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10-101705
,k t Building - Single Family CityCommunity qf Development nt S y Permit # • 10 -101705 -00 -SF Community Development Services ` P.O. Box 9718 Federal Way, WA 98063-9718 Inspection Request Line: 253 835-3050 ' Ph: (253) 835-2607 Fax: (253) 835-2609 p q i1 r Project Name: SAEDA Project Address: 32211 16TH AVE SW Parcel Number: 010450 0270 Project Description: REP - Install pin piles to repair settlement of foundation. No plumbing or mechanical. wn;,� Aunlicant Contractor Lender SCOTT SAEDA ROBBINS & CO FOUNDATION ROBBINS & CO FOUNDATION 3221116TH AVE SW SYSTEM SYSTEM 818 SW 142ND ST ROBBICH169NQ (12/31/10) FEDERAL WAY WA 98023 BURIEN WA 98166 818 SW 142ND ST A ' BURIEN WA 98166 Census Category: 434 - Residential alt/add - no change in number of units Includes: #1 #2 #3 #4 Occupancy Class: Construction Type: Occu anc Load: Floor Areas . ft. 0 1 0 0 1 0 New / Additional Sq. Feet - 3rd Floor .................. Mechanical to be Included? ................................. New / Additional Sq. Feet - Basement ........!.........Q Plumbing to be Included? ................ ........ .........No CONDITIONS: Subject to field inspection with plans. ***STRUCTURAL CALCULATIONS ATTACHED*** PERMIT EXPIRES Monday, October 25, 2010 Permit Issued on Wednesday, April 28, 2010 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the C of Federal Way. Owner or agent: UV�i�I �L> Date:��%� -1.0/ 705 sANDConPANY L -A G<t�TtM%FOUMATIMISYSTEMSMEM Authorized Gip -Tito© Dealer April 26, 2010 Scott Saeda 32211 16th Ave SW Federal Way, WA 98023 Dear Scott: It was very nice to meet you the other day. Attached to this letter you will find documentation that will be submitted on your behalf for permitting. Basic Description The house is built on a slab on ground foundation. The edges of the concrete slab are downturned, however, there appears to be little or no reinforcing. The foundation for the residence has settled all around the perimeter of the house. The settling has caused some cracking of the concrete slab. It is difficult to determine the exact cause for the settlement. It may have been due to improper drainage or possibly settlement of poor load bearing soils. The residence is not adjacent to any significant grade change; therefore site stability does not appear to be responsible. There does not appear to be any life -safety issues as the structure is in otherwise serviceable condition. However, in order to re -level the building and substantially reduce or prevent further settling, the structure's foundation must be improved to provide proper support. In addition, the interior portions of the slab on grade must be raised to level. Recommendation It is recommended that the exterior concrete downturn foundation be improved by installing steel push -piers along the affected area. Placing these piers will transfer the weight of the structure down to a capable bearing stratum. The recommended product is the `Grip-Tite' system of push - piers. Pressure logs will be taken by the installers and the logs shall be reviewed by myself and can be submitted to the building department as required. The interior portion of the slab on ground will be improved by "slabjacking" the slab. This process involves