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APPROVED PLN FIR RESUB 1-BLD2023-0255+Architectural_Plan+6.20.2023_11.28.51_AM+3619117ABBREVIATIONS: ADJ. ADJUSTABLE A/C AIR CONDITIONING ALT. ALTERNATE A.B. ANCHOR BOLT ABV. ABOVE A.F.F. ABOVE FINISHED FLOOR ARCH, ARCHITECTURAL AUTO. AUTOMATIC ASPH. ASPHALT BM. BEAM BRG. BEARING BET. BETWEEN B.L. BUILDING LINE BLK. BLOCK BLKG. BLOCKING BD. BOARD BOT. BOTTOM BLDG. BUILDING CAB. CABINET CPT. CARPET CLG. CEILING CLG. HT. CEILING WEIGHT CEM. CEMENT CTR. CENTER C.T. CERAMIC TILE CLR. CLEAR (ANCE) CLO. CLOSET COL. COLUMN CONC. CONCRETE (CAST -IN -PLACE) COMB. COMBUSTION CMU CONCRETE MASONRY UNIT CONST. CONSTRUCTION CONT. CONTINUOUS OR CONTINUE CJT. CONTROL JOINT CORR. CORRIDOR C.W. COLD WATER CIR. CIRCLE CLKG CAULKING C.J. CEILING JOIST CSMT CASEMENT WINDOW DET. DETAIL DIAG. DIAGONAL DIA. DIAMETER DIF. DIFFUSER DIM. DIMENSION DISP. DISPENSER DR. DOOR DN. DISHWASHER DWR DRAWER DWG. DRAWING DIV. DIVISION DN. DOWN DS. DOWNSPOUT ELEC. ELECTRICAL EA. EACH EQ. EQUAL EQUIP. EQUIPMENT EXH. EXHAUST EXIST. EXISTING EXT. EXTERIOR FIN. FINISH FLR FLOOR F.D. FLOOR DRAIN F.B. FLOOR BREAK FLUOR. FLUORESCENT FT. FOOT FTG. FOOTING FIND. FOUNDATION FURR. FURRED (ING) FUT. FUTURE FR. FRENCH F.A.U. FORCED AIR UNIT F.0.5. FACE OF STUD F.G. FINISH GRADE F.S. FREE STANDING F.J. FLOOR J015T G.A. GAUGE GALV. GALVANIZED G.C. GENERAL CONTRACTOR GL. GLASS, GLAZING GL. BILK. GLASS BLOCK GYP. BD. GYPSUM BOARD GYP. GYPSUM G.I. GALVANIZED IRON GWB. GYPSUM BOARD WDW. HARDWARE HDR. HEADER H.V.A.C. HEATING/VENTING/ AIR CONDITIONING HT. (HGT.) WEIGHT N.C. HOLLOW CORE N.M. HOLLOW METAL HORIZ. HORIZONTAL N.B. W05E BIBB PR. HOUR HYD. HYDRANT IN. INCH INCL. INCLUDE (ED) (ING) INSUL. INSULATE INT. INTERIOR KIT. KITCHEN LAM. LAMINATE LAV. LAVATORY LAUN. LAUNDRY LVR. LOUVER LTG. LIGHTING LT. LIGHT M.B. MACHINE BOLT MFR. MANUFACTURE (R) NAB. MASONRY M.O. MASONRY OPENING MATL. MATERIAL MAX. MAXIMUM MECH. MECHANIC (AL) MED. MEDIUM MEMB. MEMBRANE MTL. METAL MIR. MIRROR MISC. MISCELLANEOUS MIN. MINIMUM MILD. MOLDING N.T.S. NOT TO SCALE OFF. OFFICE O.C. ON CENTER O.N. OVER HEAD O.N.C. OVER HEAD CABINET O.N.D. OVER HEAD DOOR OPG. OPENING OPT. OPTION, OPTIONAL 065. OBSCURE PIC PICTURE WINDOW PNL. PANEL P.BD. PARTICLE BOARD PL. PLATE PLWD. PLYWOOD PVC. POLYVINYL CHLORIDE P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH P.L. PROPERTY LINE PR. PAIR RAD. RADIUS REF. REFERENCE REINF. REINFORCE (D) (ING) RM. ROOM R.O. ROUGH OPENING SCH. SCHEDULE SHT. SWEET SIM. 51MILAR S.C. SOLID CORE S.G. (or 5G) SAFETY (TEMPERED) GLASS SGD SLIDING GLASS DOOR 5GL. SINGLE SPEC. SPECIFICATION 50. SQUARE 5TD. STANDARD 5TL. STEEL STOR. STORAGE STRUCT. STRUCTURAL SIM. SIMILAR SYS. SYSTEM 5HTG. SWEATING TEL. TELEPHONE T.V. TELEVISION TEMP. TEMPERED THRES. THRESHOLD TtG TONGUE AND GROOVE T.0.5, TOP OF SLAB T.O.P. TOP OF PLATE TYP. TYPICAL T.BM. TOP OF BEAM TPL. TOP PLATE U.N.O. UNLESS NOTED OTHERWISE VEST. VESTIBULE VYL VINYL COMPOSITION TILE V.I.F. VERIFY IN FIELD W.C. WATER CLOSET HP. WATER PROOFING w/ WITH WIN. WINDOW w/o WITHOUT ND. WOOD WtD WASHER AND DRYER W.1. WROUGHT IRON W.N. WATER HEATER W.R.G.B. WATER RESISTANT GYPSUM BOARD W/5 WIRE SHELF APPROVED BY PLANNING 4 Jul 24 2023 0 0 0 PRE INTERNAL PLAN NAILING LEGEND PLAN NAME LETTERS: FOUNDATION TYPE: F = FLAT (2-STORY, 3-STORY, TALL CRAWL) D = "DAYLIGHT" BASEMENT T = "TUCK -UNDER" GARAGE LAST NUMBER OF CODE CYCLE YEAR: (2018, 2021, ETC.) CODE REFERENCES INTERNATIONAL RESIDENTIAL CODE: 2018 INTERNATIONAL MECHANICAL CODE: 2018 INTERNATIONAL FIRE CODE: 2018 UNIFORMED PLUMBING CODE: 2018 WASHINGTON STATE ENERGY CODE: 2018 ANSI/AF t PA SDPWS 2018 REVISIONS DATE PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 1] • i N0 Pacific Ridge Series "' r- — - — - — - — - — - — - — - — - — - I SEPARATE PLUMBING PERMIT , REQUIRED FOR THIS PROJECT. `------------------- C/45C/4DE (CSFB) ROVED MUST BE A' ELEVAT�CN SQUARE FOOTAGE COUNTS HEATED SPACE SF: FINISHED BASEMENT SF: N/A FINISHED FLOOR I (MAIN FLOOR) SF: 1471 FINISHED FLOOR 2 (UPPER FLOOR) SF: 1774 TOTAL HEATED SF: 3245 HEATED t UNHEATED SPACE SF: FINISHED BASEMENT SF: N/A FINISHED FLOOR I (MAIN FLOOR) SF: 1471 FINISHED FLOOR 2 (UPPER FLOOR) SF: 1774 GARAGE OPT. 1 (WITHIN BLDG FOOTPRINT): 418 GARAGE OPT. 2 (w/ 5' x '20' GARAGE EXTENSION (BUMP -OUT): N/A GARAGE OPT. 3 (w/ 10' x '20' (1) ONE CAR GARAGE BAY): N/A COVERED BACK PATIO OR DECK SF: N/A COVERED FRONT PORCH SF: 129 UPPER FLOOR FRONT DECK SF: N/A TOTAL HEATED * UNHEATED SF: 3663 (GARAGE OPT. 1) N/A (GARAGE OPT. 2) N/A (GARAGE OPT. 3� City Of Edmonds Building Department Work NEW SFR Address 23903 91 ST PL W LOT 5 -------------------------------------------------- Owner BRACKETT- S RESERVE ---------------------- Approved Date 7/24/2023 ------------- Building Official te_, j 61ooxdeld Permit Number BLD2023-0255 0 0 PLAN DETAILS/ PLUM5ING/ MECN. INFO BLDG TYPE: SINGLE FAMILY MAX. BLDG DIMENSIONS (INC. 3RD CAR GARAGE): 40' WIDE x 53' DEEP MAX. NUMBER OF BEDROOMS: 6 EXHAUST FANS: 6 GAS PIPING CONNECTIONS: I HEAT SOURCE: ELECTRIC HEAT TYPE: HEAT PUMP NUMBER OF HEAT UNITS: I FIREPLACE TYPE: ELECTRIC BATHROOM SINKS: 5 BATHTUB OR COMBO's: 2 CLOTHES WASHERS: I DISHWASHER: I FLOOR DRAINS: 0 KITCHEN SINKS: I LAUNDRY SINKS: 0 SHOWER STALLS (SHOWER PANS): 2 T01 LETS: 3 WATER HEATER: ELECTRIC WATER SERVICE LINES: I 07-07-2023 V2 RESIGN PLAN REVIEW NOTES: APPROVED WITH CONDITION: A RESIDENTIAL SPRINKLER SYSTEM IS REQUIRED. A RECOMMENDED FLOW -THROUGH DESIGN WILL MEET SPECIFICATIONS AND REDUCE EQUIPMENT AND CONTINUAING MAINTENANCE REQUIRMENTS. PROVIDE A MINIMUM COMBINATION WATER SERVICE OF ONE INCH (1 ") METER AND ONE AND ONE HALF (1 1/2") SERVICE LINE OR SHOW THAT THE DOMESTIC AND FIRE PROTECTIONS NEEDS CAN BE MET WITH A SMALLER SERVICE. DFM BURT Approved D F M ckr�s Burt South County Fire Date: 07/07/2023 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 A11 WSEC OPTIONS t CALCS 501 STRUCTURAL NOTES S02C 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 #: 5 ADDRESS: 23903 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 BONES 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 02/15/2023 RESUB Jun 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Q w it li � LL O -I-------I-I---- � '"may IAII !I i U v (— // COPYRIGHT NOTICE: THIS PLAN 15 OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN 15 PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL OR BASEMENT 50. FT.: N/A MAIN LEVEL SQ. FT.: 1471 UPPER LEVEL 50. FT.: 1774 TOTAL AREA 50. FT.: 3245 GARAGE AREA 50. FT.: 418 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: i/'I = 11_011 SHEET CONTENTS COVER SPEET Al ELEVATION NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS t CONDITIONS PRIOR TO CONSTRUCTION. 2. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 3. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING t COUNTER FLASHING @ ALL ROOF PENETRATIONS, CHIMNEYS SKYLIGHTS. 4. PROVIDE CONTINUOUS GUTTERS # DOWNSPOUTS @ ALL EAVES, TYP. 5. PROVIDE HEADER FLASHING @ ALL DOORS, WINDOWS t SHUTTERS PER DETAIL 6. ALL PAPER AND TAPE TO LAP FROM TOP DOWN 7. HOLD ALL SIDING MATERIAL 12" OFF ROOF 8. HOLD ALL SIDING MATERIAL 6" OFF FINISHED GRADE 9. SOFFIT ALL FLAT AREAS w/ 0/2" OVERHANG @ HORIZ. EDGES 10. METAL FLASHING @ ALL HORIZ. TRIM t SIDING BREAKS 11. RUN 2ND LAYER OF TAR PAPER VERT. @ INTERIOR t EXTERIOR CORNERS UNLESS TAR PAPER IS CONTINUOUS 12. FOUNDATION VENTS TO BE SPACED PER PLAN 13. ALL FOUNDATION VENTS ON STREET SIDE OF HOUSE I.E. FRONT $/OR SIDE 4 GABLE END ✓E 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 1Y" DRIP EDGE OUT y" AWAY FROM FASCIA TO ACCEPT GUTTERS TO LAP UNDERNEATH 22. ALL TRIM WORK TO BE APPLIED PRIOR TO SIDING MATERIALS (SIDING TO BUTT UP TO TRIM WORK) 23. CEILING OF EXTERIOR BACK DECK TO BE FLAT. NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION 4 ITEMS 20" Ce C- OF GARAGE 2x6 MATERIAL WITH 0 f t BLOCK Vl BEVEL CUT. o FURR OUT I y" FOR STONE VENEER �12 � ADD-RESS NUMBERS BLOCK SCALE I 0 NOTE: ALL EXPOSED FASTENERS TO BE SEALED t CAULK EXPOSED NAILS WITH ROOFING TAR SIDING PER PLAN ROOF TO FLASHING ROOFING ROOFING E24 LOWER RO�F@ WALL SHEATHING SIDING PER ELEV. GALV. METAL FLASHING 2x WHITE WOOD PER PLAN FLASHING BEHIND TRIM. EXTEND UNDER ADJACENT FINISH AS REQUIRED. SIDING PER ELEV SIDING TO SIDING �IORIZONTAL TRANSITION E34.2 0 SCALE: 311 1'-0' SIDING PER ELEV GALV MTL FLASHING 2x W.W., PER PLAN ROUGH SAWN PLY SOFFIT SIDING PER ELEV CSECTION AT OVERHANG I SCALE: 3/4" SIDING I° SIDE OF HOUSE FRONT OF � x 2 INSET CORNER TRIM HOUSE E� TYP CORNER TRIM SCALE: I" = I'-0" HOUSE CORNER PROVIDE BLDG PAPER BEYOND - SEPARATION BTWN HOUSE AND ROOF METAL FLASHING FRAMING, 6 MIN ROOFING - CAULK kEYOND EXPOSED NAILS w/ ROOFING TAR1.0 ROOFING 6" ROOFING FELT s E15 RAKE �FLAAS�I I NG DETAIL SCALE: 1" = I-0 NOTES MIN. 4 ABOVE EARTH •ADHERED CONC. MASONRY - VENEER o/ - MIN. 2" ABOVE PAVEMENT . MORTAR SETTING BED o/ - MIN Y2" ABOVE FOUNDATION. . SCRATCH COAT o/ - FLASHING AT BASE OF VENEER • LATH FASTENERS* o/ SHALL EXTEND 1" BELOW THE o SILL PLATE, WHERE APPLICABLE. 