ADDENDUM NO. 1 - CUSD Fort Washington Mod... · 2019. 2. 26. · ADDENDUM NO. 1 Fort Washington Elementary School Page 3 J:\106\10668 CUSD - Ft. Washington ES Kitchen Mod\D-Bidding

$Page 1: ADDENDUM NO. 1 - CUSD Fort Washington Mod... · 2019. 2. 26. · ADDENDUM NO. 1 Fort Washington Elementary School Page 3 J:\106\10668 CUSD - Ft. Washington ES Kitchen Mod\D-Bidding$
J:\106\10668 CUSD - Ft. Washington ES Kitchen Mod\D-Bidding & CA\Bidding\Addenda\Addendum 01\Addendum 1 - Draft.doc

PROJECT:

Fort Washington Elementary School Kitchen expansion Date : 02/25/2018

Fresno, California

TETER Project No.: A 17-10668 D

CLIENT:

Clovis Unified School District Client Project No.: 2761

1470 Herndon Ave. DSA File No.: 10-27

Clovis, CA 93611 DSA Appl. No.: 02-117067

The following additions, deletions and revisions to the plans, specifications and Addenda shall become a part of the plans and specifications. It is the responsibility of the General Contractor to submit the information contained in this addendum to all subcontractors and suppliers. The Bidder shall

acknowledge receipt of the Addendum in the Bid Proposal. (Addendum number of pages: 4 pages + 17

attachments = 110 total pages).

PROJECT MANUAL:

1 – 01: PROJECT MANUAL, SPECIFICATION SECTION 011100 – “SUMMARY OF WORK”, revise as follows:

A. Delete the section in its entirety. Add section 011100, attached, to the Project Manual (21 pages).

1 – 02: PROJECT MANUAL – “PROJECT SITE LOGISTIC PLAN”, revise as follows:

A. Add Project Site Logistic Plan, attached, to the Project Manual (01 pages).

1 – 03: PROJECT MANUAL – “ASBESTOS AND LEAD SURVEY REPORT”, revise as follows:

A. Add Asbestos and Lead Survey Report, attached, to the Project Manual Appendix (50 pages).

1 – 04: PROJECT MANUAL – “LEAD REMEDIATION SCOPE OF WORK”, revise as follows:

A. Add Lead Remediation Scope of Work, attached, to the Project Manual Appendix (42 pages).

DRAWINGS:

1 – 05: DRAWINGS, SHEET C201 – GRADING AND DRAINAGE PLAN – revise as follows:

A. Contractor to remove portion of existing sidewalk and asphalt as required for the installation of new ADA Ramp and loading area.

ADDENDUM NO. 1

ADDENDUM NO. 1 Fort Washington Elementary School

Page 2


1 – 06: DRAWINGS, SHEET C301 – UTILITY PLAN – revise as follows:

A. The trench surfacing over proposed sewer line shall be replaced in kind at landscaping, asphalt and concrete areas. If the existing turf cannot be salvaged, new sod shall be installed to match the existing.

B. Roots larger than 1” in diameter that need to be removed shall be sawcut.

C. There is no storm drain pipe for this project so this item has been removed from the Utility Legend

1 – 07: DRAWINGS, SHEET L201 – PLANTING PLAN – revise as follows:

A. Mulch shall be installed within the limits of the new plantings. The mulch shall end at the western edge of the expanded area.

1 – 08: DRAWINGS, SHEET C301 – UTILITY PLAN – revise as follows:

A. Detail 3: Revise plans to indicate removal of existing concrete at Grid Line 2 for the installation of new footing.

B. Revise keynote 31.03 to read: “REMOVE EXISTING IRRIGATION CONTROLLER AND ASSOCIATED EQUIPMENT.”

C. Revise Keynote 32.81 to read: “INSTALL NEW IRRIGATION CONTROLLER AND ASSOCIATED EQUIPMENT SEE CIVIL DOCS.”

1 – 09: DRAWINGS, SHEET A220 – ENLARGED FLOOR PLAN – revise as follows:

A. Delete sheet A220 in its entirety. Replace with sheet A220, with revision date 02/04/19

1 – 10: DRAWINGS, SHEET A221 – KITCHEN EQUIPMENT SCHEDULE – revise as follows:


1 – 11: DRAWINGS, SHEET A222 – KITCHEN DETAILS – revise as follows:


1 – 12: DRAWINGS, SHEET A223 – KITCHEN DETAILS – revise as follows:


1 – 13: DRAWINGS, SHEET A601 – CEILING FRAMING PLAN – revise as follows:

A. Delete sheet A601 in its entirety. Replace with sheet A601 with revision date 02/04/19

1 – 14: DRAWINGS, SHEET A700 – SCHEDULE – revise as follows:



Page 3


1 – 15: DRAWINGS, SHEET A810 – SITE DETAILS – revise as follows:


1 – 16: DRAWINGS, SHEET A821 – EXTERIOR DETAILS – revise as follows:


1 – 17: DRAWINGS, SHEET A900 – INTERIOR ELEVATIONS – revise as follows:


1 – 18: DRAWINGS, SHEET S100 – GENERAL NOTES – revise as follows:

A. Detail 6: Shoring of the existing structure during construction is considered means and methods per General Note 8 on S000.

1 – 19: DRAWINGS, SHEET S500 – FOUNDATION DETAILS – revise as follows:

A. Detail 5: This detail is for the new column and foundation on Station Line 4. Refer to 1/S400 for additional information.

1 – 20: DRAWINGS, SHEET P221 – PROPOSED PLUMBING PLAN – revise as follows:

A. Delete sheet P221 in its entirety. Replace with sheet P221, with revision date 02/04/19

B. Provide a rising stem gate valve per specification section 220050, Article 2.1, Paragraph C, Item 4, for the 2” domestic water shut-off valve in box that is located at the south exterior of the building. 2” and smaller ball valves are only allowed above grade, inside the building.

1 – 21: DRAWINGS, SHEET M200 – MECHANICAL FLOOR PLAN – revise as follows:

A. Detail 2: Exhaust ductwork from Kitchen Hood, KH-1, up to Exhaust Fan, EF-1, and exhaust ductwork from Dishwasher up to Exhaust Fan, EF-2 Shall be stainless steel per Specification 233113, Article 3.10, Paragraph C, Items 3 & 4.

1 – 22: DRAWINGS, SHEET M500 – MECHANICAL ROOF PLAN – revise as follows:

A. Detail 2: Exhaust ductwork from Kitchen Hood, KH-1, up to Exhaust Fan, EF-1, and exhaust ductwork from Dishwasher up to Exhaust Fan, EF-2 Shall be stainless steel per Specification 233113, Article 3.10, Paragraph C, Items 3 & 4.

1 – 23: DRAWINGS, SHEET E200 – ELECTRICAL ELECTIVE DEMOLITION PLAN – revise as follows:

A. Remove portion of existing lighting branch circuit as indicated on, attached, AD-E01.

B. Contractor to remove ceiling mounted lights and branch circuits in the MPR leaving the

existing conduit and junction. Junction box to be set flush with new ceiling tile. Provide blank cover plates at all locations.


Page 4


1 – 24: DRAWINGS, SHEET E202 – ENLARGED POWER AND SIGNAL PLAN – revise as follows:

A. Provide additional receptacles, circuiting and data drops per, attached, AD-E02.

1 – 25: DRAWINGS, SHEET E300 – LIGHTING PLAN – revise as follows:

A. Provide new portion of lighting branch circuiting as indicated on, attached, AD-E03.

1 – 26: DRAWINGS, SHEET E600 – ELECTRICAL DETAILS – revise as follows:

A. Remove and replace detail 6 with, attached, AD-E04.

END OF ADDENDUM NO. 1

James E. Hickman, Jr. Architect of Record

Campus

Trash

Lay

do

wn

Are

a

Sp

rin

g B

rea

k t

o S

um

me

r

Kitchen Addition &Remodel Area

Laydown Area

Summer Break

MPR Remodel Area

Admin FA Remodel

Area

Site Entrance

No parking in this lot. Street

or Clovis West Only

www.forensicanalytical.com Forensic Analytical Consulting Services

February 7, 2019

Asbestos and Lead Survey Report

Kitchen Expansion Project Fort Washington Elem. School 960 E. Teague Ave. Fresno, CA 93720 Prepared for: Chris Smith Capital Projects / Construction Services Clovis Unified School District 1470 Herndon Avenue Clovis, CA 93611 559-327-9241 | [email protected] Prepared By:

Joseph M. Vuglia, CAC, I/RA Forensic Analytical Consulting Services 371 E. Bullard Avenue, Suite 109 Fresno, CA 93710 559-436-0277 | [email protected] FACS Project #PJ40405


Contents List of Acronyms ....................................................... 1 Executive Summary .................................................. 2 Introduction ................................................................. 3 Scope of Work ............................................................ 3 Site Characterization ................................................ 3 Survey Methods ......................................................... 4 Findings and Recommendations .......................... 7 Limitations ................................................................... 8

Appendix A: Asbestos Sampling Summary, Asbestos Bulk Sample Chain-of-Custody Form and Laboratory Results Report

Appendix B: XRF Lead Testing Data, Lead Bulk Sample Chain-of-Custody Form, Laboratory Results Report and CDPH Form 8552

Appendix C: Certifications of Personnel & Laboratories


1 of 8 CUSD Fort Washington ES – Kitchen Expansion Project 2/7/19 Asbestos and Lead Survey Report

List of Acronyms ACCM Asbestos Containing Construction Material ACM Asbestos Containing Material AHERA Asbestos Hazard Emergency Response Act AIHA American Industrial Hygiene Association CAC California - Certified Asbestos Consultant Cal/OSHA California Occupational Safety and Health Association CCR Code of California Regulations CFR Code of Federal Regulation DOSH Department of Occupational Safety and Health ELAP Environmental Laboratory Accreditation Program EPA Environmental Protection Agency (EPA) FACS Forensic Analytical Consulting Services, Inc. FALI Forensic Analytical Laboratories, Inc. ND None Detected NESHAP National Emissions Standard Hazardous Air Pollutants NIOSH National Institute for Occupational Safety and Health NIST National Institute of Science and Technology NVLAP National Voluntary Laboratory Accreditation Program PLM Polarized Light Microscopy TEM Transmission Electron Microscopy TTLC Total Threshold Limit Concentration



Executive Summary Forensic Analytical Consulting Services, Inc. (FACS) was retained by the Clovis Unified School District to perform an asbestos and lead paint survey of building materials in Building B at Fort Washington Elementary School, located at 960 East Teague Avenue in Fresno, California. The survey was performed to facilitate a renovation project impacting Kitchen areas within the subject structure, and the survey was limited to these areas only. A summary list of suspect asbestos-containing materials which were identified and sampled is included in Appendix A of this report. A table reporting XRF lead testing results and documentation for lead bulk sampling are included in Appendix B of this report. The current survey was performed on January 2, 2019. Asbestos None of the sampled suspect materials identified during the survey of Kitchen areas in Building B were found to be asbestos-containing materials. Any suspect materials not included in this inspection must be assumed to be asbestos-containing materials until tested and proven not to contain asbestos. Lead Lead-based paints or coatings have lead content at or above 1.00 mg/cm2, 5,000 parts per million, or 0.5% by weight. The following items were identified as lead-based:

• White and green 4” ceramic wall tile at the Kitchen Restroom (7.00 mg/cm2) In addition to the item listed above, the following paints or coatings were identified as containing a detectable concentration of lead, but less than lead-based:

• Cream paint on metal freezer housing (0.50 mg/cm2 / 0.018%) • Blue 1” ceramic floor tile at Kitchen Restroom (0.01 mg/cm2) • Porcelain toilet in Kitchen Restroom (0.01 mg/cm2) • Blue paint at metal door frames at Building B exterior (0.13 mg/cm2) • Blue paint at roll-up door and frame at Building B exterior (0.01-0.02 mg/cm2) • Blue paint at metal wall cover at Building B exterior (0.01 mg/cm2) • White paint at metal roof access ladder at Kitchen (0.70 mg/cm2)

Any paints or coatings which have not been tested or sampled, or any 0.00 mg/cm2 XRF test readings that are not confirmed with laboratory analysis of a bulk sample must be assumed to contain lead. Any disturbance to such materials, as well as those listed above, must be done in accordance with the Cal/OSHA construction standard for lead (8 CCR 1532.1). FACS recommends that the results of this report be incorporated into any renovation plans provided for this project for informational purposes.



Introduction Forensic Analytical Consulting Services, Inc. (FACS) was retained by the Clovis Unified School District to perform an asbestos and lead paint survey of building materials in Building B at Fort Washington Elementary School, located at 960 East Teague Avenue in Fresno, California. The survey was performed to facilitate a renovation project impacting Kitchen areas within the subject structure, and the survey was limited to these areas only. A summary list of suspect asbestos-containing materials which were identified and sampled is included in Appendix A of this report. A table reporting XRF lead testing results and documentation for lead bulk sampling are included in Appendix B of this report. The current survey was performed on January 2, 2019. Scope of Work The purpose of this survey was to identify all asbestos-containing materials (ACMs) and lead-containing paints or coatings present in Kitchen areas at Building B at Fort Washington Elementary School. The visual inspection, bulk sampling, XRF testing, and survey documentation were performed by Jacob Sharp, who is a Division of Occupational Safety and Health (DOSH) Certified Site Surveillance Technician (SST #16-5815) and California Department of Public Health (CDPH) Certified Lead Sampling Technician (ST #28717), working under the direction and supervision of Joseph Vuglia. Mr. Vuglia is a DOSH Certified Asbestos Consultant (CAC #13-5005) and CDPH Certified Lead Inspector / Assessor (I/A #22314), as required by California regulations. The scope of the survey and the services provided by FACS included:

• Review of architectural drawings produced by Teter, LLP to identify project areas and materials to

be disturbed during the Kitchen expansion project;

• Performing a visual inspection of the subject structure and areas to identify accessible suspect asbestos-containing materials (ACMs) which are present that may be disturbed during an upcoming renovation project;

• Collection of bulk samples for asbestos analysis by polarized light microscopy (PLM);

• Testing of paints and coatings using an XRF analyzer to determine lead content;

• Collection of bulk samples as needed for verification of XRF 0.00 mg/cm2 results,

• Ensuring the technical quality of all work by using Asbestos Hazard Emergency Response Act (AHERA) accredited Inspectors;

• Ensuring the technical quality of all work by using CDPH certified Lead Sampling Technicians and Inspector/Risk Assessors;

• Consolidating data and findings into a report format.

Site Characterization Fort Washington Elementary School is a typical school site located in Fresno, California. Building B is a structure with cement/stucco and CMU walls on a concrete pad with asphalt shingle and rolled composition roofing. The construction history of the structure was unknown to the inspector. The survey was limited to Kitchen areas as depicted on the architectural drawings provided.



Suspect asbestos-containing materials observed in project areas include the following:

• Cement/Stucco • CMU mortar • Asphalt shingle roofing • Rolled composition roofing • Penetration mastic • Sealant • Concrete • Vinyl sheet flooring and glue • Vinyl floor tile and mastic • Carpet and glue • Baseboard mastic • Drywall • Acoustic ceiling tile and mastic • Fiber reinforced paneling and glue • Ceramic floor and wall tile grout • Vinyl wall cover and glue • Tackboard and glue • Cloth duct tape

Materials suspect for containing lead include all paints and coatings on building materials in project areas. Survey Methods Document Review Architectural drawings provided which depict the Kitchen areas in Building B that were included in the Kitchen expansion project were reviewed prior to the site inspection. Visual Inspection Accessible building materials were visually inspected using the methods presented in the Federal AHERA regulations (40 CFR, Part 763). AHERA is required to be used for inspections of K-12 schools and is generally accepted as the industry standard for all ACM inspections regardless of structure or facility type. Suspect ACMs were also physically assessed for friability, condition and possible disturbance factors. All specified areas in the Building B Kitchen areas were accessible during this inspection. Other materials found elsewhere at this site are not expected to be disturbed during this project and were not included in this survey. Asbestos Inspection Bulk Sample Collection Bulk samples of identified homogeneous materials were collected in building areas that may be impacted by the planned renovation/demolition activities. Samples were collected of each separate homogeneous area (material). A homogeneous area (material) is defined as a surfacing material, thermal system insulation, or miscellaneous material that is uniform in use, color and texture. Examples of homogeneous areas could include:



Vinyl floor tiles False ceiling panels Drywall with joint compound Vinyl sheet flooring The specific number of samples collected was determined by using the methods required by the Federal AHERA regulations (40 CFR, Part 763.86) as noted below:

1) For Surfacing Material: 1,000 ft2 or less - collect 3 samples 1,001 to 5,000 ft2 - collect 5 samples 5,001 ft2 or greater - collect 7 samples

2) For Thermal System Insulation: “In a randomly distributed manner” - collect 3 samples 6 linear feet of patching or less - collect 1 sample Cementitious pipe fittings - “In a manner sufficient to determine”

3) For all Miscellaneous Material: Collect samples "In a manner sufficient to determine whether material is ACM (asbestos-containing material) or not ACM..."

The suspect ACMs were sampled using a knife, chisel, scraper, drill or other similar coring device suitable to the type of material sampled to cut through its entire thickness and to ensure that a cross-section of the material was obtained. The material was then placed in an appropriately labeled container that was sealed and submitted to Forensic Analytical Laboratories, Inc. for analysis. A unique sample number (e.g. PJ40405-01A) was assigned to each sample. Bulk samples will be retained by the laboratory for one month unless otherwise instructed. After this period, the samples will be disposed of appropriately. Bulk Sample Analysis A total of thirty-six bulk samples were collected during this survey. All bulk samples were analyzed by Forensic Analytical Laboratories, Inc. (FALI) in Hayward, California. FALI is accredited by the California Department of Public Health (CDPH) Environmental Laboratory Accreditation Program (ELAP) and the National Institute of Science and Technology's (NIST) National Voluntary Laboratory Accreditation Program (NVLAP). FALI participates in the National Institute for Occupational Safety and Health (NIOSH) Proficiency Analytical Testing Program and has substantial experience in the analysis of asbestos. All samples were analyzed using Polarized Light Microscopy with Dispersion Staining (PLM/DS) techniques in accordance with the methodology approved by the U.S. Environmental Protection Agency (EPA). The percentage of asbestos present in the samples was determined on the basis of a visual area estimation. The EPA defines asbestos-containing materials (ACM) as any material containing more than one percent (1%) asbestos as determined using the method specified in Appendix A, Subpart F, 40 CFR Part 763, Section 1, Polarized Light Microscopy (PLM). 40 CFR Part 763 identifies the lower limit of reliable quantification for asbestos using the PLM method as approximately one percent (1%) by volume. Regulations in California (CAL/OSHA Title 8 CCR 1529) define asbestos-containing construction materials (ACCM) as those materials having asbestos content of greater than one tenth of one percent (> 0.1%). Therefore, for the purpose of this survey, any amount of asbestos detected will be considered positive. In addition to the percentages, the types of asbestos minerals are also reported. The PLM method is the standard method used to analyze asbestos bulk samples.



When "None Detected" (ND) appears in the laboratory results, it should be interpreted as meaning asbestos was not observed in the sample material. Lead Inspection The client-defined lead inspection was conducted in accordance with the CDPH Lead-Related Construction Program and modeled upon the sampling protocol described in “Chapter 7: Lead Based Paint Inspection” of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing (1997 Revision.) Cal/OSHA, in Title 8 California Code of Regulations (CCR) Section 1532.1, Lead in Construction Standard which implements California Labor Code 8716-6717, regulates all construction work were an employee may be occupationally exposed to lead. Paint or materials with any detectable level of lead is considered lead-containing by Cal/OSHA. For purposes of this report, materials containing lead shall be defined as materials that XRF testing has determined contain a lead content at or above 0.01 mg/cm2, materials with XRF testing results of 0.00 mg/cm2 which have not been verified with laboratory analysis of a bulk sample, and results of bulk sample analysis which show lead content above the reporting limit for the sample collected. Construction work impacting materials with detectable levels of lead is subject to Cal/OSHA requirements. Construction activities, sometimes referred to as trigger tasks, impacting materials containing any amount of lead require an initial exposure assessment. Trigger tasks are defined in Cal/OSHA 1532.1, section (d) (2) and include but are not limited to such tasks as: manual demolition, manual scraping, manual sanding, lead burning, abrasive blasting, welding, cutting, and torch burning. XRF Testing Methodology Surfaces and components were surveyed for lead content utilizing a portable X-ray fluorescence (XRF) analyzer, Niton Model 300 XLp, serial number 22263. The XRF analyzer contains a radioactive cadmium source which bombards tested surfaces with X-rays and gamma rays. This external energy source excites any lead atoms within the tested paint or coating, causing their atoms to emit X-ray photons with a characteristic energy profile. The instrument analyzes the emitted energy to identify and quantify the amount of lead in the tested paint or coating, with lead content reported in milligrams per square centimeter. Testing combinations of homogeneous components in one area are representative of similar components found in other areas. During this survey, the inspector visually identified the painted or coated component to test, an XRF reading was collected, and the reading was documented in the XRF data table contained in Appendix B. For each test reading, the data table identifies the room equivalent/space designation, the tested component name, the substrate material, the sample location, paint/coating color, condition assessment, and the XRF result expressed as lead content by weight in milligrams per square centimeter.

Findings and Recommendations FACS’ survey was limited to building materials associated with the Building B Kitchen expansion project. The following results were found regarding asbestos-containing materials and lead-containing paints, coatings or components in these restrooms: Asbestos None of the sampled suspect materials identified during the survey of Kitchen areas in Building B were found to be asbestos-containing materials.



A complete copy of this report and permit release form must be submitted to San Joaquin Valley Air Pollution Control District (SJVAPCD) prior to commencement of the project. A courtesy asbestos notification may be submitted but is not required for renovations in which no asbestos-containing materials will be disturbed. For demolitions, the survey, permit release, and asbestos notification must be submitted at least ten days prior to project commencement, regardless of whether asbestos will be disturbed. If any concealed suspect materials are discovered or if any other suspect materials are present which were not included in this report, they must be presumed to be asbestos-containing materials until such time as they are tested and proven not to contain asbestos. Lead Lead-based paints or coatings have lead content at or above 1.00 mg/cm2, 5,000 parts per million, or 0.5% by weight. The following items were identified as lead-based:

• White and green 4” ceramic wall tile at the Kitchen Restroom (7.00 mg/cm2) In addition to the item listed above, the following paints or coatings were identified as containing a detectable concentration of lead, but less than lead-based:

• Cream paint on metal freezer housing (0.50 mg/cm2 / 0.018%) • Blue 1” ceramic floor tile at Kitchen Restroom (0.01 mg/cm2) • Porcelain toilet in Kitchen Restroom (0.01 mg/cm2) • Blue paint at metal door frames at Building B exterior (0.13 mg/cm2) • Blue paint at roll-up door and frame at Building B exterior (0.01-0.02 mg/cm2) • Blue paint at metal wall cover at Building B exterior (0.01 mg/cm2) • White paint at metal roof access ladder at Kitchen (0.70 mg/cm2)

Any paints or coatings which have not been tested or sampled, or any 0.00 mg/cm2 XRF test readings that are not confirmed with laboratory analysis of a bulk sample must be assumed to contain lead. Any disturbance to such materials, as well as those listed above, must be done in accordance with the Cal/OSHA construction standard for lead (8 CCR 1532.1). Any contractor with workers disturbing any quantity of detectable lead must perform an initial determination regarding worker exposures to lead, which may be based on personal air monitoring at the start of the project, prior employee monitoring from the past 12 months under workplace conditions closely resembling the current project, or objective data demonstrating that exposures will not exceed the Cal/OSHA action level (30 micrograms per cubic meter of air). It is the employer’s responsibility to conduct the initial determination and comply with any relevant Cal/OSHA requirements. Workers disturbing lead must have lead awareness or action level training depending on the initial exposure determination and must use lead-safe work practices. Disturbance of lead-containing paints or coatings must be performed within a contained area to prevent the spread and build-up of lead dust in order to comply with CDPH requirements. HEPA vacuums, dustless tools or shrouds, and/or intact removal of components should be employed to minimize lead dust generation and properly cleanup work areas following disturbance to lead-containing materials during this project. Waste generated during disturbance to lead-containing materials must be profiled in a hazardous waste determination to ascertain proper disposal requirements. If the initial determination or initial exposure monitoring shows that workers impacting lead can be expected to be or are actually exposed to lead above the Cal/OSHA permissible exposure level (50



micrograms per cubic meter of air) workers and supervisors must have the requisite training and CDPH certification. No lead-based paint was identified in project areas and the EPA’s Repair, Renovation and Painting (RRP) rule does not apply to this project. The lead-based ceramic wall tile in the Kitchen Restroom is not covered under the RRP rule. Limitations This investigation is limited to the conditions and practices observed and information made available to FACS. The methods, conclusions and recommendations provided are based on FACS’ judgment, expertise and the standard of practice for professional service. They are subject to the limitations and variability inherent in the methodology employed. As with all environmental investigations, this investigation is limited to the defined scope and does not purport to set forth all hazards, nor indicate that other hazards do not exist. Please do not hesitate to contact our office at 559-436-0277 with any questions or concerns. Thank you for the opportunity to assist Clovis Unified School District with promoting worker, staff and student safety and a healthy environment. Respectfully, Reviewed by: FORENSIC ANALYTICAL FORENSIC ANALYTICAL Joseph M. Vuglia Chris Chipponeri Project Manager, Fresno Director, Central Valley Offices Cal/OSHA CAC #13-5005 Cal/OSHA CAC #10-4633 CDPH I/A, M #22314 CDPH I/A #20476


CUSD Fort Washington ES – Kitchen Expansion Project 2/7/19 Asbestos and Lead Survey Report

Appendix A

Appendix A Asbestos Sampling Summary, Asbestos Bulk Sample Chain of Custody Form and Laboratory Results Report



Appendix A

Asbestos Survey Summary (Lab Report # B271020) Fort Washington ES – 960 E. Teague Ave., Fresno, California

Survey Date: January 2, 2019

Sample Numbers Material Description Location(s) of Material Material

Number Asbestos Content (percent) Asbestos NESHAP Category

Approximate Quantity

01A Vinyl sheet flooring & glue

Building B: Kitchen Hall, Restroom Vestibule, Dish Wash, Office/Storage, Kitchen, Serving

1 None detected in vinyl flooring None detected in backing layer None detected in glue

N/A N/A

02A, 02B, 02C, 02D, 02E Drywall (knockdown)

Building B: Kitchen Hall, Restroom Vestibule, Serving

2

None detected in drywall None detected in joint compound None detected in tape None detected in texture None detected in paint

N/A N/A

03A Acoustic ceiling tile (metal cladded) & mastic

Building B: Kitchen Hall, Restroom Vestibule, Dish Wash, Kitchen, Serving

3 None detected in mastic None detected in panel None detected in paint

N/A N/A

04A 1” Ceramic floor tile (blue) & grout

Building B: Kitchen Restroom 4 None detected in tile

None detected in grout N/A N/A

05A 4” Ceramic wall tile (green) & grout

Building B: Kitchen Restroom 5 None detected in tile

None detected in grout N/A N/A

06A, 06B, 06C Drywall (orangepeel) Building B: Kitchen Restroom, Water Heater Closet

6

None detected in drywall None detected in joint compound None detected in tape None detected in texture None detected in paint

N/A N/A

07A Baseboard mastic Building B: Water Heater Closet 7 None detected in mastic N/A N/A

08A Fiber reinforced panel & glue (on drywall) Building B: Kitchen 8

None detected in drywall texture None detected in panel None detected in mastic

N/A N/A

09A Cloth duct tape Building B: at attic ducts 9 None detected in tape N/A N/A

10A Penetration mastic Building B: at roof penetrations 10 None detected in mastic N/A N/A

11A, 11B, 11C Stucco Building B: exterior 11 None detected in stucco None detected in paint N/A N/A



Appendix A

Asbestos Survey Summary (Lab Report # B271020) Fort Washington ES – 960 E. Teague Ave., Fresno, California

Survey Date: January 2, 2019

Sample Numbers Material Description Location(s) of Material Material

Number Asbestos Content (percent) Asbestos NESHAP Category

Approximate Quantity

12A, 12B, 12C CMU mortar Building B: exterior 12 None detected in mortar N/A N/A

13A, 13B Rolled composition roofing (built-up)

Building B: at roof mechanical well 13

None detected in tar layers None detected in felt layers None detected in fibrous backing None detected in foam

N/A N/A

14A Sealant (grey) Building B: at roof mechanical well HVAC system

14 None detected in sealant N/A N/A

15A Single-ply roofing (tar) Building B: at roof mechanical well 15 None detected in tar N/A N/A

16A Asphalt composition shingle roofing & felt

Building B: at sloped roof areas 16 None detected in shingles

None detected in felt N/A N/A

17A, 17B, 17C Concrete (ground) Building B: all areas 17 None detected in concrete N/A N/A

18A, 18B, 18C Tackboard & glue (on drywall)

Building B: Cafeteria at Serving Line 18

None detected in drywall None detected in mastic None detected in fibrous layer None detected in woven layer

N/A N/A

19A Vinyl wall cover & glue on drywall

Building B: Cafeteria at Serving Line 19

None detected in drywall None detected in joint compound None detected in tape None detected in paint None detected in mastic None detected in woven cover

N/A N/A

20A 12” Vinyl floor tile (beige) & mastic

Building B: Cafeteria at Serving Line 20 None detected in tile

None detected in mastic N/A N/A

21A 6” Vinyl baseboard (grey) & mastic

Building B: Cafeteria at Serving Line 21 None detected in baseboard

None detected in mastic N/A N/A





Final Report

(EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation)

Bulk Asbestos AnalysisFR09Client ID:FACS - FresnoB271020Report Number:Joseph Vuglia

Date Received:21228 Cabot Blvd.01/07/19Date Analyzed:01/07/19Date Printed:Hayward, CA 94545

First Reported:

FR09PJ40405; CLOVIS UNIFIED SCHOOL DISTRICT Fort Washington ES 960 ETeague Ave Fresno CA 93710

FALI Job ID:Job ID/Site:

Date(s) Collected: 01/02/201936Total Samples Submitted:

Total Samples Analyzed: 36

01/04/19

01/07/19

Sample ID Lab NumberAsbestos

TypePercent in

LayerAsbestos AsbestosPercent in Percent in

Type TypeLayer Layer

PJ40405-01A 12112064Layer: Light Blue Sheet Flooring NDLayer: Fibrous Backing NDLayer: Tan Mastic ND

Asbestos (ND)Total Composite Values of Fibrous Components:Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %)

PJ40405-02A 12112065Layer: White Drywall NDLayer: White Texture NDLayer: Paint ND

Asbestos (ND)Total Composite Values of Fibrous Components:Cellulose (20 %) Fibrous Glass (10 %)

PJ40405-02B 12112066Layer: White Drywall NDLayer: White Joint Compound NDLayer: White Tape NDLayer: White Texture NDLayer: Paint ND


PJ40405-02C 12112067Layer: Tan Drywall NDLayer: White Joint Compound NDLayer: White Tape NDLayer: White Texture NDLayer: Paint ND


PJ40405-02D 12112068Layer: Tan Drywall NDLayer: White Texture NDLayer: Paint ND


1 of 63777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218

Report Number: B271020Date Printed: 01/07/19Client Name: FACS - Fresno


TypePercent in



PJ40405-02E 12112069Layer: Tan Drywall NDLayer: White Joint Compound NDLayer: White Tape NDLayer: White Texture NDLayer: Paint ND


PJ40405-03A 12112070Layer: Brown Mastic NDLayer: Tan Fibrous Material NDLayer: Paint ND


PJ40405-04A 12112071Layer: Blue Green Ceramic Tile NDLayer: Grey Grout ND

Asbestos (ND)Total Composite Values of Fibrous Components:Cellulose (Trace)

PJ40405-05A 12112072Layer: White Ceramic Tile NDLayer: White Grout ND


PJ40405-06A 12112073Layer: Tan Drywall NDLayer: White Texture NDLayer: Paint ND


PJ40405-06B 12112074Layer: Tan Drywall NDLayer: White Joint Compound NDLayer: White Tape NDLayer: White Texture NDLayer: Paint ND





TypePercent in



PJ40405-06C 12112075Layer: Tan Drywall NDLayer: White Joint Compound NDLayer: White Tape NDLayer: White Texture NDLayer: Paint ND


PJ40405-07A 12112076Layer: Brown Mastic ND


PJ40405-08A 12112077Layer: White Texture NDLayer: White Non-Fibrous Material NDLayer: Tan Mastic ND


PJ40405-09A 12112078Layer: White Woven Material ND

Asbestos (ND)Total Composite Values of Fibrous Components:Cellulose (95 %)

PJ40405-10A 12112079Layer: Black Mastic ND

Asbestos (ND)Total Composite Values of Fibrous Components:Cellulose (10 %) Synthetic (5 %)

PJ40405-11A 12112080Layer: Grey Cementitious Material NDLayer: Paint ND


PJ40405-11B 12112081Layer: Grey Cementitious Material NDLayer: Paint ND


PJ40405-11C 12112082Layer: Grey Cementitious Material NDLayer: Paint ND





TypePercent in



PJ40405-12A 12112083Layer: Grey Mortar ND


PJ40405-12B 12112084Layer: Grey Mortar ND


PJ40405-12C 12112085Layer: Grey Mortar ND


PJ40405-13A 12112086Layer: Black Tar NDLayer: Black Felt NDLayer: Black Tar NDLayer: Black Felt NDLayer: Black Tar NDLayer: Black Felt NDLayer: Grey Fibrous Material NDLayer: Yellow Foam ND

Asbestos (ND)Total Composite Values of Fibrous Components:Cellulose (10 %) Fibrous Glass (40 %) Comment: Bulk complex sample.

