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APPROVED PLN BLD FIR RESUB 1-BLD2023-0071+Architectural_Plan+5.6.2023_2.56.36_PM+3529315ABBREVIATIONS ADJ. ADJUSTABLE HR. HOUR A/C AIR CONDITIONING HYD. HYDRANT ALT. ALTERNATE IN. INCH A.B. ANCHOR BOLT INCL. INCLUDE (ED) (ING) ABV. ABOVE IN5UL. INSULATE A.F.F. ABOVE FINISHED FLOOR INT. INTERIOR ARCH. ARCHITECTURAL KIT. KITCHEN AUTO. AUTOMATIC LAM. LAMINATE ASPH. ASPHALT LAV. LAVATORY BM. BEAM LAUN. LAUNDRY BRG. BEARING LVR. LOUVER BET. BETWEEN LTG. LIGHTING B.L. BUILDING LINE LT. LIGHT BLK. BLOCK M.B. MACHINE BOLT BLKG. BLOCKING MFR. MANUFACTURE (R) BD. BOARD MA5. MASONRY BOT. BOTTOM M.O. MASONRY OPENING BLDG. BUILDING MATL. MATERIAL CAB. CABINET MAX. MAXIMUM CPT. CARPET MECH. MECHANIC (AL) CLG. CEILING MED. MEDIUM CLG. HT. CEILING HEIGHT MEMB. MEMBRANE CEM. CEMENT MTL. METAL CTR. CENTER MIR. MIRROR C.T. CERAMIC TILE MISC. MISCELLANEOUS CLR. CLEAR (ANCE) MIN. MINIMUM CLO. CLOSET MLD. MOLDING COL. COLUMN N.T.S. NOT TO SCALE CONC. CONCRETE (CAST -IN -PLACE) OFF. OFFICE COMB. COMBUSTION O.C. ON CENTER CMU CONCRETE MASONRY UNIT O.N. OVER HEAD CONST. CONSTRUCTION O.H.C. OVER HEAD CABINET CONT. CONTINUOUS OR CONTINUE O.N.D. OVER HEAD DOOR CJT. CONTROL JOINT OPG. OPENING CORR. CORRIDOR OPT. OPTION, OPTIONAL C.W. COLD WATER OB5, OBSCURE CIR. CIRCLE PIC PICTURE WINDOW CLKG CAULKING PNL. PANEL C.J. CEILING J015T P.BD. PARTICLE BOARD CSMT CASEMENT WINDOW PL. PLATE DET. DETAIL PLWD. PLYWOOD DIAL. DIAGONAL PVC. POLYVINYL CHLORIDE DIA. DIAMETER P.S.F. POUNDS PER SQUARE FOOT DIF. DIFFUSER P.S.I. POUNDS PER SQUARE INCH DIM. DIMENSION P.L. PROPERTY LINE DI5P. DISPENSER PR. PAIR DR. DOOR RAD. RADIUS DW. DISHWASHER REF. REFERENCE DWR DRAWER REINF. REINFORCE (D) (ING) DWG. DRAWING RM. ROOM DIV. DIVISION R.O. ROUGH OPENING DN. DOWN 5CH. SCHEDULE DS. DOWNSPOUT 5HT. SHEET ELEC. ELECTRICAL 51M. 51MILAR EA. EACH S.C. SOLID CORE EQ. EQUAL S.G. (or 5G) SAFETY (TEMPERED) GLA55 EQUIP. EQUIPMENT 5GD SLIDING GLASS DOOR EXH. EXHAUST 5GL. SINGLE EXIST. EXISTING SPEC. SPECIFICATION EXT. EXTERIOR 50. SQUARE FIN. FINISH 5TD. STANDARD FLR FLOOR 5TL. STEEL F.D. FLOOR DRAIN STOR. STORAGE F.B. FLOOR BREAK 5TRUCT. STRUCTURAL FLUOR. FLUORESCENT 51M. 51MILAR FT. FOOT SYS. SYSTEM FTG. FOOTING 5HTG. 5HEATING FND. FOUNDATION TEL. TELEPHONE FURR. FURRED (ING) T.V. TELEVISION FUT. FUTURE TEMP. TEMPERED FR. FRENCH THRE5. THRESHOLD F.A.U. FORCED AIR UNIT T*G TONGUE AND GROOVE F.O.5. FACE OF STUD T.O.5. TOP OF SLAB F.G. FINISH GRADE T.O.P. TOP OF PLATE F.S. FREE STANDING TYP. TYPICAL F.J. FLOOR J015T T.BM. TOP OF BEAM G.A. GAUGE TPL. TOP PLATE GALV. GALVANIZED U.N.O. UNLESS NOTED OTHERWISE G.C. GENERAL CONTRACTOR VEST. VESTIBULE GL. GLASS, GLAZING VYL VINYL COMPOSITION TILE GL. BLK. GLASS BLOCK V.I.F. VERIFY IN FIELD GYP. BD. GYPSUM BOARD W.C. WATER CLOSET GYP. GYPSUM WP. WATER PROOFING G.I. GALVANIZED IRON w/ WITH GWB. GYPSUM BOARD WIN. WINDOW HDW. HARDWARE w/o WITHOUT HDR. HEADER ND. WOOD H.V.A.C. HEATING/VENTING/ WtD WASHER AND DRYER AIR CONDITIONING W.I. WROUGHT IRON HT. (HGT.) HEIGHT W.N. WATER NEATER H.C. HOLLOW CORE W.R.G.B. WATER RE515TANT H.M. HOLLOW METAL GYPSUM BOARD HORIZ. HORIZONTAL W/5 WIRE SHELF H.B. HOSE BIBB APPROVED BY PLANNING OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES Jun 07 2023 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE 0 Pacific Ridge Series '"' r- — - — - — - — - — - — - — - — - — - I SEPARATE PLUMBING PERMIT , REQUIRED FOR THIS PROJECT. L- — - — - — - — -_ — - — - — - APPROVED PLANS MUST BE ON JOB SITE PRE INTERNAL PLAN NAMING LEGEND PLAN NAME LETTERS: FOUNDATION TYPE: F = FLAT (2-STORY, 3-STORY, TALL CRAWL) D = IIDAYLIGHT° BASEMENT T = IITUCK-UNDERII 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 t PA SDPWS 2018 Approved DFM Chris gu.yt South County Fire Date: 05/30/2023 05-30-2023 PLAN REVIEW NOTES: APPROVED WITH CONDITION: 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. DFM BURT .I Interconnected Smoke Alarms Are A Requirement„ Of This Permit In Accordance With R314.2.2 ;I .............................................a SQUARE FOOTAGE COUNTS HEATED SPACE SF: FL/4N N/4�IE: WINDCM (nNTB) 1D1 ELEV/4T�CN FINISHED BASEMENT SF: N/A FINISHED FLOOR I (LOWER FLOOR) SF: 204 FINISHED FLOOR 2 (MAIN FLOOR) SF: 1377 FINISHED FLOOR 3 (UPPER FLOOR) SF: 1383 TOTAL HEATED SF: 2964 HEATED t UNHEATED SPACE SF FOR CITY OF EDMONDS SPRINKLER CALC.: FINISHED FLOOR 1 (LOWER FLOOR) SF: 204 FINISHED FLOOR 2 (MAIN FLOOR) SF: 1377 FINISHED FLOOR 3 (UPPER FLOOR) SF: 1383 GARAGE SF: N/A (FIRE SEPARATED) MAIN FLOOR FRONT DECK SF: 96 COVERED FRONT ENTRY: 61 COVERED AREA UNDER DECK: 124 TOTAL HEATED * UNHEATED SF: 3245 SPRINKLERS ARE REQUIRED City Of Edmonds Building Department Work SFR -------------------------------- -------------- Address 23902 91 ST PL W (Lot 7) Owner PAACIFIC RIDGE HOMES ------------ Approved Date 6/7/2023 Building Official: /relp/� Permit Number BLD2023-0071 N° PLAN DETAILS/ PLUM5ING/ MECN. INFO BLDG TYPE: BLDG DIMENSIONS: MAX. NUMBER OF BEDROOMS: EXHAUST FANS: GAS PIPING CONNECTIONS: NEAT SOURCE: NEAT TYPE: NUMBER OF NEAT UNITS: FIREPLACE TYPE: BATHROOM SINKS: BATHTUB OR COMBOS: CLOTHES WASHERS: DISHWASHER: FLOOR DRAINS: KITCHEN SINKS: LAUNDRY SINKS: SHOWER STALLS (SHOWER PANS): T01 LETS: WATER HEATER: WATER SERVICE LINES: REV1 REV2 REV3 REV4 REV5 SINGLE FAMILY 36' WIDE X 48' DEEP 4 6 2 ELECTRIC NEAT PUMP ELECTRIC 5 2 0 0 3 ELECTRIC I REVISIONS ARCP 7ECTURAL DRAWING INDEX Al COVER SHEET PCN PLAN CHANGE NOTICE WRITE-UP A2D FRONT/SIDE ELEVATIONS A3D REAR/SIDE ELEVATIONS A4 MAIN FLOOR PLAN A5 UPPER FLOOR PLAN AGD FRAMING PLANS: ARCHITECTURAL INFO. A7 ELECTRICAL PLANS A9 ARCHITECTURAL DETAILS A10 WATER INTRUSION DETAILS A11 WSEC OPTIONS t CALCS 501 STRUCTURAL NOTES 502D FOUNDATION PLAN 503D MAIN FLOOR FRAMING 503D MAIN FLOOR FRAMING 504D UPPER FLOOR FRAMING 505D ROOF FRAMING SOG STRUCTURAL DETAILS 507 STRUCTURAL DETAILS S08 STRUCTURAL DETAILS 509 STRUCTURAL DETAILS CITY OF EDMONDS NOTES COMMUNITY NAME: BRACKETT's RESERVE LOT #: 7 ADDRESS: 23902 gIST PLACE W EDMONDS WA 98026 FIRE SPRINKEES 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 IS' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION t ITEMS DESIGNER t BUILDER PACIFIC RIDGE > ONES JASON ATKIN ARCHITECTURAL PLANS $ PERMIT COORDINATOR jwatkin@pacificridgehomes.com 17921 BOTHELL-EVERETT HIGHWAY SUITE 100 BOTHELL WA 98012 PHONE: (425) 438-8444 STRUCTURAL ENGINEER BTL ENGINEERING 19011 WOODINVILLE SNOHOMISH ROAD NE SUITE 100 WOODINVILLE WA 98072 PHONE: (425) 814-8448 REVISION REV # DATE 2018 IRC t WSEC UPDATES 0.00 12/01/2022 BUILDING PERMIT SUBMITTAL COMPLETENESS CHECK 1.00 02/01/2023 z co Q W LL O v O U Q � — RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COPYRIGHT NOTICE: THIS PLAN 15 OWNED BY PACIFIC RIDGE HOMES. PLAN 15 PROHIBITED USE OF THIS BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL OR BASEMENT 50. FT.: 204 MAIN LEVEL S0. FT.: 1377 UPPER LEVEL 50. FT.: 1383 TOTAL AREA 50. FT.: 2964 GARAGE AREA 50. FT.: 662 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: I/11 = 11-011 SHEET CONTENTS COVER SPEET Al ELEVATION NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 3. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING 4 COUNTER FLASHING @ ALL ROOF PENETRATIONS, CHIMNEYS 4 SKYLIGHTS. 4. PROVIDE CONTINUOUS GUTTERS t DOWNSPOUTS @ ALL EAVES, TYP. 5. PROVIDE HEADER FLASHING @ ALL DOORS, WINDOWS t SHUTTERS PER DETAIL 6. ALL PAPER AND TAPE TO LAP FROM TOP DOWN 7. HOLD ALL SIDING MATERIAL I2" OFF ROOF 8. HOLD ALL SIDING MATERIAL 6" OFF FINISHED GRADE q. SOFFIT ALL FLAT AREAS w/ 021' OVERHANG @ HORIZ. EDGES 10. METAL FLASHING @ ALL HORIZ. TRIM * SIDING BREAKS 11. RUN 2ND LAYER OF TAR PAPER VERT. @ INTERIOR t 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 VOR SIDE t GABLE END t 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 [Y" 21. GUTTERS TO LAP UNDER DRIP EDGE @ EAVES. HOLD I2" 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 IS' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION t ITEMS SIDING SIDE OF HOUSE 2x4 INSET CORNER TRIM FRONT / BACK OF HOUSE E� TYP CORNER TRIM WRAP TOP OF WALL FRAMING WITH SELF ADHESIVE MEMBRANE BEVELED Ix7 CAP T/ RAILING jeh lx2 TRIM CONTINUOUS DEL TOP PLATE STOP SHEATHING I" BELOW PLATE TO CREATE AIR GAP D WALL CONTRUCTION UARD WALL I5 A FRAMED d FSHEATHED 2x6 WALL. DETAIL 9/508 mS THE CONNECTIONS REO'D ST THE 200 LB POINT LOAD BEAM PER STRUCT. T.O. BEAM @ F.F. WRAP TOP OF COLUMN FRAMING w/ SELF ADHESIVE MEMBRANE SIDING I° SIDE OF HOUSE FRONT OF � x 2 INSET CORNER TRIM HOUSE E� TYP CORNER TRIM SCALE: 2011 OF GARAGE 2x6 MATERIAL WITH 4 BLOCK BEVEL CUT. `r o $ FURR OUT 1 Y" FOR STONE VENEER �12 � ADDRESS NUMBERS BLOCK SCALE I I 0 GALV MTL CAP NOTE: FLASHING • FLASH PARAPET TO WALL CONNECTION PER W21/11A • PROVIDE METAL FLASH'G AT ALL HORIZONTAL TRIMS 2x3 FURRING COR-A-VENT 5400 STRIP VENT 26 @ 16" - O.0 GUARD WALL PER - q/SOS 5/44 CEDAR —DECKING PER PLAN DOOR PER PLAN- GALV T FLASHING- 2" MIN FROM TOP OF LEDGER TO LAG SCREW, TYP. ALL ENDS �-� 2x8 PT DECK HANGER PER PLAN JOIST (-2" F.F.)