4��F - LATH FASTENERS: TYPE WRB o/ SPACING PER ASTM C1063 . EXTERIOR GRADE SHEATHI� WEEP SCREED OR DRIP SCREED (2) 2x4 PT FLASHING BTM PLATE 1/2" MIN. BEAD SEAL UNDER FLASH'G CONC. PORCH FLATWORK POURED AT OR NEAR HOUSE COMPLETION POST FTG. PER PLAN SECTION: STONE VENEER E2� COLUMN BASE SCALE: 3/4, POST PER STRUCTURAL or BOX FRAME FLASHING* VENTING PER BOT. PL. PER DETAIL E26/A2 STRUCTURAL STONE VENEER PER ELEV PT PLYWD SHT'G o LATHE * SCRATCH COAT o/ (2) LAYERS WRB COLUMN SECTION D41 FRONT PORC SCALE:I'-0" SIDING 111 SIDE OF HOUSE 2x4 INSET CORNER TRIM FRONT / BACK OF HOUSE E� TYP CORNER TRIM SCALE: # FIR OUT I Y" 10" $ Y" 8" FOR STONE VENEER FIR OUT 1 5 21I FOR STONE VENEER .I��i HOLE �ll 3%" 0 HOLE - BEVEL o CUT /a BEVEL CUT Y8" BEVEL CUT TYP. BLOCK: HOSEBIB TYP. BLOCK: EXT. TYP. BLOCK: TANKLESS LIGHT FIXTURE HW HEATER VENT TYP. NOSE BIB BLOCK, EXT. LIGHT FIXTURE BLOCK, t TANKLESS NN NEATER VENT BLOCK SCALE: 1/2"=1'-0" INTO RAKE BARGE DETAIL AT NIGP END OF SHIED ROOF ROOFING PER SPEC 5/4x KEYSTONE RAKE FLASH'G 90, AS REQUIRED ix4 TRIM 1/2" ROOF 5/4x8 BARGE SHEATHING BOARD 2x6 SPF SUB -BARGE GABLE END FLAT OUTRIGGER TRUSS @ 2411oc FRIEZE BOARD AS REQ'D PER ELEV SIDING PER PLAN BARGE AND KEYSTONE DETAIL SCALE: 3/4" = 1'-0" FLASHING BEHIND TRIM. EXTEND UNDER ADJACENT FINISH AS REQUIRED SIDING PER ELEV. SIDING PER ELEV 2x WHITE WOOD PER PLAN SHEATHING SIDING TO SIDING VERTICAL TRANSITION E34.1 SCALE: 3" = BUTT JOINT, TYP. - 1x12 FRIEZE BOARD,- TYP. WHERE SHOWN 5/46 BARGE BOARD w/ Ix4 EA2 TRIM EXTEND 6" PAST EAVES 16" HARDIE SMOOTH MULTI -GROOVE - PANEL TYP. WHERE E1.1 OCCURS A2 HARDIE-PANEL SMOOTH VERTICAL - SIDING w/ HARDIE-TRIM BATTENS, 24" O.C. TYP. E21 WG TYP Alo uuus ADDRESS E12. BLOCK A2 EXT WALL Ell LIGHT WITH A2 SIDING BLOCK 2x10 GARAGE WRAP, INSTALL PROUD OF INSIDE TO CAPTURE GARAGE DRYWALL NOSE BIBS w/ El2 SIDING BLOCK A2 -- — - � FRONT ELEVATION 'A SCALE: 1/4" = 1'-0" SUE LEVAT ON 'A SCALE: 1/4" = I'-0" MAX. BLDG HT ALLOWED = 484.55' -- — — RIDGE ELEV. = 483.46' o 12 4 TYP 8 25" / 7" REVEAL HARDIE EDARMILL LAP SIDING, TYP WHERE SHOWN UPPER PLATE HARDIE-PANEL SMOOTH VERTICAL SIDING w/ HARDIE-TRIM BATTENS, 12" O.C. WDW NDRS, E1 16" HARDIE SMOOTH MULTI -GROOVE PANEL UPPER FLOOR o CD T, N N �Q MAIN PLATE WDW NDRS, HARDIE SMOOTH _ VERTICAL SIDING, ALL SIDES = 7 A.O.G. = 45q.55' _ MAIN FLOOR F.F. = 457.70' SE ELEV. = 455.20' 'ER PLATE 4DW NDRS i 00 CID 'ER FLOOR AIN PLATE nIDW NDRS AIN FLOOR RESUB Jun 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT co z o (-n v � LU v 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 50. FT: N/A MAIN LEVEL 50. FT.: 1471 UPPER LEVEL S0. FT: 1774 TOTAL AREA S0. FT.: 3245 GARAGE AREA SO. FT.: 418 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REwsION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: Y" = 1'-0" SHEET CONTENTS FRONT $ SIDE ELEVATIONS 'C' ELEVATION A2A I 12 4 TYP Li 1�r Li NEAT i Q L— — — — — — a 41_6n NEAT PUMP ELECTRICAL NOOK UP REAR ELEVAT�ON 'A' SCALE: 1/4" = 1'— ELEVATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS t CONDITIONS PRIOR TO CONSTRUCTION. 2. CAULK ALL EXTERIOR JOINTS t PENETRATIONS. 3. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING * COUNTER FLASHING @ ALL ROOF PENETRATIONS, CHIMNEYS It SKYLIGHTS. 4. PROVIDE CONTINUOUS GUTTERS t DOWNSPOUTS @ ALL EAVES, TYP. 5. PROVIDE HEADER FLASHING @ ALL DOORS, WINDOWS t SHUTTERS PER DETAIL 6. ALL PAPER AND TAPE TO LAP FROM TOP DOWN 7. HOLD ALL SIDING MATERIAL l/" OFF ROOF 8. HOLD ALL SIDING MATERIAL 6" OFF FINISHED GRADE q. SOFFIT ALL FLAT AREAS w/ 12" OVERHANG @ NORIZ. EDGES 10. METAL FLASHING @ ALL HORIZ. TRIM t SIDING BREAKS 11. RUN 2ND LAYER OF TAR PAPER VERT. @ INTERIOR t EXTERIOR CORNERS UNLESS TAR PAPER IS CONTINUOUS 12. FOUNDATION VENTS TO BE SPACED PER PLAN 13. ALL FOUNDATION VENTS ON STREET SIDE OF HOUSE I.E. FRONT */OR SIDE t GABLE END * 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 12" 21. GUTTERS TO LAP UNDER DRIP EDGE @ EAVES. HOLD l/" DRIP EDGE OUT Y4' AWAY FROM FASCIA TO ACCEPT GUTTERS TO LAP UNDERNEATH 22. ALL TRIM WORK TO BE APPLIED PRIOR TO SIDING MATERIALS (SIDING TO BUTT UP TO TRIM WORK) 23. CEILING OF EXTERIOR BACK DECK TO BE FLAT. UPPER PLATE WDW NDRS , s UPPER FLOOR MAIN PLATE WDW NDRS MAIN FLOOR, './ I � �— J.— k— .6— Y / I I !/ I -i / SCALE: 1/4" = 1'-0" SECTON A -A SCALE: 1/4" = 1'-0" PLATE IN NDRS 1.44 FLOOR �Q 4 PLATE `A IN NDRS . � FLOOR RESUB Jun 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LLA E) --I < LLA Cn - 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.: N/A MAIN LEVEL S0. FT.: 1471 UPPER LEVEL 50. FT.: 1774 TOTAL AREA 50. FT.: 3245 GARAGE AREA 50. FT.: 418 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: I/11 = 11_O11 SHEET CONTENTS:: REAR t SIDE ELEVATIONS 'C' ELEVATION ,a, NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION 4 ITEMS FLOOR PLAN NOTES I. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS 4 CONDITIONS PRIOR TO CONSTRUCTION. WINDOWS f 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 24 STUDS @ 16" O.C., U.NO. 7. GARAGE DOOR HEADERS @ 84" A.F.F. 8. EXTERIOR SWING DOOR HEADERS @ 83 1/2" A.F.F. 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 IN" 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. FRAM I NG: 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. t BLOCK BOTH BAYS. 18. TOILET PAPER HOLDER BLK'G @ 22" A.F.F. AND 42" FROM BACK WALL WHERE POSSIBLE Iq. THERMOSTAT BLK'G @ 60" A.F.F 20. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT 7'-6" A.F.F. 21. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN WITH TOP OF THE GARAGE DOOR TRIM 22. ADD CONT. BLOCKING FOR STAIR HANDRAIL BRACKETS 23. STAIRS w/ WINDER STEPS WILL ALWAYS HAVE A CONTINUOUS HANDRAIL INSTALLED ON THE INSIDE OF THE STAIR's RUN 24. LADDER -BLOCK AT EXTERIOR WALLS AS NECESSARY FOR INSULATION INSTALL VENTILATION: 25. WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY A CENTRAL EXHAUST FAN IN ACCORDANCE WITH M1505.4.1.1. 26. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY. 27. WHOLE HOUSE FAN CFM RATE BASED ON TABLE M1505.4.3(1). EXAMPLE: 70 CFM FOR 2600 SF HOME w/ 4 BEDROOMS, AND THEN INCREASE BY FACTOR OF 1.5 PER TABLE M1505.4.3(2) TO ACCOUNT FOR NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM. 28. WHOLE HOUSE FAN SHALL BE 1.0 50NES OR LESS, AND SHALL HAVE AN EFFICACY OF 2.8 CFM / WATT PER WSEC R403.6.1. 2q. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE WINDOWS PER STATE CODE INTERPRETATION 17-15. 30. PROVIDE A FRESH AIR TRANSFER GRILL ABOVE DOOR HEADER IN THE ROOM WITH THE WHOLE HOUSE FAN. 31. PER IRC M1502.4.5.: WHERE THE DRYER VENT EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6FT OF THE EXHAUST DUCT CONNECTION. LIFE SAFETY: 26. A HEAT ALARM OR HEAT DETECTOR RATED FOR AMBIENT OUTDOOR TEMPERATURES AND HUMIDITY TO BE CENTRALLY LOCATED IN THE GARAGE. 27. THE HEAT ALARM OR HEAT DETECTOR WILL BE CONNECTED TO AN ALARM OR SMOKE ALARM THAT IS INSTALLED IN THE DWELLING AND LOCATED IN A HALLWAY, ROOM OR OTHER LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION 10. SMOKE DETECTORS TO BE IIOV, INTERCONNECTED, w/ BATTERY BACKUP * CENTRALLY LOCATED IN EACH HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE INSTALLED WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24 11. SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS TUB OR SHOWER. 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. t 5/8" TYPE 'X' ON THE CEILING. POLY SEAL RIM, ENTIRE GARAGE TO MEET JURISDICTION DRAFT STOP REQUIREMENTS 26. ENCLOSED USABLE SPACE UNDER STAIRS TO BE PROTECTED WITH Y" GWB AT THE WALLS, UNDER -STAIR SURFACES AND SOFFITS. 27. PROVIDE FIREBLOCKING PER PLAN AND @ ALL PLUMBING PENETRATIONS. NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION t ITEMS UICIVI I VNIUIH ol EQ. ` EQ. I FRONT DOOR PER PLAN 2x4 CEDAR TOE KICK CENTEREDION DOOR FRONT PORCH SLAB 4'-0" lk ELEVATION 2x8 PLATE @ D9 DOOR THRESHOLD RAISED WALL 4- 5 (2)24s TO BE RIPPED TO '6" REMOVED PRIOR 2x W.W. TO FRONT DOOR JAMB-----, SUB -FLOOR _ TOE KICK STEP/WALK BEING CAULK BACK OF I -JOIST @ DOOR POURED WRAP NERVASTRAL PER PLAN THRESHOLD TO BLDG PAPER NERVESTRAL UP JAMB 6" BTWN JOIST cO ALL SEAMS (2) Na" BEADS OF END t CONC. ---- "' "' "' CAULK UNDER PLATE 6 STEM FRONT T.O. RAISED NERVESTRAL, (1) WALL BEYOND FRONT PORCH PORCH SLAB. SLOPE STEM WALL TO @ SIDES OF JAMB RAISED STEM � WRAP EDGE � STEM y" PER LIN. WALL T.O. FRONT PORCH THRESHOLD w/ SECTION WALL FT. MAX. STEM WALL = 7" ADVL NERVASTRAL NERVASTRAL OR EQ D38 FRONT PORCH EXT. DETAIL Dq T�IRES�IOLD DETAIL SCALE: 1/2" = 1'-011 SCALE: 1-1/21' = 1'-011 CENTER TRIM d LANDING ON FRONT DOOR / OPERABLE SIDE OF SLIDER EQ. t EQ. SGD PER PLAN OPERABLE! FIXED PANEL I PANEL LINE OF __________ __________ NERVESTRAL I 1 26 HEARTWOOD CEDAR TRIM, BEHIND 1 � C I I EQ. ALL SIDES, CAULK/SEAL EQ. I EQ. BOTTOM OF 1 1 3'x3' LANDING TYP. SIDING POUR AGAINST NERVASTRAL FRONT PORCH 0 PATIO 31-611 LANDING TYP. BACK PATIO's SHOULD ALNAYS Q. @ BACK PATIO's Q. BE POURED IN THE DIRECTION OF THE FIXED SIDE OF THE S.G.D. WHENEVER POSSIBLE DOOR 26 HEARTWOOD CEDAR TRIM THRESHOLD LANDING PER PLAN. POUR AGAINST NERVESTRAL 26 HEARTWOOD CEDAR -- - - TRIM w/ FLASHING @ NERVESTRAL �'�I HOUSE INTERSECTION, -LANDING PER PLAN I _ WHERE OCCURS (MIN. 3'6', TYF.) -�! -# OF STEPS 76D BY �� I LINE OF NERVESTRAL MUD