The URL can be used to link to this page

BLD20100999.pdfSTATUS: ISSUED 5/16/2011 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 Expiration Date: 5/16/2012' _ Project Address: 9947 WATER ST, EDMONDS Parcel No: 27031300404700 LPROPERTYOWNER APPLICANT CONTRACTOR GLEN & DEBBIE READ DEBBIE & GLEN READ PACIFIC EMERALD HOMES, INC. 2123 NW 204TH ST 2123 NW 204TH ST SIGVE HELLEREN SHORELINE, WA 98177 SHORELINE, WA 98177- PO BOX 822 EDMONDS, WA 98020- ( ) - EXT: (206) 542-5653 Ext. (206) 920-2597 Ext. LICENSE #: PACIFEH090KZ EXP:8/23/2012 NEW SFR VALUATION: $616,530.40 PERMIT TYPE: Residential PERMIT GROUP: 64 - Single Family Residence GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: vb RETAINING WALL ROCKERY: N OCCUPANT GROUP: R3 OCCUPANT LOAD: FENCE: N 0 X 0 FT. CODE: 09 OTHER: N ----- OTHER DESC: ZONE: RS -12 NUMBER OF STORIES: 0 VESTED DATE: BER OF DWELLING UNITS: I LOT #: MENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 t BASEMENT: 1949 1 ST FLOOR: 3434 2ND FLOOR: 0 FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 13RD FLOOR: 0 GARAGE: 1239 DECK: 920 OTHER: 0 FRONTSETBACK SIDE SETBACK REAR SETBACK REQUIRED: S = 25' PROPOSED: 25' 1 REQUIRED: W = 10' PROPOSED: 25'+ REQUIRED: N = 25' PROPOSED: 25' HEIGHTALLOWED:25 PROPOSED:23.99 I REQUIRED: E= 10' PROPOSED: 20'+ SETBACK NOTES: Eaves shall not extend into minimum required setbacks by more than 30 inches. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THI APPLICATION NOT A PERMIT UNTIL SIGNED BY THE BUILpING OFFICIAL OR HIS/HER DEPUTY AND.,kL.L FEE$ ARE PAID. Ap Signature Print Name Datd Released By ''�� D e 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/ IBCI 10/ IRCI 10. = ONLINE = APPLICANT E�j ASSESSOR ® OTHER STATUS: ISSUED BLD2O1OO999 CONDITIONS • A landscape maintenance bond is required for the plants within the 30% native vegetation area; to be collected prior to final Planning Division inspection. • Chimney shall not exceed nine square feet in horizontal section or more than three feet in height for that portion above the 25 -foot height limit. • Residence is not permitted to contain an Accessory Dwelling Unit (ADU). • Separate Permit Required For: Automatic Fire Sprinkler System • Final occupancy/approval of this single family residence is subject to the completion of all required short plat conditions. Refer to short plat file #pin20090043. • Follow all recommendations of the geotechnical report by The Galli Group dated October 17, 2009, the addendum dated March 22, 2010, and all associated reports. • Lot line stakes must be in place at the time of foundation/setback inspection. • All new, extended, re -built or relocated electrical utility and/or service shall be placed underground. • Installer shall provide the manufacturer's installation, operating instructions, and a whole house ventilation system operation description. A label shall be affixed to the whole house timer control that reads "Whole House Ventilation" (see operating instructions). • Maximum Height 25 feet. The agent/contractor shall set up the equipment; establish the datum point and the point of average grade. Call for inspection to verify. These items must be consistent with the approved plan. If the proposed height of a building (as shown on the plans) is within 12 inches of the maximum height permitted for the zone an elevation survey is required. • Hose Bibbs (exterior faucets) are required to have a permanently affixed anti -siphon device installed. • Obtain Electrical Permit from State Department of Labor & Industries. 425-290-1309 • Gas pipe test must be observed by City Building Inspector, affidavits shall not be accepted. