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APPROVED FIR BLD2024-1362+Architectural_Plan+10.15.2024_7.39.21_AM+45595220909 020Z 050t C Oz ° BEDROOM2 BEDROOM1 N 09 9Z OzZ S L-j 09 09 0� o 9z 0909 LIVING ROOM 00S 09 00 00 SEE (E) ELECTRICAL HVAC WATER PLAN EXISTING FLOOR PLAN L J) 1/4" = 1'-0 w w 1 I I I I 1 I I I I I I I I I I I I I I I I I I a- 0 Z Approved DFM akr�s Burt South County Fire Date: 10/29/2024 W w w v= LL WORK SUBJEq TO FIELD INSPECTION FOR :ODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES „9-,9 I J I J I rill, I BA1 ° I TILE BEDROOM1 m o < VINYL PLANK ;I 09 dOi0V81NO08nS A8 NOIS30 13SO10 w a w w U w Pnf � � w� � o _ O w � U U w z w � i3-- w w cn z Z 09 dOlOVd1N008f1S J 8 NOIS30 13SO10 LIVING ROOM VINYL PLANK DECK (E) SURFACE APPROVED PLANS MUST ON JOB SITE a U BEDROOM2 VINYL PLANK M O N U N 7�'�7 0� OZ 30V1d3d N dOlOVd1N000nS S3A1VA J G NOIS30 13SO10 Olz o O OI NEW WATER O SHUTOFF N r ----� m w � OZ ~ N HS(5) 9Z 31 1d3d 9 1 N OzCD r---------� I I NEW WATER SHUTOFF: L_________J BA2 PROVIDE (2) NEW Q w w TILE WATER SHUTOFF AT (2) COLD WATER VINYL PLANK 0 0 0 2 CCD :Mz2 O O U M z o� z w I w U w w I cD w U II w I I MoUcn I I oc. w II � r----------- — --- ------ 09 09 r 10 ONV o HS N3dO L i N 1 I � W � Y O � w o U z LOCATIONS REVIEW 02(3) WITH OWNER ON SITE co PROJECT NOTES NTI�:�II�I:P►f�l:ll�l�la��l MAILING ADDRESS: 1752 NW MARKET ST. #4112, SEATTLE, WA. 98107 KATE: k8mitchell82®gmail.com JIM: mitchej82@gmail.com JIM MOBILE: 206-822-5486 JOB LOCATION THE COMMODORE CONDOMINIUM UNIT 102 546 ALDER ST., EDMONDS, WA. 98020 PARCEL 00682300110200 FLOOR AREA PER TAX ASSESSOR 1407 SQ. FT IMPORTANT VERIFY EXISTING CONDITIONS INCLUDING DIMENSIONS ON SITE BEFORE BEGINNING CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWINGS AND EXISTING CONDITIONS WALLBOARD FINISHES REMOVE EXISITNG TEXTURE AT CEILINGS TO CREATE SMOOTHWALL FINISH TEST FOR ASBESTOS BEFORE DEMOLITION AND COMPLY WITH LOCAL REGULATIONS FOR REMOVAL AND DISPOSAL OF ANY EXISTING ASBESTOS REMOVE ALL EXISTING WALL PAPER AND MATCH (E) WALL TEXTURE AT REMOVED WALL PAPER AREAS. SMOKE DETECTORS ADD NEW SD PER PLANS AND CONNECT WITH EXISTING SD IN HALL. PROVED COMBINATION CO+SD AT SD HALL LOCATION ENERGY NOTES NO CHANGE TO EXTERIOR WALLS. NO ENERGY REQUIREMENTS FOR INTERIOR NON STRUCTURAL REMODEL. NO WHOLE HOUSE VENTILATION REQUIRED. DRAWINGS Al FLOOR PLANS, NOTES A2 WALL ELEVATIONS A3 CEILING FURRING, DETAILS A4 ELECTRICAL PLANS, (E) ELECTRICAL HVAC WATER A5 GENERAL NOTES Fir:Rated assemblies shall be restored or ma