PJ40405-13B 12112087Layer: Black Tar NDLayer: Black Felt NDLayer: Black Tar NDLayer: Black Felt NDLayer: Black Tar NDLayer: Black Felt NDLayer: Grey Fibrous Material NDLayer: Yellow Foam ND

Asbestos (ND)Total Composite Values of Fibrous Components:Cellulose (10 %) Fibrous Glass (40 %) Comment: Bulk complex sample.

PJ40405-14A 12112088Layer: Grey Non-Fibrous Material ND


PJ40405-15A 12112089Layer: Black Semi-Fibrous Tar ND





TypePercent in



PJ40405-16A 12112090Layer: Brown Roof Shingle NDLayer: Black Felt ND


PJ40405-17A 12112091Layer: Grey Cementitious Material ND


PJ40405-17B 12112092Layer: Grey Cementitious Material ND


PJ40405-17C 12112093Layer: Grey Cementitious Material ND


PJ40405-18A 12112094Layer: White Drywall NDLayer: Tan Mastic NDLayer: Tan Fibrous Material NDLayer: Off-White Woven Material ND

Asbestos (ND)Total Composite Values of Fibrous Components:Cellulose (80 %) Fibrous Glass (Trace)

PJ40405-18B 12112095Layer: White Drywall NDLayer: Tan Mastic NDLayer: Tan Fibrous Material NDLayer: Off-White Woven Material ND


PJ40405-18C 12112096Layer: White Drywall NDLayer: Tan Mastic NDLayer: Tan Fibrous Material NDLayer: Off-White Woven Material ND





TypePercent in



PJ40405-19A 12112097Layer: White Drywall NDLayer: White Joint Compound NDLayer: White Tape NDLayer: Paint NDLayer: Off-White Mastic NDLayer: Off-White Woven Material ND


PJ40405-20A 12112098Layer: Beige Tile NDLayer: Tan Mastic ND


PJ40405-21A 12112099Layer: Grey Non-Fibrous Material NDLayer: Off-White Mastic ND


Analytical results and reports are generated by Forensic Analytical Laboratories Inc. (FALI) at the request of and for the exclusive use of the person or entity (client) named on suchreport. Results, reports or copies of same will not be released by FALI to any third party without prior written request from client. This report applies only to the sample(s) tested.Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by FALI. The client is solely responsible for theuse and interpretation of test results and reports requested from FALI. Forensic Analytical Laboratories Inc. is not able to assess the degree of hazard resulting from materialsanalyzed. FALI reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples werereceived in acceptable condition unless otherwise noted.

Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'.Tad Thrower, Laboratory Supervisor, Hayward Laboratory




Appendix B

Appendix B XRF Lead Testing Data, Lead Bulk Sample Chain of Custody Form, Laboratory Results Report and CDPH Form 8552

Clovis Unified School District

Fort Washington Elementary School

Lead Based Paint Survey By XRF

January 2, 2019

SURVEY BY

FORENSIC ANALYTICAL CONSULTING SERVICES, INC. 371 E BULLARD AVE., SUITE 109

FRESNO, CA 93710 (559) 436-0277


Fort Washington Elementary School

Lead Based Paint Survey By XRF

REVIEWED BY

Joseph Vuglia

CDPH CERTIFIED LEAD INSPECTOR/ASSESSOR CERT. #IA-22314 EXPIRATION 8-10-19

Page | 1

LEAD-BASED PAINT (LBP) INSPECTION AND SAMPLE PROTOCOL

The lead-based paint survey at this site was conducted using the following inspection and sampling protocol:

DEFINITION OF LEAD-BASED PAINT

EPA/HUD/DHS: Paint which contains at least 1.0 mg/cm2, 5000 parts per million, or 0.5% by weight of lead.

OSHA/Cal/OSHA: Lead containing paint which contains any detectable lead.

Cal/OSHA requires notification if over 100 sq. ft. of lead-based paint (1.0 mg/cm2 or higher) or presumed LBP (untested paint) is disturbed.

CONSTRUCTION YEARS

The building construction year was unknown to the inspector at the time of the survey.

The condition of the paint was classified as follows:

INTACT: Paint is in good condition, with no chips, abrasions or delamination.

FAIR: Paint is reasonably intact, with minor chips and slight abrasions.

POOR: Paint is chipped, scraped, delaminated, or peeling.

EQUIPMENT AND CALIBRATION

Lead-based paint determination was performed using a Niton X-Ray Fluorescence (XRF) detector. Verification of calibration was performed prior to, and immediately following testing.

DISCLAIMER

Hazard Management Services, Inc. (HMS, Inc.) has made every effort to sample every non-intact paint type and substrate within the structures at this site. If a painted surface that will be disturbed is not intact, and the paint is not listed in this report, the paint must be assumed to contain lead.

SURVEY FOR LEAD BASED PAINT


Page | 2

Site Name: Fort Washington Elementary School Date: January 2, 2019

Address: 960 E. Teague Ave., Fresno, CA 93720 HMS Job #: PJ40405

Start Time: 13:30 Calibration: 1.04 = 0.9 1.04 = 1.0 1.04 = 0.8 Technician: Jacob Sharp

End Time: 14:30 Calibration: 1.04 = 0.9 1.04 = 0.9 1.04 = 0.9 Inspector/Assessor: Joseph Vuglia

Niton XLP 300 22263 See Lead-Based Paint Inspections, Sampling Protocol, & Definition of Lead-Based Paint on Page 1

Condition Codes: I = Intact, F = Fair, P = Poor

No. Sample Location Component Substrate Color Condition XRF Result (mg/cm2)

1. Interior - Building B - Kitchen 2. Center of Room Floor Linoleum Cream I 0.00 3. North Side West End Door Metal Blue I 0.00 4. North Side West End Door Frame Metal Brown I 0.00 5. North Side West End Wall Drywall White I 0.00 6. North Side West End Wall FRP White I 0.00 7. North Side West End Ceiling 12” ACT White I 0.00 8. South Side East End Roof Ladder Metal White I 0.70 9. South Side East End Door Wood Light Blue I 0.00 10. South Side East End Freezer Metal Cream I 0.50 11. South Side East End Freezer Frame Metal Cream I 0.00 12. Interior - Building B - Pantry/Office 13. South Side Center Wall Drywall White I 0.00 14. Interior - Building B - Restroom 15. Center of Room Floor 1” Ceramic Tile Blue I 0.01 16. South Side Center Wall Drywall White I 0.00 17. South Side Center Wall 4” Ceramic Tile White/Green I 7.00 18. West Side Center Toilet Porcelain White I 0.01



Page | 3








19. Interior - Building B - Restroom (Continued) 20. East Side Center Sink Porcelain White I 0.00 21. Interior - Building B – Multipurpose Room 22. South Side East End Door Metal Blue I 0.00 23. South Side East End Door Frame Metal Brown I 0.00 24. Exterior – Building B 25. East Side South End Door Metal Blue I 0.13 26. East Side South End Door Frame Metal Blue I 0.00 27. East Side South End Wall Stucco White I 0.00 28. East Side South End Overhang Wood White I 0.00 29. South Side East End Overhang Stucco Blue I 0.00 30. South Side East End Roof Flashing Metal Blue I 0.00 31. East Side South End Cover Metal Blue I 0.01 32. East Side South End Wall Brick Brown I 0.00 33. East Side Center Rollup Metal Blue I 0.01 34. East Side Center Rollup Door Frame Metal Blue I 0.02 35. East Side Center Floor Metal Blue I 0.00 36. East Side Center Floor Wood Blue I 0.00



Page | 4








37. Exterior – Building B (Continued) 38. West Side Center Door Metal Brown I 0.00 39. West Side Center Door Frame Metal Brown I 0.00 40. West Side North End Downspout Metal Cream I 0.00 41. 42. 43. 44. 45. 46. 47. 48. 49. 50. 51. 52. 53.


Metals Analysis of PaintsClient ID:Report Number:Date Received:

M206570

Job ID / Site: PJ40405; CLOVIS UNIFIED SCHOOL DISTRICT Fort Washington ES 960 ETeague Ave Fresno CA 93710

FACS - Fresno FR09

FALI Job ID:

Date Analyzed:

FR09

Joseph Vuglia

Hayward, CA 94545

21228 Cabot Blvd.

Date Printed: 01/07/1901/07/19

First Reported: 01/07/19

01/04/19

Final Report

(AIHA-LAP, LLC Accreditation, Lab ID #101762)

Date(s) Collected: 1/2/19 Total Samples Submitted:Total Samples Analyzed:

1

1

Sample Number Lab Number ResultResult Reporting Method

Analyte Units Limit* Reference

EPA 3050B/7000B0.018PbPJ40405-01PB 30824045 wt% 0.007

Analytical results and reports are generated by Forensic Analytical at the request of and for the exclusive use of the person or entity (client) named on such report. Results,reports or copies of same will not be released by Forensic Analytical to any third party without prior written request from client. This report applies only to the sample(s)tested. Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by Forensic Analytical. The clientis solely responsible for the use and interpretation of test results and reports requested from Forensic Analytical. Forensic Analytical is not able to assess the degree of hazardresulting from materials analyzed. Forensic Analytical reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federalguidelines, unless otherwise specified. Any modifications that have been made to referenced test methods are documented in Forensic Analytical's Standard OperatingProcedures Manual. Sample results have not been blank corrected. Quality control and sample receipt condition were acceptable unless otherwise noted.

Daniele Siu, Laboratory Supervisor, Hayward Laboratory

* The Reporting Limit represents the lowest amount of analyte that the laboratory can confidently detect in the sample, and is not aregulatory level. The Units for the Reporting Limit are the same as the Units for the Final Results.

3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218

1 of 1



Appendix D CUSD Fort Washington ES – Kitchen Expansion Project 2/7/19 Asbestos and Lead Survey Report

Appendix C Certifications of Personnel and Laboratories









AIHA Laboratory Accreditation Programs, LLC 3141 Fairview Park Drive, Suite 777, Falls Church, VA 22042 USA

main +1 703-846-0736 fax +1 703-207-8558 Twitter: @AIHA_LAP_LLC

R3 05/05/2015 Page 1 of 1

October 31, 2016

Laboratory ID: 101762 Steve Takahashi Forensic Analytical Laboratories, Inc. 3777 Depot Road, Suite 409 Hayward, CA 94545 Dear Mr. Takahashi: Congratulations! The AIHA Laboratory Accreditation Programs (AIHA-LAP), LLC’s Analytical Accreditation Board (AAB) has approved Forensic Analytical Laboratories, Inc. as an accredited Industrial Hygiene, Environmental Lead, Environmental Microbiology and Unique Scopes laboratory. Accreditation documentation includes the IHLAP, ELLAP, EMLAP and Unique Scope accreditation certificate, scope of accreditation document and a copy of the current AIHA-LAP, LLC license agreement (if your completed agreement is not on file at AIHA-LAP, LLC). The accreditation symbol has been designed for use by all AIHA-LAP, LLC accredited laboratories. If your laboratory chooses to use the symbol in its advertising the laboratory’s accreditation, you must complete and return the AIHA-LAP, LLC license agreement to a Laboratory Accreditation Specialist. Once submitted, an electronic copy of the accreditation symbol will be sent to you. Please inform us if your laboratory does not wish to use the symbol in advertising. Laboratory accreditation shall be maintained by continued compliance with IHLAP, ELLAP, EMLAP and Unique Scope requirements (see Policy Modules 2B, 2C, 2D, 2E and 6), which includes proficient participation in AIHA-LAP, LLC approved proficiency testing, demonstration of competency, or round robin program as indicated on the AIHA-LAP “Approved PT and Round Robin” webpage, its associated Scope/PT table, and as required in Policy Module 6, for all Fields of Testing (FoTs) for which the laboratory is accredited. An accredited laboratory that wishes to expand into a new FoT must submit an updated accreditation application to AIHA-LAP, LLC for review by the AAB. Any changes in ownership, laboratory location, personnel, FoTs/Methods, or significant procedural changes shall be reported to AIHA-LAP, LLC in writing within twenty (20) business days of the change. The accreditation certificate is the property of AIHA-LAP, LLC and must be returned to us should your laboratory withdraw or be removed from the IHLAP, ELLAP, EMLAP and Unique Scope. Again, congratulations. If you have any questions, please contact Lauren Schnack, Senior Specialist, Quality and Accreditation, at (703) 846-0716. Sincerely,

Cheryl O. Morton Managing Director AIHA Laboratory Accreditation Programs, LLC

AIHA Laboratory Accreditation Programs, LLC

acknowledges that

Forensic Analytical Laboratories, Inc. 3777 Depot Road, Suite 409, Hayward, CA 94545

Laboratory ID: 101762 along with all premises from which key activities are performed, as listed above, has fulfilled the requirements of the AIHA Laboratory Accreditation Programs (AIHA-LAP), LLC accreditation to the ISO/IEC 17025:2005 international standard, General Requirements for the Competence of Testing and Calibration Laboratories in the following:

LABORATORY ACCREDITATION PROGRAMS

INDUSTRIAL HYGIENE Accreditation Expires: October 01, 2018 ENVIRONMENTAL LEAD Accreditation Expires: October 01, 2018 ENVIRONMENTAL MICROBIOLOGY Accreditation Expires: October 01, 2018 FOOD Accreditation Expires: UNIQUE SCOPES Accreditation Expires: October 01, 2018 Specific Field(s) of Testing (FoT)/Method(s) within each Accreditation Program for which the above named laboratory maintains accreditation is outlined on the attached Scope of Accreditation. Continued accreditation is contingent upon successful on-going compliance with ISO/IEC 17025:2005 and AIHA-LAP, LLC requirements. This certificate is not valid without the attached Scope of Accreditation. Please review the AIHA-LAP, LLC website (www.aihaaccreditedlabs.org) for the most current Scope.

William Walsh, CIH Chairperson, Analytical Accreditation Board

Cheryl O. Morton Managing Director, AIHA Laboratory Accreditation Programs, LLC

Revision 15: 03/30/2016 Date Issued: 10/31/2016

http://www.aihaaccreditedlabs.org/

Effective: 04/10/2015 101762_Scope_IHLAP_2016_10_31 Page 1 of 2


SCOPE OF ACCREDITATION Forensic Analytical Laboratories, Inc. Laboratory ID: 101762 3777 Depot Road, Suite 409, Hayward, CA 94545 Issue Date: 10/31/2016 The laboratory is approved for those specific field(s) of testing/methods listed in the table below. Clients are urged to verify the laboratory’s current accreditation status for the particular field(s) of testing/Methods, since these can change due to proficiency status, suspension and/or withdrawal of accreditation.

Industrial Hygiene Laboratory Accreditation Program (IHLAP)

Initial Accreditation Date: 03/01/1990

IHLAP Scope Category

Field of Testing (FoT) (FoTs cover all relevant

IH matrices)

Technology sub-type/ Detector

Published Reference Method/Title of In-

house Method

Method Description or Analyte

(for internal methods only)

Chromatography Core Ion Chromatography (IC) NIOSH 7903

OSHA ID 215

Spectrometry Core

Atomic Absorption

CVAA NIOSH 6009

OSHA ID-140 OSHA ID-145

FAA NIOSH 7082

OSHA ID-121 GFAA NIOSH 7105

Inductively-Coupled Plasma ICP/AES

NIOSH 7303 OSHA ID 125G

(Modified) UV/VIS (Colorimetric) NIOSH 7600

Infrared ASTM D7948 NIOSH 7603

Asbestos/Fiber Microscopy Core

Polarized Light Microscopy (PLM)

EPA/600/M4-82-020, 1982 EPA/600/R-93/116, July

1993 Phase Contrast

Microscopy (PCM) NIOSH 7400 E-700

Transmission Electron Microscopy (TEM)

EPA 600/R-93/116 SOP TEM 301 EPA 600/R-93/116 SOP TEM 300 EPA 600/R-93/116 SOP TEM 302 EPA 600/R-93/116 SOP TEM 303

EPA AHERA - 40 CFR Part 763

EPA AHERA Method (40 CFR 763, Subpart E,

Appendix A, Mandatory Method

Effective: 04/10/2015 101762_Scope_IHLAP_2016_10_31 Page 2 of 2

IHLAP Scope Category

Field of Testing (FoT) (FoTs cover all relevant

IH matrices)

Technology sub-type/ Detector

Published Reference Method/Title of In-

house Method

Method Description or Analyte


Asbestos/Fiber Microscopy Core

Transmission Electron Microscopy (TEM)

NIOSH 7402 Yamate Level 1 Yamate Level 2

Miscellaneous Core Gravimetric NIOSH 0500 (Modified) NIOSH 0600 (Modified)

A complete listing of currently accredited Industrial Hygiene laboratories is available on the AIHA-LAP, LLC website at: http://www.aihaaccreditedlabs.org


Effective: 10/14/2016 Scope_ELLAP_R7 Page 1 of 1


SCOPE OF ACCREDITATION Forensic Analytical Laboratories, Inc. Laboratory ID: 101762 3777 Depot Road, Suite 409, Hayward, CA 94545 Issue Date: 10/31/2016 The laboratory is approved for those specific field(s) of testing/methods listed in the table below. Clients are urged to verify the laboratory’s current accreditation status for the particular field(s) of testing/Methods, since these can change due to proficiency status, suspension and/or withdrawal of accreditation. The EPA recognizes the AIHA-LAP, LLC ELLAP program as meeting the requirements of the National Lead Laboratory Accreditation Program (NLLAP) established under Title X of the Residential Lead-Based Paint Hazard Reduction Act of 1992 and includes paint, soil and dust wipe analysis. Air and composited wipes analyses are not included as part of the NLLAP.

Environmental Lead Laboratory Accreditation Program (ELLAP)


A complete listing of currently accredited Environmental Lead laboratories is available on the AIHA-LAP, LLC website at: http://www.aihaaccreditedlabs.org

Field of Testing (FoT) Technology sub-type/ Detector Method Method Description


Paint EPA SW-846 3050B EPA SW-846 7000B

Soil EPA SW-846 3050B EPA SW-846 7000B

Settled Dust by Wipe NIOSH 7082 NIOSH 9100

OSHA ID-105 Modified

Airborne Dust NIOSH 7082 NIOSH 7105 NIOSH 7303


Effective: 03/12/2013 101762_Scope_EMLAP_2016_10_31 Page 1 of 1



Environmental Microbiology Laboratory Accreditation Program (EMLAP)


EMLAP Category Field of Testing (FoT) Method Method Description


Fungal

Air - Culturable SOP IAQ 100 Analysis of Viable Air Samples for Identification of Fungal Mycota

Bulk - Culturable SOP IAQ 103 Analysis of Viable Bulk Samples for Identification of Fungal Mycota

Surface - Culturable SOP IAQ 103 Analysis of Viable Bulk Samples for Identification of Fungal Mycota

Air - Direct Examination SOP IAQ 101 Analysis of Non-Viable Air Samples for

Identification of Fungal Mycota Bulk - Direct Examination SOP IAQ 102 Analysis of Non-Viable Bulk Samples for

Identification of Fungal Mycota Surface - Direct

Examination SOP IAQ 102 Analysis of Non-Viable Bulk Samples for Identification of Fungal Mycota

Bacterial Legionella SOP IAQ 214 Recovery of Legionellae from Swab Samples

A complete listing of currently accredited Environmental Microbiology laboratories is available on the AIHA-LAP, LLC website at: http://www.aihaaccreditedlabs.org


Effective: 08/29/2014 Scope_UniqueScopes_R1 Page 1 of 1



Unique Scopes Laboratory Accreditation Program (Unique Scopes)


A complete listing of currently accredited Unique Scope laboratories is available on the AIHA-LAP, LLC website at: http://www.aihaaccreditedlabs.org

Unique Scope Category Field of Testing (FoT) Method Method Description (for internal methods only)

Consumer Product Testing Lead in Paint and Other Similar Surface Coatings

16 C.F.R 1303 CPSC-CH-E1001.08.1 MET 214

16 C.F.R 1303 CPSC-CH-E1002.08.1 MET 215

16 C.F.R 1303 CPSC-CH-E1003-09 MET 213


Right People

Right Perspective

Right Now

www.forensicanalytical.com


Right People. Right Perspective. Right Now.

LEAD REMEDIATION SCOPE OF WORK

CLOVIS UNIFIED SCHOOL DISTRICT

FORT WASHINGTON ELEMENTARY SCHOOL – KITCHEN EXPANSION

CONTACTS: Chris Smith (CUSD) or Joe Vuglia (FACS) (559) 327-9242 (559) 436-0277 SITE IDENTIFICATION Fort Washington Elementary School 960 E. Teague Avenue Fresno, CA 93720 BACKGROUND In order for the District to perform renovations at Building B for the Kitchen expansion project, existing lead-based materials must be remediated. The lead remediation contractor shall be responsible for complying with Cal/OSHA construction standard for lead (8 CCR 1532.1) and any other regulatory requirements applicable to their work on this project. The contractor is responsible for their own measurements for purposes of bidding, notifications, manifesting, disposal, or any other purpose. The lead remediation contractor shall be responsible for reviewing and complying with this scope of work, general requirements, job specifications, and architectural plans submitted for this project. Where the scope of work and attached general requirements conflict, the scope of work shall take precedence. If any conflicts exist between other contract documents and this scope of work or the general requirements, the contractor shall promptly bring any discrepancies to the attention of the District and FACS for resolution. The lead work described in this scope of work is designed to assist the contractor to meet the requirements of the Cal/OSHA lead standard for the construction industry (8 CCR 1532.1). These specifications are not designed to comply with the requirements for abatement as defined in the CDPH Title 17 regulation. Unless stated specifically otherwise in these specifications, the Owner does not anticipate any work being done as part of this project that meets the definition of abatement as used in Title 17. Therefore, unless specifically directed otherwise by this specification or by the direction of the Owner and/or Project Monitor, the contractor and/or subcontractors shall NOT submit Form 8551, “ABATEMENT OF LEAD HAZARDS,” to the CDPH since that form provides inappropriate notice for the work to be done on this project. The contractor may be required to complete and submit this form should the scope of the project or work practices change, or if a lead hazard is created during the project. LEAD-BASED PAINTS OR COATINGS

MATERIAL LOCATION LEAD CONTENT APPROX. QUANTITY

4” Ceramic wall tile (white/green)

Building B: Kitchen Restroom at walls

7.00 mg/cm2 160 ft2

Low-level lead was also detected in other paints or coatings which may be disturbed during this project; however, remediation of low-level lead is not part of this scope of work. The Cal/OSHA construction standard for lead (8 CCR 1532.1) regulates the disturbance of any detectable concentration of lead in paints, coatings or other materials, including disturbances caused by component removal, cutting, drilling, penetrating, or other actions which may create lead exposures. A contractor who will have workers impacting any detectable concentration of lead must perform an initial exposure assessment to ascertain which portions of the Cal/OSHA lead requirements are applicable to their work. Any work which impacts

http://www.forensicanalytical.com/

Forensic Analytical Consulting Services

www.forensicanalytical.com Right People. Right Perspective.

Right Now.

lead-containing materials must be performed by workers with either lead action level or lead awareness training, depending on the results of the contractor’s initial lead exposure assessment, and such work must be performed in a lead-safe manner in accordance with Cal/OSHA requirements. Any disturbance to lead-containing components must be performed within a contained area to prevent the build-up of lead dust on surfaces to remain in compliance with CDPH requirements. NOTIFICATION The lead remediation contractor shall be responsible for submission of the Pre-Job Lead-Work notification to Cal/OSHA at least 24 hours prior to the start of work on this project. A copy of this notification shall be posted on the job site and a copy shall be provided to the Owner and/or FACS. LEAD EXPOSURE ASSESSMENT The lead remediation contractor must perform an initial determination regarding worker exposures to lead, which may be based on personal air monitoring at the start of the project, prior employee monitoring from the past 12 months under workplace conditions closely resembling the current project (Negative Exposure Assessment), or objective data demonstrating that exposures will not exceed the Cal/OSHA action level (30 micrograms per cubic meter of air). It is the employer’s responsibility to conduct the initial determination and comply with any relevant Cal/OSHA requirements triggered by their determination. SUPERVISOR & WORKER TRAINING REQUIRED Work impacting lead-based paints, coatings, or components has an assumed lead exposure level above the Cal/OSHA permissible exposure limit (PEL) for lead. Workers disturbing lead-containing components during this project must have lead awareness or action level lead training and CDPH lead-related construction worker certification, unless the contractor’s initial exposure assessment conclusively shows via a valid Negative Exposure Assessment that worker exposures will remain below the PEL. At least one contractor worker must be on site as the designated competent person and they shall have training and CDPH lead-related construction certification as supervisor. Proof of lead training will be required and shall be submitted to the on-site project monitor. If the remediation contractor relies on personal air monitoring at the start of this project for their initial exposure assessment, until air sample results are obtained which show workers are not exposed above the PEL workers and supervisors must have CDPH certification. WORKER PROTECTION The remediation contractor shall provide respiratory protection in accordance with current Cal/OSHA regulations. At a minimum, half-face, negative-pressure respirators, with HEPA P-100 cartridges and disposable coveralls such as Tyvek or equivalent shall be worn by all workers during any disturbance to lead-based paints, coatings, or components. SUBMITTALS A copy of the lead remediation contractor’s prestart submittal shall be provided to FACS at least 24 hours prior to the project start. The submittals must include all of the items listed in the Requirements for the Disturbance of Lead specification at Section 1.6.1 Submittals Prior to the Start of Work. Delays in providing the required submittals may affect the start of the project. At the beginning of the project, a copy of the lead remediation contractor's safety meeting notes shall be given to the FACS project monitor. This document shall be signed by all attendees of the safety meeting and shall list topics covered during this meeting. A new safety meeting shall be performed at least weekly, or if hazards change, or if an accident occurs. If the lead work extends beyond the anticipated one-day duration, at the start of each day, the lead remediation contractor shall be responsible for submitting a paper copy of the previous day’s paperwork (worker roster, regulated area sign-in/sign-out sheets, daily log) to the onsite FACS project monitor.



Right Now.

