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20070206093508.pdfov Eoo City of Edmonds PLAN REVIEW COMMENTS �BUILDING DIVISION �Sr, ta9° (425) 771-0220 DATE: February 6, 2007 TO: Ann Sager pbarch@earthlink.net FROM: Jenny Readwin, Plans Examine RE: Plan Check # 2007-0095 Project: Cover over existing Porch Project Address: 9010 180' PL SW During review of the above noted application, it was found that the following information, corrections, or clarifications are needed. Please redline plans or submit two (2) sets of revised plans/documents (affected sheets only) with a written response to each of the items below to a Permit Coordinator. 1) Please see enclosed sample site plan for minimum submittal requirements for site plans. Please add all applicable information to plans (i.e. topography, property dimensions, setbacks, top of slope, topography, easements, etc.). See also enclosed copy of approved site plan from original house permit. Please clearly show 10' sewer easement and note no structures are permitted within this easement. 2) Because a Geotech report was done on this property with the construction of the SFR a few years ago a separate or supplemental Geotech report will not be required, however special inspection for Soil bearing will be required by a Washington State Licensed Professional Geotechnical Engineer. Complete the enclosed special inspection agreement signed by the owner, the general contractor and the special inspector and submit to the City for approval prior to issuance. • Soil Bearing Verification 'roperty Owner Name 'roperty Address 'ax Account Parcel # #B57 SAMPLE PLOT PLAN Scale: 1 "=20' +108 +109 iMPERV1 US SURFACE CALCS (SOLID SURFACES) +106 Exist. Building Roof Outline: 2200 sf (constr. in 1962) 3xisting Covered Porch: 75 sf (constructed in 1962) +104 Existing Driveway: 610 sf. (constructed in 1987) +102 Existing Patio: 200 sf. (constructed in 1985) +100 ?reposed Addition: 440 sf. 'reposed Garage: 500 sf 'roposed Heck: 90 sf HEIGHT CALCS %.=+99' 3 = +107' _ +100' +105, AVE GRADE =102.75' ILCTUAL =123' VIAXIMUM= 127.75' ti — — — — — ' t 4 �r4 se&Deck, t — — _-- ' 'm sq Tt *9911 -•107 - I - I Existing Rockery I , x - I 'ell I Existing 4es� a LOT COVERAGE: 25 0" Existingg " I _ 3515 SQ.FT. (26%) concree Residence xE�e tr Patiol 2000 sq.ft. ... .��; LOT AREA: 13,527 SQ -FT - LOT SLOPE: 11% CV I I I n J • L- �„- - Covered Porch Existing14 �N .. —'-'_-_ Grade Confoars 110I.-,- 1 wa " oof, C x-100' • ..... �.. - . � .. I . �� : � ,�� �,z� _ luo L-1 - - - - -- -- I , ! Existing N �! Asphalt I . Property Line Driveway g Slope 6% x r 100' 1=H Water Meter 0 rj MAIN STREET Telephone Pole DATUM PT. +1001 Center of Right -of -Way ss Top of SS Manhole Cover L:ltempkbuiiding\handout\additicniplot.vsd 7104 ATTACHMENT A PLOT/SITE PLAN CHECKLIST ❑ Property owner's name, street address and Snohomish County Tax Parcel Number. ❑ North arrow designation and all Plot/Site Plans scaled at 1 "=20'. ❑ Streets, approaches, driveways, sidewalks, alleys, easements (public and private), paved or graveled areas, street dedications and adjacent City right-of-way (developed or undeveloped). Show dimensions (width and length) of each feature. ❑ Side sewer stub out at property line, existing or proposed sewer line, existing or proposed water meter location and water service line, all other site utilities (existing or proposed), i.e., gas, cable, power, phone, fire hydrant, telephone pole, utility transformers, etc. Cl Existing physical features and water courses of any size (i.e., streams creeks, ponds, culverts, ditches, drainage courses, etc_)_ ❑ Grade elevations at the four corners of the property. Topographic grade changes at every two foot interval. Calculate lot slope and maximum driveway slope. U Impervious surface calculations_ (Refer to separate Storm Drainage Handout E72). ❑ Dimension all existing and proposed buildings and structures; show setback distances to property lines; include accessory structures and projections/cantilevered structures, bay windows; decks, porches, hot tubs, pools, chimneys, roof overhangs, eave lines, breezeways, patios, sheds, pool mechanical rooms, walkways, driveways, fences, etc. ❑ Lot area and lot