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APPROVED PLN BLD FIR-RESUB 1-BLD2023-0072+Architectural_Plan+6.15.2023_2.41.42_PM+3612307ABBREVIATIONS 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.H. 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/ NtD WASHER AND DRYER AIR CONDITIONING W.I. WROUGHT IRON HT. (HGT.) HEIGHT W.N. WATER HEATER H.C. HOLLOW CORE W.R.G.B. WATER RE515TANT H.M. HOLLOW METAL GYPSUM BOARD HORIZ. HORIZONTAL W/5 WIRE SHELF H.B. H05E BIBB APPROVED BY PLANNING Jul 21 2023 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES 0 Pacific Ridge Series '"' FL/4N N/4�IE: WINC�C�M (nNT�,) 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 = "DAYLIGHT" BASEMENT T = 11TUCK-UNDER11 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 06-16-2023 RESUB 1 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: 1. A SEPARATE PERMIT SUBMITTAL IS FOR A RESIDENTIAL SPRINKLER SYSTEM IS REQUIRED. A RECOMMENDED FLOW -THROUGH DESIGN WILL MEET SPECIFICATIONS AND REDUCE EQUIPMENT AND CONTINUAING MAINTENANCE REQUIRMENTS. PROVIDE A MINIMUM COMBINATION WATER SERVICE OF ONE INCH (1") METER AND ONE AND ONE HALF (1 1/2") SERVICE LINE OR SHOW THAT THE DOMESTIC AND FIRE PROTECTIONS NEEDS CAN BE MET WITH A SMALLER SERVICE. 2.4 INCH ADDRESS CHARACTERS WITH 1/2 INCH STROKE TO BE INSTALLED ON THE HOUSE VISIBLE FROM THE STREET IN CONTRASTING COLOR TO THE BACKGROUND. ADDITIONAL ADDRESS SIGNS MY BE REQUIRED IF NOT VISIBLE FROM THE STREET. DFM BURT SQUARE FOOTAGE COUNTS HEATED SPACE SF: 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: 2g64 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: g6 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 23904 91ST PL W LOT 8 ---------------------------------------------- Owner PACIFIC RDIGE HOMES ---------------------------------------- ------------- Approved Date 7/14/2023 Building Official /(e 4 ,(��ooxy ; Permit Number BLD2023-0072 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 REVS REVISIONS SINGLE FAMILY 36' WIDE X 48' DEEP 4 6 2 ELECTRIC NEAT PUMP ELECTRIC 5 2 0 0 3 ELECTRIC I r- — - — - — - — - — - — - — - — - — - I SEPARATE PLUMBING PERMIT , REQUIRED FOR THIS PROJECT. L- — - — - — - — - — - — - — - — - — - ARCPTECTURAL DRAWING INDEX Al COVER SHEET PCN PLAN CHANGE NOTICE WRITE-UP A2C FRONT/SIDE ELEVATIONS A3C REAR/SIDE ELEVATIONS A4 MAIN FLOOR PLAN A5 UPPER FLOOR PLAN AGC FRAMING PLANS: ARCHITECTURAL INFO. A7 ELECTRICAL PLANS ACI ARCHITECTURAL DETAILS A10 WATER INTRUSION DETAILS A11 WSEC OPTIONS t CALCS 501 STRUCTURAL NOTES 502C FOUNDATION PLAN 503C MAIN FLOOR FRAMING 503C MAIN FLOOR FRAMING 5O4C UPPER FLOOR FRAMING 505C ROOF FRAMING SOG STRUCTURAL DETAILS 507 STRUCTURAL DETAILS S08 STRUCTURAL DETAILS 509 STRUCTURAL DETAILS CITY OF EDMONDS NOTES COMMUNITY NAME: BRACKETT's RESERVE LOT #: 8 ADDRESS: 23g04 gist PLACE W EDMONDS WA g8026 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 1g011 WOODINVILLE SNOHOMISH ROAD NE SUITE 100 WOODINVILLE WA g8072 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 RESUB Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O c � Q � W LJ_ O v LLA O LLA U Q �/ �J 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 S0. FT.: 1377 UPPER LEVEL 50. FT.: 1383 TOTAL AREA 50. FT.: 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: 1/11 = 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 12" OFF ROOF 8. HOLD ALL SIDING MATERIAL 6" OFF FINISHED GRADE q. SOFFIT ALL FLAT AREAS w/ 02" OVERHANG @ HORIZ. EDGES 10. METAL FLASHING @ ALL HORIZ. TRIM * SIDING BREAKS II. 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 0OR 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 V2 21. GUTTERS TO LAP UNDER DRIP EDGE @ EAVES. HOLD tv2" 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 GASKET WRAP TOP OF SEALANT WALL FRAMING GALV MTL WITH SELF CAP FLASHING ADHESIVE 2x3 W.W. MEMBRANE BEVELED 10 CAP BEAM PER 5/4 W.W. STRUCT. FILLER T.O. BEAM 5/46 W.W. @ F.F. 5/412 W.W WRAP SIDES AND BOT. WRAP TOP OF COLUMN FRAMING OF BEAM w/ SELF ADHESIVE MEMBRANE WITH WRB DETAIL: WRAPPED BEAM �5r_ DECK ALE: N.T.S. 20" w W CL OF GARAGE 2x6 MATERIAL WITH � `� t ft BLOCK �1 BEVEL CUT. 11 # FURR OUT 1 y" FOR 0 STONE VENEER �12 � ADD-RESS NUMBERS BLOCK SC LE I 0 NOTE: • FLASH PARAPET TO WALL CONNECTION PER W21/11A • PROVIDE METAL FLASH'G AT ALL HORIZONTAL TRIMS T/ RAILING OPEN RAILING PER SPEC* 5/4x4 CEDAR a NEOPRENE OR DECKING PER PLAN SIM. W'PROOF v GASKET DOOR PER PLAN- Z WRAP TOP OF WALL GALV MTL SLIDING GLASS - E: FRAMING WITH SELF CAP FLASHING DOOR NAIL FLANGE m ADHESIVE MEMBRANE 2x3 FURRING GALV 'Z' FLASHING - BEVELED lx7 CAP 2" MIN FROM TOP OF _ `1 LEDGER TO LAG SCREW 1 MAIN FLOOR i cn I TYP. ALL ENDS I 1.1 WRAPPED I �'-2x8 PT DECK HANGER PER PLAN _ A2C BEAM DETAIL i i JOIST (-2" F.F.)�� # RAILING / GUARDRAIL CONSTRUCTION ss I I RAILING / GUARDRAIL TO BE DESIGNED AND I I COMPLIANT WITH LOADS OUTLINED IN IRC TABLE j 1 WRAP TOP OF R301.5. SEE STRUCTURAL PLANS SHEET 503D 4 _ _ _ _ _ DETAIL 9/508. COLUMN FRAMING - GUARD TO BE CONSTRUCTED 50 THAT A 4" SPHERE w/ SELF ADHESIVE CANNOT PASS BETWEEN RAILING OR GUARD PICKETS. MEMBRANE MATERIALS: - TOP RAIL d POSTS: 1 1/2" 50. TUBE w/ 3/16" WALL, 6061 ALUMINUM - PICKETS: 3/4" x 3/4" x .062 50. TUBE - BASE PLATES: 1/4 x4 FLAT BAR BASE PLATES - FASTENERS: #14 x 5" CS SCREWS or 3/8" LAG or 3/8" x 3 1/2" WEDGE ANCHORS DEPENDING ON SECTION: N 00 D DECK - ' C' ELEV . INSTALLATION APPLICATION ALL METAL TO BE POWDER COATED SCALE: N.T.S. SIDING SIDE OF HOUSE FRONT /BACK 2x4 INSET CORNER TRIM OF HOUSE E� TYP CORNER TRIM HOUSE CORNER PROVIDE BLDG PAPER BEYOND SEPARATION BTWN METAL FLASHING HOUSE AND ROOF FRAMING, 6" MIN ROOFING - CAULK kEYOND EXPOSED NAILS w/ ROOFING TAR ROOFING 611 ROOFING FELT E15 RAKE FLAS�I I NG DETAI L SCALE: ROOFING PER SPEC 5/4x KEYSTONE RAKE FLASH'G AS REQUIRED lx4 TRIM 00 1/2" ROOF 5/4x8 BARGE BOARD SHEATHING 2x6 SPF SUB -BARGE FLAT OUTRIGGER @ 24"oc Lu GABLE END HARDIE SMOOTH LAP LU TRUSS SIDING w/ 4" REVEAL L GALV MTL FLASHING 2x3 SLOPED SILL WITH DRIP EDGE i! 26 BAND SIDING PER PLAN BARGE/ KEYSTONE/ PEDIMENT DETAIL SCALE: 3/4" = 1'-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 VERTICAL TRANSITION E34.1 SCALE: 3" = 1'-0" Ix FRIEZE PER ELEVATION # FIR OUT I Y' loll FIR OUT I Y' 7y" FOR STONE VENEER 5 2" FOR STONE VENEER X HOLE 5y2" q-[13%" 0 HOLE W BEVEL o %" BEVEL CUT CUT - W BEVEL CUT TYP. BLOCK: HOSEBIB TYP. BLOCK: EXT. TYP. BLOCK: TANKLESS LIGHT FIXTURE NW NEATER VENT TYP. POSE BIB BLOCK, EXT. LIGPT FIXTURE BLOCK, t TANKLESS SIN NEATER VENT BLOCK SCALE: 1/2"=1'-0" NOTE: ALL EXPOSED FASTENERS TO 1 t CAULK EXPOSED NAILS WITH ROOFII SIDING PER PLAN ROOF TO WALL FLASHING ROOFING ROOFING FELTS 3E SEAI dG TAR ED E24 LOWER RO�1@ WALL 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 v m 12" / 10.75" REVEAL HARDIE CEDARMILL LAP L�ji SIDING, TYP. WHERE SHOWN U.N.O. z w o� N= ROUGH -SAWN a PLYWOOD AT PORCH CEILING, CL BALCONY, OVERHANG, AND SOFFITS RIDGE UPPER PLATE WDW NDRS @ UPPER FLOOR CID Co I UPPER FLOOR co �o MAIN PLATE MAIN FLOOR MAIN FLOOR LOWER PLATE WDW NDRS @ LOWER FLOOR FINISH SE GF MAX. BLDG PT_== 492.28' -- -- RInrF = Api G;' -- 1x12 FRIEZE BOARD W6 TYP UPPER PLATE 10 TYP FRONT ELEVATON: G' ELEV.