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20060726120213.pdfDATE: July 26, 2006 City of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION (425) 771-0220 TO: Estyn Gross Fax(425)673-9841 FROM: Jenny Readwin, Plans Exami RE: Plan Check # 2006-0804 Project: Spiess Addition Project Address: 9401215' St 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) I was unable to locate permits for the existing deck with cover. Provide copies of valid building permits or submit a new application with complete.framing plans for deck and cover (see attached deck handout). It also does not appear to meet current zoning setbacks. Contact the planning department for minimum setback requirements. 2) Label on the site plan if the retaining walls are existing or proposed. 3) New site plan submitted 7124106 is missing some information off the original site plan submitted 7/3/06 (i.e. height calculations, datum point, roof overhangs, North arrow, etc.). Please add this information to the drawings. 4) Provide a complete floor plan for the new addition including all uses of space (i.e. bedroom, living room, etc.). 5) Show 158 cfin whole house fan on the floor plan. 6) Show location of smoke detector(s) on existing floor plan. 7) Detail AIS 1 on the structural plans says it is not used but it is called out on the plan. Please either add detail to plans or remove reference. 8) On the structural plans (shear wall and roof framing) there is a small truss drawing. Please provide larger scale detail so it is legible and clarify where this occurs. Also provide calculations to justify because this is non -conventional construction. 9) Provide calculations for truss in detail B/S 1. 10) Roof framing plan specifies 24" o.c. Please clarify on the plans what is to be 24" o.c. (i.e. trusses). 11) 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 • Field welding CITY OF EDMONDS SPECIAL INSPECTION AND TESTING AGREEMENT The project at q LkA a (5fh issued under building permit number requires special inspection and/or testing per TBC 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 I. 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: 0 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:ITEMPIBUILDING1SpeciallnspectionAgreementIBC_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 X _ 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 Special Inspector General Contractor City Building Official L:ITEMPIBUILDING\SpeciallnspectionAgreementIBC.doc 7/04 Date Date Date Date SPECIAL INSPECTION AND TESTING SCHEDULE P Lr DIBU>LtyR7(it'fRitrridQ PRQJECr ADDRESS A(MOC't.-9 SPECIAL INSPECJpR REINFORCED CONCRETE, GUNITE, GROUT AND MORTAR: STRUCTURAL STEEL/WELDING: CoDarete Gua to Grout Mortar — Sample and Test (kiss specific metttbcrs be Aggregate Tests — Shop Material Identification Reinforcing Tests — W-kyng Inspection _] Shop O f idd Mix Designs — Uhrisonic Inspection D Sbop ©Meld ReinforCmg Placement _ High-strength Bolting Batch Plant Inspection Inspection O Shur Ci Field Inspect Placing D A325 DN Ox OF Cast Samples D A490 Picks -up Samples — Metal Deck Welding Inspection Compression Tests — Reinforcing Steel Welding Inspection 4 — Metal Stud Welding Inspection PRECAST/PRESTRESSED CONCRETE: — Concrete. Insert welding Inspection rttes host-iem rrL Tem Cladding Aggregatc3csts Reinforcing Tests Tendon Tests Mix r csians Reinforcing Placement Insert Placement Concrete Batching Concrete Placement Installation Insepction Cast Samples Pick-up Samples Compression Tests MASONRY _ Special Inspection Stresses Used — Preliminary Acceptance Tests (Masonry Units. Walt Prisms) _ Subsequent Tests (Mortar. Grout, Field Wall Prisms) — Placementinspectlon of Units ADDITIONAL INSTRUCTIONS OR OTHER TESTS AND INSPECTIONS: FIREMOOFING: — Placement Inspection —1xMity Tests Thickness Tests — Inspect Batching INSULATING CONCRETE: — Sample and Test — Placement Inspection — Unit Weights FILL MATERIAL: — Acceptance Tests — Placement Inspection — Field Density STRUCTURAL WOOD: — Sbear Wall Mailing Inspection — Inspection of Gln -lam Fib. Inspection of Truss Joist Fab_ ,—.. Sample and Test Components Form completed by: Title: Telephone No.: Date: #B21 city of edmonds development information - Inc. 1 890 Deck Permit Submittal Requirements PERMIT REQUIRED: A permit is required for the construction, repair, replacement, relocation, addition or alteration of decks that are greater than 30 inches above finished grade. EXEMPTED WORK: Uncovered decks, platforms and walkways not more than 30" above grade are exempt from permit requirements provided the property is not located in a designated critical area. Contact the Planning Division for setback requirements for all zoning districts. CODES: International Building (IBC) and International Residential (IRC) Code (2003 Edition) Edmonds Community Development Code Chapter 16 FEE: Based on square footage SUBMITTAL REQUIREMENTS: 1. Critical Areas Determination, issued by the Planning Division (See Handout #P20) 2. Plot Plan - Three (3) copies, scaled 1"=20' (Dne (1) of the three plot plans must be no larger than 81/2" x 14" See Attachment A) 3. Working Drawings - Two (2) complete sets with the following: a) Framing & Foundation Plan b) Section & Elevation View c) Construction Details d) Miscellaneous Information 4. Smoke Alarm Requirement LATemp1BUILDINGIHANDOUT ICODESIDECK B2 _DOC Revised 7/04 PERMIT SUBMITTAL RE UIREMENTS 1. CRITICAL AREAS CHECKLIST DETERMINATION (See Handout #P20) A Critical Areas Determination, issued by the Planning Division, must be completed and on file with the City. Provide applicable information as indicated by the decision. 2. PLOT PLAN ( See Attachment A) Three (3) copies, scaled 1 —20', one (1) of the three plot plans ;trust be no larer than 8"/z" x 14" with the following: 1) Property owner's name, tax account parcel number and street address. 2) North arrow designation, Scale 1"= 20' and property line dimensions. 3) Streets, approaches, driveways, sidewalks, alleys, easements (public and private), street dedications and adjacent City right-of-way (developed or undeveloped). 4) Existing physical features and water courses of any size (i.e., streams, creeks, ponds, ditches, etc.)_ 5) Dimension the house and proposed deck and indicate setback distances to property lines. 3. WORKING DRAWINGS Two (2) copies of working drawings scaled %"=1', with the following plan details: A. FRAMING & FOUNDATION PLAN (See Attachment B) 1) Dimension existing and proposed deck_ 2) Footing size and thickness (i.e. 18"x18"x12" deep). 3) Joist size, species, span, spacing and direction. 4) Decking size, span and direction. 5) Post location, species, size and spacing_ 6) Beam size, species, span and spacing (submit beam calculations). 7) Indicate the species and grade of all lumber. 8) Dimension required landings at the top and bottom of stairs. B. SECTION & ELEVATION VIEW {See Attachment C) 1) Footing detail for posts. 2) Guard detail (a guard is required to protect falls greater than 30", openings in the guard must be spaced such that a 4" sphere may not pass through, minimum guard height 36"). 3) Windows or doors within five (5) feet of the side above or below the deck_ LATemp1BUILDINGWANDOUT ICODESIDECK B21 _DOC Revised 7104 C_ CONSTRUCTION DETAILS (See Attachment B, . C & D.) 1) Connection of the deck to the existing structure (Le. ledger- size, type/size/spacing of fasteners). 2) Connection of posts and beams (post cap and post footing connector). 3) Stair construction (36" minimum stair width for residential) stair landing. 