CITY OF PUYALLUP PERMITTING PORTAL
Permit Application Status
PRCA20220482
In order to request inspections, you need to be signed in.
Paid Fees | Amount | Paid | Owing | Date Paid |
---|---|---|---|---|
Fire Review Fee (Commercial Building) | $265.00 | $265.00 | Paid | 04/07/2023 |
Building Permit Fee | $1,833.75 | $1,833.75 | Paid | 04/07/2023 |
Building Plan Review Fee | $1,191.94 | $1,191.94 | Paid | 03/10/2022 |
Stormwater Report Review Fee | $260.00 | $260.00 | Paid | 03/10/2022 |
WA State Building Code Council Fee (Commercial) | $25.00 | $25.00 | Paid | 04/07/2023 |
Resubmittal Fee | $130.00 | $130.00 | Paid | 11/15/2022 |
Resubmittal Fee | $130.00 | $130.00 | Paid | 03/08/2023 |
Resubmittal Fee | $130.00 | $130.00 | Paid | 03/26/2023 |
Outstanding Fees | Amount | Paid | Owing | Date Paid |
No outstanding fees. | ||||
Totals: | $3,965.69 | $3,965.69 | $0.00 |
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
Inspection | Outcome | Requested | Scheduled | Date Inspected |
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Erosion And Sediment Inspection | Not Ready | 4/18/2023 | 4/18/2023 | 04/18/2023 |
Jason Little ((253) 244-0387) | ||||
Erosion And Sediment Inspection | Passed w/ Conditions | 4/18/2023 | 04/18/2023 | |
Jason Little ((253) 244-0387) | ||||
Foundation/Rebar Inspection | Not Ready | 4/24/2023 | 4/24/2023 | 04/24/2023 |
Kevin Spruell ((253) 841-5590) | ||||
Other/Miscellaneous
Carried Forward
04/24/2023
1. provide city approved plans on site at time of next inspection as discussed with contractor
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Foundation/Rebar Inspection | Not Ready | 4/25/2023 | 4/25/2023 | 04/25/2023 |
Kevin Spruell ((253) 841-5590) | ||||
Other/Miscellaneous
Carried Forward
04/25/2023
1. provide city approved plans on site at time of next inspection as discussed with contractor
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Other/Miscellaneous
Carried Forward
04/25/2023
1. complete holes on each end of building as discussed with contractor
2. secure rebar cages to maintain soil to rebar clearances during the pouring process
3. verify the design mix of the concrete from engineer of record to determine if special inspections are needed
4. not ready
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Footing/Setback Inspection | Partial Pass | 4/28/2023 | 4/28/2023 | 04/28/2023 |
Kevin Spruell ((253) 841-5590) | ||||
Foundation/Rebar Inspection | Not Ready | 4/28/2023 | 4/28/2023 | 04/28/2023 |
Kevin Spruell ((253) 841-5590) | ||||
Other/Miscellaneous
Resolved
04/28/2023
1. provide city approved plans on site at time of next inspection as discussed with contractor
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Other/Miscellaneous
Resolved
04/28/2023
1. complete holes on each end of building as discussed with contractor
2. secure rebar cages to maintain soil to rebar clearances during the pouring process
3. verify the design mix of the concrete from engineer of record to determine if special inspections are needed
4. not ready
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Other/Miscellaneous
Carried Forward
04/28/2023
1. Called in in error
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Footing/Setback Inspection | Not Ready | 5/15/2023 | 5/15/2023 | 05/15/2023 |
Kevin Spruell ((253) 841-5590) | ||||
Foundation/Rebar Inspection | Not Ready | 5/15/2023 | 5/15/2023 | 05/15/2023 |
Kevin Spruell ((253) 841-5590) | ||||
Other/Miscellaneous
Carried Forward
05/15/2023
1. Called in in error
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Other/Miscellaneous
Carried Forward
05/15/2023
1. provide corner bars at foundation as discussed with contractor
2. provide min clearance from rebar to forms
3. provide min clearance from rebar to ground
4. remove all rebar drove in the ground
5. protect pipe from concrete as discussed with contractor
6. provide test on plumbing as discussed with contractor at the time of next inspection
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Underfloor Inspection | Not Ready | 5/16/2023 | 5/16/2023 | 05/16/2023 |
Shannon King ((253) 840-6684) | ||||
Comment Building Div Inspection | Not Ready | 03/11/2024 | ||
Ray Cockerham ((253) 841-5585) | ||||
Comment Building Div Inspection | Not Ready | 04/25/2024 | ||
Ray Cockerham ((253) 841-5585) | ||||
Other/Miscellaneous
Carried Forward
04/25/2024
Final inspection notes: On site for a fire alarm inspection.