- SCALE: E15 0 m HARDIE-PANEL UPPER FLOOR SMOOTH VERTICAL SIDING w/ HARDIE-TRIM BATTENS 16" O.0 12" / 10.75" REVEAL HARDIE SMOOTH UPPER FLOOR LAP SIDING, TYP. WHERE SHOWN El .1 co s MAIN FLOOR - 5/44 TRIM ALL SIDES, TYP @ WINDOWS AND DOORS 1 RAILING / GUARDRAIL r A2C DESIGN t DETAILS G. E) T. R_ _ = 67.28' MAIN FLOOR 12.1 ADDRESS k2C BLOCK LOWER PLATE E12 EXT WALL LIGHT WDW NDRS @ w/ SIDING LOWER FLOOR BLOCK (SHOWN BEHIND COLUMN) 2x10 GARAGE WRAP, CID INSTALL PROUD OF INSIDE TO CAPTURE GARAGE DRYWALL LOWER FLOOR = 456.87' 03 co 2 HOSE BIBB w/ FINISH GRADE ; o C SIDING BLOCK 1% SE GRADE = 455. cn q m �z co z � z_ � v COPYRIGHT NOTICE: THIS PLAN 15 OWNED BY PACIFIC RIDGE HOMES. USE OF T14I5 PLAN 15 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 MINER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: )I" = 1'-0" SNEET CONTENTS: FRONT t SIDE ELEVATIONS 'C' ELEVATION A2C UPPER PLATE WDW NDRS @ JN24:40 • co C? r N UPPER FLOOR MAIN PLATE WDW NDRS @ MAIN FLOOR I MAIN FLOOR FINISH GR, SE GRADE 12 C 7 0 2'-(," HEAT PUMP NB W/ BLOCKING (TYP) ELECTRICAL REAR ELEVATLN: ClIELEV. HOOKUP SCALE: 1/4" = I' - 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 t SKYLIGHTS. 4. PROVIDE CONTINUOUS GUTTERS 4 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 tl�2" OFF ROOF 8. HOLD ALL SIDING MATERIAL 6" OFF FINISHED GRADE Cl. 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 4 GABLE END 4 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 ty2" 21. GUTTERS TO LAP UNDER DRIP EDGE @ EAVES. HOLD t2" 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' SWEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION * ITEMS S ECT VN A -A: -'Cl !!I ELEV. SCALE: 1/4" = I'-0" RIDGE UPPER PLATE WDW NDRS @ JJ1gag w # 0 r n � N cA r UPPER FLOOR ao MAIN PLATE WDW NDRS @ Fn MAIN FLOOR MAIN FLOOR LOWER PLATE WDW NDRS @ LOWER FLOOR co 1.9 FINISH GRADE `- SE GRADE UPPER PLATE WDW NDRS @ UPPER FLOOR co z � LLA o LLA �J COPYRIGHT NOTICE: THIS co `A PLAN 15 OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN 15 PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC UPPER FLOOR RIDGE HOMES. MAIN PLATE WDW NDRS @ MAIN FLOOR i _i MAIN FLOOR 1-1 LOWER PLATE5-0 LOWER FLOOR FINISH GRADE o SE GRADE �. RESUB Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 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 REAR t SIDE ELEVATIONS 'C' ELEVATION A3C FLOOR PLAN NOTES 1. 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 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 GONG. TO BE PRESSURE TREATED. 6. EXTERIOR WALLS TO BE 2x6 STUDS @ 1611 O.C., U.NO. 7. GARAGE DOOR HEADERS @ 84" A.F.F. 8. EXTERIOR SWING DOOR HEADERS @ 83 1/2" A.F.F. 9. INTERIOR SWING DOOR HEADERS @ 83" A.F.F. 10. SWING DOORS TO FOLLOW CENTERLINE DIMENSION IN PLANS OR BE 3" MIN. ON HINGE SIDE. 11. GARAGE -TO -HOUSE DOOR TO BE A SOLID WOOD 1%" 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 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(I). EXAMPLE: 70 CFM FOR 2600 SF HOME Jul 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 NEAT 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 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 5/811 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 Y2" 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 4 ITEMS DOOR t JAMB CAULK BACK OF THRESHOLD TO NERVESTRAL t ALL SEAMS WRAP NERVASTRAL UP JAMB 6" (2) %" BEADS OF CAULK UNDER NERVESTRAL, (1) WRAP EDGE t @SIDES OF JAMB THRESHOLD w/ ADD'L NERVASTRAL NERVASTRAL OR EQ WTPRESPOLD DETAIL E: 1-1/2 = 1 -0 CENTER TRIM E LANDING ON FRONT DOOR / OPERABLE SIDE OF SLIDER EQ. ol 'olEQ. 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 3'x3' LANDING TYP. SIDING I POUR AGAINST I NERVASTRAL FRONT FOR 0 PATIO 31-611 LANDING TYP. BACK PATIO's SHOULD ALWAYS Q. @ BACK PATIO'S Q, 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 24 HEARTWOOD CEDAR --Z-- TRIM w/ FLASHING @ /I NERVESTRAL HOUSE INTERSECTION, I LANDING PEP PLAN _ WHERE OCCURS (MIN. ''x3' TYP.) L/ �t/I 32"x32" R.O. FOR _ -4: OF ST EP5 TBD BY I � I LINE OF NERVESTRAL CRAWL SPACE MUD SILL --/SITE COND!'i OHS ACCESS DOOR. CONC. WALL SLAB ON GRADE DOOR TO BE 7'-0" 2'-611 WEATHER -SEALED III III III III -III -III III III SEE D38 FOR FRONT DOORJeo HT FROM F.F. AND FRONT PORCH DETAIL i_ 11 00 6 0 TO BE 6" FROM EXT. LANDING DETAIL @ CRAWL SPACE FINISHED GRADE EXTERIOR FACE OF 8" FOUNDATION WALL SLIDING GLASS DOOR/ TYP W SCALE: N.T.S. �� \ FULL HT LOAD BEARING WALL � 7 `I 2x6 WALL �H W.H. w/ " CLR i ADD R-21 26 FRAMED WALL INSULATION PER PLAN AT WALL 26 P.T. PLATE o_ -� STORAGE VARIABLE HEIGHT SLAB -ON -GRADE STEM WALL PER PLAN F 101�v14110 (SEE PLAN FORLK HEIGHT/STEP x x x- LOCATION) 40 2 FOAM R-10 END WALL GARAGE INSULATION PER PLAN UNDER STAIRS 2013�/2�11 //�\ ALT FOOTING SAND OR GRAVEL STEM WALL COMPACTED GARAGE NOTE: WRAP Lo N CONSTRUCTION SUBGRADE ___ W�S(1) ___ ALL WARM WALLS AND 6 MIL V.B. Lo SUPPORTING MEMBERS WITH 2" G.W.B. 8' TYPE 'X' INSULATED BASEMENT WALL CN 6DING) T "%T 8T 97 IOT 117 127 137 14T ON THE CEILING CN cv (LAN1 1 W5 4y 1 SCALE: I/2"=1' 5T 26 L.B.W. 11A 4T co "D FOR - = 38" HALF WALL UTILITY co _j zT PER SPEC LAYOUT SEE W5/11A FOYER q'1x13'8---------- N 15 Ra 4T � II 10 -V N op 1 SD/CO 2868 16070 GARAGE DOOR o m -- 2050 7820 2050 0 PIC S.G. TRANSOM PIC S.G. -, OF FLOOR ABOVE - O O L-------LINE ------------------- --- o 3" 311 16' -3" R.O. 2' -01I 3'-9%° 2'-011 3'-9%° 3'-211 2'-011F53 �, - - I 21-5j;2 LINE OF DECK ABOVE RAILING / GUARDRAIL STONE VENEER Fol DESIGN $ DETAILS @ 'C' ELEV ONLY 1_611 II 121_V211 il'-611 1. Igl-21/II la'-611 151_3y11 20'-8Y2Of 361-011 RESUB Jun 15 2023 LOWER FLOOR FLAN: Cl ELEV. Cl MONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: 1/4" = 1'-0" an 7� U U ct CL4 w a_ CL� co o z � LLI LLA z_ � v 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. FT: 204 MAIN LEVEL SQ. FT.: 1377 UPPER LEVEL SQ. FT: 1383 TOTAL AREA 59. 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'I = 1'-0" SHEET CONTENTS LOWER FLOOR PLAN I '4 FLOOR PLAN NOTES 1. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS t CONDITIONS PRIOR TO CONSTRUCTION. WINDOWS t DOORS: 2. ALL EXTERIOR WINDOW * DOOR HEADERS TO BE INSULATED w/ R-10 INSULATION. 3. WINDOWS It DOORS ARE SHOWN It 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 @ 63 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/" 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 It 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 Iq. THERMOSTAT BLK'G @ 60" A.F.F 20. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT 7'-6" A.F.F. 21. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN WITH TOP OF THE GARAGE DOOR TRIM 22. ADD CONT. BLOCKING FOR STAIR HANDRAIL BRACKETS 23. STAIRS w/ WINDER STEPS WILL ALWAYS 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. 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 IIOV, INTERCONNECTED, w/ BATTERY BACKUP * CENTRALLY LOCATED IN EACH HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE INSTALLED WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24 11. SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS TUB OR SHOWER. [R314] 12. IONIZATION SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 20 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. s 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 If: ITEMS DOOR t JAMB V CAULK BACK OF THRESHOLD TO WRAP NERVASTRAL NERVESTRAL UP JAMB 6" ALL SEAMS (2) %" 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 = 1 -0 EQ. EQ. ol I FRONT DOOR PER PLAN 2x4 GEDARiTOE KICK (CENTERED! ON DOOR FRONT PORCH SLAB ELEVATION 4' -011 2x8 PLATE @ Dq DOOR THRESHOLD 5 RAISED WALL 224's TO BE RIPPED TO "6" PRIOR 2x W.W. ONT Y4" SUB -FLOOR TOE KICK LREMOVED WALK BEING I -JOIST @ DOOR D PER PLAN 11 BLDG PAPER `A BTWN JOIST END 4 CONC. PLATE 4 STEM WALL BEYOND FRONT PORCH FRONT T.O. RAISED RAISED PORCH SLAB. SLOPE STEM STEM WALL TO STEM SECTION Y" PER LIN. WALL $ FT. MAX. T.O. FRONT PORCH WALL $ STEM WALL = 7" FRONT PORC�I EXT. DETAI L SCALE: 1/2" = 1'-0" CENTER TRIM E LANDING ON FRONT DOOR / OPERABLE SIDE OF SLIDER EQ. EQ. 11 LINE OF NERVESTRAL BEHIND BOTTOM OF SIDING 5GD PER PLAN OPERABLE! PANEL I --------I----------I-I EQ. FRONT PORCH 0$1 PATIO Q. 3'-0 LANDING TYP. @ BACK PATIO's Q. FIXED PANEL 24 HEARTWOOD CEDAR TRIM, EQ. ALL SIDES, CAULK/SEAL 01 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 THRESHOLD ZLANDING PER PLAN. POUR AGAINST NERVESTRAL 2x6 HEARTWOOD CEDAR -- - TRIM w/ FLASHING @ NERVES TRAL HOUSE INTERSECTION, -LANDING PER PLAN WHERE OCCURS a (MIN. 3'6', TYP.) ° ��' ' /_� ! 4 OF STEPS TBp BY LINE OF NERVESTRAL MUD SILL SITE CONDITIONS I I CONC, WALL .P SLAB ON GRADE,' SEE DW FOR FRONT DOOR AND FRONT PORCH DETAIL EXT. LANDING DETAIL @ SLIDING GLASS DOOR, TYP I� SCALE: N.T.S. 36' -011 I1' -6"ol 24' -611 4'-q" 4'-0" 2'-q" '-7y" 61-011 51-3" 8'-011 3'-7%al lo 3'x3'6 24" x36" HEAT W12 CONC. PUMP BASE STEP A4 LANDING 4036 XO � FLOOR ABOVE r------- U �- - �' 60610 GD. S.G. 8050 XOX INSTALL (2) 2x6 STACKED i DW AIR DW ACTIVE BLKNG FOR RANGE HOOD i GAP, DW BOTH SIDES SIDE OF CENTER KIKITCHEN 1 STUD @ +68"00 10'7x1612 NOOK LIVING CENTER o 9'844 141546'2 7" STUD BAY I V.T.O." ON RANGE MIN. 100 " O.H. SEE CAB --I CFM (TYP.) N _ LAYOUT 22 ELECTRIC FOR LOC i D < 1 10 FIREPLACE o 61-11 CNI A1-011 C T v lo 'i N� I 2'-q3/" 2'-4%81 ol 12" SOFFIT O v N SD PANTRY loll, 0)14 =K4 REFER �, 5'-0" IV-10" () -- - - -----L W/S 4 C4 3q" OPN'G 24L.B.W. _ 26 L.B.W. 26 L.B.W. 12" SOFFIT 6'-10" H R �j 2 N 5'-2" � 3'-" 7 48" VANITY T BI-PASS �� o DINING H5 3/4 BATH O Hs 6'8x13'1 1116x 14' 10 2668 N TB v = HS---- I 51-t1/11 ��71-r14211QQ VVQQ i � W . I . C . D15 38"P GWB PAL WALL I CD I I �, A5 ALL SPEC LE ELS 286 i 2668 46611 1 I 1 I 1 -1Q 0 2666 o _ CPT DN 38" PALF SD IOTv Lu (LANDIN) qT BT 7T 6T 5T 4T 3T 2T IT 16R 15T WALL PER n' `1 LU SPEC N o o �? 3'-611 x6 L. .W. _I LO N aO v ov IIT ILI- 12T UP BEDROOM 4 r �Q I3T 17R 16T � 12' qx 13' 1 cry I 14TS 00 IIT 10T 9T BT 7T 6T 5T 4T 3T 2T IT N 1014y11 -� LU " � CO LL t; EGRESS I I 8050 XOX I LINE OF LOWER LEVEL BELOW 016 SF 4 CEDAR D 6" IN OPEN RAIL, TYP 1 AILING GUARDRAIL 2C ESIGN t DETAILS 1'-IV4' 2'-1011 II_1i7411 31-011 QI-OII 31-011 Ile 11 151-dill 61- 211 14'-011 CIAN FLOOR PLAN: jCj ELEV, SCALE: 1/4" = 1'-0" 0 O V NCL_ 0 o� CN .]�mmw•. w�_ W RESUB Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z �z co O z � O LU z_ � v 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 s0. FT.: 204 MAIN LEVEL SO. FT.: 1377 UPPER LEVEL SO. FT.: 1383 TOTAL AREA 50. FT.: 2g64 GARAGE AREA 50. FT.: 662 NEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: 12 = 1'-011 SHEET CONTENTS: 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 26STUDS @ 1611 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(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 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 11. SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS TUB OR SHOWER. [R314] 12. IONIZATION SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 20 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. IONIZATION SMOKE ALARMS WITH AN ALARM -SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. 24. PHOTO ELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE [R314] 25. GARAGE NOTE: WRAP ALL WARM WALLS AND SUPPORTING MEMBERS WITH 1/2" 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' SWEETS 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 -117- i�; -N BOTTOM OF _F---II I II NICHE TILE (3) LAYERS I" POLY -ISO RIGID APPROX. STUD INSULATION, EXT. LAYOUT WALLS ONLY _ SHOWER DOOR - CID LID FIELD TILE II III - V �4 I SHOWER PAN SECTION ION A -A 2x6 or 2x4 2x8 WALL (@ EXTERIOR WALL) WALL PER PLAN BACK WALL OF SHOWER, TYP. � S� ON ER SOAP NIC IE SCALE: NITS DOUBLE RIM OR PROVIDE SPLICE ADD FLAT 2X4 THROUGH �4ux611 JOIST @ 51 O.C. STT HR5416Z. All ATTACH TO 2x AND TO STAIR RIM Y 11x3V2 2 2 SECTION THRU WALL CAP PER PLAN A 11`41 F-NIVN VNALL) LO 0 O U C.n�_ 4' -411 2x4 SOFFIT 16'-212" 8' -0'1 8046 XOX (EGRESS) _ BEDROOM 1 15'9x1612 s C0 0 Q. N N 104 CID CID o O X LOFT 11'4x1311 � I HALF WALL FRAf� I NG � CAP DETA I L 0 m - PROVIDE MIN. 30" ATTIC ACCESS HEADROOM CLEARANCE. SHEATHING ON ao - TRUSSES MUST BE OUTSIDE OF =� INSTALLED @ 24" O.C. TRUSS MEMBERS o X XXX 5/4 TRIM- I-GHB uwo ATTIC OR SIM. ACCESS LID D3q ATTIC ACCESS DETAIL _ r ticr m �n 0 N m 36' -011 01 lq'-9V211 3'-0y" 5'-loll 5'-011 8'-11211 10 FREESTANDING TUB. SIZE PER SPEC. (PROVIDE 5040 XO TEMP. LIMITING VALVE SG, OBS PER 2018 UPC 409.4) R ® o ® T - 48" VANITY O 48" VANITY 2 B5 F HS BATH 1 2 2x8 WALL CPT G' 5 x 1 g I 1 w/ SOAP 2868 N NICHE N 2468 ACTIVE CID CID n ; 1 --,I s ; s I--, S N j " N.I.C. i n L, 5'2617 5'247 3 L----w/s(i j ---- Ea. Ea. 4/0 SD BI-FOLD O 61 II ' 51_7�11 71_0 II co _� 2'-Of 2'-6411 I I I I I I I I I I I I I I I� ^I I� �I 13 3 I I I I I I I I I I I I I I I MECH. j F. .U. CLOSET I ----JI 1 40"H GWB 24 HALF (ALL SPEC LEVELS) 7'-4" 3T 2T IT LO DIN 4'-111 _01 17R,16T 71_V211 11 01 4T (LANDING) 38" HALF WALL PER SPEC 11111-1111111 2646 PIC 2646 PIC 2646 PIC S.G. S.G. S.G. 5'-7'1 INSTALL 18"xG" TRANSFER GRILL ABOVE DOOR (MIN. 100 SQUARE INCHES) N31�� r, 71_W11 I vI I I � UTILITY A 6111X7'4 I > CID I 3 0 0 L" LU m _ Z� �o 2646 PIC �SD 2668 26687 HIS CN N v N BEDROOM 2 0 LU 11'5x13'1LU HALL BATH 51X1311 60" VANITY ® ® R6K Lr> TB 34"x60" TUB/ 3HOWEF ------ 4/0 O SD Ea' BI-FOLD 5 -q1 71-q"q�n�� =ABOVEDOOR BEDROOM 3 11'Gx13'1 EGRESS 8046 XOX 3n 3n AILING GUARDRAIL 2'-611 IESIGN t DETAILS 01 31-7%411 8'-011 3'-0/" 2'-7%" 2'-611 2'-0/" 31-011 8'-0" it 31-011 14-10" 7'-211 14'-0" 11 10 36' -011 UPPER FLOOR FLAN: Cl'ELEV. SCALE: 1/411 = I'-011 LO 0 v 0 v 0 1 v LID RESUB Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT co:K o z � z_ COPYRIGHT NOTICE: T14I5 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 SQ. FT: 204 MAIN LEVEL 50. FT.: 1377 UPPER LEVEL SQ. FT: 1383 TOTAL AREA 59. 