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APPROVED BLD PLN RESUB 1 BLD2023-0972+Architectural_Plan+8.31.2023_2.05.11_AM+3757273 -1 I 2 I 3 I 4 I 5 GENERAL CONSTRUCTION NOTES ABBREVIATION LIST SHEET INDEX C 0 GENERAL: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2018 IRC AND THE 2018 IBC IN CONJUNCTION WITH THE CURRENT EDITION OF THE WASHINGTON STATE BUILDING CODE, AND ALL OTHER LOCAL CODES IN EFFECT. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY THE BUILDING DESIGNER OF ANY DISCREPANCIES IN THE DRAWINGS PRIOR TO THE START OF ANY WORK. ALL MATERIALS AND WORKMANSHIP SHALL BE AS SPECIFIED BY THESE CONSTRUCTION DRAWINGS AND SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODES IN EFFECT. WHERE THERE IS A CONFLICT BETWEEN THE CONSTRUCTION DRAWINGS AND THE REFERENCED CODE, THE REFERENCED CODES AND STANDARDS SHALL APPLY. WORKING DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR ARE NOT NOTED FOR ANY PART OF THE WORK BUT ARE OF SIMILAR CHARACTER TO OTHER DETAILING S OWN, THE CONSTRUCTION METHODS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK, SUBJECT TO THE REVIEW AND APPROVAL OF THE BUILDING DESIGNER. TYPICAL CONSTRUCTION AND INDUSTRY STANDARDS SHALL BE FOLLOWED THROUGHOUT. ALL CONSTRUCTION SHALL BE OF THE HIGHEST QUALITY WORKMANSHIP. ALL WALLS SHALL BE FRAMED PLUMB AND TRUE. ALL CONNECTIONS SHALL BE MADE SECURE ACCORDING TO ACCEPTED CONSTRUCTION PRACTICES OR AS SPECIFIED IN THESE PLANS AND DRAWINGS. NOTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AND SHORING NECESSARY FOR THE CONSTRUCTION OF THE STRUCTURE AND ITS COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED AND SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS, METHODS, TECHNIQUES, SEQUENCING OF AND OR OTHER PROCEDURES REQUIRED TO PERFORM THE WORK. ALL CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE BUILDING DESIGNER OR THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL DOOR AND WINDOW ROUGH -OPENING DIMENSIONS WITH THE DOOR AND WINDOW MANUFACTURER'S REPRESENTATIVES. APPLICABLE CODES: THIS DESIGN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS WITH APPLICABLE WASHINGTON STATE AMENDMENTS: INTERNATIONAL CODE COUNCIL • INTERNATIONAL RESIDENTIAL CODE FOR ONE- AND TWO-FAMILY DWELLINGS 2018 EDITION (IRC). WASHINGTON STATE BUILDING CODE: • INTERNATIONAL BUILDING CODE 2018 EDITION (IBC). • WASHINGTON STATE ENERGY CODE, RESIDENTIAL PROVISIONS 2018 EDITION (WSEC). BUILDING DESIGN DATA: OCCUPANCY GROUP SINGLE FAMILY DWELLING WIATTACHED GARAGE CLIMATE ZONE ZONE 4C CONSTRUCTION TYPE V-B (NOT RATED) DWELLING UNIT SIZE MEDIUM (1.5 ENERGY CREDITS) STAIR CONSTRUCTION: GENERAL ALL STAIRWAYS SHALL BE BUILT IN ACCORDANCE WITH SECTION 311 OF THE IRC, AND PROVIDE THE MINIMUM AND MAXIMUM DIMENSIONS AS FOLLOWS: MINIMUM WIDTH 3'-0" MINIMUM RUN 0'-10" MAXIMUM RISE 0'-7'/a" MINIMUM NOSING PROJECTION 0'-0'/<" MAXIMUM NOSING PROJECTION 0'-1'/<" LANDINGS LANDINGS