ntained. co I N Se rate plumbing permit required NEW WATER SHUTOFF zNw oTo �om CityOf Edmonds NW ��Q o p U co 8w Building Department J CD z Wok INTERIOR REMODEL CD Add SS 546 ALDER ST 102 Ow r MITCHELL Approved Date 10/17/2024 Building Official Erg REMODEL FLOOR PLAN NEW 2X4C�16'°FRAME WALL 1 /4" = 1'-0 (E) WOOD FRAME WALLrmlt REMOVE WALL TYP -� Number B L D2024-1362 (E) CMU CEILING HEIGHT �LLJ U O W W J Z U) S = 2 w C o o LLj cn � z::4 Il O c-1 N T 00 (D Cz a) Cz a--' Cl U E �Q�LO� � N (Da0')� 80 CO rn 2 J E E 2 � O N � co AA 2025 FILE MITCHELL EDMONDS REVISION DATE 10/03/24 10/07/24 .ECEIVED Oct 17 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 N O co Oz po z 0 Ow U . � J Cl) � w � I o UJ G � Ioc 4'-0" 7'-7» 31' 4'-9- CAB FILLER N GWB CAB PANEL T AND SPLASH i EQ EQ ``' CAB PANEL BUILT IN REF EANI PPLI INK ® DW E� MW o TRAYS 2'-6" 1'-6" 1 2'-O" 3'-3" VERIFY DIMENSIONS 2'-6» APPLIANCE 3'-3" _6" 16'-10" KITCHEN 1 1 /4', = V-0. _2" MIN VENT SPACE PER REFER SPECS OPEN TO ENTRY GWB OPEN TO KITCHEN 0L —1 1'-9" 1'-6" 2,-6„ 1'-6" o 1'-9" 9'-0$$ ISLAND 3 1 /4 = V-0. LOCATE SHOWER LIGHTED HEAD AND VALVES RECESSED SHR HEAD WITH OWNER ON SITE LAV IN MIRRORED MC COUNTERTOP I L - - - - O CV LC) NEW WALL WALL MOUNT AB MOUNT TOIL , 3'-0" l'-6" , 2'-6" .1'4" ,9" , S-6" 12'-9" BATHROOM 1 7 1 /4', = V-0. CAB PANEL ul SEE PANTRY INTERIOR DRAWING GL -IF GL r 31'-10" VALVE AND HANDHELD �O GRABBAR CLR GL PANEL 3'-6" 2'-8" 6'-2„ SHWR NICHE I M I NEW TILE/STONE SURFACE ON FIREPLACE FACE TBS GL NEW ELECTRIC FIRE IN (E) FP LIVING ROOM 4 1 /4', = V-0. GRABBAR GRABBAR=T6 _---� FOLD DOWN SEAT 3'-0" PROVIDE BLOCKING FOR ALL GRABBARS 7'-3" 2'-6" 12'-9" GL GRABBAR=TB 6'-2" r- - - - - - - - - - -- ------------- I I I I I I I I I I TV LOC I I I I I I I I L------------ J I I ------------------ I I 1 i TV EQUIPMENT ---------------1 1 i CABINET LOC I I I I I I ------------------- I I 1 1 I I COUCH LOC LAV IN COUNTEI c WALL MOUNT NEW WALL CAB MOUNT TOILET 8'-3" OPEN TO HALL CHANGE VALVES ? 0 BATHROOM 2 1 /411 = 1 1-011 81 ----------- I I j (E) TILE AND TUB j I I I I I i 5-0" 5'-0" 7'-7„ 4'-3" ECYCL POTS POTS 2'-8" 3'-7" 1'-6" 1'-9" 2'-6" 1'-9" 1'-6„ 4'-3„ CAB PANEL ABOVE MURPHY BED ADJ SH ADJ SH o tol 8'-3" QUEEN SIZE MURPHY BED 11'-5" BEDROOM 2 6 1 /4', = V-011 5-0" in 00 I PREFAB PLAM CT — WITH SPLASH 1'-9" 1, 2,-0" 1, 2,-9" 12"DEEP WALL I GWB 24»DEEP 1'-9" 24»DEEP 2'-Off2'-Off9" 15"DEE 6'-6" CORNER TYP SHELVING CUT TO ,,—WALL ANGLE SUPPORT WITH 1X2 AT RIGHT END OPEN CAB BOXES WITH ADJ SH-IKEA OR SIMILAR TYP IN PANTRY CAB FILLER SEDGE OF DOOR PANTRY 2 1 /4', = V-0. O OfU W J to 2 Z = S CrQj,-:) g L.