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APPROVED BLD PLN -RESUB 1-BLD2023-0070+Architectural_Plan+5.8.2023_10.39.35_AM+3530436ABBREVIATIONS ADJ. ADJUSTABLE HR. HOUR A/C AIR CONDITIONING HYD. HYDRANT ACT. ALTERNATE IN. INCH A.B. ANCHOR BOLT INCL. INCLUDE (ED) (ING) ABV. ABOVE INSUL. INSULATE A.F.F. ABOVE FINISHED FLOOR INT. INTERIOR ARCH. ARCHITECTURAL KIT. KITCHEN AUTO. AUTOMATIC LAM. LAMINATE ASPH. ASPHALT LAV. LAVATORY BM. BEAM LAUN. LAUNDRY BRG. BEARING LVR. LOUVER BET. BETWEEN LTG. LIGHTING B.L. BUILDING LINE LT. LIGHT BLK. BLOCK M.B. MACHINE BOLT BLKG. BLOCKING MFR. MANUFACTURE (R) BD. BOARD MAS. MASONRY BOY. BOTTOM M.O. MASONRY OPENING BLDG. BUILDING MATL. MATERIAL CAB. CABINET MAX. MAXIMUM CPT. CARPET MECH. MECHANIC (AL) CLG. CEILING MED. MEDIUM CLG. HT. CEILING HEIGHT MEMB. MEMBRANE CEM. CEMENT MTL. METAL CTR. CENTER MIR. MIRROR C.T. CERAMIC TILE MISC. MISCELLANEOUS CLR. CLEAR (ANCE) MIN. MINIMUM CLO. CLOSET MLD. MOLDING COL. COLUMN N.T.S. NOT TO SCALE CONC. CONCRETE (CAST -IN -PLACE) OFF. OFFICE COMB. COMBUSTION O.C. ON CENTER CMU CONCRETE MASONRY UNIT O.H. OVER HEAD CONST. CONSTRUCTION O.H.C. OVER HEAD CABINET CONY. CONTINUOUS OR CONTINUE O.H.D. OVER HEAD DOOR CJT. CONTROL JOINT OPG. OPENING CORR. CORRIDOR OPT. OPTION, OPTIONAL C.W. COLD WATER OBS. OBSCURE CIR. CIRCLE PIC PICTURE WINDOW CLKG CAULKING PNL. PANEL C.J. CEILING JOIST P.BD. PARTICLE BOARD CSMT CASEMENT WINDOW PL. PLATE DET. DETAIL PLWD. PLYWOOD DIAL. DIAGONAL PVC. POLYVINYL CHLORIDE DIA. DIAMETER P.S.F. POUNDS PER SQUARE FOOT DIF. DIFFUSER P.S.I. POUNDS PER SQUARE INCH DIM. DIMENSION P.L. PROPERTY LINE DISP. DISPENSER PR. PAIR DR. DOOR RAD. RADIUS DW. DISHWASHER REF. REFERENCE DWR DRAWER REINF. REINFORCE (D) (ING) DWG. DRAWING RM. ROOM DIV. DIVISION R.O. ROUGH OPENING DN. DOWN SCH. SCHEDULE DS. DOWNSPOUT SHY. SHEET ELEC. ELECTRICAL SIM. SIMILAR EA. EACH S.C. SOLID CORE EQ. EQUAL S.G. (or SG) SAFETY (TEMPERED) GLASS EQUIP. EQUIPMENT SGD SLIDING GLASS DOOR EXH. EXHAUST SGL. SINGLE EXIST. EXISTING SPEC. SPECIFICATION EXT. EXTERIOR SQ. SQUARE FIN. FINISH STD. STANDARD FLR FLOOR STL. STEEL F.D. FLOOR DRAIN STOR. STORAGE F.B. FLOOR BREAK STRUCT. STRUCTURAL FLUOR. FLUORESCENT SIM. SIMILAR FT. FOOT SYS. SYSTEM FTC. FOOTING SHTG. SHEATING FND. FOUNDATION TEL. TELEPHONE FURR. FURRED (ING) T.V. TELEVISION FUT. FUTURE TEMP. TEMPERED FR. FRENCH THRES. THRESHOLD F.A.U. FORCED AIR UNIT TAG TONGUE AND GROOVE F.O.S. FACE OF STUD T.O,S. TOP OF SLAB F.G. FINISH GRADE T.O.P. TOP OF PLATE F.S. FREE STANDING TYP. TYPICAL F.J. FLOOR JOIST T.BM. TOP OF BEAM G.A. GAUGE TPL. TOP PLATE GALV. GALVANIZED U.N.O. UNLESS NOTED OTHERWISE G.C. GENERAL CONTRACTOR VEST. VESTIBULE GL. GLASS, GLAZING VYL VINYL COMPOSITION TILE GL. BLK. GLASS BLOCK V.I.F. VERIFY IN FIELD GYP. BD. GYPSUM BOARD W.C. WATER CLOSET GYP. GYPSUM WP. WATER PROOFING G.I. GALVANIZED IRON w/ WITH GWB. GYPSUM BOARD WIN. WINDOW HOW. HARDWARE w/o WITHOUT HDR. HEADER WD. WOOD H.V.A.C. HEATING/VENTING/ WAD WASHER AND DRYER AIR CONDITIONING W.I. WROUGHT IRON HT. (HGT.) HEIGHT W.N. WATER NEATER H.C. HOLLOW CORE W.R.G.B. WATER RESISTANT H.M. HOLLOW METAL GYPSUM BOARD HORIZ. HORIZONTAL W/S WIRE SHELF H.B. HOSE BIBB APPROVED BY PLANNING ��� c�% �� G' Jun 07 2023 PRI-4 INTERNAL PLAN NA�1 I NG LEGEND PLAN NAME LETTERS: FOUNDATION TYPE: F =FLAT (2-STORY, 3-STORY, TALL CRAWL) D = "DAYLIGHT" BASEMENT T = "TUCK -UNDER" GARAGE LAST NUMBER OF CODE CYCLE YEAR: (2018, 2021, ETC. ) CODE REFERENCES INTERNATIONAL RESIDENTIAL CODE: 2018 INTERNATIONAL MECHANICAL CODE: 2018 INTERNATIONAL FIRE CODE: 2018 UNIFORMED PLUMBING CODE: 2018 WASHINGTON STATE ENERGY CODE: 2018 ANSI/AF � PA SDPWS 2018 n�. Interconnected Smoke Alarms Are A Requirement, �� Of This Permit In Accordance With R314.2.2 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE r- — - — - — - — - — - — - — - — - — - I SEPARATE PLUMBING PERMIT REQUIRED FOR THIS PROJECT. • Pacific Ridge Series s" '='�i='EN (��1-z�� rl E ��'�U,� JN SQUARE FOOTAGE COUNTS HEATED SPACE SF: FINISHED BASEMENT SF: N/A FINISHED FLOOR 1 (LOWER FLOOR) SF: 420 FINISHED FLOOR 2 (MAIN FLOOR) SF: 1462 FINISHED FLOOR 3 (UPPER FLOOR) SF: 1368 TOTAL HEATED SF: 3250 HEATED � UNHEATED SPACE SF FOR CITY OF EDMONDS SPRINKLER CALC.: FINISHED FLOOR 1 (LOWER FLOOR) SF: 420 FINISHED FLOOR 2 (MAIN FLOOR) SF: 1462 FINISHED FLOOR 3 (UPPER FLOOR) SF: 1368 GARAGE SF: N/A (FIRE SEPARATED) COVERED BACK PATIO SF: 78 MAIN FLOOR FRONT DECK SF: 102 COVERED FRONT ENTRY: 121 TOTAL HEATED � UNHEATED SF: 3551 SPRINKLERS ARE REQUIRED Work City Of Edmonds Building Department NEW SFR Address 23909 91 ST PL W-LOT 2 Owner BRACKETTS RESERVE Approved Date Building Official Permit Number ❑❑❑❑❑❑❑❑❑❑ /�e�i� �� o�r�e�a� BLD2023-0070 0 PLAN DETAILS, PLUf�BING, f�ECN. INFO BLDG TYPE: MAX. BLDG DIMENSIONS (INC. 3RD CAR GARAGE): MAX. NUMBER OF BEDROOMS: EXHAUST FANS: GAS PIPING CONNECTIONS: NEAT SOURCE: NEAT TYPE: NUMBER OF NEAT UNITS: FIREPLACE TYPE: BATHROOM SINKS: BATHTUB OR COf1B0's: CLOTHES WASHERS: DISHWASHER: FLOOR DRAINS: KITCHEN SINKS: LAUNDRY SINKS: SHOWER STALLS (SHOWER PANS): T01 LETS: WATER HEATER: WATER SERVICE LINES: SINGLE FAMILY 38' WIDE x 48' DEEP 5 7 2 ELECTRIC NEAT PUMP I ELECTRIC 6 0 0 2 4 ELECTRIC I 05-30-2023 PLAN REVIEW NOTES: APPROVED WITH CONDITION: A RESIDENTIAL SPRINKLER SYSTEM IS REQUIRED. A RECOMMENDED FLOW -THROUGH DESIGN WILL MEET SPECIFICATIONS AND REDUCE EQUIPMENT AND CONTINUAING MAINTENANCE REQUIRMENTS. PROVIDE A MINIMUM COMBINATION WATER SERVICE OF ONE INCH (1") METER AND ONE AND ONE HALF (1 1/2") SERVICE LINE OR SHOW THAT THE DOMESTIC AND FIRE PROTECTIONS NEEDS CAN BE MET WITH A SMALLER SERVICE. DFM BURY Approved DFM Chv�s Burt South County Fire Date: 05/30/2023 ARCI-II�FC�URAL DRAWING INDEX Al COVER Sl-IFFY PCN PLAN Cl-IANGE NOTICE WRITE-UP A2C FRONT/SIDE ELEVATIONS A3C REAR/SIDE ELEVATIONS A4 MAIN FLOOR PLAN A5 UPPER FLOOR PLAN A6C FRAMING PLANS: ARCHITECTURAL INFO, A7 ELECTRICAL PLANS Aq ARCHITECTURAL DETAILS A10 WATER INTRUSION DETAILS All WSEC OPTIONS � CALCS SO1 STRUCTURAL NOTES S02C FOUNDATION PLAN S03C MAIN FLOOR FRAMING S03C MAIN FLOOR FRAMING SO4C UPPER FLOOR FRAMING S05C ROOF FRAMING S06 STRUCTURAL DETAILS S07 STRUCTURAL DETAILS SOS STRUCTURAL DETAILS SOq STRUCTURAL DETAILS CITY OF ED�10NDS NOTES COMMUNITY NAME: BRACKETT's RESERVE LOT #: 2 ADDRESS: 23gOq gIST PLACE W EDf10NDS WA FIRE SPRINKERS REQ'D? YES FIRE NOTES: 1) AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED IN DWELLINGS EXCEEDING 3000 SF OF FIRE AREA. FIRE AREA INCLUDES COVERED PORCHES, DECKS OVER 4' AND DOES NOT INCLUDE FIRE SEPARATED GARAGES. NOTE: REFER TO STAMPED 'S' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION � ITEMS DESIGNER � BUILDER PACIFIC RIDGE I-10�1ES JASON ATKIN ARCHITECTURAL PLANS � PERMIT COORDINATOR jwatkin@pacif icridgehomes.com 17g21 BOTHELL-EVERETT HIGHWAY SUITE 100 BOTHELL WA g8012 PHONE: (425) 438-8444 STRUCTURAL ENGINEER BTL ENGINEERING 1g011 WOODINVILLE SNOHOMISH ROAD NE SUITE 100 WOODINVILLE WA g8072 PHONE: (425) 814-8448 REVISION REV # DATE 2018 IRC � WSEC UPDATES 0.00 12/O1/2022 BUILDING PERMIT SUBMITTAL COMPLETENESS CHECK 1.00 02/01/2023 C.f � zC� �� � � � � Q O � -� � �� } v II II II !� �i � z � � O U Q RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COPYRIGI-IT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL OR BASEMENT SQ. FT.: 420 MAIN LEVEL SQ. FT.: 1462 UPPER LEVEL SO. FT.: 1368 TOTAL AREA SQ. PT.: 3250 GARAGE AREA SO. FT.: 484 HEAT SOURCE: ELECTRIC ARCkIITEGTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. scALE: yl' = 11_OII SPIFFY CONTENTS COVER S�IEET ELEVATION NOTES: I. CONTRACTOR SHALL VERIFY ALL N07ES, MATERIALS � COND1710NS PRIOR 70 CONSTRUCTION. 2. CAULK ALL EXTERIOR JOINTS � PENETRATIONS. 3. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING � COUNTER NOTE: FLASHING @ALL ROOF PENETRATIONS, CHIMNEYS � SKYLIGHTS. FLASH PARAPET TO WALL 4. PROVIDE CONTINUOUS GUTTERS � DOWNSPOUTS @ALL EAVES, TYP. CONNECTION PER W21/11A 5. PROVIDE HEADER FLASHING @ALL DOORS, WINDOWS � SHUTTERS PER DETAIL PROVIDE METAL FLASH'G 6. ALL PAPER AND TAPE 70 LAP FROM 70P DOWN AT ALL HORIZONTAL TRIMS 7. HOLD ALL SIDING MATERIAL l�" OFF ROOF T/ GUARDRAIL 8. HOLD ALL SIDING MATERIAL 6" OFF FINISHED GRADE 9. SOFFIT ALL FLAT AREAS w/ ly" OVERHANG @ HORIZ. EDGES OPEN RAILING 10. METAL FLASHING @ALL HORIZ. TRIM � SIDING BREAKS PER SPEC 5/4x4 CEDAR 11. RUN 2ND LAYER OF TAR PAPER VERT. @ INTERIOR � EXTERIOR CORNERS a NEOPRENE OR DECKING PER PLAN UNLESS TAR PAPER IS CONTINUOUS � SIM. W'PROOF 12. FOUNDATION VENTS TO BE SPACED PER PLAN � GASKET DOOR PER PLAN 13. ALL FOUNDATION VENTS ON STREET SIDE OF HOUSE I.E. FRONT �/OR SIDE � SLIDING GLASS GABLE END � GARAGE FRESH AIR VENTS TO BE LOUVERED z WRAP TOP OF WALL � 14. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT � FRAMING WITH SELF DOOR NAIL FLANGE 7'-6" A.F.F. n ADHESIVE MEMBRANE GALV 'Z' FLASHING � 15. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN WITH BEVELED lx7 CAP _ ______ 2" MIN FROM 70P OF 70P OF THE GARAGE DOOR TRIM I `I LEDGER TO LAG SCREW, I6. ALL LIGHT BLOCKS ON S70NE FACADE 70 BE FURRED OU7 AN ADDITIONAL �" T/ DECK i _ I TYP. ALL ENDS 21. GUTTERS 70 LAP UNDER DRIP EDGE @EAVES. HOLD l�" DRIP EDGE OU7 y" i ;�,� ` I AWAY FROM FASCIA TD ACCEPT GUTTERS TO LAP UNDERNEATH 1 • I WRAPPED I '� 2x8 PT DECK HANGER PER PLAN 22. ALL TRIM WORK 70 BE APPLIED PRIOR 70 SIDING MATERIALS (SIDING 70 A2C BEAM DETAIL � � .IOIST (-2" F.F.) BUTT UP TO TRIM WORK) RAILING /GUARDRAIL CONSTRUCTION �� I 23. CEILING OF EXTERIOR BACK DECK TO BE FLAT. RAILING /GUARDRAIL TO BE DESIGNED AND I I i01.5. SEE STRUCTURAL PLANS SHEET S03D 4 �_ )MPLIAN7 WITH LOADS OUTLINED IN IRC TABLE � I WRAP TOP OF N07E: REFER 70 STAMPED S SHEETS PREPARED BY 67L ENGINEERING--------"� COLUMN FRAMING :TAIL 9/508. FOR ALL STRUCTURAL INFORMA710N � ITEMS GUARD TO BE CONSTRUCTED SO THAT A 4" SPHERE w/ SELF ADHESIVE >,NNOT PASS BETWEEN RAILING OR GUARD PICKETS. MATERIALS: MEMBRANE - TOP RAIL EPOSTS: I I/2" SQ. TUBE w/ 3/16" SIDING WALL, 6061 ALUMINUM � -PICKETS: 3/4" x 3/4" x .062 SQ. TUBE SECTION : WOOD DECK III SIDE OF HOUSE -BASE PLATES: I/4 x4 FLAT BAR BASE PLATE - FASTENERS: #14 x 5" CS SCREWS or 3/8" LA /' or 3/8" x 3 I/2" WEDGE ANCHORS DEPENDING ON SCALE: N.T.S. — INSTALLATION APPLICATION 2x4 INSET CORNER TRIM ^" ^^T^' T^ o� �^'.'^�� /'/�ATrII FRONT /BACK GASKET WRAP TOP OF SEALANT WALL FRAMING GALV MTL WITH SELF � � CAP FLASHING ADHESIVE / 2x3 W.W. MEMBRANE % BEVELED - Ix7 CAP BEAM PER 5/4 W.W. STRUCT. FILLER . T.O. BEAM 5/4x6 W.W. @ F.F. 5/4x12 W.W WRAP SIDES AND BOT. WRAP TOP OF COLUMN FRAMING OF BEAM w/ SELF ADHESIVE MEMBRANE W17H WRB SELF ADHESIVE DETAIL: WRAPPED BEAM MEMBRANE PAN � WOOD DECK NAIL ON FLEX BLE 1 � FLASHING SCALE: N.T.S. � �� 8.25 / 7 REVEAL HARDIE SMOOTH LAP ��18" FLOOR TRUSS�� SIDING, TYP WHERE SHOWN PT LEDGERS PER PLAN. LEDGER INSTALLED BEFORE SIDING w/ HARDIE-PANEL BUILDING PAPER BEHIND IT w/ SMOOTH 8" EXPOSED ON ALL 4 SIDES VERTICAL SIDING w/ HARDIE-TRIM LL LL BATTENS, 16" o O.C. aD 5/4x4 TRIM ALL SIDES, TYP @ WINDOWS AND DOORS OF HOUSE 5/4x KEYSTONE HOUSE CORNER PROVIDE BLDG PAPER ROOFING PER SPEC RAKE FLASH'G TYP CORNER TRIM BEYOND SEPARATION BTWN AS REQUIRED q0° RAILING /GUARDRAIL E� SCALE: I" = I'-0° HOUSE AND ROOF lx4 TRIM DESIGN � DETAILS A2C METAL FLASHING FRAMING 6" MIN ' 1/2" ROOF 5/4x8 BARGE BOARD ROOFING -CAULK EYOND � FIR OUT I Y" IO" 3 n FOR STONE VENEER 5 lii � # FIR OUT I Y" FOR STONE VENEER � HOLE �n 3%" � HOLE �� � o %" BEVEL o � ! %" BEVEL CUT CUT � %" BEVEL CUT TYP. BLOCK: NOSEBIB TYP. BLOCK: EXT. TYP. BLOCK: TANKLESS LIGHT FIXTURE NW NEATER VENT EXPOSED NAILS w/ SHEATHING 2x6 SPF SUB -BARGE ROOFING TAR - FLAT OUTRIGGER � @ 24"oc ROOFING 611 GABLE END HARDIE SMOOTH LAP "' TRUSS SIDING w/ 4" REVEAL ROOFING FELT � TYP. HOSE BIB BLOCK, EXT. LIGI-IT FIXTURE BLOCK, � TANKLESS NW NEATER VENT BLOCK E15 RAKE FLAS�I I NG DETA I L SCALE: I/2"=1'-0" SCALE: 1" = 1'-0" 20" GALV MTL FLASHING 2x3 SLOPED SILL WITH DRIP EDGE 2x6 BAND SIDING PER PLAN BARGE, KEYSTONE, PEDIMENT DETAIL SCALE: 3/4" = I'-0" Ln � `L � � OF GARAGE 2x6 MATERIAL WITH � � � � �� BLOCK ��� BEVEL CUT. `* o $FURR OUT 1 Y" FOR S70NE VENEER �12 � ADDRESS NUMBERS BLOCK SCALE I I o SIDING PER ELEVATION � NOTES 'Z' FLASHING -MIN. 4" ABOVE EARTH •ADHERED CONC. MASONRY 2x4 SLOPED SILL w/ -MIN. 2" ABOVE PAVEMENT VENEER o/ DRIP KERF -MIN %" ABOVE FOUNDATION. •MORTAR SETTING BED o/ SIDING PER ELEVATION 2x PRE -PRIMED WHITE -FLASHING AT BASE OF VENEER •SCRATCH COAT o/ WOOD TRIM PER PLAN- SHALL EXTEND I" BELOW THE •LATH FASTENERS o/ 'Z' FLASHING „ •LATH o/ FURR OUT 1 SILL PLATE, WHERE APPLICABLE. • 