drilling holes through the slab, injecting cementicious slurry material that fills the void space and lifts the slab. Please call me with any comments or questions at (206) 405-0739. Sincerely, . odd St. orge, E. Enclosures: RECEIVED Calculations Installation Plan Drawing APR 2 8 2010 CITY OF FEDERAL WAS( CDS t Project Name: Saeda Date: 4/23/2010 Engr: CTS h, a h3 h2 h, 1 hB hsoil Page: 1 of 2 WORST CASE LOAD ONLY CALCULATED / Wf % hf Wall Section Shown in Perpendicular Support Condition Toads Roof DL 25 psf Roof LL 25 psf Fir 3 DL 0 psf Fir 2 DL 0 psf Fir 1 DL 0 psf Floor LL 40 psf Wall DL 10 psf SOG DL 50 psf Constant Inputs hr 6 ft h3 0 ft hZ 0 ft h, 8 ft hB 0 ft WWau 6 in Wf $ in df 12 in hf 12 in Weve 1$ in Pier #s Wall Type Label BEARING B C D E F G H WORST UNIT Trib-Spanroof Trib-Span3 Trib-Spann Trib-Span, hwall hsoil Roof= Floors= Walls= Concrete= Soil= Additional 17 0 0 0 0 ft 0 0 0 1 0 0 1 ft 0 0 0 0 0 ft 2 0 0 0 0 ft 1 0 0 0 0 in 0 0 0 1 0 0 in 925 plf 0 plf 110 plf 256 plf plf 100 plf Lift (with soil)= 1400 0 0 0 0 0 0 0 plf Stabilize (no soil)= 1400 0 0 0 0 0 0 0 plf Project Name: Saeda Date: 4/23/2010 Engr: CTS Page: 2 of 2 Design Piles Loads Load (plf) Force (Ibs) Pile # Wall Type Trib (ft) Lift Stabilize Lift Stabilize WORSTBEARING 10.00 1400 1400 14000 14000 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A— #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A#N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A <16,500 OK lent ♦ 5y: FANO site address: date Foundation Systems cily, state. zip: 818 SW 142nd, Seattle, WA 98166 206 244-1023 fax 206 241-9101 May 14, 2010 City of Federal Way Department of Community Development Services P.O. Box 9718 Federal Way, WA 98063-9718 RE: Foundation Repair Project Scott Saeda 32211 16th Ave SW Federal Way, WA 98023 Permit # 10-101705-00 Final Observation Letter RECEIVED BY COMMUNITY DEVELOPMENT DEPARTMENT MAY 2 5 2010 This letter is to confirm that the 26 Grip-Tite push piers were installed according to the approved permit documents. The piers were installed on 5/3/10- 5/14/10. 1 observed and verified the installation locations of the piers and have documented the pressure logs. A copy of the pier pressure log is on the attached document. To the best of my knowledge, the foundation repair was performed in accordance with the approved permit documents. Sincerely, . Todd St. eorge, P.E. Attachments: Pier Pressure Log EXPIRES ir"M I 8f8SW 142NDSTREET, BU MV,, WA98166 M 42M244-1023, FAx42O692.441-9101 WWW. NDA GOl ' client: Certified Installer: M ANCOD Scott Saeda Foundation Systems Leon Kellogg address: Weather: 818 SW 142nd, Seattle, WA 98166 3221116th Ave SW (206) 244-1023 fax (206) 241-9101 www.robbinsfoundationsystems.com Federal Way, WA 98023 Sunny Grip-Tite ® Push Pier Pressure Log Test Pier #11 # Depth (ft) . Q Force e © 2000 1 19240 12 20.8 © 9.62 e © 10.5 11 © 19240 ® ee 19 e X11 19240 15 •11 © 9.62 :ee © 1 20.9 ® ee 9.62 19240 ee �� 2100 ee 0 18 gel 2000 9.62 ®e/1 19 8.8 it 1 9.62 1 18278 20 1 31.1 2500 1 9.62 1 24050 All Piers # Depth (ft) Gage (psi) Area Force 11 22.9 2000 9.62 19240 12 20.8 1900 9.62 18278 13 10.5 2000 9.62 19240 14 19 2000 9.62 19240 15 21.1 1900 9.62 18278 16 1 20.9 2000_ 9.62 19240 17 20.8 2100 9.62 20202 18 7.5 2000 9.62 19240 19 8.8 1900 