� m O w 0 0 CD N T 00 Z75 � U Q a) Cz U E }' :E3 O — U Q V Lr) _ > U O Q U 0� 0 _r o, CO E 2 O C:) N O I- I - I AA 2025 1 FILE MITCHELL EDMONDS REVISION DATE 10/03/24 .ECEIVED Oct 17 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O N O Co V Q z no z � Q w U J ~ C/) J Lu w 2p UJ Lo A2 0 U O W W f J Z L ¢ g 3 S ?,� Li 1 RA ` W + 1-1/2" SOUND BATTS CONCRETE DECK E 40303 RFGIST ER10 FSSlpNAL LNG\ 1'-2" GWB RESILIENT CHANNELS NOTE: 5/8„ GWB ` ---------------------------------- 1. INSTALL FASTENERS IN STRICT ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS. 2. ADD'L INFO NOT SHOWN FOR CLARITY. (E) CONIC SPAN DECK TYP FURRED CEILING 3C\j 0_ 1 II=11.011 00 � r ■ [] ----------------------- . . -Z � U U CONCRETE DECK o D U � N E PT 2x DECK PLATE W/ QCID O (2) TNT25314TF TITEN � N o z L U) U (2) 2x TOP PLATE W/ TURBO SCREWS @ 32" I z u - u Q . Ln _ SDPW19600 DEFLECTOR OC, STAGGER 16" + I J x Q — > G, O) SCREW @ 48" OC N N Q 0.) U 2X4 FRAMING AT 24" ® z o +_r TO MATCH (E) TYP -- x NON-BRG 2x STUD WALL r GYPSUM WALL BOARD Q W 0')J PER ARCH, DO NOT g� z N Q z ' FASTEN TO DECK _ E T O E PLATE, PROVIDE GAP -z z gxz(Z) N AT TOP TO ALLOW FOR - (EE)) CLG w o SPAN DECK DEFLECTION " 2'-0 MATCH (E) o Q AA 2025 FILE T YP NON—BRG WALL CONN N x N MITCHELL EDMONDS N ¢ CV N O W Q CD SK SCALE: 1" = 1'-0" N N ® o REVISION DATE LIVING ROOM COVE 4 _ o Ca- W CD 10/03/24 PROJECT DATE 1 /411 - 1'-0 PACIFIC NORTHWEST CLIENT " w N Z o MITCHELL CONDOMINIUM REMODEL 10-SEP-24 = STRUCTURAL GROUP, INC MITCHELL DESIGN PROJECT No. Digitally signed by David L. Starkel 24-040 6193 NE MALBON CT. DESIGN KINGSTON, WA 99346 DN: C=US, DLS 360.903.2803 1 E=David@PNWStructure.com, David@PNWStructure.com . /\ J CN=David L. Starkel SHEET E C E I V E D Date: 2024.09.1012:31:17-07'00' I OF Oct 17 2024 � CITY OF EDMONDS DEVELOPMENT SERVICES O DEPARTMENT z J W U L S T� C- S w 910 ti-,L (3) H01VW Cif 00 jz @ f0 9XZ S~ �oF W A Cif q �ti r IW I I �; < O 40303 co�I N N W A'P0F���CIST� — S/ONALE o I o I 00 „ z@ f 0 txz NOTE: 1. INSTALL FASTENERS IN STRICT ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS. 2. ADD'L INFO NOT SHOWN FOR CLARITY. �I I (E) CONIC SPAN DECK Q �I I I I 9XZ(Z) I UI iI 9NIWVN3 010 (3) HO 3903 9xz(z) Oz 9xz(z) p09 z C 0 PT 2x4 @ 24" OC SLEEPER O Lu PLATE W/ TNT25314TF TITEN _ TURBO SCREWS @ 32" GYPSUM CEILING BOARD j PER ARCH 0 ui oC W C) 2 TYP CEILING SLEEPER CONN — c� SK SCALE: I" = 1'-0" \ ^ uJ PROJECTMITCHELL CONDOMINIUM REMODEL DATE CEILING FURRING PACIFIC NORTHWEST cuENT MITCHELL DESIGN PROJECT 10No. 