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APPROVED BLD PLN FIR-BLD2023-0686+Architectural_Plan+6.2.2023_9.51.46_AM+3583768ABBREVIATIONS: ADJ. ADJUSTABLE A/C AIR CONDITIONING ACT. ALTERNATE A.B. ANCHOR BOLT ABV. ABOVE A.F.F. ABOVE FINISHED FLOOR ARCH. ARCHITECTURAL AUTO. AUTOMATIC ASPH. ASPHALT BM. BEAM BRG. BEARING BET. BETWEEN B.L. BUILDING LINE BLK. BLOCK BLKG. BLOCKING BD. BOARD BOY. BOTTOM BLDG. BUILDING CAB. CABINET CPT. CARPET CLG. CEILING CLG. HT. CEILING NEIGNT CEM. CEMENT CTR. CENTER C.T. CERAMIC TILE CLR. CLEAR (ANCE) CLO. CLOSET COL. COLUMN CONC. CONCRETE (CAST -IN -PLACE) COMB. COMBUSTION CMU CONCRETE MASONRY UNIT CONST. CONSTRUCTION CONY. CONTINUOUS OR CONTINUE CJT. CONTROL JOINT CORR. CORRIDOR C.W. COLD WATER CIR. CIRCLE CLKG CAULKING C.J. CEILING JOIST CSMT CASEMENT WINDOW DET. DETAIL DIAG. DIAGONAL DIA. DIAMETER DIF. DIFFUSER DIM. DIMENSION DISP. DISPENSER DR. DOOR DW. DISNWASNER DWR DRAWER DWG. DRAWING DIV. DIVISION DN. DOWN DS. DOWNSPOUT ELEC. ELECTRICAL EA. EACH EQ. EQUAL EQUIP. EQUIPMENT EXH. EXHAUST EXIST. EXISTING EXT. EXTERIOR FIN. FINISH FLR FLOOR F.D. FLOOR DRAIN F.B. FLOOR BREAK FLUOR. FLUORESCENT FT. FOOT FTC. FOOTING FND. FOUNDATION FURR. FURRED (ING) FUT. FUTURE FR. FRENCH F.A.U. FORCED AIR UNIT F.O.S. FACE OF STUD F.G. FINISH GRADE F.S. FREE STANDING F.J. FLOOR JOIST G.A. GAUGE GALV. GALVANIZED G.C. GENERAL CONTRACTOR GL. GLASS, GLAZING GL. BLK. GLASS BLOCK GYP. BD. GYPSUM BOARD GYP. GYPSUM G.I. GALVANIZED IRON GWB. GYPSUM BOARD HOW. HARDWARE NOR. HEADER H.V.A.C. HEATING/VENTING/ AIR CONDITIONING HT. (HGT.) NEIGNT N.C. HOLLOW CORE N.M. HOLLOW METAL HORIZ. HORIZONTAL N.B. NOSE BIBS HR. HOUR HYD. HYDRANT IN. INCH INCL. INCLUDE (ED) (ING) INSUL. INSULATE INT. INTERIOR KIT. KITCHEN LAM. LAMINATE LAV. LAVATORY LAUN. LAUNDRY LVR. LOUVER LTG. LIGHTING LT. LIGHT M.B. MACHINE BOLT MFR. MANUFACTURE (R) MAS. MASONRY M.O. MASONRY OPENING MATL. MATERIAL MAX. MAXIMUM MECH. MECHANIC (AL) MED. MEDIUM MEMB. MEMBRANE MTL. METAL MIR. MIRROR MISC. MISCELLANEOUS MIN. MINIMUM MLD. MOLDING N.T.S. NOT TO SCALE OFF. OFFICE O.C. ON CENTER O.N. OVER HEAD O.N.C. OVER HEAD CABINET O.N.D. OVER HEAD DOOR OPG. OPENING OPT. OPTION, OPTIONAL OBS. OBSCURE PIC PICTURE WINDOW PNL. PANEL P.BD. PARTICLE BOARD PL. PLATE PLWD. PLYWOOD PVC. POLYVINYL CHLORIDE P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH P.L. PROPERTY LINE PR. PAIR RAD. RADIUS REF. REFERENCE REINF. REINFORCE (D) (ING) RM. ROOM R.O. ROUGH OPENING SCH. SCHEDULE SHY. SHEET SIM. SIMILAR S.C. SOLID CORE S.G. (or SG) SAFETY (TEMPERED) GLASS SGD SLIDING GLASS DOOR SGL. SINGLE SPEC. SPECIFICATION SQ. SQUARE STD. STANDARD STL. STEEL STOR. STORAGE STRUCT. STRUCTURAL SIM. SIMILAR SYS. SYSTEf1 SHTG. SHEATING TEL. TELEPHONE T.V. TELEVISION TEMP. TEMPERED THRES. THRESHOLD TAG TONGUE AND GROOVE T.o.s. TOP of sLAB T.O.P. TOP OF PLATE TYP. TYPICAL T.BM. TOP OF BEAM TPL. TOP PLATE U.N.O. UNLESS NOTED OTHERWISE VEST. VESTIBULE VYL VINYL COMPOSITION TILE V.I.F. VERIFY IN FIELD W.C. WATER CLOSET WP. WATER PROOFING w/ WITH WIN. WINDOW w/o WITHOUT WD. WOOD WAD WASHER AND DRYER W.I. WROUGHT IRON W.N. WATER HEATER W.R.G.B. WATER RESISTANT GYPSUM BOARD W/S WIRE SHELF APPROVED BY PLANNING �� ;/ u i 4 rF G� •ri.� i L c� Jul 24 2023 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE • 0 Pacific Ridge Series "' F'��,�I N�,ME r- — - — - — - — - — - — - — - — - — - I SEPARATE PLUMBING PERMIT , REQUIRED FOR THIS PROJECT. L------------------- APPROVED PLANS MUST BE ON JOB SITE PR�I INTERNAL PLAN NAIL I NG LEGEND PLAN NAME LETTERS: FOUNDATION TYPE: F =FLAT (2-STORY, 3-STORY, TALL CRAWL) D = "DAYLIGHT" BASEMENT T = "TUCK -UNDER" GARAGE LAST NUMBER OF CODE CYCLE YEAR: (2018, 2021, ETC. ) CODE REFERENCES INTERNATIONAL RESIDENTIAL CODE: 2018 INTERNATIONAL MECHANICAL CODE: 2018 INTERNATIONAL FIRE CODE: 2018 UNIFORMED PLUMBING CODE: 2018 WASHINGTON STATE ENERGY CODE: 2018 ANSI/AF � PA SDPWS 2018 SQUARE FOOTAGE COUNTS HEATED SPACE SF: FINISHED BASEMENT SF: N/A FINISHED FLOOR I (MAIN FLOOR) SF: 145q FINISHED FLOOR 2 (UPPER FLOOR) SF: 1813 TOTAL HEATED SF: 3272 HEATED � UNHEATED SPACE SF: FINISHED BASEMENT SF: N/A FINISHED FLOOR I (MAIN FLOOR) SF: 145q FINISHED FLOOR 2 (UPPER FLOOR) SF: 1813 GARAGE OPT. 1 (WITHIN BLDG FOOTPRINT): 53q GARAGE OPT. 2 (w/ 5' x "20' GARAGE EXTENSION (BUMP -OUT): N/A GARAGE OPT. 3 (w/ 10' x "20' (I) ONE CAR GARAGE BAY): N/A COVERED BACK PATIO OR DECK SF: N/A COVERED FRONT PORCH SF: 45 UPPER FLOOR FRONT DECK SF: N/A TOTAL HEATED � UNHEATED SF: 3856 (GARAGE OPT. I� N/A (GARAGE OPT. 2� City Of Edmonds Building Department ork NEW SFR ddress 23907 91 ST PL W LOT 3 caner BRACKETT S RESERVE ' pproved Date 7-27-2023 uilding Official /�eU�j�f /��p��e� ermit Number BLD2023-0686 �� f 'J�.�I.��I PLAN DETAILS, PLUf�BING, f�ECN. INFO BLDG TYPE: SINGLE FAMILY MAX. BLDG DIMENSIONS (INC. 3RD CAR GARAGE): 36' WIDE x 5q' DEEP MAX. NUMBER OF BEDROOMS: 5 EXHAUST FANS: 6 GAS PIPING CONNECTIONS: I NEAT SOURCE: ELECTRIC NEAT TYPE: NEAT PUMP NUMBER OF NEAT UNITS: I FIREPLACE TYPE: ELECTRIC BATHROOM SINKS: 5 BATHTUB OR COMBO's: 2 CLOTHES WASHERS: I DISNWASNER: I FLOOR DRAINS: 0 KITCHEN SINKS: I LAUNDRY SINKS: 0 SHOWER STALLS (SHOWER PANS): 2 TOILETS: 3 Approved DFM ctir�s�eurt WATER HEATER: ELECTRIC South County Fire Date: 07/13/2023 WATER SERVICE LINES: I 07-13-2023 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: 1. A SEPARATE PERMIT SUBMITTAL IS FOR A RESIDENTIAL SPRINKLER SYSTEM IS REQUIRED. A RECOMMENDED FLOW -THROUGH DESIGN WILL MEET SPECIFICATIONS AND REDUCE EQUIPMENT AND CONTINUAING MAINTENANCE REQUIRMENTS. PROVIDE A MINIMUM COMBINATION WATER SERVICE OF ONE INCH (1") METER AND ONE AND ONE HALF (1 1/2") SERVICE LINE OR SHOW THAT THE DOMESTIC AND FIRE PROTECTIONS NEEDS CAN BE MET WITH A SMALLER SERVICE. 2. 4 INCH ADDRESS CHARACTERS WITH 1/2 INCH STROKE TO BE INSTALLED ON THE HOUSE VISIBLE FROM THE STREET IN CONTRASTING COLOR TO THE BACKGROUND. ADDITIONAL ADDRESS SIGNS MY BE REQUIRED IF NOT VISIBLE FROM THE STREET. DFM BURY ARC�IITECTURAL DRAWING INDEX Al COVER Sl-IFFY PCN PLAN Cl-IANGE NOTICE WRITE-UP A2C FRONT/SIDE ELEVATIONS A3C REAR/SIDE ELEVATIONS A4 MAIN FLOOR PLAN A5 UPPER FLOOR PLAN A6C FRAMING PLANS: ARCHITECTURAL INFO, A7 ELECTRICAL PLANS Aq ARCHITECTURAL DETAILS A10 WATER INTRUSION DETAILS All WSEC OPTIONS � CALCS SO1 STRUCTURAL NOTES S02C FOUNDATION PLAN S03C MAIN FLOOR FRAMING S03C MAIN FLOOR FRAMING SO4C UPPER FLOOR FRAMING S05C ROOF FRAMING S06 STRUCTURAL DETAILS S07 STRUCTURAL DETAILS SOS STRUCTURAL DETAILS SOq STRUCTURAL DETAILS CITY OF ED�10NDS NOTES COMMUNITY NAME: BRACKETT's RESERVE LOT #: 3 ADDRESS: 23g07 gIST PLACE W EDMONDS WA g8026 FIRE SPRINKLES REQ'D? YES FIRE NOTES: 1) AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED IN DWELLINGS EXCEEDING 3000 SF OF FIRE AREA. FIRE AREA INCLUDES COVERED PORCHES, DECKS OVER 4' AND DOES NOT INCLUDE FIRE SEPARATED GARAGES. NOTE: REFER TO STAMPED 'S' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION � ITEMS DESIGNER � BUILDER PACIFIC RIDGE >y0�1ES JASON ATKIN ARCHITECTURAL PLANS � PERMIT COORDINATOR jwatkin@pacif icridgehomes.com 17g21 BOTHELL-EVERETT HIGHWAY SUITE 100 BOTHELL WA g8012 PHONE: (425) 438-8444 STRUCTURAL ENGINEER BTL ENGINEERING 1g011 WOODINVILLE SNOHOMISH ROAD NE SUITE 100 WOODINVILLE WA g8072 PHONE: (425) 814-8448 REVISION REV # DATE 2018 IRC � WSEC UPDATES 0.00 02/15/2023 RECEIVED Jun 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �� Q � �/ Q O � !I li � �_ U T' '! COPYRIGI-17 NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL OR BASEMENT SQ. FT.: N/A MAIN LEVEL SO. FT.: 145q UPPER LEVEL SO. FT.: 1813 TOTAL AREA SQ. PT.: 3272 GARAGE AREA SO. FT.: 53q HEAT SOURCE: ELECTRIC ARCkIITEGTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: Y" = 1'-0" SPIFFY CONTENTS COVER S�IEET ELEVATION NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS � CONDITIONS PRIOR TO CONSTRUCTION. 2. CAULK ALL EXTERIOR JOINTS � PENETRATIONS. 3. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING � COUNTER FLASHING @ALL ROOF PENETRATIONS, CHIMNEYS � SKYLIGHTS. 4. PROVIDE CONTINUOUS GUTTERS #DOWNSPOUTS @ALL EAVES, TYP. 5. PROVIDE HEADER FLASHING @ALL DOORS, WINDOWS � SHUTTERS PER DETAIL 6. ALL PAPER AND TAPE TO LAP FROM TOP DOWN 7. HOLD ALL SIDING MATERIAL �" OFF ROOF 8. HOLD ALL SIDING MATERIAL 6" OFF FINISHED GRADE q. SOFFIT ALL FLAT AREAS w/ l�" OVERHANG @ HORIZ. EDGES 10. METAL FLASHING C� ALL HORIZ. TRIM � SIDING BREAKS 11. RUN 2ND LAYER OF TAR PAPER VERT. @ INTERIOR � EXTERIOR CORNERS UNLESS TAR PAPER IS CONTINUOUS 12. FOUNDATION VENTS TO BE SPACED PER PLAN 13. ALL FOUNDATION VENTS ON STREET SIDE OF HOUSE I.E. FRONT �/OR SIDE � GABLE END � GARAGE FRESH AIR VENTS TD BE LOUVERED 14. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT 7'-6" A.F.F. 15. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN WITH TOP OF THE GARAGE DOOR TRIM 16. ALL LIGHT BLOCKS ON STONE FACADE TO BE FURRED OUT AN ADDITIONAL l�" 21. GUTTERS TO LAP UNDER DRIP EDGE @EAVES. HOLD �" DRIP EDGE OUT y" AWAY FROM FASCIA TO ACCEPT GUTTERS TO LAP UNDERNEATH 22. ALL TRIM WORK TO BE APPLIED PRIOR TO SIDING MATERIALS (SIDING TO BUTT UP TO TRIM WORK) 23. CEILING OF EXTERIOR BACK DECK TO BE FLAT. NOTE: REFER TO STAMPED 'S' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION +� ITEMS 20" � � � � OF GARAGE 2x6 MATERIAL WITH � ~ `� � �� BLOCK �� BEVEL CUT. � o � FURR OUT 1 y" FOR STONE VENEER �12 � ADD-RESS NUMBERS BLOCK SCALE NOTE: ALL EXPOSED FASTENERS TO I � CAULK EXPOSED NAILS WITH ROOFII SIDING PER PLAN ROOF TO WALL FLASHING ROOFING ROOFING FELTS 3E SEAI dG TAR .ED E24 LOWER ROOF C� WALL SCALE: I" = I'-0" 2x SOFFIT — FRAMING TO BTM OF BEAM FIBRE CEMENT PANEL SOFFIT — BEAM PER PLAN ,,PER PLAN �, PT PC PLAN Ix OVf PT FU 2x PT FRAM I ,, PER PLAN ,, (2) 2x PT BTM PLATE CONC PATH PER PLAN SOFFIT PER SPEC lx TOP OUT 5/4x TRIM lx COLLAR 2x MITERED BOXED COLUMN Ix TRIM BEVELED 2x SILL w/ DRIP EDGE Z a w FRONT PORC�I COLUMN E3� u�/ STONE BASE SCALE: 3/4" = I'-0" SIDING PER ELEV GALV MTL FLASHING 2x W.W., PER PLAN ROUGH SAWN = PLY SOFFIT SIDING PER ELEV SECTION AT OVER�IANG 1 SCALE: 3/4" = I'-0" SIDING I'I SIDE OF HOUSE FRONT OF � x 2 INSET CORNER TRIM HOUSE E� � TYP CORNER TRIM SCALE: 1" = 1'-0" HOUSE CORNER PROVIDE BLDG PAPER BEYOND - SEPARATION BTWN HOUSE AND ROOF METAL FLASHING FRAMING, 6 MIN ROOFING -CAULK EYOND EXPOSED NAILS w/ ROOFING TAR ROOFING 6n ROOFING FELT �� E15 RAKE FLAS�I I NG DETAI L SCALE: 1" = 1'-0" SIDING In SIDE OF HOUSE 2x4 INSET CORNER TRIM FRONT /BACK OF HOUSE E� TYP CORNER TRIM SCALE: I" = 11-011 # FIR OUT I Y" 10" { FIR OUT I Y" � $n FOR STONE VENEER 5 2�� FOR S70NE VENEER ��Y HOLE �n 3%" � HOLE _ %" BEVEL �=N � 5" � CUT � � /a BEVEL CUT j�' BEVEL CU7 TYP. BLOCK: NOSEBIB TYP. BLOCK: EXT. TYP. BLOCK: TANKLESS LIGN7 FIXTURE NW HEATER VENT TYP. NOSE BIB BLOCK, EXT. LIGHT FIXTURE BLOCK, � TANKLESS NW NEATER VENT BLOCK SCALE: I/2"=1'-0" ROOFING PER SPEC 5/4x KEYSTONE RAKE FLASH'G AS REQUIRED Ix4 TRIM q0° I/2" ROOF 5/4x8 BARGE BOARD SNEATNING 2x6 SPF SUB -BARGE FLAT OUTRIGGER @ 24"oc GABLE END NARDIE SMOOTH LAP "' TRUSS SIDING w/ 4" REVEAL GALV MTL FLASHING 2x3 SLOPED SILL WITH DRIP EDGE 2x6 BAND SIDING PER PLAN BARGE, KEYSTONE, PEDIMENT DETAIL SCALE: 3/4" = 1'-0" � NOTES •ADHERED CONC. MASONRY - MIN. 4" ABOVE EARTH VENEER o/ SIDING PER ELEVATION -MIN. 2" ABOVE PAVEMENT •MORTAR SETTING BED o/ FLASHING -MIN �" ABOVE FOUNDATION. •SCRATCH COAT o/ 2x W.W. PER PLAN -FLASHING AT BASE OF VENEER •LATH FASTENERS o/ SHALL EXTEND 1" BELOW THE •LATH o/ 2x SLOPED SILL SILL PLATE, WHERE APPLICABLE. • 1 AIR GAP WITH DRIP EDGE -LATH FASTENERS: TYPE � • (2) LAYERS OF WRB o/ 