CITY OF PUYALLUP PERMITTING PORTAL

Permit Application Status

PRPF20230347


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Summary

PRPF20230347
Pre-Fabricated Building
Closed
VELASQUEZ RICK & ELLEN RAEANN
New
Construct 4,987 SF pre-fabricated metal building warehouse; SEE PRMH20230349/MECH
03/21/2023
10/27/2023
11/20/2024
05/24/2024

Locations

Reviews

Review Type Outcome Est. Completion Date Completed
Engineering Review Approved 06/20/2023 06/14/2023
Fire Review Approved 06/20/2023 06/14/2023
Planning Review Approved 06/20/2023 06/13/2023
Building Review Approved 06/20/2023 06/09/2023
Engineering Traffic Review Approved 06/20/2023 06/07/2023
Planning Review Approved 05/01/2023 04/28/2023
Building Review Failed 05/01/2023 04/27/2023
Fire Review Approved 05/01/2023 04/17/2023
Engineering Review VOID 05/01/2023 04/12/2023
Engineering Traffic Review Approved 05/01/2023 04/07/2023

Fees

Paid Fees Amount Paid Owing Date Paid
Building Permit Fee $1,273.75 $1,273.75 Paid 08/02/2023
Building Plan Review Fee $827.94 $827.94 Paid 04/03/2023
WA State Building Code Council Fee (Commercial) $25.00 $25.00 Paid 08/02/2023
Resubmittal Fee $180.00 $180.00 Paid 05/31/2023
Traffic Impact Fee (Commercial) $4,050.00 $4,050.00 Paid 08/02/2023
Park Impact Fee (Manufacturing) $4,338.69 $4,338.69 Paid 08/02/2023
$0.00
Outstanding Fees Amount Paid Owing Date Paid
No outstanding fees.


Permit(s) will not be issued until outstanding fees have been paid in full. Fee details shown above only include currently payable fees, there might be addtional fees to be paid before issuance.

$0.00

Inspections

Inspection Outcome Requested Scheduled Date Inspected
Footing/Setback Inspection Not Ready 11/30/2023 11/30/2023 11/30/2023
Kevin Spruell ((253) 841-5590)
Other/Miscellaneous
Resolved
05/24/2024

Other/Miscellaneous
Resolved
05/24/2024
1. provide special inspection approval for bar placement 2.provide geotech reports for sub grades at footings from geotech of record 3.provide detailed drawings from EOR for corner footing being used that are not on the plans 4. complete F5 footings as approved on city approved 5.due not pour 6. not ready

Manufactured Or Modular Structure Setup Failed 12/1/2023 12/1/2023 12/01/2023
Kevin Spruell ((253) 841-5590)
Other/Miscellaneous
Resolved
05/24/2024
1. contractor continued with work without city approval see footing inspection with date of 11/30/2023 for corrections

Footing/Setback Inspection Not Ready 12/4/2023 12/4/2023 12/04/2023
Kevin Spruell ((253) 841-5590)
Other/Miscellaneous
Resolved
05/24/2024

Other/Miscellaneous
Resolved
05/24/2024
1. provide special inspection approval for bar placement 2.provide geotech reports for sub grades at footings from geotech of record 3.provide detailed drawings from EOR for corner footing being used that are not on the plans 4. complete F5 footings as approved on city approved 5.due not pour 6. not ready

Other/Miscellaneous
Resolved
05/24/2024
1. provide geotech report that supports all areas that support footing, referencing min soil Bearing as on city approved plans as discussed with contractor 2.provide approval letter from engineer of record for corner pads used that where not on city approved plans 3. provide letter from engineer of record on the 18" footing depth approval on the F5 footing that was poured on site (24" was what was approved on city approved plan)

Footing/Setback Inspection Not Ready 12/20/2023 12/20/2023 12/20/2023
Kevin Spruell ((253) 841-5590)
Other/Miscellaneous
Resolved
05/24/2024

Other/Miscellaneous
Resolved
12/20/2023
1. provide special inspection approval for bar placement 2.provide geotech reports for sub grades at footings from geotech of record 3.provide detailed drawings from EOR for corner footing being used that are not on the plans 4. complete F5 footings as approved on city approved 5.due not pour 6. not ready

