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APPROVED PLN BLD FIR-RESUB 1-BLD2023-0069+Architectural_Plan+6.15.2023_3.26.04_PM+3612506ABBREVIATIONS ADJ. ADJUSTABLE HR. HOUR A/C AIR CONDITIONING HYD. HYDRANT ALT. ALTERNATE IN. INCH A.B. ANCHOR BOLT INCL. INCLUDE (ED) (ING) ABV. ABOVE IN5UL. INSULATE A.F.F. ABOVE FINISHED FLOOR INT. INTERIOR ARCH. ARCHITECTURAL KIT. KITCHEN AUTO. AUTOMATIC LAM. LAMINATE ASPH. ASPHALT LAV. LAVATORY BM. BEAM LAUN. LAUNDRY BRG. BEARING LVR. LOUVER BET. BETWEEN LTG. LIGHTING B.L. BUILDING LINE LT. LIGHT BLK. BLOCK M.B. MACHINE BOLT BLKG. BLOCKING MFR. MANUFACTURE (R) BD. BOARD MA5. MASONRY BOT. BOTTOM M.O. MASONRY OPENING BLDG. BUILDING MATL. MATERIAL CAB. CABINET MAX. MAXIMUM CPT. CARPET MECH. MECHANIC (AL) CLG. CEILING MED. MEDIUM CLG. HT. CEILING HEIGHT MEMB. MEMBRANE CEM. CEMENT MTL. METAL CTR. CENTER MIR. MIRROR C.T. CERAMIC TILE MISC. MISCELLANEOUS CLR. CLEAR (ANCE) MIN. MINIMUM CLO. CLOSET MLD. MOLDING COL. COLUMN N.T.S. NOT TO SCALE CONC. CONCRETE (CAST -IN -PLACE) OFF. OFFICE COMB. COMBUSTION O.C. ON CENTER CMU CONCRETE MASONRY UNIT O.N. OVER HEAD CONST. CONSTRUCTION O.H.C. OVER HEAD CABINET CONT. CONTINUOUS OR CONTINUE O.N.D. OVER HEAD DOOR CJT. CONTROL JOINT OPG. OPENING CORR. CORRIDOR OPT. OPTION, OPTIONAL C.W. COLD WATER OB5, OBSCURE CIR. CIRCLE PIC PICTURE WINDOW CLKG CAULKING PNL. PANEL C.J. CEILING J015T P.BD. PARTICLE BOARD CSMT CASEMENT WINDOW PL. PLATE DET. DETAIL PLWD. PLYWOOD DIAL. DIAGONAL PVC. POLYVINYL CHLORIDE DIA. DIAMETER P.S.F. POUNDS PER SQUARE FOOT DIF. DIFFUSER P.S.I. POUNDS PER SQUARE INCH DIM. DIMENSION P.L. PROPERTY LINE DI5P. DISPENSER PR. PAIR DR. DOOR RAD. RADIUS DW. DISHWASHER REF. REFERENCE DWR DRAWER REINF. REINFORCE (D) (ING) DWG. DRAWING RM. ROOM DIV. DIVISION R.O. ROUGH OPENING DN. DOWN 5CH. SCHEDULE DS. DOWNSPOUT 5HT. SHEET ELEC. ELECTRICAL 51M. 51MILAR EA. EACH S.C. SOLID CORE EQ. EQUAL S.G. (or 5G) SAFETY (TEMPERED) GLA55 EQUIP. EQUIPMENT 5GD SLIDING GLASS DOOR EXH. EXHAUST 5GL. SINGLE EXIST. EXISTING SPEC. SPECIFICATION EXT. EXTERIOR 50. SQUARE FIN. FINISH 5TD. STANDARD FLR FLOOR 5TL. STEEL F.D. FLOOR DRAIN STOR. STORAGE F.B. FLOOR BREAK 5TRUCT. STRUCTURAL FLUOR. FLUORESCENT 51M. 51MILAR FT. FOOT SYS. SYSTEM FTG. FOOTING 5HTG. 5HEATING FND. FOUNDATION TEL. TELEPHONE FURR. FURRED (ING) T.V. TELEVISION FUT. FUTURE TEMP. TEMPERED FR. FRENCH THRE5. THRESHOLD F.A.U. FORCED AIR UNIT T*G TONGUE AND GROOVE F.O.5. FACE OF STUD T.O.5. TOP OF SLAB F.G. FINISH GRADE T.O.P. TOP OF PLATE F.S. FREE STANDING TYP. TYPICAL F.J. FLOOR J015T T.BM. TOP OF BEAM G.A. GAUGE TPL. TOP PLATE GALV. GALVANIZED U.N.O. UNLESS NOTED OTHERWISE G.C. GENERAL CONTRACTOR VEST. VESTIBULE GL. GLASS, GLAZING VYL VINYL COMPOSITION TILE GL. BLK. GLASS BLOCK V.I.F. VERIFY IN FIELD GYP. BD. GYPSUM BOARD W.C. WATER CLOSET GYP. GYPSUM WP. WATER PROOFING G.I. GALVANIZED IRON w/ WITH GWB. GYPSUM BOARD WIN. WINDOW HDW. HARDWARE w/o WITHOUT HDR. HEADER ND. WOOD HY.A.C. HEATING/VENTING/ WtD 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 PLANS MUST BE ON JOB SITE APPROVED BY PLANNING Jul 24 2023 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE fq 1 PRI INTERNAL PLAN NAMING LEGEND PLAN NAME LETTERS: FOUNDATION TYPE: F = FLAT (2-STORY, 3-STORY, TALL CRAWL) D = "DAYLIGHT" BASEMENT T = IITUCK-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 Approved WASHINGTON STATE ENERGY CODE: 2018 DFM akyis guvt ANSI/AF t PA SDPWS 2018 South County Fire Date: 06/16/2023 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 A 0 Pacific Ridge Series '"' FL/4N N/4�IE: N�NDC�l (��NTB) r------------------- SEPARATE PLUMBING PERMIT , REQUIRED FOR THIS PROJECT. 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: 2964 HEATED t UNHEATED SPACE SF FOR CITY OF EDMONDS SPRINKLER CALC.: FINISHED FLOOR 1 (LOWER FLOOR) SF: 204 FINISHED FLOOR 2 (MAIN FLOOR) SF: 1377 FINISHED FLOOR 3 (UPPER FLOOR) SF: 1383 GARAGE SF: N/A (FIRE SEPARATED) MAIN FLOOR FRONT DECK SF: 96 COVERED FRONT ENTRY: 61 COVERED AREA UNDER DECK: 124 TOTAL HEATED * UNHEATED SF: 3245 SPRINKLERS ARE REQUIRED City Of Edmonds Work Address Owner Approved Date Building Official Building Department NEW SFR 23911 91 ST PL W-LOT BRACKETTS RESERVE 7/14/2023 Iret,&4 i5loolff�Mal Permit Number BLD2023-0069 N° PLAN DETAILS/ PLUM5ING/ MECN. INFO BLDG TYPE: SINGLE FAMILY BLDG DIMENSIONS: 36' WIDE X 48' DEEP MAX. NUMBER OF BEDROOMS: 4 EXHAUST FANS: 6 GAS PIPING CONNECTIONS: 2 NEAT SOURCE: ELECTRIC NEAT TYPE: NEAT PUMP NUMBER OF NEAT UNITS: I FIREPLACE TYPE: ELECTRIC BATHROOM SINKS: 5 BATHTUB OR COMBOS: 2 CLOTHES WASHERS: I DISHWASHER: I FLOOR DRAINS: 0 KITCHEN SINKS: I LAUNDRY SINKS: 0 SHOWER STALLS (SHOWER PANS): I T01 LETS: 3 WATER HEATER: ELECTRIC WATER SERVICE LINES: I REVISIONS DATE - PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 ARCP 7ECTURAL 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 A9 ARCHITECTURAL DETAILS A10 WATER INTRUSION DETAILS All 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 #: I ADDRESS: 23911 91ST PLACE W EDMONDS WA 98026 FIRE SPRINKEES REQ'D? YES FIRE NOTES: 1) AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED IN DWELLINGS EXCEEDING 3000 SF OF FIRE AREA. FIRE AREA INCLUDES COVERED PORCHES, DECKS OVER 4' AND DOES NOT INCLUDE FIRE SEPARATED GARAGES. NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION t ITEMS DESIGNER t BUILDER PACIFIC RIDGE > ONES JASON ATKIN ARCHITECTURAL PLANS $ PERMIT COORDINATOR jwatkin@pacificridgehomes.com 17921 BOTHELL-EVERETT HIGHWAY SUITE 100 BOTHELL WA 98012 PHONE: (425) 438-8444 STRUCTURAL ENGINEER BTL ENGINEERING 19011 WOODINVILLE SNOHOMISH ROAD NE SUITE 100 WOODINVILLE WA 98072 PHONE: (425) 814-8448 REVISION REV # DATE 2018 IRC t WSEC UPDATES 0.00 12/01/2022 BUILDING PERMIT SUBMITTAL COMPLETENESS CHECK 1.00 02/01/2023 RESUB Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O c � Q � W LL— O v O 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.: 2964 GARAGE AREA 50. FT.: 662 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: I/11 = 11_011 SHEET CONTENTS COVER SPEET A 1 ELEVATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. CAULK ALL EXTERIOR JOINTS t PENETRATIONS. 3. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING * COUNTER FLASHING @ ALL ROOF PENETRATIONS, CHIMNEYS 4 SKYLIGHTS. 4. PROVIDE CONTINUOUS GUTTERS * DOWNSPOUTS @ ALL EAVES, TYP. 5. PROVIDE HEADER FLASHING @ ALL DOORS, WINDOWS 4 SPUTTERS PER DETAIL 6. ALL PAPER AND TAPE TO LAP FROM TOP DOWN 7. HOLD ALL SIDING MATERIAL V2" OFF ROOF 8. HOLD ALL SIDING MATERIAL 6" OFF FINISHED GRADE q. SOFFIT ALL FLAT AREAS w/ tY" OVERHANG @ HORIZ. EDGES 10. METAL FLASHING @ ALL HORIZ. TRIM 4 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 0OR SIDE t 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 ty" 21. GUTTERS TO LAP UNDER DRIP EDGE @ EAVES. HOLD V211 DRIP EDGE OUT Y" AWAY FROM FASCIA TO ACCEPT GUTTERS TO LAP UNDERNEATH 22. ALL TRIM WORK TO BE APPLIED PRIOR TO SIDING MATERIALS (SIDING TO BUTT UP TO TRIM WORK) 23. CEILING OF EXTERIOR BACK DECK TO BE FLAT. NOTE: REFER TO STAMPED 'S' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION t ITEMS ROOFING PER SPEC 5/4x KEYSTONE RAKE FLASH'G AS REQUIRED Ix4 TRIM 117-L-2x6 q0° 1/2" ROOF 5/4x8 BARGE BOARD SHEATHING SPF SUB -BARGE FLAT OUTRIGGER @ 24"ocLo GABLE END NARDIE SMOOTH LAP L" TRUSS SIDING w/ 4" REVEAL GALV MTL FLASHING CIL 2x3 SLOPED SILL WITH DRIP EDGE 2x6 BAND SIDING PER PLAN BARGE, KEYSTONE, PEDIMENT DETAIL SCALE: 3/4" = 1'4' SIDING SIDE OF HOUSE FRONT /BACK 2x4 INSET CORNER TRIM OF HOUSE @_'D CORNER TRIM SCALE: 2011 w L� Em °- W OF GARAGE 2x6 MATERIAL WITH U_ f t BLOCK Y11 BEVEL CUT. FURR OUT I y" FOR STONE VENEER �12 � ADD-RESS NUMBERS BLOCK LE Ix FRIEZE PER ELEVATION NOTE: ALL EXPOSED FASTENERS TO 1 t CAULK EXPOSED NAILS WITH ROOFIP SIDING PER PLAN ROOF TO WALL FLASHING ROOFING ROOFING FELTS # FIR OUT I Y" 10" 4 FIR OUT I Y" $n FOR STONE VENEER 5 2n FOR STONE VENEER 3%" HOLE - HOLE %" BEVEL=ti 5" o CUT /8 BEVEL CUT j" BEVEL CUT TYP. BLOCK: HOSEBIB TYP. BLOCK: EXT. TYP. BLOCK: TANKLESS LIGHT FIXTURE HW HEATER VENT SEAI 1G TAR TYP. NOSE BIB BLOCK, EXT. LIGHT FIXTURE BLOCK, $ TANKLESS NW NEATER VENT BLOCK SCALE: 1/2"=1'-0" ED HOUSE CORNER PROVIDE BLDG PAPER BEYOND SEPARATION BTWN HOUSE AND ROOF METAL FLASHING FRAMING 6" MIN ROOFING - CAULK kEYOND EXPOSED NAILS w/ ROOFING TAR144 ROOFING Nv 611 ROOFING FELT LT E15 RAKE PLA�11�GD ETA I L SCALE: E2� LOWER RO�1@ WALL 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" UPPER PLATE 1x12 FRIEZE BOARD NARDIE-PANEL SMOOTH VERTICAL SIDING w/ NARDIE-TRIM BATTENS 16" O.C. 12" / 10.75" REVEAL NARDIE SMOOTH LAP SIDING El. 5/44 TRIM ALL SIDES, — TYP @ WINDOWS AND DOORS RAILING /G`UARDRAIL 1 DESIGN t DETAILS A2C o �n WDW NDRS @ UPPER FLOOR CID i CID UPPER FLOOR cniv MAIN PLATE WDW NDRS @ MAIN FLOOR MAIN FLOOR Nil LOWER PLATE WDW NDRS @ LOWER FLOOR LOWER FLOOR FINISH GRADE o E21 Sl:a E15 ADDRESS E12. BLOCK A2C A2C EXT WALL LIGHT E12 F� w/ SIDING A2C ti BLOCK (SHOWN - BEHIND COLUMN) 2x10 GARAGE WRAP, INSTALL PROUD OF INSIDE TO CAPTURE Li GARAGE DRYWALL NOSE BIBB w/ E12 SIDING BLOCK A2C FRONT ELEVAT ON : ICI ELEV . C / MIL REVEAL NARDIE EDARILL LAP SIDING SCALE: 1/4" = 1'-011 x < N T/ RAILING OPEN RAILING PER SPEC* NEOPRENE OR SIM. W'PROOF GASKET NOTE: • FLASH PARAPET TO WALL CONNECTION PER W21/11A • PROVIDE METAL FLASH'G AT ALL HORIZONTAL TRIMS z WRAP TOP OF WALL GALV MTL GASKET f FRAMING WITH SELF CAP FLASHING WRAP TOP OF SEALANT � ADHESIVE MEMBRANE 2x3 FURRING WALL FRAMING GALV MTL BEVELED lx7 CAP WITH SELF / CAP FLASHING - -- --� ADHESIVE 2x3 W.W. MAIN FLOOR MEMBRANE BEVELED = 1.1 WRAPPED ' �-2x8 PT DECK ix7 CAP C M DETAIL JolsT (-2" F.F.) BEAM PE 5/4 W.W. FILLER STRUCT. RAILING / GUARDRAIL CONSTRUCTION ss I I a T.O. BEAM RAILING / GUARDRAIL TO BE DESIGNED AND )IMPLANT WITH LOADS OUTLINED IN IRC TABLE 5/4x4 CEDAR —DECKING PER PLAN DOOR PER PLAN SLIDING GLASS DOOR NAIL FLANGE GALV 'Z' FLASHING 2" MIN FROM TOP OF LEDGER TO LAG SCREW, TYP. ALL ENDS HANGER PER PLAN MAX. BLDG HT = 487.66' RIDGE = 482.771 0 LO N UPPER PLATE 7 WDW NDRS @ UPPER FLOOR 12" / 10.75" REVEAL NARDIE Co Co CEDARMILL LAP s SIDING cz z w OL UPPER FLOOR MAIN PLATE v m AVG. EXIST. GRADE = 462.66_ _ WDW NDRS @ MAIN FLOOR MAIN FLOOR LOWER PLATE LOWER FLOOR ROUGH -SAWN PLYWOOD AT PORCH CEILING, _ BALCONY, CIID OVERHANG, AND SOFFITS LOWER FLOOR = 444.97' _ 5/4x6 W.W. @ F.F 1 _ 1 WRAP TOP OF '01.5. SEE STRUCTURAL PLANS SHEET 503D 4 _ _ _ _ _ — i 5/4x12 W.W WRAP SID S TAIL q/508. COLUMN FRAMING AND BOT. GUARD TO BE CONSTRUCTED 50 THAT A 4" SPHERE w/ SELF ADHESIVE WRAP TOP OF COLUMN FRAMING OF BEAM ANOT PA55 BETWEEN RAILING OR GUARD PICKETS. MEMBRANE MATERIALS: w/ SELF ADHESIVE MEMBRANE WITH WRB - TOP RAIL 4 POSTS: 1 1/2" 50. TUBE W/ 3/16" WALL, 6061 ALUMINUM DETAIL: N R A P P E D B E M - BASE PLAT SI : 1/4 x4 FLAT BAR BASE PLATES - FASTENERS: #14 x 5" CS SCREWS or 3/8" LAG WOOD DECK IN 3/8" x 3 I/2" WEDGE ANCHORS DEPENDING ON SECTION: HOOD DECK - ICI ELEV. INSTALLATION APPLICATION 1 1 - ALL METAL TO BE POWDER COATED 1 SCALE: N.T.S. �I co �IIVI�ii IXICHVL —=J SE GRADE = 443,31 `V 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 IL ON FLEXIBLE FLASHING .