1" AIR GAP NOTE: ALL EXPOSED FASTENERS TO BE SEALED 'Z' FLASHING -LATH FASTENERS: TYPE � 2 LAYERS OF WRB o/ � CAULK EXPOSED NAILS WITH ROOFING TAR •ADHERED CONC. MASONRY .ADHERED CONC. MASONRY SPACING PER ASTM C10 3 • ( ) • EXTERIOR GRADE SHEATHING • MORTAR SETTING BED o/ VENEER o/ (2) 2x4 PT Q WEEP SCREED OR DRIP SIDING PER PLAN •SCRATCH COAT o/ •MORTAR SETTING BED o/ Q- BTM PLATE SCREED • LATH FASTENERS o/ •SCRATCH COAT o/ � FLASHING ROOF 70 WALL •LATH o/ •LATH FASTENERS o/ WRAP POST w/ � FLASHING � • 1" AIR GAP •LATH o/ NERVASTRAL No I/2 MIN. BEAD SEAL • (2) LAYERS OF WRB o/ • I" AIR GAP ALL SIDES � D_ UNDER FLASH G ROOFING • (2) LAYERS OF WRB o/ BOT. BEFORE :°: CONC. PORCH FLATWORK - •EXTERIOR GRADE SHEATHI ROOFING FELT •EXTERIOR GRADE SHEATHING,TTACHMENT POURED AT OR NEAR WRB LAPPED OVER WRB LAPPED OVER TO POST BASE, HOUSE COMPLETION WEEP SCREEDS 3" MIN. ABOVE � POST FTG. PER PLAN WEEP SCREED FLATWORK NO TRIM WOOD SILL � TRIM COLUMN BASE DETAIL E24 LOWER ROOF C� WALL E2� SECTION: STONE VENEER OVER WOOD FRAMING SCALE: I" = I'-0" SCALE: 3/4" = 1'-0" STONE VENEER, TYP VINYL WINDOW PER PLAN INTERIOR 2x3 ON EDGE WINDOW TRIM WINDOW WRAP, PER SPEC (3) SIDES 2x3 SLOPED SILL E27 WINDOW SECT . � STON E SCALE: 3/4' = I'-0' FLASHING BEHIND TRIM. EXTEND UNDER ADJACENT FINISH AS REQUIRED SIDING PER ELEV. SIDING PER ELEV. 2x WHITE WOOD PER PLAN SHEATHING SIDING TO SIDING VERTICAL TRANSITION E34.1 SCALE: 3' = 1'-0' � � SHEATHING SIDING PER ELEV. i I GALV. METAL FLASHING j 2x WHITE WOOD I PER PLAN I FLASHING BEHIND I TRIM. EXTEND UNDER ADJACENT FINISH AS REQUIRED. ' SIDING PER ELEV. SIDING TO SIDING �IORIZONTAL TRANSITION E34.2 SCALE: 3" = I'-0" —� co s 0 lx FRIEZE PER ELEVATION RIDGE UPPER PLATE WDW HORS @ UPPER FLOOR i UPPER FLOOR MAIN PLATE WDW NDRS @ MAIN FLOOR _� MAIN FLOOR FINISH GRADE ADDRESS E12. BLOCK A2C EXT WALL LIGHT E12 WITH SIDING A2C BLOCK 2x10 GARAGE WRAP, INSTALL PROUD OF INSIDE TO CAPTURE GARAGE DRYWALL HosE BIBB w/ E12 SIDING BLOCK A2C Elq ia"L%] .� W6 W7 A� TYP MAX. BLDG HT = 489.88' �; RIDGE = 486.q' SIM. 6:12 5/4x6 FASCIA w/ 12 CONT ALUM 6 ® GUTTER, TYP 2x12 FRIEZE BOARD w/ 5/4xG ABOVE, ® TYP @EAVES UPPER PLATE � ,LJ� �L�V� U� 'C�' SCALE: 1/4" = 1'-0" ��� WDW HORS @ UPPER FLOOR Elq 12" / 10.75" REVEAL E24 A2C HARDIE CEDARMILL ao �, A2C LAP SIDING, TYP. 12 WHERE SHOWN 6 4:12 = _ UPPER FLOOR MAIN PLATE "—° MAIN FLOOR _AVG. EXIST._ � _ GRADE = 464.88' _ � r MAIN FLOOR 34. A2C LOWER PLATE cD LOWER FLOOR STONE VENEER o/ PT PLY, TYP -,� WHERE SHOWN 0 LOWER FLOOR = 450.47' FINISH GRADE � o _ SE GRADE_ 448.8' `V UPPER PLATE WDW NDRS @ UPPER FLOOR UPPER FLOOR MAIN PLATE WDW NDRS @ MAIN FLOOR U i >` MAIN FLOOR LOWER PLATE "—° WDW NDRS @ LOWER FLOOR 0 v OWER INISH SE 0 �� ��. } !� �! � i�' � — RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COPYRIGHT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL oR BASEMENT 50. FT.: 420 MAIN LEVEL 50. Fi.: 1462 UPPER LEVEL S0. FT: 1368 TOTAL AREA SQ. FT: 3250 GARAGE AREA 50. FT.: 4a4 NEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REwsION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: Y" = 1'-0" SHEET CONTENTS: FRONT � SIDE ELEVATIONS 'C' ELEVATION C N �Lv �` � � v N 0 RIDGE UPPER PLATE WDW NDRS @ UPPER FLOOR UPPER FLOOR MAIN PLATE WDW NDRS @ MAIN FLOOR _� '' NOSE BIBB Lu/ EI1 SIDING BLOCK A2� MAIN FLOOR FINISH GRAI SCALE: 1/4" = 1'-0" ELEVATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS � CONDITIONS PRIOR TO CONSTRUCTION. 2. CAULK ALL EXTERIOR JOINTS � PENETRATIONS. 3. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING � COUNTER FLASHING @ALL ROOF PENETRATIONS, CHIMNEYS � SKYLIGHTS. 4. PROVIDE CONTINUOUS GUTTERS � DOWNSPOUTS @ALL EAVES, TYP. 5. PROVIDE HEADER FLASHING @ALL DOORS, WINDOWS � SHUTTERS PER DETAIL 6. ALL PAPER AND TAPE TO LAP FROM TOP DOWN 7. HOLD ALL SIDING MATERIAL t�" OFF ROOF 8. HOLD ALL SIDING MATERIAL 6" OFF FINISHED GRADE q. SOFFIT ALL FLAT AREAS w/ tY" OVERHANG @ NORIZ. EDGES 10. METAL FLASHING @ALL NORIZ. TRIM � SIDING BREAKS I1. RUN 2ND LAYER OF TAR PAPER VERT. @ INTERIOR � EXTERIOR CORNERS UNLESS TAR PAPER IS CONTINUOUS 12. FOUNDATION VENTS TO BE SPACED PER PLAN 13. ALL FOUNDATION VENTS ON STREET SIDE OF HOUSE I.E. FRONT �/OR SIDE � GABLE END � GARAGE FRESH AIR VENTS TO BE LOUVERED 14. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT 7'-6" A.F.F. 15. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN WITH TOP OF THE GARAGE DOOR TRIM 16. ALL LIGHT BLOCKS ON STONE FACADE TO BE FURRED OUT AN ADDITIONAL l�" 21. GUTTERS TO LAP UNDER DRIP EDGE @EAVES. HOLD l�" DRIP EDGE OUT y" AWAY FROM FASCIA TO ACCEPT GUTTERS TO LAP UNDERNEATH 22. ALL TRIM WORK TO BE APPLIED PRIOR TO SIDING MATERIALS (SIDING TO BUTT UP TO TRIM WORK) 23. CEILING OF EXTERIOR BACK DECK TO BE FLAT. NOTE: REFER TO STAMPED 'S' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION � ITEMS OSB/SIDING k BEAM PER STRUC7 MTL FLASHING (ALL EXPOSED SIDES) ROUGH SAWN o J �% PLY SOFFIT %x4 W.W. W.W. COLUMN WRAP W.W. COLUMN WRAP POST �4x6 TRIM PER PLAN POST ° W.W. COLUMN WRAP PER PLAN %x6 W.W. CONC SLAB MTL FLASHING d °° ° O • � a ° FIN GRADE �� ° ��j� POST BASE (3) #4 VERT.� / � ° ��/ PER PLAN x #3 TRIANGLE � a a a � �� TIES @ 12" O.C. ��� ���/�NOB07. OF PIER PAD 12" DIA. ���\ a a ° j�;7o BE 1811 MIN. BELOW SON07UB,E���j�� ° ��� GRADE FOR COLUMNS �� ° a° ° �SUPPOR7ING SECOND PIER P D�\ ° 8 FLOOR ABOVE. PER PLA�!�� ° ° a ° �- 70P OF PIER PAD REINF.��� ° � ° � ° a 70 BE a"-10 FROM TOP � ��� ° ° a ��� H�� E STEM WALL. PORC�I PIER PAD � COLUMN DERAIL SCALE: I" = I'-0" RIDGE UPPER PLATE WDW NDRS @ UPPER FLOOR UPPER FLOOR MAIN PLATE 0 m WDW NDRS @ MAIN FLOOR 0 _� r _ MAIN FLOOR LOWER PLATE WDW NDRS @ LOWER FLOOR LOWER FLOOR FINISH GRADE UPPER PLATE WDW NDRS @ UPPER FLOOR i ao UPPER FLOOR MAIN PLATE WDW NDRS @ MAIN FLOOR r MAIN FLOOR �. LOWER PLATE �o s WDW NDRS @ LOWER FLOOR FINISH SE GR RIDGE UPPER PLATE WDW NDRS @ co — `" �` UPPER FLOOR MAIN PLATE WDW NDRS @ MAIN FLOOR I _ � MAIN FLOOR FINISH GRADE � o UPPER PLATE WDW NDRS @ UPPER FLOOR i UPPER FLOOR MAIN PLATE `A� WDW NDRS @ MAIN FLOOR MAIN FLOOR _� r (� �� �/ !� �i � �"�" �I--I� RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COPYRIGHT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROI-IIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMYIARY LOWER LEVEL OR BASEMENT S0. FT.: 420 MAIN LEVEL SO. FT.: 1462 UPPER LEVEL S0. FT.: 136a TOTAL AREA S0. fT.: 3250 GARAGE AREA 50. FT.: 4a4 uEAr souRCE: ELECTRIC ARCFIITELTURAL PLANS COORDINATOR: JWA ENGINEER: B7L ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. scALE: yl' = 11_OII SFIEET CONTENTS REAR � SIDE ELEVATIONS 'C' ELEVATION FLOOR PLAN NOTES I. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS � CONDITIONS PRIOR TO CONSTRUCTION. WINDOWS � DOORS: 2. ALL EXTERIOR WINDOW � ODOR HEADERS TO BE INSULATED w/ R-10 INSULATION. 3. WINDOWS � ODORS ARE SHOWN � NOTED AS NOMINAL SIZES. 4. WINDOW HEAD HEIGHT R.O. SHOWN PER ELEVATIONS. EGRESS WINDOW SILL HEIGHT R.O. MAX. 42" A.F.F. 5. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 6. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.C., U.NO. 7. GARAGE DOOR HEADERS @ 84" A.F.F. 8. EXTERIOR SWING DOOR HEADERS @ 83 1/2" A.F.F. q. INTERIOR SWING DOOR HEADERS @ 83" A.F.F. 10. SWING DOORS TO FOLLOW CENTERLINE DIMENSION IN PLANS OR BE 3" MIN. ON HINGE SIDE. I1. GARAGE -TO -HOUSE DOOR TO BE A SOLID WOOD I%" THICK 20-MINUTE FIRE -RATED DOOR PER R311.3.1: THE LANDING OR FLOOR ON THE EXTERIOR SIDE OF ALL EXTERIOR DOOR' EXCEPT THE FRONT ODOR SHALL BE NOT MORE THAN 7-3/4" BELOW THE TOP OF THE 13. ALL BI-FOLD � BI-PASS ODORS TO BE CENTERED, U.N.O. FRAMING: 14. VERIFY FIREPLACE STYLE � LOCATION w/ SUPERVISOR PRIOR TO CONST. 15. FRAMERS TO INSTALL ALL WINDOWS � INTERIOR COLUMNS 16. TOWEL RING BLK'G @ 57" A.F.F. 17. TOWEL BAR BLK'G @ 48" A.F.F. � BLOCK BOTH BAYS. 18. TOILET PAPER HOLDER BLK'G @ 22" A.F.F. AND 42" FROM BACK WALL WHERE POSSIBLE 19. THERMOSTAT BLK'G @ 60" A.F.F 20. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT 7'-6" A.F.F. 21. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN WITH TOP OF THE GARAGE DOOR TRIM 22. ADD CONT. BLOCKING FOR STAIR HANDRAIL BRACKETS 23. STAIRS w/ WINDER STEPS WILL ALWAYS NAVE A CONTINUOUS HANDRAIL INSTALLED ON THE INSIDE OF THE STAIR'S RUN 24. LADDER -BLOCK AT EXTERIOR WALLS AS NECESSARY FOR INSULATION INSTALL VENTILATION: 25. WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY A CENTRAL EXHAUST FAN IN ACCORDANCE WITH M1505.4.1.1. 26. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY. 27. WHOLE HOUSE FAN CFM RATE BASED ON TABLE M1505.4.3(1). EXAMPLE: 70 CFM FOR 2600 SF HOME w/ 4 BEDROOMS, AND THEN INCREASE BY FACTOR OF 1.5 PER TABLE M1505.4.3(2) TO ACCOUNT FOR NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM. 28. WHOLE HOUSE FAN SHALL BE I.0 SONES OR LESS, AND SHALL NAVE AN EFFICACY OF 2.8 CFM /WATT PER WSEC R403.6.1. 29. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE WINDOWS PER STATE CODE INTERPRETATION 17-15. 30. PROVIDE A FRESH AIR TRANSFER GRILL ABOVE DOOR HEADER IN THE ROOM WITH THE WHOLE HOUSE FAN. 31. PER IRC M1502.4.5.: WHERE THE DRYER VENT EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6FT OF THE EXHAUST DUCT CONNECTION. DOOR � JAMB �� CAULK BACK OF THRESHOLD TO NERVESTRAL � ALL SEAMS WRAP NERVASTRAL UP JAMB 6'I (2) %a'� BEADS OF CAULK UNDER NERVESTRAL, (I) WRAP EDGE � @SIDES OF JAMB THRESHOLD w/ I ADD'L NERVASTRAL NERVASTRAL OR EQ Dq T�IRES�IOLD DETAIL SCALE: 1-I/2 = I -0 LINE OF NERVESTRAL BEHIND BOTTOM OF SIDING CENTER TRIM t LANDING ON FRONT DOOR /OPERABLE SIDE OF SLIDER EQ EQ SGD PER PLAN OPERABLEI PANEL I ----------I----------I I I EQ. ., � � �.. � EQ. a., .\ .. ..a. I I a'�1�����\a.l ��.`����' I I FRONT PORCH 0 PATIO ° a Q. 3'-6" LANDING TYP. � BACK PATIO'S Q. .i .i DOOR THRESHOLD NERVESTRAL MUD SILL FIXED PANEL 2x6 HEARTWOOD CEDAR TRIM, E0. 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 LANDING PER PLAN. POUR AGAINST NERVESTRAL 2x6 HEARTWOOD CEDAR TRIM w/ FLASHING � �______ �� �I HOUSE INTERSECTION, -LANDING PEP PLAN � ' _ WHERE OCCURS F i ��i -# OF Sl`EPS i EiD BY �`--- � �1 SITE CONCIT!ONS I I CONC. WALL � : SLAB ON GRADE P EXT. LANDING DETAIL SLIDING GLASS DOOR, LINE OF NERVESTRAL SEE DSB FOR FRONT DOOR AND FRONT PORCH DETAIL C� TYP Y � I L SCALE: N.T.S. 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 NEAT DETECTOR WILL BE CONNECTED TO AN ALARM OR SMOKE ALARM THAT IS INSTALLED IN THE DWELLING AND LOCATED IN A HALLWAY, ROOM OR ADD R-21 2x6 FRAMED WALL OTHER LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION INSULATION PER PLAN 10. SMOKE DETECTORS TD BE IIOV, INTERCONNECTED, w/ BATTERY BACKUP � CENTRALLY AT WALL 2x6 P.T. PLATE LOCATED IN EACH HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE INSTALLED WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24 VARIABLE HEIGHT STEM WALL SLAB-oN-GRADE I1. SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY FROM THE (SEE PLAN FOR PER PLAN DOOR OR OPENING OF A BATHROOM THAT CONTAINS TUB OR SHOWER. [R314] HEIGHT/STEP x x x- 12. IONIZATION SMOKE ALARMS: LocaTloN) � SHALL NOT BE INSTALLED LESS THAN 20 FT HORIZONTALLY FROM A PERMANENTLY FOAM R-10 INSTALLED COOKING APPLIANCE. INsuLATION PER � IONIZATION SMOKE ALARMS WITH AN ALARM -SILENCING SWITCH SHALL NOT BE INSTALLED PLAN LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. ALT FOOTING � SAND oR GRAVEL 24. PHOTO ELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6FT STEM WALL � COMPACTED HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE [R314] CONSTRUCTION SUBGRADE 25. GARAGE NOTE: WRAP ALL WARM WALLS AND SUPPORTING MEMBERS WITH 1/2" G.W.B. � 5/8" � � 6 MIL V.B. TYPE 'X' ON THE CEILING. POLY SEAL RIM, ENTIRE GARAGE TO MEET JURISDICTION DRAFT STOP REQUIREMENTS INSULATED BASEMENT WALL 26. ENCLOSED USABLE SPACE UNDER STAIRS TO BE PROTECTED WITH Y" GWB AT THE WALLS, UNDER -STAIR SURFACES AND SOFFITS. SCALE: v2"=�' 27. PROVIDE FIREBLOCKING PER PLAN AND @ALL PLUMBING PENETRATIONS. NOTE: REFER TO STAMPED 'S' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION � ITEMS DRI`JEW�Y/PORCH PLAN LCWER FLOOR PLaN z� .s CC O �� � z RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COPYRIGHT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL oR BASEMENT 50. FT.: 420 MAIN LEVEL 50. FT.: 1462 UPPER LEVEL S0. FT: 1368 TOTAL AREA SO. FT: 3250 GARAGE AREA 50. FT.: 484 NEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: %" = 1'-0" SHEET CONTENTS LOWER FLOOR PLAN °� SCALE: 3/8" = I'-0" SCALE: 1/4" = 1'-0" FLOOR PLAN NOTES 1. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS � CONDITIONS PRIOR TO CONSTRUCTION. WINDOWS � DOORS: 2. ALL EXTERIOR WINDOW #DOOR HEADERS TO BE INSULATED w/ R-10 INSULATION. 3. WINDOWS � DOORS ARE SHOWN � N07ED AS NOMINAL SIZES. 4. WINDOW HEAD HEIGHT R.O. SHOWN PER ELEVATIONS. EGRESS WINDOW SILL HEIGHT R.O. @ MAX. 42" A.F.F. 5. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 6. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.C., U.NO. 7. GARAGE DOOR HEADERS @ 84" A.F.F. 8. EXTERIOR SWING DOOR HEADERS @ 83 I/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-70-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 7NE EXTERIOR SIDE OF ALL EXTERIOR DOORS EXCEPT THE FRONT DOOR SHALL BE NOT MORE THAN 7-3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR 13. ALL BI-FOLD � BI-PASS DOORS TO BE CENTERED, U.N.O. FRAMING: 14. VERIFY FIREPLACE STYLE � LOCATION w/ SUPERVISOR PRIOR TO CONST. 15. FRAMERS TO INSTALL ALL WINDOWS � INTERIOR COLUMNS 16. TOWEL RING BLK'G @ 57" A.F.F. 17. TOWEL BAR BLK'G @ 48" A.F.F. +f: BLOCK BOTH BAYS. 18. TOILET PAPER HOLDER BLK'G @ 22" A.F.F. AND 42" FROM BACK WALL WHERE POSSIBLE 19. THERMOSTAT BLK'G @ 60" A.F.F 20. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT 7'-6" A.F.F. 21. THE 70P OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN W17H 70P 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 VENTILA710N SHALL BE PROVIDED BY A CENTRAL EXHAUST FAN IN ACCORDANCE WITH MI505.4.1.1. 26. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY. 27. WHOLE HOUSE FAN CFM RATE BASED ON TABLE M1505.4.3(I). EXAMPLE: 70 CFM FOR 2600 SF HOME w/ 4 BEDROOMS, AND THEN INCREASE BY FACTOR OF 1.5 PER TABLE M1505.4.3(2) TD ACCOUNT FOR NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM. 28. WHOLE HOUSE FAN SHALL BE I.0 SONES OR LESS, AND SHALL HAVE AN EFFICACY OF 2.8 CFM /WATT PER WSEC R403.6.1. 29. FRESH AIR SHALL BE INTRODUCED IN70 7NE 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 70 BE CENTRALLY LOCATED IN 7NE GARAGE. 27. THE HEAT ALARM OR HEAT DETECTOR WILL BE CONNECTED TO AN ALARM OR SMOKE ALARM THAT IS INSTALLED IN THE DWELLING AND LOCATED IN A HALLWAY, ROOM OR OTHER LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION 10. SMOKE DETECTORS TO BE IIOV, INTERCONNECTED, w/ BATTERY BACKUP � CENTRALLY LOCATED IN EACH HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE INSTALLED WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24 11. SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS TUB OR SHOWER. [R314] 12. IONIZATION SMOKE ALARMS: � SHALL NOT BE INSTALLED LESS THAN 20 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. � IONIZATION SMOKE ALARMS WITH AN ALARM -SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. 24. PHOTO ELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE [R314] 25. GARAGE NOTE: WRAP ALL WARM WALLS AND SUPPORTING MEMBERS WITH 1/2" G.W.B. � 5/8" TYPE 'X' ON THE CEILING. POLY SEAL RIM, ENTIRE GARAGE TO MEET JURISDICTION DRAFT STOP REQUIREMENTS 26. ENCLOSED USABLE SPACE UNDER STAIRS TO BE PROTECTED WITH Y" GWB AT THE WALLS, UNDER -STAIR SURFACES AND SOFFITS. 27. PROVIDE FIREBLOCKING PER PLAN AND @ALL PLUMBING PENETRATIONS. N07E: REFER 70 STAMPED 'S' SHEETS PREPARED 6Y BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION +� ITEMS 16" A A r OF SOAP NICHE, SHOWER PEX TUBING, `� CONTROL � SHOWER PAN TYP. SHOWER CONTROLS 16"x24"x6" DEEP � II II SOAP NICHE `---}� �J'-�'' I I '� i� II II I. BUTT NICHE TILE __ ___ __ INTO FIELD TILE '" TOP � SIDES I = - II � I '�, S S 24 � - - SECTION A -A BUTT FIELD (ZOOMED IN @ NICHES TILE INTO T I7--I�; -N BOTTOM OF ' �-- ��-� -' ' � NICHE TILE (3) LAYERS 1" ', ', ; �� POLY -ISO RIGID APPROX. STUD I I I � INSULATION EXT. LAYOUT II WALLS ONLY IIi � ili � � SHOWER DOOR - II i II i II _ ,�' I II II � r FIELD TILE li i li � II � III II �n SHOWER PAN SECTION A -A 2x6 or 2x4 2x8 WALL, (@ EXTERIOR WALLS WALL PER PLAN BACK WALL OF SHOWER, TYP. S�IOWER SOAP N C1'�� SCALE: NTS �. PER PLAN A � � ��� I L���� xvALL) DOOR � JAMB �� CAULK BACK OF THRESHOLD TO WRAP NERVASTRAL NERVESTRAL UP JAMB 6" � ALL SEAMS (2) %" BEADS OF CAULK UNDER NERVESTRAL, (I) WRAP EDGE � @SIDES OF JAMB THRESHOLD w/ ADD'L NERVASTRAL NERVASTRAL OR EQ D� T�IRES�IOLD DETAIL SCALE: 1-I/2 = I -0 EQ. � EQ. � � I I FRONT DOORjPER PLAN 2x4 CEDAR�70E KICK CENTEREDION DOOR ° FRONT PORCH SLAB ELEVATION AI_OII 'i 2x8 PLATE @ Dq DOOR THRESHOLD 5 RAISED WALL, _� (2)2x4's TO BE RIPPED TO "6" REMOVED PRIOR 2x W.W. TO FRONT %4' SUB -FLOOR TOE KICK STEP/WALK BEING I -JOIST � @DOOR POURED PER PLAN BLDG PAPER "� , BTWN JOIST ____ _� '- END 6 CONC. ---- - = � �- PLATE � STEM WALL BEYOND � FRONT PORCH -- ��� FRONT � T.O. RAISED RAISED SLAB. SLOPE STEf1H STEM WALL TO STEM SECTION Yq" PER LIN. WALL � FT. MAX. T.O. FRONT PORCH WALL + STEM WALL = 7" FRONT PORC�I EXT. DETAIL .� SCALE: I/2" = I'-0" CENTER TRIM t LANDING ON FRONT DOOR /OPERABLE SIDE OF SLIDER EQ. EQ. SGD PER PLAN OPERABLE FIXED PANEL I PANEL LINE OF __________ ' __________ NERVESTRAL � I 2xb HEARTWOOD CEDAR TRIM, BEHIND I I EQ. ALL SIDES, CAULK/SEAL I,a EQ. � � � \ . EQ. BOTTOM OF I I ' �` � I 3'x3' LANDING TYP. SIDING I '�` POUR AGAINST I I . ' �� ���� � I NERVASTRAL FRONT PORCH 0 PATIO 3'-6" LANDING TYP. BACK PATIo�s sHouLD ALWAYs Q. @BACK PATIO's Q, BE POURED IN THE DIRECTION OF THE FIXED SIDE OF THE S.G.D. WHENEVER POSSIBLE DOOR �- 2x6 HEARTWOOD CEDAR TRIM THRESHOLD LANDING PER PLAN. POUR AGAINST NERVESTRAL 2xb HEARTWOOD CEDAR --� - TRIM w/ FLASHING @ NERVESTRAL L__�_______ -- �I HOUSE INTERSECTION, -LANCING PEP PLAN � ' _/ WHERE OCCURS �---- -a: OF STEPS T6D BY I � ! LINE OF NERVESTRAL MUD SILL �f� E c,ONC!`i Ic,N� a� I I �, � - , ----------------- CONC. WALL -_SLAB ON GRADE .p . ,,,,,,,,,,,, ,,, ,,, ,,, ,,, ,,,� AND FRONT PORCH DE�fAIR EXT. LANDING DETAIL � III SLIDING GLASS DOOR, TYP SCALE: N.T.S. 38'-0" 22'-�" 15'-il/II 5'-2" 12'-10" 3'-0" '-�" 4'-�" 61_OII 24"x36" NEAT -PUMP BASE 3'x3'6 KNEE WALL 3040 PIC A4 CONC. LANDI G __ � BELOW ,(SG) N W/S(3) � 286 FULL P � LIT (sG) w OUTDOOR �* � � 17R� _ � `" I6T I T 147 � 137 � 12T IIT 10T 9T 8T 7T 6T 5T 4T 3T 2T IT 16T N � 5'X15'7 � �_ o_ � � --. m PANTRY � - -�F1=1�- ------- � --- � � � � `� � N II � � `� 6040 XOX �' v 3 OPEN'�R cPT 2868 (EGRESS) I1'-10" 21_ 211 21_4811 � � 5'-0" CPT O � = n � � SD � 141�X1�13 � � CPT m I INSTALL (2) I y6 2x6 STACKED I HS '-4" I o BLKNG FOR RANGE HOOD I j 4�- 211 = 4'-52o Q TY I BEDROOM 2 BOTH SIDES OF CENTER i 24'I i t i I 3 != �I 13'1X15'3 STUD @ +68" I � "� ,� o CABITs " .H. I I z of � cnl � � o ? _� n i � 'a Xi _CENTER STUD BAY o I o z o � � � �--�° - - i � � � ON RANGE � � o 0 0 � � SEE CAB I cO °O I �� I LAYOUT i DW IR - � 344"Hxg4"L x i o I 8'-102° _,�, FOR LOC i GAP, DW D/W I @24" WALL i � � i SIDE TYP _ _ J PLACE DRY LL '� I � ON SINK SI i EO _p B� EQ I F- _ v - o �! W/S(1) O v V o � DINING o 0 10'x16'3 s �r 1 �n m � v �, cn � v O � - N � �- 7n �i =-I � CPT ' CPT � III o � � ' � o o �' "' � N � cv 0 i �n U � � ELECTRIC 22 LIVING `� FIREPLACE 10 1411OX1613 NS � v - ' \� CPT `Y' � -1N � �'' - o � U � �+ � °- � 60610 GD �" -� (SG ACTIVE N _ � � N � I 7050 XOX I I o WOOD DECK 102 SF 36" MI OPEN RAI ,TYP DEN 8'2x8'4 C�V 2x8 WALL w/ SOAP NICHE BS PDR �5'x8'2 2 1211 N TPA 5'-0" D40 A2C (� I I ❑ I l 1 'cD � � � a� Ln > 0 s BAT 2 II (o'Sxl '7 ER 2 0 0- cri � v�-' � cri ITB `r o I GII � 3'--I DN �O V 16R,15T qT 1T 2T 3T 4T 5T bT 7T 8T (LANDING) �Q��' 40"H HALF WALL for l� Q l IT ti �P 3 12T OPEN TO � 13T BELOW � 14T m 15T 31_�n 7'-�'I �. 3'- RAILING � GIJ�ARDRAIL �C DESIGN � DE AILS 3056 PIC II 3056 PIC II 3056 PIC 3° 3° 21_gy41 71_On 21_gy4'I 21_52n 6'-0" 12" 3'-3" 3'-0" 3'-0" 3'-0" 3'-3° 121_il/II q�_��� I6'-011 38'-0" �A N FLOOR �PLt-,N - ICj �l_��. SCALE: I/4" = II-0" �n o `-r i v cn 'mot 0 0 v imi �� �--U--� O ao �r mil' %/ RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COPYRIGHT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROHIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LowER LEVEL oR sAseMENT sra. Fr.: 420 MAIN LEVEL 50. FT.: 1462 UPPER LEVEL S0. Fi: 1368 TOTAL AREA 50. FT.: 3250 GARAGE AREA SO. FT.: 484 NEAT 50URCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENI;INEER: 6TL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: �" = 1'-0" sNF.�r caNreNTs: MAIN FLOOR PLAN �� FLOOR PLAN N01�ES I. CONTRACTOR SHALL VERIFY ALL N07ES, MATERIALS � COND1710NS PRIOR 70 CONSTRUCTION. WINDOWS � DOORS: 2. ALL EXTERIOR WINDOW � DOOR HEADERS 70 BE INSULATED w/ R-10 INSULATION. 3. WINDOWS � DOORS ARE SHOWN � N07ED 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 W17N CONC. 70 BE PRESSURE TREATED. 6. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.C., U.NO. 7. GARAGE DOOR HEADERS @ 84" A.F.F. 8. EXTERIOR SWING ODOR HEADERS @ 83 I/2" A.F.F. q. INTERIOR SWING DOOR HEADERS @ 83" A.F.F. 10. SWING DOORS TO FOLLOW CENTERLINE DIMENSION IN PLANS OR BE 3" MIN. ON HINGE SIDE. II. GARAGE -TO -HOUSE DOOR TO BE A SOLID WOOD I%" THICK 20-MINUTE FIRE -RATED ODOR 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 N07 MORE THAN 7-3/4" BELOW THE 70P OF THE THRESHOLD PROVIDED 7NE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR 13. ALL BI-FOLD � BI-PASS DOORS 70 BE CENTERED, U.N.O. FRAMING: 14. VERIFY FIREPLACE STYLE � LOCATION w/ SUPERVISOR PRIOR 70 CONST. 15. FRAMERS 70 INSTALL ALL WINDOWS � INTERIOR COLUMNS 16. TOWEL RING BLK'G @ 57" A.F.F. 17. TOWEL BAR BLK'G @ 48" A.F.F. � BLOCK BOTH BAYS. 18. TOILET PAPER HOLDER BLK'G @ 22" A.F.F. AND 42" FROM BACK WALL WHERE POSSIBLE Iq. THERMOSTAT BLK'G @ 60" A.F.F 20. EXTERIOR LIGHT BLOCKS A7 ALL FRONT EN7RY'S SHALL BE INSTALLED A7 7'-6" A.F.F. 21. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN WITH TOP OF THE GARAGE DOOR TRIM 22. ADD CONT. BLOCKING FOR STAIR HANDRAIL BRACKETS 23. STAIRS w/ WINDER STEPS WILL ALWAYS NAVE A CONTINUOUS HANDRAIL INSTALLED ON THE INSIDE OF THE S7AIR'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 MI505.4.1.1. 26. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY. 27. WHOLE HOUSE FAN CFM RATE BASED ON TABLE MI505.4.3(I). EXAMPLE: 70 CFM FOR 2600 SF HOME w/ 4 BEDROOMS, AND THEN INCREASE BY FACTOR OF 1.5 PER TABLE MI505.4.3(2) TO ACCOUNT FOR NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM. 28. WHOLE HOUSE FAN SHALL BE I.0 SONES OR LESS, AND SHALL NAVE AN EFFICACY OF 2.8 CFM / WA77 PER WSEC R403.6.1. 2q. FRESH AIR SHALL BE INTRODUCED IN70 THE HOUSE VIA OPERABLE WINDOWS PER S7A7E CODE IN7ERPRE7A710N 17-15. 30. PROVIDE A FRESH AIR TRANSFER GRILL ABOVE DOOR HEADER IN THE ROOM W17N THE WHOLE HOUSE FAN. 31. PER IRC MI502.4.5.: 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 70 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 70 BE IIOV, IN7ERCONNEC7ED, 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 II. SMOKE DETECTORS SHALL BE INSTALLED N07 LESS THAN 3 F7 HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS TUB OR SHOWER. [R314] 12. IONIZA710N SMOKE ALARMS: � SHALL N07 BE INSTALLED LESS THAN 20 F7 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 6FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE [R314] 25. GARAGE N07E: WRAP ALL WARM WALLS AND SUPPORTING MEMBERS W17H I/2" G.W.B. � 5/8" TYPE 'X' ON THE CEILING. POLY SEAL RIM, ENTIRE GARAGE TO MEET JURISDICTION DRAFT STOP REQUIREMENTS 26. ENCLOSED USABLE SPACE UNDER STAIRS TO BE PROTECTED WITH Y" GWB AT THE WALLS, UNDER -STAIR SURFACES AND SOFFITS. 27. PROVIDE FIREBLOCKING PER PLAN AND @ALL PLUMBING PENE7RA710NS. NOTE: REFER TO STAMPED 'S' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION � ITEMS 16n A A OF SOAP NICHE, SHOWER CONTROL � SHOWER PAN PEX TUBING, TYP. SHOWER CONTROLS 16"x24"x6" DEEP SOAP NICHE BUTT NICHE TILE INTO FIELD TILE, _ TOP � SIDES �'� - - I 24" ',�'�,� � � SECTION A -A BUTT FIELD � � p�'� (ZOOMED IN @NICHE) TILE INTO i -i7- i��; -N BOTTOM OF -�i=F---rt i � ii �' NICHE TILE (3) LAYERS I" ', POLY -ISO RIGID APPROX. STUD � � ' i INSULATION, EXT. LAYOUT � i i ii � WALLS ONLY ii ii _ SHOWER DOOR - �� �� � � i , �� ii i � FIELD TILE �i ii ii i i ii ii � - �I/II `�'4 �� II � � i� � � SHOWER PAN ii i� SCION A -A ET 2x6 or 2x4 2x8 WALL (@ EXTERIOR WALLS WALL PER PLAN BACK WALL OF SHOWER, TYP. �S�IOW�R SOAP N C�I� SCALE: NTS GROUT � SEAL, TYP. � SHOWER GLASS � FRAME SLOPED TILE -� yll CAP - 2" DRYWALL CERAMIC TILE 12"W S.A.M., --. --. SURROUND BITUTHENE � a OR EQUIV. � 3 2x4 STACKED $; a BLOCKING AT 30 � SHOWER PAN SHOWER CURB. � a (SOAKER TUB AT HALF �" �' SIM.) WALL, FRAME LIKE HALF - WALL. � � SUB FLOOR 1�1 LED S�IOWER CURB (�IALF WALL SI I„l. , SCALE: 3" = I'-0" DOUBLE RIM OR PROVIDE SPLICE ADD FLAT 2X4 THROUGH 5u u JOIST @ 5' O.C. /4 x6 STT HRS416Z. ATTACH TO 2x AND TO STAIR RIM �. PER PLAN A � � ��� � GI�IVI� x�ALL) 38'-0" 221_�n 15'-r�° 3'-7%" �, 6'-0" �, 3'-2�" �, 6'-0" ,, 3'-7%" 4'-5Y" �. 