BUILDING PERMIT APPLICATION - City of Redding

DESCRIPTION OF WORK:_________________________________________________________________________________ ______________________________________________________________________________________________________________________________________________________________________________________________________

VALUE (INCLUDE ALL LABOR AND MATERIALS) $____________________ CONSTRUCTION TYPE:_______ OCCUPANCY:_______

TEMP POWER POLE? □ YES □NO WATER METER? □ SIZE _____ STORMWATER 1 □ 2 □ BY MY SIGNATURE BELOW, I CERTIFY TO EACH OF THE FOLLOWING STATEMENTS: I am the property owner, contractor, or authorized agent to act on the property owner’s or contractor’s behalf. I have read this application and the information I have provided is correct. I agree to comply with all applicable City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless the City of Redding, its officers, agents, and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, or street. I authorize representatives of the City of Redding to enter the above mentioned property for inspection purposes.

This permit expires if the building or work authorized herein is not commenced within 180 days or abandoned. After expiration, this permit must be renewed before the work may be commenced again. I authorize City representatives to enter the premises during normal business hours as may be necessary to perform the duties imposed by the California Building Standards Code. I agree to comply with all City of Redding ordinances, State, and Federal laws relating to building construction.

Print Name:__________________________________________________ □ OWNER □ CONTRACTOR □ AUTHORIZED AGENT □ APPLICANT *Authorized Agent’s signature requires separate authorization form.

Contractor, Property Owner, Or Authorized Agent’s Signature: _________________________________Date:_______________

BUILDING PERMIT APPLICATION

DATE: ______________________

PERMIT NUMBER: _________________ PLAN CHECK NO: ____________________

PROJECT ADDRESS: ____________________________________ ASSESSOR’S PARCEL NO: __________________________

CONTACT NAME: _____________________________ CONTACT PHONE: _________________________________________

EMAIL : ________________________________ INSPECTION RESULT CONTACT EMAIL:________________________________

PHONE: ____________________________________________________

EMAIL: _____________________________________________________

INSPECTION RESULT CONTACT EMAIL: _______________________________

STATE LICENSE NO: ___________________ LICENSE CLASS: ____________

CITY BUSINESS LICENSE: ________________________________________

CONTRACTOR NAME: _____________________________________________

COMPANY NAME: _____________________________________

ADDRESS: __________________________________________

CITY, STATE, ZIP: _____________________________________

□ ADDITION □ COMMERCIAL COACH □ DEMOLITION □ HOLIDAY SALES LOT □ HVAC CHANGEOUT □ INTERAGENCY □ MISC. STRUCTURES □ MULTI FAMILY (>THAN 4 UNITS) □ NEW BUILDING □ PHOTOVOLTAIC

□ PLAN CHANGE □ REMODEL/REPAIR □ REMODEL/REPAIR (EXPRESS) □ REROOF □ SERVICE CHANGE □ SHELL □ SITE □ SWIMMING POOL □ TENANT IMPROVEMENT □ WATER HEATER

□ ACCESSORY BUILDING □ ADDITION □ DEMOLITION □ HVAC CHANGEOUT □ MANUFACTURED HOME □ MASTER PLAN - CLONE □ MISC. STRUCTURES □ MULTI FAMILY (3 & 4 UNITS) □ PHOTOVOLTAIC □ PHOTOVOLTAIC RE-INSTALL

□ PLAN CHANGE □ REMODEL/REPAIR □ REMODEL/REPAIR (EXPRESS) □ REROOF □ REROOF (SELF CERTIFICATION) □ SERVICE CHANGE □ SINGLE FAMILY (ENGINEERED) □ SINGLE FAMILY □ SWIMMING POOL □ WATER HEATER

RESIDENTIAL COMMERCIAL

PROPERTY OWNER TENANT

NAME: _____________________________________________

MAILING ADDRESS: ____________________________________

CITY, STATE, ZIP: _____________________________________

PHONE: ____________________________________________

EMAIL: _____________________________________________

DESIGNER ARCHITECT ENGINEER NAME: ____________________________________________________

ADDRESS: _________________________________________________

CITY, STATE, ZIP: ____________________________________________

PHONE: __________________________________________________

EMAIL: ____________________________________________________

777 Cypress Ave. Redding CA 96001

(530) 225-4013 – Fax (530) 225-4360

n:\building\master forms\building permit application.doc

Identify the Construction Lending Agency I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (3097 Civil Code). Lender’s Name: __________________________________________________________________________________________________________ Mailing Address: ______________________________________ City/State/Zip: ______________________________________________________

□Owner/Builder Declaration I hereby affirm under penalty of perjury that I am exempt from the Contractors State License Law for the following reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Sec.7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors State License Law [Chapter 9 {commencing with Section 7000} of Division 3 of the Business and Professions Code] or that he or she is exempt from licensure and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]).

□I, as owner of the property, or my employees with wages as their sole compensation, will do ALL or PORTIONS of the work, and the structure is not intended or offered for sale. (Section 7044, Business and Professions Code: The Contractors State License Law does not apply to an owner of the property, who through employees’ or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner-Builder will have the burden of proving that it was not built or improved for the purpose of sale.)

□I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Section 7044, Business and Professions Code: The Contractors State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a licensed Contractor pursuant to the Contractors State License Law).

□ I am exempt from licensure under the Contractors State License Law for the following reason: ______________ ______________________________________________________________________________________________

By my signature below, I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Web site: http://www.legalinfo.ca.gov/calaw.html

Property Owner or Authorized Agent’s Signature: ___________________________________Date:________________________ *Owner/Builders must complete the Owner/Builder form.

□California Licensed Contractors Declaration I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. CA Contractors License Number: ______________________ Class: __________ Expiration Date:__________________

Contractor Signature: ___________________________________________ Date: ______________________

□ Workers’ Compensation Declaration WARNING: Failure to secure workers’ compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000). In addition to the cost of compensation, damages as provided for in Section 3706 for the Labor Code, interest, and attorney’s fees, I hereby affirm under penalty of perjury one of the following declarations:

□I have and will maintain a certificate of consent to self-insure for workers’ compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy No: __________________

□I have and will maintain workers’ compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker’s compensation insurance carrier and policy number are: Carrier: ________________________________________________________________ Policy No: ___________________

□I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers’ compensation laws of California, and agree that, if I should become subject to the workers’ compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions.

Contractor, Property Owner, or Authorized Agent’s Signature: ________________________________ Date: _____________

http://www.legalinfo.ca.gov/calaw.html

COMPLIANCE FORMS, WORKSHEETS AND REFERENCE MATERIAl

Construction Waste Management (CWM) Plan Note: 'This sample form may be used to assist in documenting compliance with the waste management plan.

Project Name: -----------------------Job#: ________________________ _

Project Manager: _____________________ _

Waste Hauling Company:------------------

Contact Nan1e: -----------------------

All Subcontractors shall comply with the project's Construction Waste Management Plan. All Subcontractor foremen shall sign the CWM Plan Acknowledgment Sheet.

Subcontractors who fail to comply with the Waste Management Plan will be subject to backcharges or withholding of payment, as deemed appropriate. For instance, Subcontractors who contaminate debris boxes that have been designated for a single material type will be subject to backcharge or withheld payment, as deemed appropriate.