Other/Miscellaneous
Resolved
05/24/2024
1. provide geotech report that supports all areas that support footing, referencing min soil Bearing as on city approved plans as discussed with contractor 2.provide approval letter from engineer of record for corner pads used that where not on city approved plans 3. provide letter from engineer of record on the 18" footing depth approval on the F5 footing that was poured on site (24" was what was approved on city approved plan)

Other/Miscellaneous
Resolved
05/24/2024
1. provide EOR approval for bar size for tension tie as discussed with contractor 2. provide min clearance from bar to forms per city approved plans 3. provide special inspection reports for structural steel placement 4.provide clarification for bar size on cross bars 5. not ready do not pour

Building Final Inspection Failed 5/7/2024 5/7/2024 05/07/2024
Kevin Spruell ((253) 841-5590)
Other/Miscellaneous
Resolved
05/24/2024
1. framing and insulation was covered up without inspection 2. accessible route exceeds side slope requirements and has obstructions with in the route 3. not a complete list

Planning Final Inspection VOID 5/7/2024 05/08/2024
Nabila Comstock ((253) 770-3361)
Building Final Inspection Not Ready 5/9/2024 5/9/2024 05/09/2024
Kevin Spruell ((253) 841-5590)
Other/Miscellaneous
Carried Forward
05/09/2024
1. framing and insulation was covered up without inspection 2. accessible route exceeds side slope requirements and has obstructions with in the route 3. not a complete list

Other/Miscellaneous
Carried Forward
05/09/2024
1. provide special inspection reports for framing as discussed with contractor 2.provide final letter fro EOR 3.provide air testing report 4. provide clarification on accessible route from architect

Plumbing Rough In Inspection VOID 05/24/2024
Kevin Spruell ((253) 841-5590)
Residential Final Inspection VOID 05/24/2024
Kevin Spruell ((253) 841-5590)
Manufactured Or Modular Structure Setup VOID 05/24/2024
Kevin Spruell ((253) 841-5590)
Other/Miscellaneous
Outstanding
12/01/2023
1. contractor continued with work without city approval see footing inspection with date of 11/30/2023 for corrections

Mechanical Rough In Inspection VOID 05/24/2024
Kevin Spruell ((253) 841-5590)
Mechanical Final Inspection VOID 05/24/2024
Kevin Spruell ((253) 841-5590)
Footing/Setback Inspection VOID 05/24/2024
Kevin Spruell ((253) 841-5590)
Other/Miscellaneous
Outstanding
12/20/2023

Other/Miscellaneous
Outstanding
12/20/2023
1. provide EOR approval for bar size for tension tie as discussed with contractor 2. provide min clearance from bar to forms per city approved plans 3. provide special inspection reports for structural steel placement 4.provide clarification for bar size on cross bars 5. not ready do not pour