----_o THE LANDING OR FLOOR ON THE EXT. SIDE SHALL NOT BE MORE THAN 7 %" BELOW THE TOP OF THE DOOR'S THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR EXT. FLOOR (IRC R311.3.1) SELF ADHESIVE MEMBRANE PAN FLASHING NAIL ON FLEXIBLE FLASHING 18" FLOOR TRUSS--. \— PT LEDGERS PER PLAN. LEDGER INSTALLED BEFORE SIDING w/ BUILDING PAPER BEHIND IT w/ 1 8" EXPOSED ON ALL 4 SIDES SECTION: HOOD DECK - 1D1 ELEV. SCALE: N.T.S. # FIR OUT I Y" 10" # FIR OUT I Y" 7Y8n FOR STONE VENEER 5 21I FOR STONE VENEER HOLE " 3%" 0 HOLE - BEVEL �_� 5 11 o CUT BEVEL CUT W BEVEL CUT TYP. BLOCK: HOSEBIB TYP. BLOCK: EXT. TYP. BLOCK: TANKLESS LIGHT FIXTURE HW NEATER VENT HOUSE CORNER PROVIDE BLDG PAPER BEYOND SEPARATION BTWN METAL FLASHING HOUSE AND ROOF 7\FRAMING, 6(MIN ROOFING - CAULK EYOND EXPOSED NAILS w/ ROOFING TAR ROOFING 6° ROOFING FELT TYP. NOSE BIB BLOCK, EXT. LIGHT FIXTURE BLOCK, t TANKLESS NN NEATER VENT BLOCK SCALE: 1/2"=1'-0" E15 RAKE FLASHING DETAIL SCALE: I" = 1'-0" 5/4x KEYSTONE ROOFING PER SPEC RAKE FLASH'G AS REQUIRED 1x4 TRIM q0° 1/2" ROOF j 5/48 BARGE BOARD SHEATHING 2x6 SPF SUB -BARGE FLAT OUTRIGGER @ 24"oc Lu GABLE END HARDIE SMOOTH LAP L" TRUSS SIDING w/ 4" REVEAL Lu `,\ GALV MTL FLASHING 26 SLOPED SILL sk WITH DRIP EDGE 26 BAND SIDING PER PLAN BARGE/ KEYSTONE/ PEDIMENT [DETAIL SCALE: 3/4" = I'-0" FLASHING BEHIND TRIM. EXTEND UNDER ADJACENT FINISH AS REQUIRED SIDING PER ELEV. SIDING PER ELEV 2x WHITE WOOD PER PLAN SHEATHING SIDING TO SIDING VERTI= CAL TRANSIT ON E34.1 SCALE: 3' Ix FRIEZE PER ELEVATION NOTE: ALL EXPOSED FASTENERS TO BE SEA[ t CAULK EXPOSED NAILS WITH ROOFING TAR SIDING PER PLAN ROOF TO WALL FLASHING ROOFING —J ROOFING FELTS .ED E24 LOWER ROOF @ WALL SHEATHING SIDING PER ELEV. GALV. METAL FLASHING 2x WHITE WOOD PER PLAN FLASHING BEHIND - I TRIM. EXTEND UNDER ADJACENT FINISH AS I REQUIRED. I I SIDING PER ELEV. SIDING TO SIDING PORIZONTAL TRANSITION E34.2 SCALE: 3" = 1'-011 MAX. BLDG HT = 4g0.15' RIDGE = 48q.6' L, m E21 ® ® 4:12 � A SEE SHEET SP-01 SHEET 2 FOR 12 BUILDING HEIGHT CALCULATIONS. 4 AVERAGE ORIGINAL GRADE CALLED OUT IS 465.15 34. UPPER PLATE TYP W6 -MQS A2C A10 WDW HORS @ 5.5" / 4" REVEAL UPPER FLOOR HARDIE SMOOTH LAP SIDING W7 E1.1 12" / 10.75" A10 A2C REVEAL HARDIE co ao TYP LLL CEDARMILL LAP s SIDING El .I WS 3`�• A2C TYP AIO A2C A2C w UPPER FLOOR HARDIE-PANEL SMOOTH VERTICAL SIDING w/ o HARDIE-TRIM co BATTENS, 24" O.C. TYP. WHER SHOWN RAILING / GUARDRAIL DESIGN 4 DETAILS (P, �uuu FRONT ELEVATLN: D' ELEV, miv RAISED \WDN NDRS @ HEEL MAIN FLOOR 12" / 10.75" REVEAL HARDIE SMOOTH Lo LAP SIDING, TYP. __ w- WHERE SHOWN ' PLATE @ ENTRY AVG. EXIST. GRADE = 462.66' MAIN FLOOR LOWER PLATE m� 5.511 / 4" REVEAL HARDIE WDW NDRS @ CEDARMILL LAP LOWER FLOOR SIDING `~ HARDIE-PANEL SMOOTH VERTICAL cc SIDING W/ s HARDIE-TRIM BATTENS, 12 O.C. LOWER FLOOR LOWER FLOOR J 454.37' Z (SLAB -ON -GRADE) V FINISH GRADE c SE GRADE = 452.7' UPPER PLATE o 0 N WDW NDRS @ UPPER FLOOR 1 co co UPPER FLOOR m� MAIN PLATE WDW NDRS @ MAIN FLOOR r MAIN FLOOR m� LOWER PLATE WDW NDRS @ LOWER FLOOR co co 0 N 0 m m 0 Lo N LLI LLI RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 SG. FT.: 204 MAIN LEVEL SG. FT.: 1377 UPPER LEVEL 50. FT.: 1383 TOTAL AREA S0. FT.: 2964 GARAGE AREA S0. FT.: 662 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: )I" = 11-011 SNEET CONTENTS: FRONT t SIDE ELEVATIONS 'C' ELEVATION A2C QJ 4:12 HEAT PUMP ELECTRICAL HB W/ BLOCKING (TYP) wnnK I JR REAR ELEVATION: 'G' ELEV. ELEVATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS t CONDITIONS PRIOR TO CONSTRUCTION. 2. CAULK ALL EXTERIOR JOINTS t PENETRATIONS. 3. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING t COUNTER FLASHING @ ALL ROOF PENETRATIONS, CHIMNEYS 4 SKYLIGHTS. 4. PROVIDE CONTINUOUS GUTTERS 4 DOWNSPOUTS @ ALL EAVES, TYP. S. PROVIDE HEADER FLASHING @ ALL DOORS, WINDOWS t SHUTTERS PER DETAIL 6. ALL PAPER AND TAPE TO LAP FROM TOP DOWN 7. HOLD ALL SIDING MATERIAL 1Y2" OFF ROOF 8. HOLD ALL SIDING MATERIAL 6" OFF FINISHED GRADE 9. SOFFIT ALL FLAT AREAS w/ tY" OVERHANG @ HORIZ. EDGES 10. METAL FLASHING @ ALL HORIZ. TRIM t SIDING BREAKS 11. RUN 2ND LAYER OF TAR PAPER VERT. @ INTERIOR t 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 t GABLE END t GARAGE FRESH AIR VENTS TO BE LOUVERED 14. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT 7'-0 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 12" 21. GUTTERS TO LAP UNDER DRIP EDGE @ EAVES. HOLD �V2" 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 IS' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION 4 ITEMS 1 UPPER PLATE UPPER FLOOR co co zo UPPER FLOOR MAIN PLATE MAIN FLOOR MAIN FLOOR FINISH GRADE o SE GRADE �. T Im UPPER PLATE WDW NDRS @ UPPER FLOOR �o UPPER FLOOR MAIN PLATE WDW NDRS @ MAIN FLOOR MAIN FLOOR LOWER PLATE WDW NDRS @ LOWER FLOOR co FINISH GRADE SE GRADE UPPER PLATE WDW NDRS @ UPPER FLOOR aD do UPPER FLOOR MAIN PLATE WDW NDRS @ MAIN FLOOR _1 MAIN FLOOR LOWER PLATE WDW NDRS @ LOWER FLOOR �o FINISH GRADE C4; SE GRADE SECTION A -A: 'D' ELEV.- SCALE: 1/4" = I'-0" _B /E u Lu C LLA C C RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COPYRIGHT NOTICE: THIS PLAN 15 OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN 15 PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL OR BASEMENT SQ. FT.: 204 MAIN LEVEL SQ. FT.: 1377 UPPER LEVEL SQ. FT.: 1383 TOTAL AREA 50. FT.: 2964 GARAGE AREA SQ. FT.: 662 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: ydll = 11-011 SHEET CONTENTS REAR t SIDE ELEVATIONS 'C' ELEVATION A3C FLOOR PLAN NOTES 1. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS $ CONDITIONS PRIOR TO CONSTRUCTION. WINDOWS t DOORS: 2. ALL EXTERIOR WINDOW 4 DOOR HEADERS TO BE INSULATED w/ R-10 INSULATION. 3. WINDOWS * DOORS ARE SHOWN 4 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 24 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. Cl. 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 0/8" THICK 20-MINUTE FIRE -RATED DOOR 12. PER R311.3.1: THE LANDING OR FLOOR ON THE EXTERIOR SIDE OF ALL EXTERIOR DOOR; EXCEPT THE FRONT DOOR SHALL BE NOT MORE THAN 7-3/4" BELOW THE TOP OF THE S OLD ROVID D E 0 G 13. ALL BI-FOLD 4 BI-PASS DOORS TO BE CENTERED, U.N.D. FRAMING: 14. VERIFY FIREPLACE STYLE 4 LOCATION w/ SUPERVISOR PRIOR TO CONST. 15. FRAMERS TO INSTALL ALL WINDOWS t INTERIOR COLUMNS 16. TOWEL RING BLK'G @ 57" A.F.F. 17. TOWEL BAR BLK'G @ 48" A.F.F. t BLOCK BOTH BAYS. 18. 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 7'4" 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 HAVE 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(I). 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 1.0 SONES OR LESS, AND SHALL HAVE 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 110V, INTERCONNECTED, Lu/ BATTERY BACKUP t 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. ER3141 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 ER3141 25. GARAGE NOTE: WRAP ALL WARM WALLS AND SUPPORTING MEMBERS WITH 1/2" G.W.B. t 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. N01' TE: REFER TO STAMPED 'S' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION t ITEMS DOOR t JAMBS �H CAULK BACK OF THRESHOLD TO WRAP NERVASTRAL NERVESTRAL UP JAMB 6" t ALL SEAMS (2) %" BEADS OF CAULK UNDER NERVESTRAL, (1) Its WRAP EDGE @SIDES OF JAMB THRESHOLD w/ ADD'L NERVASTRAL NERVASTRAL OR EQ Dq T�IRES�IOLD DETAIL SCALE: I-1/2 = 1 -0 CENTER TRIM E LANDING ON FRONT DOOR / OPERABLE SIDE OF SLIDER EQ. EQ. ol SGD PER PLAN OPERABLE FIXED PANEL PANEL LINE OF __________ NERVESTRAL __________ I 2x6 HEARTWOOD CEDAR TRIM BEHIND I I EQ. ALL SIDES, CAULK/SEAL EQ. EQ. BOTTOM OF I I 3'x3' LANDING TYP. SIDING I POUR AGAINST I NERVASTRAL FRONT PORCH 0 PATIO V-6" LANDING TYP. BACK PATIO's SHOULD ALWAYS Q. @ BACK PATIO'S Q, BE POURED IN THE DIRECTION OF THE FIXED SIDE OF THE 5.G.D. WHENEVER POSSIBLE 24 HEARTWOOD CEDAR TRIM DOOR LANDING PER PLAN. POUR THRESHOLD AGAINST NERVESTRAL 24 HEARTWOOD CEDAR -- - -- L�/I TRIM w/ FLASHING @ NERVESTRAL I HOUSE INTERSECTION, .-LANDING PER PLAN _ WHERE OCCURS ("MiN. 3'x3', TYP.) -4: OF STEPS TBD BY I � I LINE OF NERVESTRAL MUD SILL --/SITE COND!l ONS I I CONC. WALL SLAB ON GRADE III -III-III SEE D38 FOR FRONT DOOR AND FRONT PORCH DETAIL EXT. LANDING DETAIL @ SLIDING GGLASSDOOR/ TYP W SCALE: N.T.S. ADD R-21 26 FRAMED WALL INSULATION PER PLAN AT WALL 26 P.T. PLATE VARIABLE HEIGHT LK SLAB -ON -GRADE STEM WALL (SEE PLAN FOR PER PLAN F HEIGHT/STEP x x x- LOCATION) FOAM R-10 INSULATION PER PLAN ALT FOOTING STEM WALL SAND OR GRAVEL COMPACTED CONSTRUCTION SUBGRADE 6 MIL V.B. Lo INSULATED BASEMENT WALL � SCALE: I/2"=1' in CN N p Am" FOR UTILITY LAYOUT, SEE W5/11A o 1 STONE VENEER @ 'C' ELEV ONLY LCWER FLOOR PLAN: 'D' ELEV. y ^_1 c>3 u 7) co STONE VENEER @ 'C' ELEV ONLY LCWER FLOOR PLAN: 'D' ELEV. y ^_1 c>3 u 7) co Lu RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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: 204 MAIN LEVEL SQ. FT.: 1377 UPPER LEVEL SQ. FT: 1383 TOTAL AREA 2g64 GARAGE AREA SO. FT.: 662 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: y'I = 1'-0" SHEET CONTENTS LOWER FLOOR PLAN '4 FLOOR PLAN NOTES I. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS t CONDITIONS PRIOR TO CONSTRUCTION. WINDOWS $ DOORS: 2. ALL EXTERIOR WINDOW t DOOR HEADERS TO BE INSULATED w/ R-10 INSULATION. 3. WINDOWS t DOORS ARE SHOWN t 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 26 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. Cl. 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 t BI-PASS DOORS TO BE CENTERED, U.N.O. FRAMING: 14. VERIFY FIREPLACE STYLE t LOCATION w/ SUPERVISOR PRIOR TO CONST. 