61_OII 51-III 6040 PIC (SG) 6040 P I C n, m DN 17R,16T IT 2T 3T 4T 5T bT 7T 8T 9T IOT IIT 12T 13T I4T 15T I6T DI5 42"H GWB HALF WALL A5 (ALL SPEC LEVELS 3'-6" la'-oYll �� cn LOFT 13'X21'6 7'-6" 4'-0" 2'-10" 12" SOFFIT `N I VAC o 32"x60" HAS TUB/SHOWER I I � I I � � I --� � o I � o � 2 HALL TB � i3 TR TP BATH - 6'6x10'10 ® - I Q �� > f�(. al � ,,, , � NS CP7 m SD '�------W/S il�- `�` 5-0 BF Fn 7'_In Fr y��x��� 2 2 m , SECTION THRU "' WALL CAP HALF WALL FRAf� I NG � CAP DETA I L SCALE 1/2"=1-0"' - PROVIDE MIN. 30" HEADROOM CLEARANCE. - TRUSSES MUST BE INSTALLED @ 24" O.C. ATTIC ACCESS SHEATH I NG ON OUTSIDE OF TRUSS MEMBERS 5/4 7RIM� GWB ATTIC OR SIM. ACCESS LID D3q ATE I C ACCESS DE�A I L SCALE: I/2" = I'-0" BEDROOM 3 10'7X12'10 3'_�" SD • 0 31-211 SD m 0 6040 XOX (EGRESS) _� 2x4 SOFFIT -� 2868 ^' � 1�-6n - SD/CO �:, 7YP o sD BEDROOM 1 14'x15'3 INSTALL IS"x6" TRANSFER GRILL `� ABOVE DOOR i (MIN. 100 � SQUARE INCHES) 4'- ° 3'-7° 5'-`�" ,, 3'-2�" ,, 2'-10" ,, 3'-IOyll 2868 � _ _� _ I SERVIC F � � _ AREA I � � � 22"x32" ATTIC D5C I I - -' I ACCESS- - I i 2668� NS c�0 � EESTAN IN TUB. I E UTI L. I � � CP7 PER SP PR�/ID o 718X1018 I � I TEMP. LI IT NG VAL PER 201 U C 409.4 W i a INSTALL IS"x6" I 3 I � � TR BATH 1 ABANSFDOOR ILL I I � i WIC 8'6x1�'10 (MIN. .N.F. I -� I I I 5 IOX13 q � SQUARE CNES) j - D � � � 3'-2° I � I 3 1 i � {- z I '� 3 > 34 0" ------ W/SD) ------ I i = '' � = W � � 2 SH ER �' Q I -211 Q-]�\�-0 BF EQ I L__ __--__J T-�" I - � - r�l ,All L �i � II 2 12 � � i� N � I "' 13 TP BEDROOM 4 2020 2020 10'gXl1'4 oas. oas. 2'-7" 2'-0° 31_4�11 2'-7y" 2'-0" 2'-lil/II 7'-Il�" 7'-711 ❑ 5040 XO (EGRESS) I 7046 XOX (EGRESS) I I I I I I LINE OF WALL BELOW RAI ING / GUA DRAIL DE IGN � DET ILS I1'-0" '-�" 2'-1%II 5'-pn 21_gy4'I 12'-�" q'-I1" 15'-�" 38'-0" UFFER FLCCR PLAN - 'C' ELE`✓. SCALE: I/4" = I'-0" oU O � °- �, O N x p - 0 o �- i o '� � v � 6"N 2x4 TILED cuRB 2x8 WALL w/ SOAP �n NICHE 0 m 0 i v �� �/ !� �! � !� �! � RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CAPYRIGNT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROFIIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL oR BASEMENT 50. FT: 420 MAIN LEVEL 50. FT: 1462 UPPER LEVEL SQ. FT: 1368 TOTAL AREA SQ. FT: 3250 GARAGE AREA 50. FT.: 484 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REwsION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: %" = 1'-0" SHEET CONTENTS: UPPER FLOOR PLAN FOUNDATION NOTES: 1. CONTRACTOR TO VERIFY ALL NOTES, MATERIALS, CONDITIONS PRIOR TO CONSTRUCTION. 2. STEP FOUNDATION PER SITE CONDITIONS. 3. ALL WOOD IN CONTACT w/ CONCRETE TO BE PRESSURE TREATED. 4. PROVIDE CONSTRUCTION /CONTROL JOINT IN SLABS PER ARCHITECTURAL DRAWINGS. JOINTS SHALL BE APPROX. SQUARE � q00 SQUARE FEET OR LESS. 5. CONTRACTOR TO VERIFY LOCATION OF KNOCK -OUTS FOR STORM, SEWER, WATER #DRAINAGE. 6. IS" 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) 2x4's FOR BLOCKING BETWEEN DOWNSPOUT LOCATION � FNDN STEM WALL BEFORE INSTALLING DOWNSPOUT TO TIGHTLINE CONNECTOR PIPE TO ENSURE PROPER CLEARANCE FOR FLATWORK, SIDING MATERIAL, STONE VENEER. ATTIC NOTES: 1. VENTED BIRD BLOCKING AND GABLE END VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5FT OR LESS FROM THE PROPERTY LINE OR WHEN THE SAVE OR OVERHANG IS LESS THAN 5FT FROM THE PROPERTY LINE. NOTE: REFER TO STAMPED 'S' SHEETS PREPARED BY BTL ENGINEERING FOR ALL STRUCTURAL INFORMATION � ITEMS �� SCALE: 1/4" = 1'-pll ROOF VENTILATION C ELEV -UPPER ROOF STANDARD TRUSS /SCISSOR TRUSS ROOF FRAMING ASSEMBLY ATTIC AREA: 1,396.0 VENTILATION REQUIRED: 670 SQ IN (1sf PER 300sf OF ATTIC AREA) ° o PROVIDE 50-60% OF REQ D VENTILATION WITHIN 3 OF EAVES & 40-50%WITHIN 3 OF RIDGE LOWER VENTING REQUIRED: 50-60%OF VENTILATION REQUIRED BIRD BLOCKING: 3.70 SQ IN NET FREE AREA PER LF ((3)-2" DIA SCREENED HOLES, EA TRUSS BAY) LF OF BIRD BLK'G PROVIDED: 83.5 ACROSS FRONT AND REAR EAVES ONLY PROVIDE SOLID 2x BLOCKING ALONG EAVES WHERE WALLS OR OVERHANGS ARE PARALLEL TO AND WITHIN 5FT OR LESS OF PROPERTY LINES) BIRD BLOCK VENT'G PROVIDED: 308.7 SQ IN AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA. VENTILATION REQ'D /AREA PER VENT: 0.53 # ROOF JACKS PROVIDED: 4 ROOF JACK VENT'G PROVIDED: 200 SQ IN TOTAL LOWER VENTILATION PROVIDED: 508.7 SQ IN (59.2%) UPPER VENTING REQUIRED: 40-50%OF VENTILATION REQUIRED AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA. VENTILATION REQ'D /AREA PER VENT: 5.36 # ROOF JACKS PROVIDED: 7 TOTAL UPPER VENTILATION PROVIDED: 350.0 SQ IN (40.8%) TOTAL VENTILATION AREA PROVIDED: 858.7 SQ IN ROOF VENTILATION C ELEV -REAR LOWER ROOF STANDARD TRUSS /SCISSOR TRUSS ROOF FRAMIPJG ASSEMBLY ATTIC AREA: 77.0 VENTILATION REQUIRED: 37 SQ IN (1sf F'ER 300sf OF ATTIC AREA) PROVIDE 50-60% OF REQ'D VENTILATION WITHIN 3' OF EAVES & 40-50%WITHIN 3' OF RIDGE LOWER VENTING REQUIRED: 50-60% OF VENTILATIION REQUIRED BIRD BLOCKING: 3.70 SQ IN NET FREE AREA PER LF ((3)-2" DIA :iCREENED HOLES, EA TRUSS BAY) LF OF BIRD BLK'G PROVIDED: 15.5 ACROSS F140NT AND REAR EAVES ONLY (PROVIDE SOLID 2x BLOCKING ALONG EAVES WHERE W/ILLS OR OVERHANGS ARE PARALLEL TO AND WITHIN 5FT OR LESS OF PROPERTY LINES) BIRD BLOCK VENT'G PROVIDED: 57.3 SQ IN TOTAL LOWER VENTILATION PROVIDED: 57.3 SO IN (53.4%) UPPER VENTING REQUIRED: 40-50% OF VENTILATIION REQUIRED AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA. VENTILATION REQ'D /AREA PER VENT: 0.30 # ROOF JACKS PROVIDED: 1 TOTAL UPPER VENTILATION PROVIDED: 50.0 SO IN (46.6%) TOTAL VENTILATION AREA PROVIDED: 107.3 SQ IN � ==� I r` ___________ �_ I n II II II II II II II I I I I I I I I I I I I -U I I ROOF VENTILATION C ELEV -FRONT LOWER ROOF STANDARD TRUSS /SCISSOR TRUSS ROOF FRAMING ASSEMBLY ATTIC AREA: 203.0 VENTILATION REQUIRED: 97 SQ IN (1sf PER 300sf OF ATTIC AREA) PROVIDE 50-60% OF REQ'D VENTILATION WITHIN 3' OF EAVES & 40-50%WITHIN 3' OF RIDGE LOWER VENTING REQUIRED: 50-60%OF VENTILATION REQUIRED BIRD BLOCKING: 3.70 SQ IN NET FREE AREA PER LF ((3)-2" DIA SCREENED HOLES, EA TRUSS BAY) LF OF BIRD BLK'G PROVIDED: 5 ACROSS FRONT AND REAR EAVES ONLY (PROVIDE SOLID 2x BLOCKING ALONG EAVES WHERE WALLS OR OVERHANGS ARE PARALLEL TO AND WITHIN 5FT OR LESS OF PROPERTY LINES) BIRD BLOCK VENT'G PROVIDED: 18.5 SQ IN AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA. VENTILATION REQ'D /AREA PER VENT: 0.60 # ROOF JACKS PROVIDED: 1 ROOF JACK VENT'G PROVIDED: 50 SQ IN TOTAL LOWER VENTILATION PROVIDED: 68.5 SQ IN (57.8%) UPPER VENTING REQUIRED: 40-50%OF VENTILATION REQUIRED AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA. VENTILATION REQ'D /AREA PER VENT: 0.78 # ROOF JACKS PROVIDED: 1 TOTAL UPPER VENTILATION PROVIDED: 50.0 SQ IN (42.2%) TOTAL VENTILATION AREA PROVIDED: 118.5 SQ IN o� ��I III II II l l gl II I I r�Nf=� II L - � � - � II II �I�_l�lllr �I II II L� � r �i,_��\1� II II II��,i,�ill �_, �i �I I I �i ' 'I� 'III I I �� � � 9� � I � � II L _ _ _ _W ----�i � I L = _ r - - - �I I ,:=. I _ � _RI I I �� �� I I I r�\ J� I I�I ---- W I I II � b-q�'. I I I I i� i i �ilil IL------•- J I �, I �� I II r �� ^�� i i � , ,\ ill , I,,, ,,, I I" �Q � III-� II I � II r - � J I� III III y� JI II �I II IIII II `--�---� �-= O �--J 'I �° �N = II II II II I ;6:12 ® :12 ® �I _ PITCH P CH I w II �� � II jl II }I II #I II I I �L - -� o o �- - JJ �. LGWER ROOF FL=V, UPP=R FLOOR -i' PLJ�16 Nu GR�JN LOGd- ON5 �' ELE'/ SCALE: I/4" = I'-0" CRAWL SPACE VENTILATION CRAW L SPACE AREA: 700.0 SQ FT VENTILATION REQUIRED: 336.0 SQ IN (1 sf PER 300sf OF CRAWL AREA) FOUNDATION VENTS USED: 7" x 14" NET FREE AREA PER VENT: 73.5 SQ IN (25% REDUCTw/ 1/4" MESH) VENT AREA REQ'D /AREA PER VENT: 4.57 # OF VENTS REQUIRED: 5 7" x 14" VENTS PROVIDED: 8 7" x 14" FOUNDATION VENTS VENT AREA PROVIDED: 588 SQ IN 01 P.T. 2x2 NAILER FOR GARAGE WRAP � SIDING ATTACHMENT ELEVATION PLAN VIEW GARAGE WRAP � S D NG NA LER's ,� � TALL GARAGE P FRS SCALE: 3/4" = 1'-0" SYMBOLS � LEGEND O SMOKE DETECTOR BIRD BLOCK OR � SMOKE/CO2 DETECTOR ������ SOFFIT VENT LOCATION �N NEAT DETECTOR/ALARM AF50 ROOF "JACK" AIR VENT. I�I"la" IL�I w CU -OUT SIZ 4 SNAP / T E E ( ) = _ _ °R s° s' BATH FAN � BATH FAN VENT FLOOR ABOVE O (w/ CUT-OUT SIZE � SHAPE) FLOOR BELOW 7'�F 7' WHOLE HOUSE FAN VENT SAFETY 7' �" (w/ CUT-OUT SIZE � SHAPE) FURNACE VENT ROOF SAFETY ANCHOR Fw 7 (w/ CUT-OUT SIZE � SHAPE ANCHOR BUCK -OUT WHEN WALL LENGTH IS LONGER THAN 6' P.T. 2x2 NAILER FOR GARAGE WRAP � SIDING ATTACHMENT �RNER dDITION) � PLAN VIEW � AREA OF RA SAD STEM RAISED STEM WALL WALL: S D NG NA LER D � 2 SCALE: 3/4" = 1' -OII Z CC O --� z � o «� � � } z � � � cn - � v RESUB May oa 2o2s CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CAPYRIGNT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROFIIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL OR BASEMENT 50. FT: 420 MAIN LEVEL 50. FT.: 1462 UPPER LEVEL SQ. FT: 1368 TOTAL AREA 50. FT.: 3250 GARAQGE AREA 50. FT.: 4S4 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION, SEE REVISION LOG GENERAL SCALE U.N.O. SHEET CONTENTS: DOWNSPOUTS, VENTING, PLUMBING DRAIN(S): 'C' ELEVATION "wHIF N00 RANG RAILING /GUARDRAIL DESIGN � DETAILS J--ER FLCOR ELE�-RICE-L FL-N 'C ELE/. dl-� II ELECTRICAL PLAN NOTES: 1. 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" (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 ODOR 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 RAILING /GUARDRAIL DESIGN � DETAILS M41N FLJ�R=LCTRIC;"-L PL=N STACKED DATA (TDP) JACK t SMURF TUBE ACCESS BLANK PLATE e 9 9 A ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION �j SINGLE POLE SWITCH RECESSED CEILING MOUNTED LIGHT FIXTURE TDP COMBINATION RG6 w/ (2) CAT5E CEILING MOUNTED LIGHT FIXTURE D/P COMBINATION JACK WITH (2) CAT5E PENDANT LIGHT FIXTURE 1 TELEPHONE JACK u MULTI —WAY SWITCH IIOV DUPLEX CONVENIENCE OUTLET P IIOV DUPLEX CANV. OUTLET W/ GFI (GROUND FAULT INTERRUPTER) WALL MOUNTED LIGHT FIXTURE (INT. 4 EXT.) � SMURF TUBE OR EQUIVALENT 220v or 240v OUTLET (PER EQUIP. SPEC) �� FLUORESCENT FIXTURE (OR SIM.) -Q HOME AUTOMATION CONTROLS wP IIOV DUPLEX OUTLET (WEATHER PROOF) � PORCELAIN KEYLESS LIGHT FIXTURE A/C PRE -A/C OR HEAT PUMP EXT. HOOK-UP �+ (I) IIOV OUTLET E (2) USB OUTLETS Q IIOV SMOKE DETECTOR, W/ BATTERY BACKUP IUOJ DOOR BELL BLANK PLATE � COMBO CO2 t SMOKE DETECTOR � FLAT PANEL PRE -WIRE �Nwr IIOV DUPLEX CONVENIENCE OUTLET FOR NOT WATER TANK •N NEAT DETECTOR /ALARM � SURROUND SOUND SPEAKER HALF HOT IIOV DUPLEX CONVENIENCE OUTLET RECESSED CEILING MOUNTED FAN, V.T.O. Q�� GARAGE DOOR OPENER IIOV DUPLEX CONVENIENCE OUTLET � WHOLE HOUSE FAN CENTER ALL LIGHT FIXTURES ON VANITY SINK(S). • LIGHT FIXTURES OVER VANITIES TO BE 82"-86" F.F. REFER TO CABINET LAYOUTS FOR KITCHEN APPLIANCE AND VANITY CENTERLINE LOCATIONS. �ow IIOV DISHWASHER OUTLET TM MINI -SPLIT WHOLE HOUSE FAN TIMER CANTROL �n 220V CLOTHES DRYER OUTLET WALL MOUNTED HEATING E COOLING UNIT (MINI -SPLIT) ELECTRICAL CEILING NEATER CADET OR SIM.) ( THERMOSTAT �w CLOTHES WASHER OUTLET �•��• uEAT� � 220v OUTLET FOR ELECTRIC CAR CHARGER I--T❑ DESIGN � DETAILS L'JnIER FL.',.','R ELECTRIi.�L PLAN SCALE: Y4' = I'-0" z� .s CC O z RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COPYRIGHT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROI-IIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMYIARY LOWER LEVEL OR BASEMENT SQ. FT.: 420 MAIN LEVEL SQ. FT.: 1462 UPPER LEVEL SQ. FT.: 1368 TOTAL AREA SQ. fT.: 3250 GARAGE AREA 50. FT.: 4a4 uEAr souRCE: ELECTRIC ARCFIITELTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REVISION: SEE REVISION LOG GENERAL SCALE U.N.O. SCALE: �" = 11_pll SHEET CONTENTS: ELECTRICAL PLANS �- c� - COMPOSITION ROOFING: -TRUSSES ARE STAMPED BY 15# FELT o/ 7/16" OSB MANUFACTURERS ENGINEER SHEATHING o/ ROOF LICENSED IN WASNINGTON TRUSSES PER PLAN STATE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS LOADS: 25# L.L.