'Z' FLASHING SPACING PER ASTM CI063 •EXTERIOR GRADE SNEATNING • ADHERED CONC. MASONRY VENEER o/ • MORTAR SETTING BED o/ WEEP SCREED OR DRIP • SCRATCH COAT o/ SCREED •LATH FASTENERS o/ (2) 2x4 PT FLASHING • LATH o/ BTM PLATE 1/2" MIN. BEAD SEAL • 1" AIR GAP UNDER FLASH'G • (2) LAYERS OF WRB o/ CONC. PORCH FLATWORK • EXTERIOR GRADE SHEATHING POURED AT OR NEAR ,. HOUSE COMPLETION WRB LAPPED OVER WEEP SCREEDS � POST FTC. PER PLAN WOOD SILL � TRIM COLUMN BASE DETAIL SECTION: STONE VENEER OVER WOOD FRAMING _� SCALE: 3/4" = I'-0" 0 Ix FRIEZE _ PER ELEVATION m MAX HT. ALLOW. = 487.90' RIDGE (EL. 482.88) Ixl2 FRIEZE BOARD, - TYP. WHERE SHOWN 5/4x6 BARGE BOARD w/ Ix4 E21 TRIM, EXTEND 6" A2/ PAST EAVES UPPER PLATE � WDW HORS � TYP. El WHERE A2' OCCURS 16" NARDIE — SMOOTH MULTI -GROOVE PANEL UPPER FLOOR MAIN PLATE A.E.G. - 462.90' EXT WALL Ell LIGHT WITH A24 SIDING BLOCK 2x10 GARAGE WRAP, INSTALL PROUD OF - INSIDE TO CAPTURE GARAGE DRYWALL MAIN FLOOR F.F. = 455.20' NOSE BIBB w/ E12 SIDING BLOCK A2 SE ELEV. 452.70' — — — 4:12 12 7 ADDRESS E12. BLOCK A2 8.25" / 7" REVEAL NARDIE CEDARMILL LAP SIDING, TYP WHERE SHOWN TYP. E21 0 W6 A10 TYP 5.5" / 4" REVEAL 34. NARDIE SMOOTH _ A2A LAP SIDING, TYP WHERE SHOWN TYP. 4 El.l WHERE A W7 2A OCCURS A10 TYP WS 7:12 TYP A10 r�� ^� I� �I tm� / � �I �� I I A �I�E ELE'id-ON �. BUTT JOINT, TYP. RECEIVED Jun 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT '� � z o o � �� o � �- CAPYRIGNT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROFIIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL oR BASEMENT 50. FT: N/A MAIN LEVEL 50. FT.: 145q UPPER LEVEL SQ. FT: 1813 TOTAL AREA 50. FT.: 3272 GARAGE AREA 50. FT.: 539 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: Y" = 1'-0" SHEET CONTENTS: FRONT $SIDE ELEVATIONS 'C' ELEVATION �2� SCALE: 1/4" = 1'-pll UPPER PLATE WDW HDRS s UPPER FLOOR `" MAIN PLATE WDW HDRS ATE )RS s )OR �Q aTE � )RS . �Z S� CC O I NEAT i � MAIN FLOOR J J ��. MAIN FLOOR o m�a � � NEAT PUMP f� \ / � � ELECTRICAL q�_6�� \ / %� %� �� Y � � NOOK UP 21—OII � � 1� Y �i� � mil 3'-0" SCALE: 1/4" = 1'-0" SCALE: I/4" = I'-0" �� i� �i � ELEVATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS � CONDITIONS PRIOR TO CONSTRUCTION. 2. CAULK ALL EXTERIOR JOINTS � PENETRATIONS. 3. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING � COUNTER FLASHING @ALL ROOF PENETRATIONS, CHIMNEYS � SKYLIGHTS. 4. PROVIDE CONTINUOUS GUTTERS � DOWNSPOUTS @ALL EAVES, TYP. 5. PROVIDE HEADER FLASHING @ALL DOORS, WINDOWS � SHUTTERS PER DETAIL 6. ALL PAPER AND TAPE TO LAP FROM TOP DOWN 7. HOLD ALL SIDING MATERIAL l�" OFF ROOF 8. HOLD ALL SIDING MATERIAL 6" OFF FINISHED GRADE q. SOFFIT ALL FLAT AREAS w/ t�" OVERHANG @ NORIZ. EDGES 10. METAL FLASHING @ALL NORIZ. TRIM � SIDING BREAKS 11. RUN 2ND LAYER OF TAR PAPER VERT. @ INTERIOR � EXTERIOR CORNERS UNLESS TAR PAPER IS CONTINUOUS 12. FOUNDATION VENTS TO BE SPACED PER PLAN 13. ALL FOUNDATION VENTS ON STREET SIDE OF HOUSE I.E. FRONT �/OR SIDE � GABLE END � GARAGE FRESH AIR VENTS TO BE LOUVERED 14. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT 7'-6" A.F.F. 15. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN WITH TOP OF THE GARAGE DOOR TRIM 16. ALL LIGHT BLOCKS ON STONE FACADE TO BE FURRED OUT AN ADDITIONAL t�" 21. GUTTERS TO LAP UNDER DRIP EDGE @EAVES. HOLD l�" DRIP EDGE OUT Y4' AWAY FROM FASCIA TO ACCEPT GUTTERS TO LAP UNDERNEATH 22. ALL TRIM WORK TO BE APPLIED PRIOR TO SIDING MATERIALS (SIDING TO BUTT UP TO TRIM WORK) 23. CEILING OF EXTERIOR BACK DECK TO BE FLAT. C� �N � � � RECEIVED SCALE: I/4" = 1'-0" Jun 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COPYRIGHT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROI-IIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL OR BASEMENT S0. FT.: N/A MAIN LEVEL SO. FT.: 145q UPPER LEVEL SO. FT.: 1813 TOTAL AREA SQ. FT.: 3272 GARAGE AREA S0. FT.: 53q HEAT SOURCE: ELECTRIC ARCkIITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: Y" = 1'-0" SFIEET CONTENTS REAR � SIDE ELEVATIONS 'C' ELEVATION ,a, NOTE: REFER TO STAMPED 'S' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION � ITEMS FLOOR PLAN NOTES I. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS � CONDITIONS PRIOR TO CONSTRUCTION. WINDOWS � DOORS: 2. ALL EXTERIOR WINDOW � DOOR HEADERS TO BE INSULATED w/ R-10 INSULATION. 3. WINDOWS � DOORS ARE SHOWN � NOTED AS NOMINAL SIZES. 4. WINDOW HEAD HEIGHT R.O. SHOWN PER ELEVATIONS. EGRESS WINDOW SILL HEIGHT R.O. @ MAX. 42" A.F.F. 5. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 6. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.C., U.NO. 7. GARAGE DOOR HEADERS @ 84" A.F.F. 8. EXTERIOR SWING DOOR HEADERS @ 83 1/2" A.F.F. q. INTERIOR SWING DOOR HEADERS @ 83" A.F.F. 10. SWING DOORS TO FOLLOW CENTERLINE DIMENSION IN PLANS OR BE 3" MIN. ON HINGE SIDE. 11. GARAGE -TO -HOUSE DOOR TO BE A SOLID WOOD I%" THICK 20-MINUTE FIRE -RATED DOOR w/ A SELF CLOSING HARDWARE DEVICE. 12. PER R311.3.1: THE LANDING OR FLOOR ON THE EXTERIOR SIDE OF ALL EXTERIOR DOORS EXCEPT THE FRONT DOOR SHALL BE NOT MORE THAN 7-3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR 13. ALL BI-FOLD � BI-PASS DOORS TO BE CENTERED, U.N.O. FRAMING: 14. VERIFY FIREPLACE STYLE � LOCATION w/ SUPERVISOR PRIOR TO CONST. 15. FRAMERS TO INSTALL ALL WINDOWS � INTERIOR COLUMNS I6. TOWEL RING BLK'G @ 57" A.F.F. 17. TOWEL BAR BLK'G @ 48" A.F.F. � BLOCK BOTH BAYS. I8. TOILET PAPER HOLDER BLK'G @ 22" A.F.F. AND 42" FROM BACK WALL WHERE POSSIBLE Iq. THERMOSTAT BLK'G @ 60" A.F.F 20. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT 7'-6" A.F.F. 21. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN WITH TOP OF THE GARAGE DOOR TRIM 22. ADD CONT. BLOCKING FOR STAIR HANDRAIL BRACKETS 23. STAIRS w/ WINDER STEPS WILL ALWAYS NAVE A CONTINUOUS HANDRAIL INSTALLED ON THE INSIDE OF THE STAIR's RUN 24. LADDER -BLOCK AT EXTERIOR WALLS AS NECESSARY FOR INSULATION INSTALL VENTILATION: 25. WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY A CENTRAL EXHAUST FAN IN ACCORDANCE WITH M1505.4.1.1. 26. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY. 27. WHOLE HOUSE FAN CFM RATE BASED ON TABLE M1505.4.3(1). EXAMPLE: 70 CFM FOR 2600 SF HOME w/ 4 BEDROOMS, AND THEN INCREASE BY FACTOR OF 1.5 PER TABLE M1505.4.3(2) TO ACCOUNT FOR NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM. 28. WHOLE HOUSE FAN SHALL BE I.0 SONES OR LESS, AND SHALL HAVE AN EFFICACY OF 2.8 CFM /WATT PER WSEC R403.6.1. 2q. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE WINDOWS PER STATE CODE INTERPRETATION 17-15. 30. PROVIDE A FRESH AIR TRANSFER GRILL ABOVE DOOR HEADER IN THE ROOM WITH THE WHOLE HOUSE FAN. 31. PER IRC M1502.4.5.: WHERE THE DRYER VENT EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6FT OF THE EXHAUST DUCT CONNECTION. LIFE SAFETY: 26. A HEAT ALARM OR NEAT DETECTOR RATED FOR AMBIENT OUTDOOR TEMPERATURES AND HUMIDITY TO BE CENTRALLY LOCATED IN THE GARAGE. 27. THE HEAT ALARM OR HEAT DETECTOR WILL BE CONNECTED TO AN ALARM OR SMOKE ALARM THAT IS INSTALLED IN THE DWELLING AND LOCATED IN A HALLWAY, ROOM OR OTHER LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION 10. SMOKE DETECTORS TD BE IIOV, INTERCONNECTED, w/ BATTERY BACKUP � CENTRALLY LOCATED IN EACH HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE INSTALLED WHERE THERE IS A CEILING NEIGNT CHANGE GREATER THAN 24 I1. SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS TUB OR SHOWER. [R314] 12. IONIZATION SMOKE ALARMS: � SHALL NOT BE INSTALLED LESS THAN 20 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. � IONIZATION SMOKE ALARMS WITH AN ALARM -SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. 24. PHOTO ELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE [R314] 25. GARAGE NOTE: WRAP ALL WARM WALLS AND SUPPORTING MEMBERS WITH 1/2" G W B � 5/8" TYPE 'X' ON THE CEILING. POLY SEAL RIM, ENTIRE GARAGE TO MEET JURISDICTION DRAFT STOP REQUIREMENTS 26. ENCLOSED USABLE SPACE UNDER STAIRS TO BE PROTECTED WITH Y" GWB AT THE WALLS, UNDER -STAIR SURFACES AND SOFFITS. 27. PROVIDE FIREBLOCKING PER PLAN AND @ALL PLUMBING PENETRATIONS. NOTE: REFER TO STAMPED 'S' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION � ITEMS ELEVATION ,� 2x8 PLATE @ RAISED WALL, RIPPED TO "6" %4' SUB -FLOOR I -JOIST PER PLAN BLDG PAPER BTWN JOIST EQ. `� EQ. �i� I FRONT DOORIPER PLAN FRONT PO1�CH SLAB 4'-0" D9 DOOR THRESHOLD -� 2x W.W. TOE KICK iv @DOOR (2)2x4's TO BE REMOVED PRIOR DOOR � JAMB �� TO FRONT STEP/WALK BEING CAULK BACK OF POURED THRESHOLD TO cO NERVESTRAL � ALL SEAMS END � CONC. ---- i i i i i III" PLATE 6 STEM FRONT � T.O. RAISED WALL BEYOND FRONT PORCH PORCH RAISED SLAB. SLOPE STEM STEM WALL TO STEM ya PER LIN. WALL � T.O. FRONT PORCH SECTION WALL � FT. MAX. STEM WALL = 7" •� FRONT PORC�I EXT. DETAIL SCALE: 1/2" = 1'-011 CENTER TRIM d LANDING ON FRONT DOOR /OPERABLE SIDE OF SLIDER EQ. EQ. SGD PER PLAN OPERABLEI FIXED PANEL I PANEL LINE OF NERVESTRAL __________ __________ I I 2x6 HEARTWOOD CEDAR TRIM, BEHIND I I I EO. ALL SIDES, CAULK/SEAL � � EQ. � � � I EQ. BOTTOM OF I I 3'x3' LANDING TYP. SIDING i �\�., \\�, I I POUR AGAINST NERVASTRAL FRONT PORCH 0 PATIO 3'-6" LANDING TYP. BACK PATIo�e suouLD ALwAYs Q. @BACK PATIO's (?. BE POURED IN THE DIRECTION OF THE FIXED SIDE OF THE S.G.D. WHENEVER POSSIBLE � 2x6 HEARTWOOD CEDAR TRIM DOOR LANDING PER PLAN. POUR THRESHOLD AGAINST NERVESTRAL 2x6 HEARTWOOD CEDAR --� - L__�_______ - TRIM w/ FLASHING @ NERVESTRAL '�I � ' HOUSE INTERSECTION, -LANDING PEP PLAN _ WHERE OCCURS -# OF STEPS i6D BY --- �� I LINE OF NERVESTRAL MUD SILL SITE CONCI i IONS i I CONC. WALL SLAB ON GRADE SEE D38 FOR FRONT DOOR AND FRONT PORCH DETAIL EXT. LANDING DETAIL C� SLIDING GLASS DOOR, TYP SCALE: N.T.S. WRAP NERVASTRAL UP JAMB 6" (2) %a" BEADS OF CAULK UNDER NERVESTRAL, (I) WRAP EDGE � @SIDES OF JAMB THRESHOLD w/ ADD'L NERVASTRAL NERVASTRAL OR EQ Dq T�IRES�IOLD DETAIL SCALE: 1-I/2" = I'-0" 0 I'-3" 16'-0" .1'-3" n, I m I I � 0 �y-------' � S EP UP �I fY al S,EP UP 311 NI �� AI_OII TYP. D41 Lul A2C �; q 3 �� ADD �I �I {- I 18'-0" 6'-3" 2'-3" DRIVEWAY WIDTH Did V�WAY/PO�RC� Pl_AN SCALE: 3/8" = 1'-0" cn _1 ('n 0 v F 0 i 24"x36" NEAT PUMP BASE 5'-2%n 24"x36" NEAT PUMP BASE WHEN REQ'D 804 XOX 36'-0" 61_il/II y �1AIN FLOOR PLAN: 'A' ELE`✓. STONE VENEER, TYP WHERE SHOWN RECEIVED Jun 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A � LL W J w n CL� Q '� � z � � � � � � � o � �- COPYRIGHT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LowER LEVEL OR &15EMENT SQ. Fr: N/A MAIN LEVEL 50. FT.: 1459 UPPER LEVEL S0. Fr.: 1813 TOTAL AREA 50. FT.: 3272 GARAGE AREA SG. FT: 53q NEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: 6TL ENGINEERING REwsION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: Y" = 1'-0" SHEET CONTENTS MAIN FLOOR PLAN SCALE: 1/4" = 1'-0" 36'-0" FLOOR PLAN NOTES 1. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS � CONDITIONS PRIOR TO CONSTRUCTION. WINDOWS � ODORS: 2. ALL EXTERIOR WINDOW � DOOR HEADERS TO BE INSULATED w/ R-10 INSULATION. 3. WINDOWS � DOORS ARE SHOWN � NOTED AS NOMINAL SIZES. 4. WINDOW HEAD HEIGHT R.O. SHOWN PER ELEVATIONS. EGRESS WINDOW SILL HEIGHT R.O. @ MAX. 42" A.F.F. 5. ALL WOOD IN CONTACT WITH CDNC. TD BE PRESSURE TREATED. 6. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.C., U.NO. 7. GARAGE DOOR HEADERS @ 84" A.F.F. 8. EXTERIOR SWING DOOR HEADERS @ 83 1/2" A.F.F. 9. INTERIOR SWING DOOR HEADERS � 83" A.F.F. 10. SWING DOORS TO FOLLOW CENTERLINE DIMENSION IN PLANS OR BE 3" MIN. ON HINGE SIDE. 11. GARAGE -TO -HOUSE DOOR TO BE A SOLID WOOD I%" THICK 20-MINUTE FIRE -RATED DOOR w/ A SELF CLOSING HARDWARE DEVICE. 