15. FRAMERS TO INSTALL ALL WINDOWS t INTERIOR COLUMNS 16. TOWEL RING BLK'G @ 57" A.F.F. 17. TOWEL BAR BLK'G @ 48" A.F.F. t 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 HAVE 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 1.0 SONES OR LESS, AND SHALL HAVE 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 t 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. ER3141 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 ER3141 25. GARAGE NOTE: WRAP ALL WARM WALLS AND SUPPORTING MEMBERS WITH 1/2" G.W.B. t 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 IS' SWEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION t ITEMS DOOR t JAMB CAULK BACK OF THRESHOLD TO NERVESTRAL * ALL SEAMS WRAP NERVASTRAL UP JAMB 6" (2) Y8" BEADS OF CAULK UNDER NERVESTRAL, (1) WRAP EDGE t @SIDES OF JAMB THRESHOLD w/ ADD'L NERVASTRAL NERVASTRAL OR EQ Dq TPRESPOLD DETAIL SCALE: 1-1/2 = 11-011 EQ. `, EQ. FRONT DOORIPER PLAN FRONT POf CH SLAB ELEVATION 4' -0" 2x8 PLATE @ Dq DOOR THRESHOLD 5 RAISED WALL (2)2x4's TO BE RIPPED TO "6" REMOVED PRIOR 2x W.W. TO FRONT %" SUB -FLOOR TOE KICK STEP/WALK BEING I -JOIST @ DOOR POURED PER PLAN 11 BLDG PAPER 7ZA ` BTWN JOIST END 4 CONC. ---- _ _ PLATE 4 STEM WALL BEYOND -1 FRONT FRONT PORCH T.O. RAISED RAISED PORCH SLAB. SLOPE STEM STEM WALL TO STEM Y" PER LIN. WALL $ T.O. FRONT PORCH SECTION WALL $ FT. MAX. STEM WALL = 7" 1 FRONT PORC�I EXT. DETAI L D38 LINE OF NERVESTRAL BEHIND BOTTOM OF SIDING CENTER TRIM E LANDING ON FRONT DOOR / OPERABLE SIDE OF SLIDER EQ. EQ. 5GD PER PLAN OPERABLE! PANEL I ---------- l----------I EQ. EQ. I I FRONT PORCH 0 PATIO Q. 3'-6" LANDING TYP. @ BACK PATIO'S EQ. FIXED PANEL 24 HEARTWOOD CEDAR TRIM, EQ. ALL SIDES, CAULK/SEAL ol 3'x3' LANDING TYP. POUR AGAINST NERVASTRAL BACK PATIO's SHOULD ALWAYS BE POURED IN THE DIRECTION OF THE FIXED SIDE OF THE S.G.D. WHENEVER POSSIBLE 24 HEARTWOOD CEDAR TRIM DOOR LANDING PER PLAN. POUR THRESHOLD AGAINST NERVESTRAL 2x6 HEARTWOOD CEDAR -- �I - - - - TRIM w/ FLASHING @ NERVESTRAL L__�______ HOUSE INTERSECTION, -LANDING PER PLAN WHERE OCCURS a ('MIN. 3'6', TYP.) 4 OF STEPS TBp BY LINE OF NERVESTRAL MUD SILL SITE COND!T IONS CONC, WALL SLAB ON GRADE,' lam-P III SEE D38 FOR FRONT DOOR AND FRONT PORCH DETAIL EXT. LANDING DETAIL @ SLIDING GLASS DOOR/ TYP SCALE: N.T.S. �IAN FLOOR FLAN: 'Dl ELEV. SCALE: 1/4" = 1'-0" C.. AVs W u '! µ LLI RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COPYRIGHT NOTICE: THIS PLAN 15 OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN 15 PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL OR BASEMENT 50. FT.: 204 MAIN LEVEL SO. FT.: 1377 UPPER LEVEL SO. FT.: 1383 TOTAL AREA 50. FT.: 2964 GARAGE AREA 50. FT.: 662 NEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: Y'I = 1'-011 MAIN FLOOR PLAN /45 FLOOR PLAN NOTES I. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS t CONDITIONS PRIOR TO CONSTRUCTION. WINDOWS t DOORS: 2. ALL EXTERIOR WINDOW t DOOR HEADERS TO BE INSULATED w/ R-10 INSULATION. 3. WINDOWS 4 DOORS ARE SHOWN t 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 26 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 13/8" 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 t BI-PASS DOORS TO BE CENTERED, U.N.O. FRAMING: 14. VERIFY FIREPLACE STYLE 4 LOCATION w/ SUPERVISOR PRIOR TO CONST. 15. FRAMERS TO INSTALL ALL WINDOWS t INTERIOR COLUMNS 16. TOWEL RING BLK'G @ 57" A.F.F. 17. TOWEL BAR BLK'G @ 48" A.F.F. t 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 7'4' 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 HAVE 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 1.0 SONES OR LESS, AND SHALL NAVE 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 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 110V, INTERCONNECTED, w/ BATTERY BACKUP t CENTRALLY LOCATED IN EACH HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE INSTALLED WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24 ll. 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 IS' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION ITEMS 16n A A OF SOAP NICHE, SHOWER CONTROL t SHOWER PAN PEX TUBING, TYP. SHOWER CONTROLS 16"x24"x6" DEEP T;- SOAP NICHE l BUTT NICHE TILE INTO FIELD TILE TOP t SIDES - - 2411 SECTION A -A BUTT FIELD (ZOOMED IN @ NICHE) TILE INTO IT BOTTOM OF --- IT NICHE TILE (3) LAYERS I" POLY -ISO RIGID APPROX. STUD INSULATION, EXT. LAYOUT WALLS ONLY _ SHOWER DOOR - co LID FIELD TILE � �4" 11 SHOWER PAN II i' SECTION A -A 2x6 or 2x4 2x8 WALL (@ EXTERIOR WALL) WALL PER PLAN BACK WALL OF SHOWER, TYP. '/�7_ S� ON ER SOAP NIC IE SCALE: NITS GROUT t SEAL, TYP. SHOWER GLASS t yll FRAME SLOPED TILE CAP � 2 2" DRYWALL CERAMIC TILE 12% S.A.M. SURROUND BITUTNENE CID 06 a OR EQUIV. 3 2x4 STACKED $; BLOCKING AT o SHOWER PAN SHOWER CURB. a (SOAKER TUB AT HALF SIM.) WALL, FRAME LIKE HALF - WALL. SUB FLOOR TILED SPONER CURB (4LF NALL SIM. SCALE: 3" = 1'-0" DOUBLE RIM OR PROVIDE SPLICE ADD FLAT 2x4 THROUGH 5u I JOIST @ 5' O.C. /4 x6 STT HR5416Z. ATTACH TO 2x AND TO STAIR RIM y xa 2 2 SECTION THRU WALL CAP HALF NALL FRAMING CAP DETA I L SCALE 1/2"=1-011' - PROVIDE MIN. 30" HEADROOM CLEARANCE. - TRUSSES MUST BE INSTALLED @ 24" O.C. ATTIC ACCESS SHEATHING ON OUTSIDE OF TRUSS MEMBERS 5/4 TRIMS GWB ATTIC OR SIM. ACCESS LID D3q ATT I C ACCESS DETAIL I L SCALE: I/2" PER PLAN A IIN I F-NIVN VNALL) LO 1 0 o=m6 N No� 1 �n 36' -011 ol ck2 161_2 1/ I 8'-112° 5'-011 5'-10" 3'-l0y" 8'-011 41_411 lo FREESTANDING TUB. SIZE PER SPEC. (PROVIDE TEMP. LIMITING VALVE 5040 XO 8046 XOX PER 2018 UPC 40q.4) SG, 065 (EGRESS) R ® o ® T 2x4 SOFFIT -� 48" VANITY O 48" VANITY - TPN_ 11 A5 r` 2x8 WALL 2 BATH 1 HS w/ SOAP 6'5x1q'1 CPT 2468 NICHE= 2868 Q ACTIVE v BEDROOM 1 I �- � I co ISI" � 1519x16'2 3 5'247 51247LID 3 - '----W/S(I) ---- --- W/S(I) EQ. EQ. W/S(I) 4/0 BI-FOLD SD v 7'-0j 5'-74n 6 ° m 10 " V-711 21-64" 21-63" 4 0 1 v o� w BEDROOM 2 w 1115x13'1 NALL BATH 34"x60" 5'X13' 1 TUB/ SHONE 2 c TB 2x WA SD L2668 2668 60" VANITY Q c ----------------- 2668 4/0 EQ.BI -FO D EQ. SD O 5'-g211 INSTALL 18"x6" TRANSFER GRILL ABOVE DOOR (MIN. 100 SQUARE INCHES) BEDROOM 3 11'6x1311 I _n SD/CO �� i3 3 i Q � I I I I I I I I I I I I I I CPT 2668 MECH. LO I CLOSET F. .U. 1 L---- INSTALL 18"x6" TRANSFER GRILL ABOVE DOOR MIN. 100 40"H GWB 2x6 HALF WALL SQUARE INCHES) (ALL SPEC LEVELS) 71_W211 C = v I 16T 15T 14T N) i � I I UTILITY 6111x714 0 I_ WNF '(7, iF m N1 11 LOFT - - ox s 1114x13'1IQ NQ I IT 12T 13T I 7'-4" 71-W11 17R, 16T �_ n 41-111 ��11Qj 4T (LANDING) i 12T IIT IC T 9T BT 7T 6T 5T 38" HALF WALL PER SPEC 8026 P I C 2646 EGRESS PiC 8046 XOX 0 o Lu m Z LL �o P RAPET NALL C NTRUCTIO , DESIGN t DETAILS 31-011 81-011 31-01' 21-0/4" 21-61' 21-A411 14'-1011 141-011 7'-211 36'-011 10 UFFER FLOOR FIAN: C' ELEV. SCALE: 1/4" = 1'-0" 0 m v - O = � v ' s v � 0 v n co Lu RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COPYRIGHT NOTICE: T14I5 PLAN 15 OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN 15 PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL OR BASEMENT 5Q. PT: 204 MAIN LEVEL 50. FT.: 1377 UPPER LEVEL SQ. FT: 1383 TOTAL AREA 59. FT.: 2"164 GARAGE AREA SO. FT.: 662 NEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: Y11 = 1'-0" SHEET CONTENTS: UPPER FLOOR PLAN FOUNDATION NOTES: 1. 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 4 400 SQUARE FEET OR LESS. 5. CONTRACTOR TO VERIFY LOCATION OF KNOCK -OUTS FOR STORM, SEWER, WATER # DRAINAGE. 6. 18" MIN. CRAWL SPACE CLEARANCE TO BOT. OF FLOOR JOISTS. 12" MINIMUM CRAWL SPACE CLEARANCE TO BOT. OF BEAMS. 7. COVER BOTTOM OF CRAWL SPACE w/ 6 MIL BLACK VAPOR BARRIER. LAP JOINTS 12" 8. EXCAVATOR TO INSTALL (2) 24s FOR BLOCKING BETWEEN DOWNSPOUT LOCATION 4 FNDN STEM WALL BEFORE INSTALLING DOWNSPOUT TO TIGHTLINE CONNECTOR PIPE TO ENSURE PROPER CLEARANCE FOR FLATWORK, SIDING MATERIAL, STONE VENEER. ATTIC NOTES: 1. VENTED BIRD BLOCKING AND GABLE END VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR LESS FROM THE PROPERTY LINE OR WHEN THE EAVE OR OVERHANG IS LESS THAN 5 FT FROM THE PROPERTY LINE. NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION t ITEMS ROOF VENTILATION D ELEV - UPPER ROOF STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY ATTIC AREA: 1,486.0 VENTILATION REQUIRED: 713 SQ IN (1sf PER 300sf OF ATTIC AREA) PROVIDE 50-60% OF REQ'D VENTILATION WITHIN T OF EAVES & 40-50% WITHIN T 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: 54.5 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: 201.5 SQ IN AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA. VENTILATION REQ'D / AREA PER VENT: 3.10 # ROOF JACKS PROVIDED: 4 ROOF JACK VENT'G PROVIDED: 200 SQ IN TOTAL LOWER VENTILATION PROVIDED: 401.5 SQ IN (53.4%) 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: 5.71 # ROOF JACKS PROVIDED: 7 TOTAL UPPER VENTILATION PROVIDED: 350.0 SQ IN (46.6%) TOTAL VENTILATION AREA PROVIDED: 751.5 SQ IN ROOF c EAVE VENTS4- ROOF P7CNES: IDI ELEV. ROOF VENTILATION CD ELEV - FRONT LOWER ROOF STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY ATTIC AREA: 158.0 VENTILATION REQUIRED: 76 SQ IN (1sf PER 300sf OF ATTIC AREA) PROVIDE 50-60% OF REQ'D VENTILATION WITHIN T OF EAVES & 40-50% WITHIN T 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: 3.5 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: 12.9 SQ IN AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA. VENTILATION REQ'D / AREA PER VENT: 0.50 # ROOF JACKS PROVIDED: 1 ROOF JACK VENT'G PROVIDED_ 50 SQ IN TOTAL LOWER VENTILATION PROVIDED: 62.9 SQ IN (55.7%) 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: 0.61 # ROOF JACKS PROVIDED: 1 TOTAL UPPER VENTILATION PROVIDED: 50.0 SQ IN (44.3%) TOTAL VENTILATION AREA PROVIDED: 112.9 SQ IN CRAWL SPACE VENTILATION CRAWL SPACE AREA: 612.0 SQ FT VENTILATION REQUIRED: 293.8 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: 4.00 # OF VENTS REQUIRED: 4 7" x 14" VENTS PROVIDED: 6 7" x 14" FOUNDATION VENTS VENT AREA PROVIDED: 441 SQ IN or- SYMBOLS $ LEGEND 0 SMOKE DETECTOR BIRD BLOCK OR SMOKE/CO2 DETECTOR " SOFFIT VENT LOCATION �H NEAT DETECTOR/ALARM AF50 ROOF "JACK" AIR VENT. lo" (w/ CUT-OUT SIZE 4 SHAPE) _ _ - - OR 5° ' BATH FAN t BATH FAN VENT FLOOR ABOVE O5 (w/ CUT-OUT SIZE 4 SHAPE) FLOOR BELOW WHOLE HOUSE FAN VENT SAFETY (w/ CUT-OUT SIZE t SHAPE) FURNACE VENT ROOF SAFETY ANCHOR F7 (w/ CUT-OUT SIZE *SHAPE ANCHOR 0 P.T. 2x2 NAILER FOR GARAGE WRAP t SIDING ATTACHMENT ELEVATION PLAN VIEW GARAGE WRAP t SIDING NA LER's M �-7 TALL GARAGE P ERS SCALE: 3/4" = 1'-0" C R WL S CE VE qT, TY LINE OF DRAFT STOPPING AT FLOOR TRUSSES CRAWL SPACE 18" MINIMUM CRAWL SPACE. 