1. The project's overall rate of waste diversion will be __ %.

2. This project shall generate the least amount of waste possible by planning and ordering carefully, following all proper storage and handling procedures to reduce broken and damaged materials and reusing materials whenever possible. The majority of the waste that is generated on this jobsite will be diverted from the landfill and recycled for other use.

3. Spreadsheet 1, enclosed, identifies the waste materials that will be generated on this project, the diversion strategy for each waste type and the anticipated diversion rate.

4. Waste prevention and recycling activities will be discussed at the beginning of weekly subcontractor meetings. As each new subcontractor comes on-site, the WMP Coordinator will present him/her with a copy of the CWM Plan and provide a tour of the jobsite to identify materials to be salvaged and the procedures for handling jobsite debris. All Subcontractor foremen will acknowledge in writing that they have read and will abide by the CWM Plan. Subcontractor Acknowledgment Sheet enclosed. The CWM Plan will be posted at the jobsite trailer.

5. Salvage: Excess materials that cannot be used in the project, nor returned to the vendor, will be offered to site workers, the owner, or donated to charity if feasible.

6. [HAULING COMPANY] will provide a commingled drop box at the jobsite for most of the construction waste. These commingled drop boxes will be taken to [Sorting Facility Name and Location]. The average diversion rate for commingled waste will be __ %. As site conditions permit, additional drop boxes will be used for particular phases of construction (e.g., concrete and wood waste) to ensure the highest waste diversion rate possible.

7. In the event that the waste diversion rate achievable via the strategy described in (6) above, is projected to be lower than what is required, then a strategy of source-separated waste diversion and/or waste stream reduction will be implemented. Source separated waste refers to jobsite waste that is not commingled but is instead allocated to a debris box designated for a single material type, such as clean wood or metal.

Notes: 1. Waste stream reduction refers to efforts taken by the builder to reduce the amount of waste generated by the project to below

four ( 4) pounds per square foot of building area. 2. When using waste stream reduction measures, the gross weight of the product is subtracted from a base weight of four ( 4)

pounds per square foot of building area. This reduction is considered additional diversion and can be used in the waste reduction percentage calculations.

8. [HAULING COMP ANY] will track and calculate the quantity (in tons) of all waste leaving the project and calculate the waste diversion rate for the project. [HAULING COMP ANY] will provide Project Manager with an updated monthly report on gross weight hauled and the waste diversion rate being achieved on the project. [HAULING COMPANY' s] monthly report will track separately the gross weights and diversion rates for commingled debris and for each source-separated waste stream leaving the project. In the event that [HAULING COMPANY] does not service any or all of the debris boxes on the project, the [HAULING COMPANY] will work with the responsible parties to track the material type and weight (in tons) in such debris boxes in order to determine waste diversion rates for these materials.

9. In the event that Subcontractors furnish their own debris boxes as part of their scope of work, such Subcontractors shall not be excluded from complying with the CWM Plan and will provide [HAULING COMPANY] weight and waste diversion data for their debris boxes.

10. In the event that site use constraints (such as limited space) restrict the number of debris boxes that can be used for collection of designated waste the project Superintendent will, as deemed appropriate, allocate specific areas onsite where individual material types are to be consolidated. These collection points are not to be contanlinated with non-designated waste types.

11. Debris from jobsite office and meeting rooms will be collected by [DISPOSAL SERVICE COMP ANY]. [DISPOSAL SERVICE COMPANY] will, at a minimum, recycle office paper, plastic, metal and cardboard.

20i6 CAll/FORN~A GREEN BUllmNG STANDARDS CODE 59

COMPLIANCE FORMS, WORKSHEETS AND REFERENCE MATERIAL

Construction Waste Management (CWM) Worksheet Note: This sample form may be used to assist in documenting compliance with the waste management plan.

Project Name:

Job Number: /

Project Manager:

Waste Hauling Company:

Construction Waste Management (CWM) Plan

.· DIVERSION.METHOD: PROJECTED

WASTE MATERIAi., TYPE. COMMINGLED AND SORTED OFF SITE SOURCE SEPARATED ON SITE DIVERSION RATE

Asphalt

Concrete

Shotcrete

Metals

Wood

Rigid insulation

Fiberglass insulation

Acoustic ceiling tile

Gypsum drywall .I

Carpet/carpet pad

Plastic pipe

Plastic buckets

Plastic

Hardiplank siding and boards

Glass

Cardboard

Pallets

Job office trash, paper, glass & plastic bottles, cans, plastic

Alkaline and rechargeable batteries, \ toner cartridges, and electronic

devices

Other:

Other:

Other:

Other:

· .. ,

2016 CAUFORN!A GREEN BUILDING STANDARDS CODE 61

COMPLIANCE FORMS, WORKSHEETS AND REFIEIAENCE MATERIAL

Construction Waste Management (CWM) Acknowledgment Note: This sample form may be used to assist in documenting compliance with the waste management plan.

lP'roject Manager: ___________________ _

Waste Hauling Company: -----------------

CWM lP'lan Acknowledgment

The Foreman for each new Subcontractor that comes on site is to receive a copy of the Construction Waste Management lP'lan and complete this Acknowledgment Form.

I have read the Waste Management Plan for the project; I understand the goals of this plan and agree to follow the procedures described in this plan.

2016 CAUFOIANIA GIRIEEN BUILDING STANDARDS CODE JANUARY 1, 2011 ERRATA 63 BUFF

FINAL APPROVAL

CHECKLIST

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(530) 225-4013 – Fax (530) 225-4360

G Certificate of Occupancy - All of the departments checked below must first give their approval as well as final Building Dept. approval for a Certificate of Occupancy. A C of O is required prior to occupying any building. This includes stocking the building or training personnel.

G Certificate of Compliance - All of the departments checked below must first give their approval as well as final Building Dept. approval for a C of C for any shell building. C of O required prior to occupancy.

G Final Approval- All of the departments checked below must first give their approval as well as final Building Dept. approval prior to finalizing this permit. No C of O required.

JOB ADDRESS Plan Check Number

IT IS THE RESPONSIBILITY OF THE PERMIT APPLICANT TO CALL THE MARKED DEPARTMENTS FOR A FINAL INSPECTION. It is important to schedule a final inspection as early as possible to allow time to make any necessary corrections for occupancy.

√ CONTACTS FOR FINAL APPROVAL APPROVAL

Initials Date R.F.D. Inspection and/or Sprinklers – Craig Wittner (530) 225-4575 R.F.D. Fire Alarms – Craig Wittner (530) 225-4575 Engineering Division - Kyle Jones (530) 225-4181 Planning Division – Christian Martinusen (530) 225-4361 Landscape – Christian Martinusen (530) 225-4361 Solid Waste, Trash Enclosure – Sam Petty (530) 224-6208 Water-Backflow/RPP Device – Kely Miller (530) 224-6033 Industrial Waste - Tracy Wyhlidko (530) 224-6068 Shasta County Health Department (530) 225-5787 Elevators - State of California (916) 263-2830 Landscape Cert. of Compliance–Christian Martinusen (530) 225-4361

Final Energy Certification Forms Find acceptance test technician: calctp.org

√ Any of the documents checked below must be given to the inspector prior to the issuance of the Certificate of Occupancy:

Received

Final Report from Special Inspection Agency Report from third-party testing agency (P.I.P.E.) For medical gas piping When all departments have initialed approval, return this FINAL APPROVAL CHECKLIST and the signed-off Inspection Log to the Permit Center, 777 Cypress Avenue, Redding CA 96001

I have read and understand what is required prior to occupying a building.