Conditions

Condition Status Department Category Expiration Date Due Date
Building Permit Standard Conditions Open Building Division Standard Conditions
: * Final approval by the Building Official is required prior to use or occupancy.* Work shall not proceed until the inspector has approved the stages of construction.* Surface storm water shall be diverted from the building site and shall not drain onto adjacent properties.* I hereby acknowledge that I have read this Permit/Application, that the information given is correct; that I am the owner or the duly authorized agent of the owner; that plans submitted herewith are in compliance with all applicable city, county and state laws and that all construction will proceed in accordance with said laws. This permit shall expire if work is not commenced with 180 days or if the work is suspended for a period of 180 days. Permits expire two years from issuance. * By leaving the contractor information section blank, I hereby certify further that contractors (general or subcontractors) will not be hired to perform any work in association with this permit. I also certify that if I do choose to hire a contractor (general or subcontractor) I will only hire those contractors that are licensed by the State of Washington. If you are a property owner, contractor or permittee and you are paying for someone to perform the work, they must have a valid contractor registration and the person(s) installing plumbing inside a structure must meet the plumbing certification requirements. If you have any questions regarding these regulations, you may contact the Washington State Department of Labor and Industries or you can find more information on-line at: http://www.lni.wa.gov/TradesLicensing/Contractors/HireCon/default.asp
Fire Review Conditions Open Development & Permitting Services Standard Conditions
: • Comply with 2018 IFC and 2018 IBC • Total coverage required in the city of puyallup • L&I Final required prior to Fire Final • Exit lighting test required, contractor to provide light meter • Separate permits required for Fire Alarm and Fire Sprinkler • RTU’S will be required to be tested for shut down • Smoke and Fire dampeners will be tested with Fire Alarm. Access doors are required for maintenance and visual inspection. • Fire extinguishers required per code • All above items to be completed prior to fire final. Fire final required before building final Schedule your inspection online through the City of Puyallup online permit system. This is a request for inspection only. A date and time will be selected by Inspector depending on availability. Email prior to inspection for date and time. Fire Inspections are Monday – Thursday there will be no inspections on Fridays. David Drake 253-864-4171 ddrake@puyallupwa.gov
Miscellaneous Condition Resolved Planning Division Prior to Issuance
: Building permit cannot be issued until the SEPA determination has been issued (PLSSP20230037) and the civil permit application (PRCCP20230336) has been approved
Miscellaneous Condition Resolved Building Division Prior to Issuance
: PRCCP20230336 hold for civil permit issuance
Engineering Commercial Standard Conditions Open Engineering Division Standard Conditions
: Development Engineering standard commercial conditions: ** Prior to STARTING the applicant shall request an erosion and sediment control inspection using the CityView permit portal at least 48 hours in advance of job start ** ** Sediment control and erosion procedures shall be practiced eliminating and preventing off site damage. Stormwater runoff originating upgrade of exposed areas shall be controlled to reduce erosion and sediment loss during the period of exposure. See civil permit PRCCP20230336 for specifications ** ** Stormwater control of roof downspouts must be controlled. See civil permit PRCCP20230336 for specifications ** - Prior to starting site work request an inspection for erosion and sediment. - Occupancy will not be granted until all civil work associated with PRCCP20230336 has been completed and approval has been provided. - Sediment control and erosion procedures shall be practice to eliminate and prevent off site damage. Stormwater runoff originating upgrade of exposed areas shall be controlled to reduce erosion and sediment loss during the period of exposure. Attached to the site plan is the city of puyallup’s stormwater fact sheet. or See approved civil plan PRCCPXXX for approved method of control. - Stormwater control of roof downspouts required. Attached to the site plan is a typical infiltration system you may choose to follow. - All commercial development, multi-family, mixed use facility,or irrigation systems water service connections must have installed an approved backflow prevention assembly installed as directed by the Puyallup Municipal Code 14.02.220(3) and conforming to city standard section 03.04 - backflow installation. A double detector check valve assembly (DDCVA) is required or A reduced pressure backflow assembly (RPBA) is required as directed by the City of Puyallup, Fruitland Mutual Water Company, Tacoma City Water or Valley Water District. - Due to the proximity of this property to a secondary water source (i.e. clarks creek, meeker ditch, etc.) the applicant shall install a reduced pressure backflow assembly per city standards. - A commercial development must have installed a side sewer sampling tee installed in conformance to city standard section 04.03 – side sewer. - The applicant is responsible to schedule all utility inspections prior to backfilling - Curb, gutter, sidewalk and approach must be poured per city standards. - Driveway approach must be a minimum of 30' wide. - The builder/owner shall be responsible for keeping the existing right-of-way free of debris and dirt. Any violation of PMC chapter 21.14 pertaining to clearing, filling and grading, erosion and sediment control, and storm water discharges shall be prosecuted to the fullest extent of the law.- Any addition/expansion to the footprint of the building including decks and porches not originally shown on the approved set of plans must obtain proper permits prior to construction. - The applicant is responsible to call the utility notification center at 1-800-424-5555 before beginning any excavation. Call before you dig, it's the law. - No work shall be done in or on the public right of way without a licensed and bonded contractor first obtaining a right of way permit. - A separate right of way permit must be obtained is required by a licensed and bonded contractor to make the sanitary sewer main tap and or a water service connection. - Water meter box grade may have to be adjusted, at owners expense, due to the grade of the proposed driveway. - Any code requirement that may have been overlooked in this plan review does not imply that the requirements have been waived. - This property lies within a regulated flood zone. both residential and non-residential must meet the following requirements in accordance with PMC 21.07: (For AE Zone): New construction and substantial improvement of any structure will require that the lowest floor, including the basement, shall be elevated to a minimum of one foot or more above the base flood elevation. Please note additional freeboard increases safety and can reduce insurance premiums. (For AO Zone): New construction and substantial improvement of any structure will require that the lowest floor, including the basement, shall be elevated 1-foot or more above the depth number on the firm (minimum of 2-feet above the highest natural grade). - Crawlspace openings are required to allow the entry and exit of floodwaters. A minimum of two openings having a total net area of net less than 1 square inch for every square foot of enclosed area subject to flooding shall be provided. the bottom of openings shall be no higher than 1 foot above grade (PMC 21.07.060(2)). - If fill is proposed on the lot, the applicant shall provide compensatory storage in accordance with the requirements of PMC 21.07.060(1)f. If less than 1:1 compensatory storage is proposed, the applicant will be required to provide a hydrologic and hydraulic analysis to determine any effects on floodplain storage capacity, increased flood heights, or increased velocities. - No fill shall be placed unless specifically shown on the approved site plan. after site plan approval, any additional fill shall be submitted on a revised site plan to the city and shall propose mitigation in accordance with PMC 21.07.060(1)(f). - Steps shall be taken to prevent drainage onto adjacent lots. - No occupancy permit shall be issued until such time as a federal emergency management agency flood elevation certificate is completed based on "finished construction" and reviewed and accepted by the City of Puyallup.
Miscellaneous Condition Resolved Development & Permitting Services Prior to Occupancy
: Occupancy will not be granted until all work associated with civil permit PRCCP20230336 has been completed and a final inspection granted. LL 08/09/2023

