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APPROVED ENG PLN BLD2024-0560+Site_Plan+4.26.2024_5.52.08_PM+4222749GENERAL ARCH. NOTES ALL CONSTRUCTION SHALL CONFORM TO THE 2021 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY THE STATE OF WASHINGTON AND BE IN ACCORDANCE WITH WASHINGTON STATE LAWS AND REGULATIONS AND VARIOUS CODES IMPOSED BY LOCAL AUTHORITIES. SOILS: A SOILS ENGINEERING REPORT IS PROVIDED BY NELSON GEOTECHNICAL ASSOCIATES INC. AND ATTACHED DATED 9/22/2023. ALL FOOTINGS SHALL BE CAST ON UNDISTURBED FIRM NATURAL SOIL. FOOTING EXCAVATION SHALL BE FREE OF L005E SOILS, DEBRIS, AND FREE OF WATER AT ALL TIMES. REDDING ARCHITECTS LLC TAKES NO RESPONSIBILITY IN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS OR FOR THE PHYSICAL CHARACTERISTICS OF THE SOIL. CONTRACTORS iZE5PON5151LITY: CONTRACTOR TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES PRIOR TO CONSTRUCTION. CONTRACTOR TO INFORM ARCHITECT OF ANY DISCREPANCIES IN THE DRAWINGS OR FROM THE CODES. DO NOT SCALE DRAWINGS FOR CRITICAL DIMENSIONS. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON THE DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. GENERAL STRUCTURAL NOTES: (THE FOLLOWING APPLY UNLESS NOTED OTHERWISE ON THE DRAWINGS) 1. ALL MATERIALS, WORKMANSHIP, DESIGN 8 CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2021 EDITION OF THE INTERNATIONAL BUILDING CODE. 2. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH PLANS. DESIGN OF SHORING AND BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO DO HIS WORK 4. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. CONCRETE: MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH A5 TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. ALL CONCRETE, INCLUDING SLABS ON GRADE, SHALL HAVE AN ACCEPTABLE WATER -REDUCING ADMIXTURE ADDED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. IN ADDITION, ALL CONCRETE WALKS AND PAVEMENTS EXPOSED TO THE WEATHER SHALL CONTAIN AN ACCEPTABLE ADMIXTURE TO PRODUCE 4 TO 6 PERCENT ENTRAINED AIR. MAXIMUM SIZE AGGREGATE SHALL BE 1-1/2 INCHES, BUT MAXIMUM SIZE OF AGGREGATE SHALL NOT BE MORE THAN THREE QUARTERS OF THE CLEAR DISTANCE BETWEEN REINFORCING BARS. MIX DESIGN SHALL BE SUBMITTED TO THE ARCHITECT FOR ACCEPTANCE PRIOR TO USE. MAXIMUM SLUMP AND MINIMUM CEMENT CONTENT SHALL BE AS FOLLOWS FOR VARIOUS CONCRETE STRENGTHS (Fr-) BASED ON STANDARD 25-DAY CYLINDER TESTS WHEN STRENGTH DATA FROM TRIAL BATCHES OR FIELD EXPERIENCE ARE NOT AVAILABLE. f'c MIN. SACKS OF CEMENT/CY MAX. SLUMP LOCATION OF CONCRETE 2500 PSI 5 1/2 4 INCHES ALL CONCRETE 6. REINFORCING STEEL: ALL REINFORCING SHALL BE NEW BILLET STOCK ASTM A 615, GRADE 40. BARS SHALL BE SECURELY TIED IN PLACE WITH % DOUBLE- ANNEALED IRON WIRE. BARS SHALL BE SUPPORTED ON ACCEPTABLE CHAIRS. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE ACI 'MANUAL OF STANDARD PRACTICE FOR DETAILING OR REINFORCED CONCRETE STRUCTURES". NO REINFORCING BARS SHALL BE WELDED. REINFORCING BARS SHALL BE LAP SPLICED FOR TENSION UNLESS OTHERWISE NOTED ON THE DRAWINGS. NO 5AR5 SHALL BE FIELD BENT UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER MINIMUM CAST -IN -PLACE CONCRETE COVER OVER REINFORCING STEEL, UNLESS OTHERWISE NOTED, SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER: 1-1/2" OTHER CONCRETE: SLABS: 3/4" 1. STRUCTURAL STEEL: ALL STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO ASTM A36, %=36 K51. STRUCTURAL STEEL PIPES SHALL BE STANDARD WEIGHT (SCHEDULE 40), AND SHALL CONFORM TO A5TM A53 GRADE B, Fy=35 KSI. STRUCTURAL STEEL TUBES SHALL CONFORM TO ASTM A500, GRADE B, Fy=46 KSI. BOLTS SHALL CONFORM TO ASTM A301. 8. STRUCTURALLY GLUED -LAMINATED TIMBER: ALL STRUCTURALLY GLUED- LAMINATED TIMBER SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE. ALLOWABLE STRESSES, UNLESS NOTED OTHERWISE, SHALL MEET OR EXCEED THE COMBINATION SYMBOL NOTED BELOW. THE Fbxx VALUE LISTED IS THE 'TENSION ZONE STRESSED IN TENSION" VALUE. COMBINATION SYMBOL Fbxx SIMPLE BEAM 24F-V4 2400 PSI CANTILEVER BEAM OR CONTINUOUS OVER SUPPORT 24F-VS 2400 PSI ALL GLUED -LAMINATED TIMBER SHALL BE FABRICATED WITH EXTERIOR -TYPE WATERPROOF ADHESIVE. ALL GLUED -LAMINATED MEMBERS EXPOSED TO WEATHER SHALL BE FABRICATED WITH PRESSURE -PRESERVATIVE TREATED WOOD AND CONFORM TO REQUIREMENTS IN IBC CHAPTER 23. S. LUMBER: ALL DIMENSIONAL LUMBER (POSTS, BEAMS, JOISTS, ETC.) SHALL BE HEM FIR *2 GRADE, MINIMUM, UNLESS NOTED OTHERWISE ON THE DRAWINGS. ALL LUMBER SHALL BE VISUALLY GRADED IN ACCORDANCE WITH THE BUILDING CODE AND STANDARDS. ALL LUMBER SHALL MEET OR EXCEED THE ALLOWABLE UNIT STRESS SHOWN IN THE 2018 NATIONAL DESIGN SPECIFICATIONS (NDS) FOR GRADE SPECIFIED. ALL LUMBER SHALL BE USED AT A MAXIMUM MOISTURE CONTENT OF 19 PERCENT. MINIMUM NAIL DIAMETERS Sd COMMON 0.131" 10d COMMON 0.140" 16d COMMON 0.162" 10. TREATED WOOD: ALL WOOD LEDGERS, PLATES, SILLS AND NAILERS IN CONTACT WITH CONCRETE, MASONRY, OR EARTH OR WITHIN 6 INCHES OF EARTH SHALL BE TREATED IN ACCORDANCE WITH AWPB-FDN AND BEAR THAT QUALITY MARK ALL FASTENERS INTO AND THROUGH PRESSURE TREATED WOOD MUST BE EITHER HOT DIPPED GALVANIZED OR APPROVED EQUAL. 11. FOUNDATIONS: SPREAD FOOTINGS: DESIGN 501L BEARING PRE55URE=1500 PSF. ALL FOOTINGS SHALL BEAR ON UNDISTURBED 501L AT LEAST 18"5ELOW LOWEST ADJACENT FINISHED GRADE AND SHALL BE LOWERED TO FIRM BEARING IF SUITABLE SOIL 15 NOT FOUND AT ELEVATIONS DETERMINED BY TOP OF FOOTING ELEVATIONS AND FOOTING DEPTH. 