Signature Date

n:\building\master forms\plan check submittal new commercial.doc Rev: 11/28/17 Page 1 of 4

Design Criteria: $ Seismic Design Category D $ Basic wind speed (110 mph for Risk Category II, 115 mph for Risk Category III and IV) $ Snow load (30 psf, roof snow load nonreducible) $ Maximum rain intensity (3" per hour) $ 2016 editions of the California Building Code (CBC), California Plumbing Code (CPC), California Mechanical Code

(CMC), California Fire Code (CFC), and California Health and Safety Code amendments $ 2016 California Electrical Code (CEC) $ 2016 California Energy Code Energy Efficiency Standards, Climate Zone 11 $ 2016 California Green Building Standards Code $ Geotechnical Investigation report per CBC 1803 (small projects may request an alternate soil design method

per CBC 1.8.7 and Table 1806.2 Class 4 soils) Drawing Criteria: Preferably, drawings shall be limited in size to 24 by 36 inches maximum. Plans must be clear and legible; illegible plans will not be accepted. Preferred scale: 1/4 inch per foot for structural and architectural; 1 inch = 20 feet for site plans.

Architects/engineers must affix their seal and wet sign all appropriate sheets of plans (cover sheet of supporting documents to be stamped and wet-signed). Submittal Plan Documentation: Completed and processed Fee Estimate. Two complete sets of legible building plans to include:

Two copies of Geotechnical Report Two sets of water efficient landscape documentation Two sets of structural calculations, stamped and signed by licensed California architect or engineer Two sets of truss calculations, stamped and signed by licensed California architect or engineer Two sets of energy calculations, signed by designer and/or owner Two copies of Construction Waste Management Plan One Assessor’s plan (floor plan and site plan) One Shasta County Environmental Health Division approval plan where food is served or sold. One set of electrical plans (for Electric Department) Forms:

Permit Application Owner Builder Form

Electrical Load Form Hazardous Material Checklist

Hazardous Material Agency Approval (if required) Wastewater Electric utility information

Specific Information on the Above Drawings: Cover Sheet - General Information/Building Analysis: Project name and address as well as project owner’s name, address, and phone number (contact person) Name, title, address, and phone number of architect or engineer of record Assessor’s parcel number Occupancy group(s), type of construction, and fire sprinklers Project design codes (CBC, CPC, CMC, CEC, CFC, California Health and Safety Code, and Title 24 Energy and Disabled

Access Regulations). Total square footage of building Stamp and wet signature of architect or engineer (design professional may be used with prior Building Official approval) Description or scope of work Index of drawings Vicinity map, location, and north arrow Zoning Allowable area calculations Conditioned floor area Impervious acreage Water meter size Service equipment size

Cover sheet Plot/Site plan Architectural & Structural

plans Plumbing plan

Mechanical plan Electrical plan Civil drawings, City of Redding signed/approved

Landscape/irrigation plan Food equipment plan Fire and life safety Assessor’s plan

NOTICE: Development Impact fees can be substantial. Please obtain a free fee estimate early in the process

to avoid late surprises. A fee estimate request form may be downloaded :

www.ci.redding.ca.us/devserv/pdfs/formsonline/fee-estimate.pdf

PLAN CHECK SUBMITTAL

NEW COMMERCIAL 777 Cypress Ave. Redding CA 96001

(530) 225-4013 – Fax (530) 225-4360

http://www.ci.redding.ca.us/devserv/pdfs/formsonline/fee-estimate.pdf


Plot/Site Plan: Lot dimension showing whole parcel and property lines Building footprint (provide dimensions to property lines and adjacent buildings) Identify location within building footprint where work is to be done Parking layout showing

Location of pedestrian path of travel from public sidewalk and public transit facilities to building main entrance Location of disabled access parking stall(s) Disabled access path of travel from parking stall(s) to building main entrance

Identify backflow device Identify uses of adjacent tenant spaces, suites, or buildings Identify building orientation with north arrow Show location of:

Electric meters/service Easements, rights of way, etc. Septic system or building sewer Other structures on property

Gas meters Water meter/backflow devices Trash enclosure Access roadways Mandatory requirement of Planning Division and/or use permit

Architectural and Structural Plans: Foundation plan if applicable Floor plan (show each floor drawn to scale and fully dimensioned):

Show size of all openings/swings of doors Show exiting systems to a public way Show location of all mezzanines and stairways Show construction information for any tenant walls Show location of all restrooms and provide details & dimensions

depicting compliance with disabled access regulations Show type, size & locations of permanent equipment and fixtures

Identify uses of all rooms Reference to section details Show smoke detector locations Show location of electric panels Identify exit lights/emergency lighting Fire extinguishers Identify rated corridor systems

Floor/wall/ceiling/roof framing plans Seating plan within assembly uses Interior and/or exterior elevations Reflected ceiling plans Details architectural/structural:

Cross sections Bracing and support details Accessibility details Hardware Framing details Flashing Section details Roof drains with sizing calcs Occupancy separation details with

listing reference numbers

Protection of penetrations in rated assemblies with listing numbers Footing details (piers, grade beams, etc.) Rated corridors, shafts, and rated floor ceiling/roof ceiling assemblies

with listing numbers from approved laboratory or current C.B.C. Handrails and guardrails along with support details Structural material specifications Door/window schedules (list size and type) Energy compliance documents Structural connections (hold downs, welding, columns, etc.) Seismic anchorage of components, equip., cabinets, heavy furniture,

etc. Plumbing Plan: Commercial plumbing plans shall be stamped and signed by a California licensed architect/engineer; or in the case of

design-build, a California licensed contractor may sign the plans.

Floor plan Water meter size based on DFU’s Single-line and/or isometric drawings showing location, materials, size, fixture units, and lengths of:

Drains/clean outs Water heater/boiler Overflow plan

Vents Sewers Back-flow preventer

Waterlines Fixtures Supports

Water sizing calculations Condensate lines Medical gas/air/vac

Gas lines: Provide single-line and isometric drawings showing Location of all equipment Size and length of piping Gas meter location

Type of materials BTU/hour demands (use 1,000 BTU/CFH) Gas line sizing calcs Other:

Mechanical Plan: Commercial mechanical plans shall be stamped and signed by a California licensed architect/engineer; or in the case of design-build, a California licensed contractor may sign the plans.