12" MINIMUM UNDER BEAMS. 6 MIL BLACK POLYETHYLENE GROUND COVER. LAP JOINTS 12" R-30 INSULATION BTWN. JOISTS. BUCK -OUT WHEN WALL LENGTH IS LONGER THAN 6' P.T. 2x2 NAILER FOR I GARAGE WRAP (CORNER t SIDING C ATTACHMENT ONDITION) 1 PLAN VIEW AREA OF RAISED STEM RAISED STEM WALL WALL: S D NG NA LER D 2 SCALE: 3/41 ll 1 FLOOR TRUSS F - f1FR TO DESIGN TRUSSES FOR --- - BLOCKING �� i �I12'-I141I I �I I� I� I� SLAB ON GRADE 4" THICK CONCRETE SLAB SLOPE TO DOOR 4" PER SLAB ON GRADE: I�i IILj 4" THICK CONCRETE EEySLLAB o/ ------AIL^I=v1-- _--- AREA OF RAISED PIER. AREA 0 jAEET 'RAISED PIER. I I II PROVIDE 2" R-10 EPS RIGID '337 SEE SHEET 502 FOR SEE 502 FOR D37 INSULATION BELOW ENTIRE 6 DIN's 4 STRUCTURAL. DIN's (STRUCTURAL. A6 I SLAB. TURN UP AND BEVEL INSULATION AT SLAB EDGES r I APPLY FSK PAPER AT � EXT. RIM OF GARAGE � I� II II II II co CO LLA LLA RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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: 204 MAIN LEVEL SQ. FT.: 1377 UPPER LEVEL SQ. FT: 1383 TOTAL AREA 59. FT.: 2g64 GARAGE AREA SO. FT.: 662 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION, SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: y'I = 1'-0" SHEET CONTENTS: DOWNSPOUTS, VENTING, PLUMBING DRAIN(S): 'Cl ELEVATION LONER ROOF FLANI UPPER FLOOR CRAWL SPACE VENTS, DOINNSPOUTS, fIAlN FL. - PLU�15NG DRAN LOCA7ONS:C ELEV. ' _ FLUNBNG DRAN(S):'C ELEV. RAILING / GUARDRAIL DESIGN t DETAILS UPPER FLOOR ELECTRICAL PLAN - (ALL ELEVis SIr.j ELECTRICAL PLAN NOTES: 1. SMOKE DETECTORS TO BE 110V, INTERCONNECTED, W/ BATTERY BACKUP t 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. $ IONIZATION SMOKE ALARMS WITH AN ALARM -SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. $ PHOTO ELECTRIC SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 6 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE (IRC R314) S. PER IRC M1507.3.2.: A LABEL SHALL BE AFFIXED TO THE 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 RAILING / GUARDRAIL DESIGN t DETAILS 5TACKED DATA (TDP) JACK t SMURF TUBE ACCESS BLANK PLATE e 6 6 6 new FLOOR ELECTRICAL PLAN SCALE: Y4' = 1'-0' (ALL ELEV's SI ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION j SINGLE POLE SWITCH RECESSED CEILING MOUNTED LIGHT FIXTURE TDP COMBINATION RG6 w/ (2) CAT5E CEILING MOUNTED LIGHT FIXTURE D/P COMBINATION JACK WITH (2) CAT5E PENDANT LIGHT FIXTURE 1 TELEPHONE JACK MULTI -WAY SWITCH IIOV DUPLEX CONVENIENCE OUTLET P IIOV DUPLEX CONV. OUTLET W/ GFI (GROUND FAULT INTERRUPTER) WALL MOUNTED LIGHT FIXTURE (INT. E EXT.) TM SMURF TUBE OR EQUIVALENT 220v or 240v OUTLET (PER EQUIP. SPEC) FLUORESCENT FIXTURE (OR SIM.) -Q HOME AUTOMATION CONTROLS wP o IIOV DUPLEX OUTLET (WEATHER PROOF) � PORCELAIN KEYLESS LIGHT FIXTURE A/C PRE -A/C OR HEAT PUMP EXT. HOOK-UP (1) IIOV OUTLET 4 (2) USB OUTLETS Q IIOV SMOKE DETECTOR, W/ BATTERY BACKUP DOOR BELL BLANK PLATE COMBO CO2 t SMOKE DETECTOR FLAT PANEL PRE -WIRE 0EwT IIOV DUPLEX CONVENIENCE OUTLET FOR HOT WATER TANK •H HEAT DETECTOR / ALARM SURROUND SOUND SPEAKER 0 HALF HOT IIOV DUPLEX CONVENIENCE OUTLET RECESSED CEILING MOUNTED FAN, V.T.O. (DODO GARAGE DOOR OPENER IIOV DUPLEX CONVENIENCE OUTLET *MF WHOLE HOUSE FAN CENTER ALL LIGHT FIXTURES ON VANITY SINK(S). • LIGHT FIXTURES OVER VANITIES TO BE 82"-86" F.F. REFER TO CABINET LAYOUTS FOR KITCHEN APPLIANCE AND VANITY CENTERLINE LOCATIONS. (DDw IIOV DISHWASHER OUTLET TM MINI -SPLIT WHOLE HOUSE FAN TIMER CONTROL (DD 220V CLOTHES DRYER OUTLET WALL MOUNTED HEATING E COOLING UNIT (MINI -SPLIT) ELECTRICAL CEILING NEATER (CADET OR SIM.) Ow CLOTHES WASHER OUTLET ELEC• CLG• HEATER I-T❑ 3& 1 220v OUTLET FOR ELECTRIC CAR CHARGER THERMOSTAT POWER "WHIP" +86" HOOD +78" RANGE +18" FOR UTILITY LAYOUT, SEE W5/IIA u RAILING / GUARDRAIL DESIGN t DETAILS LOWER FL SCALE: 741' = 11-011 PLAN (ALL ELEV's SIM � co !"! � RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COPYRIGHT NOTICE: THIS PLAN 15 OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN 15 PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL OR BASEMENT 50. FT.: 204 MAIN LEVEL SQ. FT.: 1377 UPPER LEVEL SQ. FT.: 1383 TOTAL AREA 2g64 GARAGE AREA 50. FT.: 662 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: Y" = 11_011 SHEET CONTENTS: ELECTRICAL PLANS AB - COMPOSITION ROOFING: - TRUSSES ARE STAMPED BY 15# FELT o/ 7/16" OSB MANUFACTURERS ENGINEER SHEATHING o/ ROOF LICENSED IN WASHINGTON 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" 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 26 STUDS @ 16" O.C. TYP. R21 BATT INSULATION. (2) LAYERS #7 ATCO FELT BARRIER OR HOUSE WRAP 7/16 O.S.B. 26 BOTTOM PLATE NAIL PER SW SCH 3/4" TtG FLOORING NAIL AND GLUE 2x10 @ RIM AND BLOCKING all R-21 FOIL FACED INSULATION, CLASS I OR II FLOOR JOISTS PER PLAN Y" 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 26 STUDS @ 16" O.C. TYP R21 BATT INSULATION. (2) LAYERS #7 ATCO FELT BARRIER OR HOUSE WRAP 7/16 O.S.B. 26 BOTTOM PLATE NAIL PER SW SCH RIM PER PLAN ANCHOR BOLTS t SPACING PER SW SCHEDULE R38 INSULATION 26 PRESSURE TREATED MUD SILL 6 MIL BLACK POLYETHYLENE GROUND COVER. LAP JOINTS 12" INSULATION BAFFEL EXTEND 12" ABOVE INSULATION WITH 1 1/2" AIR SPACE %xG FASCIA- (TYP) 5" CONT. GUTTER 6" MIN. TO SOIL II II II II II II II II II II II II II II II II \ II II II II II II II II II \ II II II II II II II II II �� II II II II II II II II II \ II II II II II II II OPEN TO ABOVE „ II II II � II II II II II II \ II I II II \\ II II II \ II II II II I \� II II II II I \ II II II II �— 2x10 \ \ BACKING \ (TYP) \ \ -- —� 3 Lu II \ II II �4 PLYWOOD Q II \Ili II \\ a \\ ° \\ n \\ \\ a \ ° \ \ Z \, \ \ NAND RAIL @ \ O 0 \ co 34"-38" \ \ ABOVE NOSE \ \ OF TREAD CONNECT \ STRINGERS ° TO RIM w/ \ LS50 TYP ° \ loll MIN. LINE OF CURB WHEN AT STAIRS \ \ TREAD EPTN RAILING OPT CHOSEN ADJACENT EXTERIOR ° x I-- WALLS, CONNECT \ \ STRINGER TO 26 0 L STUDS w/ G" SDS ° SCREWS AT EACH \ STUD WHERE POSSIBLE, TYP h ° NOTE: ALL STAIR CONSTRUCTION, \ ACCESSIBLE SPACE CLEARANCES AND HANDRAIL \ UNDER STAIRS TO LOCATIONS PER IRC SECTION 312. 0\ BE 2" MIN GWB ° lx4 STRONG BACK °I 0 NOTE: CHECK w/ CONTRACTOR FOR UPGRADE OPTIONS CURB TO BE 5" FROM NOSING PONER OUTLET PLASMA PRE -WIRE OUTLET (IN) SMURF TUBE (1)LAYER 1/211 OSB o/ (1) 3/411 LAYER OF - PLYNOOD. PAINTED BLACK N/ TEXTURE BLANK PLATE w/ COAX AND SMURF TUBE 110V DUPLEX OUTLET PONER C PLASMA OUTLET SMURF I (1)LAYEF (1) 3/411 PLYNOOI BLACK V BLANK >_ w/ COAX SMURF I 110V DUF OUTLET 70" MIN. F REPLACE ELEV. STONE SCALE: N.T.S. 7011 MIN. m INSTALL 110V DUPLEXI OUTLET BEHIND UNIT IN UPPER RIGHT CORNER I R�PLAC� ELEV. � T LE UNIT IN UPPER RIGHT CORNER V � LLLL 7%" MAX RISER HEIGHT. SCALE: N.T.S. TO" MIN TREAD DEPTH PROVIDE DRAFT STOPPING (GWB w/ I y" NOSE (%" MIN., MAX RADIUS %6") OR DENS GLASS) AT BACK FACE STAIRS: OF FIREPLACE CAVITY ><—(3) 2x12" STAIR 1 JACKS EA. 2x4 THRUST BLOCK i 2x4 FRAMING ABOVE FIREPLACE 11 Y" MIN. , 45Y2" R.O. 51-911 11 %" MIN. ELECTRIC FIREPLACE INSERT "SIMPLIFIRE SF-ALL43-BK" 2x4 FIREPLACE NALL FRAMING ?x6 R.O., ALL SIDES 2x4 FIREPLACE NALL FRAMING A -A FRAI I NG SECT ON SCALE: N.T.S. 2x4 FIREPLACE NALL FRAMING ?x6 R.O., ALL SIDES 2x4 FIREPLACE NALL FRAMING A -a FRAI I NG SECT ON SCALE: N.T.S. NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION 4 ITEMS co Lu Lu RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COPYRIGHT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN 15 PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL OR BASEMENT S0. FT: 204 MAIN LEVEL 50. FT.: 1377 UPPER LEVEL S0. FT: 1383 TOTAL AREA 50. FT.: 2g64 GARAGE AREA SO. FT.: 662 NEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: y" SHEET CONTENTS ARCNI7ECTURAL DETAILS TYP. EXTERIOR NALL SECTION SCALE: N.T.S. TYP STAIR SECTION SCALE: N.T.S. F REPLACE PLAN V EN SCALE: N.T.S. NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING SLIDING GLASS DOOR FOR ALL STRUCTURAL INFORMATION t ITEMS SELF ADHESIVE PER PLAN MEMBRANE PAN SLIDING GLASS DOOR EXTEND MIN. 6" UP JAMB FLASHING NAIL FLANGE _ eD NAIL ON FLEXIBLE GALV 'Z' FLASHING NERVASTRAL TO EXTEND 2" PAST THE INTERIOR FLASHING 2 MIN FROM TOP OF OF THE DOOR • -� \ HEADER / \ HEADER / H °fy FLOOR JOIST LEDGER TO LAG SCREW STUD PER PLAN 5/44 CEDAR DECKING ROUGH ROUGH �+ PER PLAN WATER -RESISTIVE >00 OPENING OPENING r BARRIER I = 1 0- 2x PT JOIST PER PLAN I JAMB \ JAMB \ HANGER PER PLAN JOINT FLASHING / SILL \ / SILL \ a INSTALL PLANKS IN MODERATE PENETRATION I 611 RIM JOIST PT LEDGER PER PLAN CONTACT BUILDING PAPER SHEATHING PER PLAN 1211 SILL FLASHING INSTALLED BEHIND SIDING PER LEDGER AND PAN SIDING PER PLAN PLAN BUILDING PAPER TO EXTEND _ FLASHING. LAP LEDGER INSTALLED BEFORE SIDING _ MIN. 12" BEYOND ALL EDGES STEP I STEP 2 OVER HOUSE WRAP " EXTEND 12" BEYOND OPENING `�' OF THE PENETRATION ATTACH SILL STRIP OF q" WIDE MOISTOP OR EQ. q. " WIDE MOISTOP OR EQ. ° w/ BUILDING PAPER BEHIND IT w/ 8 ( ) FLASHING MATERIAL ATTACH JAMB STRIPS OF � ( ) EXPOSED ON ALL 4 SIDES WITH THE TOP EDGE EVEN WITH THE TOP OF THE ROUGH SILL. FLASHING MATERIAL WITH INSIDE EDGE EVEN NITP THE JAMB LU • EXTEND THIS STRIP AT LEAST 12" BEYOND THE EDGE OF THE ROUGH OF THE ROUGH OPENING. EXTERIOR DOOR FLAS�IING PENETRATION PROTECTION OPENING. • START JAMB STRIPS 2" BELOW SILL STRIP AND EXTEND DECK LEDGER DETAIL I I SIDING BUTT JOINT FLASP I NG • ATTACH FLASHING MATERIAL WITH CORROSION -RESISTANT STAPLES. ABOVE LOWER EDGE OF HEADER. W22 W SCALE: N.T.S. V v SCALE: N.T.S. V v SCALE: N.T.S. II I' 11 N.T.S. U I! CENTER TRIM t LANDING ON FRONT DOOR / OPERABLE CONT. BEAD OF SIDE OF SLIDER HEAD SEALANT 110, EQ. EQ. FLASHING UNDER NAIL FIN SGD PER PLAN 2" 2" OPERABLE! FIXED PANEL I PANEL CUT AWAY WINDOW EXCESS WINDOW LINE OF __________ __________ NERVESTRAL I 2x6 HEARTWOOD CEDAR TRIM, FRAME OR I BLDG. PAPER FRAME OR BEHIND ; I EQ. ALL SIDES CAULK/SEAL SIMILAR @ OPENING SIMILAR 5-0 TO NOSE BIB E. £ EQ. OPENING OPENING 10 3'-0 TO BOTTDINOM OF i I POUR LANDING *NOTE: SEAL ALL — J C.L. OF I ; �����` I NERVASTRAL EXPOSED FASTENERS BUILDING -- BUILDING PAPER PRONTO I FRONT PORCH 0 PATIO PAPER TYP. BEND ELECTRICAL 3'-6" LANDING TYP. SHEATHING PER PLAN BACK PATIO's SHOULD ALWAYS LINE OF BUILDING PAPER TYP. METER MAIN Q. @ BACK PATIO's �' BE POURED THE IN THE DIRECTIO THEN INSULATION BLDG PAPER NAIL FLANGE UNDER SILL STRIP ® PRONTO BEND S.G.D. WHENEVER POSSIBLE PER PLAN APPROVED FLASHING FRONT 2x6 HEARTWOOD CEDAR TRIM ,� STEP 3 STEP 4 INSTALLED ON DOOR (0.19 x 10 ROLL) APPLY THE NEXT COURSE OF BUILDING PAPER (BUTTING TO THE co CORNER EXT. OF HOUSE THRESHOLD LANDING PER PLAN. POUR • APPLY A 3/8" CONTINUOUS BEAD OF CAULK TO THE BACK OF THE FRAME • OF HOUSE AGAINST NERVESTRAL 2x I HEARTWOOD CEDAR SIDING PER PLAN 1-1/2" GAP NAILING FLANGE AT ALL SIDES OF THE WINDOW FRAME OPENING) OVER THE JAMB FLASHING MATERIAL. 