ensure that the plies of the connected elements have been brought into snug contact. Inspection procedure will be as described in AISC 360.

2. Welding Inspection: Visual inspection by a qualified welding inspector is required for all welding performed in the shop and field, including installation of automatic end-welded shear stud connectors. The minimum requirements for a qualified welding inspector are those for an AWS associate welding inspector (AWI) or senior welding inspector (SWI), as defined in the provisions of AWS B5.1 Standard Qualification of Welding Inspectors, except AWIs may be used under the direct supervision of WIs, on site and available when weld inspection is being conducted. In addition to inspecting the welds, the welding inspector shall check the material (certificates of compliance), welding equipment, details of construction (including fit-up), welder qualifications (Verify welder certifications are valid for process, position, and thickness to be welded), storage of electrodes, and adherence to the WPS. The welding inspector shall

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maintain a record of welds inspected, name of welder who performed weld, defects found, and disposition of each defect. Defective welds shall be repaired and the cost of restoring defective welds shall be borne by the contractor.

3. Inspection and Test Reports: The inspector shall furnish the architect, structural engineer, and building official with a report stating that the work has been completed in compliance with AWS 01.1 and the approved project plans and specifications.

B. The Contractor shall:

1. Make no extra charge for any handling of steel required for complete foursided inspections of members at Engineer's request. It is not anticipated that a complete four-sided inspection of all members will be undertaken.

Such inspection will be necessary in case of dispute or uncertainty regarding adherence to Drawings and Specifications.

2. Repair defective welds or flaws, lamellar tearing, and replace defective studs.

3. Pay for retesting of repaired defective welds flaws and studs.

4. Cooperate to the fullest extent to accommodate inspection agency personnel with the on-site testing and inspection procedures.

5. Assume full responsibility and pay for all corrective work.

END OF SECTION

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ROUGH CARPENTRY 06 10 00 - 1
SECTION 06 10 00

ROUGH CARPENTRY
PART 1 − GENERAL

1.1 SUMMARY
A. This Section includes all labor, materials, equipment, operations, or methods listed, mentioned or scheduled on the plans and/or herein specified, including all incidentals necessary and required for completion of work under this Section.

B. Provide and install rough carpentry work shown on the project Drawings, including but not limited to:

1. Wood framing, sheathing, blocking, furring, nailers, backing panels for utilities, miscellaneous wood, connectors and hardware.

1.2 RELATED SECTIONS
A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Special Conditions and Division 1 of these Contract Documents.

B. Document 05 12 00, Structural Steel

1.3 SUBMITTALS
A. Comply with provisions of City Standard Specification, Submittal Procedures.

1.4 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions.

PART 2 − PRODUCTS

2.1 MATERIALS
A. Dimension Lumber: surfaced 4 sides, 19% maximum moisture content, manufactured and graded per WWPA grading rules and all pieces grade stamped:

1. Joists, Rafters, Beams, Headers: up to 3x Cedar No 2, 4x Cedar No 1

2. Architectural Trims: Cedar No 2
B. Sheathing

1. Shall be minimum 3/4” marine grade plywood type rated Sturd-1-Floor, Premium ”B” grade veneer with exterior waterproof glue (Exposure 1), span rating 24” on center, species Group 2 or better.

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ROUGH CARPENTRY 06 10 00 - 2
C. Wood Treatment

1. Treat all above ground wood exposed to deterioration by moisture and all wood in contact with concrete, the ground, or fresh water.

2. Lumber, Timbers, Bridge and Mine Ties in ground contact, concrete contact, exposed to moisture or fresh water - Preservative treatment:

Pressure-treated with waterborne preservatives, to comply with AWPA Pressure treating standard C2. Minimum net retention shall be .4 pounds per cubic feet.

3. Pressure-treated lumber to bear approved quality mark by an accredited ALSC third party inspection agency to assure treatment is in conformance with appropriate AWPA standards.

4. Handling, fabrication, field treating and disposal of cutoffs shall be in conformance with AWPA M4. Field treat with Copper Naphthenate solution with preservative concentration of no less than 2% copper metal.

5. Kiln dry after treatment to 19% maximum moisture content for lumber, and 15% for plywood.

6. Precautions for wood preservatives and treatment:
a. Post “Consumer Information Sheet: and “Material Safety Data Sheet: as required by California Proposition 65.
b. Store treated lumber and plywood only within a secure fenced area.
c. Take all possible steps to prevent unlawful use or disposal. Take all possible steps to insure that treated wood scraps are not burned. d. Build an approved “Dip Tank” for flood coating and treating cut ends of wood members.
e. Keep wood preservative and dip tank in a cool and ventilated locked enclosure when not in use.

D. Fasteners

1. All nailing for structural work shall be in conformance with CBC Table 23-II-B-1 - Nailing Schedule. All nails exposed to earth, pressure treated lumber or weather shall be hot dipped galvanized or shall be of stainless steel.

2. Pneumatically driven nails will be allowed only upon submission of ICBO reports approving the nails for the use intended and with an equivalent load capacity as for the common wire nail specified. Pneumatically driven nails shall be driven flush with the surface of the wood.

3. All machine bolts shall conform to the requirements of ASTM Standard A 307, Grade A. All machine bolts, nuts and washers exposed to earth, pressure treated lumber or weather in the completed structure shall be hot dipped galvanized.

4. Bolts shall be installed with cut washers under the heads and/or nuts where the head or nut would otherwise bear on the wood.

5. All connectors and fasteners exposed to earth, pressure treated lumber or weather in the completed structure or treated lumber shall be hot dip galvanized after fabrication or Type 304 and 316 stainless steel. Never mix galvanized steel with stainless steel in the same connection to prevent physical contact of dissimilar metals.

E. Metal Framing Devices

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ROUGH CARPENTRY 06 10 00 - 3

1. Proprietary framing devices - Manufactured by Simpson Strong-Tie Company or approved equal, installed in conformance with the manufacturer's specifications. All specified fasteners must be installed. All such fasteners shall be of the largest size and quantity specified in the manufacturers published schedules, unless noted otherwise. All connectors and fasteners exposed to weather shall be hot dip galvanized after fabrication.

2. Fabricated Metal Devices: per Document 05 12 00, Structural Steel.

PART 3 − EXECUTION

3.1 INSTALLATION
A. Construction methods and project safety: the contract documents represent the finished structure and do not indicate methods, procedures or sequence of construction. Take necessary precautions to maintain and ensure the integrity of the structure during construction. Contractor shall design, construct and maintain all safety devices, including shoring and bracing, and solely responsible for conforming to all local, state and federal safety and health standards, laws and regulations.

B. Wood framing: Comply with recommendations of CBC Chapter 23, Division IV – Conventional Light Frame Construction, and NDS National Design Specifications for Wood Construction.

C. Plywood: Comply with recommendations of APA Design and Construction Guide - Residential and Commercial. Space panel ends and edges with 1/8” minimum gap. Where wet or humid conditions prevail, double this spacing.

D. Provide nailers, blocking and grounds where required. Set work plumb, level and accurately cut. Fire and draft blocks shall be as specified per CBC Section 708.

E. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with other work.

F. Comply with manufacturer's requirements for cutting, handling, fastening and working with treated materials.

END OF SECTION

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EXTERIOR ARCHITECTURAL WOODWORK 064013 - 1
SECTION 06 40 13 - EXTERIOR ARCHITECTURAL WOODWORK
PART 1 - GENERAL

1.1 SECTION REQUIREMENTS
A. Submittals: Shop Drawings.

B. Quality Standard: AWI, AWMAC, and WI's "Architectural Woodwork Standards." C. Forest Certification: Provide woodwork produced from wood obtained from forests certified by an FSC-accredited certification body to comply with FSC STD-01-001, "FSC Principles and Criteria for Forest Stewardship."
PART 2 - PRODUCTS

2.1 MATERIALS
A. Lumber: DOC PS 20 and grading rules of inspection agencies certified by American Lumber Standards Committee Board of Review.

B. Softwood Plywood: DOC PS 1.

C. Preservative Treatment: Comply with WDMA I.S.4 for items indicated to receive water-repellent preservative treatment.

D. Fasteners for Exterior Woodwork:

1. Nails: hot-dip galvanized or stainless steel.

2. Screws: hot-dip galvanized or stainless steel.

2.2 EXTERIOR FINISH CARPENTRY
A. Exterior Lumber Trim: Smooth-textured, Clear All Heart redwood, or Clear yellow cedar.

1. Maximum Moisture Content: 15 percent.

B. Complete fabrication to maximum extent possible before shipment to Project site.

Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting.

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EXTERIOR ARCHITECTURAL WOODWORK 064013 - 2
C. Backout or groove backs of flat trim members and kerf backs of other wide, flat members, except for members with ends exposed in finished work.

D. Exterior Standing and Running Trim: Made from all heart redwood or yellow cedar.

E. Exterior Ornamental Work: Made from yellow cedar or all heart redwood.

F. Shop prime woodwork for opaque finish with one coat of specified wood primer.

G. Backprime with one coat of sealer or primer, compatible with finish coats. Apply two coats to surfaces installed in contact with concrete or masonry and to end-grain surfaces.

PART 3 - EXECUTION

3.1 INSTALLATION
A. Install woodwork to comply with referenced quality standard for grade specified.

B. Install woodwork true and straight with no distortions. Shim as required with concealed shims. Install level and plumb to a tolerance of 1/8 inch in 96 inches.

C. Scribe and cut woodwork to fit adjoining work, and refinish cut surfaces or repair damaged finish at cuts.

D. Anchor woodwork to anchors or blocking built in or directly attached to substrates.

Fasten with countersunk concealed fasteners and blind nailing. Use fine finishing nails for exposed nailing, countersunk and filled flush with woodwork.

E. Standing and Running Trim: Install with minimum number of joints possible, using full-length pieces (from maximum length of lumber available) to greatest extent possible. Do not use pieces less than 36 inches long, except where shorter single-length pieces are necessary. Scarf running joints and stagger in adjacent and related members.

END OF SECTION

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WOOD RESTORATION AND REHABILITATION 064085-1
SECTION 064085 - WOOD RESTORATION AND REHABILITATION
PART 1 - GENERAL

1.1 SUMMARY
A. Principal Work in this Section: Clean, refinish, and restore woodwork. The Work includes:

1. Cleaning of items as directed.

2. Cleaning and refinishing of items as directed.

3. Repair damage; fill holes and losses; replace missing elements.

4. Re-finish woodwork to match existing.

5. The work described applies to items noted on the drawings or per direction, such as window, and door trim.

B. Present Condition:

1. Locations of existing woodwork are noted on Drawings. The Drawings do not, however, fully describe the condition or extent of damage of each individual wood artifact.

Contractor is responsible for field verifying, repairing, and refinishing all woodwork to remain or be reinstalled. Contractor to inspect site conditions as well as woodwork held in storage prior to bidding.

C. Related Sections: Documents affecting the work of this Section include, but are not necessarily limited to, the Sections listed below:

1. Section 06 10 00 Rough Carpentry

2. Section 06 40 13 Exterior Architectural Woodwork

3. Section 09 91 00 Painting

4. Section 09 91 10 Preparation of Historic Wood and Metal Surfaces for Painting

1.2 QUALITY ASSURANCE
A. Restoration Specialist: Contractor shall have not less than ten (10) years successful experience in comparable woodworking, and wood restoration. Employees assigned to the Work must be skilled in the processes, and operations indicated.

B. Codes and Standards:

1. Adhere to applicable local, State and Federal laws, and requirements.

2. Contractor to require observance of applicable federal and state agency, industry, and manufacturer recommended safety regulations, and precautions.

C. Performance Standards: Work shall match and blend seamlessly, and unobtrusively with adjacent finishes.

D. Mock-ups: Contractor to prepare mock-up of repair and refinishing for each material required:

1. Location and size of mock-ups to be determined by approved mock-up proposal.

2. Mock-ups to demonstrate the full range of work required for each material. Provide multiple mock-ups where necessary to demonstrate the range of work.

3. Mock-ups to test multiple stain colors or finishes, as directed by Owner.

4. Contractor to consult with manufacturer's field representative prior to coating mock-up.

5. Contractor to photograph before and after conditions, and document procedures and products used (see Submittals).

6. Completed and approved mock-ups shall serve as the minimum standard by which all subsequent work in this Section will be judged. Conformance with mock-ups, however, does not relieve the Contractor of responsibility for insuring that field production matches and blends seamlessly, and unobtrusively with existing.

7. Approved mock-ups shall be retained and protected for the duration of the work.

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WOOD RESTORATION AND REHABILITATION 064085-2

8. Do not begin work until mock-ups are approved by Owner.

1.3 SUBMITTALS
A. Statement of Qualifications: List of recently completed projects including project name, location, name of Owner, and description of work and products used. Certification that contractor/applicator is experienced in the application of the specified products.

B. Product Data: Provide manufacturer's current product data sheets on all products to be used for the Work.

C. Removals Plan: Submit removals plan complying with requirements stipulated in Section 024291.

D. Protection Plan: Describe methods for protecting surrounding areas, surfaces, and personnel during the work from contact with strippers, stains, coatings, or other potential sources of damage.

E. Schedule of Work: Submit schedule of work, including all required mock-ups, submittals, and execution steps.

F. Mock-up Proposal: Submit detailed proposal for mock-ups indicating locations and physical extent of mock-ups, proposed restoration and cleaning techniques, and proposed products.

G. Mock-up Documentation Submittals: Contractor shall document, in writing, the procedures used in the preparation of the mockups. This documentation will include the following information:

1. Cleaning, staining and/or refinishing materials used including concentrations, number of applications, surface preparation method, order, and duration of applications.

2. Equipment used.

3. Accessory materials used.

4. Waste disposal requirements.

5. Photographs: Contractor to provide digital photographs documenting "before" and "after" conditions. Provide close-up detail photographs, as well as overall views.

H. Samples: Samples of replacement wood described in this Section will be required for approval before proceeding with the remainder of the Work. Samples to have specified finish.

I. Shop Drawings: Shop drawings for all newly fabricated wood and for existing elements to be removed and installed, indicating dimensions, and details of attachment.

1.4 DELIVERY, STORAGE, AND HANDLING
A. Delivery: Deliver materials to site in manufacturer's original, unopened containers and packages with labels clearly identifying product name and manufacturer.

B. Storage and Handling: Store containers upright in a cool, dry, well-ventilated place, out of the sun. Store away from all other chemicals and potential sources of contamination. Keep lights, fire, sparks, and heat away from containers. Do not drop onto or slide across sharp object. Keep containers tightly closed when not in use. Store and handle materials in accordance with manufacturer's instructions.

1.5 JOB CONDITIONS

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WOOD RESTORATION AND REHABILITATION 064085-3
A. Risks: It should be noted that there are inherent risks and health hazards involved with the use of wood finishing chemicals. It will be the responsibility of the Contractor to ensure that safety precautions are taken, that respirators with chemical cartridge filters meeting NIOSH and MSHA regulations TC23C are worn when appropriate, as well as solvent resistant gloves and aprons. It shall also be the responsibility of the Contractor to inform all personnel of the risks involved in the work and to make available to them the Material Safety Data Sheets for all products in use, per OSHA regulations.

B. Historic Building-Required Care:

1. Building materials and components shall be considered very fragile and must be dismantled, removed, worked-on, and transported, and in general, handled with special care.

2. Costs of such repair and restoration may be significant and shall be borne by Contractor.

3. Protection of existing materials, surfaces, and finishes is of great importance.

C. Environmental Conditions:

1. Surface and air temperatures must be a minimum of 40 degrees F.

2. Area to be properly ventilated.

3. Work area to be protected from pedestrians.

PART 2 - PRODUCTS

2.1 MATERIALS
A. General: Materials shall conform to the following requirements and shall be new, of the highest grade, free from defects, and of recent manufacture. Alternate materials and procedures are to be used only with the approval of Owner and are to match performance sample.

B. Glue: Acceptable glues for the restoration of the woodwork include aliphatic emulsion, casein glue, polyvinyl acetate (PVA) emulsion, and synthetic joinery grade glues.

C. TSP: Tri-sodium phosphate, any name brand.

D. Paint and Varnish Remover: Should be proven effective in removing all existing finish.

Citristrip, non-methylene chloride based stripper from Wm. Barr Branded Sales (800/235- 3546).. "Nu-Tec" stripper from Nu-Tec Ind. Chew Mfg. Inc. / Bay City, Michigan 48706; "Master Strip extra thick," distributed by McBride Chemical, Glendale, CA, or equal. Caustic Soda-based removers not permitted.

E. Filler: Filler acceptable for use include "Jasco," "Mohawk" or Ren-Weld carvable wood epoxy, Liquid Wood® or Wood Epox® by Abatron, Inc., or other filler capable of being color matched to wood surface color.

F. New or Replacement Materials: Missing or reproduced parts and components must be fabricated of dried lumber of correct moisture content. Match wood genus and species with lumber cut in matching grain and pattern for each type of wood artifact.

G. Tools: Tools required include both soft and stiff bristle brushes, copper or steel bristle brushes, medium and fine steel wool, medium and fine sandpaper, syringes, spatulas, screwdrivers, pry bars, respiratory protection masks with chemical cartridges meeting NIOSH and MSHA regulations TC23C, cotton rags, alcohol heat lamp with small burn-in knife, chisels, and solvent proof gloves, and other tools as deemed necessary by the Contractor.

PART 3 - EXECUTION

3.1 GENERAL

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WOOD RESTORATION AND REHABILITATION 064085-4
A. Contractor shall note that the wood elements are old, valuable, and inherently fragile. Great care must be exercised throughout all phases of this Work to protect woodwork, as well as adjacent walls and floors.

B. On-Site Work: Where items of historic fabric are to be renovated on-site, work to be executed in clean, well-ventilated work area, protected from other areas of the project.