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: 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 4 ITEMS ` ROOF VENTILATION CD 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 3' OF EAVES & 40-50% WITHIN 3' OF RIDGE LOWER VENTING REQUIRED: 50-60% OF VENTILATION REQUIRED BIRD BLOCKING: 3.70 SQ IN NET FREE AREA PER LF ((3)-2" DIA SCREENED HOLES, EA TRUSS BAY) LF OF BIRD BLK'G PROVIDED: 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: 7 ROOF JACK VENT'G PROVIDED: 350 SQ IN TOTAL LOWER VENTILATION PROVIDED: 551.5 SQ IN (68.8%) 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: 5 TOTAL UPPER VENTILATION PROVIDED: 250.0 SQ IN (31.2%) TOTAL VENTILATION AREA PROVIDED: 801.5 SQ IN VENTS4- (13 P7CNES: G' ELEV, ROOF VENTILATION CD ELEV - FRONT LOWER ROOF STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY ATTIC AREA: 158.0 VENTILATION REQUIRED: 76 SQ IN (1 sf PER 300sf OF ATTIC AREA) PROVIDE 50-60% OF REQ'D VENTILATION WITHIN 3' OF EAVES & 40-50% WITHIN 3' OF RIDGE LOWER VENTING REQUIRED: 50-60% OF VENTILATION REQUIRED BIRD BLOCKING: 3.70 SQ IN NET FREE AREA PER LF ((3)-2" DIA SCREENED HOLES, EA TRUSS BAY) LF OF BIRD BLK'G PROVIDED: 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 LONER ROOF FLAN UPPER FLOOR PLUr51NG DRAN LOCATIONS: C' ELEV.- SCALE: 1/4" = 1'-0" 0 P.T. 2x2 NAILER FOR GARAGE WRAP t SIDING ATTACHMENT ELEVATION PLAN VIEW GARAGE WRAP $ SIDING NA LER's @ TALL GARAGE PIERS SCALE: 3/4" = 1'-0" SYMBOLS $ LEGEND 0 SMOKE DETECTOR BIRD BLOCK OR SMOKE/CO2 DETECTOR SOFFIT VENT LOCATION �H NEAT DETECTOR/ALARM AF50 ROOF "JACK" AIR VENT. (w/ CUT-OUT SIZE $ 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 (LU CUT-OUT SIZE 4 SHAPE ANCHOR BUCK -OUT WHEN WALL LENGTH IS LONGER THAN 6' P.T. 2x2 NAILER FOR GARAGE WRAP t SIDING ATTACHMENT (CORNER CONDITION) PLAN VIEW AREA OF M RAISED STEM RAISED STE WALL WALL: S D N� NA LER D�� SCALE: 3/41 �I CO LINE OF DRAFT IIII STOPPING AT r FLOOR TRUSSES: FLOOR TRUSS MFR TO DESIGN TRUSSES FOR BLOCKING LU 2'-114° - I ;,,CR-WL SPACE VENTS, DONNSPOUTS I DRAVS): 'C ELEV.- SCALE: RESUB Jun 15 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 SQ. FT: 204 MAIN LEVEL SQ. FT.: 1377 UPPER LEVEL SQ. FT: 1383 TOTAL AREA 59. 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" = 1'-0" SHEET CONTENTS DOWNSPOUTS, VENTING, PLUMBING DRAIN(S): 'C' ELEVATION /47 POWER "WHIP" +86" HOOD +78" RANGE +I8' RAILING / GUARDRAIL DESIGN t DETAILS UPPER FLOOR ELECTRICAL PLAN (ALL ELEVis SIN.) SCALE: 1/4" = 1'-0" 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 �1%= N FLOOR ELECTRICAL PLAN (ALL ELEV's S . SCALE: Y4' = 1'-0" 5TACKED DATA (TDP) JACK t SMURF TUBE ACCESS BLANK PLATE e 6 6 6 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 0E114 IIOV DUPLEX CONVENIENCE OUTLET FOR HOT WATER TANK •H HEAT DETECTOR / ALARM SURROUND SOUND SPEAKER 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 El] ---------- ---------- F ............ RAILING / GUARDRAIL DESIGN DETAILS L�W2�—F�6S�,�IC:-_ PLAN - (ALL ELEV s SIM.I RESUB Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z� C� oTs co z � LLA o LLA �J 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 W5 RIDGE HOMES. 11A PLAN SUMMARY FOR UTILITY LOWER LEVEL OR BASEMENT 50. FT.: LAYOUT, 204 SEE W5/IIA MAIN LEVEL S0. FT.: 1377 UPPER LEVEL 50. FT.: 1383 TOTAL AREA 50. FT.: 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 A 8 - COMPOSITION ROOFING: - TRUSSES ARE STAMPED BY 15# FELT o/ 7/16" OSB MANUFACTURERS ENGINEER SHEATHING o/ ROOF LICENSED IN NASHINGTON 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 w/ R-21 FOIL FACED INSULATION, CLASS I OR II FLOOR JOISTS PER PLAN Y" GNB 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 it 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 %x6 FASCIA- (TYP) 5" CONT. GUTTER 6" MIN. TO SOIL TYP. EXTERIOR NALL SECTION SCALE: N.T.S. II II II II II II II II II II II II II II II II II I II I II I 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 �{— 2x10 BACKING (TYP) \ I � w PLYWOOD Q < ° n \� �\ a ° \ \ HAND RAIL @ _ \ 0 �i 34"-38" \ ABOVE NOSE \ OF TREAD CONNECT STRINGERS D TO RIM w/ ° LS50 TYP ° II II AT STAIRS ADJACENT EXTERIOR WALLS, CONNECT STRINGER TO 26 STUDS w/ 6" SDS SCREWS AT EACH STUD WHERE POSSIBLE, TYP ACCESSIBLE SPACE UNDER STAIRS TO BE 2" MIN GNB �y I I loll MIN. LINE OF CURB WHEN /\ -1 TREAD RAILING OPT CHOSEN \° Lr I hi ° \ � w '`\' N I II ° � II D I I ° 40 NOTE: ALL STAIR CONSTRUCTION, CLEARANCES AND HANDRAIL LOCATIONS PER IRC SECTION 312. ° lx4 STRONG BACK °I 0 TYP STAIR SECTION SCALE: N.T.S. NOTE: CHECK w/ CONTRACTOR FOR UPGRADE OPTIONS CURB TO BE 5" FROM NOSING POWER OUTLET PLASMA PRE -WIRE OUTLET (IN) SMURF TUBE (1)LAYER 1/211 OSB o/ (1) 3/411 LAYER OF - PLYWOOD. PAINTED BLACK W/ TEXTURE BLANK PLATE w/ COAX AND SMURF TUBE 110V DUPLEX OUTLET POWER C PLASMA OUTLET SMURF I (1)LAYEF (1) 3/411 PLYWOOI 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 �� RAP ACC ELEV. � TE UNIT N UPPER RIGHT CORNER �cl � LLLL 7W MAX RISER HEIGHT. SCALE: N.T.S. loll MIN TREAD DEPTH w/ 1 y" NOSE (%" MIN., PROVIDE DRAFT STOPPING (GWB 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 %" MIN. , F REPLACE PLAN V EN SCALE: N.T.S. 45Y2" R.O. 51_�11 11 %" MIN. ELECTRIC FIREPLACE INSERT "SIMPLIFIRE SF-ALL43-BK" 2x4 FIREPLACE WALL FRAMING ?x6 R.O., ALL SIDES 2x4 FIREPLACE WALL FRAMING A -A FRAI I NG SECT ON SCALE: N.T.S. 2x4 FIREPLACE �— WALL FRAMING � a 2x6 R.O., O ALL SIDES fY LU x LU 'IQ 2x4 FIREPLACE WALL FRAMING A -a FRAM NG SECT ON SCALE: N.T.S. NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION It ITEMS RESUB Jun 15 2023 DEVETY OF EDMONDS LOPMENT SERVICES DEPARTMENT �z co o z � LLA z_ � v 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 S0. FT: 204 MAIN LEVEL 50. FT.: 1377 UPPER LEVEL 50. 