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HomeMy WebLinkAbout7619 COUNTRY CLUB DR_BLD20100074_2026 BUILDING INSPECTION REPORT n Permit No. $L 0 2 0/ b o o 7 Address: 7 6 /9 C Contractor: G C,F/N iFA 6l e Owner: (7 L Fti 1;'A6L�r_ Date: v 12 3 lr o ® APPROVAL ARTIAL APPROVAL ED VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before /�► It A /vctioRa6e 1G9hO LL 3 eyEFT/AeG Ir �RlF'/Pt� Inspector: Date: 1-23 ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ..O-Sliear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ®Drainage ® Insulation ® Other: i BUILDING INSPECTION REPORT GAT Y p f Permit No. 5L b 2 0/ 6 0 U71/ Address: 7 6 /9 9.p 0 Contractor: G L,F/N l�NG� Owner: 61 FA--' 9-7 A 6/ Z-7 Date: 6 1� 3 /l( o ® APPROVAL WARTIAL APPROVAL VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector ,Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before /9E1 A /� cHoRgle )10 Inspector: Date: z 3 ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation O Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: "VSPECTION REPORT • Permit No.: Lot #: Address: Contractor: /er.G • Owner: &Z-450 �•4�;L� C- C - Date: � Z7 LIP ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION YCORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. �rilr.v � aeyc�� . zpae- Ta Inspector: Date: 7 D TYP OF INSPECTION REQUESTED ❑ Under-floor C�Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT • Permit No.: Lot #: Address: Contractor: Owner: Date: ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: Progressive Report ADDRESS: PROJECT: COMMENTS: Jay 1,46 ...� - 5--A j Progressive Report ADDRESS: PROJECT: COMMENTS: 41, ZI 0 G2� � f Progressive Report ADDRESS: PROJECT: COMMENTS: 0117 O Cfl 42 110 11fV s G" -� Progressive Report ADDRESS: 7 GL,' _ �✓ �l� PROJECT: COMMENTS: AerwY A2 � /Z ll�-S- A� Z� June 9, 2010 7619 Country Club Drive — Deck Repair, Gleneagle Country Club Sever rot of structural members was encountered on the exterior wrap around deck at Gleneagle Country Club. Conducted an on-site consultation with the contractor regarding the repair plan. The only good remaining portion of the deck appeared to be the joists and deck system and all the support columns and beams were rotted being salvaging. Over the course of several weeks I periodically stopped at the job site to check on progress and there has been virtually no change. The North side, which consisted of a knee wall support had new sill plate per code and framing of the new knee wall but the work was progressing slow. Most of the west side of the deck had been dismantled and supported using temporary bracing. On 6/7/10 1 stopped at the site and found that a new treated beam had been installed along the entire west face of the deck and was being supported with new 4-inch steel pipe columns on the original pier footings. The pipe columns had dual flange at the top top split the load on either side of the beam. The size of the beam and columns are more than adequate to carry the load based on the short spans. The problem that was encountered is the fact that all of the existing joists and the beams used for the overframing at corners were cut back due to rot. The joists and beams were being supported with temporary beams and columns and this posed a severe problem now that the joists and beams are too short to attached to the new beam at the west. Joist scabs were being installed on the existing joists and being hangared to the new beam. This is an unacceptable situation being that the splice will be too weak to carry any load above and further issues was how the overframed beams at the corners would be tied into the new beam. Another consultation took place on 6/8/10 with Rick, the contractor, and a plan of action discussed. It was determined that new glulam beams would have to be installed under the joist splices, running parallel to the new beam. New columns would have to be installed at each end of the glulams to support the new beams with positive connections into the existing 6-inch concrete slab. The main overframed beams at the corners will also require intermediate support beams with new support columns at all locations. The end product will be a redundant beam/column support system which divides the deck load from the joists to beam splice and to the joist ends at the end beam with hangars. The only unknown is to whether the existing 6-inch concrete slab can handle any axial and uplift loads. If the concrete starts to crack at these locations it was determined that the slab would have to be excavated to accommodate new footings. All treated columns require heavy felt to be applied between the concrete and the treated posts and positive connections from column to slab. All beam and column connections will be positively fastened using a variety of simpson hardware capable of carrying the associated loads. It was also agreed upon that no work would continue past certain points without on-site consultation with the inspector and the contractors verifying that each section of the deck is approved prior to continuing on to the next section of the repair. There has been a lack of communication between the contractors and the city, to date, so hopefully this will change. June 9, 2010 7619 Country Club Drive — Deck Repair, Gleneagle Country Club Severe rot of structural members was encountered on the exterior wrap around deck at Gleneagle Country Club. Conducted an on-site consultation with the contractor regarding the repair plan. The only good remaining portion of the deck appeared to be the joists and deck system and all the support columns and beams were rotted beyond salvaging. Over the course of several weeks I periodically stopped at the job site to check on progress and there has been virtually no change. The North side, which consisted of a knee wall support had new sill plate per code and framing of the new knee wall but the work was