'I = STRUCTURAL GROUP, INC 24-040 1 /41'-0 AA 6193 NE MALBON CT. DESIGN KING KINGSTON, 98346 DLS 3fi0.903.2803 3 David@PNWStructure.com SHEET 2OF2 �LJ U O W W J Z (~ 2 = 2 C Q L O ' ~ LLJ ____________________ _____________ I ____________ N Q -- --------------------- -------------------------------------- -------------------------------------- -------------------------------------- -------------------------------------- --------------------------------------- --------------------------------------- N 00 -------------------------------- - -------------------------------------- - °----------------------- ' E �9 Q Cz (n I N cz i r- --� — O U o r� i o f z � X V VJ -- - o LJ I I o m Q - BEDR00 I Q ; W __ > N Q I o I 8 -8 ~o I- --J i f BEDROOM1 I i Z +� ICY) 8-8 r� O f� N O Ij s O 11-- --�� o I m AA 2025 L---------- ---� d�❑� L------------ i l — -- �--------� — ---o W FILE —o Q m o o MITCHELL EDMONDS I o U I I �J o 0 o REVISION DATE I Ll X08 lievo Ol 10/03/24 Al WO�J 11naN00 4P 4P � i I � �, ' — E] W = o Q m� Q I z ICL I W I w^ z� --� 0 ECEIVED Q x Q Oct 17 2024 I C m m Z ^ CITY OF EDMONDS I p w — DEVELOPMENT SERVICES I L z ¢ N CD = U w m z c DEPARTMENT LLJ Uo wm wl� �U Q - wo pz �ZoJ � ' I w O 11 SING ROOM �= Z ° o N I O ❑� 8 -8 ; I w ;' 0 Co L— — I Q - CD C v = C o m I O O w IN] Iw O U ¢ ZQ OO NO C --- I J I¢ I I I =cUW �w I U Z¢J I I z z I I I i CO O � --- I z � z 0 I I X � L w �O w _— —wa L---C) U i/ E j vJ ui� W REVIEW ELECTRICAL WITH OWNER ON SITE DURING = 0 WALKTHROUGH BEFORE INSTALLING ELECTRICAL J U Q — Co Lo (E) ELECTRICAL HVAC WATER REMODEL ELECTRICAL AND HVAC 2e 1 /41I — 1 I-0 1 /41I = 1 I-0 A4 LIGHTS A RECESS-ALSAK TRIM B SURFACE MOUNT C REPLACE (E) SURFACE MOUNT D CLOSET LIGHT E LIGHTED MIRROR F EXHAUST FAN G UNDER CAB H EXT WALL MOUNT I CABINET LIGHT J PENDANT K LIGHT/FAN L SHOWER LIGHT M WALL SCONCE N CEILING FAN SYMBOLS OO LIGHT FIXTURE DUPLEX OUTLET QUAD OUTLET 1/2 SWITCHED OUTLET ® 220 OUTLET © (1) CAT 6 (=INTERNET) (1) COAXIAL CABLE (=N) n® DOOR BELL b TELEPHONE CEILING HEIGHT � HEAT REGISTER $ SWITCH $aM DIMMER SWITCH $ 3-WAY SWITCH ❑i INERNET CONNECTION � STEREO LOCATION �s SPEAKER JACK ® SMOKE DETECTOR � DISPOSAL ❑H WALL HEATER ❑M ELECTRIC METER ® RETURN AIR © ELECTRIC PANEL Q THERMOSTAT a 0 W 0 w Q W U d z O�� J SMOKE AND CO ALARMS 1. PROVIDE INTERCONNECTED HARDWIRED SMOKE ALARMS WITH BATTERY BACKUP. LOCATE ONE ALARM IN EACH BEDROOM ONE ALARM ON THE IN HALLWAY NEAR BEDROOMS AND AT LEAST ONE ALARM ON EACH FLOOR. 