AT ALL STAIRS SHALL HAVE A MINIMUM DIMENSION IN THE DIRECTION OF TRAVEL THAT IS NOT LESS THAN 36" (THE REQUIRED WIDTH OF THE STAIR). HANDRAILS THE HANDGRIP PORTION OF ALL HANDRAILS SHALL BE 1-114" - 2" IN CROSS -SECTIONAL DIMENSION. HANDRAILS SHALL HAVE A MINIMUM HEIGHT OF 34" WITH A MAXIMUM HEIGHT OF 38" ABOVE THE PLANE OF THE TREAD NOSING, AND SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE STAIRS. THE ENDS OF HANDRAILS SHALL TERMINATE TO THE WALL OR NEWEL POSTS (STARTING NEWEL OR VOLUTE SHALL BE LOCATED WITHIN THE FIRST TREAD.) HEADROOM MINIMUM HEADROOM SHALL BE 6'-8", AS MEASURED VERTICALLY, FROM A PLANE PARALLEL AND TANGENT TO THE STAIR NOSING, TO THE FINISHED SOFFIT OR OTHER CONSTRUCTION ABOVE, AT ALL POINTS. FIRE BLOCKING FIRE BLOCKING SHALL BE INSTALLED IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND IN BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS AT UNFINISHED WALLS BENEATH THE STAIR. FIRE PROTECTION ALL ENCLOSED USABLE SPACE UNDER THE STAIR SHALL HAVE 1/2" GYPSUM WALL BOARD INSTALLED ON THE ENCLOSED SIDE OF WALLS AND SOFFITS WOODS AND WINDOWS: ALL EGRESS WINDOWS AS INDICATED ON THE PLANS SHALL PROVIDE THE REQUIRED MINIMUM AND MAXIMUM DIMENSIONS AS FOLLOWS: MINIMUM CLEAR WIDTH 20" MINIMUM CLEAR HEIGHT 24" MINIMUM NET CLEAR OPENING AREA 5.7 SQFT MINIMUM NET CLEAR OPENING AREA 5.0 SQFT AT GRADE LEVEL MAXIMUM SILL HEIGHT 44" (BOTTOM OF CLEAR OPENING ABOVE FINISHED FLOOR) ALL GLAZING SHALL BE DOUBLE GLAZED. SKYLIGHTS SHALL BE DOUBLE GLAZED WITH LAMINATED GLASS IN ACCORDANCE WITH IRC, SECTION 613. GLAZING IN HAZARDOUS LOCATIONS AS DETERMINED BY THE IRC, SECTION 308 SHALL BE SAFETY GLASS. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURE FOR EACH WINDOW PER 2015 IRC SECTION R612.1. ALL OPENINGS IN EXTERIOR WALLS AND OPENINGS FROM THE HEATED SPACE TO UNHEATED SPACES SHALL BE WEATHER STRIPPED AND CAULKED. FIREPLACES AND CHIMNEYS: GENERAL ALL FIREPLACES SHALL HAVE AN OUTSIDE SOURCE OF COMBUSTION AIR DUCTED DIRECTLY TO THE FIREBOX. THE DUCT SHALL HAVE A MINIMUM NET AREA OF 6 SQ. IN. AND SHALL BE PROVIDED WITH AN OPERABLE OUTSIDE AIR DUCT DAMPER. FIREPLACE CHIMNEYS SHALL HAVE A TIGHTLY FITTING FLUE DAMPER INSTALLED WITH A READILY ACCESSIBLE MANUAL OR AUTOMATIC CONTROL. ALL OPENINGS SHALL BE PROVIDED WITH TIGHTLY FITTING GLASS OR METAL DOORS. PREFABRICATED METAL FIREPLACES METAL FIREPLACES SHALL BE UL LABELED AND INSTALLED IN ACCORDANCE WITH CONDITIONS OF APPROVAL OR THE MANUFACTURES PREFABRICATED METAL FIREPLACES INSTALLATION PROCEDURES AND SHALL COMPLY WITH WSBC STANDARD 31-2 PER WSBC R1004.1.1. FACTORY BUILT METAL CHIMNEYS SHALL BE UL LABELED AND INSTALLED IN ACCORDANCE WITH CONDITIONS OF APPROVAL OR THE MANUFACTURER'S INSTALLATION PROCEDURES AND SHALL COMPLY WITH SECTION R1005 OF THE IRC. FIRE BLOCKING FIRE BLOCKING SHALL BE INSTALLED AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUILT CHIMNEYS, AND IN OPENINGS AROUND