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: YII = 11_0II SHEET CONTENTS ARCNI7ECTURAL DETAILS NOTE: REFER TO STAMPED 'S' SHEETS PREPARED BY BTL ENGINEERING ° SLIDING GLASS DOOR FOR ALL STRUCTURAL INFORMATION t ITEMS SELF ADHESIVE PER PLAN n MEMBRANE PAN SLIDING GLASS DOOR EXTEND MIN. 6" UP JAMB FLASHING NAIL FLANGE NAIL ON FLEXIBLE GALV 'Z' FLASHING NERVASTRAL TO EXTEND 2" PAST THE INTERIOR \ °A FLASHING 2 MIN FROM TOP OF HEADER \ HEADER OF THE DOOR FLOOR JOIST LEDGER TO LAG SCREW STUD PER PLAN 5/44 CEDAR DECKING ROUGH ROUGH r+ PER PLAN NATER-RESISTI >00 OPENING OPENING BARRIER 2x PT JOIST PER PLAN I JAMB \ JAMB \ a JOINT FLASHING A SILL \ / SILL \ HANGER PER PLAN INSTALL PLANKS IN MODERATE PENETRATION I 611 RIM JOIST PT LEDGER PER PLAN CONTACT BUILDING PAPER SHEATHING PER PLAN 1211 SILL 44� � INSTALLED BEHIND SIDING PER FLASHING 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 • EXTEND THIS STRIP AT LEAST 12" BEYOND THE EDGE OF THE ROUGH OF THE ROUGH OPENING. OPENING. •START JAMB STRIPS 2" BELOW SILL STRIP AND EXTEND 6" DECK LEDGER DETAIL I I SIDING BUTT �JOIN_TF�LAS�PIN�G. I,,I EXTERIOR DOOR FLAS�IING PENETRATION PROTECTION • 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. N.T.S. CENTER TRIM t LANDING ON FRONT DOOR / OPERABLE CONT. BEAD OF SIDE OF SLIDER HEAD SEALANT EQ. EQ. FLASHING UNDER NAIL FIN SGD PER PLAN 2" 2" OPERABLE! FIXED PANEL PANEL CUT AWAY WINDOW EXCESS WINDOW LINE OF BLDG. PAPER FRAME OR NERVESTRAL I I 2x6 HEARTWOOD CEDAR TRIM, FRAME OR I BEHIND ; ; EQ. ALL SIDES, CAULK/SEAL SIMILAR @OPENING SIMILAR 5-0 TO NOSE BIB EQ. 1-£ EQ. OPENING I OPENING lo 3'-6" TO BDINOM OF i I POUR ANDDING TYP *NOTE: SEAL ALLAGAS— J C.L. OF I ; ��` I NERVASTRAL EXPOSED FASTENERS BUILDING-- BUILDING PAPER PRONTO I FRONT PORCH 0 PATIO PAPER TYP. lo BEND lIe ELECTRICAL V-0 LANDING TYP. SHEATHING PER PLAN BACK PATIO's SHOULD ALWAYS LINE OF BUILDING PAPER TYP. METER MAIN Q. @BACK PATIO's BOFPOURED FlXEDTHE SIDE OF THEDIRECTION INSULATION BLDG PAPER NAIL FLANGE UNDER SILL STRIP ® FRONT PRONTO BEND 24 HEARTWOOD CEDAR TRIM S.G.D. WHENEVER POSSIBLE PER PLAN INSTALLED ON DOOR � (O.IgRO IOD ING II ,� ROLL) STEP 3 STEP 4 CORNER EXT. INSTALLED HOUSE THRESHOLD LANDING PER PLAN. POUR • APPLY A 3/8 CONTINUOUS BEAD OF CAULK TO THE BACK OF THE FRAME • APPLY THE NEXT COURSE OF BUILDING PAPER (BUTTING TO THE co OF HOUSE AGAINST NERVESTRAL 2x6 HEARTWOOD CEDAR " SIDING PER PLAN I-I/2 GAP NAILING FLANGE AT ALL SIDES OF THE WINDOW FRAME OPENING) OVER THE JAMB FLASHING MATERIAL. 30# FELT PAPER -- 2------------- TRIM w/ FLASHING @ -� 0 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 ('"11 . IIx3' Tl'P.i I,' _ �t/i ROOF SHINGLES • NAIL WINDOWS PER WINDOW MANUFACTURER'S SPECIFICATIONS 1/2 PAPER WIDTH. - OF STEPS iBD BY �� I LINE OF NERVESTRAL • STARTING FROM THE BASE OF THE WALL, APPLY BUILDING PAPER UNDER GROUNDING FLASHING MUD SILL SITE 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 PRONTO BEND CONC. WALL SLAB ON GRADE ABOVE THE SILL AND BETWEEN THE JAMBS OF THE OPENING. �J \ III • ADD FORTIFLASH STICK FLASHING @ BOTH SIDES OF WINDOW FORTIFLASN o/ FLASHING GUTTER PER AND MOISTOP. TURN q" MOISTOP PLAN ROOF TRUSS -III—III—III—III-III-III—III —1 AND FRONT PORCH DOOR • APPLY SLOPED 28 GA.. 2" BACK, PREFINISHED METAL FLASHING TO OPENING. FORTIFLASH 1" ONTO PANEL, ROOF SHEATHING PER PLAN •APPLY 6 FORTIFLASH OVER TOP HEAD FLANGE OF WINDOW. EXTEND PAST ALL SIDES t CORNERS. FLASHING FASCIA PER PLAN EXT. LANDING DETAIL ROOF TRUSS JAMB FLASHING 2. 2x2 TRIM @PERIMETER TYP. W13 GLASS �TY�PNGDETAI LAVE WW1 WALL FL AS�IN G W1� S AN ARD FLASPI NG MATERIAL APPLICATION AT OPENINGS 0I LID 60 MIN. BLDG SF TI.SCALE: N.T.S.OPENING FOR ELECL 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 ELECTRIC METER $ POSE BIB PER SPEC TRMANT P R ELEVATION � GYP. BD. ND. FRAME WALL SIDING PER PLAN LOCATION(NO�GSMETER (WHERE APPLICABLE) ! INSULATION PER PLAN BUILDING PAPER TRIMMER I (WHERE OCCURS) R-10 INSULATION MOISTOP (SEE DETAIL WI10 W5 SCALE: N.T.S. GYP. BD. - IMOISTOP (SEE DETAIL BEHIND HDR, TYP @ FOR INSTALL) 410 FOR INSTALL) KING STUD ND. FRAME WALL ALL HDR's MIN. 1/4" GAP BTWN SIDING COPYRIGHT NOTICE: THI5 SEALANT � 'I I ,I PER PLAN GYP. BD. �� AND FLASHING RIDGEHOMES. PLAN I�EEUSE OF THIS BY PACIFIC OVERLAP MIN. 18" EXT WALL PER FORTIFLASH ON ALL MOISTOP (SEE PLAN IS PROHIBITED BY LAW PLAN SIDES OF WINDOW V FLASHING TURN DOWN WITHOUT PAYMENT OF DETAIL A 7/16" PLYWD. SHEATHING HEADER PER PLAN 1/4" AT EACH END LICENSE FEE TO PACIFIC SIDING PER PLAN FOR INSTALL) � i 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 HOSE BIB SIDING PER PLAN 7/16" PLYWD. SHEATHING SIDING PER PLAN ) 1 SEALANT LOWER04 OR ��'� �' �` SEALANT 204 8'-6" 70 C.L. 2x2 PRIMED TRIM (W EREEAPPLICAB �) FORTIFLASH ON ALL WINDOW FRAME OF PRONTO BEND SIDES OF WINDOW MAIN LEVEL 50. FT.: lo 3'-6" 3'-0" 10 W� �1151DE CORNER W8 WINDOW SILL C@ WOOD FRAME WALL 7 WIN��lOAMB DETAIL W� WINDOW IEAD DETAIL 1377 EDGE 70 EDGE 70 oe EDGE EDGE UPPER LEVEL sa. Fr: : 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 A7 GARAGE NOSE s „ OFF ADJOINING ROOF) r,'ri r POINT LOADS ABOVE VENTS) HEAT SOURCE: /s x 3 LAG SCREW , , rig SIDING PER PLAN '� ELECTRIC BIBB METAL FLASHING 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" TtG SUBFLOOR ENGJWA ROD 12" FROM -_ STUDS 1" MIN., TYP. @ SHEATHING (SIDING CUT i i i i FLASHING BTL PRONTO BEND I/3 AND 2/3 H7 OF AWAY FOR CLARITY) ; w I I = 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 - REwsION: AND MOISTOP. TURN x 16 GA. STRAP MIN FORTIFLASN 1" ONTO PANEL PURPOSE IS TO SHED THE @FRONT ELEVATIONS WATER OFF THE ROOF AND �. GENERAL SCALE U.N.O. I II ALL SIDES t CORNERS. 2/3 HT OF NW7 FLASHING KEEP IT AWAY FROM THE PERROOFSPEC.SPINGLES RIM PER PLAN SCALE: IV 2x2 TRIM @ PERIMETER �� TYP. VERTICAL WALL BENEATH). P.T. MUD SILL U a SWEET CONTENTS: 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 CLOSER THAN 3' TO GAS METER# INTRUSION DIRECT VENT, RANGE VENT, METER MAIN 7/16 OSB ROOF () DETAILS 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 RESUB SWEET NUMBER: SEE DETAIL W10 FOR MOISTOP INSTALL INSTRUCTIONS OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION, A PERMANENTLY Jun 152023 ONDS *NOTE: SEAL ALL ATTACHED BAFFLE SHALL BE INSTALLED AT AN ANGLE OF 30° FROM HORIZONTAL TO CILOPMTY OF ET REV! DEVELOPMENT SERVICES DEPARTMENT 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 EDMONDS UA Reduction = 54.26, Proposed UA is better than baseline by 11 % Contact Information UA-reduction meets selected Option 1.3 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 acifcrid 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 referred 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 = FlatlVaulted Ceilings U = Wall (above grade) U = Floors over Crawlspace U = Slab on Grade F = Below Grade Wall U = Below Grade Slab F = Baseline U Area UA 0.300 20 6.0 0.500 0 0.0 0.300 449 134.6 0.027 1,480 40.0 0.056 2,885 161.6 0.029 700 20.3 0.540 204 110.2 0.042 0 0.0 0.570 0 0.0 Proposed Design U Area UA 0.300 20 6.0 0 0.0 0.280 449 125.6 0.027 1,480 40.0 0.054 2,885 155.8 0.025 700 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 6.0 Proposed Credits 6.0 from Tables 406.2 and 406.3 UA Percent Reduction 11.5% UA Reduction 54.3 If the Proposed UA:5 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 Aem No. Full Description Select System Type Credits 406.2 Energy Credits 406.3 (406.2 & 406.3) For an initial heating system using a heat pump that meets federal standards for the equipment listed in Table C403.3.2(1)C or C403.3.2(2) OR Air to water heat pump units that 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 5.0 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 do No. Category Select Options Credits Brief Description of Selected Options* 1 Efficient Building Envelope rOption) 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 No ted 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 1.0 Ducts/distribution system in conditioned space per R403.3.7 5.1 Efficient Water Heating ed 0.0 5.2-5. 