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APPROVED BLD RESUB1 BLD2022-1731+Architectural_Plan+1.19.2023_9.49.28_AM+3322422All drawings and written material herein constitute the original and unpublished work of PRDG architecture + design, and the same may not be duplicated, used, or disclosed without the written consent of PRDG architecture + design, O 2022. SMITH RESIDENCE 821 SPRAGUE ST. EDMONDS, WA 98020 PARCEL N0. 00434208103300 PERMIT #BLD2022-1731 I ISSUED TBD 01/18/2023 REV. #1 PERMIT SET ABBREVIATIONS A R AB ANCHOR BOLT DMPF DAMPPROOFING GC GENERAL CONTRACT(OR) MDF MEDIUM DENSITY FIBERBOARD (R) RELOCATED TOP TOP OF PAVEMENT AC AIR CONDITIONING DMT DEMOUNTABLE GFRC GLASS FIBER REINFORCED MDO MEDIUM DENSITY OVERLAY R RISER; RADIUS TOS TOP OF SLAB; TOP OF ACC/ACCESS ACCESSIBLE DN DOWN CONCRETE PLYWOOD RA RETURN AIR STRUCTURE ACOUS ACOUSTICAL DO DOOR OPENING GFRG GLASS FIBER REINFORCED MECH MECHANICAL RB RESILIENT BASE TOW TOP OF WALL AD AREA DRAIN DP DIMENSION POINT GYPSUM MEMB MEMBRANE RCP REFLECTED CEILING PLAN TPD TOILET PAPER DISPENSER ADD ADDITIONAL DPTN DEMOUNTABLE PARTITION GL GLASS MEP MECHANICAL, ELECTRICAL, RD ROOF DRAIN TPH TOILET PAPER HOLDER ADJ ADJUSTABLE DR DOOR GLU-LAM GLUE LAMINATED WOOD PLUMBING REBAR REINFORCING BAR TRACT TRACTION ADJA ADJACENT DRN DRAIN GND GROUND MET METAL RECOM RECOMMENDED TRAN TRANSITION AF ACCESS FLOORING (RAISED) DS DOWNSPOUT GR GRADE MEZZ MEZZANINE RECEPT RECEPTACLE TRD TREAD AFF ABOVE FINISHED FLOOR DSP DRY STAND PIPE GYP GYPSUM MFR MANUFACTURER REC RECESSED TS TOWEL SHELF AGGR AGGREGATE DW DISHWASHER GYP BD GYPSUM BOARD MH MANHOLE REF REFERENCE TV TELEVISION AL ALUMINUM DWG DRAWING MIN MINIMUM REFL REFLECTED; REFLECTIVE; TW TOP OF WALL ALT ALTER; ALTERNATE DWR DRAWER H MIR MIRROR REFLECT TYP TYPICAL ANCH ANCHOR MISC MISCELLANEOUS REFR REFRIGERATOR ANOD ANODIZED E H HIGH/HEIGHT MLDG MOLDING REG REGISTER U AP ACCESS PANEL HB HOSE BIB MM MILLIMETER REINF REINFORCED; REINFORCING UC UNDERCUT APC ACOUSTICAL PANEL CEILING (E) EXISTING HC HOLLOW CORE MO MASONRY OPENING REL RELOCATE UL UNDERWRITERS LABORATORY APPD APPROVED E EAST HCP HANDICAPPED MOD MODULAR REM REMOVABLE UNF UNFINISHED APPROX APPROXIMATE EA EACH HDW HARDWARE MR MOISTURE RESISTANT REQ REQUIRE; REQUIRED LINO UNLESS NOTED OTHERWISE ARCH ARCHITECTURAL EB EXPANSION BOLT HDWD HARDWOOD MS MACHINE SCREW RESIL RESILIENT UON UNLESS OTHERWISE NOTED ATC AUTOMATIC EC ELASTOMERIC COATING; HS HEAT STRENGTHENED (GLASS) MTD MOUNTED REV REVISION; REVISED UR URINAL AV AUDIO VISUAL EXPOSED CONSTRUCTION HIM HOLLOW METAL MTG MOUNTING RGH ROUGH EFS EXTERIOR FINISH SYSTEM (STEEL FRAME) MTL METAL RH RIGHT HAND; ROBE HOOK B EG EGRESS HNDRL HANDRAIL MUL MULLION RM ROOM V BD BOARD EIFS EXTERIOR INSULATION AND HO HOLD -OPEN MUN MUNTIN RND ROUND VAC VENTILATION AND AIR BLDG BUILDING FINISH SYSTEM HORZL HORIZONTAL RO ROUGH OPENING CONDITIONING BLK BLOCK EJ EXPANSION JOINT HPT HIGH POINT N RTD RATED VCT VINYL COMPOSITION TILE BLKG BLOCKING EL ELEVATION HR HOUR RTG RATING VERT VERTICAL BM BEAM ELAS ELASTOMERIC HRC HOSE REEL CABINET N NORTH RWC RAIN WATER CONDUCTOR VEST VESTIBULE BO BOTTOM OF ELEC ELECTRICAL HS HAND SINK NA NOT APPLICABLE RWL RAIN WATER LEADER VIF VERIFY IN FIELD BOH BACK OF HOUSE ELEV ELEVATOR HT HEIGHT NC NOISE CRITERIA VOL VOLUME BOT BOTTOM EMER EMERGENCY HVAC HEATING, VENTILATING, AIR NIC NOT IN CONTRACT S VP VENEER PLASTER BR BEDROOM ENCL ENCLOSURE CONDITIONING NO NUMBER — VR VAPOR RETARDER BRG BEARING EOS EDGE OF SLAB HW HOT WATER NOM NOMINAL S SOUTH VT VINYL TILE BRK BRICK EP ELECTRICAL PANELBOARD HYDR HYDRAULIC NTS NOT TO SCALE SA SUPPLY AIR VTR VENT THROUGH ROOF BRKT BRACKET EQ EQUAL SAN SANITARY VWC VINYL WALL COVERING BS BOTH SIDES EQPM EQUIPMENT I O SC SOLID CORE BSMT BASEMENT ESCAL ESCALATOR - ID INSIDE DIAMETER (DIMENSION) OA OVERALL SCD SEAT COVER DISPENSER BTWN BETWEEN EW EACH WAY IN INCH OBS OBSCURE SCHED SCHEDULE W BUR BUILT-UP ROOFING EWC ELECTRICAL WATER COOLER INCAND INCANDESCENT OC ON CENTER SCP SCUPPER W/ WITH EXH EXHAUST INCL INCLUSIVE; INCLUDED; OCEW ON CENTER EACH WAY SCR SCREEN W/0 WITHOUT C EXP EXPANSION INCLUDING OD OUTSIDE DIAMETER; SD STORM DRAIN; SMOKE W WASHER; WIDE; WIDTH; WEST EXPO EXPOSED INFO INFORMATION DIMENSION DETECTOR; SOAP DISPENSER WC WATER CLOSET; WALL CAB CABINET EX EXISTING INSUL INSULATION OFCI OWNER FURNISHED, SECT SECTION COVERING CAT CATEGORY EXT EXTERIOR INT INTERIOR CONTRACTOR INSTALLED SF SQUARE FEET; FOOT WD WOOD CB CATCH BASIN INTEG INTEGRATED OFD OVER FLOW DRAIN SG SAFETY GLASS WDS WOOD SCREW CBU CEMENTITIOUS BACKER UNIT F INTERIM INTERMEDIATE OFF OFFICE SH SPRINKLER HEAD WDW WINDOW CEM CEM PLAS CEMENT CEMENT PLASTER F FEMALE INV INVERT OFOI OWNER FURNISHER, OWNER SHT SHEET WGL WIRE GLASS CER CERAMIC FA FIRE ALARM IPS INTERNATIONAL PIPE INSTALLED SHTG SHEATHING WH WATER HEATER CFCI CONTRACTOR FURNISHED, FAB FABRICATE STANDARD OH OVERHEAD SHR SHOWER WO WHERE OCCURS CONTRACTOR INSTALLED FB FLAT BAR IRMA INVERTED ROOF MEMBRANE OPH OPPOSITE HAND SIM SIMILAR WP WATERPROOFING CG CORNER GUARD FCU FAN COIL UNIT ASSEMBLY OPNG OPENING SL SLOPE WPM WATERPROOFING MEMBRANE CH CHILLER FD FLOOR DRAIN OPP OPPOSITE SLDG SLIDING WPT WORK POINT FDC FIRE DEPARTMENT OPR OPERABLE SLNT SEALANT WR WATER RESISTANT; REPELLANT CHAN CHANNEL CONNECTION J ORD OVERFLOW ROOF DRAIN SM SHEET METAL; SQUARE METER WS WEATHER STRIPPING CI CAST IRON FDN FOUNDATION JAL JALOUSIE OVDH OVERHEAD SND SANITARY NAPKIN DISPENSER WSCT WAINSCOT CIP CAST -IN -PLACE FE FIRE EXTINGUISHER JAN JANITOR SDR SANITARY NAPKIN WSP WET STAND PIPE CJ CONTROL JOINT; FEC FIRE EXTINGUISHER CABINET JB JUNCTION BOX P RECEPTACLE WT WEIGHT CONSTRUCTION JOINT FF FINISH FLOOR JC JANITOR'S CLOSET P PAINT SP STANDPIPE WW WALL TO WALL CL CLG CENTER LINE CEILING FF&E FURNITURE, FINISHES & JST JOIST PA PUBLIC ADDRESS SYSTEM SPEC SPECIFICATION WWF WELDED FIBER FABRIC CLO CLOSET EQUIPMENT JT JOINT PARTN PARTITION SPKR SPEAKER CLR CLEAR FFEL FINISH FLOOR ELEVATION PASS PASSAGE SQ SQUARE CMU CONCRETE MASONRY UNIT FH FLAT HEAD K PATD PAPER TOWEL DISPENSER SSE STRUCTURAL SLAB ELEVATION CNTR COUNTER FHC FIRE HOSE CABINET _ K KIP (1000 LBF) PAV PAVING SS STAINLESS STEEL CO CASED OPENING; CLEANOUT FIN FINISH KID KNOCK DOWN PBD PARTICLEBOARD SSK STA SERVICE SINK STATION COL COLUMN FIXT FIXTURE KIT KITCHEN PC PRECAST CONCRETE STD STANDARD COMP COMPARTMENT FL FLOOR KPL KICK PLATE PD PLANTER DRAIN STL STEEL CONC CONCRETE FLASH FLASHING KG KILOGRAM PDF POWER DRIVER FASTENER STL JST STEEL JOIST COND CONDITION FLDG FOLDING KO KNOCKOUT PERF PERFORATED STOR STORAGE CONN CONNECTION FLG FLUOR FLOORING FLUORESCENT PERIM PERIMETER STRG STRINGER CONSTR CONSTRUCTION FO FACE OF L PERP PERPENDICULAR STRL STRUCTURAL CONT CONTINUOUS FOC FACE OF CONCRETE L LONG OR LITER PH PENTHOUSE STRUCT STRUCTURAL CONTR CONTRACTOR FOF FACE OF FINISH (L) LITER (METRIC DOCS) PI POINT OF INTERSECTION STRUCT SUBCATEGORY COORD COORDINATE FOM FACE OF MASONRY LAB LABORATORY PL PLATE; PROPERTY LINE SURR SURROUND CORR CORRIDOR FOS FACE OF STUDS; SALB; LAM LAMINATE; LAMINATION PLAM PLASTIC LAMINATE SUSP SUSPENDED CPT CARPET STRUCTURE LAV LAVATORY PLAS PLASTER SVC SERVICE CRM CONCRETE RUBBLE MASONRY FOW FACE OF WALL LB POUND PLBG PLUMBING SW SWITCH CT CERAMIC TILE; FP FIRE PROTECTION LDG LANDING PLF POUNDS PER LINEAR FOOT SYM SYMMETRICAL COOLING TOWER FPG FIREPROOFING LF LINEAR FOOT PLYWD PLYWOOD SYS SYSTEM CTR CENTER LH LEFT HAND PNL PANEL CTSK COUNTERSUNK FIR FRAME LKR LOCKER POL POLISHED CULT CULTURED FRP FIBERGLASS REINFORCED LLH LONG LEG HORIZONTAL PR PAIR T — CW COLD WATER (PIPING) POLYESTER LLV LONG LEG VERTICAL PRCST PRECAST T TREAD; THERMOSTAT FRT FIRE RETARDANT TREATED LN LINE PREFAB PREFABRICATED T&G TONGUE & GROOVE D FRTW FIRE RETARDANT TREATED LPT LOW POINT PROJ PROJECT TB TOWEL BAR D DEEP; DEPTH; DRYER FRZ WOOD FREEZER LR LIVING ROOM PROP PROPERTY TBB TILE BACKER BOARD DA DOUBLE ACTING FS FLOOR SINK LT LIGHT PSF POUNDS PER SQUARE FOOT TC TOP OF CURB DBL DOUBLE FT FOOT; FEET LVR LOUVER PT PTD POINT; PAINT PAPER TOWEL DISPENSER; TD TEL TRENCH DRAIN TELEPHONE; TELECOM DID DECK DRAIN FTD FACIAL TISSUE DISPENSER M PAINTED TEMP TEMPORARY; TEMPERATURE DEG DEGREE FTG FOOTING PTDR PAPER TOWEL DISPENSER & TER TERRAZZO DEMO DEMOLITION FURN FURNITURE M MALE; METER WASTE RECEPTACLE TGB TOGGLE BOLT DEPT DEPARTMENT FURR FURRING; FURRED MACH MACHINE PTN PARTITION THK THICK; THICKNESS DET DETAIL FLIT FUTURE MAINT MAINTENANCE PTR PAPER TOWEL RECEPTACLE THRES THRESHOLD DF DRINKING FOUNTAIN FWC FABRIC WALLCOVERING MAS MASONRY PVC POLYVINYL CHLORIDE THRU THROUGH DIA DIAMETER FWP FABRIC WRAPPED PANE MATL MATERIAL PVMT PAVEMENT TKBD TACK BOARD DIAG DIAGONAL MAX MAXIMUM PD TEMPERED DIFF DIFFUSER G MB MACHINE BOLT Q TO TOP OF DIM DIMENSION — GA GAGE MBR MASTER BED ROOM TOC TOP OF CURB; TOP OF DIS DISABLED GALV GALVANIZED MC MEDICINE CABINET QT QUARRY TILE CONCRETE DISP DISPENSER QTY QUANTITY SYMBOLS O WINDOW NUMBER, REFER TO SCHEDULE SG SAFETY GLASS 0 DOOR TAG PARTITION - PARTITION TYPE TYPE DWG N0. 1 SHEET NO. Az.o ELEVATION KEY DWG N0. 1 SHEET NO. Az.1 SECTION KEY 1 A2.1 BLOW-UP DETAIL RM. NAME - MASTER BATHROOM B ROOM TAG ROOM NO. 05 4 DWG NO. s 1 ELEVATION KEY SHEET NO. —A3.2 z WH WATER HEATER THERMOSTAT OCOMBINATION SMOKE & CARBON S MONOXIDE DETECTOR: INTERCONNECTED & HARD -WIRED W/ BATTERY BACKUP, TYP. .� FLOORING MATERIAL T TRANSITION y HOSE BIB DENOTES EXHAUST FAN, THE EXHAUSE AIR SHALL VENT DIRECTLY TO THE EXTERIOR OF THE BUILDING PER M1501.1 NAD M 1506.2 O DENOTES NEW INVERTER DRIVEN DUCTLESS MINI -SPLIT HEAT PUMP O DENOTES MINI -SPLIT AC UNIT DENOTES CONTINUOUS WHOLE HOUSE FAN, MIN. 75 CFM PER IRC TABLE M1507.3.3(1) KEY NOTE CALLOUT PROJECT DESCRIPTION PROPERTY ADDRESS: 821 SPRAGUE ST. EDMONDS, WA 98020 PARCEL #: 00434208103300 PROJECT CONSISTS OF INTERIOR RENOVATIONS TO EXISTING SFR WITH EXTERIOR WINDOW REPLACEMENTS. DRAWING INDEX G0.01 COVER SHEET ARCHITECTURAL A1.00 PROJECT INFO & SITE PLAN A2.00 FIRST FLOOR DEMO PLAN A2.01 PROPOSED FIRST FLOOR PLAN A2.02 SECOND FLOOR DEMO PLAN A2.03 PROPOSED SECOND FLOOR PLAN A2.04 THIRD FLOOR DEMO PLAN A2.05 PROPOSED THIRD FLOOR PLAN A2.06 EXISTING/PROPOSED ROOF PLAN A3.00 ELEVATIONS A3.01 ELEVATIONS A4.00 SECTION S1 STRUCTURAL NOTES AND DETAILS S2 STRUCTURAL DETAILS S3 STRUCTURAL DETAILS S4 FOUNDATION PLAN S5 FIRST FLOOR FRAMING PLAN S6 SECOND FLOOR FRAMING PLAN S7 ROOF FRAMING PLAN PROD architecture + design P.O. Box 16328 Seattle, WA 98116 t:888.400.9063 X 101 w w w. p r d g. n e t 2022.12.20 PERMIT 2023.01.18 REVISION #1 104�J9 IREGISTERED aRCriITECT STATE OF'r',IaSHINGTON COVER SHEET & DRAWING LIST 821 SPRAGUE ST., EDMONDS, WA 98020 SMITH RESIDENCE GO.01 All drawings and written material herein constitute the original and unpublished work of PRDG architecture + design, and the same may not be duplicated, used, or disclosed without the written consent of PRDG architecture + design, © 2022. SMITH RESIDENCE 821 SPRAGUE STREET, EDMONDS, WA 98020 SCOPE OF WORK: GENERAL REMODEL TO EXTG SFR ZONING INFORMATION: PARCEL #: 434208103300 LEGAL DESCRIPTION: CITY OF EDMONDS BILK 081 D-00 LOTS 33 & 34 ZONING MAP: SW-24-03-27 LOT AREA: 0.15 ACRES (6,534 SF) BASE ZONE: RS-6 STRUCTURE HEIGHT & YARDS: BASE HEIGHT ALLOWED: 25-0" PROPOSED: 21'-2 2" EXTG FRONT YARD: SETBACK REQUIRED: 