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APPROVED BLD2023-1408+Architectural_Plan+11.3.2023_4.39.59_PM+3881292U z U 0 0 Ln Ln a 0 V GENERAL INFORMATION: KAREN A. WHITE/GREG HEINZ 8226 187TH ST SW, EDMONDS, WA 98026 KEVIN RICHARDS, ARCHITECT RICHARTZ STUDIOS, INC 2300 WEST COMMODORE WAY, #201 SEATTLE, WA 98199 PHONE: 206 784 9652 kevin@richartzstudios.com GENERAL CONTRACTOR: OWNER STRUCTURAL ENGINEER: BRETT MOZDEN SWENSON SAY FAGET 2124 3RD AVE, #100 SEATTLE, WA 98121 PHONE: 206 956 3763 CODE EDITIONS: THIS PERMIT COMPLIES WITH THE FOLLOWING: 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL RESIDENTIAL CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL FUEL GAS CODE 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL EXISTING BUILDING CODE 2018 INTERNATIONAL PROPERTY MAINTENANCE CODE 2018 ICC PERFORMANCE CODE 2018 WASHINGTON STATE ENERGY CODE - RESIDENTIAL 2018 UNIFORM PLUMBING CODE EDMONDS COMMUNITY DEVELOPMENT CODE TITLE 19 DRAWING LIST: A0.0 COVER SHEET & GENERAL NOTES A2.0 DEMO PLAN A2.1 FLOOR PLAN S2.0 STRUCTURE PLAN & CALCULATIONS ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE PROJECT INFORMATION: PROJECT ADDRESS: 8226 187TH ST SW, EDMONDS, WA 98026 PARCEL NUMBER: 00567500001800 LEGAL DESCRIPTION: SEAVIEW FOREST TRACTS BLK 000 D-00 - LOT 18 PROJECT DESCRIPTION: REMODEL MASTER BATHROOM AND FOYER. 0.31 ACRES BUILDING AREA: LIVING AREA: 2431 SF ATTACHED GARAGE: 651 SF PROJECT WORK AREA: ±100 SF YEAR BUILT: 1956 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED CLANS MUST BE ON JOF 0" E PROPERTY ADDRESS 8226 187TH ST SW 185th St SW 00 co W N 7 n n > > Seaview Park Pic `< and Tennis 186th St=SW- ,- -—186t6St SW 186th St SW 186W � A co 0' > < 187th St SW 18 th co co 188th St SW co co S Q 0 > . < Seaview Elementary School VICINITY MAP N.T.S. GOOGLE MAPS 2023 NORTH Interconnected Smoke Alarms Are A Requirement �I Of This Permit In Accordance With R314.2.2 ............................................. Separate Plumbing Permit Required. Please apply via MyBuildingPermit.com City Of Edmonds Building Department Work REMODEL -------------------------------------------- Address 8226 187TH ST SW Owner WHITE ---------------- ------------------------------------- Approved Date 11 /15/2023 Building Official Erg --- Permit Number BLD2023-1408 REVISIONS DATE - PAGES - CHANGES REV1 REV2 REVS REV4 REV5 GENERAL NOTES: 1 CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND JOB CONDITIONS RELATED TO THIS WORK. ALL DIMENSIONS SHALL BE CONSIDERED "NOMINAL" UNLESS NOTED OTHERWISE (U.N.0). DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. DIMENSIONS ON LARGE SCALE DRAWINGS OR DETAILS WILL PREVAIL OVER SMALLER SCALED DRAWINGS. WRITTEN DIMENSIONS ARE DRAWN TO THE FACE OF FRAMING, U.N.O. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT, PROVIDE ALL BUCK OUTS, BLOCKING, AND JACKS AS REQUIRED BY THE DRAWINGS AND OTHER TRADES. ANY DISCREPANCY IN DIMENSIONS SHALL BE REPORTED IN WRITING TO THE ARCHITECT FOR CLARIFICATION, OR APPROVAL OF MODIFICATION BEFORE COMMENCING WORK. THE RESPONSIBILITY TO THE OWNER/ARCHITECT, SHALL REST WITH THE CONTRACTOR OR ANY OTHER PERSON APPROVING SUCH A CHANGE. 