2. THE ALARM IN THE BEDROOM AREA SHALL BE A COMBINATION CO AND SMOKE ALARM. 3. NEW OR EXISTING SMOKE ALARMS ARE REQUIRED FOR REMODEL PROJECTS. BATTERY OPERATED SMOKE ALARMS MAY BE USED IN REMODEL PROJECTS WHERE ALLOWED BY LOCAL CODE AND SPECIFICALLY APPROVED BY OWNER. EMERGENCY ESCAPE 1. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE EMERGENCY ESCAPE OPENING 2. MINIMUM CLEAR OPENING 5.7 SQ. FT. 24 IN. MINIMUM HEIGHT 20 IN. CLEAR WIDTH. 3. MAXIMUM SILL HEIGHT = 44 IN. 4. BASEMENT WINDOW WELLS MINIMUM 9 SQ. FT. MINIMUM 36 IN. WIDE. CONNECT DRAIN TO FOOTING DRAIN SYSTEM UNLESS SOIL IS VERY WELL DRAINED. WINDOW WELLS MORE THAN 44 IN DEEP SHALL HAVE LADDER OR STAIR. LADDER MAY PROJECT 6 IN. INTO REQUIRED SPACE. 5. 36 IN. HIGH MINIMUM PATH TO YARD WHERE EMERGENCY ESCAPE WINDOWS ARE LOCATED UNDER A DECK. PLUMBING AND HEATING 1. HEATING SYSTEMS TO COMPLY WITH IRC SECTION V 2. PLUMBING SYSTEM TO COMPLY WITH IRC PART VII. AND UNIFORM PLUMBING CODE, CURRENT EDITION. 3. HEATING LAYOUT SHOWN IN THE DRAWINGS IS SCHEMATIC. HEATING CONTRACTOR TO DESIGN AND INSTALL A COMPLETE BALANCED SYSTEM AND REVIEW DUCT LAYOUT WITH ARCHITECT BEFORE BEGINNING INSTALLATION. REVIEW ARCHITECTURAL PLANS, INCLUDING CEILING PLAN TO INSURE THAT THE HEAT DUCTS FIT INTO THE SPACE PROVIDED WITHOUT INTRUDING INTO THE ROOMS. NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY CONFLICTS BETWEEN THE BUILDING STRUCTURE AND THE HEATING SYSTEM DESIGN. 4. CONTRACTOR IS RESPONSIBLE FOR PLUMBING SYSTEM LAYOUT. DRAINS TO BE ISOLATED FROM THE STRUCTURE AND INSULATED FOR NOISE. WHERE PLUMBING DRAINS MIGHT CREATE UNACCEPTABLE NOISE, REVIEW THE LAYOUT WITH ARCHITECT. USE CAST IRON DRAINS IF NECESSARY TO PROVIDE A QUIET DRAINAGE SYSTEM. 5. PROVIDE WATER HEATER SEISMIC BRACING PER IRC CHAPTER 28 WOOD FRAMING MATERIAL 1. MAXIMUM MOISTURE CONTENT 19% 2. LUMBER GRADING: • INTERIOR NON BEARING WALLS NO 2/13 HEM/FIR • EXTERIOR AND BEARING WALLS NO 2/13 HEM/FIR • JOISTS AND RAFTERS NO 2/13 HEM/FIR • BEAMS AND STRINGERS DOUG FIR NO 2 • POSTS DOUG FIR NO 1 3. ALL MATERIAL EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 4. WOOD LESS THAN 6" FROM GRADE TOP BE PRESSURE TREATED 5. MICROLAM OR LVL BEAMS MANUFACTURED BY TRUS JOIST. Fb = 2600, E= 1800000 UNLESS NOTED ON PLANS 6. TJI MANUFACTURED WOOD I JOISTS BY TRUS JOIST 7. PSL MANUFACTURED PARRALAM BY TRUS JOIST. Fb = 2900 E _ 2000000 8. GLUED LAMINATED BEAMS (GLB) UNLESS NOTED USE 24F-V4 DF/DF. 9. OPEN WEB ROOF TRUSSES AND FLOOR TRUSSES DESIGNED BY MANUFACTURER. SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED WASHINGTON STATE LICENSED PROFESSIONAL ENGINEER. PERMANENT AND TEMPORARY BRACING TO CONFORM TO TRUSS MANUFACTURER'S REQUIREMENTS. 