20'-0" PROPOSED: 23'-2" EXTG SIDE YARDS: SETBACK REQUIRED: 5'-01, PROPOSED: 5-8" EXTG, 25'-1" EXTG REAR YARD: SETBACK REQUIRED: 15'-01, PROPOSED: 15-11 2" EXTG PLAN SITE PLAN PARKING: 2 SPACES REQUIRED PROPOSED: 2 EXTG BUILDING AREA INFO: LOT AREA 6,534 SF BASEMENT FLOOR LIVING (GROSS): 969 SF 1 ST FLOOR LIVING (GROSS): 969 SF 2ND FLOOR LIVING (GROSS): 1,649 SF GARAGE (NON -LIVING): 593 SF TOTAL LIVING 3,587 SF TOTAL INCL. NON -LIVING: 4,180 SF EXTG LOT COVERAGE: MAX LOT COVERAGE: 35% OF ENTIRE LOT AREA: 6,534 SF X 0.35 = 2,287 SF ALLOWED TOTAL: 2,285 EXTG SF < 2,287 SF ALLOWED = OK EXTG IMPERVIOUS SURFACE TOTAL: 2,916 IMPERVIOUS SURFACE SF GLAZING TO FLOOR AREA PERCENTAGE: FLOOR AREA: 4,180 SF GLAZING AREA: 751 SF 751SF/4,180 SF = 18% APPLICABLE CODES: BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE RESIDENTIAL CODE: 2018 INTERNATIONAL RESIDENTIAL CODE ENERGY CODE: 2018 INTERNATIONAL ENERGY CODE ELECTRICAL CODE: 2018 NATIONAL ELECTRICAL CODE PLUMBING: 2018 INTERNATIONAL PLUMBING CODE MECHANICAL CODE: 2018 INTERNATIONAL MECHANICAL CODE FIRE CODE: 2018 INTERNATIONAL FIRE CODE PROJECT TEAM: OWNER: ARCHITECT: BARBARA+ RYAN SMITH PRDG, PC 821 SPRAGUE STREET EDMONDS, WA 98020 T: (339) 227-9835 E: rsmith@treystaps.com STRUCTURAL ENGINEER: TSE ENGINEERING 12810 NE 178TH ST STE. 218 WOODINVILLE, WA T: (425) 481-6601 E: keith@tse-aep.com GUSTAVO A. PENENGO, RA P.O. BOX 16328 SEATTLE, WA 98116 T:(888)400-9063x101 E: gapenengo@prdg.net DRAWING LIST: ENERGY CODE COMPLIANCE: A1.00 PROJECT INFO & SITEPLAN ALL EXPOSED 3X6 WALL CAVITIES TO BE INSULATED WITH MIN. R-21 gth Ave N A2.00 FIRST FLOOR DEMO PLAN INSULATION Black Labs Technologies Glen St A2.01 PROPOSED FIRST FLOOR PLAN ALL EXPOSED 2X4 WALL CAVITIES TO BE INSULATED WITH MIN. R-15 A2.02 SECOND FLOOR DEMO PLAN INSULATION A2.03 PROPOSED SECOND FLOOR PLAN ALL REPLACED/NEW WINDOWS AND DOORS MUST HAVE A WEIGHTED D A2.04 THIRD FLOOR DEMO PLAN AVERAGE U-FACTOR OF 0.30 OR LESS. s A2.05 PROPOSED THIRD FLOOR PLAN 90% OF ALL LAMPS TO BE HIGH -EFFICIENCY D A2.06 EXISTING/PROPOSED ROOF PLAN THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR A3.00 ELEVATIONS LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF WSEC SECTIONS Z A3.01 ELEVATIONS R402.4.1 THROUGH R402.4.4. Daley St A4.00 SECTION THE DWELLING SHALL BE TESTED AND VERIFIED AS HAVING AN AIR St NO Q LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR. TESTING S1 STRUCTURAL NOTES AND DETAILS SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF Pacific Painting PII 50 S2 STRUCTURAL DETAILS PASCALS. 821 Sprague St, S3 STRUCTURAL DETAILS - ALL NEW DUCTS AND AIR HANDLERS SHALL BE INSTALLED IN S' Edmonds, WA 98020 S4 FOUNDATION PLAN ACCORDANCE WITH SECTIONS R403.3.1 THROUGH R403.3.7. DUCTS SHALL S5 FIRST FLOOR FRAMING PLAN BE LEAK TESTED IN ACCORDANCE WITH WSU RS-33, USING MAXIMUM C'r S6 SECOND FLOOR FRAMING PLAN DUCT LEAKAGE RATES SPECIFIED. PC�/r Sprague St S7 ROOF FRAMING PLAN WATER METER DRAIN SD SD SD SD SPRAGUE STREET Alterations Worksheet - 2018 Washington State Energy Code Project Information Contact Information SMITH RESIDENCE GUSTAVO PENENGO 821 SPRAGUE STREET gapenengo@prdg.net EDMOND, WA 98020 (888) 400-9063 x101 The WSEC requirements for alterations are located in Chapter 5 of the code text. Alterations (remodels) do not need to obtain energy credits from Table R406.3 Additions must meet the requirements for new construction. This includes nonconditioned space being altered to become conditioned space. Will the wall cavities be exposed? )< Yes F No If yes: Exposed wall cavities must be insulated - 2 X 4 wall studs require R-15 insulation 2 X 6 wall studs require R-21 insulation Will the roof/ceiling framing cavities or attic be exposed? F Yes )<No If yes: Exposed roof/ceiling assemblies must be insulated - Vaulted ceilings: Insulate to the full depth of the framing member while allowing for the minimum 1" ventilated space Flat ceilings: Install R-49 insulation or what the attic space can accommodate based on the roof pitch Will the floor framing cavities be exposed? F Yes )<No If yes: Exposed floor cavities must be insulated to R-30 Are the windows and/or doors being replaced? ><Yes F No (includes both window or door and frames) If yes: New windows and doors must have an area weighted average U-factor of <_0.30 Will the heating or cooling system be replaced? ><Yes F No If yes: New equipment must meet current requirements and ducts need to be tested Will the hot water system be altered? F Yes )<No If yes: New water heating equipment must meet current code requirements Are more than 50% of the light fixtures being changed? XYes F No If yes: 90% of all lamps must be high efficacy (LED or CFL) PLAN REMODEL ENERGY WORKSHEET SCALE: 1 /8"=V-0" Fdmo'as St KEY MAP: VICINITY MAP SCALE: NTS aIlk i I I II I I I I I � o I I � I I I I UNIIT "B" HEIGHT CALCULATION WALL HORIZONTAL LENGTH EXTG GROUND ELEV @ WALL MIDPOINT (WALL LENGTH X MIDPOINT ELEVATION) (TOTAL WALL LENGHT X MIDPOINT ELEV.) (TOTAL WALL LENGTH ALL SIDES) KEY MAP: VICINITY MAP SCALE: NTS 7 D m Z Studio 342 Landscape Q - Architecture c m 0 co A B C D 26.33 65.9 26.33 65.9 MULTIPLY: BY: 4081.15 10544 3949.5 9555.5 DIVIDE: 28130.15 BY: 184.46 AVG. GRADE: 152.5 PROJECT INFO & SITE PLAN PRDG architecture + design P.O. Box 16328 Seattle, WA 98116 t:888.400.9063 X 101 w w w. p r d g. n e t 2022.12.20 PERMIT 2023.01.18 REVISION #1 SCALE: 1 /8"=1'-O" 821 SPRAGUE ST., EDMONDS, WA 98020 SMITH RESIDENCE T1 DIVIDE: 28130.15 BY: 184.46 AVG. GRADE: 152.5 PROJECT INFO & SITE PLAN PRDG architecture + design P.O. Box 16328 Seattle, WA 98116 t:888.400.9063 X 101 w w w. p r d g. n e t 2022.12.20 PERMIT 2023.01.18 REVISION #1 SCALE: 1 /8"=1'-O" 821 SPRAGUE ST., EDMONDS, WA 98020 SMITH RESIDENCE T1 All drawings and written material herein constitute the original and unpublished work of PRDG architecture + design, and the same may not be duplicated, used, or disclosed without the written consent of PRDG architecture + design, 0 2022. GENERAL NOTES DRAWINGS: 1. INFORMATION CONTAINED WITHIN THESE DRAWINGS WITH REGARD TO EXISTING CONDITIONS IS PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR. DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS ARE PROVIDED BY THE ARCHITECT BASED ON AVAILABLE INFORMATION. ALL ATTEMPTS HAVE BEEN MADE TO ACCURATELY REPRESENT THE EXISTING BUILDING AND SURROUNDINGS VIA OWNER SUPPLIED AS-BUILTS AND FIELD VERIFICATION. 2. ALL DRAWINGS OF EXISTING CONDITIONS ARE FOR REFERENCE ONLY. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITION PRIOR TO COMMENCING CONSTRUCTION TO AVOID UNREASONABLE DELAYS TO THE SCHEDULE. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS. THE ARCHITECT WILL ISSUES A WRITTEN DIRECTIVE IF FURTHER CLASSIFICATION IS REQUIRED. 3. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36". 4. THE TYPICAL EXTERIOR DIMENSIONS ARE FACE OF CONCRETE AND/OR FACE OF FRAMING, UNLESS NOTED OTHERWISE. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING, UNLESS OTHERWISE INDICATED. 5. DIMENSIONS ARE INDICATED TO THE CENTERLINE OF STRUCTURAL GRID, FACE OF CONCRETE, OR FACE OF STUDS UNLESS NOTED OTHERWISE. 6. REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. MECHANICAL/ELECTRICAL: 1. VERIFY ELECTRICAL AND HEAT LAYOUTS WITH INSTALLED BEFORE INSTALLATION. 2. ALL WASTE LINES TO BE INSULATED WITH ACOUSTIC INSULATION. 3. ELECTRICAL WIRING SHALL CONFORM TO THE 2020 NATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS. 4. INSTALL OUTLETS AND SWITCHES AT HEIGHTS AND LOCATIONS REQUIRED BY 2018 INTERNATIONAL RESIDENTIAL CODE AND THE 2020 NATIONAL ELECTRIC CODE. 5. LIGHTING WATTAGE SHALL MEET THE 2020 NATIONAL ELECTRICAL CODE. 6. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS TO MEET THE 2018 INTERNATIONAL FIRE CODE. VENTILATION: 1. PROVIDE PROPER ROOF & CRAWL SPACE VENTILATION PER IBC. 2. PROVIDE EQUIPMENT VENTILATION PER THE FOLLOWING MINIMUM STANDARDS. - VENT DRYER TO OUTSIDE PER MECHANICAL CODE. - VENT ALL FANS TO OUTSIDE W/ T MIN. SEPARATION TO BUILDING OPENINGS. - VENT HOT WATER TANK TO EXPANSION TANK. - VENT DISHWASHER AT SINK. 3. EXHAUST MINIMUMS: PROVIDE SOURCE SPECIFIC INTERMITTENT OPERATION EXHAUST FANS AS IDENTIFIED ON PLANS SPECIFIED FANS MAY EXCEED THE FOLLOWING MINIMUM STANDARDS: - BATHROOMS/LAUNDRY ROOMS: 50 CFM AT 0.25" W.G. - KITCHEN HOODS & DOWNDRAFTS: 100 CFM AT 0.10" W.G. - KITCHEN HOODS GREATER THAN 400 CFM SHALL BE EQUIPPED WITH MAKE-UP AIR. 4. PROVIDE INTERMITTENTLY OPERATED WHOLE HOUSE VENTILATION FAN WITH A MINIMUM 90 CFM. WHOLE HOUSE VENTILATION SYSTEM SHALL CONFORM WITH WASHINGTON STATE ENERGY CODE - CURRENT EDITION AND SHALL BE CAPABLE WITH THE FOLLOWING MINIMUM STANDARDS: - BE SIZED FOR A MAXIMUM SOUND RATING OF 1.0 SONES - BE CONTROLLED BY READILY ACCESSIBLE 24 HR TIMER CAPABLE OF CONTINUOUS OPERATION WITH MANUAL & AUTOMATIC CONTROL. - WHOLE -HOUSE FAN SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE OFF OF THE SYSTEM BY THE OCCUPANT DURING PERIODS OF POOR OUTDOOR AIR QUALITY. - CONTROLS SHALL INCLUDE PERMANENT TEXT OR A SYMBOL INDICATING THEIR FUNCTION. WHOLE HOUSE FAN CALCULATION: (0.01 X 3,587SF) + (7.5 X 5+1) = 35.87 + 45 = 80.87 MIN CFM. 90 CFM PROPOSED. 5. EXHAUST FANS LARGER THAN 50 CFM MAY BE CONNECTED TO 4" DIAMETER SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15'. 6. ALL BATHROOM FANS, KITCHEN HOODS, AND DRYER DUCTS SHALL BE EXHAUSTED TO THE ROOF OR THRU THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUCTS SHALL TERMINATE AT LEAST 36" FROM A WINDOW OPENING. 7. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES. ------------------ FIRST FLOOR DEMO PLAN INTERIOR FINISHES: 1. THE FACING OF ANY EXPOSED INSULATION MUST MEET A FLAME SPREAD INDEX OF 25 OR LESS (IBC SECTION 719.2) 2. REFER TO TABLE 721.1 FOR RATED FIRE RESISTANCE PERIODS FOR WALLS AND PARTITIONS (2018 IBC) 3. THE MAXIMUM FLAME -SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR WALLS & CEILINGS SHALL NOT EXCEED THE FLAME -SPREAD LIMITATIONS OF IBC TABLE 803.9 4. INTERIOR WALL AND CEILING FINISH MATERIALS SHALL MEET WITH ASTM E84 OR UL 723 5. INTERIOR FLOOR FINISHES TO COMPLY WITH 2O18 IBC SECTION 804, AND NFPA 253 6. INSULATION TO COMPLY WITH 2O18 IBC SECTION 720 7. DECORATIVE MATERIALS AND TRIMS SHALL BE RESTRICTED BY COMBUSTIBILITY AND THE FLAME PROPOGATION PERFORMANCE CRITERIA OF NFPA 701, IN ACCORDANCE WITH SECTION 806 (2018 IBC) STAIRS & HANDRAILS: 1. 36" STAIR WIDTH MINIMUM, 7-3/4" MAX RISER & 10" MINIMUM RUN W/ A 1" NOSING 2. 6'-8" MINIMUM HEAD ROOM AT ALL STAIRS, CONTINUOUS HANDRAIL 36-381, ABOVE TREAD NOSING 3. IF RISERS ARE OPEN, THE OPENING MUST BE LESS THAN 4", 4" MAX CLEAR SPACE BETWEEN INTERMEDIATE RAILS 4. RAILING GRASP DIMENSIONS SHALL BE BETWEEN 1-1/4" MINIMUM, 2" MAXIMUM 5. FOR WINDING STAIRS, MINIMUM 10" TREAD 12" FROM NARROWEST POINT & MIN 6" TREAD AT THE NARROWEST POINT 6. SHOW MINIMUM 1/2" GYPSUM BOARD AT THE ENCLOSED AND ACCESSIBLE UNDERSTAIR SPACE DECKS -PORCH GUARDRAILS: 1. REQUIRED FOR WALKING SURFACES 30" ABOVE ADJACENT GRADE OR FLOOR BELOW, 36" RAILING HEIGHT MINIMUM, 4" MAXIMUM CLEAR SPACE BETWEEN INTERMEDIATE RAILS CONSTRUCTION LEGEND: 1O WINDOW NUMBER, REFER TO SCHEDULE SG SAFETY GLASS OB DOOR TAG PARTITION TYPE PARTITION TYPE DWG N0. 1 SHEET NO. A2.o ELEVATION KEY DWG NO.