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20060829112710.pdfo� EgoA City of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION ESQ 6g9° (425)771-0220 DATE: August 29, 2006 TO: James Crouse jamescrouse@hotmail.com FROM: Jenny Readwin, Plans Exami e RE: Plan Check # 2006-0941 Project: Crouse Addition Project Address: 22307 97" Ave W. 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) Specify on the site plan what portion of the fire hydrant is the datum point (i.e. top? base?). 2) Specify on the site pian if the deck is existing or proposed. Also label shed. If deck is proposed specify if it is more than 30" above grade and if so provide complete framing plans. 3) Provide complete roof framing plan including alterations to existing roof framing shown in section A/2 to verify spans and how all loads are being carried to bearing. 4) 2x8 floor joists in the pantry will not accommodate R30 minimum required floor insulation. Upgrade to 2x10 or provide rigid insulation. 5) Detail 2/3 calls out a 2x8 ledger board. It doesn't appear that a ledger will be required here for sleeper joists. Please clarify if this is a rim joist or if truly ledger please specify bolt size and spacing and what it is connected to. 6) Foundation plan specifies 2x10 ledger with bolts and epoxy into the new foundation. This connection is non -conventional provide top flange hangers, set joist on top of foundation wall or provide calculations stamped and signed by a Washington State Licensed Professional Engineer for ledger connection (size, spacing and embedment) to foundation wall. 7) Special inspections are required for the following. 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. • Epoxy Installation CITY OF EDMONDS SPECIAL INSPECTION AND TESTING AGREEMENT The project at pmt " ` CA -IV W 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 must 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:\TEMPIBUILDING\SpeciallnspectionAgreementlBC.doc 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. Engineer 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:ITEMPIBUILDINGISpecialInspectionAgreeanentlBC.doe 7104 SPECIAL INSPECTION AND TESTING SCHEDULE . MMEC17NAME - Si/RDtN(:P&RMIT No_ aoARC L�.) - . - - - PRQIECrAMPM AGENCrcrSPFCiALPMECTOR REINFORCED CONCRETE, GUNITE, GROUT AND MORTAR: STRUCT[iRAL STEEL/WELDING: Concrete Ganite Groat Mortar — Sample and Test (list specific members below) Aggregate Trus — Shop Material Identiiircation Ranfarting.Tesu — Welding Inspection D Shop O Feld Mix Designs — Ultmsonic Inspection o SbW D Feld Reinforcing placement _._- High-strength Bolting Batch Plant Inspection Inspection ❑ Shop O Fein Inspect Placing D A325 N ©x . D F Cast Samples D A490 Pick-up Samples T Metal Deck Welding Inspection Compression Tests — Reinforcing Steel Welding inspection Metal Stud Welding Inspection PRECAST/PRFSTRESSED CONCRETE: — Concrete Insert Welding Inspection Piles Post-Teas Pre-Tens Cladding A Tests FIREPROOFING: itunforcing Tests — Placernertt Inspection Tendon Tests — Density Tats Mux Designs _ Thickness Tests Reinforcing Placement — Inspect Batching Insert Placemern Concrete Batching INSULATING CONCRETE: Concrete Placement — Sample and Test Insullation Insepction — placement Inspection Cast Samples — Unit Weights Pick-up Samples Compression Tests FILL MATERIAL: MASONRY: --- AccWance Tests Placement Inspection — Special Inspection Stresscs Used — Field Density — Preliminary Acceptance Tests (Masoury Units. Wall Prisms) — Subsequent Tats (Mortar. Grout, Field Wdq.Prisrus) STRUCTURAL WOOD-- - OOD.— Placement Inspection of Units — Shear Wall Nailing Inspection. — Inspection of Glu-learn Fab. — Inspection of Truss Joist Fab. ADDITIONAL INSTRUCTIONS OR OTHER TESTS — Sample and Tut Components AND INSPECTIONS: t Forrtrcorrrpleted by. Title; Telephone No.: Date.