` 18" FLOOR TRUSS PT LEDGERS PER PLAN. LEDGER INSTALLED BEFORE SIDING w/ BUILDING PAPER BEHIND IT w/ L 8" EXPOSED ON ALL 4 SIDES LL_ LL 0 CID RESUB Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT y to 7) A Its �z � o z � LLI z_ � v COPYRIGHT NOTICE: T14I5 PLAN 15 OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL OR BASEMENT 50. FT: 204 MAIN LEVEL 50. FT.: 1377 UPPER LEVEL S0. FT: 1383 TOTAL AREA 50. FT.: 2g64 GARAGE AREA SO. FT.: 662 NEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REwsION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: y'I = 1'-0'I SHEET CONTENTS: FRONT $ SIDE ELEVATIONS 'C' ELEVATION �Lv RIDGE UPPER PLATE NDN NDRS @ UPPER FLOOR s N UPPER FLOOR MAIN PLATE NDN NDRS @ MAIN FLOOR r MAIN FLOOR FINISH GRADE SE GRADE -- - BEAK ELEV AI C)N : ELEV . SCALE: 1/4" = I'-0" N m RIDGE UPPER PLATE NDN NDRS @ UPPER FLOOR r - �v co N I UPPER FLOOR co MAIN PLATE 0 N NDN NDRS @ MAIN FLOOR MAIN FLOOR LONER PLATE NDN NDRS @ LONER FLOOR co FINISH SE GR ELEVATION NOTES: I. 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 t DOWNSPOUTS @ ALL EAVES, TYP. 5. PROVIDE HEADER FLASHING @ ALL DOORS, NINDONS * SPUTTERS PER DETAIL 6. ALL PAPER AND TAPE TO LAP FROM TOP DOWN 7. HOLD ALL SIDING MATERIAL V2" OFF ROOF 8. HOLD ALL SIDING MATERIAL 6" OFF FINISHED GRADE Cl. SOFFIT ALL FLAT AREAS w/ V" OVERHANG @ HORIZ. EDGES 10. METAL FLASHING @ ALL HORIZ. TRIM t SIDING BREAKS 11. RUN 2ND LAYER OF TAR PAPER VERT. @ INTERIOR $ EXTERIOR CORNERS UNLESS TAR PAPER IS CONTINUOUS 12. FOUNDATION VENTS TO BE SPACED PER PLAN 13. ALL FOUNDATION VENTS ON STREET SIDE OF HOUSE I.E. FRONT $/OR SIDE 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 V" 21. GUTTERS TO LAP UNDER DRIP EDGE @ EAVES. HOLD V2" DRIP EDGE OUT Y4" AWAY FROM FASCIA TO ACCEPT GUTTERS TO LAP UNDERNEATH 22. ALL TRIM NORK TO BE APPLIED PRIOR TO SIDING MATERIALS (SIDING TO BUTT UP TO TRIM NORK) 23. CEILING OF EXTERIOR BACK DECK TO BE FLAT. NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION 4 ITEMS UPPER PLATE NDN NDRS @ UPPER FLOOR I _ co NQ UPPER FLOOR 1 llq MAIN PLATE WDN NDRS @ MAIN FLOOR MAIN FLOOR LONER PLATE WDN NDRS @ LONER FLOOR FINISH SE GF SECTION A -A: Cl'ELEV. SCALE: 1/4" = I'-0" _B ✓E RESUB Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �z 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 S0. FT: 204 MAIN LEVEL 50. FT.: 1377 UPPER LEVEL S0. FT: 1383 TOTAL AREA 50. FT.: 2g64 GARAGE AREA SO. FT.: 662 NEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: y'I = 11-0` SHEET CONTENTS: REAR t SIDE ELEVATIONS 'C' ELEVATION FLOOR PLAN NOTES I. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS 4 CONDITIONS PRIOR TO CONSTRUCTION. WINDOWS t DOORS: 2. ALL EXTERIOR WINDOW 4 DOOR HEADERS TO BE INSULATED w/ R-10 INSULATION. 3. WINDOWS t DOORS ARE SHOWN t NOTED AS NOMINAL SIZES. 4. WINDOW HEAD HEIGHT R.O. SHOWN PER ELEVATIONS. EGRESS WINDOW SILL HEIGHT R.O. @ MAX. 42" A.F.F. 5. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 6. EXTERIOR WALLS TO BE 26 STUDS @ 16" O.C., U.NO. 7. GARAGE DOOR HEADERS @ 84" A.F.F. 8. EXTERIOR SWING DOOR HEADERS @ 83 1/211 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 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 It LOCATION w/ SUPERVISOR PRIOR TO CONST. 15. FRAMERS TO INSTALL ALL WINDOWS 4 INTERIOR COLUMNS 16. TOWEL RING BLK'G @ 57" A.F.F. 17. TOWEL BAR BLK'G @ 48" A.F.F. * BLOCK BOTH BAYS. 18. TOILET PAPER HOLDER BLK'G @ 22" A.F.F. AND 42" FROM BACK WALL WHERE POSSIBLE 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 SONE5 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 15 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. DOOR * JAMB ------ CAULK BACK OF THRESHOLD TO NERVESTRAL 4 ALL SEAMS WRAP NERVASTRAL UP JAMB 6" (2) %" BEADS OF CAULK UNDER NERVESTRAL, (1) WRAP EDGE @SIDES OF JAMB THRESHOLD w/ ADD'L NERVASTRAL I NERVASTRAL OR EQ Dq T�IRES�IOLD DETAIL SCALE: I-1/2 = 1 -0 CENTER TRIM E LANDING ON FRONT DOOR / OPERABLE SIDE OF SLIDER FQ FQ LINE OF NERVESTRAL BEHIND FIXED PANEL 26 HEARTWOOD CEDAR TRIM, EQ. ALL SIDES, CAULK/SEAL ol 3'x3' LANDING TYP. POUR AGAINST NERVASTRAL I BACK PATIO's SHOULD ALWAYS BE POURED IN THE DIRECTION OF THE FIXED SIDE OF THE S.G.D. WHENEVER POSSIBLE 26 HEARTWOOD CEDAR TRIM DOOR LANDING PER PLAN. POUR THRESHOLD AGAINST NERVESTRAL 26HEARTWOOD CEDAR - --� TRIM w/ FLASHING @ NERVESTRAL -- - - - - -- �I HOUSE INTERSECTION LANDING PEP PLAN-� WHERE OCCURS MUD CONC. WALL 5GD PER PLAN OPERABLE! PANEL ---------- I EQ. ---------- I EQ. FRONT PORCH 0 PATIO' a 3'-6" LANDING TYP. Q. @ BACK PATIO's Q. (NIN. zl,'x3', TYP.) -� OF STEPS T ED by IT LINE OF NERVESTRAL SITE CONDI T IONS I I SLAB ON GRADE FRONT DOO AND FRONT POR M DETAI EXT. LANDING DETAIL @ SLIDING GLASS DOOR/ TYP LIFE SAFETY: v v I G SCALE: N.T.S. 26. A NEAT ALARM OR NEAT 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 15 INSTALLED IN THE DWELLING AND LOCATED IN A HALLWAY, ROOM OR ADD R-21 24 FRAMED WALL OTHER LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION INSULATION PER PLAN 10. SMOKE DETECTORS TO BE 110V, INTERCONNECTED, w/ BATTERY BACKUP t CENTRALLY AT WALL 24 P.T. PLATE LOCATED IN EACH HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE INSTALLED WHERE THERE 15 A CEILING HEIGHT CHANGE GREATER THAN 24 VARIABLE HEIGHT STEM WALL - ALL SLAB GRADE 11. SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY FROM THE (SEE PLAN FOR PER PLAN DOOR OR OPENING OF A BATHROOM THAT CONTAINS TUB OR SHOWER. IR3141 HEIGHT/STEP x x x- 12. IONIZATION SMOKE ALARMS: LOCATION) SHALL NOT BE INSTALLED LESS THAN 20 FT HORIZONTALLY FROM A PERMANENTLY FOAM R-10 INSTALLED COOKING APPLIANCE. INSULATION PER $ IONIZATION SMOKE ALARMS WITH AN ALARM -SILENCING SWITCH SHALL NOT BE INSTALLED PLAN LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. ALT FOOTING SAND OR GRAVEL 24. PHOTO ELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 FT STEM WALL COMPACTED HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE IR3141 CONSTRUCTION SUBGRADE _ 25. GARAGE NOTE: WRAP ALL WARM WALLS AND SUPPORTING MEMBERS WITH 1/2" G.W.B. # 5/8" Lo 6 MIL V.B. -CF' TYPE 'X' ON THE CEILING. POLY SEAL RIM, ENTIRE GARAGE TO MEET JURISDICTION DRAFT STOP REQUIREMENTS INSULATED BASEMENT WALL 26. ENCLOSED USABLE SPACE UNDER STAIRS TO BE PROTECTED WITH Y11 GWB AT THE WALLS, UNDER -STAIR SURFACES AND SOFFITS. SCALE: I/2"=I' 27. PROVIDE FIREBLOCKING PER PLAN AND @ ALL PLUMBING PENETRATIONS. NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION t ITEMS Lo cn N FOR UTILITY LAYOUT, SEE W5/11A o 1 Q STONE VENEER @ 'C' ELEV ONLY LOWER FLOOR PLAN: Cl ELEV, UB .+ui i I z023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MEN :K COPYRIGHT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL OR BASEMENT SG. FT.: 204 MAIN LEVEL SG. FT.: 1377 UPPER LEVEL 50. FT.: 1383 TOTAL AREA 2964 GARAGE AREA SQ. FT.: 662 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: V" = 11-011 SHEET CONTENTS: LOWER FLOOR PLAN 144 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 t DOORS ARE SHOWN t NOTED AS NOMINAL SIZES. 4. WINDOW HEAD HEIGHT R.O. SHOWN PER ELEVATIONS. EGRESS WINDOW SILL HEIGHT R.O. @ MAX. 42" A.F.F. 5. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 6. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.C., U.NO. 7. GARAGE DOOR HEADERS @ 84" A.F.F. 8. EXTERIOR SWING DOOR HEADERS @ 83 1/2" A.F.F. 9. INTERIOR SWING DOOR HEADERS @ 83" A.F.F. 10. SWING DOORS TO FOLLOW CENTERLINE DIMENSION IN PLANS OR BE 3" MIN. ON HINGE SIDE. 11. GARAGE -TO -HOUSE DOOR TO BE A SOLID WOOD 0/6" 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 # LOCATION w/ SUPERVISOR PRIOR TO CONST. 15. FRAMERS TO INSTALL ALL WINDOWS $ INTERIOR COLUMNS 16. TOWEL RING BLK'G @ 57" A.F.F. 17. TOWEL BAR BLK'G @ 48" A.F.F. $ BLOCK BOTH BAYS. 18. TOILET PAPER HOLDER BLK'G @ 22" A.F.F. AND 42" FROM BACK WALL WHERE POSSIBLE 19. THERMOSTAT BLK'G @ 60" A.F.F 20. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT T-6" A.F.F. 21. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN WITH TOP OF THE GARAGE DOOR TRIM 22. ADD CONT. BLOCKING FOR STAIR HANDRAIL BRACKETS 23. STAIRS w/ WINDER STEPS WILL ALWAYS HAVE A CONTINUOUS HANDRAIL INSTALLED ON THE INSIDE OF THE STAIR's RUN 24. LADDER -BLOCK AT EXTERIOR WALLS AS NECESSARY FOR INSULATION INSTALL VENTILATION: 25. WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY A CENTRAL EXHAUST FAN IN ACCORDANCE WITH M1505.4.1.1. 26. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY. 27. WHOLE HOUSE FAN CFM RATE BASED ON TABLE M1505.4.3(1). EXAMPLE: 70 CFM FOR 2600 SF HOME w/ 4 BEDROOMS, AND THEN INCREASE BY FACTOR OF 1.5 PER TABLE M1505.4.3(2) TO ACCOUNT FOR NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM. 28. WHOLE HOUSE FAN SHALL BE 1.0 SONES OR LESS, AND SHALL HAVE AN EFFICACY OF 2.8 CFM / WATT PER WSEC R403.6.1. 29. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE WINDOWS PER STATE CODE INTERPRETATION 17-15. 30. PROVIDE A FRESH AIR TRANSFER GRILL ABOVE DOOR HEADER IN THE ROOM WITH THE WHOLE HOUSE FAN. 31. PER IRC M1502.4.5.: WHERE THE DRYER VENT EXHAUST DUCT 15 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 NEAT ALARM OR NEAT DETECTOR RATED FOR AMBIENT OUTDOOR TEMPERATURES AND HUMIDITY TO BE CENTRALLY LOCATED IN THE GARAGE. 