� SECTION KEY SHEET NO. A2.1 A2.1 �r--mi 1 BLOW-UP DETAIL RM. NAME _ MASTER BATHROOM B ROOM TAG ROOM NO. 05 4 DWG NO. 3 1 ELEVATION KEY 2 SHEET N0. A3.2 LEGEND: WH WATER HEATER // N. O COMBINATION SMOKE & CARBON MONOXIDE DETECTOR: INTERCONNECTED & HARD -WIRED W/ BATTERY BACKUP TYP. FLOORING MATERIAL TRANSITION HOSE BIB DENOTES EXHAUST FAN DENOTES MINI -SPLIT AC UNIT DENOTES CONTINUOUS WHOLE HOUSE FAN, MIN. 75 CFM PER IRC TABLE M1507.3.3(1) KEY NOTE CALLOUT 1 ST FLOOR: CONCRETE FLOOR BAMBOO FLOORING PORCELAIN TILE FLOORING PVC ROOF MEMBRANE ON TAPERED INSULATION STAMPED CONCRETE, FRENCH PATTERN DENOTES EXTG CONSTRUCTION TO REMAIN DENOTES NEW CONSTRUCTION: 2"X4" STUDS @ 16" O.C. 1 LAYER OF 5/8" TYPE X GYPSUM WALLBOARD ON EACH SIDE. HEIGHT: AS INDICATED 1 HR UL RATED. NEW FULL HEIGHT 2X4 WALL CAVITITES TO BE FILLED WITH CLOSED CELL SPRAY FOAM INSULATION (3" MIN = R-21 MIN.) DENOTES EXTG CONSTRUCTION TO BE DEMOLISHED FIRST FLOOR DEMO PLAN PRDG architecture + design P.O. Box 16328 Seattle, WA 98116 t:888.400.9063 X 101 w w w. p r d g. n e t 2022.12.20 PERMIT 2023.01.18 REVISION #1 104J�J STATE OF ', -' HINGTAIII SCALE: 1 /4"=V-0" 821 SPRAGUE ST., EDMONDS, WA 98020 SMITH RESIDENCE A2.00 GENERAL NOTES All drawings and written material herein constitute the original and unpublished work of PRDG architecture + design, and the same may not be duplicated, used, or disclosed without the written consent of PRDG architecture + design, 0 2022. CONSTRUCTION LEGEND: DRAWINGS: 1. INFORMATION CONTAINED WITHIN THESE DRAWINGS WITH REGARD TO EXISTING CONDITIONS IS PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR. DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS ARE PROVIDED BY THE ARCHITECT BASED ON AVAILABLE INFORMATION. ALL ATTEMPTS HAVE BEEN MADE TO ACCURATELY REPRESENT THE EXISTING BUILDING AND SURROUNDINGS VIA OWNER SUPPLIED AS-BUILTS AND FIELD VERIFICATION. 2. ALL DRAWINGS OF EXISTING CONDITIONS ARE FOR REFERENCE ONLY. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITION PRIOR TO COMMENCING CONSTRUCTION TO AVOID UNREASONABLE DELAYS TO THE SCHEDULE. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS. THE ARCHITECT WILL ISSUES A WRITTEN DIRECTIVE IF FURTHER CLASSIFICATION IS REQUIRED. 3. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36". 4. THE TYPICAL EXTERIOR DIMENSIONS ARE FACE OF CONCRETE AND/OR FACE OF FRAMING, UNLESS NOTED OTHERWISE. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING, UNLESS OTHERWISE INDICATED. 5. DIMENSIONS ARE INDICATED TO THE CENTERLINE OF STRUCTURAL GRID, FACE OF CONCRETE, OR FACE OF STUDS UNLESS NOTED OTHERWISE. 6. REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. MECHANICAL/ELECTRICAL: 1. VERIFY ELECTRICAL AND HEAT LAYOUTS WITH INSTALLED BEFORE INSTALLATION. 2. ALL WASTE LINES TO BE INSULATED WITH ACOUSTIC INSULATION. 3. ELECTRICAL WIRING SHALL CONFORM TO THE 2020 NATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS. 4. INSTALL OUTLETS AND SWITCHES AT HEIGHTS AND LOCATIONS REQUIRED BY 2018 INTERNATIONAL RESIDENTIAL CODE AND THE 2020 NATIONAL ELECTRIC CODE. 5. LIGHTING WATTAGE SHALL MEET THE 2020 NATIONAL ELECTRICAL CODE. 6. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS TO MEET THE 2018 INTERNATIONAL FIRE CODE. N RIM A) . LAN PROPOSED FIRST FLOOR PLAN i SCALE: 1 /4"=V-0" VENTILATION: 1. PROVIDE PROPER ROOF & CRAWL SPACE VENTILATION PER IBC. 2. PROVIDE EQUIPMENT VENTILATION PER THE FOLLOWING MINIMUM STANDARDS. - VENT DRYER TO OUTSIDE PER MECHANICAL CODE. - VENT ALL FANS TO OUTSIDE W/ T MIN. SEPARATION TO BUILDING OPENINGS. - VENT HOT WATER TANK TO EXPANSION TANK. - VENT DISHWASHER AT SINK. 3. EXHAUST MINIMUMS: PROVIDE SOURCE SPECIFIC INTERMITTENT OPERATION EXHAUST FANS AS IDENTIFIED ON PLANS SPECIFIED FANS MAY EXCEED THE FOLLOWING MINIMUM STANDARDS: - BATHROOMS/LAUNDRY ROOMS: 50 CFM AT 0.25" W.G. - KITCHEN HOODS & DOWNDRAFTS: 100 CFM AT 0.10" W.G. - KITCHEN HOODS GREATER THAN 400 CFM SHALL BE EQUIPPED WITH MAKE-UP AIR. 4. PROVIDE INTERMITTENTLY OPERATED WHOLE HOUSE VENTILATION FAN WITH A MINIMUM 90 CFM. WHOLE HOUSE VENTILATION SYSTEM SHALL CONFORM WITH WASHINGTON STATE ENERGY CODE - CURRENT EDITION AND SHALL BE CAPABLE WITH THE FOLLOWING MINIMUM STANDARDS: - BE SIZED FOR A MAXIMUM SOUND RATING OF 1.0 SONES - BE CONTROLLED BY READILY ACCESSIBLE 24 HR TIMER CAPABLE OF CONTINUOUS OPERATION WITH MANUAL & AUTOMATIC CONTROL. - WHOLE -HOUSE FAN SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE OFF OF THE SYSTEM BY THE OCCUPANT DURING PERIODS OF POOR OUTDOOR AIR QUALITY. - CONTROLS SHALL INCLUDE PERMANENT TEXT OR A SYMBOL INDICATING THEIR FUNCTION. WHOLE HOUSE FAN CALCULATION: (0.01 X 3,587SF) + (7.5 X 5+1) = 35.87 + 45 = 80.87 MIN CFM. 90 CFM PROPOSED. 5. EXHAUST FANS LARGER THAN 50 CFM MAY BE CONNECTED TO 4" DIAMETER SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15'. 6. ALL BATHROOM FANS, KITCHEN HOODS, AND DRYER DUCTS SHALL BE EXHAUSTED TO THE ROOF OR THRU THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUCTS SHALL TERMINATE AT LEAST 36" FROM A WINDOW OPENING. 7. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES. / / / EXISTING DECK POSTS / & FOOTINGS TO / REMAIN UNTOUCHED / INTERIOR FINISHES: 1. THE FACING OF ANY EXPOSED INSULATION MUST MEET A FLAME SPREAD INDEX OF 25 OR LESS (IBC SECTION 719.2) 2. REFER TO TABLE 721.1 FOR RATED FIRE RESISTANCE PERIODS FOR WALLS AND PARTITIONS (2018 IBC) 3. THE MAXIMUM FLAME -SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR WALLS & CEILINGS SHALL NOT EXCEED THE FLAME -SPREAD LIMITATIONS OF IBC TABLE 803.9 4. INTERIOR WALL AND CEILING FINISH MATERIALS SHALL MEET WITH ASTM E84 OR UL 723 5. INTERIOR FLOOR FINISHES TO COMPLY WITH 2O18 IBC SECTION 804, AND NFPA 253 6. INSULATION TO COMPLY WITH 2O18 IBC SECTION 720 7. DECORATIVE MATERIALS AND TRIMS SHALL BE RESTRICTED BY COMBUSTIBILITY AND THE FLAME PROPOGATION PERFORMANCE CRITERIA OF NFPA 701, IN ACCORDANCE WITH SECTION 806 (2018 IBC) STAIRS & HANDRAILS: 1. 36" STAIR WIDTH MINIMUM, 7-3/4" MAX RISER & 10" MINIMUM RUN W/ A 1" NOSING 2. 6'-8" MINIMUM HEAD ROOM AT ALL STAIRS, CONTINUOUS HANDRAIL 36-38" ABOVE TREAD NOSING 3. IF RISERS ARE OPEN, THE OPENING MUST BE LESS THAN 4", 4" MAX CLEAR SPACE BETWEEN INTERMEDIATE RAILS 4. RAILING GRASP DIMENSIONS SHALL BE BETWEEN 1-1/4" MINIMUM, 2" MAXIMUM 5. FOR WINDING STAIRS, MINIMUM 10" TREAD 12" FROM NARROWEST POINT & MIN 6" TREAD AT THE NARROWEST POINT 6. SHOW MINIMUM 1/2" GYPSUM BOARD AT THE ENCLOSED AND ACCESSIBLE UNDERSTAIR SPACE DECKS -PORCH GUARDRAILS: 1. REQUIRED FOR WALKING SURFACES 30" ABOVE ADJACENT GRADE OR FLOOR BELOW, 36" RAILING HEIGHT MINIMUM, 4" MAXIMUM CLEAR SPACE BETWEEN INTERMEDIATE RAILS 0 SG PARTITION TYPE DWG N0. 1 SHEET NO. A2.o DWG N0. 1 SHEET NO. A2.1 A2.1 RM. NAME- MASTER BATHROOM B ROOM NO. 4 DWG NO. 3 1 2 SHEET NO. A3.2 WINDOW NUMBER, REFER TO SCHEDULE SAFETY GLASS DOOR TAG PARTITION TYPE ELEVATION KEY SECTION KEY BLOW-UP DETAIL ROOM TAG ELEVATION KEY WH WATER HEATER MOKE & CARBON ECTOR: =I,NTERCONNECTED &HARD WIRED W/ UP TYP. FLOORING MATERIAL TRANSITION LEGEND: y HOSE BIB MDENOTES EXHAUST FAN AC I DENOTES MINI -SPLIT AC UNIT DENOTES CONTINUOUS WHOLE HOUSE FAN, MIN. 75 CFM PER IRC TABLE M1507.3.3(1) �1 I/- KI-, I .,I - DENOTES EXTG CONSTRUCTION TO REMAIN DENOTES NEW CONSTRUCTION: 2"X4" STUDS @ 16" O.C. 1 LAYER OF 5/8" TYPE X GYPSUM WALLBOARD ON EACH SIDE. HEIGHT: AS INDICATED 1 HR UL RATED. NEW FULL HEIGHT 2X4 WALL CAVITITES TO BE FILLED WITH CLOSED CELL SPRAY FOAM INSULATION (3" MIN = R-21 MIN.) DENOTES EXTG CONSTRUCTION TO BE DEMOLISHED WINDOW SCHEDULE TAG QTY. R.O. SIZE TYPE HDR HEIGHT UA CPD REMARKS 1 1 48" x 48" SLIDER 80" 2 1 48" x 48" SLIDER 80" EG 3 1 48" x 48" SLIDER 80" EG 4 1 48" x 48" SLIDER 80" 6 1 48" x 48" SLIDER 78" EG 7 1 48" x 48" SLIDER 78" EG 8 1 48" x 48" PICTURE 78" 9 1 48" x 48" PICTURE 78" 10A 1 72" x 80" SLIDER 80" SG 10B 1 72" x 80" SLIDER 80" SG 11 1 72" x 48" PICTURE 78" 12 1 12" x 48" PICTURE 82.5" 16 1 48" x 48" SLIDER 80" 17 1 142" x 82-1/2" SLIDER 80" EG, SG 18 1 12" x 48" PICTURE 80" SG 19 1 190" x 82 1/2" SLIDER 80" SG 20 1 190" x 82 1/2" SLIDER 80" SG 21 1 60" x 60" PICTURE 80" SG 22 1 72" X 82 1/2" SLIDER 80" SG 23 1 72" X 24" SLIDER 80" SG 24 1 72" X 24" SLIDER 80" SG 25 1 60" X 18" PICTURE 80" 26 1 60" X 18" PICTURE 80" SG 27 1 48" X 18" PICTURE 80" SG A 7 1'-9" X 4'-1" PICTURE SKYLIGHT EXTG B 1 1'-9" X 3'-9" PICTURE SKYLIGHT EXTG PRDG architecture + design P.O. Box 16328 Seattle, WA 98116 t:888.400.9063 X 101 w w w. p r d g. n e t 2022.12.20 PERMIT 2023.01.18 REVISION #1 104J�J STATE OF ;'PSHINGTOf PROPOSED FIRST FLOOR PLAN 821 SPRAGUE ST., EDMONDS, WA 98020 SMITH RESIDENCE A2.01 All drawings and written material herein constitute the original and unpublished work of PRDG architecture + design, and the same may not be duplicated, used, or disclosed without the written consent of PRDG architecture + design, 0 2022. GENERAL NOTES DRAWINGS: 1. INFORMATION CONTAINED WITHIN THESE DRAWINGS WITH REGARD TO EXISTING CONDITIONS IS PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR. DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS ARE PROVIDED BY THE ARCHITECT BASED ON AVAILABLE INFORMATION. ALL ATTEMPTS HAVE BEEN MADE TO ACCURATELY REPRESENT THE EXISTING BUILDING AND SURROUNDINGS VIA OWNER SUPPLIED AS-BUILTS AND FIELD VERIFICATION. 2. ALL DRAWINGS OF EXISTING CONDITIONS ARE FOR REFERENCE ONLY. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITION PRIOR TO COMMENCING CONSTRUCTION TO AVOID UNREASONABLE DELAYS TO THE SCHEDULE. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS. THE ARCHITECT WILL ISSUES A WRITTEN DIRECTIVE IF FURTHER CLASSIFICATION IS REQUIRED. 3. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36". 4. THE TYPICAL EXTERIOR DIMENSIONS ARE FACE OF CONCRETE AND/OR FACE OF FRAMING, UNLESS NOTED OTHERWISE. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING, UNLESS OTHERWISE INDICATED. 5. DIMENSIONS ARE INDICATED TO THE CENTERLINE OF STRUCTURAL GRID, FACE OF CONCRETE, OR FACE OF STUDS UNLESS NOTED OTHERWISE. 6. REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. MECHANICAL/ELECTRICAL: 1. VERIFY ELECTRICAL AND HEAT LAYOUTS WITH INSTALLED BEFORE INSTALLATION. 2. ALL WASTE LINES TO BE INSULATED WITH ACOUSTIC INSULATION. 3. ELECTRICAL WIRING SHALL CONFORM TO THE 2020 NATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS. 4. INSTALL OUTLETS AND SWITCHES AT HEIGHTS AND LOCATIONS REQUIRED BY 2018 INTERNATIONAL RESIDENTIAL CODE AND THE 2020 NATIONAL ELECTRIC CODE. 5. LIGHTING WATTAGE SHALL MEET THE 2020 NATIONAL ELECTRICAL CODE. 6. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS TO MEET THE 2018 INTERNATIONAL FIRE CODE. VENTILATION: 1. PROVIDE PROPER ROOF & CRAWL SPACE VENTILATION PER IBC. 2. PROVIDE EQUIPMENT VENTILATION PER THE FOLLOWING MINIMUM STANDARDS. - VENT DRYER TO OUTSIDE PER MECHANICAL CODE. - VENT ALL FANS TO OUTSIDE W/ S MIN. SEPARATION TO BUILDING OPENINGS. - VENT HOT WATER TANK TO EXPANSION TANK. - VENT DISHWASHER AT SINK. 3. EXHAUST MINIMUMS: PROVIDE SOURCE SPECIFIC INTERMITTENT OPERATION EXHAUST FANS AS IDENTIFIED ON PLANS SPECIFIED FANS MAY EXCEED THE FOLLOWING MINIMUM STANDARDS: - BATHROOMS/LAUNDRY ROOMS: 50 CFM AT 0.25" W.G. - KITCHEN HOODS & DOWNDRAFTS: 100 CFM AT 0.10" W.G. - KITCHEN HOODS GREATER THAN 400 CFM SHALL BE EQUIPPED WITH MAKE-UP AIR. 4. PROVIDE INTERMITTENTLY OPERATED WHOLE HOUSE VENTILATION FAN WITH A MINIMUM 90 CFM. WHOLE HOUSE VENTILATION SYSTEM SHALL CONFORM WITH WASHINGTON STATE ENERGY CODE - CURRENT EDITION AND SHALL BE CAPABLE WITH THE FOLLOWING MINIMUM STANDARDS: - BE SIZED FOR A MAXIMUM SOUND RATING OF 1.0 SONES - BE CONTROLLED BY READILY ACCESSIBLE 24 HR TIMER CAPABLE OF CONTINUOUS OPERATION WITH MANUAL & AUTOMATIC CONTROL. - WHOLE -HOUSE FAN SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE OFF OF THE SYSTEM BY THE OCCUPANT DURING PERIODS OF POOR OUTDOOR AIR QUALITY. - CONTROLS SHALL INCLUDE PERMANENT TEXT OR A SYMBOL INDICATING THEIR FUNCTION. WHOLE HOUSE FAN CALCULATION: (0.01 X 3,587SF) + (7.5 X 5+1) = 35.87 + 45 = 80.87 MIN CFM. 90 CFM PROPOSED. 5. EXHAUST FANS LARGER THAN 50 CFM MAY BE CONNECTED TO 4" DIAMETER SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15'. 6. ALL BATHROOM FANS, KITCHEN HOODS, AND DRYER DUCTS SHALL BE EXHAUSTED TO THE ROOF OR THRU THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUCTS SHALL TERMINATE AT LEAST 36" FROM A WINDOW OPENING. 7. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES. / / / � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SECOND FLOOR DEMO PLAN INTERIOR FINISHES: 1. THE FACING OF ANY EXPOSED INSULATION MUST MEET A FLAME SPREAD INDEX OF 25 OR LESS (IBC SECTION 719.2) 2. REFER TO TABLE 721.1 FOR RATED FIRE RESISTANCE PERIODS FOR WALLS AND PARTITIONS (2018 IBC) 3. THE MAXIMUM FLAME -SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR WALLS & CEILINGS SHALL NOT EXCEED THE FLAME -SPREAD LIMITATIONS OF IBC TABLE 803.9 4. INTERIOR WALL AND CEILING FINISH MATERIALS SHALL MEET WITH ASTM E84 OR UL 723 5. INTERIOR FLOOR FINISHES TO COMPLY WITH 2O18 IBC SECTION 804, AND NFPA 253 6. INSULATION TO COMPLY WITH 2O18 IBC SECTION 720 7. DECORATIVE MATERIALS AND TRIMS SHALL BE RESTRICTED BY COMBUSTIBILITY AND THE FLAME PROPOGATION PERFORMANCE CRITERIA OF NFPA 701, IN ACCORDANCE WITH SECTION 806 (2018 IBC) STAIRS & HANDRAILS: 1. 36" STAIR WIDTH MINIMUM, 7-3/4" MAX RISER & 10" MINIMUM RUN W/ A 1" NOSING 2. 6'-8" MINIMUM HEAD ROOM AT ALL STAIRS, CONTINUOUS HANDRAIL 36-38" ABOVE TREAD NOSING 3. IF RISERS ARE OPEN, THE OPENING MUST BE LESS THAN 4", 4" MAX CLEAR SPACE BETWEEN INTERMEDIATE RAILS 4. RAILING GRASP DIMENSIONS SHALL BE BETWEEN 1-1/4" MINIMUM, 2" MAXIMUM 5. FOR WINDING STAIRS, MINIMUM 10" TREAD 12" FROM NARROWEST POINT & MIN 6" TREAD AT THE NARROWEST POINT 6. SHOW MINIMUM 1/2" GYPSUM BOARD AT THE ENCLOSED AND ACCESSIBLE UNDERSTAIR SPACE DECKS -PORCH GUARDRAILS: 1. REQUIRED FOR WALKING SURFACES 30" ABOVE ADJACENT GRADE OR FLOOR BELOW, 361, RAILING HEIGHT MINIMUM, 4" MAXIMUM CLEAR SPACE BETWEEN INTERMEDIATE RAILS ® ® 1 N) / / I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CONSTRUCTION LEGEND: 1O WINDOW NUMBER, REFER TO SCHEDULE SG SAFETY GLASS OB DOOR TAG PARTITION TYPE PARTITION TYPE DWG N0. 1 SHEET NO. A2.o ELEVATION KEY DWG N0. 1 SECTION KEY SHEET NO. q2.1 1 BLOW-UP DETAIL A2.1 RM. NAME- MASTER BATHROOM B ROOM TAG ROOM NO. 05 4 DWG NO. 3 1 ELEVATION KEY z SHEET NO. A3.2 LEGEND: WH WATER HEATER COMBINATION SMOKE & CARBON S/C MONOXIDE DETECTOR: INTERCONNECTED & HARD -WIRED W/ BATTERY BACKUP TYP. FLOORING MATERIAL TRANSITION HOSE BIB zDENOTES EXHAUST FAN AC 0 DENOTES MINI -SPLIT AC UNIT DENOTES CONTINUOUS WHOLE HOUSE FAN, MIN. 75 CFM PER IRC TABLE M1507.3.3(1) l l KEY NOTE CALLOUT DENOTES EXTG CONSTRUCTION TO REMAIN DENOTES NEW CONSTRUCTION: 2"X4" STUDS @ 16" O.C. 1 LAYER OF 5/8" TYPE X GYPSUM WALLBOARD ON EACH SIDE. HEIGHT: AS INDICATED 1 HR UL RATED. NEW FULL HEIGHT 2X4 WALL CAVITITES TO BE FILLED WITH CLOSED CELL SPRAY FOAM INSULATION (3" MIN = R-21 MIN.) DENOTES EXTG CONSTRUCTION TO BE DEMOLISHED PRDG architecture + design P.O. Box 16328 Seattle, WA 98116 t:888.400.9063 X 101 w w w. p r d g. n e t 2022.12.20 PERMIT 2023.01.18 REVISION #1 104J�J STATE OF ', -' HINGTAIII SECOND FLOOR DEMO PLAN SCALE: 1 /4"=V-0" 821 SPRAGUE ST., EDMONDS, WA 98020 SMITH RESIDENCE A2.02 GENERAL NOTES All drawings and written material herein constitute the original and unpublished work of PRDG architecture + design, and the same may not be duplicated, used, or disclosed without the written consent of PRDG architecture + design, 0 2022. CONSTRUCTION LEGEND: 0 CL\49I ki n1l 1. INFORMATION CONTAINED WITHIN THESE DRAWINGS WITH REGARD TO EXISTING CONDITIONS IS PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR. DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS ARE PROVIDED BY THE ARCHITECT BASED ON AVAILABLE INFORMATION. ALL ATTEMPTS HAVE BEEN MADE TO ACCURATELY REPRESENT THE EXISTING BUILDING AND SURROUNDINGS VIA OWNER SUPPLIED AS-BUILTS AND FIELD VERIFICATION. 2. ALL DRAWINGS OF EXISTING CONDITIONS ARE FOR REFERENCE ONLY. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITION PRIOR TO COMMENCING CONSTRUCTION TO AVOID UNREASONABLE DELAYS TO THE SCHEDULE. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS. THE ARCHITECT WILL ISSUES A WRITTEN DIRECTIVE IF FURTHER CLASSIFICATION IS REQUIRED. 3. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36". 4. THE TYPICAL EXTERIOR DIMENSIONS ARE FACE OF CONCRETE AND/OR FACE OF FRAMING, UNLESS NOTED OTHERWISE. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING, UNLESS OTHERWISE INDICATED. 5. DIMENSIONS ARE INDICATED TO THE CENTERLINE OF STRUCTURAL GRID, FACE OF CONCRETE, OR FACE OF STUDS UNLESS NOTED OTHERWISE. 6. REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. MECHANICAL/ELECTRICAL: 1. VERIFY ELECTRICAL AND HEAT LAYOUTS WITH INSTALLED BEFORE INSTALLATION. 2. ALL WASTE LINES TO BE INSULATED WITH ACOUSTIC INSULATION. 3. ELECTRICAL WIRING SHALL CONFORM TO THE 2020 NATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS. 4. INSTALL OUTLETS AND SWITCHES AT HEIGHTS AND LOCATIONS REQUIRED BY 2018 INTERNATIONAL RESIDENTIAL CODE AND THE 2020 NATIONAL ELECTRIC CODE. 5. LIGHTING WATTAGE SHALL MEET THE 2020 NATIONAL ELECTRICAL CODE. 6. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS TO MEET THE 2018 INTERNATIONAL FIRE CODE. 7IN C EG CV N q C v EG VENTILATION: 1. PROVIDE PROPER ROOF & CRAWL SPACE VENTILATION PER IBC. 2. PROVIDE EQUIPMENT VENTILATION PER THE FOLLOWING MINIMUM STANDARDS. - VENT DRYER TO OUTSIDE PER MECHANICAL CODE. - VENT ALL FANS TO OUTSIDE W/ S MIN. SEPARATION TO BUILDING OPENINGS. - VENT HOT WATER TANK TO EXPANSION TANK. - VENT DISHWASHER AT SINK. 3. EXHAUST MINIMUMS: PROVIDE SOURCE SPECIFIC INTERMITTENT OPERATION EXHAUST FANS AS IDENTIFIED ON PLANS SPECIFIED FANS MAY EXCEED THE FOLLOWING MINIMUM STANDARDS: - BATHROOMS/LAUNDRY ROOMS: 50 CFM AT 0.25" W.G. - KITCHEN HOODS & DOWNDRAFTS: 100 CFM AT 0.10" W.G. - KITCHEN HOODS GREATER THAN 400 CFM SHALL BE EQUIPPED WITH MAKE-UP AIR. 4. PROVIDE INTERMITTENTLY OPERATED WHOLE HOUSE VENTILATION FAN WITH A MINIMUM 90 CFM. WHOLE HOUSE VENTILATION SYSTEM SHALL CONFORM WITH WASHINGTON STATE ENERGY CODE - CURRENT EDITION AND SHALL BE CAPABLE WITH THE FOLLOWING MINIMUM STANDARDS: - BE SIZED FOR A MAXIMUM SOUND RATING OF 1.0 SONES - BE CONTROLLED BY READILY ACCESSIBLE 24 HR TIMER CAPABLE OF CONTINUOUS OPERATION WITH MANUAL & AUTOMATIC CONTROL. - WHOLE -HOUSE FAN SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE OFF OF THE SYSTEM BY THE OCCUPANT DURING PERIODS OF POOR OUTDOOR AIR QUALITY. - CONTROLS SHALL INCLUDE PERMANENT TEXT OR A SYMBOL INDICATING THEIR FUNCTION. WHOLE HOUSE FAN CALCULATION: (0.01 X 3,587SF) + (7.5 X 5+1) = 35.87 + 45 = 80.87 MIN CFM. 90 CFM PROPOSED. 5. EXHAUST FANS LARGER THAN 50 CFM MAY BE CONNECTED TO 4" DIAMETER SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15'. 6. ALL BATHROOM FANS, KITCHEN HOODS, AND DRYER DUCTS SHALL BE EXHAUSTED TO THE ROOF OR THRU THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUCTS SHALL TERMINATE AT LEAST 36" FROM A WINDOW OPENING. 7. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES. INTERIOR FINISHES: 1. THE FACING OF ANY EXPOSED INSULATION MUST MEET A FLAME SPREAD INDEX OF 25 OR LESS (IBC SECTION 719.2) 2. REFER TO TABLE 721.1 FOR RATED FIRE RESISTANCE PERIODS FOR WALLS AND PARTITIONS (2018 IBC) 3. THE MAXIMUM FLAME -SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR WALLS & CEILINGS SHALL NOT EXCEED THE FLAME -SPREAD LIMITATIONS OF IBC TABLE 803.9 4. INTERIOR WALL AND CEILING FINISH MATERIALS SHALL MEET WITH ASTM E84 OR UL 723 5. INTERIOR FLOOR FINISHES TO COMPLY WITH 2O18 IBC SECTION 804, AND NFPA 253 6. INSULATION TO COMPLY WITH 2O18 IBC SECTION 720 7. DECORATIVE MATERIALS AND TRIMS SHALL BE RESTRICTED BY COMBUSTIBILITY AND THE FLAME PROPOGATION PERFORMANCE CRITERIA OF NFPA 701, IN ACCORDANCE WITH SECTION 806 (2018 IBC) STAIRS & HANDRAILS: 1. 36" STAIR WIDTH MINIMUM, 7-3/4" MAX RISER & 10" MINIMUM RUN W/ A 1" NOSING 2. 6'-8" MINIMUM HEAD ROOM AT ALL STAIRS, CONTINUOUS HANDRAIL 36-38" ABOVE TREAD NOSING 3. IF RISERS ARE OPEN, THE OPENING MUST BE LESS THAN 4", 4" MAX CLEAR SPACE BETWEEN INTERMEDIATE RAILS 4. RAILING GRASP DIMENSIONS SHALL BE BETWEEN 1-1/4" MINIMUM, 2" MAXIMUM 5. FOR WINDING STAIRS, MINIMUM 10" TREAD 12" FROM NARROWEST POINT & MIN 6" TREAD AT THE NARROWEST POINT 6. SHOW MINIMUM 1/2" GYPSUM BOARD AT THE ENCLOSED AND ACCESSIBLE UNDERSTAIR SPACE DECKS -PORCH GUARDRAILS: 1. REQUIRED FOR WALKING SURFACES 30" ABOVE ADJACENT GRADE OR FLOOR BELOW, 36" RAILING HEIGHT MINIMUM, 4" MAXIMUM CLEAR SPACE BETWEEN INTERMEDIATE RAILS EXISTING DECK POSTS & FOOTINGS TO REMAIN UNTOUCHED / / / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I )I PLAN PROPOSED SECOND FLOOR PLAN bo ` 7) r1c\j I I I o I I I I 0 I I I I I I I I I I I rIN _ o I I I 0 I I I I I I I I 1O WINDOW NUMBER, REFER TO SCHEDULE SG SAFETY GLASS O DOOR TAG PARTITION TYPE PARTITION TYPE DWG N0. 1 SHEET NO. A2.o ELEVATION KEY DWG N0. 1 SECTION KEY SHEET NO. q2.1 1 BLOW-UP DETAIL A2.1 RM. NAME- MASTER BATHROOM B ROOM TAG ROOM NO. 05 4 DWG NO. 3 1 ELEVATION KEY z SHEET NO. A3.2 LEGEND: WH WATER HEATER COMBINATION SMOKE & CARBON S/C MONOXIDE DETECTOR: INTERCONNECTED & HARD -WIRED W/ BATTERY BACKUP TYP. FLOORING MATERIAL TRANSITION HOSE BIB zDENOTES EXHAUST FAN AC 0 DENOTES MINI -SPLIT AC UNIT DENOTES CONTINUOUS WHOLE HOUSE FAN, MIN. 75 CFM PER IRC TABLE M1507.3.3(1) l l KEY NOTE CALLOUT DENOTES EXTG CONSTRUCTION TO REMAIN DENOTES NEW CONSTRUCTION: 2"X4" STUDS @ 16" O.C. 1 LAYER OF 5/8" TYPE X GYPSUM WALLBOARD ON EACH SIDE. HEIGHT: AS INDICATED 1 HR UL RATED. NEW FULL HEIGHT 2X4 WALL CAVITITES TO BE FILLED WITH CLOSED CELL SPRAY FOAM INSULATION (3" MIN = R-21 MIN.) DENOTES EXTG CONSTRUCTION TO BE DEMOLISHED WINDOW SCHEDULE TAG QTY. R.O. SIZE TYPE HDR HEIGHT UA CPD REMARKS 1 1 48" x 48" SLIDER 80" 2 1 48" x 48" SLIDER 80" EG 3 1 48" x 48" SLIDER 80" EG 4 1 48" x 48" SLIDER 80" 6 1 48" x 48" SLIDER 78" EG 7 1 48" x 48" SLIDER 78" EG 8 1 48" x 48" PICTURE 78" 9 1 48" x 48" PICTURE 78" 10A 1 72" x 80" SLIDER 80" SG 10B 1 72" x 80" SLIDER 80" SG 11 1 72" x 48" PICTURE 78" 12 1 12" x 48" PICTURE 82.5" 16 1 48" x 48" SLIDER 80" 17 1 142" x 82-1/2" SLIDER 80" EG, SG 18 1 12" x 48" PICTURE 80" SG 19 1 190" x 82 1/2" SLIDER 80" SG 20 1 190" x 82 1/2" SLIDER 80" SG 21 1 60" x 60" PICTURE 80" SG 22 1 72" X 82 1/2" SLIDER 80" SG 23 1 72" X 24" SLIDER 80" SG 24 1 72" X 24" SLIDER 80" SG 25 1 60" X 18" PICTURE 80" 26 1 60" X 18" PICTURE 80" SG 27 1 48" X 18" PICTURE 80" SG A 7 1'-9" X 4'-1" PICTURE SKYLIGHT EXTG B 1 1'-9" X 3'-9" PICTURE SKYLIGHT EXTG PROPOSED SECOND FLOOR PLAN PRDG architecture + design P.O. Box 16328 Seattle, WA 98116 t:888.400.9063 X 101 w w w. p r d g. n e t 2022.12.20 PERMIT 2023.01.18 REVISION #1 104J�J STATE OF `:;'PSHINGTAIII SCALE: 1 /4"=V-0" 821 SPRAGUE ST., EDMONDS, WA 98020 SMITH RESIDENCE A2.03 All drawings and written material herein constitute the original and unpublished work of PRDG architecture + design, and the same may not be duplicated, used, or disclosed without the written consent of PRDG architecture + design, 0 2022. GENERAL NOTES DRAWINGS: 1. INFORMATION CONTAINED WITHIN THESE DRAWINGS WITH REGARD TO EXISTING CONDITIONS IS PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR. DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS ARE PROVIDED BY THE ARCHITECT BASED ON AVAILABLE INFORMATION. ALL ATTEMPTS HAVE BEEN MADE TO ACCURATELY REPRESENT THE EXISTING BUILDING AND SURROUNDINGS VIA OWNER SUPPLIED AS-BUILTS AND FIELD VERIFICATION. 