Floor plans (show new and existing work):

Size and location of all duct work, plenums, registers, fire/smoke dampers, smoke detectors, fresh-air intakes, and air flows in CFM. Include support criteria


Size and location of all combustion air openings(when gas equipment is used) Size, type, and termination of any gas vents Details of any rated shafts Equipment (show size, weight, attachment details, location and access, and make and model number) (BC21)

suspended from roof/floor or wall hung over 200 lbs or roof/floor mounted over 400 lbs Indicate which rooms are to be conditioned Provide minimum required ventilation per current CMC Walk-in cooler boxes. (Note: Provide spec sheets for manufactured and/or details of any site builts) Title 24 mandatory measures and mechanical equipment schedules

Type I/II Hoods (provide the following): Construction details of rated shafts with listing numbers CFM calculations Location, type, and size of hood, ducts, and equipment CFM of exhaust and makeup air

Type of fire-suppression equipment Location of exhaust termination Equipment approvals and listings Other:

Electrical Plan: Commercial electrical plans shall be stamped and signed by a California licensed architect/engineer; or in the case of design-build, a California licensed contractor may sign the plans.

Exit lights/emergency lighting Medical buildings, industrial buildings, and services over 800 amps will require engineered electrical plans Single-line diagram (power):

Service entrance (conduit and wire size) AIC rating (new buildings) and service upgrade Feeder, conduit, pipe, and wire sizes to panels,

transformers, and fixed equipment

Main disconnect size Grounding electrode and grounding electrode

conductor size Number of service meters

Load Calculations: Complete CaEC load calculation (CaEC based on square-foot area, including 125 percent for continuous load

and largest motor) Complete panel schedules, actual loads (totaled), with fixture and equipment schedules (new and existing loads)

Panel schedules: Bus size Voltage, phase, amperage

Breaker sizes, circuit description, and connected KW

Floor plan showing electrical item locations: Lighting fixtures and schedule Fixed and portable equipment HVAC equipment New and existing and to be removed Receptacles and light switches

Shop and process equipment Panel locations Title 24 mandatory measures for lighting Exterior lighting plan and fixture details per Redding Municipal

Code (RMC) 18.40.090 Site plan showing:

Utility transformer location Service entrance conduit route

Parking lot lighting at 1FC/SF, including pole mounting, fixture type, and wattage

Emergency features: Fire pump Emergency generator system

Civil Drawings (new buildings only): Streets (streetlights, plan, profile, etc. Drainage system (and water sheds) Erosion-control plan Underground fire main size and location Direction arrows showing drainage from and on property

Grading plan with new and existing elevations Fire hydrant main size and location Water meter size and location Storm drain, sanitary sewer, and waterline size and

location

Landscape Drawings: Plan delineating all landscape areas, features, and requirements Water Efficient Landscape Documentation

Irrigation plan and equipment legend Landscape installation specifications Planting plan and plant schedule

Food Equipment Plan and Food Facility Related Requirements: Make, manufacturer, and model number of all food

equipment (must be NSF or equivalent Water heater information: type, size, recovery rate, etc.

Storage areas for food, employee garments, and cleaning supplies

Interior room finishes Approved Shasta County Health Department Plans


Fire and Life Safety (Fire Prevention): Sprinkler plans with calculations Fire alarm plans Spray booths High-piled storage plans to include:

Show new and existing work to sprinkler system Medical gas plans Site access for fire apparatus, including turning radius

Draft curtains Heat/smoke vents Exiting, signs, lights, etc.

Flammable & hazardous materials

Fire hydrant placement Hose lines

Existing fire sprinkler design Fire extinguishers Emergency lighting

Separate Plans and Permits: Storage racks with storage level over 6' high, including seismic anchorage. Provide calculations and details for rack

members and connections if over 8' high. Fire alarm/smoke detection systems Flammable liquid storage areas, compressed gases Spray booths Automatic fire sprinkler/extinguishing systems Retaining walls Assessor’s Plan: Floor plan depicting scaled dimensions Site/plot plan Notes: Multiple information can be combined on plans for simple buildings if clarity is maintained. This is not a complete list of all required submittals, and additional information may be required to facilitate plan review. Other City departments and/or public agencies may have to review approved plans before permits can be issued. Environmental Health/Air Quality Divisions:

Approval is required for: Food Facilities Septic systems Hotels/motels

Water wells Commercial pools, spas, and related recreational buildings Hazardous materials/gases

DEPARTMENTS AND AGENCIES TO CONTACT IF QUESTIONS ARISE ON SPECIFIC REQUIREMENTS:

Department Phone No. Responsibility Building Division 225-4014 Plan review, building permits, and inspections

City Clerk 225-4056 Business license Cross Connection Control 224-6031 Commercial water supply

Customer Service 339-7200 Utility services Electric Department 339-7330 AIC ratings/ transformer location, size, and service conductors

Fire Prevention 225-4575 Plan review and inspection Industrial Waste 224-6068

224-6049 Commercial and industrial wastewater

Planning Division 225-4020 Use permits, signs, and zoning Engineering Division 225-4305

Grading/drainage permits, erosion control, and utility/street improvements

Shasta County: Office of Education 225-0225 School fees Environmental Health Division 225-5787 Septic systems, water wells, pools, and food service plan review Air Quality Management District 225-5674 Hazardous materials and gases

Website: www.ci.redding.ca.us/devserv/permits/formsonline.html

http://www.ci.redding.ca.us/

n:\building\master forms\special inspection form.doc Rev. 09/20/19 Page 1 of 24

PREFACE

Special inspection can be best defined as a quality control measure intended to ensure that certain critical structural or fire and life safety design features incorporated into a building or structure are constructed properly. This requires inspection by persons with specialized skills to verify that the material and workmanship comply with the approved plans and specifications. Some aspects of the construction may require periodic inspection, while some aspects of the construction require continuous inspection. Chapter 17 of the 2019 California Building Code provides for special inspection of these critical elements and phases.

SPECIAL INSPECTION BULLETIN

This project requires special inspection(s) in accordance with California Building Code Section 1701. The owner, or the registered design professional in responsible charge acting as the owner’s agent, is responsible to employ one or more qualified special inspectors or approved agencies to perform special inspections during construction. Attached to this bulletin is a Statement of Special Inspection and Special Inspection and Testing Schedules A through H. These forms shall be completed for each project requiring special inspection. These forms must be reviewed and approved by the Building Inspection Division before a building permit can be issued for this project. For commercial projects and engineered residential projects, the Statement of Special Inspections shall be signed by the registered design professional in responsible charge. A special inspector shall be a qualified person employed or retained by an approved agency and approved by the Building Inspection Division as having the competence necessary to inspect a particular type of construction requiring special inspection

PRE-CONSTRUCTION CONFERENCE

The Building Inspection Division may require a preconstruction conference before a permit is issued. The purpose of this conference is to clarify code requirements, procedures and policies. The conference participants shall include representatives of the registered design professional in responsible charge, the contractor, the special inspector and the Building Inspection Division.

❒ Pre-construction Conference Waived.

❒ Pre-construction Conference Required. Please contact _______________________ At (530) 225-4403 at least one working day in advance to schedule a Pre-construction conference.

Project Address:_________________________________ ________________________________________ Plan Check No.:__________________________

SPECIAL INSPECTIONS


(530) 225-4013 – Fax (530) 225-4360


City of Redding Building Inspection Division

Statement of Special Inspection

Project Address __________________________________________________Plan Check #______________________

BEFORE A PERMIT CAN BE ISSUED: The owner, or the registered design professional of record acting as the owner’s agent, shall employ one or more qualified special inspectors or approved agencies and shall complete this agreement and Special Inspection and Testing Schedules A through H as may be applicable. A preconstruction conference with the parties involved shall be required to review the special inspection requirements and procedures, unless waived by the building official.