1 Efficient Water Heating Option 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 Enercly Credits 5.0 `Refer to WSEC 2018 Table R406.3 for compifite option descriptions and requirements TABLE 406.2 FUEV If]RMIALI ATIC}hl CREDITS Sy tem Credits ■ Description f Primary He ting Source All Other Group R-2 2 For an initial he ing sy/tesing a heat pump 1 CI 1.PJ ■ )thatmeetsfed ral stanor the equipment listed in Table C403.3.C403.3.2(2) or Air to water eat pumpat are configured to provide bo heating ang and are rated in accordarr a with AHRI) TABLE 406.3 ENERGY CREDITS r_ REDIT(SI ■ OPTION DESCRIPTION All Other Group R-2 1. EFFICIEN BUILDING YINVELOPE OPTIONS ■ Only o option from tems 1.1 through 1.7 may be selected in this category. nce with th conductive UA targets is demonstrated using Section R402.1.4, Total UA altemative, where (1-(Pro osed LI arget UA i] - the required %UA reduction ■ 1.3 Pr script e compliance s based on Table R4C-2.1.1 with the following 0_5 NIA ■ dfi ions: ,lertica fenestration U = 0.28 : Floor -_";8 ■ Slab n grade R-10 perimeter and under entire slab Bel grade slab R-10 perimeter and under entire slab or ■ mpliance based on Section R402.1.4: Reduce the Total conductive UA 3. HIGH FICIENCY HVAC EQUIPMENT OPTIONS ■ n ne option from Items 3.1 through 3.6 may be selected in this category. 3_Ss ir-source, centrally ducted heat pump with minimum HSPF of 11.0. 1.5 NiA To qualify to claim this credit, the building pemiit drawings shall specify the option being selected and shall specify the heating equipment type and the minimums equipment efficiency. THERMAL ENVELOPE DETAILS - Proposed Design Conditioned Floor Area, Proposed Design 2,964 1 sq. ft 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 8 6 8 18 5.3 FRONT Fiberglass with 10% glazing Custom 0.30 1 3 0 6 8 20 6.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 Sum of Area and UA (excluding exempt door) 20 6.0 Exterior Doors Area Weighted U 0.300 Overhead Glazing Plan ID Component Description Ref. Glazing U Qt. Width Hei ht Area UA Feet Inch Feet IInch Sum of Area and UA 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 Inch Feet Inch Exempt - - 1 FOYER U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 2 2 0 5 e 20.0 5.60 2 BED 4 U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 8 0 5 0 40.0 11.20 3 DOOR U=0.28 (Options 1a, 1.3, 1.7 Table406.2 0.28 1 2 8 6 8 17.8 4.98 4 STAIR U=0.28 (Options 1a, 1.3, 1.7 Table 406.2 0.28 1 4 0 5 0 20.0 5.60 5 DINING U=0.28 (Options 1a, 1.3, 1.7 Table 406.2 0.28 1 6 0 4 0 24.0 6.72 6 KITCHEN U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 4 0 3 6 14.0 3.92 7 SGD U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 6 0 6 10 41.0 11.48 8 LIVING U=0.28 (Options 1a, 1.3, 1.7 Table 406.2, 0.28 1 8 0 5 0 40.0 11.20 9 LIVING U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 2 2 0 2 0 8.0 2.24 10 3/4 BATH U=0.28 (Options 1a, 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 0 4 6 36.0 10.08 12 UTILITY U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 21 6 41 6 11.3 3.15 13 STAIR U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 3 2 6 4 8 33.8 9.45 14 STAIR U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 4 0 5 0 20.0 5.60 15 LOFT U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 7 0 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 0 2 0 8.0 2.24 17 BED 1 U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 8 0 4 6 36.0 10.08 18 BATH 1 1 U=0.28 (Options 1a, 1.3, 1.7 Table 406.2. 0.28 1 51 0 41 0 20.0 5.60 19 BATH 1 U=0.28 (Options 1a, 1.3, 1.7 Table406.2 0.28 1 2 0 3 0 6.0 1.68 20 BED 2 U=0.28 (Options la, 1.3, 1.7 Table 406.21 0.28 1 4 0 4 0 16.0 4.48 21 - - Sum of Area and UA 448.5 125.E Vertical Glazing Area Weighted U 0.280 Vertical Glazing and Doors Area Weighted U 0.281 Flat/Vaulted 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 1 480 40.0 4.2 /AC equipment and associated duct system(s) installation shall comply 1.0 N.-A the requirements of Section R403.3.7. ; Locating system components in conditioned crawl spaces is not permitted ; under this option. Electric resistance heat and ductless heat pumps are not permitted under ; this option_ Direct combustion heating equipment with AFUE less than 80% is not permitted under this option. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ; d u ctwork . 5. EFFICIENT WATER HEATING OPTIONS O n ly a n e optio In from Items 5.2 through 5.6 may be selected in this category. Item 5.1 may be combined with any ■ S.5 ter heating system shall include one of the following: 2_D 2.5 00 ectric heat pump water heater meeting the standards for Tier III of EEA's advanced water heating specificatien or For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier III of NEEA's advanced water heating specification, shall supply domestic hot water to all units_ If one water heater is serving more : than one dwelling unit, all hot water supply and recirculation piping shall be MW insulated with R-13 minimum pipe insulation. Toqualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the abater heater equipment type and the minimum equipment efficiency- 01 NOTE: REFER TO STAMPED IS' SWEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION * ITEMS Walls (Above Grade Plan ID Component Description Ref. Wall U Net Area UA R21 cavit +RO foam INT 2X6W La Code Baseline 10-5 0.054 2,885 156 Sum of Area and UA 2,8851 156 Floor (over crawl or exterior) Plan ID Component I Description Ref. Floor U Area UA R38 vented Joist 16oc (Options 1a-1c, 1.3-1.5 10-3 0.025 700 18 Sum of Area and UA 7001 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 of Perimeter and FP 204 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 UA 1 01 0,01 1 0 0 Ventilation Requirements Number of Bedrooms Run -Time Percent in Each 4-Hour Segment Is the system Balanced? Is the system Distributed? Ventilation Code Section Whole House Mechanical Ventilation Airflow Rate 5 50% Unbalanced Distributed Verify system meets definition of'Distributed Whole -House Ventilation' IRC, Chapter 15 888 CFM HVAC Thermal Distribution System Download RS-33 (2018) htt ://www.ener .wsu.edu/Documents/Duct%20Testin %2OStandards°/D2 Is this a hydronic heating system? INo Location of Ducts I Conditioned Space Location of Air Handler Conditioned S ace Is Duct Testing Required? No Option 4.2: A maximum of 10 feet of return ducts and 5 feet of supply ducts are allowed to be located outside of the building thermal envelope, if insulated and sealed per R403.3.7. Show Heating System Sizin ? -. - Heating System Sizing - Proposed Design Try Out BetterBuiltNW's HVAC Sizing Tool: hftps:Hbefterbuiltnw.