2. ALL DRAWINGS OF EXISTING CONDITIONS ARE FOR REFERENCE ONLY. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITION PRIOR TO COMMENCING CONSTRUCTION TO AVOID UNREASONABLE DELAYS TO THE SCHEDULE. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS. THE ARCHITECT WILL ISSUES A WRITTEN DIRECTIVE IF FURTHER CLASSIFICATION IS REQUIRED. 3. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36". 4. THE TYPICAL EXTERIOR DIMENSIONS ARE FACE OF CONCRETE AND/OR FACE OF FRAMING, UNLESS NOTED OTHERWISE. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING, UNLESS OTHERWISE INDICATED. 5. DIMENSIONS ARE INDICATED TO THE CENTERLINE OF STRUCTURAL GRID, FACE OF CONCRETE, OR FACE OF STUDS UNLESS NOTED OTHERWISE. 6. REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. MECHANICAL/ELECTRICAL: 1. VERIFY ELECTRICAL AND HEAT LAYOUTS WITH INSTALLED BEFORE INSTALLATION. 2. ALL WASTE LINES TO BE INSULATED WITH ACOUSTIC INSULATION. 3. ELECTRICAL WIRING SHALL CONFORM TO THE 2020 NATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS. 4. INSTALL OUTLETS AND SWITCHES AT HEIGHTS AND LOCATIONS REQUIRED BY 2018 INTERNATIONAL RESIDENTIAL CODE AND THE 2020 NATIONAL ELECTRIC CODE. 5. LIGHTING WATTAGE SHALL MEET THE 2020 NATIONAL ELECTRICAL CODE. 6. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS TO MEET THE 2018 INTERNATIONAL FIRE CODE. ,!)I PLAN THIRD FLOOR DEMO PLAN VENTILATION: 1. PROVIDE PROPER ROOF & CRAWL SPACE VENTILATION PER IBC. 2. PROVIDE EQUIPMENT VENTILATION PER THE FOLLOWING MINIMUM STANDARDS. - VENT DRYER TO OUTSIDE PER MECHANICAL CODE. - VENT ALL FANS TO OUTSIDE W/ T MIN. SEPARATION TO BUILDING OPENINGS. - VENT HOT WATER TANK TO EXPANSION TANK. - VENT DISHWASHER AT SINK. 3. EXHAUST MINIMUMS: PROVIDE SOURCE SPECIFIC INTERMITTENT OPERATION EXHAUST FANS AS IDENTIFIED ON PLANS SPECIFIED FANS MAY EXCEED THE FOLLOWING MINIMUM STANDARDS: - BATHROOMS/LAUNDRY ROOMS: 50 CFM AT 0.25" W.G. - KITCHEN HOODS & DOWNDRAFTS: 100 CFM AT 0.10" W.G. - KITCHEN HOODS GREATER THAN 400 CFM SHALL BE EQUIPPED WITH MAKE-UP AIR. 4. PROVIDE INTERMITTENTLY OPERATED WHOLE HOUSE VENTILATION FAN WITH A MINIMUM 90 CFM. WHOLE HOUSE VENTILATION SYSTEM SHALL CONFORM WITH WASHINGTON STATE ENERGY CODE - CURRENT EDITION AND SHALL BE CAPABLE WITH THE FOLLOWING MINIMUM STANDARDS: - BE SIZED FOR A MAXIMUM SOUND RATING OF 1.0 SONES - BE CONTROLLED BY READILY ACCESSIBLE 24 HR TIMER CAPABLE OF CONTINUOUS OPERATION WITH MANUAL & AUTOMATIC CONTROL. - WHOLE -HOUSE FAN SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE OFF OF THE SYSTEM BY THE OCCUPANT DURING PERIODS OF POOR OUTDOOR AIR QUALITY. - CONTROLS SHALL INCLUDE PERMANENT TEXT OR A SYMBOL INDICATING THEIR FUNCTION. WHOLE HOUSE FAN CALCULATION: (0.01 X 3,587SF) + (7.5 X 5+1) = 35.87 + 45 = 80.87 MIN CFM. 90 CFM PROPOSED. 5. EXHAUST FANS LARGER THAN 50 CFM MAY BE CONNECTED TO 4" DIAMETER SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15'. 6. ALL BATHROOM FANS, KITCHEN HOODS, AND DRYER DUCTS SHALL BE EXHAUSTED TO THE ROOF OR THRU THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUCTS SHALL TERMINATE AT LEAST 36" FROM A WINDOW OPENING. 7. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES. INTERIOR FINISHES: 1. THE FACING OF ANY EXPOSED INSULATION MUST MEET A FLAME SPREAD INDEX OF 25 OR LESS (IBC SECTION 719.2) 2. REFER TO TABLE 721.1 FOR RATED FIRE RESISTANCE PERIODS FOR WALLS AND PARTITIONS (2018 IBC) 3. THE MAXIMUM FLAME -SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR WALLS & CEILINGS SHALL NOT EXCEED THE FLAME -SPREAD LIMITATIONS OF IBC TABLE 803.9 4. INTERIOR WALL AND CEILING FINISH MATERIALS SHALL MEET WITH ASTM E84 OR UL 723 5. INTERIOR FLOOR FINISHES TO COMPLY WITH 2O18 IBC SECTION 804, AND NFPA 253 6. INSULATION TO COMPLY WITH 2O18 IBC SECTION 720 7. DECORATIVE MATERIALS AND TRIMS SHALL BE RESTRICTED BY COMBUSTIBILITY AND THE FLAME PROPOGATION PERFORMANCE CRITERIA OF NFPA 701, IN ACCORDANCE WITH SECTION 806 (2018 IBC) STAIRS & HANDRAILS: 1. 36" STAIR WIDTH MINIMUM, 7-3/4" MAX RISER & 10" MINIMUM RUN W/ A 1" NOSING 2. 6'-8" MINIMUM HEAD ROOM AT ALL STAIRS, CONTINUOUS HANDRAIL 36-381, ABOVE TREAD NOSING 3. IF RISERS ARE OPEN, THE OPENING MUST BE LESS THAN 4", 4" MAX CLEAR SPACE BETWEEN INTERMEDIATE RAILS 4. RAILING GRASP DIMENSIONS SHALL BE BETWEEN 1-1/4" MINIMUM, 2" MAXIMUM 5. FOR WINDING STAIRS, MINIMUM 10" TREAD 12" FROM NARROWEST POINT & MIN 6" TREAD AT THE NARROWEST POINT 6. SHOW MINIMUM 1/2" GYPSUM BOARD AT THE ENCLOSED AND ACCESSIBLE UNDERSTAIR SPACE DECKS -PORCH GUARDRAILS: 1. REQUIRED FOR WALKING SURFACES 30" ABOVE ADJACENT GRADE OR FLOOR BELOW, 36" RAILING HEIGHT MINIMUM, 4" MAXIMUM CLEAR SPACE BETWEEN INTERMEDIATE RAILS CONSTRUCTION LEGEND: 1O WINDOW NUMBER, REFER TO SCHEDULE SG SAFETY GLASS OB DOOR TAG PARTITION TYPE PARTITION TYPE DWG N0. 1 SHEET NO. A2.o ELEVATION KEY DWG N0. 1 SECTION KEY SHEET NO. q2.1 1 BLOW-UP DETAIL A2.1 RM. NAME- MASTER BATHROOM B ROOM TAG ROOM NO. 05 4 DWG NO. 3 1 ELEVATION KEY z SHEET NO. A3.2 LEGEND: WH WATER HEATER COMBINATION SMOKE & CARBON S/C MONOXIDE DETECTOR: INTERCONNECTED & HARD -WIRED W/ BATTERY BACKUP TYP. FLOORING MATERIAL TRANSITION 7 HOSE BIB zDENOTES EXHAUST FAN AC 0 DENOTES MINI -SPLIT AC UNIT DENOTES CONTINUOUS WHOLE HOUSE FAN, MIN. 75 CFM PER IRC TABLE M1507.3.3(1) ( 1 1 VrV nInTr- rAl I nI IT DENOTES EXTG CONSTRUCTION TO REMAIN DENOTES NEW CONSTRUCTION: 2"X4" STUDS @ 16" O.C. 1 LAYER OF 5/8" TYPE X GYPSUM WALLBOARD ON EACH SIDE. HEIGHT: AS INDICATED 1 HR UL RATED. NEW FULL HEIGHT 2X4 WALL CAVITITES TO BE FILLED WITH CLOSED CELL SPRAY FOAM INSULATION (3" MIN = R-21 MIN.) DENOTES EXTG CONSTRUCTION TO BE DEMOLISHED PRDG architecture + design P.O. Box 16328 Seattle, WA 98116 t:888.400.9063 X 101 w w w. p r d g. n e t 2022.12.20 PERMIT 2023.01.18 REVISION #1 104J�J STATE OF ', -' HINGTAIII THIRD FLOOR DEMO PLAN SCALE: 1 /4"=V-0" 821 SPRAGUE ST., EDMONDS, WA 98020 SMITH RESIDENCE A2.04 GENERAL NOTES All drawings and written material herein constitute the original and unpublished work of PRDG architecture + design, and the same may not be duplicated, used, or disclosed without the written consent of PRDG architecture + design, © 2022. CONSTRUCTION LEGEND: 111] N_\49I ki n1l 1. INFORMATION CONTAINED WITHIN THESE DRAWINGS WITH REGARD TO EXISTING CONDITIONS IS PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR. DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS ARE PROVIDED BY THE ARCHITECT BASED ON AVAILABLE INFORMATION. ALL ATTEMPTS HAVE BEEN MADE TO ACCURATELY REPRESENT THE EXISTING BUILDING AND SURROUNDINGS VIA OWNER SUPPLIED AS-BUILTS AND FIELD VERIFICATION. 2. ALL DRAWINGS OF EXISTING CONDITIONS ARE FOR REFERENCE ONLY. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITION PRIOR TO COMMENCING CONSTRUCTION TO AVOID UNREASONABLE DELAYS TO THE SCHEDULE. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS. THE ARCHITECT WILL ISSUES A WRITTEN DIRECTIVE IF FURTHER CLASSIFICATION IS REQUIRED. 3. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36". 4. THE TYPICAL EXTERIOR DIMENSIONS ARE FACE OF CONCRETE AND/OR FACE OF FRAMING, UNLESS NOTED OTHERWISE. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING, UNLESS OTHERWISE INDICATED. 5. DIMENSIONS ARE INDICATED TO THE CENTERLINE OF STRUCTURAL GRID, FACE OF CONCRETE, OR FACE OF STUDS UNLESS NOTED OTHERWISE. 6. REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. MECHANICAL/ELECTRICAL: 1. VERIFY ELECTRICAL AND HEAT LAYOUTS WITH INSTALLED BEFORE INSTALLATION. 2. ALL WASTE LINES TO BE INSULATED WITH ACOUSTIC INSULATION. 3. ELECTRICAL WIRING SHALL CONFORM TO THE 2020 NATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS. 4. INSTALL OUTLETS AND SWITCHES AT HEIGHTS AND LOCATIONS REQUIRED BY 2018 INTERNATIONAL RESIDENTIAL CODE AND THE 2020 NATIONAL ELECTRIC CODE. 5. LIGHTING WATTAGE SHALL MEET THE 2020 NATIONAL ELECTRICAL CODE. 6. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS TO MEET THE 2018 INTERNATIONAL FIRE CODE. �c 0 AD I PLAN PROPOSED THIRD FLOOR PLAN VENTILATION: 1. PROVIDE PROPER ROOF & CRAWL SPACE VENTILATION PER IBC. 2. PROVIDE EQUIPMENT VENTILATION PER THE FOLLOWING MINIMUM STANDARDS. - VENT DRYER TO OUTSIDE PER MECHANICAL CODE. - VENT ALL FANS TO OUTSIDE W/ T MIN. SEPARATION TO BUILDING OPENINGS. - VENT HOT WATER TANK TO EXPANSION TANK. - VENT DISHWASHER AT SINK. 3. EXHAUST MINIMUMS: PROVIDE SOURCE SPECIFIC INTERMITTENT OPERATION EXHAUST FANS AS IDENTIFIED ON PLANS SPECIFIED FANS MAY EXCEED THE FOLLOWING MINIMUM STANDARDS: - BATHROOMS/LAUNDRY ROOMS: 50 CFM AT 0.25" W.G. - KITCHEN HOODS & DOWNDRAFTS: 100 CFM AT 0.10" W.G. - KITCHEN HOODS GREATER THAN 400 CFM SHALL BE EQUIPPED WITH MAKE-UP AIR. 4. PROVIDE INTERMITTENTLY OPERATED WHOLE HOUSE VENTILATION FAN WITH A MINIMUM 90 CFM. WHOLE HOUSE VENTILATION SYSTEM SHALL CONFORM WITH WASHINGTON STATE ENERGY CODE - CURRENT EDITION AND SHALL BE CAPABLE WITH THE FOLLOWING MINIMUM STANDARDS: BE SIZED FOR A MAXIMUM SOUND RATING OF 1.0 SONES - BE CONTROLLED BY READILY ACCESSIBLE 24 HR TIMER CAPABLE OF CONTINUOUS OPERATION WITH MANUAL & AUTOMATIC CONTROL. - WHOLE -HOUSE FAN SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE OFF OF THE SYSTEM BY THE OCCUPANT DURING PERIODS OF POOR OUTDOOR AIR QUALITY. - CONTROLS SHALL INCLUDE PERMANENT TEXT OR A SYMBOL INDICATING THEIR FUNCTION. WHOLE HOUSE FAN CALCULATION: (0.01 X 3,587SF) + (7.5 X 5+1) = 35.87 + 45 = 80.87 MIN CFM. 90 CFM PROPOSED. 5. EXHAUST FANS LARGER THAN 50 CFM MAY BE CONNECTED TO 4" DIAMETER SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15'. 6. ALL BATHROOM FANS, KITCHEN HOODS, AND DRYER DUCTS SHALL BE EXHAUSTED TO THE ROOF OR THRU THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUCTS SHALL TERMINATE AT LEAST 36" FROM A WINDOW OPENING. 7. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES. INTERIOR FINISHES: 1. THE FACING OF ANY EXPOSED INSULATION MUST MEET A FLAME SPREAD INDEX OF 25 OR LESS (IBC SECTION 719.2) 2. REFER TO TABLE 721.1 FOR RATED FIRE RESISTANCE PERIODS FOR WALLS AND PARTITIONS (2018 IBC) 3. THE MAXIMUM FLAME -SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR WALLS & CEILINGS SHALL NOT EXCEED THE FLAME -SPREAD LIMITATIONS OF IBC TABLE 803.9 4. INTERIOR WALL AND CEILING FINISH MATERIALS SHALL MEET WITH ASTM E84 OR UL 723 5. INTERIOR FLOOR FINISHES TO COMPLY WITH 2O18 IBC SECTION 804, AND NFPA 253 6. INSULATION TO COMPLY WITH 2O18 IBC SECTION 720 7. DECORATIVE MATERIALS AND TRIMS SHALL BE RESTRICTED BY COMBUSTIBILITY AND THE FLAME PROPOGATION PERFORMANCE CRITERIA OF NFPA 701, IN ACCORDANCE WITH SECTION 806 (2018 IBC) STAIRS & HANDRAILS: 1. 