+ 15# D.L. = 40# TOTAL R4q INSULATION IN ATTIC - R38 � VAULTS Y" GwB CLASS II VAPOR RETARDER PRIMER PAINT w/ A MOISTURE PERM RATING OF I.0 OR LESS (EX. RODDA PAINT VAPOR SHIELD). (2)2x6 TOP PLATES STD/BTR SPF I/2" GWB 2x6 STUDS @ 16" O.C. TYP. R21 GATT INSULATION. INSULATION BAFFEL EXTEND 12" ABOVE INSULATION WITH 1 1/2" AIR SPACE %x6 FASCIA - (TYP) 5" CONT. GUTTER POWER C PLASMA OUTLET SMURF 7 (1)LAYEI< (1) 3/4" PLYWOOC BLACK to BLANK F Lu/ COAX SMURF 7 110V DUF ouTLET (2) LAYERS #7 ATCO FELT BARRIER OR HOUSE WRAP 7/16 O.S.B. 2x6 BOTTOM PLATE NAIL PER sw scH I I I I I I I I I I I I I 3/4" TAG FLOORING NAIL AND GLUE II II II I II II II POWER C \ 2x10 @RIM AND BLOCKING Lu/ R-21 FOIL FACED INSULATION, CLASS I OR II _ � �' � I � I PLASMA II II � I I I I �� II II II I I I I OPEN TO ABOVE ,, II I I II I I OUTLET SMURF �C FLOOR JOISTS PER PLAN �1' � � (1)LAYE� I I�� � I I I I I I PLYWOOC Y" GwB 2 CLASS II VAPOR I I II � II II I I �� I I I I II I I II I I BLACK t^ RETARDER PRIMER � I I I I I I I I PAINT Lu/ A MOISTURE �� 2x10 \ � PERM RATIN OF I.0 OR G I BACKING �' LESS (EX. RODDA PAINT (TYP) \ VAPOR SHIELD). — — — � I 3 �� /q PLYWOOD I � \ � I I III , i (2)2x6 TOP PLATES \ � � \ i I STD/BTR SPF � � a II � � � I I � �, BLANK F to � � Q I I I � \ v2" Gwa 2x6 STUDS @ 16" O.C. TYP I° \ � z I I \ � SM RF �I III ° \ � I � III NAND RAIL @ \ � � � � 34"-3a" � 110V DUF R21 GATT INSULATION. I I � � I I ABOVE NOSE � � OUTLET I I � � OF TREAD (2) LAYERS #7 ATCO FELT BARRIER —CONNECT ° \ OR HOUSE WRAP STRINGERS � � TO RIM w/ � LS50 TYP ° \ � 10" MIN. 7/16 O.S.B. " ^' LINE OF CURB WHEN 2x6 BOTTOM PLATE NAIL PER SW SCH AT STAIRS � TREAD �pEPTH � I RAILING OPT. CHOSEN. ADJACENT EXTERIOR o X = CURB TO BE 5" FROM RIM PER PLAN WALLS, CONNECT � � � NOSING STRINGER TO 2x6 � ANCHOR BOLTS � STUDS Lu/ 6" SDS o D2 SPACING PER SW SCREWS AT EACH � � 5 �� �/ MAX RISER HEIGHT. SCHEDULE STUD WHERE POSSIBLE, TYP ° � i„ I 10" MIN TREAD DEPTH NOTE: ALL STAIR CONSTRUCTION, ° �/ 1 y" NOSE (%" MIN., � MAX RADIUS �6 ) ACCESSIBLE SPACE CLEARANCES AND HANDRAIL � UNDER STAIRS TO LOCATIONS PER IRC SECTION 312. ° � � STAIRS: BE 2" MIN GWB (3) 2x12" STAIR 1 JACKS EA. 6" MIN I Ix4 STRONG BACK - ° R38 INSULATION I� TO SOIL I I I I I i i 2x4 THRUST BLOCK 2x6 PRESSURE TREATED MUD SILL 6 MIL BLACK POLYETHYLENE GROUND - COVER. LAP JOINTS 12". o o - R4 TYP. EXTERIOR WALL SECTION SCALE: N.T.S. TYP STAIR SECTION SCALE: N.T.S. 70 11 MIN. F REPLACE ELE�. _ �TCNE UNIT IN UPPER RIGI-IT CORNER ,� SCALE: N.T.S. 70" MIN. R���-AC� ����, � � L� UNIT IN UPPER RIGI�T CORNER �� SCALE: N.T.S. PROVIDE DRAFT STOPPING (GWB OR DENS GLASS) AT BACK FACE OF FIREPLACE CAVITY 2x4 FRAMING ABOVE FIREPLACE 11%'I MIN. F REPLACE PLAN V EW SCALE: N.T.S. ELECTRIC FIREPLACE INSERT "SIMPLIFIRE SF-ALL48-BK" .• �/ � 2x4 FIREPLACE �- WALL FRAMING Q � 2x6 R.O., o ALL SIDES tY w x w � 2x4 FIREPLACE `�` �- WALL FRAMING A -A FRA�1 NG SECT CN SCALE: N.T.S. 2x4 FIREPLACE �— WALL FRAMING 2x6 R.O., � �� ALL SIDES O tY w � 2x4 FIREPLACE `�` �- WALL FRAMING A -A FRAM NG SECT CN SCALE: N.T.S. 11%I� 45%" R.O. MIN. NOTE: REFER TO STAMPED 'S' SHEETS PREPARED BY BTL ENGINEERING 5'-q�' FOR ALL STRUCTURAL INFORMATION � ITEMS �\ �/ RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CAPYRIGNT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROFIIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL oR BASEMENT Sa. FT: 420 MAIN LEVEL 50. FT.: 1462 UPPER LEVEL SQ. FT: 1368 TOTAL AREA SO. FT.: 3250 GARAGE AREA 50. FT.: 484 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REwsION� SEE REVISION LOG GENERAL SCALE U.N.O. scALE: Y" = 11_011 SHEET CONTENTS ARCNI7ECTURAL DETAILS ��I � NOTE: REFER TO STAMPED 'S' SHEETS PREPARED BY BTL ENGINEERING SLIDING GLASS DOOR FOR ALL STRUCTURAL INFORMATION � ITEMS SELF ADHESIVE PER PLAN MEMBRANE PAN SLIDING GLASS DOOR EXTEND MIN. 6" UP JAMB N FLASHING NAIL FLANGE �' GALV 'Z' FLASHING NERVASTRAL TO EXTEND � .� NAIL ON FLEXIBLE 2" PAST THE INTERIOR � FLASHING 2" MIN FROM 70P OF OF THE DOOR \HEADER / \ HEADER / � FLOOR JOIST LEDGER TO LAG SCREW STUD \ / \ / O �N � PER PLAN 5/4x4 CEDAR DECKING \ / \ / ROUGH ROUGH � � � PER PLAN WATER -RESISTIVE OPENING OPENING � �' BARRIER I Zx PT JOIST PER PLAN I U JAMB \ JAMB \ � a JOINT FLASHING / SILL \ / SILL \ ' a HANGER PER PLAN ' A INSTALL PLANKS IN MODERATE I 611 RIM JOIST PT LEDGER PER PLAN CONTACT , � r p�E�E PENETRATION - BUILDING PAPER SHEATHING PER PLAN 12' SILL � � INSTALLED BEHIND SIDING PER FLASHING LEDGER AND PAN SIDING PER PLAN PLAN BUILDING PAPER TO EXTEND _ FLASHING. LAP � LEDGER INSTALLED BEFORE SIDING _ MIN. 12" BEYOND ALL EDGES STEP I STEP 2 OVER HOUSE WRAP „ EXTEND 12" BEYOND `� OF THE PENETRATION ATTACH SILL STRIP OF q" WIDE MOIS70P OR EQ. FLASHING MATERIAL ATTACH JAMB STRIPS OF q" WIDE MOIS70P OR EQ. . ° Lu/ BUILDING PAPER BEHIND IT lu/ 8 OPENING ( ) ( ) EXPOSED ON ALL 4 SIDES W17H 7NE 70P EDGE EVEN W17H 7NE 70P OF 7NE ROUGH SILL. FLASHING MATERIAL W17N INSIDE EDGE EVEN W17H 7NE JAMB • EXTEND THIS STRIP AT LEAST 12" BEYOND THE EDGE OF THE ROUGH OF THE ROUGH OPENING. EXTERIOR DOOR FLAS�IING PENETRATION PROTECTION OPENING. • S7AR7 JAMB STRIPS 2" BELOW SILL STRIP AND EXTEND 6" DECK LEDGER DETAIL I,,I SIDING BUTT JOINT FLAS�IING I,,I I,,I • ATTACH FLASHING MATERIAL W17N CORROSION -RESISTANT STAPLES. ABOVE LOWER EDGE OF HEADER. W22 W � � SCALE: N.T.S. V v � � SCALE: N.T.S. V v � � SCALE: N.T.S. N.T.S. CENTER TRIM t LANDING ON FRONT DOOR /OPERABLE CONT. BEAD OF SIDE OF SLIDER SEALANT HEAD EQ. EQ. FLASHING UNDER NAIL FIN SGD PER PLAN 2" 2" OPERABLEI FIXED PANEL I PANEL CUT AWAY WINDOW EXCESS WINDOW LINE OF __________ ' __________ NERVESTRAL I I 2x6 HEARTWOOD CEDAR TRIM, FRAME OR I BLDG. PAPER FRAME OR BEHIND ; I EQ. ALL SIDES, CAULK/SEAL SIMILAR @OPENING SIMILAR 5'-6" 70 NOSE BIB EQ, � £ � I EQ, OPENING � OPENING 3'-6" TO BDINOM OF i I I POUR AGADINST�P NOTE: SEAL ALL — J C.L. OF I I ; �����` I NERVASTRAL EXPOSED FASTENERS BUILDING -- BUILDING PAPER PRONTO FRONT PORCH 0 PATIO ' � PAPER TYP. BEND ELECTRICAL 3'-6" LANDING TYP. SHEATHING PER PLAN BACK PATIO's SHOULD ALWAYS LINE OF BUILDING PAPER TYP' METER MAIN Q. @BACK PATIO's �' • BOFPTHEEFlXEDTSIDE OF THEN INSULA710N BLDG PAPER NAIL FLANGE UNDER SILL STRIP ® PRONTO BEND S.G.D. WHENEVER POSSIBLE PER PLAN APPROVED FLASHING �� FRONT 2x6 HEARTWOOD CEDAR TRIM II STEP 3 STEP 4 INSTALLED ON DOOR � (O.Iq x 10 ROLL) APPLY THE NEXT COURSE OF BUILDING PAPER (BUTTING TO THE CORNER EXT. OF HOUSE THRESHOLD LANDING PER PLAN. POUR • APPLY A 3/8" CONTINUOUS BEAD OF CAULK TO THE BACK OF THE FRAME OF HOUSE AGAINST NERVESTRAL 2x6 HEARTWOOD CEDAR SIDING PER PLAN I-I/2'I GAP NAILING FLANGE AT ALL SIDES OF THE WINDOW FRAME OPENING) OVER THE JAMB FLASHING MATERIAL. 30# FELT PAPER -- �-------------_----- TRIM w/ FLASHING @ —N AT GARAGE HOSE � 1 !i HOUSE INTERSECTION � B7WN ROOF AND SIDING PLACE AND SECURE FRAME IN70 ROUGH OPENING W17N FLANGES OVER THE APPLY SUCCEEDING LAYERS OF BUILDING PAPER IN SHINGLE - o �'� BIBB NERVESTRAL L__�_______ � INSTALLED JAMB AND SILL � JAMB MOISTOP OR EQ. FLASHING MATERIAL. BOARD FASHION UP THE WALL LAPPING COURSES A MINIMUM OF _ � STARTER STRIP --LANDING PEP PLHN � I WHERE OCCURS ( ) � - - INSTALL ('"1iN. �'x3', Tl'P.i I,' _ �t/i ROOF SHINGLES •NAIL WINDOWS PER WINDOW MANUFACTURER'S SPECIFICA710NS 1/2 PAPER WIDTH. -� OF Sl'Er'S i5D by �� I LINE OF NERVESTRAL • STARTING FROM 7NE BASE OF THE WALL, APPLY BUILDING PAPER UNDER MUD SILL I i E c,ONC!TIc,N� GROUNDING FLASHING � " I 30# FELT 70 EXTEND UP r,� - II �� � I „ THE SILL STRIP AND CUT ANY EXCESS BUILDING PAPER THAT MAY EXTEND ROD 12 FROM SLAB ON GRADE � WALL 12 MIN. ABOVE THE SILL AND BETWEEN THE JAMBS OF THE OPENING. \ PRONTO BEND CONC. WALL } �° , ,_ , ,_ , ,_ , _ , ,_ , ,_ , ,_ III •ADD FORTIFLASH STICK FLASHING @BOTH SIDES OF WINDOW �� / FOR7IFLASN o/ FLASHING GUTTER PER AND MOIS70P. TURN q" MOISTOP PLAN ROOF TRUSS I I-III—III—III—III-III-III-1 I I—_-1 AND FRONT PORCH DETAIR •APPLY SLOPED 28 GA.. 2" BACK, PREFINISHED METAL FLASHING TO OPENING. FORTIFLASN 1" ONTO PANEL, ROOF SHEATHING PER PLAN •APPLY 6 FOR7IFLASH OVER 70P HEAD FLANGE OF WINDOW. EXTEND PAST ALL SIDES � CORNERS. FASCIA PER PLAN EXT. LANDING DETAIL � ROOF TRUSS JAMB FLASHING 2. 2x2 TRIM @PERIMETER 7YPHING FLAS�IING DETAIL � EAVE SLIDING GLASS DOOR TYP ROOF TO WALL FLAS�IING STANDARD FLAS�IING �1ATERIAL APPLICATION AT OPENINGS OPENING FOR ELEC. 60 MIN. BLDG V V � � SCALE: N.T.S. y� � 2 SCALE: N.T.S. / V � � � SCALE: N.T.S. V V � O SCALE: N.T.S. +�'� METER BOX, FIREPLACE PAPER BEHIND DIRECT VENT, RANGE VENT, METER MAIN DRYER VENT, ETC. SEALANT WINDOW FRAME 7/16" PLYWD. SNEATNING 3/8" BEAD CAULK INSULATION — � SEE DETAIL W10MFOR MOISTOP INSITIALL INSTRUQCTIONS SILL ASSEMBLY (WHERE OCCURS) 6" FOR7IFLASH 0/ FLASHING RESUB ELECTRIC I I ET ER � 1-tOS E B I � PER SPEC TR MAPER ELEVATION GYP. BD. �� WD. FRAME WALL �� SIDING PER PLAN M (WHERE APPLICABLE) INSULATION PER PLAN BUILDING PAPER May 08 2023 LOCATION NO GAS I IETER (WHERE OCCURS) CITY OFEDMONDS wrj � TRIMMER �I R-10 INSULA710N MOIS70P (SEE DETAIL WI10 DEVELDEPARTMENRVICES SCALE: N.T.S. MOIS70P (SEE DETAIL BEHIND NDR TYP @ FOR INSTALL) GYP. BD. W10 FOR INSTALL) KING STUD WD. FRAME WALL ALL HDR's MIN. 1/4" GAP B7WN SIDING CAPYRIGHT NOTICE: THIS SEALANT � 'I I ,I PER PLAN �� AND FLASHING PLAN IS OWNED BY PACIFIC GYP. BD. PLANEISOPREOHIBTED BYULAW OVERLAP MIN. IS" EXT WALL PER FORTIFLASN ON ALL MOISTOP (SEE FLASHING TURN DOWN PLAN SIDES OF WINDOW DETAIL WIO II HEADER PER PLAN „ WITHOUT PAYMENT OF FOR INSTALL 7/16 PLYWD. SHEATHING 1/q A7 EACH END LICENSE FEE TO PACIFIC SIDING PER PLAN ) % � RIDGE HOMES. INSULATION WINDOW FRAME � TRIM PER ELEVATION BLDG. PAPER TYP. (WHERE OCCURS) BLDG. PAPER BLDG. PAPER (SEE ELEV. FOR (WHERE APPLICABLE) � �� SEALANT WINDOW H7) PLAN SUMMARY 10 -6 TO NOSE BIB SIDING PER PLAN 7/16" PLYWD. SNEATNING SIDING PER PLAN 1 SEALANT L0"'°�'�L oR ��'� 5f� �` SEALANT 420 8'-6" TO C.L. 2x2 PRIMED TRIM (W EREEAPPLICAB �) FORTIFLASH ON ALL WINDOW FRAME OF PRONTO BEND SIDES OF WINDOW MAIN LEVEL sa. Pr.: 3'-6" 3'-°" W� SIDING /INSIDE CORNER W8 WINDOW SILL C� WOOD FRAME WALL W7 WINDOW JA�18 DETAIL W� WINDOW �4EAD DETAIL 1462 EDGE TO EDGE TO EDGE EDGE UPPER LEVEL so. Fr: ELECTRICAL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 1368 METER MAIN � TOTAL AREA SO. E7.: ® PRONTO BEND �' ' �� 3250 FRONT INSTALLED ON �� �� , II GARAGE AREA so. FT.: CORNER EXT. OF HOUSE LAP SIDING U.NO. (HOLD I-I/2" � � ; STUDS @ 16 oc (NO POSTS/ POINT LOADS ABOVE VENTS) 484 OF HOUSE OFF ADJOINING ROOF) i' i / � HEAT souRCE: AT GARAGE no NOSE %" x 3" LAG SCREW i� r� - o METAL FLASHING , , �'/ SIDING PER PLAN ELECTRIC �� BIBB POSITIVELY ATTACHED _ _ GAS (MAY BE STEPPED) r �� E�� E�� BOTTOM SILL PLATE ARCHITECNRAL PLANS COORDINATOR: - _ METER INSTALL TO WALL STUDS. LAG � GROUNDING SCREW TO PENETRATE BUILDING PAPER ON �' r 3/4" 7�G SUBFLOOR � - TWA o� _ ROD 12" FROM -_ STUDS 1" MIN., TYP. @ SHEATHING (SIDING CUT � �, � i � i � i � i FLASHING aGIN�: PRONTO BEND I/3 AND 2/3 H7 OF AWAY FOR CLARITY) I � � `u I I = i-i 7-1/2"x15-1/2" CEDAR RIM BTL ENGINEERING FORTIFLASH o/ FLASHING HWT. ATTACH Lu/ I %a' I I I I PROVIDE LOUVERED VENTS SEE REVISION LOG q" MOISTOP METAL RAIN DIVERTER THE � / � i i i i VENTS Lu/ GALV SCREEN - REwsION: AND MOISTOP. TURN x 16 GA. STRAP MIN ( FOR7IFLASN 1" ON70 PANEL, PURPOSE IS TO SHED THE � @FRONT ELEVATIONS a WATER OFF THE ROOF AND „��. GENERAL scA� u.N.o. I II ALL SIDES � CORNERS. 2/3 H7 OF NW7 �, o IP scALE: Y = 1 -o FLASHING KEEP IT AWAY FROM THE PERFSPEC.GLES RIM PER PLAN 2x2 TRIM @PERIMETER � ��� ° TYP. VERTICAL WALL BENEATH), P.T. MUD SILL U a sHEETcoNTENrs: OPENING FOR ELEC. 60 MIN. BLDG I/3 H7 OF NWT FASCIA PER PLAN Lu/ 30# ROOF FELT � CONCRETE FOUNDATION WATER METER BOX, FIREPLACE PAPER BEHIND GUTTER „ ��DO NOT INSTALL VENTS CLOSER THAN 3' TO GAS METER�� INTRUSION DIRECT VENT, RANGE VENT, METER MAIN 7/16 OSB ROOF () DETAILS DRYER VENT, ETC. SHEATHING ��BUILDING PAPER SHOULD BE INSTALLED OVER FLASHING�� NOTE: PER WSEC R402.2.7: WHEN FOUNDATION VENTS ARE NOT PLACED SO THAT THE TOP �� ��� � SEE DETAIL W10 FOR MOISTOP INSTALL INSTRUCTIONS OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULA710N, A PERMANENTLY NOTE: SEAL ALL ATTACHED BAFFLE SHALL BE INSTALLED A7 AN ANGLE OF 30° FROM HORIZONTAL, 70 ELECTRIC � GAS METER, NOSE NOTE: USE 3 STRAPS ON 75 GALLON AND GREATER SIZES EXPOSED FASTENERS DIVERT AIR FLOW BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. ,� BIB CLEARANCES � LOCATIONS WATER NEATER (�IWT) STRAPS DETAIL � ROOF/WALL INTERSECTIONS FOUNDATION VENT SCALE: N.T.S.