1 9.62 1 18278 20 1 31.1 2500 1 9.62 1 24050 0 6 12 18 24 30 36 5/14/2 Pier Numbers: 11 to 20 Pressure vs Depth 0 500 1000 1500 2000 2500 3000 client: Certified Installer: � Date: •o: :r Scott Saeda Leon Kellogg 5/14/2010 Foundation Systems address: Weather: Pier Numbers: 818 SW 142nd, Seattle, WA 98166 3221116th Ave SW (206) 244-1023 fax (206) 241-9101 www.robbinsfoundationsystems.com federal Way, WA 98023 Sunny 21 to 26 Grip-Tite ® Push Pier Pressure Log Test Pier #25 # Depth (ft) . Area Force 21 © 2000 e 19240 22 7.8 1800 9.62 17316 23 14.8 1900 9.62 18278 24 0 � : 0 25 21.1 2000 9.62 19240 26 20.8 2200 9.62 21164 0 0® �r 0 0 ®� 0 All Piers # Depth (ft) Gage (psi) Area Force 21 20.8 2000 9.62 19240 22 7.8 1800 9.62 17316 23 14.8 1900 9.62 18278 24 8.9 1600 9.62 15392 25 21.1 2000 9.62 19240 26 20.8 2200 9.62 21164 Pressure vs Depth 0 500 1000 1500 2000 2500 ' client: Certified Installer: Date: MjMANDCo. Scott Saeda Leon Kellogg 5/14/201 Foundation Systems address: Weather: Pier Numbers: 818 SW 142nd, Seattle, WA 98166 3221116th Ave SW (206) 244-1023 fax (206) 241-9101 www.robbinsfoundationsystems.com Federal Way, WA '98023 Sunny I to 10 Grip-Tite ® Push Pier Pressure Log Test Pier ., # Depth (ft) , Area Force e 0 2000 ° 19240 2 11.5 1900 9.62 18278 © 12.1 eee © 19240 ee 12.3 2000 eo 19240 5 eee © 9.62 eee 6 16.1 2000 0® 19240 7 0 2100 9.62 20202 8 20.9 2000 9.62 19240 9 22.5 1900 9.62 1 18278 10 24.2 1 2500 9.62 1 24050 All Piers # Depth (ft) Gage (psi) Area Force 1 20.9 2000 9.62 19240 2 11.5 1900 9.62 18278 3 12.1 2000 9.62 19240 4 12.3 2000 9.62 19240 5 16.8 1900 9.62 18278 6 16.1 2000 9.62 19240 7 21.3 2100 9.62 20202 8 20.9 2000 9.62 19240 9 22.5 1900 9.62 1 18278 10 24.2 1 2500 9.62 1 24050 Pressure vs Depth j0 500 1000 1500 2000 2500 3000 i 0 6 12 18 24 30 CITY OF Federal Way PERMIT #: Owner: THIS CARD IS TO REMAIN ON-SITE Construction Inspection Record INSPECTION REQUESTS: TS: (253) 835-3050 10401705 -00 -SF Address: 31211 16TH AVE SW SCOTT SAEDA FEDERAL WAY, WA 98023-5402 Scheduled inspections may be failed if third is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right, top to bottom). I.�'ase schedule inspections as appropriate. Work must not be covered until it is approved. (?h4k with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. Foundation Wall (4115) Approved to place concrete By Date .,Drainage/Downspout (4040) Approved to backfill By Date Plumbing Groundwork (4190) Approved to cover By Date M Precon Site Mtg (4400) Initial Erosion Control (4365) Footings/Setback (4110) Date Approved Floor Sheathing (4105) To be done prior to breaking ground Approved to place concrete By Date By Date By Date Foundation Wall (4115) Approved to place concrete By Date .,Drainage/Downspout (4040) Approved to backfill By Date Plumbing Groundwork (4190) Approved to cover By Date Mechanical Rough -in (4165) Approved By Date Interim Erosion Control (4370) Approved By Date Slab/Concrete Floor (4255) E] Underfloor Framing (4285) Date E] Floor Sheathing (4105) E] Approved to place concrete Approved Approved to sheath floor Date Approved to install flooring By Date By Date By Date E] Shear Walls (4245) Roof Sheathing (4220)E] Rough Plumbing (4230) Approved to install siding Approved to install roofing Approved By Date By Date By