30# FELT PAPER --------------- TRIM w/ FLASHING @ -� • AT GARAGE HOSE 1 !i HOUSE INTERSECTION BTWN ROOF AND SIDING PLACE AND SECURE FRAME INTO ROUGH OPENING WITH FLANGES OVER THE APPLY SUCCEEDING LAYERS OF BUILDING PAPER IN SHINGLE BIBB NERVESTRAL L__�INSTALLED JAMB AND SILL t JAMB MOISTOP OR EQ. FLASHING MATERIAL. BOARD FASHION UP THE WALL LAPPING COURSES A MINIMUM OF STARTER STRIP --LANDING PEP PLAN � I WHERE OCCURS ( ) � INSTALL ('MIN. 3'X3', TYF.) �;' _ �/i ROOF SHINGLES • NAIL WINDOWS PER WINDOW MANUFACTURER'S SPECIFICATIONS 1/2 PAPER WIDTH. Fl - OF Sl'Er'S iBD BY I I LINE OF NERVESTRAL • STARTING FROM THE BASE OF THE WALL APPLY BUILDING PAPER UNDER GROUNDING FLASHING MUD SILL SI T E COND!i!ONS I 30# FELT TO EXTEND UP �� ROD 12" FROM _� I WALL 12" MIN. THE SILL STRIP AND CUT ANY EXCESS BUILDING PAPER THAT MAY EXTEND SLAB ON GRADE ABOVE THE SILL AND BETWEEN THE JAMBS OF THE OPENING. FORPRONTO BEND GUTTER PER CONC. WALL •ADD FORTIFLASH STICK FLASHING @BOTH SIDES OF WINDOW �J AND MOISTOP. o/ FLASHING „ SEE FRONT FOR FRONT DOOR • APPLY SLOPED 28 GA.. 2" BACK PREFINISHED METAL FLASHING TO OPENING. FORq MOISTOP PLAN ROOF TRUSS �� I I —III —III —III —III —III —III —III —III AND FRONT PORCH DETAIL •APPLY 6 FORTIFLASH OVER TOP HEAD FLANGE OF WINDOW. EXTEND PAST AND MOISTOP. TURN „ ROOF SHEATHING PER PLAN ALL SIDES 1" ONTO PANEL FASCIA PER PLAN EXT. LANDING DETAIL ROOF TRUSS JAMB FLASHING 2" ALL SIDES � CORNERS.9f � II II FLASHING FLAS�IING DETAIL SAVE SLIDING GLASS DOOR, TYP ROOF TO WALL FLAS�IING STANDARD FLAS�IING MATERIAL APPLICATION AT OPENINGS 11 11 2x2 TRIM @PERIMETER TYP. I I I.I I, I I, OPENING FOR ELEC. 60 MIN. BLDG V V SCALE: N.T.S. y� 2 SCALE: N.T.S. V SCALE: N.T.S. V V O SCALE: N.T.S. METER BOX, FIREPLACE PAPER BEHIND DIRECT VENT, RANGE VENT METER MAIN DRYER VENT, ETC. SEALANT WINDOW FRAME INSULATION 7/16" PLYWD. SHEATHING � — SEE DETAIL 410 FOR MOISTOP INSTALL INSTRUCTIONS SILL ASSEMBLY 3/8" BEAD CAULK (WHERE OCCURS) 6" FORTIFLASH 0/ FLASHING PER SPEC RES U B ELECTRIC METER $ POSE BIB TRMAP R ELEVATION � 1� GYP. BD. ND. FRAME WALL SIDING PER PLAN LOCATION(NO GAS METER) ETER (WHERE APPLICABLE) INSULATION PER PLAN BUILDING PAPER May 08 2023 W r (WHERE OCCURS) CITY M E T ONDS SERVICES ✓J1 TRIMMER I R-10 INSULATION MOISTOP (SEE DETAIL WI10 DEVELOPMENT SERVICES SCALE: N.T.S. MOISTOP SEE DETAIL DEPARTMENT GYP. BD. ( KING STUD ND. FRAME WALL ALLI HDR'DR, TYP @ FOR INSTALL) COPYRIGHT NOTICE: THIS W10 FOR INSTALL) MIN. 1/4 GAP BTWN SIDING SEALANT I I I PER PLAN GYP. BD. �� AND FLASHING PLANRIDG1 OWNED UBY PACIFIC SE OF THIS OVERLAP MIN. 18" EXT WALL PER FORTIFLASH ON ALL MOISTOP (SEE PLAN IS PROHIBITED BY LAW PLAN SIDES OF WINDOW / FLASHING TURN DOWN WITHOUT PAYMENT OF DETAIL WIO 7/16" PLYWD. SHEATHING HEADER PER PLAN / 1/4" AT EACH END LICENSE FEE TO PACIFIC SIDING PER PLAN FOR INSTALL) i VV RIDGE HOMES. INSULATION WINDOW FRAME TRIM PER ELEVATION BLDG. PAPER TYP. (WHERE OCCURS) BLDG. PAPER BLDG. PAPER (SEE ELEV. FOR (WHERE APPLICABLE) � �� SEALANT WINDOW H7 PLAN SUMMARY 10 -6 70 NOSE BIB SIDING PER PLAN 7/16" PLYWD. SHEATHING SIDING PER PLAN ) 1 SEALANT LOWER LEVEL OR �E'� so. FT` SEALANT 204 8'-6" TO C.L. 2x2 PRIMED TRIM (W EREEAPPLICAB �) FORTIFLASH ON ALL WINDOW FRAME OF PRONTO BEND SIDES OF WINDOW MAIN LEVEL 50. FT.: 3'-6" 3'-0" W� SIDING / INSIDE CORNER W8 WINDOW SILL C@ WOOD FRAME WALL W7 WIN��lOAMB DETAIL W� WINDOW IEAD DETAIL 1377 EDGE 70 EDGE 70 EDGE EDGE UPPER LEVEL sa. Fr: SCALE: N.T.S. SCALE: N.T.S. SCALE:.T.SSCALE: N.T.S. 1383 METER MAIN � TOTAL AREA SO. FT.: FRONT ® PRONTO BEND r� ' 2g64 CORNER INSTALLED ON ,� STUDS @ 16"oc (NO POSTS/ GARAGE AREA SO. FT.: OF HOUSE EXT. OF HOUSE LAP SIDING, U.NO. (HOLD 1-1/2 , r 662 x 3 LAG SCREW SIDING PER PLAN A7 GARAGE HOSE s „ OFF ADJOINING ROOF) r,'ri r POINT LOADS ABOVE VENTS) HEAT SOURCE: /s , , rig '� BIBB METAL FLASHINGT ELECTRIC r r _ o GAS POSITIVELY ATTACHED (MAY BE STEPPED) , r� EQ. EQ. BOTTOM SILL PLATE ARCHITECTURAL PLANS COORDINATOR: _ METER INSTALL TO WALL STUDS. LAG GROUNDING SCREW TO PENETRATE BUILDING PAPER ON r' 3/4" Tt SUBFLOORzp7JWA oL] _ ROD 12" FROM -_ STUDS 1" MIN., TYP. @ SHEATHING (SIDING CUT i i i i FLASHING ENGINEER: PRONTO BEND I/3 AND 2/3 H7 OF AWAY FOR CLARITY) ; `V�_E = i-i 7-1/2"x15-1/2" CEDAR RIM BTL ENGINEERING FORTIFLASH o/ FLASHING HWT. ATTACH w/ I %a' I I I I PROVIDE LOUVERED VENTS SEE REVISION LOG q" MOISTOP METAL RAIN DIVERTER THE / o i i i i VENTS w/ GALV SCREEN - REvlsl°N' AND MOISTOP. TURN x 16 GA. STRAP MIN FORTIFLASH 1" ONTO PANEL, PURPOSE IS H SHED THE @ FRONT ELEVATIONS WATER OFF THE ROOF AND �. GENERAL SCALE U.N.O. I-0 II ALL SIDES t CORNERS. 2/3 HT OF HW7 o IP SCALE: IV = 1 FLASHING KEEP IT AWAY FROM THE ERFSPEC.GLES RIM PER PLAN U 2x2 TRIM @ PERIMETER �� TYP. VERTICAL WALL BENEATH). P.T. MUD SILL a sHEETcoNTENrs: OPENING FOR ELEC. 60 MIN. BLDG 1/3 HT OF NWT FASCIA PER PLAN w/ 30# ROOF FELT CONCRETE FOUNDATION WATER METER BOX FIREPLACE PAPER BEHIND GUTTER „ �#DO NOT INSTALL VENTS R# INTRUSION DIRECT VENT RANGE VENT METER MAIN 7/16 OSB ROOF () CLOSER THAN 3' TO GAS METEDETAILS DRYER VENT ETC. SHEATHING **BUILDING PAPER SHOULD BE INSTALLED OVER FLASHING* NOTE: PER WSEC R402.2.7: WHEN FOUNDATION VENTS ARE NOT PLACED SO THAT THE TOP SWEET NUMBER. SEE DETAIL 410 FOR MOISTOP INSTALL INSTRUCTIONS OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION, A PERMANENTLY *NOTE: SEAL ALL ATTACHED BAFFLE SHALL BE INSTALLED AT AN ANGLE OF 30° FROM HORIZONTAL, TO ELECTRIC $ GAS METER, NOSE NOTE: USE 3 STRAPS ON 75 GALLON AND GREATER SIZES EXPOSED FASTENERS DIVERT AIR FLOW BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. BIB CLEARANCES LOCATIONS I.I WAYTER NEATER (�IWT) STRAPS DETAIL ROOF/WALL INTERSECTION IAI FOUNDATION VENT W5 SCALE: N.T.S. V V SCALE: N.T.S. W2 SCALE: N.T.S. V v SCALE: N.T.S. Project Information Messages / Results " PLAN NAME: WINDOM C. WINDOM D PLAN SERIES: GLACIER Review required for custom entries: - Doors CITY OF E DMONDS UA Reduction = 54.26, Proposed UA is better than baseline by 11 % UA-reduction meets selected Option 1.3 Contact Information JASON ATKIN ARCHITECTURAL PLANS COORDINATOR PACIFIC RIDGE HOMES Whole House Mechanical Ventilation Airflow Rate: 187.5 CFM with Run Time Percent of 50%, Unbalanced, Distributed watkin acificrid ehomes com ' Results assume your inputs are complete and correct. Results do not constitute an approval. Analysis should be reviewed by your AHJ. ANALYSIS SETUP What code compliance pathway are you using? Prescriptive Path Compliance with Option 1 (xeferred Project Building Type? New Construction Occupancy Type? R3 Single family homes and duplexes Code Version? WSEC 2018 Classification: Medium Dwelling Unit -- 2964 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 = FlaWaulted 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 60 0.500 0 0.0 0.300 449 1346 0.027 1,480 400 0.056 2.885 161 6 0.029 700 20.3 0,540 204 110.2 0.042 0 0.0 0.570 0 00 Proposed Design U Area UA 0.300 20 6.0 0 0.0 0.280 449 125,6 0.027 1,480 400 0,054 2,885 155.8 0,025 7001 17 5 0.360 204 73.4 0 0.0 0 0.0 Baseline UA Total 472.5 Proposed UA Total 418.3 Required Credits 601 Proposed Credits 6.0 from Tables 406.2 and 406.3 UA Percent Reduction 11 Soto UA Reduction 54.3 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 i stem No. Full Description Select System Type Credits 406.2 Energy Credits 406.3 406.2 & 406.? For an initial heating system using a heat purnp 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 configured to provide both heating and cooling and are rated in accordance with AHRI 550/590. Heat pump with electric resistance or fossil -fuel supplemental heat requires Heat Pump, air-to-air or air to water 1 0 50 6.0 D2are 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 O do No. Category Select Options Credits Brief Description of Selected Options* 1 Efficient Building Envelope Option 1.3 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 9e te(1 0.0 3 High Efficiency HVAC option 3.5 1.5 Heat Pump: Air Source with min HSPF of 11 4 High Efficiency HVAC Distribution System 2 1.0 Ducts/distribution system in conditioned space per R403.3.7 5 1 Efficient Water Heating led 00 5 2-5 Efficient Water Heating )ption 5.5 2 NEEA Tier 3 heat pump water heater 6 Renewable Electric Energy kWh No ed 0 0 7 Appliance Package Not Selected 0 0 Ener y Credits 5.0 *Refer to WSEC 2018 Table R406.3 for comp to option descripbons and requirements TABLIE us. FuE Iff. s>L . Ate» CREDFTS Sy tem Description Primary ling Source IF Credits All Other Group R 2 2 FOr aril lri"mall sue,. tiffm al beat pun- r ! 