FIREPLACES AND CHIMNEYS AT CEILING AND FLOOR LEVELS PER IRC SEC. R 1003.19 BATHROOMS: GLAZING WHERE THE BOTTOM EDGE OF ANY GLAZING IS LESS THAN 60" ABOVE A DRAIN INLET, SUCH GLAZING SHALL BE CONSTRUCTED OF SAFETY GLASS WHEN A GLASS SHOWER ENCLOSURE IS INSTALLED, IT SHALL BE GLAZED WITH SAFETY GLASS. FIRE BLOCKING FIRE BLOCKING SHALL BE INSTALLED AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS SOFFITS, SHOWER AND TUB ENCLOSURES, AND AT DROPPED OR COVED CEILINGS PER IRC SECTION 602.8 SHOWERS AND TUBS WALL FINISH SHALL BE OF WATERPROOF MATERIALS TO A HEIGHT OF 70 IN. ABOVE THE DRAIN INLET AT ALL SHOWER STALLS. WATER EFFICIENCY THE MAXIMUM WATER USE ALLOWED IN GALLONS PER FLUSH (GPF) OR LITERS PER FLUSH (LPF) FOR WATER CLOSETS SHALL BE LIMITED TO A MAXIMUM RATE OF 1.6 GPF/6.0 LPF. THE MAXIMUM WATER USE ALLOWED IN GALLONS PER MINUTE (GPM) OR LITERS PER MINUTE (LPM) FOR ANY OF THE FOLLOWING FAUCETS AND REPLACEMENT AERATORS SHALL BE AS FOLLOWS: SHOWER HEAD 2.5 GPM/9.5 LPM LAVATORY FAUCETS 2.5 GPM/9.5 LPM KITCHEN FAUCETS 2.5 GPM/9.5 LPM REPLACEMENT AERATORS 2.5 GPM/9.5 LPM MECHANICAL VENTILATION: ALL MECHANICAL VENTILATION SHALL COMPLY WITH SECTION M1507 OF THE CURRENT EDITION OF THE INTERNATIONAL RESIDENTIAL CODE. WHOLE HOUSE VENTILATION: (IRC SECTION M1507.3) WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY INTERMITTENT VENTILATION INTEGRATED WITH THE FORCED -AIR SYSTEM (PER IRC SECTION M1507.3.5) TO SUPPLY OUTSIDE AIR TO EACH HABITABLE SPACE AND SHALL BE CAPABLE OF OPERATING BOTH INTERMITTENTLY AND CONTINUOUSLY. MANUFACTURER'S INSTALLATION, OPERATING INSTRUCTIONS AND A SYSTEM OPERATION DESCRIPTION FOR THE WHOLE HOUSE VENTILATION SYSTEM SHALL BE PROVIDED BY THE INSTALLER, AND MADE AVAILABLE TO THE OCCUPANT OF THE RESIDENCE. THE VENTILATION SYSTEM SHALL BE EQUIPPED WITH READILY ACCESSIBLE CONTROLS THAT ALLOW FOR BOTH AUTOMATIC AND MANUAL OPERATION OF THE SYSTEM. THE CONTROLS SHALL BE CAPABLE OF OPERATING THE SYSTEM FANS WITHOUT ENERGIZING OTHER ENERGY CONSUMING DEVICES. AUTOMATIC OPERATION OF THE SYSTEM SHALL BE BASED ON THE TYPE OF CONTROL TIMER INSTALLED AND SHALL BE DESIGNED TO OPERATE THE SYSTEM INTERMITTENTLY AT LEAST ONE HOUR IN EVERY FOUR HOUR TIME SEGMENT. AT THE TIME OF FINAL INSPECTION THE AUTOMATIC CONTROL SHALL BE SET TO OPERATE THE WHOLE -HOUSE VENTILATION SYSTEM IN ACCORDANCE WITH THE SCHEDULE USED TO CALCULATE THE WHOLE HOUSE FAN SIZING. THE CONTROLS FOR THE VENTILATION SYSTEM SHALL BE AFFIXED WITH A LABEL THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)" THE INTERMITTENTLY OPERATED, INTEGRATED FORCED -AIR VENTILATION SYSTEM SHALL BE CAPABLE OF PROVIDING OUTSIDE AIR AT THE FLOW RATE CALCULATED IN ACCORDANCE WITH IRC TABLE M1507.3.3(1) MULTIPLIED BY THE FACTOR SPECIFIED IN IRC TABLE M1507.3.3(2) AND SHALL DISTRIBUTE OUTSIDE AIR TO EACH HABITABLE SPACE THROUGH THE FORCED AIR SYSTEM DUCTS. THE INTEGRATED FORCED -AIR VENTILATION SYSTEM