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. • Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. • Fences, gates, and arbors shall be located on private property. Property owner responsible for determining property lines. Fence shall not enclose or prevent access to any City maintained utilities. • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:OOam to 6:OOpm on weekdays and 10:00am and 6:OOpm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. • REQUIRED SPECIAL INSPECTIONS FOR THIS PROJECT: • 1) Excavation, grading, & site preparation • 2) Soil bearing verification • 3) Placement of fill & compaction • 4) Footing drain • 5) Temporary Erosion Control • 6) Final Erosion Control • 7) Site retaining wall/ rockery construction. • 8) General site monitoring • 9) Final letter from geotechnical engineer of record • 48 hours notice is required when requesting your FINAL Engineering Inspection. 425-771-0220, ext. 1326. • New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly visible from the street or road fronting the property. Addressmmbers shall be Arabic 0 numerals or alphabet letters. Numbers shall be legible from the public way, at least 4 inches high with a''/z inch min. stroke width on a contrasting background. • Call for locates of underground utilities prior to any excavation. • Maintain erosion & sedimentation control per city standards. • Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is caused by or occurs during the permitted project. • Owner/Contractor to provide Water Service Line asbuilt at final inspection. See City Standards for requirements. 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. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) I CALL FOR INSPECTIONS BUILDING 425) 771-0220 EXT. 1333 ENGINEERING 425) 771-0220 EXT. 1326 FIRE (425) 775-7720 PUBLIC WORKS 425) 771-0235 PRE-TREATMENT 425) 672-5755 RECYCLING 425) 275-4801 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 morning or afternoon. • E -Erosion Control/Mobilization • E -Storm Tightline • E -Storm Connect to Stub • E -Storm Detention System • E -Footing Drywell • E -Water Service Line • E -Driveway Form & Slope Ver. • E -Engineering Final • B -Setbacks • B -Footings • B -Foundation Wall • B -Foundation Drainage • B -Isolated Footings/Piers • B -Slab Insulation • B -Plumb Ground Work • B -First Floor Framing • B -Plumb Rough In • B -Gas Test/Pipe • B -Mechanical Rough In • 13 -Exterior Wall Sheathing • B -Roof Sheathing • B -Shear Nailing • B -Shower Pan • B -Height Verification • B -Framing • B -Wall Insulation/Caulk • 13-Insulation/Energy • B-Sheetrock Nail • B -Plumbing Final • B -Mechanical Final • B -Building Final • P -Planning Final O Z a 0 0 O cn a m W cc v w N y C CD C. 0 0 cn ��CD CSD 0 - CL o fD .Q CD r Cr (D. fQ 0 w Z v z Np m m _ �CO co � =m � 00 o z 0 0 W N n a --Ic 3 CD z z n O O G) O C � N � wor w ro N w O O O' O O 4 CO O O -06 CD v O O v N 0 3 CD N Q m n m z m Cl - Final Report Permit No. BLD201060999 '20io 0.5199 THE GALLI GROUP Geotechnical Consulting To: City of Edmonds Building Department 121 Fifth Ave N Edmonds, WA 98020 Attention: Patrick Lawler (Patrick.lawlergedmondswa.gov) Subject: FINAL GEOTECHNICAL INSPECTIONS REPORT Read Residence 9947 Water Street Edmonds, Washington Permit No. BLD201060999- 0Q49 TGG Project: 1567-2 Date: , April 1, 2013 The Galli Group performed special inspections for the above project. Our responsibilities included: 1. Excavation, grading, and site preparation The Galli Group (TGG) monitored initial excavation to verify stability of cuts and exposed soils 2. Soil Bearing verification TGG engineer verified soil bearing of 3000 psf (see field report. 7-22-2011) 3. Placement of Fill and Compaction No structural fill was placed under building foundation. Other material placement included drain rock, sand for pavers, wall backfill. We did not observe placement of these materials. 4. Footing Drain Subsurface drains were installed around building perimeter and through crawl near basement wall (see Field report 8-31-2011). Subdrains are tied into a dispersion trench south of catch basin at NW building comer per plan. 5. Temporary Erosion control. Contractor maintained erosion control during construction. 