2 THE GENERAL CONTRACTOR, ALL SUB -CONTRACTORS AND ALL MAJOR SUPPLIERS SHALL SUBMIT TO THE OWNER WITHIN 30 DAYS AFTER COMPLETION ALL "RELEASE OF LIENS" FOR ALL WORK PERFORMED PRIOR TO FINAL PAYMENT. PARTIAL LIEN WAIVERS SHALL BE SUBMITTED WITH MONTHLY DRAW REQUEST. 3 ALL WORK SHALL BE IN COMPLIANCE WITH THE INTERNATIONAL RESIDENTIAL CODE, UNIFORM PLUMBING CODE, AND NATIONAL ELECTRIC CODE AS ADOPTED AND MODIFIED BY THE LOCAL JURISDICTION AND ALL OTHER LAWS, CODES, ORDINANCES AND REGULATIONS OF THE COUNTY, STATE, AND FEDERAL JURISDICTIONS. (LATEST EDITION AND AMENDMENTS) 4 ALL MANUFACTURERS AND/OR SUPPLIERS SHALL SUBMIT SHOP DRAWINGS AND/OR MATERIAL SAMPLES TO THE OWNER/ARCHITECT FOR APPROVAL PRIOR TO FABRICATIONS. 5 ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. WOOD SPECIFICATIONS TO CONFORM TO 2018 IBC, OUTLINE SPECIFICATIONS, STRUCTURAL PLANS AND NOTES. 6 ALL OF THE GENERAL CONTRACTOR'S EQUIPMENT, SCAFFOLDING, HOISTS, ETC, SHALL BE AVAILABLE TO THE OWNER/ARCHITECT AND THEIR STAFF FOR INSPECTION OF ANY AND ALL WORK DURING NORMAL HOURS. 7 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL DELIVERY POINTS, HOISTS LOCATIONS, ACCESS TO AND FROM THE SITE OF THE BUILDING AND UTILITY SERVICES. 8 ESTIMATE BID TO INCLUDE ALL NECESSARY AND REQUIRED PERMITS, LICENSES, FEES AND INSURANCE- EVIDENCE OF WHICH MUST BE SUBMITTED TO THE OWNER PRIOR TO CONSTRUCTION. 9 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUB -CONTRACTORS WORKING AT JOB SITE AND FOR ALL COORDINATION OF WORK. THE MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTOR SHALL FULLY COORDINATE ALL EQUIPMENT WITH OTHER TRADES. CONTRACTORS SHALL BE RESPONSIBLE FOR FINAL HOOK-UP OF ALL EQUIPMENT NOT FURNISHED BY THEM BUT REQUIRED FOR FINAL COMPLETION. 10 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF ALL MATERIALS AT JOB SITE UNTIL FINAL ACCEPTANCE OF WORK BY OWNER. 11 ANY SUB -CONTRACTOR CUTTING INTO WORK ALREADY COMPLETED, CUTTING CHASES AND TRENCHES FOR THE INTRODUCTION OF HIS WORK AND EQUIPMENT IN THE BUILDING SHALL PERFORM OR PAY FOR ALL BACK FILLING, REPARATION OF WALLS, FLOOR, AND ANY OTHER DAMAGES, BY SUCH COMPANY. ALL REPAIRS SHALL MATCH EXISTING SURFACES. 12 SEALANTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS IN A WATERTIGHT MANNER. ALL JUNCTIONS BETWEEN MASONRY, CONCRETE, AND METAL SHALL BE FILLED WITH THE MANUFACTURER'S RECOMMENDED BACKER ROD TO FORM PROPER SEALANT PROFILE AND DEPTH. 13 GENERAL CONTRACTOR TO PROVIDE GALVANIC INSULATION BETWEEN ALL DISSIMILAR METALS. 14 ALL NEW CONSTRUCTION ADJACENT TO EXISTING CONSTRUCTION SHALL BLEND TO MEET THE EXISTING CONDITIONS, AND THERE SHALL NOT BE ANY ABRUPT CHANGES IN SURFACES OR UNFINISHED SURFACES. 15 SPECIALTIES: FINISH HARDWARE/PLUMBING FIXTURES AND BATHROOM ACCESSORIES TO BE SELECTED BY OWNER/ARCHITECT AND FURNISHED AND INSTALLED BY CONTRACTOR U.N.O. (SEE SCHEDULES AND INTERIOR ELEVATIONS.) 