�� SCALE: N.T.S. Y�/ SCALE: N.T.S. ��� SCALE: N.T.S. Project Information PLAN NAME: ASPEN C PLAN SERIES: GLACIER CITY OF EDMONDS Contact Information JASON ATKIN ARCHITECTURAL PLANS COORDINATOR PACIFIC RIDGE HOMES welkin acificrid ehomes.com YSIS SET UP Messages /Results Review required for custom entries: -Doors UA Reduction = 34.35, Proposed UA is better than baseline by 8% UA-reduction meets selected Option 1.3 Whole House Mechanical Ventilation Airflow Rate: 200 CFM with Run Time Percent of 50%, Unbalanced, Distributed * Results assume your inputs are complete and correct. Results do not constitute an approval. Analysis should be reviewed by your AHJ. What code compliance pathway are you using? Prescri live Path Com liance with O lion 1 referred Project Building Type? New Construction Occupancy Type? R3 Sin le famil homes and du lexes Code Version? WSEC 2018 Classification: Medium Dwelling Unit -- 3250 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 = FlaWaulted Ceilings U = Wall (above grade) U = Floors over Crawlspace U = Slab on Grade F = Below Grade Wall U = Below Grade Slab F = Baseline U Area UA 0.300 20 6.0 0.500 0 0.0 0.300 442 132.5 0.027 1,599 43.2 0.056 3,070 171.9 0.029 1,109 32.2 0.540 83 44.8 0.042 0 0.0 0.570 0 0.0 Proposed Design U Area UA 0.300 20 6.0 0 0.0 0.280 442 123.7 0.027 1,599 43.2 0.054 3,070 165.8 0.025 1,109 27.7 0.360 83 29.9 0 0.0 0 0.0 Baseline UA Total 430.E Proposed UA Total 396.3 Required Credits 6.0 Proposed Credits 6.0 from Tables 406.2 and 406.3 UA Percent Reduction 8.0% UA Reduction 34.4 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 item No. Full Descri lion Select S stem T e Credits 406.2 Ener Credits 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 O do No. Cate or Sel p s Energy Credits Brief Descri lion of Selected O lions' 1 Efficient Building Envelope Option 1.3 0.5 U 0.28 Windows / R-38 floors or R-10 Fully insulated slab. Or 5% reduction in UA 2 Air Leakage Control and Efficient Ventilation Not cted 0.0 - 3 High Efficiency HVAC Option 3.5 1.5 Heat Pump: Air Source with min HSPF of 11 4 High Efficiency HVAC Distribution System Option 4.2 1.0 Ducts/distribution system in conditioned space per R403.3.7 5.1 Efficient Water Heating Not cted 0.0 - 5.2-5. Efficient Water Heating Option 5.5 2.0 NEEA Tier 3 heat pump water heater 6 Renewable Electric Energy kWh Not Select 0.0 7 Appliance Package Not Selected 0.0 - Energv Credits 0 TABLE �06.2 FUE N�RM,4L1 ATICyN CREDITS S tern Credits � V Dest�riptian f Primary He ling S�aurce � All Other Group R-2 2 For an initial he -ng system sing a heat pulmp 1 _CI 1.0 ■ that meets fed rat standard fear the equipment listed in Teble C403.3.2[1} or G403.3.2(2) ar xir to water eat pump u its that are configured to provide bo heating an cooling and are rated in acaardan� a with AHRI 50f55iD ■ TABLE 4Q6.3 1 ENERG`l' CREDITS CREDITI;S} �:=�FTI �=,FJ DESCRIPTIOhI All Other Group R-2 'I EFFIt_IEN BUILDING NVELOPE OPTIONS ■ Only o option Pram terns 1.9 through 1.� may be selected in this category. nce with th canductiv�e UA targets is demonstrated using Section R402.1.4, Total UA alternative, wrhere [1-(Pro aced 1.,1 angel UA]I� � the required 9bUA reduction 1.3 Pr script' a compliance is based on Table R4D2.1.1 with the following 0_S I�IfA dfic ions: ,fertica i�enestration U = fJ.28 Floor -�I8 ; Slab grade R-1U perimeter and under entire slab Bel grade slab R-10 perimeter and under entire slab or • mpliancre based on Section R40�.1.4: Reduce the Total conductive �tJA 5°.+6. THERMAL ENVELOPE DETAILS -Proposed Design Conditioned Floor Area, Pro osed Desi n 3,250 sq. ft Classification Medium Dwelling Unit Notes Exterior Doors Plan Com onent Door Width Hei ht ID Description Ref. U Ot. Feet '""' Feet '"`h Area UA Exem t Code Baseline, U=0.30 - 0.30 1 2 e 6 a 18 5.3 FRONT Fiber lass with 10% lazin Custom 0.30 1 3 ° 6 a 20 6.0 0 3 ° 6 a 0 0.0 0 6 8 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 Sum of Area and UA (excluding exempt door) 20 6.0 Exterior Doors Area Weighted U 0.300 Overhead Glazing Plan ID Component Descri lion Ref. Glazing U Ot. Width Hei ht Area UA Feet '"`" Feet �"`h Sum of Area and UA 0.0 0 Overhead Glazing Area Weighted U Vertical Glazing Schedule Rows to Show 20 Plan ID Component Descri lion Ref. Glazing U Ot. Width Hei ht Area UA Feet finch Feet Inch Exem t - - - 1 FOYER U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 3 3 ° 5 ° 45.0 12.60 2 BED 5 U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 4 ° 4 ° 16.0 4.48 3 FOYER U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 3 3 ° 5 6 49.5 13.86 4 SGD U=0.28 O lions 1a, 1.3, 1.7 Table406.2 0.28 1 6 ° 6 10 41.0 11.48 5 LIVING U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 7 ° 5 ° 35.0 9.80 6 LIVING U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 2 2 ° 2 ° 8.0 2.24 7 DINING U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 6 ° 4 ° 24.0 6.72 8 HALL U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 3 ° 4 ° 12.0 3.36 9 DOOR U=0.28 O lions 1a, 1.3, 1.7 Table406.2 0.28 1 2 $ 6 a 17.8 4.98 10 BED 2 U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 6 ° 4 ° 24.0 6.72 11 BATH 2 U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 4 ° 2 ° 8.0 2.24 12 BED 1 U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 6 ° 4 ° 24.0 6.72 13 BED 1 U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 2 2 ° 2 ° 8.0 2.24 14 BATH 1 U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 4 ° 4 ° 16.0 4.48 15 BATH 1 U=0.28 O lions 1a, 1.3, 1.7 Table406.2 0.28 1 2 ° 2 ° 4.0 1.12 16 WIC U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 2 ° 2 ° 4.0 1.12 17 BED 4 U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 5 ° 4 ° 20.0 5.60 18 BED 3 U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 7 ° 4 6 31.5 8.82 19 HALL BA' U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 1 2 ° 3 ° 6.0 1.68 20 LOFT U=0.28 O lions 1a, 1.3, 1.7 Table 406.2 0.28 2 6 ° 4 ° 48.0 13.44 Sum of Area and UA 441.8 123.7 Vertical Glazing Area Weighted U 0.280 Vertical Glazing and Doors Area Weighted U 0.281 FIatlVaulted Ceilings Plan ID Component Descri lion Ref. Attic U Area UA UPPER R49 blown Attic STD baffled Code Baseline, O lion 1.1-1.4 10-7 0.027 1,396 37.7 MAIN R49 blown Attic STD baffled Code Baseline, O lion 1.1-1.4 10-7 0.027 203 5.5 Sum of Area and UA 1,599 43.2 4.2 ,/AC equipment and associated duct system�s� invtallatian shall comply i i � F•Jr�. the requirements of Section R4D3.3.7. ; Locating system components in conditioned cra'.wf spateti is Hat pem7itted ; under this option. Electric resistance heat and ductless heat pumps are not permitted under ' r this option_ Direct combl�tion heating equipment. with AFUE less than �3g9+6 is not permitted underthisaption. Ta qualify to claim this credit, the building permit drawings shall specify the option being selected and shall speciFy the heating equipment type and shall show the location of the heating and Gaoling equipment and all the ; ductwork. 5. EFFICIENT WATER HE,4TING OPTIONS t�nly ane option from Items S.2 through S.fi may be selected in this category. Item 5.1 may be combined with any ; S.S ter heating system shall include one of the fallay.'ing= �_Q �.S ectruc heat pump water heater meeting the standards for Tier I I I of EE,4's advanced water heating specification ■ or ; ■ Fckr R-2 Ciccupancy, electric heat pump water heaters}, meeting the sta.rxlards 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 stippfy and recirculation piping shall be insulated with R-8 minimum pipe insulation.. ; Ta 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_ �. HIGH ' FICIENC11r HVAC E�l1lPMENT OPTIONS ■ n ne option from Items 3.1 through 3.6 may be selected in this category. 3_S' ir-source_ centrally ducted heat pump with minimum HSPF of 1'1 _D. 1 S PJ�R. To qualify to claim thus credit, the building permit drawings shall specify tl-le � NOTE: REFER TO STAMPED 'S' SHEETS PREPARED BY BTL ENGINEERING option being selected and shall specify the heating equipment type and the - FOR ALL STRUCTURAL INFORMATION � ITEMS ■ minimun°i equipment efficiency. Walls Above Grade Plan ID Component Descri lion Ref. Wall U Net Area UA R21 cavil +RO foam INT 2X6W La Code Baseline 10-5 0.054 3,070 166 Sum of Area and UA 3,070 166 Floor over crawl or exterior Plan ID Component Descri lion Ref. Floor U Area UA t38 vented Joist 16oc O lions 1a-1c, 1.3-1.5 10-3 0.025 1,109 28 Sum of Area and UA 1,109 28 Slab on Grade less than 2 feet below rode Plan ID Component Descri lion Ref. Slab F Slab Perim FP R10 Full insulated O lions 1a-1c, 1.3-1.5 10-2 0.360 83 30 Sum of Perimeter and FP 83 30 Below Grade Walls and Slabs Plan ID Component Description Ref. Wall U Wall Area Wall UA Slab F Slab Perim Slab UA Sum of Area, Length and UA 0 0.0 0 0 Ventilation Requirements Number of Bedrooms 5 Run -Time Percent in Each 4-Hour Segment 50% Is the system Balanced? Unbalanced Is the system Distributed? Distributed Verify system meets definition of'Distributed Whole -House Ventilation' Ventilation Code Section IRC, Chapter 15 Whole House Mechanical Ventilation Airflow Rate 200 CFM HVAC Thermal Distribution System Download RS-33 (2018) htt ://www.ener .wsu.edu/Documents/Duct%20Testin %20Standards%2 Is this a hydronic heating system? No Location of Ducts Conditioned S ace Location of Air Handler Conditioned S ace Is Duct Testing Required? No Option 4.2: A maximum of 10 feet of return ducts and 5 feet of supply ducts are allowed to be located outside of the building thermal envelope, if insulated and sealed per R403.3.7. Show Heatin System Sizin ?Show Heating S stem SlZin -Proposed Desi n 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 (nT) 46 F Conditioned Floor Area, Proposed Design 3,250 ft2 Conditioned Volume 27,625 ft3 Leave blank to use default of 8.5 ft. ceiling height HVAC System Type Heat Pum Location of HVAC Distribution System Conditioned Space Sum of UA, including exempt door and window 402 Envelope Heat Load 18,473 Btu /Hour Sum of UA X �T Air Leakage Heat Load 13,724 Btu /Hour ((Volume X 0.6) X dT) X .018)) Building Design Heat Load 32,197 Btu /Hour Air Leakage +Envelope Heat Loss Building and Duct Heat Load 32,197 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 40,246 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(1) 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 MI505.4.1.1. 2. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY. HOUSE NAME: �cJP�N 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 1 BY FACTOR OF 1.5 PER TABLE MI505.4.3(2) 70 ACCOUNT FOR WHOLE HOUSE FAN CFM CALL: SO CFr1 x 1.5 = 12O CFrI S NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM. 4. WHOLE HOUSE FAN SHALL BE 1.0 SONES OR LESS, AND SHALL NAVE 1FA8LE M1ariS.4.3(ij AN EFFICACY OF 2.8 CFM /WATT PER WSEC R403.6.1. WHOLE -HOUSE tNECHANICAL VEH"FILATIdI� AJRFf_OYIf RATE 5. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE Numl7ar of B�droams aw6lNny ilnll �144r ,�rCi (��t!/Fi feCi] �* � � 3 � S qr m4rC AfF114'rY in Gf1■ { 50� :i0 30 35 +b5 64 5D1.1_i}iip 30 35 46 50 55 i.11a}1 • i,546 3a +tR 4a 55 60 t.50i - 7,000 35 45 Sa 50 65 2.041 , 2.3P4 4p 50 55 65 70 +45 55 ea i e a,oat - a,sao sa ea ss 7s ga 55 65 ]a 8tl 4,001 - x,SDo 60 74 T5 85 90 4,501 •S,Oly6 Ip$ 75 80 80 $5 I WINDOWS PER STATE CODE INTERPRETATION 17-15. b. 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. II. A PROGRAMMABLE THERMOSTAT IS REQUIRED. M1345.4.3.1 VentFlatlpn qual#ty adjuskmenf. The rninlrrtum whale hcusa ventllallgn role from Section 12. A MINIMUM OF 75% OF ALL LIGHTING MUST BE HIGH EFFICIENCY 1 bfJ�.4.3 Shall tYe adlusled dY the system coerrtctenl rn I ah[e luti¢t}y.4.31Yj basatl on l� Syslal'n typt+ rxri meeting the del inilian of a 6a�ana9d wiroJe House venfiirrtrnn system andior Hat meeting the d+xfinilion of a drslrrbwred' whale hawse wend/alfon system. TABLE M1505.4.3(2j 1 $YSTBM COEI=1=1CtENT {CaYyrem7 system Fype Distributed Nnt l3fs;rlbut2d Balanced 1.