SHALL HAVE AN OUTDOOR AIR INLET DUCT CONNECTING A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING TO THE RETURN AIR PLENUM OF THE FORCED -AIR SYSTEM, AT A POINT WITHIN 4 FEET UPSTREAM OF THE AIR HANDLER. THE OUTDOOR AIR INLET DUCT CONNECTION TO THE RETURN AIR STREAM SHALL BE LOCATED UPSTREAM OF THE FORCED -AIR SYSTEM BLOWER AND SHALL NOT BE CONNECTED DIRECTLY INTO THE FURNACE CABINET. THE SYSTEM SHALL BE EQUIPPED WITH A MOTORIZED AIR DAMPER CONNECTED TO THE AUTOMATIC CONTROL AND SHALL BE SET TO PROVIDE THE REQUIRED FLOW RATE. THE REQUIRED FLOW RATE SHALL BE VERIFIED BY FIELD TESTING WITH A FLOW HOOD OR A FLOW MEASURING STATION. MECHANICAL VENTILATION (CONY.) OUTSIDE AIR INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL. INLETS SHALL BE LOCATED SO AS NOT TO TAKE IN AIR FROM THE FOLLOWING AREAS: • CLOSER THAN TEN FEET FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS THREE FEET ABOVE THE OUTSIDE AIR INLET VENT. • WHERE SUCH INLET VENT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. • A ROOM OR SPACE HAVING ANY FUEL -BURNING APPLIANCES THEREIN. • CLOSER THAN TEN FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS, THE VENT OPENING IS AT LEAST THREE ABOVE THE AIR INLET. • ATTICS, CRAWL SPACES OR GARAGES LOCAL EXHAUST VENTILATION: (IRC SECTION M1507.4) LOCAL EXHAUST SHALL BE PROVIDED IN EACH KITCHEN, BATHROOM, WATER CLOSET, AND LAUNDRY ROOM, INDOOR SWIMMING POOL, SPA, AND OTHER ROOMS WHERE WATER VAPOR OR COOKING ODOR IS PRODUCED. LOCAL EXHAUST VENTILATION SHALL BE PROVIDED BY INTERMITTENTLY OPERATED, MANUALLY CONTROLLED EXHAUST FANS HAVING MINIMUM FAN FLOW RATINGS AS FOLLOWS: BATHROOMS, LAUNDRIES, AND POWDER ROOMS - 50 CFM @ .25 WG. KITCHENS -100 CFM @ .25 WG. MANUFACTURERS' FAN FLOW RATINGS SHALL BE DETERMINED AS PER HVI 916 OR AMCA 210. WATER HEATERS ALL WATER HEATER STORAGE TANKS SHALL HAVE A MINIMUM EQUIPMENT EFFICIENCY RATING OF 82% EF PER TABLE 406.2, WSEC. ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETE FLOORS SHALL BE PLACED ON AN INCOMPRESSIBLE, INSULATED SURFACE OF R-10 OR GREATER. ALL WATER HEATERS SHALL BE STRAPPED TO FRAMING, AT TOP AND BOTTOM, TO RESIST EARTHQUAKE MOTION. PROVIDE PRESSURE RELIEF VALVE TO OUTSIDE. DO NOT TRAP. ELECTRICAL ALL ELECTRICAL SYSTEMS, LIGHTING, APPLIANCES AND OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE AND THE INTERNATIONAL MECHANICAL CODE. ALL FIXTURES TO BE SELECTED BY OTHERS. VERIFY APPLIANCE AND MECHANICAL EQUIPMENT ELECTRICAL CONNECTION REQUIREMENTS AND LOCATIONS PRIOR TO THE START OF THE WORK. A MINIMUM OF 75% OF ALL INTERIOR LUMINAIRES INSTALLED SHALL BE HIGH EFFICACY LUMINAIRES WHO 'S LAMPS PROVIDE A MINIMUM EFFICIENCY AS FOLLOWS: • 60 LUMENS PER WATT FOR LAMPS OVER 40 WATTS • 50 LUMENS PER WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS • 40 LUMENS PER WATT FOR LAMPS 15 WATTS OR LESS. ALL PERMANENTLY MOUNTED OUTDOOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES WHOSE LAMPS PROVIDE A MINIMUM EFFICIENCY AS NOTED ABOVE, OR SHALL BE NON -HIGH EFFICACY LUMINAIRES CONTROLLED BY A MOTION SENSORS) WITH INTEGRAL PHOTOCONTROL PHOTOSENSOR. LINEAR FLUORESCENT FIXTURES SHALL BE FITTED WITH T-8 OR SMALLER LAMPS INSTALL FIXTURES, SWITCHES AND OUTLETS IN ACCORDANCE WITH THE FOLLOWING TABLE. ALL HEIGHTS LISTED SHALL BE MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE FIXTURE OUTLET UNLESS OTHERWISE NOTED: EXTERIOR LIGHT FIXTURES 72" TYPICAL WALL OUTLETS 12" TYPICAL WALL SWITCHES 44" ABOVE COUNTER OUTLETS AT KITCHENS 44" ABOVE COUNTER OUTLETS AT UTILITY ROOMS 44" ABOVE COUNTER OUTLETS AT LAVATORIES AND BATHS 40" WALL OUTLETS FOR MICROWAVE, RANGE HOODS, ETC. PER MANUF. SPECS WALL OUTLETS AT SERVICE AREAS 48" SMOKE DETECTION ALARMS PER MANUF. SPECS AND IRC R314 CARBON MONOXIDE DETECTION ALARMS PER MANUF. SPECS AND IRC R315 DOOR CHIMES 12"FROM CEILING PUSH BUTTONS 44" THERMOSTATS 60" LIGHT BARS OVER VANITIES 84" STEP LIGHTS 6"ABOVE SKIRT BOARD INSULATION UNLESS NOTED OTHERWISE ON PLANS, INSULATION SHALL BE INSTALLED AS FOLLOWS: CEILINGS R-49 • ALL BAFFLES SHALL BE INSTALLED TO MAINTAIN A MINIMUM OF 1"CLEAR SPACE ABOVE INSULATION • ALL BAFFLES SHALL BE EXTENDED A MINIMUM OF 6" ABOVE BATT INSULATION • ALL BAFFLES SHALL BE EXTENDED A MINIMUM OF 12" ABOVE LOOSE FILL INSULATION SINGLE JOIST OR RAFTER VAULTED CEILING R-38 ABOVE GRADE EXTERIOR WALLS/WALLS SEPARATING CONDITIONED SPACES FROM UNCONDITIONED SPACES R-21 INTERMEDIATE INSULATION SHALL BE PROVIDED BY FACE STAPLED BATT INSULATION OR FRICTION FIT UNPAGED BATT INSULATION PROVIDING ONE OF THE FOLLOWING: 4 MIL POLY VAPOR BARRIER PVA PAINT WITH A DARY CUP PERM RATING OF 1 ALL HEADERS OVER OPENINGS IN THE EXTERIOR WALL ASSEMBLY THAT ARE NOT STRUCTURALLY REQUIRED TO BE THE FULL WIDTH OF THE STUD WALL SHALL BE PROVIDED WITH A MINIMUM OF R-10 INSULATION BELOW GRADE WALLS R-21 INTERIOR INSULATION SHALL BE PROVIDED BY FACE STAPLED BATT INSULATION OR FRICTION FIT UNPAGED BATT INSULATION PROVIDING ONE OF THE FOLLOWING: 4 MIL POLY VAPOR BARRIER PVA PAINT WITH A DRY CUP PERM RATING OF 1 FLOORS OVER UNCONDITIONED SPACES R-38 SLABS ON GRADE PERIMETER INSULATION R-10 ( ) PERIMETER INSULATION SHALL BE PROVIDED BY USING ONE OF THE FOLLOWING METHODS: • ON INSIDE OF FOUNDATION WALL FROM TOP OF THE SLAB DOWNWARD FOR A MINIMUM DISTANCE OF 24 " • ON INSIDE OF FOUNDATION WALL FROM TOP OF THE SLAB DOWNWARD AND THEN HORIZONTALLY BENEATH THE SLAB FOR A MINIMUM DISTANCE OF 24" DUCT SYSTEMS ALL SUPPLY AIR DUCTS LOCATED OUTSIDE OF THE CONDITIONED SPACE SHALL HAVE ALL SEAMS AND JOINTS TAPED AND SEALED, BOTH LONGITUDINALLY AND TRAVERSE. ALL SUPPLY AND RETURN AIR DUCTS EXPOSED TO UNCONDITIONED SPACES SHALL BE INSULATED AS FOLLOWS: DUCTS IN CONCRETE SLAB R-5 MIN. DUCTS IN UNCONDITIONED SPACES R-8 MIN. EXHAUST DUCTS LOCATED IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-4 TO PREVENT CONDENSATION (NOT REQUIRED