C. Off-Site Work: Where items are to be renovated off-site, follow requirements of Section 024291, "Removal and Salvage of Historic Construction Materials." D. Preparation:

1. Remove all nails, screws, or other protruding objects.

2. Remove all signs or other extraneous objects. Label and store as directed by Owner.

3.2 TREATMENT PROCESS
A. Removal of Previous Finishes and Refinishing:

1. Remove all finishes and stain from surface by applying chemical stripper, per manufacturer's printed instructions. Remove residue of strippers, varnish, and stain from surface using medium coarse steel wool and flexible spatula.

2. Neutralize stripped surface with TSP/water mixture using nylon brush.

3. Allow the newly stripped surfaces to dry at least 24 hours before starting the sanding process.

4. Sand all surfaces using 100 grit garnet sandpaper and then 220 grit garnet sandpaper. All sanding shall be done with the grain of the wood. Cross grain sanding is not acceptable.

Dust surfaces with a soft bristle brush and then lightly wipe surfaces with a tack cloth.

5. Repair any wood damage per Article 3.4, "Wood Repair."

6. Brush-on stain with soft bristle brush, allow to dry 30 minutes or as recommended by manufacturer, and then wipe off excess. Follow manufacturer's printed directions.

7. Allow surface to dry thoroughly for 12 hours.

8. Apply the first coat of primer to surfaces, and allow to dry for 24 hours.

9. Lightly sand primed surfaces using 220 grit sandpaper, and wipe with a tack cloth.

10. Apply the finish coats of paint.

3.3 REMOVAL OF EXISTING FINISH
A. Removal of existing finish for wood surfaces:

1. All exposed surfaces shall be inspected for foreign material such as thick paint, chewing gum or other thick deposits. Any such material shall be removed mechanically with hand scrapping, no machine sanding allowed.

2. Stripping shall be carried out in a controlled manner. In situ work shall be masked and protected to ensure that adjacent surfaces are not marred or damaged by the treatment of the woodwork.

3. Strippers shall be used in accordance with manufacturer's directions.

3.4 WOOD REPAIR
A. Procedures:

1. See related Sections for wood repair.

3.5 REFINISHING OF WOODWORK
A. General:

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1. It is the aim of this treatment that all woodwork be given a consistent treatment with materials and procedures to ensure a uniform final appearance which matches approved field sample. Any deviation from specified materials or procedures must be approved by Owner.

2. All materials and procedures used must conform to all pertinent regulations. It shall be the responsibility of the Contractor to identify all applicable regulations and to guarantee that all materials and procedures are in accordance with said regulations.

3. It shall be the responsibility of Contractor to test materials and procedures called for in specifications to guarantee that all necessary steps are taken, that stripping compounds are adequately neutralized, that proper application and drying times are observed, that there are no inherent chemical incompatibilities with the materials called for, and that both the conditions and the procedures are appropriate for completion of Work.

4. All work shall be protected and kept clean during the finishing process to guarantee a finish of the highest quality. Only a finish of uniform color matching the performance sample and a smooth finish free of dust, pinholes, drips or sag marks will be accepted.

5. All work must be protected following the finishing operations. In situ work must be covered with plastic or brown paper during other procedures in those spaces to prevent drips, spills, or other accidents.

B. Procedure:

1. Surface appearance should be smooth and even. Sanding of surfaces with at least 220 grit garnet paper should be carried out. Any black iron marks should be removed with oxalic acid, followed by neutralizing with borax, alternatively surfaces may be washed with nonmalt vinegar.

2. Grain shall be filled as follows only where larger than 1/16". Thin the paste wood filler as necessary with paint thinner. Apply with a brush, working it into the grain, brushing with the grain. Let the filler set up for a few minutes, per manufacturer's instructions, then wipe off the excess, rubbing across the grain. Allow filler to dry for at least 48 hours. Lightly fine sand before proceeding.

3. Prior to finishing, all woodwork shall be protected from grease, oil, or finger marks. A final inspection shall be carried out to verify that all fills are level and smooth surfaces shall be lightly fine sanded, and wiped with a solvent to clean them, if necessary.

4. Application of the Finish:
a. For in situ work, all adjacent surfaces must be masked and protected from brush marks, spills, and runs.
b. Personnel to wear solvent resistant gloves and respiratory masks with chemical cartridge filters.
c. All work is to be delivered with a smooth finish free of dust marks and scratches.

END SECTION

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ASPHALT SHINGLES 073113 - 1
SECTION 073113 - ASPHALT SHINGLES
PART 1 - GENERAL

1.1 SECTION REQUIREMENTS
A. Submittals: Product Data, Samples, and ICC-ES evaluation reports.

B. Warranties: Provide standard manufacturer's written warranty, signed by manufacturer agreeing to promptly repair or replace asphalt shingles that fail in materials within 30 years from date of Substantial Completion, prorated, with first three years nonprorated.

PART 2 - PRODUCTS

2.1 ASPHALT SHINGLES
A. Fire-Resistance Characteristics: ASTM E 108 or UL 790, Class A. Identify products with appropriate markings of testing and inspecting agency acceptable to authorities having jurisdiction.

B. Fiberglass Shingles: ASTM D 3462.

1. Multitab-Strip Asphalt Shingles: Mineral-granule surfaced and self-sealing. Four tabs, regularly spaced with straight cut butt edge.
a. Manufacturers: One of the following:
1) CertainTeed Corporation.
2) GAF Materials Corporation.
3) Elk Premium Building Products, Inc.; an ElkCorp company. 4) Or Approved Equal.

2. Color: Manufacturer’s best match to weathered cedar shingles.

2.2 ACCESSORIES
A. Self-Adhering Sheet Underlayment: ASTM D 1970, SBS-modified asphalt; mineral-granule or slip-resisting-polyethylene surfaced; with release paper backing; cold applied.

B. Asphalt Roofing Cement: ASTM D 4586, Type II, asbestos free.

C. Roofing Nails: Stainless-steel, or hot-dip galvanized-steel shingle nails, minimum 0.120-inch (3-mm) diameter, of sufficient length to penetrate 3/4 inch (19 mm) into solid wood decking or extend at least 1/8 inch (3 mm) through OSB or plywood sheathing.

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ASPHALT SHINGLES 073113 - 2
D. Sheet Metal Flashing and Trim: Comply with requirements in Section 076200 "Sheet Metal Flashing and Trim."

1. Sheet Metal: Zinc-tin alloy-coated steel.

2. Fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual."

3. Drip Edge: Formed sheet metal with at least a 2-inch (50-mm) roof deck flange and a 1- 1/2-inch (38-mm) fascia flange with a 3/8-inch (9.6-mm) drip at lower edge.

4. Open-Valley Flashing: Fabricate with 1-inch- (25-mm-) high, inverted-V profile at center of valley and equal flange widths of 10 inches (250 mm)

2.3 INSTALLATION
A. Comply with recommendations in ARMA's "Residential Asphalt Roofing Manual" and with asphalt shingle recommendations in NRCA's "The NRCA Roofing and Waterproofing Manual." B. Apply self-adhering sheet underlayment at eaves and rakes from edges of roof to at least 24 inches (600 mm) inside exterior wall line.

C. Apply self-adhering sheet underlayment at valleys extending 18 inches (450 mm) on each side.

D. Install felt underlayment on roof deck not covered by self-adhering sheet underlayment.

E. Install valleys complying with NRCA instructions. Construct sheet metal open valleys.

F. Install metal flashings to comply with requirements in Section 076200 "Sheet Metal Flashing and Trim" and according to recommendations in ARMA's "Residential Asphalt Roofing Manual" and asphalt shingle recommendations in NRCA's "The NRCA Roofing and Waterproofing Manual."
G. Install first and remaining courses of asphalt shingles stair-stepping diagonally across roof deck with 5-inch (125-mm) 1/2-tab offset pattern at succeeding courses, maintaining uniform exposure.

END OF SECTION 073113

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WOOD SHINGLES 073129 - 1
SECTION 073129 - WOOD SHINGLES
PART 1 - GENERAL

1.1 SECTION REQUIREMENTS
A. Submittals: Product Data, Samples, and ICC-ES evaluation reports.

PART 2 - PRODUCTS

2.1 SHINGLES
A. Fire-Test-Exposure Classification: Class B; UL 790 or ASTM E 108 with ASTM D 2898, for application and existing roof slopes indicated.

B. Grading Standard for Wood Shingles: CSSB's "Grading Rules for Certigrade Red Cedar Shingles."
C. Cedar Roof Shingles: No. 1 grade, smooth sawn, 16 inches (405 mm) long; 0.40 inch (10 mm) thick at butt, fire-retardant treated.

1. Manufacturers:
a. Cedar Valley Shingle Systems, Inc.
b. Shakertown 1992, Inc.
c. Or Approved Equal.

2. Butt Style: Straight line.

2.2 ACCESSORIES
A. Gypsum based rated roof sheathing:

1. Manufacturers: One of the following:
a. CertainTeed Corporation
b. Georgia Pacific
c. National Gypsum
d. US Gypsum
B. Self-Adhering Sheet Underlayment: ASTM D 1970, SBS-modified asphalt; mineral-granule or slip-resisting-polyethylene surfaced; with release paper backing; cold applied.

1. Manufacturers: One of the following:
a. ALCO-NVC Inc.
b. Atlas Roofing Corporation.

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WOOD SHINGLES 073129 - 2
c. Carlisle Coatings & Waterproofing, Inc.
d. CertainTeed Corporation.
e. GAF Materials Corporation.
f. Henry Company.
g. IKO.
h. Johns Manville.
i. Owens Corning.

C. Flexible Ridge Vent: Compression-resisting, three-dimensional, open-nylon or polyester-mat filter bonded to a nonwoven, nonwicking, geotextile fabric cover.

1. Manufacturers: One of the following:
a. GAF Materials Corporation.
b. Keene Building Products.
c. Obdyke, Benjamin Incorporated.
d. TAMKO Roofing Products, Inc.

D. Roofing Nails: Aluminum, stainless-steel, or hot-dip galvanized-steel nails, of sufficient length to penetrate 3/4 inch (19 mm) into sheathing.

1. Use shingle-type nails for wood shingles.

2. Where nails are in contact with metal flashing, use nails made from metal specified in Section 076200 "Sheet Metal Flashing and Trim" for fastening metal flashing.

E. Sheet Metal Flashing and Trim: Comply with requirements in Section 076200 "Sheet Metal Flashing and Trim."

1. Sheet Metal: Zinc-tin alloy-coated steel.

2. Fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual."

3. Drip Edge: Formed sheet metal with at least a 2-inch (50-mm) roof deck flange and a 1- 1/2-inch (38-mm) fascia flange with a 3/8-inch (9.6-mm) drip at lower edge.

4. Open-Valley Flashing: Fabricate with 1-inch- (25-mm-) high, inverted-V profile at center of valley and equal flange widths of 10 inches (250 mm) PART 3 - EXECUTION

3.1 INSTALLATION
A. Install rated gypsum board roof sheathing over existing plywood wood sheathing which will be the basis for the required Class A roof assembly with wood shingle roofing.

B. Apply self-adhering sheet underlayment at eaves and rakes from edges of roof to at least 36 inches (914 mm) inside exterior wall line.

C. Install single-layer felt underlayment on roof deck not covered by self-adhering sheet underlayment.

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WOOD SHINGLES 073129 - 3
D. Install metal flashings and other sheet metal to comply with requirements in Section 076200 "Sheet Metal Flashing and Trim."
E. Install ventilation mat over roofing felt and self-adhering sheet underlayment, held in place per manufacturer’s recommendations.

F. Install wood-shingle roofing according to manufacturer's written instructions and to recommendations in CSSB's "New Roof Construction Manual" and NRCA's "The NRCA Roofing and Waterproofing Manual."
G. Apply self-adhering sheet underlayment at eaves and rakes from edges of roof to at least 24 inches (600 mm) inside exterior wall line.

H. Apply self-adhering sheet underlayment at valleys extending 18 inches (450 mm) on each side.

I. Install felt underlayment on roof deck not covered by self-adhering sheet underlayment.

J. Install valleys complying with NRCA instructions. Construct sheet metal open valleys.

K. Install metal flashings to comply with requirements in Section 076200 "Sheet Metal Flashing and Trim" and according to recommendations in CSSB's "New Roof Construction Manual" and cedar shingle recommendations in NRCA's "The NRCA Roofing and Waterproofing Manual." END OF SECTION 073129

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DRAINAGE AND VENTILATION MAT 074600 - 1
SECTION 07 46 00 - DRAINAGE AND VENTILATION MAT
PART 1 GENERAL

1.1 SECTION INCLUDES
A. Drainage and Ventilation Mat.

1.2 RELATED SECTIONS
A. Section 07 31 29 – Wood Shingles and Shakes

1.3 REFERENCES
ASTM C 165-00: Standard Test Method for Measuring Compressive Properties of Thermal Insulations
ASTM D 6818: Standard Test Method for Ultimate Tensile Properties of Rolled Erosion Control Products
ASTM E 84: Standard Test Method for Surface Burning Characteristics of Building Materials

1.4 SUBMITTALS
A. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

1.5 QUALITY ASSURANCE
A. Manufacturer Qualifications: Minimum 2 years production of similar products.

B. Installer Qualifications: Experience with installation of similar products.

1.6 DELIVERY, STORAGE, AND HANDLING
A. Store products in manufacturer's unopened packaging until ready for installation.

PART 2 PRODUCTS

2.1 MANUFACTURERS

1. Product indicated on Drawings or a comparable product of one of the following:

A. Acceptable Manufacturers:

1. Benjamin Obdyke Incorporated; 400 Babylon Road, Suite A · Horsham, PA 19044 · Toll Free: (877) 647-8368 · Fax: (215) 672-5204; Sales: (800) 523-5261· Fax: (215) 672-3731; Web: www.benjaminobdyke.com

2. Keene Building Products; PO Box 241353, Mayfield Heights, Ohio 44124. Toll Free Tel: (877) 514-5336, Tel: (440) 605-1020. Fax: (440) 605-1120. Email:
[email protected]. Web: https://www.keenebuilding.com.

3. Or Approved Equal

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DRAINAGE AND VENTILATION MAT 074600 - 2

2.2 DRAINAGE AND VENTILATION MAT
A. Drainage and Ventilation Mat: Randomly oriented geometric patterned drainage and ventilation mat designed to eliminate moisture and moisture vapor in wood roofing applications.

B. Product

1. Physical Characteristics:
a. 0.277 inches (7.04 mm) to 0.30 inches (7.6 mm) thick. b. 9.9 oz/sq. yd. (336 g/sq m) total weight.
c. 39.37 inches (1m) to 48 inches (122 cm) wide.
d. 60 feet (18.3 m) to 61.5 feet (18.75 m) roll length.

2. Performance:
a. Drainage of liquid moisture and ventilation between sheathing and exterior veneer.

3. Material: UV stabilized nylon.
a. Class-A flame spread per ASTM E84.
b. Hydrophobic compound.
c. Resistant to chemicals.
d. Does not support mold growth.

2.3 ACCESSORIES
A. Provide waterproofing membrane, flashing and fasteners required for a complete functional drainage assembly.

PART 3 EXECUTION

3.1 EXAMINATION
A. Do not begin installation until substrates have been properly prepared.

B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

3.2 PREPARATION
A. Clean surfaces thoroughly prior to installation.

B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

3.3 DRAINAGE MAT INSTALLATION
A. Cedar Shingle Installation
a. Inspect decking for installation for rated assembly installation b. Install 30lb (14kg) roofing felt over entire roof deck. Extend felt 1/4" (6.4mm) beyond edge of roof deck. Overlap layers at least 4” (102mm) working toward the ridge. c. Tack down underlayment with 1 tack (or nail) approximately every 3 square feet. d. Install underlayment with dimples down to present the flat side as the nailing surface.

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e. Butt each course of underlayment against previous course. Do not overlap layers of underlayment.
f. Work from fascia to ridge while installing shingles to avoid walking directly on underlayment.
g. Install cedar shingles per manufacturer’s instructions. Use a nail of sufficient length to allow for ¾” (19.1mm) penetration into sheathing. Allow 1/4" (6.4mm) for underlayment thickness.

END OF SECTION

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MODIFIED BITUMINOUS MEMBRANE ROOFING 075200 - 1
SECTION 075200 - MODIFIED BITUMINOUS MEMBRANE ROOFING
PART 1 - GENERAL

1.1 SECTION REQUIREMENTS
A. Submittals: Shop Drawings of tapered insulation and ICC-ES evaluation reports for components of membrane roofing system.

B. Warranties: Manufacturer's standard or customized form, without monetary limitation, signed by roofing manufacturer agreeing to repair leaks due to defects in materials or workmanship for period of 30 years.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS
A. Energy Performance: Initial Solar Reflectance not less than 0.70 and Thermal Emittance not less than 0.75 when tested according to CRRC-1.

B. Solar Reflectance Index: Not less than 78 when calculated according to ASTM E 1980.

C. Exterior Fire-Test Exposure: ASTM E 108, Class A.

2.2 ROOFING MATERIALS
A. SBS-Modified Bituminous Membrane Roofing:

1. Manufacturers: One of the following:
a. CertainTeed Corp.
b. Firestone Building Products.
c. GAF Materials Corporation.
d. Johns Manville.
e. TAMKO Building Products, Inc.
f. Tremco Incorporated.
g. Or Approved Equal.

B. Roofing Membrane Sheet: ASTM D 6162, Grade S, Type I or II, SBS-modified asphalt sheet (reinforced with a combination of polyester fabric and glass fibers); smooth surfaced.

C. Granule-Surface Roofing Membrane Cap Sheet: ASTM D 6162, Grade G, Type I or II, SBSmodified asphalt sheet (reinforced with a combination of polyester fabric and glass fibers); granular surfaced.

D. Base Sheet: ASTM D 4601, Type II, SBS-modified, asphalt-impregnated and -coated, glassfiber-reinforced sheet.

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MODIFIED BITUMINOUS MEMBRANE ROOFING 075200 - 2
E. Glass-Fiber Base-Ply Sheet: ASTM D 2178, Type IV, asphalt-impregnated, glass-fiber felt.