{i 1.25 Nat balanced 1.25 1.'r VENTILATION SCHEDULE I NUTONE OR EOUIV I.0 SONES CFM RATE PER CALL. 2 NUTONE OR EQJIV 1.5 SONES NOTES: •USE I00 CFM MIN. FAN AT KITCHEN + USE 50 CFM MIN. FANS AT ALL OTHER LOCATIONS EXC. WHF + ALL FANS VENT TO OUTSIDE (V.T.O.) �--u� �--u� RESUB May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CAPYRIGNT NOTICE: THIS PLAN IS OWNED BY PACIFIC RIDGE HOMES. USE OF THIS PLAN IS PROFIIBITED BY LAW WITHOUT PAYMENT OF LICENSE FEE TO PACIFIC RIDGE HOMES. PLAN SUMMARY LOWER LEVEL oR BASEMENT 50. FT: 420 MAIN LEVEL 50. FT.: 1462 UPPER LEVEL SO. FT: 13io8 TOTAL AREA SO. Fi.: 3250 GARAGE AREA 50. FT.: 484 HEAT SOURCE: ELECTRIC ARCHITECTURAL PLANS COORDINATOR: JWA ENGINEER: BTL ENGINEERING REwsION� SEE REVISION LOG GENERAL SCALE U.N.O. scALE: Y'I = 11_OII SHEET CONTENTS: 2018 WSEC CREDIT OPTIONS � CALC's GENERAL STRUCTURAL NOTES: CRITERIA: 1.1 All Materials, workmanship, design, and construction shall conform to the drawings, specifications, and the International Building Code (IBC), 2018 Edition 1.2 Design Loading Criteria The Design Loading of the Structure is as follows: Live Loads (in accordance with IBC Table 1607.1) Occupancy or Use Uniform Live Load Concentrated Live Load Notes Floor, Residential 40-psf - Balconies &Decks 60-psf - 1.5 x Occupancy Load Uninhabitable attic, with storage 20-psf - Concurrent with Snow Loads Unihabitable attic, without storage 10-psf - Non -concurrent with Snow Loads Handrails and Guards - 200-Ibs Any point, any direction (ASCE 7-16, Section 4.5.1) Wind Design Data ASCE 7-16, Chapter 28: Simplified Envelope Procedure Basic Design Wind Speed (3-sec gust), V 100 mph Risk Catagory II Wind Exposure B Internal Pressure Coefficient N/A Exterior Components and Cladding 25-psf Topographical Factor, KZt 1.00 Snow Loads (ASCE 7-16, Chapter 7) Ground Snow Load, Pg 25-psf Flat Roof Snow Load, Pf = 0.7 Ce Ct IS P9 25-psf Snow Exposure Factor, Ce 1.0 * Snow Load Importance Factor, IS 1.0 * Thermal Factor, Ct 1.2 Do not adjust for slope or drift unless noted on the Drawings. See Drawings for Additional Loading Criteria. Seismic Design Data ASCE 7-16, Section 12.8: Equivalent Lateral Force Procedure Risk Catagory II Seismic Importance Factor, le 1.0 Mapped Spect. Accel., Short Period, Ss Mapped Spect. Accel., 1-Sec, S� 1.500 0.500 Site Class D Spectral Response Coeff., Short Period, SDs Spectral Response Coeff., 1-Sec, Spy 1.200 0.600 Seismic Design Catagory D Basic Seismic -Force -Resistance System Ply. Shear Walls Response Modification Factor, R 6.5 Seismic Response Coefficient, Cs 0.18 Design Base Shear, V 0.18 x Weight 1.3 Structural Drawings shall be used in conjunction with all other project documents for bidding and construction. Contractor shall verify dimensions and conditions for compatibility and shall notify architect of all discrepancies prior to construction. 1.4 Contractor shall provide Temporary Bracing for the structure and structural components until all final connections have been completed in accordance with the drawings. 1.5 Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform the work. 1.6 Contractor -initiated changes shall be submitted in writing to the Architect and Structural Engineer for approval prior to fabrication or construction. Changes shown on shop drawings only will not satisfy this requirement. 1.7 Drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used, subject to review and approval by the Architect and the Structural Engineer. 1.8 All structural systems composed of components to be field erected shall be supervised by the Supplier during manufacturing, delivery, handling, storage and erection in accordance with instructions prepared by the Supplier. GEOTECHNICAL: 2.1 Allowable Soil Pressure, Lateral Earth Pressure, and Soil Profile Type are assumed and therefore must be verified. If soils are found to be other than assumed, 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 ro ortioned conve ed and laced in accordance with IBC Cha ter 19 and ACI 318-14. Mix shall be ro ortioned to roduce a ,p p � Y p p p P p slump of 5" or less. All concrete with surfaces exposed to standing water shall be air -entrained with an air -content conforming to ACI 318-14 Table 19.3.3.1 Concrete Strength, based on IBC Section 1904.1, shall be as follows: Type or Location of Concrete Construction (Moderate Exposure) Min. 28-Day Compressive Strength, f'c Interior Slabs -on -Grade 2500-psi Footings, Basement Walls, Foundation/Stem Walls 3000-psis � Specified compressive strength (f�) specifications address serviceability requirements. Design strength of concrete is 2500-psi, therefore, strength tests are not required. Provided concrete mix tickets verifying strength specifications. 3.2 Reinforcing Steel shall conform to ASTM A615/A615M-18e1 and the following: Bar Size Steel Grade #5 bar and larger Grade 60, fy = 60,000-psi #4 bar and smaller Grade 40, fy = 40,000-psi Welded Wire Fabric shall conform to ASTM A1064/A1064M-18a 3.3 Reinforcing Steel shall be detailed (including hooks and bends) in accordance with ACI 318-14. Lap all continuous reinforcement (#5 and smaller) 2'-0" minimum. Laps of larger bars (#6 and #7) shall be 3'-0", min. Provide corner bars at all wall and footing intersections and lap 2'-0" minimum. Lap adjacent mats of welded wire fabric a minimum of 8" at sides and ends. No bars partially embedded in hardened concrete shall be field bent unless otherwise noted on the drawings or approved by the structural engineer. 3.4 Concrete Protection (cover) for Reinforcing Steel shall be as follows: Condition Clear Cover Footings and Unformed Surfaces cast against and permanently exposed to Earth 3" Formed Surfaces exposed to Earth or Weather (#6 bars or larger) 2" Formed Surfaces exposed to Earth or Weather (#5 bars or smaller) 1%2" Slabs and Walls, interior face (#11 bars and smaller) 3/4" Column Ties or Spirals and Beam Stirrups 1%2" WOOD: 6.1 Framing Lumber shall be kiln dried or MC-19, and graded and marked in conformance with WCLB Standard Grading Rules for West Coast Lumber No. 17 Unless otherwise noted, furnish to the following minimum standards: Member Use Size Species Grade Studs 2x, 3x Hem -Fir or SPF STUD Joists/Rafters 2x, 3x Hem -Fir No. 2 Plates/Misc. 2x, 3x Hem -Fir No. 2 Beams 4x Douglas Fir -Larch No. 2 Posts 4x Douglas Fir -Larch No. 2 Timber, Beams 6x &Larger Douglas Fir -Larch No. 2 Timber, Posts 6x &Larger Douglas Fir -Larch No. 2 6.2 Glued Laminated Members shall be fabricated in conformance with ASTM and AITC Standards. Each member shall bear an AITC Identification Mark and shall be accompanied by an AITC certificate of conformance. Furnish to the following minimum standards: Member Use Combination Species FbX+ FbX_ F�lX FAX EX Beams 24F-V4 DF/DF 2400-psi 1850-psi 650-psi 265-psi 1800-ksi Camber all glulam beams to 3,500' radius, unless otherwise noted. Glued laminated members exposed to weather or moisture shall be treated with an approved preservative. 6.3 Engineered Wood shown on the drawings are based on product manufactured by Weyerhaeuser in accordance with ICC Report No. ES ESR-1387. Alternate manufacturers may be used subject to review and approval by the Architect and Structural Engineer. All hangers and other hardware not shown shall be designed and supplied by the Joist Manufacturer. Each piece shall bear a stamp or stamps noting the name and plant number of the manufacturer, the grade, the ICC report number, and the quality control agency. Furnish to the following minimum standards: Member Use Product Fb F�l F� E Beams 1.55E Laminated Strand Lumber (LSL) 2325-psi 800-psi 310-psi 1550-ksi Beams 2.0E Laminated Veneer Lumber (LVL) 2600-psi 750-psi 285-psi 2000-ksi Beams 2.0E Parallel Strand Lumber (PSL) 2900-psi 750-psi 290-psi 2000-ksi Rim Boards Laminated Strand Lumber (LSL) 1700-psi 680-psi 400-psi 1300-ksi 6.4 Engineered Wood I -Joists shown on the drawings are based on joists manufactured by Weyerhaeuser in accordance with ICC Report No. ES ESR-1153. Alternate Engineered Wood I -Joists manufacturers may be used subject to review and approval by the Architect and Structural Engineer. 6.5 Prefabricated Connector Plate Wood Trusses shall be designed by the manufacturer in accordance with TPI 1-2014 for the spans and conditions shown on the drawings. Wood trusses shall utilize approved connector plates (MITEK, ITW or other approved Truss Plate Manufacturer). Unless otherwise noted, loading shall be as follows: Roof Truss Design Loading Member Uniform Load Top Chord Snow Load 25-psf Top Chord Wind Load (Uplift) 15-psf Top Chord Dead Load 7-psf Bottom Chord Live Load 10-psf Bottom Chord Dead Load 5-psf Floor Truss Design Loading Member Uniform Load Top Chord Live Load 40-psf Top Chord Dead Load 10-psf Bottom Chord Dead Load 5-psf Submit shop drawings and design calculations prior to fabrication. Submitted documents shall bear the stamp and signature of a registered Professional Engineer, State of Washington. Truss design drawings shall include, at a minimum, the following: A. Slope or Depth, Span and Spacing B. Location of all Joints and Support Locations C. Number of Plies if greater than one D. Required Bearing Widths E. Design Loads and Locations: Include Top and Bottom Chord Live and Dead Loads, Girder Loads, and Environmental Loads (Seismic, Wind, Snow, etc.) F. Other Lateral Loads, including Drag Strut Loads G. Adjustments to Wood and Metal Connector Plate Design Value for Conditions of Use H. Maximum Reaction Force and Direction (including Maximum Uplift) I. Metal -Connector -Plate Type, Size, Thickness, and Location J. Size Species and Grade for each Member K. Truss -to -Truss Connections and Truss Field Assembly Requirements L. Calculated Span -to -Deflection Ratio and maximum Vertical and Horizontal Deflection for Live and Total Loads M. Maximum Axial Tension and Compression Forces in each Truss Member N. Required Permanent Individual Truss Member Restraint Location and the Method and Details of Restraint Bracing to be used O. Placement Layout including Bearing Points, Intersections, Hips, Valleys, etc. P. Truss -to -Truss and Truss -to -Beam Connection Details and Hardware 6.6 Roof, Floor &Wall Sheathing shall be APA Rated, Exterior or Exposure 1 Plywood or OSB manufactured under the provisions of Voluntary Product Standards DOC PS-1 or DOC PS-2, or APA PRP-108 Performance Standards and Policies for Structural Use Panels. See Drawings for thickness, span rating, and nailing requirements. Unless otherwise noted, wall sheathing shall be''/z" (nominal) with Span Rating of 24/0. Glue floor sheathing to all supporting members with adhesive conforming to APA Specification AFG-01. 6.7 Wood members shall be protected against decay and termites in accordance with IBC Section 2304.12. Where required, members shall be naturally durable species or shall be treated with waterborne preservatives wood in accordance with American Wood Protection Association specification AWPA U1. Members shall be clearly labeled. Modifed treated members (ripped or end cut) shall be field treated in accordance with specification AWPA M4. WOOD (Continued): 6.8 Timber Connectors and Proprietary Fasteners shall be "Strong -Tie" by Simpson Company, as specified in their current catalog. Provide number and size of fasteners as specified by manufacturer. Connectors shall be installed in accordance with the manufacturer's instructions. Where connector straps connect two members, center strap on joint and provide number and size of fasteners as specified by manufacturer, with equal number and size of fasteners in each member. Alternate hardware manufacturer substitutions, such as USP Connectors, shall be ICC approval for equal or greater load capacities. All joist hangers and other hardware shall be compatible in size with specified framing members. See Hanger Conversion Table for pre -approved substitutions. Timber Connectors and their fasteners shall be protected from corrosion in accordance with manufacturer's recommendations or ASTM A 653, Type G185. 6.9 Dowel -Type Fasteners (Bolts, Lag Screws, Wood Screws and Nails) shall conform to Sections 11 and 12 of the ANSI/AWC NDS-2018. Dowel Type Fastener Grade Requirements at Exterior Use or Installation when in Contact w/ Treated Lumber Bolts ASTM A307 ASTM B 695, Class 55 Galvanized ANSI/AWC NDS-2018 Section 12.1.3 or Stainless Steel Hole = Bolt O + (1/32" to 1/16") Washer @Bolt Head and @Nut All-Thread/Threaded Rod ASTM F1554 ASTM B 695, Class 55 Galvanized ANSI/AWC NDS-2018 Section 12.1.3 or Stainless Steel Hole =Rod Q1 + (1/32" to 1/16") Washer @Each Nut Lag Screws ASTM A307 ASTM A 153 Galvanized ANSI/AWC NDS-2018 Section 12.1.4 or Stainless Steel Lead Hole = 0.5 x Shank O; Shank Hole =Shank O Washer @Lag Head Wood Screws ASTM A 153 Galvanized ANSI/AWC NDS-2018 Section 12.1.5 or Stainless Steel Pilot Hole = 0.75 x Root 0 (Unless Self -Boring) Nails ASTM F1667 ASTM A 153 Galvanized ANSI/AWC NDS-2018 Section 12.1.E or Stainless Steel Avoid Overdriving or Underdriving; Avoid Wood Splitting Toenails 30°, 1/3 Nail Length from Joint Nails specified on the drawings shall be as follows: Nail Use Penny Weight Grade Framing Nails 12d Box 0.131 "O x 3%4" Sheathing Nails 8d Common 0.131"!tD x 2%2" O O r W CV r �O �� O� � � �_ o tQ � o U W � Z W - U� � �� u. � w U d a a J J wJ Q„ w = �_ O~ mm N rn r v� � N �rt� �� � a W 'a W ° �q~ �^� yam W c x �. � T�q. 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 ICC ES ESR-1539. Coordinate the location Mechanical Architectural Drawings. 