See A2.1 regarding the exits.
a) Exit sign and exit illumination
b) panic hardware
c) door swing
d) door landing and grade at exits
These notes are provided for reference and are required to be completed for inspections.
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Hydrostatic Test 200Lbs 2Hrs | VOID | 07/16/2024 | ||
David Drake ((253) 864-4171) | ||||
Emergency Radio Test Review Inspection | VOID | 07/16/2024 | ||
David Drake ((253) 864-4171) | ||||
Building Final Inspection | Failed | 7/16/2024 | 7/16/2024 | 07/17/2024 |
Ray Cockerham ((253) 841-5585) | ||||
Other/Miscellaneous
Carried Forward
07/17/2024
Code sections excerpts are added for reference please see code or call for questions.
1) Deadbolts may not be used on exit doors.
1010.1.10 Panic and fire exit hardware.
Swinging doors serving a Group H occupancy and swinging doors serving rooms or spaces with an occupant load of 50 or more in a Group A or E occupancy shall not be provided with a latch or lock other than panic hardware or fire exit hardware.
2) 1010.1.9.4 Locks and latches.
Locks and latches shall be permitted to prevent operation of doors where any of the following exist:
2.In buildings in occupancy Group A having an occupant load of 300 or less, Groups B, F, M and S, and in places of religious worship, the main door or doors are permitted to be equipped with key-operated locking devices from the egress side provided:
2.1.The locking device is readily distinguishable as locked.
2.2.A readily visible and durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background and;
2.3.The use of the key-operated locking device is revocable by the building official for due cause.
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Other/Miscellaneous
Carried Forward
07/17/2024
Doors and landings.
The landings need contractor review.
1010.1.5 Floor elevation. There shall be a floor or landing on each side of a door. Such floor or landing shall be at the same elevation on each side of the door. Landings shall be level except for exterior landings, which are permitted to have a slope not to exceed 0.25 unit vertical in 12 units horizontal (2-percent slope).
1012.2 Slope. Ramps used as part of a means of egress shall have a running slope not steeper than one unit vertical in 12 units horizontal (8-percent slope).
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Engineering Final Inspection | Not Ready | 8/29/2024 | 08/29/2024 | |
Jason Little ((253) 244-0387) | ||||
Building Final Inspection | Failed | 8/8/2024 (8:00 to 9:00) | 9/3/2024 | 09/05/2024 |
Ray Cockerham ((253) 841-5585) | ||||
Other/Miscellaneous
Resolved
09/05/2024
Code sections excerpts are added for reference please see code or call for questions.
1) Deadbolts may not be used on exit doors.
1010.1.10 Panic and fire exit hardware.
Swinging doors serving a Group H occupancy and swinging doors serving rooms or spaces with an occupant load of 50 or more in a Group A or E occupancy shall not be provided with a latch or lock other than panic hardware or fire exit hardware.
2) 1010.1.9.4 Locks and latches.
Locks and latches shall be permitted to prevent operation of doors where any of the following exist:
2.In buildings in occupancy Group A having an occupant load of 300 or less, Groups B, F, M and S, and in places of religious worship, the main door or doors are permitted to be equipped with key-operated locking devices from the egress side provided:
2.1.The locking device is readily distinguishable as locked.