coverage calculations. Retaining wall or rockery location(s) with typical section detail_ (Refer to separate Rockery and .Retaining Wall Handouts #B62 & #B63), include top and bottom elevation every 5 feet. ❑ Building height calculations. Show smallest box/rectangle encompassing all four corners of the building, average .grade, actual height, lowest footing elevation, and maximum allowed height (See Handout #B41). Datum point must be located off-site (i.e., top of sewer manhole lid, top of fire hydrant, etc.) and must be a fixed point of reference that will not change during the construction project. It is the owner/applicant's responsibility to submit a true and accurate plot/site plan to the City for review. LATEMPTUiLDINGVIANDOUT ICODESIPLOTPLANCKLST B57.doc Revised 10/05 o{I d 4 I k N I t L LL- U) S2 k I II O � _ �c � r I^ c Nr'Luc a CL aI� 9 u o�`S� I =� I ua k R� Fu 5V-O"l jlot a mo 0 to ,f- / s � F W O Q oM G I 0'D Nr x G = I Iapdoa3 Ory — � oL aoCi •rii37y�Pi>J k I i / -�� i a3dWvJF� `� k Ifl r I i I ii 3I 'Al tftU IJ 3 O U.1 FnP R�� r,� � I ❑ _ I❑ � I �I/ _� li � - =ff %L10. IAS S I I 1 �i k 5:w ZLU e I I I I 1pii6`� W I J L1 A 1014i d) LLI F IN E-1 I/ I AJ � t a Lu �I `I v _� _ t ww u+ sss�►►►111IUl 4 � It CITY OF EDMONDS SPECIAL INSPECTION AND TESTING AGREEMENT The project of Cl o10 `8� PL "- � issued under building permit number requires special inspection and/or testing per IBC Chapter 17. The complete list of special inspections is attached to this document. BEFORE A PERMIT CAN BE ISSUED: The owner and contractor and special inspector shall complete this agreement and the attached structural test(s) and inspections schedule including the required acknowledgements. APPROVAL OF SPECIAL INSPECTORS: Each special inspector shall be approved by the Building Official prior to performing any duties or inspections. Each special inspector shall submit Statement of Qualifications to the Building Official for review. Special inspectors shall display identification when performing special inspections on site. Special inspection and testing shall meet the minimum requirements of IBC Chapter 17 and the following: A. Duties and Responsibilities of the Special Inspector 1. Observe Work The special inspector shall observe the site work for conformance with the approved (stamped) plans and specifications and applicable workmanship provisions of the IBC. Architect or Engineer reviewed shop drawings may be used only as an aid to inspection. Special Inspections are to be performed on a continuous basis—meaning that the special inspector is on site at all times observing the work requiring special inspection. Periodic inspections, if any, must have prior approval by the City based on a separate written plan reviewed and approved. by the Building Official and the engineer or architect of record. 2. Report Non -conforming Items The special inspector shall bring non -conforming items to the immediate. attention of the contractor and note all such items in the daily field report. Any item not resolved in a timely manner shall be immediate cause of the special inspector to notify the Building Official of the plan deviation, error, change or omission. It shall also be the duty of the special inspector to promptly notify the engineer or architect. 3. Complete Daily Reports Each special inspector shall complete and sign both the special inspection record and the daily report form for each day's inspection. These records shall remain at the jobsite with the contractor for review by the City Building Inspector. 4. Furnish Weekly Reports The special inspector or inspection agency shall furnish the City with weekly reports of tests and inspections. The project engineer or architect, and others as designated shall also be copied on reports. Weekly reports ;oust include the following: • Description of daily inspections and tests made with applicable locations • List of all non -conforming items • Report on status of non -conforming items (resolved or unresolved) • Itemized changes authorized by the Architect, Engineer and City if not included in non- conformance items. S. Furnish Final Construction Report The special inspector or inspection agency shall submit