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APPROVED BLD-BLD2021-0108+Architectural_Plan+1.27.2021_8.36.46_AM+2012381PROJECT DESCRIPTION EXISTING 1961 SINGLE FAMILY RESIDENCE TO REMAIN WITH NO BUILDING FOOTPRINT CHANGES. THE FOLLOWING SCOPE OF WORK SHALL BE PERFORMED: - INSTALL NEW BEAM IN PLACE OF PREVIOUSLY REMOVED BEARING WALL. ZONING NOTES ZONING: SINGLE FAMILY RESIDENCE PARCEL NUMBER: 00450701000008 LEGAL DESCRIPTION: Section 25 Township 27 Range 3 Quarter SE - FOURTNERS HOMESTEAD PLAT BLK 010 D-08 - ALL TH PTN BLK 10 COM AT SE COR SD BLK 10 TH N00*58 20E ALG E LN SD BLK 10 DIST 215 FT TH N88*22 08W PLT S LN SDBLK 10 FOR 272.50FT TO POB TH N00*58 20E 116.96FT M/L TO N LN SD BLK 10 TH N88*21 29W ALG SD N LN 77.50FT TH S00*58 20W 116.98 FT M/L TH S88*22 08E 77.50 FT TO POB LOT AREA: 9,147 SF 1 VICINITY MAP N,k S1 N.T.S. STRUCTURAL NOTES DESIGN CRITERIA BUILDING CODE FLOOR LOADS 2015 INTERNATIONAL BUILDING CODE DEAD LOAD: 15 psf LIVE LOAD: 40 psf DESIGN METHOD ALLOWABLE STRESS DESIGN (ASD) ROOF LOADS DEAD LOAD: 15 psf GENERAL LIVE LOAD (SNOW): 25 psf 1. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE DESIGNER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTORS RISK. 2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 3. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ERECTION BRACING, FORMWORK, AND TEMPORARY CONSTRUCTION SHORING IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED IN WRITING PRIOR TO ERECTION. 4. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED PRIOR TO PROCEEDING WITH THE WORK. 7. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THE PROPER REVISIONS MAY BE MADE. MODIFICATIONS TO CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER. FRAMING LUMBER 1. FRAMING LUMBER SHALL BE HEM FIR NO. 2 FOR STUDS AND JOISTS, DOUG-FIR NO. 1. FOR BEAMS AND POSTS. GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS. LUMBER TO BE GRADE MARKED PER WCLIB SPECIFICATIONS. 2. GLU-LAMINATED MEMBERS SHALL BE 24F-V4 (DF-L) FOR SINGLE SPAN AND 24F-V8 FOR CONTINUOUS SPAN & CANTILEVERED. 3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE. USE COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 PCF) AGGREGATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05%. 2. ALL CONCRETE DESIGN IS BASED ON A 28 DAY COMPRESSIVE STRENGTH (f'c) OF 2500 PSI. WHERE 3000 PSI CONCRETE IS REQUIRED BY THE BUILDING DEPARTMENT FOR WEATHERING PURPOSES ONLY, NO SPECIAL INSPECTION IS REQUIRED. 3. THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN THE SEATTLE BUILDING CODE TABLE 1804.2. FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THIS CODE. THE FOUNDATION DESIGN IS BASED ON THE ALLOW. SOIL BEARING PRESSURE OF 1500 PSF. (E)6" STEMWALL OVER CONT. FOOTING 1 i 1 ' ' 1 --------------- ----------- ------ -------------------- --------:-- I ' ; I W/D I ; (E) WALL TO BE REMOVED ----------------------------------------------------------, I ' I z (N) 2x4 @ 24" O.C. STUDWALL, TYP I Q I a KITCHEN DINING ' I (E)BATHROOM ROOM I i , I (E)BEARING WALL 2'-2" SQ. x 10"D I`l TO BE REMOVED FOOTING w/ ' O----------; ' (3)#4 EA WAY HALLWAY +ca Q -------------------------- ---------- i I ' (N)GLB5-1/2"x15" 24F-V4 (FLUSH) - 2'-2" SQ. x 10"D FOOTING - - - - I ' W w/ (3)#4 EA WAY 3 4 I J LOW HIGH W 22'-0" +/- I (E)ROOF RIDGE I � I i , I � I i , I I I LIVING (D z (E)BED ROOM ROOM z Q J Uj U � ' I I (E) WALL TO 06 ~ I U REMAIN, TYP 0 I IY U) i , I I I w Q i , I i , I I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i , i'------------ ----------------------------------------------------------- i i (E)ROOF LINE PARTIAL FLOOR PLAN 1 /4" = 1'-0" (E)STUDWALL BOTTOM PL SQUASH BLOCK - TO MATCH POST WIDTH P.T. 4x4 POST w/ SIMPSON PCZ CAP & ABA BASE POST PER PLAN VERIFY/PROVIDE 2x BLOCKING (E)FLOOR SHEATHING & JOISTS (E)BEAM AS OCCURS h— a ° --I a Ji a a ° 4. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, CSA NORMAL. I FOOTING & L PER PLAN REINFORCING 5. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK. PER PLAN 6. PLACEMENT OF CONCRETE SHALL CONFORM WITH ACI 301. 7. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'c) OF 2500 PSI, WITH A MINIMUM CEMENT CONTENT OF 470 LBS/CUBIC YARD (5 SACKS PER CUBIC YARD). MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. NO MORE THAN A 1" PLUS TOLERANCE SHALL BE ALLOWED. 9. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 (fy = 60 KSI) FOR BAR SIZES NO. 4 & LARGER, GRADE 40 (fy = 40 KSI) FOR NO. 3 BARS. POST TO FOOTING 1" = 1'-0" City Of Edmonds Building Department Work REMODEL Address 9701 226TH PL SW Owner KOSSIAN ---------------------------------- ---------------------- Approved Date 2 /2021_ Building Official ON------------------------------------------ �Qi�Gt Permit Number BLD2021-0108 ----------------------------------------------- + 0 10 CV APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE ROOF RAFTER BRACE AS OCCURS, INSTALL A34 EA SIDE TO TOP OF BEAM �i SIMPSON ECCQ64SDS2.5 COLUMN CAP OR APPROVED EQUIV POST PER PLAN BEAM TO POST 1" = 1'-0" CUT & HANG (E)2x CEILING JOISTS w/ LUS26 HANGERS MIN (SHORE AS REQUIRED) RECEIVED Jan 27 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Kossian Remodel 9701 226th Place SW Edmonds, WA 98021 Owner: Julianne Kosian Client: Julianne Kosian Structural Engineer: Nabil Kausal-Hayes, PE 1 /25/21 ©2021 NKH Engineering These drawings are the property of NKH Engineering and are not to be used or reproduced in any manner without prior written permission. Revisions: Revision Issue Date Issue Set: Permit Issue Date: 1 /25/2021 Drawn By: AKR Checked By: NKH Sheet Name: STRUCTURAL PLANS/DETAILS Sheet: S1 Job Number: 21-003