27. THE NEAT ALARM OR NEAT DETECTOR WILL BE CONNECTED TO AN ALARM OR SMOKE ALARM THAT 15 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 $ CENTRALLY LOCATED IN EACH HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE INSTALLED WHERE THERE 15 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. IR3141 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 IR3141 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 t ITEMS DOOR t JAMB-----,_ v CAULK BACK OF THRESHOLD TO WRAP NERVASTRAL NERVESTRAL UP JAMB 6" t ALL SEAMS (2) %" BEADS OF CAULK UNDER NERVESTRAL, (1) WRAP EDGE t @ SIDES OF JAMB THRESHOLD w/ ADD'L NERVASTRAL I NERVASTRAL OR EQ Dq TAESPOLD DETAIL SCALE: 1-1/2 = 1 -0 EQ. EQ. � I � I FRONT DOORIPER PLAN FRONT PORCH SLAB ELEVATIC 41-011 2x8 PLATE @ Dq DOOR THRESHOLD 5 RAISED WALL, (2)249 TO BE RIPPED TO V' REMOVED PRIOR 2x W.W. TO FRONT �4' SUB -FLOOR - TOE KICK STEP/WALK BEING I -JOIST N @ DOOR POURED PER PLAN BLDG PAPER -" BTWN JOIST END 4 CONC. --- __ __ PLATE t STEM FRONT T.O. RAISED WALL BEYOND FRONT PORCH PORCH SLAB. SLOPE STEM WALL TO RAISED STEM STEM Y" PER LIN. WALL T.O. FRONT PORCH SECTION WALL FT. MAX. STEM WALL = 7" FRONT PORCH! EXT. DETA L D38 SCALE: I/2 = 1 -0 CENTER TRIM E LANDING ON FRONT DOOR / OPERABLE SIDE OF SLIDER EQ i EQ. SGD PER PLAN OPERABLE 1 FIXED PANEL PANEL LINE OF NERVESTRAL I 2x6 HEARTWOOD CEDAR TRIM, BEHIND I I EQ. ALL SIDES, CAULK/SEAL EQ. a 1 1 EQ. BOTTOM OF I 3'x3' LANDING TYP. i POUR AGAINST NERVASTRAL FRONT PORCH 0 PATIO 3'-6" 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 2x6 HEARTWOOD CEDAR TRIM DOOR LANDING PER PLAN. POUR THRESHOLD AGAINST NERVESTRAL 24 HEARTWOOD CEDAR --� - -- �I TRIM w/ FLASHING @ NERVESTRAL Li _ � HOUSE INTERSECTION, -LANDING PEP PLAN � WHERE OCCURS f (MIN. d'x3', TYP.) I % 1 -� OF STEPS 1 BD BY --- I 1 LINE OF NERVESTRAL MUD SILL - SITE CONDI'i CS3 CONC. WALL SLAB ON GRADE SEE D38 FOR FRONT DOOR AND FRONT PORCH DETAIL EXT. LANDING DETAIL @ SLIDING GLASS DOOR/ TYP SCALE: N.T.S. 36'-011 24' -611 ol 3'-7 811 81-011 ol 51-311 ol 3IX316 W12 CONC. LANDING A4 STEP FLOOR ABOVE 0 8050 XOX 60610 ACTIVE o U �v C3° o LIVING 7" 141546'2 N 0 cn ELECTRIC 22 o FIREPLACE 10 CT N ) I-o4 13'-10" -'. 2x6 L.B.W. 12 W_ 2 T T T S N 48" VANITY r BI-PASS o 3/4 BATH _k N o coco HS G18x13'1 N HS TB 2668 N I I I �I cnI � 4'6xG'll �� I L268 I O 2668 CPT = SD Hs BEDROOM 4 12'gx13'1 1 m EGRESS 8050 XOX I I qG SF 5/4 CEDAR DECKI 36" MIN OPEN R IL, TYP 12" SOFFI 9' -711 6' -011 S.G. NOOK g18X14 iol I I' -611 '-7Yg" , 2'-9" 4'-011 4'-911 24"x36" NEAT -PUMP BASE 4036 XO I I L------1 STALL (2) x6 STACKED DW DW AIR GAP DW LKNG FOR ANGE HOOD KITCHEN SIDE I OTH SIDES F CENTER 10'7x1612 H- TUD @ +68" 0 oo O CENTER V.T.O. I STUD BAY 11 MIN. 100 0 ON RANGE i-- CFM (TYP.) SEE CAB LAYOUT < i FOR LOC U cv I I 4'-011 6142" 2'-4%8" I I I 2'-q%s" I 12" SOFFIT T N REFER ------------- 39" OPN'G CA N v 6'-10" 71 w11 71. 38"H GIB HALF WALL DINING 11'6x14'10 PANTRY 3 W/S(4) As 36" HALF DN WALL PER _� 16R,15T IT 2T 3T 4T 5T 6T TT 8T qT IOT ( NDING) SPEC L 2x L. .W 31 31-611 1IT UPS 12T 17R 161 13T m IT I 2T 3T I 4T 5T 6T I 7T I 8T qT I IOT ol l0'-7y" w - � r �9 co co R�ILING GUARDRAIL 2C D SIGN ffi DETAILS 1 LINE OF LOWER LEVEL BELOW 4' -8'1 3'-0" 8'-011 3'-0" I'-I14" L 2'-10111 1'-IV11 ol 01 14'-011 151-V11 ol ol 10 36'-011 lIAN FLOOR PLAN: 'Cl ELEV.- SCALE: 1/4" = 11-011 � v o 0 , , co v v I& 0 1 N V Lo co N 1 N RESUB Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z � LU z_ COPYRIGHT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL OR BASEMENT 59. FT.: 204 MAIN LEVEL SQ. FT.: 1377 UPPER LEVEL W. FT.: 1383 TOTAL AREA W. 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: YAll = 11-011 SWEET CONTENTS: MAIN FLOOR PLAN FLOOR PLAN NOTES I. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS t CONDITIONS PRIOR TO CONSTRUCTION. NINDONS t DOORS: 2. ALL EXTERIOR WINDOW * DOOR HEADERS TO BE INSULATED w/ R-10 INSULATION. 3. WINDOWS 4 DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES. 4. WINDOW HEAD HEIGHT R.O. SHOWN PER ELEVATIONS. EGRESS WINDOW SILL HEIGHT R.O. @ MAX. 42" A.F.F. 5. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 6. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.C., U.NO. 7. GARAGE DOOR HEADERS @ 84" A.F.F. 8. EXTERIOR SWING DOOR HEADERS @ 83 1/2" A.F.F. q. INTERIOR SWING DOOR HEADERS @ 83" A.F.F. 10. SWING DOORS TO FOLLOW CENTERLINE DIMENSION IN PLANS OR BE 3" MIN. ON HINGE SIDE. 11. GARAGE -TO -HOUSE DOOR TO BE A SOLID WOOD I%` THICK 20-MINUTE FIRE -RATED DOOR w/ A SELF CLOSING HARDWARE DEVICE. 12. PER R311.3.1: THE LANDING OR FLOOR ON THE EXTERIOR SIDE OF ALL EXTERIOR DOORS EXCEPT THE FRONT DOOR SHALL BE NOT MORE THAN 7-3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR 13. ALL BI-FOLD 4 BI-PASS DOORS TO BE CENTERED, U.N.O. FRAMING: 14. VERIFY FIREPLACE STYLE * LOCATION w/ SUPERVISOR PRIOR TO CONST. 15. FRAMERS TO INSTALL ALL WINDOWS t INTERIOR COLUMNS 16. TOWEL RING BLK'G @ 57" A.F.F. 17. TOWEL BAR BLK'G @ 48" A.F.F. It BLOCK BOTH BAYS. 18. TOILET PAPER HOLDER BLK'G @ 22" A.F.F. AND 42" FROM BACK WALL WHERE POSSIBLE lq. THERMOSTAT BLK'G @ 60" A.F.F 20. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT T-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 111505.4.3(1). EXAMPLE: 70 CFM FOR 2600 SF HOME w/ 4 BEDROOMS, AND THEN INCREASE BY FACTOR OF 1.5 PER TABLE M1505.4.3(2) TO ACCOUNT FOR NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM. 28. WHOLE HOUSE FAN SHALL BE 1.0 SONES OR LESS, AND SHALL HAVE AN EFFICACY OF 2.8 CFM /WATT PER WSEC R403.6.1. 29. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE WINDOWS PER STATE CODE INTERPRETATION 17-15. 30. PROVIDE A FRESH AIR TRANSFER GRILL ABOVE DOOR HEADER IN THE ROOM WITH THE WHOLE HOUSE FAN. 31. PER IRC M1502.4.5.: WHERE THE DRYER VENT EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6FT OF THE EXHAUST DUCT CONNECTION. LIFE SAFETY: 26. A HEAT ALARM OR HEAT DETECTOR RATED FOR AMBIENT OUTDOOR TEMPERATURES AND HUMIDITY TO BE CENTRALLY LOCATED IN THE GARAGE. 27. THE NEAT ALARM OR HEAT DETECTOR WILL BE CONNECTED TO AN ALARM OR SMOKE ALARM TWAT IS INSTALLED IN THE DWELLING AND LOCATED IN A HALLWAY, ROOM OR OTHER LOCATION TWAT WILL PROVIDE OCCUPANT NOTIFICATION 10. SMOKE DETECTORS TO BE IIOV, INTERCONNECTED, w/ BATTERY BACKUP 4 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 TWAT CONTAINS TUB OR SHOWER. IR3141 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 IR3141 25. GARAGE NOTE: WRAP ALL WARM WALLS AND SUPPORTING MEMBERS WITH 1/2" G.W.B. 4 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 16" ol A A OF SOAP NICHE, SHOWER CONTROLS t SHOWER PAN PEX TUBING, TYP. SHOWER CONTROLS II I I 16"x24"x6" DEEP SOAP NICHELT lII BUTT NICHE TILE INTO FIELD TILE, TOP 4 SIDES - - 2411 SECTION A -A BUTT FIELD (ZOOMED IN @ NICHES TILE INTO BOTTOM OF -F---'_ NICHE TILE (3) LAYERS 1" POLY -ISO RIGID APPROX. STUD INSULATION, EXT. LAYOUT F_ WALLS ONLY SHOWER DOOR a LoCC)a FIELD TILE I' - � �4" ii I I ill SHOWER PAN SECTION A -A 2x6 or 2x4 2x8 WALL, (@ EXTERIOR WALL) WALL PER PLAN BACK WALL OF SHOWER, TYP. OON ER SOAP S C� SCALE: NTS GROUT SEAL, TYP. SHOWER GLASS W2IV2 FRAME SLOPED TILE CAPDRYWALL L CERAMIC TILE 12"W S.A.M., SURROUND BITUTHENE a OR EQUIV. 3 2x4 STACKED w BLOCKING AT 30 SHOWER PAN SHOWER CURB. (SOAKER TUB AT HALF SIM.) WALL, FRAME I LIKE HALF - WALL. v SUB FLOOR TILED SPONER CURB (qALF WALL SIM. SCALE: 3" = 1'-0" DOUBLE RIM OR PROVIDE SPLICE ADD FLAT 2X4 THROUGH 5 11 11 JOIST @ 5' O.C. x6 YIIx3V2 STT HR5416Z. SECTION THRU ATTACH TO 2x AND TO WALL CAP STAIR RIM HALF NALL FRAMING t CAP DETAIL SCALE: 1/2"=1-011' - PROVIDE MIN. 30" HEADROOM CLEARANCE. - TRUSSES MUST BE INSTALLED @ 24" O.C. 0 ATTIC ACCESS SHEATHING ON OUTSIDE OF TRUSS MEMBERS 5/4 TRIMS GWB ATTIC OR SIM. ACCESS LID D3q ATTIC ACCESS DETAI L SCALE: I/2" PER PLAN co SECTION A -A (@ INTERIOR WALL)Lo - v 0 Q. N c�U0'i Lo 36' -011 IgI'01_9V2 16'-2Y2 11 8'-112° ol 5'-011 5'-1011 3'-10y" 81_011 41_411 FREESTANDING TUB. SIZE PER SPEC. (PROVIDE TEMP. LIMITING VALVE 5040 XO 8046 XOX PER 2018 UPC 409.4) SG, 065 (EGRESS) R ® o ® T 2x4 SOFFIT -� 48" VANITY O 48" VANITY - TP11 f- 2x8 85 N WALL 5 2 BATH 1r2868W5 w/ SOAP 6'Sx1�I'1CPT 2468 NIC = (o ACTIVE � I c N L_ 3 : 5'2x6'7 5'2x6'7 1 3 -----------------W/S(� -----------------J EQ 4/0N [ BI-FOLD T 71_Oi" 51_74" 10 oX BEDROOM 2 w n1 o V w cf)LU 11'5x13'1 To N O 1 v HALL BATH 34"x60" 5'X13' 1 TUB/ SHOWS 2 TB 2x WA w/s�) 5'-7'1 m Lo 1 Al SD/CO o 0 SD� 2668 I I 2668 L s 2668NCPT 60" VANITY Lo ® LL 18`TRANSFER GRILL- ®T DOOR ---------------- 2668 4/0 EQ. BI-FOLD EQSD O `�` ----�� 7' -q" 51 _g211 INSTALL I8'x6' TRANSFER GRILL ABOVE DOOR (MIN. 100 SQUARE INCHES) 0 BEDROOM 3 11'6x13'1 EGRESS 8046 XOX SD f IIIIIIIII1IIIIIII ��3 4 -IN 2 2 1-641 ' >I MCIr--- IIIIIIIIIIIIIIIII F. CLOSET L (MIN. too 40"H GWB 2x6 HALF WALL ,SQUARE INCHES) (ALL SPEC LEVELS)' SDO 71_ v r) 16T 15T 14T 13T I; I G � I UTILITY 6111x7'.4 Q BEDROOM 1 15'gx16'2 1 70 n� � J o 1 0 m �Lo I N 0 1 N _rn I vn LOFT o 0 11'4x13'1 m1 I I-Q IT 12T 13T I 7'-4" I- 2646 PIC 2646 PIC 2646 PIC WHF JM S.G. S.G. S.G. 2646 PIC 3 �o O w w z� �g cz 3" 3° 10 I/ V-6" V-6 2ol 1_/II 3'-011 8'-011 31-011 2' 11 21 -611 2'-7%' ol 3'-2Y4' 8'-011 3'-7%41 ol 14'-0" 11 7'-2" ol 14-10" 36' -011 UPPER FLOOR PLAN: Cl ELEV. SCALE: 1/4" = 1'-0" 0 cn _I LL_ �z co z � :< z_ � v COPYRIGHT NOTICE: THIS o PLAN 15 OWNED BY PACIFIC 1 RIDGE HOMES. USE OF T14I5 PLAN 15 PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY N. LOWER LEVEL OR BASEMENT SG. FT.: 204 t` MAIN LEVEL SG. FT.: I 1377 _I LO UPPER LEVEL 50. FT.: 0 1383 1 N TOTAL AREA 50. FT.: 2964 GARAGE AREA S0. FT.: 662 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: Y" = 1'-011 SHEET CONTENTS: UPPER FLOOR PLAN R E S U B SHEET NUI EER: Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 V SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION * ITEMS ROOF VENTILATION CD ELEV - UPPER ROOF STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY ATTIC AREA: 1,486.0 VENTILATION REQUIRED: 713 SQ IN (lsf PER 300sf OF ATTIC AREA) PROVIDE 50-60% OF REQ'D VENTILATION WITHIN T 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 ROOF VENTILATION CD ELEV - FRONT LOWER ROOF STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY ATTIC AREA: 158.0 VENTILATION REQUIRED: 76 SQ IN (lsf PER 300sf OF ATTIC AREA) PROVIDE 50-60% OF REQ'D VENTILATION WITHIN T OF EAVES & 40-50% WITHIN