2.2.A readily visible and durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background and;
2.3.The use of the key-operated locking device is revocable by the building official for due cause.
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Other/Miscellaneous
Resolved
09/05/2024
Doors and landings.
The landings need contractor review.
1010.1.5 Floor elevation. There shall be a floor or landing on each side of a door. Such floor or landing shall be at the same elevation on each side of the door. Landings shall be level except for exterior landings, which are permitted to have a slope not to exceed 0.25 unit vertical in 12 units horizontal (2-percent slope).
1012.2 Slope. Ramps used as part of a means of egress shall have a running slope not steeper than one unit vertical in 12 units horizontal (8-percent slope).
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Other/Miscellaneous
Carried Forward
09/05/2024
Need engineering final inspecton.
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Building Final Inspection | Failed | 8/29/2024 | 9/3/2024 | 09/05/2024 |
Ray Cockerham ((253) 841-5585) | ||||
Other/Miscellaneous
Outstanding
09/05/2024
Need engineering department approval for final.
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Comment Engineering Div Inspection | VOID | 09/10/2024 | ||
Jason Little ((253) 244-0387) | ||||
Block Wall Rebar Inspection | VOID | 10/15/2024 | ||
Ray Cockerham ((253) 841-5585) | ||||
Shear Wall Inspection | VOID | 10/15/2024 | ||
Ray Cockerham ((253) 841-5585) | ||||
Firewall/Firestop Inspection | VOID | 10/15/2024 | ||
Ray Cockerham ((253) 841-5585) | ||||
Energy (Insulation) Inspection | VOID | 10/15/2024 | ||
Ray Cockerham ((253) 841-5585) | ||||
Frame Inspection | VOID | 10/15/2024 | ||
Ray Cockerham ((253) 841-5585) | ||||
Ceiling Grid/T-Bar Inspection | VOID | 10/15/2024 | ||
Ray Cockerham ((253) 841-5585) | ||||
Wallboard / Drywall Inspection | VOID | 10/15/2024 | ||
Ray Cockerham ((253) 841-5585) | ||||
Exhaust/Vent Fans Inspection | VOID | 10/15/2024 | ||
Ray Cockerham ((253) 841-5585) | ||||
Storm Inspection | VOID | 10/15/2024 | ||
Ray Cockerham ((253) 841-5585) | ||||
Footing/Setback Inspection | VOID | 10/15/2024 | ||
Ray Cockerham ((253) 841-5585) | ||||
Plumbing Below Slab Inspection | VOID | 10/15/2024 | ||
Ray Cockerham ((253) 841-5585) | ||||
Foundation/Rebar Inspection | VOID | 10/15/2024 | ||
Ray Cockerham ((253) 841-5585) | ||||
Underfloor Inspection | VOID | 10/15/2024 | ||
Ray Cockerham ((253) 841-5585) | ||||
Comment Building Div Inspection | VOID | 10/15/2024 | ||
Ray Cockerham ((253) 841-5585) | ||||
Other/Miscellaneous
Outstanding
04/25/2024
Final inspection notes: On site for a fire alarm inspection.
See A2.1 regarding the exits.
a) Exit sign and exit illumination
b) panic hardware
c) door swing
d) door landing and grade at exits
These notes are provided for reference and are required to be completed for inspections.
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Building Final Inspection | VOID | 10/15/2024 | ||
Ray Cockerham ((253) 841-5585) |
Condition | Status | Department | Category | Expiration Date | Due Date |
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Building Permit Standard Conditions | Open | Standard Conditions | |||
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Deferred submittals are required to be submitted for review and issuance before beginning work for the deferred item(s).
* 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
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Fire Review Conditions | Open | Standard Conditions | |||
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1. INSTALL ADDRESS NUMBERS PER THE FOLLOWING DISTANCES:0-50FOOT SETBACK FROM STREET NUMBERS SHALL BE 6 INCHES IN HEIGHT; 51-100 FEET 12 INCHES IN HEIGHT. ALL NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDITIONAL NUMBERS MAY BE NEEDED AT DRIVEWAY ENTRANCE IF BUILDING NUMBERS ARE NOT VISIBLE FROM THE STREET. REAR DOORS OF SUITES OR UNITS SHALL ALSO BE LABELED WITH MINIMUM 4 INCH NUMBERS.