APPROVAL OF SPECIAL INSPECTORS: Each special inspector, approved agency and special inspection laboratory shall be approved by the Building Inspection Division (BID) prior to performing any duties. Special inspectors shall display approved identification, as stipulated by the BID, when performing the function of a special inspector.

Special inspection and testing shall meet the minimum requirements of Chapter 17 of the 2019 California Building Code (CBC). The following conditions are also applicable:

A. Duties and Responsibilities of the Special Inspector and/or Approved Agency

1. List of qualified inspectors. Submit a list of qualified inspectors and the portions of the work each individual will be inspecting. Obtain prior written approval from the BID when the inspections will be performed by inspectors other than those listed on original approval.

2. Observe work. The special inspector shall observe, sample, and test the work for conformance with the BID

approved (stamped) design drawings and specifications and applicable workmanship provisions of the CBC. Architect/engineer-reviewed shop drawings may be used only as an aid to inspection.

3. Report nonconforming items. The special inspector shall bring nonconforming items to the immediate

attention of the contractor and note all such items in the daily report. If any item is not resolved in a timely manner or is about to be incorporated in the work, the special inspector shall immediately provide written notification to the BID, registered design professional in responsible charge and post a discrepancy note on the job site.

4. Furnish daily reports. Each special inspector shall complete and sign both the special inspection record and

the daily report form for each day’s inspections to remain at the job site with the contractor for review by the building inspector.

5. Furnish periodic reports. The special inspector or approved agency may be required to furnish periodic reports

of tests and inspections directly to the BID, registered design professional in responsible charge and others as designated. These reports must include the following:

a. Summary of daily inspections and tests made with applicable locations. b. Listing of all nonconforming items. c. Report on how nonconforming items were resolved or unresolved as applicable. d. Itemized changes authorized by the registered design professional in responsible charge and BID if

not included in nonconformance items.

6. Furnish final report. The special inspector or special inspection agency shall submit a final signed report to the BID. This report must state that all items requiring special inspection and testing were fulfilled and reported and, to the best of his/her knowledge, in conformance with the approved design drawings, specification, approved change orders, and the applicable workmanship provisions of the CBC. Items not in conformance, unresolved items, or any discrepancies in inspection coverage (i.e., missed inspections, periodic inspections when continuous was required, etc.) shall be specifically itemized in this report.

B. Contractor Responsibilities

1. Notify the special inspector. The contractor is responsible for notifying the special inspector or approved agency regarding individual inspections for items listed on the attached schedule and as noted on the BID approved plan. Adequate notice shall be provided so that the special inspector has time to become familiar with the project.



Statement of Special Inspection


2. Provide access to approved plans. The contractor is responsible for providing the special inspector access to approved plans at the job site.

3. Retain special inspection records. The contractor is also responsible for retaining at the job site all special

inspection records submitted by the special inspector and providing these records for review by the building inspector upon request.

C. Building Inspection Division Responsibilities

1. Approve special inspection. The BID shall approve all special inspectors and special inspection requirements.

2. Monitor special inspection. Work requiring special inspection and the performance of special inspectors shall be monitored by the building inspector. His/her approval must be obtained prior to placement of concrete or other similar activities in addition to that of the special inspector.

3. Issue Certificate of Occupancy. The Building Inspection Division will not issue a Certificate of Occupancy

until all special inspection reports and the final report have been submitted and accepted.

D. Schedule of Special Inspections and Testing (To be Completed by Registered Design Professional) Please check mark below if the item is ATTACHED or NOT APPLICABLE: Attached Not Applicable Schedule Subject

A Seismic Resistance B Steel C Concrete D1 Masonry – Level B D2 Masonry – Level C E Timber F Anchors G Soils H Miscellaneous

E. Project Specific List of qualified special inspectors. List qualified special inspectors and the portions of the work each individual will be inspecting. Obtain prior written approval from the BID when the inspections will be performed by special inspectors other than those listed below.

Inspectors Name Agency Name Inspection Type

1._____________________ _______________________ ________________________

2._____________________ _______________________ ________________________

3._____________________ _______________________ ________________________

4._____________________ _______________________ ________________________

5._____________________ _______________________ ________________________


City of Redding

Building Inspection Division Statement of Special Inspection


ACKNOWLEDGMENTS

I have read and agree to comply with the terms and conditions of this agreement.

Owner (Print) Signature Date

Contractor (Print) Signature Date

Special Inspector/Approved Agency (Print) Signature Date

Soils-Special Inspector/Approved Agency (Print) Signature Date

Seismic-Special Inspector/Approved Agency (Print) Signature Date

Registered Design Professional (Print) Signature Date

Accepted for the Building Inspection Division

Name (Print) Signature Date

C = Continuous P = Periodic O = One-Time Activity ---- = Frequency is Defined in Some Other Manner


City of Redding

Building Inspection Division

Schedule A - Special Inspections for Seismic Resistance (1 of 3)


Required Frequency Verification/Inspection

WIND/SEISMIC FORCE-RESISTING SYSTEMS - CBC 1705.11 & CBC 1705.12 P 1. Inspect the wind/seismic force-resisting systems.

STRUCTURAL STEEL AND WELDING - CBC 1705.12.1

C 1. Special inspection and testing for structural steel and welding in accordance with AISC 341-16 Seismic Provisions.

STRUCTURAL WOOD - CBC 1705.12.2 & 1705.11.1 C 1. Inspect field gluing operations of elements of the seismic force-resisting system.

P 2. Inspect nailing, bolting, anchoring, and other fastening of components within the seismic force-resisting system, including:

• wood shear walls • wood diaphragms • collectors (drag struts) • braces • shear panels • hold-downs

COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION - CBC 1705.12.3 & CBC 11.2 P 1. Inspect welding of elements of the seismic force-resisting system.

P 2. Inspect screw attachments, bolting, anchoring, and other fastening of components within the seismic force-resisting system, including:

• shear walls • diaphragms • collectors (drag struts) • braces • hold-downs

DESIGNATED SEISMIC SYSTEMS - CBC 1705.12.4 (equipment & nonstructural components with IP = 1.5)

O 1. Obtain certification for seismic testing and qualification per ASCE 7-16 §13.2.2 and CBC 1705.13.3

O 2. Verify that the label, anchorage and mounting conforms to the certificate of compliance.







ARCHITECTURAL COMPONENTS - CBC 1705.12.5 P 1. Inspect erection and fastening of exterior cladding weighing more than 5 psf.

P 2. Inspect erection and fastening of interior and exterior veneer weighing more than 5 psf., and/or more than 30 ft above grade or walking surface.

P 3. Inspect erection and fastening of interior and exterior non-bearing walls weighing more than 15 psf.

P 4. Inspect anchorage of access floors.

PLUMBING. MECHANICAL AND ELECTRICAL COMPONENTS - CBC 1705.12.6

P 1. Inspect anchorage of electrical equipment for emergency or stand-by power systems.

P 2. Inspect anchorage of non-emergency electrical equipment.

P 3. Inspect installation and anchorage of piping systems and associated mechanical units carrying flammable, combustible, or highly toxic contents.