36" STAIR WIDTH MINIMUM, 7-3/4" MAX RISER & 10" MINIMUM RUN W/ A 1" NOSING 2. 6'-8" MINIMUM HEAD ROOM AT ALL STAIRS, CONTINUOUS HANDRAIL 36-38" ABOVE TREAD NOSING 3. IF RISERS ARE OPEN, THE OPENING MUST BE LESS THAN 4", 4" MAX CLEAR SPACE BETWEEN INTERMEDIATE RAILS 4. RAILING GRASP DIMENSIONS SHALL BE BETWEEN 1-1/4" MINIMUM, 2" MAXIMUM 5. FOR WINDING STAIRS, MINIMUM 10" TREAD 12" FROM NARROWEST POINT & MIN 6" TREAD AT THE NARROWEST POINT 6. SHOW MINIMUM 1/2" GYPSUM BOARD AT THE ENCLOSED AND ACCESSIBLE UNDERSTAIR SPACE DECKS -PORCH GUARDRAILS: 1. REQUIRED FOR WALKING SURFACES 30" ABOVE ADJACENT GRADE OR FLOOR BELOW, 361, RAILING HEIGHT MINIMUM, 4" MAXIMUM CLEAR SPACE BETWEEN INTERMEDIATE RAILS O WINDOW NUMBER, REFER TO SCHEDULE SG SAFETY GLASS O DOOR TAG PARTITION TYPE PARTITION TYPE DWG N0. 1 SHEET NO. q2.o ELEVATION KEY DWG N0. 1 SECTION KEY SHEET NO. q2.1 1 BLOW-UP DETAIL A2.1 RM. NAME- MASTER BATHROOM B ROOM TAG ROOM NO. DWG NO. - 3 4 1 ELEVATION KEY z SHEET NO. A3.2 LEGEND: WH WATER HEATER COMBINATION SMOKE & CARBON S/C MONOXIDE DETECTOR: INTERCONNECTED & HARD -WIRED W/ BATTERY BACKUP TYP. FLOORING MATERIAL TRANSITION 7 HOSE BIB zDENOTES EXHAUST FAN AC 0 DENOTES MINI -SPLIT AC UNIT DENOTES CONTINUOUS WHOLE HOUSE FAN, MIN. 75 CFM PER IRC TABLE M1507.3.3(1) f l 1 VF:V nInTr- rAl I nI IT DENOTES EXTG CONSTRUCTION TO REMAIN DENOTES NEW CONSTRUCTION: 2"X4" STUDS @ 16" O.C. 1 LAYER OF 5/8" TYPE X GYPSUM WALLBOARD ON EACH SIDE. HEIGHT: AS INDICATED 1 HR UL RATED. NEW FULL HEIGHT 2X4 WALL CAVITITES TO BE FILLED WITH CLOSED CELL SPRAY FOAM INSULATION (3" MIN = R-21 MIN.) DENOTES EXTG CONSTRUCTION TO BE DEMOLISHED WINDOW SCHEDULE TAG QTY. R.O. SIZE TYPE HDR HEIGHT UA CPD REMARKS 1 1 48" x 48" SLIDER 80" 2 1 48" x 48" SLIDER 801, EG 3 1 48" x 48" SLIDER 80" EG 4 1 48" x 48" SLIDER 80" 6 1 48" x 48" SLIDER 78" EG 7 1 48" x 48" SLIDER 78" EG 8 1 48" x 48" PICTURE 78" 9 1 48" x 48" PICTURE 78" 10A 1 72" x 80" SLIDER 80" SG 10B 1 72" x 80" SLIDER 801, SG 11 1 72" x 48" PICTURE 78" 12 1 12" x 48" PICTURE 82.5" 16 1 48" x 48" SLIDER 80" 17 1 142" x 82-1/2" SLIDER 80" EG, SG 18 1 12" x 48" PICTURE 80" SG 19 1 190" x 82 1/2" SLIDER 80" SG 20 1 190" x 82 1/2" SLIDER 80" SG 21 1 60" x 60" PICTURE 80" SG 22 1 72" X 82 1/2" SLIDER 80" SG 23 1 72" X 24" SLIDER 80" SG 24 1 72" X 24" SLIDER 80" SG 25 1 60" X 18" PICTURE 80" 26 1 60" X 18" PICTURE 80" SG 27 1 48" X 18" PICTURE 80" SG A 7 1'-9" X 4'-1" PICTURE SKYLIGHT EXTG B 1 1'-9" X 3-9" PICTURE SKYLIGHT EXTG PROPOSED THIRD FLOOR PLAN PRDG architecture + design P.O. Box 16328 Seattle, WA 98116 t:888.400.9063 X 101 w w w. p r d g. n e t 2022.12.20 PERMIT 2023.01.18 REVISION #1 104J�J STATE OF .ASHINGTOIll SCALE: 1 /4"=V-0" 821 SPRAGUE ST., EDMONDS, WA 98020 SMITH RESIDENCE A2.05 GENERAL NOTES All drawings and written material herein constitute the original and unpublished work of PRDG architecture + design, and the same may not be duplicated, used, or disclosed without the written consent of PRDG architecture + design, © 2022. CONSTRUCTION LEGEND: 0 [L\49I ki n1l 1. INFORMATION CONTAINED WITHIN THESE DRAWINGS WITH REGARD TO EXISTING CONDITIONS IS PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR. DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS ARE PROVIDED BY THE ARCHITECT BASED ON AVAILABLE INFORMATION. ALL ATTEMPTS HAVE BEEN MADE TO ACCURATELY REPRESENT THE EXISTING BUILDING AND SURROUNDINGS VIA OWNER SUPPLIED AS-BUILTS AND FIELD VERIFICATION. 2. ALL DRAWINGS OF EXISTING CONDITIONS ARE FOR REFERENCE ONLY. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITION PRIOR TO COMMENCING CONSTRUCTION TO AVOID UNREASONABLE DELAYS TO THE SCHEDULE. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS. THE ARCHITECT WILL ISSUES A WRITTEN DIRECTIVE IF FURTHER CLASSIFICATION IS REQUIRED. 3. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36". 4. THE TYPICAL EXTERIOR DIMENSIONS ARE FACE OF CONCRETE AND/OR FACE OF FRAMING, UNLESS NOTED OTHERWISE. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING, UNLESS OTHERWISE INDICATED. 5. DIMENSIONS ARE INDICATED TO THE CENTERLINE OF STRUCTURAL GRID, FACE OF CONCRETE, OR FACE OF STUDS UNLESS NOTED OTHERWISE. 6. REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. MECHANICAL/ELECTRICAL: 1. VERIFY ELECTRICAL AND HEAT LAYOUTS WITH INSTALLED BEFORE INSTALLATION. 2. ALL WASTE LINES TO BE INSULATED WITH ACOUSTIC INSULATION. 3. ELECTRICAL WIRING SHALL CONFORM TO THE 2020 NATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS. 4. INSTALL OUTLETS AND SWITCHES AT HEIGHTS AND LOCATIONS REQUIRED BY 2018 INTERNATIONAL RESIDENTIAL CODE AND THE 2020 NATIONAL ELECTRIC CODE. 5. LIGHTING WATTAGE SHALL MEET THE 2020 NATIONAL ELECTRICAL CODE. 6. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS TO MEET THE 2018 INTERNATIONAL FIRE CODE. LL AN _. EXISTING/PROPOSED ROOF PLAN 1 VENTILATION: 1. PROVIDE PROPER ROOF & CRAWL SPACE VENTILATION PER IBC. 2. PROVIDE EQUIPMENT VENTILATION PER THE FOLLOWING MINIMUM STANDARDS. - VENT DRYER TO OUTSIDE PER MECHANICAL CODE. - VENT ALL FANS TO OUTSIDE W/ S MIN. SEPARATION TO BUILDING OPENINGS. - VENT HOT WATER TANK TO EXPANSION TANK. - VENT DISHWASHER AT SINK. 3. EXHAUST MINIMUMS: PROVIDE SOURCE SPECIFIC INTERMITTENT OPERATION EXHAUST FANS AS IDENTIFIED ON PLANS SPECIFIED FANS MAY EXCEED THE FOLLOWING MINIMUM STANDARDS: - BATHROOMS/LAUNDRY ROOMS: 50 CFM AT 0.25" W.G. - KITCHEN HOODS & DOWNDRAFTS: 100 CFM AT 0.10" W.G. - KITCHEN HOODS GREATER THAN 400 CFM SHALL BE EQUIPPED WITH MAKE-UP AIR. 4. PROVIDE INTERMITTENTLY OPERATED WHOLE HOUSE VENTILATION FAN WITH A MINIMUM 90 CFM. WHOLE HOUSE VENTILATION SYSTEM SHALL CONFORM WITH WASHINGTON STATE ENERGY CODE - CURRENT EDITION AND SHALL BE CAPABLE WITH THE FOLLOWING MINIMUM STANDARDS: - BE SIZED FOR A MAXIMUM SOUND RATING OF 1.0 SONES - BE CONTROLLED BY READILY ACCESSIBLE 24 HR TIMER CAPABLE OF CONTINUOUS OPERATION WITH MANUAL & AUTOMATIC CONTROL. - WHOLE -HOUSE FAN SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE OFF OF THE SYSTEM BY THE OCCUPANT DURING PERIODS OF POOR OUTDOOR AIR QUALITY. - CONTROLS SHALL INCLUDE PERMANENT TEXT OR A SYMBOL INDICATING THEIR FUNCTION. WHOLE HOUSE FAN CALCULATION: (0.01 X 3,587SF) + (7.5 X 5+1) = 35.87 + 45 = 80.87 MIN CFM. 90 CFM PROPOSED. 5. EXHAUST FANS LARGER THAN 50 CFM MAY BE CONNECTED TO 4" DIAMETER SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15'. 6. ALL BATHROOM FANS, KITCHEN HOODS, AND DRYER DUCTS SHALL BE EXHAUSTED TO THE ROOF OR THRU THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUCTS SHALL TERMINATE AT LEAST 36" FROM A WINDOW OPENING. 7. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES. INTERIOR FINISHES: 1. THE FACING OF ANY EXPOSED INSULATION MUST MEET A FLAME SPREAD INDEX OF 25 OR LESS (IBC SECTION 719.2) 2. REFER TO TABLE 721.1 FOR RATED FIRE RESISTANCE PERIODS FOR WALLS AND PARTITIONS (2018 IBC) 3. THE MAXIMUM FLAME -SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR WALLS & CEILINGS SHALL NOT EXCEED THE FLAME -SPREAD LIMITATIONS OF IBC TABLE 803.9 4. INTERIOR WALL AND CEILING FINISH MATERIALS SHALL MEET WITH ASTM E84 OR UL 723 5. INTERIOR FLOOR FINISHES TO COMPLY WITH 2O18 IBC SECTION 804, AND NFPA 253 6. INSULATION TO COMPLY WITH 2O18 IBC SECTION 720 7. DECORATIVE MATERIALS AND TRIMS SHALL BE RESTRICTED BY COMBUSTIBILITY AND THE FLAME PROPOGATION PERFORMANCE CRITERIA OF NFPA 701, IN ACCORDANCE WITH SECTION 806 (2018 IBC) STAIRS & HANDRAILS: 1. 36" STAIR WIDTH MINIMUM, 7-3/4" MAX RISER & 10" MINIMUM RUN W/ A 1" NOSING 2. 6'-8" MINIMUM HEAD ROOM AT ALL STAIRS, CONTINUOUS HANDRAIL 36-38" ABOVE TREAD NOSING 3. IF RISERS ARE OPEN, THE OPENING MUST BE LESS THAN 4", 4" MAX CLEAR SPACE BETWEEN INTERMEDIATE RAILS 4. RAILING GRASP DIMENSIONS SHALL BE BETWEEN 1-1/4" MINIMUM, 2" MAXIMUM 5. FOR WINDING STAIRS, MINIMUM 10" TREAD 12" FROM NARROWEST POINT & MIN 6" TREAD AT THE NARROWEST POINT 6. SHOW MINIMUM 1/2" GYPSUM BOARD AT THE ENCLOSED AND ACCESSIBLE UNDERSTAIR SPACE DECKS -PORCH GUARDRAILS: 1. REQUIRED FOR WALKING SURFACES 30" ABOVE ADJACENT GRADE OR FLOOR BELOW, 36" RAILING HEIGHT MINIMUM, 4" MAXIMUM CLEAR SPACE BETWEEN INTERMEDIATE RAILS O WINDOW NUMBER, REFER TO SCHEDULE SG SAFETY GLASS O DOOR TAG PARTITION TYPE- PARTITION TYPE DWG N0. 1 SHEET N0. A ELEVATION KEY DWG N0. 1 SECTION KEY SHEET NO. q2.1 1 BLOW-UP DETAIL A2.1 RM. NAME- MASTER BATHROOM B ROOM TAG ROOM NO. FOE] 4 DWG NO. s 1 ELEVATION KEY 2 SHEET NO. A3.2 WH WATER HEATER COMBINATION SMOKE & CARBON OS MONOXIDE DETECTOR: INTERCONNECTED & HARD -WIRED W/ BATTERY BACKUP TYP. FLOORING MATERIAL TRANSITION y z AC 0 N-99141,57, HOSE BIB DENOTES EXHAUST FAN DENOTES MINI -SPLIT AC UNIT DENOTES CONTINUOUS WHOLE HOUSE FAN, MIN. 75 CFM PER IRC TABLE M1507.3.3(1) KEY NOTE CALLOUT i 69 � � �iZ�] :i [Ki] ► [yi � 1 � � �iZ�] :1 BAMBOO FLOORING PORCELAIN TILE FLOORING 2ND FLOOR: CARPETED FLOOR PVC ROOF MEMBRANE ON TAPERED INSULATION STAMPED CONCRETE, FRENCH PATTERN EXISTING/PROPOSED ROOF PLAN PRDG architecture + design P.O. Box 16328 Seattle, WA 98116 t:888.400.9063 X 101 w w w. p r d g. n e t 2022.12.20 PERMIT 2023.01.18 REVISION #1 104J�J STATE OF 4`;�ASHINGTON SCALE: 1 /4"=V-0" 821 SPRAGUE ST., EDMONDS, WA 98020 SMITH RESIDENCE A2.06 All drawings and written material herein constitute the original and unpublished work of PRDG architecture + design, and the same may not be duplicated, used, or disclosed without the written consent of PRDG architecture + design, © 2022. PLAN EAST ELEVATION SCALE: 1 /4"=1'-0" MAX. HEIGHT �N co AJOR IIDGE 00M =.C.E. SIN N _OOR F.F.E. SAGE =.C.E. SAGE 3ADE SAGE F.F.E. PLAN NORTH ELEVATION SCALE: 1/4"=1'-0" PRDG architecture + design P.O. Box 16328 Seattle, WA 98116 t:888.400.9063 X 101 w w w. p r d g. n e t 2022.12.20 PERMIT 2023.01.18 REVISION #1 10049- REGISTERED ARCr.11TECT STATE �F ":'l7JHNGT�N ELEVATIONS 821 SPRAGUE ST., EDMONDS, WA 98020 SMITH RESIDENCE A3.00 All drawings and written material herein constitute the original and unpublished work of PRDG architecture + design, and the same may not be duplicated, used, or disclosed without the written consent of PRDG architecture + design, © 2022. MAJOR RIDGE - I����111111111111111111111111111111����■� �■��'lll�lllllBEDROOM CP NrIN N 1ST FLOOR F.F.E. N BEDROOM F.C.E. EG OP AVERAGE GRADE BASEMENT 1 F.F.E. FAMILY ROOM F.C.E. — — — I — — — — — — — — — — — BASEMENT 2 F.F.E. PLAN SOUTH ELEVATION SCALE: 1/4"=1'-O" PRDG architecture + design P.O. Box 16328 Seattle, WA 98116 t:888.400.9063 X 101 w w w. p r d g. n e t 2022.12.20 PERMIT 2023.01.18 REVISION #1 10049- REGISTERED ARCr.11TECT STATE OF ":' �HINGTON ELEVATIONS 821 SPRAGUE ST., EDMONDS, WA 98020 SMITH RESIDENCE A3.01 All drawings and written material herein constitute the original and unpublished work of PRDG architecture + design, and the same may not be duplicated, used, or disclosed without the written consent of PRDG architecture + design, © 2022. WOOD HANDRAIL CAP WOOD HANDRAIL CAP TOP RAIL (1%"X1%") co LL w e m SS CABLES e � w z 0 1 ADJACENT WALL 3 2" MAX 4" MAX OPENING MAINTAIN 5' MAX SPACING NOTE: 1. CONTRACTOR SHALL VERIFY TO INSPECTOR ALL GUARDS AND RAILINGS SHALL BE CAPABLE OF RESISTING 200 LB LOAD ON TOP RAIL ACTING IN ANY DIRECTION AS REQUIRED BY IRC TABLE R301.5 2. ALL GUARDRAILS INSTALLED PER MANUFACTURERS SPECIFICATIONS, SUPPORTS CAPABLE OF RESISTING A SINGLE CONCENTRATED LOAD OF 250 POUNDS, APPIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF THE RAIL. 3. ALL GUARDRAILS TO BE 36" ABOVE ADJACENT WALKING SURFACE, MAXIMUM OPENING TO BE < 4". STAIR & EXTERIOR AT PATIOS AND DECKS 'TENSION CABLE ENSION CABLE GUARD AIL SYSTEM GUARDRAIL & HANDRAIL AT STAIR SCALE: 1-1/2" = V-0" SECTION PRDG architecture + design P.O. Box 16328 Seattle, WA 98116 t:888.400.9063 X 101 w w w. p r d g. n e t 2022.12.20 PERMIT 2023.01.18 REVISION #1 B-ThTE O]I30A.V1IIIII T#110 SECTION EAST/WEST SECTION SCALE: 1 /4"=1'-0" 821 SPRAGUE ST., EDMONDS, WA 98020 SMITH RESIDENCE IZI] STRUCTURAL NOTES GENERAL: ALL METHODS, MATERIALS AND WORKMANSHIP ARE TO CONFORM TO THE INTERNATIONAL BUILDING CODE AND STANDARDS, 2018 EDITION (IBC '18), AS AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: a.) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND CONNECTIONS COMPLETED. b.) FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. c.) BRINGING TO THE ATTENTION OF THE BUILDING DESIGNER ANY CONFLICTS IN DIMENSIONS, MATERIALS OR NOTES SHOWN ON THE PLANS. d.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. MATERIALS, MEMBER SIZES, NOTES, ETC. SHOWN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY CONFLICT WITH THE STRUCTURAL NOTES THAT FOLLOW. DESIGN CRITERIA: FLOOR LIVE LOAD 40 psf (with other live loads in accordance with IBC '18, table 1607.1) DECK LIVE LOAD 60 psf ROOF SNOW LOAD 25 psf WIND: V3s= 110 mph / Exp C SEISMIC: SEISMIC IMPORTANCE FACTOR 1=1 MAPPED SPECTRAL RESPONSE ACCELERATIONS, SS=130, S1=45 SITE CLASS=D, SEISMIC DESIGN CATEGORY: D SPECTRAL RESPONSE COEFFICIENTS: SDS=0.867 AND SD1=0.45 BASIC SEISMIC FORCE RESISTING SYSTEM: WOOD SHEAR WALL RESPONSE MODIFICATION FACTOR: R=6.5 DESIGN BASE SHEAR BUILDING: 14.5 KIPS (ASD) ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE FOUNDATIONS: FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATIVE SOIL WITH AN ASSUMED DESIGN BEARING CAPACITY OF 1500 psf. EXCAVATIONS ARE TO BE TO THE DEPTHS SHOWN ON THE PLANS AND ARE TO BE FREE OF STANDING WATER. OVER EXCAVATIONS ARE TO BE BACKFILLED WITH LEAN CONCRETE (f'c=2000 psi) OR COMPACTED FILL IN ACCORDANCE WITH RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER. STRUCTURAL CONCRETE: ALL CONCRETE IS TO BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH IBC '18, IBC '18 STANDARDS AND ACI-301. MINIMUM 28 DAY COMPRESSIVE STRENGTH IS TO BE 3000 psi FOR WEATHERING. (2500psi USED FOR DESIGN, SPECIAL INSPECTION NOT REQUIRED) WITH AIR ENTRAINMENT IN ACCORDANCE WITH SECTION 1904.2.1. REINFORCING STEEL: #4 BARS AND #5 BARS TO BE GRADE 60 DEFORMED BARS PER ASTM A615 WITH DETAILING, FABRICATION AND PLACEMENT PER IBC '18 AND ACI-318. INTERSECTING CONCRETE WALLS & FOOTINGS ARE TO HAVE #4 CORNER BARS WITH A MINIMUM OF 18" OF EMBEDMENT AND SPACED THE SAME AS THE HORIZONTAL REINFORCEMENT. METAL CONNECTORS FOR WOOD: THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS ARE THOSE AS MANUFACTURED BY SIMPSON STRONG —TIE COMPANY, INC. BOLTS ARE TO BE A307 WITH WASHERS AT ALL WOOD SURFACES BENEATH HEAD OR NUT. BOLT HOLES ARE TO BE 1/16" GREATER IN DIAMETER THAN BOLT DIAMETER. NAILS ARE TO BE COMMON WIRE NAILS AND OF QUANTITY, SIZE, LENGTH AND TYPE AS SPECIFIED BY SIMPSON. NAILS ARE COMMON WIRE. METAL CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD ARE TO HAVE A CORROSION PROTECTIVE COATING PER THE RECOMMENDATIONS OF THE PRESERVATIVE TREATED WOOD SUPPLIER AND THE METAL CONNECTOR MANUFACTURER. IF THE NEEDED INFORMATION IS NOT PROVIDED STAINLESS STEEL CONNECTORS ARE RECOMMENDED. FASTENERS INSTALLED IN PRESERVATIVE TREATED WOOD TO BE HOT DIPPED GALVANIZED, OR STAINLESS STEEL PER IBC 2304.10.5 WOOD FRAMING: 2x LUMBER TO BE HF#2 OR BETTER EXCEPT WALL STUDS MAY BE HF STUD GRADE & SILL PLATES HF#3 WHERE NOT SPECIFIED ON THE PLANS: a.) COLUMNS IN WALLS ARE TO BE (2) 2x STUDS OF THE SAME WIDTH AS THE WALL AND SPIKED TOGETHER WITH 10d ® 12" o.c. (UNLESS NOTED OTHERWISE) b.) FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE ONE FLOOR JOIST DIRECTLY BENEATH EACH PARTITION LESS THAN ONE HALF SPAN LENGTH AND TWO JOISTS WHERE PARTITION EXCEEDS ONE HALF THE SPAN LENGTH OF THE JOIST. c.) FLOOR JOISTS ARE TO BE BLOCKED AT ALL BEARINGS. d. WALL TOP PLATES ARE TO HAVE STAGGERED SPLICES A MINIMUM OF 4'-0" APART AND SPIKED TOGETHER IN THE SPLICED ZONE WITH A MINIMUM OF 8-16d SINKERS. e.) WOOD IN CONTACT WITH THE WEATHER, SOIL, CONCRETE OR MASONRY IS TO BE PRESERVATIVE TREATED. f.) ISOLATED COLUMNS ARE TO HAVE "CC" TYPE COLUMN CAPS. COLUMNS IN WALLS ARE TO HAVE "AC", "LPC", OR "PC" TYPE POST CAPS. STRUCTURAL GLUED LAMINATED TIMBER: MANUFACTURED BEAMS ARE TO BE OF DOUGLAS FIR AND STRESS GRADE COMBINATION 24F—V4, BEAM CAMBER WHERE REQUIRED IS SHOWN ON THE PLANS. STRUCTURAL PREFABRICATED WOOD PRODUCTS: WOOD I —BEAMS AND OTHER PREFABRICATED WOOD PRODUCTS SHOWN ON THE PLANS ARE THOSE PRODUCTS AS MANUFACTURED BY TRUSS JOIST MacMILLIAN. SHEARWALL SCHEDULE 1,2,3,4,6,7,8,9,10,11,12 MARK SHEATHING SHEATHING BOTTOM PLATE REMARKS ANCHOR BOLTS ALLOWABLE EDGE NAILING NAILING SHEAR SW1 15/32" PLYW'D 8d ® 6" o.c. 16d 0 8" o.c. 5/8" dia. A.B. ® 48" o.c. 230 plf ONE SIDE WITH 2x SILL PLATE (U.N.0) SW2 15/32" PLYW'D 8d @ 4" o.c. 16d @ 5X2" o.c. 5/8" dia. A.B. ® 32" o.c. 350 plf ONE SIDE WITH 2x SILL PLATE (U.N.0) SW3 15/32" PLYW'D 8d @ 3" o.c. 16d @ 4" o.c. SEE NOTE 5. 5/8" dia. A.B. C� 12" o.c. 450 plf ONE SIDE WITH 2x SILL PLATE (U.N.0) SW4 15/32" PLYW'D 8d @ 2" o.c. 16d @ 3" o.c. SEE NOTE 5 5/8" dia. A.B. @ 8" o.c. 600 plf ONE SIDE WITH 2x SILL PLATE (U.N.0) SW5 15/32" PLYW'D 8d @ 4" o.c. 16d @ 5Xi" o.c. SEE NOTE 5 5/8" dia. A.B. @ 16" o.c. 700 plf EACH SIDE 2 ROWS WITH 3x SILL PLATE (U.N.0) SW6 15/32" PLYW'D 8d CAD 3" o.c. 16d @ 4" o.c. SEE NOTE 5. 5/8" dia. A.B. CAD 12" o.c. 900 plf EACH SIDE 2 ROWS WITH 3x SILL PLATE (U.N.0) SW7 15/32" EACH PLYW'D SIDE 8d ® 2" a.c. 16d 3" o.c. SEE NOTE 5. 5/8" di dia. A.B. c. C� 8" o.c. 1650 plf DFL FRAMING 2 ROWS WITH SILL PLATE ( U.) NOTES: 1. SCHEDULE IS BASED ON 2018 INTERNATIONAL BUILDING CODE FOR WOOD FRAMED WALLS WITH 2x4 (MINIMUM) HEM —FIR STUDS @ 24" o.c.. NOTE: (EXCEPT DOUG—FIR STUDS REQUIRED AT "SW7") PER AWC SDPWS-2008 THE PLATE 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. WASHER SHALL EXTEND TO WITHIN Y2 3. SHEATHING THICKNESS MAY BE REDUCED TO 1 /2" OR 7/16". INCH OF THE EDGE OF THE BOTTOM 4. SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. PLATES FOR SHEARWALL TYPES 5. STUDS ARE TO BE SINGLE 3" NOMINAL OR THICKER (OR 2-2x STUDS SPIKED "SW3" THROUGH "SW7" TOGETHER WITH 10d AT 4" O.C.) AT ADJOINING PANEL EDGES AND SHEATHING NAILING STAGGERED FOR SW3, SW4, SW5, SW6, & SW7. 6. ALL NAILS ARE TO BE COMMON WIRE. P.T. SILL PLATE W/- 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 8d @ 12" o.c. 5/8 Dia. ANCHOR BOLT 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE PER PLAN OF THE SHEATHING. 9. ANCHOR BOLTS ARE 5/8" dia. ® 48" o.c. WITH 7" MIN. EMBEDMENT (U.N.0) 10. WASHERS TO BE 3" x 3" x 0.229" THICK PLATE WASHERS MINIMUM (USE 4.5x4.5xO.25" AT SW5, SW6, and SW7 WALSS FRAMED WITH 2x6 STUDS) 11. THERE SHALL BE A MINIMUM OF 2 ANCHOR BOLTS PER PIECE OF SILL PLATE WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 4" FROM END OF EACH PIECE 12. PLATE WASHER EXTENDS TO WITHIN 1 /2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDES WITH SHEATHING OR OTHER MATERIAL WITH UNIT SHEAR CAPACITY OF 400 PLF OR GREATER FOR WIND OR SEISMIC. (SEE PLATE WASHER DETAIL) HOLDOWN SCHEDULE HOLDOWN (SIMPSON) WALL STUD ANCHOR BOLT REMARKS COLUMN NAILS/BOLTS HDU5 (2) 2x HF STUD (12) SDS Y4" x2.5" SCREW 5/8" Dia. THREADED ROD FLOOR TIE SCHEDULE STRAP TIE WALL STUD REMARKS NAILS/BOLTS/SCREWS (SIMPSON) 8-10d CS16x40 2x HF STUD EACH END MSTC40 (2)2x HF STUD SINKER EACH E END 12-16d SINKER AT FACE MSTC48B3 (2)2x HF STUD 4-16d SINKER AT BOTTOM 38-16d SINKER AT POST MSTC52 (2)2x HF STUD 24-16d SINKER EACH END HDU5 (2) 2x HF STUD (12) SIDS Y4" USE 5/8" Dia. x2.5" SCREWS THREADED ROD FLC FLVVR OLMM PER PLAN FLOORTIE STRAP PER PLAN .ND STRAP AROUND END OF BEAM TYPICAL FL00 RTI E STRAP DETAILS PLATE WASHER DETAIL SHEARWALL (SH'T'G NOT SHOWN FOR CLARITY) SHEARWALL SHEATHING 1 /" SHEARWALL SHEATHING MAY BE INSTALLED ON THE INTERIOR OR EXTERIOR FACE OF WALL BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE EXISTING FLOOR EXISTING FLOOR JOIST P.T. 2x SILL PLATE W/ ANCHOR BOLT PER SHEARWALL SCHEDULE (ADD 5/8"0 WEDGE ANCHORS AS NEEDED PER SHEARWALL SCHEDULE) EXISTING FOUNDATION 7/16" OSB (OR PLYWOOD) SHEARWALL EDGE NAILING EDGE NAILI .II a d z/\\z/ A SHEARWALL DETAIL CONCRETE SLAB 7 FOUNDATION PER PLAN SPECIAL INSPECTION MAY BE REQUIRED FOR EPDXIED ANCHOR RODS (VARIES WITH JURISDICTION). CONSULT WITH LOCAL BUILDING OFFICIAL FOR INSPECTION REQUIREMENTS AND PROCEDURES. F_N0 R I M J 01 ST WHERE "MSTC" TIE STRAPS ARE SPECIFIED USE USE SHEARWALL EDGE NAILING FOR CONNECTION ------ TOF SHT'G TO EACH STUD DBL. STUDS = TIE STRAP w PER PLAN o z" UPPER FLOOR w RIM PER PLAN SUB —FLOORING 0 JCK SOLID J AT STRAP NOTE: IF HEADER LOCATIONS Z � INTERVENES, WRAP J < AND NAIL STRAP TO o CY HEADER AND TIE UJ z" HEADER AT EACH END w TO WALL STUDS BELOW w/ (1) LSTA21 I USE SHEARWALL EDGE NAILING FOR CONNECTION OF SHT'G TO EACH STUD I SHEARWALL SYM. AB'T' SHEARWALL PER PLAN (SHEATHING NOT SHOWN FOR CLARITY) USE SHEARWALL EDGE NAILING FOR CONNECTION OF SH'T'G TO POST (TYP.) HOLDOWN POST PER SCHEDULE BRACKET HOLDOWN PER PLAN THREADED ROD PER SCHEDULE EMBEDDED 12" INTO CONCRETE WALL WITH SIMPSON "SET—XP" EPDXY —TIE ADHESIVE SYSTEM. USE SHEARWALL Enr_r Dieu Mr_ FOR CONNECTION FLOOR SHEA RIM JOIST WITH RIMJOIST SYM. AB'T' SHEARWALL PER PLAN (SHEATHING NOT SHOWN FOR CLARITY) :DULE THREADED ROD PER SCHEDULE EMBEDDED 12" INTO CONCRETE WALL WITH SIMPSON "SET—XP" EPDXY —TIE ADHESIVE SYSTEM. FOUNDATION U PER PLAN FOUNDATION II PER PLAN TYPICAL RETRO-FIT HOLDOWN DETAILS BRACKE THREADED PER FLOOR SCHEC HEADER PER PLATE WASHER (MAY BE COUNTERSUNK) AT HEADER SHEARWALL PER PLAN (SHEATHING NOT SHOWN FOR CLARITY) HOLDOWN POST PER PLAN OTTOM PLATE BLOCK SOLID UNDER POST AT BRACKET FLOOR LOCATIONS S H EATH I N G SIMPSON CS16x30 STRAP i TOF (8)16d NAILS SIMPSON CS16x20 STRAP BRACKET TYPE HOLDOWN DETAILS V COLUMN PER PLAN PLATES USE SHEARWALL EDGE NAILING FOR CONNECTION OF SH'T'G TO POST (TYP.) FLOOR 0 AT WALL -] SHEARWALL PER PLAN (SHEATHING NOT SHOWN FOR CLARITY) HOLDOWN POST PER SCHEDULE BRACKET TYPE HOLDOWN PER PLAN THREADED ROD PER FLOOR TIE SCHEDULE BLOCK SOLID UNDER-- I RIM JOIST POST AT BRACKET II PER PLAN LOCATIONS I I I III BRACKET TYPE HOLDOWN PER PLAN HOLDOWN POST PER SCHEDULE T,5E ENGINEERING 12810 N.E. 178 th ST. • Suite 218 Woodinville, WA 98072-8702 (425) 481-6601 `c A. h'1' 0 WAS I� z 40891 NAL F� 12/08/22 project title: PRDG ARCHITECTURE & DESIGN SMITH RESIDENCE TSE #9573 sheet title: STRUCTURAL NOTES AND D ETAI LS revisions: designer: KR drawn: El checked: KR date: 12/08/22 scale: AS NOTED file: 9573 sheet #: AT DROPPED HEADER BEAM PER PLAN SIMPSON TS (OR EQUAL) -SIMPSON A35 (OR EQUAL) BEAM PER PLAN IAT WALL/POST SIMPSON CS16x24 (OR EQUAL) BEAM PER PLAN SIMPSON A35 (OR EQUAL) COLUMN PER PLAN TYPICAL BEAM CONNECTIONS ^n icoinir /uiuror nrni mcl WHL1 P.T. 2x LEDGER / RIM JOIST WITH SDS J"O x4" AT 12"o.c ST DECK PER PLAN "LUS" HI DECK LEDGER UPGRADE DETAIL BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE PLYWOOD OR "OSB" SHEATHING —SHEARWALL PER PLAN SHEARWALL EDGE NAILING SIMPSON TS18 (OR EQUAL) BEAM PER PLAN \---2"A35" ANGLE (OR EQUAL) COLUMN PER PLAN WALL PER PLAN P.T. 2x LEDGER ATTACHED — RIM JOIST WITH (2) ROWS SIDS J" O x4" SCREWS AT 12"o.c STAGGERED STING 2x )OR JOIST LAN DECK JOIST PER PLAN WITH "LUS" HANGER n (E)WALL TO BE REMOVED ; v T I I I I P.T. 2x LEDGER ATTAICHED RIM JOIST WITH I(2) �OWS SDS J" O x4l' SCRREWS AT 12"o.c STAGGERED I I I NEW WALL/DOOR PER PLAN FURRING (WHERE OCCURS) i i i i EXISTING 2x FLOOR JOIST i i EXISTING 2x DECK JOIST RIM JOIST NAILED TO NEW 2x DECK JOIST WITH (2)ROWS 16d "LUS" HANGER AT 12"o.c (OR EQUAL) NEW 2x DECK i JOIST (CONTINUOUS FROM LEDGER TO DECK BEAM) i FURRING (WHERE OCCURS) i WALL PER PLAN i i i i (E� NEW DECK JOIST SCAB /LEDGER UPGRADE DETAIL FURRING (WHERE OCCURS) i i i i i i i i i RIM JOIST EXISTING 2x FLOOR JOIST SIMPSON CS16x30 STRAP EXISTING 2x RIM JOIST FLOOR JOIST EXISTING 2x DECK JOIST BEAM PER PLAN—, ICE I I I WALL BEYOND I I SHEARWALL DETAIL SIMPSON A23J NG HEADER (OR EQUAL) (8)16d NAILS llwo� IN, COLUMN PER PLAN NEW HEADER CONNECTION DETAIL EXISTING FLOOR JOIST LTP4 ® 16" o.c.