6. Final Erosion control. TGG visited site on 3-28-2013. Contractor had mulched planting beds; flatwork was completed; proposed lawn area was mulched but not planted. Site appeared stabilized against erosion. 5034 -18th Avenue NE, Seattle, WA 98105 - Phone: 206-525-5097 - Fax: 206-525-5091 FINAL GEOTECHNICAL INSPECTION REPORT Page 2 of 2 7. Site Retaining Wall/Rockery Construction No rockeries constructed on site. A short retaining wall was located at east side of property. TGG did not observe the construction of the wall. From conversation with owner/contractor we understand that the larger wall was constructed on the adjacent site to the east first. The shorter wall on the Read property was constructed later. 8. General Site Monitoring TGG periodically checked on the site during the wet season to verify that erosion control was working (2011-2012). BMP measures appeared to be functioning as intended. 9. Final letter from geotechnical engineer of record The construction was completed as of this date. The site has been adequately stabilized against future erosion. The above improvements were completed in accordance with the approved plans and in conformance with the TGG geotechnical report recommendations subject to the comments above. We have attached copies of our field reports and the geotechnical letter report for ease of review Sincerely, THE GALLI GROUP '� /I.._. Paul L. Stoltenberg, P.E. Project Geotechnical Engineer Attached: Copies of Field Reports (2 pages) 4-1-2013 FINAL GEOTECH REPORT BLD2010060999 2 The Galli Group Height Calculation Worksheet Date Z —Q--( Permit Number Q— � Address S Inspector Average Grade 3 ► :5,3 Max Height (25'4 -Ave.) , -I. sr - Actual Actual Height (A+B+C) ,f 7 ,? '( L. ,-7 SZ Q� _I -2- Y2 3 16, `�- Elevation of transit above Datum (B) -jde-� Datum �► S Z Elevation (A) Utemp/bui[ding/forms/height worksheet =(C )_16 SGTHE GLI Rup Geotechnical Consulting DAILY FIELD REPORT PROJECT 9fY 7 Z�AMEFc ; Sr/� T JOB NO. 1567 `3 BUILDING PERMIT OR JOB NO. -ZO (DOS - DATE FIELD REPRESENTATIVE • • • r .fir • � i f'r► �� ! t.. OBSERVATION NOTES: tD UCsta�,� fOJ�I TE? 1mgmn6rr�2�4_B�EdJ d c�/�-ALG is -Qty' /�Ys�.st�i.c,� .�2r�•� �2a/ ,125e,& -gr .S,_Owe, 7/5'��_e_ '//�4/ c^►/ylylcls/!��/ 01V .r.�LL CC: BY White - Job File, Yellow- Contractor, Pink - Client THE GA1,LIGAOUP - DAILY FIELD REPORT Geot" °kcal C�tng -q St !Z T JOB NO. PROJECT GQ ?D16- DATE 7- Z2- 2Bl/ BUILDING PERNIIT OR JOB NO. � FO,D RFPMENrATIVE CLENT/OWNER CONTRACTOR- CONSTRi; cnm OPERATIONS �as;c�' b,Q7Y+��✓ OBSERVATION NOTES: CC: The Galli Group 5034 18th Ave NE Seattle, WA 98105 206-525-5097 White - Job File. Yellow - Contractor, Pink - Client le EGG. THE GALLI GROUP Geotechnical Consulting To: City of Edmonds Building Department 121 Fifth Ave N Edmonds, WA 98020 Attention: Patrick Lawler (Patrick.lawler@edmondswa.aov) Final Report Permit No. BLD201060999 F&,p 2610 Subject: FINAL GEOTECHMCAL INSPECTIONS REPORT Read Residence 9947 Water Street Edmonds, Washington Permit No. BLD201060999 TGG Project: 1567-2 Date: April 1, 2013 The Galli Group performed special inspections for the above project. Our responsibilities included: 1. Excavation, grading, and site preparation The Galli Group (TGG) monitored initial excavation to verify stability of cuts and exposed soils 2. Soil Bearing verification TGG engineer verified soil bearing of 3000 psf (see field report. 7-22-2011) 3. Placement of Fill and Compaction No structural fill was placed under building foundation. Other material placement included drain rock, sand for pavers, wall backfill. We did not observe placement of these materials. 