OCCUPANCY The lead work area will be unoccupied; however, other areas within the structure or at the site may be occupied. DISPOSITION & STORAGE OF ITEMS IN AREA/RESPONSIBLE PARTY The District will be responsible for the removal, storage, and replacement of all removable items. WATER/ELECTRICITY Water and electricity are both available. The remediation contractor shall be responsible for any connections, hose lengths, or extension cords needed. Ground fault circuit interrupters shall be used at all primary electrical connections. The remediation contractor shall be responsible for any damage caused by their use of water and/or electric systems. PRE-CLEANING No pre-cleaning is required; however, removal of debris may be needed for containment setup. SECURITY/SAFETY The remediation contractor shall be responsible for the security of the project area and their equipment. The remediation contractor’s safety plan shall be included in pre-start submittals. A copy of the remediation contractor's safety meeting notes shall be given to the onsite FACS project monitor at the start of the project. CHALLENGE TESTING Onsite challenge testing is not required for HEPA-equipped devices; however, such equipment shall have been successfully tested within the past 60 days. Proof of successful challenge testing shall be provided to the onsite FACS project monitor. Equipment must be used and oriented in the same manner as when tested. All equipment shall arrive at the project site visually clean. Units arriving dirty or appearing to be contaminated shall be removed from the project site. DECONTAMINATION/CONTAINMENT SETUP Polyethylene sheeting used during this project shall be 6-mil and flame retardant. The remediation contractor shall coordinate with the District and/or general contractor to ensure that all HVAC systems attached to the work area are shut-off and secured for the duration of the lead remediation. Setup for ceramic wall tile removal shall include double-layer 6-mil polyethylene sheeting covering the entire floor of the work area. A polyethylene airlock-style flap shall be affixed to the entry to contain dust and debris inside the work area. Any other wall or ceiling openings shall be sealed. A negative air pressure unit shall be incorporated into the regulated area to create a negative air pressure zone inside the work area. A regulated area shall be established outside the containment area by use of caution tape and lead warning signs. The remediation contractor shall control access to the regulated area and prevent any unauthorized entry into the lead work area. A decontamination area shall be sited within the regulated area directly adjacent to the lead work area, and shall include a clean water source, soap, and towels. A poly drop sheet shall be secured to the ground at the decontamination area and shall cover all ground along any path of travel to the lead work area. A privacy screen shall be erected around the decontamination area at the discretion of the remediation contractor. WASTE BINS It is not expected that a waste bin will be needed for the quantity of lead-based ceramic tile to be removed during this project. If the remediation contractor elects to not use a waste bin, they must coordinate with the General Contractor and District to determine a suitable location that may be used to securely hold waste onsite until a hazardous waste determination has been completed.



Right Now.

If the lead remediation contractor elects to use a waste bin, it must be fully-enclosed and securable. The remediation contractor shall coordinate with District and/or general contractor to determine an acceptable location to site any waste bins. Wood shall be placed beneath waste bin wheels to protect concrete or asphalt ground finishes. Waste bins shall be clean upon arrival on site and in proper working order. All waste bins shall be double-lined with 6-mil poly sheeting, separate from any waste packing, such as for burrito-wrapped bulk-loaded waste. LEAD REMDIATION PROCEDURES Removal of ceramic wall tile may be performed using hand tools or mechanical means as needed. HEPA vacuum attachments or shrouds shall be used as needed in conjunction with mechanical means of removal to limit dust generation. Tile and other generated waste and debris shall be kept wet during removal and waste packaging. All lead waste shall be packaged in leak-tight containers, which may be double-bagging in goose-neck sealed waste bags or using single goose-neck sealed bags deposited in a hard-shell waste container, such as a barrel or box. The ceramic tile grout bed may be left in place unless the lead remediation contractor has accepted direction from the General Contractor to remove it as part of their scope of work. FINAL INSPECTION Following completion of ceramic wall tile removal, the remediation contractor’s supervisor shall perform a visual inspection of the containment area to verify that all wall tile has been removed, waste has been properly packaged and removed from the containment, and final detail cleaning of the work area has been completed successfully. Upon completion of their own visual inspection, the supervisor shall inform the FACS project monitor that the work area is ready for the final visual inspection. The FACS project monitor will perform the final visual inspection to determine if the work outlined in this specification has been successfully completed. All specified ceramic tile must be removed, all waste must be properly packaged and removed from the containment, and all surfaces must be clean and free of any visible dust or debris. Clearance dust wipe sampling will not be performed unless a lead hazard is created during the remediation. If the remediation contractor creates a lead hazard (e.g. uncontained lead dust or debris emitted from the work area), they are responsible for any and all costs associated with clean-up of the hazard and clearance dust wipe sampling, including their own costs and also FACS’ costs for dust wipe sample collection and analysis. DISPOSAL Lead waste generated during this project must be subjected to a hazardous waste determination prior to the waste being removed from the site. The determination may utilize the remediation contractor’s prior experience with similar materials, or it may be based on laboratory analysis of a representative sample of the waste stream. The remediation contactor must submit their written hazardous waste determination or laboratory analysis documentation to FACS prior to removing lead waste from the site. Lead waste shall be disposed of in accordance with the hazardous waste determination. If the waste is determined to be hazardous, the remediation contractor must document waste shipments on a uniform hazardous waste manifest, and they are responsible for obtaining a signature from the District representative. If waste is determined to be non-hazardous, the remediation contractor shall document waste shipments by submitting to FACS the trip tickets or other shipping papers which accurately document waste amounts and final disposition. WORKING HOURS Typically, from 7:00 a.m. to 3:30 p.m.



Right Now.

WORK PERIOD The contractor shall have one (1) working day to complete this project. The start date is to be determined by the District and/or general contractor. The remediation contractor shall notify FACS at least 24 hours prior to their project start. Written by: Joe Vuglia, Project Manager, FACS CDPH Lead Inspector/Assessor, Monitor #22314 Attachments: Requirements for the Disturbance of Lead



REQUIREMENTS FOR THE DISTURBANCE OF LEAD

Forensic Analytical Consulting Services, Inc. 371 E. Bullard Avenue, Suite 109

Fresno, CA 93710 559-436-0277

forensicanalytical.com




January 1, 2019 To whom it may concern, The enclosed specifications were created by Hazard Management Services, Inc.(HMS, Inc. or HMS). HMS, Inc. is now Forensic Analytical Consulting Services, Inc. (FACS). This document has not been updated to reflect our new company name. Any references within this document to Hazard Management Services, Inc., HMS, Inc., or HMS should be presumed to now refer to FACS. If there is any ambiguity or if any clarification is needed regarding this issue, please contact me via email or by phone. Sincerley, Joseph Vuglia, Project Manager Forensic Analytical Consulting Services, Inc. 371 E. Bullard Avenue, Suite 109 Fresno, CA 93710 559-436-0277 [email protected]


TABLE OF CONTENTS

PART 1: GENERAL REQUIREMENTS

1.1 Introduction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

1.2 Definitions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2

1.3 Regulatory Compliance. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6

1.4 Lead-Work Pre-Job Notification Requirements. . . . . . . . . . . . . . . . . . . . . . . . . . . 8

1.5 Lead Training Requirements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9

1.6 Required Submittal Documents. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10

1.7 Third-party Oversight.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14

1.8 Air Sampling By The Owner and/or Project Monitor. . . . . . . . . . . . . . . . . . . . . . 14

1.9 Notification of Employers of Employees in Adjacent Areas. . . . . . . . . . . . . . . . . 14

1.10 Suspension Of Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15

1.11 Pre-Start Meeting. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15

1.12 Testing For Lead In Paints, Coatings, Ceramic Tile, And Other Materials. . . . . . 15

Part 2.0 MATERIALS AND EQUIPMENT

2.1 Fire Resistant Plastic Sheeting (Poly). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15

2.2 Challenge Testing of HEPA Filtration Systems . . . . . . . . . . . . . . . . . . . . . . . . . . 15

2.3 Vacuum-Assisted Tools. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16

2.4 Power Washing. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16

2.5 Personal Protective Equipment. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16

2.6 Rental Equipment.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17

Part 3.0 EXECUTION

Summary. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17

3.1 Compliance With Requirements For The PEL and Action Level. . . . . . . . . . . . . 17

3.2 Work Involving Whole Component Removal or Demolition of Entire Structures1. 8

3.3 Prohibited Work Practices. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19

3.4 Competent Person. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19

3.5 Work Site Preparation & Containment Requirements.. . . . . . . . . . . . . . . . . . . . . 19

3.6 Wet Work Practices. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25

3.7 Prompt Cleanup of Debris. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25

3.8 Final Cleanup of The Work Area.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25

3.9 Final Inspection of The Work Area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26

3.10 Power Washing of Exterior Building Surfaces. . . . . . . . . . . . . . . . . . . . . . . . . . . 27

3.11 Lead Waste Management.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28

3.12 Alternative Work Plans. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30

Pre-Start Submittal Form. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31

Requirements for the Disturbance of Lead 1

REQUIREMENTS FOR THE DISTURBANCE OF LEAD

PART 1: GENERAL REQUIREMENTS

1.1 Introduction

These specifications are designed to minimize and control potential lead hazards during the disturbance of

materials that contain lead. These procedures and precautions apply to the disturbance of lead that may

result from the preparation of surfaces prior to painting, from the drilling into, cutting into, or removal of

building components containing or covered with lead, or the demolition of buildings and structures that

contain lead either in or on their surfaces.

The primary focus of these specifications is to address the work practices and procedures that the

Contractor and/or other subcontractors must follow when conducting activities that may disturb lead in

paint or other coatings or lead in ceramic tile glaze.

Given the age of the building on this project, lead in measurable amounts is common in paint, varnish,

stains, and ceramic tile. Limited testing was conducted to determine concentrations of lead in specific

areas; a copy of the inspection report is provided with this specification. If not specifically tested, the

following products in or on project buildings are presumed to contain lead. All wall ceramic tile is

presumed to contain high concentrations of lead in the surface glaze. All interior and exterior painted,

stained or varnished building surfaces are assumed to contain various concentrations of lead. All yellow

pavement striping is assumed to contain lead. The Contractor or other subcontractors may also

encounter other building products such as lead sheeting, roof flashing or roof vents that may, in his or her

judgement, be assumed to contain lead until proven otherwise.

The Contractor and other subcontractors working on this project must treat these suspect lead-containing

products as containing lead unless the material is tested and proved to not contain lead by Hazard

Management Services, Inc. (HMS, Inc.) or another CDPH-certified inspector/risk assessor approved by

the Project Monitor and the Owner. Unless tested, Cal/OSHA regulations will apply if any of these

surfaces or materials will be disturbed during the project work.

HMS, Inc. anticipates rigorously enforcing Cal/OSHA and California Department of Public Health (CDPH)

regulations regarding the training of workers disturbing lead and the containment and work practices

utilized during that disturbance. The training requirements for workers and supervisors on this project are

summarized in Part 1.5. Lead Training Requirements. The Contractor and other subcontractors disturbing

lead must be familiar with the CDPH requirements regarding containment of lead debris and the

Cal/OSHA lead in construction standard. Those requirements are summarized below in Part 1.3

Regulatory Compliance.

In summary, the Contractor and subcontractors shall utilize engineering controls to limit the release of lead

dust or debris. These engineering controls may include, but are not limited to, using wet methods, using

tools with vacuum recovery systems with High Efficiency Particulate Air (HEPA) filtration, using vacuums

with HEPA filtration, using negative air pressure differential systems, and by the prompt clean up of any

lead-containing debris that the work might produce. Dry scraping, sanding, grinding, or abrading lead-

containing materials is not permitted. All work that disturbs lead will require a containment. The

containment may be as simple as plastic sheeting on the floor or ground when drilling minor penetrations

or scraping paint on exterior surfaces. Or, for the demolition of ceramic tile, it is likely to require the

Contractor to develop a full containment for the area and develop a negative air pressure differential

system. The requirements for work practices and containment are described in Part 3.5 W ork Site

Preparation & Containment Requirements.

The requirements of this document apply to all employers who have employees who may reasonably be

exposed to lead on this project. This includes the Contractor, who will normally be an environmental

contractor such as an asbestos abatement contractor, or a painting contractor utilizing California

Department of Public Health (CDPH) lead certified workers and supervisors. In addition, these

requirements apply to all subcontractors conducting work on this project who have employees who may

disturb lead by drilling, cutting, scraping, or demolishing materials containing lead.


No Contractor shall begin work which will disturb known or suspect lead-containing surfaces or materials

in a manner that may expose a worker to lead-containing dust, create a potential for building

contamination, or create possible lead-containing waste, until all required pre-construction documentation

has been reviewed and written approval has been received by the Owner and/or Project Monitor.

Activities expected to disturb lead-containing materials include, but are not limited to, painting preparation

work such as scraping or sanding, penetration of painted surfaces through drilling or cutting, demolition of

painted surfaces, removal of painted building components, and removal, drilling, or cutting of ceramic wall

tiles. If the Contractor or subcontractors are observed conducting such activities without having written

approval from the Owner and/or Project Monitor, they will be instructed to stop work. W ork will not be

allowed to resume until the Owner and/or Project Monitor provides approval for the work to begin.

1.2 Definitions

Action Level - Airborne exposure to lead at or above 30 µg/m over an eight-hour-time-weighted average3

as discussed in 8 CCR 1532.1. Typically, when employees are exposed over the Action Level, the

employer must provide blood testing, training in compliance with 8 CCR 1532, and air sampling.

Air Filtration Unit - A portable exhaust system equipped with HEPA filtration and capable of maintaining

a constant low velocity air flow into contaminated areas from adjacent uncontaminated areas. At a

minimum, the air intake for the air filtration device must have a pre-filter on it which can be changed within

the containment area. In most cases, air filtration devices will need to pass challenge testing by DOP

before they are allowed to be used on site.

Airlock - A system for permitting ingress and egress with minimum air movement between a

contaminated area and an uncontaminated area, typically consisting of two curtained doorways separated

by a distance of at least three feet such that one passes through one doorway into the airlock, allowing the

doorway sheeting to overlap and close off the opening before proceeding through the second doorway,

thereby preventing flow-through contamination.

Air Monitoring - The process of measuring the content of a known volume of air collected during a

specific period of time.

Blood Testing - Blood testing for lead and zinc protoporphyrin in compliance with the requirements for

medical surveillance as listed in 8 CCR 1532.1.

Cal/OSHA - California Division of Occupational Safety and Health. A California agency that implements

and enforces numerous health and safety standards regarding lead.

Certified Lead Supervisor and Worker - Supervisors and workers currently certified by the CaliforniaDepartment of Public Health (CDPH).

Challenge Testing - Process used to verify that HEPA-filtered equipment does not leak or exhaust

asbestos, lead, or other particulate. This testing must be done by a testing company, not affiliated with the

Contractor, and approved by the Owner and Project Monitor. Challenge testing normally uses an oil mist

as the challenge agent and measures how much, if any, of the agent is exhausted from the machine being

tested.

Clean Room - An uncontaminated area or room which is a part of the worker decontamination enclosure

system with provisions for storage of workers' street clothes and clean protective equipment. The term

also includes the uncontaminated area or room of a W aste Transfer Airlock.

Containment - Isolation of the work area from the rest of the building to prevent escape of lead in dust,

debris or in the air.

Contractor - The Contractor is the person or entity identified as such in the contract documents as beingresponsible for the environmental work as done in response to and in accordance with this document. References to the "Contractor" include the Contractor’s authorized representatives. The Contractor maybe a sub-contractor to the Primary Contractor. The Contractor normally will be responsible for paint

preparation work that disturbs lead, paint scraping done prior to the demolition of structures, or the


demolition of ceramic tile. The Contractor will typically need to use CDPH certified lead workers and

supervisors to conduct their work that disturbs lead. Those employers disturbing smaller amounts of lead

such as through drilling, cutting, or small component removal are typically known as a subcontractor for

the purposes of this specification.

Critical Barrier - Critical barriers are used to restrict water and airflow. Critical barriers are the barriers

placed over openings in the walls and ceilings of a work area in order to ensure that lead dust cannot

escape the work area via these openings. Unless otherwise specified in these Specifications, critical

barriers shall be constructed of at least one layer of six-mil thick poly.

Curtained Doorway - A device to allow ingress or egress from one room to another while permitting

minimal air movement between the rooms. These are typically constructed by placing two overlapping

sheets of plastic over an existing or temporarily framed doorway, securing each along the top of the

doorway, securing the vertical edge of one sheet along one vertical side of the doorway and securing the

vertical edge of the other sheet along the opposite vertical side of the doorway. Other effective designs

are permissible as long as they are approved by the Project Monitor.

Decontamination Enclosure System - A series of connected rooms, separated from the work area and

from each other by air locks, for the decontamination of workers, containers, and equipment. This unit

shall be constructed with at least two layers of six mil poly for the floors, walls, and ceiling. The floor of the

dirty room shall consist of two layers of six mil poly plus a third layer of poly, four mil or thicker, to be used

as a removable drop layer. Drop layer is to be removed as needed, but at least daily.

CDPH - California Department of Public Health. State agency that regulates the disturbance of lead in

public buildings and on all structures in California. This agency and relevant regulations are primarily

concerned with preventing childhood lead poisoning.

DOP - Dioctylphthalate particles, a testing agent for the efficiency of HEPA filters.

DOT - Department of Transportation, a Federal agency which has regulations and labeling requirements

for the transportation of hazardous waste.

DTSC - Department of Toxic Substances Control, a department within the California Environmental

Protection Agency charged with implementing and enforcing hazardous waste regulations.

Dust or Debris - Any visible dust or debris remaining in work area will be considered lead-containing

residue.

EPA - U.S. Environmental Protection Agency, a Federal agency that developed and enforces various

asbestos and lead regulations.

HMS, Inc. - Hazard Management Services Inc. This is the lead project monitoring/management firm for

this project, and is the employer of the Project Monitor used on this project.

HVAC - Heating, ventilation and air conditioning system.

HEPA Filter - A high efficiency particulate air filter capable of removing particles 0.3 microns in diameter

from an air stream with 99.97% efficiency.

HEPA-Filtered-Vacuum Recovery System - This is a mechanical tool that has a shroud or covering over

the area of a surface disturbed by a mechanical system in order to eliminate or significantly reduce the

amount of dust released to the ambient air by the mechanical process. The shroud must be attached to a

working vacuum with HEPA filtration.

HEPA Vacuum - A vacuum system equipped with HEPA filtration. Typically these units will need to be

challenge tested before being allowed to be used inside of buildings on this project.


Lead-Based Paint - Materials meeting the definition of lead-based paint as defined by the California

Department of Public Health and the United States Environmental Projection Agency. Currently defined

as containing lead in concentrations equal to or greater than 1 mg/cm , 5000 ppm, or 0.5% by weight. 2

Lead-Containing Material - Materials that contain measurable, quantifiable amounts of lead. The

disturbance of these materials is regulated by Cal/OSHA.

Lead-Containing Hazardous Waste - Materials required by the State of California to be packaged,

labeled, transported, and disposed of as a lead hazardous waste.

Lead-Containing Waste Material - Lead-containing waste material that does not need to be treated as a

lead-containing hazardous waste.

Lead Project Management or Monitoring Firm – The firm hired by Owner to provide third-party

oversight of the disturbance of lead performed on the Owner’s property by the Contractor or

subcontractors. This firm is Hazard Management Services, Inc. (HMS, Inc.).

Mil - An abbreviation for 0.001 inch, or 0.0254 millimeter. Generally used when referring to the thickness

of plastic (poly) sheeting used to contain the regulated area.

Movable Object - An unattached piece of equipment or furniture in the work area which can be removed

from the work area.

Negative Air Machines - See Air Filtration Units.

NIOSH - The National Institute for Occupational Safety and Health. All respirators used on this project

must be approved by NIOSH.

Outside Air - The air outside buildings and structures.

Owner - Property owner where the disturbance of lead will take place. For example, this may be a private

building owner or manager, a government body such as a city or county agency, a military base, or a

school district. This includes the Owner’s authorized representatives and employees.

PEL - Permissible Exposure Limit (as used in 8 CCR 1532.1)

Permissible Exposure Limit (PEL) - Airborne exposure to lead above 50 µg over an eight-hour, time-3

weighted average as discussed in 8 CCR 1532.1. Typically, when employees are exposed over the PEL,

the employer must provide blood testing, respirators, protective clothing, shower decontamination, CDPH

certification, regulated areas, and air sampling.

Poly - Flame-retardant polyethylene sheeting used to seal critical barriers, create cleaning barriers and

drop layers, and to protect surfaces from damage or contamination.

Primary Contractor - The Contractor may not work directly for the Owner but instead subcontract with

another contractor such as a general contractor or demolition contractor. The Primary Contractor is the

entity responsible for hiring the Contractor if it is not the Owner.

Pre-start Meeting - Meeting held before the beginning of the project in which final details of the project

are discussed and Contractor provides project monitor with pre-job submittal packet.

Project Monitor - An individual qualified by virtue of experience and education, designated as the

Owner’s representative and responsible for overseeing the work that disturbs lead on this project. This

person is employed by or subcontracted to the Lead Project Management Firm. The Project Monitor is an

employee of Hazard Management Services, Inc. (HMS, Inc.).

Project Monitoring - Activities undertaken by the project monitoring firm for the purpose of monitoring the

work done by the Contractor on this project in regards to the disturbance of lead.


Regulated Area - Term used by Cal/OSHA in 8 CCR 1532.1 to indicate a work area where exposure to

airborne lead might exceed the Permissible Exposure Limit or where “Trigger Activities” may be

performed. The area must be demarcated with signs and barriers designed to keep unauthorized people

out of the area. Additionally “Regulated Area” means any measure used to restrict access to an area

where personnel impacting lead-containing materials are required to wear respiratory protection and/or

protective clothing by the project specifications regardless of airborne concentration of lead.

Shower Room - A room between the clean room and the equipment room in the decontamination

enclosure with hot and cold or warm running water controllable at the tap and suitably arranged for

complete showering during decontamination. Unless specified elsewhere in these specifications, or

determined otherwise by the Project Monitor, the shower shall be on a metal pan to contain water

splashed, leaked or spilled out of the shower unit.

Specifications - These written requirements describing procedures the Contractor must follow for this

project.

Subcontractor - Contractors working for the Primary (General) Contractor but who are not primarily

responsible for environmental work. For example, they may be responsible for demolition, electrical,

plumbing, general construction, minor painting, or other special trades.

Submittals - Pre-construction, interim construction, and post construction documents submitted by the

contractor to the Owner as indicated in General Requirements and Bidding Requirements.

Trigger Task - Term commonly used to describe the tasks described by Cal/OSHA in 8 CCR 1532.1

(d)(2). These are tasks or activities that Cal/OSHA believes are expected to result in airborne exposures

over the PEL until air monitoring proves otherwise. In brief, trigger tasks include manual demolition,

scraping, sanding, using HEPA-attached equipment, using heat guns to remove lead paint, welding, torch

cutting, and using other more aggressive techniques. (This is a summary list and does not list all tasks

that are considered trigger tasks.) In addition, trigger tasks include any activity reasonably expected to

result in airborne exposures to lead above the Permissible Exposure Limit.

View Ports - Clear windows into the regulated work area that allow authorized persons to view work

activities inside the regulated area without entering the area. The view ports must be of sufficient number,

constructed of materials of sufficient clarity, and be located in areas determined and/or approved of by the

Project Monitor. All regulated work areas including mini-enclosures will require view ports unless

specifically determined not to be feasible by the Project Monitor.

Visible Emissions - Any emissions containing particulate material that are visually detectable without the

aid of instruments. For example, dust, debris, and water leaks are considered visible emissions.

Waste Load-out/Transfer System - A decontamination system utilized for transferring containerized

waste from inside to outside of the work area. A series of connected rooms used for the load-out of lead-

containing materials that have been properly containerized.

Waste Bags - W aste bags for lead-containing waste must be a minimum of six-mil thickness. In general,

double bagging will be required.

Waste Containers - W aste containers are the containers into which lead-containing waste is placed.

They may be bags of at least six-mil thickness, metal or fiber barrels, or other containers such as

cardboard boxes approved by the Project Monitor. The Contractor is responsible for assuring that the

type of container chosen is acceptable to the waste landfill to which the waste will be transported.

W aste containers must be labeled according to the requirements of the California Department of

Occupational Safety and Health (Cal/OSHA), Department of Toxic Substances Control (DTSC),

Department of Transportation (DOT), and the Environmental Protection Agency (EPA).

Waste Transfer Airlock - A decontamination system utilized for transferring containerized waste from

inside to outside of the work area.


Wet Cleaning - The process of eliminating lead contamination from building surfaces and objects by

using cloths, mops, or other utensils which have been dampened with water and afterwards thoroughly

decontaminated or disposed of as lead-contaminated waste.

Work Area - Designated rooms, spaces, or areas of the project in which the disturbance of lead is to be

undertaken or which may become contaminated as a result of such action. A contained work area is a

work area which has been sealed off from adjacent areas.

Work Plan - Contractor’s written plan describing how the Contractor will perform the work in compliance

with these specifications. The work plan shall include information on preparation of the work area,

personal protective equipment, employee experience, training and assigned responsibilities during the

project. It will also list decontamination procedures for personnel, work area and equipment, removal

methods and procedures, required air monitoring program, procedures for handling and disposing of

waste materials and procedures for final decontamination and cleanup.

Worker - A person who successfully meets the training requirements for the disturbance of lead as

described in these specifications.

8 CCR 1532.1 - Chapter 8 of the Labor Code, California Code of Regulations, Section 1532.1: Lead

(Known as the Lead Standard for the Construction Industry)

8 CCR 1544 - Chapter 8 of the Labor Code, California Code of Regulations, Section 1544: Respiratory

Protection Standard.

1.3 Regulatory Compliance

Various agencies regulate work that disturbs lead-containing materials. The following is a summary of the

most important agencies and regulations that apply during the disturbance of lead during construction

work. This list is not to be considered comprehensive. The Contractor is responsible for complying with

all federal, state, and local regulations that may apply to the specific work they are conducting.

1.3.1 Environmental Protection Agency (EPA)

Lead: Identification of Dangerous Levels of Lead; Final Rule (40 CFR Part 745 Subpart D)

The EPA defines lead-based paint as paint and coatings that contain lead in concentrations equal

to or more than one milligram per square centimeter (1 mg/cm ), 5000 parts per million (50002

ppm), or one half of one percent (0.5%) by weight. EPA regulations apply to all housing and child-

occupied facilities built before 1978. W hen the term “lead-based paint” is used in the context of

these specifications, the term is used only to refer to paint that contains lead in concentrations

equal to or greater than that defined by the EPA as lead-based paint. (This is to differentiate lead-

based paint from the term “lead-containing paint” as used for compliance with Cal/OSHA.)

1.3.2 Housing and Urban Development (HUD)

Requirements for Notification, Evaluation and Reduction of Lead-Based Paint Hazards in

Federally Owned Residential Property and Housing Receiving Federal Assistance

(24 CFR Part 35)

The HUD Rule for Federal Housing (shortened name) applies to all residential properties built

before 1978 that receive Federal financial assistance. This regulation uses the same definition of

lead-based paint as the EPA. The work practices and procedures described in these

specifications are designed to comply with occupant and worker protection regulations as

mandated by OSHA and Cal/OSHA regulations for work that disturbs lead and are not designed

to comply with all the requirements of 24 CFR Part 35. Should this project be covered by this

regulation, the Owner may require additional practices and procedures in the scope of work for

activities conducted in properties covered by the HUD Rule for Federal Housing.

1.3.3 California Department of Public Health (CDPH)

Accreditation, Certification, and W ork Practices For Lead-Based Paint And Lead Hazards

(Title 17, CCR, Division 1, Chapter 8, Sections 35000-36100)


This regulation primarily applies to residential and public buildings located in California. The

definition of a public building is one that is “generally accessible to the public.” Some aspects of

this regulation, particularly those that pertain to the definition of “presumed lead-based paint” and

the containment requirements for disturbing lead-based paint apply to all structures in California.

This CDPH regulation definition of lead-based paint is identical to the EPA/HUD definition of 1

mg/cm , 5000 ppm, and 0.5% by weight. In addition, this regulation requires all paint on2

structures in California to be treated as “presumed lead-based paint” unless the paint is on a

home built after 1978 or a school built after 1992. THEREFORE THE PAINT IN ALL SCHOOLS

COVERED BY THIS PROJECT THAT WERE CONSTRUCTED BEFORE 1993 MUST BE

TREATED AS LEAD-BASED PAINT UNLESS TESTED AND PROVED OTHERWISE AS

DESCRIBED ELSEWHERE IN THESE SPECIFICATIONS.

The CDPH regulation differentiates between work that disturbs lead as part of renovation or

maintenance work and work that disturbs lead as part of “abatement” work as defined in Title 17.

The work practices and procedures described in these specifications are designed to comply with

occupant and worker protection regulations as mandated by Cal/OSHA regulations for work that

disturbs lead as part of renovation, demolition, and maintenance work. These specifications are

not designed to comply with the requirements for abatement as defined in the CDPH Title 17

regulation. Unless stated specifically otherwise in these specifications, the Owner does not

anticipate any work being done as part of this project that meets the definition of abatement as

used in Title 17. Therefore, unless specifically directed otherwise by this specification or by

the direction of the Owner and/or Project Monitor, the Contractor and/or subcontractors

shall NOT submit Form 8551, “ABATEMENT OF LEAD HAZARDS,” to the CDPH since that

form provides inappropriate notice for the work done on this project. The Contractor may be

required to complete and submit this form should the scope of the work or the work practices

change.

This regulation has significant penalties associated with the creation of “lead hazards.” Lead

hazards are defined as: “...disturbing lead-based paint or presumed lead-based paint without

containment, or any other nuisance which may result in persistent and quantifiable lead

exposure.” The requirements discussed in Part 3.5 W ork Site Preparation & Containment

Requirements are designed to meet CDPH requirements. Should a Contractor and/or

subcontractor conduct work without a containment or release lead-contaminated dust or debris

outside of the containment, they are in violation of this regulation. The Project Monitor will stop all

work, consider the Contractor and/or subcontractor to be in violation of these specifications and

the contract documents. W ork will not be allowed to begin again until the Contractor and/or

subcontractor takes adequate steps to correct their violation and convinces the Owner and/or

Project Monitor that the violation will not occur again.

1.3.4 California Occupational Safety and Health Administration (Cal/OSHA)

Lead Standard for the Construction Industry (8 CCR 1532.1)

This standard regulates work done by employees who may disturb lead as part of demolition,

construction, renovation or maintenance work. Painting activities that may disturb lead are

covered by this standard. General construction work that disturbs lead is covered, as is the

demolition of building components or entire structures.