1-9 0 drat meet& the gquipme n t ■ listed) in Tbbl' or OMM32M ar ;Ai, I VMT. r gat pump ors coniigur>edI t;D provide brts heatimglBn cm :and are Tail in accordani w-#t A HRI _ T _ ■ TALE 4 EMER lam' CRE011llrS CREOiFM ■_ OPTION DESCRIPTION N COlerr I Group) W2 i_EFFIvEwJBU1LD11,1G Y11VELOPE1.OPTIONS, ON only fiord terns iA through iL7 may. be selected in Ws lcatagmy ; vlrigtl tPr conductii- . UA bagis demonstmtedl using) aadmi lUli _iA Total UA alternative~ where ; ail -(Pr" LF mpet Ulk)]-.- the required %UA reductibn Pisrwk, complFance is beawd on Table FU402 :" wM Mm IbIR lwingl 11S HTA ■ drTrclfeniestration ji7ns�. ; . a U = OL28 lb ie 1�'l G perimeter and under rentire slab gr;a�deslhb l-10 perimeter and underrr entimslhb mpiiaTf basgdl amSt%ift?r Fl`,402_1L47- ltedtrce the Total canductiVe UA 3., HIGff CiENCN HVAC EQUiPAfENif' OPTIONS ne d3p$dRr from lterris CHI 3Prraugjr a6 may be -selected in psis cam. - ir-sour)) e~, cerdmliy dkided heat pumplwM rr hirnuml HSPF of 11_OL 1-15 r1i T- 1 To quaTifV bin d&irn )fries cmdf„ bLiid"ing peffrutd�mi sham apecW the ■ rn isr selacted and shall specW ff m heating equip merit type and ibe i[IIf�mmrT1I] rit amdency :■ THERMAL ENVELOPE DETAILS - Proposed Design Conditioned Floor Area, Proposed Design 2.964 sq It Classification Medium Dwelling Unit Notes Exterior Doors Plan Component Door Width Hei ht ID Description Ref. U Qt. Feet Inch Feet Inch Area UA Exempt Code Baseline. U=0.30 0,30 1 2 6 " 18 5.3 FRONT Fiberglass with 10% glazing CUSt0r11 030 1 6 " 20 6.0 0 0.0 0 0.0 0 0.0 0 00 0 00 0 0.0 0 0.0 0 0.0 0 00 Sum of Area and UA (excluding exempt door) 20 6.0 Exterior Doors Area Weighted U 0.300 Overhead Glazing Plan ID Component Description Ref. Glazing U Qt. Width Hei ht Area UA Feet mcn Feet ncn Sum of Area and UA 1 0.0 0 Overhead Glazing Area Weighted U Vertical Glazing Schedule Rows to Show 21 Plan ID Component Description Ref. Glazing U Qt. Width Hei ht Area UA Feet 1oc1, Feet Inch Exempt - - - 1 FOYER U=0.28 (Options 1a, 1.3. 1.7 Table 406 2 0.28 2 2 0 5 20.0 5.60 2 BED 4 U=0.28 (Options la, 1.3, 1.7) Table 406.2 0.28 1 8 ° 5 0 40.0 11 20 3 DOOR U=0.28 (Options 1a, 1. 3, 1.7) Table 406 21 0.28 1 21 8 6 3 178 498 4 STAIR U=0.28 (Options 1a, 1.3, 1.7 Table 406.2 0.28 1 4 0 51 ° 20.0 5.60 5 DINING U=0.28 (Options 1a, 1.3, 1.7) Table 406.2 0.28 1 6 ° 4 0 240 6.72 6 KITCHEN U=0.28 (Options 1a, 1.3, 1.7) Table 406.2 0.28 1 4 ° 3 6 14.0 3.92 7 SGD U=0.28 (Options la, 1.3, 1.7) Table 406.2 0.28 1 6 ° 6 70 41.0 11.48 8 LIVING U=0.28 (Options la, 1.3. 1.7) Table 406 2 0.28 1 8 ° 5 01 40.0 11.20 9 LIVING U=0.28 (Options la, 1.3. 1.7 Table 406 2 0.28 1 2 2 ° 2 0 8.0 2.24 10 3/4 BATH U=0.28 (Options la, 1.3. 1.7 Table 406 2 0,28 1 2 6 3 6 8.8 2.45 11 BED 3 U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 8 ° 4 6 36.0 10,08 12 UTILITY U=0.28 (Options 1a, 1.3, 1.7 Table 406 2 0.28 1 2 6 4 6 11 3 3.15 13 STAIR U=0.28 O tions 1a, 1.3, 1.7 Table 406.2 0.28 3 2 6 41 6 33.8 9.45 14 STAIR U=0.28 (Options 1a, 1.3, 1.7 Table 406.2 0,28 1 4 ° 5 0 200 5.60 15 LOFT U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 7 ° 4 0 28.0 7.84 16 BED 1 U=0.28 (Options la, 1.3. 1.7 Table 406.2 0.28 2 2 ° 2 0 8.0 2.24 17 BED 1 U=0.28 (Options 1a, 1.3, 1.7 Table 406.2 0.28 1 8 ° 4 6 36.0 10.08 18 BATH 1 U=0.28 (Options 1a, 1.3 1.7 Table 406.2 0.28 1 5 °1 4 0 20.0 5.60 19 BATH 1 U=0.28 (Options 1a 1.3 1.7 Table 406.21 0.28 1 2 ° 3 0 6.0 1.68 20 BED 2 U=0.28 (Options 1a, 1.3 1.7 Table 406 21 0,28 1 1 4 ° 4 0 16.0 4.48 21 1 1 1 1 1 - - Sum of Area and UA 448.51 125.6 Vertical Glazing Area Weighted U 1 0.280 Vertical Glazing and Doors Area Weighted U 1 0.281 FlaWaulted Ceilings Plan ID Component Description Ref. Attic U Area UA UPPER R49 blown Attic STD baffled Code Baseline, Option 1.1-1.4 10-7 0 027 1.396 37.7 MAIN R49 blown Attic STD baffled Code Baseline, Option 1.1-1.4 10-7 0 027 84 2.3 Sum of Area and UA 1 1,4801 40.0 LeqiaRi�dIl}7��Y ffdhm regafSe tion 1Z�3,7 ocatingsystercomponentsii coiidFtirosedil cravidspazsissnot pennit edl olden 010ML i Electric resistanicaheat andl ductlms heat pump, are not permultiedl under, ffft diptio. Dikect combustim heating eguipmen�wl�i AFUE less than 90% is not perrmrfedl lnderrthW- opffm L To quaft to cWw n lift credit, , the ba'Id ft :penny( dt�wint�ssaban spedaN ffm option being seAlected and shall specft the heating egpiprment type and shall show the locafeni aitheheating and cooling egaipmerrt arid) all) O d cltllifork _p. E F FII EENif WATT HEATING OPTIONS d7rr1Y dNFe Op dirr ftm items 52 Nnuugb SATnay be selected iri $die cala Berm 5. i Rlaybin combined) wM any ■ ■ �. '.N ter, heating system,shalt) inirralkift ilsmmYthe tollevirirr� 2-0 py ectne heatpumwaterheater maefiM lheshindaillele lbr%IDI � A 1 advarncedl Waterheabn9 sPeCTfca` Dnl Sir F& P Ck=W&Ta aftcYc heat meetit g if stamdarde 1Fdur'Trer m � I�IEEA,'� wed waterrheabrrgl �a�� �rtalu supply d1climesft bAivat rta all . If to war heateris serving more IFrartl c &mMiM unk all Imt water suplAy arldl m-cirmlaticin piofrigl Mail bs lrnsulaledl wr$tl l' Z rrS'ir5'>tn0rnl pme mulAtom Te quaW to claim) Ift cre(W #w tmildIM permit draiiMfts shall ; q*n n beietg selected and shall specify the Waterrheaterr egiapmerd type; and tho riilrfimunli equipmerd effiden y- ; NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION * ITEMS Walls Above Grade Plan ID Component Description Ref. Wall U Net Area UA R21 cavil +RO foam INT 2X6W La Code Baseline 10-5 0 054 2 885 156 Sum of Area and UA i 2,885 156 Floor over crawl or exterior Plan ID Component Description Ref. Floor U Area UA R38 vented Joist 16oc (Options la-1c, 1.3-1.5 10-3 0 025 100 18 Sum of Area and UA 700 18 Slab on Grade less than 2 feet belowgrade) Plan ID Component Description Ref. Slab F Slab Perim FP R10 Fully insulated (Options la-1c. 1.3-1.5 10-2 0 360 204 73 Sum c, Perimeter and FP1 4 73 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 UAI 0 O-Oli 01 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% Unbalanced Distributed Verify system meets definition of'Distributed Whole -House Ventilation' IRC, Chapter 15 188 CFM HVAC Thermal Distribution System Download RS-33 (2018) htt ://www.ener wsu edu/Documents/Duct%20Testinq%2OStandards%2C Is this a hydronic heating system? No Location of Ducts Conditioned Space Location of Air Handler Conditioned Space Is Duct Testing Required? No Option 4 Z A maximurn of 10 feet of return ducts and 5 feet of supply ducts are allowed to be located outside of the building thermal envelope, B insulated and sealed per R403.3.7 Show Heating System Sizin ? 1 , Heating System Sizing - Proposed Design Try Out BetterBuiltNW's HVAC Sizing Tool: httr)s://betterbuiltnw.com/resources/hvac-sizing-tool Nearest Weather Station Indoor Design Temperature Outdoor Design Temperature Design Temperature Difference (AT) Conditioned Floor Area, Proposed Design Conditioned Volume Leave blank to use default of 8 5 It telling height HVAC System Type Location of HVAC Distribution System Sum of UA, including exempt door and window Envelope Heat Load Sum o1 UA X 1T Air Leakage Heat Load ((Volume X 0 6) X 1T) 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 70 F 24 F 46 F 2.964 ft2 25,194 113 lHeat Pump Conditioned Space 424 19.486 Btu / Hour 12.516 Btu / Hour 32,002 Btu / Hour 32.002 Btu / Hour 40,003 Btu / Hour TABLE M1505.4.3(1) 2018 WSEC WHOLE HOUSE MECNANICAL VENTILATION AIRFLOW RATE VENTILATION NOTES AND STANDARDS: (VENTILATION RATES IN TABLE ARE MINIMUM OUTDOOR AIRFLOW RATES MEASURED IN CFM) 1 WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY A CENTRAL EXHAUST FAN IN ACCORDANCE WITH M1505.4.1.1. W N DON 2. 3. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY. WHOLE HOUSE FAN CFM RATE BASED ON TABLE M1505.4.3(1). HOUSE NAME: EXAMPLE: 70 CFM FOR 4 BDRM 2600 SF HOME, AND THEN INCREASE 70 CFN 1.5 = 105 CFM BY FACTOR OF 1.5 PER TABLE M1505.4.3(2) TO ACCOUNT FOR WHOLE HOUSE FAN CFM CALL: x s NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM. 4. WHOLE HOUSE FAN SHALL BE 1.0 SONES OR LESS, AND SHALL NAVE TABLE M1505,4.3(1) AN EFFICACY OF 2.8 CFM / WATT PER WSEC R403.6.1. WH1OLE-HOUSIw PACCHANICAL VENTiLATION AIRrLOWII RATE 5. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE Numltyerof WINDOWS PER STATE CODE INTERPRETATION 17-15. Dwelling unit 0-1 2 3 1 ; 0 s or mc,r" 6. LOCAL EXHAUST FAN RATES ARE AS FOLLOWS: KITCHEN - 100 CFM INTERMITTENT. BATHROOMS/TOILET RMS - 50 CFM INTERMITTENT. Ftovr Arta (equara fast) ALt1111 w in elm 7. HEATING DUCTS ARE NOT ALLOWED TO DISPLACE REQUIRED < 540 30 30 35 45 50 501 • 1.0D0 30 35 40 50 55 4-0Q1 • t,5a0 3a 40 45 55 60 1.501 - 2,01a0 35 45 50 60 85 40 50 55 70 2.51011 •3 090 45 55 60 7111 75 3401 - 3.5m 50 60 6S 75 130 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. CI. THE BUILDING'S THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQ'MNTS OF 3,501-40W 55 Es 70 s0 Ills SECTIONS R402.4.1-R402.4.4. AIR LEAKAGE RATES TO NOT EXCEED 4,001-4,5olo 60 1 74 75 85 90 5.0 A.C.N. (R402.4.1.2) Sol 75 so es 10. ENERGY CODE COMPLIANCE CHART WITHIN 3' OF ELECTRICAL PANEL. 11. A PROGRAMMABLE THERMOSTAT IS REQUIRED. M1SOS-4.3.1 V■nrflatiun quality adjualtnent. The rnnlinum whole house ventllatiun rate from Sedicc 12. A MINIMUM OF 75% OF ALL LIGHTING MUST BE NIGH EFFICIENCY r30b_4.3 omu m adjusted tq the system mettlebnt to mein hA15G5_4_3[2) bared an ili system lype nol moulting the definition of a ba&ncad*hole house venfiilafFon systern anckr not meeting the clefiriftni of a dizOlUged Oofe house veiVilsibn syslern, TABLE M151}5.4_3{2} SYSTEM COCFFICIE1+1f Csrswmll Syslern Type nistribtrled Net Dhorlksuted B alancOd 1.0 1-2.