SILL --/SITE CONDITIONS i I CONC. WALL SLAB ON GRADE SEE D38 FOR FRONT DOOR AND FRONT PORCH DETAIL EXT. LANDING DETAIL C� I� SLIDING GLASS DOOR, TYP SCALE: N.T.S. 2646 CSMNT 2646 PIC (EGRESS) Lu/ RAIL LU/ RAIL ^ t^GRID ^ $ GRID O LO 0 LO N 0 N 1' -011 3'-9%" 5'-011 �. , 5'-0" 4'-101V11 5050 XO 1 1 5050 XO o v 711 0 0 ELECTRIC 22 FIREPLACE 10 0 LIVING _ 17'3x17'9 o� II'-6 2" ol 614y" o 3'-7 " 3'-111, 41_011 o� cv _ 40'-011 6'-0".11 4'-8Y4" 4'-0" 5-7%11 10, .01 24"x36" HEAT PUMP BASE WHEN REQ'D 36" MIN. LANDING DW AIR 24"x36" HEAT 60610 SGD GAP, DW SIDE TYP PUMP BASE (SG) STEP 4036 XO ACTIVE I I I -----+--� o o L-------I O D/W I r` KITCHEN o NOOK 4"H x 94"L 13'4x15'3 I CENTER 11 X13 6BAY 2x @24" WALL o > ONURANGE SLAYOUT 24" CAB'Ts I" Z o ° i FOR LOC 4'-011 i a tr' V 71-011 V I REFER 3q"'\ I' -10" 3'-� ' 11 31-011 3-grL.22rg-2 CLR MIN LO ISx24 CRAWL 2x6 WALL I SPACE ACCESS r ®-- -� L W/S ----- _ SHOWER E35 7 NICHE A4 TR - - - SHO ER TP 3/4 BATH 4a" VANIT EQ EQ HS 4/0 B.F. PA HS 515X 1111 z668 TB o o I i " 24 y �„ 4/0 B.F. CID NWT TO BE INSTALLED IN w.H. 3" '' `�' THE 3rd CAR �� CLR / GARAGE OR--�11�-1 " 4 BO LARD GARAGE 2'-311 BUMP -OUT WHEN H• THAT OPT. IS 5'-611 61_411 31_111 5'-1'1 SELECTED. CID lo I 12" SOFFIT _ PANTRY (LANDING) 2x8 WALL v BUTLE 'S H/S(3) 4LIOTj qT r/"]3, PANTRY 6„ ol 54411 UP m 17RI (LANDING) 16T 2T 3T 4T 5T 6T 7T 8T 12" 2 8 WALL Co SLI � _ - _ s 0 � SOFFi +-F KNEE WALL 38"H HALF - BELOW U WALL PER -2" 6'-I1" 3'-0" SPEC O LL_ O o 4'-Oy'1 SD/CO GARAGE F11 19'1x20'3 GARAGE NOTE: WRAP ALL WARM WALLS `.' 2668 AND SUPPORTING MEMBERS WITH 1/211 CPT G.W.B. t 54' TYPE 'X' ON THE CEILING HS -------------- ------------ _ _ LINE OF FLR ABV W5 FOYER o "A OPEN TO FOR UTILITY i AB E) LAYOUT, CID SEE W5/11A IS) 16070 GARAGE DOOR LINE OF FLOOR ABOVE Vqlm�g ®m�E STONE FRONT PORCH VENEER, 12c Sf m ALL SIDES 20 2x8 IT' SOFFIT STONE VENEER 93 ALL SIDE`_ A4D I'-611 16'-311 2'-011 AI_311 20' -011 401-011 NAN FLOOR PLAN: ',4' ELEV. DINING 121x1212 a, 2x4 SOFFIT E-0. /0 B.F. BDRM 5 12'4x13'1 2646 CSMNT 2646 PIC (EGRESS) w/ RAIL w/ RAIL * GRID t GRID PER ELEV. PER ELEV. /11 1' -6'1 TYP EQ. 20 I I o �r I r- X 01 1 N 4'-311 1_0n N1 0 O LO RES U B Jun 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LL W w n CL� Q CO z (-n w LLA LLA cn - U 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: N/A MAIN LEVEL 50. FT.: 1471 UPPER LEVEL 50. FT.: 1774 TOTAL AREA SO. FT.: 3245 GARAGE AREA 50. FT: 418 NEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: A" = 11_0" SHEET CONTENTS: MAIN FLOOR PLAN SCALE: 1/4" = 1'-0" FLOOR PLAN NOTES 1. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS $ 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 24 STUDS @ 1611 O.C., U.NO. 7. GARAGE DOOR HEADERS @ 84" A.F.F. 8. EXTERIOR SWING DOOR HEADERS @ 83 1/2" A.F.F. 9. INTERIOR SWING DOOR HEADERS @ 83" A.F.F. 10. SWING DOORS TO FOLLOW CENTERLINE DIMENSION IN PLANS OR BE 3" MIN. ON HINGE SIDE. 11. GARAGE -TO -HOUSE DOOR TO BE A SOLID WOOD I%" THICK 20-MINUTE FIRE -RATED DOOR w/ A SELF CLOSING HARDWARE DEVICE. 12. PER R311.3.1: THE LANDING OR FLOOR ON THE EXTERIOR SIDE OF ALL EXTERIOR DOORS EXCEPT THE FRONT DOOR SHALL BE NOT MORE THAN 7-3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR 13. ALL BI-FOLD t BI-PASS DOORS TO BE CENTERED, U.N.D. FRAMING: 14. VERIFY FIREPLACE STYLE t LOCATION w/ SUPERVISOR PRIOR TO CONST. 15. FRAMERS TO INSTALL ALL WINDOWS t INTERIOR COLUMNS 16. TOWEL RING BLK'G @ 57" A.F.F. 17. TOWEL BAR BLK'G @ 48" A.F.F. t BLOCK BOTH BAYS. 18. TOILET PAPER HOLDER BLK'G @ 22" A.F.F. AND 42" FROM BACK WALL WHERE POSSIBLE 19. THERMOSTAT BLK'G @ 60" A.F.F 20. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT 7'-6" A.F.F. 21. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN WITH TOP OF THE GARAGE DOOR TRIM 22. ADD CONT. BLOCKING FOR STAIR HANDRAIL BRACKETS 23. STAIRS w/ WINDER STEPS WILL ALWAYS HAVE A CONTINUOUS HANDRAIL INSTALLED ON THE INSIDE OF THE STAIR's RUN 24. LADDER -BLOCK AT EXTERIOR WALLS AS NECESSARY FOR INSULATION INSTALL VENTILATION: 25. WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY A CENTRAL EXHAUST FAN IN ACCORDANCE WITH M1505.4.1.1. 26. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY. 27. WHOLE HOUSE FAN CFM RATE BASED ON TABLE M1505.4.3(1). EXAMPLE: 70 CFM FOR 2600 SF HOME w/ 4 BEDROOMS, AND THEN INCREASE BY FACTOR OF 1.5 PER TABLE M1505.4.3(2) TO ACCOUNT FOR NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM. 28. WHOLE HOUSE FAN SHALL BE 1.0 SONES OR LESS, AND SHALL NAVE AN EFFICACY OF 2.8 CFM / WATT PER WSEC R403.6.1. 29. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE WINDOWS PER STATE CODE INTERPRETATION 17-15. 30. PROVIDE A FRESH AIR TRANSFER GRILL ABOVE DOOR HEADER IN THE ROOM WITH THE WHOLE HOUSE FAN. 31. PER IRC M1502.4.5.: WHERE THE DRYER VENT EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6FT OF THE EXHAUST DUCT CONNECTION. LIFE SAFETY: 26. A HEAT ALARM OR HEAT DETECTOR RATED FOR AMBIENT OUTDOOR TEMPERATURES AND HUMIDITY TO BE CENTRALLY LOCATED IN THE GARAGE. 27. THE HEAT ALARM OR HEAT DETECTOR WILL BE CONNECTED TO AN ALARM OR SMOKE ALARM THAT IS INSTALLED IN THE DWELLING AND LOCATED IN A HALLWAY, ROOM OR OTHER LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION 10. SMOKE DETECTORS TO BE 110V, INTERCONNECTED, w/ BATTERY BACKUP t CENTRALLY LOCATED IN EACH HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE INSTALLED WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24 11. SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS TUB OR SHOWER. 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.H.B.s 5/811 TYPE 'X' ON THE CEILING. POLY SEAL RIM, ENTIRE GARAGE TO MEET JURISDICTION DRAFT STOP REQUIREMENTS 26. ENCLOSED USABLE SPACE UNDER STAIRS TO BE PROTECTED WITH 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 4 ITEMS PEX TUBING, _ TYP. SHOWER CONTROLS 1611x241'x6" DEEP - SOAP NICHE BUTT NICHE TILE INTO FIELD TILE, TOP t SIDES SECTION A -A � BUTT FIELD (ZOOMED IN @ NICHE) TILE INTO BOTTOM OF - NICHE TILE (3) LAYERS I" POLY -ISO RIGID APPROX. STUD INSULATION, EXT. LAYOUT WALLS ONLY SHOWER DOOR FIELD TILE - n 4 SHOWER PAN - 16" A01 A OF SOAP CONTROLS NICHE, t SHOWER SHOWER PAN 2411 t II II i - LID II II II II II II II II II II II II i II II II II II II I, SECTION A -A - 26 or 2x4 2x8 WALL, (@ EXTERIOR WALL) WALL PER PLAN BACK WALL OF SfiiON ER SOAP N Cfi SHOWER TYP. SCALE: NITS DOUBLE RIM OR PROVIDE SPLICE ADD FLAT 2X4 THROUGH JOIST @ 51 O.C. STT HRS416z. ATTACH TO 2x AND TO STAIR RIM %41Ix611 %11x3 211 SECTION THRU WALL CAP HALF NALL FRAMING t CAP DETAIL SCALE: 1/2"=1-0111 - PROVIDE MIN. 30" HEADROOM CLEARANCE. - TRUSSES MUST BE INSTALLED @ 24" O.C. 0 ATTIC ACCESS SHEATHING ON OUTSIDE OF TRUSS MEMBERS J 5/4 TRIMS LGWB ATTIC OR SIM. ACCESS LID D39 ATTIC ACCESS DETAIL SCALE: 1/2 = 1 -0 GROUT t SEAL, TYP. SHOWER GLASS t SLOPED TILE -� FRAME ��I CAP �/ - '" DRYWALL L CERAMIC TILE 1211W S.A.M., SURROUND BITUTHENE w a OR EQUIV. 3 2x4 STACKED w a BLOCKING AT o z: SHOWER PAN SHOWER CURB. can ~ .� a (SOAKER TUB AT HALF SIM.) WALL, FRAME LIKE HALF - WALL. c14 SUB FLOOR N20 TILED S�IONER CURS �4ALF WALL SI�I. SCALE: I, PER PLAN A ( 1 IIV 1 GCIUN VVALL ) An' -nil 4'-n211 21_0211 ' OPEN TO BELOW RES U B Jun 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES UPPER FLOOR PLAN: I A I ELEV. DEPARTMENT coLL z o � v � < LLI 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 50. FT: N/A MAIN LEVEL 50. FT.: 1471 UPPER LEVEL S0. FT: 1774 TOTAL AREA S0. FT.: 3245 GARAGE AREA SO. FT.: 418 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: Yd" = 1'-0'I SHEET CONTENTS UPPER FLOOR PLAN SCALE: 1/4ll = II-011 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 4 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: I. 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. SYMBOLS $ LEGEND O SMOKE DETECTOR BIRD BLOCK OR SMOKE/CO2 DETECTOR SOFFIT VENT LOCATION " AF50 ROOF "JACK" AIR VENT. HEAT DETECTOR/ALARM 10 (w/ CUT-OUT SIZE * SHAPE) = OR — 5O" BATH FAN t BATH FAN VENT FL ABOVER (w/ CUT-OUT SIZE * SHAPE) FLOOR BELOW 7"WHF 7" O WHOLE HOUSE FAN VENT SAFETY (w/ CUT-OUT SIZE 4 SHAPE) FURNACE VENT ROOF SAFETY ANCHOR P71 (w/ CUT-OUT SIZE 4 SHAPE ANCHOR BUCK -OUT WHEN WALL LENGTH IS LONGER THAN 61 (DP.T. 2x2 NAILER FOR GARAGE WRAP (CORNER t SIDING CONDITION) ATTACHMENT I PLAN VIEW AREA OF M RAISED STEM RAISED STE WALL WALL: S DING NAILER D�2 SCALE: 3/4' (IROOF FRAMING DIAGRAM $ RELEVANT INFO.: 'A' ELEV. SCALE: 3/16" = I'-011 DI P.T. 2x2 NAILER FOR GARAGE WRAP t SIDING ATTACHMENT ELEVATION PLAN VIEW GARAGE WRAP t SIDING NA LERIs @ TALL GARAGE PIERS SCALE: 3/4" = I'-0" Qw cz a ww a-Q Q O <w a ROOF VENTILATION A ELEV MAIN ROOF STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY ATTIC AREA: 1,842.0 VENTILATION REQUIRED: 884 SQ IN (1sf PER 300sf OF ATTIC AREA) PROVIDE 50-60% OF REQ'D VENTILATION WITHIN S 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: 13 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: 48.1 SQ IN AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA. VENTILATION REQ'D / AREA PER VENT: 7.88 # ROOF JACKS PROVIDED: 8 ROOF JACK VENT'G PROVIDED: 400 SQ IN TOTAL LOWER VENTILATION PROVIDED: 448.1 SQ IN (47.3%) UPPER VENTING