4. Footing Drain Subsurface drains were installed around building perimeter and through crawl near basement wall (see Field report 8-31-2011). Subdrains are tied into a dispersion trench south of catch basin at NW building comer per plan. 5. Temporary Erosion control. Contractor maintained erosion control during construction. 6. Final Erosion control. TGG visited site on 3-28-2013. Contractor had mulched planting beds; flatwork was completed; proposed lawn area was mulched but not planted. Site appeared stabilized against erosion. ' 5034-1P Avenue NE, Seattle, WA 98105 - Phone: 206-525-5097 - Fax: 206-525-5091 FINAL GEOTECHNICAL INSPECTION REPORT Page 2 of 2 7. Site Retaining Wall/Rockery Construction No rockeries constructed on site. A short retaining wall was located at east side of property. TGG did not observe the construction of the wall. From conversation with owner/contractor we understand that the larger wall was constructed on the adjacent site to the east first. The shorter wall on the Read property was constructed later. 8. General Site Monitoring TGG periodically checked on the site during the wet season to verify that erosion control was working (2011-2012). BMP measures appeared to be functioning as intended. 9. Final letter from geotechnical engineer of record The construction was completed as of this date. The site has been adequately stabilized against future erosion. The above improvements were completed in accordance with the approved plans and in conformance with the TGG geotechnical report recommendations subject to the comments above. We have attached copies of our field reports and the geotechnical letter report for ease of review. Sincerely, THE GALLI GROUP Paul L. Stoltenberg, P.E. Project Geotechnical Engineer Attached: Copies of Field Reports (2 pages) 4-1-2013 FINAL GEOTECH REPORT BLD2010060999 2 The Galli Group DAILY FIELD REPORT ceotaMical conwtti <!7 PROJECT ¢ ty= 2 T JOB NO. /✓�'�� `� B=ING PEUM OR JOB NO. FO - D REPMENrAM CLIFNT/OWNFR 42 CONTRACTOR CONSTRUCTION OPMAMONS OBSERVATION NOTM: CC. The Galli Group 503418th Ave NE Seattle, WA 98105 206-525-5097 White - Job File, Yellow - Contractor, Pink - Client l MG1H Gu GROUP Geotechnical Consulting DAILY FIELD REPORT PROJECT `S % l M-7-gQ S'r1a Age'r OB NO. BUILDING PERMIT OR JOB NO.... f4 �Q044S� DATE FIELD REPRESENTATIVE OBSERVATION NOTES: L Oro pnsVag" (ON ON A— L d �i �J'/.a� - — `b ✓ i i White - Job File, Yellow - Contractor, Pink - Client Inspection Comments PERMITTRAX BLD20100999 64 - Single Family Residence New Applied: 12/29/2010 Issued: 05/16/2011 Expires: 05/16/2013 Address: 9947 WATER ST, EDMONDS INSPECTION DATE INSPECTOR-'' ACTION' - 1001 - E -Erosion Control/Mobilization 07/15/2011 MCCONNELL COM Comment: J. Lambert also on site. Contractor to install filter sock in CB. TESC measures to be monitored and ajusted as needed throughout project. 1001 - E -Erosion Control/Mobilization 04/24/2013 LAMBERTJ CMP Comment: Final Approved 1013 - E -Storm Tightline 09/02/2011 ZULAUF COM Comment: ok-water test at final 1013 - E -Storm Tightline 10/10/2011 LAMBERTJ PAR Comment: Verfied connection and mudding from downspout at SW corner to CB 5 - Also verified connection and mudding of overflow line (from CB 5 to C131) - partial inspection of force line - verified connection of force line to CB5 1013 - E -Storm Tightline 10/11/2011 LAMBERTJ PAR Comment: OK to backfill - tightline from downspout at NE corner of house to CB 4 - verified connection and mudding - OK to backfill line from C134 to C133 and SE tightline to CB 4 - also inspected remainder of the force line and tightline to CB 2. 1013 - E -Storm Tightline 04/24/2013 LAMBERTJ CMP Comment: Final Approved 1014 - E -Storm Connect to Stub 10/06/2011 LAMBERTJ PAR Comment: J.McConnell on site - Verfied connection and mudding of storm from CB 1 to existing city CB 1014 - E -Storm Connect to Stub 04/24/2013 LAMBERTJ CMP Comment: Final Approved 1015 - E -Storm Detention System 10/06/2011 LAMBERTJ PAR Comment: J.McConnell on site - Verified connection, mudding, and slope of storm line from detention (CB2) to C61. 