Cal/OSHA regulates lead whenever lead is determined to exist in a material. W hen the term

“lead-containing paint” is used in the context of these specifications, the term is used to refer to

paint that contains lead in an amount equal to or above the reporting limit for the laboratory

analysis or that detected by an X-ray Fluorescent Analyzer (XRF).

In addition, Cal/OSHA uses the EPA/HUD/CDPH definition of lead-based paint (1 mg/cm , 50002

ppm, 0.5% by weight) for their pre-job notification requirements discussed in Part 1.4 Lead-W ork

Pre-Job Notification Requirements.

The following information summarizes the significant requirements in the Cal/OSHA standard.

This summary is not meant to substitute for the Contractor reading and being familiar with the

Cal/OSHA requirements.


a. The Cal/OSHA lead standard is very complex. Cal/OSHA regulates lead in materials

when a laboratory can quantify the amount of lead. This means materials are regulated

even when they contain very small amounts of lead. The standard sets an “Action Level”

for airborne lead at or above 30 µg/m over an eight-hour-time-weighted average.3

Typically, if employees are expected to be exposed to this airborne lead level, the

employer must conduct air sampling, provide blood lead testing, and provide specialized

training. The standard sets a “Permissible Exposure Limit” or “PEL” for airborne lead at or

above 50 µg/m over an eight-hour-time-weighted average. The employer must continue3

the requirements needed at the Action Level but must now provide respirators, protective

clothing, a shower decontamination system, and a written compliance program.

b. In 8 CCR 1532.1 (p), employers are required to notify Cal/OSHA before employees

conduct a trigger task that will disturb more than 100 square or linear feet of material that

contains lead in concentrations equal to or above 1 mg/cm , 5000 ppm, or 0.5% by2

weight. The notification also applies to welding or torch cutting that takes more than one

hour in a shift. Trigger tasks are described in 8 CCR 1532.1 (d)(2). In brief, they include

manual demolition, scraping, sanding, using HEPA-attached equipment, using heat guns

to remove lead paint, welding, torch cutting, and using other more aggressive techniques.

This is a summary list and does not list all task that are considered trigger tasks.

c. The California standard defines lead-containing paint at the Consumer Product Safety

Commission’s (CPSC) level of 0.06% by weight or 600 ppm for non-trigger tasks. The

lead standard would not apply if the paint contains less than 600 ppm and the employees

do not conduct trigger tasks. However if the employees do conduct trigger tasks, the

entire standard applies.

d. Cal/OSHA requires CDPH lead training and certification for any supervisors or workers

who are “shown to be exposed” to airborne lead levels above the PEL in residential or

public buildings. Therefore, if workers are exposed to airborne lead levels above the PEL

during this project, the Contractor and/or subcontractor must use CDPH-trained and

certified supervisors and workers.

e. Cal/OSHA requires the supervisor to establish a “regulated area” whenever employees

may be exposed to airborne lead over the PEL or if they will perform trigger tasks as

defined in 8 CCR 1532.1 (d)(2). The establishment of regulated areas is discussed in Part

3.5 W ork Site Preparation & Containment Requirements.

1.4 Lead-Work Pre-Job Notification Requirements

The Contractor is responsible for complying with the Lead-W ork Pre-Job Notification as specified in

8 CCR 1532.1 (p). If notification is required for this project, the Contractor must provide the notification to

Cal/OSHA and provide a copy of this notification to the Owner and/or Project Monitor as part of the

Contractor’s pre-work submittal package.

Unless the material is tested as described elsewhere in these specifications, the Contractor and

subcontractors must anticipate notifying Cal/OSHA if they plan to manually demolish or perform another

type of trigger task (such as paint scraping or sanding) on any painted surface or ceramic wall surface on

this project if the amount of material to be disturbed equals or is greater than 100 square feet.

Notification to Cal/OSHA is not required if the paint on the painted surface is primarily intact (not loose and

peeling) and the painted material is removed in a manner that does not disturb the paint. For example,

door or window frames may be removed without providing the notification if the paint or coating on the

frames is intact and the building components can be removed without significantly disturbing the coating.

Unless stated otherwise in these specifications, or directed otherwise by the Project Monitor, the

Contractor and/or subcontractors shall NOT submit Form 8551, “ABATEMENT OF LEAD

HAZARDS,” to the CDPH since that form provides inappropriate notice for the work done on this

project since no lead “abatement” as defined by CDPH will be conducted as part of this project.


1.5 Lead Training Requirements

At a minimum, the Contractor and subcontractors must meet the lead training requirements as specified

by 8 CCR 1532.1. This will include training all employees who drill, cut, scrape, abrade, remove, clean up

debris, or in any other way are exposed to lead from painted surfaces or ceramic tile found on the

buildings or structures covered by this project. The different types of training are summarized below for

the typical types of work that are expected to disturb lead on this project.

1.5.1 Minimal Training Required For All W orkers Exposed To Lead

This training will be sufficient for those who disturb lead in only minor ways. Those disturbing lead in more

significant amounts will need to meet the training requirements stated in 1.5.2 or 1.5.3.

For example, this training applies to those workers who, for a total of less than one hour in an eight-hour

shift, will drill or cut through painted surfaces, remove painted components (when the paint is intact), or

remove ceramic tile significantly intact. (This time frame is guidance and not an official Cal/OSHA time

frame. This time frame is suggested because it is thought that these tasks, done for such a short time

frame, do not pose a realistic chance that workers will be exposed over the Action Level based on an

eight-hour time-weighted average.) In some cases, however, depending on the surface and type of work

being conducted, the Project Monitor may determine that more training is needed even if the worker

disturbs lead for less than an hour. In general, workers with this training conducting this type of

minimal disturbance of lead will not need to wear respirators while conducting this work.

The training must comply with the training requirements as listed 8 CCR 1532.1 (l)(1)(A). In summary,

this training must comply with Hazard Communication Training for lead as discussed in 8 CCR 5194. This

training is also known as “hazard communication,” or “lead awareness” training and is usually done in less

than one hour depending on the work the employee will conduct.

The Contractor and subcontractors will need to provide the Owner and/or Project Monitor written proof that

this training has been provided before workers will be allowed to conduct work that disturbs lead even in

minimal amounts. HMS, Inc. can provide this training for the Contractor and/or subcontractors or they can

obtain this training from any source the employer believes is qualified.

Proof of this training is not required if the employees are trained to the levels listed in section 1.5.2 and/or

1.5.3.

1.5.2 Required Training For Those Exposed Over the Action Level Or W ho Conduct Trigger Tasks

This training must be done for all those workers who conduct trigger tasks or are expected to be exposed

above the Action Level. Typically, this training will be required for workers who conduct a trigger task such

as paint scraping or manual demolition of painted components and the work will take more than one hour

in an eight-hour shift. (This is a guidance and not a Cal/OSHA time frame.) The Project Monitor may

determine that this training is needed for some workers who conduct tasks for even less than an hour.

The training must comply with the training requirements as listed 8 CCR 1532.1 (l)(1)(B) and (l)(2)(A-H).

In summary, the standard requires the worker to be trained in a series of subjects. The length of training

depends on the experience and previous training of the worker, the type of work they will conduct, and

whether or not they already have been trained and approved to wear respirators. Workers receiving this

training and conducting this type of work will typically need to wear respirators and protective

clothing while they conduct the work.

Typically this type of work is best done by an environmental contractor or a contractor with environmental

work experience, previous training, and a written respiratory protection program. The Owner and Project

Monitor do not recommend subcontractors attempt this type of work. However, subcontractors will be

allowed to conduct this type of work on this project if they can demonstrate proof of training and carry out

the work according to these specifications.

The Contractor and subcontractors will need to provide the Owner and/or Project Monitor written proof that

this training has been provided all workers conducting the tasks that require this training. HMS, Inc. can

provide this training for the Contractor and/or subcontractors or they can obtain this training from any

source the employer believes is qualified.


This training is not required if the employees are trained to the levels listed in section 1.5.3.

1.5.3 Required Training For Those W ho Are Reasonably Expected To Be Exposed Over The PEL

And/Or Conduct Trigger Tasks On Over 100 Square Feet of Material

W orkers and supervisors must be CDPH Certified Lead-Related Construction W orkers or Supervisors if

they will conduct trigger tasks or other work reasonably expected to exceed the PEL and/or conduct this

work on over 100 square feet of material. (This is a guidance amount and not a Cal/OSHA regulatory

requirement. However this amount of material and type of work is reasonably expected to potentially

release airborne exposures over the PEL and thus trigger the CDPH certification requirement.) This

includes work such as the manual demolition of painted surfaces, ceramic walls, paint preparation work

(sanding and scraping), and other tasks as described in 8 CCR 1532.1 (d)(2). Proof of training will be a

currently valid CDPH certification card. W orkers who can show a completed course completion form and

a completed application form for certification will be allowed to work pending their being fully certified.

Exception: Licensed asbestos contractors performing paint scraping work on the outside of buildings only

for the purpose of removing loose and peeling paint prior to the demolition of the building, or the

demolition of a structure, will not be required to have the workers or on-site supervisor be CDPH certified.

They must, however, show proof of training in compliance with 8 CCR 1532.1 (l)(2) for employees who

may be exposed above the Action Level. In summary they must meet the training requirements of this

specification as stated in Part 1.5.2. In addition, however, the Contractor must have a CDPH certified

supervisor approve the containment setup at the start of each shift that will disturb lead, approve the work

practices and personal protective equipment worn by the workers, verify that proper air monitoring is being

performed, must be able to return to the site within two hours if requested by the Project Monitor, and

must approve the final cleanup of the work area prior to a visual inspection of the work area being

conducted by the Project Monitor. The certified supervisor will always be required to approve the initial set

up of the containment, personal protection, and work practices at the start of the job, but then depending

on the quality of the work demonstrated, the Project Monitor may not require the certified supervisor to

inspect the work site at the start of each shift. This exemption will be revoked should air sampling on this

project demonstrate airborne lead levels above the Action Level on workers or supervisors.

1.6 Required Submittal Documents

W hile additional documents may be required by the scope of work for this project, at a minimum, the

Contractor will be required to provide the Owner and/or Project Monitor with the following documents

regarding the Contractor’s ability to safely disturb lead-containing materials.

1.6.1 Submittals Prior To The Start Of W ork

All Contractors and subcontractors who will have employees disturb lead on this project must, at a

minimum, provide proof of item number 1.6.1.e.1., lead hazard communication training in compliance with

8 CCR 1532.1 (l)(A)(1). This is the only submittal that must be provided by these employers as long as

they do not conduct more disturbance of lead than is described in Part 1.5.1.

The following submittals must be provided by all Contractors and subcontractors who will, at a minimum,

have employees who will conduct trigger tasks for more than one hour per shift, will potentially be exposed

above the Action Level, or will conduct other activities as determined by the Project Monitor that may

result in significant exposure to lead.

a. A written lead compliance plan in compliance with 8 CCR 1532.1 must be provided that

includes the following:

1. A description of equipment and materials, controls, crew size, job responsibilities,

and operations and maintenance procedures for each activity in which lead is

disturbed and potentially emitted;

2. A description of specific control methods (wet methods, engineering controls,

etc.) that will be used to ensure workers are not exposed above the PEL;


3. Technology considered in meeting the Cal/OSHA permissible exposure level

(PEL);

4. Air monitoring data documenting sources of lead emissions;

5. A detailed implementation schedule for the compliance plan, including the

schedule for inspections by a competent person;

6. A description of the lead work practice program which will be used to control

worker exposures. This includes the use of protective work clothing, equipment,

hygiene facilities and practices, and housekeeping practices;

7. A description of the steps the Contractor or subcontractor will take to minimize

the generation of hazardous waste produced on this project. This includes, but is

not necessarily limited to, how the contractor will separate waste streams. For

example, how will the Contractor or subcontractor keep potentially hazardous

waste such as paint chips and dust from being disposed of with other potentially

non-hazardous construction materials and debris.

Note: If a Contractor or subcontractor is found conducting lead-related work not

specifically mentioned and described in the compliance plan, the work will be stopped

until a compliance plan including that work is submitted, reviewed, and approved by the

Owner and/or Project Monitor.

b. Copy of the Contractor or subcontractor’s written respirator program in accordance with

the requirements of 8 CCR 1544.

c. Proof that all employees expected to wear respirators on this project have medical

approval to wear a respirator.

d. Copies of respiratory fit-tests for all workers expected to wear a respirator on this project.

Fit testing must be done as required by and in accordance with 8 CCR 1544.

e. Proof of training required by Part 1.5 for type of work employee will do.

1. Proof of Hazard Communication Training for Lead done within the last calendar

year for those exposed to lead or who will perform trigger tasks for less than one

hour. (Proof may be a certificate or written statement stating training was

completed and a list of names of those individuals who were trained. Proof of this

training is not needed if employee provides proof of training required by items e.

2, or e.3.)

2. Proof of training in compliance with 8 CCR 1532.1 (l)(2) done within the last

calendar year for all employees who will conduct trigger tasks as defined in 8

CCR 1532.1 (d)(2) for more than one hour or who will reasonably be expected to

be exposed to lead above the Action Level. (Proof may be a certificate or written

statement stating training was completed and a list of names of those individuals

who were trained.)

3. Proof of CDPH lead certification for those workers who will conduct trigger tasks

as defined in 8 CCR 1532.1 (d)(2) or will reasonably be expected to be exposed

to airborne levels of lead above the PEL on projects that will disturb more than

100 square feet of lead-containing material. (Proof of certification will be a

currently valid CDPH certification card as a worker or supervisor. Workers who

can show proof of a valid course completion form and application being submitted

to CDPH will be allowed to work while awaiting full certification from CDPH.)

4. Proof of current CDPH certification as a lead supervisor for the on-site competent

person for projects involving the conduction of trigger tasks or other activities

reasonably expected to exceed the PEL on all projects that will disturb more than


100 square feet of lead-containing material. (Proof of valid certification will be a

currently valid CDPH certification card as a supervisor.)

5. If exception to requirement for CDPH certified supervisor listed in Part 1.5.3 is

requested, then provide proof of CDPH certified supervisor who will verify

containment, personal protection and work practices, and will be able to respond

to the project within two hours of request by the Project Monitor.

f. Copies of all current MSDS for chemicals used on this project.

g. Manufacturers' certifications that high efficiency particulate air (HEPA) vacuums, pressure

differential units and other local exhaust ventilation equipment conform to ANSI Z9.2-79

for all HEPA-filtered equipment that will be used on this project. (This is proof that the

equipment is actually HEPA filtered. This is separate from the challenge testing

requirement needed for equipment used in interior spaces.)

h. Name and contact information of independent testing company who will challenge test all

vacuums and air filtration devices used on this project (in interior spaces).

i. Statement regarding compliance with all Cal/OSHA exposure monitoring required for this

project.

j. Name and contact information for laboratory who will analyze air samples or waste

samples and documentation of their certification to conduct such analysis.

k. Name of W aste Transporter who will transport hazardous waste on this project and

documentation that the Transporter is allowed to transport lead hazardous waste.

l. Name of W aste Landfill to which lead hazardous waste will be sent, and documentation

that such landfill is allowed to accept such waste.

m. Should waste water filtration be required on this project, submit manufacturer’s

documentation pertaining to the capability of waste water filters to filter particles of, at a

minimum, five micrometers in size.

n. List of all rented equipment to be used within a lead regulated area, or a statement that no

rental equipment will be used on this project.

1. If rental equipment is to be used, submit written statements from each rental

company indicating the rental company's acknowledgment that the equipment is

provided for and may be used in areas where airborne levels of asbestos and/or

lead may be present.

o. Submit emergency plans. At a minimum submit the following:

1. Submit non-emergency telephone numbers, other than 911, for theappropriate Police, Sheriff, and Fire Departments.

2. Name, pager or cell phone numbers of the on-site supervisor and hisimmediate company supervisor.

3. Submit detailed written directions from the project site to the medicalfacility to be used in case of an emergency. Also include a map whichsufficiently shows the route to be taken from the site to the designatedmedical facility.

4. Submit written emergency procedures pertinent to the work to beperformed and which can be implemented by site personnel if the needarises.


p. Local sanitation district W astewater Discharge Permit for Surface W ashers (if required).

The above listed documents must be provided a minimum of five working days prior to the start of work

that will disturb lead. Exceptions will be made for individual worker and supervisor documentation of

training, medical approval to wear a respirator, and respirator fit test since the Project Monitor recognizes

the Contractor and/or subcontractors may not know the identity of those individuals five working days in

advance. However, under no circumstances will workers or supervisors be allowed to work on this project

prior to the receipt of this documentation by the Owner and/or Project Monitor. In addition, the five-day in

advance documentation will not be enforced for rental equipment, but must be provided before the

equipment may be used in a lead regulated area. All delays resulting from the failure of the Contractor

and/or subcontractors to provide this information in the required time frame is solely the responsibility of the

Contractor and/or subcontractor.

The Contractor must use the Pre-Work Submittal Checklist provided at the end of these

specifications to provide the Owner and/or Project Monitor these submittals. Failure to use the

form will likely lead to the rejection of the submittal package and a delay in the project that will be

the sole responsibility of the Contractor and/or subcontractor.

The Contractor is responsible for maintaining current documents and resubmitting copies to the Owner

and/or Project Monitor for any worker whose documents expire during the project. Any worker observed on

a job site who either is not approved to conduct work by the Owner and/or Project Monitor or has been

approved but documentation pertaining to training, medical evaluation, or respiratory fit testing has expired,

will be instructed to stop work until these documents are received by the Owner and/or Project Monitor and

the worker is approved to perform work that disturbs lead.

1.6.2 Submittals Provided During The W ork Or Following Completion Of The W ork If Applicable

Depending on the document, these documents must be provided the Owner and/or Project Monitor on an

ongoing basis during the work, or if appropriate following completion of the physical activities associated

with the project. The documents must be received and approved by the Owner and/or Project Monitor

before the work is considered complete. (Failure to provide these documents means the work is not

complete, even though the physical activities may be completed.)

a. Daily sign-in sheet for each worker entering a lead regulated area.

b. The Contractor must provide the results of exposure sampling done to comply with the

requirements of 8 CCR 1532.1 (d) and the requirements of this specification.

c. The Contractor must provide blood sampling and analysis results of lead (BLL) and zinc

protoporphyrin (ZPP) levels for all workers who are represented by air monitoring results

that exceed the Action Level. Typically, the Project Monitor will require blood lead

sampling for all workers on a work shift if one or more air sampling results for that shift is

above the Action Level.

The written results of the blood sampling analysis must be provided the Owner and/or

Project Monitor within 21 days of the exposure over the Action Level or within 12 days of

the completion of the project, whichever comes first.

d. Copies of job progress reports and project documentation. This must include the names

of all employees onsite, the hours worked and a brief description of the work completed at

the site(s).

e. The Contractor must provide all waste disposal documentation.

1.7 Third-party Oversight

The Owner is utilizing the services of Hazard Management Services, Inc. (HMS, Inc.) as an independent

third-party consultant to provide oversight of all work that disturbs lead on this project. The Contractor shall

treat this third-party consultant as a designated representative of the Owner. The third-party consultant for


this project is known as the Project Monitor. The Project Monitor is expected to perform some or all of the

following activities on this project, but may also conduct other activities as needed:

a. Visually monitor the work practices of the Contractor’s employees to determine that the

work is being done in compliance with these specifications. The Project Monitor may

conduct this activity on a continual basis or may make unannounced random visits to the

project site to check on the Contractor’s performance.

b. Visually inspect for the presence of visible emissions suspected to contain lead.

c. Conduct personal and area air monitoring in accordance with accepted methods.

d. Collect bulk samples of relevant materials to determine the presence or absence of lead.

e. Visually inspect the work area for cleanliness after completion of the work.

1.8 Air Sampling By The Owner and/or Project Monitor

The Owner and/or Project Monitor may determine it appropriate to collect air samples to evaluate the

effectiveness of the Contractor’s engineering controls and work practices. The Contractor and/or

subcontractors shall allow the Project Monitor to attach and collect personal air samples on the workers

and shall instruct the workers to comply with the directions for that sampling as given by the Project

Monitor.

Air sampling may also be used to verify the effectiveness of the Contractor’s containment system. The

Project Monitor may choose to collect area air samples within the work area. These sample results may be

used to generate an eight-hour, time-weighted average. The result of area samples in a lead work area

should normally be far below what the workers are breathing. Therefore should the Project Monitor collect

area air samples within the work area that result in exposures above half the Action Level (15 µg/m ), the3

Project Monitor will require the Contractor and/or subcontractors to re-evaluate their work practices,

engineering controls, and containment system.

The Project Monitor may also choose to collect area samples downwind, outside of the regulated work

area. These sample results will be compared to background air samples upwind or samples collected prior

to the beginning of work. Sample results indicating airborne lead emissions at or above 10 µg/m above3

background levels will be interpreted to mean that the Contractor and/or subcontractors containment or

engineering controls are inadequate. This may result in the temporary stoppage of work until the Project

Monitor is assured that airborne lead levels will significantly diminish by the change in work practices or

engineering controls.

1.9 Notification of Employers of Employees in Adjacent Areas

The Contractor and subcontractors who will disturb lead are responsible for ensuring that employers of

employees in areas adjacent to the work being conducted have been notified that work disturbing lead will

take place.

Typically this notification is in addition to the posting of lead regulated area signs. In summary, this notice

shall be provided to all other contractors and subcontractors in areas adjacent to the work. Those

employers must be notified in advance of any upcoming work that will disturb or impact lead in a manner

that may generate airborne levels of lead that could present a potential exposure to workers at or above the

Permissible Exposure Limit (PEL) as defined in 8 CCR 1532.1(c). This notice shall also provide information

on the control measures being implemented and a warning that the employer’s employees are to remain

outside of the posted regulated areas. The Contractor and/or subcontractors anticipating the need for such

notification shall coordinate this notification with the Owner and/or Primary Contractor.

1.10 Suspension Of Work

The Owner and/or Project Monitor may suspend all work that disturbs lead if any controls (such as barriers)

fail, if debris known or suspected to contain lead is detected outside the containment, or if work is on the

exterior of a structure and wind speeds are more than fifteen miles per hour, or if in the judgement of the


Project Monitor, other factors exist that determine the work must be stopped because of the potential for

the creation of lead hazards. For example, the Project Monitor may conduct perimeter monitoring and

discover that lead is being released in concentrations above 10 µg/m above background levels or work3

area air monitoring that is above half the Action Level. In either case, the Owner and/or Project Monitor

may suspend work until more effective containment, work practices, and engineering controls are utilized.

1.11 Pre-Start Meeting

The Project Monitor typically recommends that there be a pre-start meeting with the Contractor or

subcontractor’s representative and the Project Monitor approximately five days prior to the expected start of

work. The Contractor will be expected to provide the majority of pre-work submittals described in Part 1.6.1

at that meeting. This meeting is designed to answer questions about the project and address issues of

concern of either the Contractor, subcontractor, or Project Monitor. Should this meeting be determined not

necessary, the submittals must be delivered to the Owner and/or Project Monitor no later than five working

days in advance of the work.

1.12 Testing For Lead In Paints, Coatings, Ceramic Tile, And Other Materials

The Owner believes lead is common in the paint and ceramic wall tile in buildings the age of buildings on

this project. Therefore the Owner does not anticipate paying for additional testing. However, in some

cases, it may be in the interest of the contractor and/or subcontractors to determine the exact concentration

of lead in the paint or coating since that will affect Cal/OSHA and CDPH compliance issues. For example,

many interior surfaces will contain paint which contains less than 600 parts per million lead. Should the

paint be tested and that discovered, much of the Cal/OSHA lead standard and all of the CDPH Title 17

standard won’t apply.

For example, should the paint contain less than 600 parts per million lead, the contractor and/or

subcontractors could drill into or conduct other non-trigger tasks on this material without extensive training.

Also, the demolition of these surfaces would not trigger prior notification to Cal/OSHA.

Should the contractor and/or subcontractor wish the paint or ceramic tile to be tested, they will need to

request this of the Project Monitor. This testing must be done by Hazard Management Services, Inc.

(HMS, Inc.) or another CDPH-certified lead inspector/risk assessor approved by the Owner and/or Project

Monitor and paid for by the contractor and/or subcontractor requesting the testing. The Project Monitor will

be able to assist the contractor and/or subcontractor in determining if testing the material is likely to be

worthwhile for the contractor and/or subcontractor.

Part 2.0 MATERIALS AND EQUIPMENT

2.1 Fire Resistant Plastic Sheeting (Poly)

All plastic sheeting used on this project must be fire resistant, whether used inside or outside of buildings.

2.2 Challenge Testing Of HEPA Filtration Systems

All HEPA-equipped vacuums and air filtration units to be used on this project in interior spaces during

operations that may disturb lead must be challenge tested and meet ANSI requirements using DOP or an

equivalent testing agent. Except for HEPA air filtration units used to create negative pressure differentials

for the demolition of ceramic tile, this testing must take place within ten calendar days prior to their use and

after replacement of any HEPA filter removed from previously tested equipment. Air filtration units used in

conjunction with the demolition of ceramic walls must be challenge tested on site. They do not need to be

retested as long as they remain on site. They will need to be retested if they are moved off site. Copies of

all testing certifications must be provided to the Owner and/or Project Monitor prior to use of the equipment.


Exception: Subcontractors using HEPA vacuums for incidental cleanup of lead dust resulting from the

minimal disturbance of lead as discussed in Part 1.5.1 are exempt from the challenge testing requirement

unless, in the judgement of the Project Monitor, there is a reasonable expectation that the subcontractor’s

HEPA vacuums are leaking.

2.3 Vacuum-Assisted Tools

W hen using power tools to disturb lead, the Contractor shall only use tools that have a HEPA-filtered-

vacuum recovery system.

2.4 Power Washing

No high pressure or water blasting tools may be used if the spray will contact lead-containing paint.

For the purposes of this specification, power washing is defined as: The use of a low pressure “power

washer” to rinse and/or wash stable, painted or coated surfaces to remove dust, dirt, grime, and other

foreign matter in preparation for re-painting.” Under no circumstance may power washing be used to

remove lead-containing paints or coatings from surfaces. Before using power washing, all areas of

loose, peeling, cracking, or unstable coatings must first be prepared for re-painting using the appropriate

methods and personnel protective equipment as specified by Cal/OSHA and CDPH regulations, and these

specifications. Typically this means all loose and peeling paint must be removed by hand scraping and

sanding or the use of mechanical tools equipped with HEPA filtration.

Should a Contractor or subcontractor use power washing in a manner that releases paint from the surface,

and that paint also not be contained, the Contractor or subcontractor will be responsible for all costs

associated with the Owner hiring an environmental contractor to clean up the area. The area to be cleaned

will be determined by the Project Monitor and will extend past the point of visually apparent debris.

Prior to performing power wash operations the Contractor must determine if the local sanitation district

requires a W astewater Discharge Permit for Surface W ashers. Should this permit be required, the

Contractor is responsible for obtaining it, accurately completing it and adhering to the permit requirements.


2.5 Personal Protective Equipment

The Contractor shall use respirators and personal protective equipment as required by 8 CCR 1532.1 and

as appropriate based on personal air monitoring results. All respirators must be approved by NIOSH.

Respirator fit test records and the respiratory protection program shall be retained on site as part of the

project documentation if respiratory protection is used on this project. Disposable dust/mist respirators

shall not be used.

At a minimum, half-face respirators with P-100 (HEPA) cartridges will be required during surface

preparation where there is manual scraping or sanding that will take more than one hour to complete. Dry

scraping or sanding, mechanical scraping, abrading, sanding, or similar actions will trigger the need for

respirators regardless of the duration of the activity.

Regardless of the duration of the work, all workers scraping lead-containing paint or removing or

demolishing ceramic tile must wear disposable protective clothing over their wear home clothes. W orkers

demolishing surfaces that contain ceramic tile must wear full body protective clothing including hoods and

gloves.

At a minimum, the Contractor and subcontractors must ensure that no lead dust or debris is tracked out of

the contained, regulated area. The Contractor and subcontractors must ensure that all those allowed into

the regulated area wear adequate foot coverings that ensure that they will not track contaminated material

out of the area when they leave.

2.6 Rental Equipment

Any equipment rented for the purpose of disturbing lead or used within a lead regulated area must be

accompanied with documentation verifying that the rental agency has been notified, and acknowledges

receipt of notification that the equipment being rented will be used for work inside a lead regulated area.

This documentation must be submitted to the Project Monitor prior to the equipment being used on the job

site.

Part 3.0 EXECUTION

Summary

Contractors and subcontractors conducting lead related construction work will be evaluated on a

performance standard which includes, but is not limited to, cleanliness of work area, work practices as

verified by exposure monitoring, containment set up, and ultimately, the clean up of paint chips, dust, and

debris.

Any work practice that creates paint chips, dust, glazed ceramic or painted debris must be conducted within

a regulated area as defined in 8 CCR 1532.1 and within a containment at least as stringent as required by

Title 17 and/or described in these specifications.

The containment system shall be designed and constructed to prevent visible dust or debris from escaping

the work area as well as the escape of airborne lead emissions at or above 10 µg/m above background3

levels. Should dust or debris generated by the work be found outside the containment, or the airborne lead

outside the containment exceed background levels, the Project Monitor will determine that the containment

is inadequate, in violation of Title 17 requirements, and work will be stopped until the Contractor and/or

subcontractors redesign the containment to be more effective.

3.1 Compliance With Requirements For The PEL and Action Level


Contractors and subcontractors strictly adhering to the requirements listed in these specifications who

conduct minimal disturbance of lead such as by the conduction of trigger task work amounting to less than

one hour, may begin work assuming the Cal/OSHA Permissible Exposure Limit (PEL) will not be exceeded.

Contractors and subcontractors not strictly conforming to suggested work practices must start work

assuming the PEL will be exceeded. This means they must comply with all OSHA requirements specified

for work that results in exposures over the PEL. This will include, but is not limited to, complying with

requirements for training, personal protection, regulated area development, blood testing, personal air

monitoring, the development of a written compliance plan, and the notification of employers in adjacent

areas.