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 ft. ceiling height HVAC System Type Location of HVAC Distribution System Sum of UA, including exempt door and window Envelope Heat Load Sum of UA X AT Air Leakage Heat Load ((Volume X 0.6) X AT) 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 1A 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 ft3 Heat 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(I ) 2018 WSEC WHOLE HOUSE MECHANICAL VENTILATION AIRFLOW RATE VENTILATION NOTES AND STANDARDS: (VENTILATION RATES IN TABLE ARE MINIMUM OUTDOOR AIRFLOW I. WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY A CENTRAL RATES MEASURED IN CFM) EXHAUST FAN IN ACCORDANCE WITH M1505.4.1.1. �O2. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY. WN HOUSE NAME: 3. WHOLE HOUSE FAN CFM RATE BASED ON TABLE M1505.4.3(I). EXAMPLE: 70 CFM FOR 4 BDRM 2600 SF HOME, AND THEN INCREASE BY FACTOR OF 1.5 PER TABLE M1505.4.3(2) TO ACCOUNT FOR WHOLE HOUSE FAN CFM CALL: 70 CFM X 1.5 = 105 CFN S NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM. 4. WHOLE HOUSE FAN SHALL BE 1.0 SONES OR LESS, AND SHALL HAVE TABLE fI ISWS.4.3(1) AN EFFICACY OF 2.8 CFM / WATT PER WSEC R403.6.1. W"OLE-HOUSE MECHANICAL VENTILATION Alimow RATE 5. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE Number of Ile Dwelling {roil Ft94r Area (equara foot) 0• f 2 3 4 S pr mare Afrnow in Om ,C 501} 30 3D 35 45 50 501 • 1.000 30 35 40 50 55 4.OQ1 • 1.SOD 30 40 45 55 60 1.501 - 2,01?p 35 45 50 60 85 40 50 55 70 2 501 •3 090 45 55 5o 76 75 3,001 Gait 50 60 6S 75 t30 3,501 - 4.0W 55 65 M go B5 4,001 - 4,5m 60 70 75 65 9D 41501 - S,OOb us 75 80 80 95 WINDOWS PER STATE CODE INTERPRETATION 17-15. 6. LOCAL EXHAUST FAN RATES ARE AS FOLLOWS: KITCHEN - 100 CFM INTERMITTENT. BATHROOMS/TOILET RMS - 50 CFM INTERMITTENT. 7. HEATING DUCTS ARE NOT ALLOWED TO DISPLACE REQUIRED INSULATION WITHIN THE EXTERIOR WALLS, FLOORS AND CEILINGS. 8. PER IRC M1502.4.5.: WHERE THE DRYER VENT EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6FT OF THE EXHAUST DUCT CONNECTION. 9. THE BUILDING'S THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQ'MNTS OF SECTIONS R402.4.1-R402.4.4. AIR LEAKAGE RATES TO NOT EXCEED 5.0 A.C.N. (R402.4.1.2) 10. ENERGY CODE COMPLIANCE CHART WITHIN 3' OF ELECTRICAL PANEL. 11. A PROGRAMMABLE THERMOSTAT IS REQUIRED. MiSOS-4.3.1 Veniflatlnn quality adjustment. The rniinImum whole house ventllatiun fate from Section 12. A MINIMUM OF 75% OF ALL LIGHTING MUST BE NIGH EFFICIENCY 730b_i_3 sr►au M adjusted by Ukf! system menieb Tit to rabic RAVA15_4_3[2) based on IRe sysem type nol meeting ine de irlilion of a ba&ncad*ho)e hci a venfiilafFon systern ancror not meeting the deirrilion of a tiixMb�+fed wflo/e hose trenf//anon 5y5lern, TABLE M1505.4-3(2) SYSTEM COEFFIC#ENT (Clygeem) Systern Type Di6tributed Not Qrstrl}Sutad Ealamed 1.0 1.25 Not balanced 1.25 1 5 VENTILATION SCHEDULE I NUTONE OR EQUIV 1.0 SONES CFM RATE PER GALL. 02 NUTONE OR EQUIV 1.5 SONES 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.) RESUB Jun 15 2023 CITY OF EDMONDS DEVELOPRVICES DEPARTMENT CO z � LLI LLA z_ � v COPYRIGHT NOTICE: T14I5 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 SQ. FT: 204 MAIN LEVEL SQ. FT.: 1377 UPPER LEVEL SQ. FT: 1383 TOTAL AREA 59. FT.: 2g64 GARAGE AREA SO. Fr.: 662 NEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: y" = 1'-0" SHEET CONTENTS: 2018 WSEC CREDIT OPTIONS 4 CALC's A I I 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, Sps 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-18el 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,l 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 3%4" Sheathing Nails 8d Common 0.131"0 x 2%2" C _o w � r �a Co W Z �o o r Z �N W " W- UZ o � rr LU � -0 LL T = > Q LU 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 �MM� Z 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 notes. Two studs minimum shall be at the ends of all walls, at O plan provided 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. U) W CO o p O:-> J Z 0 Q LL J O W� Z � z W O (D U F U Z) 0 U) Z) Un � RESUB Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N w o � N o N w ry CRAWLSPACE VENT PER ARCH'L - SEE 20/S07 TYP. 9 S07 2 S08 BALLOON FRAME TO UPPER FLOOR W/ (2) 2x6 @ 16"oc 5%2 x18 GLB RIM - (BOTT. AT 8'-1Y8" - PER ARCH'L) HUC612 TO POST STEP TOP PLATE RAISED PLATE AT ENTRY/FOYER PER ARCH'L 11 S09 ::8 SLAPOR-02 4 8 S07 S07 KITCHEI ISLAND AB` 1212X6 14 S08 TRUSS BLOCKING PER 10/S08 HIGH 5%2x18 GLB (F) (BOTT. AT 12'-0" PER ARCH' HIGH MONO TRUSSES @ 24"oc SHTG LEDGER STEP TOP PLATE HDR I HDR III HDR f 4x8 17 4x8 (DROPPED) S09 (DROPPED) 4x10 (DROPPED) HIGH MONO END TRUSS STRUT TRUSS ' 10 (DRAG LOAD = 8 16 J11V`0 160 PLF) S06 S09 (TOP ONLY EXTEND FULL LENGTH OF EA. SHEAR WALL) 18" OPEN WEB FLOOR TRUSSES @ 24"oc, TYP. 10 S08 MINE` EI . ,�Irl►, ADJUST SPACING AS REQ'D FOR PLUMBING, TYP. (SEE A7 FOR PLUMBING DROP DIMENSIONS) A 6ax18 GLB (F) I�6 GIRDER END TRUSS (3-PLY MIN) - DOUG-FIR LUMBER REQ'D AT END FOR HUCQ HGR -6x6 POST UNDER HIGH GLBITO BOTT. PLATE, (5)2x6 TRIMMER UNDER 5Y2 x12 GLB HDR II II r 5%2 x12 GLB HDR WALL SHTG CONT. +/- 3'-6" LONG THRU CORNER 1 g VERTICAL HTS30C - 20 / S08 GIRDER TO BM i DR S08 f f 5%2x102 GLB 6' L (EXTEND TO CORNERS) 3Y2x18 GLB 'II' �P f W a' S 2x6 LEDGER AT BOTT. CHORD W/ (2) SDWS2240ODB SCREWS EA STUD, 2x4 LEDGER AT TOP W/ (2) 12d EA STUD RIM +/-10'-0" P2-3 PER T /(2) TUD/16" HUCQ412-SDS (5200# LOAD) A 3Y2x18 GLB (F) 13/S07 �36 78, S76 PT 12x8 2x8 LEDGER TREATED 5%2 x13Y2 GLB 12d EA. (UPTURNED 3' ABOVE TOP OF oc. DECK JOIST PER ARCH) 9 S08 S07 2 S08 GIRDER END TRUSS (3-PLY MIN) - DOUG-FIR LUMBER REQ'D AT END FOR HUCQ HGR CANT. PER 13/S07 o (H=4'-6") i3 0O76�s psi o, 0,9O2j J FLOOR FRAMING PLAN NOTES: 1. Floor Sheathing shall be 'W' thick T&G (Panel Span Rating 48/24) with long dimension perpendicular to supports. Glue Sheathing to all Framing Members and Blocking below with adhesive conforming to A. P.A. Specification AFG-01. Fasten Sheathing to Framing with 0.131"O x 2 z" Nails or Simpson WSV #9x2 2" screws as follows: Framing, Edges 6"oc Framing, Field 10"oc Boundaries, Blocking, Struts 6"oc At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing Panel Edges. Fasten Sheathing to Framing and Blocking with 0.131"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 2 z" Nails as follows: Framing, Edges 6"oc Framing, Field 12"oc Boundaries, Blocking, Struts 6"oc At Unframed Panel Edges, provide PSCA Framing Clips centered between each Framing Member. See Drawings for other Sheathing Nailing requirements. At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing Panel Edges. Fasten Sheathing to Framing and Blocking with 0.131"0 x 2%2" 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. LEGEND XX SX.X P1-X (F) PT. LID. HDR DETAIL CALL -OUT SHEAR WALL BELOW PER SCHEDULE OF 1/S06 SLAB -ON -GRADE PER FOUNDATION PLAN BEARING OR SHEAR WALL BELOW SILL PLATE BELOW BEARING OR SHEAR WALL ABOVE FOUNDATION WALL BELOW RAISED FOUNDATION WALL FLUSH FRAMED (BOTTOM FLUSH W/ BOTTOM OF FRAMING) POST BELOW BLOCK THRU FLOOR FOR POST ABOVE HEADER PER PLAN NOTE 10 RESUB Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT _o W � r �a G) W 7' [7 ❑ Q o z F--- Z �N W " W — � _ o � � 2 � LA _0 LL T z > Q uU 3j r V O a _ J ww F o� �m n UJ UJ U J Q 5 m U) I- 75 Of w a N w o I- N Q M 0 N U) 0 z 0 2E 0 LJJ 0 U 0 U_ 0 U) S03C 0 1 2 4 8 16 1/4"=11-0" 7L7mL=�� 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 "xY4' 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 0 -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.] 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 a / 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 478-plf 820-plf 669-plf 1 LTP4 @ 7Y2" oc 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 f 900-p733-p1f 900 pf P2-3 2 SIDES 3" oc 3x (2)2x 3x (2) Rows, 3" oc and 5 / O @ 22" oc MASAP @ 11" oc 733-plf LTP4 @ 14" oc P2-2 2 SIDES 2" oc 3x (2)2x 3x (2) Rows, 2" oc A35 @ 8" oc and e / 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. �2 (SECTION 4.3.7.1.2. & SECTION 4.3.7.1.3) 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 2Y2'. PLYWOOD EDGE NAILING SHALL BE STAGGERED. NAILS SHALL BE LOCATED AT LEAST %" FROM THE PANEL EDGES. ADD'L FULL I HEIGHT STUD 13 --- L7IIl0 = L7IIT1TIIl�� I -------- ---------- --- ALT.aSTRAP LOCATION I 0 HEADER PER PLAN I PANEL EDGE NAILING 0 FULL HEIGHT 0 CS16x36" STRAPS @ WINDOW CORNERS (APPLY OVER SHEATHING) 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 Fx 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 UUMN F'tK .AN (WHERE OCCURS) SCE NAILING PER TEAR WALL SCHEDULE )LD DOWN AND ADD'L 'UD PER PLAN (HERE OCCURS) UDS PER PLAN 3 /II MIN )IATE NAILING (12" oc) 'ER 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 2Y2" NAILS AT LTP4 CLIP WHEN INSTALLED OVER Y2" SHEATHING. 02 LAP RIM OPTION LAP PLATE OPTION 02 v 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 Y2' 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 Y2" 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 Y2" 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) RESUB Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 0 0 W t ry P D Lo00 W �z 17 �► u] a 2 r Z W U. " W— Lo IL w � V Q O a _j J Q. LULU = w �_ o� in m n V J Q w 0 i E Z O W J W 0 U U) 0 O G w IL O U Z 0 U_ 0 U) S06 c ADJUST STUD FRAMING �AS REQUIRED II II II II II 1 II MUDSILL PER PLAN Ad LOCATE VENTS BETWEEN° ° ° TOP & BO ° TRUSSES & 1'-0" MIN. FROM ° ,° ° BOARD PE ° d HOLDOWNS & POINT LOADS ° d° ° d d a ° ° d °d d ' d ° ° °° ° ° d ° ° a a ° a ° °° A e° a d a s d ° ° d a ° a ° ° ad a ° °° ° d ° ° a °a a ° °a a ° a ° d a d ° ° ° da ° ° d ° d ° ° ° d d FOOTINGS AND STEM WALLS PER PLAN POST PER PLAN SLAB -ON -GRADE PER PLAN - a 0 1 °. �I III III,,,III . • , d r 'T. RIM R PLAN PC POST BASE PER PLAN W/ ALL -THREAD (SIZE PER MFR) AND 2Y2" 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 NORMAL FOOTING REINFORCING 12d @ 6"oc BOTTOM PLATE NAILING DIAPHRAGM BOUNDARY NAILING SHEATHING PER PLAN Lj STRONGBACKS PER TRUSS MFR TRUSSES PER PLAN 1616" VERSA -LAM / 1Y4" 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"0 x 2" MIN. CONC. NAILS TO FTG) REINF. PER PLAN T!-%m =InIr =m 19 .1 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 - i�e d P.T. 2x6 MUDSILL PER 1/S07 STEM WALL & FOOTING PER 1/S07 A a � BEARING WALL (WHERE OCCURS) POST PER PLAN (2) LAYERS BLDG PAPER BTWN POST AND CONC. FOOTING PER PLAN A CONT. TOP PLATE PER 18/S06 O / O /o .o D' o/ O / O PANELEDGE 01 1 I NAILING I I I I° ° I I I I I 1 I 1 °I -- 0 8 0 -° - - - ° PANEL EDGE NAILING FULL HEIGHT ° (HALF EA. STUD) o _ o _ O o _ o _ O HEADER PER PLAN I ° o ° l011 O (EXTEND TO CORNER) ° PER PLAN ° ° ° ((2)2x MIN.) ° (2)2x ADD'L STUD o oz QJ o D_ HOLD DOWN PER PLAN o of (APPLY OVER SHEATHING) o a ANCHOR BOLTS PER 1/S06 PER PLAN P.T. 2x6 MUDSILL LINO 0 0 d so o o o o l. 0 Y L Y #4 @ 16"oc, 8" STEMWALL UNO 10O d° HORIZ d d d ° 1%" TYP. ° #4 @ 16"oc, VERT FOOTING PER 1/S07 d ° d ° (HOOK AROUND :�� d FTG. REINF.) ° a ° d d d ° ° d ° d 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%" (10dx1Y2") 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) 17 (2)2x STUD - NAIL SHEATHING TO EACH MEMBER w/ HALF OF SHEATHING NAILS II STRAP HOLD DOWN PER PLAN APPLIED OII VER SHEATHING ANCHOR BOLTS PER 1/S06 II *NO NAILS I STEM WALL PER BOTTOM 2 FOUNDATION PLAN HOLES* II I d a d ° Ij,l I° ° d° I d d d ° d d < CD1y2,. ° d ° d d d d 44 d d ° Q ° d ° ° d ° d d ° d d 2x STUD WALL PER PLAN (2) 2x6 PT MUDSILL SLAB -ON -GRADE PER PLAN • , d P 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 I STRONGBACKS PER d l TRUSS MFR pal TRUSSES PER PLAN (2) LAYERS BUILDING PAPER END TRUSS w/ STUDS @ 16"oc ° BETWEEN TRUSS & CONCRETE WALL d ° STEM WALL & FOOTING - d PER 1/S07 SLAB -ON -GRADE PER ARCH'L DRIVEWAY PER ARCH'L • A < . • . , ° COMPACT STRUCTURAL d a °D d ° FILL REINF. PER 1/S07 E•1 4 3 2x STUD WALL PER PLAN MUDSILL PER 1/S07 1 SLAB -ON -GRADE PER PLAN III 9 X _x_x ° ° �'�I III 111,,111= d° d d ° ° ° 17 %" O ALL -THREAD W/ PLATE WASHERS PER 1/S06 AND 2Y2" 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 II STRAP HOLD DOWN PER PLAN APPLIED OII VER SHEATHING ANCHOR BOLTS PER 1/S06 II STEM WALL PER FOUNDATION PLAN ------- I ° la II I d ® jl d a jl a d° d d ° I° ° dCD a ° d d d 41 a ° d ° d d ° d d d d 16 (2)2x STUD - NAIL SHEATHING TO EACH MEMBER w/ HALF OF SHEATHING NAILS II STRAP HOLD DOWN PER PLAN APPLIED OVER SHEATHING II SOLID BLOCKING ,�� I 12" ------- I ° Id I 1 e ° II d .4 II d ° a W. ° a° Id/"d° d d M WALL PER d d FOUNDATION PLAN O d 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 - 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 4�2" 6" 4�2" TYP. V-3" SEE 5/S10 WHEN UNBALANCED FILL > 4'-0" C� Z_ R SUB Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 U) 0 z O 0 U^ W v J LL J O U W o U_ 0 U) D S07