F. Auxiliary Materials: Recommended by roofing system manufacturer for intended use and as follows:

1. Base Flashing: Manufacturer's standard SBS-modified bituminous sheet, mineral-granule surfaced.

2. Roofing Asphalt: ASTM D 312, Type IV.

3. Skid-resistant roof protection pads: Manufacturer's standard for maintenance paths.

2.3 ROOFING INSULATION
A. Fabricate tapered insulation with slope of 1/4 inch per 12 inches (1:48) unless otherwise indicated.

PART 3 - EXECUTION

3.1 INSTALLATION
A. Install substrate board with long joints continuous and perpendicular to roof slopes with end joints staggered. Tightly butt substrate boards together.

B. Install each layer of insulation in a solid mopping of hot asphalt. Prime surface of concrete deck with asphalt primer allow primer to dry before mopping in and applying first layer.

C. Mechanically fasten each layer of insulation with at least one fastener for each 4 sq. ft. (0.38 sq. m) and at least two fasteners per board.

D. Install cover boards over insulation with long joints continuous and perpendicular to roof slopes with end joints staggered. Loosely butt cover boards together and fasten to deck.

E. Install and secure cant strips and nailer strips.

F. Install roofing membrane system according to roofing system manufacturer's written instructions, applicable recommendations in ARMA/NRCA's "Quality Control Guidelines for the Application of Polymer Modified Bitumen Roofing," and as follows:

1. Deck Type: N (nailable).

2. Adhering Method: M (mopped).

3. Base Sheet: One.

4. Number of Glass-Fiber Base-Ply Sheets: One.

5. Number of SBS-Modified Asphalt Sheets: Two.

6. Surfacing Type: M (mineral-granule-surfaced cap sheet).

G. Maintain uniform side and staggered end laps. Bond and seal laps, leaving no voids.

H. Flashing: Extend 8 inches (200 mm) above roof and 4 inches (100 mm) onto roof and secure to substrate.

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MODIFIED BITUMINOUS MEMBRANE ROOFING 075200 - 3
I. Skid-resistant roof protection pads: Manufacturer's standard for maintenance paths shall be adhered to roofing surface per manufacturer’s recommendations.

END OF SECTION 075200

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SHEET METAL ROOFING 076100 - 1
SECTION 076100 - SHEET METAL ROOFING
PART 1 - GENERAL

1.1 SECTION REQUIREMENTS
A. Submittals: Product Data, Shop Drawings.

B. Comply with SMACNA's "Architectural Sheet Metal Manual" unless otherwise indicated.

C. Warranties: Standard form in which roofing Installer agrees to repair or replace sheet metal roofing that fails in materials or workmanship within five years from date of Substantial Completion.

D. Related Sections: The following Sections contain requirements that relate to this Section:

1. Section 099000 – Painting and Coating

2. Section 099110 – Preparation of Historic Wood and Metal Surfaces for Painting PART 2 - PRODUCTS

2.1 ROOFING SHEET METALS
A. Metallic-Coated Steel Sheet: Galvanized structural-steel sheet, ASTM A 653/A 653M, G90 (Z275); any replacement sheet metal pans for the flat seam roof are to match the nominal thickness of existing.

1. Finish: All exposed surfaces to be prepared, primed, and painted to match color and finish of existing sheet metal after seams are sealed or soldered.

2. Field-Applied Finish: Manufacturer's standard waterborne acrylic emulsion paint primer and finish coat.

2.2 ACCESSORIES
A. Felt Underlayment: ASTM D 226, Type II (No. 30), asphalt-saturated organic felts.

B. Self-Adhering Sheet Underlayment, High Temperature: Butyl or SBS-modified asphalt; slip-resisting-polyethylene surfaced; with release paper backing; cold applied.

Stable after testing at 240 deg F (116 deg C) and passes after testing at minus 20 deg F (29 deg C); ASTM D 1970.

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SHEET METAL ROOFING 076100 - 2

1. Products: One of the following:
a. Carlisle Coatings & Waterproofing Inc.; CCW WIP 300HT. b. Grace Construction Products, a unit of W. R. Grace & Co.; Ultra. c. Henry Company; Blueskin PE200 HT.
d. Metal-Fab Manufacturing, LLC; MetShield.
e. Owens Corning; WeatherLock Metal High-Temperature Underlayment. f. Or Approved Equal.

C. Slip Sheet: Building paper, 3-lb/100 sq. ft. (0.16-kg/sq. m) minimum, rosin sized.

D. Fasteners: Wood screws, annular-threaded nails, self-tapping screws, self-locking rivets and bolts, and other suitable fasteners.

1. Exposed Fasteners: Paint heads to match the finish color of sheet metal roofing, flashing or trim.

2. Spikes and Ferrules: Same material as gutter; with spike with ferrule matching internal gutter width.

3. Fasteners for Metallic-Coated Steel Sheet: Hot-dip galvanized steel or Series 300 stainless steel.

E. Solder for Zinc-Tin Alloy-Coated Steel: ASTM B 32, 100 percent tin.

F. Butyl Sealant: ASTM C 1311, single-component, solvent-release butyl rubber sealant; polyisobutylene plasticized; heavy bodied for hooked-type expansion joints with limited movement.

G. Metal Accessories: Matching sheet metal roofing in finish and material required for a complete weathertight roofing system, including clips.

2.3 FABRICATION
A. Fabricate sheet metal roofing to comply with details shown and recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to the design, dimensions, metal, and other characteristics of installation indicated.

1. Flat-Seam Roofing: Form flat-seam pans from metal sheets to match size of existing roofing pans with 1/2-inch (13-mm) notched and folded edges.

PART 3 - EXECUTION

3.1 INSTALLATION
A. Remove damaged pan being careful to not damage adjacent pans that are to remain in place.

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SHEET METAL ROOFING 076100 - 3
B. Clean all adjacent seams in preparation for installation of replacement pan.

C. Verify existing roofing felt is still functionally intact, install replacement as needed by ship-lapping new felt to existing with appropriate horizontal and vertical laps D. Apply slip sheet over underlayment before installing metal roof panel(s).

E. Zinc-Tin Alloy-Coated Steel Roofing: For roofing with 3:12 slopes or less, paint underside of shop-coated, zinc-tin alloy-coated steel, before installation, with primer, applied at a dry film thickness of not less than 2.5 mils (0.06 mm).

F. Install work with lines and corners of exposed units true and accurate. Form exposed faces flat and free of buckles, excessive waves, and avoidable tool marks, considering temper and reflectivity of metal. Provide uniform, neat seams with minimum exposure of solder and sealant. Fold back sheet metal to form a hem on concealed side of exposed edges unless otherwise indicated.

1. Install cleats to hold sheet metal panels in position. Attach each cleat with two fasteners to prevent rotation.

2. Nail cleats not more than 12 inches (300 mm) o.c. Bend tabs over nails.

G. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pretin the seam edges to be joined.

1. Do not use torches for soldering. Heat surfaces to receive solder and flow solder into joint. Fill joint completely. Completely remove flux and spatter from exposed surfaces.

H. Seal joints as shown and as required for leakproof construction. Provide low-slope transverse seams using cleats where backup of moisture may occur.

END OF SECTION 076100

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SHEET METAL FLASHING AND TRIM 076200 - 1
SECTION 076200 - SHEET METAL FLASHING AND TRIM
PART 1 - GENERAL

1.1 SECTION REQUIREMENTS
A. Submittals: Product Data.

B. Comply with SMACNA's "Architectural Sheet Metal Manual." Conform to dimensions and profiles shown unless more stringent requirements are indicated.

C. Coordinate installation of sheet metal flashing and trim with interfacing and adjoining construction to provide a leakproof, secure, and noncorrosive installation.

PART 2 - PRODUCTS

2.1 SHEET METAL
A. Galvanized Steel: ASTM A525, ASTM A361 with minimum 1.25 (377 g/sq m) ounces per square foot of zinc coating meeting ASTM A525, ASTM A446, and ASTM A361.

1. Finish: All exposed surfaces to be prepared, primed, and painted to match color and finish of existing sheet metal.

2.2 FLASHING AND TRIM
A. Fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to the design, dimensions, metal, and other characteristics of the item indicated.

2.3 ACCESSORIES
A. Felt Underlayment: ASTM D 226, Type II (No. 30), asphalt-saturated organic felts.

B. Self-Adhering Sheet Underlayment, High Temperature: Butyl or SBS-modified asphalt; slip-resisting-polyethylene surfaced; with release paper backing; cold applied.

Stable after testing at 240 deg F (116 deg C) and passes after testing at minus 20 deg F (29 deg C); ASTM D 1970.

1. Products: One of the following:
a. Carlisle Coatings & Waterproofing Inc.; CCW WIP 300HT. b. Grace Construction Products, a unit of W. R. Grace & Co.; Ultra.

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SHEET METAL FLASHING AND TRIM 076200 - 2
c. Henry Company; Blueskin PE200 HT.
d. Metal-Fab Manufacturing, LLC; MetShield.
e. Owens Corning; WeatherLock Metal High-Temperature Underlayment. f. Or Approved Equal.

C. Fasteners: Wood screws, annular-threaded nails, self-tapping screws, self-locking rivets and bolts, and other suitable fasteners.

1. Exposed Fasteners: Paint heads to match the finish color of sheet metal roofing, flashing or trim.

2. Spikes and Ferrules: Same material as gutter; with spike with ferrule matching internal gutter width.

3. Fasteners for Metallic-Coated Steel Sheet: Hot-dip galvanized steel or Series 300 stainless steel.

D. Solder for Zinc-Tin Alloy-Coated Steel: ASTM B 32, 100 percent tin.

E. Butyl Sealant: ASTM C 1311, solvent-release butyl rubber sealant.

F. Bituminous Coating: Cold-applied asphalt emulsion complying with ASTM D 1187.

2.4 FABRICATION
A. Fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to the design, dimensions, metal, and other characteristics of the item indicated.

B. Expansion Provisions: Where lapped expansion provisions cannot be used, form expansion joints of intermeshing hooked flanges, not less than 1 inch (25 mm) deep, filled with butyl sealant concealed within joints.

C. Fabrication Tolerances: Fabricate sheet metal flashing and trim that is capable of installation to tolerances specified in MCA's "Guide Specification for Residential Metal Roofing."
PART 3 - EXECUTION

3.1 INSTALLATION
A. Comply with SMACNA's "Architectural Sheet Metal Manual." Allow for thermal expansion; set true to line and level. Install Work with laps, joints, and seams permanently watertight and weatherproof; conceal fasteners where possible.

B. Sealed Joints: Form non-expansion, but movable, joints in metal to accommodate elastomeric sealant to comply with SMACNA standards.

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SHEET METAL FLASHING AND TRIM 076200 - 3
C. Fabricate non-moving seams in sheet metal with flat-lock seams.

D. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pretin edges of sheets to be soldered to a width of 1-1/2 inches (38 mm), except where pretinned surface would show in finished Work.

1. Do not pre-tin zinc-tin alloy-coated stainless steel.

2. Do not use torches for soldering. Heat surfaces to receive solder and flow solder into joint. Fill joint completely. Completely remove flux and spatter from exposed surfaces.

E. Separate dissimilar metals with a bituminous coating or polymer-modified, bituminous sheet underlayment.

END OF SECTION 076200

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ROOF ACCESSORIES 077200 - 1
SECTION 077200 - ROOF ACCESSORIES
PART 1 - GENERAL

1.1 SECTION REQUIREMENTS
A. Submittals: Product Data
B. Comply with SMACNA's "Architectural Sheet Metal Manual." Conform to dimensions and profiles shown unless more stringent requirements are indicated.

C. Coordinate installation of sheet metal accessories and adjoining construction to provide a leakproof, secure, and noncorrosive installation.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Galvanized Steel: ASTM A525, ASTM A361 with minimum 1.25 (377 g/sq m) ounces per square foot of zinc coating meeting ASTM A525, ASTM A446, and ASTM A361.

1. Finish: All exposed surfaces to be prepared, primed, and painted to match color of adjacent roofing surface, final color to be selected from samples.

2.2 ROOF ACCESSORIES
A. Pitch Pans: Fabricate from 0.022-inch- (0.55-mm-) thick, metallic-coated steel with welded or sealed mechanical corner joints.

1. Basis-of-Design Product: Flashing Kings, Inc. or a comparable product of one of the following:
a. Active Ventilation Products
b. Or Equal.

2. Provide units with base profile coordinated with roof thickness and roof deck slope.

3. Finish: Prime painted.

B. Attic Vents: Manufacturer's standard unit fabricated from the following materials, with manufacturer's standard welded or sealed mechanical joints, and integral base flange:

1. Basis of Design: O’Hagin Low profile (tapered) wood shake/shingle vent or a comparable product of one of the following:

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ROOF ACCESSORIES 077200 - 2
a. Tamco –Thompson Architectural Metals Company
b. Or Comparable Equal.

2. Type: Low-profile

3. Material: Metallic-coated steel

4. Finish: Prime painted.

5. Provide manufacturer's standard bird screens, that maintains the required net free area.

C. Wall mounted, louvered, and screened attic vents

1. Material: Metallic-coated steel

2. Finish: Primed prior to installation, and painted to match adjacent surface.

D. Gutter Debris Screen: Manufacturer's standard unit fabricated from the following materials, with manufacturer's standard welded or sealed mechanical joints, and integral flanges:

1. Basis of Design: Tamco –Thompson Architectural Metals Company drop-in gutter guard or a comparable product of one of the following:
a. Gutter Supply
b. E-Z Gutter
c. Or Comparable Equal.

2. Type: Low-profile, drop-in

3. Material: Metallic-coated steel
PART 3 - EXECUTION

3.1 INSTALLATION
A. Installation: Unless otherwise indicated, install roof accessory items according to construction details of NRCA's "Roofing and Waterproofing Manual." Coordinate with installation of roof deck, vapor barriers, roof insulation, roofing, and flashing to ensure combined elements are secure, waterproof, and weathertight.

END OF SECTION 077200

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JOINT SEALANTS 079200 - 1
SECTION 079200 - JOINT SEALANTS
PART 1 - GENERAL

1.1 SECTION REQUIREMENTS
A. Submittals: Product Data and color Samples.

B. Environmental Limitations: Do not proceed with installation of joint sealants when ambient and substrate temperature conditions are outside limits permitted by jointsealant manufacturer or are below 40 deg F (4.4 deg C).

PART 2 - PRODUCTS

2.1 JOINT SEALANTS
A. Low-Emitting Materials:

1. Exterior reactive sealants shall have a VOC content of not more than 50 g/L or 4 percent by weight, whichever is greater.

2. Other exterior caulks and sealants shall have a VOC content of not more than 30 g/L or 2 percent by weight, whichever is greater.

B. Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under service and application conditions.

C. Sealant for General Exterior Use Where Another Type Is Not Specified, One of the Following:

1. Single-component, neutral-curing silicone sealant, ASTM C 920, Type S; Grade NS; Class 25; for Use NT.

2. Single-component, nonsag urethane sealant, ASTM C 920, Type S; Grade NS; Class 25; and for Use NT.

2.2 MISCELLANEOUS MATERIALS
A. Provide sealant backings of material that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing.

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JOINT SEALANTS 079200 - 2
B. Cylindrical Sealant Backings: ASTM C 1330, of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance.

C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint. Provide self-adhesive tape where applicable.

D. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests.

PART 3 - EXECUTION

3.1 INSTALLATION
A. Comply with ASTM C 1193.

B. Install sealant backings to support sealants during application and to produce crosssectional shapes and depths of installed sealants that allow optimum sealant movement capability.

C. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs of joints.

END OF SECTION 079200

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PREPARATION OF HISTORIC WOOD AND METAL SURFACES FOR PAINTING 099110-1 SECTION 099110

PREPARATION OF HISTORIC WOOD AND METAL SURFACES FOR PAINTING PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes: Preparation of historic wood and metal surfaces for painting.

B. Drawings and general provisions of the Contract, including General and supplementary Conditions and Division 1 Specifications Sections, apply to this Section.

1.02 REFERENCES
A. ACGIH - American Conference of Governmental Industrial Hygienists

1. 02 - Threshold Limit Values for Chemical Substances and Physical Agents Biological Exposure Indices.

B. ASTM - American Society for Testing and Materials

1. D1730 - Preparation of Aluminum and Aluminum-Alloy Surfaces for Painting.

2. D1731 - Preparation of Hot-Dip Aluminum Surfaces for Painting.

3. D3274 - Evaluating Degree of Surface Disfigurement of Paint Films by Microbial (Fungal or Algal) Growth or Soil and Dirt Accumulation.

4. D3359 - Measuring Adhesion by Tape Test.

5. D4214 - Evaluating Degree of Chalking of Exterior Paint Films.

C. SSPC - The Society For Protective Coating

1. PA Guide 5 - Guide to Maintenance Painting Programs.

2. SP1 - Solvent Cleaning.

3. SP2 - Hand Tool Cleaning.

4. SP3 - Power Tool Cleaning.

5. SP5/NACE 1 - White Metal Blast Cleaning.

6. SP6/NACE 3 - Commercial Blast Cleaning.

7. SP7/NACE 4 - Brush-Off Blast Cleaning

8. SP10/NACE 2 - Near-White Blast Cleaning.

1.03 WORKPLAN
A. The procedures proposed for the accomplishment of the work shall provide for safe conduct of the work, careful removal, and disposition of materials specified to be salvaged, protection of property, which is to remain undisturbed, and coordination with other work in progress. The work plan shall include a Safety and Health plan describing procedures for handling monitoring, and disposition of VOCs and other hazardous and toxic materials. The procedures shall include a detailed description of the methods and equipment to be used for each operation, and the sequence of operations. The Contractor shall test the materials designated by the Owner.

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PREPARATION OF HISTORIC WOOD AND METAL SURFACES FOR PAINTING 099110-2

1.04 SUBMITTALS
A. Product Data

1. Submit work plan and the names, quantity represented, and intended use for proprietary brands of materials proposed to be substituted for the specified materials when the required quantity of a particular batch is 200 liters 50 gallons or less.