T OF RIDGE LOWER VENTING REQUIRED: 50-60% OF VENTILATION REQUIRED BIRD BLOCKING: 3.70 SQ IN NET FREE AREA PER LF ((3)-2" DIA SCREENED HOLES, EA TRUSS BAY) LF OF BIRD BLK'G PROVIDED: 3.5 ACROSS FRONT AND REAR EAVES ONLY (PROVIDE SOLID 2x BLOCKING ALONG EAVES WHERE WALLS OR OVERHANGS ARE PARALLEL TO AND WITHIN 5FT OR LESS OF PROPERTY LINES) BIRD BLOCK VENT'G PROVIDED: 12.9 SQ IN AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA. VENTILATION REQ'D / AREA PER VENT: 0.50 # ROOF JACKS PROVIDED: 1 ROOF JACK VENT'G PROVIDED_ 50 SQ IN TOTAL LOWER VENTILATION PROVIDED: 62.9 SQ IN (55.7%) UPPER VENTING REQUIRED: 40-50% OF VENTILATION REQUIRED AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA. VENTILATION REQ'D / AREA PER VENT: 0.61 # ROOF JACKS PROVIDED: 1 TOTAL UPPER VENTILATION PROVIDED: 50.0 SQ IN (44.3%) TOTAL VENTILATION AREA PROVIDED: 112.9 SQ IN CRAWL SPACE VENTILATION CRAWL SPACE AREA: 612.0 SQ FT VENTILATION REQUIRED: 293.8 SQ IN (1sf PER 300sf OF CRAWL AREA) FOUNDATION VENTS USED: 7" x 14" NET FREE AREA PER VENT: 73.5 SQ IN (25% REDUCT w/ 1/4" MESH) VENT AREA REQ'D / AREA PER 'VENT: 4.00 # OF VENTS REQUIRED: 4 7" x 14" VENTS PROVIDED: 6 7" x 14" FOUNDATION VENTS VENT AREA PROVIDED: 441 SQ IN D/S SYMBOLS $ LEGEND 0 SMOKE DETECTOR BIRD BLOCK OR SMOKE/CO2 DETECTOR " SOFFIT VENT LOCATION �H NEAT DETECTOR/ALARM AF50 ROOF "JACK" AIR VENT. la" (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 (w/ CUT-OUT SIZE *SHAPE ANCHOR 0 P.T. 2x2 NAILER FOR GARAGE WRAP t SIDING ATTACHMENT ELEVATION PLAN VIEW GARAGE WRAP t SIDING NA LER's ,� TALL GARAGE P �ER (_0 )�- LL _ X Lu Q SCALE: 3/4" = 11-011 VgNT, LINE OF DRAFT STOPPING AT FLOOR TRUSSES: FLOOR TRUSS MFR TO DESIGN TRUSSES FOR BLOCKING CRAWL SPACE 1811 MINIMUM CRAWL SPACE. 12" MINIMUM UNDER BEAMS. 6 MIL BLACK POLYETHYLENE GROUND COVER. LAP JOINTS 12" R-30 INSULATION BTWN. JOISTS. SLAB ON GRADE 4" THICK CONCRETE SLAB SLOPE TO DOOR 4" PER FT. AREA OF RAISED PIER. AREA OF RAISED PIER. 9)37 SEE SHEET 502 FOR SEE SHEET S02 FOR D3; A6 DIN's t STRUCTURAL. DIM's t STRUCTURAL. A6 _ APPLY FSK PAPER AT -_T-7 ' EXT. RIM OF GARAGE ROOF EAVE VENTS-, LOWER ROOF FLANI LFFER FLOOR - ICRaW_ S=CE`✓ENTS ROOF FITGNES: Cl ELEV. FLU�15NG DRAN LCCATICNS: DRAN(S): BUCK -OUT WHEN WALL LENGTH IS LONGER THAN 6' P.T. 2x2 NAILER FOR GARAGE WRAP (CORNERONDITION) t SIDING C ATTACHMENT 1 PLAN VIEW AREA OF RAISED STEM RAISED STEM WALL WALL: S D NG NA LER D 2 SCALE: 3141' O Sl-AB ON GRAD:: 4" THI,'-K CONCRETE SLAB 0 GRANULAR FILL PROVIDE 2" R-10 EPS RIGID INSULATION BELOW ENTIRE SLAB. TURN UP AND BEVEL INSULATION AT SLAB EDGES RESUB Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DONNSFOUTS/ �1AN FL.i�� Cl ELEV. - �z C0 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 SQ. FT: 204 MAIN LEVEL SQ. FT.: 1377 UPPER LEVEL SQ. FT: 1383 TOTAL AREA 59. FT.: 2g64 GARAGE AREA SO. FT.: 662 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION, SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: YII = 11_011 514EE7 CONTENTS: DOWNSPOUTS, VENTING, PLUMBING DRAIN(S): 'Cl ELEVATION /47 SCALE: 114" = 1'-0" UPPER FLOOR ELECTRICAL PLAN ALL ELEV's SIM. SCALE: 1/4" = 1'41 ELECTRICAL PLAN NOTES: 1. SMOKE DETECTORS TO BE 110V, INTERCONNECTED, W/ BATTERY BACKUP * CENTRALLY LOCATED IN EACH HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE INSTALLED WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24" (IRC R314) 2. A COMBINATION SMOKE / CARBON MONOXIDE DETECTOR SHALL BE PLACED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. (IRC R315) 3. SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS TUB OR SHOWER. (IRC R314) 4, IONIZATION SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 20 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. 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) 5. 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 STACKED DATA (TDP) JACK 4 SMURF TUBE ACCESS BLANK PLATE 9 6 e 9 MAIN FLOOR ELECTRICAL PLAN (ALL ELEV's S SCALE: Y" = 1'-0" ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION $ SINGLE POLE SWITCH RECESSED CEILING MOUNTED LIGHT FIXTURE TDP MULTI -WAY SWITCH CEILING MOUNTED LIGHT FIXTURE D/P COMBINATION RG6 w/ (2) CAT5E COMBINATION JACK WITH (2) CAT5E 0 IIOV DUPLEX CONVENIENCE OUTLET P PENDANT LIGHT FIXTURE 1 TELEPHONE JACK 0 IIOV DUPLEX CONV. OUTLET W/ GFI (GROUND FAULT INTERRUPTER) WALL MOUNTED LIGHT FIXTURE (INT. 4 EXT.) SIMURF TUBE SMURF TUBE OR EQUIVALENT (a 220v or 240v OUTLET (PER EQUIP. SPEC) FLUORESCENT FIXTURE (OR SIM.) PORCELAIN KEYLESS LIGHT FIXTURE A/C IIOV SMOKE DETECTOR, W/ BATTERY BACKUP COMBO CO2 # SMOKE DETECTOR M NEAT DETECTOR / ALARM sP HOME AUTOMATION CONTROLS (D IIOV DUPLEX OUTLET (WEATHER PROOF) PRE -A/C OR NEAT PUMP EXT. HOOK-UP 0WwT (1) 110V OUTLET 4 (2) USE, OUTLETS BLANK PLATE IIOV DUPLEX CONVENIENCE OUTLET FOR NOT WATER TANK DOOR BELL FLAT PANEL PRE -WIRE SURROUND SOUND SPEAKER •N HALF HOT IIOV DUPLEX CONVENIENCE OUTLET RECESSED CEILING MOUNTED FAN, V.T.O. (Dw0 GARAGE DOOR OPENER 110V DUPLEX CONVENIENCE OUTLET IIOV DISHWASHER OUTLET WHOLE HOUSE FAN • CENTER ALL LIGHT FIXTURES ON VANITY SINK(S). a LIGHT FIXTURES OVER VANITIES TO BE 82"-86" F.F. a REFER TO CABINET LAYOUTS FOR KITCHEN APPLIANCE AND VANITY CENTERLINE LOCATIONS. ODw TM WHOLE HOUSE FAN TIMER CONTROL (DD 220V CLOTHES DRYER OUTLET MINI -SPLIT WALL MOUNTED HEATING *COOLING UNIT (MINI —SPLIT) w Fm�@E ELE-. CLG. CLOTHES WASHER OUTLET NEATER 220v OUTLET FOR ELECTRIC CAR CHARGER fffl ELECTRICAL CEILING NEATER (CADET OR 51M.) I THERMOSTAT POWER "WHIP" +86" HOOD +78" RANGE +18" FOR UTILITY LAYOUT, SEE W5/11A SCALE: y" ESUB w <_t 1 Lri co z � LLI o LLA kJ COPYRIGHT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL OR BASEMENT SQ. FT.: 204 MAIN LEVEL SQ. FT.: 1377 UPPER LEVEL SQ. FT.: 1383 TOTAL AREA 2964 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: I/11 = 11-011 SWEET CONTENTS: l ELECTRICAL PLANS Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT - 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. 2x6 BOTTOM PLATE NAIL PER SW SCH RIM PER PLAN ANCHOR BOLTS t SPACING PER SW SCHEDULE R38 INSULATION 2x6 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 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 I 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 < 0 n \� 0 �\ a 0 \ \ HAND RAIL @ _ \ 0 CID 34"-38" \ ABOVE NOSE \ OF TREAD CONNECT II II STRINGERS TO RIM w/ 0 1 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 /\ TREAD RAILING OPT CHOSEN \o Lr I hi o 0 \ w 0 W I II 0 � II 0 I I NOTE: ALL STAIR CONSTRUCTION, CLEARANCES AND HANDRAIL LOCATIONS PER IRC SECTION 312. 0 � 0 lx4 STRONG BACK 01 0 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 7%" MAX RISER HEIGHT. SCALE: N.T.S. 10" 111N 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. , 45Y2" R.O. 51-911 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 LLA 'IQ 2x4 FIREPLACE WALL FRAMING A -a FRAM NG SECT ON SCALE: N.T.S. RESUB Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION � ITEMS �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 S0. FT: 1383 TOTAL AREA 50. FT.: 2g64 GARAGE AREA SO. FT.: 662 NEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: yll = 11-011 SHEET CONTENTS ARCNI7ECTURAL DETAILS TYP. EXTERIOR NALL SECTION SCALE: N.T.S. TYP STAIR SECTION SCALE: N.T.S. F REPLACE PLAN V EN SCALE: N.T.S. SLIDING GLASS DOOR SELF ADHESIVE PER PLAN MEMBRANE PAN SLIDING GLASS DOOR FLASHING NAIL FLANGE NAIL ON FLEXIBLE GAL V T FLASHING FLASHING 2" MIN FROM TOP OF FLOOR JOISTJN L LEDGER TO LAG SCREW PER PLAN 5/44 CEDAR DECKING PER PLAN 2x PT JOIST PER PLAN r a a r r HANGER PER PLAN RIM JOIST=III PT LEDGER PER PLAN BUILDING PAPER SHEATHING PER PLAN INSTALLED BEHIND LEDGER AND PAN SIDING PER PLAN FLASHING. LAP OVER HOUSE WRAP LEDGER INSTALLED BEFORE SIDING w/ BUILDING PAPER BEHIND IT w/ 811 EXPOSED ON ALL 4 SIDES � DECK LEDGER DEAIL N.T.S. 5-0 TO HOSE BIB 3'-0 TO C. L. OF PRONTO BEND FRONT _ CORNER OF LOUSE AT GARAGE ELECTRICAL METER MAIN PRONTO BEND INSTALLED ON EXT. OF HOUSE LOSE DPI`_ BIBB INSTALL GROUNDING PROD 12" FROM PRONTO BEND FORTIFLASL o/ FLASHING q" MOISTOP AND MOISTOP. TURN FORTIFLASH I" ONTO PANEL, ALL SIDES * CORNERS. FLASHING 2x2 TRIM @ PERIMETERLf TYP. OPENING FOR ELEC. 60 MIN. BLDG METER BOX, FIREPLACE PAPER BEHIND DIRECT VENT, RANGE VENT, METER MAIN DRYER VENT, ETC. SEE DETAIL WIO FOR MOISTOP INSTALL INSTRUCTIONS ELECTRIC METER $ NOSE BIB LOCATION (NO GAS METER) SCALE: N.T.S. / 10'-0 TO NOSE BIB ol V-0 TO C.L. OF PRONTO BEND lo 31—/ II 31-011 lo EDGE TO EDGE TO EDGEol EDGE ELECTRICAL METER MAIN ® PRONTO BEND FRONT INSTALLED ON CORNER EXT. OF HOUSE OF LOUSE AT GARAGE oo HOSE BIBB GAS - METER INSTALL n GROUNDING ROD 12" FROM —_ PRONTO BEND FORTIFLASH o/ FLASHING q" MOISTOP AND MOISTOP. TURN FORTIFLASH I" ONTO PANEL, ALL SIDES t CORNERS. FLASHING 2x2 TRIM @ PERIMETER TYP. OPENING FOR ELEC. 60 MIN. BLDG METER BOX, FIREPLACE PAPER BEHIND DIRECT VENT, RANGE VENT, METER MAIN DRYER VENT, ETC. SEE DETAIL WIO FOR MOISTOP INSTALL INSTRUCTIONS ELECTRIC t GAS METER, NOSE BIB CLEARANCES LOCATIONS I� STUD WATEI BARRI JOINT INSTA IN NO CONTf SIDING PLAN SIDING BUTT JOINT FLASP I NG SCALE: N.T.S. 30# FELT PAPER STARTER STRIP FLASHING GUTTER PER A I PLAN ROOF TRUSS FASCIA PER PLAN � FLASq I NG DETAIL @ EAVE SCALE: N.T.S. OVERLAP MIN. 18" I BLDG. PAPER TYP. SIDING PER PLAN 2x2 PRIMED TRIM N�)��IN G /ISIDE CORNER N.T.S. x 3" LAG SCF POSITIVELY ATTACH TO WALL STUDS. L SCREW TO PENETR� STUDS I" MIN., TYF 1/3 AND 2/3 HT LWT. ATTACH w/ 1 x 16 GA. STRAP 2/3 HT OF NW 1/3 LT OF HWT LINE OF NERVESTRAL BEHIND BOTTOM OF SIDING EVYEAIr1 MIKI /II IIL] IAmm EXTERIOR DOOR FLASP I NG SCALE: N.T.S. CENTER TRIM 4 LANDING ON FRONT DOOR / OPERABLE SIDE OF SLIDER EQ EQ SGD PER PLAN OPERABLE! PANEL I ---------- ---------- I I EQ. e EQ. I - I FRONT PORCH 0 PATIO 3'-0 LANDING TYP. Q. @ BACK PATIO's Q. FIXED PANEL 2x6 HEARTWOOD CEDAR TRIM, EQ. ALL SIDES, CAULK/SEAL 3'6' LANDING TYP. POUR AGAINST NERVASTRAL I BACK PATIO's SHOULD ALWAYS BE POURED IN THE DIRECTION OF THE FIXED SIDE OF THE S.G.D. WHENEVER P05518LE �,- 2x6 HEARTWOOD CEDAR TRIM DOOR LANDING PER PLAN. POUR THRESHOLD AGAINST NERVESTRAL 24 HEARTWOOD CEDAR _ - / - - TRIM w/ FLASHING @ NERVESTRAL HOUSE INTERSECTION, -LANDING PEP PLAN WHERE OCCURS iMiN 2'x3', T)'F.i -4 