10. PLYWOOD: APA RATED GRADE C-D MANUFACTURED WITH EXTERIOR GLUE. APA GRADE STAMPS INDICATING SUPPORT SPACING TO REMAIN VISIBLE. OSB MAY BE SUBSTITUTED IF APPROVED BY OWNER, APA RATED, EXTERIOR GLUE AND LOAD/SPAN RATING INDEX EQUAL TO PLYWOOD. WOOD FRAMING 1. MINIMUM NAILING COMPLY WITH TABLE 602.3(1) "FASTENER SCHEDULE FOR STRUCTURAL MEMBERS" 2. REFER TO STRUCTURAL NOTES AND DETAILS FOR ENGINEERED ROOF, AND FLOOR DIAPHRAGMS AND SHEAR WALLS MINIMUM SHEATHING UNO • ROOF: 15/32" STRUCTURAL PANELS MINIMUM SPAN RATING 32/16 STAGGER JOINTS. EDGE NAILING 8d @ 6" OC INCLUDING BOTH SIDES OF PANEL JOINTS AND AT ROOF BOUNDARIES. FIELD NAILING 8d 12" OC. FLAT 2X4 BLOCKING AT PANEL EDGES WHERE BLOCKED PANELS ARE SPECIFIED • FLOOR: 3/4" T+G STRUCTURAL PANELS SPAN RATING 48/24. STAGGER JOINTS. APPLY A CONTINUOUS BEAD OF CONSTRUCTION ADHESIVE IMMEDIATELY BEFORE INSTALLING PANELS. EDGE NAILING 10d @ 6" OC INCLUDING BOTH SIDES OF PANEL JOINTS, BLOCKING, AND FLOOR BOUNDARIES. FIELD NAILING 10d ® 12" OC. • WALLS: 15/16" STRUCTURAL PANELS MINIMUM SPAN RATING 32/16. 2X4 FLAT BLOCKING AT PANEL JOIST NOT SUPPORTED BY FRAMING. EDGE NAILING 8d ® 6" OC INCLUDING BLOCKING. FIELD NAILING 8d 12" OC. 3. SEE PLANS FOR INTERIOR SHEARWALL LOCATIONS. UNLESS DETAILED OTHER WISE, PROVIDE DOUBLE JOISTS OVER AND UNDER SHEARWALLS. WHERE JOISTS ARE PERPENDICULAR TO SHEARWALLS, BLOCK BETWEEN THE JOISTS AND DOUBLE THE JOISTS AT EACH END OF THE WALL. 4. PROTECT SHEATHING FROM EXCESSIVE MOISTURE. 5. TYPICAL HEADER UNLESS NOTED 4X8 HF2/B 6. PROVIDE MINIMUM (3) STUDS OR 4X POST AT CONCENTRATED LOADS INCLUDING BEAMS AND GIRDER TRUSSES. EXTEND SUPPORT TO FOUNDATION. PROVIDE BLOCKING UNDER POST BETWEEN FLOORS. 7. BUILT UP POST NAILED WITH 16d AT 6" OC STAGGERED AND NAILED FROM ALTERNATING SIDES. MINIMUM PENETRATION = 3/4" 8. ALL WALLS TO BE FRAMED WITH CONTINUOUS STUDS FROM PLATE TO PLATE. NO CONTINUOUS HORIZONTAL JOINTS AT MID WALL. STUD SIZE AND SPACING TO COMPLY WITH TABLE R602.3.1 "MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS..." 9. JOISTS SHALL BE SUPPORTED LATERALLY AT ENDS AND AT SUPPORTS WITH SOLID BLOCKING. PROVIDE BLOCKING OVER TOP PLATE OF ALL SHEARWALLS. 10. LAP JOIST MINIMUM 3 IN AT GIRDERS OR ATTACH WITH 16G STRAP WITH MIN (3) 10d PER JOIST. 