REQUIRED: 40-50% OF VENTILATION REQUIRED AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA. VENTILATION REQ'D / AREA PER VENT: 7.07 # ROOF JACKS PROVIDED: 10 TOTAL UPPER VENTILATION PROVIDED: 500.0 SQ IN (52.7%) TOTAL VENTILATION AREA PROVIDED: 948.1 SQ IN 'I 21 � n �� t�� o 2 'I i I FORCED AIR UNIT IN MECH ��I I CLOSET ON UPPER FLOOR. TIE FLR TRUSS LAYOUT - - - - SPOULD LEAVE 21" O.C. MIN. CLR ALL SIDES BELOW FORCED AIR UNIT In- r I I I 1119 II 151-n1/II 2JI (%Q L ` 17'-10%" 11 v \ 17'-10%'1 1I I I I I 2411 FLOOR TRUSSES OVER ------ GARAGE ONLY WITH R-38 BELOW DUCTWORK Il I I I I II I II I Il I I I I I � APPLY FSK PAPER AT EXT. RIM OF GARAGE I I FLOOR TRUSSES: FLOOR TRUSS MFR TO DESIGN TRUSSES FOR BLOCKING I _ I 'L I I I I I 'I I I Ire PITCH - PITCH 412 PITCH UPPER FL. FRAMING DIAGRAM )RELEVANT INFO.: 'A' ELEV. SCALE: 3/16" = I'-0" ROOF VENTILATION A ELEV LOWER ROOF STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY ATTIC AREA: 129.0 VENTILATION REQUIRED: 62 SQ IN (1sf PER 300sf OF ATTIC AREA) PROVIDE 50-60% OF REQ'D VENTILATION WITHIN S 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: 9 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: 33.3 SQ IN AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA. VENTILATION REQ'D / AREA PER VENT: -0.05 # ROOF JACKS PROVIDED: 0 ROOF JACK VENT'G PROVIDED: 0 SQ IN TOTAL LOWER VENTILATION PROVIDED: 33.3 SQ IN (40.0%) UPPER VENTING REQUIRED: 40-50% OF VENTILATION REQUIRED AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA. VENTILATION REQ'D / AREA PER VENT: 0.50 # ROOF JACKS PROVIDED: 1 TOTAL UPPER VENTILATION PROVIDED: 50.0 SQ IN (60.0%) TOTAL VENTILATION AREA PROVIDED: 83.3 SGII IN C D/Sp I CRAWL SPACE VENT, TYP 5'-10211 r <l- F-- T I 4" THICK CONCRETE SLAB SLOPE TO DOOR 4" PER FT. AREA OF RAISED AISED PIER, BOTH ES. SEE SHEET FOR DIN's t STRUCTURAL. O1 MAIN FL. RELEVANT SCALE: 3/16" = I'-0" CRAWL SPACE VENTILATION CRAWL SPACE AREA: 1,471.0 SQ FT VENTILATION REQUIRED: 706.1 SQ IN (1sf PER 300sf OF CRAWL AREA) FOUNDATION VENTS USED: 7" x 14" NET FREE AREA PER VENT: 73.5 SQ IN (25% REDUCT w/ 1/4" MESH) VENT AREA REQ'D / AREA PER VENT: 9.61 # OF VENTS REQUIRED: 10 7" x 14" VENTS PROVIDED: 12 7" x 14" FOUNDATION VENTS VENT AREA PROVIDED: 882 SQ IN D/s0 u r KITCHEN ISLAND ABOVE I I L------J CRAWL SPACE 18" MINIMUM CRAWL SPACE. 12" MINIMUM UNDER BEAMS. MIL BLACK POLYETHYLENE GROUND COVER. LAP JOINTS 12" R-30 INSULATION BTWN. JOISTS. FM FRAMING DIAGRAM $ NFO.:'Al ELEV. OD/5 I v� I I II II I � d I I I � I II �_-JI _I I I II — I AREA OF RAI STEM WALL. It SHEET 502 FOR DIN's * STRUCTURAL. 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. I PLAN SUMMARY LOWER LEVEL OR BASEMENT SO. FT.: N/A MAIN LEVEL SO. FT.: 1471 UPPER LEVEL SO. FT.: 1774 TOTAL AREA SO. FT: 3245 GARAGE AREA 59. FT.: 418 NEAT SOURCE: IOD/s ELECTRIC RES U B Jun 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: I/II _ 1'41 SWEET CONTENTS: DOWNSPOUTS, VENTING, PLUMBING DRAIN(S): 'Cl ELEVATION ELECTRICAL PLAN NOTES: I. SMOKE DETECTORS TO BE 110V, INTERCONNECTED, W/ BATTERY BACKUP t CENTRALLY LOCATED IN EACH HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE INSTALLED WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 2411 (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 ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION $ SINGLE POLE SWITCH $# MULTI -WAY SWITCH IIOV DUPLEX CONVENIENCE OUTLET r1 IIOV DUPLEX CONV. OUTLET W/ GFI Y V (GROUND FAULT INTERRUPTER) 0 220v or 240v OUTLET (PER EQUIP. SPEC) WP IIOV DUPLEX OUTLET (WEATHER PROOF) (I) IIOV OUTLET E (2) USB OUTLETS BLANK PLATE NWT IIOV DUPLEX OUTLET FOR HOT WATER TANK HALF HOT IIOV DUPLEX CONVENIENCE OUTLET 0), GARAGE DOOR OPENER IIOV DUPLEX OUTLET ON IIOV DISHWASHER OUTLET 220V CLOTHES DRYER OUTLET CLOTHES WASHER OUTLET pk** 220v OUTLET FOR ELECTRIC CAR CHARGER RECESSED CEILING MOUNTED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE P PENDANT LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE (INT. E EXT.) FLUORESCENT FIXTURE KEY - PORCELAIN KEYLESS LIGHT FIXTURE 110V SMOKE DETECTOR, W/ BATTERY BACKUP COMBO CO2 4 SMOKE DETECTOR HEAT DETECTOR / ALARM RECESSED CEILING MOUNTED FAN, V.T.O. WHOLE HOUSE FAN WHOLE HOUSE FAN TIMER CONTROL WALL MOUNTED HEATING t COOLING UNIT (MINI -SPLIT) �0 MINI-SPIJT ELEC. CLG' ^T� ELECTRICAL CEILING HEATER STACKED DATA (TDP) JACK t SMURF TUBE ACCESS BLANK PLATE THERMOSTAT 7DP COMBO RG6 w/ (2) CAT5E 6 9 D/P COMBO JACK WITH (2) CAT5E 1 TELEPHONE JACK to SMURF TUBE OR EQUIVALENT HOME AUTOMATION CONTROLS A/C WP PRE -A/C OR HEAT PUMP DOOR BELL FLAT PANEL PRE -WIRE sP SURROUND SOUND SPEAKER 6 • CENTER ALL LIGHT FIXTURES ON VANITY SINK(S). • LIGHT FIXTURES OVER VANITIES TO BE 8211-86" F.F. • REFER TO CABINET LAYOUTS FOR G KITCHEN APPLIANCE AND VANITY CENTERLINE LOCATIONS. UPPER FLOOR ELECTRICAL (ALL ELEV's SIM ) SCALE: 1/4" = 1'-011 HINT TO BE INSTALLED IN THE 3rd CAR GARAGE OR GARAGE BUMP -OUT WHEN THAT OPT. IS SELECTED. �© 6/ FOR UTILITY LAYOUT, SEE W5/11A MAIN FLOOR ELECTRICAL 'A' ELEV. SCALE: y'1 = 11-011 7 41-611 mWP POWER "WHIP" +86" HOOD +78" RANGE +18" RESUB Jun 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT o� i < LLI v 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 50. FT: N/A MAIN LEVEL 50. FT.: 1471 UPPER LEVEL SQ. FT: 1774 TOTAL AREA 3245 GARAGE 418 AREA 50. FT.: I HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION, SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: %d" = 11_011 SHEET CONTENTS ELECTRICAL PLANS - COMPOSITION ROOFING: - TRUSSES ARE STAMPED BY 15# FELT o/ 7/16" OSB MANUFACTURERS ENGINEER SHEATHING o/ ROOF LICENSED IN WASHINGTON TRUSSES PER PLAN STATE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS LOADS: 25# L.L.+ 15# D.L. = 40# TOTAL R49 INSULATION IN ATTIC - R38 @ VAULTS y" GWB CLASS II VAPOR RETARDER PRIMER PAINT w/ A MOISTURE PERM RATING OF 1.0 OR LESS (EX. RODDA PAINT VAPOR SHIELD). (2)24 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 !2" GWB CLASS II VAPOR RETARDER PRIMER PAINT w/ A MOISTURE - PERM RATING OF 1.0 OR LESS (EX. RODDA PAINT VAPOR SHIELD). (2)26 TOP PLATES — STD/BTR SPF 1/2" GWB 26 STUDS @ 16" O.C. TYP R21 BATT INSULATION. (2) LAYERS #7 ATCO FELT BARRIER OR HOUSE WRAP 7/16 O.S.B. 26 BOTTOM PLATE NAIL PER SW SCH RIM PER PLAN ANCHOR BOLTS t SPACING PER SW SCHEDULE R38 INSULATION ' 26 PRESSURE TREATED MUD SILL 6 MIL BLACK POLYETHYLENE GROUND COVER. LAP JOINTS 12" INSULATION BAFFEL EXTEND 12" ABOVE INSULATION WITH 1 1/2" AIR SPACE %x6 FASCIA- (TYP) 5" CONT. GUTTER 6" MIN. TO SOIL 11111111l�i 0�i I II TYP. EXTERIOR NALL SECTION SCALE: N.T.S. POWER C PLASMA OUTLET SMURF 7 (1)LAYEF (1) 3/411 PLYNOOL BLACK t BLANK F w/ COAX SMURF I 110V DUF OUTLET POKER C \ \ �I\ II II \ II \ \ I II II \ II II II II OPEN TO ABOVE " ii ii II II ii II PLASMA OUTLET SMURF 7 (1)LAYEF \ \ (1) 3/411 \ \ PLYNOOL \ BLACK t^ ,2x10 \ \ BACKING \ (TYP) \ \ — — — %4" PLYWOOD Lu a \ \ \ \ 4 \\ \ \ BLANK F ° \ ° \ Q Q \ \ w/ COAX SMURF I ° \ \ HAND RAIL @ \ \ ° \ °O 34"-38" \ \ 110V DUF \ \ ABOVE NOSE \ OUTLET \ OF TREAD CONNECT ° \ STRINGERS TO RIM w/ LS50 TYP AT STAIRS ADJACENT EXTERIOR WALLS, CONNECT STRINGER TO 2x6 STUDS w/ 6" SDS SCREWS AT EACH STUD WHERE POSSIBLE, TYP ACCESSIBLE SPACE UNDER STAIRS TO BE 2" MIN GWB II II II II \ V O \ \ loll MIN' LINE OF CURB WHEN \ TREAD RAILING OPT. CHOSEN. II ° \ EPTH ° a CURB TO BE 5" FROM \ \ r- ce NOSING ° -w Fil ° tN II \ C/ II \ II ° NOTE: ALL STAIR CONSTRUCTION, \ CLEARANCES AND HANDRAIL LOCATIONS PER IRC SECTION 312. ° I I 1x4 STRONG BACK TYP STAIR SECTION SCALE: N.T.S. OTE: CHECK w/ CONTRACTOR OR UPGRADE OPTIONS 7011 MIN. FIREPLACE ELEV. - STONE ONE UNIT IN UPPER RIG1-IT CORNER SCALE: N.T.S. 7011 ,, MIN. REPLACE ELEV. - TIE UNIT IN UPPER RIGHT CORNER SCALE: N.T.S. 7%" MAX RISER HEIGHT. 10" MIN TREAD DEPTH PROVIDE DRAFT STOPPING (GNB w/ I (%" MIN. R MAX RADIUSIUS X16') R DEGLASS) OR ASS AT BACK FACE \\ STAIRS: OF FIREPLACE CAVITY \ (3) 2x12" STAIR 1 JACKS EA. ° 2x4 THRUST BLOCK 2x4 FRAMING ABOVE FIREPLACE 11%II MIN. F REPLACE PLAN V EN SCALE: N.T.S. 45%11 R.O. 51_q" IIy4II MIN. ELECTRIC FIREPLACE INSERT 11SIMPLIFIRE SF-ALL48-BK" 2x4 FIREPLACE NALL FRAMING a 2xG R.O., o ALL SIDES w w w o X 2x4 FIREPLACE `y NALL FRAMING A -A FRArl NG SECTION SCALE: N.T.S. —V' ' 2x4 FIREPLACE �— NALL FRAMING � 0 3 26 R.O., 0 ALL SIDES Lll w O X 2x4 FIREPLACE NALL FRAMING A -A FRAMING SECTION SCALE: N.T.S. RES U B Jun 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT coLL z o � v � LU 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 50. FT: N/A MAIN LEVEL 50. FT.: 1471 UPPER LEVEL S0. FT: 1774 TOTAL AREA S0. FT.: 3245 GARAGE AREA SO. FT.: 418 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: Yd" = 1'-0" SHEET CONTENTS ARCHITECTURAL DETAILS 4�I SLIDING GLASS DOOR SELF ADHESIVE PER PLAN MEMBRANE PAN SLIDING GLASS DOOR FLASHING NAIL FLANGE NAIL ON FLEXIBLE GALV 'Z' FLASHING FLASHING 2" MIN FROM TOP OF FLOOR JOIST LEDGER TO LAG SCREW PER PLAN 5/4x4 CEDAR DECKING PER PLAN 2x PT JOIST PER PLAN 9 a r r i i HANGER PER PLAN RIM JOIST PT LEDGER PER PLAN BUILDING PAPER SHEATHING PER PLAN INSTALLED BEHIND LEDGER AND PAN SIDING PER PLAN FLASHING. LAP LEDGER INSTALLED BEFORE SIDING OVER HOUSE WRAP w/ BUILDING PAPER BEHIND IT w/ 8" EXPOSED ON ALL 4 SIDES I n DECK LEDGER DETAIL FRONT CORNER OF HOUSE AT GARAGE N.T.S. V-0 TO NOSE BIB 3' 4' TO C.L. OF PRONTO BEND ELECTRICAL METER MAIN PRONTO BEND INSTALLED ON EXT. OF HOUSE HOSE BIBB INSTALL GROUNDING PROD 12" FROM PRONTO BEND FORTIFLASH o/ FLASHING q" MOISTOP AND MOISTOP. TURN FORTIFLASH 1" ONTO PANEL, ALL SIDES t CORNERS. FLASHING 2x2 TRIM @ PERIMETER Lf TYP. OPENING FOR ELEC. 60 MIN. BLDG METER BOX, FIREPLACE PAPER BEHIND DIRECT VENT, RANGE VENT METER MAIN DRYER VENT, ETC. SEE DETAIL W10 FOR MOISTOP INSTALL INSTRUCTIONS ELECTRIC METER t NOSE BIB LOCATION (NO GAS METER) SCALE: N.T.S. FRONT CORNER OF HOUSE AT GARAGE 10-0 TO HOSE BIB V-0 TO C.L. OF PRONTO BEND 3' —611 31-011 EDGE TO EDGE TO EDGE EDGE ELECTRICAL METER MAIN PRONTO BEND INSTALLED ON EXT. OF HOUSE NOSE GAS BIBB METER INSTALL GROUNDING ROD 12" FROM — PRONTO BEND FORTIFLASH o/ FLASHING 9" MOISTOP AND MOISTOP. TURN FORTIFLASH 1" ONTO PANEL, ALL SIDES t 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 410 FOR MOISTOP INSTALL INSTRUCTIONS ELECTRIC $ GAS METER, NOSE BIB CLEARANCES $ LOCATIONS SCALE: N.T.S. 30% WATEI BARR JOINT I NSTA IN MO CONTF SIDING PLAN SIDING BUTT JO1 NT FLASHING SCALE: N.T.S. 30# FELT PAPER STARTER STRIP FLASHING GUTTER PER PLAN ROOF TRUSS FASCIA PER PLAN � FLASHING DETAIL @ EAVE SCALE: N.T.S. OVERLAP MIN. 18" I BLDG. PAPER TYP. SIDING PER PLAN 2x2 PRIMED TRIM N� SIDING /INSIDE CORNER SCALE: N.T.S. Na11 x 3" LAG SCF POSITIVELY ATTACE TO WALL STUDS. l SCREW TO PENETR/ STUDS I" MIN., TYF 1/3 AND 2/3 HT HWT. ATTACH w/ I x 16 GA. STRAP 2/3 HT OF HW- 1/3 HT OF NWT IP LINE OF NERVESTRAL BEHIND BOTTOM OF SIDING rvrrnln minl ill Im IAMM EXTERIOR DOOR FLASH I NG SCALE: N.T.S. CENTER TRIM E LANDING ON FRONT DOOR / OPERABLE SIDE OF SLIDER EQ. EQ. SGD PER PLAN OPERABLE PANEL ---------- ---------- I I EQ. j EQ. I I I I FRONT PORCH 0 PATIO Q. 3'-6" LANDING TYP. @ BACK PATIO's Q. FIXED PANEL 26 HEARTWOOD CEDAR TRIM, EQ. ALL SIDES, CAULK/SEAL 3'x3' LANDING TYP. POUR AGAINST NERVASTRAL I BACK PATIO's SHOULD ALWAYS BE POURED IN THE DIRECTION OF THE FIXED SIDE OF THE S.G.D. WHENEVER POSSIBLE 2x6 HEARTWOOD CEDAR TRIM DOOR LANDING PER PLAN. POUR THRESHOLD AGAINST NERVESTRAL 26 HEARTWOOD CEDAR - - - �I TRIM w/ FLASHING @ NERVESTRAL �I HOUSE INTERSECTION, -LANDING PER PLAN _ -�! WHERE OCCURS (MIN. 3'x3', TYP.) --- -�" OF Sl'Er'S i 5D byLINE OF NERVESTRAL MUD SILL SfiE CONDITIONS \ ; CONC. WALL SLAB ON GRADE° SILL A PER S GYP. E EXT W PLAN INSULA (WHER ij-1 r me, SEE D38 FOR FRONT DOOR AND FRONT PORCH DETAIL EXT. LANDING DETAIL @ SLIDING GLASS DOOR, TYP SCALE: N.T.S. /rAI A\IT WINDOW FRAME 3/8" BEAD CAULK SEALANT TRIM PER ELEVATION (WHERE APPLICABLE) MOISTOP (SEE DETAIL W10 FOR INSTALL) FORTIFLASH ON ALL SIDES OF WINDOW SIDING PER PLAN BLDG. PAPER PENETRATION LEADER / ROUGH OPENING JAMB \ /SILL \ SILL .� FLASHING BUILDING PAPER TO EXTEND MIN. 12" BEYOND ALL EDGES STEP I OF THE PENETRATION . ATTACH SILL STRIP OF 9" WIDE MOISTOP (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 (0.19 x 10" ROLL) SIDING PER PLAN 1-1/2" GAP BTWN ROOF AND SIDING ROOF SHINGLES 30# FELT TO EXTEND UP WALL 12" MIN. 7/16" PLYWD. SHEATHING WINDOW SILL HOOD FRAME NALL SCALE: N.T.S. NOTE: USE 3 STRAPS ON 75 GALLON AND GREATER SIZES WATER NEATER (NWT) STRAPS SCALE: N.T.S. —" ROOF SHEATHING PER PLAN ROOF TRUSS ROOF TO NALL FLASH 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 NINDON JAMB DETAIL 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 THE VERTICAL WALL BENEATH). FASCIA PER PLAN w/ GUTTER SCALE: N.T.S. r r / r , r r r r r r r � r r � / r / r / *NOTE: SEAL ALL EXPOSED FASTENERS DETAIL ROOF/WALL INTERSECTION SCALE: N.T.S. CONT. BEAD OF Ell ►00 ml�;.;.;. .� BUILDING BUILDING PAPER PAPER TYP. TYP STEP 2 ` ATTACH JAMB STRIPS OF 9" 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 HEADER. \\ LINE NAIL FLANGE J LNPAPER UUNDERSILSTRIP 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 t JAMB MOISTOP (OR EQ.) FLASHING MATERIAL. BOARD FASHION UP THE WALL, LAPPING COURSES A MINIMUM OF ` NAIL WINDOWS PER WINDOW MANUFACTURER'S SPECIFICATIONS 1/2 PAPER WIDTH. ` STARTING FROM THE BASE OF THE WALL, APPLY BUILDING PAPER UNDER THE SILL STRIP AND CUT ANY EXCESS BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL AND BETWEEN THE JAMBS OF THE OPENING. ` ADD 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" STANDARD FLASH I NG MATERIAL APPLICATION AT OPENINGS SCALE: N.T.S. INSULATION (WHERE OCCURS) ND. FRAME WALL PER PLAN 7/16" PLYWD. SNEATNING BLDG. PAPER SIDING PER PLAN FORTIFLASH ON ALL SIDES OF WINDOW ROOF SHINGLES PER SPEC. 30# ROOF FELT 7/16" OSB ROOF SHEATHING INSULATIO (WHERE 0 ND. FRAM PER PLAN R-10 INSU BEHIND NI ALL HDR'E GYP. BD. HEADER F (SEE E WIND01^ 7/16" PLYWD. SNEATNING 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 (WHERE APPLICABL SEALANT WINDOW FRAME NINDON HEAD DETAIL SCALE: N.T.S. STUDS @ 1611oc (NO POSTS/ POINT LOADS ABOVE VENTS) SIDING PER PLAN EQ. �, EQ. ,�� BOTTOM SILL PLATE ------- 3/4" TtG SUBFLOOR FLASHING 7-1/211x15-1/2" 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 3' TO GAS METER** **BUILDING PAPER SHOULD BE INSTALLED OVER FLASHING## NOTE: PER WSEG 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 SCALE: N.T.S. RESUB joi 1 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT co z o � v � < Lu v 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 50. FT: N/A MAIN LEVEL 50. FT.: 1471 UPPER LEVEL SQ. FT: 1774 TOTAL AREA S0. FT.: 3245 GARAGE AREA SO. FT.: 418 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: YII = 11-011 SHEET CONTENTS: WATER INTRUSION DETAILS AlC Project Information Messages / Results PLAN NAME: CASCADE A 2018, CASCADE B 2018 PLAN SERIES: GLACIER Review required for custom entries: - Doors JURISDICTION: CITY OF EDMONDS UA Reduction = 17.1, Proposed UA is better than baseline by 5% Contact Information UA-reduction meets selected Option 1.3 JASON ATKIN ARCHITECTURAL PLANS COORDINATOR PACIFIC RIDGE HOMES Whole House Mechanical Ventilation Airflow Rate: 160 CFM with Run Time Percent of 50%, Balanced, Distributed watkin acificrid ehomes.com ' Results assume your inputs are complete and correct. Results do not constitute an approval. Analysis should be reviewed by your AHJ. IIIANALYSIS SET UP What code compliance pathway are you using? Prescriptive Path Compliance with Option 1 referred Project Building Type? New Construction Occupancy Type? R3 Single family homes and duplexes Code Version? WSEC 2018 Classification: Medium Dwelling Unit -- 3313 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 SULTS - Comparison of Baseline and Proposed Design Component Performance, R occupancies Doors U = Overhead Glazing U = Vertical Glazing U = Flat/Vaulted Ceilings U = Wall (above grade) U = Floors over Crawlspace U = Slab on Grade F = Below Grade Wall U = Below Grade Slab F = Baseline U Area UA 0.300 20 6.0 0.500 0 0.0 0.300 285 85.4 0.027 1,842 49.7 0.056 2,643 148.0 0.029 1,471 42.7 0 0.0 �O540 42 0 0.0 70 0 Of) Proposed Design U Area UA 0.300 20 6.0 0 0.0 0.279 285 79.4 0.027 1,842 49.7 0.054 2,643 142.7 0.025 11,471 36.8 0 0.0 0 0.0 0 0.0 Baseline UA Total 331.8 Proposed UA Total 314.7 Required Credits 6.0 Proposed Credits 6.0 from Tables 406.2 and 406.3 UA Percent Reduction 5.2% UA Reduction 17A 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 System No. Full Description Select System Type Credits 406.2 Energy Credits 406.3 (406.2 & 406.3) For an initial heating system using a heat pump that meets federal standards for the equipment listed in Table C403.3.2(1)C or C403.3.2(2) OR Air to water heat pump units that are configured to provide both heating and cooling and are rated in accordance with AHRI 2 550/590. Heat pump with electric resistance or fossil -fuel supplemental heat requires Heat Pump, air-to-air or air to water 1.0 5.0 6.0 compliance with WSEC 403.1.2 "Heat Pump Supplementary Heat". Packaged Terminal Heat Pumps (PTAC-HP) requires an HSPF tested value (See SBC Interpretation dated December 2020). Ta le R406.3 Energy Credits 10DtiolNo. I Energy I Cateaory Selec-GodonS Credits Brief Description of Selected Options* 11 1 Efficient Building Envelope 1.3 I 0.5 I rU 0.2 oin UA Windows / R-38 floors or R-10 Fully insulated slab. Or 5% 21 JAir Leakage Control and Efficient Ventilation / I Not Selected 1 0.0 1 3 1 1 High Efficiency HVAC 4 1 1 High Efficiency HVAC Distribution System Option 3.5 1.5 1 Heat Pump: Air Source with min HSPF of 11 1.0 1 Ducts/distribution system in conditioned space per R403.3.7 5.1 1 1 Efficient Water Heating / / I Nor SeW6ted I \ 0.0 1 5.2-5. 