2. Submit manufacturer's current printed product description, material safety data sheets (MSDS), and technical data sheets for each product. Detailed mixing, thinning and application instructions, minimum and maximum application temperature, and curing and drying times shall be provided for each product submitted.

B. Qualifications: Submit statement certified by the Contractor attesting that the experience and qualifications of the workers (journeymen) comply with the Specifications.

C. Certificates: Submit certificate stating that products proposed for use meet the VOC regulations of the local Air Pollution Control Districts having jurisdiction over the geographical area in which the project is located.

D. Field Test: For the project record, submit written report of field test performed for each application and results achieved.

1.05 QUALITY ASSURANCE
A. Qualifications: Provide qualified workers trained and experienced in the preparation for painting of wood and metal surfaces in historic structures and shall submit documentation of 5 consecutive years of work of this type. A list of similar jobs shall be provided identifying when, where, and for whom the work was done. A current point-of-contact for identified references shall be provided.

B. Field Test: For final product selection, use manufacturer's test kit prior to application of any materials. Obtain City’s approval of test results prior to starting subsequent operations.

1. If required, repeat field test until City’s acceptance.

1.06 PACKAGING, LABELING AND STORING
A. Paint removers, solvents, and other chemicals used for surface preparation shall be in sealed containers that legibly show the designated name, formula or specification number, quantity, date of manufacture, manufacturer's formulation number, manufacturer's directions including any warnings and special precautions, and name of manufacturer. Such materials shall be furnished in containers not larger than 5 gallons; they shall be stored in accordance with the manufacturer's written directions; and as a minimum stored off the ground, under cover, with sufficient ventilation to prevent the buildup of flammable vapors and at temperatures between 40 and 95 degrees Fahrenheit.

1.07 ENVIRONMENTAL CONDITIONS
A. Unless otherwise recommended by the product manufacturer, the ambient temperature shall be between 45 and 95 degrees Fahrenheit when applying paint removers, solvents, or other preparation materials.

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1.08 SAFETY AND HEALTH
A. Work shall comply with the Accident Prevention Plan, including the Activity Hazard Analysis as specified in the Contract Clauses. The Activity Hazard Analysis shall include analyses of the potential impact of surface preparation operations on personnel and on others involved in and adjacent to the work zone.

B. Worker Exposures: Exposure of workers to chemical substances shall not exceed limits as established by ACGIH-02.

C. Training: Workers having access to an affected work area shall be informed of the contents of the applicable material data safety sheets (MSDS) and shall be informed of potential health and safety hazard and protective controls associated with materials used on the project. An affected work area is one, which may receive dust, mists, and odors from the surface preparation operations. Workers involved in surface preparation and clean-up shall be trained in the safe handling and application, and the exposure limit, for each material which the worker will use in the project. Personnel having a need to use respirators and masks shall be instructed in the use and maintenance of such equipment.

D. Coordination: Work shall be coordinated to minimize exposure of building occupants, other Contractor personnel, and visitors to mists and odors from surface preparation and cleaning operations.

PART 2 - PRODUCTS

2.01 PAINT REMOVERS
A. Chemical paint removers shall be a commercial item specifically manufactured for the type of paint to be removed. Product can be selected from one of the following for the most efficient and effective while being the gentlest toward the existing substrate:

1. Acceptable Manufacturer: Dumond, Inc., which is located at: 253 S. Bailey Rd.; Downingtown, PA 19335; Toll Free Tel: 800-245-1191 ; Tel: 609-655-7700; Fax: 609- 655-7725; Email:request info ([email protected]); Web:https://dumondglobal.com, product lines
a. Peel Away 1
b. Smart Strip Advanced
c. Smart Strip PRO

2. Dumond, Inc. Test Kit
a. Test kit must be used to determine best product for field conditions.

B. Requests for substitutions will be considered in accordance with Standard Specifications.

2.02 EPOXY CONSOLIDANTS
A. Liquid Consolidant: Liquid wood consolidant shall consist of a 2-part, low-viscosity liquid epoxy that meets the criteria of Table 1.

B. Epoxy Paste: Epoxy paste shall consist of a 2-part, thixotropic paste that meets the criteria of Table 1.

TABLE 1

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PREPARATION OF HISTORIC WOOD AND METAL SURFACES FOR PAINTING 099110-4

CONSOLIDANT LIQUID EPOXY PASTE
Properties Low-Viscosity Liquid No-Slump,Thixotropic Paste Toxicity Low Very Low
Toxicity Cured Non-Toxic Non-Toxic
Ratios 1:1 by Volume 1:1 by Volume
Pot Life @
Room Temp. 30 minutes min. 50 minutes min.

Hardening @
Room Temp. 1 hr. or longer 1 hr. or longer
Hardening @
60 deg. C 16 min. or less 18 min. or less
Viscosity Poises @
22 deg. C 4.7 max. Thixotropic paste
Solids 95 percent min. 98 percent min.

Tensile Strength 27.6 MPa 17.25 MPa
Elongation 50 percent 4 percent
Compressive Strength
Failure 131 MPa ---
Yield 24 MPa 38 MPa
PART 3 - EXECUTION

3.01 GENERAL REQUIREMENTS
A. Prior to starting work covered in this section review, and coordinate with requirements of hazardous materials handling or removal provided by Owner. The hazardous materials guidelines or requirements will take precedence over any requirements contained within this section.

B. Methods used for preparation of historic wood and metal surfaces for painting shall be the gentlest possible to achieve the desired results. Historic substrate materials shall not be damaged or marred in the process of surface preparations. Samples of the existing paint finishes shall be collected and analyzed for the purpose of documentation or matching, if so directed by the Owner. Material and application requirements for paints are covered in Section 099100 Painting and Coating.

3.02 VENTILATION
A. Interior work zones having a volume of 280 cubic meters 10,000 cubic feet or less shall be ventilated at a minimum of 2 air exchanges per hour. Ventilation in larger work zones shall be maintained by means of mechanical exhaust. Solvent vapors shall be exhausted outdoors, away from air intakes and workers. Return air inlets in the work zone shall be temporarily sealed before start of work until the prepared surfaces have dried. Operators and personnel in the vicinity of paint removal processes involving chemicals or mechanical action (sanding or blasting) shall wear respirators.

3.03 PROTECTION OF AREAS NOT TO BE PAINTED
A. Items not to be painted which are in contact with or adjacent to painted surfaces shall be removed or protected prior to surface preparation and painting operations. Items removed prior

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PREPARATION OF HISTORIC WOOD AND METAL SURFACES FOR PAINTING 099110-5 to painting shall be replaced when painting is completed. Following completion of painting, workers skilled in the trades involved shall reinstall removed items. Surfaces contaminated by preparation materials shall be restored to original condition.

3.04 CLEANING OF SURFACES
A. Surfaces to be painted shall be clean and free of grease, dirt, dust, and other foreign matter before application of paint or surface treatments. After cleaning, surfaces shall exhibit a surface disfigurement rating of 7 or greater when evaluated in accordance with ASTM D3274. Dirt and surface contaminants shall be cleaned by brush with solutions of water and detergent or trisodium phosphate, then rinsed clean with water, and let dry. Surfaces on which mildew or other microbiological growth is present shall be cleaned with a detergent solution containing household bleach. Oil and grease shall be removed with clean cloths and cleaning solvents prior to mechanical cleaning. Cleaning solvents shall be of low toxicity with a flashpoint in excess of 100 degrees Fahrenheit. Cleaning shall be programmed so that dust and other contaminants will not fall on newly prepared or newly painted surfaces.

3.05 EXISTING PAINT
A. Existing paint shall be tested for adhesion to substrate per ASTM D3359, Test Method A and shall obtain a rating of 4 or better in order to be considered sound. Existing paint meeting this requirement may be considered a satisfactory base for repainting.

3.06 PAINT REMOVAL
A. Flaking, cracking, blistering, peeling or otherwise deteriorated paint shall be removed by scraping with hand scrapers. After scraping, removal of large areas of paint or paint on architectural details shall be accomplished using chemical paint removers. Paint shall be removed to bare substrate. Open flame heat devices shall not be used. Mechanical paint removal shall not damage or mar the substrate material.

B. Chemical Paint Removers: Chemical paint removers shall be used in accordance with manufacturer's recommendations. If chemical strippers are used, substrate shall be neutralized after stripping to a pH of 5 to 8.5.

3.07 SURFACE PREPARATION
A. After cleaning and removal of deteriorated paint, edges of remaining chipped paint shall be feather-edged and sanded smooth. Damaged areas such as, but not limited to, nail holes, cracks, chips, and spalls shall be repaired with suitable material to match adjacent undamaged areas.

Slick surfaces shall be roughened. Rusty metal surfaces shall be cleaned per SSPC SP1. Chalk shall be removed so that when tested in accordance with ASTM D4214, the chalk resistance rating is no less than 8. New, proposed coatings shall be compatible with existing coatings. If existing surfaces are glossy, the gloss shall be reduced.

3.08 WOOD SURFACES
A. Wood surfaces shall be cleaned of foreign matter. Wood surfaces adjacent to surfaces to receive water-thinned paints shall be primed and/or touched up before applying water-thinned paints.

Small, dry seasoned knots shall be scraped, cleaned, and given a thin coat of commercial knot

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PREPARATION OF HISTORIC WOOD AND METAL SURFACES FOR PAINTING 099110-6 sealer before application of the priming coat. Pitch on large, open, unseasoned knots and all other beads or streaks of pitch shall be scraped off, or, if it is still soft, removed with mineral spirits or turpentine, and the resinous area shall be thinly coated with knot sealer.

B. Wood Repair: Badly decayed areas shall be removed and repaired. Areas and pieces decayed beyond repair shall be replaced with new pieces that match originals in all respects. Moderately decayed areas, weathered, or gouged wood shall be patched with approved patching compounds, and shall be sanded smooth. The source or cause of wood decay shall be identified and corrected prior to application of patching materials. Wet wood shall be completely dried to a moisture content not exceeding 12 percent, as measured by a moisture meter, to its full depth before patching, unless otherwise authorized. Wood that is to be patched shall be clean of dust, grease, and loose paint.

1. Epoxy Wood Repair: Epoxy wood repair materials shall be applied in accordance with the manufacturer's written instructions. Health and safety instructions shall be followed in accordance with the manufacturer's instructions. Clean mixing equipment shall be used to avoid contamination. Mix and proportions shall be as directed by the manufacturer.

Batches shall be only large enough to complete the specific job intended. Patching materials shall be completely cured before painting or reinstallation of patched pieces.

2. Epoxy Consolidant and Epoxy Paste: Epoxy liquid wood consolidant shall be used:
a. To penetrate and impregnate deteriorated wood sections in order to reinforce wood fibers that have become softened or absorbent.
b. As a primer for areas that are to receive epoxy paste filler. c. Epoxy paste shall be used to fill areas where portions of wood are missing such as holes, cracks, gaps, gouges, and other voids.

D. Exposed Ferrous Metals: Exposed ferrous metals such as nail heads on or in contact with wood surfaces to be painted with water-thinned paints, shall be spot-primed with a suitable corrosioninhibitive primer capable of preventing flash rusting and compatible with the coating specified for the adjacent areas.

E. Finishing Nails: Finishing nails shall be set, and all holes and surface imperfections shall be primed. After priming, holes and imperfections in finish surfaces shall be filled with putty or plastic wood filler, colored to match the finish coat if natural finish is required, allowed to dry, and sanded smooth. Putty or wood filler shall be compatible with subsequent coatings.

G. Wood Preservative: Areas of bare wood in exterior locations prone to excessive moisture or standing water shall be treated with a commercial, fungicide, paintable water repellant/preservative. Water repellant/preservatives shall not be used on interior surfaces.

3.09 METAL SURFACES
A. Metal surfaces shall be cleaned of foreign matter. Programs for preparation of metal shall be per SSPC PA Guide 5. Grease, oil, and other soluble contaminants shall be removed using solvent cleaning per SSPC SP1. Surfaces shall be free from soils and corrosion; e.g. grease, oil, solder flux, welding flux, weld spatter, sand, rust, scale, and other contaminants that might interfere with the application of the new finish. Cleaning methods shall be the gentlest possible to achieve the desired result. Metals which are soft, thin, or exhibit fine detail shall not be abrasively cleaned. Evidence of corrosion or contamination on a previously cleaned surface shall be cause for recleaning prior to painting.

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PREPARATION OF HISTORIC WOOD AND METAL SURFACES FOR PAINTING 099110-7 B. Ferrous Surfaces: Ferrous surfaces that contain loose rust, loose mill scale, and other foreign substances shall be cleaned mechanically with hand tools according to SSPC SP2, power tools according to SSPC SP3 or by blast cleaning according to SSPC SP5/NACE 1. Shop-coated ferrous surfaces shall be protected from corrosion by treating and touching up corroded areas immediately upon detection.

C. Nonferrous Metallic Surfaces: Galvanized, aluminum and aluminum-alloy, lead, copper, and other nonferrous metal surfaces shall be solvent-cleaned in accordance with SSPC SP1.

1. Aluminum: Aluminum surfaces shall be treated per ASTM D1730 or ASTM D1731.

Steel wool, steel brushes, and uninhibited caustic etching solutions, such as sodium hydroxide, shall not be used on aluminum.

2. Zinc: Zinc surfaces including zinc-coated substrates, shall be cleaned prior to painting as follows: degrease, soak in a mild and inhibited alkaline cleaner, rinse with clean overflowing water, clean anodically in an acid (e.g. 0.25 to 0.75 percent sulfuric acid), and rinse with clean overflowing water.

3.10 TIMING
A. Surfaces that have been cleaned, pretreated, and otherwise prepared for painting shall be given a coat of the specified first coat as soon as practical after such pretreatment has been completed, but prior to any deterioration of the prepared surface. Unless otherwise directed, the first coat primer shall be applied within 48 hours of surface preparation.

3.11 SURFACES TO BE PREPARED FOR PAINTING
A. Surfaces shall be prepared as specified and as shown in the painting schedule in Section 099100 Painting.

3.12 CLEANING
A. Cloths, cotton waste and other debris that might constitute a fire hazard shall be placed in closed metal containers and removed at the end of each day. Containers shall be removed from the site or destroyed in an approved manner. Preparation materials and other deposits on adjacent surfaces shall be removed and the entire job left clean and ready for painting.

END OF SECTION 099110

APPENDIX

APPENDIX
4 APPENDIX C – STRUCTURAL CALCULATIONS - ARBOR

Structural Calculations
For
Jack House
Trellis
536 Marsh Street
San Luis Obispo, CA 93401
April 2, 2024
JOB # 246040
1171 Homestead Rd.

Suite 275
Santa Clara, CA 95050
Phone: (408) 615-9200
Fax: (408) 615-9900

Sheet: of
Date: 4/1/2024
Job #: 246040
Project: Jack House Trellis

SITE MAP
1171 Homestead Rd.

Suite 275
Santa Clara, CA 95050
Phone: (408) 615-9200
Fax: (408) 615-9900

Sheet:

Date:

Job #: 246040
Project: Jack House Trellis
By: T.D.

Roof live load
Typical roof slope 12 :12

20.00 psf per CBC
3x4 Roof Joists at 7" o.c. 3.85 psf
Roof Beams 1.10 psf
4x Roof Beam at 4'-0" o.c. 1.10 psf
4x Curb Beams at 4'-0" o.c. 1.21 psf
Gable Panels 0.50 psf
Columns 1.39 psf
Miscellaneous 0.85 psf

10.00 psf
Load to Roof Beams 7.76 psf
Total Load Trellis 10.00 psf
= 1076 lb
= 269 lb
= 269 lb
= 269 lb
= 269 lb
Trellis Area = 196 sq. ft.

Seismic Distributed Load to Column C
Seismic Distributed Load to Column D

VERTICAL LOADING
Typical Arbor Roof
Seismic Load to Trellis
4/2/2024
Seismic Distributed Load to Column A
Seismic Distributed Load to Column B
1171 Homestead Rd.

Suite 275
Santa Clara, CA 95050
Phone: (408) 615-9200
Fax: (408) 615-9900
10psf*196sq. ft.*0.549
Seismic
base shear (LRFD)
Seismic
Seismic
Seismic

Wood Beam
LIC# : KW-06014965, Build:20.24.02.28 DUQUETTE ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION: Trellis Joist
T&S Structural Engineering
1171 Homestead Rd. Suite 275
Santa Clara, CA 95050
408-615-9200
Project File: Beam Design.ec6
Project Title: Jack House Trellis
Engineer: T.D.

Project ID: 246040
Project Descr:

CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing : Completely Unbraced Repetitive Member Stress Increase Allowable Stress Design
Alaska Yellow Cedar
No.2
800
800
1000
510
1300
470
225
450 28.72
Analysis Method :

Eminbend - xx ksi
Wood Species :

Wood Grade :

Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
Fc - Perp psi
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination : ASCE 7-16
. Applied Loads Service loads entered. Load Factors will be applied for calculations.

Beam self weight NOT internally calculated and added
Uniform Load : D = 0.002460, Lr = 0.01170 , Tributary Width = 1.0 ft . DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.039: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 2.000ft
= 4.18 psi
=
1,709.84psi
Section used for this span 3x4
Span # where maximum occurs
Location of maximum on span
= Span # 1
Load Combination +D+Lr
=
=
=
= = 281.25 psi
Section used for this span 3x4
Maximum Shear Stress Ratio 0.015 : 1
= 3.723 ft
=

66.58psi
Maximum Deflection
0 <240
6793
Ratio = 0 <180
Max Downward Transient Deflection 0.006 in Ratio = 8222 >=240 Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.007 in Ratio = >=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.

Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span Overall Maximum Deflections
+D+Lr 1 0.0071 2.015 0.0000 0.000
.

Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.028 0.028
Max Upward from Load Combinations 0.028 0.028
Max Upward from Load Cases 0.023 0.023
D Only 0.005 0.005
+D+Lr 0.028 0.028
Lr Only 0.023 0.023
DL = 3.85psf*(7/12) = 2.245 plf
RLL = 20psf*(7/12) = 11.7 plf

Wood Beam
LIC# : KW-06014965, Build:20.24.02.28 DUQUETTE ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION: A-Frame Beam
T&S Structural Engineering
1171 Homestead Rd. Suite 275
Santa Clara, CA 95050
408-615-9200
Project File: Beam Design.ec6
Project Title: Jack House Trellis
Engineer: T.D.