2. FIRE HYDRANTS REQUIRED FOR CONSTRUCTION AND FIRE DEPARTMENT ACCESS SHALL BE INSTALLED AND APPROVED BY THE FIRE CODE OFFICIAL PRIOR TO THE STORAGE OR INSTALLATION OF ANY COMBUSTIBLE FRAMING MATERIAL. ACCESS ROADWAY SURFACES SHALL BE DESIGNED TO CITY STANDARDS AND BE DESIGNED TO MAINTAIN THE IMPOSED LOADS OF A 80,000 POUND FIRE APPARATUS. ASPHALT TREATED BASE, ASPHALT OR CONCRETE PAVEMENT CAN BE USED TO PROVIDE THE REQUIRED ALL-WEATHER DRIVING SURFACE.
3. ANY REQUIRED FIRE LANE MARKINGS SHALL BE INSTALLED PRIOR TO FINAL INSPECTION AND PER CITY ORDINANCE.
4. KNOX BOXES, WHEN REQUIRED, SHALL BE INSTALLED USUALLY TO THE RIGHT OF THE MAIN FRONT DOOR AND NO HIGHER THAN 6 FEET OFF OF THE GROUND. ONLY HINGED KNOX BOXES SHALL BE USED. KNOX BOXES AND KEY SWITCHES CAN BE ORDERED ONLINE AT THE "KNOX COMPANY"
5. FIRE EXTINGUISHERS WILL BE REQUIRED PER CHAPTER 9 OF THE INTERNATIONAL FIRE CODE. GENERALLY, 1 FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2A 10BC SHALL BE INSTALLED PER EVERY 3,000 SQUARE FEET OF FLOOR AREA. THE LOCATION OF THE FIRE EXTINGUISHERS SHALL BE NEAR THE EXIT DOORS AND THE TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ADDITIONAL SIGNAGE MAY BE NECESSARY TO INDICATE THE FIRE EXTINGUISHER LOCATION.
6. FIRE ALARM SYSTEM IS REQUIRED; THE STRUCTURE IS OVER 7500 SQUARE FEET PER PMC.
7. INTENED TO BE USED AS ASSEMBLY SPACE FOR EVENTS. OPPERATIONAL PERMITS ARE REQURIED FOR THE USE OF THE U-UTILTY GREENHOUSE FOR ASSEMBLY; SEE EMAIL ATTACHED FROM THE PROPERTY OWNER.
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Engineering Commercial Standard Conditions | Open | Standard Conditions | |||
:
** Prior to STARTING site work; request inspection for Erosion and Sediment. For sedimentation and erosion control methods please refer to approved Stormwater site plan dated April 27, 2018; Revised August 27, 2018; Job No. 17376. Also see approved civil plans of E-17-0536
** STORMWATER CONTROL OF ROOF DOWNSPOUTS MUST BE CONTROLLED. The downspouts of the new greenhouse will tie into the onsite stormwater system via the NW corner of the building as indicated on the record drawing civil plans of E-17-0536 Sheet C6 of 13
** 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.
** There is an existing decommissioned drain field under the easterly portion of the proposed greenhouse. All portion of this drain field must be removed from under the footprint of the new greenhouse. For any questions speak with the city's engineering inspector, Jason Little (253-244-0387).
* Any addition/expansion to the foot print 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.
* Any code requirement that may have been overlooked in this plan review does not imply that the requirements have been waived.
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Building Permit Standard Conditions | Resolved | Building Division | Standard Conditions | ||
:
B-17-0271 Complete for final prior to final this permit PRCA20220482
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Reference Number | Status | Type |
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PRFA20240544 | Closed | Fire Alarms |
Should you need assistance, please contact the Permit Center at (253) 864-4165 option 1.
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