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APPROVED BLD RESUB 1-BLD2024-1223+Architectural_Plan+10.22.2024_10.12.43_AM+4573556Z � 0 Z EXISTING WINDOW EXISTING EXISTING EXISTING EXISTING DOOR DOOR WINDOW WINDOW O EXISTING BASEMENT FLOOR PLAN PROJECT INFORMATION OWNER NAME: NATHAN & CHRISTINA MINEAR SITE ADDRESS: 9722 242ND PL SW , EDMONDS, WA 98020 TAX ACCOUNT#: 00450300001200 ZONING: RS-8 LOT AREA: 8,276 SF BUILDING HEIGHT: NO CHANGE FROM EXISTING LEGAL DESCRIPTION: FORSHEES FIRDALE VILLAGE 5 BLK 000 D-00 -LOT 12 GENERAL NOTES ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES INCLUDING THE 2021 INTERNATIONAL RESIDENTIAL CODE WITH CITY OF EDMONDS AMMENDMENTS AS WELL AS THE 2021 WASHINGTON STATE ENERGY CODE. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. REFER TO DIMENSIONS AND NOTES FOR SIZES AND LOCATIONS; DO NOT SCALE DRAWINGS. DIMENSIONS ARE TO FACE OF STUD OR MASONRY WALL AND CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. a o 0 CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITNG TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT EXISTING BUILDING (AS APPLICABLE) CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. SHORING AND BRACING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTUCTION AS REQUIRED BEFORE ANY STRUCTURAL MEMBERS ARE REMOVED OR BEFORE ANY NEW LOADS ARE ADDED UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE OR VEGETATION. WHERE NEW CONCRETE OR REINFORCED MASONRY ABUT EXISTING CONCRETE OR MASONRY, PROVIDE THREADED BARS INTO THREADED EXPANSION INSERTS TO MATCH AND LAP HORIZONTAL REINFORCING UNLESS NOTED OTHERWISE ON DRAWINGS. CONTRACTOR SHALL CHECK FOR ROT OR INSECT INFESTATION AT ALL WALLS, AREAS SHOWING WATER STAINS, AND ALL WOOD MEMBERS. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE ARCHITECT. O EXISTING MAIN FLOOR PLAN ENERGY CODE NOTES REQUIREMENTS OF THE 2021 WASHINGTON STATE ENERGY CODE SHALL BE FOLLOWED. PRESCRIPTIVE ENERGY CODE COMPLIANCE CLIMATE ZONE 4C MARINE GLAZING U-VALUE, VERTICAL: MAX. ALLOWED:0.30 PROPOSED:0.30 GLAZING U-VALUE, OVERHEAD: MAX. ALLOWED:0.50 PROPOSED:0.50 DOOR U-VALUE: MAX. ALLOWED:0.30 PROPOSED:0.30 CEILING INSULATION: REQUIRED:R-60 PROPOSED: R-60 ABOVE GRADE WALL INSULATION: REQUIRED:10/15/21 INT+5TB PROPOSED:10/15/21 INT+5TB EXTERIOR WALL BELOW GRADE: REQUIRED:20+5 or 13+10 PROPOSED: 20+5 or 13+10 FLOOR ABOVE UNHEATED SPACE: REQUIRED:R-30 PROPOSED: R-30 SLAB ON GRADE: REQUIRED: R-10, 4FT PROPOSED: R-10, 4FT IN EXISTING BUILDINGS, PER WSEC SECTION R503.1.1, EXCEPTION 2, ALL EXISTING FRAMING CAVITIES WHICH ARE EXPOSED DURING CONSTRUCTION SHALL BE FILLED TO THE FULL DEPTH WITH BAIT INSULATION OR INSULATION HAVING AN EQUIVALENT NOMINAL R-VALUE. 2x4 FRAMED WALLS SHALL BE INSULATED TO A MINIMUM OR R-15 AND 2x6 FRAMED WALLS SHALL BE INSULATED TO A MINIMUM OR R-21. ROOF/ CEILING ASSEMBLIES SHALL MAINTAIN THE REQUIRED SPACE FOR VENTILATION. WSEC R401.3 INSULATON CERTIFICATE THE DESIGN PROFESSIONAL OR BUILDER SHALL COMPLETE AND POST A "INSULATION CERTIFICATE FOR RESIDENTIAL CONSTRUCTION" WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. WSEC R403.1.1 PROVIDE A PROGRAMMABLE THERMOSTAT FOR THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT. • 1 1 '. OBTAIN ELECTRICAL •. PERMIT FROM STATE LABOR & '. •. INDUSTRIES 1 • 1 WSEC R404.1 A MINIMUM OF 75 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS. FANS SHALL VENT DIRECTLY TO EXTERIOR OF THE BUILDING. FANS TO OPERATE CONTINUOUS. VAPOR RETARDERS SHALL BE INSTALLED AS SPECIFIED IN WSEC R502.1. EXTERIOR JOINTS SHALL BE SEALED, CAULKED, GASKETED, OR WEATHERSTRIPPED. 