Information based on query as of Sunday, June 30, 2024.
Permit Information
Permit NumberBLD98-02953
StatusFinaled
Name CORNEL LARSON
Site Address 875 MCGREGOR
Project NameFEDERAL WAY COMMERCE
Customer Number 
ePlanReviewNo
Description
FEDERAL WAY COMMERCE CENTER * TO CONSTRUCT A NEW 35,000 SQ. FT., ONE STORY, WAREHOUSE AND OFFICE SHELL BUILDING AND RELATED SITE IMPROVEMENTS. CONSTRUCTED OF CONCRETE TILT-UP EXTERIOR WALLS, CONCRETE SLAB FLOOR AND STEEL JOIST AND METAL ROOF DECK WITH SINGLE PLY ROOF SYSTEM. THIS BUILDING IS FULLY FIRE SPRINKLED. THE SPRINKLERS ARE BEING USED FOR ALLOWABLE AREA INCREASE. ALL CONSTRUCTION PER THE APPROVED PLANS AND ATTACHED REQUIREMENT LIST. THIS IS A SHELL PERMIT ONLY AND NO OCCUPANCY IS ALLOWED UNDER THIS PERMIT; SEPARATE TENANT IMPROVEMENT PERMITS ARE REQUIRED TO FINISH THIS BUILDING FOR OCCUPANCY. DR98-150/PC#672-98/JCM
Contact Information
See Activities list for contact information
Show All Activities
DescriptionReceivedRequestedCompletedAM/PMDispositionAssigned To 
INSP-Final Inspection5/27/19995/27/19995/27/1999APASS
DetailsRick Jackson
occ approved
INSP - Final5/26/19995/26/19995/27/1999PFAIL
DetailsJim Storey
05/26/99 301 - fire stop 1 hr walls
INSP-Final Inspection5/24/19995/25/19995/25/1999P
DetailsRick Jackson
Gene ###-#### call first to meet
INSP-Final Inspection5/19/19995/21/19995/21/1999AFAIL
DetailsRick Jackson
###-#### GENE//CALL B4 GOING TO MEET U 4 ACCESS no phone lines for monitoring sprinklers; smoke detector too low in riser room; address; knox box
INSP-Supply line flush4/29/19994/29/19994/29/1999APASS
DetailsRick Jackson
FLUSH OKAY
INSP - Framing/Rough-in3/5/19993/8/19993/8/1999APASS
DetailsJim Storey
03/08/99 301 - FRAM-OK FRAMING
INSP - Framing/Rough-in3/8/19993/8/19993/8/1999 PASS
DetailsJim Storey
03/08/99 301 - FRAM-OK FRAMING pending ele
INSP-Conference3/8/19993/8/19993/8/1999PPART
DetailsRick Jackson
with gen. and #301
INSP - Concrete3/2/19993/2/19993/2/1999PCANC
DetailsRuss Owen
03/02/99 407 - canc.
INSP - Concrete2/26/19992/26/19992/26/1999PPASS
DetailsJim Storey
02/26/99 301 - grouting columns ###-#### Gene ok
INSP - Framing/Rough-in2/18/19992/18/19992/18/1999 PASS
DetailsJim Storey
02/12/99 301 - roof framing ok
INSP - Foundation2/9/19992/10/19992/10/1999PPART
DetailsJim Storey
02/10/99 301 - placed w/special insp. pending report.
INSP - Framing/Rough-in2/5/19992/9/19992/9/1999ANR
DetailsJim Storey
02/09/99 301 - NO ACESS TO ROOF
INSP - Concrete2/5/19992/8/19992/8/1999APART
DetailsJim Storey
02/08/99 301 - placed w/special insp. pending report.
INSP - Concrete2/4/19992/5/19992/5/1999AFAIL
DetailsCarl Dependahl
02/05/99 340 - JEAN ###-#### nr gave to 301
INSP - Foundation2/5/19992/5/19992/5/1999 NR
DetailsJim Storey
/ / 301 - CANCLED TIL MONDAY
INSP - Framing/Rough-in2/1/19992/2/19992/2/1999PPART
DetailsJim Storey
02/02/99 301 - JEAN ###-#### WELDING ON ROOF no acess to roof- panal footing corection per-eng detail.
INSP - Foundation1/27/19991/27/19991/28/1999PFAIL
DetailsJim Storey
01/27/99 301 - gene- ###-#### foun welding insp-or richard on site ENGIN
INSP - Framing/Rough-in1/27/19991/27/19991/27/1999PFAIL
DetailsCarl Dependahl
01/27/99 340 - gene- ###-#### -welding insp-corner connect. 301 area, pe
INSP - Framing/Rough-in1/5/19991/6/19991/6/1999APART
DetailsJim Storey
01/06/99 301 - HAROLD ###-#### CONCRETE WALL...resent to 301 covered wit
INSP - Concrete12/29/199812/30/199812/30/1998AFAIL
DetailsWes Worcester
12/30/98 342 - harold ###-#### no answer, 2 attempts, not on my map
INSP - Wall cover12/30/199812/30/199812/30/1998 PART
DetailsJim Storey
/ / 301 - OK PENDING REPORT FROM STRATA
INSP - Foundation12/16/199812/17/199812/18/1998AFAIL
DetailsWes Worcester
12/17/98 342 - ###-#### HAROLD TRIED # FOR TWO DAYS, NOT ON MY MAP, NO O
INSP - Foundation12/1/199812/1/199812/10/1998PFAIL
DetailsCarl Dependahl
HAROLD ###-#### unable to contact...
INSP - Foundation12/1/199812/1/199812/2/1998PPART
DetailsRuss Owen
12/01/98 407 - special inspection required 4 interior peires ready to po
INSP - Foundation11/30/199812/1/199812/19/1980APART
DetailsJim Storey
12/01/98 301 - slab s/e site ok for cover 2500 psi design.