` Mot halanced 1-25 1 VENTILATION SCHEDULE I NUTONE OR EOUIV 1.0 SONES CFM RATE PER CALC. 2 NUTONE OR EQUIV 1.5 SORES NOTES: # USE 100 CFM MIN. FAN AT KITCHEN # USE 50 CFM MIN. FANS AT ALL OTHER LOCATIONS EXC. WHF # ALL FANS VENT TO OUTSIDE (V.T.O.) co RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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.: 204 MAIN LEVEL SQ. FT.: 1377 UPPER LEVEL 59. FT.: 1383 TOTAL AREA 59. FT.: 2"164 GARAGE AREA 50. FT.: 662 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: I/11 = 11_011 SHEET CONTENTS: 2018 WSEC CREDIT OPTIONS it CALC'S All GENERAL STRUCTURAL NOTES: CRITERIA: 1.1 All Materials, workmanship, design, and construction shall conform to the drawings, specifications, and the International Building Code (IBC), 2018 Edition 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-lbs 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, Kt 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, SIDS Spectral Response Coeff., 1-Sec, Sol 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, notify the Structural Engineer for possible foundation redesign. Footings shall bear on firm, undisturbed earth at least 18" below adjacent finished grade. Unless otherwise noted, footings shall be centered below columns or walls above. Backfill behind all retaining walls with free draining, granular fill and provide for subsurface drainage. 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 (fc) 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 Al064/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 T-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) %11 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 Fb,1 Fbx- FclX 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 Fcl 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 25-psf Top Chord Wind Load (Uplift) 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 (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 Bolts ASTM A307 ASTM B 695, Class 55 Galvanized ANSI/AWC NDS-2018 Section 12.1.3 or Stainless Steel Hole = Bolt 0 + (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 0 + 0/32" 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 0; Shank Hole = Shank 0 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 12.1.6 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 "0 x 3X" Sheathing Nails 8d Common 0.131"0 x 2%2" C _o w N � r 5C) to m W y Z o r Z �N W " w- VZ ❑ o � rr w u� LL T = > Q w r� V O a _ J a ww __ o� �m n i6 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 Co W 2304.10.1 or ICC ES ESR-1539. Coordinate the size and location of all openings with Mechanical and Architectural Drawings. 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 7 L 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 beams shall be nailed to each other with framing 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 O UJ edges shall have approved tongue -and -groove joints. Toenail blocking to supports with framing nails @ 12"oc. At blocked floor and roof diaphragms, provide flat 2x blocking at all unframed panel edges and nail with edge nailing specified. Z Q 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. 3: U 7.2 Structural Observation in accordance with IBC Section 1704.6 is not required. RESUB May 08 2023 W U) 0 CITY OF EDMONDS DEVELOPMENT SERVICES O DEPARTMENT O J Z 0 Q LL J O W� Z � z W O (D U F U Z) 0 U) U) CO w o F- N C) N N N w Sol 9 S07 2 S08 GIRDER END TRUSS — (3-PLY MIN) - DOUG-FIR LUMBER REQ'D AT END FOR HUCQ HGR WALL SHTG CONT. THRU CORNER CANT. PER 13/S07 (H=4'-6") vo �36 (3) 2x8 w/HUC26-3 EA. END SLAB -ON -GRADE PER S02 8 S07 8 d < < S07 4 9 ` S07 d 10 S08 ilrl►, ADJUST SPACING AS REQ'D FOR PLUMBING, TYP. (SEE A7 FOR PLUMBING DROP DIMENSIONS) 18" OPEN WEB FLOOR TRUSSES @ 24"oc, TYP. 11 6%4x18 GLB (F) U GIRDER END TRUSS (3-PLY MIN) - DOUG-FIR LUMBER REQ'D AT END FOR HUCQ HGR 6x6 POST UNDER HIGH GLB TO- BOTT. PLATE, (5)2x6 TRIMMER UNDER 5Y2 x12 GLB HDR 5Y2 I1I2 GLB IHDR +/- 3'-6" LONG 20 VERTICAL HTS30C - 19 S08 GIRDER TOBM/ HDR 7 c (EXTEND TO CO (EXTEND HUCQ412-SDS (5200# LOAD) 3%x18 GLB y RIM +/-10'-0" P2-3 PER 3Y2x18 GLB (F) 1 5 PT 2x8 '\� \ OP 13/S07 (H=4 -6 ) @ 16"oc �,560 TREATED 5Y2 x13%2 GLB PT 2x8 LEDGER (UPTURNED 3" ABOVE TOP OF W/(2) 12d EA. 9 DECK JOIST PER ARCH) STUD/16" oc. S08 POST ABV (300# LOAD) ITCHE ;LAND JSS BLOCKING PER 10/S08 U 111"WEVE H HIGH 5%x18 GLB (F) BOTT. AT 12'-0" PER ARCH'L STEP - PLATE CRAWLSPACE VENT PER ARCH'L - SEE 20/S07 TYP. 9 S07 2 S08 BALLOON FRAME TO UPPER FLOOR W/ (2) 2x6 @ 16"oc �IIm5Y2x18 GLB RIM :. PER ARCH'L) ,-RAISED PLATE AT ENTRY/FOYER PER ARCH'L SEE SO4D FOR LOW ROOF FRAMING FLOOR FRAMING PLAN NOTES: 1. Floor Sheathing shall be 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"0 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"0 x 2Y2" Nails or Simpson WSV #9x2 z" 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 Z/6" thick (Panel Span Rating 24/16). Fasten Sheathing to Framing with 0.131"0 x 2Y2" 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"0 x 2Y2" 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 Walls shall be 2x4 Studs @ 16"oc, u.o.n. 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. 4P1-6!� `6 LEGEND DR HDR HDRP1-6 XX SX.X DETAIL CALL -OUT LOW 4x8 LOW 4x8 — _ 6 (DROPPED) (DROPPED) ? P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/S06 LOW 4x10 (DROPPED) SLAB -ON -GRADE PER FOUNDATION PLAN rn 0 8 S06 BEARING OR SHEAR WALL BELOW (TOP ONLY EXTEND FULL LENGTH OF ® SILL PLATE BELOW EA. SHEAR WALL) BEARING OR SHEAR WALL ABOVE 0 FOUNDATION WALL BELOW RAISED FOUNDATION WALL (F) FLUSH FRAMED (BOTTOM FLUSH W/ BOTTOM OF FRAMING) POST BELOW PT. LID. BLOCK THRU FLOOR FOR POST ABOVE HDR HEADER PER PLAN NOTE 10 RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT _o Wry � r 5C) to CD W y Z [7 c ❑ o r Z �N W " W — � V ❑ _ o � � 2 W u) LL T = > Q W r� V O a _ J IL ww 2= o� in m n 1 j i6 LL W J 00 w Z Q VrQn O z 0 O Z � 0 W o N I- N C) Q (h N N N I u CO 0 O LL O U z O U_ 0 I..L 0 1 2 4 8 16 1/4"=1'-0" S03D(M) CANT. I GIRDER END TRUSS 3/S06 TYP t• 2 TRUSS MFR TO DESIGN FOR 340 PLF DEAD, 530 PLF SNOW LOAD FROM ABV 8 6 S06 S08 POST ABV (2100#) POST ABV P1-4 (3750#) 5%2x9 GLB 18" DEEP GIRDER TRUSS (F) 5 1 S08 P1-6 4 4x10 4x10 (F) GLB ADJUST SPACING AS REQ'D FOR PLUMBING, TYP. (SEE A7 FOR PLUMBING DROP DIMENSIONS) P1-3 c 8 ^�}� S06 Vim/ Q 2x4 LEDGER AT TOP & BOTT. CHORD W/ (2) 12d EA STUD 4x8 ADJUST SPACING AS REQ'D FOR MECH. 15" DEEP GIRDER TRUSS (F) 8 1 S06 S08 HDR 18" OPEN WEB FLOOR TRUSSES @ 24"oc, TYP. 18" DEEP GIRDER TRUSS (F) n KIN 18" DEEP GIRDER TRUSS (F) 15" DEEP GIRDER TRUSS (F) 15" DEEP R TRUSS (F) GIRDER HDR 1I 8 DEEP CowX GIRDER I TRUSS (F) . I � - • - - � I.��ii�iii�iii��:b��llllllllllll�•� 2x6 LEDGER AT BOTT. CHORD J W/ (2) SDWS2240ODB SCREWS C1069EA STUD AND 2x4 LEDGER AT TOP W/ (2) 12d EA STUD v d CS16x4'-0" - LAP LOWER TOP PLATE W ^ 1'-4" AND ATTACH Q o TO FLAT 2x4 BLKG ( BTWN STUDS Z W O0 OU� co J O� O N Q 00 WALL SHTG CONT. THRU CORNER SHTG LEDGER 11 PER 13/S08 S09 W RAISED HEEL ROOF TRUSSES @ 24"oc —STRUT TRUSS (DRAG LOAD = 160 PLF) FLOOR FRAMING PLAN NOTES: 1. Floor Sheathing shall be %" 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"0 x 2%2" 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"0 x 21/2' 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"0 x 2%Z' Nails as follows: Framing, Edges 6"oc Framing, Field Boundaries, Blocking, Struts E E12"oc "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"0 x 21/2' Nails as follows: Framing, Edges 4"oc Framing, Field 12"oc Boundaries, Blocking, Struts 4"oc RESUB See Drawings for other Sheathing Nailing requirements. May 08 2023 CITY OF EDMONDS 4. Roof Framing shall be as indicated on plan. Refer to General Structural Notes. DEVELOPMENT SERVICES DEPARTMENT 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 Walls shall be 2x4 Studs @ 16"oc, u.o.n. 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 _o W ry � r 5� to m [7 c ❑ o r Z �N W " W — � _ o � � 2 � � _0 I.T = > Q W r� V O a _ J a uJw 2= o� in n E LL W J co UJ Z Q Q O z 0 O Z > 0 0 Z 0 pQ 2 0 O J W LL LL v �/ Z U W 0 Q U_ LL U. 0 U) f� XX DETAIL CALL -OUT SX.X J Q P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/S06 ~ z W m � BEARING OR SHEAR WALL BELOW F- U BEARING OR SHEAR WALL ABOVE a U (F) FLUSH FRAMED (BOTTOM FLUSH W/ BOTTOM OF FRAMING) w o N N � N N POST BELOW W PT. LID. BLOCK THRU FLOOR FOR POST ABOVE HDR HEADER PER PLAN NOTE 10 0 1 2 4 8 16 SO4D(M) 1/4"=1'-0" SIMPSON / USP COMMONLY USED CONNECTIONS: CROSS REFERENCE TABLE TYPE SIMPSON STRONG -TIE USP STRUCTURAL CONNECTORS PRODUCT# PRODUCT# HOLDOWN HDU2-SDS2.5 PHD2A HOLDOWN HDU4-SDS2.5 PHD4A HOLDOWN HDU5-SDS2.5 PHD5A HOLDOWN HDU8-SDS2.5 PHD8 HOLDOWN STHD14 STAD14 HOLDOWN STHD14RJ STAD14RJ HOLDOWN DTT1Z LTS19-TZ w/ 1 "x1 "x%4' PLATE WASHER (TO ACCOMMODATE ' LAG SCREW) STRAP MST48 KST248 STRAP ST2215 KST216 STRAP ST6224 KST224 STRAP CS16 RS150 STRAP MASA/MASAP FA4 STRAP CMSTC16 CMSTC16 TIES LGT2 LUGT2 TIES LTP4 MP4F TIES LTP5 MP6F TIES A34 MP34 TIES A35 MPA1 TIES H1 RT15 TIES H2.5 RT7 TIES H2.5A RT7A POST CAP LCE4 PBES74 POST CAP EPC44 EPCM44 POST CAP EPC66 EPCM66 POST CAP CCQ-SDS2.5 KCCQ POST CAP ECCQ-SDS2.5 KECCQ POST CAP AC4 PBS74 POST CAP AC6 PBS66 POST BASE PB44 166 WE44 / 66 POST BASE ABU44 PAU44 POST BASE ABU66 PAU66 POST BASE ABA66 PA66E DRAG STRUT HTS30C HTW30C DRAG STRUT HTS30 HTW30 DRAG STRUT DSC5 DSC4 HANGER LUS JUS HANGER IUS THE HANGER ITT THO HANGER HU/HUC HID /HDIF HANGER MIU THE HANGER HUS HUS POST PER PL. POST BASE P w/ %"O ALL-Tf w/ SET EPDX` EMBED 4" REINF. PER P 5 19 14 -INTH w/ (3)#4 VERT STIES @ 12"oc JG PER PLAN TOP PLATE PER 18/S06 CRIPPLE STUDS NOT REQ'D IF LESS THAN 24" I I I I HEADER PER PLAN 2x HEADER @ OPENING W/(2) 12d TOENAILS EA. END 0 12d @ 6"oc (FACE NAIL PER 1/S06 @ SHEAR WALLS) TOP CHORD SPLICE BOTTOM CHORD SPLICE 4'-0" MIN. BETWEEN SPLICE LOCATE SPLICE @ CENTERLINE OF VERT. STUD, TYP. STUDS PER PLAN FASTENED TOGETHER W/12d @ 6"oc [(1)2x U.O.N.] 0 SHEAR WALL SCHEDULE (IN ACCORDANCE w/ ANSI/AF&PA SDPWS-2015 SECTION 4.3) Updated 1/20/2021 MINIMUM WIDTH OF NAILED PANEL FACE OF FRAMING @ ANCHORAGE TO CONCRETE SEISMIC WIND WALL SHEATHING EDGE ADJOINING PANEL EDGES O MUDSILL FACE NAILING FRAMING CLIPS © CAPACITY CAPACITY TYPE NAILING PLATE ® Q5 h/b = 2 h/b = 2 O SINGLE BUILT-UP ANCHOR BOLTS MUDSILL ANCHORS h/b = 3.5 h/b = 3.5 MEMBER MEMBER P1-6 1 SIDE 6" oc 2x 2x 2x 6" oc A35 @ 27" oc or e / O @ 60" oc MASAP @ 52" oc 240-plf 240-pif LTP4 @ 27" oc 194 plf 194-p1f A35 @ 18" oc 350-plf 350-plf P1-4 1 SIDE 4" oc 2x 2x 2x 4" oc or 5 O @ 46" oc MASAP @ 36" oc 284-p1f 284-p1f LTP4 @ 18" oc P1-3 1 SIDE 3" oc 3x (2)2x 2x 3" oc A35 @ 14" oc or 5 / O @ 36" oc MASAP @ 28" oc 450-plf 450-plf LTP4 @ 14" oc 366-plf 366-plf A35 @ 7%" oc P1-2 1 SIDE 2" oc 3x (2)2x 2x 2" oc or a / O @ 20" oc MASAP @ 18" oc 590-pif 820-plf 1 LTP4 @ 7/2" oc 478-plf 669-plf A35 @ 18" oc 700-plf 700-plf P2-4 2 SIDES 4"oc 3x (2)2x 3x (2) Rows, 4" oc and 5 O @ 28" oc MASAP @ 15" oc 568-p1f 568 plf LTP4 @ 18" oc A35 @ 14" oc 900-plf 900-plf P2-3 2 SIDES 3" oc 3x (2)2x 3x (2) Rows, 3" oc and 5 / O @ 22" oc MASAP @ 11" oc 733-plf 733-plf LTP4 @ 14" oc P2-2 2 SIDES 2" oc 3x (2)2x 3x (2) Rows, 2" oc A35 @ 8" oc and a / O @ 12" oc MASAP @ 7" oc 1180-plf 1640-plf LTP4 @ 8" oc 957-plf 1338-p1f SHEAR WALL SCHEDULE NOTES (SECTION 4.3.7.1.1) CRIPPLE STUDS TO %6" OSB or'%2' PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES. MINIMUM PANEL SPAN RATING OF (24/0). PANELS SHALL NOT BE LESS THAN 4'x8', EXCEPT MATCH WALL STUDS AT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. ( (SECTION 4.3.7.1.2. & SECTION 4.3.7.1.3) Fl PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc. MAXIMUM STUD SPACING SHALL BE 16"oc. SHEATHING NAILS SHALL BE 0.131"O x 2%2'. PLYWOOD EDGE NAILING SHALL BE STAGGERED. NAILS SHALL BE LOCATED AT LEAST %" FROM THE PANEL EDGES. ADD'L FULL I HEIGHT STUD 13 -------- -------- I IIIZTIT = 171ZT1TIZT0 I ------------------ --- I i I ALT.aSTRAP LOCATION I HEADER PER PLAN I I II 0 I I � PANEL EDGE NAILING o FULL HEIGHT 0 CS16x36" STRAPS @ WINDOW CORNERS (APPLY OVER SHEATHING) I Z ---------------�-II II 2x4 FLAT BLOCKING BEHIND STRAP STRAP HOLD DOWN PER PANEL EDGE NAILING PLAN (WHERE OCCURS) PER SHEAR WALL SCHEDULE FACE NAILING PER SHEAR WALL SCEDULE PANEL EDGE NAILING "HOLD DOWN AND ADD'L PER SHEAR WALL STUD PER PLAN SCHEDULE (WHERE OCCURS) FACE NAILING PER STUDS PER PLAN SHEAR WALL SCHEDULE PANEL EDGE NAIL PER SHEAR WALL SCHEDULE STUDS PER PLAN KAF' rlULU UUVVIN F'tK .AN (WHERE OCCURS) SCE NAILING PER TEAR WALL SCHEDULE )LD DOWN AND ADD'L 'UD PER PLAN (HERE OCCURS) UDS PER PLAN /II MIN )IATE NAILING (12" oc) PANEL EDGE NAILING PER SCHEDULE (STAGGERED) O3 (SECTION 4.3.7.1.4) THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. SINGLE MEMBER PER(3) BUILT-UP MEMBER PER(3) STUD, PLATE, BLOCKING, RIM, OR OTHER FRAMING MEMBER ADJOINING PANEL EDGES STUD, PLATE, BLOCKING, RIB" OR OTHER FRAMING MEMBE l,L1JOINING PANEL EDGES (FLATWISE) PER(3) /'IL.IJVII VIIVV rlIIVLL L✓VLJ ® FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1%". FRAMING NAILS SHALL BE 0.131"O x 3%4". 0.131"0 x 3" NAILS MAYBE USED WHEN STITCHING TOGETHER (2)2x MEMBERS WITH NO SPACERS. (3) AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED, FRAMING CLIPS SHALL BE USED TO FASTEN BUILT-UP MEMBERS. USE 0.131"0 x 2%2" NAILS AT LTP4 CLIP WHEN INSTALLED OVERY2' SHEATHING. 02 LAP RIM OPTION LAP PLATE OPTION 20 BOO © (SECTION 4.3.6.4.3) ANCHOR BOLTS EMBEDMENT SHALL BE 7", U.O.N. ALL ANCHORS SHALL HAVE 3" x 3" x 0.229" PLATE WASHERS. PLATE WASHER SHALL EXTEND TO WITHIN %2' OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. IF SHEATHING IS ON BOTH SIDES OF THE WALL, STAGGER THE ANCHOR BOLTS, AS REQUIRED, SO THAT HALF OF THE PLATE WASHERS ARE WITHIN %2" OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE. HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. 3"x3"0.229" PLATE WASHERS ANCHOR BOLT OPTION %" MAX 1 _ CONCRETE STEM WALL PER PLAN P.T. MUDSILL © (ANCHOR BOLT OPTION) MUDSILL ANCHOR OPTION CONCRETE STEM WALL PER PLAN P.T. MUDSILL © (MUDSILL ANCHOR OPTION) 3� 1 RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICE DEPARTMENT 0 0 LU ! r Da U) CO W z 0 �► u] a 1: r z W - " o _ W — Lo LU V Q a a J J a Lu =w o in m i\l m n U) J Q w 0 J Q g z m w 2 U) 2 O IY !zLU U LU o N I- CV o Q (h N m N LO It > LU IY i E Z O W J W 0 U U) 0 O G 0 w IL O U Z O U_ 0 U) S06 ADJUST STUD FRAMING �AS REQUIRED II II II II it l MUDSILL PER PLAN d LOCATE VENTS BETWEEN TOP & BO ° TRUSSES & 1'-0" MIN. FROM °d d BOARD PE dd HOLDOWNS & POINT LOADS ° °° d ° ° ° d d ° °e d d ° ° A ° d d d ° ° d d ° ° ° d d ° ° ° °d a A, d d ° d d ° d d FOOTINGS AND STEM WALLS PER PLAN POST PER PLAN SLAB -ON -GRADE PER PLAN e .: d �1III ���� ��I= ' . d 'T. RIM R PLAN PC POST BASE PER PLAN W/ ALL -THREAD (SIZE PER MFR) AND 2%" SIMPSON SET EPDXY EMBED (NO SPECIAL INSPECTION REQ'D) STEM WALL AND FOOTING PER 1/S07 15 PLAN SIZE REINFORCING DETAIL CALLOUT REFERENCE 18 18" sq x 12" thick NO REINF. - 24 24" sq x 12" thick (2) #4 EA. WAY 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 (1)#4 x 36" DIAGONAL Q 0 3'-0" MIN. D 4 4 Q NORMAL FOOTING REINFORCING 12d @ 6"oc BOTTOM PLATE NAILING DIAPHRAGM BOUNDARY NAILING SHEATHING PER PLAN -- —-------- STRONGBACKS PER TRUSS MFR TRUSSES PER PLAN 1616" VERSA -LAM / 1Ya" LSL - BLOCKING WHERE BEARING WALL OCCURS 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"O x 2" MIN. CONC. NAILS TO FTG) REINF. PER PLAN T!-%m 73EIAIE =m 19 al LNORMAL FOOTING REINFORCING ADD'L BARS TO MATCH NORMAL REINFORCING NE OF EXCAVATION STEP IN FOOTING 14 SHEATHING PER 1/S06 (CONTINUOUS TO MUDSILL) SHEAR WALL EDGE NAILING a d P.T. 2x6 MUDSILL PER 1/S07 STEM WALL & FOOTING PER 1/S07 da d a � BEARING WALL (WHERE OCCURS) POST PER PLAN (2) LAYERS BLDG PAPER BTWN POST AND CONC. FOOTING PER PLAN 00 CONT. TOP PLATE PER 18/S06 II ill PANEL EDGE Io1 I III NAILING I I I I° ° I I I I I I -- o $ o -° - - - ° PANEL EDGE NAILING FULL HEIGHT ° (HALF EA. STUD) o _ o _ O o _ o _ O I ° I I °I ° HEADER PER PLAN Iol I Io (EXTEND TO CORNER) o o o PER PLAN ° ° ((2)2x MIN.) o L (2)2x ADD'L STUD o o zz o J d HOLD DOWN PER PLAN o o of (APPLY OVER SHEATHING) a ANCHOR BOLTS PER 1/S06 PER PLAN P.T. 2x6 MUDSILL LINO ... C_ 0 0 o o o o 0 0 Y d ° Y #4 @ 16"oc, 8" STEMWALL UNO 4 ° 0 HORIZ d ° ° d d ° 4 ° d 1 2" TYP. ° d4 ° ° d ° ° ° d #4 @ 16"oc, VERT FOOTING PER VS07 d ° ° (HOOK AROUND ° FTG. REINF.) 4 ° ° d Q d ° 4 4 ° ° d d 4 ° ° d 12d @ 6"oc BOTTOM PLATE NAILING DIAPHRAGM BOUNDARY NAILING SHEATHING PER PLAN TRUSSES PER PLAN THA422 STRAP HANGERS — W/ (2)0.162" x 3Y2" (16d) NAILS INTO FACE OF SILL PLATE & (4)0.148" x 1%" (10dx1%2") NAILS INTO TOP OF SILL PLATE - STRAIGHTEN SHEAR TABS & INCLUDE (6)0.148" x 3" (10d) NAILS INTO SIDE OF TRUSS 13 SHEATHING PER 1/S06 (CONTINUOUS TO MUDSILL) Id (2)2x STUD - NAIL SHEATHING TO EACH MEMBER w/ HALF OF SHEATHING NAILS II STRAP HOLD DOWN PER PLAN APPLIED OVER SHEATHING II ANCHOR BOLTS PER 1/S06 II *NO NAILS I STEM WALL PER BOTTOM 2 FOUNDATION PLAN HOLES* � III ° I I d Ia c 4° Id 4 d a d d 1�2 ° 4,1 4 4 d d d d a 4 ° ° d 4 a d d 4 ° G d d ° d ---- 2x STUD WALL PER PLAN (2) 2x6 PT MUDSILL SLAB -ON -GRADE PER PLAN • • a w, 'II III I�IIIII�I- s • .: d ' . d DIAPHRAGM BOUNDARY NAILING PROVIDE SQUASH BLK'G UNDER POSTS AND BUILT UP STUDS ABOVE (MATCH SIZE ABOVE) SHEATHING PER PLAN SHEAR WALL EDGE NAILING I ----- --------------------- I— I� e d P.T. 2x MUDSILL RIPPED TO MATCH 1 STEM WALL WIDTH W/ A.B.'S AND PLATE WASHERS PER 1/S06 11 STRONGBACKS PER 4 TRUSS MFR pJ TRUSSES PER PLAN (2) LAYERS BUILDING PAPER END TRUSS w/ STUDS @ 16"oc ° BETWEEN TRUSS & CONCRETE WALL 4 a STEM WALL & FOOTING PER 1/S07 SLAB -ON -GRADE PER ARCH'L DRIVEWAY PER ARCH'L d � — �I-III ICI=ICI-� ° d ° COMPACT STRUCTURAL °D ° d d FILL REINF. PER 1/S07 1'-3" E•1 3 2x STUD WALL PER PLAN MUDSILL PER 1/S07 I SLAB -ON -GRADE PER PLAN III a X X X d a II.,�III,IIIIIIIIIIIIIII 1� ad d d d ° d 17 %" O ALL -THREAD W/ PLATE WASHERS PER 1/S06 AND 2%" SIMPSON SET EPDXY EMBED (NO SPECIAL INSPECTION REQ'D) STEM WALL AND FOOTING PER 1/S07 12 SHEATHING PER 1/S06 2x STUD WALL PER PLAN FACENAIL PER 1/S06 SHEAR WALL EDGE NAILING SHEAR WALL EDGE NAILING STEM WALL AND FOOTING PER 1/S07 SHEATHING PER 1/S06 PANEL EDGE NAILING STEM WALL AND FOOTING PER 1/S07 7 2 (2)2x STUD - NAIL SHEATHING TO EACH MEMBER w/ HALF OF SHEATHING NAILS STRAP HOLD DOWN PER PLAN APPLIED OVER SHEATHING II ANCHOR BOLTS PER 1/S06 STEM WALL PER FOUNDATION PLAN III ° I I d I ° ° 4 ° d 4 1 �2" 4 d d m ° Q ° 4 ° d d ° d 4 ° d d ° d 4 (2)2x STUD - NAIL SHEATHING TO EACH MEMBER w/ HALF OF SHEATHING NAILS STRAP HOLD DOWN PER PLAN APPLIED OVER SHEATHING II SOLID BLOCKING 4 ,'� 12" 'e, r, ------- I ° Id I 1 4 ° jl ® 4 °� 0 I° d dQ d d ° ° 4 O l d d 4 4 d STEM WALL PER ---- ° ` FOUNDATION PLAN ° 4 ° 4 ° d ° d ANCHOR BOLTS PER 1/S06 DIAPHRAGM BOUNDARY NAILING PROVIDE SQUASH BLK'G UNDER POSTS AND BUILT UP STUDS ABOVE (MATCH SIZE ABOVE) SHEATHING PER PLAN TRUSSES PER PLAN 2x4 RIM BOARD TOP & BOTTOM 2x6 P.T. PLATE W/ MUDSILL ANCHOR; 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 4—SPLICE SHEATHING AS REQUIRED SHEAR WALL EDGE NAILING STEM WALL AND FOOTING PER 1/S07 ALT. MUDSILL ANCHOR 4'-0" MAX UNBALANCED FILL Ce 4�2" 6" 4�2" TYP. SEE 5/S10 WHEN UNBALANCED FILL > 4'-0" 1 C O wry I_ 5E5 Ujm W > z E =fl �N o r- z w " w- VZ ° 0:T LL a 0 w L3 �o _ J a a Luw 2= o� fnm m n H � a c W =- W �7 yam T. of ASSN�� E RESUB CO May 08 2023 0 CITY OF EDMONDS EVELOPMENT SERVICES DEPARTMENT O U^ V J W ILL j O U W o U_ 0 u) D J H F- g z m w 2 ~ O _U) U dLu U N w o I— N O N N N Nw LL S07