12. PER R311.3.1: THE LANDING OR FLOOR ON THE EXTERIOR SIDE OF ALL EXTERIOR DOORS EXCEPT THE FRONT DOOR SHALL BE NOT MORE THAN 7-3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR 13. ALL BI-FOLD � BI-PASS DOORS TO BE CENTERED, U.N.D. FRAMING: 14. VERIFY FIREPLACE STYLE � LOCATION w/ SUPERVISOR PRIOR TO CONST. 15. FRAMERS TO INSTALL ALL WINDOWS � INTERIOR COLUMNS 16. TOWEL RING BLK'G @ 57" A.F.F. 17. TOWEL BAR BLK'G @ 48" A.F.F. � BLOCK BOTH BAYS. 18. TOILET PAPER HOLDER BLK'G @ 22" A.F.F. AND 42" FROM BACK WALL WHERE POSSIBLE 19. THERMOSTAT BLK'G @ 60" A.F.F 20. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT 7'-6" A.F.F. 21. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN WITH TOP OF THE GARAGE DOOR TRIM 22. ADD CONT. BLOCKING FOR STAIR HANDRAIL BRACKETS 23. STAIRS w/ WINDER STEPS WILL ALWAYS NAVE A CONTINUOUS HANDRAIL INSTALLED ON THE INSIDE OF THE STAIR's RUN 24. LADDER -BLOCK AT EXTERIOR WALLS AS NECESSARY FOR INSULATION INSTALL VENTILATION: 25. WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY A CENTRAL EXHAUST FAN IN ACCORDANCE WITH M1505.4.1.1. 26. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY. 27. WHOLE HOUSE FAN CFM RATE BASED ON TABLE M1505.4.3(1). EXAMPLE: 70 CFM FOR 2600 SF HOME w/ 4 BEDROOMS, AND THEN INCREASE BY FACTOR OF 1.5 PER TABLE M1505.4.3(2) TO ACCOUNT FOR NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM. 28. WHOLE HOUSE FAN SHALL BE I.0 SONES OR LESS, AND SHALL NAVE AN EFFICACY OF 2.8 CFM /WATT PER WSEC R403.6.1. 29. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE WINDOWS PER STATE CODE INTERPRETATION 17-15. 30. PROVIDE A FRESH AIR TRANSFER GRILL ABOVE DOOR HEADER IN THE ROOM WITH THE WHOLE HOUSE FAN. 31. PER IRC M1502.4.5.: WHERE THE DRYER VENT EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6FT OF THE EXHAUST DUCT CONNECTION. LIFE SAFETY: 26. A HEAT ALARM OR HEAT DETECTOR RATED FOR AMBIENT OUTDOOR TEMPERATURES AND HUMIDITY TO BE CENTRALLY LOCATED IN THE GARAGE. 27. THE HEAT ALARM OR HEAT DETECTOR WILL BE CONNECTED TO AN ALARM OR SMOKE ALARM THAT IS INSTALLED IN THE DWELLING AND LOCATED IN A HALLWAY, ROOM OR OTHER LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION 10. SMOKE DETECTORS TO BE IIOV, INTERCONNECTED, w/ BATTERY BACKUP � CENTRALLY LOCATED IN EACH HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE INSTALLED WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24 11. SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS TUB OR SHOWER. [R314] 12. IONIZATION SMOKE ALARMS: � SHALL NOT BE INSTALLED LESS THAN 20 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. $ IONIZATION SMOKE ALARMS WITH AN ALARM -SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. 24. PHOTO ELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE [R314] 25. GARAGE NOTE: WRAP ALL WARM WALLS AND SUPPORTING MEMBERS WITH 1/2" GWB � 5/8" TYPE 'X' ON THE CEILING. POLY SEAL RIM, ENTIRE GARAGE TO MEET JURISDICTION DRAFT STOP REQUIREMENTS 26. ENCLOSED USABLE SPACE UNDER STAIRS TO BE PROTECTED WITH y" GWB AT THE WALLS, UNDER -STAIR SURFACES AND SOFFITS. 27. PROVIDE FIREBLOCKING PER PLAN AND @ALL PLUMBING PENETRATIONS. NOTE: REFER TO STAMPED 'S' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION � ITEMS A 16" OF SOAP NICHE, SHOWER ,q PEX TUBING, CONTROL � SHOWER PAN I � i it TYP. SHOWER CONTROLS 16"x24"x6" DEEP SOAP NICHE 1 ___}� �� I� - - I IIII BUTT NICHE TILE INTO FIELD TILE, li II -I - -11-! I'�I TOP � SIDES - - SECTION A -A BUTT FIELD 24" � � - �" (ZOOMED IN @ NICHES TILE INTO BOTTOM of NICHE TILE (3) LAYERS I" � ' ', - �, t i� ', POLY -ISO RIGID APPROX. STUD I � I INSULATION, EXT. LAYOUT I I � � I � I I WALLS ONLY SHOWER DOOR - , i i _ � i ii ii i i II ii i FIELD TILE II I i I �,�� n 'd4 II II � I i I SHOWER PAN II I, �, 2x6 or 2x4 SECTION A -A 2x8 WALL, (@ EXTERIOR WALLS WALL PER PLAN BACK WALL OF �� S fii O W � � SOAP '�Cl N C fi`1 � SHOWER, TYP. SCALE: NTS DOUBLE RIM OR PROVIDE SPLICE ADD FLAT 2X4 THROUGH �4ux6ll JOIST @ 5' O.C. srT HRs416z. ATTACH TO 2x AND TO STAIR RIM PER PLAN �i SECTION A -A (@ INTERIOR WALL �ux�u 0 _� s j MAKE UP AIR IS REQUIRED ' SECTION THRU WALL CAP � FOR THE LAUNDRY ROOM AND � � CLOSET ENCLOSING THE AIR , ' HANDLER IN ACCORDANCE � � WITH 2O18 IMC 504.E � D15 HALF „WALL FRAf�ING � CAP DETAIL SCALE: I/2 1 0 - PROVIDE MIN. 30" HEADROOM CLEARANCE. - TRUSSES MUST BE INSTALLED @ 24" O.C. ATTIC ACCESS SHEATHING ON OUTSIDE OF TRUSS MEMBERS 0 5/4 TRIM � � GWB ATTIC OR SIM. ACCESS LID 03q ATTIC ACCESS DETAIL SCALE: 1/2 = 1 -0 GROUT � SEAL, TYP. � SHOWER GLASS � FRAME SLOPED TILE -� ��I CAP �/ - 2" DRYWALL L CERAMIC TILE 12"W S.A.M., --. --. SURROUND BITUTHENE � a OR EQUIV. � 3 2x4 STACKED w a BLOCKING AT o � SHOWER PAN SHOWER CURB. can � .� a (SOAKER TUB AT HALF `-' SIM.) WALL, FRAME LIKE HALF - WALL. � � SUB FLOOR TILED SI-TOWER CURS I-4ALF WALL SI �I. , SCALE: 3" = I'-0" s 1 0 �Q v �_�� oNON -�. _ o N m � �� v `* � o w v � v I1'-2" 7'-�" 17'-Oy" 4'-8" ,, 4'-0" ,, 2'-6" 71-�" 4'-�" ,, 8'-0" 4'-qll TR ® � z a I `� O 2468 4040 PIC, 8046 XOX OBS., S.G. (EGRESS) �� i W.I.C. i 2x4 SOFFIT it 3 .d- � 6'2x7'3 �N -� �� 72"x36" FREE- N '� I �I 13 � i STANDING TUB PER I LP SPEC. PROVIDE TEMP. I � I � i LIMITING VALVE PER I � I I 2018 UPC 40q.4 I `" I I I "S ' ' � BDRM 1 BATH 1 CPT ; ; � �° ; 16'7x23'8 10'gx17'3 2868 ; ; N � ; II I I 1= I v I i I �„ � I I � 2 I I � I I I I � � 4'-1n �I ^ I I^ I N I I SD � � `'i W.I.C. i 3 �' 41-6" � '� B5 3 �x �° ; 6'2x7'3 ; I 5 SH ER I I J 2x8 WALL w/ w SOAP NICE � A L_____--_____J W/S(I) �, TB Q xb WALL rrr� �� I�w s�1) _D _ I U (VENT I I RooF) I '� SD 3 UTIL. � � � 61 SF V i I BDRM 2 10'6x13'S I A Ss I_ II 4 6 0 o U (Y � 0 O U (V � (LANDING) - __ 6 � DN LINE OF GARAGE -� � INSTALL WHOLE 17R,16T WALL BELOW F. . . � "OUSE FAN ii IT 2T 3T o TRANSFER GRIL 42 HALF WALL �, 0 _I N ABOVE D00 qT � 15' oN w °° � o � BDRM 3 o � �r w - '" 10'Sx13'8 cn SD -' 2668 SD �� 0 LOFT 12'2x18'6 2040 CSMNT 2040 PIC 2040 PIC w/ GRID w/ GRID w/ GRID PER ELEV. PER ELEV. PER ELEV. 0 _� �� LINE OF WALL BELOW cn o 0 SD I I I I I I I I I I I� i c -� 13 N I 3 I I Ig40 PIC Ig40 PIC (S.G) w/ (S.G) w/ GRID GRID PER ELEV. PER ELEV OPEN TO 5T - 4'-6" BELOW � 6T 38"H HALF WALL. _ � � GWB or OPEN a RAIL PER SPEC � 8r � � o 4'-6n � (LANDING) � _ I6T 15T 14T 13T 12T IIT IOT 9T 2x6 WA L SD/CO TR (2) 2x6 WALLS ® TP '� II �� 0 0 60" VANITY 1,-6 3T x6/ "S HALL BATH sH R CPT 2668 5'6x11'10 TB W/S(1) --------------- 2668 4'-6° Hs cPT O SD 4/0 BI-FOLD Q OPEN TO � � BDRM 4 aELow � � 10'1x11'11 3036 PIC w/ GRID o PER ELEV. m 2646 PIC 2646 CSMNT w/ GRID w/ GRID PER ELEV. PER ELEV. i n,:=i 2'-0" 2'-0" 2'-0° 2'-0" 2'-0" 2'-0" i'-q" I'-q" 2'-0" I'-6° 3'-0° I'-6° 2'-q" 2'-6" 2'-6" 2'-q° 61I'-0" 6' 8'- II 6'-0" 11'- II 36'-0" UPPER FLJJR PLAN: 'A' ELE`/. 0 _� N 0 v 0 v LL W '� � z o o � �� o � �- CAPYRIG"T NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE "OMES. USE OF T"IS PLAN IS PROFIIBITED BY LAW � WIT"OUT PAYMENT OF o LICENSE FEE TO PACIFIC �`+ RIDGE HOMES. - PLAN SUMMARY �_ LOWER LEVEL oR BASEMENT 50. FT: _� N/A � MAIN LEVEL 50. FT.: 145q UPPER LEVEL SQ. FT: 1813 TOTAL AREA SO. FT.: 3272 GARAGE AREA 50. FT.: 539 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REwsIaN: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: �" = 1'-0" SHEET CONTENTS: UPPER FLOOR PLAN RECEIVED �,��,„�: Jun 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: 1/4" = 1'-pll FOUNDATION NOTES: I, CONTRACTOR TO VERIFY ALL NOTES, MATERIALS, CONDITIONS PRIOR TO CONSTRUCTION. 2. STEP FOUNDATION PER SITE CONDITIONS. 3. ALL WOOD IN CONTACT w/ CONCRETE TO BE PRESSURE TREATED. 4. PROVIDE CONSTRUCTION /CONTROL JOINT IN SLABS PER ARCHITECTURAL DRAWINGS. JOINTS SHALL BE APPROX. SQUARE � 400 SQUARE FEET OR LESS. 5. CONTRACTOR TO VERIFY LOCATION OF KNOCK -OUTS FOR STORM, SEWER, WATER � DRAINAGE. 6. IS" MIN. CRAWL SPACE CLEARANCE TO BOY. OF FLOOR JOISTS. 12" MINIMUM CRAWL SPACE CLEARANCE TO BOY. OF BEAMS. 7. COVER BOTTOM OF CRAWL SPACE w/ 6 MIL BLACK VAPOR BARRIER. LAP JOINTS 12". 8. EXCAVATOR TO INSTALL (2) 2x4's FOR BLOCKING BETWEEN DOWNSPOUT LOCATION � FNDN STEM WALL BEFORE INSTALLING DOWNSPOUT TD TIGHTLINE CONNECTOR PIPE TO ENSURE PROPER CLEARANCE FOR FLATWORK, SIDING MATERIAL, STONE VENEER. ATTIC NOTES: I, VENTED BIRD BLOCKING AND GABLE END VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5FT OR LESS FROM THE PROPERTY LINE OR WHEN THE SAVE OR OVERHANG IS LESS THAN 5FT FROM THE PROPERTY LINE. SYMBOLS � LEGEND O SMOKE DETECTOR BIRD BLOCK OR � SMOKE/CO2 DETECTOR ' ' ' ' ' ' SOFFIT VENT LOCATION AF50 ROOF "JACK" AIR VENT. �H NEAT DETECTOR/ALARM �" lo" (Lu/ CUT-OUT SIZE � SHAPE) — � — 5' 5" BATH FAN � BATH FAN VENT FLOOR ABOVE OF (w/ CUT-OUT SIZE � SHAPE) FLDOR BELOW �"wNF �" O WHOLE HOUSE FAN VENT SAFETY �'P,��' (Lu/ CUT-OUT SIZE � SHAPE) FURNACE VENT � ROOF SAFETY ANCHOR (w/ CUT-OUT SIZE � SHAPE ANCHOR BUCK -OUT WHEN WALL LENGTH IS LONGER THAN 6' �1 P.T. 2x2 NAILER FOR GARAGE WRAP (CORNER � SIDING CONDITION) ATTACHMENT 1 PLAN VIEW AREA OF RA I S � D ST � � RAISED STEM WALL WALL: S DING NAILER 0�2 SCALE: 3/4" = I'-0" �I P.T. 2x2 NAILER FOR GARAGE WRAP � SIDING ATTACHMENT ELEVATION PLAN VIEW C�ARAC�E WRAP � S I D I NG NA I L�R's ,� � TALL GARAC�� P ERS SCALE: 3/4" = I'-0" ROOF VENTILATION A ELEV MAIN ROOF STANDARD TRUSS /SCISSOR TRUSS ROOF FRAMING ASSEMBLY ATTIC AREA: 1,971.0 VENTILATION REQUIRED: 946 SQ IN (1sf PER 300sf OF ATTIC AREA) PROVIDE 50-60% OF REQ'D VENTILATION WITHIN 3' OF EAVES & 40-50%WITHIN 3' OF RIDGE LOWER VENTING REQUIRED: 50-60% OF VENTILATION REQUIRED BIRD BLOCKING: 3.70 SQ IN NET FREE AREA PER LF ((3)-2" DIA SCREENED HOLES, EA TRUSS BAY) LF OF BIRD BLK'G PROVIDED: 47 ACROSS FRONT AND REAR EAVES ONLY (PROVIDE SOLID 2x BLOCKING ALONG EAVES WHERE WALLS OR OVERHANGS ARE PARALLEL TO AND WITHIN 5FT OR LESS OF PROPERTY LINES) BIRD BLOCK VENT'G PROVIDED: 173.8 SQ IN AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA. VENTILATION REQ'D /AREA PER VENT: 5.99 # ROOF JACKS PROVIDED: 7 ROOF JACK VENT'G PROVIDED: 350 SQ IN TOTAL LOWER VENTILATION PROVIDED: 523.8 SQ IN (51.2%) UPPER VENTING REQUIRED: 40-50% OF VENTILATION REQUIRED AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA. VENTILATION REQ'D /AREA PER VENT: 7.57 # ROOF JACKS PROVIDED: 10 TOTAL UPPER VENTILATION PROVIDED: 500.0 SQ IN (48.8%) TOTAL VENTILATION AREA PROVIDED: 1023.8 SQ IN ---� ---- OR00� FRAMING DIAGRAM � RELEVANT INFO.: 'A' ELEV. SCALE: 3/16" = 1'-0" ROOF VENTILATION A ELEV LOWER ROOF STANDARD TRUSS /SCISSOR TRUSS ROOF FRAMING ASSEMBLY ATTIC AREA: 80.0 VENTILATION REQUIRED: 38 SQ IN (1sf PER 300sf OF ATTIC AREA) PROVIDE 50-60% OF REQ'D VENTILATION WITHIN 3' OF EAVES & 40-50%WITHIN 3' OF RIDGE LOWER VENTING REQUIRED: 50-60% OF VENTILATION REQUIRED BIRD BLOCKING: 3.70 SQ IN NET FREE AREA PER LF ((3)-2" DIA SCREENED HOLES, EA TRUSS BAY) LF OF BIRD BLK'G PROVIDED: 24 ACROSS FRONT AND REAR EAVES ONLY (PROVIDE SOLID 2x BLOCKING ALONG EAVES WHERE WALLS OR OVERHANGS ARE PARALLEL TO AND WITHIN 5FT OR LESS OF PROPERTY LINES) BIRD BLOCK VENT'G PROVIDED: 88.7 SQ IN TOTAL LOWER VENTILATION PROVIDED: 88.7 SQ IN (64.0%) UPPER VENTING REQUIRED: 40-50% OF VENTILATION REQUIRED AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA. VENTILATION REQ'D /AREA PER VENT: 0.31 # ROOF JACKS PROVIDED: 1 TOTAL UPPER VENTILATION PROVIDED: 50.0 SQ IN (36.0%) TOTAL VENTILATION AREA PROVIDED: 138.7 SQ IN I -- � _� I T I �ii I II � � �� I I � i �— -- —�� I' �' I'�� _ N � I �� ` {� �/ f I I I r � � ]� I I ��; ��; �� FORCED AIR UNIT IN MECI� LINE OF DRAFT II �' �� ' '' CLOSET ON UPPER FLDOR. STOPPING AT '-II�" ��' THE FLR TRUSS LAYOUT FLOOR TRUSSES: q'-10' ','� ,' �� FLOOR TRUSS SHOULD LEAVE 21 D.C. �_ - _ �- - � MIN. CLR ALL SIDES MFR TO DESIGN BELOW FORCED AIR UNIT TRUSSES FOR BLOCKING I ,� I 12'-I1 8n '� II T — - - - - - - j H - � II ' r �-�-- t air I � I I �� J�I� � II ---- —.