1015 - E -Storm Detention System 04/24/2013 LAMBERTJ CMP Comment: Final Approved 1018 - E -Footing Drywell 10/10/2011 LAMBERTJ COM Comment: Need Geotech approval for footing drain drywell 1018 - E -Footing Drywell 04/24/2013 LAMBERTJ CMP Comment: Geotech Approved 1034 - E -Water Service Line 10/06/2011 MCCONNELL PAR Comment: OK to backfill - tracer wire in place - not connected or grounded at house or meter 1034 - E -Water Service Line 01/31/2012 LAMBERTJ CMP Comment: Verified connection to house and meter - tracer wire grounded at both - OK to backfill 1044 - E -Driveway Form & Slope Ver. 04/24/2013 LAMBERTJ CMP Comment: Final Approved 4/29/2013 8:24:41 AM Page 1 of 4 ;INSPECTION J DATE INSPECTOR ACTION 1054 - E-Retaining Wall Drainage 06/08/2012 ZULAUF CMP Comment: drainage pipe installed 1056 - B-Retaining Walls 05/30/2012 LAWLER PAR Comment: Footings 1056 - B-Retaining Walls ., 06/04/2012 LAWLER CMP Comment: Walls 1077 - E-Engineering Final 05/10/2011 MCCONNELL COM Comment: Final approval of this single family residence is subject to completion of all required short plat requirements. 1077 - E-Engineering Final 03/26/2013 MCCONNELL COR Comment: Correction notice attached. Jl-ambert also on site. 1077 - E-Engineering Final 04/17/2013 SIBREL COM Comment: Okay. 1077 - E-Engineering Final 04/24/2013 LAMBERTJ COM Comment: Will complete final inspection once planning has signed off - need to make sure that the western garage door does not have a driveway leading to it (suppose to have plantings in front). 1077 - E-Engineering Final 04/29/2013 MCCONNELL CMP Comment: Corrections complete - okay to final. 1104 - B-Hydronic Piping Test 04/03/2013 LAWLER CMP Comment: 1106 - B-Setbacks 05/17/2012 LAWLER CMP Comment: by survey 1108 - B-Footings 08/02/2011 STEINIKE CMP Comment: 1110 - B-Foundation Wall 08/16/2011 STEINIKE CMP Comment: 1112 - B-Foundation Drainage 09/01/2011 STEINIKE CMP Comment: Test report number #1. 1114 - B-Isolated Footings/Piers 10/28/2011 STEINIKE CMP Comment: 1118 - B-Slab Insulation 09/26/2011 STEINIKE CMP Comment: 1120 - B-Plumb Ground Work 09/08/2011 STEINIKE CMP Comment: 1122 - B-First Floor Framing 04/09/2012 LAWLER CMP Comment: 1126 - B-Plumb Rough In 02/02/2012 LAWLER CMP Comment: 4/29/2013 8:24:41 AM Page 2 of 4 INSPECTION DATE INSPECTOR ACTION. 1128 - B -Gas Test/Pipe 03/13/2012 LAWLER CMP Comment: 20psi 1130 - B -Mechanical Rough In 04/09/2012 LAWLER CMP Comment: 1132 - B -Exterior Wall Sheathing 12/21/2011 LAWLER CMP Comment: 1133 - B -Roof Sheathing 12/13/2011 LAWLER CMP Comment: 1135 - B -Geotechnical final letter 04/03/2013 LAWLER CMP Comment: 1136 - B -Shear Nailing 04/09/2012 LAWLER CMP Comment: 1140 - B -Height Verification 12/08/2011 LAWLER CMP Comment: 1142 - B -Framing 04/04/2012 LAWLER COR Comment: Connect all interior shearwalls to floor and roof diaphragms above, okay to insulate. 1142 - B -Framing 04/09/2012 LAWLER CMP Comment: 1144 - B -Wall Insulation/Caulk 05/16/2012 LAWLER CMP Comment: Including floors and vaults 1146 - B-Insulation/Energy 05/11/2012 LAWLER COR Comment: Broken gun, no activity 1146 - B-Insulation/Energy 05/14/2012 LAWLER PAR Comment: Observed insulation contractor starting ceiling with closed cell product 1146 - B-Insulation/Energy 05/16/2012 LAWLER COR Comment: need to tent fire sprinkler piping 1146 - B-Insulation/Energy 05/17/2012 LAWLER COR Comment: Remove insulation covering fire sprinkler piping at vaulted ceilings 1146 - B-Insulation/Energy 04/16/2013 LAWLER CMP Comment: 1150 - B-Sheetrock Nail 05/25/2012 LAWLER CMP Comment: Fire sprinkler rear lower room? 1158 - B -Building Final 03/27/2013 LAWLER COR Comment: see corrections 1158 - B -Building Final 04/16/2013 LAWLER COR Comment: All building inspections approved, need