Contractors and subcontractors must assume the PEL will be exceeded each time they conduct trigger

activities that will exceed one hour in duration. This will trigger the need to wear respirators and protective

clothing, meet the training requirements specified earlier in these specifications, conduct personal air

sampling, develop a written compliance plan and all other actions described as necessary by 8 CCR

1532.1 and these specifications.

3.1.1 Personal Air Sampling

The Contractor and subcontractors are responsible for conducting personal air monitoring during

disturbance of lead in compliance with the requirements of 8 CCR 1532.1. At a minimum, Contractors and

subcontractors shall conduct representative exposure monitoring on workers on a daily basis whenever

those workers will conduct trigger task activities that will take longer than one hour to complete in an eight-

hour shift. In addition, air sampling must be done for any work for which the Project Monitor believes has a

reasonable potential for generating airborne lead at or above the Action Level. The Project Monitor will not

allow work to proceed if the Contractor is not prepared to conduct the necessary air monitoring.

Sample information must include (but is not restricted to) the name of the individuals wearing the samples,

the individuals’ Social Security Number or Company ID number, the date the samples were collected,

identification by unique method of the area where the work is being performed, and identification of the

work being performed. EXAMPLE: James Black, 000-11-222, 06/25/03, Bill Jackson Elementary School,

Building H, Classroom 5, East covered walkway, paint surface preparation work.

Laboratory results shall be provided to the Owner and/or Project Monitor within 72 hours of sample

collection. Paper copies must be received within 14 days of the Contractor receiving the results from the

laboratory. Contractor and/or subcontractor must submit proof that laboratory has the required licenses to

analyze air samples for lead.

Should they wish to make use of the exceptions to air sampling stated in 8 CCR 1532.1 (d)(3)(C) & (D), the

Contractor and/or subcontractors must submit the required information to the Owner and/or Project Monitor

and receive written approval from the Owner and/or Project Monitor prior to reducing the personal

protection, containment, or engineering controls stated in this specification. In general, air sampling results

that are intended for use to reduce personal protection requirements must be collected on this project. Air

sampling results from other projects will not be allowed to create a negative exposure assessment for use

on this project.

Contractor and/or subcontractors must submit a signed statement that they will conduct personal air

sampling according to Cal/OSHA requirements for all work where that sampling is required by these

specifications. Typically sampling will be required whenever the Contractor and/or subcontractor conduct a

trigger task for more than one hour in an eight or more hour shift.


3.2 Work Involving Whole Component Removal Or Demolition Of Entire Structures

Intact lead-containing paint on construction debris is generally not considered a hazardous waste in

California. However, loose and peeling paint on structures may result in all construction debris from that

site being considered a hazardous waste.

Therefore prior to the demolition or removal of painted material and the disposal of that material, all loose,

peeling or flaking paint must be removed. This includes objects such as fences, built-in furniture or

cabinets, other similar structures, as well as entire structures being demolished.

Any paint debris generated during this work must be separated into appropriate waste streams and

handled as a hazardous waste, or as deemed appropriate as discussed in Part 3.11 Lead W aste

Management.

The manual demolition or removal of painted components involving over 100 square feet of material does

not trigger the Cal/OSHA pre-work notification as stated in 8 CCR 1532.1 (p) if the paint is intact and will

largely remain undisturbed by the removal or demolition process. For example, if door or window

frames with intact paint are removed, and the amount of material is over 100 square feet, the Cal/OSHA

notification does not need to be provided if the paint is intact and won’t be disturbed by the removal

process.

3.3 Prohibited Work Practices

The following work activities are prohibited on the project:

a. Open-flame burning or torching.

b Machine sanding or grinding of lead materials or surfaces coated with lead unless the

machine is equipped with a HEPA-filtered-vacuum recovery system.

c. Un-contained hydro-blasting or high-pressure washing.

d. The use of power washing to remove loose and peeling paint.

e. Abrasive blasting or sandblasting without a HEPA-filtered-vacuum recovery system or

done outside of a negative pressure enclosure.

f. Heat guns operating above 1,100 EF.

g. Dry scraping, except for limited areas where electrical hazards create a higher risk than

lead or unless specifically approved by the Project Monitor.

h. Use of methylene chloride-based paint strippers.

3.4 Competent Person

The Contractor and/or subcontractors disturbing lead shall have a competent person (as defined by

Cal/OSHA for construction activities) onsite at all times to supervise and oversee all activities which may

disturb materials containing lead. This person must be a CDPH Certified Lead Supervisor for all work that

involves the conduction of trigger tasks on more than 100 square feet of lead-containing material.

The above requirement is not required for environmental contractors conducting work limited to the

removal of loose and peeling paint on structures scheduled for demolition. In those situations, the on-site

supervisor must meet the lead training requirements as stated in Part 1.5.2 Required Training For Those

Exposed Over the Action Level Or W ho Conduct Trigger Tasks. In addition, the Contractor must have a


CDPH certified supervisor approve the containment setup at the start of each shift that will disturb lead,

approve the work practices and personal protective equipment worn by the workers, verify that proper air

monitoring is being collected, be able to return to the site within two hours if requested by the Project

Monitor, and approve the final cleanup of the work area prior to a visual inspection of the work area being

conducted by the Project Monitor. The certified supervisor will always be required to approve the initial set

up of the containment, personal protection, and work practices at the start of the job, but then depending on

the quality of the work demonstrated, the Project Monitor may not require the certified supervisor to inspect

the work site at the start of each shift. This exemption will be revoked should air sampling on this project

demonstrate airborne lead levels above the Action Level on workers or supervisors.

3.5 Work Site Preparation & Containment Requirements

The Contractor and/or subcontractor is required to contain the disturbance of lead in a manner that

prevents lead-contaminated dust, debris, water, or air from leaving the regulated work area in an

uncontrolled fashion. The containment must be developed in compliance with the requirements of Title 17

and these specifications. The presence of lead dust, debris, or air above background levels will indicate

that the containment is inadequate. W ork will be stopped and the Contractor and/or subcontractor must

adjust work practices, engineering controls, or the containment in a manner that convinces the Project

Monitor that the material will no longer be able to escape the regulated work area.

3.5.1 Exterior W ork Site Preparation & Containment

The Contractor and subcontractors are responsible for ensuring that building occupants and those in

adjacent areas are not exposed to lead dust or debris as they enter or exit buildings. The Contractor and

subcontractors shall ensure that building occupants and others in the adjacent area do not enter the lead

regulated area and have a safe means of access and egress to the building.

For exterior work site preparation, one layer of six-mil poly sheeting shall be placed on the ground

extending at least ten feet beyond the perimeter of surfaces included in the work. This poly sheeting must

be extended a minimum of twenty feet for a multistory building. Depending on wind conditions, the poly

may need to be extended further than the ten and twenty foot minimums. The poly on the ground must be

adequate to catch all lead-containing debris and water. For example, if the work involves the scraping of

paint, all paint chips, dust, debris and water that is released by the work must be contained on the poly.

The poly must be secured to the side of the building or structure with tape, or other anchoring system, so

that there is no gap between the poly and the building or structure. The poly installed to cover ground or

landscaping shall be installed in a manner to ensure that it will not blow away or billow from the wind. The

use of weights such as wood is acceptable as long as the poly does not billow or blow in a manner that

releases lead dust or debris off of it.

The exterior of all windows located within ten feet of any disturbance of lead must be sealed by covering

them with at least one layer of six-mil thick poly sheeting. All ventilation machinery within 20 feet of the

disturbance should be sealed by at least one layer of six-mil thick poly sheeting. Keep all windows within

20 feet of working surfaces closed, including windows of adjacent structures.

Should the disturbance of paint involve removing paint from the exterior of a window, then the Contractor or

subcontractor must seal the inside of the window with two layers of six-mil thick poly. The Project Monitor

will typically waive the requirement to seal the inside of the window with two layers of poly if the disturbance

of lead involves less than 5% of the painted surface area of an exterior window.

Those in adjacent areas must be kept a sufficient distance from any chance of encountering lead dust and

debris. Therefore the Contractor shall erect barrier tape at a distance sufficient enough from the poly

barriers to ensure that those passing by the area are not directly adjacent to the poly containment barriers.

In general, the barrier tape should be at least five feet from the edge of the poly placed on ground surfaces

if those surfaces are accessible to unauthorized persons. The area off the poly sheeting, but inside of the

barrier tape, is still part of the regulated area however and is not allowed to have any lead dust or debris

present at any time.


The Contractor and/or subcontractor must post the regulated area sign as described in 8 CCR 1532.1 (m)

(W ARNING, LEAD W ORK AREA, POISON, NO SMOKING OR EATING.) The posting may be done by

wording on the barrier tape or by suspending OSHA-approved signs with the wording on the tape barriers

or on readily apparent surfaces visible to persons outside the area.

All those entering the regulated area must sign in on a roster that documents their presence in the area.

This roster must be provided to the Owner and/or Project Monitor on a daily or weekly basis as determined

by the Project Monitor.

W ork disturbing lead shall not be conducted on exterior surfaces if wind speeds are greater than 15 miles

per hour or, in the judgement of the Project Monitor, pose a risk of blowing lead dust or debris out of the

regulated area.

In addition, for work done on ladders or man lifts, the Project Monitor is likely to require the workers to

scrape loose and peeling paint directly into a container, rather than let the loose debris float down and

possibly off the containment barrier. Typically the Project Monitor will allow the workers to scrape loose

and peeling paint into a cardboard box held in one hand while scraping with the other hand.

W ork must stop and cleanup occur before rain begins.

The Contractor shall not leave debris or poly sheeting out overnight if work is not completed. The

Contractor shall keep all debris in a secured area until final disposal.

3.5.2 Interior Site Preparation & Containment

For interior work site preparation, one layer of six-mil poly sheeting must be placed on the entire floor.

However, the entire floor area need not be covered by poly for large interior areas where the disturbance of

lead is limited to the perimeter of the area. If the entire floor area is not covered with poly, the poly must

extend out a minimum of ten feet from those areas where lead will be disturbed. The poly sheeting must

be secured to the wall using tape so there is no gap between the floor and the wall. The poly must also be

secured to the floor.

If individual rooms are being worked in, seal all doorways with a primitive airlock flap to prevent

contamination of other areas of the building. Post the regulated area signs, as required by 8 CCR 1532.1

(m), at the entrance to the regulated area and all other entry points to the area.

All those entering the regulated area must sign in on a roster that documents their presence in the area.

This roster must be provided to the Owner and/or Project Monitor on a daily or weekly basis as determined

by the Project Monitor.

If feasible, turn off all HVAC systems in the regulated work area. In addition, seal all ventilation systems in

the regulated work area with a minimum of one layer of six-mil poly. Any exceptions to this requirement

must be approved by the Project Monitor. Typically, the Project Monitor will require all ventilation system

ducts and/or registers to be sealed with poly if they are within 20 feet of the disturbance of lead even if they

are turned off.

Seal all furniture or other equipment that must remain in place with a layer of four or six-mil poly. A

minimum of six-mil poly is required for all work disturbing ceramic tile.

Small amounts of ceramic tile, such as covering less than two square feet, may be removed using this type

of interior containment if the tiles are removed using hand tools and remain substantially intact during the

removal process. Additional requirements for interior site preparation are required when surfaces covered

by lead-containing ceramic tile are demolished. Those requirements are discussed in Part 3.5.3.

3.5.3 Additional Containment Requirements For Demolition Of Ceramic Tile And/Or Mechanical

Disturbance Or Blasting Of Lead-Containing Materials W ithout A HEPA-Filtered-Vacuum Recovery

System


This section primarily addresses work that will involve the demolition of building surfaces covered by lead-

containing ceramic tile. These requirements shall also apply should the Contractor and/or subcontractors

disturb lead-containing material, in an interior space, using mechanical or blasting methods without a

HEPA-filtered recovery system approved by the Project Monitor.

In addition to the requirements stated in Part 3.5.2, the demolition of ceramic tile that involves the breakage

or cutting of the tile must be done inside a negative air pressure containment system. The negative air

pressure must be generated using an air filtration unit that has been challenge tested on site as described

in Part 2.2 Challenge Testing Of HEPA Filtration Systems.

Seal all critical barriers between the work area and the adjacent areas with a minimum of six-mil thick poly.

Critical barriers are any openings in the surface areas of the regulated work area through which air, dust, or

water might pass. This includes, but is not necessarily limited, to all windows, doors, HVAC vents and units.

All objects or equipment that cannot be removed from the area must be covered and tape sealed with a

minimum of six-mil thick poly. Any exceptions to this requirement must be specifically approved by the

Project Monitor.

Typical decontamination requirements for paint scraping and most manual demolition are discussed in Part

3.5.4 Decontamination Procedures. However, the decontamination procedures surrounding the demolition

of ceramic tile are much more stringent and are described below.

All regulated work areas where ceramic tile will be broken, or other tasks that, in the opinion of the Project

Monitor, will generate significant amounts of lead dust, must include a personal decontamination area and

the supervisor must ensure that, at a minimum, the following procedures are followed.

a. W ork That Disturbs Less Than 100 Square Feet Of Lead-Containing Material

W ork involving the demolition of less than 100 square feet of lead-containing material, including

ceramic tile, is not expected to result in airborne exposures over the PEL. Therefore the personal

decontamination system may, at a minimum, be a one stage decontamination system that

separates the work area from the adjacent areas.

1. This must, at a minimum, include an airlock chamber between the work area and

the adjacent areas. Each side of the air lock must be covered by poly curtains. At

no time, including during the removal of waste containers, may the poly doors be

open on both sides of this chamber at the same time. This chamber must be a

minimum of three feet by three feet by six feet tall. There must be a clean poly

drop cloth measuring at least five feet by five feet immediately outside this air lock

onto which workers will step after exiting the air lock. This poly drop cloth must be

kept visually clean of dust and debris at all times. This poly drop cloth shall be

removed at the end of the work shift and replaced with a new clean poly drop cloth

at the start of the next shift.

2. The workers must be able to remove their protective clothing and wash off their

respirator before leaving the work area. The supervisor must ensure that they do

not track lead containing materials out of the work area on their feet. Footwear

worn out of the work area must have been covered by protective booties if worn in

the work area. Following removal of the protective covering over the footwear, all

footwear worn in the work area must be HEPA vacuumed before allowing it to be

worn out of the regulated area. Footwear that can be washed before leaving the

work area does not need to be covered by protective booties as long as the

exterior of the footwear is thoroughly washed prior to being worn outside of the

regulated area.

3. After they leave the decontamination chamber, workers must go directly to a

nearby location where they must thoroughly wash their hands and face.


Cal/OSHA specifically states that the supervisor must ensure this washing takes place.

4. Special attention must be given that workers do not track lead dust out of the work

area on the soles of their feet or shoes.

5. Following the exit of workers from the work area, whether leaving for breaks or at

the end of the day, the supervisor must visually inspect the area outside the

decontamination system to verify that no dust or debris is being tracked out.

6. The Contractor shall not permit the storage or consumption of food and/or

beverages inside the containment or within any of the decontamination chambers.

Food or drink consumption within containment may result in the worker(s)

dismissal from the site for the duration of the project.

7. W ork will be stopped if the Project Monitor determines that the decontamination

system is not kept in acceptable condition or used properly.

b. W ork That Disturbs More Than 100 Square Feet Of Lead-Containing Material

For all work that disturbs more than 100 square feet of wall ceramic tile, the

decontamination system must be a full, three-stage decontamination chamber with a

shower as described below.

1. The three-stage decontamination unit with shower must be contiguous with the

containment unless determined infeasible by the Project Monitor.

2. The worker decontamination enclosure system shall consist of at least a clean

room, a shower room, and an equipment room, separated from the work area by

airlock chambers. The airlock chambers shall be at least three feet square in size.

All fabricated units shall have, at a minimum, two layers of six-mil poly sheeting.

3. Entry and exit from all airlock chambers and the decontamination enclosure

system chambers shall be through doorways designed to restrict air movement

between chambers when not in use. The dirty side shall have an extra layer of six-

mil poly sheeting on the floor as an extra drop cloth and it shall be replaced at

least daily.

4. The clean room shall be sized and equipped to adequately accommodate the work

crew. Lighting, heat and electricity shall be provided as necessary for comfort.

This area must remain clean. If, in the judgement of the Project Monitor,

equipment storage or other activities taking place in this area affect the cleanliness

of the area, the Contractor may be required to move that storage and those

activities away from the designated clean area.

5. The shower room shall contain one or more showers as necessary to adequately

accommodate workers and shall meet OSHA requirements for temporary shower

facilities. The shower enclosure shall be constructed to ensure against leakage of

any kind. In addition, the shower shall be a separate unit from the

decontamination unit walls. The shower unit cannot be made from poly. Metal or

hard plastic is acceptable. An adequate supply of soap, shampoo and towels shall

be supplied by the Contractor and available at all times. Shower water shall be

drained, collected and filtered through a system with at least a five micrometer

particle size collection capability. Filtered waste water shall be disposed of into a

sanitary sewage system. Under no circumstances may it be released where it

might enter a storm drain.

6. The shower chamber shall be, at a minimum, three feet by three feet wide by a

minimum of six feet in height. The shower chamber shall be constructed so that


no water from the shower can spray out of the chamber, nor any water run down

the sides of the poly and escape the chamber system. The Contractor must have

a back-up containment system to control leaks from the shower, connections and

hoses. This can be either a secondary metal pan under the shower or a series of

poly barriers, separate from the construction of the chamber, that are solely for the

purpose of collecting water that might leak out of the shower system.

7. Each decontamination chamber shall have, at least, a four inch lip of poly from the

floor up the wall to prevent possible transfer of water and debris between

chambers. Excess poly at the corners of this floor is to be fitted to the sides of the

chamber by folding poly and taping, as opposed to cutting away excess poly and

taping seams. For some projects, particularly those where the decontamination

chambers are located on surfaces needing special protection from water, the

Project Monitor may determine additional precautions are necessary such as

requiring the shower chamber to have an overflow pan, in which the shower unit

sits, that is capable of holding two inches of water. The filter system and any hose

connections transferring contaminated water shall be located in a secondary

containment, such as a metal pan. Any leakage shall be double-bagged or re-

filtered. Should an additional metal pan under the shower be required, it will be

identified elsewhere in these specifications and discussed at the bid walk.

8. Unless otherwise specified in these specifications, the minimum size of the

decontamination chambers shall be the following:

Clean Change Room 5 ft x 6 ft x 6 ft high

Shower 3 ft x 3 ft x 6 ft high

Dirty Change Room 5 ft x 6 ft x 6 ft high

Air Lock Chambers 3 ft x 3 ft x 6 ft high

9. The Dirty Change Room may be part of the work area as long as a separate drop

cloth is placed down before the entrance to the first airlock chamber and this drop

cloth does not contain significant quantities of debris from the work area.

10. There must be a clean poly drop cloth measuring at least five feet by five feet

immediately outside the clean side airlock onto which workers will step after exiting

the airlock. This poly drop cloth must be kept visually clean of dust and debris at all

times. This poly drop cloth shall be removed at the end of the work shift and

replaced with a new clean poly drop cloth at the start of the next shift.

12. Special attention must be given that workers do not track lead dust out of the work

area on the soles of their feet or shoes. Footwear worn out of the work area must

have been covered by protective booties if worn in the work area. Following

removal of the protective covering over the footwear, all footwear worn in the work

area must be HEPA vacuumed before allowing it to be worn out of the regulated

area. Footwear that can be washed before leaving the work area does not need to

be covered by protective booties as long as the exterior of the footwear is

thoroughly washed prior to being worn outside of the regulated area.

13. Following the exit of workers from the work area, whether leaving for breaks or at

the end of the day, the supervisor must visually inspect the area outside the

decontamination system to verify that no dust or debris is being tracked out.

14. The Contractor shall not permit the storage or consumption of food and/or

beverages inside the containment or within any of the decontamination chambers.

Food or drink consumption within containment may result in the worker(s)

dismissal from the site for the duration of the project.


15. W ork will be stopped if the Project Monitor determines that the decontamination

system is not kept in acceptable condition or used properly.

3.5.4 Decontamination Procedures

Decontamination procedures shall be established by the Contractor and subcontractor depending upon the

airborne concentrations of lead as well as the amount of dust and debris created by the work. At a

minimum, the decontamination procedures shall be in compliance with 8 CCR 1532.1 (i)(1-5). As stated in

8 1532.1 (i)(1-5), the Contractor shall assure that these decontamination facilities are used by the

supervisor and workers.

For work that does not exceed the PEL, and/or does not include the disturbance of more than 100 square

feet of material, the Contractor and/or subcontractor must assure that a hand-washing station is available

and used by the supervisor and workers. For work that exceeds the PEL, or involves the breakage of

ceramic tile in amounts over 100 square feet, the Contractor must ensure that workers shower, at a

minimum at the end of the work shift as required by 8 CCR 1532.1.

3.5.5 Avoiding Contamination Of Adjacent Areas By Proper Decontamination

Should the Owner and/or Project Monitor discover that an occupant of the regulated area left the regulated

area without properly decontaminating, the Contractor will be required to clean the adjacent areas that in

the opinion of Project Monitor may have been exposed to lead dust or debris from this action. Failure to

properly decontaminate is demonstrated by wearing protective clothing outside the regulated area that was

previously worn in the area or by wearing footwear outside the regulated area that was not properly covered

and/or decontaminated. The failure to adequately decontaminate will trigger the following cleaning. In all

areas determined necessary by Project Monitor, the Contractor will be required to HEPA vacuum, then wet

wash, then HEPA vacuum again all potentially contaminated areas and items to the satisfaction of the

Project Monitor. The Project Monitor will not need to demonstrate the need for this cleaning by the

presence of visible dust and will not need to collect settled dust samples in order to require the Contractor

to implement the cleaning routine.

3.5.6 Approval Prior To Start Of W ork

The Project Monitor shall visually inspect any regulated area for compliance with this specification before

the contractor and/or subcontractor may begin work that may disturb lead. The contractor and/or

subcontractors may not begin work disturbing lead without approval from the Project Monitor. The

contractor and/or subcontractor must contact the Project Monitor sufficiently in advance of needing the

visual inspection and coordinate with the Project Monitor in order to minimize any delays resulting from the

need for this visual inspection.

Typically, once the Project Monitor has reviewed the contractor’s and/or subcontractor’s regulated work

area set up, the work site supervisor will be told that they may start work at future regulated work areas

without prior authorization from the Project Monitor as long as they assure the Project Monitor that the

containment and work practices will be implemented as approved by the Project Monitor.

3.6 Wet Work Practices

Unless determined infeasible by the Project Monitor, all disturbance of lead-containing materials must

utilize wet methods for dust suppression.

3.7 Prompt Cleanup Of Debris

Removed lead-containing material shall be kept wet and promptly placed in the type of waste containers

required by this specification. The Contractor and subcontractors are encouraged to place debris in

containers shortly after it has been removed. However, at a minimum, all bulk debris must be

containerized before any work stoppages such as for breaks, lunch, or the end of a shift. Bulk debris must

be kept adequately wet until it is containerized. The Contractor must plan only to disturb amounts of

material that can be cleaned up and containerized before the next work stoppage. Delays and additional

costs incurred by the Contractor for failing to adequately calculate the amount of time needed to clean up

debris will be the sole responsibility of the Contractor. For example, if a crew must work overtime to


containerize debris before ending the shift, those additional costs are the sole responsibility of the

Contractor.

The Contractor and/or subcontractor must not allow excessive amounts of dust and debris to gather on the

floor containment barriers. If, in the opinion of the Project Monitor, too much debris is being allowed to

gather on the floor poly, the Project Monitor will require the Contractor or subcontractor to either assign a

worker to conduct continual cleanup, or the workers scraping paint or conducting other work disturbing lead

will have to contain the debris before it falls to the ground. Typically this is done by scraping paint directly

into a cardboard box held by the worker as he or she scrapes off the loose and peeling paint.

3.8 Final Cleanup Of The Work Area

3.8.1 Exterior W ork Areas

The Contractor and/or subcontractor must HEPA vacuum up all visible dust and debris off containment

barriers. Then gently roll and/or fold poly barriers in on themselves in order to avoid releasing any

remaining dust to adjacent areas during this process.

The final step will be to vacuum up any visible dust or debris in the work area or regulated area that is

suspected to contain lead. The area must be visually clean of all lead-related dust and debris, and all poly

barriers must be removed before the workers leave the job site. The regulated area barrier tape and/or

signs must be taken down. Critical barriers erected on windows and HVAC systems may be left in place if

work will take place in those same areas during the next work shift. Otherwise those barriers must also be

removed before the workers leave at the end of the shift.

3.8.2 Cleanup Of Interior W ork Areas

All cleanup of the interior work area shall be performed using a HEPA vacuum and wet washing

techniques. All surface areas in the work area that reasonably could have been exposed to airborne lead

must be HEPA vacuumed and/or wet washed. This includes wall surfaces when the work included ceramic

tile demolition. Ceilings must also be cleaned if the ceilings are less than five feet above the area where

ceramic tiles were disturbed. For example, if the ceramic tile wainscoting extended six feet up the wall,

and the ceiling is at eleven feet or lower, the ceiling will need to be vacuumed. If, however, the ceiling is

above eleven feet, it will not need to be cleaned. This is based on the assumption that lead dust is unlikely

to migrate up more than five feet. If in the judgement of the supervisor or Project Monitor the ceiling may

be contaminated, the ceiling shall be cleaned regardless of how far it is above the disturbance of the tile.

3.9 Final Inspection Of The Work Area

The Project Monitor will inspect work areas for visual signs of dust and debris related to the disturbance of

lead. The Project Monitor will not inspect or evaluate the quality of paint preparation work such as paint

scraping. The contractor who will be painting the prepared surfaces is responsible for the quality and

workmanship of the surface preparation. However, if the work involves the removal of loose and peeling

paint prior to the demolition of a structure, the Project Monitor will evaluate the completeness of that work.

For exterior work, the Project Monitor will visually inspect the work area to determine that there is no visible

dust or debris still in the area that is reasonably expected to have been generated by the work. All poly

barriers (except for critical barriers in areas needed for the next shift) and barrier tape and signs must be

removed.

Until told otherwise by the Project Monitor, the supervisor must notify the Project Monitor in advance of the

end of the shift in order for the Project Monitor to visually inspect the work area prior to the workers leaving

for the day. Typically this will not be required after the workers demonstrate that they consistently properly

clean the work area before leaving.

For interior work, the Project Monitor will conduct a thorough visual inspection for dust and debris that may

be related to the disturbance of lead. All surface areas must be clean. Residue dust will be assumed to

contain lead and must be cleaned.

Until told otherwise by the Project Monitor, the supervisor shall notify the Project Monitor when the

supervisor believes the work is complete and ready for a visual inspection. Prior to calling the Project


Monitor for the visual inspection, the supervisor must personally inspect the area and determine that it is

clean and ready for a final inspection.

The Project Monitor typically will not collect dust wipe samples to verify the cleanliness of an area unless

specifically stated otherwise elsewhere in these specifications. However, dust wipes may be collected in

either of the following circumstances. In both cases the supervisor will be told of the possibility of the

collection of dust wipes and encouraged to conduct extra cleaning of the areas.

a. Ceramic Tile Removal Closely Adjacent To Kindergarten Classrooms, Daycare Facilities,

or Food Preparation Areas Including Kitchens and Eating Areas

The Project Monitor is likely to conduct dust wipe sampling on the floor in the area between

the decontamination unit and occupied areas of the property where children under the age

of six routinely may be present. The supervisor will be told in advance that this testing will

take place and is encouraged to clean the area between the decontamination area and

where the sample will be collected. This sample will be collected within 20 feet of the

decontamination chambers unless the Project Monitor believes that poor work practices or

decontamination procedures have contaminated the area as discussed below.

b. Failure To Comply W ith W ork Practices, Engineering Controls, Or Decontamination

Procedures

If, in the judgement of the Project Monitor, the Contractor and/or subcontractor has not

followed the requirements of this specification regarding work practices, engineering

controls, and decontamination procedures, the Project Monitor will collect dust wipe

samples in areas believed contaminated by the Contractor or subcontractors’ actions. The

supervisor of the project will be told in advance if such testing will be conducted and given

time to clean those areas. For example, Part 3.5.5. describes actions that will lead to

additional cleaning by the Contractor.

Should dust wipe sampling be necessary, the Project Monitor will conduct such testing with the specified

intent of verifying whether the containment process and decontamination processes used by the Contractor

and/or subcontractor were adequate in preventing the release of lead dust from the work area. The

samples will be collected according to the procedures required in Title 17. The containment will be judged

appropriate if the results of the samples do not indicate a dust lead hazard for floors as specified in Title 17.

3.10 Power Washing of Exterior Building Surfaces

For the purposes of this procedure power washing is defined as the use of a low pressure “power washer”

to rinse and/or wash stable painted or coated surfaces to remove dust, dirt, grime, and other foreign matter

in preparation for re-painting. In no circumstance is this to be construed as water blasting, and is not

intended nor shall it be used to remove lead-containing paints or coatings from surfaces. Loose and

peeling paint must be removed by the other methods described in this specification before power washing

may be conducted. Should power washing begin to release paint from the substrate, the Contractor must

stop the power washing process and remove the loose material following the procedures described in

these specifications.

3.10.1 W aste W ater Discharge Permits

Many local sanitation districts require the completion and submission of a waste discharge permit

prior to allowing the use of power washers. Therefore, prior to performing power- wash operations,

the Contractor must obtain a W astewater Discharge Permit for Surface W ashers, if required, from

the local Sanitation District, W ater Quality Division; Industrial W aste Section, and adhere to the

permit requirements. It is the Contractor’s responsibility to obtain and properly fill out a current

copy of this permit if it is required.