1 WHERE ADDITIONS OR ALTERATIONS REQUIRE A PERMIT 1 TO BE ISSUED INTERCONNECTED SMOKE ALARM AND CO j 1 DETECTORS THROUGHOUT THE DWELLING IS REQUIRED. i 1 REFER TO 2021 IRC R314 AND R315 FOR MORE 1 INFORMATION. i City Of Edmonds Building Department Work KITCHEN REMODEL Address 9722 242ND PL SW Owner MINEAR Approved Date 10/22/2024 Building Official G���� ------- - Permit Number BLD2024-1223 PER WSEC TABLE R402.1.1 -WINDOW &DOOR HEADERS SHALL BE INSULATED WITH A MINIMUM OF R-10 INSULATION. • 1 1 OBTAIN A SEPARATE � ALL WORK SUBJECT PLUMBING PERMIT � TO FIELD FROM THE CITY OF � INSPECTION FOR '• EDMONDS. CODE COMPLIANCE 1 • 1 OUTDOOR AIR INLET/S TO BE PROVIDED BY USING EXHAUST FANS PER IRC M1507.3.4.4. PER SEC M1507.3.4.4, OUTDOOR AIR SHALL BE DISTRIBUTED TO EACH HABITABLE SPAC BY INDIVIDUAL OUTDOOR AIR INLETS. WHERE OUTDOOR AIR SUPPLIES ARE SEPARATED FROM EXHAUST POINTS BY DOORS, PROVISIONS SHALL BE MADE TO ENSURE AIR FLOW BY INSTALLATION OF DISTRIBUTION DUCTS, UNDERCUTTING DOORS, INTALLATION OF GRILLES, TRANSOMS, OR SIMILAR MEANS. DOORS SHALL BE UNDERCUT TO A MINIMUM OF 1/2 INCH (12.7MM) ABOVE THE SURFACE OF THE FINISH FLOOR COVERING. APPROVED PLANS MUST BE ON JOB SITE STROBE DESIGN LLC 1122NJST TACOMA, WA 98403 Phone: (206) 661-3622 12358 REGISTERED A � TECT JACOB A STROBE ATE OF WASHINGTON RESUB Oct 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Z W 0 VJ W o n/ CV LJ_ � 00 N � jrn L.L J Q � WNo z N Z O (V � N 0 � W REVISIONS BY F Date 9/17/2024 Scale 1/4" = 1'-0" Drawn JS Job Sheet PORCH (EXISTING) EXISTING EXISTING WINDOW DOOR EXISTING WINDOW HATCHED AREA NOT IN SCOPE O PROPOSED MAIN FLOOR PLAN LIGHTING &ELECTRICAL LEGEND � SINGLE -POLE WALL SWITCH �"' 3-WAY SWITCH �� 4-WAY SWITCH �� DIMMER SWITCH �� MOTION SENSOR SWITCH �J LOW -VOLTAGE SWITCH �~ TIMER SWITCH � DUPLEX OUTLET �" GROUND FAULT INTERUPTER 0 FLOOR SINGLE RECEPTACLE OUTLET Q CAT 5 OUTLET OPS LAMP HOLDER WITH PULL SWITCH O RECESSED INCANDESCENT LIGHTING FIXTURE SURFACE MOUNTED INCANDESCENT LIGHTING FIXTURE �{ WALL -MOUNTED FIXTURE � RECESSED INCANDESCENT WALL WASHER BEDRO:O:M::1:: ........................ {E7C15TIN�) EXI .................... ;.1::::::::::::::::::::::::::............ t:I�7I:IVG:i4REA: (E�ISTI:NGj::: EXI:ST:I:NG .................. 1NI N DOVU .................. D:ECK:::: (EXISTIIV:G:): �� FLUORESCENT STRIP FIXTURE —X—X UNDER CABINET LIGHT �sp SMOKE DETECTOR (HARD -WIRED W/ BATTERY BACKUP) c = � POWERED VERTICAL BLINDS Q EXHAUST FAN � TELEPHONE RECEPTACLE COMBINATION FAN/LIGHT TV CABLE T.V. OR ANTENNA CONNECTION � JUNCTION BOX O THERMOSTAT E EXISTING �❑ I: �N(a:.::::::..... 1:1:Q CFltil �:::: �m X Z � 0 Oz � � PLAN NOTES 1.) ALL DIMENSIONS TO FACE OF FRAMING. 