OF STEPS 7,61) BY --- I I LINE OF NERVESTRAL MUD SILL i E CONDITIONS I- 1 ---Sl CONC. WALL — SLAB ON GRADE,° SILL A PER S GYP. E EXT W PLAN INSULA (WHER P —III III = SEE D36 FOR FRONT DOOR I -III III IIIII �� AND FRONT PORCH DETAIL EXT. LANDING DETAIL @ SLIDING GLASS DOOR, TYP SCALE: N.T.S. NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION t ITEMS WINDOW FRAME 3/8" BEAD CAULK SEALANT TRIM PER ELEVATION (WHERE APPLICABLE) MOISTOP (SEE DETAIL WIO FOR INSTALL) FORTIFLASH ON ALL SIDES OF WINDOW SIDING PER PLAN BLDG. PAPER LHEADER / ROUGH OPENING (JAMB \ —SILL \ PENETRATION SILL FLASH I NG� BUILDING PAPER TO EXTEND MIN. 12" BEYOND ALL EDGES STEP 1 OF THE PENETRATION s ATTACH SILL STRIP OF Ol" WIDE M015TOP (OR EQ.) FLASHING MATERIAL WITH THE TOP EDGE EVEN WITH THE TOP OF THE ROUGH SILL. • EXTEND THIS STRIP AT LEAST 12" BEYOND THE EDGE OF THE ROUGH OPENING PENETRATION PROTECTION • ATTACH FLASHING MATERIAL WITH CORROSION -RESISTANT STAPLES. SCALE: N.T.S. *NOTE: SEAL ALL EXPOSED FASTENERS SHEATHING PER PLAN INSULATION BLDG PAPER PER PLAN APPROVED FLASHING (O.lq x 10" ROLL) SIDING PER PLAN 1-1/2" GAP a BTWN ROOF AND SIDING ROOF SHINGLES 30# FELT TO EXTEND UP WALL 12" MIN. 7/16" PLYWD. SHEATHING WINDOW SILL @ NOOD FRAME NALL SCALE: N.T.S. NOTE: USE 3 STRAPS ON 75 GALLON AND GREATER SIZES WATER NEATER (DINT) STRAPS ROOF SHEATHING PER PLAN ROOF TRUSS ROOF TO NALL FLASq I NG SCALE: N.T.S. GYP. BD. TRIMMER KING STU SEALANT MOISTOP DETAIL W FOR INST WINDOW F SEALANT TRIM PER (WHERE AI I Lll r LLLr � N I NOON JAMB DETA I L SCALE: N.T.S. LAP SIDING, U.NO. (HOLD 1-1/2" OFF ADJOINING ROOF) METAL FLASHING (MAY BE STEPPED) BUILDING PAPER ON SHEATHING (SIDING CUT AWAY FOR CLARITY) METAL RAIN DIVERTER (THE PURPOSE IS TO SHED THE WATER OFF THE ROOF AND KEEP IT AWAY FROM TLE VERTICAL WALL BENEATH). FASCIA PER PLAN w/ GUTTER r i/ *NOTE: SEAL ALL EXPOSED FASTENERS DETAIL @ROOF/NALL INTERSECTION CONT. BEAD OF 0904 ►.00� ►i�i�i ►00.• ►�.NE ►**4 BUILDING BUILDING PAPER PAPER TYP. TYP \ LEADER / ROUGH OPENING JAMB \ / SILL \ N STEP 2 • ATTACH JAMB STRIPS OF q" WIDE MOISTOP (OR EQ.). FLASHING MATERIAL WITH INSIDE EDGE EVEN WITH THE JAMB OF THE ROUGH OPENING. • START JAMB STRIPS 2" BELOW SILL STRIP AND EXTEND 6" ABOVE LOWER EDGE OF LEADER. \\ NAIL F ANGEJ �UUND RINSILAPER STRIP STEP 3 STEP 4 • APPLY A 3/8" CONTINUOUS BEAD OF CAULK TO THE BACK OF THE FRAME •APPLY THE NEXT COURSE OF BUILDING PAPER (BUTTING TO THE NAILING FLANGE AT ALL SIDES OF THE WINDOW FRAME OPENING) OVER THE JAMB FLASHING MATERIAL. • PLACE AND SECURE FRAME INTO ROUGH OPENING WITH FLANGES OVER THE • APPLY SUCCEEDING LAYERS OF BUILDING PAPER IN SHINGLE INSTALLED JAMB AND SILL * JAMB M015TOP (OR EQ.) FLASHING MATERIAL. BOARD FASHION UP THE WALL, LAPPING COURSES A MINIMUM OF • NAIL WINDOWS PER WINDOW MANUFACTURER'S SPECIFICATIONS 1/2 PAPER WIDTH. • STARTING FROM THE BASE OF THE WALL, APPLY BUILDING PAPER UNDER THE SILL STRIP AND CUT ANY EXCESS BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL AND BETWEEN THE JAMBS OF THE OPENING. • ADD FORTIFLASH STICK FLASHING @ BOTH SIDES OF WINDOW • APPLY SLOPED 28 GA.. 2" BACK, PREFINISHED METAL FLASHING TO OPENING. • APPLY 6" FORTIFLASH OVER TOP HEAD FLANGE OF WINDOW. EXTEND PAST JAMB FLASHING 2" 1.11�n STANDARD FLASPING MATERIAL APPLICATION AT OPENINGS SCALE: N.T.S. INSULATION (WHERE OCCURS) ND. FRAME WALL PER PLAN 7/16" PLYWD. SHEATHING BLDG. PAPER SIDING PER PLAN FORTIFLASH ON ALL SIDES OF WINDOW ROOF SHINGLES PER SPEC. 30# ROOF FELT 7/16" OSB ROOF SLEATL I NG INSULATION (WHERE OCCURS) — WD. FRAME WALL PER PLAN R-10 INSULATION — BEHIND HDR, TYP @ ALL LDR's GYP. BD. HEADER PER PLAN - F7/16" PLYWD. SHEATHING 6" FORTIFLASH 0/ FLASHING SIDING PER PLAN BUILDING PAPER MOISTOP (SEE DETAIL W110 FOR INSTALL) MIN. 1/4" GAP BTWN SIDING AND FLASHING FLASHING TURN DC 1/4" AT EACH END TRIM PER ELEVATI, (SEE ELEV. FOR (WHERE APPLICABL WINDOW HT) SEALANT SEALANT WINDOW FRAME I WINDOW MEAD DETAIL SCALE: N.T.S. STUDS @ 16"oc (NO POSTS/ POINT LOADS ABOVE VENTS) SIDING PER PLAN EQ. �, EQ. ,�' BOTTOM SILL PLATE 3/4" TtG SUBFLOOR FLASHING 7-1/2"x15-1/2" CEDAR RIM VENTS w/ GALV SCREEN - PROVIDE LOUVERED VENTS @ FRONT ELEVATIONS RIM PER PLAN ' P.T. MUD SILL ' CONCRETE FOUNDATION **DO NOT INSTALL VENT(S) CLOSER THAN 3TO GAS METER** #BUILDING PAPER SHOULD BE INSTALLED OVER FLASHING�* U° >A NOTE: PER WSEC R402.2.7: WHEN FOUNDATION VENTS ARE NOT PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION, A PERMANENTLY ATTACHED BAFFLE SHALL BE INSTALLED AT AN ANGLE OF 30° FROM HORIZONTAL, TO DIVERT AIR FLOW BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. FOUNDATION VENT RESUB Jun 15 2023 CITY OF EDMONDS EVELOPMENT SERVICES DEPARTMENT �z CO z � kli 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 50. FT.: 204 MAIN LEVEL $0. FT.: 1377 UPPER LEVEL 50. FT.: 1383 TOTAL AREA S0. FT.: 2964 GARAGE AREA SQ. FT.: 662 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING RWISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: )I" = 11-011 SHEET CONTENTS: WATER INTRUSION DETAILS A 10 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Project Information Messages / Results " PLAN NAME: WINDOM C, WINDOM D PLAN SERIES: GLACIER Review required for custom entries: - Doors CITY OF E DMONDS UA Reduction = 54.26, Proposed UA is better than baseline by 11 % UA-reduction meets selected Option 1.3 Contact Information JASON ATKIN ARCHITECTURAL PLANS COORDINATOR PACIFIC RIDGE HOMES Whole House Mechanical Ventilation Airflow Rate: 187.5 CFM with Run Time Percent of 50%, Unbalanced, Distributed watkin acificnd ehomes com ' Results assume your inputs are complete and correct. Results do not constitute an approval. Analysis should be reviewed by your AHJ. ANALYSIS SET UP What code compliance pathway are you using? Prescriptive Path Compliance with Option 1 (xeferred Project Building Type? New Construction Occupancy Type? R3 Single family homes and duplexes Code Version? WSEC 2018 Classification: Medium Dwelling Unit -- 2964 sq. ft. Baseline Description: Code Baseline - Baseline and proposed window areas are equal. About Your Selection: Up to 15 sf exempt window and 24 sf exempt door allowable RESULTS - Comparison of Baseline and Proposed Design Component Performance. R occupancies Doors U = Overhead Glazing U = Vertical Glazing U = FlaWaulted Ceilings U = Wall (above grade) U = Floors over Crawlspace U = Slab on Grade F = Below Grade Wall U = Below Grade Slab F = Baseline U Area UA 0.300 20 60 0.500 0 0.0 0.300 449 1346 0.027 1,480 400 0.056 2.885 161 6 0.029 700 20.3 0,540 204 110.2 0.042 0 0.0 0.570 0 00 Proposed Design U Area UA 0.300 20 6.0 0 0.0 0.280 449 125,6 0.027 1,480 400 0,054 2,885 155.8 0,025 7001 17 5 0.360 204 73.4 0 0.0 0 0.0 Baseline UA Total 472.5 Proposed UA Total 418.3 Required Credits 601 Proposed Credits 6.0 from Tables 406.2 and 406.3 UA Percent Reduction 11 5% UA Reduction 54.3 If the Proposed UA <_ the Target UA, and the Proposed Credits from Table 406 are ? those required in Section R406, then the home meets the WSEC. Table R406.2 Fuel Normalization Credits Fuel Normalization Total Credits i stem No. Full Description Select System Type Credits 406.2 Energy Credits 406.3 406.2 & 406.? For an initial heating system using a heat purnp that meets federal standards for the equipment listed in Table C403.3.2(1)C or C403.3.2(2) OR Air to water heat pump units that configured to provide both heating and cooling and are rated in accordance with AHRI 550/590. Heat pump with electric resistance or fossil -fuel supplemental heat requires Heat Pump, air-to-air or air to water 1 0 50 6.0 D2are compliance with WSEC 403.12 "Heat Pump Supplementary Heat". Packaged Terminal Heat Pumps (PTAC-HP) requires an HSPF tested value (See SBC Interpretation dated December 2020). Ta le R406.3 Energy Credits Energy O do No. Category Select Options Credits Brief Description of Selected Options* 1 Efficient Building Envelope Option 1.3 0 5 U 0.28 Windows / R-38 floors or R-10 Fully insulated slab. Or 5% reduction in UA 2 Air Leakage Control and Efficient Ventilation Not Se te(1 0.0 3 High Efficiency HVAC option 3.5 1.5 Heat Pump: Air Source with min HSPF of 11 4 High Efficiency HVAC Distribution System 2 1.0 Ducts/distribution system in conditioned space per R403.3.7 5 1 Efficient Water Heating 1raCfed 00 5 2-5 Efficient Water Heating )ption 5.5 2 NEEA Tier 3 heat pump water heater 6 Renewable Electric Energy kWh No ed 0 0 7 Appliance Package Not Selected 0 0 Energy Credits 5.0 *Refer to WSEC 2018 Table R406.3 for comp to option descri ions and requirements TABLE FU III] i;7zl31li1L..1 Sy [em Description Primary H4ting Source IF Credits All Other Group R-2 2 Fur an inr�al system a heat pip 1_9 ■ that M & the 1quip ei t listed) in Tbbl' I. otr G4WL3L2M) ar Air Boater eat pump tPsat a lb cmi1gur>e,d t6 blcuo rgl :and are rat in accordani wren AIHM i t ■ TABLE 4 E14MG ' CRE13FI 'S CREalll M ■_ OPTIONZ Z DESCRIPTION AN Other Gtow W2 i.F-FF1 ":BUFLDll`JGi YFIVELOPE.OPTIONS ON only aptiai�r fiiwm1 tems iLll through `iL7�may beselectedin catiegmy- ; wrihl �v NA taagelsis demaxtstratedl ueinglSect;asar R407'.:ilATotal U'AaTtrnative; whew t]I MUO UTAA)] � the �orred %UA redQlsrm fi , complia lue is based on Table Ii4M!-" with Mile foUbiIvvingl -CLS NM ■ d[Trc ion •. U = OL28 � l�n i[rsd6 ft-IG perimeter and under entire slab' D ideslabl R."40 perimeter and under entireslab mpifart based an sin R402At lRadtrce the Total conductive UA. 3, HTGTH CiENCN HVAC E:Q..UW ENlif'OPTIONS aiptrasir from Ttems CHI tP[rarrgli a6 may biaseiucted in ffft.ca - ' n=soim cordm heat �, � lsurrpiwM irsnursaml HS1f;Folf ll'1_TJL, 1_15 WA • : To qualify bin daim1 Vft cmdit, ffm baiidimg pennta"td awinags shalespecifyffile- selected and shall specify1ftehiesiting equipri s typewidtim ilIIi�n�lTlI] silent of idemy ■ THERMAL ENVELOPE DETAILS - Proposed Design Conditioned Floor Area, Proposed Design 2.964 sq It Classification Medium Dwelling Unit Notes Exterior Doors Plan Component Door Width Hei ht ID Description Ref. U Qt. Feet Inch Feet Inch Area UA Exempt Code Baseline. U=0.30 0,30 1 2 " 6 18 5.3 FRONT Fiberglass with 10% glazing CUSt0r11 030 1 3 ° 6 " 20 6.0 0 0.0 0 0.0 0 0.0 0 00 0 00 0 0.0 0 0.0 0 0.0 0 00 Sum of Area and UA (excluding exempt door) 1 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 "`h Feet "`h 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 Cit. Width Hei ht Area UA Feet '"`I' Feet Inch Exempt - - - 1 FOYER U=0.28 (Options la, 1.3. 