3.10.2 Required W ork Practices For Power W ashing

W here power washing of exterior surfaces of buildings coated with lead-containing paint(s) or seal

coats is specified, or in those areas where the Contractor opts to use power washing to prepare

surfaces, all of the following conditions must be met prior to uncontrolled washing without waste

water control/collection measures. The following test is conducted prior to allowing the beginning of


full power washing in order to verify that measurable amounts of lead are not being released by the

washing process. Once it is determined that the washing process does not release lead, the

Contractor will be allowed to proceed with power washing with only minimal additional

requirements.

a. The Contractor in coordination with the Project Monitor shall select a minimum of one test

area typical of the surfaces to be power washed. This area shall be 100 or more square

feet in area. On some sites where the building surfaces are different, the Project Monitor

may require more than one area to be tested.

The Contractor shall construct a floor containment for the test areas. The containment

must be designed to capture and collect all wash water and any paint chips generated

during the assessment. Typically the Contractor simply needs to use poly on the ground to

create a basin like effect which will capture the spray water.

The Project Monitor will first collect a sample of source water such as from the hose tap.

The Contractor will then be asked to power wash the test area in a similar manner as to

how the building as a whole will be power washed. W ork shall be halted if the washing

process causes delamination of paint from the test area surfaces. Modifications to the

methods and work practices shall be made prior to resumption of power washing and

these modifications must be approved by the Project Monitor prior to their implementation.

The Project Monitor will collect one or more samples of the water runoff that was captured

by the Contractor following power washing the test area. As long as there are no visible

paint chips in the water and/or the amount of water is not excessive, the Contractor may

release the captured water as long as it is absorbed by landscaping or will evaporate. No

waste water resulting from power washing operations may be allowed to drain into any

storm drain as required by the State of California.

b. The Project Monitor will send these samples to a laboratory for lead in water analysis. The

sample results for the source water will be compared to the water runoff sample. If similar

amounts of lead are present in each, the Project Monitor will reach the conclusion that the

power washing process is unlikely to release lead into the water or surrounding area during

the power washing process. Typically the power washing process does not release lead

as long as loose and peeling paint was removed prior to the start of power washing.

c. The Owner will pay for the collection of these water samples and their laboratory analysis.

d. The Project Monitor will notify the Contractor as soon as the results of the testing process

are known. Typically the Contractor will be given permission to begin power washing. The

Project Monitor and the Contractor will need to discuss alternatives to power washing in

the unlikely situation that the water test shows lead contamination in the runoff water.

e. The Contractor shall assume that the testing and water analysis process will take a total of

three work days. For example, if the test is done on the morning of the first day, the water

samples will arrive at the laboratory on the morning of the second day. The results of the

sampling process will be available on the afternoon of the third day. Since no power

washing will be allowed until this testing process shows acceptable results, the Contractor

must build this testing process into the work schedule. The Contractor may choose to

accelerate the testing process but this will mean that the Contractor, rather than the

Owner, will pay for the transportation of the samples to the laboratory and for the rush

laboratory analysis. Even under “rush” conditions, it is very unlikely that the entire process

could be completed in one day. The Contractor may want to schedule the testing process

prior to the completion of other paint preparation work in order to have the results by the

time the paint preparation work is complete.

f. Upon receiving approval to begin power washing, the Contractor will be allowed to proceed

power washing the building. The Contractor must, however, notify the Project Monitor 24

hours in advance of the beginning of power washing in order for the Project Monitor to

monitor the process should he or she feel that is appropriate.


g. Employee protective measures such as disposable clothing and respirators will not be

required as power washing is not likely to result in airborne exposures of lead above the

Action Level.

h. W aste water produced from power washing operations which does not contain chips of

paint may be allowed to soak into the ground below the area being washed. If the area

located below or around the surface to be washed does not allow for absorption into the

ground, the water must be directed toward an area on the property that will allow for

absorption into the ground or evaporation. The Contractor must take steps to ensure that

no waste water enters storm drains. This is State and Federal law. This runoff cannot go

into a storm drain regardless of the lead content of the water.

3.11 Lead Waste Management

Proper testing and disposal of all waste material is the responsibility of the Contractor.

The Contractor must plan the work in order to minimize the generation of hazardous waste during the

disturbance of lead-containing materials. The Contractor must create separate waste streams as

necessary. This particularly includes the separation of any loose paint chips or flakes or ceramic tile debris

from other construction debris. All waste streams must be identified by the Contractor before the work

begins and separated during the course of the project to minimize costs of disposal.

The Contractor is responsible for all costs associated with the testing, removal, packing, loading, shipping,

and disposal of lead containing waste generated during this project. This does not include waste water

testing done to determine if power washing is permitted. The cost of that testing will be covered by the

Owner.

The Contractor is required to comply with all regulations in Title 8 Section 1532.1 Lead in Construction and

Cal/EPA Title 22 for waste classification and disposal.

3.11.1 Lead W aste Testing

The Contractor must conduct appropriate waste stream characterization testing and/or filtering

prior to disposal of waste products such as water, sand, paint chips, vacuum debris, and filters

generated during surface preparation activities. Once completed, the test analysis results must be

submitted to the Owner and/or Project Monitor for review. The Contractor is responsible for all

costs associated with waste stream testing. Contractors may choose to avoid some waste testing

by presuming that the waste is a lead hazardous waste. W aste must be tested if the Contractor

wishes to treat it as a non-hazardous waste.

The Contractor may not remove or dispose of the identified materials from the job site until this

review has been completed and the Contractor has been informed by the Owner and/or Project

Monitor of their concurrence that the materials have been properly tested and meet the

requirements allowing the materials to be classified as non-hazardous.

3.11.2 W aste Manifests

For all hazardous waste that requires an EPA manifest, the Contractor must coordinate with the

Owner for signature of the manifest. In general, the Contractor must notify the Owner a minimum

of 24 hours in advance of the need for a signature. Hazardous waste cannot be transported

without an authorized signature so it is the responsibility of the Contractor to coordinate with the

Owner the time waste transporters will need the signature. Delays resulting from the failure of the

Contractor to obtain an authorized signature from the Owner will be the sole responsibility of the

Contractor, unless the Owner was provided 24 hour in advance notice and the transporter arrived

on time during the regular work hours of the Owner.

3.11.3 W aste Containers

All debris generated in the regulated work area shall be placed in approved containers. The containers

shall be leak tight and meet the requirements as stated in these specifications. Bags and other containers

shall not be overfilled.


Bags containing lead hazardous waste must be sealed in a gooseneck fashion. If the material is going to

be double-bagged, only the second or final bag must be gooseneck sealed. The method of sealing the

containers must be approved by the Project Monitor.

Unless stated otherwise in these specifications, or determined otherwise by the Project Monitor, the

Contractor shall assume that lead-containing waste with sharp-edged components (e.g., nails, screws,

metal lath, tin sheeting) which will tear the bags and/or poly sheeting and shall first be placed into a

container such as burlap or similar material before being wrapped or bagged in poly.

These specifications may require the Contractor to utilize rigid-walled containers such as fiber drums or

cardboard boxes (approved by the Project Monitor) as the final container for hard-edged materials such as

floor tile, gypsum board, ceramic tile, and other materials that may tear bags. Should these containers be

required, it will be stated in the specifications and discussed at the bid walk. Typically these containers will

not be required unless the amount of debris is exceptionally large.

However, if in the judgement of the Project Monitor, the Contractor’s method of containerizing debris is

inadequate and either results in the release of dust or debris or is reasonably expected to result in such a

release, the Contractor will be forbidden to continue waste load out until the containers meet the approval

of the Project Monitor. This might result in the Contractor being required to change from poly bags to rigid-

walled containers.

The Contractor must properly label all hazardous waste containers before they leave the job site according

to the requirements of DTSC and DOT.

For this project, paint chips, dust and small debris may be placed in a single bag of at least six-mil

thickness. This material is assumed to be hazardous waste until tested and proved otherwise, so the bags

must be sealed in a gooseneck fashion.

For this project, unless stated elsewhere in these specifications, building components such as wood with

loose and flaking paint, must be wrapped in a minimum of one layer of six-mil poly and sealed with tape.

For this project, unless stated otherwise elsewhere in these specifications, ceramic tile debris is considered

hazardous waste until sampled and proved otherwise. It must, at a minimum, be sealed in two six-mil thick

poly bags. The final bag must be sealed in a gooseneck fashion.

3.12 Alternative Work Plans

The Contractor and/or subcontractors may submit alternate work plans to the suggested work practices

and containment strategies as stated in these specifications. These alternate work plans or containment

strategies must be approved by Owner and/or Project Monitor prior to their implementation.

Pre-Start Submittal Form

This form must be completed, signed, and submitted with the Contractor and/or subcontractors’

documents required prior to the start of work. This form and these documents must be submitted

to the Owner and/or Project Monitor no less than five days prior to the start of work disturbing lead.

Please attach submittals in the order listed below. Please check off each item that is submitted. W rite NA

in spaces for which you believe the requirement is Not Applicable.

All Contractors and subcontractors who will have employees disturb lead on this project must, at a

minimum provide proof of item number 1.6.1.e.1., lead hazard communication training in compliance with 8


CCR 1532.1 (l)(A)(1). This is the only submittal that must be provided by these employers as long as

they do not disturb more lead than is described in Part 1.5.1.

The following submittals must be provided by all Contractors and subcontractors who will, at a

minimum, have employees who will conduct trigger tasks for more than one hour per shift, will

potentially be exposed above the Action Level, or will conduct other activities as determined by the

Project Monitor that may result in significant exposure to lead.

a. A written lead compliance plan in compliance with 8 CCR 1532.1 must be provided that

includes the following:

1. A description of equipment and materials, controls, crew size, job responsibilities,

and operations and maintenance procedures for each activity in which lead is

disturbed and potentially emitted;

2. A description of specific control methods (wet methods, engineering controls, etc.)

that will be used to ensure workers are not exposed above the PEL;

3. Technology considered in meeting the Cal/OSHA permissible exposure level

(PEL);

4. Air monitoring data documenting sources of lead emissions;

5. A detailed implementation schedule for the compliance plan, including the

schedule for inspections by a competent person;

6. A description of the lead work practice program which will be used to control

worker exposures. This includes the use of protective work clothing, equipment,

hygiene facilities and practices, and housekeeping practices;

7. A description of the steps the Contractor or subcontractor will take to minimize the

generation of hazardous waste produced on this project. This includes, but is not

necessarily limited to, how the contractor will separate waste streams. For

example, how will the Contractor or subcontractor will keep potentially hazardous

waste such as paint chips and dust from being disposed of with other potentially

non-hazardous construction materials and debris.

b. Copy of the Contractor or subcontractor’s written respirator program in accordance with

the requirements of 8 CCR 1544.

c. Proof that all employees expected to wear respirators on this project have medical

approval to wear a respirator.

d. Copies of respiratory fit-tests for all workers expected to wear a respirator on this project.

Fit testing must be done as required by and in accordance with 8 CCR 1544.

e. Proof of training required by Part 1.5 for type of work employee will do.

1. Proof of Hazard Communication Training for Lead for those exposed to lead or

who will perform trigger tasks for less than one hour. (Proof may be a certificate or

written statement stating training was completed and a list of names of those

individuals who were trained. Proof of this training is not needed if employee

provides proof of training required by items e. 2, or e. 3.)

2. Proof of training in compliance with 8 CCR 1532.1 (l)(2) for all employees who will

conduct trigger tasks as defined in 8 CCR 1532.1 (d)(2) for more than one hour or

who will reasonably be expected to be exposed to lead above the Action Level.

(Proof may be a certificate or written statement stating training was completed and


a list of names of those individuals who were trained.) Not required if providing

proof of training required in item e.3 and/or item e.4.

3. Proof of CDPH lead certification for those workers who will conduct trigger tasks

as defined in 8 CCR 1532.1 (d)(2) or will reasonably be expected to be exposed to

airborne levels of lead above the PEL. This is required for this work on all projects

that will disturb more than 100 square feet of lead-containing material. (Proof of

certification will be a currently valid CDPH certification card as a worker or

supervisor. Workers who can show proof of a valid course completion form and

application being submitted to CDPH will be allowed to work while awaiting full

certification from CDPH.)

4. Proof of current CDPH certification as a lead supervisor for the on-site competent

person for projects involving the conduction of trigger tasks or other activities

reasonably expected to exceed the PEL. This is required for this work on all

projects that will disturb more than 100 square feet of lead-containing material.

Proof of valid certification will be a currently valid CDPH certification card a

worker.)

5. If exception to requirement for CDPH certified supervisor listed in Part 1.5.3 is

requested, then provide proof of CDPH certified supervisor who will verify

containment, personal protection and work practices, and will be able to respond

to the project within two hours of request by the Project Monitor. (Only applicable

for paint scraping work done prior to the demolition of buildings or structures.)

f. Copies of all current MSDS for chemicals used on this project.

g. Manufacturers' certifications that high efficiency particulate air (HEPA) vacuums, pressure

differential units and other local exhaust ventilation equipment conform to ANSI Z9.2-79 for

all HEPA-filtered equipment that will be used on this project. (This is proof that the

equipment is actually HEPA filtered. This is separate from the challenge testing

requirement needed for equipment used in interior spaces.)

h. Name and contact information of independent testing company who will challenge test all

vacuums and air filtration devices used on this project (in interior spaces).

i. Statement regarding compliance with all Cal/OSHA exposure monitoring required for this

project.

j. Name and contact information for laboratory who will analyze air samples or waste

samples and documentation of their certification to conduct such analysis.

k. Name of W aste Transporter who will transport hazardous waste on this project and

documentation that the Transporter is allowed to transport lead hazardous waste.

l. Name of W aste Landfill to which lead hazardous waste will be sent and documentation

that such landfill is allowed to accept such waste.

m. Should waste water filtration be required on this project, submit manufactures

documentation pertaining to the capability of waste water filters to filter particles of,

at a minimum, five micrometers in size.

n. List of all rented equipment to be used within a lead regulated area, or a statement that no

rental equipment will be used on this project.

1. If rental equipment is to be used, submit written statements from each rental

company indicating the rental company's acknowledgment that the equipment is


provided for and may be used in areas where airborne levels of asbestos and/or

lead may be present.

o. Submit emergency plans. At a minimum submit the following:

1. Submit non-emergency telephone numbers, other then 911, for the appropriate

Police, Sheriff, and Fire Departments.

2. Name, pager or cell phone numbers of the on-site supervisor and his immediate

company supervisor.

3. Submit detailed written directions from the project site to the medical facility to be

used in case of an emergency. Also include a map which sufficiently shows the

route to be taken from the site to the designated medical facility.

4. Submit written emergency procedures pertinent to the work to be performed and

which can be implemented by site personnel if the need arises.

p. Local sanitation district W astewater Discharge Permit for Surface W ashers (if required).

The above listed documents must be provided a minimum of five working days prior to the start of work

that will disturb lead. Exceptions will be made for individual worker and supervisor documentation of

training, medical approval to wear a respirator, and respirator fit test since the Project Monitor recognizes

the Contractor and/or subcontractors may not know the identity of those individuals five working days in

advance. However, under no circumstances will workers or supervisors be allowed to work on this project

prior to the receipt of this documentation by the Owner and/or Project Monitor. In addition, the five-day in

advance documentation will not be enforced for rental equipment, but must be provided before the

equipment may be used in a lead regulated area. All delays resulting from the failure of the Contractor

and/or subcontractors to provide this information in the required time frame is solely the responsibility of the

Contractor and/or subcontractor.


Name, Signature, and Contact Information of Contractor's Personnel Completing

Pre-Start Submittal Package

NAME: ______________________________

(Print or Type)

SIGNATURE: _________________________

Telephone: ________________________

Mailing Address: _______________________

_____________________________________

_____________________________________

Fax:__________________________________

The following information is reprinted from earlier in these specifications in order to assist the Contractor

and/or subcontractors in providing the necessary submittals during and following the work.

1.6.2 Submittals Provided During The W ork (Or Following Completion Of The W ork If Applicable)

The following documents must be provided the Owner and/or Project Monitor following completion of the

physical activities associated with the project. The following documents must be received and approved by

the Owner and/or Project Monitor before the work is considered complete. (Failure to provide these

documents means the work is not complete, even though the physical activities may be completed.)

a. Daily sign-in sheet for each worker entering a lead regulated area.

b. The Contractor must provide the results of exposure sampling done to comply with the

requirements of 8 CCR 1532.1 (d) and the requirements of this specification.

c. The Contractor must provide blood sampling and analysis results of lead (BLL) and zinc

protoporphyrin (ZPP) levels for all workers who are represented by air monitoring results

that exceed the Action Level. Typically, the Project Monitor will require blood lead

sampling for all workers on a work shift if one or more air sampling results for that shift is

above the Action Level.

The written results of the blood sampling analysis must be provided the Owner and/or

Project Monitor within 21 days of the exposure over the Action Level or within 12 days of

the completion of the project, whichever comes first.

d. Copies of job progress reports and project documentation. This must include the names

of all employees onsite, the hours worked and a brief description of the work completed at

the site(s).

e. The Contractor must provide all waste disposal documentation.

WH

WH

159 SF

OFFICE /

DRY

STORAGE

103

81 SF

REF.

10884 SF

FREEZ.

107

58 SF

JAN.

10564 SF

TOILET

104

143 SF

HALL

106

203 SF

SERVING

101

52 SF

W.H.

109

26

' - 1

"

800 SF

WARMING

KITCHEN

102

A300

5

A3006

A900

8S

A900

7N

A900 5E

A901

6S

A901

5S

A90114W

A300 14

10

' - 7

"

CL

R.

18

" M

IN.

13

' - 1

"1

3' -

0"

8' - 11" 9' - 0"

7"

9' - 0" 10' - 2" 6' - 0" 6' - 5"

4' -

0"

3' -

0"

4' -

3"

17

' - 1

1"

15' - 4"

6W

14S

14N

5E

11' - 7"

9"

9"

5' -

0"

5' -

0"

6"

5' -

1"

2' -

0"

5"

9' -

8"

2

A223

3

A223

6

A223

6

A223

SIM

A810

1 2 4 5 6

12

CL

R.

18

" .

60

" M

IN. C

LR

.

22.03

MIN. CLR.18" .

10.71

10.72

56" MIN. CLR.

6N

6E 14E8W 8E

8N

5N

5S

5W

7S

7E7W

5N

A90117W

17N

10.4148" MIN. CLR.

7' -

8"

3' -

0"

4' -

8"

2' -

3"

4' - 4" 8' - 6" 5' - 9" 7' - 3" 7' - 8"

33' - 6"

7' -

8"

12"

7' - 4" 3' - 0" 18" 29' - 7" 4' - 0" 1' - 6" 16' - 9" 2' - 5"

10.91

9' - 7 1/2" 8' - 8"

18' - 3 1/2"

RN

-1

RN-1 RN-1

RN-1

TRW-URN-1

RN-1 TE

-1

RN

-1IS

A-1

RN-1

2.03

SERVICE YARD

2' - 5" 4' - 6" 3' - 6" 2' - 4"

10.63

1' -

4"

CL

R.

17

"-18

"

2' - 1"

3"

12"

6' -

0"

MA

X.

1' - 0"

32.91

1' - 0"

5"

8A820

22.03

10.61

10.61

10.6126.05

22.06

8' - 1 5/8" 12' - 1 3/8"

1' -

10

"

22.17 22.17

23.06

23.01

2.48

10.58

10.41

3' -

0"

17' - 0" 5' - 8" 15' - 4"

12' - 4" FURRED WALL

7

A223

7

A223

1' -

6"

22.01

12

A820

12

A820

22.06 22.06 22.06

22.06

10.05

2' - 0"

21.04

1

1

1

1

159 SF

OFFICE /

DRY

STORAGE

103

81 SF

REF.

10884 SF

FREEZ.

107

58 SF

JAN.

10564 SF

TOILET

104

143 SF

HALL

106

203 SF

SERVING

101

52 SF

W.H.

109

800 SF

WARMING

KITCHEN

102

O6

O9O7 O7

O7 O7 O7O7

O7O7

O7

O7

C12

C13

O7

WORK DESK(NIC)

O4

O5

O3

C1C2C3

C14

C6

C11

C17 O1

C10

O10

C8

C5

C4

C9

C15

C14

C16

C18

C10

O8

O8

O8

O8

O8

O8

O8

O8

O9 O9 O9

C7

1 2 4 5 6

SERVICE YARD

7

A223

7

A223

C19

1

1

1

GENERAL NOTES A. ALL FABRICATED METAL WORK SHALL BE

CONSTRUCTED IN COMPLIANCE WITH THE LATEST STANDARDS OF THE NATIONAL SANITATION FOUNDATION.

B. LIGHTING FIXTURES IN KITCHEN AREAS SHALL BE APPROVED FOR FOOD FACILITY USE.

C. FOR SHELVING ANCHORAGE, SEE .

D. FOR WALL BACKING DETAILS, SEE .

E. FOR KITCHEN EQUIPMENT SCHEDULE ASSOCIATED W/EQUIPMENT PLAN, SEE 3 / A221.

F. SEE A800 FOR GENERAL ACCESSIBILITY REQUIREMENTS AND CLEARANCE.

/7 A222

/3 A222

LEGEND

WINDOW ASSEMBLY, SEE WINDOW SCHEDULE

DOOR AND FRAME, SEE DOOR SCHEDULE

(E) WOOD STUD WALLS TO REMAIN

WOOD STUD WALLS OR FILL (2x6 DF @ 16" O.C.)

(E) CMU WALLS TO REMAIN

CMU WALLS

PRE FABRICATED INSULATED METAL PANEL

WOOD STUD WALLS (2x4 DF @ 16" O.C.)

1-HR RATED CONSTRUCTION REFER TO DETAIL

RN-1ACCESSIBILITY & DOOR SIGNAGE, SEE /3 A800

/20 A830

6" FURRED WALL

KEYNOTES 00.00

ET

E

STAI LC

A

- L

.31

70-

R

EN

CFO

A

9

1

NR

OFI

I

No. C-8866

R

N

DES

A

CTETI

HC

ICH

AELA.B

OONE

M

T

T,

FR

ES

NO

H

EA

DQ

UA

RT

ER

S

VIS

ALIA

l

BA

KE

RS

FIE

LD

l

MO

DE

ST

O l

SA

N L

UIS

OB

ISP

O

A R

C H

I T

E C

T S

E

N G

I N

E E

R S

C

O N

N E

C T

E D

ET

ER

LL

P

ET

ER

II

I

DR

AW

ING

TIT

LE

PROJECT NO.

DRAWING

DA

TED

ES

CR

IPTI

ON

MA

RK

pro

pert

y r

ights

in t

hese

PLO

T D

AT

E:

copyri

ght

and o

ther

reserv

es i

ts c

om

mon l

aw

Tete

r, L

LP

expre

ssly

instr

um

ent

of

pro

fessio

nal

incorp

ora

ted h

ere

in,

as a

n

ideas a

nd d

esig

ns

pla

ns.

This

docum

ent,

the

pri

or

wri

tten a

uth

ori

zati

on.

any o

ther

pro

ject

wit

hout

in w

hole

or

in p

art

, fo

r

serv

ice,

is n

ot

to b

e u

sed

2/2

1/2

019

2:4

7:1

4 P

MC

:\U

sers

\fritz

i.mart

ine

z\D

ocu

men

ts\1

0668

-A-F

T.W

AS

HIN

GT

ON

-17_

fritz

i.mart

ine

z.rv

t

A220

EN

LAR

GE

D F

LOO

R P

LAN

S

KITC

HEN

EXP

ANSI

ON

01/0

7/1

9

17-10668

FOR

T W

ASH

ING

TON

ELE

MEN

TAR

YC

LOVI

S U

NIF

IED

SC

HO

OL

DIS

TRIC

TF

RE

SN

O, C

A

DS

A B

AC

K C

HE

CK

A

6ENLARGED PLAN - DIMENSION 1/4" = 1' - 0"

2.03 EXISTING HIGH-LOW DRINKING FOUNTAIN TOREMAIN, DSA APPL. 112635

2.48 EXISTING INSET FIRE EXTINGUISHER CABINET &FIRE EXTINGUISHER TO REMAIN

10.05 THIS AREA EXEMPT PER 11B-203.5

10.41 TOILET ACCESSORY, SEE INTERIOR ELEVATIONSTYP.

10.58 SHELF, SEE 2/A830

10.61 STAINLESS STEEL CORNERGUARD, TYP. SEE5/A222

10.63 FIRE EXTINGUISHER, BRACKET MOUNTED, SEE15/A830

10.71 SECURITY LOCKER, FOR ANCHORAGE SEE16/A800

10.72 ACCESSIBLE SECURITY LOCKER, SEE 20/A800

10.91 ROOF ACCESS LADDER, SEE 13/A830 & 19/A830

21.04 INDIRECT WASTE

22.01 CAN WASH FLOOR DRAIN, SEE PLUMBING DOCS.

22.03 PLUMBING FIXTURE, SEE PLUMBING DRWGS TYP.

22.06 FLOOR SINK, SEE PLUMBING DOCS.

22.17 FLOOR DRAIN, SEE PLUMBING DOCS.

23.01 TYPE II KITCHEN HOOD, SEE MECHANICAL DOCS.

23.06 FLY FAN ON WALL ABOVE DOOR, SEEMECHANICAL DOCS.

26.05 ELECTRICAL PANEL, SEE ELECTRICAL DOCS.

32.91 CAN WASH STATION DRY RACKS, TYP. SEE 4/A821

8EQUIPMENT PLAN 1/4" = 1' - 0"

NORTH

NORTH

10

2/0

4/1

9C

OU

NT

Y H

EA

LT

HD

EP

AR

TM

EN

T C

OM

ME

NT

S

1

O.F.O.I. OWNER FURNISHED OWNER INSTALLED

O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED C.F.C.I. CONTRACTOR FURNISHED CONTRACTOR INSTALLED

B.C REFER TO BASE CONNECTION DET. /11 A222

1

1

1

1

1

1

1

ET

E

STAI LC

A

- L

.31

70-

R

EN

CFO

A

9

1

NR

OFI

I

No. C-8866

R

N

DES

A

CTETI

HC

ICH

AELA.B

OONE

M

T

T,

FR

ES

NO

H

EA

DQ

UA

RT

ER

S

VIS

ALIA

l

BA

KE

RS

FIE

LD

l

MO

DE

ST

O l

SA

N L

UIS

OB

ISP

O

A R

C H

I T

E C

T S

E

N G

I N

E E

R S

C

O N

N E

C T

E D

ET

ER

LL

P

ET

ER

II

I

DR

AW

ING

TIT

LE

PROJECT NO.

DRAWING

DA

TED

ES

CR

IPTI

ON

MA

RK

pro

pert

y r

ights

in t

hese

PLO

T D

AT

E:

copyri

ght

and o

ther

reserv

es i

ts c

om

mon l

aw

Tete

r, L

LP

expre

ssly

instr

um

ent

of

pro

fessio

nal

incorp

ora

ted h

ere

in,

as a

n

ideas a

nd d

esig

ns

pla

ns.

This

docum

ent,

the

pri

or

wri

tten a

uth

ori

zati

on.

any o

ther

pro

ject

wit

hout

in w

hole

or

in p

art

, fo

r

serv

ice,

is n

ot

to b

e u

sed

2/2

5/2

019

3:4

8:5

8 P

MC

:\U

se

rs\fritz

i.m

art

ine

z\D

ocu

men

ts\1

0668

-A-F

T.W

AS

HIN

GT

ON

-17_

fritzi.m

art

ine

z.r

vt

A221

KIT

CH

EN

EQ

UIP

ME

NT

SC

HE

DU

LE

KIT

CH

EN

EX

PA

NS

ION

01/0

7/1

9

17-10668

FOR

T W

AS

HIN

GTO

N E

LEM

EN

TAR

YC

LOV

IS U

NIF

IED

SC

HO

OL

DIS

TRIC

TF

RE

SN

O, C

A

DS

A B

AC

K C

HE

CK

A

KITCHEN EQUIPMENT SCHEDULE 3

10

2/0

4/1

9C

OU

NT

Y H

EA

LT

HD

EP

AR

TM

EN

T C

OM

ME

NT

S

24"

72"

UTENSIL RACK E

6"

33"

RUB RAILS F

27"

21"

HAND SINK C

30"

84"

HOOD & ANSUL D

36"

46"

WALL SHELF A

18"

42"

PRE-RINSE B

- ALL WALL BACKING SHALL BE PER DETAIL 1/A830.

NOTES:

- WALL BACKING LENGTHS SHOWN ON BUILDING WORK PLAN ARE MINIMUM. ALWAYS EXTEND WALL BACKING TO NEXT STUD OVER IN EACH DIRECTION.

- ALL WORK SHOWN TO BE BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED.

2"2"

#4 BRUSHED SATIN FINISH, TYPE 304 ALLOY 16 GA. ARCHITECTURAL GRADE STAINLESS STEEL

3/8" WINGS EACH SIDE

DOUBLE STICK TAPE EACH SIDE, SHOWN DASHED

U.N

.O.

4' -

0"

5"

10"

2 1/2"2 1/2"

1/2"1/2"

5"1" 1"

2 7

/8"

2 7

/8"

1/4

1/4" x 2-7/8" x 7"

11/16" Ø HOLES

PLAN - 2-BOLT PLATE, 1 POST

PLAN - 2-BOLT PLATE, 2 POSTS

1/4

1/4" x 2-7/8" x 11"

11/16" Ø HOLES

BASE PLATE BRACKET

SHELVING POST

ANCHORS, TYP. 5/8" 'HILTI' KWIK BOT TZ W/ 2-1/2" MIN. EMBED.

3/8" Ø BOLT, NUT & WASHER

1-1/4" Ø. SCH. 40 PIPE

PL

PL

PL

4" PRE-FAB INSULATED WALL PANEL

3x6 DF FLAT CONT.

2 5

/8"

CONT ∟4x6 x11GA SS LLV

8'-6"

9'-1"

3 1

/8"

SCHEDULED WALL FINISH

#12-14 S.S.P.H. SMS @ 8" O.C. & 2" FROM ENDS

#12-11X 2" RHSS WD SCR @ 8" O.C. & 2" FROM ENDS

2x JOIST

SIMPSON H4 EA SIDE AT JOIST WITH (4) 8d x 1 1/2 EA LEG

GUIDE RAIL

GYP. BD.