2.) GC TO VERIFY LOCATION OF EXISTING FRAMING AND HEADERS. WALL TYPES: EXISTING WALL TO REMAIN � NEW 2X6 WOOD STUD @ 16" O.C. WALLS WITH 1/2" GYPSUM WALLBOARD ON INTERIOR SIDE INSULATION PER COVER SHEET Al EXISTING 2X4 WOOD STUD @ 16" O.C. WALLS WITH 2X FURRING 1/2" GYPSUM WALLBOARD ON INTERIOR SIDE INSULATION PER COVER SHEET Al �� NEW 2X4 WOOD STUD @ 16" O.C. WALLS WITH 1/2" GYPSUM WALLBOARD ON EACH SIDE INSULATION PER COVER SHEET Al �sD SMOKE DETECTOR (HARD -WIRED W/ BATTERY BACKUP) {g�MD CARBON MONOXIDE DETECTOR EXHAUST FAN WINDOW SCHEDULE WIDTH X HEIGHT O1 (3) 3'-0" X 3'-6", CASEMENT WINDOW, 0.30 U-VALUE O2 4'-0" X 3'-6", PICTURE WINDOW, 0.30 U-VALUE, TEMP. WINDOW NOTES: 1.) NEW WINDOWS TO BE INSULATED LOW E, ARGON GAS FILLED, MINIMUM U-VALUE OF 0.30, & NFRC CERTIFIED, TYP. 2.) CONTRACTOR TO VERIFY ALL ROUGH OPENING DIMENSIONS W/MANUFACTURER PRIOR TO FRAMING. COFFEE _ _ _ � 48" BAR REF. KITCHEN \ (EXISTING) . I • � . . � i � � i i LANDSCAPE LIGHTING � � � -- PATH LIGHT STEP LIGHT DI UPLIGHT PARTIAL MAIN FLOOR ELECTRICAL PLAN III GF2ILL STROBE DESIGN LLC 1122NJST TACOMA, WA 98403 Phone:(206)661-3622 12358 REGISTERED A TECT JACOB A STROBE ATE OF WASHINGTON RESUB Oct 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w U Z �..�..� 0 vJ W o n/ CV L�J/_ � � L.L J Q � WNo z N Z O (V � N 0 � W REVISIONS BY Date 9/17/2024 Scale 1/4" = 1'-0" Drawn JS Job Sheet CRITERIA 1.ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2021 EDITION). 2.DESIGN LOADING CRITERIA: ROOF ROOF LIVE LOAD ......................... 20 PSF DEFLECTION CRITERIA LIVE LOAD DEFLECTION ..................... L/360 TOTAL LOAD DEFLECTION ..................... L/240 ENVIRONMENTAL LOADS RISK CATEGORY II RAIN ............................ 1.5 IN/HR SNOW .. Ce=1.0, Is=1.0, Ct=1.1, Cs=1.0, Pg=25 PSF, Pf=25 PSF, Ps=25 PSF WIND ........ GCpi=0.18, 97 MPH, EXPOSURE "D" EARTHQUAKE: ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS Vs = 12 KIPS, SITE CLASS=D (DEFAULT), Ss=1.28, Sds=1.00, S1=0.45, Sd1=0.83, Cs=0.154, SDC D, 1e=1.0, R=6.5 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4.PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6.CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 7.CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. GEOTECHNICAL 9.FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE ...................... 1500 PSF RENOVATION 10.DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 11.CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. 12.CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS WOOD 13.FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD No. 17, GRADING RULES FOR WEST COAST LUMBER, 2018, OR WWPA STANDARD, WESTERN LUMBER GRADING RULES 2021. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM -FIR N0.2 AND BEAMS MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) DOUGLAS FIR -LARCH N0. 1 MINIMUM BASE VALUE, Fb = 1000 PSI BEAMS (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH N0. 1 MINIMUM BASE VALUE, Fb = 1350 PSI POSTS (4X MEMBERS) DOUGLAS FIR -LARCH N0.2 MINIMUM BASE VALUE, Fc = 1350 PSI (6X AND LARGER) DOUGLAS FIR -LARCH N0. 1 MINIMUM BASE VALUE, Fc = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR -LARCH N0.2 OR HEM -FIR N0.2 14.PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2.ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 112" (NOMINAL) WITH SPAN RATING 32116. FLOOR SHEATHING SHALL BE 314" (NOMINAL) WITH SPAN RATING 48124. WALL SHEATHING SHALL BE 112" (NOMINAL) WITH SPAN RATING 2410. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTSITRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 118" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 15.ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 16.PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD U1-20 TO THE USE CATEGORY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA UC3B. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC4B. 17.FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE NOTED. WOOD TREATMENT CONDITION PROTECTION HAS NO AMMONIA CARRIER INTERIOR DRY G90 GALVANIZED CONTAINS AMMONIA CARRIER INTERIOR DRY G185 OR A185 HOT DIPPED OR CONTINUOUS HOT -GALVANIZED PER ASTM A653 CONTAINS AMMONIA CARRIER INTERIOR WET TYPE 304 OR 316 STAINLESS CONTAINS AMMONIA CARRIER EXTERIOR TYPE 304 OR 316 STAINLESS AZCA ANY TYPE 304 OR 316 STAINLESS INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%. WOOD MOISTURE CONTENT IN OTHER CONDITIONS (INTERIOR WET, EXTERIOR WET, AND EXTERIOR DRY) IS EXPECTED TO EXCEED 19%. CONNECTORS AND THEIR FASTENERS SHALL BE THE SAME MATERIAL. COMPLY WITH THE TREATMENT MANUFACTURERS RECOMMENDATIONS FOR PROTECTION OF METAL. 18.TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2021. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS CONNECTED. 19.WOOD FASTENERS A.NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8d 2-112" 0.131 " 10d 3" 0.148" 16d BOX 3-112" 0.135" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS -PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 113 THE LENGTH OF THE NAIL FROM THE MEMBER END. BALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 318" AND SMALLER LAG SCREWS. WOOD CONT. 20.NOTCHES AND HOLES IN WOOD FRAMING: A.NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN JOISTS SHALL NOT EXCEED ONE -SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. HOLES BORED IN SOLID SAWN JOISTS AND RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE JOIST. B.IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS PERMITTED TO BE BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 518 INCH TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. C.NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE NOTED. 21.WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A.ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER CONSTRUCTION MANUAL" AND THE AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.10.2. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B.WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TW016d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C.. LAP TOP PLATES AT JOINTS A MINIMUM 4'-0" AND NAIL WITH TWELVE 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON -CENTER, OR ATTACHED TO CONCRETE BELOW WITH 518" DIAMETER ANCHOR BOLTS @ 4'-0" ON -CENTER EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON -CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH N0.6 X 1-114" TYPE S OR W SCREWS @ 8" ON -CENTER. UNLESS INDICATED OTHERWISE, 112" (NOMINAL)APA RATED SHEATHING (SPAN RATING 2410) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES)AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" ON -CENTER ALLOW 118" SPACING AT ALL PANEL EDGES AND PANEL ENDS. C.FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING BETWEEN RAFTERS AND JOISTS AT ALL BEARING POINTS WITH A MINIMUM OF (3) 16d TOE NAILS EACH END. TOE -NAIL JOISTS TO SUPPORTS WITH TW016d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON -CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTSITRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 118" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON -CENTER, MINIMUM TWO NAILS PER BLOCK, UNLESS OTHERWISE NOTED. D. WOOD SHRINKAGE: MECHANICAL, ELECTRICAL, PLUMBING FIRE PROTECTION, CLADDING, AND OTHER SYSTEMS INSTALLED WITHIN THE BUILDING SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE 318" OF VERTICAL MOVEMENT PER FLOOR LEVEL L ENNEE�INIE z�z4 Third Avenue - Suite goo -Seattle, WA g8�z� p: zo6.443.6z�z ssfengineers.com 934 Broadway -Tacoma, WA g84oz p� z53•z84.947o ssfengineers.com Co ht 2020 Swenson Say Faget -All Rights Reserved D N: Tcv DESIGN: TCU CHECKED: RHR APPROVED: RHR R ONS: JURISDICTIONAL APPROVAL STAMP: RESUB Oct 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT P CT TITLE: Minear Residence 9722 242nd PI SW Edmonds, WA 98020 A ECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 IS Permit SHEET TITLE: General Notes SCALE: ""'t' 8/21/2024 PROJECT No: 10963-2022-12 SHEET NO: S1.1 WINDOW DOOR (E) TRUSSES @ 24" oc WALL & TING SOW � (E) HDR. TYP. U.N.O. � ROOF FRAMING PLAN PLAN NOTES _____COFFEE___ 48" BAR REF. T _1 � 3'-6" I O Q 100 CFM MIN. O 0i M 15'-5" 3'-6" KITCHEN (EXISTING) 6x10 HDR. HATCHED) AREA NOT IN EQ SCOPE 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. PROVIDE (2) BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS UNLESS NOTED OTHERWISE. 3. ALL NEW EXTERIOR WALLS SHALL BE W6 PER SHEARWALL SCHEDULE TYP. U.N.O. 4. ALL BUNDLED STUDS AND POSTS CALLED OUT AT ENDS OF HEADERS AND BEAM SHALL BE PROVIDED AT EACH LEVEL BELOW (TERMINATING AT THE FOUNDATION). 5. BUILT UP BEAMS, SISTERED JOISTS, AND STUD PACKS SHALL BE FASTENED W/ (2) 16d @ 12"' oc TYP. U.N.O. 6. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. LEGEND J NEW WINDOW AT EXISTfNG L TEMP. GRILL Wx SHEARWALL PER SCHEDULE DIRECTION OF FRAMING �� EXTENT OF FRAMING BEAM/HEADER 0 # OF BUNDLED STUDS ® (N) STRUCTURAL WALL BELOW (E) STRUCTURAL WALL BELOW (E) EXISTING (N) NEW C.T.V. CONTRACTOR TO VERIFY s SCALE 1/4" = 1'-0" Jl�i L ENNEE�IN z�z4 Third Avenue - Suite goo -Seattle, WA g8�z� p: zo6.443.6z�z ssfengineers.com 934 Broadway -Tacoma, WA g84oz p� z53•z84.947o ssfengineers.com Copyright 2020 Swenson Say Faget -All Rights Reserved DRAWN: TCU DESIGN: TCU CHECKED: RHR APPROVED: RHR REVISIONS: JURISDICTIONAL APPROVAL STAMP: RESUB Oct 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Minear Residence 9722 242nd PI SW Edmonds, WA 98020 ARCHITECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 ISSUE: Permit SH� ITLE: Framing Plans ""'`' 8/21/2024 PROJECT No: 10963-2022-12 SHEET NO: S2.1 SpYV S�� �pTN 5 OF BpRE� RE 10 �D�S1•A�Asr B�E�pI;E� P ��� AES�DOR NOT�� A ��r TO N��S1A�A R BpR�A�E� D A�EOI� ��IET�R�ER f♦ OF BEARING WALL STUDS STUD MAX DEPTH OF MIN DEPTH REMAINING SIZE EDGE CUT OR NOTCH AFTER CUT OR NOTCH 2x4 �/s" 25/s" 2x6 13/a" 41/8" 2x8 13/4" 5�/2" NON -BEARING WALL STUDS STUD MAX DEPTH OF MIN DEPTH REMAINING SIZE EDGE CUT OR NOTCH AFTER CUT OR NOTCH 2x4 13/a" 2�/8" 2x6 23/is" 33/s" 2x8 27/s" 4 /s" CUTTING AND NOTCHING WOOD STUDS BEARING WALL STUDS STUD MAX DIAMETER MIN DEPTH REMAINING SIZE OF BORED HOLE AFTER BORED HOLE 2x4 13/8" 5/8" EA SIDE OF HOLE 2x6 23/is" 5/s" EA SIDE OF HOLE 2x8 2�/8" 5/8" EA SIDE OF HOLE NOTE: STUDS MAY NOT BE BORED IN EXCESS OF 40% OF THE STUD, IF STUDS ARE DOUBLED, BORINGS MAY BE INCREASED TO 60% OF STUD WIDTH PROVIDED NOT MORE THAN (2) SUCCESSIVE STUDS ARE BORED. BORINGS SHALL NOT BE MADE AT THE SAME SECTION WHERE