16 NO SUBSTITUTIONS ARE ALLOWED FOR MATERIALS WHERE SPECIFIC MANUFACTURERS ARE INDICATED, UNLESS APPROVED BY THE OWNER/ARCHITECT. REQUESTS FOR SUBSTITUTIONS SHALL BE MADE IN WRITING PRIOR TO ORDERING MATERIALS OR COMMENCING WORK. SUCH REQUESTS SHALL INCLUDE THE DATE, SCOPE OF WORK, ANY ADDITIONAL COSTS TO THE OWNER, AND ANY ANTICIPATED DELAYS CAUSED BY SUCH CHANGES. 17 NO EXTRA WORK OR CHANGE SHALL BE MADE UNLESS A WRITTEN CHANGE ORDER IS SUBMITTED AND SIGNED BY THE OWNER AND ARCHITECT. THE ORDER SHALL STATE THAT THE OWNER HAS AUTHORIZED THE EXTRA WORK OR CHANGE. AND NO CLAIM FOR AN ADDITIONAL SUM SHALL BE VALID UNLESS SO OFFERED AS DESCRIBED ABOVE. 18 UNLESS OTHERWISE NOTED, PROVIDE ALL MISCELLANEOUS FASTENERS, HARDWARE AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. EVEN THOUGH SUCH ITEMS MAY NOT HAVE BEEN SPECIFICALLY MENTIONED IN THE DRAWINGS AND SPECIFICATIONS, NOTIFY THE OWNER/ARCHITECT OF ANY REVISIONS OR ADDITIONAL INFORMATION OBTAINED FROM THE MANUFACTURER OF SPECIFIED MATERIALS OR EQUIPMENT THAT MAY AFFECT THE CONTRACT TIME, COST, OR QUALITY OF WORK. 19 CLEANING: DURING CONSTRUCTION: GENERAL CONTRACTOR TO OVERSEE CLEANING AND ENSURE THAT BUILDING GROUNDS ARE MAINTAINED FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH. REMOVE WASTE MATERIALS, RUBBISH, AND DEBRIS DAILY FROM THE SITE AND LEGALLY DISPOSE OF AT PUBLIC OR PRIVATE DUMPING AREAS OFF THE JOB SITE. SPECIAL CLEANING: BESIDES GENERAL BROOM CLEANING, PERFORM THE FOLLOWING SPECIAL CLEANING AT THE COMPLETION OF WORK (FOR ALL TRADES) USING ONLY CLEANING MATERIAL RECOMMENDED BY MANUFACTURER OF SURFACE TO BE CLEANED AND ONLY ON SURFACES RECOMMENDED BY CLEANING MATERIAL MANUFACTURER: REMOVE PUTTY STAINS AND PAINT FROM ALL GLASS. CARE SHALL BE TAKEN NOT TO SCRATCH GLASS. REMOVE ALL MARKS, STAINS, FINGERPRINTS, AND OTHER SOIL AND/OR DIRT FROM ALL PAINTED, DECORATED AND STAINED WORK. CLEAN AND POLISH ALL HARDWARE AND FIXTURES FOR ALL TRADES UPON COMPLETION, INCLUDING REMOVAL OF ALL STAINS, DUST, ETC. 20 ALL WORKMANSHIP AND MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF CERTIFICATE OF OCCUPANCY UNLESS SPECIFIED FOR A LONGER PERIOD OF TIME ON SPECIFIED ITEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING OR REPAIRING HIS OWN DEFECTIVE WORK AS WELL AS PAY ALL COSTS INCIDENTAL THERETO INCLUDING DAMAGE TO OTHER WORK, FURNISHINGS OR EQUIPMENT. ALL WARRANTIES OR GUARANTEES AS TO MATERIALS OR WORKMANSHIP ON OR WITH RESPECT TO THE OWNERS WORK SHALL BE CONTAINED IN THE CONTRACT OR SUBCONTRACT, WHICH SHALL BE SO WRITTEN THAT SUCH GUARANTEE OR WARRANTIES SHALL INSURE TO THE BENEFIT OF OWNER. 21 INSURANCE: PRIOR TO THE COMMENCEMENT OF WORK THE GENERAL CONTRACTOR SHALL DELIVER TO THE OWNER CERTIFICATES OF INSURANCE FOR BOTH COMPREHENSIVE GENERAL LIABILITY AND WORKMAN'S COMPENSATION INCLUDING THE TOTAL AMOUNT OF COVERAGE AND CONDITIONS STIPULATED AND AGREED BY BOTH PARTIES. 