Project ID: 246040
Project Descr:

CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing : Completely Unbraced
Allowable Stress Design
Alaska Yellow Cedar
No.1
900.0
900.0
1,050.0
510.0
1,400.0
510.0
225.0
525.0 28.720
Analysis Method :

Eminbend - xx ksi
Wood Species :

Wood Grade :

Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
Fc - Perp psi
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination : ASCE 7-16
. Applied Loads Service loads entered. Load Factors will be applied for calculations.

Beam self weight NOT internally calculated and added
Uniform Load : D = 0.02460, Lr = 0.080 , Tributary Width = 1.0 ft . DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.617: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 5.000ft
= 37.18 psi
=
1,440.58psi
Section used for this span 4x6
Span # where maximum occurs
Location of maximum on span
= Span # 1
Load Combination +D+Lr
=
=
=
= = 281.25 psi
Section used for this span 4x6
Maximum Shear Stress Ratio 0.132 : 1
= 0.000 ft
=
889.16psi
Maximum Deflection
0 <240
344
Ratio = 0 <180
Max Downward Transient Deflection 0.267 in Ratio = 450 >=240 Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.348 in Ratio = >=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.

Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span Overall Maximum Deflections
+D+Lr 1 0.3484 5.036 0.0000 0.000
.

Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.523 0.523
Max Upward from Load Combinations 0.523 0.523
Max Upward from Load Cases 0.400 0.400
D Only 0.123 0.123
+D+Lr 0.523 0.523
Lr Only 0.400 0.400
DL = 6.16psf*(4') = 24.6 plf
RLL = 20psf*(4') = 80 plf

Wood Beam
LIC# : KW-06014965, Build:20.24.02.28 DUQUETTE ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION: Main Roof Beam
T&S Structural Engineering
1171 Homestead Rd. Suite 275
Santa Clara, CA 95050
408-615-9200
Project File: Beam Design.ec6
Project Title: Jack House Trellis
Engineer: T.D.

Project ID: 246040
Project Descr:

CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing : Completely Unbraced
Allowable Stress Design
Alaska Yellow Cedar
No.1
900.0
900.0
1,050.0
510.0
1,400.0
510.0
225.0
525.0 28.720
Analysis Method :

Eminbend - xx ksi
Wood Species :

Wood Grade :

Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
Fc - Perp psi
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination : ASCE 7-16
. Applied Loads Service loads entered. Load Factors will be applied for calculations.

Beam self weight NOT internally calculated and added
Point Load : D = 0.2180, Lr = 0.560 k @ 4.0 ft
Point Load : D = 0.2180, Lr = 0.560 k @ 8.0 ft
. DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.575: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 7.270ft
= 36.05 psi
=
1,301.78psi
Section used for this span 4x10
Span # where maximum occurs
Location of maximum on span
= Span # 1
Load Combination +D+Lr
=
=
=
= = 281.25 psi
Section used for this span 4x10
Maximum Shear Stress Ratio 0.128 : 1
= 0.000 ft
=
748.20psi
Maximum Deflection
0 <240
561
Ratio = 0 <180
Max Downward Transient Deflection 0.185 in Ratio = 779 >=240 Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.257 in Ratio = >=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.

Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span Overall Maximum Deflections
+D+Lr 1 0.2566 6.044 0.0000 0.000
.

Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.778 0.778
Max Upward from Load Combinations 0.778 0.778
Max Upward from Load Cases 0.560 0.560
D Only 0.218 0.218
+D+Lr 0.778 0.778
Lr Only 0.560 0.560
DL = 7.76psf*(4')*(7') = 280 lb
RLL = 20psf*(4')*(7') = 560 lb

Steel Column
LIC# : KW-06014965, Build:20.24.02.28 DUQUETTE ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION: Trellis HSS Column
T&S Structural Engineering
1171 Homestead Rd. Suite 275
Santa Clara, CA 95050
408-615-9200
Project File: Beam Design.ec6
Project Title: Jack House Trellis
Engineer: T.D.

Project ID: 246040
Project Descr:
.

Code References
Calculations per AISC 360-16, IBC 2021, ASCE 7-16
Load Combinations Used : ASCE 7-16
General Information
Steel Stress Grade
Analysis Method : Top Pinned, Bottom Fixed
Overall Column Height 8.50
Allowable Strength Top & Bottom Fixity
Fy : Steel Yield
29,000.0 ksi
ksi
Steel Section Name : HSS3-1/2x3-1/2x1/4

46.0 ft
E : Elastic Bending Modulus
Unbraced Length for buckling ABOUT X-X Axis = 8.50 ft, K = 2.1 Unbraced Length for buckling ABOUT Y-Y Axis = 8.50 ft, K = 2.1 Brace condition :
. Applied Loads Service loads entered. Load Factors will be applied for calculations.

Column self weight included : 89.075 lbs * Dead Load Factor AXIAL LOADS . . .

Axial Load at 8.50 ft, D = 0.3460, LR = 0.6930 k
BENDING LOADS . . .

A-Frame Loading onto Column at 45 Degree: Lat. Point Load at 8.50 ft creating Mx-x, D = 0.3460, LR = 0.6930, E = 0.2690 k . DESIGN SUMMARY
PASS Max. Axial+Bending Stress Ratio = 0.06791
Location of max.above base 0.0 ft

1.128 k

16.611 k

0.0 k-ft
Load Combination +D+Lr
Load Combination 0.0

8.034 k-ft
Bending & Shear Check Results
PASS Maximum Shear Stress Ratio =

0.0 k

0.0 : 1
Location of max.above base 0.0 ft
At maximum location values are . . .
: 1
At maximum location values are . . .
k

8.034 k-ft

0.0 k-ft
Pa : Axial
Pn / Omega : Allowable
Ma-x : Applied
Mn-x / Omega : Allowable
Ma-y : Applied
Mn-y / Omega : Allowable
Va : Applied
Vn / Omega : Allowable
Maximum Load Reactions . .

Top along X-X 0.0 k
Bottom along X-X 0.0 k
Top along Y-Y 0.0 k
Bottom along Y-Y 0.0 k
Maximum Load Deflections . . .

Along Y-Y 0.0 in at 0.0ft above base
for load combination :

Along X-X 0.0 in at 0.0ft above base
for load combination :

0.0 .

Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Stress Ratio Status Location Load Combination Results
Cbx Cby KxLx/Rx KyLy/Ry
D Only 0.026 PASS 0.00 ft 1.00 1.00 162.27 162.27 0.000 PASS 0.00 ft +D+Lr 0.068 PASS 0.00 ft 1.00 1.00 162.27 162.27 0.000 PASS 0.00 ft +D+0.70E 0.026 PASS 0.00 ft 1.00 1.00 162.27 162.27 0.000 PASS 0.00 ft +D+0.5250E 0.026 PASS 0.00 ft 1.00 1.00 162.27 162.27 0.000 PASS 0.00 ft +0.60D+0.70E 0.016 PASS 0.00 ft 1.00 1.00 162.27 162.27 0.000 PASS 0.00 ft .
k k-ft
Note: Only non-zero reactions are listed.

Load Combination
Axial Reaction X-X Axis Reaction Y-Y Axis Reaction
@ Base @ Base @ Top @ Base @ Top
Maximum Reactions
@ Base @ Top @ Base @ Top
Mx - End Moments My - End Moments
D Only 0.435
+D+Lr 1.128
+D+0.70E 0.435
+D+0.5250E 0.435
+0.60D+0.70E 0.261
Lr Only 0.693
E Only
DL = 10psf*(7')*(7') = 490 lb
RLL = 20psf*(7')*(7') = 980 lb
DL = 490lb*cos45 = 346 lb (axial)
DL = 490lb*sin45 = 346 lb (lateral)
RLL = 980lb*cos45 = 693 lb (axial)
RLL = 980lb*sin45 = 693 lb (lateral)
EQ = 269 lb (lateral)

Steel Column
LIC# : KW-06014965, Build:20.24.02.28 DUQUETTE ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION: Trellis HSS Column
T&S Structural Engineering
1171 Homestead Rd. Suite 275
Santa Clara, CA 95050
408-615-9200
Project File: Beam Design.ec6
Project Title: Jack House Trellis
Engineer: T.D.

Project ID: 246040
Project Descr:
k k-ft
Item
Axial Reaction X-X Axis Reaction Y-Y Axis Reaction
@ Base @ Base @ Top @ Base @ Top
Extreme Reactions
Extreme Value @ Base @ Top @ Base @ Top
Mx - End Moments My - End Moments
Axial @ Base Maximum 1.128
" Minimum
Reaction, X-X Axis Base Maximum 0.435
" Minimum 0.435
Reaction, Y-Y Axis Base Maximum 0.435
" Minimum 0.435
Reaction, X-X Axis Top Maximum 0.435
" Minimum 0.435
Reaction, Y-Y Axis Top Maximum 0.435
" Minimum 0.435
Moment, X-X Axis Base Maximum 0.435
" Minimum 0.435
Moment, Y-Y Axis Base Maximum 0.435
" Minimum 0.435
Moment, X-X Axis Top Maximum 0.435
" Minimum 0.435
Moment, Y-Y Axis Top Maximum 0.435
" Minimum 0.435
. Maximum Deflections for Load Combinations
Load Combination Max. Deflection in X dir Distance Max. Deflection in Y dir Distance D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft
+D+Lr 0.0000 in 0.000 ft 0.000 in 0.000 ft
+D+0.70E 0.0000 in 0.000 ft 0.000 in 0.000 ft
+D+0.5250E 0.0000 in 0.000 ft 0.000 in 0.000 ft
+0.60D+0.70E 0.0000 in 0.000 ft 0.000 in 0.000 ft
Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 ft
E Only 0.0000 in 0.000 ft 0.000 in 0.000 ft

Pole Footing Embedded in Soil
LIC# : KW-06014965, Build:20.24.02.28 DUQUETTE ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION: Trellis Footing Embedment
T&S Structural Engineering
1171 Homestead Rd. Suite 275
Santa Clara, CA 95050
408-615-9200
Project File: Beam Design.ec6
Project Title: Jack House Trellis
Engineer: T.D.

Project ID: 246040
Project Descr:

Code References
Calculations per IBC 2021 1807.3, ASCE 7-16
Load Combinations Used : ASCE 7-16
General Information
Circular

24.0 150.0
1,500.0
No Lateral Restraint at Ground Surface
Pole Footing Shape
Pole Footing Diameter . . . . . . . . . . . in
Allow Passive . . . . . . . . . . . . . . . . . . . . . . pcf Max Passive . . . . . . . . . . . . . . . . . . . . . . psf Calculate Min. Depth for Allowable Pressures
Governing Load Combination : +D+Lr
Lateral Load 1.039
Moment 8.832 k-ft
Minimum Required Depth 7.50 ft
k
NO Ground Surface Restraint
Pressures at 1/3 Depth
Actual 369.496 psf
Allowable 370.292 psf
Controlling Values
Footing Base Area 3.142 ft^2
Maximum Soil Pressure 0.3307 ksf
k
k
k

0.3460
k

0.6930
k
Applied Loads
k
Lateral Concentrated Load (k)
D : Dead Load
L : Live
Lr : Roof Live
S : Snow
W : Wind
E : Earthquake
H : Lateral Earth
Load distance above

0.3460

0.6930

0.2690

8.50 k
k
k
k
k
k
k
ft
Lateral Distributed Loads (klf)
TOP of Load above ground surface
BOTTOM of Load above ground surface
k/ft
k/ft
k/ft
k/ft
k/ft
k/ft
k/ft
ground surface ft
ft
Vertical Load (k)
k
Load Combination Results
Factor
Forces @ Ground Surface Soil Increase
Load Combination
Required
Loads - (k) Moments - (ft-k) Depth - (ft)
Pressure at 1/3 Depth
Actual - (psf) Allow - (psf)
D Only 0.346 2.941 4.88 242.4 242.8 1.000
+D+Lr 1.039 8.832 7.50 369.5 370.3 1.000
+D+0.750Lr 0.866 7.359 7.00 344.4 344.7 1.000
+D+0.70E 0.534 4.542 5.75 285.9 286.3 1.000
+D+0.5250E 0.487 4.141 5.63 275.7 276.5 1.000
+0.60D+0.70E 0.396 3.365 5.13 254.9 255.5 1.000
DL = 10psf*(7')*(7') = 490 lb
RLL = 20psf*(7')*(7') = 980 lb
DL = 490lb*cos45 = 346 lb (axial)
DL = 490lb*sin45 = 346 lb (lateral)
RLL = 980lb*cos45 = 693 lb (axial)
RLL = 980lb*sin45 = 693 lb (lateral)
EQ = 269 lb (lateral)
16" pier dia. x 1.5 (arch action) Page 181 of 1531
ASCE Hazards Report
Address:
536 Marsh St
San Luis Obispo, California
93401
Standard: ASCE/SEI 7-16 Latitude: 35.276977
Risk Category: II Longitude: -120.666284
Soil Class: D - Default (see
Section 11.4.3)
Elevation: 186.38562626289627 ft
(NAVD 88)
https://ascehazardtool.org/ Page 1 of 3 Mon Apr 01 2024

SS : 1.056
S1 : 0.389
Fa : 1.2
Fv : N/A
SMS : 1.267
SM1 : N/A
SDS : 0.845
SD1 : N/A
TL : 8
PGA : 0.468
PGA M : 0.561
FPGA : 1.2
Ie : 1
Cv : 1.311
Seismic
Site Soil Class:

Results:

Data Accessed:

Date Source:

D - Default (see Section 11.4.3)
USGS Seismic Design Maps
Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8.

Mon Apr 01 2024
https://ascehazardtool.org/ Page 2 of 3 Mon Apr 01 2024

The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE.

ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard.

In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool.
https://ascehazardtool.org/ Page 3 of 3 Mon Apr 01 2024

Sheet:

Date:

Job #: 246040
Project: Jack House Trellis
Applicable Building Code: 2022 CBC / ASCE 7-16 - Equivalent Lateral Force Procedure Applicable Load Combination: D + L + 0.7 E (1605.3.2, Eqn.16-21) Earthquake Load: E = Eh + Ev (ASCE 7-16, Eqn.12.4-2)
[= 0 for Horizontal Diaphragm only ]
Earthquake Load (Base Shear): Eh = ρQE =ρV = ρCSW (ASCE 7-16, Eqn.12.4-3) Seismic Response Coefficient: Cs = SDS / (R/I) = 0.422 (ASCE 7-16, Eqn.12.8-2) Site Class: D (Table 1613.5.2)
Design Spectral Response Accelerations: (Table 1613.5.3-1,2) Location MSRA Site coefficients SR Coefficents
Latitude = 37.276977 Ss = 1.056 Fa = 1.20 SMS = 1.267 SDS = 0.845 Longitude = -120.66628 S₁ = 0.600 Fv = 1.70 SM1 = 1.020 SD1 = 0.680 E
Seismic Importance Factor: I = 1.00 for Occupancy Category II (ASCE 7-16 Table 1.5-1) Redundancy/Reliability Factor: ρ = 1.3 [ρ = 1.0, if each story resists more than 35% Base Shear, ρ = 1.3, if Seismic Design Category D, E, or F or above condition cannot be met.] (ASCE 7-16,12.3.4.2)
Response Modification Factor: R = 2.0 Inverted Pendulumn Type Structure (ASCE 7-16 Table 15.4-2) Seismic Response Coefficient: Cs max = SD1 / (R/I)*T = 2.230 > 0.422 OK! (ASCE 7-16, Eqn.12.8-3)

0.154
TL (sec) = 12 (ASCE 7-16, Figure 22-16)
Cs min = 0.044SDSI = 0.037 > 0.010 OK! (ASCE 7-16, Eqn.12.8-5) Approximate Fundamental Period: Ta = Ct
Hn
x
= 0.152 < TL OK! (ASCE 7-16,Table12.8-2)
Ct 0.020
x 0.75
Hn (ft) 15.00
Seismic Response Coefficient: Cs = 0.5 S₁ / (R/I) = 0.150 < 0.422 OK! (ASCE 7-16, Eqn.12.8-6) (for S1 ≥ 0.6)
Base Shear: V = 0.549 W
Total Design Base Shear = 0.7 V = 0.384 W (ASD)
4/2/2024
BASE SHEAR CALCULATION (Arbor Trellis)
Site Coefficients
Seismic Design Category:
1171 Homestead Rd.

Suite 275
Santa Clara, CA 95050
Phone: (408) 615-9200
Fax: (408) 615-9900

APPENDIX

APPENDIX
5 APPENDIX D – LEAD AND ASBESTOS TESTING

9517 Carmel Road, Atascadero, CA 93422 – Phone: (805) 235-0582 – Email: [email protected]

LEAD PAINT/ASBESTOS SURVEY
Jack House
536 Marsh Street
San Luis Obispo, CA 93401
February 7, 2024
Prepared by: Prepared for:

Mike Bruffey City of San Luis Obispo
Asbestos Inspections SLO Sandra Golonka
9517 Carmel Road 919 Palm Street
Atascadero, CA 93422 San Luis Obispo, CA 93401
Phone: (805) 235-0582 Office: (805) 781-7239

9517 Carmel Road, Atascadero, CA 93422 – Phone: (805) 235-0582 – Email: [email protected] 9517 Carmel Road, Atascadero, CA 93422 Phone: (805) 235-0582 Email: [email protected] February 7, 2024
Sandra Golonka
City of San Luis Obispo Public Works
919 Palm Street
San Luis Obispo, CA 93401
Phone: (805) 781-7239
Re: Summary: Exterior Lead Paint and Limited Asbestos Survey Jack House Widow’s Walk Rail and Roofing
536 Marsh Street, San Luis Obispo, CA
Lead
The findings contained in this report are based on my inspection for suspect lead containing building components on the Widow’s Walk railing and second floor railing at the Jack House, San Luis Obispo, CA. The inspection was conducted on January 29, 2024. The inspection on the exterior paint was conducted for Cal/OSHA and EPA compliance in conjunction with a planned component repair and replacement project. All selected components were visually inspected, and eight (8) representative samples of paint were obtained, documented, and sent to a laboratory for analysis. Samples were not collected from every painted surface, however the samples obtained are representative of the painted materials at this specific location. To obtain 4-6 in2
. of paint, I used a Bahco paint scraper to remove paint from the various components. The levels of lead in the paint range from 190 ppm and up to 55,000 ppm and indicate lead-based paint is present. The levels were reported by LA Testing in Huntington Beach, CA utilizing Flame AAS analysis. Lead based paint is anything above 5,000 ppm.