P 4. Inspect installation and anchorage of HVAC ductwork that carries hazardous materials.

P 5. Inspect installation and anchorage of vibration isolation systems where required by Section 1705.12.6.5 & 1705.12.8

O 6. Verify that the equipment label and anchorage or mounting conforms to the Certificate of compliance when mechanical and electrical equipment must be seismically qualified per CBC 1705.13.2.

STORAGE RACKS - 1705.12.7 P 1. Inspect anchorage of storage racks 8 feet or greater in height.



City of Redding




MASONRY TESTING FOR SEISMIC RESISTANCE - ACI 530.1 LEVEL C QUALITY ASSURANCE

O Verify certificates of compliance prior to construction.

O Verification of f’m and f’AAC prior to construction.

P Verification of f’m and f’AAC every 5000 square feet during construction (Level C Q.A.).

P Verification of proportions of materials in mortar and grout as delivered to the site (Level C Q.A.).

REINFORCING & PRESTRESSING STEEL - CBC 1706 O Obtain mill certificates for reinforcing steel, verify compliance with approved

construction documents, and verify steel supplied corresponds to certificate.

SEISMICALLY ISOLATED STRUCTURES - CBC 1705.13.4 O Obtain system tests as required by ASCE 7-16 Section 17.8.

Additional Instructions or Other Tests and Inspections:

C = Continuous P = Periodic O = One-Time Activity E = Perform this Task for Each Joint or Member ---- = Frequency is Defined in Some Other Manner


City of Redding


Schedule B - Steel (1 of 5)



STRUCTURAL STEEL - CBC 1705.2.1, AISC 360 CHAPTER N, AISC 341 CHAPTER J, AWS D1.1 & AWS D1.8

1. Material verification of structural steel (type/grade).

E a. Identification markings to conform to ASTM or other material standards specified in the approved construction documents.

E b. Manufacturer’s mill test reports.

2. Inspection Tasks Prior to Welding, AISC 360-16 Table N5.4-1: E a. Welding Procedure Specifications (WPS) available. P b. Manufacturer certifications for welding consumables. P c. Welding personnel identification system.

P d. Fit-up of groove welds (including joint geometry): joint preparation; dimensions (alignment, root opening, root face, bevel); cleanliness (condition of steel surfaces); tacking (tack weld quality and location); backing type and fit (if applicable).

P e. Configuration and finish of access holes.

P f. Fit up of fillet welds: dimensions (alignment, gaps at root); cleanliness (condition of steel surfaces); tacking (tack weld quality and location).

P g. Fit up of CJP groove weld of HSS (T, Y & K) joints without backing (including joint geometry): joint preparation; dimensions (alignment, root opening, root face, bevel); cleanliness (condition of steel surfaces);taking (tack weld fraction and location).

E h. Fit-up Inspection of each weld in the seismic force resisting system

P i. Check welding equipment.

3. Inspection Tasks During Welding, AISC 360-10 Table N5.4-2 P a. Use of qualified welding personnel. P b. Control and handling of welding consumables: packaging; exposure control. P c. No welding over cracked tack welds.

P d. Environmental conditions; wind speed within limits; precipitation and temperature.

P e. WPS followed: settings on welding equipment; travel speed; selected welding materials; shielding gas type/flow rate; preheat applied; interpass temperatures maintained (min/max); proper position (F, V, H, OH).







P f. Welding techniques: interpass and final cleaning; each pass within profile limitations; each pass meets quality requirements.

E g. Placement of steel headed stud anchors.

4. Inspection Tasks After Welding, AISC 360-16 Table N5.4-3 P a. Welds cleaned. E b. Size, length and location of welds.

E c. Welds meet visual acceptance criteria: crack prohibition; weld/base metal fusion; crater cross section; weld profiles; weld size; undercut; porosity.

E d. Arc strikes. E e. K-area: inspect member webs for cracks within 3" of welds near flanges. E f. Backing removed and weld tabs removed (unless noted otherwise on

approved permit documents). E g. Repair activities. E h. Document acceptance or rejection of welded joint or member.

5. Nondestructive Testing (NDT) of Welded Joints, AISC 360-16 N5.5, AISC 341-

16 J6.2 & AWS D1.1

E

a. CJP

1)

Groove Weld NDT in materials 5/16" thick or greater: Ultrasonic Test (UT) all CJP welds in the seismic resisting system per

AISC 341-16 J6.2a, except as noted

E 2) UT representative non-seismic CJP welds per AISC 360-16 N5.5b

E 3) Magnetic Particle Testing of representative seismic beam-to-column CJP welds per AISC 341-16 J6.2a

E c. K-Area NDT for seismic resisting system splices & connections per AISC







b. Access Hole & Beam Cope NDT E 1) Seismic resisting system splices and connections per AISC 341-10

J6.2d, when material thickness exceeds 1.5"

E c. Base metal NDT for Lamellar Tearing and Laminations, seismic resisting system base metal thicker than 1.5" per AISC 341-16 J6.2c.

E d. Reduced Beam Section Repair NDT: Seismic resisting system testing per AISC 341-16 J6.2e.

E e. Weld Tab Removal Site NDT for seismic resisting system per AISC 341- 16 J6.2f.

E f. Welded Joints Subjected to Fatigue NDT per AISC 360-16 N5.5d.

E g. Documentation: NDT report per AISC 360-16 N5.5g.

6. Inspection of Pretensioned High-Strength Bolting, AISC 360-16 N5.6, AISC 341-16 J7 & RCSC. [Applies to pretentioned joints, slip critical joints and all bolted joints in the seismic resisting system, AISC 341-16 D2.2(d).]

6.1 Inspection Tasks Prior to Bolting

- a. Manufacturer’s certifications available for fastener materials.

P b. Fastener marking and labeling, in accordance with ASTM requirements.

P c. Proper fasteners selected for the joint detail (grade, type, size, bolt length).

P d. Proper bolting procedure selected for joint detail.

P e. Connecting elements, including faying surface condition and hole

preparation.

C f. Pre-installation verification testing by installation personnel observed and

documented for fastener assemblies and methods used.

P g. Proper storage of bolts, nuts, washers and other fastener components.

6.2 Inspection Tasks During Bolting

P a. Fastener assemblies placed in all holes and washers, and nuts

positioned as required.

P b. Joint brought to snug tight condition prior to the pretensioning operation.

P c. Fastener component not turned by the wrench prevented from rotating.

d. Fasteners pretensioned in accordance with RCSC Specification,

progressing from most rigid point toward free edges: C 1) Calibrated wrench method or turn-of-nut method without match

marking. P 2) Turn-of-nut method with match marking, direct tension

indicator method or twist-off-type tension control bolt method.







7. Anchor Rods and Other Steel Embedded in Concrete, AISC 360-16 N5.8

E Diameter, grade, type, length, quantity, spacing and extent or depth of embedment verified prior to placing concrete.

8. Fabricated Steel and Erected Steel Frame, AISC 360-16 N5.8

E Inspect members and connections to verify compliance with details on approved construction documents including, but not limited to, braces, stiffeners, member locations, proper application of joint details.

9. Seismic Force Resisting System - other Inspections, AISC 341-16.J8

E a. RBS requirements: contour and finish; dimensional tolerances.