— i II I I � II II II II II i i 5'"q" I � -_ o ------------- 24" FLOOR �,� � TRUSSES OVER I� � �ARAGE ONLY WIT�I X � R-38 BELOW m- - _- -- v Q� - UC WO D T RK I II - T I II I � � � I III I ' I ' �� — — � .� -_---- I — - — --- ® � � - �.; I � - i •�< 7'i< PITCH PITCH i = APPLY FSK PAPER AT EXT. RIM OF GARAGE U�� L. ��A�1 N� D A��A�1 \\// I I �� VA � ��.� � � �Y . SCALE: 3/16" = 1'-0" CRAWL SPACE VENTILATION CRAWL SPACE AREA: 1,459.0 SQ FT VENTILATION REQUIRED: 700.3 SQ IN (1sf PER 300sf OF CRAWL AREA) FOUNDATION VENTS USED: 7" x 14" NET FREE AREA PER VENT: 73.5 SQ IN (25% REDUCT w/ 1/4" MESH) VENT AREA REQ'D /AREA PER VENT: 9.53 # OF VENTS REQUIRED: 10 7" x 14" VENTS PROVIDED: 11 7" x 14" FOUNDATION VENTS VENT AREA PROVIDED: 808.5 SQ IN CRAWL SPACE 18" MINIMUM CRAWL SPACE. 12" MINIMUM UNDER BEAMS. 6 MIL BLACK POLYETHYLENE GROUND COVER. LAP JOINTS 12" R-30 INSULATION BTWN. JOISTS. a � CRAWL SPACE a. VENT, TYP D/S w �7 <.1 L]� J. L7 '� � z � �� O � �- COPYRIGHT NOTICE THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. 5'-2�' PLAN SUMMARY ® LOWER LEVEL DR BASEMENT SQ. PT.: '' 9 N/A MAIN LEVEL SO. FT.: 145q UPPER LEVEL SO. FT.: 1813 4" THICK CONCRETE SLAB � TOTAL AREA sa. �.: SLOPE TO DOOR q" PER FT. J 3272 GARAGE AREA 50. FT.: 53q � NEAT SOURCE: 6 � ELECTRIC ARCHITECTURAL PLANS COORDINATOR: D42 AREA OF RAISED A6 STEM WALL. SEE TWA °'�'"�' SHEET S02 FOR DIM's � sTRucTURAL. BTL ENGINEERING REVISION: AREA OF RAISED SEE REVISION LOG GENERAL SCALE U.N.O. RAISED PIER, BOTH Dis � D37 SIDES. SEE SHEET D/s SCALE: �" = 1'-0" A6 S02 FOR DIM's � D/S SPIFFY CONTENTS: STRUCTURAL. DOWNSPOUTS, VENTING, PLUMBING DRAIN(S): 'C' ELEVATION I I \ N � L= . � � I \ I I N C� D I \ C� � I \ I I � RECEIVED BEET MIMBER: I I I jj� Jun 08 2023 T � � � � � ' ° � T � � DE E'LOPMENDT SOERDV CES SCALE: 3/16" = 1'-0" DEPARTMENT ELECTRICAL PLAN NOTES: I. SMOKE DETECTORS 70 BE lIOV, INTERCONNECTED, W/ BATTERY BACKUP � CENTRALLY LOCATED IN EACH HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE INSTALLED WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24" (IRC R314) 2. A COMBINATION SMOKE /CARBON MONOXIDE DETECTOR SHALL BE PLACED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. (IRC R315) 3. SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS TUB OR SHOWER. (IRC R314) 4. IONIZATION SMOKE ALARMS: � SHALL NOT BE INSTALLED LESS THAN 20 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. � IONIZA710N SMOKE ALARMS W17H AN ALARM -SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. � PHOTO ELECTRIC SMOKE ALARMS: SHALL N07 BE INSTALLED LESS THAN 6 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE (IRC R314) 5. PER IRC M1507.3.2.: A LABEL SHALL BE AFFIXED TO 7NE WHOLE HOUSE FAN CONTROL THAT READS "WHOLE HOUSE FAN VENTILATION (SEE OPERATING INSTRUCTIONS)" 6. CEILING CAN LIGHTS OF A HABITABLE ROOM ARE TO BE INSTALLED 4' OR LESS FROM AN ADJACENT WALL SO A CEILING FAN RATED JUNCTION BOX IS NOT NECESSARY ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION �j SINGLE POLE SWITCH �j� MULTI -WAY SWITCH IIOV DUPLEX CONVENIENCE OUTLET ,{-� IIOV DUPLEX CONV. OUTLET W/ GFI Y-V (GROUND FAULT INTERRUPTER) 220v or 240v OUTLET (PER EQUIP. SPEC) WP IIOV DUPLEX OUTLET (WEATHER PROOF) �j+ (I) IIOV OUTLET E (2) USB OUTLETS BLANK PLATE NWT IIOV DUPLEX OUTLET FOR NOT WATER TANK HALF NOT IIOV DUPLEX CONVENIENCE OUTLET Q� GARAGE DOOR OPENER IIOV DUPLEX OUTLET pW IIOV DISHWASHER OUTLET 220V CLOTHES DRYER OUTLET CLOTHES WASHER OUTLET �� 220v OUTLET FOR ELECTRIC CAR CHARGER RECESSED CEILING MOUNTED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE P PENDANT LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE (INT. � EXT.) �� FLUORESCENT FIXTURE � PORCELAIN KEYLESS LIGHT FIXTURE IIOV SMOKE DETECTOR, W/ BATTERY BACKUP COMBO CO2 E SMOKE DETECTOR NEAT DETECTOR /ALARM RECESSED CEILING MOUNTED FAN, V.T.O. WHOLE HOUSE FAN WHOLE HOUSE FAN TIMER CONTROL WALL MOUNTED HEATING E COOLING UNIT (MINI -SPLIT) �0 MINI-SPIJT �'�' N�^T� ELECTRICAL CEILING HEATER STACKED DATA (TOP) JACK t SMURF TUBE ACCESS BLANK PLATE THERMOSTAT TDP CAMEO RGb w/ (2) CAT5E 6 9 �'_ D/P COMBO JACK WITH (2) CAT5E 1 TELEPHONE JACK t SMURF TUBE OR EQUIVALENT HOME AUTOMATION CONTROLS A/C WP PRE -A/C OR NEAT PUMP DOOR BELL FLAT PANEL PRE -WIRE sP SURROUND SOUND SPEAKER 6 • CENTER ALL LIGHT FIXTURES ON VANITY SINK(S). • LIGHT FIXTURES OVER VANITIES TO BE 82"-86" F.F. • REFER TO CABINET LAYOUTS FOR 9 KITCHEN APPLIANCE AND VANITY CENTERLINE LOCATIONS. UPPE2 F_GCR ELECTRIC=1 (ALL ELE`✓'s SIM. ) SCALE: I/4" = I'-0" HWT TO BE INSTALLED IN THE 3rd CAR GARAGE OR GARAGE BUMP -OUT WHEN THAT OPT. IS SELECTED. w� IlA FOR UTILITY LAYOUT, SEE W5/IIA MAIN FLOCK ELECTRIC^L PLAN (ALL ELE`/'s SIr.Z SCALE: y" = I'-0" POWER "WHIP" +86" HOOD +78" RANGE +18" RECEIVED Jun 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LL W J '� � z o o � �� o � �- CAPYRIGHT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL oR BASEMENT 50. FT: N/A MAIN LEVEL 50. FT.: 145q UPPER LEVEL SQ. FT: 1813 TOTAL AREA SO. FT.: 3272 GARAGE AREA 50. FT.: 53q HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: �" = 1'-0" SHEET CONTENTS: ELECTRICAL PLANS - COMPOSITION ROOFING -TRUSSES ARE STAMPED BY 15# FELT o/ 7/16" OSB fANUFACTURERS ENGINEER SHEATHING o/ ROOF LICENSED IN WASNINGTON TRUSSES PER PLAN STATE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS LOADS: 25# L.L.+ 15# D.L. = 40# TOTAL R49 INSULATION IN ATTIC - R38 @ VAULTS y" Gwa CLASS II VAPOR RETARDER PRIMER PAINT w/ A f101STURE PERf1 RATING OF 1.0 OR LESS (EX. RODDA PAINT VAPOR SHIELD). (2)2x6 TOP PLATES STD/BTR SPF 1/2" GWB 2x6 STUDS @ 16" O.C. TYP. R21 BATT INSULATION. (2) LAYERS #7 ATCO FELT BARRIER OR HOUSE WRAP 7/16 O.S.B. 2x6 BOTTOM PLATE NAIL PER SW SCH 3/4" TAG FLOORING NAIL AND GLUE — 2x10 @RIM AND BLOCKING w/ R-21 FOIL FACED INSULATION, CLASS I OR II FLOOR JOISTS PER PLAN �" GWB � CLASS II VAPOR RETARDER PRIMER PAINT w/ A MOISTURE PERM RATING OF 1.0 OR LESS (EX. RODDA PAINT VAPOR SHIELD). (2)2x6 TOP PLATES — STD/BTR SPF 1/2" GWB 2x6 STUDS @ 16" O.C. TYP R21 BATT INSULATION. (2) LAYERS #7 ATCO FELT BARRIER OR HOUSE WRAP 7/16 O.S.B. 2x6 BOTTOM PLATE NAIL PER SW SCN RIM PER PLAN ANCHOR BOLTS � SPACING PER SW SCHEDULE R38 INSULATION ' 2x6 PRESSURE TREATED MUD SILL 6 f11L BLACK POLYETHYLENE GROUND COVER. LAP JOINTS 12" INSULATION BAFFEL EXTEND 12" ABOVE INSULATION WITH I I/2" AIR SPACE %x6 FASCIA - (TYP) 5" CONT. GUTTER 6" MIN. TO SOI L 11111111l�i ��i I II TYP. �XTERIDR WALL SECTION SCALE: N.T.S. POWER C PLASMA OUTLET SMURF rt (1)LAYEI< (1) 3/4" PLYWOOL BLACK t^ BLANK F w/ COAX SMURF �f 110V DUP OUTLET POWER C I�� I I I I �I� II II � II �\� I I I II II I � I I I I II II II II OPEN it0 ABOVE i i " ii ii II II i i ii II PLASMA OUTLET SMURF 7 � (1) 3/4" � � PLYWOOL � �� BLACK t^ ,� 2x10 \ � BACKING � (TYP) � � — — — � %4" PLYWOOD a \ � � 4 �� U � � BLANK F ° � I ° � Q Q � � Lu/ COAX ° � � ' Z � � SMURF �1 ° \ � � HAND RAIL @ \ � ° � °° 34"-3a" � \ 110V DUP � � � ABOVE NOSE � OUTLET � OF TREAD CONNECT ° � STRINGERS TO RIM w/ LS50 TYP AT STAIRS ADJACENT EXTERIOR WALLS, CONNECT STRINGER TO 2x6 STUDS w/ 6" SDS SCREWS AT EACH STUD WHERE POSSIBLE, TYP ACCESSIBLE SPACE UNDER STAIRS TO BE 2" f11N Gwa II II II II � V ° � it ° � � 10" MIN. LINE OF CURB WHEN � TREAD RAILING OPT. CHOSEN. II ° � EPTH ° a � CURB TD BE 5" FROM I I � � � � NOSING ° _w ° � N II � � II � II OTE: ALL STAIR CO STRUCTIO , ° � CLEARANCES AND HANDRAIL LOCATIONS PER IRC SECTION 312. ° I I I I I I I I I I 1x4 STRI ING BACK I I TYP STAIR S ACT I ON SCALE: N.T.S. OTE: C ECK Lu/ CO TRACTOR OR UP BADE OPTIONS 70u MIN. F R�PLAC� �L�V. � J I ON� UNIT IN UPPER RIGI-IT CORNER SCALE: N.T.S. 70u �, MIN. �, � R�PLAC� ELEV. _ � L� UNIT IN UPPER RIG�IT CORNER v L� SCALE: N.T.S. 7%" MAX RISER HEIGHT. lo" MIN TREAD DEPTH PROVIDE DRAFT STOPPING (GWB LU/ I Ya" NosE (r" f11N., oR DENS GLASS AT BACK FACE MAX RADIUS �6') ) �� OF FIREPLACE CAVITY � STAIRS: (3) 2x12" STAIR 0 1 JACKS EA. ° 2x4 THRUST BLOCK -� ��J 2x4 FRAMING ABOVE FIREPLACE 11%II . MIN. F REPLACE PLAN V EW SCALE: N.T.S. 45%" R.O. 51_qu ELECTRIC FIREPLACE INSERT "SIMPLIFIRE SF-ALL48-BK" 2x4 FIREPLACE WALL FRAMING a � 2x6 R.O., o ALL SIDES w LXu o � 2x4 FIREPLACE `y WALL FRAMING A -A FRAf� N� SECT ON SCALE: N.T.S. -�/ � 2x4 FIREPLACE —WALL FRAMING � 0 3 2x6 R.O., � �� ALL SIDES 0 Lll w O � 2x4 FIREPLACE `y �—WALL FRAMING A -A FRAM NG SECT ON SCALE: N.T.S. RECEIVED Jun 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LL W J w y Q '� � z o o � �� o � �- CAPYRIGNT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROFIIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL oR BASEMENT Sa. FT: N/A MAIN LEVEL 50. FT.: 145q UPPER LEVEL SQ. FT: 1813 TOTAL AREA 50. FT.: 3272 GARAGE AREA 50. FT.: 53q HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REwsION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: Y" = 1'-0" SHEET CONTENTS ARCNI7ECTURAL DETAILS ��I SLIDING GLASS DOOR SELF ADHESIVE PER PLAN MEMBRANE PAN SLIDING GLASS DOOR FLASHING NAIL FLANGE NAIL ON FLEXIBLE GALV 'Z' FLASHING FLASHING 2" MIN FROM TOP OF FLOOR JOIST LEDGER TO LAG SCREW PER PLAN 5/4x4 CEDAR DECKING PER PLAN � 2x PT JOIST PER PLAN a � � rI rI i i � HANGER PER PLAN RIM JOIST � In �1;�� \ PT LEDGER PER PLAN BUILDING PAPER � SHEATHING PER PLAN INSTALLED BEHIND LEDGER AND PAN SIDING PER PLAN FLASHING. LAP � LEDGER INSTALLED BEFORE SIDING OVER HOUSE WRAP ° w/ BUILDING PAPER BEHIND IT Lu/ 8" EXPOSED ON ALL 4 SIDES I� DECK LEDGER DETAIL FRONT CORNER OF HOUSE AT GARAGE N.T.S. 5'-6" TO NOSE BIB 3'-6" TO C.L. OF PRONTO BEND '' ELECTRICAL METER MAIN PRONTO BEND INSTALLED ON EXT. OF HOUSE HOSE �� BIBB INSTALL GROUNDING PROD 12" FROM PRONTO BEND FORTIFLASH o/ FLASHING q" MOISTOP AND MOISTOP. TURN FORTIFLASH 1" ONTO PANEL, ALL SIDES � CORNERS. FLASHING 2x2 TRIM @PERIMETER TYP. OPENING FOR ELEC. 60 MIN. BLDG METER BOX, FIREPLACE PAPER BEHIND DIRECT VENT, RANGE VENT, METER MAIN DRYER VENT, ETC. � SEE DETAIL W10 FOR MOISTOP INSTALL INSTRUCTIONS ELECTRIC �1ETER � NOSE BIB LOCATION (ND GAS �1ETER) SCALE: N.T.S. FRONT CORNER OF HOUSE AT GARAGE � 10'-6" TO NOSE BIB S'-6" TO C.L. OF PRONTO BEND 3'-6" 3'-0° EDGE TO EDGE TO EDGE I. I. EDG>�r ELECTRICAL METER MAIN PRONTO BEND INSTALLED ON EXT. OF HOUSE NOSE GAS �� BIBB METER INSTALL GROUNDING ROD 12" FROM —_ PRONTO BEND FORTIFLASH o/ FLASHING q" MOISTOP AND MOISTOP. TURN FORTIFLASH 1" ONTO PANEL, ALL SIDES � CORNERS. FLASHING 2x2 TRIM C� PERIMETER TYP. OPENING FOR ELEC. 60 MIN. BLDG METER BOX, FIREPLACE PAPER BEHIND DIRECT VENT, RANGE VENT, METER MAIN DRYER VENT, ETC. � SEE DETAIL W10 FOR MOISTOP INSTALL INSTRUCTIONS ELECTRIC � GAS DETER, NOSE BIB CLEARANCES � LOCATIONS 3� WATEI BARR JOINT I NSTA IN MO CONTF SIDING PLAN SIDING BUTT JOINT FLASH I NG SCALE: N.T.S. 30# FELT PAPER STARTER STRIP FLASHING _� GUTTER PER PLAN ROOF TRUSS FASCIA PER PLAN ,,� FLASH I NG DETAIL C� EAVE SCALE: N.T.S. OVERLAP MIN. IS" I � BLDG. PAPER TYP. SIDING PER PLAN 2x2 PRIMED TRIM W� SIDING /INSIDE CORNER SCALE: N.T.S. %a" x 3" LAG SCE POSITIVELY ATTACE TO WALL STUDS. l SCREW TO PENETRt STUDS I" MIN., TYF I/3 AND 2/3 HT HWT. ATTACH Lu/ I x 16 GA. STRAP 2/3 HT OF HW" I/3 HT OF NWT P LINE OF NERVESTRAL BEHIND BOTTOM OF SIDING rvrrnln rvilnl ill im Innnn EXTERIOR DOOR FLASH I NG SCALE: N.T.S. CENTER TRIM E LANDING ON FRONT DOOR /OPERABLE SIDE OF SLIDER EQ. EQ. SGD PER PLAN OPERABLE PANEL I ---------- ---------- I I EQ. � � � j EQ. I I I I FRONT PORCH 0 PATIO Q. 3'-6" LANDING TYP. @BACK PATIO's Q. FIXED PANEL 2x6 HEARTWOOD CEDAR TRIM, EQ. ALL SIDES, CAULK/SEAL 3'x3' LANDING TYP. POUR AGAINST NERVASTRAL I BACK PATIO's SHOULD ALWAYS BE POURED IN THE DIRECTION OF THE FIXED SIDE OF THE S.G.D. WHENEVER POSSIBLE �j� 2x6 HEARTWOOD CEDAR TRIM DOOR LANDING PER PLAN. POUR THRESHOLD AGAINST NERVESTRAL 2x6 HEARTWOOD CEDAR - �-"-- L__�_______ �I TRIM w/ FLASHING @ NERVESTRAL � I HOUSE INTERSECTION, -LANDING PER PLAN _ ��! WHERE OCCURS ('MiN. S'x3', TYP.) �/� --- -�" OF Sl'Er'S i 5D by �—j � I LINE OF NERVESTRAL MUD SILL SfiE CONDITIONS a\ � ; CONC. WALL SLAB ON GRADE° SILL A PER S GYP. E EXT W PLAN INSULT (WHER � � � � — � —III—III— — — — SEE D38 FOR FRONT DOOR �� AND FRONT PORCH DETAIL EXT. LANDING DETAIL � SLIDING GLASS DOOR, TYP �`� SCALE: N.T.S. /`rA� ALIT WINDOW FRAME 3/8" BEAD CAULK SEALANT TRIM PER ELEVATION (WHERE APPLICABLE) MOISTOP (SEE DETAIL WIO FOR INSTALL) FORTIFLASH ON ALL SIDES OF WINDOW SIDING PER PLAN BLDG. PAPER PENETRATION \ HEADER / \ / \ / ROUGH OPENING JAMB \ /SILL \ iiiiiiiiiiia 611 SILL .