CUT OR NOTCH HAS BEEN MADE. NON -BEARING WALL STUDS STUD MAX DIAMETER MIN DEPTH REMAINING SIZE OF BORED HOLE AFTER BORED HOLE 2x4 2�/16" 5/8" EA SIDE OF HOLE 2x6 3�/a" 5/s" EA SIDE OF HOLE 2x8 4/a" /s" EA SIDE OF HOLE NOiE: STUDS MAY NOT BE BORED IN EXCESS OF 60% OF THE STUD. BORINGS SHALL NOT BE MADE AT THE SAME SECTION WHERE CUT OR NOTCH HAS BEEN MADE. BORED HOLES IN WOOD STUDS NOTE: NOTE: DO NOT NOTCH MORE THAN THREE ADJACENT BORED HOLE NOT PERMITTED IN MORE THAN THREE STUDS WITHOUT REVIEW BY ENGINEER. ADJACENT STUDS WITHOUT REVIEW BY ENGINEER. Typical Holes and Notches in Wood Studs l�J 3 A35 (a OMIT C (6)16d TYP. S� 7 ,M OR HEADER PLAN IVIDE (2) BEARING DS U.O.N. Typical Header Support w/2 Bearing Studs Shearwall Schedule 0000©O SAWN OR MFR. 16d NAILING LUMBER. 2x MIN. PER SCHEDULE Panel Edge Top Plate Connection Base Plate Connection Mark Sheathing s SEE NOTES FOR Nailing if TJI if Woods at Wood �� at Concrete ADDITIONAL 2x NAILER yy6 15/32" CDX PLYWOOD 8d ®6"oc 16d � 6"oc A35 ®24"oc 16d ®6"oc 5/8"0 A.B. � 48"oc REQUIREMENTS 1/2" MAX. TO �' 16d NAILING EDGE OF �' W4 15/32" CDX PLYWOOD 8d � 4"oc 16d � 4"oc A35 � 16'oc (2)rows 16d ®6"oc 5/8"0 A.B. � 32"oc PER SCHEDULE WASHER W3 ® 15/32" CDX PLYWOOD 8d � 3"oc (2)rows 16d ®4'oc A35 ®12°oc (2)rows 16d � 6'oc s/s'0 A.B. !� 24"oc DetAi A D@tul C W2 ® 15/32" CDX PLYWOOD 8d � 2"oc (2)rows 16d ®4"oc A35 ®9"oc (2)rows 16d ®4"oc OI s " " � /80A.6.®16oc OO BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d � 12'o.c. 3/8" 1/2' OO 8d NAILS SHALL BE 0.131"0 x 2 1/2" (common) — 16d NAILS SHALL BE 0.135"0 x 3 1/2" (box) min typ. O EMBED ANCHOR BOLTS AT LEAST 7". DRILLED AND EPDXIED THREADED ROD MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 6" EMBEDMENT. TITEN HD SCREW ANCHORS MAY BE SUBSTITUTED FOR ANCHOR BOLTS W/ 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x 1/4" MIN. PLATE _ WASHERS. PLATE WASHERS SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C. PLYWOOD ® 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. EDGE NAILING � EDGE — / OVER EA. STUD � � � — _ SEE DETAIL B. WHERE 3x STUDS ARE USED FOR W2, STAGGER NAILS AT ADJOINING PANEL EDGES. eq. eq. Qs TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. — SEE PLANS AND HOEDOWN SCHEDULE FOR ALTERNATE REQUIREMENTS. 16d NAILING _ PER SCHEDULE _ © ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. Detai B I _ OO 7/16" O.S.B. MAY BE SUBSTITUTED FOR 15/32" CDX. PLAN VIEW AT ABUTTING PANEL E ® LTP4's (HORIZONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. EDGES OF W3 & W2 RIM Qs A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. Detai D io AT MULTI —ROW NAILING, MINIMUM OFFSET BETWEEN ROWS AND ROW SPACING 1/2", SEE DETAIL D. >> PROVIDE (3) ROWS 16d � 6"oc AT LVL RIMS. Shearwall Schedule - (Sheathed One Side) ►� E:l L ENNEEN z�z4 Third Avenue - Suite goo -Seattle, WA g8iz� p: zo6.443.6z�z ssfengineers.com 934 Broadway -Tacoma, WA g84oz P� z53•z$4.947o ssfengineers.com Copyright 2020 Swenson Say Faget -All Rights Reserved �� � , �. � _� DRAWN: Oct 22 ���4 DESIGN: CITY OF ED Q� DEVELOPMENT�/ICES CHECKED: RHR APPROVED: RHR R ONS: JURISDICTIONAL APPROVAL STAMP: P CT TITLE: Minear Residence 9722 242nd PI SW Edmonds, WA 98020 A ECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 IS Permit S' TITLE: Details DATE: g/21/2024 PROJECT No: 10963-2022-12 SHEET NO: 10 12 S3.1