7 �MM� Z or size and of all openings with and W B. Wall Framing: Stud wall size and spacing shall be in accordance with the plan notes. Two studs minimum shall be provided at the ends of all walls, at O each side of all openings, and at the ends of all beams and headers. All stud bearing walls on wood framing shall have their lower wood plates attached framing below P1-6 ' ^ (JJ to or concrete per 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 r , �/ headers or beams with metal joist hangers in accordance with notes above. F. Roof and floor sheathing shall be laid up with grain perpendicular to supports and nailed per plan notes. Allow 1/8" spacing at all panel edges and ends � J of floor and roof sheathing. Provide approved panel edge clips centered between joists/trusses at unblocked roof sheathing edges. All floor sheathing edges shall have approved tongue -and -groove joints. Toenail blocking to supports with framing nails @ 12"oc. At blocked floor and roof diaphragms, w provide flat 2x blocking at all unframed panel edges and nail with edge nailing specified. ^ Q QUALITY ASSURANCE: 7.1 Special Inspection shall be in accordance with IBC Section 1704.2. Standard inspections shall be in accordance with IBC Section 110. V J Q U 7.2 Structural Observation in accordance with IBC Section 1704.E is not required. RESUB � ^ May 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT V J O x J z X Q X J Q X .. w N z z � O w � U �U � �� V J J Q H H m �_ w o_ N w o � N � O w S01 SIMPSON /USP COMMONLY USED CONNECTIONS: CROSS REFERENCE TABLE TYPE SIMPSON STRONG -TIE USP STRUCTURAL CONNECTORS -- PRODUCT# PRODUCT# HOEDOWN HDU2-SDS2.5 PHD2A HOEDOWN HDU4-SDS2.5 PHD4A HOEDOWN HDU5-SDS2.5 PHD5A HOEDOWN HDU8-SDS2.5 PHD8 HOEDOWN STHD14 STAD14 HOEDOWN STHD14RJ STAD14RJ HOEDOWN DTT1Z LTS19-TZ w/ 1 "x1 "x%4' PLATE WASHER (TO ACCOMMODATE%' LAG SCREW) STRAP MST48 KST248 STRAP ST2215 KST216 STRAP ST6224 KST224 STRAP CS16 RS150 STRAP MASA/MASAP FA4 STRAP CMSTC16 CMSTC16 TIES LGT2 LUGT2 TIES LTP4 MP4F TIES LTP5 MP6F TIES A34 MP34 TIES A35 MPA1 TIES H1 RT15 TIES H2.5 RT7 TIES H2.5A RT7A POST CAP LCE4 PBES74 POST CAP EPC44 EPCM44 POST CAP EPC66 EPCM66 POST CAP CCQ-SDS2.5 KCCQ POST CAP ECCQ-SDS2.5 KECCQ POST CAP AC4 PBS74 POST CAP AC6 PBS66 POST BASE PB44 / 66 WE44 / 66 POST BASE ABU44 PAU44 POST BASE ABU66 PAU66 POST BASE ABA66 PA66E DRAG STRUT HTS30C HTW30C DRAG STRUT HTS30 HTW30 DRAG STRUT DSC5 DSC4 HANGER LUS JUS HANGER IUS THE HANGER ITT THO HANGER HU/HUC HD/HDIF HANGER MIU THE HANGER HUS HUS POST PER PL. POST BASE P wl %"Q1 ALL-Tf w/SET EPDX` EMBED 4" REINF. PER P 5 19 14 0 _INTH w/ (3)#4 VERT STIES @ 12"oc JG PER PLAN TOP PLATE PER 18/S06 CRIPPLE STUDS NOT REQ'D IF I LESS THAN 24" � I I I I HEADER PER PLAN 2x HEADER @OPENING W/(2) 12d TOENAILS EA. END 12d @ 6"oc (FACE NAIL PER 1/S06 @SHEAR WALLS) TOP CHORD SPLICE BOTTOM CHORD SPLICE 4'-0" MIN. BETWEEN SPLICE LOCATE SPLICE @CENTERLINE OF VERT. STUD, TYP. STUDS PER PLAN FASTENED TOGETHER W/12d @ 6"oc [(1)2x U.O.N.] SHEAR WALL SCHEDULE (IN ACCORDANCE w/ANSI/AF&PA SDPWS-2015 SECTION 4.3) Updated 1/20/2021 MINIMUM WIDTH OF NAILED PANEL FACE OF FRAMING @ ANCHORAGE TO CONCRETE SEISMIC WIND WALL SHEATHING EDGE ADJOINING PANEL EDGES O MUDSILL FACE NAILING FRAMING CLIPS © CAPACITY CAPACITY TYPE NAILING PLATE ® Q5 h/b = 2 h/b = 2 O SINGLE BUILT-UP ANCHOR BOLTS MUDSILL ANCHORS h/b = 3.5 h/b = 3.5 MEMBER MEMBER P1-6 1 SIDE 6" oc 2x 2x 2x 6" oc A35 @ 27" oc or e / QJ @ 60" oc MASAP @ 52" oc 240-p1f 240-p1f LTP4 @ 27" oc 194-p1f 194-p1f A35 @ 18" oc 350-p1f 350-p1f P1-4 1 SIDE 4" oc 2x 2x 2x 4" oc or 5 / O @ 46" oc MASAP @ 36" oc 284-p1f 284-p1f LTP4 @ 18" oc P1-3 1 SIDE 3" oc 3x (2)2x 2x 3" oc A35 @ 14" oc or 5 / O @ 36" oc MASAP @ 28" oc 450-p1f 450-p1f LTP4 @ 14" oc 366-p1f 366-p1f A35 @ 7%" oc P1-2 1 SIDE 2" oc 3x (2)2x 2x 2" oc or a / O @ 20" oc MASAP @ 18" oc 590-p1f 820-p1f 1 LTP4 @ 7/Z" oc 478-p1f 669-p1f A35 @ 18" oc 700-p1f 700-p1f P2-4 2 SIDES 4"oc 3x (2)2x 3x (2) Rows, 4" oc and 5 / PJ @ 28" oc MASAP @ 15" oc 568-p1f 568-p1f LTP4 @ 18" oc A35 @ 14" oc 900-p1f 900-p1f P2-3 2 SIDES 3" oc 3x (2)2x 3x (2) Rows, 3" oc and 5 / O @ 22" oc MASAP @ 11" oc 733-p1f 733-p1f LTP4 @ 14" oc P2-2 2 SIDES 2" oc 3x (2)2x 3x (2) Rows, 2" oc A35 @ 8" oc and e / O @ 12" oc MASAP @ 7" oc 1180-p1f 1640-p1f LTP4 @ 8" oc g57-plf 1338-p1f SHEAR WALL SCHEDULE NOTES (SECTION 4.3.7.1.1) CRIPPLE STUDS TO %s" OSB or �%2' PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES. MINIMUM PANEL SPAN RATING OF (24/0). PANELS SHALL NOT BE LESS THAN 4'x8', EXCEPT MATCH WALL STUDS AT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. �2 (SECTION 4.3.7.1.2. &SECTION 4.3.7.1.3) PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc. MAXIMUM STUD SPACING SHALL BE 16"oc. SHEATHING NAILS SHALL BE 0.131"O x 2%2'. PLYWOOD EDGE NAILING SHALL BE STAGGERED. NAILS SHALL BE LOCATED AT LEAST %" FROM THE PANEL EDGES. ADD'L FULL I HEIGHT STUD 13 I --- IIIZTIT � _ �-71ZT1T1ZT0 r — --- — ------------------ ----- I i I �°I ALT.oSTRAP LOCATION I HEADER PER PLAN I I II III o I I PANEL EDGE NAILING I I o FULL HEIGHT o I I CS16x36" STRAPS @ I I � � WINDOW CORNERS I / (APPLY OVER SHEATHING) I I------------------------JII II 2x4 FLAT BLOCKING BEHIND STRAP /�� MIN )IATE NAILING (12" oc) PANEL EDGE NAILING PER SCHEDULE (STAGGERED) O3 (SECTION 4.3.7.1.4) THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. SINGLE MEMBER �� PER03 STUD, PLATE, BLOCKING, RIM, OR OTHER FRAMING MEMBER BUILT-UP MEMBER PER03 �i� ADJOINING PANEL EDGES STUD, PLATE, BLOCKING, RIB" OR OTHER FRAMING MEMBE (FLATWISE) PER�3 ADJOINING PANEL EDGES LADJOINING PANEL EDGES) ® FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1%". FRAMING NAILS SHALL BE 0.131"Q1 x 3%4". 0.131"O x 3" NAILS MAY BE USED WHEN STITCHING TOGETHER (2)2x MEMBERS WITH NO SPACERS. AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED, FRAMING CLIPS SHALL BE USED TO FASTEN BUILT-UP MEMBERS. USE 0.131"fD x 2%2" NAILS AT LTP4 CLIP WHEN INSTALLED OVER�2' SHEATHING. 02 � �O �O PANEL EDGE NAILING STRAP HOLD DOWN PER PER SHEAR WALL SCHEDULE Q PLAN (WHERE OCCURS) LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION FACE NAILING PER SHEAR WALL SCHEDULE © (SECTION 4.3.6.4.3) ANCHOR BOLTS EMBEDMENT SHALL BE 7", U.O.N. ALL ANCHORS SHALL HAVE 3" x 3" x 0.229" PLATE WASHERS. PLATE WASHER SHALL EXTEND TO WITHIN %2' OF THE °' EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. IF SHEATHING IS ON BOTH SIDES OF THE WALL, STAGGER THE ANCHOR BOLTS, AS REQUIRED, SO THAT Fx — HALF OF THE PLATE WASHERS ARE WITHIN %2" OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE. HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. PANEL EDGE NAILING � HOLD DOWN AND ADD'L PER SHEAR WALL STUD PER PLAN SCHEDULE (WHERE OCCURS) FACE NAILING PER STUDS PER PLAN SHEAR WALL SCHEDULE PANEL EDGE NAIL PER SHEAR WALL SCHEDULE STUDS PER PLAN KHF' I"IULU UUVVIV F'tK .AN (WHERE OCCURS) SCE NAILING PER 1EAR WALL SCHEDULE )LD DOWN AND ADD'L 'UD PER PLAN (HERE OCCURS) UDS PER PLAN 3"x3"x0.229" PLATE WASHERS ANCHOR BOLT OPTION %" MAX 1 _ CONCRETE STEM WALL PER PLAN P.T. MUDSILL © (ANCHOR BOLT OPTION) MUDSILL ANCHOR OPTION CONCRETE STEM WALL PER PLAN P.T. MUDSILL © (MUDSILL ANCHOR OPTION) 3� 1 O 0 W CV r �O to � c �0 U1 � ° U W u Z W — U � 0 � (=i) u. � w U d a a J J wJ Q. w = �_ O~ m m N 6� r S T. of M�� W �� �./ �� U Z nw 1�..^� V J N O N W ��� zN ��� �� 0 W o W �5� � �o� � P3 a .. o W � i RESUE May 08 202 CITY OF EDMONDS DEVELOPMENT SERVI( DEPARTMENT Q w 0 J H H m �_ w a CV W O � N � O if u Z O W J W U X X X X X X z �_ U_ 0 �_ S06 ADJUST STUD FRAMING �AS REQUIRED II II II II II it II MUDSILL PER PLAN LOCATE VENTS BETWEEN TOP & BO- TRUSSES & 1'-0" MIN. FROM o BOARD PE HOEDOWNS &POINT LOADS d "- ° � a ° ° ° d � ° ° a a ° a ° ° d ° a c aC ° ad o ° ° d° e a ° ° ° ° d° e o ad a' °< ° e ° ° ° e � d e d� d FOOTINGS AND STEM WALLS PER PLAN POST PER PLAN SLAB -ON -GRADE PER PLAN . : • . P � n . 1 ^. I III IIIiTiIII .. .� P �T. RIM R PLAN POST BASE PER PLAN W/ ALL -THREAD (SIZE PER MFR) AND 2%" SIMPSON SET EPDXY EMBED (NO SPECIAL INSPECTION REO'D) STEM WALL AND FOOTING PER 1/S07 15 SIZE REINFORCING CALLOUT REFERENCE 18 18" sq x 12" thick NO REINF. - 24 24" sq x 12" thick (2) #4 EA. WAY BOTTOM 30 30" sq x 12" thick (3) #4 EA. WAY BOTTOM 36 36" sq x 12" thick (4) #4 EA. WAY BOTTOM 42 42" sq x 12" thick (5) #4 EA. WAY BOTTOM 5 3'-0" MIN. ,D (1)#4 x 36" DIAGONAL X Q 0 NORMAL FOOTING REINFORCING 12d @ 6"oc BOTTOM PLATE NAILING DIAPHRAGM BOUNDARY NAILING SHEATHING PER PLAN � STRONGBACKS PER TRUSS MFR TRUSSES PER PLAN ° a —_ I � I a s 15�g" VERSA -LAM / 1Ya" LSL - BLOCKING WHERE BEARING WALL OCCURS BEAM PER PLAN 1x4 x 12" EA. SIDE w/ (4) 12d EA. MEMBER MAB15, POST TO FOOTING - U.O.N ON PLAN (ALT: A34 CLIP EA. SIDE W/ 0.131"fti x 2" MIN. CONC. NAILS TO FTG) REINF. PER PLAN � Tno orinir oro 19 .1 LNORMAL FOOTING REINFORCING ADD'L BARS TO MATCH NORMAL REINFORCING NE OF EXCAVATION STEP IN FOOTING 14 SHEATHING PER 1/S06 (CONTINUOUS TO MUDSILL) � SHEAR WALL EDGE NAILING IIII����I- P.T. 2x6 MUDSILL PER 1/S07 STEM WALL &FOOTING PER 1/S07 BEARING WALL (WHERE OCCURS) POST PER PLAN (2) LAYERS BLDG PAPER BTWN POST AND CONC. FOOTING PER PLAN �J CONT. TOP PLATE PER 18/S06 ° ° ° ° o ° ° ° ° ° ° -_o _o =o _o _o _o _o��o _o _o _o i� i�i PANEL EDGE l°l I I I I u II NAILING I I I° I l I i I ° I I l°l �� -- o o -° - ---° -�--'° PANEL EDGE NAILING FULL HEIGHT ° (HALF EA. STUD) T— I I — -- — — ° HEADER PER PLAN l oI l°l l o ° (EXTEND TO CORNER) ° ° PER PLAN ° ° ° ((2)2x MIN.) ° (2)2x ADD'L STUD z Q o J D_ HOLD DOWN PER PLAN � (APPLY OVER SHEATHING) a ANCHOR BOLTS PER 1/S06 PER PLAN P.T. 2x6 MUDSILL UNO .° 0 ° ° ° ° °. 0 Y Y #4 @ 16"oc, 8" STEMWALL UNO � O HORIZ 1%" TYP. #4 @ 16"oc, VERT FOOTING PER 1/S07 (HOOK AROUND � � FTG. REINF.) 12d @ 6"oc BOTTOM PLATE NAILING DIAPHRAGM BOUNDARY NAILING SHEATHING PER PLAN � la TRUSSES PER PLAN � THA422 STRAP HANGERS — w/ (2)0.162" x 3%Z" (16d) NAILS INTO FACE OF SILL PLATE & (4)0.148" x 1%" (10dx1%2") NAILS INTO TOP OF SILL PLATE - STRAIGHTEN SHEAR TABS & INCLUDE (6)0.148" x 3" (10d) NAILS INTO SIDE OF TRUSS 13 SHEATHING PER 1/S06 (CONTINUOUS TO MUDSILL) (2)2x STUD -NAIL SHEATHING TO EACH MEMBER w/ HALF OF SHEATHING NAILS II STRAP HOLD DOWN PER PLAN APPLIED OVER SHEATHING II ANCHOR BOLTS PER 1/S06 II *NO NAILS I STEM WALL PER FOUNDATION PLAN BOTTOM 2 l HOLES"' ------- '® ill i l 9 dQ d d0 Ia a a I° d d e d d C 1�2,. a � a d d d ---- C dQ d 4 � d c � d d p d G d d 2x STUD WALL PER PLAN (2) 2x6 PT MUDSILL SLAB -ON -GRADE PER PLAN - I ' . '�I III ���������_ ..°. . a 4 DIAPHRAGM BOUNDARY NAILING PROVIDE SQUASH BLK'G UNDER POSTS AND BUILT UP STUDS ABOVE (MATCH SIZE ABOVE) SHEATHING PER PLAN � V� � SHEAR WALL EDGE NAILING —m-1--------- ---------r _. II--- — -- ------ ---------� —' I P.T. 2x MUDSILL RIPPED TO MATCH I STEM WALL WIDTH W/ A.B.'S AND PLATE WASHERS PER 1/S06 - I STRONGBACKS PER I TRUSS MFRvll TRUSSES PER PLAN (2) LAYERS BUILDING PAPER END TRUSS w/ STUDS @ 16"oc ° BETWEEN TRUSS &CONCRETE WALL d STEM WALL &FOOTING - _I � I � ` PER 1/S07 SLAB -ON -GRADE PER ARCH'L DRIVEWAY PER ARCH'L d .1I I' III III"'III= COMPACT STRUCTURAL d a °D ° FILL � � , REINF. PER 1/S07 1'-3" E•� 4 3 2x STUD WALL PER PLAN MUDSILL PER 1/S07 — .� ;I�,I�,I�,I� ��,I�,I� Imo, 17 %$"O ALL -THREAD W/ PLATE WASHERS PER 1/S06 AND 2%" SIMPSON SET EPDXY EMBED (NO SPECIAL INSPECTION REO'D) STEM WALL AND FOOTING PER 1/S07 12 SHEATHING PER 1/S06 2x STUD WALL PER PLAN FACENAIL PER 1/S06 SHEAR WALL EDGE NAILING SHEAR WALL EDGE NAILING STEM WALL AND FOOTING PER 1/S07 SHEATHING PER 1/S06 PANEL EDGE NAILING STEM WALL AND FOOTING PER 1/S07 7 2 (2)2x STUD -NAIL SHEATHING TO EACH MEMBER w/ HALF OF SHEATHING NAILS STRAP HOLD DOWN PER PLAN APPLIED OVER SHEATHING II ANCHOR BOLTS PER 1/S06 STEM WALL PER FOUNDATION PLAN ------- ® ii I 9 '--P �! I 1 �2„ DIAPHRAGM BOUNDARY NAILING PROVIDE SQUASH BLK'G UNDER POSTS AND BUILT UP STUDS ABOVE (MATCH SIZE ABOVE) SHEATHING PER PLAN � TRUSSES PER PLAN � 2x4 RIM BOARD TOP &BOTTOM 2x6 P.T. PLATE W/ MUDSILL ANCHOR; PER 1/S06 2x6 P.T. PLATE w/ A.B.'s AND PLATE WASHERS PER 1/S06 #4, TOP (LOCATE IN TOP 12" OF STEMWALL) #4 @ 36"oc, VERT. HOOKED BAR #4 @ 24"oc HORIZ. (1)#4, BOTTOM 16 �(2)2x STUD -NAIL SHEATHING TO EACH MEMBER w/ HALF OF SHEATHING NAILS II STRAP HOLD DOWN PER PLAN APPLIED OVER SHEATHING II TsouD BLOCKING -tea �12" 0 I II I d v I I ll d I� la d dC d �J l I STEM WALL PER h FOUNDATION PLAN ANCHOR BOLTS PER 1/S06 -SHEATHING PER 1/S06 - 2x STUD WALL PER PLAN -12d @ 6"oc -SHEAR WALL EDGE NAILING �`—SPLICE SHEATHING AS REQUIRED I � SHEAR WALL EDGE NAILING Eli _ _ 11— a d STEM WALL AND FOOTING d PER 1/S07 ALT. MUDSILL ANCHOR 4'-0" MAX UNBALANCED l FILL I l —III—III � I I I— � ' I l l l i l l l l-1 1- Z_ J � _� C� 4�2" 6" 4�2" TYP. 1'-3" SEE 5/S10 WHEN UNBALANCED FILL > 4'-0" 1 �M\ Z W O //� r Q U � W Z J � o Q U RESU May 08 202 � CITY OF EDMONDS DEVELOPMENT SERVIC S DEPARTMENT X X J X Q z 1 O W ~ U Q 0 �_ J Q H H m �_ w a N w o � N w S07