Date Mechanical Rough -in (4165) Approved By Date Interim Erosion Control (4370) Approved By Date Gas Piping (4125) Approved to release test By Date Prior to scheduling a Framing inspection; Electrical, Plumbing & Mechanical Rough -in and Fire/Draft Stop inspections must be signed -off and approved. IBC 109.3.4 Gypsum Wallboard Nailing (4130) Approved to install mud & tape By Date Final - Plumbing (4075) Approved 04, By.. Date ,-f Insulation (4150) Approved to install wallboard By Date E] Final - Mechanical (4065) Approved By Date Gas Piping (4125) Approved to release test By Date Prior to scheduling a Framing inspection; Electrical, Plumbing & Mechanical Rough -in and Fire/Draft Stop inspections must be signed -off and approved. IBC 109.3.4 Gypsum Wallboard Nailing (4130) Approved to install mud & tape By Date Final - Plumbing (4075) Approved 04, By.. Date ,-f El Fire/Draft Stops (4095) Approved $y Date E] Framing (4120) Approved to insulate By Date El Final Erosion Control (4375) Approved By Date E] Final - Building (4050) Approved By Date Rough Electrical Final Electrical Right of Way Approved El Approved 1:1Approved By Date By Date By Date R,� CITY °F4ERMIT Federal CEIV ED corn, ffYDEVEEAPCES 253-835-2607• FAX 253-835-2609 AP P LI CAT I O N rruolf J-11h1'au I'M APR 2 8 2010 W- l 0 / 77 a 5" SF M N FP IN Sr APR 2 8 2010 .t. �� .,f tis p a i1 SITE ADD3M pF�F ✓G UtKAL AY - SUITE/UNIT # ZONING ASSESSOR'S TA8/PARCE ,91 MA �L U - 5 D- Q�'7 I, NAME OF PROJECT (Tenant or Homeowner Name) BUILDING ❑ PLUMBING ❑ MECHANICAL TYPE OF PERMIT ❑ DEMOLITION ❑ ELECTRICAL ❑ ENGINEERING ❑ FIRE PREVENTION V 67k 3",QIJ2 JQL, s3d V T61LIJIi l G1 PROJECT DESCRIPTION Detailed description of work to = &—D be included on this permit only X41; c .. _ �. NAME PRIMARY PHONE d ) PROPERTY OWNER 0 tf& MAILING ADDRESS, CITY,TA , ZIP E-MAIL =J 1/-p - OWNER IS ALSO: CONTRACTOR APPLICANT PROJECT CONTACT NAME h PRIMARY PHONE O VI �. r 1 l / 2 3 MAUX40 ADDRESS, CITY, STATE, Z1P 0 7�dIry 1� FAX - 9/01 CONTRACTOR W STATE CONTRACTOR'S LICENSE # EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE # 6 -cam ILP 41 ZV a. 3 A PRIMARY PHONE APPLICANT MAILING ADDRESS, _CITY, S TE, (� Z ren A8 - D PROJECT CONTACTNAT h Y PHONE (1 00 aq� (The individual to receive and MAILING ADDRESS, CITY STATE, [P FAX Cilol respond to all correspondence this concerning application)i� S4Vuy-vv-)_ ALTERNATE CONTACT NAME: PRIMARY PHONE E -MAD. PROJECT FINANCING NAME OWNER -FINANCED Requiredfor projects with MAILING ADDRESS, CITY, STATE, ZIP PRIDtARY PHONE value of $5,000 or more (RCW 19.27.095) I certVy under penalty of perjury that I am the property owner or authorized agent of the property owner. I certify that to the best of my knowledge, the igformation submitted in support of this permit application is true and correct. I cert(fy that I will comply with all applicable City of Federal Way regulations pertaining to the work authorised by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city, but only where such claim arises out of the reliance of the city, including its o„0icers and employees, upon the accuracy of the irlforrrlation supplied tot this appl ation.SIGNATURE: ;ityasr,of DATE /�E J PRINT NAME JU Bulletin #100 -January 1, 2010 Page 1 of 4 k:\Handouts\Pennit Application idm Lem