STAINLESS STEEL COUNTERTOP

WD. STUD FRAMINGPER PLAN

CONT. SEALANT

STAINLESS STEEL COILING DOOR SLATS

WALL FINISH PER SCHEDULE

14 GA STAINLESS STEEL CLOSURE

2'-10"

SNEEZE GUARD, SEE

1' - 6" 1' - 6"

2"

3' - 0"

2"

6"

7"

8"

1' -

4"

14 GA STAINLESS STEEL BOTTOM SHELF

14 GA STAINLESS STEEL SHELVING BIN

12 GA STAINLESS STEEL "Z"

2"x2"x12GA STAINLESS STEEL ANGLE (REMOVABLE SHELF SUPPORTS)

REMOVABLE 14 GA STAINLESS STEEL SHELF

A22211

#12 STAINLESS STEEL STMS @ 24" O.C.

MAX.

4"

WD. STUD BACKING

4"

SCHEDULED FLOORING FINISH

SCHEDULED FLOORING FINISH

6"

3

A221

1' -

4"

2 3/4" 11 1/2"

11

1

4" PRE-FAB INSULATED WALL PANEL

6X6 POST

3"

5 1/2"

1"

WOOD STUDS PER PLAN


∟4x5 x11GA SS CONT

#12-14 S.S.P.H. DRILLING SCR @ 8" O.C., 2" FROM ENDS @ MTL PANEL

#12-11X 2" RH WD SCR 8" AT O.C., 2" FROM ENDS

WD. STUDS PER PLAN

5/8" GYP. BD.


BACKING, SEE

TOP EDGE OF WIRE SHELF UNIT

METRO WALL CLAMP # 9984C W/ (2) #12-11 x 2" RHSS WD SCR, PROVIDE (2) CLAMPS / SHELF UNIT

1A830

EXPANSION ANCHORS SHALL BE: HILTI KWIK BOLT TZ 1CC-ES REPORT ESR 1917 OR ARCHITECT APPROVED EQUAL.

ET

E

STAI LC

A

- L

.31

70-

R

EN

CFO

A

9

1

NR

OFI

I

No. C-8866

R

N

DES

A

CTETI

HC

ICH

AELA.B

OONE

M

T

T,

FR

ES

NO

H

EA

DQ

UA

RT

ER

S

VIS

ALIA

l

BA

KE

RS

FIE

LD

l

MO

DE

ST

O l

SA

N L

UIS

OB

ISP

O

A R

C H

I T

E C

T S

E

N G

I N

E E

R S

C

O N

N E

C T

E D

ET

ER

LL

P

ET

ER

II

I

DR

AW

ING

TIT

LE

PROJECT NO.

DRAWING

DA

TED

ES

CR

IPTI

ON

MA

RK

pro

pert

y r

ights

in t

hese

PLO

T D

AT

E:

copyri

ght

and o

ther

reserv

es i

ts c

om

mon l

aw

Tete

r, L

LP

expre

ssly

instr

um

ent

of

pro

fessio

nal

incorp

ora

ted h

ere

in,

as a

n

ideas a

nd d

esig

ns

pla

ns.

This

docum

ent,

the

pri

or

wri

tten a

uth

ori

zati

on.

any o

ther

pro

ject

wit

hout

in w

hole

or

in p

art

, fo

r

serv

ice,

is n

ot

to b

e u

sed

2/2

1/2

019

2:4

7:1

8 P

MC

:\U

sers

\fritz

i.mart

ine

z\D

ocu

men

ts\1

0668

-A-F

T.W

AS

HIN

GT

ON

-17_

fritz

i.mart

ine

z.rv

t

A222

KIT

CH

EN

DE

TA

ILS

KITC

HEN

EXP

ANSI

ON

01/0

7/1

9

17-10668

FOR

T W

ASH

ING

TON

ELE

MEN

TAR

YC

LOVI

S U

NIF

IED

SC

HO

OL

DIS

TRIC

TF

RE

SN

O, C

A

DS

A B

AC

K C

HE

CK

A

REF/FREZ HOLDBACK HEAD 81 1/2" = 1' - 0" REF / FREZ HOLDBACK JAMB 41 1/2" = 1' - 0"

1/4" = 1'-0" 3WALL BACKING DETAILS

1" = 1'-0" 5CORNERGUARD DETAIL

3" = 1'-0" 7SHELVING ANCHORAGE 3" = 1'-0" 15SERVING COUNTER

3" = 1'-0" 9WIRE SHELF BRACKET

N.T.S. 11TABLES & COUNTERS FLOORANCHORAGE

10

2/0

4/1

9C

OU

NT

Y H

EA

LT

HD

EP

AR

TM

EN

T C

OM

ME

NT

S

4"

4"

5"

4"

8"

5 1

/2"

8"

2"

5 1/2"

BATT INSULATION

STRUCTURAL. SHEATHING

CEM. PLAS.

WALL FRAMING

WEATHER-RESISTIVE BARRIER

OFFSET WEEP SCREED, 7/8X1 3/8X3 1/2" HIGH WITH WEEP HOLES

NON-SHRINK GROUT FILL

STRUCTURAL FOOTING, SEE STRUCTURAL

REINFORCED CONC. SLAB, SEE STRUCTURAL DOCS.

STYROFOAM FREEZERMATE 4" EXTRUDED POLYSTYRENE FOAM INSULATION, 30PSI COMPRESSIVE STRENGTH OR EQUAL

1" Ø CRUSHED ROCK

4" REINFORCED CONC.RETE WEAR SLAB W/ #3 @18" O.C.

1 1/2" Ø CRUSHED BASE ROCK

5/8" TYPE 'X' GYP.BD.

4" PRE FABRICATED WALK-IN BOX PANEL

1 1/2 X 1 1/2 X 16GA G90 GALV. CONT. FLOOR ANGLE W/ 1/4" Ø SS PHILLIPS R.H. DRILLING SCR. @ 12" O.C. INTO PANEL & 1/4 Ø 'HILTI' KWIK HUS-EZ (ICC 3027) HEX HD CONC. SCR. @ 18" O.C. 1 5/8" EMBED MIN. TESTED TO 18 FTLB PER CBC

VAPOR BARRIER

2X REDWOOD CONT. AROUND BOX

MIN.1 1/2"

2 1/2"

CO

VE

BA

SE

6"

H S

S1

4"

4"

5"

4"

8"

NON-SHRINK GROUT FILL

(E) FOOTING



1" Ø CRUSHED ROCK

4" REINFORCED CONC.RETE WEAR SLAB W/ #3 @18" O.C.


5/8" TYPE 'X' GYP. BD.



VAPOR BARRIER


MIN.1 1/2"

5"

4"

4"

24"

(E) WD. STUD FRAMING

CO

VE

BA

SE

6"

H S

S

1

4"

4"

5"

4"

8"



1" Ø CRUSHED ROCK

4" REINFORCED CONC.RETE WEAR SLAB W/ #3 @18" E.W.


5/8" TYPE 'X' GYP. BD.



VAPOR BARRIER


MIN.1 1/2"

2 1/2"

10 MIL VAPOR BARRIER

STRUCTURAL CONC. SLAB

CO

VE

BA

SE

6"

H S

S

1

9"

4"

EPOXY RESIN FLOORING

UNREINFORCED CONC. SLAB

4" XPS FOAM INSULATION, 30 PSI COMPRESSIVE STRENGTH. DOW STYROFOAM FREEZERMATE, OR EQUAL

REINFORCED CONC. SLAB, SEE STRUCTURAL DRAWINGS

VAPOR BARRIER

1" DIA. CRUSHED ROCK


8"

4"

5"

4"

4"

1/4

" M

AX

.

MAGNETIC VINYL GASKET W/ANTI-SWEAT PERIMETER HEATER

SWEEP GASKET4" PRE-FAB INSULATED DOOR PANEL

2X REDWOOD CONT.

ET

E

STAI LC

A

- L

.31

70-

R

EN

CFO

A

9

1

NR

OFI

I

No. C-8866

R

N

DES

A

CTETI

HC

ICH

AELA.B

OONE

M

T

T,

FR

ES

NO

H

EA

DQ

UA

RT

ER

S

VIS

ALIA

l

BA

KE

RS

FIE

LD

l

MO

DE

ST

O l

SA

N L

UIS

OB

ISP

O

A R

C H

I T

E C

T S

E

N G

I N

E E

R S

C

O N

N E

C T

E D

ET

ER

LL

P

ET

ER

II

I

DR

AW

ING

TIT

LE

PROJECT NO.

DRAWING

DA

TED

ES

CR

IPTI

ON

MA

RK

pro

pert

y r

ights

in t

hese

PLO

T D

AT

E:

copyri

ght

and o

ther

reserv

es i

ts c

om

mon l

aw

Tete

r, L

LP

expre

ssly

instr

um

ent

of

pro

fessio

nal

incorp

ora

ted h

ere

in,

as a

n

ideas a

nd d

esig

ns

pla

ns.

This

docum

ent,

the

pri

or

wri

tten a

uth

ori

zati

on.

any o

ther

pro

ject

wit

hout

in w

hole

or

in p

art

, fo

r

serv

ice,

is n

ot

to b

e u

sed

2/2

5/2

019

2:0

9:5

5 P

MC

:\U

se

rs\fritz

i.m

art

ine

z\D

ocu

men

ts\1

0668

-A-F

T.W

AS

HIN

GT

ON

-17_

fritzi.m

art

ine

z.r

vt

A223

KIT

CH

EN

DE

TA

ILS

KITC

HEN

EXP

ANSI

ON

01/0

7/1

9

17-10668

FOR

T W

ASH

ING

TON

ELE

MEN

TAR

YC

LOVI

S U

NIF

IED

SC

HO

OL

DIS

TRIC

TF

RE

SN

O, C

A

DS

A B

AC

K C

HE

CK

A

1 1/2" = 1'-0" 2FREEZER BOX @ SLAB & (N) EXTERIOR WALL

1 1/2" = 1'-0" 3FREEZER BOX @ SLAB & (E) WALL

1 1/2" = 1'-0" 6FREEZER BOX @ SLAB & INTERIOR WALL

1 1/2" = 1'-0" 7DOOR @ THRESHOLD

10

2/0

4/1

9C

OU

NT

Y H

EA

LT

HD

EP

AR

TM

EN

T C

OM

ME

NT

S

1 1

1

1

1 2 4 5 6

B

A

6.11

9.45

OPEN

3' -

0"

9.46

9.48

9.49

9.53

9.479.479.47 9.549.52

9.51

10.91

9.52

9.52 9.57

8.11

9.47

BOTTOM OF FRAMING AT 9'-1" BOTTOM OF FRAMING AT 8'-1"

1 2 4 5 6

B

A

2.08

2.16

2.172.74

2.15

2.75

2.22

± 1

0' -

7"

± 1

' - 3

"

± 3

' - 6

"± 9

' - 7

"

2.62

2.62

± 1

' - 6

"

2' -

3"

9' -

7"

2.79

KEYNOTES 00.00

GENERAL NOTES

A. REFER TO CEILING FRAMING DETAIL FOR ADDITIONAL INFORMATION.

B. FOR NON-BEARING WALL TOP CONNECTIONS, SEE .

C. DOUBLE JOIST NAILING SCHEDULE: 10d COMMON AT 32" O.C. T&B STAGGERED & #10 T&B AT 3" FROM ENDS.

/4 A830

/16 A830

ET

E

STAI LC

A

- L

.31

70-

R

EN

CFO

A

9

1

NR

OFI

I

No. C-8866

R

N

DES

A

CTETI

HC

ICH

AELA.B

OONE

M

T

T,

FR

ES

NO

H

EA

DQ

UA

RT

ER

S

VIS

ALIA

l

BA

KE

RS

FIE

LD

l

MO

DE

ST

O l

SA

N L

UIS

OB

ISP

O

A R

C H

I T

E C

T S

E

N G

I N

E E

R S

C

O N

N E

C T

E D

ET

ER

LL

P

ET

ER

II

I

DR

AW

ING

TIT

LE

PROJECT NO.

DRAWING

DA

TED

ES

CR

IPTI

ON

MA

RK

pro

pert

y r

ights

in t

hese

PLO

T D

AT

E:

copyri

ght

and o

ther

reserv

es i

ts c

om

mon l

aw

Tete

r, L

LP

expre

ssly

instr

um

ent

of

pro

fessio

nal

incorp

ora

ted h

ere

in,

as a

n

ideas a

nd d

esig

ns

pla

ns.

This

docum

ent,

the

pri

or

wri

tten a

uth

ori

zati

on.

any o

ther

pro

ject

wit

hout

in w

hole

or

in p

art

, fo

r

serv

ice,

is n

ot

to b

e u

sed

2/2

1/2

019

2:4

7:2

2 P

MC

:\U

sers

\fritz

i.mart

ine

z\D

ocu

men

ts\1

0668

-A-F

T.W

AS

HIN

GT

ON

-17_

fritz

i.mart

ine

z.rv

t

A601

CE

ILIN

G F

RA

MIN

G P

LAN

KITC

HEN

EXP

ANSI

ON

01/0

7/1

9

17-10668

FOR

T W

ASH

ING

TON

ELE

MEN

TAR

YC

LOVI

S U

NIF

IED

SC

HO

OL

DIS

TRIC

TF

RE

SN

O, C

A

DS

A B

AC

K C

HE

CK

A

1/4" = 1'-0" 8PROPOSED CEILING FRAMING PLAN

1/4" = 1'-0" 6DEMOLITION CEILING FRAMING PLAN

2.08 EXISTING 2x6 @ 16" O.C. TO REMAIN

2.15 EXISTING 2x6 CEILING JOIST TO REMAIN, MODIFY AS REQUIRED

2.16 EXISTING 2x12 @ 16" O.C. TO REMAIN, MODIFY AS REQUIRED

2.17 EXISTING 2x6 @ 24" O.C. TO REMAIN

2.22 EXISTING EDGE OF MECHANICAL WELL

2.62 REMOVE PORTION OF (E) 2x JOIST TO ACCOMMODATE EXHAUST DUCTOPENING

2.74 REMOVE EXISTING 2x6 CEILING JOIST @ 8'-1" TO ALLOWINSTULLATION OF NEW 2x6 CEILING JOIST AT 9'-1", REFER TOKEYNOTE 9.45

2.75 REMOVE EXISTNG PORTION OF 2x CEILING JOIST

2.79 REMOVE PORTION OF (E) 2x JOIST TO ACCOMMODATE CEILINGACCESS PANEL SEE 10/A830

6.11 STRUCTURAL FLUSH HEADER, SEE STRUCTURAL DOCS.

8.11 CEILING ACCESS PANEL, SEE 10/A830

9.45 2x6 @ 24" O.C.

9.46 2x12 @ 16" O.C.

9.47 2x12 ADDITIONAL CEILING JOIST, SEE GENERAL NOTE 'C'.

9.48 2x DOUBLE JOIST, SEE GENERAL NOTE 'C'.

9.49 IN FILL FRAMING @ REMOVED ROOF HATCH, SEE STRUCTURAL DOCS.

9.51 2x BLOCKING

9.52 4x6 BLOCKING W/ U46 EA. END

9.53 2x6 CEILING JOIST ALIGN W/ ADJACENT

9.54 OPENING FOR EXHAUST DUCT, MAINTAIN

9.57 MECHANICAL GRILLE LOCATION

10.91 ROOF ACCESS LADDER, SEE 13/A830 & 19/A830

NORTH

NORTH

10

2/0

4/1

9C

OU

NT

Y H

EA

LT

HD

EP

AR

TM

EN

T C

OM

ME

NT

S

1

ABBREVIATIONS

AL ALUMINUM

FF FACTORY FINISH

HM HOLLOW METAL

MILL MILL FINISH

P PAINT

SC SOLID CORE WOOD

STL STEEL

SS STAINLESS STEEL

TG TEMPERED GLASS

GENERAL NOTES

1. DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT (CBC 1010.1.9). THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION (CBC 1010.1.9.5).

2. LEVERS, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON REQUIRED MEANS OF EGRESS DOORS SHALL COMPLY WITH SFM STANDARD 12-10-2, SECTION 12-10-202 CONTAINED IN THE CCR, TITLE 24, PART 12, CALIFORNIA REFERENCED STANDARDS CODE (CBC 1010.1.9.1).

3. HAND ACTIVATED DOOR OPERATING HARDWARE SHALL BE LEVER HANDLED OR PULLS THAT ARE EASY TO GRASP WITH ONE HAND AND DO NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 LBS MAXIMUM (CBC 1010.1.9.1, 11B-404.2.7 AND 11B-309.4).

4. OPERATING HARDWARE SHALL BE MOUNTED 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISHED FLOOR OR LANDING LEVEL (CBC 1010.1.9.2, 11B-404.2.7).

5. MANUALLY OPERATED SURFACE OR FLUSH BOLTS ARE NOT PERMITTED EXCEPT FOR THE INACTIVE LEAF OF PAIRS OF DOORS SERVING STORAGE OR EQUIPMENT ROOMS, OR SERVING B, FOR S OCCUPANCIES HAVING AN OCCUPANT LOAD OF LESS THAN 50 OCCUPANTS (CBC 1010.1.9.4).

6. IF A DOOR HAS A CLOSER, THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM (CBC 11B-404.2.8.1). CLOSERS SHALL BE ADJUSTED SO THAT THE FORCE REQUIRED TO PUSH OR PULL OPEN A DOOR SHALL NOT EXCEED 5 LBS. FOR INTERIOR AND EXTERIOR DOORS AND NOT MORE THAN 15 LBS. FOR REQUIRED FIRE RATED DOORS. FOR SWINGING DOORS, THE FORCE SHALL BE APPLIED PERPENDICULAR TO THE DOOR AT THE DOOR OPERATING HARDWARE; FOR SLIDING DOORS, THE FORCE SHALL BE MEASURED PARALLEL TO THE DOOR APPLIED AT THE PULL OR LATCH (CBC 11B-404.2.9).

7. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2 INCH IN HEIGHT ABOVE THE LOWEST FLOOR OR LANDING LEVEL. CHANGES IN ELEVATION GREATER THAN 1/4 INCH SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN 2:1 HORIZONTAL TO VERTICAL (CBC 11B-404.2.5 AND 11B-303 1010.1.7).

8. THE BOTTOM 10 INCHES OF THE PUSH SIDE OF SWINGING DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEEL CHAIR FOOTREST WITHOUT CREATING TRAP OR HAZARDOUS CONDITION (CBC 11B-404.2.10).

9. GLAZING IN DOORS SHALL BE TEMPERED SAFETY GLASS OR OTHER APPROVED SAFETY GLAZING MATERIAL (CBC 2406.4.1). SAFETY GLAZING SHALL BE PERMANENTLY IDENTIFIED IN ACCORDANCE WITH CBC 2406.3).

10. ALL DOORS SHALL BE 1-3/4 INCHES THICK UNLESS NOTED OTHERWISE.

11. REFER TO INTERIOR FINISH SCHEDULE FOR COLOR/GLOSS/ PATTERN FOR PAINTED DOOR AND FRAME FINISHES.

12. FIRE RATED DOOR/FRAME ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY AND HAVE LABELS COMPLYING WITH NFPA 80 PERMANENTLY AFFIXED TO THE DOOR AND FRAME (CBC 716.5.7). FIRE RATED DOOR/FRAME ASSEMBLIES SHALL BE SELF CLOSING AND POSITIVE LATCHING (CBC 716.5.9).

13. FOR TYPICAL CLEARANCES AT DOORS, SEE ./8 A800

FFLUSH

FDFLUSH DOUBLE

HGHALF GLASS

DO

OR

HD

WR

39"

CE

NT

ER

0' -

5 1

/2"

VA

RIE

S3

' - 0

"

0' - 5 1/2"VARIES

0' - 5 1/2"

HAHORIZ ACCESS

TG

MGMETAL GATE

4' -

0"

2' - 8"

13' - 0"VARIES

CDCOUNTER DOOR

11' - 0"

4' -

6"

8' - 4"

**

** DENOTES 10" SMOOTH & UNINTERRUPTED SURFACE (TYP.). SEE GENERAL NOTE #8. NOTE: DOOR GLAZING TO BE FRTG @ ALL FIRE RATED DOORS

**

2' -

10

"

EQ EQ EQ EQ

2" 2"8' - 0"

HOLLOW METAL

4' -

0"

4' - 0"2' - 0"

4' -

0"

AHOLLOW METAL

B

3' -

2"

3' -

2"

TG TG

9

A820

10

A820

11

A820

9

A820

10

A820

11

A820

GLASS AND GLAZING NOTES

1. GLAZING IN HAZARDOUS LOCATIONS DESCRIBED IN THE 2016 CBC 2406.4 SHALL BE TEMPERED SAFETY GLASS.

2. EACH PANE SHALL BEAR THE MANUFACTURER'S MARK DESIGNATING THE TYPE OF THICKNESS OF THE GLASS OR GLAZING MATERIAL. EACH PANE OF TEMPERED SAFETY GLASS SHALL BE PERMANENTLY IDENTIFIED BY THE MANUFACTURER.

3. SEE DOOR ELEVATIONS FOR DOOR GLAZING.

4. FRAMING PERIMETER DIMENSIONS ARE OPENING SIZES, CONTRACTOR TO VERIFY EXACT FRAME DIMENSIONS.

GLASS TYPE ABBREVIATIONS

TG TEMPERED SAFETY GLASS

FRTG FIRE-RATED TEMPERED GLASS

FINISH MATERIALS ABBREVIATIONS

AT 2x2 ADHESIVELY APPLIED ACOUSTIC TILE

CS CONCRETE, SEALED

CT CERAMIC TILE

FF FACTORY FINISH

FRP FIBER-REINFORCED PLASTIC PANEL

GB GYBSUM BOARD

RB RESILIENT BASE (COLOR 1)

RES RESINOUS (COLOR 1)

SS STAINLESS STEEL

VCT VINYL COMPOSITE TILE

FINISH SCHEDULE NOTES

1. EXPOSED GYP. BD. SHALL HAVE SPATTER KNOCK-DOWN FINISH AND EGGSHELL (P12.C) PAINT, U.N.O.

2. EXPOSED GYP. BD. @ TOILET ROOMS, JANITOR CLOSETS, FOOD PREP, SERVERY, DRY FOOD STORAGE, AND WATER HEATER SHALL HAVE MEDIUM ORANGE PEEL TEXTURE AND SEMI-GLOSS (P12.B) PAINT, U.N.O.

3. SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.

4. WHERE FLOORING MATERIAL TRANSITIONS TO A DIFFERENT FLOORING MATERIAL, SEE .

5. RESINOUS COVE BASE SHALL HAVE INN 3/8" RADIUS AT FLOOR TO WALL JUNCTURE.

/12 A8201

OP

EN

ING

MA

TC

H D

OO

R

OP

EN

ING

MA

TC

H D

OO

R

DOOR

MATCH

TYP.0' - 2" DOOR

MATCH

ALALUMINUM

HM-2HOLLOW METAL

HM-1HOLLOW METAL

SSSTAINLESS STEEL

STLSTEEL

ET

E

STAI LC

A

- L

.31

70-

R

EN

CFO

A

9

1

NR

OFI

I

No. C-8866

R

N

DES

A

CTETI

HC

ICH

AELA.B

OONE

M

T

T,

FR

ES

NO

H

EA

DQ

UA

RT

ER

S

VIS

ALIA

l

BA

KE

RS

FIE

LD

l

MO

DE

ST

O l

SA

N L

UIS

OB

ISP

O

A R

C H

I T

E C

T S

E

N G

I N

E E

R S

C

O N

N E

C T

E D

ET

ER

LL

P

ET

ER

II

I

DR

AW

ING

TIT

LE

PROJECT NO.

DRAWING

DA

TED

ES

CR

IPTI

ON

MA

RK

pro

pert

y r

ights

in t

hese

PLO

T D

AT

E:

copyri

ght

and o

ther

reserv

es i

ts c

om

mon l

aw

Tete

r, L

LP

expre

ssly

instr

um

ent

of

pro

fessio

nal

incorp

ora

ted h

ere

in,

as a

n

ideas a

nd d

esig

ns

pla

ns.

This

docum

ent,

the

pri

or

wri

tten a

uth

ori

zati

on.

any o

ther

pro

ject

wit

hout

in w

hole

or

in p

art

, fo

r

serv

ice,

is n

ot

to b

e u

sed

2/2

1/2

019

2:4

7:2

5 P

MC

:\U

sers

\fritz

i.mart

ine

z\D

ocu

men

ts\1

0668

-A-F

T.W

AS

HIN

GT

ON

-17_

fritz

i.mart

ine

z.rv

t

A700

SC

HE

DU

LES

KITC

HEN

EXP

ANSI

ON

01/0

7/1

9

17-10668

FOR

T W

ASH

ING

TON

ELE

MEN

TAR

YC

LOVI

S U

NIF

IED

SC

HO

OL

DIS

TRIC

TF

RE

SN

O, C

A

DS

A B

AC

K C

HE

CK

A

DOOR SCHEDULE

MARK

DOOR FRAME HARDWARE

GROUP REMARKSWIDTH HEIGHT TYPE MATL FINISH TYPE FINISH HEAD JAMB THRESHOLD

101A 11' - 0" 6' - 8" CD SS FF SS FF 001 14/A820 15/A820 -

102A 3' - 0" 7' - 0" F SC FF HM-1 P 002 5/A820 6/A820 7/A820

102B 3' - 0" 7' - 0" F SC P HM-1 P 003 5/A820 6/A820 7/A820

103A 3' - 0" 7' - 0" HG SC FF HM-1 P 004 5/A820 6/A820 7/A820

104A 3' - 0" 7' - 0" F SC FF HM-1 P 005 5/A820 6/A820 7/A820

105A 3' - 0" 7' - 0" F SC FF HM-1 P 006 5/A820 6/A820 7/A820

106A 4' - 0" 7' - 0" F HM P HM-1 P 007 1/A820 2/A820 3/A820

106B 8' - 4" 6' - 8" FD HM P HM-2 P 008 - 9/A810 -

106C 13' - 0" 6' - 8" MG STL P STL P 009 - 8/A810 -

109A 3' - 0" 7' - 0" F SC FF HM-1 P 006 5/A820 6/A820 7/A820

109B 2' - 8" 4' - 0" HA HM P AL MILL 010 - - -

H.M. DOOR FRAME TYPES 151/4" = 1' - 0"

FINISH SCHEDULE 4

FINISH SCHEDULE

ROOM #

ROOM

NAME

FLOOR BASE WAINSCOT WALLS CEILING

REMARKSMATERIAL MATERIAL HEIGHT MATERIAL HEIGHT

NORTH EAST SOUTH WEST

MATERIAL HEIGHTFINISH FINISH FINISH FINISH

101 SERVING VCT RB 4" - - FRP FRP FRP FRP GB 9'-0"

102 WARMINGKITCHEN

RES RES 6" - - SS/FRP FRP FRP FRP GB 9'-0"

103 OFFICE / DRYSTORAGE

RES RES 6" - - FRP FRP FRP FRP GB 9'-0"

104 TOILET RES RES 6" CT 5'-0" GB GB GB GB GB 9'-0"

105 JAN. RES RES 6" - - FRP FRP FRP FRP GB 9'-0"

106 HALL RES RES 6" - - FRP FRP FRP FRP GB 9'-0"

107 FREEZ. CS SS 6" - - FF FF FF FF GB 9'-0" 6" COVE SS BASE W/FACTORY CORNERS

108 REF. CS SS 6" - - FF FF FF FF GB 9'-0" 6" COVE SS BASE W/FACTORY CORNERS

109 W.H. RES RES 6" - - GB GB GB GB GB 9'-0"

110 MPR - - - - - - - - - AT 12'-0"

111 STAGE - - - - - - - - - - -

WINDOW SCHEDULE 31/4" = 1' - 0"

DOOR SCHEDULE & DOOR TYPES 21/4" = 1' - 0"

PR 4' - 0"

PR 6' - 0" ±

4' - 6"

10

2/0

4/1

9C

OU

NT

Y H

EA

LT

HD

EP

AR

TM

EN

T C

OM

ME

NT

S

1

1

GRADING PLAN

VARIES, SEE

#4 @ 16" O.C.

EXPANSION JOINT, TYP.

4" x 8" x 16" SPLITFACE BLOCK TO MATCH EXISTING

T.O. WALL ABOVE F.F.

6'-8"

#4V @ 16" O.C. & #4H @ 24" O.C.

(3) #5 CONT.

#4 X @ 16" O.C.3'-0"

(MATCH EXISTING)

3' - 0"

1' -

4"

(-) 1'-8" BELOW F.F.

1

DROP BAR IN SLEEVE 2X

MTL. PANEL W/ CLOSURESTRIPS SCREWED TOTUBE STL. FRAME

3" SQ. TUBE STL. FRAME. ALL JOINTS SHALL BE WELDED W/ DIAG. BRACING

5x5x1/4 HSS POST W/ WELDED HINGES TO DOOR FRAME SUPPORT.

DIA.

1' - 0"

1' -

0"

8

A810

4

A810

3"

A810

3

A810

3

6' -

8"

OH

13' - 0" M.O.

1" 5 1/4" 5'-11 1/4". 1/2"

EQ EQ

6'-6".

1'-1/2" x 1'-1/2" x 24GA. TRIM, COLOR MATCH PANEL

1'-1/2" x 1'-1/2" x 1/8" CONTINUOUS ANGLE @ BOTH SIDES

3" x 3" x 3/16" HSS, GATE FRAME, TYP.

1'-1/2" x 1'-1/2" x 1/8" HSS

GATE HINGE

5" x 5" x 1/4" HSS POST

8" CMU WALL

AEP SPAN 24 GA BOX RIB PANEL

1'-1/2" x 1'-1/2" x 24GA. TRIM, COLOR MATCH PANEL

1'-1/2" x 4" x 1/8" CONTINUOUS BENT PLATE @ TOP AND BOTTOM

AEP SPAN 24 GA BOX RIB PANEL

3" x 3" x 3/16" HSS, GATE FRAME

A A

12"

12"

1 1

/2"

1 1/2" 4 1/2" 4 1/2" 1 1/2"

12"

1/2" 1/2"

VIEW A-A

CMU WALL

5x5x1/4 HSS, GATE POST 3

"V

AR

IES

CONCRETE FOOTING

3/4" PLATE W/ (6) 3/4" Ø ANCHOR BOLTS, EMBED 12" MIN.