—J SHEARWALL- EDGE NAILING EXISTING RIMJOIST NEW GLUL PER PLAN [CANTILEVER J 01 ST WALL PER PLAN FURRING (WHERE OCCURS) SIMPSON DTT2 7WITH 1 /2" Dia. —THREADED ROD DECK JOIST PER PLAN WITH "LUS" HANGER BRIM JOIST WALL PER PLAN — TYPICAL DECK -TIE DETAILS EXISTING FLOOR JOIST FLOOR JOIST ALIGNED WITH SHEARWALL SHEARWALL PER PLAN SHEARWALL DETAIL SIMPSON CS16x30 STRAP STOP PLATES EXISTING FLOOR JOIST i FURRING (WHERE OCCURS) i i i i i i i BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE i i i i i EXISTING 2x FLOOR JOIST 2x BLOCK RIM JOIST BETWEEN JOISTS i i i �_LTP4 ® 16" O.C. i WALL PER PLAN i i i OFFSET PER PLAN SHEARWALL DETAIL V J 1 "=V-0" RIMJOIST NEW CONTINUOUS GLULAM HEADER PER PLAN SIMPSON CS16x20 STRAP TOP PLATES '—EXISTING SIMPSON A23 HEADER SIMPSON A23 (OR EQUAL) (OR EQUAL) EXISTING JACK STUD (F.V) (2) NEW (4)2x4 STUDS (3) 2x4 STUDS EXISTING KING STUD (F.V) NEW HEADER CONNECTION DETAIL � NEW HEADER CONNECTION DETAIL FLUSH RIM FURRING WALL PER PLAN (WHERE OCCURS) I SIMPSON DTT2 WITH 1/2" Dia. THREADED ROD RIM JOIST EXISTING FLOOR JOIST DECK JOIST PER PLAN WITH "LUS" HANGER WALL PER PLAN FURRING (WHERE OCCURS) I BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE I EXISTING FLOOR JOIST RIM JOIST PLYWOOD OR "OSB" SHEATHING —SHEARWALL PER PLAN .,—SHEARWALL EDGE NAILING DECK JOIST PER PLAN WALL PER PLAN PLYWOOD OR "OSB" SHEATHING PLYWOOD OR "OSB" SHEATHING SHEARWALL — SHEARWALL PER PLAN PER PLAN BOTTOM PLATE NAILING PER — SHEARWALL SHEARWALL SCHEDULE EDGE NAILING SHEARWALL EDGE NAILING "LTP4" RIM JOIST AT 16"o.c� FLOOR JOIST XISTING (E)DECK JOIST EDGE NAILING PER PLAN NEW 7/16" OS (OR PLYWOOD SHEARWALL PER PLAN SHEARWALL DETAIL TSE ENGINEERING 12810 N.E. 178 to ST. • Suite 218 Woodinville, WA 98072-8702 (425) 481-6601 Yi A • R 0891 CIS TGR��(j`•' NAL F� 12/08/22 project title: PRDG ARCHITECTURE & DESIGN SMITH RESIDENCE TSE #9573 sheet title: STRUCTURAL D ETAI LS revisions: designer: KR drawn: El checked: KR date: 12/08/22 scale: AS NOTED file: 9573 sheet: S2 1 "=1'-0" 1 "=1'-0" EXTEND HEADER TO CORNER AND FASTEN SHEATHING TO HEADER WITH (3)ROWS 8d AT 3" O.C. + + + + + + + + + EXISTING RAFTER + + + + + + + + XISTING BLOCKING (E) FASCIA---'"A23" AT 16" ox. BOARD BLOCK TO PLATE AT SHEARWALL LOCATION SHEARALL EDGE NAILING i STRAP TIE: SIMPSON CS16x28— SIMPSON 5A AT EACH RAFTER 7/16" OR 1/2" WALL SHEATHING NAILED w/2 ROWS OF 8d ® 3"o.c. DBL. STUD WALL TOP PLATES AT PANEL EDGES (1 ROW OF NAILS PLYWOOD OR INTO EACH STUD AND SILL PLATE). "OSB" SHEATHING SHEARWALL PER PLAN FURRING (WHERE OCCURS) A WALL FRAMING DETAIL SHEARWALL FRAMING DETAIL (AT CORNER) '"_''-°" B (AT NEW/REVISED WALLS) RAFTER ALIGNED WITH SHEARWALL RAFTER PER PLAN SIMPSON "A23" AT 12" O.C. (WHERE SHEARWALL OCCURS) WALL TOP PLATES RAFTER OFFSET WITH SHEARWALL (E)RAFTER ALIGNED 2x BLOCK BETWEEN WITH WALL BELOW RAFTERS AT 16"o.c (F.V) RAFTER KAritK PER PLAN PER PLAN (2)16d BACK NAIL EACH SIDE AT SHEARWALL SHEARWALL EACH BLOCK EDGE NAILING SIMPSON "A23" EDGE NAILING AT EACH BLOCK PER PLAN —/ PER PLAN WALL TOP PLATES PLYWOOD OR PLYWOOD OR "OSB" SHEATHING "OSB" SHEATHING NTERIOR SHEARWALL DETAILS 1 "=1'-0" (E) NG R 14LTT I I JUL I\ PER PLAN � I � I RAFTER TO NEW HEADER CONNECTION 1 "=1'-0" IAT DROPPED HEADER SIMPSON T� (OR EQUAL) BEAM PER PLAN SIMPSON A35 (OR EQUAL) "—BEAM PER PLAN NEW BEAM CONNECTIONS 1 "=1'-0" RIDGE BEAM SPLICE (ASSUMED) EXISTING RIDGE BEAM EXISTING RIDGE BEAM (IF ^ I COLUMN �--/� PER PLAN RIDGE BEAM CONNECTIONS W/ COLUMN CAP 1 "=1'-0" AT FLUSH HEADER r BEAM PER PLAN FLUSH BEAM/ HEADER GER SIMP� (0 CANTILEVER BEAM PER PLAN "A23" AT 16" o.c. — SHEARWALL BLOCK TO PLATE EDGE NAILING WALL TOP PLATES SHEARWALL PLYWOOD OR PER PLAN "OSB" SHEATHING CONSTRUCT SLOPED RAKE WALL WITH CONTINUOUS STUDS FROM FLOOR TO ROOF SHEARWALL DETAIL AT RAKE WALL '"_''-°" (AT NEW/REVISED WALLS) CANTILEVER BEAM CONNECTION DETAIL 1 "=1'-0" FLOORTIE STRAP PER PLAN -ND STRAP ROUND JD OF RIMJOIST (E) FASCIA BOARD T,5E ENGINEERING 12810 N.E. 178 to ST. • Suite 218 Woodinville, WA 98072-8702 (425) 481-6601 tK A• R WAS jYR 40891 GISTER��(j`? `SIDNAI. F� 12/08/22 project title: PRDG ARCHITECTURE & DESIGN SMITH RESIDENCE TSE#9573 sheet title: STRUCTURAL D ETAI LS revisions: designer: KR drawn: El checked: KR date: 12/08/22 scale: AS NOTED file: 9573 sheet #: S3 EXISTING - DECK FOOTING (TYP) LOCATE HOLDOWNAT EDGE OF WALL --EXISTING (TYP) PAD - E) EAM RETROFIT HOEDOWN Jh' Jh Jh yOG y� y PER DETAIL C/S1 (TYP) �.� tS Gs (E) LANDING \� I I I I up---- - - - - - - - - - - - - - - - - - - - - -- Cn I I I o I I I I E CRAWLSPACE J I .............. INSTALL HOLDOWN - AT POST WHERE CANTILEVER BEAM OCCURS w I F_ -1 (E) CONCRETE 1 ® SLAB EXISTING Q EXISTING------------------/ CONTINUOUS Cn o I� PAD FOOTING (FIELD VERIFY) 01� c o (E)CRAWLSPAC A s1 z I I X i I I II II w J I � � I r ��J? � 2 3 ANCHOR BOLT: • SEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE AND SPACING. FOUNDATION P A LEGEND SW X = SHEARWALL PER SCHEDULE ON S1 SCALE 1"=1"-0" \yam = HOLDOWN PER SCHEDULE ON S1 = DETAIL PER S1-S3 = INDICATES BEARING LOCATIONS. ALL COLUMNS TO BE (2) 2x STUDS SPIKED TOGETHER W/ (2) ROWS 10d ® 6" ox. STAGGERED (U.N.O.) = INDICATES JOIST SPAN T,5E ENGI NEEf?I NG 18210 N.E. 178th STREET SUITE. 218 Woodinville, WA 98072-5708 (425) 481-6601 z �0. 40891 IST J�NAL 12/08/22 project title: PRDG ARCHITECTURE & DESIGN SMITH RESIDENCE TSE# 9573 sheet title: FOUNDATION PLAN revisions: designer: KR drawn: El checked: KR date: 12/08/22 scale: AS NOTED file: 9573-PLANS sheet #: HIM (E) CONCRETE WALL EXISTING 6x POST (TYP) AS AN OPTION, MSTC52/MSTC48B3 STRAPS SHOWN ON THIS PLAN MAY BE REPLACED BY HDU5 rl mr-m a I WALL D2 3 FIRST FLOOR FRAMING PAN w BASEMENT SHEARWALLS SCALE 1"=1"-0" ►4 T,5E ENGI NEEf?I NG 18210 N.E. 178th STREET SUITE. 218 Woodinville, WA 98072-5708 (425) 481-6601 A. WAS l� 'Z •Cl 40891IST wW IONAL ti�G�� 12/08/22 project title: PRDG ARCHITECTURE & DESIGN SMITH RESIDENCE TSE# 9573 sheet title: FIRST FLOOR FRAMING PLAN W/ BASEMENT SHEARWALLS revisions: designer: KR drawn: El checked: KR date: 12/08/22 scale: AS NOTED file: 9573-PLANS sheet #: FLOORTIE/ BRACKET PER DETAIL E/S1 (TYP) EXISTING------- XISTING- DECK -TIE --- - 6x POST PER DETAIL (TYP) C/S2 E P.T. 6x BEAM DECK -TIE PER DETAIL C/S2 1 Y-RWJOIST •R •R S2 0 0 0 J Li 0 xi N Z F- Cn X w BLOCKED FLOOR DIAPHRAGM AND NAIL WITH 1Od AT 4"o.c UPGRADE (E) DECK .. EDGE/ 12"o.c FIELD LEDGER PER DETAIL \ E/S2 7 POINT ZT LOAD N DECK -TIE NEW PER DETAIL (4)2x4 C S2 S2 E M S1 S2 CS -DECK-TIE o NEW PER DETAIL (4)2x4 C/S2 of (E) HDR • BRIG WALL /G WALL POINT-- o (3)2X6 LOAD ABOVE Q� x N z Cn X w (E) CONCRETE WALL m x N CD Z H U) X w NEW (3)2x4 NEW 4x8 DFL#2 �C---- - MIN(F.V)A E (4)2x4 S 1 NEW (4)2x4 F S2 E) BEAM if I (E) JOIST PLUS NEW P.T. 2x10 HF#2 JOIST WHERE EXISTING BUMPOUT WAS REMOVED EXISTING 6x POST (TYP) (E Tl• 67EA EXISTING WALL ~ BUMPOUT TO BE I I FD REMOVED ��1 I �tCK-"TIE I o -POINT PER DETAIL' C/S2 II i o LOAD ABOVE - — DECK -TIE PER DETAIL . N Dc �� C/S2 + ro DECK PER I G I -TIE DETAIL LOAD _OINT ____ E RIMJOIST — ABOVE C/S2 • POINT LOAD) ABOVE (E) BEA ' f -EXISTING G H ES2 g H 6x POST S3 S2Cn S3 _ •� o NEW (4)2x4 • J -(4)2x4 UNDER 3:I_J NEW (4)2x4 o UNDERABOVE LOAD Z I �� LOAD ABOVE w z • f g 5. D Ig J o o ----(E)POST J O �•� N Of2 N.U^ • N 4 N P x w O Z .. � • X `. kCn x S3 N A N w S2 G S3 S2 . QEAM (ELffAM . o --POINT c LOAD ABOVE GA,O - A -- -- FLOORTIE PER DETAIL -EXISTING o POST POINT LOAD , I MS (E)POST S 2 D/S 1(TYP) , o � o I x H �v` S2 0 z - ��� -- (E) CONCRETE X WALL w (E)POST---- (E) CONCRETE WALL Jh , Gc3� 2 3 SECOND FLOOR FRAMING PLAN a wZ FIRST FLOOR SHEARWALLS SCALE 1 "=1 "-0" PLACE BRACKET HOLDOWN AT END OF SHEARWALL (TYP) TSE ENGI NEEf?I NG 18210 N.E. 178th STREET SUITE. 218 Woodinville, WA 98072-5708 (425) 481-6601 �Q.1 �xwA,C Y 2 b 'A0 40891 s ANAL 12/08/22 project title: PRDG ARCHITECTURE & DESIGN SMITH RESIDENCE TSE# 9573 sheet title: SECOND FLOOR FRAMING PLAN W/ FIRST FLOOR S H EARWALLS revisions: designer: KR drawn: El checked: KR date: 12/08/22 scale: AS NOTED file: 9573-PLANS sheet #: FRAME WALL FRAME WALL PER DETAIL PER DETAIL A S3 A/S3 SW4 3 SW4 — - — - — - L ) x1 GLULAM .(CORNER TO CORNER) B K K K A S3 S2 5x12 GLULAM S2 S2 5 x12 GLULAM S2 '—(3)2x4 (3)2x4 FUR OUT WALL FUR OUT WALL 3)2x6 1AS NEEDED (3)2x6 3)2x6 AS NEEDED (3)2x6—' 4x10 DFL 2 J w (3)2x4— ---(4)2x4 z Q I� _ .9-w- CD o_ m Z X EXISTING RAFTER Cnn x W -(E)SKYLIGHT OPENING (TYP) S3 • (E) RIDGE BEAM (E) RIDGE BEAM (EJ HDR I. EXISTING NEW CONTINUOUS w EXISTING POST (NO CHANGES) 6x6 DFL#1 POST. Q POST E (FIELD VERI e S3 O I Of 0 I z cV _ •_ Ll t- I I I C71 W it (E HDR •---(3)2x4--(3)2x4 (E) •HDR (E) HDR • (E) HDR B 11 3 x9 GLULAM S3 3 x9 GLULAM (E) HDR ( •HDR SW1 � T 3 ROOF FRAMING PLAN w/ LEGEND SW X = SHEARWALL PER SCHEDULE ON S1 ROOF FRAMING NOTES: OSECOND FLOOR S H EARWALLS WALL KEY S = HOLDOWN PER SCHEDULE ON S1 ROOF FRAMING TO BE EXISTING SCALE 1 "=1 "-0" *\ �+ 2x RAFTERS ® 24"o.c. NEW WALL, SHEARWALL, U.N.O. OR EXTERIOR WALL = DETAIL PER S1—S3 • COLUMNS ® HEADERS, NON BEARING = INDICATES BEARING LOCATIONS. AND GIRDERS TO BE WALL BELOW ® ALL COLUMNS TO BE (2) 2x (2) 2x STUDS U.N.O. STUDS SPIKED TOGETHER W/ 0 ALL HEADERS TO BE (2) ROWS 1Od @ 6" o.c. 4x8 DFL#2 U.N.O. EXISTING WALL STAGGERED (U.N.O.) �`I T,5E ENGINEERING 18210 N.E. 178th STREET SUITE. 218 Woodinville, WA 98072-5708 (425) 481-6601 1.tK A. Ry WAS l� 2 ST b I0NAL 12/08/22 project title: PRDG ARCHITECTURE & DESIGN SMITH RESIDENCE TSE# 9573 sheet title: ROOF FRAMING PLAN W/ SECOND FLOOR SHEARWALLS revisions: designer: KR drawn: El checked: KR date: 12/08/22 scale: AS NOTED file: 9573-PLANS sheet #: