Loading...
20070417160511.pdfo EDS City of Edmonds `~ PLAN REVIEW COMMENTS BUILDING DIVISION �St_ i g90 (425)771 -0220 DATE: April 17, 2007 TO: Lesley Brown lesleyb@adshapiro.com FROM: Jenny Readwin, Plazas Exin RE: Plan Check # 2007-0341 Project: Hopper Addition/Remodel Project Address: 9428 232nd Street 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 add the following information to the site plan. Please redline plans or resubmit three (3) new site plans scaled no smaller than 1"=20' and one on paper no larger than 8 %" x 14". • It appears that there is an easement or private driveway to the East of this property. Please show on site plan. ■ Please see attached legal descriptions and maps. There is a 40' turn around easement on this property. Please show on site plan. 2) The play room appears to have a closet. If this room has a closet it is considered a sleeping room and must have complying egress and smoke detector. Please remove or clarify area that appears to be closet or show complying egress window and smoke detector. 3) On the floor plan there is a solid line drawn between the stair/hallway and the play room. Please clarify how access is obtained to this room and the addition from the main residence (i.e. is this area open? Is there a door?). Please clarify. 4) Please show minimum 50 cfm fan in the proposed bathroom on the site plan. 5) Hardwired and interconnected smoke detectors with battery backup are required in each bedroom and in the hallway outside each separate sleeping area. Please show location of smoke detectors on the floor plan. 6) 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. Special inspector must either be a Licensed Engineer of WABO certified inspector. « Epoxy holdown/anchor bolts CITY OF EDMONDS SPECIAL INSPECTION AND TESTING AGREEMENT The project at g42'9 0322c( --R' J:W issued under building permit number 5007—OBLI requires special inspection and/or testing per IBC Chapter 17. The complete fest 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 subunit 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 Inspect 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. 5. 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_doc 7/04 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 j obsite. 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 Special Inspector General Contractor City Building Official L:1TEMPIBUILDING1SpeciallnspectionAgreementIBC.doc 7104 Date Date Date Date SPECIAL INSPECTION AND TESTING SCHEDULE K� BUILDMPERMUNa 4r-2 07, d3 `f/ rtearr ct wnrtEss .tStBawt MSPECtott REINFORCED CONCRETE, GUNITE, GROUT AND MORTAR: STRUCTURAL STEEIJWELDINGc Concz:te Granite Grout Martyr __._ Sample and Test (list specific members below) Aggregate Tests — Shop Materiat Identification Reinfomng Tests — Welding Inspection O Shop O Field Mix Designs—Ulttasoniclnspection DSbW OFteld Reinforcing Pi a."t — iligb-strength Bolting Batcb Plant ittspcction Inspection D Sbop :©Field Ins pect Placing D A323 D ©X © F Cast Samples D Aa90 Pict -up Samples _--_ Metal Deck Welding Inspection Compression Tests _.._ Reinforcing Steel Welding inspection — Meial Stud Welding Inspection PRECAST/PRESTRESSED CONCRETE: — Concrete Insert Welding Inspection sacs rust -sons rre-lens Ulidd(ng Aggregate `Itsts Rem€orciag Tests Tendon Tests Mit I3esiQns Reinforcing Placement Insert Placement Concrete Batching Concrete Placement Cast Tests MASONRY: — Special Inspection Suesscs Used — Preliminary Acceptance Tests (Masonry Units. Wall Prisms) — Snbsequcnl Tests (Mortar. Groat. Field Watt Prisms) Placement Inspection of Units ADDITIONAL INSTRUCTIONS OR OTHER TESTS AND INSPECTIONS: for--Pkted by: Telephone No.: — FIREPROOFING: Placement Inspection — Density Tests Thickness Tests — Inspect Batching INSULATING CONCRETE: — Sample and Test — Placement Inspection — Unit Weights .FILL MATERIAL: — Acceptance Tests Placement Inspection — Field Density. STRUCTURAL WOOD: ____ Sheat Wall Bailing Inspection — Inspection of Glu -lam Fab. Inspection o€Truss Joist Fab. — Sample and Test Components '1IIt. Date —--SECTI014 TOWNSHIP Z7 //0.03 , 1 cr E�cr- LOT 3 RANGE Z � � 5 T S %✓ �-v..9 o n� JS T/�G N1Olehr/r IlOTE: 1) Tills OD£s lIOT nParsurr A FIELD SUSIV£Y. PI.RCCE-1 KRE REVELLED 1fY I14AL DESCRII'II011 Alta III I.CCOnt)MICt w 111111 Tll£ S11011T KAT C£RTIFICAT1% 3) bVTLDI1rC LOCATI0IIS A" APPilOXIHI.TE[ �.11D A1LE 110P V'_RSFIL'D AY A I'IL'LU ::I11tv£Y. 3) TIIE I11F11_RHATI011 011 T11I$ SITE P!