1.7 Table 406 2 0.28 2 2 0 5 20.0 5.60 2 BED 4 U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 8 ° 5 0 40.0 11.20 3 DOOR U=0.28 (Options 1a, 1.3, 1.7 Table 406.2 0.28 1 1 2 6 6 a 1 178 4.98 4 STAIR U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 1 4 ° 5 ° 20.0 5.60 5 DINING U=0.28 (Options 1a, 1.3, 1.7 Table 406.2 0.28 1 6 ° 4 ° 240 6.72 6 KITCHEN U=0.28 (Options 1a, 1.3, 1.7) Table 406.2 0.28 1 4 ° 3 6 14.0 3.92 7 SGD U=0.28 (Options 1a, 1.3, 1.7) Table 406.2 0.28 1 6 ° 6 70 41.0 11.48 8 LIVING U=0.28 (Options 1a, 1. 3, 1.7 Table 406 2 0.28 1 8 ° 5 0 40.0 11.20 9 LIVING U=0.28 (Options la, 1.3, 1.7 Table 406 2 0.28 2 2 01 2 0 8.0 2.24 10 3/4 BATH U=0.28 (Options la, 1.3. 1.7 Table 406 2 0,28 1 1 2 6 3 6 8.8 2,45 11 BED 3 U=0.28 (Options la, 1.3. 1.7 Table 406.2 0.28 1 8 ° 4 6 36.0 10,08 12 UTILITY U=0.28 (Options 1a, 1.3, 1.7 Table 406 2 0.28 1 2 6 4 6 11 3 3.15 13 STAIR U=0.28 O tions 1a, 1.3, 1.7 Table 406.2 0.28 3 2 6 4 6 33.8 9.45 14 STAIR U=0.28 (Options la, 1.3, 1.7 Table 406.2 0,28 1 4 ° 5 0 200 5.60 15 LOFT U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 7 ° 4 0 28.0 7.84 16 BED 1 U=0.28 (Options la, 1.3. 1.7 Table 406.2 0.28 1 2 2 ° 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 ° 4 6 36.0 10.08 18 BATH 1 U=0.28 (Option 1a, 1.3 1.7 Table 406.2 0.28 1 5 ° 4 0 20.0 5.60 191 BATH 1 U=0.28 (Options la, 1.3 1.7 Table 406.2 0.28 1 1 2 ° 3 °1 6.0 1.68 20 BED 2 U=0.28 (Options la, 1.3 1.7 Table 406.2 0,28 1 1 4 ° 4 01 16.0 4.48 21 1 1 1 - - Sum of Area and UA 448.5 125.6 Vertical Glazing Area Weighted U 0.280 Vertical Glazing and Doors Area Weighted U 0.281 FlaWaulted Ceilings Plan ID Component Description Ref. Attic U Area UA UPPER R49 blown Attic STD baffled Code Baseline, Option 1.1-1.4 10-7 0 027 1,396 37.7 MAIN R49 blown Attic STD baffled Code Baseline, Option 1.1-1.4 10-7 0 027 84 2.3 Sum of Area and UA 1,480 40.0 AC. equipn[ent-and assciclated-i Tot ysturQ 111 $OII sha cdRiiM _ ?UA i ILoicaffbig system) camponentsi in conditimwld cravd spa>ies. imT t perirsiffiedl ; mdL-r ioptibm Efeztk Tom- tanit heat and dueffess heat pumps are not pein[iffedl undrer ffft qA-W , Il&eict combusttm head equTpmentwr�n ATFUE low than is not PainII Linder thtopfforn-. To quaft to claim tf credit„ Ifte b®N-kftg Permit drawinc�ss shall s ievif fi` Wkm being selected and shall specify the beating eqpTprneftlt typer wind • shall show Um locatiani of tille heaffing and cooling egarid aff the duciwcwik 5. EIFiFI'CTENT WATER HEATING OPTIONS Ori l (r one apticsn Trarm Ttenis 52 th m8y11 be selected ir[ tft-m mate Ttem15A nW bim combined) with any s ■ ■ ,.11r ter, heating system) shailll7nclWe i¢Irie~ntthe iblkyoftig: 2-0 Z5 ■ ectne heatpump waterheatair meek 111huaTdil; lbrTmI rM at A 1 ad anzed WatetrhealJn9 spedFca5Dn 0117 Bw P W, ales best pump} lwMier hater ft meetir[g its standard fw- rer m of NE B advanced voateairbeating specrTl'caftTitin shiali suWfy dbmesft hatuatu all wid-ti . gone water heateris aerv>Ing mu ffvm one dwieffIng unit all hotwatersupsply and reewculafforu pipingl shalTl be insulated 9oi'th FE-8 m'in'til0ml Pam' ifisuTatlaititL. To auaZy ta) cla rm W credit, the btailding perm) malts shall the option being selected and sttaTl apiecft the water heater eiglapment use . ; andffmmitffmu It equipment efflDfency�- ; NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION 4 ITEMS Walls Above Grade Plan ID Component Description Ref. Wall U Net Area UA R21 cavil +RO foam INT 2X6W La Code Baseline 10-5 0 054 2 885 156 Sum of Area and UA 2,885 156 Floor over crawl or exterior Plan ID Component Description Ref. Floor U Area UA R38 vented Joist 16oc (Options la-1c, 1.3-1.5 10-3 0 025 700 18 Sum of Area and UA 700 18 Slab on Grade less than 2 feet belowgrade) Plan ID Component Description Ref. Slab F Slab Perim FP R10 Fully insulated (Options la-1c. 1.3-1.5 10-2 0 360 204 73 Sum of Perimeter and FP1 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 01 0.0 1 01 0 Ventilation Requirements Number of Bedrooms Run -Time Percent in Each 4-Hour Segment Is the system Balanced? Is the system Distributed? Ventilation Code Section Whole House Mechanical Ventilation Airflow Rate 5 50% Unbalanced Dli tributcd Verify system meets definition of'Distributed Whole -House Ventilation' IRC. Chapter 15 188 CFM HVAC Thermal Distribution System Download RS-33 (2018) htt ://www.ener wsu edu/Documents/Duct%20Testinq%2OStandards%2c Is this a hydronic heating system? No Location of Ducts Conditioned Space Location of Air Handler Conditioned Space Is Duct Testing Required? No Option 4 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 Sizing? I,, .. Heating System Sizing - Proposed Design Try Out BetterBuiltNW's HVAC Sizing Tool: httr)s://betterbuiltnw.com/resources/hvac-sizing-tool Nearest Weather Station Indoor Design Temperature Outdoor Design Temperature Design Temperature Difference (AT) Conditioned Floor Area, Proposed Design Conditioned Volume Leave blank to use default of 8 5 ft telling height HVAC System Type Location of HVAC Distribution System Sum of UA, including exempt door and window Envelope Heat Load Sum o1 LIA X 1T Air Leakage Heat Load ((Volume X 0 6) X 1T) X 018)) Building Design Heat Load Air Leakage+ Envelope Heat Loss Building and Duct Heat Load For ducts located in unconditioned space. Sum of Building Heat Loss X 1 1 For ducts located in conditioned space or ductless. Sum of Building Heat Loss X 1 Maximum Heat Equipment Output Building and Duct Heat Loss X 1 25 for heat pumps Building and Duct Heat Loss X 1.40 for all other systems 70 F 24 F 46 F 2.964 ft2 25,194 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(1) 2018 WSEC WHOLE HOUSE MECNANICAL VENTILATION AIRFLOW RATE VENTILATION NOTES AND STANDARDS: (VENTILATION RATES IN TABLE ARE MINIMUM OUTDOOR AIRFLOW 1 WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY A CENTRAL RATES MEASURED IN CFM) EXHAUST FAN IN ACCORDANCE WITH M1505.4.1.1. W N DON 2. 3. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY. WHOLE HOUSE FAN CFM RATE BASED ON TABLE M1505.4.3(1). HOUSE NAME: EXAMPLE: 70 CFM FOR 4 BDRM 2600 SF HOME, AND THEN INCREASE 70 CFN 1.5 = 105 CFM BY FACTOR OF 1.5 PER TABLE M1505.4.3(2) TO ACCOUNT FOR WHOLE HOUSE FAN CFM CALL: x s NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM. 4. WHOLE HOUSE FAN SHALL BE 1.0 SONES OR LESS, AND SHALL NAVE TABLE M1505,4.3(1) AN EFFICACY OF 2.8 CFM / WATT PER WSEC R403.6.1. WHOLE-HOUSIk PACCHANICAL VENTiLATION AfRrLOWf RATE 5. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE 11,141mt7arofBe WINDOWS PER STATE CODE INTERPRETATION 17-15. Dwelling unit 0-1 2 3 1 ; 0 s or mc,r" 6. LOCAL EXHAUST FAN RATES ARE AS FOLLOWS: KITCHEN - 100 CFM INTERMITTENT. BATHROOMS/TOILET RMS - 50 CFM INTERMITTENT. Ftovr Arta (equara foot) ,tilt ow in O rn 7. HEATING DUCTS ARE NOT ALLOWED TO DISPLACE REQUIRED < 540 30 30 35 45 5D 501 • 1.0D0 30 35 40 50 55 4-OQ1 • t,5ra0 3d 40 45 55 60 1.501 - 2,t700 35 45 50 60 8-5 40 50 55 1170 2.501 •3 090 45 55 60 71111 75 3AOt - 3.5m 50 60 11 75 BD INSULATION WITHIN THE EXTERIOR WALLS, FLOORS AND CEILINGS. 8. PER IRC M1502.4.5.: WHERE THE DRYER VENT EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6FT OF THE EXHAUST DUCT CONNECTION. CI. THE BUILDING'S THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQ'MNTS OF 3,501-40W 55 Es 7u so es SECTIONS R402.4.1-R402.4.4. AIR LEAKAGE RATES TO NOT EXCEED 4,001 -;,sofa 60 1 74 1 75 65 5.0 A.C.N. (R402.4.1.2) 601 - S Qw 65 75 1 80 so 95 10. ENERGY CODE COMPLIANCE CHART WITHIN 3' OF ELECTRICAL PANEL. 11. A PROGRAMMABLE THERMOSTAT IS REQUIRED. M1SOS-4.3.1 V■nlflatiun quality adjuaLment. The mnlmum whole house ventilation rate from Section 12. A MINIMUM OF 75% OF ALL LIGHTING MUST BE NIGH EFFICIENCY 13ab-4-:& omu m adjusted by the system meniebbn l to mein RA15US-4-3i2) based an ilea system [ype nol mooting the definition of a ba&ncad*hole mouse venfiilaSon system arrdror not meeting the clefiriftni of a dizOlU fed Oor'e hov&n veiVifaibn syslern, TABLE M15115.4-3(2} SYSTEM COEFFICIENTCsrswmll System Type nistrlbtrled Net Dlorlksuted B alancOd 1.0 1-2.` Mot balanced 1-25 1 VENTILATION SCHEDULE I NUTONE OR EOUIV 1.0 SONES CFM RATE PER CALC. 2 NUTONE OR EQUIV 1.5 SORES NOTES: # USE 100 CFM MIN. FAN AT KITCHEN # USE 50 CFM MIN. FANS AT ALL OTHER LOCATIONS EXC. W14F # ALL FANS VENT TO OUTSIDE (V.T.O.) RESU Jun 15 20, CITY OF EDMONI DEVELOPMENT SER DEPARTMENT co z � LLA o LLA �J COPYRIGHT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL OR BASEMENT 50. FT.: 204 MAIN LEVEL SQ. FT.: 1377 UPPER LEVEL 59. FT.: 1383 TOTAL AREA 50. FT.: 2"164 GARAGE AREA 50. FT.: 662 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: I/11 = 11_011 SHEET CONTENTS: 2018 WSEC CREDIT OPTIONS t CALC'S All GENERAL STRUCTURAL NOTES: CRITERIA: 1.1 All Materials, workmanship, design, and construction shall conform to the drawings, specifications, and the International Building Code (IBC), 2018 Edition 1.2 Design Loading Criteria The Design Loading of the Structure is as follows: Live Loads (in accordance with IBC Table 1607.1) Occupancy or Use Uniform Live Load Concentrated Live Load Notes Floor, Residential 40-psf - Balconies & Decks 60-psf - 1.5 x Occupancy Load Uninhabitable attic, with storage 20-psf - Concurrent with Snow Loads Unihabitable attic, without storage 10-psf - Non -concurrent with Snow Loads Handrails and Guards - 200-lbs Any point, any direction (ASCE 7-16, Section 4.5.1) Wind Design Data ASCE 7-16, Chapter 28: Simplified Envelope Procedure Basic Design Wind Speed (3-sec gust), V 100 mph Risk Catagory II Wind Exposure B Internal Pressure Coefficient N/A Exterior Components and Cladding 25-psf Topographical Factor, Kt 1.00 Snow Loads (ASCE 7-16, Chapter 7) Ground Snow Load, Pg 25-psf Flat Roof Snow Load, Pf = 0.7 Ce Ct IS P9 25-psf • Snow Exposure Factor, Ce 1.0 * Snow Load Importance Factor, IS 1.0 * Thermal Factor, Ct 1.2 Do not adjust for slope or drift unless noted on the Drawings. See Drawings for Additional Loading Criteria. Seismic Design Data ASCE 7-16, Section 12.8: Equivalent Lateral Force Procedure Risk Catagory II Seismic Importance Factor, le 1.0 Mapped Spect. Accel., Short Period, Ss Mapped Spect. Accel., 1-Sec, S, 1.500 0.500 Site Class D Spectral Response Coeff., Short Period, SIDS Spectral Response Coeff., 1-Sec, Sol 1.200 0.600 Seismic Design Catagory D Basic Seismic -Force -Resistance System Ply. Shear Walls Response Modification Factor, R 6.5 Seismic Response Coefficient, Cs 0.18 Design Base Shear, V 0.18 x Weight 1.3 Structural Drawings shall be used in conjunction with all other project documents for bidding and construction. Contractor shall verify dimensions and conditions for compatibility and shall notify architect of all discrepancies prior to construction. 