�� FLASHING BUILDING PAPER TO EXTEND ! I I I I I MIN. 12" BEYOND ALL EDGES STEP I OF THE PENETRATION .ATTACH SILL STRIP OF q" WIDE MOISTOP (OR EO.) FLASHING MATERIAL WITH THE TOP EDGE EVEN WITH THE TOP OF THE ROUGH SILL. • EXTEND THIS STRIP AT LEAST 12" BEYOND THE EDGE OF THE ROUGH OPENING PENETRATION PROTECTION •ATTACH FLASHING MATERIAL WITH CORROSION -RESISTANT STAPLES. SCALE: N.T.S. NOTE: SEAL ALL EXPOSED FASTENERS SHEATHING PER PLAN INSULATION BLDG PAPER PER PLAN APPROVED FLASHING (O.lq x 10" ROLL) SIDING PER PLAN 1-I/2'I GAP BTWN ROOF AND SIDING ROOF SHINGLES 30# FELT TO EXTEND UP WALL 12" MIN. 7/16" PLYWD. SHEATHING WINDOW SILL � WOOD FRAf�E WALL SCALE: N.T.S. NOTE: USE 3 STRAPS ON 75 GALLON AND GREATER SIZES WATER NEATER (NWT) STRAPS —" ROOF SHEATHING PER PLAN ROOF TRUSS ROOF TO WALL FLASH I NG SCALE: N.T.S. GYP. BD. TRIMMER KING STU SEALANT MOI STOP DETAIL W FOR INST. WINDOW F SEALANT TRIM PEF (WHERE AI I ��,.,,��/ ,� WINDOW JA>�fB DETAIL LAP SIDING, U.NO. (HOLD 1-I/2" OFF ADJOINING ROOF) METAL FLASHING (MAY BE STEPPED) BUILDING PAPER ON SHEATHING (SIDING CUT AWAY FOR CLARITY) METAL RAIN DIVERTER (THE PURPOSE IS TO SHED THE WATER OFF THE ROOF AND KEEP IT AWAY FROM THE VERTICAL WALL BENEATH). FASCIA PER PLAN w/ GUTTER SCALE: N.T.S. � , i r r . . i r � ,� ,' � i r � r � I \ \ >v;> //�;`_ $NOTE SEAL ALL EXPOSED FASTENERS DETAIL C� ROOF/WALL IN7ERSEC710N CONT. BEAD OF ��— ►�� ►;.;.; ►.❖.� ►�� • ►�OOi ►i�i�i ►000 !Q�!�! ��::•: • - ;.;.;. BUILDING BUILDING PAPER PAPER TYP. TYP STEP 2 • ATTACH JAMB STRIPS OF q" WIDE MOISTOP (OR EO.). FLASHING MATERIAL WITH INSIDE EDGE EVEN WITH THE JAMB OF THE ROUGH OPENING. • START JAMB STRIPS 2" BELOW SILL STRIP AND EXTEND 6" ABOVE LOWER EDGE OF HEADER. \\ NAIL FILANGEJ LBNDERNSI LASTRIP // \\ // STEP 3 STEP 4 • APPLY A 3/8" CONTINUOUS BEAD OF CAULK TO THE BACK OF THE FRAME •APPLY THE NEXT COURSE OF BUILDING PAPER (BUTTING TO THE NAILING FLANGE AT ALL SIDES OF THE WINDOW FRAME OPENING) OVER THE JAMB FLASHING MATERIAL. • PLACE AND SECURE FRAME INTO ROUGH OPENING WITH FLANGES OVER THE •APPLY SUCCEEDING LAYERS OF BUILDING PAPER IN SHINGLE INSTALLED JAMB AND SILL � JAMB MOISTOP (OR EQ.) FLASHING MATERIAL. BOARD FASHION UP THE WALL, LAPPING COURSES A MINIMUM OF • NAIL WINDOWS PER WINDOW MANUFACTURER'S SPECIFICATIONS 1/2 PAPER WIDTH. • STARTING FROM THE BASE OF THE WALL, APPLY BUILDING PAPER UNDER THE SILL STRIP AND CUT ANY EXCESS BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL AND BETWEEN THE JAMBS OF THE OPENING. • ADD FORTIFLASN STICK FLASHING @BOTH SIDES OF WINDOW • APPLY SLOPED 28 GA,. 2" BACK, PREFINISHED METAL FLASHING TO OPENING. • APPLY 6" FORTIFLASH OVER TOP HEAD FLANGE OF WINDOW. EXTEND PAST JAMB FLASHING 2" ,,� STANDARD FLASH I NG >�IATER I AL APPLICATION AT OPENINGS SCALE: N.T.S. INSULATION (WHERE OCCURS) WD. FRAME WALL PER PLAN 7/16" PLYWD. SHEATHING BLDG. PAPER SIDING PER PLAN FORTIFLASH ON ALL SIDES OF WINDOW ROOF SHINGLES PER SPEC. 30# ROOF FELT 7/16" OSB ROOF SHEATHING INSULATIO (WHERE 0 WD. FRAM PER PLAN R-10 INSU BEHIND NI ALL HDR'� GYP. BD. HEADER F (SEE E W I NDOt^ 7/16" PLYWD. SHEATHING 6" FORTIFLASH 0/ FLASHING SIDING PER PLAN BUILDING PAPER MOISTOP (SEE DETAIL WI10 FOR INSTALL) MIN. 1/4" GAP BTWN SIDING AND FLASHING FLASHING TURN DC 1/4" AT EACH END TRIM PER ELEVATI (WHERE APPLICABL SEALANT WINDOW FRAME � WINDOW HEAD DETAIL SCALE: N.T.S. STUDS @ 16"oc (NO POSTS/ POINT LOADS ABOVE VENTS) SIDING PER PLAN � EQ. �, EQ• ,�� BOTTOM SILL PLATE � 3/4" TAG SUBFLOOR FLASHING 7-1/2"x15-1/2" CEDAR RIM VENTS Lu/ GALV SCREEN - PROVIDE LOUVERED VENTS @ FRONT ELEVATIONS � RIM PER PLAN ' P.T. MUD SILL ' CONCRETE FOUNDATION ��DO NOT INSTALL VENTS) CLOSER THAN 3' TO GAS METER�� BUILDING PAPER SHOULD BE INSTALLED OVER FLASHING�� NOTE: PER WSEC R402.2.7: WHEN FOUNDATION VENTS ARE NOT PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION, A PERMANENTLY ATTACHED BAFFLE SHALL BE INSTALLED AT AN ANGLE OF 30° FROM HORIZONTAL, TO DIVERT AIR FLOW BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. FOUNDATION VENT LL W J '� � z o o � �� o � �- COPYRIGHT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL oR BASEMENT 50. FT: N/A MAIN LEVEL 50. FT.: 145q UPPER LEVEL SQ. FT: 1813 TOTAL AREA 50. FT.: 3272 GARAGE AREA 50. FT.: 53q NEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REwsION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: Y" = 1'-0" SHEET CONTENTS: WATER INTRUSION DETAILS �1C SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. RECEIVED Jun 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Project Information PLAN NAME: POPLAR A 2018 PLAN SERIES: GLACIER JURISDICTION: CITY OF EDMONDS Contact Information JASON ATKIN ARCHITECTURAL PLANS COORDINATOR PACIFIC RIDGE HOMES ANALYSIS SET UP Messages /Results " Review required for custom entries: -Doors UA Reduction = 19.58, Proposed UA is better than baseline by 5°/n UA-reduction meets selected Option 1.3 Whole House Mechanical Ventilation Airflow Rate: 160 CFM with Run Time Percent of 50%, Balanced, Distributed Results assume your inputs are complete and correct. Results do not constitute an approval. Analysis should be reviewed by your AHJ. What code compliance pathway are you using? Prescri live Path Com liance with O lion 1 referred Project Building Type? New Construction Occupancy Type? R3 Sin le famil homes and du lexes Code Version? WSEC 2018 Classification: Medium Dwelling Unit -- 3272 sq. ft. Baseline Description: Code Baseline -Baseline and proposed window areas are equal. About Your Selection: Up to 15 sf exempt window and 24 sf exempt door allowable RESULTS -Comparison of Baseline and Proposed Design Component Performance, R occupancies Doors U = Overhead Glazing U = Vertical Glazing U = FIatlVaulted Ceilings U = Wall (above grade) U = Floors over Crawlspace U = Slab on Grade F = Below Grade Wall U = Below Grade Slab F = Baseline U Area UA 0.300 20 6.0 0.500 0 0.0 0.300 355 106.4 0.027 1, 971 53.2 0.056 2, 710 151.8 0.029 1,459 42.3 0.540 0 0.0 0.042 0 0.0 0.570 0 0.0 Proposed Design U Area UA 0.300 20 6.0 0 0.0 0.277 355 98.1 0.027 1, 971 53.2 0.054 2,710 146.3 0.025 1,459 36.5 0 0.0 0 0.0 0 0.0 Baseline UA Total 359.7 Proposed UA Total 340.1 Required Credits 6.0 Proposed Credits 6.0 from Tables 406.2 and 406.3 UA Percent Reduction 5.4°/n UA Reduction 19.6 If the Proposed UA <_ the Target UA, and the Proposed Credits from Table 406 are >_ those required in Section R406, then the home meets the WSEC. Table R406.2 Fuel Normalization Credits Fuel Normalization Total Credits stem No. Full Descri lion Select S stem T e Credits 406.2 Ener Credits 406.3 406.2 & 406.3 For an initial heating system using a heat pump that meets federal standards for the equipment listed in Table C403.3.2(1)C or C403.3.2(2) OR Air to water heat pump units that are configured to provide both heating and cooling and are rated in accordance with AHRI 2 550/590. Heat pump with electric resistance or fossil -fuel supplemental heat requires Heat Pump, air-to-air or air to water 1.0 5.0 6.0 compliance with WSEC 403.1.2 "Heat Pump Supplementary Heat". Packaged Terminal Heat Pumps (PTAC-HP) requires an HSPF tested value (See SBC Interpretation dated December 2020 ). Ta le R406.3 Energy Credits Energy �tio No. Cate or Sel ns Credits Brief Descri lion of Selected O tions� 1 Efficient Building Envelope Option 1 . 0.5 U 0.28 Windows / R-38 floors or R-10 Fully insulated slab. Or 5% reduction in UA 2 Air Leakage Control and Efficient Ventilation Not Selected 0.0 3 High Effciency HVAC Option 3- 1.5 Heat Pump: Air Source with min HSPF of 11 4 High Efficiency HVAC Distribution System Option 4. 1.0 Ducts/distribution system in conditioned space per R403.3.7 5.1 Efficient Water Heating Not a ected 0.0 5.2-5. Efficient Water Heating Option 5. 2.0 NEEA Tier 3 heat pump water heater 6 Renewable Electric Energy kWh Not Selected 0.0 7 Appliance Package Not Selected 0 - Energy Credits 5.0 T,4C�L �;�IIi,;� FU Nc�RMA Z,4T1?=/N �=:REC:�IT.S �_:r�riit _ � g y� :em Qesoriptian of Primary eating Source 1 CI 1 .I_I ■ 2 For an initial h sting systeR using a heat pump that meets f eral standar s for the equipment listed in Tebl G403.3.2(1 C or C403.3.�? I;� i ar Air bo wale heat pump nits that are configured to provide b� th heating a d cooling and are rated in acaarda a with AHFi: 550fS9D � T��E �as.� ENERGY CREQGTS C7 PTION DE SC R I PTI O FJ All Other �:�n�ul� ��-2 'I EFFIt_ IEN BUILDING NL`EL<=rF E �:=!F�TIONS ■ Curly o e option fro Items � .1 through 1.� may be selected in this category. �: rice with th conductive UA targets is demonstrated using Section Fi402.1.4, Total UA alternative, wrhere [1-(Rro osed LI arget UA]I� � the required 96UA reduction 1.3 Pr scrip Ive carnpliance is laced on Table R4t72.1.1 with the following 0_S IVfA R dlfic flans: ,lertic I f�ene;tration l.J = fJ.28 Floor -�I8 : Sla on tirade R-1U perimeter and under entire slab Be gnade slab R-10 perimeter any+ under entire slab : ar ompliance based on Section Fi�O?.1.