3/8"

NON-SHRINK 1" MAX GROUT PAD

EM

BE

D

12

" M

IN.

GATE DOOR

CONCRETE PAVING

H.M. DOOR

MASONRY ANCHOR @ 24" O.C. W/ 3/8" Ø x 4" KWIK BOLT 3 SS304, MIN. 2" EMBEDED INTO CMU WALL

2" x 5 3/4" x 16GA HM JAMB W/CLOSURE PLATE @ TOP, GROUT SOLID

(E) CMU WALL

6' -

8"

(E) CMU WALL CMU WALL

7

A810

16' - 8" 16' - 8"

4

S004

MASONRY EXPANSION JOINT

H.M. DOORCMU WALL

2" x 5 3/4" x 16GA HM JAMB W/ CLOSURE PLATE @ TOP & MASONRY ANCHORS @ 2'-0" O.C., GROUT SOLID

2"

7' - 4"

(E) CMU WALL

CMU WALL

7

A810

8

A810

13

A810

9

A810

13' - 0" 8' - 4"

7

A810

(N) (E)

6' - 8"

6' - 8" 12' - 0" 1' - 8"

A810

2

SLOPE

CURB RAMP, SEE CIVIL DRAWINGS

TRUNCATED DOMES - 3'-0" WIDE x WIDTH OF RAMP

12" WIDE WARNINGGROOVES

(E) CONCRETE PAVING

"PASSENGER LOADING ONLY" SIGN (+80" A.F.G.), SEE

4" WIDE HATCHED WHITE LINES @ 36"o.c.

4" WIDE WHITE BORDER LINE

(N) 6" CONCRETE CURB, SEE PAINT YELLOW

5' -

0"

7' - 6" 20' - 0"

/6 A821

/9 A8217

A821

ET

E

STAI LC

A

- L

.31

70-

R

EN

CFO

A

9

1

NR

OFI

I

No. C-8866

R

N

DES

A

CTETI

HC

ICH

AELA.B

OONE

M

T

T,

FR

ES

NO

H

EA

DQ

UA

RT

ER

S

VIS

ALIA

l

BA

KE

RS

FIE

LD

l

MO

DE

ST

O l

SA

N L

UIS

OB

ISP

O

A R

C H

I T

E C

T S

E

N G

I N

E E

R S

C

O N

N E

C T

E D

ET

ER

LL

P

ET

ER

II

I

DR

AW

ING

TIT

LE

PROJECT NO.

DRAWING

DA

TED

ES

CR

IPTI

ON

MA

RK

pro

pert

y r

ights

in t

hese

PLO

T D

AT

E:

copyri

ght

and o

ther

reserv

es i

ts c

om

mon l

aw

Tete

r, L

LP

expre

ssly

instr

um

ent

of

pro

fessio

nal

incorp

ora

ted h

ere

in,

as a

n

ideas a

nd d

esig

ns

pla

ns.

This

docum

ent,

the

pri

or

wri

tten a

uth

ori

zati

on.

any o

ther

pro

ject

wit

hout

in w

hole

or

in p

art

, fo

r

serv

ice,

is n

ot

to b

e u

sed

2/2

5/2

019

11

:07

:35

AM

C:\U

se

rs\fritz

i.m

art

ine

z\D

ocu

men

ts\1

0668

-A-F

T.W

AS

HIN

GT

ON

-17_

fritzi.m

art

ine

z.r

vt

A810

SIT

E D

ET

AIL

S

KITC

HEN

EXP

ANSI

ON

01/0

7/1

9

17-10668

FOR

T W

ASH

ING

TON

ELE

MEN

TAR

YC

LOVI

S U

NIF

IED

SC

HO

OL

DIS

TRIC

TF

RE

SN

O, C

A

DS

A B

AC

K C

HE

CK

AHM DOOR JAMB AT (E) CMU WALL 93" = 1' - 0"

3/4" = 1'-0" 7CMU WALL @ SERVICE YARD

1/2" = 1'-0" 2GATE ELEVATION

1 1/2" = 1'-0" 8SERVICE YARD HORIZ. SECTION 1 1/2" = 1'-0" 4SERVICE YARD VERT. SECTION

1 1/2" = 1'-0" 3SERVICE YARD GATE BASE PLATE 3/8" = 1'-0" 11SOUTH

HM DOOR JAMB AT CMU WALL 133" = 1' - 0"

3/8" = 1'-0" 10WEST

3/8" = 1'-0" 12EAST

1/4" = 1'-0" 14PASSENGER LOADING ZONE AT DROP-OFF

10

2/0

4/1

9C

OU

NT

Y H

EA

LT

HD

EP

AR

TM

EN

T C

OM

ME

NT

S

1

1

R-19 BATT INSULATION

(E) STRUCT SHEATHING

(N) CEM PLAS

(N) FRAMING

WEATHER RESISTIVE BARRIER

GYP. BD


(N) STRUCT SHEATHING

(E) FRAMING

CUT LINE OF (E) SHEATHING

(N) CONT STUD

(E) CEM PLAS

(E) BLDG PAPER LAP 6" ON TO (N) SHEATHING

5 1/2"


WALL FINISH

WALL FRAMING

STRUCTURAL FOOTING SEE STRUCTURAL

6"

5"

5 1

/2"

6"

METAL COVE STRIP

GYP. BDSTRUCT SHEATHING

CEM PLAS

2"

3/8" MIN RADIUS RESINOUS COVE BASE

RESINOUS FLOOR


OFFSET WEEP SCREED, 7/8X1 3/8X3 1/2" HIGH WITH WEEP HOLES

1

9"

GYP. BD

(E) FRAMING

(N) FRAMING (N) R-19 BATT INSULATION

(E) CEM PLAS

(N) CEM PLAS (N) STRUCT SHEATHING

LAP (E) LATH & BLDG PAPER OVER (N) LATH & BLDG PAPER (SHINGLE LAP)

(E) BATT INSULATION

(E) STRUCT SHEATHING

(N) SOFFIT FRAMING9'-1"

8'-0"

(E) SOFFIT FRAMINGGYP. BD

WALL FRAMING


(N) WOOD BATTEN TO MATCH EXISTING

(E) WOOD BATTEN

STRUCT SHEATHING

CEM PLAS

(E) SOFFIT PLYWOOD


3" SCH 40 PIPERADIU

S ELL

SHO

RT

3 1

/2"

3"

6"

9"

PIPE IMBED.

12" Ø @ EA.

EXTERIOR GRADE POURABLE ANCHORING CEMENT.

6"

R 1/2" , TYP.

6"

CONCRETE SIDEWALK

(E) CONCRETE PAVING

6"

- 1

2"

~

CONCRETE

SEE

/14 A810

FINISHED SURFACE

PLACE SOIL STERILANT

PLACE 6" ASPHALTIC CONCRETE, TYPE B, WITH 1/2" MAX. AGGREGATE IN TOP LIFT AND 3/4" AGGREGATE IN BASE LIFTS

12" COMPACTED SOIL

MINIMUM FINE$250.00

VANACCESSIBLE

8".

3".

3' M

IN.

6' -

8"

MIN

. C

LR

.4

"1

4" 7

"

12"

GALV. STEEL POST CAP

FASTENER: 1/4" Ø HEX. BOLT W/ LOCK WASHER 1-1/2" FROM TOP AND BOTTOM OF SIGN

CONCRETE

18 GA STEEL WITH FIELD OF BLUE, 1/2" WHITE BORDER, AND WHITE ACCESSIBLE SYMBOL, ALL OF REFLECTIVE SHEETING

1" HIGH WHITE LETTERS, ALL REFLECTIVE SHEETING

ADD VAN SIGN WHEN SHOWN ON PLANS, BLUE FIELD, 1/2" WHITE BORDER, AND 1" WHITE LETTERS, ALL OF REFLECTIVE SHEETING, SEE NOTE BELOW

2" SCH 50 GALV STEEL POST

FINISHED CONCRETE OR GROUND SURFACE

NOTE: AS AN ALTERNATIVE, A SINGLE SIGN INCLUDING BOTH LEGENDS AS SHOWN AT RIGHT MAY BE USED.

12" 12"

18"

18"

PASSENGER LOADING

ZONE ONLY

MINIMUM FINE$250.00

VANACCESSIBLE

1" HIGH WHITE LETTERS, ALL REFLECTIVE SHEETING

FINISHED SURFACE

6" AC PLUG, SEE /10 A821

FINISHED SURFACE 2% MAX. COUNTERSLOPE WITHIN 4' OF LANDING

SIDEWALK AND CURB BEYOND

FLUSH

2%MAX.

(E) CONCRETE PAVING

ET

E

STAI LC

A

- L

.31

70-

R

EN

CFO

A

9

1

NR

OFI

I

No. C-8866

R

N

DES

A

CTETI

HC

ICH

AELA.B

OONE

M

T

T,

FR

ES

NO

H

EA

DQ

UA

RT

ER

S

VIS

ALIA

l

BA

KE

RS

FIE

LD

l

MO

DE

ST

O l

SA

N L

UIS

OB

ISP

O

A R

C H

I T

E C

T S

E

N G

I N

E E

R S

C

O N

N E

C T

E D

ET

ER

LL

P

ET

ER

II

I

DR

AW

ING

TIT

LE

PROJECT NO.

DRAWING

DA

TED

ES

CR

IPTI

ON

MA

RK

pro

pert

y r

ights

in t

hese

PLO

T D

AT

E:

copyri

ght

and o

ther

reserv

es i

ts c

om

mon l

aw

Tete

r, L

LP

expre

ssly

instr

um

ent

of

pro

fessio

nal

incorp

ora

ted h

ere

in,

as a

n

ideas a

nd d

esig

ns

pla

ns.

This

docum

ent,

the

pri

or

wri

tten a

uth

ori

zati

on.

any o

ther

pro

ject

wit

hout

in w

hole

or

in p

art

, fo

r

serv

ice,

is n

ot

to b

e u

sed

2/2

1/2

019

2:4

7:2

7 P

MC

:\U

sers

\fritz

i.mart

ine

z\D

ocu

men

ts\1

0668

-A-F

T.W

AS

HIN

GT

ON

-17_

fritz

i.mart

ine

z.rv

t

A821

EX

TE

RIO

R D

ET

AIL

S

KITC

HEN

EXP

ANSI

ON

01/0

7/1

9

17-10668

FOR

T W

ASH

ING

TON

ELE

MEN

TAR

YC

LOVI

S U

NIF

IED

SC

HO

OL

DIS

TRIC

TF

RE

SN

O, C

A

DS

A B

AC

K C

HE

CK

AWALL INTERSECTION AT (E) FRAMING 11 1/2" = 1'- 0"

1 1/2" = 1'-0" 2SILL AT (N) WALL

1 1/2" = 1'-0" 3(N) EXT. WALL & (E) EXT. WALL

1 1/2" = 1'-0" 5SOFFIT

1 1/2" = 1'-0" 4CAN WASH DRY RACK

10

2/0

4/1

9C

OU

NT

Y H

EA

LT

HD

EP

AR

TM

EN

T C

OM

ME

NT

S

3" = 1'-0" 9VERTICAL CURB

N.T.S. 10AC PLUG

1" = 1'-0" 6ACCESSIBLE SIGN

1" = 1'-0" 7PASSENGER LOADING ZONE SECTION

1

GENERAL NOTES

A. FOR ACCESSIBLE CLEARANCES, AND ACCESSORY AND FIXTURE MOUNTING HEIGHTS, SEE .

B. FOR EQUIPMENT ACHORAGE, SEE SHEET A222.

C. FINISH TAG, SEE SHEET A700.

D. FOR WOOD BACKING, SEE ./1 A830

###

/10 A800

KEYNOTES 00.00

15

A222

2' -

10

"

FRP

RB

8.13

FRP SS FRP23.01

11.41

2' -

10

"

11.41 22.16

11.41

RES

FRP

RES

11.41

FRP

RES

11.41

1.59

OPEN OPEN

FRP

RB

11.41

FRP

RES

11.41 11.27

OPEN

FRP

11.41

11.4111.41

RES

11.4111.43

FRP

RES

8.1310.63

2' -

10

"

14

A820

15

A222

15

A820

7' - 6"

ET

E

STAI LC

A

- L

.31

70-

R

EN

CFO

A

9

1

NR

OFI

I

No. C-8866

R

N

DES

A

CTETI

HC

ICH

AELA.B

OONE

M

T

T,

FR

ES

NO

H

EA

DQ

UA

RT

ER

S

VIS

ALIA

l

BA

KE

RS

FIE

LD

l

MO

DE

ST

O l

SA

N L

UIS

OB

ISP

O

A R

C H

I T

E C

T S

E

N G

I N

E E

R S

C

O N

N E

C T

E D

ET

ER

LL

P

ET

ER

II

I

DR

AW

ING

TIT

LE

PROJECT NO.

DRAWING

DA

TED

ES

CR

IPTI

ON

MA

RK

pro

pert

y r

ights

in t

hese

PLO

T D

AT

E:

copyri

ght

and o

ther

reserv

es i

ts c

om

mon l

aw

Tete

r, L

LP

expre

ssly

instr

um

ent

of

pro

fessio

nal

incorp

ora

ted h

ere

in,

as a

n

ideas a

nd d

esig

ns

pla

ns.

This

docum

ent,

the

pri

or

wri

tten a

uth

ori

zati

on.

any o

ther

pro

ject

wit

hout

in w

hole

or

in p

art

, fo

r

serv

ice,

is n

ot

to b

e u

sed

2/2

1/2

019

2:4

7:4

0 P

MC

:\U

sers

\fritz

i.mart

ine

z\D

ocu

men

ts\1

0668

-A-F

T.W

AS

HIN

GT

ON

-17_

fritz

i.mart

ine

z.rv

t

A900

INT

ER

IOR

ELE

VA

TIO

NS

KITC

HEN

EXP

ANSI

ON

01/0

7/1

9

17-10668

FOR

T W

ASH

ING

TON

ELE

MEN

TAR

YC

LOVI

S U

NIF

IED

SC

HO

OL

DIS

TRIC

TF

RE

SN

O, C

A

DS

A B

AC

K C

HE

CK

ASERVING - 101 51/4" = 1' - 0"

KITCHEN - 102 71/4" = 1' - 0"

OFFICE / DRY STORAGE - 103 81/4" = 1' - 0"

1.59 EXISTING COLUMN

8.13 OVERHEAD COILING SERVICE DOOR

10.63 FIRE EXTINGUISHER, BRACKET MOUNTED, SEE 15/A830

11.27 PORTABLE FOOD CARTS, NOT FIXED

11.41 KITCHEN EQUIPMENT, SEE SHEET A221

11.43 SPLASH GUARD

22.16 PLUMBING FIXTURE, SEE PLUMBING & 10/A800

23.01 TYPE II KITCHEN HOOD, SEE MECHANICAL DOCS.

EAST

NORTH

SOUTH WESTEASTNORTH

NORTH SOUTH WEST

SOUTH

EAST

WEST

10

2/0

4/1

9C

OU

NT

Y H

EA

LT

HD

EP

AR

TM

EN

T C

OM

ME

NT

S

1

1

1

SERVING

101

WARMING

KITCHEN

102

OFFICE / DRY

STORAGE

103

TOILET

104

JAN.

105

HALL

106

FREEZ.

107

S

G

S

GHW

CW

HWR

CWCW

CW F

(E) 2-1/2" FSR TO REMAIN

(E) 2-1/2"

(E) 4"

G

REF.

108

W.H.

109

1

1

3

4

FS-1FS-2 FS-1

WH-1 WATER HEATER

FS-2

GI-1

WC-1

L-1

MS-1

CWD-1

CWB-1

HB-1

HS-1

FD-1 FD-1

2 1/2"

4"

6

5

8

13

(E) GAS METER

(E) 3"G

FS-1

G G G

ROUTE ABV. CLG BETWEEN JOISTS (TYP.)

G G

9

10

11

12

1 2 3 4 5 6

C

B

A

FF

2 1/2"

@+12"AFF

31

30

29

21

28

2"VTR

1 1/2"

1"

2"

2"VTR

27

CD

7

22 23

2"VTR

1 1/4"1 1/4"1 1/4"

26

(E) DF33

(E) 3/4"

(E) 1-1/2"

(E) 2"

(E) 1"

D

14

22

2"

4"4"

2"VTR

24 WF-3

222321

32 TP-1

17 18

TP-1 32

25

26

16

WF-115

2"

WF-2 1920

1 1/2"2"

3/4"

1 1/4"

2 1/2"

2"

S

3"

4"

4"

FCO (TYP)

2"

4"

FCO

3/4"3/4"

34

35

PROVIDE FIRE STOP FOR THRU PIPE PENETRATIONS. SEE DETAILS 9 & 10/P800.

ROUTE ALL PIPE DROPS & RISERS IN (N) FURRED WALLS

D

2"

1 1/2"

2"2"

3/4"37 36

4"

3"

3"

3"

2"VTR

26

KEYNOTES

T

T,

FR

ES

NO

H

EA

DQ

UA

RT

ER

S

VIS

ALIA

l

BA

KE

RS

FIE

LD

l

MO

DE

ST

O l

SA

N L

UIS

OB

ISP

O

A R

C H

I T

E C

T S

E

N G

I N

E E

R S

C

O N

N E

C T

E D

ET

ER

LL

P

ET

ER

II

I

DR

AW

ING

TIT

LE

PROJECT NO.

DRAWING

DA

TED

ES

CR

IPTI

ON

MA

RK

pro

pert

y r

ights

in t

hese

PLO

T D

AT

E:

copyri

ght

and o

ther

reserv

es i

ts c

om

mon l

aw

Tete

r, L

LP

expre

ssly

instr

um

ent

of

pro

fessio

nal

incorp

ora

ted h

ere

in,

as a

n

ideas a

nd d

esig

ns

pla

ns.

This

docum

ent,

the

pri

or

wri

tten a

uth

ori

zati

on.

any o

ther

pro

ject

wit

hout

in w

hole

or

in p

art

, fo

r

serv

ice,

is n

ot

to b

e u

sed

2/2

5/2

019

9:0

9:2

3 A

MC

:\U

se

rs\d

aly

.so

mbat\D

ocum

ents

\10668

-P-F

T.W

AS

HIN

GT

ON

-17_

Daly

.Som

ba

t.rv

t

P221

PR

OP

OS

ED

PLU

MB

ING

PLA

N

KIT

CH

EN

EX

PA

NS

ION

01/0

7/1

9

17-10668

FOR

T W

AS

HIN

GTO

N E

LEM

EN

TAR

YC

LOV

IS U

NIF

IED

SC

HO

OL

DIS

TRIC

TF

RE

SN

O, C

A

DS

A B

AC

K C

HE

CK

A

NORTH

1/4" = 1'-0" 1PLUMBING PLAN

Exp. 06-30-20

CE

EO

T

TS

AM

CF

LA

ACH

NIA I

RO

FN

L

A I

GER

M32797

SE

ST I

EV

TE

ER

DN

A.

EER

J

NI

O

GN

E S

N

L

E

ANOI

SFES

RO

P

33 PROVIDE (N) CW, S & V PIPING FOR (E) DRINKINGFOUNTAIN. ROUGH-IN W/ 3/4" CW, (2) 2" S DROPS &(2) 1-1/2" VR'S.

34 4" COTG. SEE DETAIL 2/P800.

35 4" S BEL. GR. SEE CIVIL DWGS FOR SITECONTINUATION.

36 CONNECT 3/4" CD TO WALK-IN BOX FAN COILS ANDOFF-SET ALONG WALL IN BOX. SLOPE 1/4" PER FT.PROVIDE SEPARATE CD LINES FOR EACH BOX. ALLPIPING SHALL BE WRAPPED W/ "RAY-CHEM XLTRACE" SELF-REGULATING HEATING CABLE FORFREEZE PROTECTION.

37 3/4" CD DN IN WALL AND OFFSET THRU WALL TOCOND. DRAIN TRAP PER DETAIL 8/P800 (TYP OF 2).SEAL ALL PENETRATIONS THRU WALLS W/ G.E.SILICONE SEALANT. TERMINATE @ FLOOR SINKW/1" AIR GAP.

25 CONNECT 2" IW TO DISHWASHER AND DISCHARGEDN. INTO FLOOR SINK W/ 2" AIR GAP.

26 3/4" CW & HW DN. TO SINK FAUCETS. 2" IW DN.FROM SINK BOWL TO FLOOR SINK.

27 INSTALL GREASE INTERCEPTOR BELOW GRADEAWAY FROM FOOTING TO MEET THEREQUIREMENTS OF STRUCTURAL DETAIL 20/S002.PROVIDE RISER W/ COVER EXTENDED FLUSH W/FINISH GRADE. PROVIDE CONCRETE SLAB PERMANUFACTURER'S INSTRUCTIONS.

28 1-1/2" CW DN., 4" S DN. & 2" VR FOR WATERCLOSET.

29 3/4" CW & HW DN., 3" S DN. & 2" VR FOR MOP SINK.

30 3/4" CW & HW DN. TO CAN WASH BOX & 3/4" HWBEL. SLAB OVER TO CAN WASH DRAIN.

31 3/4" HW, 3" S DN. & 2" V OFFSET FOR CAN WASHDRAIN.

32 1/2" CW DN. TO TRAP PRIMER W/ SOV. LOCATE INWALL BEHIND ACCESS DOOR @+12" AFF. ROUTE1/2" CW FROM TP-1 BEL. FLOOR OVER TO RO-1.

20 CONNECT 2" IW TO SELF COOK CENTER &DISCHARGE DN. INTO FLOOR SINK W/ 2" AIR GAP.

21 1/2" CW & HW DN., 2" S DN. & 1-1/2" VR FOR HANDSINK OR LAVATORY.

22 3/4" CW & HW DN. IN WALL FOR SPRAY RINSEFAUCET, WALL MOUNTED HOSE REEL W/RECESSED CONTROL BOX, AND 3/4" CW BRANCHTO DISPOSER. PROVIDE SOVS AND SHOCKARRESTORS FOR CW & HW TO PRE-RINSE & HOSEREEL, AND DISPOSER.

23 3" S DN. & 2" VR FOR FOOD WASTE DISPOSER.PROVIDE 3" WCO.

24 3/4" HW DN. IN WALL. CONNECT TO WALL MOUNTWATER FILTER W/ SOV & UNION. LOCATE WF-3ABV. COUNTER IN ACCESSIBLE LOCATION. ROUTEFILTERED HW TO BOOSTER HEATER INLET W/ SOV& UNION. PROVIDE BRANCH PIPING CONNECTIONFROM HEATER TO DISHWASHER W/ IN-LINE WATERHAMMER ARRESTOR, SOV & WATER PRV. PROVIDE3/4" P&T RELIEF VALVE AT HEATER & DISCHARGETO FLOOR SINK.

13 POC (N) 2" GAS TO (E) 2" GAS IN ATTIC.

14 3/4" CW, 3/4" GAS UP & 1" DRAIN DN. THRU ROOFFOR MAKE-UP AIR UNIT. SEE P500.

15 3/4" CW DN. IN WALL. CONNECT TO WALL MOUNTWATER FILTER W/ SOV & UNION. ROUTE FILTEREDWATER TO ICE MACHINE. LOCATE WF-1 NEXT TOEQUIPMENT IN ACCESSIBLE LOCATION.

16 CONNECT BIN DRAIN IW & RESERVOIR DRAIN IWFULL SIZE & DISCHARGE EACH IW SEPARATELYDN. INTO FLOOR SINK W/ AIR GAP.

17 1-1/4" GAS DN. IN WALL TO DOUBLE CONVECTIONOVEN AND CONNECT W/ (2) SEPARATE 1" GASLINES PER DETAIL 4/P800.

18 1" GAS DN. IN WALL & CONNECT TO SELF COOKCENTER PER DETAIL 4/P800.

19 3/4" CW DN. IN WALL. CONNECT TO WALL MOUNTWATER FILTER W/ SOV & UNION. ROUTE FILTEREDWATER TO SELF COOK UNIT. LOCATE WF-2ADJACENT TO EQUIP. IN AN ACCESSIBLELOCATION.

1 POC (N) 2-1/2" CW TO (E) 2-1/2" CW BEL. GR.

2 NOT USED.

3 POC (N) 1" CW TO (E) 1" CW ABV. CLG.

4 POC (N) 1-1/2" CW, 1" HW & 3/4" HWR TO (E) CW, HW& HWR PIPING ABV. CLG.

5 CW SOV IN BOX. SEE DETAIL 1/P800.

6 2" CW UP IN WALL FROM BEL. GR. AND OFFSETABV. CLG.

7 INSTALL 4" COTG AT END OF (E) 4" SEWER. SEEDETAIL 2/P800.

8 WATER HEATER. SEE DETAIL 5/P800.

9 3/4" HWR DN. W/ CIRCULATING PUMP AT WATERHEATER. SEE DETAIL 5/P800.

10 1-1/4" GAS DN. TO WATER HEATER. SEE DETAIL5/P800.

11 3/4" GAS UP THRU ROOF TO HC UNIT. SEE P500FOR CONT.

12 3/4" CD DN. FROM HC UNIT & OFFSET ABV. CLGOVER TO FLOOR SINK.

10

2/0

4/1

9C

OU

NT

Y H

EA

LT

HD

EP

AR

TM

EN

T C

OM

ME

NT

S1

1

1

WH

(E) DISTRIBUTION PANEL 'M'

(E) TRANSFORMER 'MSM' 225kVA

(E) MAIN SWITCHBOARD 'MS'

(E) PANEL 'K'

HD

SD

SD

SD

F

HD

A

HD

HD

AM

HD

A

SD

HD

A

HDHD

A

AV

15

V

30AV

30V

15

V 15

TOILET

OFFICE

FREEZER

FREEZERREFRIG.

KITCHEN

SERVING

5

5

55

8

8

8

8

8

8

8

8

8

5

8

9

9

9

9

9

933

3

11

12

14

JANITOR

9

PC

A1-2,4

16 16 16

16

17

17 17

17

17

17

1819

TETER

FRESNO

LLP ,

HEADQUARTERS

VISALIA

BAKERSFIELD

MODESTO

SAN LUIS OBISPO

DWG. DATE:

JOB NUMBER:

ADDENDUM DRAWING

AD-E01

17-10668KITCHEN EXPANSION

02/22/19FORT WASHINGTON E.S.CLOVIS U.S.D.

FRESNO, CA

NOTES

17

REMOVE EXISTING PORTION OF LIGHTING BRANCH CIRCUIT.

EXISTING LIGHTING BRANCH CIRCUIT SHALL REMAIN.

EXISTING PHOTOCELL SHALL REMAIN.

EXISTING LIGHTING BRANCH CIRCUIT HOME RUN SHALL REMAIN.

18

19

16

NORTH

SCALE: 1/8" = 1'-0"

REVISED ELECTRICAL SELECTIVE DEMOLITION PLAN - EXISTING EXTERIOR SOFFIT LIGHTING WIRINGREFER TO E200

2 2

2

SERVING

101

2

S

K-9,25

27

25 25

9

14

15

A-1313

13

TETER

FRESNO

LLP ,

HEADQUARTERS

VISALIA

BAKERSFIELD

MODESTO

SAN LUIS OBISPO

DWG. DATE:

JOB NUMBER:

ADDENDUM DRAWING

AD-E02



FRESNO, CA

REVISED POWER & SIGNAL PLAN - NEW RECEPTACLES AND DATA OUTLETS

REFER TO E202

NORTH

SCALE: 1/8" = 1'-0"

WH

C1

C1 C1

C1

C1C

4 W.H.

109

SERVING

101

JAN.

105

FREEZ.

107REF.

108

TOILET

104

OFFICE / DRY STORAGE

103

HALL

106

WARMING KITCHEN

102

(E) DISTRIBUTION PANEL 'M'

(E) TRANSFORMER 'MSM'

(E) MAIN SWITCHBOARD 'MS'

A2E

A2E

A2

A2

A2E

A2

A2

A2

A2

A2E

A2

A2

A2

A2

A2

A2 A2E

B1

A2 A2

B1

B1

M

M

M

M

(N) PANEL 'K'

P

P

M

P

P

A-7

A-11

2

Z1

Z1

34

X1

PC

A1-2,4

5

TETER

FRESNO

LLP ,

HEADQUARTERS

VISALIA

BAKERSFIELD

MODESTO

SAN LUIS OBISPO

DWG. DATE:

JOB NUMBER:

ADDENDUM DRAWING

AD-E03



FRESNO, CA

NORTH

SCALE: 1/8" = 1'-0"

REVISED LIGHTING PLAN - EXISTING EXTERIOR SOFFIT LIGHTING WIRINGREFER TO E300

NOTES

PROVIDE AND INSTALL NEW PORTION OF LIGHTING BRANCH CIRCUIT IN 3/4" EMT CONDUIT CONSISTING OF THE FOLLOWING BRANCH CIRCUIT CONDUCTORS:1. HOT - 2#12 CU THHN (BROWN, ORANGE OR YELLOW)2. NEUTRAL - 1#12 CU THHN (WHITE WITH COLORED STRIPE)3. EQUIPMENT GROUNDING - 1#12 CU THHN (GREEN)

5

(E) 2X12

(E) 2X4 WOOD FRAMING @16" O.C.

5/8" GYP BOARD FINISH

#8X2" WOOD SCREW. TWOPER FIXTURE (ONE AT EACH

END)

ASYMMETRIC COVE LIGHTFIXTURE

0' -

3 1

/4"

EXISTING COVE SHALL BE BUILT UP TO SUPPORT NEW LIGHT FIXTURE AT

THE INDICATED DIMENSION

TETER

FRESNO

LLP ,

HEADQUARTERS

VISALIA

BAKERSFIELD

MODESTO

SAN LUIS OBISPO

DWG. DATE:

JOB NUMBER:

ADDENDUM DRAWING

AD-E04



FRESNO, CA

N.T.S.COVE LIGHT MOUNTING 6