22 THE OWNER SHALL BE RESPONSIBLE FOR PAYING THE BUILDING PERMIT FEE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL OTHER PERMITS REQUIRED OR NECESSARY FOR THE COMPLETION OF THE WORK FROM THE RESPECTIVE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE GOVERNING AGENCIES AS REQUIRED FOR INSPECTION OF THE WORK TO BE INSTALLED. 23 ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE CONSTRUCTION SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 24 ALL PRODUCTS SHOWN OR SPECIFIED IN THIS DOCUMENT SHALL BE SUBMITTED TO THE ARCHITECT AND THE OWNER FOR APPROVAL. THE CONTRACTOR SHALL PROVIDE SAMPLES OF ALL FINISHES TO THE ARCHITECT AND OWNER FOR APPROVAL BEFORE INSTALLATION. 25 ALL TRADES SHALL REFER TO THE ARCHITECTURAL DRAWINGS REGARDING LOCATIONS OF WORK TO BE INSTALLED. 26 DRAFTSTOPPING SHALL BE INSTALLED TO SUBDIVIDE COMBUSTIBLE FLOOR/CEILING ASSEMBLIES SO THAT HORIZONTAL FLOOR AREAS DO NOT EXCEED 1,000 SF PER 2018 INTERNATIONAL RESIDENTIAL CODE R302.12. 27 THESE DRAWINGS ARE TO BE DESIGN -BUILD FOR MECHANICAL, ELECTRICAL, AND PLUMBING TRADES U.O.N. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE TRADES AND NOTIFYING THE OWNER/ARCHITECT OF ANY CONFLICTS PRIOR TO THE BEGINNING OF WORK FOR OWNER/ARCHITECT APPROVAL. WHEREVER POSSIBLE, FRAMING MEMBERS ARE TO BE LOCATED TO ACCOMMODATE THE WORK OF THESE TRADES. 28 ALL PIPING AND CONDUIT UNDER SLAB SHALL BE A MINIMUM OF 2'-0" CLEAR OF UNDERSIDE OF FOOTING. 29 ALL FINAL SURFACE GRADING SHALL BE COMPLETED TO FACILITATE POSITIVE DRAINAGE AWAY FROM THE BUILDING UNLESS NOTED OTHERWISE. 30 PRIOR TO AND DURING THE WORK, CONTRACTOR SHALL VERIFY CONDITIONS; ANY CONDITIONS INCONSISTENT OR PROBLEMATIC WITH REGARDS TO THE INTENT OF THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER/ARCHITECT PRIOR TO STARTING OR CONTINUING WORK IN THE AREA CONCERNED. 31 CONTRACTOR TO ASSUME ALL MATERIALS ARE TO BE NEW UNLESS NOTED AS EXISTING. 32 FLASH OPENINGS WITH MIN. 26 GA. GALV. STEEL TO ACCEPTABLE INDUSTRY STANDARDS. ALL FLASHING LAP SEAMS TO BE 12 MIN. W/ 2 BEADS OF SEALANT. PRE -FINISHED FLASHING, TYP. 33 ALL UNDERGROUND UTILITIES MUST BE VERIFIED AS TO EXACT LOCATIONS SO AS NO INTERFERENCE BY DISRUPTION WILL BE CAUSED. GENERAL CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITIES. DAMAGE THAT MAY BE CAUSED BY THE GENERAL CONTRACTOR OR ANY SUB CONTRACTOR TO ANY OF THE ABOVE MENTIONED SHALL BE REPAIRED BY GENERAL CONTRACTOR AND LEFT IN AS GOOD A CONDITION AS EXISTED PRIOR TO DAMAGING. 34 PROVIDE WATERPROOFING ON BELOW GRADE CONCRETE, PER SPEC. INSTALL DRAINAGE MAT OVER WATERPROOFING, PER SPEC. 35 NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. 36 PROVIDE GFI PROTECTION @ RECEPTACLES IN BATHS, KITCHEN, OUTDOOR AND OTHER WET LOCATIONS. 37 PROVIDE SUFFICIENT BLOCKING IN WALLS FOR SUPPORTING COUNTERS, CABINETS, ACCESSORIES, ETC. AS REQUIRED. 38. CONDUCT ASBESTOS SURVEY, IF THE DEMOLISHED STRUCTURE INCLUDES 48SQFT OR 10LIN FT OF ABESTOS-CONTAINING MATERIAL, A NOTIFICATION MUST BE FILED TO ORCAA AT LEAST 10 DAYS BEFORE WORK BEGINS. R I C H A R T Z S T U D I O S I N C ARCHITECT: RICHARTZ STUDIOS, INC. 2300 WEST COMMODORE WAY, #201 SEATTLE, WA 98199 T: 206 784 9652 F: 206 913 2432 CONTACT: KEVIN RICHARDS, ARCHITECT 2300 WEST COMMODORE WAY, #201 SEATTLE, WA 98199 T:206 784 9652 kevin@richartzstudios.com 6964 REGISTE?.ER 'i y v V, r VV/ V J M. RICE ARI?