Related Permit & Planning Applications

Reference Number Status Type
B-09-0688 Closed Commercial - New Construction
PRHM20230009 Closed Hydraulic Modeling
PRCCP20230336 Permit(s) Issued Civil Construction Permit
PRMH20230349 Closed Mechanical - COMMERCIAL ONLY
PRPF20231137 Permit(s) Issued Pre-Fabricated Building
PRFS20240156 Closed Fire Sprinklers
PRCTI20240571 Permit(s) Issued Commercial - Tenant Improvement/Remodel
PRFA20240641 Closed Fire Alarms
P-21-0021 File Closed Pre-Application
PLSSP20230037 File Closed SEPA Standalone

Documents & Images

Date Uploaded File Type Name
03/21/2023 Form Application
03/21/2023 Report Calcs
03/21/2023 Form WSEC Compliance Summary
04/03/2023 Receipt Receipt for transaction:2023-000557
04/28/2023 Form 2023-03-15 CIMCO Sales Warehouse WSEC Project Evelope Requirements (Flattened)
04/28/2023 Other Cimco 2315 Inter Ave - Puyallup Scoping - 3-16-23 (Flattened)
04/28/2023 Letter Permit Review Correction Letter
05/07/2024 Report Inspection Report (Building Final Inspection)
05/09/2024 Report Inspection Report (Building Final Inspection)
05/20/2024 Report Inspection Report (Building Final Inspection)
05/30/2023 Form Response Letter 5-30-2023
05/30/2023 Form Re-submittal-CIMCO 5-30-2023
05/31/2023 Receipt Receipt for transaction:2023-000978
06/01/2023 Letter Incomplete Application Notice
06/15/2023 Plans SITE PLAN (Stamped)
06/15/2023 Plans 23-013974-01_FOR CONSTRUCTION Anchor Rod Drawings Rev 0_SealedDWW_Flattened (Stamped)
06/15/2023 Report 23-013974-01_FOR CONSTRUCTION Reactions Rev 0_SealedDWW_flattened (Stamped)
06/15/2023 Plans CIMCO WAREHOUSE 23-0530 rev1 (Stamped)
06/15/2023 Report CIMCO_InterAve_RG (Stamped)
08/02/2023 Receipt Receipt for transaction:2023-001478
10/27/2023 Permit Permit - Detailed
10/27/2023 Letter Permit Job Card
11/30/2023 Report Inspection Report (Footing/Setback Inspection)
12/01/2023 Report Inspection Report (Manufactured Or Modular Structure Setup)
12/04/2023 Report Inspection Report (Footing/Setback Inspection)
12/20/2023 Report Inspection Report (Footing/Setback Inspection)
12/21/2023 Report Inspection Report (Foundation/Rebar Inspection)
12/21/2023 Report Inspection Report (Slab/Insulation Inspection)


Should you need assistance, please contact the Permit Center at (253) 864-4165 option 1.