\If Is foil PlAilillllG PUHI'Os RS OIILY Ai1D 1S , I 1. XPAIII:D III ACC011D1.1ICr wIT11 I RECEIVEI FEB 0 9 2000 } DEvELoPMENT SERVICES ; CITY OF DMONDS I� STS STT FIS. 1 -irk':jP1 L LO I I'L ' O I hereby certify that this short subdivision Complies with the requirements therefor pursuant to Snohomish County code Title 20, will serve the public use and interest, meets applicable zoning and land use controls, that the subdivider has provided all of the required documentation and certific4cion. These facts have been found to exist and are exhibited in the file therefore, this short subdivision is hereby approved, subject to signature by the Planning Director or his desigrl• . uelow. L Approved Date This acLlnn shall become effective if., within five working days, this declaration and short plat thereof, are filed for__rw�} }5�,jj{ythe auditor of Snohomish County. ;,: <u;7 '1& 1 6bN ; File Ila. zA SP SEP 131990 WESTERN SURVEYORS, INC. SHORT PLATS 13322 Highway 99 South, Everett,WA V"'Gi PQ� (� /� Phones: 742-5500 or 355-2776 WSIPL14 U 0U 9 20 4 3 9 9 JOB NO. r LEGAL DESCRIPTION - BE99KVAY (CONTINUED) SOB NO. 89-020-B SEPTENBFR, 1990 L462 IRT 1 THE NORTH 216.06 FEET AS MEASURED ALONG THE EAST LINE OF THE EAST 140.00 FEET OF THE WEST 220.00 FEET OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.N., EXCEPT THE NORTH 30.00 FEET AND, EXCEPT THE WEST 30.00 FEET. SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND RESERVATIONS_ SITUATE IN THE COUNTY OF SHOUGHISH, STATE OF WASHINGTON. IAT 2: THE SOUTH 90.02 FEET OF THE NORTH 306.08 FEET AS MEASURED ALONG THE EAST LINE OF THE EAST 140.00 FEET OF THE WEST 220.00 FEET OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE SOU'T'HEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.Y.. , EXCEPT THE WEST 30.00 FEET, TOGETHER WITH AND SUBJECT TO ONE-HALF INTEREST IN PRIMATE ROAD EASEMENT AND TURN -AROUND_ SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND RESERVATIONS. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. -, Lc T �~ N C I.OT 3 THE NORTH 396.00 FEET OF THE EAST 140.00 FEET OF THE WEST 220.00 FEET OF THE EAST HALF GF THE NORTHWEST QUARTER OF THE SOUTHEAST rFu u� E QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 27 NORTH, RANCE S EAST, W.M., EXCEPT THE NORTH 706.08 FEET AS MEASURED ALONC T11E EAST LINE THEREOF; TOGETHER WITH AND SUBJECT TO ONE- -diALF INTEREST IN PRIVATE ROAD EASEMENT AND TURN -AROUND. SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND RESERVATIONS. SITUATE IN THE COUNTY OF SNOROMISH, LTATE OF WASHINGTON. F1IIYAT£ROAD EASEMENT: ?N EASEMENT FOR. INGRESS, EGRESS, DRAINAGE AND UTILITIES OVER, UNDER tjEw AND ACROSS THE WEST 30.00 FEET OF THE NORTH 306.08 FEET OF THE EAST 140.00 FEET OF THE WEST 220.00 FEET OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND RESERVATIONS. t�rL�p LfOtC SITUATE IN THE COUtrTY OF SNONOHISII, STATE OF WASHINGTON. L462 89-020-8 091090 KLL "092003 9 9 ~ t t a�ofihL IL PACE 2 0 VOL. `? 37 9 PL ..�� , jZg&L "F cRIPTIOF RROC(CONTINUED) JOB NO. 89-020-B SEPTEMBER, 1990 L-462 pgIyATE ROAD EASEMENT IM -ARO AN EASEMENT FOR INGRESS, EGRESS, DRAINAGE AND UTILITIES OVER, UNDER AND ACROSS TNI.T PORTION OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBER AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTH 90.02 FEET OF THE NORTH 306.08 FEET AS MEASURED ALONG THE EAST LINE OF THE EAST 140.00 FEET OF THE WEST 320.00 FEET OF THE EAST HALF OF THE NORTffWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 36; THZNCE S. 88023'27" E., ALONG THE SOUTH LINE OF SAID SUBDIVISION, A DISTA14CE OF 30.01 FEET; THENCE N. 40001051" E., PARALLEL WITH THE WEST LINE OF SAID SUBDIVISION, A DISTANCE OF 63.00 FEET; THENCE ON A CURVE TO THE SOUTHEAST WHOSE RADIUS POINT BEARS S. 89045'09" E., A DXSTANCE OF 25.00 FEET THROUGH A CENTRAL ANGLE OF 7603815111, AN ARC DISTANCE OF 33.44 FEET; THENCE ON A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 256000'33", 14EOSE RADIUS POINT BEARS S. 13035159" W., A DISTANCE OF 40.00 FEET, AN ARC DISTANCE OF 150.12 FEET To THE POINT OF BEGINNING_ SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND RESERVATIONS. SITUATE IN THE COUNTY OF SNOHOMISH, STA'T'E OF WASHINGTON. L462 89-020-B 091090 KLL 1%640,11 PAGE 3 OF 3 lfUU9203 q 9 I _ C> N vy;a �y ays= o _-232 N0 ST.,5>w.. 0 EVE 17 ,� •3987T � � o I o �� ' 7'•''� _t II L j :r>-- i i Lr 2z _ZIP. ITi• maid om$c TT ILA E -!t-2 -etE__ u e �roT r- ^cZ TnR ` w `eN Fe:.:- 5T_:r eyes - � � ` � � 'Y .. m7i e �•_ ? 39. `-' i � vl �,wy� _yY _ Np= CS f-•,�� r,'.' y � m N Qm-n r1l n � V