Asbestos
Samples of roofing materials were also collected from the Widow’s Walk flat roof, sloped roof, and under the wood shake roof. One sample of gray/black mastic was also collected from the chimney and access hatch and another from the 2nd floor metal roof. Lab analysis indicated that the roofing materials and felt are all negative for asbestos, but the one sample of gray/black mastic on the chimney/access hatch contains 2% chrysotile asbestos. There is approximately 1- 2 square feet of material present.

9517 Carmel Road, Atascadero, CA 93422 – Phone: (805) 235-0582 – Email: [email protected] AISLO appreciates the opportunity to perform these services and I look forward to working with you on future projects. If you have any questions or comments regarding the information contained in this report or if I can be of further assistance, please contact me by phone or email.

Sincerely,
Mike Bruffey
Asbestos Inspections SLO - AISLO
CA Certified Asbestos Consultant #19-6499 | CDPH Lead Inspector Assessor LRC-00003723

9517 Carmel Road, Atascadero, CA 93422 – Phone: (805) 235-0582 – Email: [email protected]

SAMPLING AND ANALYSIS
This inspection involved sampling the exterior painted building components on the Widow’s Walk at the Jack House and sending those samples to an accredited laboratory for analysis for the presence and amount of lead. The samples were analyzed by LA Testing using Flame Atomic Absorption Spectroscopy or ICP in accordance with the Environmental Protection Agency (EPA) Method (3050B/7420 FAA) or (3050B/6010D ICP) to identify lead content. The actual method used is noted on the Test Report from LA Testing. LA Testing is certified to analyze for lead in materials and is in Huntington Beach, CA. They are accredited by the American Industrial Hygiene Association, the National Institute of Standards and Technology, and the California Department of Public Health (CDPH). Please note the attached laboratory report. The following is a detailed description of the work performed at this location:

1. Submission of samples to an EPA accredited lab for analysis that provides a report containing:
i. Sample identification number (Asbestos Inspections of SLO) ii. Laboratory sample identification number
iii. Analytical technique
iv. Quality control procedures
v. Amount of lead (if any) in each material

2. Analyze the laboratory sample results and produce a comprehensive written report that includes:
• Applicable Definitions
• Summary of Laboratory Results
• Conclusions and Recommendations
• Disclaimers
• Sample Location Diagram (if requested)
• Metals Analysis of Paints
• Analysis Request Form - Chain of Custody
• CDPH Lead Hazard Evaluation Report Form 8552
• Credentials – Inspector

9517 Carmel Road, Atascadero, CA 93422 – Phone: (805) 235-0582 – Email: [email protected]

APPLICABLE DEFINITIONS
Abatement – any set of measures designed to reduce or eliminate lead hazards or lead-based paint for public and residential buildings but does not include containment or cleaning.

Component – a structural element or fixture, such as a wall, floor, ceiling, door, window, molding, trim, railing, cabinet, gutter, or downspout.

Deteriorated Lead-Based Paint – lead-based paint or presumed LBP that is cracking, chalking, flaking, chipping, peeling, non-intact, failed or otherwise separating from a component.

Lead-Based Paint – paint or other surface coatings that contain an amount of lead equal to or in excess of:
(a) one milligram per square centimeter (1.0 mg/cm2
)
(b) half of one percent (.05%) by weight (5000 parts per million (ppm) Lead Hazard – deteriorated lead-based paint, lead contaminated dust, lead contaminated soil, disturbing lead-based paint or presumed lead-based paint without containment, or any other nuisance which may result in persistent and quantifiable lead exposure.

Lead-Related Construction Work – any construction, alteration, painting, demolition, salvage, renovation, repair, or maintenance of any residential or public building, including preparation, and cleanup, that, by using or disturbing lead-containing material or soil, may result in significant exposure of adults or children to lead.

Presumed Lead-Based Paint – paint or surface coating affixed to a component in or on a structure constructed prior to January 1, 1978.

Renovation, Repair and Painting Rule (RRP) – requires that firms performing renovation, repair, and painting projects that disturb lead-based paint in homes, childcare facilities and preschools built before 1978 have their firm certified by EPA, use certified renovators who are trained by EPA-approved training providers and follow lead-safe work practices.

9517 Carmel Road, Atascadero, CA 93422 – Phone: (805) 235-0582 – Email: [email protected]

SUMMARY OF LAB RESULTS - LEAD
A total of 8 samples were collected, documented, and sent to LA Testing to be analyzed for lead content. Most of the paint was in fair condition and a small amount of flaking, peeling, and damaged paint was observed.

Sample
#
Location or
Room #
Material Description and Building Component Lead Content ppm
L1 Widow’s Walk 8”x8” White wood post 1,400
L2 Widow’s Walk Circular rail white 55,000
L3 Widow’s Walk Under top rail blue paint 50,000
L4 Widow’s Walk Under Top Rail white 1,200
L5 Widow’s Walk Top of Post Round red 35,000
L6 Widow’s Walk Top flat portion of rail 190
L7 2nd Floor Deck Ornate white railing 2,100
L8 2nd Floor Deck Ornate white railing blue 920
As a comparison, the EPA and CDPH consider a material to be lead-based paint when it exceeds .5% or 5,000 ppm (parts per million). In addition, the Consumer Product Safety Commission (CPSC) set a limit of .009% or 90 ppm of lead in paint for children’s toys and CAL OSHA regulates workers who disturb lead coated surfaces at any detectable lead level.

High levels of lead were detected in the following samples (>5,000 ppm):

L2 White circular portion of rail
L3 Blue portion of top rail
L5 Round ornate component on top of rail
Moderate levels of lead were detected in the following samples (>1,000 – 4,999 ppm):

L1 8”x8” square railing post
L4 Under the top railing
L7 Ornate white railing

All other paint sampled was between <80 ppm and 920 ppm.

SUMMARY OF LAB RESULTS - ASBESTOS
Sample# Location or
Room #
Material Description Asbestos
Present
Type of
Asbestos
%
Asbestos
Quantity Condition NESHAPS
Category
1 Roof WW Angled Roof Roofing NO NA NA NA NA NA
2 Roof WW Wood Shake Black Felt NO NA NA NA NA NA
3 Roof WW Flat Silver Rolled Roofing NO NA NA NA NA NA
4 Roof WW Gray/Black Mastic YES CH 2% 2 sq ft Good CATI NF 5 2nd Floor Black Tar NO NA NA NA NA NA
6 2nd Floor Black Tar NO NA NA NA NA NA

9517 Carmel Road, Atascadero, CA 93422 – Phone: (805) 235-0582 – Email: [email protected] CONCLUSIONS and RECOMMENDATIONS
High levels of lead are present on three components sampled and analyzed at this location while some of the paint contained moderate to low levels of lead. Any LBP that is flaking and peeling or otherwise deteriorated is a lead hazard. This deteriorated paint should be removed by a lead abatement contractor certified and licensed in the State of California and stabilized to prevent further damage. Components similar to the components identified as containing lead-based paint, should be considered to also contain lead-based paint. Painted building components with any level of lead can be managed in place by removing deteriorated or damaged paint and stabilized in a maintenance program.

Due to the unknown painting history on this structure, paint not sampled and tested by the laboratory should be assumed to contain lead and if damaged, considered to be a lead hazard.

The State of California, Title 17, Division 1, and Chapter 8 pertains to all public and residential buildings in California and is enforced by the CDPH. Pursuant to Title 17 and EPA regulations, lead-based paint is defined as paint or other surface coatings containing an amount of lead equal to or greater than one milligram per square centimeter (1.0 mg/cm2 ) or more than half of
one percent >0.5% or 5,000 parts per million (ppm) by weight. Title 17 also defines a lead hazard as deteriorated lead-based paint, disturbing lead-based paint or presumed lead-based paint without containment, or any other nuisances which may result in persistent or quantifiable lead exposure. Additionally, worker exposure to materials containing lead during construction work is regulated by the Federal OSHA 29 CFR 1926.62(a) and CAL OSHA 8 CCR §1532.1(a).

These regulations require worker protection during construction “…where lead or materials containing lead are present.”
Any contractor conducting work which will disturb the painted surfaces in this location should receive proper notification of the lead content and the condition of the lead containing surfaces prior to demolition, renovation, or any activity which may disturb the material. All work should be conducted in compliance with the CAL OSHA Title 8, Section 1532.1, and all applicable EPA regulations.

These conclusions and recommendations are based on the requirements set forth by the Department of Housing and Urban Development Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing, 40 CFR Part 61 and CAL OSHA Construction Safety Orders, Title 8, Chapter 4, Section 1532.1.

Work which disturbs lead based paint in quantities of more than 6 square feet inside or 20 square feet outside in a single-family residence or child occupied facility built prior to 1978, requires a certified renovator to conduct the work in accordance with EPA’s 2008 Lead-Based Paint Renovation, Repair and Painting (RRP) Rule.

Any additional suspect paint or surface coating materials that are revealed by repair, renovation, remodel, or demolition activities should be assumed to be lead-based paint and managed as such, until properly sampled and analyzed.

9517 Carmel Road, Atascadero, CA 93422 – Phone: (805) 235-0582 – Email: [email protected]

DISCLAIMERS
The findings and conclusions rendered in this report are opinions based on the scope of work authorized by the client and laboratory analysis of samples collected during this inspection. This report does not reflect variations which may exist between sampling points. These variations cannot be anticipated, nor could they be entirely accounted for, despite exhaustive additional testing. My work has been performed in accordance with generally accepted practices in the field of lead consultation.

Enclosed with this report are the following documents:

Metals Analysis of Paints (Laboratory Report)
Analysis Request Form (Chain of Custody)
CDPH Form 8552 – Lead Hazard Evaluation Report
Asbestos Analysis of Bulk Materials (Laboratory Report) Analysis Request Form (Chain of Custody)
Inspector Credentials

Client SampleDescription Collected Analyzed Weight RDL Lead Concentration Test Report: Lead in Paint Chips by Flame AAS (SW 846 3050B/7000B)* LA Testing
5431 Industrial Drive, Huntington Beach, CA 92649
Phone/Fax: (714) 828-4999 / (714) 828-4944
http://www.LATesting.com [email protected]
Attn: Mike Bruffey
Asbestos Inspections SLO
9517 Carmel Road
Atascadero, CA 93422
Received: 1/31/2024 10:45 AM

JACK HOUSE SLO
Fax:

Phone: (805) 235-0582
Project:

Collected: 1/29/2024
332401677
CustomerID: AISL42
CustomerPO:

ProjectID:

LA Testing Order:

Site: WIDOW WALK 8X8" WHITE POST
2/1/2024 0.2591g 0.14 % wt
332401677-0001
L1 1/29/2024 0.0080 % wt
Site: WIDOW WALK ROUND WHITE RAILING
2/1/2024 0.2825g 5.5 % wt
332401677-0002
L2 1/29/2024 0.80 % wt
Site: WIDOW WALK UNDER RAIL BLUE STRIP
2/1/2024 0.3092g 5.0 % wt
332401677-0003
L3 1/29/2024 0.80 % wt
Site: WIDOW WALK RAIL EDGE
2/1/2024 0.2737g 0.12 % wt
332401677-0004
L4 1/29/2024 0.0080 % wt
Site: WIDOW WALK TOP POST RED STRIP
2/1/2024 0.2706g 3.5 % wt
332401677-0005
L5 1/29/2024 0.80 % wt
Site: WIDOW WALK TOP FLAT WH RAIL
2/1/2024 0.2752g 0.019 % wt
332401677-0006
L6 1/29/2024 0.0080 % wt
Site: 2ND FLOOR WHITE ORNATE RAIL
2/1/2024 0.3003g 0.21 % wt
332401677-0007
L7 1/29/2024 0.0080 % wt
Site: 2ND FLOOR BLUE STRIP
2/1/2024 0.2672g 0.092 % wt
332401677-0008
L8 1/29/2024 0.0080 % wt
Test Report PB w/RDL-2.0.0.0 Printed: 2/5/2024 8:36:53 AM Page 1 of 1 Michael Chapman, Laboratory Manager
or other approved signatory
LA Testing maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by LA Testing. LA Testing bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted.

Analysis following Lead in Paint by LA Testing SOP/Determination of Environmental Lead by FLAA. Reporting limit is 0.008% wt based on the minimum sample weight per our SOP. "<" (less than) result signifies the analyte was not detected at or above the reporting limit. Measurement of uncertainty is available upon request. Definitions of modifications are available upon request.

Samples analyzed by LA Testing Huntington Beach, CA AIHA LAP, LLC-ELLAP Accredited #101650, CA ELAP 1406 Initial report from 02/05/2024 08:36:53

LA Testing
5431 Industrial Drive Huntington Beach, CA 92649
Tel/Fax: (714) 828-4999 / (714) 828-4944
http://www.LATesting.com / [email protected]
LA Testing Order: 332401673
Customer ID: AISL42
Customer PO:

Project ID:

Attention: Mike Bruffey Phone: (805) 235-0582
Asbestos Inspections SLO Fax:
9517 Carmel Road Received Date: 01/31/2024 10:45 AM
Atascadero, CA 93422 Analysis Date: 02/06/2024
Collected Date: 01/29/2024
Project: JACK HOUSE SLO
Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy Sample Description Appearance % Fibrous % Non-Fibrous
Non-Asbestos Asbestos
% Type
1 332401673-0001
Gray/Black 15% Synthetic 85% Non-fibrous (Other) None Detected Fibrous
Heterogeneous

WIDOWS WALK

ROLLED ROOFING
2 332401673-0002
Brown/Black 60% Cellulose 40% Non-fibrous (Other) None Detected Fibrous
Homogeneous

WIDOWS WALK

FELT UNDER WOOD
SHG
3-Roofing 1
332401673-0003
Gray/Black 15% Glass 85% Non-fibrous (Other) None Detected Fibrous
Heterogeneous

WIDOWS WALK

FLAT ROOF /
LAYERS
3-Roofing 2
332401673-0003A
Black 18% Cellulose 82% Non-fibrous (Other) None Detected Fibrous
Homogeneous

WIDOWS WALK

FLAT ROOF /
LAYERS
3-Insulation
332401673-0003B
Brown 70% Cellulose 30% Non-fibrous (Other) None Detected Fibrous
Homogeneous

WIDOWS WALK

FLAT ROOF /
LAYERS
4-Mastic
332401673-0004
Gray/Black 8% Cellulose 90% Non-fibrous (Other) 2% Chrysotile Fibrous
Heterogeneous

MASTIC / TAR ON

CHIMNEY / HATCH
4-Tar
332401673-0004A
MASTIC / TAR ON Layer Not Present

CHIMNEY / HATCH
5-Mastic
332401673-0005
TAR / MASTIC ON Layer Not Present
METAL ROOF 2ND
FLR
5-Tar
332401673-0005A
Black 100% Non-fibrous (Other) None Detected
Non-Fibrous
Homogeneous

TAR / MASTIC ON
METAL ROOF 2ND
FLR
6-Mastic
332401673-0006
TAR / MASTIC ON Layer Not Present
METAL ROOF 2ND
FLR
6-Tar
332401673-0006A
Black 100% Non-fibrous (Other) None Detected
Non-Fibrous
Homogeneous

TAR / MASTIC ON
METAL ROOF 2ND
FLR
Initial report from: 02/06/2024 18:42:38
ASB_PLM_0008_0001 - 1.78 Printed: 2/6/2024 3:42 PM Page 198 of 1531 Page 1 of 2 LA Testing
5431 Industrial Drive Huntington Beach, CA 92649
Tel/Fax: (714) 828-4999 / (714) 828-4944
http://www.LATesting.com / [email protected]
LA Testing Order: 332401673
Customer ID: AISL42
Customer PO:

Project ID:

Analyst(s)
Kaylin Luciani (4)
Thanh Nguyen (4)
Michael Chapman, Laboratory Manager
or Other Approved Signatory
LA Testing maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by LA Testing. LA Testing bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”) but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore LA Testing recommends gravimetric reduction prior to analysis.

Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request.

Samples analyzed by LA Testing Huntington Beach, CA NVLAP Lab Code 101384-0, CA ELAP 1406 Initial report from: 02/06/2024 18:42:38
ASB_PLM_0008_0001 - 1.78 Printed: 2/6/2024 3:42 PM Page 199 of 1531 Page 2 of 2 OrderID: 332401677 Page 1 Of 3

OrderID: 332401677 Page 2 Of 3

OrderID: 332401677 Page 3 Of 3

OrderID: 332401673 Page 1 Of 2

OrderID: 332401673 Page 2 Of 2

APPENDIX

APPENDIX
6 APPENDIX E – SAFTEY MANAGER REVIEW AND RECOMMENDATION

Occupational, Health and Safety
RE: 536 Marsh, Jack House Widow’s Walk Railing Restoration – Lead Paint Remediation Jake Parsons, Safety Manager
Attn: Sandra Golonka, Public Works Engineer
Scope (per 100% drawings, page 13, #12)
(e) decorative wood roof railing to be rehabilitated with railing to be disassembled into individual elements & tagged for specific location in assembly, and all paint to be stripped, method to be determined by contractor per specifications. After paint is stripped, prepare a summary list of historic rail elements that will need to be replaced in-kind, due to deterioration, and submit to city. All replacement elements shall be fabricated using the shape and profile of the remaining (e) elements, that are to be re-installed, as templates. dutchman repairs should be used before full replacement of element. epoxy wood patching limited to 1 cubic inch of volume per patch following manufacturer's minimum thickness edge. all replacement wood must be naturally weather & pest resistant, no exposed ptdf. see sht A8.03
Summary of Recommendations
Contractors shall uphold all work practices which are compliant with the EPA, HUD, Federal Government and Department of Toxic Substance’s requirements for work with lead-paint hazards.