11. CONNECT TOP PLATES WITH CS16 X 30 OR MSTA30 AT DISCONTINUITIES 12. AVOID DRILLING OR NOTCHING JOISTS AND BEAMS. IF DRILLING OR NOTCHING IS UNAVOIDABLE COMPLY WITH IRC R502.8 "DRILLING AND NOTCHING" 13. PROVIDE POSITIVE CONNECTIONS AT TOP AND BOTTOM OF ALL POSTS TO PREVENT LATERAL DISPLACEMENT. USE SIMPSON PC CAP AND SIMPSON PB BASE UON. 14. PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, BETWEEN STORIES AND BETWEEN TOP STORY AND ROOF. COMPLY WITH SECTION R302.11 "FIREBLOCKING" 15. PROVIDE MULTIPLE STUDS AT OPENINGS IN EXTERIOR WALLS: • NUMBER OF STUDS EACH SIDE= ONE HALF NUMBER OF INTERRUPTED STUDS +(1) STUD • ONE HALF OF THE STUDS SUPPORT THE HEADER • ONE HALF OF THE STUDS ARE FULL HEIGHT 14. SUPPORT FLUSH FRAMING WITH APPROVED HANGERS 15. ALL HARDWARE INSTALLED PER MANUFACTURER FOR MAXIMUM STRENGTH 16. USE APPROVED PROTECTED HARDWARE AT PRESSURE TREATED MATERIAL TO PROTECT HARDWARE FROM CORROSION. 17. BRACE END TRUSSES PER DETAILS. CONTINUE SHEAR PANELS FROM THE WALL BELOW TO THE ROOF SHEATHING GENERAL 1. CODES • BUILDING: SEATTLE RESIDENTIAL CODE 2018 • ENERGY: WASHINGTON STATE ENERGY CODE 2018 • STRUCTURAL: SEE STRUCTURAL NOTES 2. THE CONTRACTOR SHALL SUPERVISE ALL CONSTRUCTION ACTIVITIES AND VERIFY COMPLIANCE WITH THE CONSTRUCTION DRAWINGS AND NOTES. CONTRACTOR TO VERIFY ALL WRITTEN DIMENSIONS AND NOTIFY ARCHITECT OF ANY VARIATION BETWEEN PLANS AND SITE CONDITIONS BEFORE PROCEEDING WITH THE WORK 3. DIMENSIONS ARE TYPICALLY TO THE FACE OF FRAMING UNLESS NOTED OTHERWISE. ANY VARIATION FROM THESE PLANS, WHICH DO NOT RECEIVE THE ARCHITECT'S WRITTEN APPROVAL, SHALL BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR. DO NOT SCALE THESE DRAWINGS FOR CRITICAL DIMENSIONS. VERIFY CRITICAL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCING WORK. REPORT ERRORS AND OMISSIONS TO THE ARCHITECT IMMEDIATELY IN WRITING. 4. ALL MATERIALS AND EQUIPMENT TO BE INSTALLED ACCORDING TO THE MANUFACTURER'S WRITTEN SPECIFICATIONS. IN CASE OF CONFLICT BETWEEN THE DRAWINGS AND THE MANUFACTURER'S SPECIFICATIONS, CONSULT ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, AND SEQUENCES NECESSARY TO PERFORM HIS WORK. INSTALL ADEQUATE TEMPORARY LATERAL BRACING UNTIL PERMANENT STRUCTURAL SYSTEMS HAVE BEEN INSTALLED. BRACE FOUNDATION WALLS BEFORE BACKFILL. CONTRACTOR IS RESPONSIBLE FOR PROTECTING HEALTH AND SAFETY OF WORKERS ON THE JOB. 6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROPERTY LINE LOCATIONS BEFORE BEGINNING WORK. 7. DETAILS AND SECTIONS SHOWN ON THE DRAWINGS SHALL APPLY TO SIMILAR CONDITIONS ELSEWHERE, EVEN IF NOT SPECIFICALLY NOTED. NOTIFY ARCHITECT IMMEDIATELY IF IT IS IMPRACTICAL TO USE ANY OF THE DETAILS SHOWN IN THE DRAWINGS, OR IF THE DETAILS SHOWN ARE IN CONFLICT WITH BUILDING CODES. 