�: Reduce the Total canductir•e �tJ,4 S%. THERMAL ENVELOPE DETAILS -Proposed Design Conditioned Floor Area, Proposed Desi n 3,272 sq. ft Classification Medium Dwelling Unit Notes Exterior Doors Plan Com orient Door Width Hei ht ID Descri lion Ref. U Qt. Feet �"°h Feet �"`'' Area UA Exem t Code Baseline, U=0.30 - 0.30 1 2 s 6 s 18 5.3 FRONT Fiber lass with 10°/ lazin Custom 0.30 1 3 ° 6 e 20 6.0 0 3 ° 6 a 0 0.0 0 6 8 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 Sum of Area and UA (excluding exempt door) 20 6.0 Exterior Doors Area Weighted U 0.300 Overhead Glazing Plan ID Component Descri lion Ref. Glazing U Qt. Width Hei ht Area UA Feet �"`h Feet �"`h Sum of Area and UA 0.0 0 Overhead Glazing Area Weighted U Vertical Glazing Schedule Rows to Show 17 Plan Component Glazing Width Hei ht Feet finch Feet Inch ID Descri lion Ref. U Qt. Area UA Exem t - - - 1 LIVING U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 2 2 ° 2 ° 8.0 2.24 2 LIVING U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 8 ° 4 s 36.0 10.08 3 SGD U=0.25 O lions 1b, 1.4 Table406.2 0.25 1 6 ° 6 10 41.0 10.25 4 NOOK U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 6 ° 4 s 27.0 7.56 5 NOOK U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 4 ° 2 ° 8.0 2.24 6 BDRM 5 U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 2 2 ° 2 ° 8.0 2.24 7 BDRM 5 U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 2 2 s 4 s 22.5 6.30 8 BDRM 1 U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 2 2 ° 4 ° 16.0 4.48 9 BDRM 1 U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 8 ° 4 s 36.0 10.08 10 BATH 1 U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 4 ° 4 ° 16.0 4.48 11 BATH 1 U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 2 ° 4 ° 8.0 2.24 12 BDRM 2 U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 4 ° 4 ° 16.0 4.48 13 BDRM 3 U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 4 ° 4 ° 16.0 4.48 14 LOFT U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 3 2 s 4 s 33.8 9.45 15 LOFT U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 2 3 ° 4 ° 24.0 6.72 16 BDRM 4 U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 2 2 s 4 s 22.5 6.30 17 STAIR U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 2 4 ° 2 ° 16.0 4.48 Sum of Area and UA 354.8 98.1 Vertical Glazing Area Weighted U 0.277 Vertical Glazing and Doors Area Weighted U 0.278 FIatlVaulted Ceilings Plan ID Component Descri lion Ref. Attic U Area UA R49 blown Attic STD baffled Code Baseline, O lion 1.1-1.4 10-7 0.027 1 ,971 53.2 Sum of Area and UA 1,971 53.2 4.2 ,/AC equipment and associated duct systems} iRstallaliian shall comply 1 i I P.;. the rtequirements of Section Ft4B.S_3.7. ; Locating system components in conditioned cra'rsrl spateti is not pem7itted i ; under this option. Electric resistance heat and ductless heat pumps are not permitted under this option_ direct combustion heating equipment with AFUE less than �3g9+6 is not permitted underthisaptian. Ta qualify to claim this credit, the building permit drawings shall specify the option being ;,elected and shall speciFy the heating equipment type and ; shall show the location of the heating and cooling equipment and all the ; ductwork. 5. EFFICIENT 1NATER HEATII�aG OPTICtr�1S ■ C)nly one option from Items S.� through S.B may be selected in this category. Item 5.1 maybe combined with any S.S ter heating system shall include one of the fallov.'ing= � CI - _ ectric heat pump water heater meeting the standards for Tier I I I of EE,4's advanced water heating specification ■ or : ■ For Fx-� C+ccupancy, electric heat pump water heaters}, meeting the sta:rxlards for Tier III of NEEA's advanced water heating specification, shill supply domestic host water to all units_ if one water heater is serving more : than one dwelling unit, all hot water stipply and recirculation piping shall be insulated with R-8 minimum pipe insulation.. : To qualify to claim this credit, the building permit drawings shall specify the opkion being selected and shall specify the water heater equipment type and the minimum equipment. efficiency_ 3. HIG�HI FICIENC11r HVAC EQUIPMENT CIPTIONS ■ ■ _ n r ne option from Items 3.1 through 3_t3 may be selected in this category. 3_S' ir-source_ centrally ducted Meat pump with rninim�unl HSPF of 11_CI. 1 =� r,,� RECEIVED To qualify to claim thus credit, the building permit drawings shall speciF�r the � Jun 08 2023 option b€°Trig selected and shall specify the heating equipment type and the � CITY OFEDMONDS ■ DEVELOPMENT SERVICES minimums equipment efficiency. : DEPARTMENT Sum of Area and UA 2,710 146 Floor over crawl or exterior Plan ID Component Descri lion Ref. Floor U Area UA R38 vented Joist 16oc 10-3 0.025 1,459 36 Sum of Area and UA 1,459 36 Slab on Grade (less than 2 feet below rode) Plan ID Component Descri lion Ref. Slab F Slab Perim FP Sum of Perimeter and FP 0 0 Below Grade Walls and Slabs Plan ID Component Description Ref. Wall U Wall Area Wall UA Slab F Slab Perim Slab UA Sum of Area, Length and UA 0 0.0 0 0 Ventilation Requirements Number of Bedrooms Run -Time Percent in Each 4-Hour Segment Is the system Balanced? Is the system Distributed? Ventilation Code Section Whole House Mechanical Ventilation Airflow Rate 5 50% Balanced Verify system meets definition of'Balanced Whole -House Ventilation' Distributed Verify system meets definition of'Distributed Whole -House Ventilation' IRC, Chapter 15 160 CFM HVAC Thermal Distribution System Download RS-33 (2018) htt ://www.ener .wsu.edu/Documents/Duct%20Testin %20Standards%2 Is this a hydronic heating system? No Location of Ducts Conditioned S ace Location of Air Handler Conditioned S ace Is Duct Testing Required? No Option 4.2: A maximum of 10 feet of return ducts and 5 feet of supply ducts are allowed to be located outside of the building thermal envelope, if insulated and sealed per R403.3.7. Links to Download Forms, Checklists and Other Resources Link Compliance Certificate Compliance Certificate Instructions Insulation Certificate for Residential New Construction Insulation Certificate Duct Testing Affadavits Existing Construction Affidavit, Existing New Construction Affidavit, New Prescriptive Checklist for 2018 WSEC Prescriptive Checklist Alterations (Remodel) Worksheet Worksheet Show Heatin S stem Sizin ?Show Heatin S stem Sizin -Proposed Desi n Try Out BetterBuiltNW's HVAC Sizing Tool: https://betterbuiltnw.com/resources/hvac-sizing-tool Nearest Weather Station Indoor Design Temperature Outdoor Design Temperature Design Temperature Difference (vT) Conditioned Floor Area, Proposed Design Conditioned Volume Leave blank to use default of 8.5 ft. ceiling height HVAC System Type Location of HVAC Distribution System Sum of UA, including exempt door and window Envelope Heat Load Sum of UA X �T Air Leakage Heat Load ((Volume X 0-6) X nT) X -018)) Building Design Heat Load Air Leakage+ Envelope Heat Loss Building and Duct Heat Load For ducts located in unconditioned space: Sum of Building Heat Loss X 1.1 For ducts located in conditioned space or ductless: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output Building and Duct Heat Loss X 1.25 for heat pumps Building and Duct Heat Loss X 1.40 for all other systems Edmonds 70 F 24 F 46 F 3,272 ft2 27,812 ft3 Heat Pum Conditioned Space 345 15,891 Btu /Hour 13,817 Btu /Hour 29,708 Btu /Hour 29,708 Btu /Hour 37,136 Btu /Hour TABLE M1505.4.3(I ) 2018 WSEC WHOLE HOUSE f1ECNANICAL VENTILATION AIRFLOW RATE VENTILATION NOTES AND STANDARDS: (VENTILATION RATES IN TABLE ARE MINIMUM OUTDOOR AIRFLOW I. WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY A CENTRAL RATES f1EASURED IN CFM) EXHAUST FAN IN ACCORDANCE WITH MI505.4.1.1. POPLAR 2. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY. MOUSE NAME: 3. WHOLE HOUSE FAN CFM RATE BASED ON TABLE MI505.4.3(I). EXAMPLE: 70 CFM FOR 4 BDRM 2600 SF HOME, AND THEN INCREASE BY FACTOR OF 1.5 PER TABLE M1505.4.3(2) TO ACCOUNT FOR WHOLE MOUSE FAN CFM CALL: SO CFrI x 1.5 = 120 CF�1's NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM. 4. WHOLE HOUSE FAN SHALL BE 1.0 SONES OR LESS, AND SHALL NAVE TABLE fIR1�45.#,31[1l AN EFFICACY OF 2.8 CFM /WATT PER WSEC R403.6.1. YPHOLE-HOUSE AAECHANICAL ►IEhITIt.ATIOC� AIRFLOYP RATE 5. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE NVmhcrof 9e�4orns Dwadliny tlnil Efaar Aro-s ¢qulirra teat) b• 1 2 3 4 IS or �� Alrhuw Ire slur < saa 3a 3D 35 as 54 501 • 1.000 34 35 db 50 55 1.OU1 • i,sO6 � +fD Aa `aa GO 1,501 - 2,040 35 45 SU er3 85 2.04y - 2.3a4 40 54 55 65 70 45 55 5a 70 3,Ii70t - a.t;a� 50 Ga GS 75 � - � 56 Bs 70 Sltl 4,OOi -4,SOA 60 70 75 85 9D +i,501 •5.alan G5 75 a0 sa 95 WINpOWS PER STATE CODE INTERPRETATION 17-15. 6. LOCAL EXHAUST FAN RATES ARE AS FOLLOWS: KITCHEN - 100 CFM INTERMITTENT. BATNROOMS/TOILET RMS - 50 CFM INTERMITTENT. 7. HEATING DUCTS ARE NOT ALLOWED TO DISPLACE REQUIRED INSULATION WITHIN THE EXTERIOR WALLS, FLOORS AND CEILINGS. 8. PER IRC M1502.4.5.: WHERE THE DRYER VENT EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6FT OF THE EXHAUST DUCT CONNECTION. 9. THE BUILDING'S THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQ'MNTS OF SECTIONS R402.4.1-R402.4.4. AIR LEAKAGE RATES TO NOT EXCEED 5.0 A.C.N. (R402.4.1.2) 10. ENERGY CODE COMPLIANCE CHART WITHIN 3' OF ELECTRICAL PANEL. II. A PROGRAMMABLE THERMOSTAT IS REQUIRED. 11111irp5.b.S.1 Y4nlflatlnn qual#ty adjuskrnent� The rninlnfum wyple hopsa +renlllation rate fwrn Section 12. A MINIMUM OF 75% OF ALL LIGHTING MUST BE NIGH EFFICIENCY 9b[3b_4.3 S1►ali be adlust� by ore sysicm caeiticrenl rn i9C[e rutlSr}S.4_;ilY) basctl an IRo system type n01 i'rleering the dei"rrriiion of a balenaad+4r�o1e a7ouse ver!5iaatrtln system arroror not m eating the ¢efirHrian of 2 dfglri�[#ed wflole h01y5r' ire+,lrlaffort Syslern, TABLE M7505.�.3�3} SYSTEf41 CQEFFICfENT {�,Y„s,,,} $y5tem Type ❑i5trlbtt#gd Nat �Istrlbuted Balancers 7.{} 1.25 Nat balanced 1.75 1.5 VENTILATION SCHEDULE YYYI NUTONE OR EQUIV I.0 SONES CFM RATE PER CALL. 2 NUTONE OR EQUIV 1.5 SONES NOTES: +USE 100 CFM MIN. FAN AT KITCHEN + USE 50 CFM MIN. FANS AT ALL OTHER LOCATIONS EXC. WNF � ALL FANS VENT TO OUTSIDE (V.T.O.) '� � z � o � �� O � COPYRIGHT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL OR BASEMENT SQ. FT.: N/A MAIN LEVEL SO. FT.: 145q UPPER LEVEL SO. FT.: 1813 TOTAL AREA SQ. FT.: 3272 GARAGE AREA S0. FT.: 53q HEAT SOURCE: ELECTRIC ARCrIITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: Y" = 1'-0" SHEET CONTENTS: 2018 WSEC CREDIT OPTIONS � CALC's GENERAL STRUCTURAL NOTES: CRITERIA: 1.1 All Materials workmanshi desi n and construction shall conform to the drawin s s ecifications and the International Buildin Code IBC 2018 Edition p, 9 9 p 9 ( ), 1.2 Design Loading Criteria The Design Loading of the Structure is as follows: Live Loads (in accordance with IBC Table 1607.1) Occupancy or Use Uniform Live Load Concentrated Live Load Notes Floor, Residential 40-psf - Balconies &Decks 60-psf - 1.5 x Occupancy Load Uninhabitable attic, with storage 20-psf - Concurrent with Snow Loads Unihabitable attic, without storage 10-psf - Non -concurrent with Snow Loads Handrails and Guards - 200-Ibs Any point, any direction (ASCE 7-16, Section 4.5.1) Wind Design Data ASCE 7-16, Chapter 28: Simplified Envelope Procedure Basic Design Wind Speed (3-sec gust), V 100 mph Risk Catagory II Wind Exposure B Internal Pressure Coefficient N/A Exterior Components and Cladding 25-psf Topographical Factor, KZt 1.00 Snow Loads (ASCE 7-16, Chapter 7) Ground Snow Load, Pg 25-psf Flat Roof Snow Load, Pf = 0.7 Ce Ct IS P9 25-psf Snow Exposure Factor, Ce 1.0 * Snow Load Importance Factor, IS 1.0 * Thermal Factor, Ct 1.2 Do not adjust for slope or drift unless noted on the Drawings. See Drawings for Additional Loading Criteria. Seismic Design Data ASCE 7-16, Section 12.8: Equivalent Lateral Force Procedure Risk Catagory II Seismic Importance Factor, le 1.0 Mapped Spect. Accel., Short Period, Ss Mapped Spect. Accel., 1-Sec, S� 1.500 0.500 Site Class D Spectral Response Coeff., Short Period, SDs Spectral Response Coeff., 1-Sec, Spy 1.200 0.600 Seismic Design Catagory D Basic Seismic -Force -Resistance System Ply. Shear Walls Response Modification Factor, R 6.5 Seismic Response Coefficient, Cs 0.18 Design Base Shear, V 0.18 x Weight 1.3 Structural Drawings shall be used in conjunction with all other project documents for bidding and construction. Contractor shall verify dimensions and conditions for compatibility and shall notify architect of all discrepancies prior to construction. 1.4 Contractor shall provide Temporary Bracing for the structure and structural components until all final connections have been completed in accordance with the drawings. 1.5 Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform the work. 1.6 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. 1.7 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. 