� OF WASNINGTON WHITE RESIDENCE 8226 187TH ST SW EDMONDS, WA 98026 PERMIT DRAWINGS DATE: OCT 31ST, 2023 PROJECT# : REF#: SCALE: AS NOTED DESIGNED: KR RECEIVED DRAWN: YS Nov 06 2023 REVIEWED: KR CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COVER SHEET & GENERAL NOTES A0.O 0 N X w aj aj tn Ln Q (E) CRAWLSPACE ACCESS AT FOUNDATION WALL DEMO EX. SHOWER LL DEMO EX. SINKS N� N -H X w (E) WINDOW TO REMAIN DEMO EX. TUB DEMO PLAN SCALE: 1/4" = 1'-0" NORTH LEGEND: NEW WALL 0 EX. WALL, TO REMAIN C EX. WALL, TO BE REMOVED �F VENTILATION FAN - 0 WALL TYPE TAG ooi FLOOR TYPE TAG NnTFC,- 1. ALL EX. EXTERIOR WINDOWS AND DOORS TO REMAIN 2. ALL EX. CEILINGS TO REMAIN 3. ALL EX. EXTERIOR WALLS TO REMAIN, EXCEPT FOR INTERIOR FINISHES PER WALL TYPE 2&3 4. ALL EX. FLOORS TO REMAIN, EXCEPT FOR MASTER BATHROOM 5. NO CHANGE TO EX. WALLS BETWEEN DWELLIN AND GARAGE 6. ALL EX. SMOKE AND CARBON MONOXIDE ALARMS TO REMAIN 7. ALL EX. HVAC SYSTEM TO REMAIN 8. ALL ARCHITECTURAL MEASUREMENTS ARE FROM FINISH TO FINISH, U.O.N. R I C H A R T Z S T U D I O S I N C ARCHITECT: RICHARTZ STUDIOS, INC. 2300 WEST COMMODORE WAY, #201 SEATTLE, WA 98199 T: 206 784 9652 F: 206 913 2432 CONTACT: KEVIN RICHARDS, ARCHITECT 2300 WEST COMMODORE WAY, #201 SEATTLE, WA 98199 T:206 784 9652 kevin@richartzstudios.com W WHITE RESIDENCE 8226 187TH ST SW EDMONDS, WA 98026 PERMIT DRAWINGS DATE: OCT 31ST, 2023 PROJECT# : REF#: SCALE: AS NOTED DESIGNED: KR RECEIVED DRAWN: YS Nov 06 2023 REVIEWED: KR CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DEMO �,W.,0� A200 Q u z 0 0 Ln a 0 V (E) CRAWLSPACE ACCESS AT FOUNDATION WALL TO REMAIN CABINET UNDERNEATH (2) UNDERCOUNTER SINKS (2) DECK -MOUNTED FAUCETS VANITY MIRROR W/ -' MEDCINE CABINET LL: VANITY MIRROR - OPEN UNDERNEATH END PANEL N + = TOWEL BAR -' CURVED SHOWER CURTAIN X w (E) WINDOW TO REMAIN _ FOLDING BENCH ROLL -IN SHOWER (REFRAMED FLOOR TO BE DEPRESSED) LINEAR SHOWER DRAIN S-AG 3860 OR EQUIVALENT, F.V. DIMENSIONS GRAB BARS E) MASTER BEDROOM EX. f7-11ill , F.V. '-10" EX. up F 001 MA TER BATHROOM TILE ALIGN LL 002 t0 II II I FOLDING GRAB R GRAB BAR (E) CABINET T REMAIN FOYER (E) WOOD FU -HEIGh L EN CAB. 32"X80" DOOR, MATCH EX., F.V. (E) HEATER, REPLACE THE GRILLE TO AG10 OR EQUIVALENT (E) BEDROOM PATCH THE WOOD FLOOR AS RQRI RELOCATE POCKET DOOR REUSE EX. DOOR & HARDWARE 40"X80" DOOR, MATCH EX. WIDEN DOOR OPENING, REUSE EX. HINGE & HARDWARE 1 4 SIM 4 (E) HALLWAY II (E) ATTIC ACCESS TO REMAIN, 30"X32" 1- 11 ��-- --� E) BEDROOM I I I I (E) POWDER FLOOR ASSEMBLY: ool - OWNER SPECIFIED TILE - UNDERLAYMENT & (E) HEATING MAT - (E) CAR DECKING - (E) FLOOR FRAMING W/ R-30 BATT INSULATION AS REQ'D 0o2 - OWNER SPECIFIED STONE SLAB - MORTAR BED, F.V. THICKNESS - WATERPROOF MEMBRANE - HEATING MAT AS NEEDED - PRE -SLOPED MORTAR BED @ 4" / FT. - PLYWD SUBFLOOR