E b. Protected zone: no holes and unapproved attachments made by fabricator or erector.

10. Composite construction - Inspection of Steel Elements Prior to Concrete Placement, AISC 341- 16 J9

E a. Placement and attachment of steel deck P 1) Deck welding inspections shall include verification of welding

consumables, WPS, qualification of welding personnel, observations of work in progress and visual inspection of all completed welds.

P 2) For deck fastners other than welds: verify fasteners meet approved specifications prior to start; make observations of work in progress and visual inspection of completed installation to verify conformance with manufacturer’s instructions and approved plans.

E b. Placement and installation of headed steel anchors AWS D1.1 Chapter 7

STRUCTURAL CONSTRUCTION OTHER THAN STRUCTURAL STEEL - CBC 1705.2.2

1. Cold-formed steel material verification.

a. Cold-formed steel deck Per SDI QS/QC requirements.

P 1) Identification marking to conform to ASTM standards/grades/strengths specified in approved construction

documents.

P 2) Manufacturer’s certified test reports.

b. Cold-formed steel studs, joists and other framing, per AISI-S-100 P 1) Identification markings to conform to ASTM

standards/grades/strengths specified in approved construction documents.







O 2) Manufacturer’s certified test reports.

2. Inspection of Welding & Fasteners

a. Cold formed steel - AWS D1.3

P 1) Floor and roof deck welds

P 2) Other fasteners for floor and roof deck

P 3) Welding of cold-formed steel studs, joists and other framing

b. Reinforcing steel - AWS D1.4 & ACI 318-14 Sect. 26.6.4

P 1) Verification of weldability of reinforcing steel other than ASTM A706

C 2) Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames and boundary elements of special structural

walls of concrete and shear reinforcement

C 3) Shear reinforcement

P 4) Other reinforcing steel

P 5) Welded studs and other steel elements embedded in concrete - AWS D1.4, AWS D1.1 Chapter 7





Schedule C - Concrete



CONCRETE - CBC TABLE 1705.3 & ACI 318-14

P 1. Inspection of reinforcing steel, including prestressing tendons and placement.

--- 2. Inspection of reinforcing steel welding in accordance with CBC Table 1705.3 Item 2 (Note: If this item is required Schedule B must be completed and attached).

C 3. Inspect bolts to be installed in concrete prior to and during placement of concrete where allowable loads have been increased or where strength design is used.

P 4. Verifying use of required design mix.

C 5. At time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests and determine the temperature of the concrete.

C 6. Inspection of concrete and shotcrete placement for proper application techniques.

P 7. Inspection of maintenance of specified curing temperature and techniques. 8. Inspection of prestress concrete.

C a. Application of prestressing forces.

C b. Grouting of bonded prestressing tendons in the seismic force-resisting system.

P 9. Erection of precast concrete members.

P 10. Verification of in-situ concrete strength, prior to stressing of tendons in postensioned concrete and prior to removal of shores and forms from beams and

structural slabs.

P 11. Inspect formwork for shape, location and dimensions of the concrete member being formed.




Schedule D1 - Masonry (Level B) (1 of 2)



LEVEL B MASONRY INSPECTIONS - CBC 1705.4, TMS402-16 & TMS602-16

1. Prior to masonry construction, verify compliance with specifications:

O a. Mortar mix designs

O b. Grout mix designs

O c. Test masonry units or prisms

O d. Verify f’m by Unit Strength Method or Prism Method 2. At the start of masonry construction verify the following to ensure compliance:

P a. Proportions of site-prepared mortar.

P b. Construction of mortar joints.

P c. Location of reinforcement, connectors, and anchorages. 3. Verify during construction:

P a. Size and location of structural elements.

P b. Type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames or other construction.

P c. Specified size, grade, and type of reinforcement.

C d. Welding of reinforcing bars.

P e. Protection of masonry during cold weather (temperature below 40 degrees F) or hot weather (temperature above 90 degrees F).

4. Prior to grouting verify the following to verify compliance.

P a. Grout space is clean.

P b. Placement of reinforcement, connectors, and anchorages.

P c. Proportions of site-prepared grout.

P d. Construction of mortar joints.

C 5. Verify grout placement to ensure compliance with code and construction document

provisions.




Schedule D1 - Masonry (Level B) (2 of 2)



C 6. Test grout: C a. Observe preparation and testing of required grout specimens, mortar specimens,

and/or prisms.

C b. If self-consolidating grout is used, verify slump flow & visual stability index

P 7. Verify compliance with required inspection provisions of the construction documents and the approved submittals.





Schedule D2 - Masonry (Level C) (1 of 2)



LEVEL C MASONRY INSPECTIONS - CBC TABLE 1705.4, TMS402-16& TMS602-16

1. Prior to masonry construction, verify compliance with specifications:

O a. Mortar mix designs

O b. Grout mix designs

O c. Test masonry units or prisms

O d. Verify f’m by Unit Strength Method or Prism Method

2. From the beginning of masonry construction the following shall be verified to ensure compliance:

P a. Proportions of site-prepared mortar and grout.

P b. Placement of masonry units and construction of mortar joints.

C c. Placement of reinforcement, connectors, and anchorages.

C d. Grout space prior to grouting.

C e. Placement of grout.

P f. Size and location of structural elements.

C g. Type, size, and location of anchors, including other details of anchorage of

masonry to structural members, frames and other construction.

P h. Specified size, grade, and type of reinforcement.

C i. Welding of reinforcing bars.

P j. Protection of masonry during cold weather (temperature below 40 degrees F)

or hot weather (temperature above 90 degrees F).

3. Testing during masonry construction

C a. Observe preparation and testing of required grout specimens, mortar specimens, and/or prisms.

P b. Verify proportions of materials in premixed or preblended mortar and grout.

P c. Test prisms or masonry units, mortar & grout for every 5000 sq. ft. of construction.

P d. Verify f’m by Unit Strength Method or Prism Method for every 5000 sq. ft. of construction.





Schedule D2 - Masonry (Level C) (2 of 2)



P 4. Verify compliance with required inspection provisions of the construction documents and the approved submittals.




City of Redding


Schedule E - Timber



TIMBER - CBC 1705.5

P 1. Inspect prefabricated wood structural elements and assemblies in accordance with CBC 1704.2.5

P 2. Inspect high-load diaphragms - CBC 1705.5.1

The special inspector shall inspect the wood structural panel sheathing to ascertain whether it is of the grade and thickness shown on the approved building plans. Additionally, the special inspector must verify the nominal size of framing members at adjoining panel edges, the nail or staple diameter and length, the number of fastener lines and that the spacing between fasteners in each line and at edge margins agrees with the approved building plans.

P 3. Metal plate connected trusses w/overall height of 60 in. or greater, or spanning

60 ft or more: verify installation of temporary & permanent restraint/bracing.




Schedule F - Anchors in Hardened Concrete or Masonry



POST-INSTALLED ANCHORS - CBC TABLE 1705.3 Item 4

INSPECTION OF MECHANICAL ANCHORS IN CONCRETE OR MASONRY: ICC ESR NO._____________

P 1. The special inspector must make periodic inspections before and during anchor installation to verify anchor type, anchor dimensions, concrete type, concrete integrity, hole dimensions, hole cleaning procedures, anchor spacing, edge distances, concrete thickness, anchor embedment and tightening torque.