The contractor shall reference and apply Federal, State and Local guidelines with specific attention to the following:
1) notifications to general public and posting of appropriate signage 2) isolation of worksite, by locked means where needed to restrict the entry of the general public and unknown persons,
3) isolation of all potential “dust hazard” entry and exit points, 4) dust control at all times: wetting and saturation methods preferred (HUD Guidelines, Chapter 12:

B) including the re-capture of hazardous wastewater,
5) wrapping and containing components (HUD Guidelines, Chapter 12: B) 6) securing of worksite at all times, including locked-out locations for hazardous waste accumulation (HUD Guidelines, Chapter 12: 2)
7) appropriate use of tools and reduction of means when possible, to reduce the disturbance of leadbased paint hazards 8) donning of sufficient personal protective equipment including respiratory protection (29 CFR 1926.62 Appendix B and Chapter 9)
9) identification of licensed waste hauler prior to the start of work 10) identification of certified disposal site prior to the start of work 11) remediation of all wastes as “hazardous,” appropriate and secure containment, waste hauling and documentation by use of a uniform hazardous waste manifest, 12) sufficient daily cleanliness including but not limited to a. decontamination stations for employees (HUD Guidelines, Chapter 9: 13)

City of San Luis Obispo, Title, Subtitle
b. waste accumulation site for disposable PPE
c. emergency eye-wash station(s) (HUD Guidelines, Chapter 12: 9) Per the expectation of regulatory oversite on this matter 40 CFR §745.65 Work practice requirements. Applicable certification, occupant protection, and clearance requirements and work practice standards are found in regulations issued by EPA at 40 CFR part 745, subpart L and in regulations issued by the Department of Housing and Urban Development (HUD) at 24 CFR part 35, subpart R. The work practice standards in those regulations do not apply when treating paint-lead hazards of less than:
(1) Two square feet of deteriorated lead-based paint per room or equivalent, (2) Twenty square feet of deteriorated paint on the exterior building, or (3) Ten percent of the total surface area of deteriorated paint on an interior or exterior type of component with a small surface area.

Per the assumption of lead-paint hazard 40 CFR §745.65
A paint-lead hazard is any of the following:
(1) Any lead-based paint on a friction surface that is subject to abrasion and where the lead dust levels on the nearest horizontal surface underneath the friction surface (e.g., the window sill, or floor) are equal to or greater than the dust-lead hazard levels identified in paragraph (b) of this section.
(2) Any damaged or otherwise deteriorated lead-based paint on an impact surface that is caused by impact from a related building component (such as a door knob that knocks into a wall or a door that knocks against its door frame.
40 CFR §745.85 Work Practice Standard
Exterior renovations. The firm must:
(A) Close all doors and windows within 20 feet of the renovation. On multi-story buildings, close all doors and windows within 20 feet of the renovation on the same floor as the renovation, and close all doors and windows on all floors below that are the same horizontal distance from the renovation.
(B) Ensure that doors within the work area that will be used while the job is being performed are covered with plastic sheeting or other impermeable material in a manner that allows workers to pass through while confining dust and debris to the work area. (C) Cover the ground with plastic sheeting or other disposable impermeable material extending 10 feet beyond the perimeter of surfaces undergoing renovation or a sufficient distance to collect falling paint debris, whichever is greater, unless the property line

City of San Luis Obispo, Title, Subtitle
prevents 10 feet of such ground covering. Ground containment measures may stop at the edge of the vertical barrier when using a vertical containment system. (D) If the renovation will affect surfaces within 10 feet of the property line, the renovation firm must erect vertical containment or equivalent extra precautions in containing the work area to ensure that dust and debris from the renovation does not contaminate adjacent buildings or migrate to adjacent properties. Vertical containment or equivalent extra precautions in containing the work area may also be necessary in other situations in order to prevent contamination of other buildings, other areas of the property, or adjacent buildings or properties.
(3) Prohibited and restricted practices. The work practices listed below are prohibited or restricted during a renovation as follows:
(i) Open-flame burning or torching of painted surfaces is prohibited. (ii) The use of machines designed to remove paint or other surface coatings through high speed operation such as sanding, grinding, power planning, needle gun, abrasive blasting, or sandblasting, is prohibited on painted surfaces unless such machines have shrouds or containment systems and are equipped with a HEPA vacuum attachment to collect dust and debris at the point of generation. Machines must be operated so that no visible dust or release of air occurs outside the shroud or containment system. (iii) Operating a heat gun on painted surfaces is permitted only at temperatures below 1,100 degrees Fahrenheit.
(4) Waste from renovations.
(i) Waste from renovation activities must be contained to prevent releases of dust and debris before the waste is removed from the work area for storage or disposal. If a chute is used to remove waste from the work area, it must be covered. (ii) At the conclusion of each work day and at the conclusion of the renovation, waste that has been collected from renovation activities must be stored under containment, in an enclosure, or behind a barrier that prevents release of dust and debris out of the work area and prevents access to dust and debris.
(iii) When the firm transports waste from renovation activities, the firm must contain the waste to prevent release of dust and debris.
(5) Cleaning the work area. After the renovation has been completed, the firm must clean the work area until no dust, debris or residue remains.
(i) Interior and exterior renovations. The firm must:

City of San Luis Obispo, Title, Subtitle
(A) Collect all paint chips and debris and, without dispersing any of it, seal this material in a heavy-duty bag.
(B) Remove the protective sheeting. Mist the sheeting before folding it, fold the dirty side inward, and either tape shut to seal or seal in heavy-duty bags. Sheeting used to isolate contaminated rooms from non-contaminated rooms must remain in place until after the cleaning and removal of other sheeting. Dispose of the sheeting as waste. (ii) Additional cleaning for interior renovations. The firm must clean all objects and surfaces in the work area and within 2 feet of the work area in the following manner, cleaning from higher to lower:
(A) Walls. Clean walls starting at the ceiling and working down to the floor by either vacuuming with a HEPA vacuum or wiping with a damp cloth. (B) Remaining surfaces. Thoroughly vacuum all remaining surfaces and objects in the work area, including furniture and fixtures, with a HEPA vacuum. The HEPA vacuum must be equipped with a beater bar when vacuuming carpets and rugs. (C) Wipe all remaining surfaces and objects in the work area, except for carpeted or upholstered surfaces, with a damp cloth. Mop uncarpeted floors thoroughly, using a mopping method that keeps the wash water separate from the rinse water, such as the 2- bucket mopping method, or using a wet mopping system.

Standards for post-renovation cleaning verification —
(1) Interiors.
(i) A certified renovator must perform a visual inspection to determine whether dust, debris or residue is still present. If dust, debris or residue is present, these conditions must be removed by re-cleaning and another visual inspection must be performed. (ii) After a successful visual inspection, a certified renovator must:
(A) Verify that each windowsill in the work area has been adequately cleaned, using the following procedure.
(1) Wipe the windowsill with a wet disposable cleaning cloth that is damp to the touch.

If the cloth matches or is lighter than the cleaning verification card, the windowsill has been adequately cleaned.
(2) If the cloth does not match and is darker than the cleaning verification card, re-clean the windowsill as directed in paragraphs (a)(5)(ii)(B) and (a)(5)(ii)(C) of this section, then either use a new cloth or fold the used cloth in such a way that an unused surface is exposed, and wipe the surface again. If the cloth matches or is lighter than the cleaning verification card, that windowsill has been adequately cleaned.

City of San Luis Obispo, Title, Subtitle
(3) If the cloth does not match and is darker than the cleaning verification card, wait for 1 hour or until the surface has dried completely, whichever is longer. (4) After waiting for the windowsill to dry, wipe the windowsill with a dry disposable cleaning cloth. After this wipe, the windowsill has been adequately cleaned. (B) Wipe uncarpeted floors and countertops within the work area with a wet disposable cleaning cloth. Floors must be wiped using an application device with a long handle and a head to which the cloth is attached. The cloth must remain damp at all times while it is being used to wipe the surface for post-renovation cleaning verification. If the surface within the work area is greater than 40 square feet, the surface within the work area must be divided into roughly equal sections that are each less than 40 square feet. Wipe each such section separately with a new wet disposable cleaning cloth. If the cloth used to wipe each section of the surface within the work area matches the cleaning verification card, the surface has been adequately cleaned.
(1) If the cloth used to wipe a particular surface section does not match the cleaning verification card, re-clean that section of the surface as directed in paragraphs (a)(5)(ii)(B) and (a)(5)(ii)(C) of this section, then use a new wet disposable cleaning cloth to wipe that section again. If the cloth matches the cleaning verification card, that section of the surface has been adequately cleaned.
(2) If the cloth used to wipe a particular surface section does not match the cleaning verification card after the surface has been re-cleaned, wait for 1 hour or until the entire surface within the work area has dried completely, whichever is longer. (3) After waiting for the entire surface within the work area to dry, wipe each section of the surface that has not yet achieved post-renovation cleaning verification with a dry disposable cleaning cloth. After this wipe, that section of the surface has been adequately cleaned.
(iii) When the work area passes the post-renovation cleaning verification, remove the warning signs.
(2) Exteriors. A certified renovator must perform a visual inspection to determine whether dust, debris or residue is still present on surfaces in and below the work area, including windowsills and the ground. If dust, debris or residue is present, these conditions must be eliminated and another visual inspection must be performed. When the area passes the visual inspection, remove the warning signs.
(c) Optional dust clearance testing. Cleaning verification need not be performed if the contract between the renovation firm and the person contracting for the renovation or another Federal, State, Territorial, Tribal, or local law or regulation requires:
(1) The renovation firm to perform dust clearance sampling at the conclusion of a renovation covered by this subpart.

City of San Luis Obispo, Title, Subtitle
(2) The dust clearance samples are required to be collected by a certified inspector, risk assessor or dust sampling technician.
(3) The renovation firm is required to re-clean the work area until the dust clearance sample results are below the clearance standards in § 745.227(e)(8) or any applicable State, Territorial, Tribal, or local standard.
40 CFR §745.86 Recordkeeping and Reporting Requirements Firms performing renovations must retain and, if requested, make available to EPA all records necessary to demonstrate compliance with this subpart for a period of 3 years following completion of the renovation. This 3-year retention requirement does not supersede longer obligations required by other provisions for retaining the same documentation, including any applicable State or Tribal laws or regulations.
(b) Records that must be retained pursuant to paragraph (a) of this section shall include (where applicable):
(1) Records or reports certifying that a determination had been made that lead-based paint was not present on the components affected by the renovation, as described in § 745.82(a).

These records or reports include:
(i) Reports prepared by a certified inspector or certified risk assessor (certified pursuant to either Federal regulations at § 745.226 or an EPA-authorized State or Tribal certification program).
(ii) Records prepared by a certified renovator after using EPA-recognized test kits, including an identification of the manufacturer and model of any test kits used, a description of the components that were tested including their locations, and the result of each test kit used.
(iii) Records prepared by a certified renovator after collecting paint chip samples, including a description of the components that were tested including their locations, the name and address of the NLLAP-recognized entity performing the analysis, and the results for each sample.
(2) Signed and dated acknowledgments of receipt as described in § 745.84(a)(1)(i), (a)(2)(i), (b)(1)(i), (c)(1)(i)(A), and (c)(1)(ii)(A).
(3) Certifications of attempted delivery as described in § 745.84(a)(2)(i) and (c)(1)(ii)(A). (4) Certificates of mailing as described in § 745.84(a)(1)(ii), (a)(2)(ii), (b)(1)(ii), (c)(1)(i)(B), and (c)(1)(ii)(B).

City of San Luis Obispo, Title, Subtitle
(5) Records of notification activities performed regarding common area renovations, as described in § 745.84(b)(3) and (b)(4), and renovations in child-occupied facilities, as described in § 745.84(c)(2).
(6) Documentation of compliance with the requirements of § 745.85, including documentation that a certified renovator was assigned to the project, that the certified renovator provided on-the-job training for workers used on the project, that the certified renovator performed or directed workers who performed all of the tasks described in § 745.85(a), and that the certified renovator performed the post-renovation cleaning verification described in § 745.85(b). If the renovation firm was unable to comply with all of the requirements of this rule due to an emergency as defined in § 745.82, the firm must document the nature of the emergency and the provisions of the rule that were not followed.

This documentation must include a copy of the certified renovator's training certificate, and a certification by the certified renovator assigned to the project that:
(i) Training was provided to workers (topics must be identified for each worker). (ii) Warning signs were posted at the entrances to the work area. (iii) If test kits were used, that the specified brand of kits was used at the specified locations and that the results were as specified.
(v) The work area was contained by:
(A) Removing or covering all objects in the work area (interiors). (B) Closing and covering all HVAC ducts in the work area (interiors). (C) Closing all windows in the work area (interiors) or closing all windows in and within 20 feet of the work area (exteriors).
(D) Closing and sealing all doors in the work area (interiors) or closing and sealing all doors in and within 20 feet of the work area (exteriors). (E) Covering doors in the work area that were being used to allow passage but prevent spread of dust.
(F) Covering the floor surface, including installed carpet, with taped-down plastic sheeting or other impermeable material in the work area 6 feet beyond the perimeter of surfaces undergoing renovation or a sufficient distance to contain the dust, whichever is greater (interiors) or covering the ground with plastic sheeting or other disposable impermeable material anchored to the building extending 10 feet beyond the perimeter of surfaces undergoing renovation or a sufficient distance to collect falling paint debris, whichever is greater, unless the property line prevents 10 feet of such ground covering, weighted down by heavy objects (exteriors).

City of San Luis Obispo, Title, Subtitle
(G) Installing (if necessary) vertical containment to prevent migration of dust and debris to adjacent property (exteriors).
(iv) If paint chip samples were collected, that the samples were collected at the specified locations, that the specified NLLAP-recognized laboratory analyzed the samples, and that the results were as specified.
(vi) Waste was contained on-site and while being transported off-site. (vii) The work area was properly cleaned after the renovation by:
(A) Picking up all chips and debris, misting protective sheeting, folding it dirty side inward, and taping it for removal.
(B) Cleaning the work area surfaces and objects using a HEPA vacuum and/or wet cloths or mops (interiors).
(viii) The certified renovator performed the post-renovation cleaning verification (the results of which must be briefly described, including the number of wet and dry cloths used).
(c)
(1) When the final invoice for the renovation is delivered or within 30 days of the completion of the renovation, whichever is earlier, the renovation firm must provide information pertaining to compliance with this subpart to the following persons:
(i) The owner of the building; and, if different,
(ii) An adult occupant of the residential dwelling, if the renovation took place within a residential dwelling, or an adult representative of the child-occupied facility, if the renovation took place within a child-occupied facility. (2) When performing renovations in common areas of multi-unit target housing, renovation firms must post the information required by this subpart or instructions on how interested occupants can obtain a copy of this information. This information must be posted in areas where it is likely to be seen by the occupants of all of the affected units. (3) The information required to be provided by paragraph (c) of this section may be provided by completing the sample form titled “Sample Renovation Recordkeeping Checklist” or a similar form containing the test kit information required by § 745.86(b)(1)(ii) and the training and work practice compliance information required by § 745.86(b)(6). (d) If dust clearance sampling is performed in lieu of cleaning verification as permitted by § 745.85(c), the renovation firm must provide, when the final invoice for the renovation is

City of San Luis Obispo, Title, Subtitle
delivered or within 30 days of the completion of the renovation, whichever is earlier, a copy of the dust sampling report to:
(1) The owner of the building; and, if different,
(2) An adult occupant of the residential dwelling, if the renovation took place within a residential dwelling, or an adult representative of the child-occupied facility, if the renovation took place within a child-occupied facility.
(3) When performing renovations in common areas of multi-unit target housing, renovation firms must post these dust sampling reports or information on how interested occupants of the housing being renovated can obtain a copy of the report. This information must be posted in areas where they are likely to be seen by the occupants of all of the affected units 40 CFR §745.87 Enforcement and Inspection
Failure or refusal to comply with any provision of this subpart is a violation of TSCA section 409 (15 U.S.C. 2689).
(b) Failure or refusal to establish and maintain records or to make available or permit access to or copying of records, as required by this subpart, is a violation of TSCA sections 15 and 409 (15 U.S.C. 2614 and 2689).
(c) Failure or refusal to permit entry or inspection as required by 40 CFR 745.87 and TSCA section 11 (15 U.S.C. 2610) is a violation of sections 15 and 409 (15 U.S.C. 2614 and 2689). (d) Violators may be subject to civil and criminal sanctions pursuant to TSCA section 16 (15 U.S.C. 2615) for each violation.
(e) Lead-based paint is assumed to be present at renovations covered by this subpart. EPA may conduct inspections and issue subpoenas pursuant to the provisions of TSCA section 11 (15 U.S.C. 2610) to ensure compliance with this subpart.