progressing slow. Most of the west side of the deck had been dismantled and supported using temporary bracing. On 6/7/10 1 stopped at the site and found that a new treated beam had been installed along the entire west face of the deck and was being supported with new 4-inch steel pipe columns on the original pier footings. The pipe columns had dual flange at the top and split the load on either side of the beam. The beams, however, had been spliced to have their original dimension and the end beams were notched at the same ends, which wouldn't allow bearing over the column but rather the flanges. Another major problem that was encountered is that all of the existing joists and the beams used for the over framing at corners were cut back due to rot. The joists and beams were being supported with temporary beams and columns and this poses a severe problem now that the joists and beams are too short to attach to the new beam at the west. Joist scabs were being installed on the existing joists and being hangared to the new beam. This is an unacceptable situation being that the splice will be too weak to carry any load above and further issues was how the over framed beams at the corners would be tied into the new beam. Another consultation took place on 6/8/10 with Rick, the contractor, and a plan of action discussed. It was determined that new glulam beams would have to be installed under the joist splices, running parallel to the new beam. New columns June 9, 2010 7619 Country Club Drive — Deck Repair, Gleneagle Country Club Severe rot of structural members was encountered on the exterior wrap around deck at Gleneagle Country Club. Conducted an on-site consultation with the contractor regarding the repair plan. The only good remaining portion of the deck appeared to be the joists and deck system and all the support columns and beams were rotted beyond salvaging. Over the course of several weeks I periodically stopped at the job site to check on progress and there has been virtually no change. The North side, which consisted of a knee wall support had new sill plate per code and framing of the new knee wall but the work was progressing slow. Most of the west side of the deck had been dismantled and supported using temporary bracing. On 6/7/10 1 stopped at the site and found that a new treated beam had been installed along the entire west face of the deck and was being supported with new 4-inch steel pipe columns on the original pier footings. The pipe columns had dual flange at the top and split the load on either side of the beam. The beams, however, had been spliced to have their original dimension and the end beams were notched at the same ends, which wouldn't allow bearing over the column but rather the flanges. Another major problem that was encountered is that all of the existing joists and the beams used for the over framing at corners were cut back due to rot. The joists and beams were being supported with temporary beams and columns and this poses a severe problem now that the joists and beams are too short to attach to the new beam at the west. Joist scabs were being installed on the existing joists and being hangared to the new beam. This is an unacceptable situation being that the splice will be too weak to carry any load above and further issues was how the over framed beams at the corners would be tied into the new beam. Another consultation took place on 6/8/10 with Rick, the contractor, and a plan of action discussed. It was determined that new glulam beams would have to be installed under the joist splices, running parallel to the new beam. New columns h r ci Z CD 0 (D (D 0 U) � o bd Poo 0 0 r 0 0 P) Q.j 0 U, 0 �43 Co CD PL) En ci 2, o cn w k 11 OF--d C) bd � Cr 1-J m '� � fD0 0 tri b' a w ¢(D o � O �F-F tf w O �V cD 1-1 C� y r CD i- Pi O tri0 o C) � � � o d I r � C� 1-0 (D � l 1 CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 ♦ PHONE:(360)403-3421 �- Permit#: BLD20100074 BUILDING PERMIT Project Address: 7619 COUNTRY CLUB DR, ARLINGTON Parcel No: 00857400099900 PROPERTY OAPPLICANT WNER CONTRACTOR GLENEAGLE COUNTRY CLUB GLENEAGLE COUNTRY CLUB PAT REGAN 7619 COUNTRY CLUB 7619 COUNTRY CLUB ARLINGTON,WA 98223- ARLINGTON,WA 98223- Phone:( ) - Ext Phone:( ) - Ext. LICENSE#: EXP: Email: Email: PLI.JMBING CONTRACTOR MECFIANICAL CONTRACTOR Lic#: Ex : Lic# Fx> JOB DESCRIPTION DECK REPAIR VALUATION: $0 PERMIT TYPE:Commercial PERMIT GROUP:Deck/Porch/Patio Cover NUMBER OF STORIES:0 TYPE OF CONSTRUCTION: NUMBER OF DWELLING UNITS:0 OCCUPANT GROUP: CODE:2006 OCCUPANT LOAD: BASEMENT:0 1 ST FLOOR:0 2ND FLOOR:0 BASEMENT:0 1 ST FLOOR:0 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 FRONT1 REQUIRED: PROPOSED: RE UIRED: PROPOSED: RE UIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O RE UIRED: PROPOSED: SETBACK NOTES: PERN/11TAPPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMrr UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. z '4'c' '�-? " f� Signature Print Name Date Rele sed By Date ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED,UBC109/IBCI10/IRC110. ARCHIVE APPLICANT ASSESSOR OTHER BLD20100074 • None mum THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS.SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. Y� BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed and whether you prefer mornin or afternoon. • None Christopher Young From: Brenda Fecht Sent: Thursday, June 10, 2010 3:39 PM To: Christopher Young Subject: WYWO: Andrew Carter To lChristopher Young WHILE YOU WERE OUT From Andrew Canter of I Carter General Contractor Phone 425 3328-8885 RETURNED CALL I L PLEASE CALL WILL CALL AGAIN I I I URGENT Message —1 RE: 7619 Country Club Dr. Please CALL to discuss the 2nd story deck at the Glen Eagle Golf and Country Club. He is bidding on fixing it. (unless you've already talked with him today). He also wanted to know if we had a copy of the previous building plans too.