1 Efficient Water Heating Option 5.5 2.0 NEEA Tier 3 heat pump water heater 6 Renewable Electric Energy kWh Not a ected 0.0 7 Appliance Package Not Selected 0 Enerav Credits 5.0 TABL R406.2 FU Ns RMA ZATION CREC:,ITS Sy tern Credits ■ Description of Primary eating Source � All Other Group R-2 2 For an i/ewith sting system using a heat pump 1.0 1.0 ■ that meeral standar s for the equipment listed in 403.3.2(1 C or C403.3.2(2) or Air to Ovat pump nits that are configured to provide ating a d cooling and are rated in accorda AHR 550159D TABLE 406.3 1 ENERGY CREDITS CREDIT(Si OPTION DESCRIPTION All Other Group R-2 1. EFFiCIEN BUILDING NVELOPE OPTIONS ■ Only o e option fro Items 1.1 through 1.7 may be selected in this category. nce with th conductive UA targets is demonstrated using Section R402.1.4, Total UA alternative, where [1-(P osed LI arget UA)] 3 the required %UA reduction 1.3 ue compliance is based on Table R402.1.1 with the following 0.5 N/A ions: fenestration U = 0.28 '■ 8 ; rade R-10 perimeter and under entire slab Zd : ade slab R-10 perimeter and under entire slab ce based on Section R402.1.4: Reduce the Total conductive IUA THERMAL ENVELOPE DETAILS - Proposed Design Conditioned Floor Area, Proposed Design 3,313 sq. ft Classification Medium Dwelling Unit Notes Exterior Doors Plan Component Door Width Hei ht ID Description Ref. U Qt. Feet I"`n Feet I"`n Area UA Exempt Code Baseline, U=0.30 0.30 1 2 8 6 8 18 5.3 FRONT Fiberglass with 10% glazing Custom 0.30 1 3 0 6 8 20 6.0 0 3 0 6 8 0 0.0 0 6 8 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 01 0.0 01 0.0 Sum of Area and UA (excluding exempt door) 201 6.0 Exterior Doors Area Weighted U I 0.300 Overhead Glazing Plan ID Component Description Ref. Glazing U Qt. Width Hei ht Area UA Feet Inch Feet "`n Sum of Area and UAI 0.0 0 Overhead Glazing Area Weighted U Vertical Glazing Schedule Rows to Show 12 Plan ID Component Description Ref. Glazing U Qt. Width Height Area UA Feet I"`n Feet "`n Exempt - - - 1 KITCHEN U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 4 ° 3 6 14.0 3.92 2 LIVING U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 2 5 ° 5 ° 50.0 14.00 3 LIVING U=0.25 (Options 1b, 1.4 Table 406.2 0.25 2 2 ° 2 ° 8.0 2.00 4 BDRM 6 U=0.28 (Options 1a, 1.3, 1.7 Table 406.2 0.28 2 2 6 4 6 22.5 6.30 5 DINING U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 5 ° 5 ° 25.0 7.00 6 BUTLER U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 4 ° 2 ° 8.0 2.24 7 BDRM 1 U=0.28 (Options la, 1.3, 1.7 Table 406.21 0.28 2 6 ° 4 ° 48.0 1 13.44 8 BATH 1 U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 4 ° 4 ° 16.0 4.48 9 BDRM 4 U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 4 ° 4 ° 16.0 4.48 10 LOFT U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 4 2 6 4 6 45.0 12.60 11 BDRM 3 U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 4 ° 4 ° 16.0 4.48 12 BDRM 2 U=0.28 (Options la, 1.3, 1.7 Table 406.2 0.28 1 4 ° 4 ° 16.0 4.48 Sum of Area and UAI 284.5 79.4 Vertical Glazing Area Weighted U 0.279 Vertical Glazing and Doors Area Weighted U 0.281 Flat/Vaulted Ceilings Plan ID Component Description Ref. Attic U Area UA R49 blown Attic STD baffled Code Baseline, Option 1.1-1.4 10-7 0.027 1,842 49.7 Sum of Area and UAL 1,842 41. Walls Above Grade Plan ID Component Description Ref. Wall U Net Area UA R21 cavit +RO foam INT 2X6W La Code Baseline 10-5 0.054 2,643 143 Sum of Area and UA 2,6431 143 4.2 ,/AC equipment and associated duct system(s) installation shall comply i CI th the requirements of Section R403.3.7. ; Locating system components in conditioned cra-M spaces is not permitted ; under this option. Electric resistance heat and ductless heat pumps are not permitted under ' this option_ Direct combustion heating equipment with AFUE less than 80% is not permitted under this option. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specifFy the heating equipment type and shall show the location of the heating and cooling equipment and all the ; ductwork. 5. EFFICIENT WATER HEATING OPTIONS Only one option from Items 5.2 through 5.6 may be selected in this category. Item 5.1 may be combined with any ■ heating system shall include one of the following: 2.0 2.2-5)ctric IEter heat pump water heater meeting the standards for Tier I I I of EA's advanced water heating specification ■ or ; ■ For R-2 Occupancy, electric heat pump water heaters), meeting the standards for Tier III of NEEA's advanced water heating specification, shall supply domestic hot water to all units_ If one water heater is serving more ; than one dwelling unit, all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe insulation.. To qualify to claim this: credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency_ 3. HIGH FICIENCY HVAC EQUIPMENT OPTIONS ■ ■ n ne option from Items 3.1 through 3-6 may be selected in this category. ' RES U B Jun 20 2023 ir-source_ centrally ducted heat pump with minimum HSPF of 11.0. 1 5 CITY OF EDMONDS TO qualify to claim this credit, the building permit drawings shall specify the ; DEVELOPMENDEPARTMMENTENTSERCES � option being selected and shall specify the heating equipment type and the minimum equipment efficiency. Plan Component Floor UA ID Description Ref. U Area 138 vented Joist 16oc 10-3 0.025 1,471 37 Sum of Area and UA 1,471 37 Slab on Grade less than 2 feet belowgrade) Plan Component Slab ID Description Ref. F Slab Perim FP Sum of Perimeter and FP 0 0 Below Grade Walls and Slabs Plan Component Wall Wall Wall Slab Slab ID Description Ref. U Area UA F Slab Perim UA Sum of Area, Length and UA 1 01 0.0 01 0 Ventilation Requirements Number of Bedrooms 6 Run -Time Percent in Each 4-Hour Segment 50% Is the system Balanced? Balanced Verify system meets definition of'Balanced Whole -House Ventilation' Is the system Distributed? Distributed IVerify system meets definition of'Distributed Whole -House Ventilation' Ventilation Code Section IRC, Chapter 15 Whole House Mechanical Ventilation Airflow Rate 160 CFM HVAC Thermal Distribution System Download RS-33 (2018) htt ://www.ener .wsu,edu/Documents/Duct%20Testin %2OStandards%2 Is this a hydronic heating system? No Location of Ducts lConditioned Space Location of Air Handler Conditioned S ace Is Duct Testing Required? No Option 4.2: A maximum of 10 feet of return ducts and 5 feet of supply ducts are allowed to be located outside of the building thermal envelope, if insulated and sealed per R403.3.7. Links to Download Forms, Checklists and Other Resources Link Compliance Certificate Compliance Certificate Instructions Insulation Certificate for Residential New Construction Insulation Certificate Duct Testing Affadavits Existing Construction Affidavit, Existing New Construction Affidavit, New Prescriptive Checklist for 2018 WSEC Prescriptive Checklist Alterations (Remodel) Worksheet Worksheet Show Heating System Sizing? Show Heating System Sizing - Proposed Design Try Out BetterBuiltNW's HVAC Sizing Tool: https://betterbuiltnw.com/resources/hvac-sizing-tool Nearest Weather Station Edmonds Indoor Design Temperature 70 F Outdoor Design Temperature 24 F Design Temperature Difference (AT) 46 F Conditioned Floor Area, Proposed Design 3,313 ft2 Conditioned Volume 28,161 ft3 Leave blank to use default of 8.5 ft. ceiling height HVAC System Type Heat Pump Location of HVAC Distribution System Conditioned Space Sum of UA, including exempt door and window 320 Envelope Heat Load F 14,719 Btu / Hour Sum of UA X AT Air Leakage Heat Load F 13,990 Btu / Hour ((Volume X 0.6) X AT) X .018)) Building Design Heat Load 28,709 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 28,709 1 Btu / Hour 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 35,887 Btu / Hour Building and Duct Heat Loss X 1.25 for heat pumps Building and Duct Heat Loss X 1.40 for all other systems TABLE M1505.4.3(I ) 2018 WSEC WHOLE HOUSE MECHANICAL VENTILATION AIRFLOW RATE VENTILATION NOTES AND STANDARDS: (VENTILATION RATES IN TABLE ARE MINIMUM OUTDOOR AIRFLOW I. WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY A CENTRAL RATES MEASURED IN CFM) EXHAUST FAN IN ACCORDANCE WITH M1505.4.1.1. N E W N A L M 2. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY. HOUSE NAME: 3. WHOLE HOUSE FAN CFM RATE BASED ON TABLE M1505.4.3(I). EXAMPLE: 70 CFM FOR 4 BDRM 2600 SF HOME, AND THEN INCREASE BY FACTOR OF 1.5 PER TABLE M1505.4.3(2) TO ACCOUNT FOR WHOLE HOUSE FAN CFM CALL: 80 CFN x 1.5 = 120 CFM's NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM. 4. WHOLE HOUSE FAN SHALL BE 1.0 SONES OR LESS, AND SHALL HAVE TABLE M1545.4,3(1) AN EFFICACY OF 2.8 CFM / WATT PER WSEC R403.6.1. WHOLE -HOUSE MECHANICAL VENTIi.ATION AIRFLOW RATE 5. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE Nurnbar Ol 84droams Dwelling Unft Floor Ams (aquero teat) 0.1 2 3 i S or WFQ AlT#m IIt dm < SOD 30 3D 35 45 so 501.1.000 34 35 40 50 55 1ACI • i,506 30 40 41i 55 W t,501 - 2,04D 35 45 SU 60 85 2.O101 - 2.3D0 40 50 65 70 45 55 60 3,001 - 3.5m50 60 GS Ito55 B5 70 175 4,001-4,5014 60 70 75 9Dd3ol . ra.00100 GS 7S ao 95 WINDOWS PER STATE CODE INTERPRETATION 17-15. 6. LOCAL EXHAUST FAN RATES ARE AS FOLLOWS: KITCHEN - 100 CFM INTERMITTENT. BATHROOMS/TOILET RMS - 50 CFM INTERMITTENT. 7. HEATING DUCTS ARE NOT ALLOWED TO DISPLACE REQUIRED INSULATION WITHIN THE EXTERIOR WALLS, FLOORS AND CEILINGS. 8. PER IRC M1502.4.5.: WHERE THE DRYER VENT EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6FT OF THE EXHAUST DUCT CONNECTION. 9. THE BUILDING'S THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQ'MNTS OF SECTIONS R402.4.1-R402.4.4. AIR LEAKAGE RATES TO NOT EXCEED 5.0 A.C.N. (R402.4.1.2) 10. ENERGY CODE COMPLIANCE CHART WITHIN 3' OF ELECTRICAL PANEL. 