Regulatory References
The HUD Guidelines for the Evaluation and Control of Lead-based Paint in Housing 40 CFR §745 Lead Based Paint Hazards
29 CFR 1910.120 Subpart H Hazardous Materials
29 CFR 1926.65 Hazardous Waste Operations and Emergency Response Toxic Substance Control Act (Title 15 U.S.C 2682 and 2686)

APPENDIX

APPENDIX
7 APPENDIX F – HISTORICAL PLANTING MAP

1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
22 23
24 25 26
4 4
8 11
22 22
22 22
15 22
15 21
20 20
9 Common Name Botanical Name

1. Horse Chestnut Aesculus Carnea

2. Southern Magnolia Magnolia Grandiflora

3. California White Oak Quercus Lobata

4. Tobira Pittosporum Tobira

5. American Sweet Gum Liquidambar Styraciflua

6. White Dove Tree Davidia Involucrata

7. Fruiting Quince Cydonia Oblonga

8. Olive Olea Europaea

9. Victorian Box Pittosporum Undulatum

10. Pecan Carya Illinoinensis

11. Avocado Persea Americana

12. Port Orford Cedar Chamaecyparis Lawsoniana

13. Pummelo (Shaddock) Citrus Maxima
Common Name Botanical Name

14. Black Magnolia Magnolia Nigra

15. Japanese Boxwood Buxus Microphylla Japonica

16. Jacaranda Jacaranda Mimosifolia

17. Japanese Maple Acer Palmatum

18. Saucer Magnolia Magnolia Soulangeana

19. Crepe Myrtle Lagerstroemia Indica

20. Pineapple Guava Feijoa Sellowiana

21. Washington Navel Orange Citrus Sinensis 'Washington'

22. Coast Redwood Sequoia Sempervirens

23. Maiden Hair Tree Ginkgo Biloba 'Fairmount'

24. Grapefruit Citrus Paradisi 'Marsh'

25. Blue Potato Bush Solanum Rantonnetii

26. Red Cestrum Cestrum Elegans

MARSH STREET

PUBLIC WORKS DEPARTMENT
919 Palm Street, San Luis Obispo, CA 93401 JACK HOUSE GARDENS LEGEND N

APPENDIX

APPENDIX
8 APPENDIX G – ARBOR PHOTOS

Item 6d
Department: Public Works
Cost Center: 5002
For Agenda of: 11/12/2024
Placement: Consent
Estimated Time: N/A
FROM: Matt Horn, Public Works Director
Prepared By: Sandra Golonka, Capital Projects Manager III SUBJECT: AUTHORIZATION TO ADVERTISE 1106 WALNUT TENANT
IMPROVEMENTS PROJECT, SPECIFICATION 2000577-04 AND
FENCING PROJECT, SPECIFICATION NO. 2000577-02

RECOMMENDATION

1. Approve the project plans and specifications for the 1106 Walnut Tenant Improvement (TI) Project, Specification No. 2000577-04 and 1106 Walnut Fencing (Fence) Project, Specification No. 2000577-02; and,

2. Authorize advertisement of the 1106 Walnut Tenant Improvement (TI) Project; and,

3. Authorize advertisement of the 1106 Walnut Fencing Project; and,

4. Authorize the City Manager to award the Construction Contract pursuant to Section

3.24.190 of the Municipal Code, for the 1106 Walnut TI project Specification No. 2000577-04 if the lowest responsible bid is within the Engineering Estimate of $1,470,000; and

5. Authorize the City Manager to award the Construction Contract pursuant to Section

3.24.190 of the Municipal Code, for the 1106 Walnut Fencing project, Specification No. 2000577-02 if the lowest responsible bid is within the Engineering Estimate of $470,000; and

6. Authorize the City Engineer to approve Contract Change Orders up to the available budget for each project; and

7. Authorize the City Manager to amend the total project budget with undesignated capital project funding up to the purchasing authority limit of $200,000; and,

8. Authorize the following appropriations and transfers:
a. Authorize an appropriation of $396,914.41 from the Police Impact Fees Revenue account (517.9101.47201) to Project Expenditure account (517.9101.71006) in support of the project; and
b. Authorize the transfer up to $232,000 from Police Station Replacement account (2000522-03) to project account (2000577-04); and

9. Adopt a Draft Resolution entitled, “A Resolution of the City Council of the City San Luis Obispo, California, authorizing use of Police Impact Fees Revenue and Police Station Replacement account to support the 1106 Walnut TI Project, Specification No. 2000577-04 and 1106 Walnut Fencing Project, Specification No. 2000577-02.”

Item 6d

REPORT IN BRIEF
The 1106 Walnut TI and Fencing Project are Capital Improvement Plan (CIP) projects aimed at addressing several needs for a recently acquired property located at 1106 Walnut Street. This property will provide office space to meet the Police Department’s immediate needs as well as provide meeting areas for general City or department specific training sessions. The site improvements will also enhance security for possible future use as a temporary Emergency Operations Center (EOC). The 1106 Walnut TI and Fencing Projects are short term projects that will immediately provide operational relief to the Police Department by providing more facility space. In the long term, the facility also provides options for consideration as a future Public Safety Center, a part of a Public Safety Center, or as a temporary Police Station if the City ultimately chooses an alternative single site location for the Public Safety Center1.

Staff recommends the appropriation and transfer of additional funds to support the TI, fencing, and technology improvements needed to make the building fully functional for its intended use.

POLICY CONTEXT
On May 17, 2022, Council approved a Purchasing Policy Update which requires Council approval for Public Projects with a value of $200,000 or more.

The recommended actions for the award and fund appropriation are supported by the City Council’s adopted Capital Improvement Plan.

The Mitigation Fee Act (AB1600), codified in California Government Code Sections 66000-66025, established the legal requirements for a jurisdiction to implement a development impact fee program in conformance with constitutional standards. In line with these requirements, the City undertook a Capital Facilities Fee Program Nexus Study, which was presented to the City Council on April 3, 2018. This study identified several key infrastructure needs, including the need for a Police Impact Fee to fund projects such as a new police headquarters to accommodate the growing community.

Following the presentation of the 2018 Nexus Study, the City Council adopted Resolution No. R-10879 on April 12, 2018, which amended and established Capital Facilities Fees for the City. This fee, also referred to as the Development Impact Fee, includes the Police Impact Fee and reflects the identified need to construct new police headquarters. This report recommends appropriating unreserved Police Impact Fees to support construction of the Tenant Improvement project.

DISCUSSION

1 The long term potential of 1106 Walnut Street facility and site were contemplated with the acquisition of the property, as discussed in the May 16, 2023 Council Report.

Item 6d
Background
On November 14, 2022, Council authorized staff to engage in real property negotiations for the acquisition of a single office building (11,000 square feet) across the street from the existing Police Department facility at 1106 Walnut Street (1106 Walnut). This property was identified to provide temporary office space to address the immediate needs of the Police Department. Additionally, it presented an opportunity for the City to potentially establish a future Public Safety Center Campus, combining the new property located at 1106 Walnut and the existing police station at 1042 Walnut Street (1042 Walnut).

On May 16, 2023, City Council authorized the purchase of the 1106 Walnut property and appropriated $5.77M of funding from the Infrastructure Investment Fund to cover both the acquisition cost of $4.4M and the necessary security, technology, and signage needs estimated at $1.37M. These property upgrades are essential to make the property functional for Police Administration operations in the short term.

To further evaluate the potential for long-term development of a Public Safety Center at 1042 and 1106 Walnut, the City engaged RRM Design Group (RRM), an on-call consultant, to conduct a site evaluation of both properties. This study will involve conceptual design work, with initial concepts in draft form anticipated by mid-2025.

Staff will provide ongoing updates to the Council as the study progresses. Staff will include a budget request in the 2025-27 Financial Plan for Council’s consideration that will continue progress with project planning and development and ensure the project remains aligned with both immediate and long-term public safety and community goals.

Project
The immediate project at 1106 Walnut is broken into two separate bid packages that are planned to be executed simultaneously. The first bid package is the Tenant Improvement (TI) Project that will complete the necessary interior updates to the existing two-story building that the Police Department requires. The second bid package will install a new security fence to better secure the property.

The 1106 Walnut TI project improves the first floor for Detectives and Investigators and will include a briefing room that will also function as a training room and a flexible space that can support various city purposes as needed, and the second floor or top floor will be improved for Police Administration. The project includes constructing new offices, installing flooring, painting, adding lockers and workstations, installing conference and meeting rooms, expanding and securing the front entrance, and various Americans with Disabilities Act (ADA) improvements in break and restrooms. The project plans (Attachment B) and specifications (Attachment C) are attached.

The fence project at 1106 Walnut includes the installation of an 8-foot security fence surrounding the property, equipped with an automatic gate and surveillance cameras for security. In addition, this project will install a dual-head Level 2 electric vehicle (EV) charger, along with the additional conduits to support future EV charging needs. The project plans (Attachment D) and specifications (Attachment E) are attached.

Item 6d
Once both of these projects are complete, City Information Technology Staff will complete necessary equipment installations for secure access systems, building monitoring and cameras, data connectivity, and advanced audiovisual and conferencing technology.

Portions of this project's funding will be reserved to support this need.

Previous Council or Advisory Body Action
The Police Station Replacement Project was originally identified and funded in the 2015- 17 and 2017-19 Financial Plans to begin the initial replacement study.

On December 6, 2018, the Revenue Enhancement Oversight Committee (REOC) approved staff recommendation to reallocate Local Revenue Measure funds to the Police Station Replacement project.

On November 2, 2021, Council held a Study Session on the Public Safety Center Program. Discussion includes how the Public Safety Center would provide space for staff and vehicles to address space constraints, a proposed Emergency Operations Center (EOC), public outreach, cost estimate, and funding sources.

On November 14, 2022, during a closed session, the Council authorized staff to begin real property negotiations to acquire the building at 1106 Walnut Street. This property, located across from the current Police Department station, offers a convenient solution to meet the immediate need for additional staff office space.

On May 16, 2023, the City Council approved staff’s recommendation to purchase the property at 1106 Walnut Street and established a CIP project to fund the necessary upgrades associated with the use and occupancy of the building.

On May 16, 2023, the City Council approved staff’s recommendation to purchase the property at 1106 Walnut Street and established a CIP project to fund the necessary upgrades associated with the use and occupancy of the building.

Public Engagement
The Planning Commission reviewed the project on April 12, 2023, and adopted a Resolution determining General Plan Conformance for the acquisition of the property located at 1106 Walnut Street. Additional public input opportunity was provided at Council’s May 16, 2023 meeting where the project was created and placed on the CIP.

CONCURRENCE
The Police Department, Community Development Department, Administration & IT, and Public Works Department have reviewed and concur with the attached plans and proposed recommendations. A building permit will be obtained prior to the start of construction and will be issued to the Contractor following the award of a construction contract. This project also has concurrence from the Administration & IT Department as they have reviewed the project throughout the design process.

Item 6d

ENVIRONMENTAL REVIEW
The Project qualifies for an Exemption to the California Environmental Quality Act (CEQA) pursuant to State Guidelines Sections 15301 that exempts existing facilities and 15302 that exempts replacement and reconstruction of existing facilities as this project only requires minor alterations to the interior of an existing building.

The fencing enhancements include installing new pickets on existing fencing, adding new fencing within the current parking lot and curb property boundaries, and installing a rolling gate on the existing asphalt entrance to the parking lot. These changes are minor and contained within the property’s existing developed areas. A Notice of Exemption will be filed with the County Clerk Recorder’s Office after approval to advertise.

FISCAL IMPACT
Budgeted: Yes Budget Year: 2024-25
Funding Identified: Yes
Fiscal Analysis:

The project was initially identified during the acquisition of the 1106 Walnut property.

Council approved staff’s recommendation to allocate funding as follows: $900,000 for security fencing and an automatic gate, $450,000 for technology upgrades, and $75,000 for signage and contingencies. The FY 2024-25 Supplemental Budget allocated an additional $750,000 for tenant improvements. As part of Resolution No. 10879 (2018 Series), impact fees were established that contemplated the construction of a new police headquarters. These tenant improvements are an appropriate use for this funding and therefore recommended to be used to construct this project. Staff is recommending to Council to appropriate $396,914.41 to support this work.

In July 2024, $350,000 was allocated as part of 2023-25 Financial Plan to the Police Station Replacement account (2000522). Staff is recommending that $232,000 of these funds be transferred to project account (2000577-04) to support construction, as the property will serve as a temporary facility for the future Public Safety Building, while still allowing for continued study and planning of the future Public Safety Center. The table below is a breakdown of the scope and costs associated with the project.

Item 6d
1106 Walnut Street
Tenant
Improvements
(2000577-04)
1106 Walnut Fence
Project (2000577-02)
Capital Outlay Capital Outlay (LRM)
Tenant Improvement: Engineer's
Estimate $ 1,470,000.00 $ 1,470,000.00
Security Fencing: Engineer's Estimate $ 470,000.00 $ 470,000.00 Total Construction Estimate $ 1,470,000.00 $ 470,000.00 $ 1,940,000.00 Construction Contingency (15%): $ 220,500.00 $ 71,028.24 $ 291,528.24 Technology Improvements $ 507,615.00 $ - $ 507,615.00
Construction Design Support $ 25,000.00 $ 25,000.00
Special Inspection $ 20,000.00 $ - $ 20,000.00
Total Project Estimate $ 2,243,115.00 $ 541,028.24 $ 2,784,143.24 Current Account Balance $ 1,407,978.83 $ 747,250.00 $ 2,155,228.83 Additional Funding Requested: Police
Impact Fee (517.9101.47201) $ 396,914.41 $ - $ 396,914.41 Additional Funding Requested: Police
Station Replacement (2000522-03) $ 232,000.00 $ - $ 232,000.00 Total Project Funding (2000577) $ 2,036,893.24 $ 747,250.00 $ 2,784,143.24

ESTIMATED PROJECT COST BY FUNDING SOURCE
1106 Walnut Street Tenant Improvements and 1106 Walnut Fence Total
Project Cost
Project Funding
Tennant Improvement
Demo $ 61,101.00
Cubicles, Finishes, Paint (full interior) $ 427,338.00
Misc. Equipment $ 46,865.00
Plumbing, Electrical $ 139,966.00
HVAC $ 56,000.00
Breakroom Remodel- ADA Compliance $ 31,598.00
Restroom Upgrades $ 176,635.00
Window Shades $ 42,297.00
Furniture $ 289,200.00
General Conditions (KC per month x 5)
and Overhead $ 199,000.00
$ 1,470,000.00
Security Fencing
Demo $ 10,140.00
Excavation and Grading $ 5,890.00
Site Utility (EV- Level 2 /dual head) $ 53,920.00
General Site Work $ 274,702.62
General Conditions (KC per month x 4)
and Overhead $ 125,347.38
$ 470,000.00
Construction Costs Total $ 1,940,000.00
Construction Soft Cost (as shown in
the table above) $ 844,143.24
Project Total $ 2,784,143.24
Detailed Cost Breakdown

Item 6d
Staff is recommending funding the Project through the following appropriations and transfers:
 Appropriation of $396,314.41 from the Police Impact Fee Revenue account (517.9101.47201) to the project account (2000577)
 Transfer of $232,000 from Major Facilities - Police Station Replacement Account (2000522) to the project account (2000577)
Funding Sources
Total Budget
Available
Current
Funding
Request
Remaining
Balance
Annual
Ongoing
Cost
General Fund:

Capital Outlay FundProject 2000577
$1,407,978.83 $1,407,978.83 $0 N/A
General Fund:

Capital Outlay FundLRM Project
2000577
$747,250 $747,250 $0
Other: Police Impact
Fee Revenue
(517.9101.47201)
$396,914.41 $396,914.41 $0
Other: CIP-Capital
Outlay Fund Project:

Police Station
Replacement
2000522-03
$364,135.06 $232,000.00 $132,135.06 N/A
Total $2,916,278.30 $2,784,143.24 $132,135.06 $

ALTERNATIVES
Deny or defer authorization to advertise the project. The City Council may choose not to authorize project advertisements. Staff does not recommend this alternative as these improvements are essential for city staff to use the building and to safely serve the community. Additionally, staff has concerns that without proper security measures, the property may be accessed by unauthorized individuals, posing a risk to the safety and security of the property.

ATTACHMENTS
A - Draft Resolution authorizing funds to support the 1106 Walnut TI Project B - Tenant Improvement Project Plans (Spec. No. 2000577-04) C - Tenant Improvement Special Provisions (Spec. No. 2000577-04) D - Fencing Project Plans (Spec. No. 2000577-02)
E - Fencing Special Provisions (Spec. No. 2000577-02)

R ______
RESOLUTION NO. _____ (2024 SERIES)

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN LUIS

OBISPO, CALIFORNIA, AUTHORIZING USE OF POLICE IMPACT
FEES AND CAPITAL OUTLAY FUND TO SUPPORT 1106 WALNUT TI, SPECIFICATION NUMBER 2000577-04
WHEREAS, in November of 2022, the City Council authorized staff to engage in real property negotiations; and
WHEREAS, in May of 2023, City Council authorized the purchase of the 1106 Walnut property and appropriated funds to include the costs of the tenant improvement and site security fencing projects and staff to initiate project planning and design; and WHEREAS, in April of 2018, the City Council adopted Resolution Number 10879, amending and establishing a Police Impact Fee, which identified construction of a new police headquarters as an intended use of the fee revenue; and WHEREAS, in July of 2024, the City Council approved the 2023-25 Financial Plan Capital Improvement program, which identified the need for a Public Safety Center Replacement with a total budget amount of $350,000; and WHEREAS, to provide funding to support the total construction contract for the Project, staff is recommending the City Council appropriate $396,914.41 from Police Impact Fees as the tenant improvements are consistent with the purpose identified in the 2018 nexus study; and
WHEREAS, to provide funding to support the total construction contract for the Project, staff is recommending the City Council approve the transfer of $232,000 from the Police Station Replacement account (2000522-03).

NOW, THEREFORE, BE IT RESOLVED by the Council of the City of San Luis Obispo as follows:

Resolution No. _____ (2024 Series) Page 2
R ______
SECTION 1. The City Council authorizes appropriating $396,914.41 from the Police Impact Fees (517.9101.472); and approves the transfer of $232,000 in Police Station Replacement, in Capital Outlay Fund to the 1106 Walnut TI Project.

Upon motion of _______________________, seconded by
_______________________, and on the following roll call vote:

AYES:

NOES:

ABSENT:

The foregoing resolution was adopted this _____ day of _____________________ 2024. ___________________________
Mayor Erica A. Stewart
ATTEST:
__________________________
Teresa Purrington
City Clerk
APPROVED AS TO FORM:
__________________________
J. Christine Dietrick
City Attorney
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Luis Obispo, California, on ___________________________. ___________________________
Teresa Purrington
City Clerk

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