4) Pursuant to IRC Section 313.1.1 the issuance of a deck permit requires smoke alarms (detectors) to be installed in all existing sleeping rooms. 5) Stair step rise and run (7-314" maximum rise and 10" minimum run permitted for residential use). Open risers permitted provided the opening between the treads does not permit the passage of a 4" diameter sphere. 6) Handrail required for four or more stair risers (handraiI must be gripable 1-1/4" to 2" maximum in cross section and placed 34" to 38" above the stair nosing). 7) Deck ledger flashing. D. MISCELLANEOUS INFORMATION 1) Wood exposed to weather must be pressure treated or naturally resistant to decay. 2) Decks attached to exterior walls shall be positively anchored for vertical and lateral loads. Attachment by toenails or nails not permitted. If positive connection cannot be accomplished, decks are required to be self-supporting. R502.2.1. 3) Decks shall be fastened to the structure with fastners not subject to withdrawal. R311.2. 4) Fastners for pressure treated wood shall be of hot dipped galvanized steel, all metal in contact must be galvanized to G1.85. Exception anchor bolts 1/2" or larger. 4. SMOKE ALARM REQUIREMENT Pursuant to R313, battery operated smoke alarms (smoke detectors) shall be installed in each sleeping room, outside each separate sleeping area (Le., hallway), on each additional story of the dwelling, including basements and split level dwellings when work requiring a building.perrnit is issued. NOTE: THE PURPOSE OF THIS HANDOUT IS TO ASSIST THE PUBLIC IN COMPLYING WITH DETAILED PERMIT SUBMITTALREQUIREMENTS- IT IS NOT A COMPLETE LIST OF PERMIT OR CODE REQUIREMENTS AND SHOULD NOT BE USED AS A SUBSTITUTE FOR APPLICABLE LAWS AND REGULATIONS_ IT IS THE RESPONSIBILITY OF THE OWNER/DESIGN PROFESSIONAL TO REVIEW THE SUBMITTAL FOR COMPLETENESS. ONLY COMPLETE APPLICATIONS WILL BE ACCEPTED BY THE CITY FOR REVIEW. L:1Temp1BUILDINGIHAND0UT ICODESIDECK B2 LDOC 3 Revised: 7/04 Sample Deck Plot Plan 120'-0" a Property Owner_ John Doe Property Address: 9923 Maim Street Zone: RS-6 _:ITEMPIBUILDING/NANDOUTIDECK/SFrE_vsd 8104 ATTACHMENT A 0 6 Sample Framing/Foundation r 25'-0" MEN �/! T60x68 Sliding Door Exterior Wall of House Sample Stair Section Gripable handrail 1 '/< - 2" Max. Intermediate rails spaced so that a 4" sphere shall not pass through \XA:i: zj L.ITEMP/BUILDINGIHANDOUT/DECK/FRAMESTR.vsd 8104 30x30 Fixed 40" Above deck surface 10" min. Rise=run-rail opening spaced so that a &" sphere shall not pass through 11, 11,31 �►� FR11��■�i rlR IIMMI T60x68 Sliding Door Exterior Wall of House Sample Stair Section Gripable handrail 1 '/< - 2" Max. Intermediate rails spaced so that a 4" sphere shall not pass through \XA:i: zj L.ITEMP/BUILDINGIHANDOUT/DECK/FRAMESTR.vsd 8104 30x30 Fixed 40" Above deck surface 10" min. Rise=run-rail opening spaced so that a &" sphere shall not pass through E m tL m rn E 0 Sample Section/Elevation View O I, Lag Bolts (typ) th 4" Positive Connection required at all posts and beams (see attached details) ** All wood exposed to weather shall be pressure treated or naturally resistant to decay ** Minimum design loads 40 p.s.f. S N 11 Joist Hanger (see attached details) Ledger with lag bolts (provide bolt sizelspacing Ledger Flashing required ** Provide size, spacing, wood species and grade for all framing members including joists, beams, posts, ledgers, decking and guardrails _ Post -to -concrete pier connection required (see attached details) . . . . . . . . . . . i 8"`fifltT II� =ITEMPIBUILDINGIHANDOIITIDECKIDECK_vsd 8104 ** Footings shall be placed on firm, undisturbed, bearing soil (2000 p_s.f. min.) ATTACHMENT C Typical Construction Connectors Post -Beam Connector Post -Pier Connectors Joist Hanger L_ltemplbuilding/handouttdecktconn.ect7_vsd 8104 ATTACHMENT D