11. A PROGRAMMABLE THERMOSTAT IS REQUIRED. Mi505.b.3.1 venlflatlpn quality adjustment, The minImum "holy house venlllation rate from Seow 12. A MINIMUM OF 75% OF ALL LIGHTING MUST BE HIGH EFFICIENCY I5Uh-4_;SSr►ali M adiusled by the system coe"ictenI In r9C[e rAVK15.4_;i[2) based an iM system type n01 l'rleeting the dei"m+ilion of a baldnaad+4r�aple Emboss vent/iafrtln system arloror not meeting the definri ion of a df sftured wflole house verur'1ayOr+ sysiern. TABLE MISG5.4.3(2) SYSTEM C0EFFICtENT (C,Y„s,n) System Type Distrlbuted Not 0Istrlbuted Balanced 1.D 1.25 Idol balanced 1.25 1.5 VENTILATION SCHEDULE I NUTONE OR EOUIV 1.0 SONFS CFM RATE PER CALL. 02 NUTONE OR EOUIV 1.5 SOI ES NOTES: + USE 100 CFM MIN. FAN AT KITCHEN + USE 50 CFM MIN. FANS AT ALL OTHER LOCATIONS EXC. WHF + ALL FANS VENT TO OUTSIDE (V.T.O.) CoLL z o � v � v v- COPYRIGHT NOTICE: T14I5 PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN 15 PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL OR BASEMENT 50. Fr: N/A MAIN LEVEL S0. FT.: 1471 UPPER LEVEL 50. FT: 1774 TOTAL AREA S0. FT.: 3245 GARAGE AREA SO. FT.: 418 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: Y" = 1'-0" SHEET CONTENTS: 2018 WSEC CREDIT OPTIONS 4 CALC's A I I GENERAL STRUCTURAL NOTES: CRITERIA: 1.1 All Materials, workmanship, design, and construction shall conform to the drawings, specifications, and the International Building Code (IBC), 2018 Edition 1.2 Design Loading Criteria The Design Loading of the Structure is as follows: Live Loads (in accordance with IBC Table 1607.1) Occupancy or Use Uniform Live Load Concentrated Live Load Notes Floor, Residential 40-psf - Balconies & Decks 60-psf - 1.5 x Occupancy Load Uninhabitable attic, with storage 20-psf - Concurrent with Snow Loads Unihabitable attic, without storage 10-psf - Non -concurrent with Snow Loads Any point, any direction (ASCE 7-16, Section 4.5.1) Handrails and Guards - 200-lbs 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 C. 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, SDI 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) 1Y2" Slabs and Walls, interior face (#11 bars and smaller) 3/a" Column Ties or Spirals and Beam Stirrups 1Y2" WOOD: 6.1 Framing Lumber shall be kiln dried or MC-19, and graded and marked in conformance with WCLB Standard Grading Rules for West Coast Lumber No. 17 Unless otherwise noted, furnish to the following minimum standards: Member Use Size Species Grade Studs 2x, 3x Hem -Fir or SPF STUD Joists/Rafters 2x, 3x Hem -Fir No. 2 Plates/Misc. 2x, 3x Hem -Fir No. 2 Beams 4x Douglas Fir -Larch No. 2 Posts 4x Douglas Fir -Larch No. 2 Timber, Beams 6x & Larger Douglas Fir -Larch No. 2 Timber, Posts 6x & Larger Douglas Fir -Larch No. 2 6.2 Glued Laminated Members shall be fabricated in conformance with ASTM and AITC Standards. Each member shall bear an AITC Identification Mark and shall be accompanied by an AITC certificate of conformance. Furnish to the following minimum standards: Member Use Combination Species Fb,1 Fbx- FclX FAX Ex Beams 24F-V4 DF/DF 2400-psi 1850-psi 650-psi 265-psi 1800-ksi Camber all glulam beams to 3,500' radius, unless otherwise noted. Glued laminated members exposed to weather or moisture shall be treated with an approved preservative. 6.3 Engineered Wood shown on the drawings are based on product manufactured by Weyerhaeuser in accordance with ICC Report No. ES ESR-1387. Alternate manufacturers may be used subject to review and approval by the Architect and Structural Engineer. All hangers and other hardware not shown shall be designed and supplied by the Joist Manufacturer. Each piece shall bear a stamp or stamps noting the name and plant number of the manufacturer, the grade, the ICC report number, and the quality control agency. Furnish to the following minimum standards: Member Use Product Fb Fel F„ E Beams 1.55E Laminated Strand Lumber (LSL) 2325-psi 800-psi 310-psi 1550-ksi Beams 2.0E Laminated Veneer Lumber (LVL) 2600-psi 750-psi 285-psi 2000-ksi Beams 2.0E Parallel Strand Lumber (PSL) 2900-psi 750-psi 290-psi 2000-ksi Rim Boards Laminated Strand Lumber (LSL) 1700-psi 680-psi 400-psi 1300-ksi 6.4 Engineered Wood I -Joists shown on the drawings are based on joists manufactured by Weyerhaeuser in accordance with ICC Report No. ES ESR-1153. Alternate Engineered Wood I -Joists manufacturers may be used subject to review and approval by the Architect and Structural Engineer. 6.5 Prefabricated Connector Plate Wood Trusses shall be designed by the manufacturer in accordance with TPI 1-2014 for the spans and conditions shown on the drawings. Wood trusses shall utilize approved connector plates (MITEK, ITW or other approved Truss Plate Manufacturer). Unless otherwise noted, loading shall be as follows: Roof Truss Design Loading Member Uniform Load Top Chord Snow Load Top Chord Wind Load (Uplift) 25-psf 15-psf Top Chord Dead Load 7-psf Bottom Chord Live Load 10-psf Bottom Chord Dead Load 5-psf Floor Truss Design Loading Member Uniform Load Top Chord Live Load 40-psf Top Chord Dead Load 10-psf Bottom Chord Dead Load 5-psf Submit shop drawings and design calculations prior to fabrication. Submitted documents shall bear the stamp and signature of a registered Professional Engineer, State of Washington. Truss design drawings shall include, at a minimum, the following: A. Slope or Depth, Span and Spacing B. Location of all Joints and Support Locations C. Number of Plies if greater than one D. Required Bearing Widths E. Design Loads and Locations: Include Top and Bottom Chord Live and Dead Loads, Girder Loads, and Environmental Loads (Seismic, Wind, Snow, etc.) F. Other Lateral Loads, including Drag Strut Loads G. Adjustments to Wood and Metal Connector Plate Design Value for Conditions of Use H. Maximum Reaction Force and Direction (including Maximum Uplift) I. Metal -Connector -Plate Type, Size, Thickness, and Location J. Size Species and Grade for each Member K. Truss -to -Truss Connections and Truss Field Assembly Requirements L. Calculated Span -to -Deflection Ratio and maximum Vertical and Horizontal Deflection for Live and Total Loads M. Maximum Axial Tension and Compression Forces in each Truss Member N. Required Permanent Individual Truss Member Restraint Location and the Method and Details of Restraint Bracing to be used O. Placement Layout including Bearing Points, Intersections, Hips, Valleys, etc. P. Truss -to -Truss and Truss -to -Beam Connection Details and Hardware WOOD (Continued): 6.8 Timber Connectors and Proprietary Fasteners shall be "Strong -Tie" by Simpson Company, as specified in their current catalog. Provide number and size of fasteners as specified by manufacturer. Connectors shall be installed in accordance with the manufacturer's instructions. Where connector straps connect two members, center strap on joint and provide number and size of fasteners as specified by manufacturer, with equal number and size of fasteners in each member. Alternate hardware manufacturer substitutions, such as USP Connectors, shall be ICC approval for equal or greater load capacities. All joist hangers and other hardware shall be compatible in size with specified framing members. See Hanger Conversion Table for pre -approved substitutions. Timber Connectors and their fasteners shall be protected from corrosion in accordance with manufacturer's recommendations or ASTM A 653, Type G185. 6.9 Dowel -Type Fasteners (Bolts, Lag Screws, Wood Screws and Nails) shall conform to Sections 11 and 12 of the ANSI/AWC NDS-2018. Dowel Type Fastener Grade Requirements at Exterior Use or Installation when in Contact w/ Treated Lumber ASTM B 695, Class 55 Galvanized Bolts ASTM A307 ANSI/AWC NDS-2018 Section 12.1.3 or Stainless Steel Hole = Bolt 0 + (1/32" to 1/16") Washer @ Bolt Head and @ Nut All-Thread/Threaded Rod ASTM F1554 ASTM B 695, Class 55 Galvanized ANSI/AWC NDS-2018 Section 12.1.3 or Stainless Steel Hole = Rod 0 + 0/32" to 1/16") Washer @ Each Nut Lag Screws ASTM A307 ASTM A 153 Galvanized ANSI/AWC NDS-2018 Section 12.1.4 or Stainless Steel Lead Hole = 0.5 x Shank 0; Shank Hole = Shank 0 Washer @ Lag Head Wood Screws ASTM A 153 Galvanized ANSI/AWC NDS-2018 Section 12.1.5 or Stainless Steel Pilot Hole = 0.75 x Root 0 (Unless Self -Boring) Nails ASTM F1667 ASTM A 153 Galvanized ANSI/AWC NDS-2018 Section 12.1.6 or Stainless Steel Avoid Overdriving or Underdriving; Avoid Wood Splitting Toenails 30°, 1/3 Nail Length from Joint Nails specified on the drawings shall be as follows: Nail Use Penny Weight Grade Framing Nails 12d Box 0.131 "0 x 3%" Sheathing Nails 8d Common 0.131"0 x 2Y2" 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 2304.10.1 or ICC ES ESR-1539. Coordinate the size and location of all openings with Mechanical and Architectural Drawings. B. Wall Framing: Stud wall size and spacing shall be in accordance with the plan notes. Two studs minimum shall be provided at the ends of all walls, at each side of all openings, and at the ends of all beams and headers. All stud bearing walls on wood framing shall have their lower wood plates attached to framing or concrete below per P1-6 of the shear wall schedule. C. Individual members of Built -Up stud posts shall be nailed to each other with framing nails @ 12"oc, staggered. Individual members of Built -Up joist 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 of floor and roof sheathing. Provide approved panel edge clips centered between joists/trusses at unblocked roof sheathing edges. All floor sheathing 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. 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. 7.2 Structural Observation in accordance with IBC Section 1704.6 is not required. O O r W CV r �O to CO O') � o C) tQ o U W Z W - U2 0 ° rLJJ � u. w Qd LULU Op mm N rn r 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. UJ Z W V J Q m U) H W a RES U B Jun 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT co W 0 l- N o N 0 W X W O z Z O W J W Sol U) 0 Z O 0 w LL U Z O U_ 0 U) STRUT TRUSS (DRAG LOAD = 150 PLF) STRUT TRUSS (DRAG LOAD = 150 PLF) 3%2 x18 GLB RIM +/-6'-0" WALL SHTG CONT. THRU CORNER (2)2x6 W/ H U C26-2 TO POST TO POST fl 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 21/2" Nails or Simpson WSV #9x2%2" screws as follows: Framing, Edges 6"oc Framing, Field 10"oc Boundaries, Blocking, Struts 6"oc At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing Panel Edges. Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y2" Nails or Simpson WSV #9x2%2" screws as follows: Framing, Edges 4"oc Framing, Field 10"oc Boundaries, Blocking, Struts 4"oc See Drawings for other Sheathing Nailing requirements. 2. Floor Framing shall be as indicated on plan. Change spacing, as required, to meet the deflection requirements. Loading shall be as follows, u.o.n.: Top Chord Live Load 40-psf Top Chord Dead Load 10-psf Bottom Chord Live Load N/A Bottom Chord Dead Load 5-psf Maximum Live Load deflection shall be L/480. Refer to General Structural Notes for other requirements. ROOF FRAMING PLAN NOTES: 3. Roof Sheathing shall be �/6" thick (Panel Span Rating 24/16). Fasten Sheathing to Framing with 0.131 "0 x 2Y2" Nails as follows: Framing, Edges 6"oc Framing, Field 12"oc Boundaries, Blocking, Struts 6"oc At Unframed Panel Edges, provide PSCA Framing Clips centered between each Framing Member. See Drawings for other Sheathing Nailing requirements. At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing Panel Edges. Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y2" Nails as follows: Framing, Edges 4"oc Framing, Field 12"oc Boundaries, Blocking, Struts 4"oc U (L O O r W N r �O to 00 _61 �O rzU w= ryCn wa L� w _J J J J W w _ _ I— I Op m (M r N 6� l` r M�� WLL J w U (D Q W 0 ' z O CU U) LU J Q W U a See Drawings for other Sheathing Nailing requirements. U) 4. Roof Framing shall be as indicated on plan. Refer to General Structural Notes. 0 5. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. 7 O 6. Overframing Members shall be 2x4 @ 24"oc posted down to main framing below w/ 2x4 @ 48"oc, staggered, or as indicated by the L Truss Manufacturer. O Q 0 7. Provide solid Flat Blocking at all Valleys. Fasten Sheathing to Blocking in accordance with Note 3. O J w 8. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends, typ. LL J WALL FRAMING PLAN NOTES: 9. Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16"oc, u.o.n. LL (D Interior Bearing Walls shall be 2x4 Studs @ 16"oc, u.o.n. Interior Non -Bearing Walls shall be 2x4 studs @ 24"oc. Z U Where adjacent Shear Walls are in contact, nail studs together per 3/S06. See 1/S06 for special stud requirements at Shear Wall z C types P1-3, P1-2, and P2-2. O 10. Headers shall be 4x6, u.o.n. See Detail 13/S06. < V 11. Built-up Stud Groups in Walls supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General Structural [)� 0 Notes for fastening requirements. 12. See 10/S06 for Simpson to USP hardware conversion table. U. U) LEGEND XX DETAIL CALL -OUT SX.X i J P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/S06 m 0 U)_ BEARING OR SHEAR WALL BELOWLU � BEARING OR SHEAR WALL ABOVE 0- (F) FLUSH FRAMED (BOTTOM FLUSH W/ BOTTOM OF FRAMING) W N O N .tjd' Q CV O POST BELOW W PT. LD. BLOCK THRU FLOOR FOR POST ABOVE RES U B X HDR HEADER PER PLAN NOTE 10 Jun 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SO4A(M) 0 1 2 4 8 16 —ADJUST STUD FRAMING AS REQUIRED MUDSILL I I II II I� 'Il PER PLAN III II x4l, II 14 11 ad LSL / VER; °a °a /LO�ATE RIM BOAR VENTS BETWEEN PLAN ° d JOISTS & T-0" MIN. FROM ° a as d HOLDOWNS & POINT LOADS ° Q e a POST PER PLAN SLAB -ON -GRADE PER PLAN a e DIAPHRAGM BOUNDARY NAILING SHEATHING PER PLAN — JOISTS PER PLAN I7� UNBALANCED FILL A -LAM ) PER FOOTINGS AND STEM—/ WALLS PER PLAN 20 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 SHEATHING PER 1/S06 j 2x STUD WALL PER PLAN 12d @ 6"oc TO RIM SHEAR WALL EDGE NAILING SPLICE SHEATHING AS REQUIRED SHEAR WALL EDGE NAILING 15'16" VERSA -LAM 1.4E 1800 \ RIM BOARD (ALT: 1Y4' LSL RIM BOARD) 156" VERSA -LAM / 1Y4" LSL BLOCKING W/ 12d TOENAILS @ 6"oc MUDSILL & ANCHOR BOLTS PER 1/S07 STEM WALL AND FOOTING (1)#4 x 36" DIAGONAL MUD: JOIST PER 1/S07 SEE 8/S07 T-0" MIN. D n Q NORMAL FOOTING REINFORCING 10 FOR CALL -OUTS IN COMMON 15,16 " VERSA -LAM / 114" LSL BLOCKING WHERE BEARING WALL OCCURS PLAN SIZE REINFORCING DETAIL CAL OUT REFERENCE 18 18" sq x 12" thick NO REINF. (2) #4 EA. WAY - 24 24" sq x 12" thick BOTTOM 30 30" sq x 12" thick (3) #4 EA. WAY - BOTTOM 36 36" sq x 12" thick (4) #4 EA. WAY BOTTOM 42 42" sq x 12" thick (5) #4 EA. WAY - BOTTOM 5 BEAM PER PLAN 1x4 x 12" EA. SIDE w/ (4) 12d EA. MEMBER MAB15, POST TO FOOTING — U.O.N ON PLAN (ALT: A34 CLIP EA. SIDE W/ 0.131"0 x 2" MIN. CONC. NAILS TO FTG) REINF. PER PLAN Trio o�inir ono 19 -NORMAL FOOTING REINFORCING —ADD'L BARS TO MATCH NORMAL REINFORCING NE OF EXCAVATION STEP IN FOOTING 14 BEARING WALL (WHERE OCCURS) POST PER PLAN (2) LAYERS BLDG PAPER BTWN POST AND CONC. FOOTING PER PLAN CONT. TOP PLATE PER 18/S06 O O O ° ° O O o ° O o 0 o —° — — —° o o —° — I I I I I — I I I° °I ill PANEL EDGE I I I III I NAILING I I I I II I —PANEL EDGE o NAILING FULL HEIGHT ° O O O O O O (HALF EA. STUD) o — II — -- o — — o HEADER PER PLAN I I°I °I ° (EXTEND TO CORNER) ° PER PLAN ° ° ° ° ((2)2x MIN.) ° (2)2x ADD'L STUD Zg a HOLD DOWN PER PLAN o � ILL] (APPLY OVER SHEATHING) ANCHOR BOLTS PER 1/S06 PER PLAN P.T. 2x6 MUDSILL UNO 0 0 4 p #4 @ 16"oc, 8" STEMWALL LINO L d 4 d d ® HORIZ lo TYP. ry- #4 @ 16"oc, VERT FOOTING PER 1/S07 (HOOK AROUND d FTG. REINF) a d � Q a Q d Q d d DIAPHRAGM BOUNDARY NAILING PT 2x8 MUDSILL RIPPED TO MATCH STEMWALL WIDTH W/ A.B.'S AND PLATE WASHERS PER 1/S06 SHEATHING PER PLAN 13 (2)2x STUD - NAIL SHEATHING TO EACH MEMBER w/ HALF OF SHEATHING NAILS STRAP HOLD DOWN PER PLAN APPLIED OVER SHEATHING ANCHOR BOLTS PER 1/S06 *NO NAILS STEM WALL PER BOTTOM 2 FOUNDATION PLAN HOLES* a d I a a I da I a a d a d 4 d a d 1 1/2" d d O d � Q d d Q O O 4 4 Q Q — — — — d 4 2x STUD WALL PER PLAN (2) 2x6 PT MUDSILL SLAB -ON -GRADE PER PLAN e ua I I III I � 1-1 11- a 8 e SHEATHING PER 1/S06 PROVIDE SQUASH BLK'G 2x STUD WALL PER PLAN UNDER POSTS AND BUILT UP STUDS ABOVE (MATCH SIZE ABOVE) FACENAIL PER 1/S06 SHEATHING NAILS @ 4"oc PANEL EDGE NAILING JOISTS PER PLAN III UNBALANCED FILL JOISTS PER PLAN ITS2.37/9.5 HANGERS d JOIST BLOCKING @ 48"oC d (ALT: ITS2.06/9.5 (NOT REQUIRED IF a HANGERS AT TJI 21US) STEM WALL & FOOTING UNBALANCED FILL < V-0") (2) LAYERS BUILDING PAPER PER 1/S07 4 BETWEEN JOISTS & STEM WALL --I I SEE 6/S07 FOR CALL -OUTS 9 Q IN COMMON SLAB -ON -GRADE PER ARCH'L DRIVEWAY PER ARCH'L III=III-III-III-III-I 11 1E I I IIF d COMPACT STRUCTURAL °0 a ° FILL REINF. PER 1/S07 3 2x STUD WALL PER PLAN MUDSILL PER 1/S07 SLAB -ON -GRADE PER PLAN ri X 17 58" O ALL -THREAD W/ PLATE WASHERS PER 1/S06 AND 212" SIMPSON SET EPDXY EMBED (NO SPECIAL INSPECTION REQ'D) IiII�Illl111i11 STEM WALL AND FOOTING PER 1/S07 UNBALANCED FILL SHEATHING PER 1/S06 PANEL EDGE NAILING STEM WALL AND FOOTING PER 1/S07 12 7 (2)2x STUD - NAIL SHEATHING TO EACH MEMBER w/ HALF OF SHEATHING NAILS I STRAP HOLD DOWN PER PLAN APPLIED OVER SHEATHING ANCHOR BOLTS PER 1/S06 U STEM WALL PER FOUNDATION PLAN I II � Ild ® I a a a l a a Ia a Q O d d 1 1/2" a a a 4 O d d a DIAPHRAGM BOUNDARY NAILING PROVIDE SQUASH BLK'G UNDER POSTS AND BUILT UP STUDS ABOVE (MATCH SIZE ABOVE) JOISTS PER PLAN 1516" VERSA -LAM 1.4E 180 RIM BOARD (ALT: 114" LSL RIM BOARD) 2x6 P.T. PLATE W/ MUDSILL ANCHORS PER 1/S06 2x6 P.T. PLATE w/ A.B.'s AND PLATE WASHERS PER 1/S06 #4, TOP (LOCATE IN TOP 12" OF STEMWALL) #4 @ 36"oc, VERT. HOOKED BAR #4 @ 24"oc, HORIZ. (1)#4, BOTTOM 16 —(2)2x STUD - NAIL SHEATHING TO EACH MEMBER w/ HALF OF SHEATHING NAILS STRAP HOLD DOWN PER PLAN APPLIED OVER SHEATHING SOLID BLOCKING 12" 4 ` 1d 1 I I ®a I I I 4 a I ® a d dQ d 40 a a Id a d d STEM WALL PER FOUNDATION PLAN Q O d a d ANCHOR BOLTS PER 1/S06 SHEATHING PER 1/S06 —2x STUD WALL PER PLAN — 12d @ 6"oc SHEAR WALL EDGE NAILING SPLICE SHEATHING —SHEAR WALL EDGE NAILING STEM WALL AND FOOTING PER 1/S07 ALT. MUDSILL ANCHOR 4'-0" MAX UNBALANCED FILL IIIIIIIIIII,III- � I .III Z_ oo III III —III—' 4y2" 6" 4y2" TYP. R E S U B ol 1'-3" Jun 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES 2 DEPARTMENT 1 0 O_ W CV r U-)00 tq �o E 0 a� z W u W — tjor- O t � cr) lL L .. � w O J a w p =w O~ mm ij 6� r (� N O N z� ry 4 W � o �JAS81, of 0 C0 G 0 ' A w LL J 0 U Uj o o _U 0 W ry D J Q m H W d Co W O N N 0 > w w S07