a final signed report to the City stating that all items requiring special inspection and testing were fulfilled and reported. And, to the best of L:ITEMPIBUJLDING1SpecialInspectionAgreementlBC_doe 7104 his/her knowledge the project is in conformance with the approved plans and specifications, approved change orders and the applicable workmanship provisions of the IBC. Items not in conformance or unresolved items or any discrepancies in inspection coverage, (i.e., missed inspections, periodic inspection when continuous inspections were required, etc.) shall be specifically itemized in this report. B. Contractor Responsibilities 1. Notify the Special Inspector It is the duty of the contractor to notify the special inspector when work is ready for special inspection. Note, the items listed on the attached schedule and as noted on the approved plans and specifications are required to have special inspections. Adequate notice shall be provided by the contractor so that the special inspector has time to become familiar with the project. 2. Provide Access to Approved Plans The contractor is responsible for providing the special inspector access to approved plans at:the jobsite. 3. Retain Special Inspection Records The contractor is responsible to retain at the jobsite all special inspection records submitted by the special inspector. These records are to be provided to the City building inspector upon request. C. City of Edmonds Building Department Responsibilities 1. Approve special inspectors or inspection agencies The building department shall approve all special inspectors and special inspection requirements. 2. Monitor special inspection and approve weekly reports Work requiring special inspection and the performance of special inspectors shall be monitored by the City Building Inspector. His/Her approval must be obtained prior to placement of concrete or other similar activities in addition to that of the special inspector. 3. Issue Certificate of Occupancy The Building Official may issue a Certificate of Occupancy after all weekly special inspection reports including the final report have been submitted and accepted. D. Owner Responsibilities The project owner or the engineer or architect of record acting as the owner's agent shall fund special inspection services. E. EnZineer or Architect of Record Responsibilities The engineer or architect of record shall include special inspection requirements on the plans and specifications. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner Date Special Inspector Date General Contractor Date City Building Official Date L:ITEMPIBUJLDINGISpeciallnspectionAgreementlBC.doc 7104 SPECIAL INSPECTION AND TESTING SCHEDULE O NAME RL SW BUtt,pArGI'DtMITNp - _ PROJFCFtADDPESS .. / A ENCY.arSPECtALDMECTOR -. REINFORCED CONCRETE, GUNITE, GROUT AND MORTAR: STRUCTURAL STEEi LIWELDING: Concrete Gnaite Groot Mortar — Sample and Test {list specific members below) An -gate Tests — Shop Material )densification Reinfoming Tests - Welding htsp =on Q Shop ❑ Fttd Mix Designs — Ultrasonic Inspection ©Shop O Feld Reinforcing Placement — high strength Bolting Ditch Plant Inspection Inspection 0 SbT 0 Field irupect Placing D A325 Cast Samples D A490 ON ❑ x O F Pick-up Samples T Metal Deck. Welding hispeetion I Comprtasion Tests — Reinforcing Steel Welding inspection — Metal Stud Welding Inspection PRECAST/PRESTRESSED CONCRETE: Concrete Insert Welding Inspection am Tests Reinforting Tesu Tendon Tests Ma- Designs Insert Placement Concrete Placement Installation Instoctii Tests MASONRY: — Special Inspection Stresses Used — Prtlimmary Acceptance Tests fMasoltry Units. Wall Prisms) ' — Subsequent Tests (Mortar. Grout, Field Wall Prisms) — Placement inspection of Units ADDITIONAL INSTRUCTIONS OR OTHER TESTS FIREPROOFING. — Placemrent Inspection — Density Tests - Tbiekmess Tests — Inspect $etching INSULATING CONCRETE: _____ Sample and Test — Placement Inspection — Unit Weights FILL MATERIAL- - Acceptance Tests Placement Inspection — Fuld Density. STRUCTURAL WOOD: — Shear Wall Nailing Inspection. — Inspection of Glu -lam Fib. — Inspection of Truss lois Fab. — Sample and Test Components Fmmcompletrd by: Title. Telephone No.. Date.