1.8 All structural systems composed of components to be field erected shall be supervised by the Supplier during manufacturing, delivery, handling, storage and erection in accordance with instructions prepared by the Supplier. GEOTECHNICAL: 2.1 Allowable Soil Pressure, Lateral Earth Pressure, and Soil Profile Type are assumed and therefore must be verified. If soils are found to be other than assumed notif the Structural En ineer for ossible foundation redesi n. Footin s shall bear on firm undisturbed earth at least 18" below adjacent finished Y 9 p 9 9 1 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. Geotechnical Properties Soil Site Class D Allowable Soil Bearing Pressure 2000-psf Active Lateral Earth Pressure (Unrestrained) 35-pcf Seismic Lateral Earth Pressure 6H-psf Passive Lateral Earth Pressure 300-pcf Base Friction Coefficient 0.35 CONCRETE: 3.1 Concrete shall be mixed, proportioned, conveyed and placed in accordance with IBC Chapter 19 and ACI 318-14. Mix shall be proportioned to produce a slump of 5" or less. All concrete with surfaces exposed to standing water shall be air -entrained with an air -content conforming to ACI 318-14 Table 19.3.3.1 Concrete Strength, based on IBC Section 1904.1, shall be as follows: Type or Location of Concrete Construction (Moderate Exposure) Min. 28-Day Compressive Strength, f'c Interior Slabs -on -Grade 2500-psi Footings, Basement Walls, Foundation/Stem Walls 3000-psis � Specified compressive strength (f�) specifications address serviceability requirements. Design strength of concrete is 2500-psi, therefore, strength tests are not required. Provided concrete mix tickets verifying strength specifications. 3.2 Reinforcing Steel shall conform to ASTM A615/A615M-18e1 and the following: Bar Size Steel Grade #5 bar and larger Grade 60, fy = 60,000-psi #4 bar and smaller Grade 40, fy = 40,000-psi Welded Wire Fabric shall conform to ASTM A1064/A1064M-18a 3.3 Reinforcing Steel shall be detailed (including hooks and bends) in accordance with ACI 318-14. Lap all continuous reinforcement (#5 and smaller) 2'-0" minimum. Laps of larger bars (#6 and #7) shall be 3'-0", min. Provide corner bars at all wall and footing intersections and lap 2'-0" minimum. Lap adjacent mats of welded wire fabric a minimum of 8" at sides and ends. No bars partially embedded in hardened concrete shall be field bent unless otherwise noted on the drawings or approved by the structural engineer. 3.4 Concrete Protection (cover) for Reinforcing Steel shall be as follows: Condition Clear Cover Footings and Unformed Surfaces cast against and permanently exposed to Earth 3" Formed Surfaces exposed to Earth or Weather (#6 bars or larger) 2" Formed Surfaces exposed to Earth or Weather (#5 bars or smaller) 1%2" Slabs and Walls, interior face (#11 bars and smaller) 3/a" Column Ties or Spirals and Beam Stirrups 1%2" WOOD: 6.1 Framing Lumber shall be kiln dried or MC-19, and graded and marked in conformance with WCLB Standard Grading Rules for West Coast Lumber No. 17 Unless otherwise noted, furnish to the following minimum standards: Member Use Size Species Grade Studs 2x, 3x Hem -Fir or SPF STUD Joists/Rafters 2x, 3x Hem -Fir No. 2 Plates/Misc. 2x, 3x Hem -Fir No. 2 Beams 4x Douglas Fir -Larch No. 2 Posts 4x Douglas Fir -Larch No. 2 Timber, Beams 6x &Larger Douglas Fir -Larch No. 2 Timber, Posts 6x &Larger Douglas Fir -Larch No. 2 6.2 Glued Laminated Members shall be fabricated in conformance with ASTM and AITC Standards. Each member shall bear an AITC Identification Mark and shall be accompanied by an AITC certificate of conformance. Furnish to the following minimum standards: Member Use Combination Species FbX+ FbX_ F�lX FAX EX Beams 24F-V4 DF/DF 2400-psi 1850-psi 650-psi 265-psi 1800-ksi Camber all glulam beams to 3,500' radius, unless otherwise noted. Glued laminated members exposed to weather or moisture shall be treated with an approved preservative. 6.3 Engineered Wood shown on the drawings are based on product manufactured by Weyerhaeuser in accordance with ICC Report No. ES ESR-1387. Alternate manufacturers may be used subject to review and approval by the Architect and Structural Engineer. All hangers and other hardware not shown shall be designed and supplied by the Joist Manufacturer. Each piece shall bear a stamp or stamps noting the name and plant number of the manufacturer, the grade, the ICC report number, and the quality control agency. Furnish to the following minimum standards: Member Use Product Fb F�l F� E Beams 1.55E Laminated Strand Lumber (LSL) 2325-psi 800-psi 310-psi 1550-ksi Beams 2.0E Laminated Veneer Lumber (LVL) 2600-psi 750-psi 285-psi 2000-ksi Beams 2.0E Parallel Strand Lumber (PSL) 2900-psi 750-psi 290-psi 2000-ksi Rim Boards Laminated Strand Lumber (LSL) 1700-psi 680-psi 400-psi 1300-ksi 6.4 Engineered Wood I -Joists shown on the drawings are based on joists manufactured by Weyerhaeuser in accordance with ICC Report No. ES ESR-1153. Alternate Engineered Wood I -Joists manufacturers may be used subject to review and approval by the Architect and Structural Engineer. 6.5 Prefabricated Connector Plate Wood Trusses shall be designed by the manufacturer in accordance with TPI 1-2014 for the spans and conditions shown on the drawings. Wood trusses shall utilize approved connector plates (MITEK, ITW or other approved Truss Plate Manufacturer). Unless otherwise noted, loading shall be as follows: Roof Truss Design Loading Member Uniform Load Top Chord Snow Load Top Chord Wind Load (Uplift) 25-psf 15-psf Top Chord Dead Load 7-psf Bottom Chord Live Load 10-psf Bottom Chord Dead Load 5-psf Floor Truss Design Loading Member Uniform Load Top Chord Live Load 40-psf Top Chord Dead Load 10-psf Bottom Chord Dead Load 5-psf Submit shop drawings and design calculations prior to fabrication. Submitted documents shall bear the stamp and signature of a registered Professional Engineer, State of Washington. Truss design drawings shall include, at a minimum, the following: A. Slope or Depth, Span and Spacing B. Location of all Joints and Support Locations C. Number of Plies if greater than one D. Required Bearing Widths E. Design Loads and Locations: Include Top and Bottom Chord Live and Dead Loads, Girder Loads, and Environmental Loads (Seismic, Wind, Snow, etc.) F. Other Lateral Loads, including Drag Strut Loads G. Adjustments to Wood and Metal Connector Plate Design Value for Conditions of Use H. Maximum Reaction Force and Direction (including Maximum Uplift) I. Metal -Connector -Plate Type, Size, Thickness, and Location J. Size Species and Grade for each Member K. Truss -to -Truss Connections and Truss Field Assembly Requirements L. Calculated Span -to -Deflection Ratio and maximum Vertical and Horizontal Deflection for Live and Total Loads M. Maximum Axial Tension and Compression Forces in each Truss Member N. Required Permanent Individual Truss Member Restraint Location and the Method and Details of Restraint Bracing to be used O. Placement Layout including Bearing Points, Intersections, Hips, Valleys, etc. P. Truss -to -Truss and Truss -to -Beam Connection Details and Hardware 6.6 Roof, Floor &Wall Sheathing shall be APA Rated, Exterior or Exposure 1 Plywood or OSB manufactured under the provisions of Voluntary Product Standards DOC PS-1 or DOC PS-2, or APA PRP-108 Performance Standards and Policies for Structural Use Panels. See Drawings for thickness, span rating, and nailing requirements. Unless otherwise noted, wall sheathing shall be''/z" (nominal) with Span Rating of 24/0. Glue floor sheathing to all supporting members with adhesive conforming to APA Specification AFG-01. 6.7 Wood members shall be protected against decay and termites in accordance with IBC Section 2304.12. Where required, members shall be naturally durable species or shall be treated with waterborne preservatives wood in accordance with American Wood Protection Association specification AWPA U1. Members shall be clearly labeled. Modifed treated members (ripped or end cut) shall be field treated in accordance with specification AWPA M4. WOOD (Continued): 6.8 Timber Connectors and Proprietary Fasteners shall be "Strong -Tie" by Simpson Company, as specified in their current catalog. Provide number and size of fasteners as specified by manufacturer. Connectors shall be installed in accordance with the manufacturer's instructions. Where connector straps connect two members, center strap on joint and provide number and size of fasteners as specified by manufacturer, with equal number and size of fasteners in each member. Alternate hardware manufacturer substitutions, such as USP Connectors, shall be ICC approval for equal or greater load capacities. All joist hangers and other hardware shall be compatible in size with specified framing members. See Hanger Conversion Table for pre -approved substitutions. Timber Connectors and their fasteners shall be protected from corrosion in accordance with manufacturer's recommendations or ASTM A 653, Type G185. 6.9 Dowel -Type Fasteners (Bolts, Lag Screws, Wood Screws and Nails) shall conform to Sections 11 and 12 of the ANSI/AWC NDS-2018. Dowel Type Fastener Grade Requirements at Exterior Use or Installation when in Contact w/ Treated Lumber ASTM B 695, Class 55 Galvanized Bolts ASTM A307 ANSI/AWC NDS-2018 Section 12.1.3 or Stainless Steel Hole = Bolt O + (1/32" to 1/16") Washer @Bolt Head and @Nut All-Thread/Threaded Rod ASTM F1554 ASTM B 695, Class 55 Galvanized ANSI/AWC NDS-2018 Section 12.1.3 or Stainless Steel Hole =Rod Q1 + (1/32" to 1/16") Washer @Each Nut Lag Screws ASTM A307 ASTM A 153 Galvanized ANSI/AWC NDS-2018 Section 12.1.4 or Stainless Steel Lead Hole = 0.5 x Shank !D; Shank Hole =Shank O Washer @Lag Head Wood Screws ASTM A 153 Galvanized ANSI/AWC NDS-2018 Section 12.1.5 or Stainless Steel Pilot Hole = 0.75 x Root 0 (Unless Self -Boring) Nails ASTM F1667 ASTM A 153 Galvanized ANSI/AWC NDS-2018 Section 12.1.E or Stainless Steel Avoid Overdriving or Underdriving; Avoid Wood Splitting Toenails 30°, 1/3 Nail Length from Joint Nails specified on the drawings shall be as follows: Nail Use Penny Weight Grade Framing Nails 12d Box 0.131 "!D x 3%4" Sheathing Nails 8d Common 0.131"Ql x 2%2" a� .L ''W^ VJ N O� _ • �U • A� All Metal Fasteners exposed to weather or in contact with treated wood shall be protected from corrosion according to table above. Nuts and bolts exposed to weather or in contact with treated wood shall be galvanized in accordance with ASTM A153/A153M-16a or Stainless Steel. See above for Proprietary Fastener requirements. Do not substitute standard Dowel -Type Fasteners for Proprietary Fasteners unless specifically allowed. �� 6.10 Wood Framing Notes: The following apply unless otherwise noted on the drawings: (� A. All wood framing details shall be constructed to the minimum standards of the IBC. Nailing not specified on the drawings shall conform to IBC Table � Z 2304.10.1 or ICC ES ESR-1539. Coordinate the size and location of all openings with Mechanical and Architectural Drawings. O B. Wall Framing: Stud wall size and spacing shall be in accordance with the plan notes. Two studs minimum shall be provided at the ends of all walls, at O each side of all openings, and at the ends of all beams and headers. All stud bearing walls on wood framing shall have their lower wood plates attached to framing or concrete below per P1-6 of the shear wall schedule. C. Individual members of Built -Up stud posts shall be nailed to each other with framing nails @ 12"oc, staggered. Individual members of Built -Up joist framing beams shall be nailed to each other with nails @ 12"oc, staggered. `� D. Solid blocking for wood columns shall be provided through floors to supports below. E. Floor and Roof Framing: Provide solid blocking at all bearing points. Toenail joists to supports with two framing nails. Attach