to have engineering, and planning final approvals prior to issuance of certificate of occupancy 1158 - B -Building Final 04/26/2013 LAWLER CMP Comment: 4/29/2013 8:24:41 AM Page 3 of 4 INSPECTION _ _ _ _ DATE INSPECTORACTION � 1985 - F -Fire Final 03/14/2013 SMITHM CMP Comment: APPROVED 2000 - P -Planning Final 04/06/2011 MACHUGA COM Comment: Planning Division needs to inspect the landscaping within the 30% native vegetation area and collect a 3 -year maintenance bond. 2000 - P -Planning Final 04/17/2013 MACHUGA COM Comment: Conducted initial landscaping inspection on 4/17/13. Talked to Mr. Read and landscaper in field. Landscaper's plans were different than the city approved set. Told Mr. Read that he needs to submit a revision if he wants to make changes. Sent email to Mr. Read confirming this on 4/17/13. 2000 - P -Planning Final 04/25/2013 MACHUGA CMP Comment: Landscape plan revision was approved on 4/22/13. Conducted final inspection of landscaping on 4/25/13 and signed off on inspection. 4/29/2013 8:24:41 AM Page 4 of 4 ,F b-28 11 02:46p Le Ann Helleren 4257743384 P.1 A OF E D'.vo SPECIAL INSPECTION AND 7I ESTING AGREEMENT <� FJ(. 1890 Permit #: ao,<o- o 9 4 9 Project: r Prior to issuance of a pernrit, this forty, must be completed in its entirety and returned to the Cit}r for approval. The completed form must have signatures of acknoivledLwrent by all parties. DUTIES AND RESPONS)0BII,ITIEt:. Special Inspection Tirm and Snt°Cial Inspectors- The Special Inspection firm of 7;cIle G441,1 �G`�� will Pei -form specia] inspection for the following types of work (separate forms must be subr_utted if more than one farm is to be employed): ❑ Reinforced Concrete ❑ Bolting in Concrete ❑ Prestressed Concrete ❑ Shotcrete ❑ Structural Masonry ❑ Structural Steel/Welding ❑ High Strength Bolting ❑ Spray applied Fire,: roofing ❑ Smoke Control Sy; :ems ❑ Lateral Wood ❑ Structural ObservaCon ,tai Grading/soils Q Other ❑ Other All individual inspectors to be employed on this project will be WABO certified for the type of worlc they zre to inspect. If inspection is for work that is not covered by the WABO categorez". or the inspector is not WABO ccrtified, a detailed ressiime of the inspector and firm must be submitted. The resume must show flat the inspector and the firm are qualified by education and experience to perform tl z work and testing required by the project design and specifications. The work shall be inspected for conformance with the pians and specification:: approved by the City. Revisions and addenda sheets will not be used for inspection, unless they have been app,•oved by the City. inspection records shall include: A daily record to be maintained on site, itemizing the inspections performed . . ,Any nonconforming work shall be brought to the immediate attention of the contractor for resolution. o A weekly report shall be submitted to the City; detailing the inspections and .testing performed, listing any nonconforming work and resolution of nonconforming items. o A final report shall be submitted to the building department prior to thh:I Certificate of Occupancy being issued. This report wrilI indicate that inspection and testing was compl:.ted in conformance with the approved plans, specifications and approved revisions or addenda. An': unresolved discrepancies must be detailed in the final report. I •1H J1Ainv Nn.. 3;ntA.r 70I O1Fnrrnc'.Cvr.:a) ir..tnartinr. fntm dura AC+�/)(rt q R E S U B —IT 17c°' MAR 2 3 2011 BUILDING DEPARc—MENT CITY OR EbMONDS Feb 28 11 02:46p Le Finn Helleren 4257743384 p.2 Contractor: 1'he contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plan and specifications must be made available, at the jobsite for the use of the special inspector and the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by all parties. The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work -covered until approval is given by the City inspector. Buildin& Department: The building department shall review any revisions and addenda. The City i::Ispector will rnonitor the special inspection functions for compliance with the agreement and the approved phi ns. The City b Spector shall be responsible fo:r approving various stages of construction to be covered and fc:: work to proceed. Design Professionals: The architect and/or engineer will clearly indicate on the plans and specificat::ons the specific types of special. inspection required. and shall include a schedule for inspection and testing. ':lie architect and/or engineer will coordinate their revision and addenda process in such a way as to insure that all required City approvals arc obtained, prior to work shown on the revisions being performed in the field. Owner- -The project owner, or the architect or engineer acting as the owners agent, shAl employ the special inspector or agency. ENFORCEMENT A failure of the special inspector or firm to perform in keeping with the requh-ernents of the IBC, the approved plans and this document, may void this agreement and the Building Official's apprwval of the special inspector. In such a case a new special inspector and/or firm would need to be proposed :for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project until nonconforming items have been, resoli-'ed. I have read and agree to comply with the terms and conditions o�is a eement. Owner: Signature Date Contractor:gn — � �.' i aiure� Arch./Eng: j' Signature Date: Special Insp.�4t/G. tj?r�Z?e�/i�S�Q Signature, �� Z--2ritf Date: ACCEPTED FOR THE CITY OF EDMONDS BUILDING DEPT. q By: Date: T •1Ri �it.l:nn Nev. Tnfriar Irll 111Fn*mc1Cn►rial in—tine torn Ark -.i nn.inoi n Eos, City of Edmonds O - U� N _r r PLAN REVIEW COMMENTS BUILDING DIVISION Fsg90 (425) 771-0220 DATE: 1/27/2011 TO: Glen and Debbie Read 2123 NW 204`h St Shoreline, WA 98177 RE: Plan Check: BLD20100999 Project: SFR Project Address: 9947 Water St During review of the plans for the above noted project, it was found that the following information, clarifications or changes are needed. Please provide written responses as to where the changes can be found on the plans, and submit revised plans/documents to a Permit Coordinator. 1. Complete the attached city "Special Inspection and Testing Agreement". 2. Architect to stamp and sign plans, or remove references to architect from plans. Designer/architect appears in some notes, e.g. general notes #5/A1.1. State law requires the design professional to stamp and sign all public submittals. 3. Smoke alarm missing in bedroom #3. 4. Note that outside combustion air and tight fitting doors are required on indoor fireplaces. 5. Provide door specifications on accordion type doors separating indoor great room from outdoor great room. 6. Indicate safety glazing locations, e.g. master soaking tub and guest suite glazing within 24" of man door of guest suite. 7. Indicate minimum tread width at walkline at radiused stairs. 8. Detail 23/D-10 incorrectly shows the 10" minimum tread measurement from tread kick plate surface to leading edge of nosing, instead of the correct leading edge to leading edge. 9. Minimum 2" clearance to framing at the masonry fireplace detail. 10. Engineer of record: Justify with calculations the 32" lag bolt spacing for the proposed ledger attachment detail U/S2 (for withdrawal) 11. Provide details/notes for geotechnical report requirements on plans: a. Slab on grade rebar size and spacing and subgrade requirements. b. 10 mil. s.o.g. vapor barrier. c. Footing drain detail and termination location. 12. Provide whole house ventilation calculations per M1508, and identify the means of complying with this section. Pat Lawler, CBO RESUB. Plans Examiner/Building Inspector MAR 23 2011 425 7710220 x1703 BUILDING DEPAR- AAENT CITY OF EbAAONDS