12. STRUCTURAL DESIGN DATA: LIVE LOADS: ROOF 25 P5F FLOORS 40 P5F DECKS 60 PSF SEISMIC LOADS: SEISMIC LOADING SHALL BE IN ACCORDANCE WITH ASCE 1-16, WHERE 1=1.0, R=6.5, ASSUMED SITE CLASS D AND SEISMIC DESIGN CATEGORY D. LATERAL FORCES ARE CARRIED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE SHEAR WALLS. MOMENTS, SHEARS, AND ROTATIONAL FORCES ARE DELIVERED TO THE FOUNDATION BY THE SHEAR WALLS. WOOD FRAMING NOTES 1. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. ALL NAILS CALLED FOR ON THE STRUCTURAL DRAWINGS SHALL BE COMMON WIRE NAILS, UNLESS OTHERWISE NOTED. IF NAIL SUBSTITUTIONS ARE TO BE USED (I.E. PNEUMATIC DRIVEN), THE CONTRACTOR MUST SUBMIT SCHEDULE OF NAILS DESIRED WITH DATA TO VERIFY EQUIVALENCE AND OBTAIN WRITTEN ACCEPTANCE PRIOR TO USE. 2. INDIVIDUAL MEMBERS OF BUILT-UP PO5T5 AND BEAMS SHALL EACH BE ATTACHED WITH 16d SPIKES AT 12"O.C. STAGGERED. 3. PROVIDE SIMPSON PC OR AC POST CAP AT BEAM TO COLUMN CONNECTIONS AND PROVIDE SIMPSON PB POST BASE AT COLUMN TO FOUNDATION CONNECTIONS. TALBOTFARh Southwest County Park y� NORTH EDMONDS Q SEAVIEW � r a o` c zo- > a r } E 192nd St SW 1 0 Puget Dr 196th St SW 9 1225 11th PI N, Edmonds, WA 98020 EDMONDSBOWL Ed/rnorlds Underwater Pork e 4o- Daley St o z `;�lu E1 o n S Main 5t Dayton St y Walnut St VICINITY Mr4P NO SCALE MAPLEWOOD HILLS Yost Pohl d m w PROJECT OWNER APRIL ZEPEDA AND BRIAN KING f 1225 IITH PLACE N EDMONDS, WA. 98020 z h PROJECT ,ADDRESS APRIL ZEPEDA AND BRIAN KING 1225 IITH PLACE N Perrinville EDMONDS, WA. 98020 , APIL LEGAL DESCRIPTION Lyrmdale Park VIEWLAND HEIGHTS BLK 000 D-00-LOT 9 TAX FARCE L NUM5E R � -,93ri 3 7 00606600000900 a ¢ } a L s - ZONE RS-12 Lyreiwoc HEIGHT REQUIREMENT 203rd St SIN CoGo urse DECK REMODEL WILL NOT ALTER EXISTING ROOF LINE. 206th St SW CONSTRUCT ION T Y F E a VB s NORTH 00.00I / - I li I I I I I I I I I 1 J/ U l j -M4 Q • W / / 2V-6" 14'-lio" �, 3i'-0" n W /' 20'-0" /APPMOt� I I I I I I I I I 1 I i / I I I I I I I I I 1 I i ��--- -- --------------- ---- - I I I I I I I I I I I DECK./ ADDITION I' ' ' ' EX�ISTING DECK I I I I I I I I I I I I a /� I � / I I I I I I I I I I I I TO/5E REPLACED I ' ' % I ' I I EXI'5TING / I IQ / RE5'IDENCE rl T I I I I GUTTER AND D.S.I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 TIE TO EX I I /� I I I I I I I I I I I TIGHT LINE AT I I I I I I I I I I I I i HOUSE I I • ; , E�15TING CARPORT I I I I I I I I I I I I I I I I I I I I I I I I I /� I I I 1 I I I I I I I I I I I I T 5E REPLACED WATER. _ I I I I I I I I I I I I I I I LINE I I I I I I I I I I I I I I = I • I I I I I I I I I 1 25-0 " I �( L oaer.caa•olcr - . , I I I I I I I I I I 5ETBACK , I I I I I I I I I I I I I I I , I I I I I I I I I I I I � I I 11 I I I I I I I I I 1 1 I _ I 1 I ;1 FRONT WARD ( 11 1 1 I I 1 25 0 I I I I I I I I I I I I I EX15TING DECK 1 I EXIST.;SIDE SEWER I ; I 5ET5ACK I I I I I II 1 I TO 5E REI LACED I I I I I I I I I I I I I 1 I I I I I I I I I I II I I------------------I- I I I I I I I I I •I I I 1 1 1 1 1 1 1 1 1 1 II I I EX15T. DRIVEWAY' ' 0 I I I I I I I I I I I I I I m I I I I I I I I I I I I I u-F I I I I I I I I I I 1 I 10 t4 I I I I I I I I I I I I 1 Z I I I I I I I I I I I I 100T l/ // - J1�I I !l L -, - I CID I I I I I I I I I I I I I 1 �t k4 -------------F'----------------1---- r- r- r- cq cfJ cfJ cfJ m 6� , i 1 i / I 1 rz (P (P cv ////// DECK REMODEL AREA NO STORMWATER MANAGEMENT SYSTEM REQUIRED AT THIS TIME. IF NEW AND/OR AFFROX. CONTOURS PER REPLACED IMPERVIOUS SURFACE EQUALS CITT' OF EDMOND6 GIS M,4P5 2000SQFT OR GREATER, A STORMWATER MANAGMEMENT SYSTEM MAY BE REQUIRED PER CITY CODES AND STANDARDS sirE FLAN SC,4LE: P =10' -011 10 30 LOT COVERAGE TOTAL LOT AREA: 10,000 SQ. FT. RESIDENCE STRUCTURE FOOTPRINT : 1623.00 S.F. EXISTING DECK REMODEL 561.00 5F. EXISTING CARPORT REMODEL 214.00 SF. PROPOSED DECK ADDITION 138.00 5F. TOTAL COVERAGE: 2542.00 S.F. TOTAL COVERAGE : 2542.00 S.F. l 10,000 S.F. = 25% IMPERVIOUS DECK AREA EXIST. DECK/CARPORT REPLACED OVER GONG. 181.00 S.F. NEW DECK OVER NEW PATIO: 135.00 5F. TOTAL IMPERVIOUS DECK COVERAGE: 919.00 SF. SCOPE OF W OR< THE SCOPE OF WORK INCLUDES DEMOLISHING OF MAIN FLOOR EXTERIOR DECK AND REBUILDING WITH TREATED STRUCTURAL LUMBER AND NEW DECKING. 4'-0" WILL BE ADDED TO DECK TO ALIGN WITH EXISTING CARPORT STRUCTURE. THE CARPORT STRUCTURE WILL BE REBUILT WITH TREATED LUMBER DRAW ING INDEX A 1.0 GENERAL NOTES / PROJECT DATA/ 51TE PLAN A2.0 FOUNDATION PLAN, MAIN FLOOR DECK FRAMING PLAN A3.0 MAIN LEVEL DECK FLOOR PLAN AND DETAILS A4.0 DECK AND WALL BUILDING SECTION A5.0 DECK DETAILS I i I I I I I I I Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. Zone ' RS-12 Corner N Flag N Setbacks: Required Actual Front L. 25 20' Sides 10, 4. ' ' 12' N 33'S Rear 25' 28.5' Other 25' existing Height I APPROVED BY PLANNING IMay 14 2024 I I I I I I I I I I I I 20'-0" I I I ENGINEERING DIVISION APPROVED AS NOTED 06/07/2024 I • APPROVAL FOR DECK AND CARPORT ONLY. ANY REPLACEMENT OF DRIVEWAY MAY REQUIRE SEPARATE PERMIT. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. BLD2024-0560 RECEIVED Apr 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS REDDING ARCHITECTS ■ 4311 REGISTERED ARCHITECT A GERALD REDDING / STATE OF WASHINGTON ■ 425 822 6777 421 KIRKLAND AVE #403 KIRKLAND WA 98033 ZEPED/4-KING RE5. DECK REMODEL 1225 11T�4 PLACE N. EDMONDS, WA 98020 © COPYRIGHT REAPING ARCHITECTS LLC 2024 JOB NUMBER DATE SHEET 4-2G -24 r4 1 z