8. NOTIFY ARCHITECT IN WRITING OF ANY CHANGES TO THE DESIGN INITIATED BY OWNER OR CONTRACTOR PRIOR TO CONSTRUCTION OR FABRICATION ROOM SIZES, LIGHT, AND VENTILATION 1. EXCEPT FOR KITCHENS MINIMUM ROOM SIZE = 70 SQ. FT WITH MIN DIMENSION 7'-0 2. MINIMUM CEILING HEIGHT = 7'-0 3. FOR ROOMS WITH SLOPED CEILINGS AT LEAST 50% THE REQUIRED AREA OF THE CEILING MUST BE AT LEAST 7'-0. NO PORTION OF THE REQUIRED AREA MAY BE BELOW 5-0. 4. CEILINGS IN BASEMENTS WITHOUT HABITABLE AREA, BATHROOMS, HALLWAYS, AND LAUNDRY ROOMS SHALL BE 6'-8" MIN. BEAMS AND GIRDERS MAY BE AS LOW AS 6'-4 ABOVE FLOOR. 5. MINIMUM FLOOR CLEARANCE AREA IN FRONT OF BATHROOM FIXTURES= 1'-9" 6. MINIMUM CEILING HEIGHT AT CLEARANCE AREA IN FRONT OF BATHROOM FIXTURES = 6'-8 7. MINIMUM SHOWER HEIGHT = 6'-8 IN AN AREA 30" X 30" AT THE SHOWER HEAD. 8. TOTAL MINIMUM GLAZING AREA FOR HABITABLE ROOMS = 8% OF FLOOR AREA. MINIMUM OPENABLE AREA = OF 4% FLOOR AREA. WHERE EMERGENCY EGRESS IS NOT REQUIRED, ARTIFICIAL LIGHT MAY BE PROVIDED IN PLACE OF GLAZING AND VENTILATION MAY BE PROVIDED BY A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING 0.35 AIR CHANGE PER HOUR. 9. WHOLE HOUSE VENTILATION IS REQUIRED FOR MOST PROJECTS. SEE PROJECT NOTES FOR WHOLE HOUSE VENTILATION. 10. PROVIDE MINIMUM LOCAL EXHAUST FANS, VENTED TO OUTSIDE, UNLESS NOTED OTHERWISE ON PLANS: • KITCHEN HOOD 300 CFM (100 CFM CODE MINIMUM) • BATHROOM 90 CFM (50 CFM CODE MINIMUM) • LAUNDRY ROOM 50 CFM (CODE MINIMUM) 11. KITCHEN HOOD MAKEUP AIR IS REQUIRED FOR HOODS > 400 CFM. MAKEUP AIR TO APPROXIMATELY EQUAL KITCHEN HOOD SIZE AND AUTOMATICALLY CONTROLLED TO OPERATE WITH THE HOOD. 12. LOCATE VENTILATION AIR INLETS PER CHAPTER 1507. LOCATE INLET AT LEAST 10 FT FROM APPLIANCE OR PLUMBING VENTS AND/OR AT LEAST 3 FT. BELOW APPLIANCE OR PLUMBING VENTS. STRUCTURAL DESIGN LOADS 1. SEE STRUCTURAL NOTES AND DETAILS FOR ENGINEERED PROJECTS 2. MINIMUM DESIGN LOADS UNLESS NOTED OTHERWISE IN STRUCTURAL CALCULATIONS, NOTES, AND DRAWINGS • ROOF LIVE LOAD: 25 PSF DEAD LOAD: 15 PSF • FLOOR LIVE LOAD: 40 PSF DEAD LOAD: 10 PSF • DECK LIVE LOAD: 60 PSF DEAD LOAD: 10 PSF • CEILING LIVE LOAD: 10 PSF DEAD LOAD: 5 PSF • SOIL BEARING PRESSURE 1500 PSF �LJ U O W J Z C n S = S mu - CD o� 0 C\j N Co d� C6 O C/) E }' O Q V L _ � U O Q U Co o') J E E O I O I- CoCJ II- AA2025 MITCHELL EDMONDS REVISION DATE 01 /03/24 .ECEIVED Oct 17 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 N O Co O C6 o � Z z ° O 0 C w J J C/) W rr = w U 0 Lo G � A5