PER STRUCT. - FLOOR FRAMING PER STRUCT. W/ R-30 BATT INSULATION FILLED AS REQ'D (E) BATHROOM I I (E) FURNACE nr%r,nn WALL ASSEMBLY: - (E) DRYWALL - (E) FRAMING - 1/2" CEMENT BOARD - OWNER SPECIFIED FINISH - 1/2" DRYWALL - 2X4 FRAMING @16" O.C. - 1/2" CEMENT BOARD - OWNER SPECIFIED FINISH - (E) EXTERIOR FINISH - (E) WRB - (E) SHEATHING - (E) FRAMING W/ INSULATION - 1/2" CEMENT BOARD - OWNER SPECIFIED FINISH FLOOR PLAN SCALE: 1/4" = V-0" E W/D CLOSET I (E) WATER 1 IrATrP1 CLOSET - (E) EXTERIOR FINISH - (E) WRB - (E) SHEATHING - (E) FRAMING W/ INSULATION - (E) DRYWALL E KITCHE DINING ROOM DEMO EX. TILE AND UNDERLAYMENT, �I ADD NEW 1/2" DRYWALL - (E) DRYWALL - (E) FRAMING - (E) DRYWALL DEMO EX. TILE AND UNDERLAYMENT, �y ADD NEW 1/2" DRYWALL - 1/2" DRYWALL - FLAT 2X4 FRAMING @ 16" O.C. - 1/2" DRYWALL NORTH LIVING ROOM E PORCH STORAGE ROOM FAMILY ROOM (E) GARAGE LEGEND: 0 NEW WALL 0 EX. WALL, TO REMAIN EX. WALL, TO BE REMOVED �F VENTILATION FAN - WALL TYPE TAG ool FLOOR TYPE TAG nir�Trr. 1. ALL EX. EXTERIOR WINDOWS AND DOORS TO REMAIN 2. ALL EX. CEILINGS TO REMAIN 3. ALL EX. EXTERIOR WALLS TO REMAIN, EXCEPT FOR INTERIOR FINISHES PER WALL TYPE 2&3 4. ALL EX. FLOORS TO REMAIN, EXCEPT FOR MASTER BATHROOM 5. NO CHANGE TO EX. WALLS BETWEEN DWELLING AND GARAGE 6. ALL EX. SMOKE AND CARBON MONOXIDE ALARMS TO REMAIN 7. ALL EX. HVAC SYSTEM TO REMAIN S. ALL ARCHITECTURAL MEASUREMENTS ARE FROM FINISH TO FINISH, U.O.N. R I C H A R T Z S T U D I O S I N C ARCHITECT: RICHARTZ STUDIOS, INC. 2300 WEST COMMODORE WAY, #201 SEATTLE, WA 98199 T: 206 784 9652 F: 206 913 2432 CONTACT: KEVIN RICHARDS, ARCHITECT 2300 WEST COMMODORE WAY, #201 SEATTLE, WA 98199 T:206 784 9652 kevin@richartzstudios.com 6964 REGISTERED .J (/ V V ' Y v(/ V J M. RICE 4RDS OF WASHINGTON WHITE RESIDENCE 8226 187TH ST SW EDMONDS, WA 98026 PERMIT DRAWINGS DATE: OCT 31ST, 2023 PROJECT# : REF#: SCALE: AS NOTED DESIGNED: KR RECEIVED DRAWN: YS Nov 06 2023 REVIEWED: KR CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT FLOOR PLAN A2m 1 u z 0 0 Q u r a 0 V GENERAL STRUCTURAL NOTES: CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018 EDITION). 2. DESIGN LOADING CRITERIA: FLOOR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF 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. RENOVATION 9. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND 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. 10.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. 11.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. WOOD 12.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 2017. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2 AND BEAMS MINIMUM BASE VALUE, FB = 850 PSI (4X MEMBERS) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, FB = 1000 PSI BEAMS (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, FB = 1350 PSI POSTS (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, FC = 1350 PSI (6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, FC = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR -LARCH NO. 2 OR HEM -FIR NO. 2 13.