1.4 Contractor shall provide Temporary Bracing for the structure and structural components until all final connections have been completed in accordance with the drawings. 1.5 Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform the work. 1.6 Contractor -initiated changes shall be submitted in writing to the Architect and Structural Engineer for approval prior to fabrication or construction. Changes shown on shop drawings only will not satisfy this requirement. 1.7 Drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used, subject to review and approval by the Architect and the Structural Engineer. 1.8 All structural systems composed of components to be field erected shall be supervised by the Supplier during manufacturing, delivery, handling, storage and erection in accordance with instructions prepared by the Supplier. GEOTECHNICAL: 2.1 Allowable Soil Pressure, Lateral Earth Pressure, and Soil Profile Type are assumed and therefore must be verified. If soils are found to be other than assumed, notify the Structural Engineer for possible foundation redesign. Footings shall bear on firm, undisturbed earth at least 18" below adjacent finished grade. Unless otherwise noted, footings shall be centered below columns or walls above. Backfill behind all retaining walls with free draining, granular fill and provide for subsurface drainage. Geotechnical Properties Soil Site Class D Allowable Soil Bearing Pressure 2000-psf Active Lateral Earth Pressure (Unrestrained) 35-pcf Seismic Lateral Earth Pressure 6H-psf Passive Lateral Earth Pressure 300-pcf Base Friction Coefficient 0.35 CONCRETE: 3.1 Concrete shall be mixed, proportioned, conveyed and placed in accordance with IBC Chapter 19 and ACI 318-14. Mix shall be proportioned to produce a slump of 5" or less. All concrete with surfaces exposed to standing water shall be air -entrained with an air -content conforming to ACI 318-14 Table 19.3.3.1 Concrete Strength, based on IBC Section 1904.1, shall be as follows: Type or Location of Concrete Construction (Moderate Exposure) Min. 28-Day Compressive Strength, f'c Interior Slabs -on -Grade 2500-psi Footings, Basement Walls, Foundation/Stem Walls 3000-psis Specified compressive strength (fc) specifications address serviceability requirements. Design strength of concrete is 2500-psi, therefore, strength tests are not required. Provided concrete mix tickets verifying strength specifications. 3.2 Reinforcing Steel shall conform to ASTM A615/A615M-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,1 Fbx- Fc1x FAX Ex Beams 24F-V4 DF/DF 2400-psi 1850-psi 650-psi 265-psi 1800-ksi Camber all glulam beams to 3,500' radius, unless otherwise noted. Glued laminated members exposed to weather or moisture shall be treated with an approved preservative. 6.3 Engineered Wood shown on the drawings are based on product manufactured by Weyerhaeuser in accordance with ICC Report No. ES ESR-1387. Alternate manufacturers may be used subject to review and approval by the Architect and Structural Engineer. All hangers and other hardware not shown shall be designed and supplied by the Joist Manufacturer. Each piece shall bear a stamp or stamps noting the name and plant number of the manufacturer, the grade, the ICC report number, and the quality control agency. Furnish to the following minimum standards: Member Use Product Fb Fcl F„ E Beams 1.55E Laminated Strand Lumber (LSL) 2325-psi 800-psi 310-psi 1550-ksi Beams 2.0E Laminated Veneer Lumber (LVL) 2600-psi 750-psi 285-psi 2000-ksi Beams 2.0E Parallel Strand Lumber (PSL) 2900-psi 750-psi 290-psi 2000-ksi Rim Boards Laminated Strand Lumber (LSL) 1700-psi 680-psi 400-psi 1300-ksi 6.4 Engineered Wood I -Joists shown on the drawings are based on joists manufactured by Weyerhaeuser in accordance with ICC Report No. ES ESR-1153. Alternate Engineered Wood I -Joists manufacturers may be used subject to review and approval by the Architect and Structural Engineer. 6.5 Prefabricated Connector Plate Wood Trusses shall be designed by the manufacturer in accordance with TPI 1-2014 for the spans and conditions shown on the drawings. Wood trusses shall utilize approved connector plates (MITEK, ITW or other approved Truss Plate Manufacturer). Unless otherwise noted, loading shall be as follows: Roof Truss Design Loading Member Uniform Load Top Chord Snow Load 25-psf Top Chord Wind Load (Uplift) 15-psf Top Chord Dead Load 7-psf Bottom Chord Live Load 10-psf Bottom Chord Dead Load 5-psf Floor Truss Design Loading Member Uniform Load Top Chord Live Load 40-psf Top Chord Dead Load 10-psf Bottom Chord Dead Load 5-psf Submit shop drawings and design calculations prior to fabrication. Submitted documents shall bear the stamp and signature of a registered Professional Engineer, State of Washington. Truss design drawings shall include, at a minimum, the following: A. Slope or Depth, Span and Spacing B. Location of all Joints and Support Locations C. Number of Plies if greater than one D. Required Bearing Widths E. Design Loads and Locations: Include Top and Bottom Chord Live and Dead Loads, Girder Loads, and Environmental Loads (Seismic, Wind, Snow, etc.) F. Other Lateral Loads, including Drag Strut Loads G. Adjustments to Wood and Metal Connector Plate Design Value for Conditions of Use H. Maximum Reaction Force and Direction (including Maximum Uplift) I. Metal -Connector -Plate Type, Size, Thickness, and Location J. Size Species and Grade for each Member K. Truss -to -Truss Connections and Truss Field Assembly Requirements L. Calculated Span -to -Deflection Ratio and maximum Vertical and Horizontal Deflection for Live and Total Loads M. Maximum Axial Tension and Compression Forces in each Truss Member N. Required Permanent Individual Truss Member Restraint Location and the Method and Details of Restraint Bracing to be used O. Placement Layout including Bearing Points, Intersections, Hips, Valleys, etc. P. Truss -to -Truss and Truss -to -Beam Connection Details and Hardware 6.6 Roof, Floor & Wall Sheathing shall be APA Rated, Exterior or Exposure 1 Plywood or OSB manufactured under the provisions of Voluntary Product Standards DOC PS-1 or DOC PS-2, or APA PRP-108 Performance Standards and Policies for Structural Use Panels. See Drawings for thickness, span rating, and nailing requirements. Unless otherwise noted, wall sheathing shall be (nominal) with Span Rating of 24/0. Glue floor sheathing to all supporting members with adhesive conforming to APA Specification AFG-01. 6.7 Wood members shall be protected against decay and termites in accordance with IBC Section 2304.12. Where required, members shall be naturally durable species or shall be treated with waterborne preservatives wood in accordance with American Wood Protection Association specification AWPA U1. Members shall be clearly labeled. Modifed treated members (ripped or end cut) shall be field treated in accordance with specification AWPA M4. WOOD (Continued): 6.8 Timber Connectors and Proprietary Fasteners shall be "Strong -Tie" by Simpson Company, as specified in their current catalog. Provide number and size of fasteners as specified by manufacturer. Connectors shall be installed in accordance with the manufacturer's instructions. Where connector straps connect two members, center strap on joint and provide number and size of fasteners as specified by manufacturer, with equal number and size of fasteners in each member. Alternate hardware manufacturer substitutions, such as USP Connectors, shall be ICC approval for equal or greater load capacities. All joist hangers and other hardware shall be compatible in size with specified framing members. See Hanger Conversion Table for pre -approved substitutions. Timber Connectors and their fasteners shall be protected from corrosion in accordance with manufacturer's recommendations or ASTM A 653, Type G185. 6.9 Dowel -Type Fasteners (Bolts, Lag Screws, Wood Screws and Nails) shall conform to Sections 11 and 12 of the ANSI/AWC NDS-2018. Dowel Type Fastener Grade Requirements at Exterior Use or Installation when in Contact w/ Treated Lumber Bolts ASTM A307 ASTM B 695, Class 55 Galvanized ANSI/AWC NDS-2018 Section 12.1.3 or Stainless Steel Hole = Bolt 0 + (1/32" to 1/16") Washer @ Bolt Head and @ Nut All-Thread/Threaded Rod ASTM F1554 ASTM B 695, Class 55 Galvanized ANSI/AWC NDS-2018 Section 12.1.3 or Stainless Steel Hole = Rod 0 + 0/32" to 1/16") Washer @ Each Nut Lag Screws ASTM A307 ASTM A 153 Galvanized ANSI/AWC NDS-2018 Section 12.1.4 or Stainless Steel Lead Hole = 0.5 x Shank 0; Shank Hole = Shank 0 Washer @ Lag Head Wood Screws ASTM A 153 Galvanized ANSI/AWC NDS-2018 Section 12.1.5 or Stainless Steel Pilot Hole = 0.75 x Root 0 (Unless Self -Boring) Nails ASTM F1667 ASTM A 153 Galvanized ANSI/AWC NDS-2018 Section 12.1.6 or Stainless Steel Avoid Overdriving or Underdriving; Avoid Wood Splitting Toenails 30°, 1/3 Nail Length from Joint Nails specified on the drawings shall be as follows: Nail Use Penny Weight Grade Framing Nails 12d Box 0.131 "0 x 3X" Sheathing Nails 8d Common 0.131"0 x 2%2" O O r w CV r �O Lr)00 O') 0 �o tQ o U W Z LL1 - U 2 ° rr u. w U d a a J J wJ Q =w O~ mm N rn r i6 All Metal Fasteners exposed to weather or in contact with treated wood shall be protected from corrosion according to table above. Nuts and bolts exposed to weather or in contact with treated wood shall be galvanized in accordance with ASTM A153/A153M-16a or Stainless Steel. See above for Proprietary Fastener requirements. Do not substitute standard Dowel -Type Fasteners for Proprietary Fasteners unless specifically allowed. 