timber joists to flush headers or beams with metal joist hangers in accordance with notes above. F. Roof and floor sheathing shall be laid up with grain perpendicular to supports and nailed per plan notes. Allow 1/8" spacing at all panel edges and ends J of floor and roof sheathing. Provide approved panel edge clips centered between joists/trusses at unblocked roof sheathing edges. All floor sheathing have tongue Toenail blocking to framing 12"oc. At blocked floor diaphragms, edges shall approved -and -groove joints. supports with nails @ and roof provide flat 2x blocking at all unframed panel edges and nail with edge nailing specified. � _M W QUALITY ASSURANCE: 7.1 Special Inspection shall be in accordance with IBC Section 1704.2. Standard inspections shall be in accordance with IBC Section 110. O 7.2 Structural Observation in accordance with IBC Section 1704.E is not required. V W o O O� J � 0 a J LL O W� � Z W � z � U U _~ �/� �/ � � J �_ m H w a M w o � N 0 RECEIVED Jun 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2 S08 li (3)2 6 WALL SHTG CONT.THRU CORNER PER 13/S07 8 1 S06 S08 3%�1� B 0 ADJUST SPACING AS REO' FOR PLUMBING, TYP. (SEE A6 FOR PLUMBING DROP DIMENSIONS) ADJUST SPACING REO'D FOR MECH. 18" DEEP GIRDER STRUT TRUSS (F) (DRAG LOAD = 2000LB) HU612 (1600# LOAD) S08 HUCQ412-: 3%zx15 GLB (F) RAISED HEEL MONO TRUSSES @ 24"oc 5%zx15 GLB (EXTEND TO CORNERS) �� <Q 3%x12 GLB 18" OPEN WEB FLOOR TRUSSES � 24"oc, TYP UNC S08 / S1 08 / DSC2-SDS3 STRUT TO PLATE WALL SHTG CONT.THRU CORNER 11 S08 7 3%zx15 GLB (F) CS 16x48" �' PER 18/S08 11 S09 PER 13/S07 15" DEEP GIRDER TRUSS (F) H 0 z w 18" DEEP GIRDER STRUT TRUSS (F) (DRAG LOAD = 1000LB) 3 S08 �15" DEEP GIRDS TRUSS (F) o MONO Z TRUSSES\ w @ 24"oc (2)2x6 1� HUC410 TO POST �4x10 (DROPPI GIRDER GABLE END TRUSS 12 GLB X N CV 2 sob CS16x6'-0" -LAP LOWER TOP PLATE 1'-4" AND ATTACH TO FLAT 2x4 cn I I BLKG BTWN STUDS � I I li I p I I Z I I � � � �_ w I I � � HDR cx - � LL N O� O� QO mp CS16x6'-0" -LAP LOWER TOP PLATE 1'-4" AND K6 WALL ATTACH TO FLAT 2x4 BLKG BTWN STUDS Q z w � `x° 8 o S06 2x4 LEDGER AT TOP & BOTT. CHORD W/ (2) 12d EA STUD � O /Q1212�6 — BALLOON FRAME 1 TO ROOF W/ (2) S08 6 2x6 @ 16"oc �2)2x62)2x6 GIRDER TRUSS 8 8 S06 S06 CS16x60" PER 17/S08 3%zx7%z GLB C� so d' FLOOR FRAMING PLAN NOTES: 1. Floor Sheathing shall be 3/0" thick T&G (Panel Span Rating 48/24) with long dimension perpendicular to supports. Glue Sheathing to all Framing Members and Blocking below with adhesive conforming to A.P.A.Specification AFG-01. Fasten Sheathing to Framing with 0.131 "O x 2%z" Nails or Simpson WSV #9x2%2" screws as follows: Framing, Edges 6"oc Framing, Field 10"oc Boundaries, Blocking, Struts 6"oc At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing Panel Edges. Fasten Sheathing to Framing and Blocking with 0.131 "O x 2%Z' Nails or Simpson WSV #9x2%2" screws as follows: Framing, Edges 4"oc Framing, Field 10"oc Boundaries, Blocking, Struts 4"oc See Drawings for other Sheathing Nailing requirements. 2. Floor Framing shall be as indicated on plan. Change spacing, as required, to meet the deflection requirements. Loading shall be as follows, u.o.n.: Top Chord Live Load 40-psf Top Chord Dead Load 10-psf Bottom Chord Live Load N/A Bottom Chord Dead Load 5-psf Maximum Live Load deflection shall be L/480. Refer to General Structural Notes for other requirements. ROOF FRAMING PLAN NOTES: 3. Roof Sheathing shall be �/6" thick (Panel Span Rating 24/16). Fasten Sheathing to Framing with 0.131 "QJ x 2%Z' Nails as follows: Framing, Edges 6"oc Framing, Field 12"oc Boundaries, Blocking, Struts 6"oc At Unframed Panel Edges, provide PSCA Framing Clips centered between each Framing Member. See Drawings for other Sheathing Nailing requirements. At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing Panel Edges. Fasten Sheathing to Framing and Blocking with 0.131 "O x 2%Z' Nails as follows: Framing, Edges 4"oc Framing, Field 12"oc Boundaries, Blocking, Struts 4"oc See Drawings for other Sheathing Nailing requirements. 4. Roof Framing shall be as indicated on plan. Refer to General Structural Notes. 5. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. 6. Overframing Members shall be 2x4 @ 24"oc posted down to main framing below w/ 2x4 @ 48"oc, staggered, or as indicated by the Truss Manufacturer. 7. Provide solid Flat Blocking at all Valleys. Fasten Sheathing to Blocking in accordance with Note 3. 8. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends, typ. WALL FRAMING PLAN NOTES: 9. Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16"oc, u.o.n. Interior Bearing Walls shall be 2x4 Studs @ 16"oc, u.o.n. Interior Non -Bearing Walls shall be 2x4 studs @ 24"oc. Where adjacent Shear Walls are in contact, nail studs together per 3/S06. See 1/S06 for special stud requirements at Shear Wall types P1-3, P1-2, and P2-2. 10. Headers shall be 4x6, u.o.n. See Detail 13/S06. 11. Built-up Stud Groups in Walls supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General Structural Notes for fastening requirements. 12. See 10/S06 for Simpson to USP hardware conversion table. LEGEND XX SX.X i _� P1-X 0 �---� (F) PT. LD. HDR DETAIL CALL -OUT SHEAR WALL BELOW PER SCHEDULE OF 1/S06 BEARING OR SHEAR WALL BELOW BEARING OR SHEAR WALL ABOVE FLUSH FRAMED (BOTTOM FLUSH W/ BOTTOM OF FRAMING) POST BELOW BLOCK THRU FLOOR FOR POST ABOVE HEADER PER PLAN NOTE 10 RECEIVED Jun 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N �^L^,, /rW^ VJ W �� _�_ • U • A� N • � N I/"''�I � N � N 7 W � � 1`� � ry 4 W is W 0�� 5� � �� Q� :� o ��a �-� .. o W c 1 T. of �SH� M�� — W W J Ofwn V �� Q z Q w O w Q 0 Zo O � 0 O ^J I..L w J O v � �/ Z U W� z �� U_ I..L � �_ J m H w d M w o � N O w SO4A(M) 0 1 2 4 8 16 —ADJUST STUD FRAMIN� AS REQUIRED MUDSILL ii ii ii II II �ii PER PLAN �i ii u u a ii u u u u u u �, u u u u �, a° ° Q a ° a ° a ° °a � °d a � � LSL / VER; a � ° � RIM BOAR ° �. LOCATE VENTS BETWEEN PLAN ° ° JOISTS & 1'-0" MIN. FROM ° a a as d HOEDOWNS &POINT LOADS ° a a � a � �� , ° a c a ` a° a ° �, a .. - a a a° ° a ° a e a �a _.. POST PER PLAN SLAB -ON -GRADE PER PLAN ' e DIAPHRAGM BOUNDARY NAILING SHEATHING PER PLAN — JOISTS PER PLAN �� UNBALANCED FILL A -LAM � PER FOOTINGS AND STEM�� WALLS PER PLAN 20 POST BASE PER PLAN W/ ALL -THREAD (SIZE PER MFR) AND 2%2" SIMPSON SET EPDXY EMBED (NO SPECIAL INSPECTION REO'D) � ° `�° >� � ° °°I III III III III III —III —III —III —I a I III III III Ili= ° III=1 I I=1 I I-1 �' g ' —I l l � i 11 1 1=' ' STEM WALL AND FOOTING PER 1/S07 15 SHEATHING PER 1/S06 j 2x STUD WALL PER PLAN 12d @ 6"oc TO RIM SHEAR WALL EDGE NAILING SPLICE SHEATHING AS REQUIRED SHEAR WALL EDGE NAILING ` 15�s" VERSA -LAM 1.4E 1800 \ RIM BOARD (ALT: 1%4' LSL RIM BOARD) — 15�s" VERSA -LAM / 1%4" LSL BLOCKING W/ 12d TOENAILS @ 6"oc MUDSILL &ANCHOR BOLTS PER 1/S07 STEM WALL AND FOOTING (1)#4 x 36" DIAGONAL 0 _� MUD: JOIST PER 1/S07 SEE 8/S07 3'-0" MIN. D n Q NORMAL FOOTING REINFORCING 1 O FOR CALL -OUTS IN COMMON 15is" VERSA -LAM / 1�4" LSL BLOCKING WHERE BEARING WALL OCCURS SIZE REINFORCING CAL OUT REFERENCE 18 18" sq x 12" thick NO REINF. (2) #4 EA. WAY - - 24 24" sq x 12" thick BOTTOM 30 30" sq x 12" thick (3) #4 EA. WAY - BOTTOM 36 36" sq x 12" thick (4) #4 EA. WAY BOTTOM 42 42" sq x 12" thick (5) #4 EA. WAY - BOTTOM 5 BEAM PER PLAN 1x4 x 12" EA. SIDE w/ (4) 12d EA. MEMBER MAB15, POST TO FOOTING - U.O.N ON PLAN (ALT: A34 CLIP EA. SIDE W/ 0.131"(D x 2" MIN. CONC. NAILS TO FTG) REINF. PER PLAN � Trio orinir oro 19 I -NORMAL FOOTING REINFORCING —ADD'L BARS TO MATCH NORMAL REINFORCING NE OF EXCAVATION STEP IN FOOTING 14 BEARING WALL (WHERE OCCURS) POST PER PLAN (2) LAYERS BLDG PAPER BTWN POST AND CONC. FOOTING PER PLAN CONT. TOP PLATE PER 18/S06 O O o ° ° O O o ° —o 0 0 0 _° — — _° o o —° — — — — io ---- — — — i a i i i i i — i i-- i i i i i° i i°i i i°� i � i PANEL EDGE � � � °i i i i i i i°i ° i iii i NAILING iii i °� ° -- — 1 -- — — — 1 i —PANEL EDGE ° 8 0 ° ° ° � NAILING FULL HEIGHT ° O O O O O O (HALF EA. STUD) — — -- — — HEADER PER PLAN °� i°� i ° (EXTEND TO CORNER) ° PER PLAN ° ° ° ° ((2)2x MIN.) O (2)2x ADD'L STUD z g a HOLD DOWN PER PLAN � w (APPLY OVER SHEATHING) � 2 ANCHOR BOLTS PER 1/S06 PER PLAN P.T. 2x6 MUDSILL UNO � °d d° � () 4 p #4 @ 16"oc, 8" STEMWALL UNO O � d O d d ® HORIZ a d � 1%Z' TYP. ° da d � d � � #4 @ 16"oc, VERT FOOTING PER 1/S07 � (HOOK AROUND d a d FTG. REINF.) a d a a a a d a d d DIAPHRAGM BOUNDARY NAILING PT 2x8 MUDSILL RIPPED TO MATCH STEMWALL WIDTH W/ A.B.'S AND PLATE WASHERS PER 1/S06 SHEATHING PER PLAN 13 (2)2x STUD -NAIL SHEATHING TO EACH MEMBER w/ HALF OF SHEATHING NAILS STRAP HOLD DOWN PER PLAN APPLIED OVER SHEATHING ANCHOR BOLTS PER 1/S06 *NO NAILS STEM WALL PER BOTTOM 2 FOUNDATION PLAN HOLES ------- d a d i a a i ® � d ° �� a dQ d �a I a a a d a � d 4 d a d d O 4 1 � �� a 2 a a Q d d d Q � p 4 � d d ---- Q Q O d d O 4 � Q O d d Q d d Q ---- O d d d � a 17 2x STUD WALL PER PLAN (2) 2x6 PT MUDSILL SLAB -ON -GRADE 5's"O ALL -THREAD W/ PLATE PER PLAN WASHERS PER 1/S06 AND 2�2" SIMPSON SET EPDXY EMBED (NO SPECIAL INSPECTION REO'D) ° ° p a ° � a a ° � ° u ° d < _ I I 1-1 11=1 11=1 � 1=1 11-� � ° II III III -III- � I I III III=� — IIIIIIIIIII III=III—I �` a I III III III �,111= ° � IIII IIIIIIIII�, I a 8 ° -�I-- a —STEM WALL AND FOOTING d PER 1/S07 a SHEATHING PER 1/S06 PROVIDE SQUASH BLK'G 2x STUD WALL PER PLAN UNDER POSTS AND BUILT UP STUDS ABOVE (MATCH SIZE ABOVE) FACENAIL PER 1/S06 SHEATHING NAILS @ 4"oc PANEL EDGE NAILING i i JOISTS PER PLAN III UNBALANCED FILL JOISTS PER PLAN i i ITS2.37/9.5 HANGERS d JOIST BLOCKING @ 48"oc d �' (ALT: ITS2.06/9.5 (NOT REQUIRED IF a HANGERS AT TJI 210'S) STEM WALL &FOOTING UNBALANCED FILL < 1'-0") (2) LAYERS BUILDING PAPER PER 1/S07 ° BETWEEN JOISTS &STEM WALL --I � -III SEE 6/S07 FOR CALL -OUTS 9 Q IN COMMON SLAB -ON -GRADE PER ARCH'L DRIVEWAY PER ARCH'L ° e ° a ° ° � a � - . III_=1 I I-1 I I-1 I I-1 I I-� 11 .,111,,,111,,,111 ° d COMPACT STRUCTURAL °0 a ° FILL a� � a REINF. PER 1/S07 1'-3" 3 2x STUD WALL PER PLAN MUDSILL PER 1/S07 SLAB -ON -GRADE PER PLAN ri X i �u gl� d° d UNBALANCED FILL SHEATHING PER 1/S06 PANEL EDGE NAILING STEM WALL AND FOOTING PER 1/S07 12 7 DIAPHRAGM BOUNDARY NAILING (2)2x STUD -NAIL SHEATHING TO EACH MEMBER w/ HALF OF SHEATHING NAILS I STRAP HOLD DOWN PER PLAN APPLIED OVER SHEATHING ANCHOR BOLTS PER 1/S06 ,/ U STEM WALL PER FOUNDATION PLAN I — — — — — — — ii a iia ®� �I � ® i a a o f a ® �a d dd d � 4 a Ia a �d d Q O d d 1 �2" a � a a 4 O ° � — — — — 4 �i d a ;�(2)2x STUD -NAIL SHEATHING TO EACH MEMBER w/ HALF OF SHEATHING NAILS STRAP HOLD DOWN PER PLAN APPLIED OVER SHEATHING SOLID BLOCKING 12" i i 4 d ®a i i i a a i ® � � a� ® a d dQ d 40 a ald a 1�2�� d� d a d STEM WALL PER `FOUNDATION PLAN � ---- a a a a a d a ° ANCHOR BOLTS PER 1/S06 PROVIDE SQUASH BLK'G UNDER POSTS AND BUILT UP STUDS ABOVE (MATCH SIZE ABOVE) JOISTS PER PLAN 15�s" VERSA -LAM 1.4E 180 RIM BOARD (ALT: 1�4" LSL RIM BOARD) 2x6 P.T. PLATE W/ MUDSILL ANCHORS PER 1/S06 2x6 P.T. PLATE w/ A.B.'s AND PLATE WASHERS PER 1/S06 #4, TOP (LOCATE IN TOP 12" OF STEMWALL) #4 @ 36"oc, VERT. HOOKED BAR #4 @ 24"oc, HORIZ. (1)#4, BOTTOM 16 SHEATHING PER 1/S06 �2x STUD WALL PER PLAN — 12d @ 6"oc SHEAR WALL EDGE NAILING �` SPLICE SHEATHING —SHEAR WALL EDGE NAILING STEM WALL AND FOOTING PER 1/S07 ALT. MUDSILL ANCHOR 4'-0" MAX UNBALANCED FILL ��Ii��— � .III Z_ ��I I =11=1 I I=1 I I I � I- III III —III=' 4i2" 6" 4i2� TYP. RECEIVE D 1'-3" Jun 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N �L N O \� ` � • U �;� ,;; � d �/ �`. �. �� O O �� - � °° 0 Q CO G ' ^ w J O U W o _U �_ J Q �_ m H W d M W O � N 0 w S07