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 1/2" (NOMINAL) WITH SPAN RATING 32/16. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 14.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. 15.PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD U1 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. 16.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. 17.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. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITS" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" 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. 18.WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6D 2" 0.113" 8D 2-1/2" 0.131" 10D 3" 0.148" 12D 3-1/4" 0.148" 16D BOX 3-1/2" 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 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. B. ALL 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 3/8" AND SMALLER LAG SCREWS. 19.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 5/8 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. 20.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 2304.10.1. 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 TWO 16D 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 5/8" 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 NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8" ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) 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 1/8" 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 TWO 16D 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 JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" 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 3/8" OF VERTICAL MOVEMENT PER FLOOR LEVEL PLAN NOTES 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 3. EXISTING FRAMING ON PLANS IS ASSUMED. CONTRACTOR TO VERIFY DIRECTIONS AND EXTENTS. NOTIFY ARCHITECT AND ENGINEER IF DIFFERENT. 4. TYPICAL FLOOR FRAMING CONSISTS OF FLOORING PER ARCHITECT OVER 3/4" T&G APA RATED PLYWOOD FACE GRAIN PERPENDICULAR TO FRAMING PER PLAN, U.O.N. 5. NAIL FLOOR SHEATHING W/ 8D AT 6" OC AT FRAMED PANEL EDGES AND OVER SHEARWALLS, AND AT 12" OC IN FIELD. (2) LS70 - ONE EACH SIDE OF BEAM 2X8 @16" O.C., w/ LUS EA END HUC48 w/ 4"0 x1- 4" TITEN TURBO CONC. SCREWS (2) LS70 - ONE EACH SIDE OF BEAM (E) CONC. FOUNDATION (E) 4x4 POSTS &FTGS. (E) 4X8 FLOOR JOISTS (E) 4x4 POSTS &FTGS. FLOOR FRAMING PLAN 0 1' 2' 41 8' SCALE: 1/4" = V-0" NORTH R I C H A R T Z S T U D 1 0 S I N C ARCHITECT: RICHARTZ STUDIOS, INC. 2300 WEST COMMODORE WAY, #201 SEATTLE, WA 98199 T: 206 784 9652 F: 206 913 2432 CONTACT: KEVIN RICHARDS, ARCHITECT 2300 WEST COMMODORE WAY, #201 SEATTLE, WA 98199 T:206 784 9652 kevin@richartzstudios.com WHITE RESIDENCE 8226 187TH ST SW EDMONDS, WA 98026 PERMIT DRAWINGS DATE: OCT 13TH, 2023 PROJECT# : REF#: SCALE: AS NOTED DESIGNED: KR RECEIVED DRAWN: YS Nov 06 2023 REVIEWED: KR CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT STRUCTURAL PLAN S2mO