6.10 Wood Framing Notes: The following apply unless otherwise noted on the drawings: A. All wood framing details shall be constructed to the minimum standards of the IBC. Nailing not specified on the drawings shall conform to IBC Table Z Co W 2304.10.1 or ICC ES ESR-1539. Coordinate the size and location of all openings with Mechanical and Architectural Drawings. B. Wall Framing: Stud wall size and spacing shall be in accordance with the 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. V / 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 � N w o � N o N w RESUB Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Sol S07 1212X6 10 S08 SLAB -ON -GRADE PER S02 18" OPEN WEB FLOOR TRUSSES @ 24"oc, TYP. ADJUST SPACING AS REQ'D FOR PLUMBING, TYP. (SEE A7 FOR PLUMBING DROP DIMENSIONS) 2 S08 6%4x18 GLB (F) -n S GIRDER END TRUSS (3-PLY MIN) - DOUG-FIR GIRDER END TRUSS LUMBER REQ'D AT END (3-PLY MIN) - DOUG-FIR FOR HUCQ HGR LUMBER REQ'D AT END FOR HUCQ HGR 6x6 POST UNDER HIGH GLIB TO- BOTT. PLATE, (5)2x6 TRIMMER UNDER 5Y2 x12 GLIB HDR II II WALL SHTG CONT. 5Y2 x12 GLIB HDR THRU CORNER +/- 3'-6" LONG 6 I I 20 VERTICAL HTS30C - 19 �-61, +( �-. S08 GIRDER TOBIM/ HDR S08 5)/2xl6)/2 GLIB tS'p� 3 M r CANT. (EXTEND TO CORNERS) P2-3 I I I 3%2x18 GLIB PER HUCQ412-SDS (5200# LOAD) RIM +/-10'-0" 13/S07 P2-3 (H=4'-6") ��S 32x18 GLIB F) PER �P0� PTI2x8 �6I\SAP � (H3 4' 6") Q� o� 1. @ 16"oc �36\3cO TREATED 5%2 x13Y2 GLIB PT 2x8 LEDGER (UPTURNED 3" ABOVE TOP OF W/(2) 12d EA. 9 DECK JOIST PER ARCH) STUD/16" oc. S08 2x6 LEDGER AT BOTT. CHORD W/ (2) SDWS2240ODB SCREWS EA STUD, 2x4 LEDGER AT TOP W/ (2) 12d EA STUD 9 S07 8 S07 ITCH[ ;LAN[ TRUSS BLOCKING PER 10/S08 w Z) HIGH 5%x18 GLIB (F) BOTT. AT 12'-0" PER ARCH'L) SHTG LEDGER HIGH MONO P TOP TRUSSES TE @ 24"oc CRAWLSPACE VENT PER ARCH'L - SEE 20/S07 TYP. 0 ME 2 S08 BALLOON FRAME TO UPPER FLOOR W/ (2) 2x6 @ 16"oc 5'2 x18 GLIB RIM 14 (BOTT. AT 8'-1Y8" S08 PER ARCH'L) HUC612 TO POST STEP TOP PLATE RAISED PLATE AT ENTRY/FOYER PER ARCH'L 11 S09 FLOOR FRAMING PLAN NOTES: 1. Floor Sheathing shall be thick T&G (Panel Span Rating 48/24) with long dimension perpendicular to supports. Glue Sheathing to all Framing Members and Blocking below with adhesive conforming to A. P.A. Specification AFG-01. Fasten Sheathing to Framing with 0.131"0 x 2 z" Nails or Simpson WSV #9x2 2" screws as follows: Framing, Edges 6"oc Framing, Field 10"oc Boundaries, Blocking, Struts 6"oc At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing Panel Edges. Fasten Sheathing to Framing and Blocking with 0.131"0 x 2%2" 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. 2✓ 22X" LEGEND HDR HDR HDR P 1-6 P 1-6 XX SX.X DETAIL CALL -OUT 4x8 17 4x8 2 ZX6 (DROPPED) S09 (DROPPED) P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/S06 4x10 (DROPPED) . HIGH MONO END TRUSS SLAB -ON -GRADE PER FOUNDATION PLAN STRUT TRUSS 16 8 (DRAG LOAD = f rn S09 S06 160 PLF) ® BEARING OR SHEAR WALL BELOW (TOP ONLY EXTEND FULL LENGTH OF ® SILL PLATE BELOW EA. SHEAR WALL) BEARING OR SHEAR WALL ABOVE 0 FOUNDATION WALL BELOW RAISED FOUNDATION WALL (F) FLUSH FRAMED (BOTTOM FLUSH W/ BOTTOM OF FRAMING) POST BELOW PT. LID. BLOCK THRU FLOOR FOR POST ABOVE RESUB HDR HEADER PER PLAN NOTE 10 Jun 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 1 2 4 8 16 1/4"=1'-0" O O r w N r �O to 00 O� c �O C) [Q o (3 W U Z w — U2 Sc �Cf) w U d a a J J wJ !1 LU = _ I— O~ mm r N rn r E LL LU J 00 LLJ Z Q VrQn O z 0 O Z � U J Q m D U) w D_ N w o � N Q M � N CO 0 z O 0 LLJ LL U z O F_ U_ 0 U) S03C(M) SIMPSON / USP COMMONLY USED CONNECTIONS: CROSS REFERENCE TABLE TYPE SIMPSON STRONG -TIE USP STRUCTURAL CONNECTORS PRODUCT# PRODUCT# HOLDOWN HDU2-SDS2.5 PHD2A HOLDOWN HDU4-SDS2.5 PHD4A HOLDOWN HDU5-SDS2.5 PHD5A HOLDOWN HDU8-SDS2.5 PHD8 HOLDOWN STHD14 STAD14 HOLDOWN STHD14RJ STAD14RJ HOLDOWN DTT1Z LTS19-TZ w/ 1 "x1 "x%4' PLATE WASHER (TO ACCOMMODATE%' LAG SCREW) STRAP MST48 KST248 STRAP ST2215 KST216 STRAP ST6224 KST224 STRAP CS16 RS150 STRAP MASA/MASAP FA4 STRAP CMSTC16 CMSTC16 TIES LGT2 LUGT2 TIES LTP4 MP4F TIES LTP5 MP6F TIES A34 MP34 TIES A35 MPA1 TIES H1 RT15 TIES H2.5 RT7 TIES H2.5A RT7A POST CAP LCE4 PBES74 POST CAP EPC44 EPCM44 POST CAP EPC66 EPCM66 POST CAP CCQ-SDS2.5 KCCQ POST CAP ECCQ-SDS2.5 KECCQ POST CAP AC4 PBS74 POST CAP AC6 PBS66 POST BASE PB44 166 WE44 / 66 POST BASE ABU44 PAU44 POST BASE ABU66 PAU66 POST BASE ABA66 PA66E DRAG STRUT HTS30C HTW30C DRAG STRUT HTS30 HTW30 DRAG STRUT DSC5 DSC4 HANGER LUS JUS HANGER IUS THE HANGER ITT THO HANGER HU/HUC HD/HDIF HANGER MIU THE HANGER HUS HUS 12d @ 6"oc (FACE NAIL PER 1/S06 @ SHEAR WALLS) TOP CHORD SPLICE BOTTOM CHORD SPLICE 4'-0" MIN. BETWEEN SPLICES LOCATE SPLICE @ CENTERLINE OF VERT. STUD, TYP. 19 18 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 3 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-plf 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-plf 284-pif LTP4 @ 18" oc P1-3 1 SIDE 3" oc 3x (2)2x 2x 3" oc A35 @ 14" oc or 5 / O @ 36" oc MASAP @ 28" oc 450-plf 450-plf LTP4 @ 14" oc 366-plf 366-plf A35 @ 7%" oc P1-2 1 SIDE 2" oc 3x (2)2x 2x 2" oc or a / O @ 20" oc MASAP @ 18" oc 590-pif 820-plf 1 LTP4 @ 7/2" oc 478-plf 669-plf A35 @ 18" oc 700-plf 700-plf P2-4 2 SIDES 4"oc 3x (2)2x 3x (2) Rows, 4" oc and 5 O @ 28" oc MASAP @ 15" oc 568-pif 568-plf LTP4 @ 18" oc A35 @ 14" oc 900-plf 900-plf P2-3 2 SIDES 3" oc 3x (2)2x 3x (2) Rows, 3" oc and 5 / O @ 22" oc MASAP @ 11" oc 733-plf 733-plf LTP4 @ 14" oc P2-2 2 SIDES 2" oc 3x (2)2x 3x (2) Rows, 2" oc A35 @ 8" oc and a / O @ 12" oc MASAP @ 7" oc 1180-plf 1640-plf LTP4 @ 8" oc 957-plf 1338-plf TOP PLATE PER 18/S06 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. I �2 (SECTION 4.3.7.1.2. & SECTION 4.3.7.1.3) ct PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc. MAXIMUM CRIPPLE I STUD SPACING SHALL BE 16"oc. SHEATHING NAILS SHALL BE 0.131"O x 2%2'. PLYWOOD EDGE NAILING SHALL BE STAGGERED. NAILS SHALL BE LOCATED AT LEAST %" STUDS NOT i FROM THE PANEL EDGES. REQ'D IF LESS THAN 24" I 1 0 / I 1 3 I I I I I I l i INTERMEDIATE NAILING (12" oc) 11 jl HEADER PER PLAN 1 II 1 1 1 I jl II ADD'L FULL 2x HEADER @ OPENING HEIGHT STUD MIN PANEL EDGE NAILING PER SCHEDULE (STAGGERED) W/(2) 12d TOENAILS EA. END STUDS PER PLAN FASTENED TOGETHER Q3 (SECTION 4.3.7.1.4) W/ 12d @ 6"oc THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. [(1)2x U.O.N.] SINGLE MEMBER (FLATWISE) PER(3) STUD, PLATE, BLOCKING, RIM, PER(3) 14 13 OR OTHER FRAMING MEMBER 3 3/4,. .. 4 ADJOINING PANEL EDGES ° ° BUILT-UP MEMBER 1 L7I_Il_O = STUD, PLATE, BLOCKING, RIM, _ _L7I_Il_1TI_Il_�_ l--------------- ----- I —7— r1O OR OTHER FRAMING MEMBER 0 4 1 0 ALT.oSTRAP LOCATION HEADER PER PLAN 1 I II 0 O I PANEL EDGE NAILING 1 0 FULLZ HEIGHT 0 1 I O (2)O 1 CS16x36" STRAPS @ 1 1 ° WINDOW CORNERS 3�4" 1 (APPLY OVER SHEATHING) I ADJOINING PANEL EDGES ADJOINING PANEL EDGES ® FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1%". r — 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. 10 9 1 0 1 1 1 1 1 10 1 1 1 1 1 1 1 11 1111 I 11 1111 1 I 1 1 11 11 — 0 0 2x4 BEHIND 0 FLAT BLOCKING STRAP (3) AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED, FRAMING CLIPS SHALL BE USED TO FASTEN BUILT-UP MEMBERS. USE 0.131"0 x 2%2" NAILS AT LTP4 CLIP WHEN INSTALLED OVERY2' SHEATHING. � km 8 o 0 0 0 PANEL EDGE NAILING Y n STRAP HOLD DOWN PER PER SHEAR WALL SCHEDULE �5 $1On � PLAN (WHERE OCCURS) LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION °II FACE NAILING PER SHEAR WALL SCHEDULE © (SECTION 4.3.6.4.3) POST PER PLAN ANCHOR BOLTS EMBEDMENT SHALL BE 7", U.O.N. ALL ANCHORS SHALL HAVE 3" x 3" x 0.229" PLATE WASHERS. PLATE WASHER SHALL EXTEND TO WITHIN %2' OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. IF SHEATHING IS ON BOTH SIDES OF THE WALL, STAGGER THE ANCHOR BOLTS, AS REQUIRED, SO THAT Fx — HALF OF THE PLATE WASHERS ARE WITHIN %2" OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE. HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. POST BASE PER PLAN PANEL EDGE NAILING HOLD DOWN AND ADD'L ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION w/ %"O ALL -THREAD PER SHEAR WALL STUD PER PLAN w/ SET EPDXY (or SIM) SCHEDULE (WHERE OCCURS) %" MAX EMBED 4" 12"0 PLINTH w/ (3)#4 VERT 3"x3"0.229" PLATE WASHERS & #3 x TIES 12" b @oc FACE NAILING PER STUDS PER PLAN SHEAR WALL SCHEDULE II =I I I=III=III I__I I_I I II-II�„ I M I M I M I M I I=1 I STRAP HOLD DOWN PER " „�II-II PLAN (WHERE OCCURS) FOOTING PER PLAN - CONCRETE STEM WALL - CONCRETE STEM WALL REINF. PER PLAN FACE NAILING PER PER PLAN PER PLAN PANEL EDGE NAILING SHEAR WALL SCHEDULE PER SHEAR WALL P.T. MUDSILL P.T. MUDSILL SCHEDULE 0' E, © (ANCHOR BOLT OPTION) © (MUDSILL ANCHOR OPTION) un1 ____ HOLD DOWN AND ADD'L -III—I I M I I —III- STUD PER PLAN CITY OF (WHERE OCCURS) D VELOPM DEPF STUDS PER PLAN 5 4 STUDS PER PLAN 3 1 O O W CV r �O to 00 U c �O U) E ° (3 Illu Z W - U2 ° aLLJ � u.7 0 w U d a a J wJ J Q. w = O~ mm N G) r E 0 O G rn 0 v/ LL J O U W O U 0 U) SUB 52023 w LU EDMONDS =NT SERVICES RTMENT 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 - 1 °. �1 11 EEIIII,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"O x 2" MIN. CONC. NAILS TO FTG) REINF. PER PLAN T!-%m =IKIE =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 1I1 °I -- 0 8 0 -° - - - ° PANEL EDGE NAILING FULL HEIGHT ° (HALF EA. STUD) o _ o _ O o _ o _ O HEADER PER PLAN I ° o ° lotI 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 dd ° 1TYP. ° d d ° #4 @ 16"oc, VERT FOOTING PER 1/S07 d ° d ° Td (HOOK AROUND ::, FTG. REINF.) ° a d d ° d ° d ° 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 ° . F Wa I. ° �I III IIr 111 • , 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 —III---------------------------- 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 ° I I 11 11 1 1- M. ° 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 ° ° 1I III IIII1111= 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 .4 II e d ° a ° d° 1d d d ° d d ° 12,. I d STEM 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. " SEE 5/S10 WHEN UNBALANCED FILL > 4'-0" C� U) 0 z O 0 U^ W v J LL J O U Uj o U_ 0 U) D J H H m D U) w CV N LU o < N > w of RESU Jun 15 202 CITY OF EDMONDS DEVELOPMENT SERVI ES DEPARTMENT S07