O 2. Verification of concrete strength by obtaining and testing drilled cores by ASTM C42 methods.

INSPECTION OF ADHESIVE ANCHORS IN CONCRETE OR MASONRY: ICC ESR NO._____________

C 1. Verify hole drilling method; hole location, diameter and depth; hole cleaning; anchorage element type, material, diameter and length; adhesive brand, type and expiration date; concrete type; concrete integrity; continuous inspection of adhesive mixing and installation.

O 2. Verification of concrete strength by obtaining and testing drilled cores by ASTM C42 methods.

--- 3. Proof load testing. (Include testing instructions of the plans.)





Schedule G - Soils



INSPECTION OF SOILS - CBC TABLE 1705.6

P 1. Verify materials below shallow foundations are adequate to achieve the desired bearing capacity.

P 2. Verify excavations are extended to proper depth and have reached proper material.

P 3. Perform classification and testing of controlled fill materials.

C 4. Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill.

P 5. Prior to placement of compacted fill, observe subgrade and verify that site has been prepared properly.






Schedule H - Miscellaneous (1 of 3)



DRIVEN DEEP FOUNDATION ELEMENTS (PILES) - CBC TABLE 1705.7 C 1. Verify pile materials, sizes and lengths comply with the requirements. C 2. Determine capacities of test piles and conduct additional load tests, as required.

C 3. Observe driving operations and maintain complete and accurate records for each pile.

C 4. Verify locations of piles and their plumbness.

a. Confirm type and size of hammer.

b. Record number of blows per foot of penetration.

c. Determine required penetrations to achieve design capacity.

d. Record tip and butt elevations and record any damage to foundation element. --- 5. For steel piles, perform additional inspections in accordance with Section 1705.2.

--- 6. For concrete piles and concrete-filled piles, perform additional inspections in accordance with CBC 1705.3.

--- 7. For specialty piles, perform additional inspections as determined by the registered design professional in responsible charge.

CAST-IN-PLACE DEEP FOUNDATION ELEMENTS (PIERS) - CBC TABLE 1705.8

C 1. Observe drilling operations and maintain complete and accurate records for each pier.

C 2. Verify locations of piers and their plumbness. Confirm:

• Pier diameters, • Bell diameters (if applicable), • Lengths. • embedment into bedrock (if applicable), • Adequate end strata bearing capacity. • Record concrete or grout volumes

C 3. Perform test and additional concrete inspections in accordance with CBC Table 1705.3

HELICAL PILE FOUNDATIONS - CBC 1705.9

C 1. Verify installation equipment used, pile dimensions, tip elevations, final depth, final installation torque. Verify compliance with approved geotechnical report and project specification.

n:\building\master forms\special inspection form.doc Rev. 09/20/19

Page 22 of 24





SPRAYED FIRE-RESISTANT MATERIALS - CBC 1705.14

P 1. Inspect surface for accordance with the approved fire-resistance design and the

approved manufacturer’s written instructions.

P 2. Verify minimum ambient temperature before and after application.

P 3. Verify ventilation of area during and after application.

P 4. Measure average thickness per ASTM E605 and CBC 1705.14.4.

P 5. Verify density of material for conformance with the approved fire-resistant

design and ASTM E605.

P 6. Test cohesive/adhesive bond strength per CBC 1705.14.6.

MASTIC AND INTUMESCENT FIRE-RESISTANT COATING - CBC 1705.15

P 1. Inspect Mastic and Intumescent Fire-Resistant Coating in accordance with AWCI 12-B and approved permit documents.

EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) - CBC 1705.16

P 1. Inspect EIFS installation

P 2. Inspect water resistant barrier coating ASTM E2570 FIRE RESISTANT PENETRATIONS AND JOINTS - CBC 1705.17

P 1. Inspect penetration firestops in accordance with ASTM E2174

P 2. Inspection fire-resistant joint systems in accordance with ASTM E2393 SMOKE CONTROL SYSTEMS - CBC 1705.18

P 1. Test leakage and record device locations during duct work erection and prior to concealment.

P 2. Pressure difference testing, flow measurements, and detection and control verification prior to occupancy



Page 23 of 24





MEDICAL GAS & VACUUM SYSTEMS - CPC 1319

G Oxygen G Nitrous G Medical Air G Medical Vacuum G Non-Medical Air (Gas powered tools and drying)

O Initial Pressure Test- Piped Gas System - CPC 1319.5

O Cross-connection Test - CPC 1319.6

O Final Standing Pressure Test - Piped Gas System - CPC 1319.7

O Purge and Particulate Test - NFPA 99 5.3.6.23

O Brazer Certification - NFPA 99 5.3.6.3

O Category 3 Non-Medical Air & Vacuum - Initial Test and Blow Down NFPA 99 - 5.3.9.2

O Category 3 Non-Medical Air & Vacuum - Final Standing Pressure Test




Page 24 of 24


Recognized Special Inspection &Testing Agencies

AGENCY NAME HQ ADDRESS PHONE NO. W B RC SM T A GE MI

CGI Technical Services, Inc. 1612 Insight Place Redding, CA 96003

(530) 244-6277

x x x x x x Mid Pacific Engineering 2915 Innsbruck Drive, STE A

Redding, CA 96003 (530) 246-9499

x x x x x x x ELS Inspections P.O. Box 494850

Redding, CA 96049 (530) 515-3438

x Pavement Engineering 20260 Skypark Drive

Redding, CA 96002 (530) 224-4535

x Materials Testing, Inc. 8798 Airport Road

Redding, CA 96002 (530) 222-1116

x x x x x x x Terracon Consultants 50 Goldenland Court, STE 100

Sacramento, CA 95834 (916) 928-4690

x x x x x x x Krazan & Associates 4320 Orange Avenue, Suites

Grove E-F, Sacramento, CA 95841

(916) 564-2200

x x x x x x x Moore Twining Associates, Inc.

2527 Fresno Street Fresno, CA 93721

(800) 268-7021

x x x x x x x SHN Consulting Engineers & Geologists

350 Hartnell Ave, Ste. B Redding, CA 96002

(530) 221-5424

x x x x x x x Professional Assurance and Testing, Inc.

345 Ash Street Red Bluff, CA 96080

(530)727-9979

x x x x x x x Salem Engineering Group 2211 Fortune Dr., Ste. C

San Jose, CA 95131 (408)577-1090

x x x x x x x NV5 Special Inspection and Testing

48 Bellarmine Ct., Ste. 40 Chico, CA 95928

(530)894-2487

x x x x x x x BSK Associates 399 Lindbergh Ave.

Livermore, CA 94551 (925) 315-3151

x x x x x x x Korbmacher Engineering, Inc.

480 Preston Ct. Livermore, CA 94551

(925) 454-9033

x x x x x x x

Key Description: W- Welding B-Bolting RC – Reinforced Concrete SM – Structural Masonry T – Timber (Trusses, Eng. Wood) A – Anchors ( Mechanical, Adhesive) GE – Soils MI – Miscellaneous (Piles, Piers, Etc)

Documents

BUILDING PERMIT APPLICATION - City of Redding