FOR DRYER UNITS). ALL OUTSIDE AIR SUPPLY DUCTS LOCATED INSIDE OF THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R-4. HOT WATER PIPING ALL HOT WATER SUPPLY PIPING LOCATED OUTSIDE OF THE CONDITIONED SPACE SHALL BE WRAPPED WITH A MINIMUM OF R-4 INSULATION. HEATING EQUIPMENT HEATING UNIT SHALL BE DESIGNED TO MAINTAIN 68 DEGREES AT 3 FT. ABOVE FLOOR AND SHALL HAVE AN A.F.U.E. RATING OF NOT LESS THAN 92%. DESIGN PARAMETERS USED SHALL BE AS SET FORTH IN THE WASHINGTON STATE ENERGY CODE, SECTION 302. FURNACE SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH CONDITIONS OF LISTING AND APPROPRIATE SECTIONS OF THE WASHINGTON STATE BUILDING CODE. DUCTS SHALL BE GALVANIZED STEEL PER THE INTERNATIONAL RESIDENTIAL CODE CHAPTER 16 AND INSULATED IN ACCORDANCE WITH THE WASHINGTON STATE ENERGY CODE (CURRENT EDITION); DUCTS PIERCING THE ONE -HOUR OCCUPANCY SEPARATION BETWEEN RESIDENCE AND GARAGE SHALL BE EQUIPPED WITH APPROVED FIRE DAMPERS. HVAC EQUIPMENT SHALL BE SIZED NO GREATER THAN 150 % OF DESIGN LOAD, AND SHALL BE PROVIDED WITH A PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE. THE THERMOSTAT SHALL ALLOW FOR, AT A MINIMUM, A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/ WEEKENDS) AND BE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACK PERIODS PER DAY. AIR LEAKAGE THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH SECTION 402.4 -WSEC. THE BUILDING THERMAL ENVELOPE SHALL BE TESTED FOR LEAKAGE BY MEANS OF A "BLOWER DOOR" TEST, IN ACCORDANCE WITH SECTION 402.4.1.2 -WSEC. ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS: ATTIC AND CRAWL SPACE ACCESS PANELS SHALL BE WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OFWOOD-FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. RESIDENCE I GARAGE SEPARATION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY 1l2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY 5/8" TYPE'X' GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS AFLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY 1/2" GYPSUM BOARD OR EQUIVALENT. AB ANCHOR BOLT FD FLOOR DRAIN PCF POUNDS PER CUBIC FOOT ABV ABOVE FFE FINISHED FLOOR ELEVATION PERF PERFORATED) ADJ ADJUSTABLE FFL FINISHED FLOOR LINE PERT PERIMETER AFF ABOVE FINISHED FLOOR FG FIXED GLASS PERP PERPENDICULAR ALT ALTERNATE FIN FINISHED) PL PROPERTY LINE ALUM ALUMINUM FIXT FIXTURE PLAM PLASTIC LAMINATE ANC ANCHORAGE) FLR FLOOR PLF POUNDS PER LINEAR FOOT APPROX APPROXIMATE FLUOR FLOURESCENT PLT PLATE ARCH ARCHITECTURAL) FNC FENCE PSF POUNDS PER SQUARE FOOT AUTO AUTOMATIC FND FOUNDATION PSI POUNDS PER SQUARE INCH BAWN BOTTOM AWNING FOC FACE OF CONCRETE PT POINT BD BOARD FOF FACE OF FINISH PWD PLYWOOD BEL BELOW FOM FACE OF MASONRY R RISER BLDG BUILDING FOS FACE OF STUDS) RAD RADIUS BLK BLOCK FP FIREPROOF RAFT RAFTER BLKG BLOCKING FPG FIRERPOOFING RD ROOF DRAIN BM BEAM FR FRAME(D)(ING) REF REFERENCE BMK BENCH MARK FRPL FIREPLACE REG REGISTER BOT BOTTOM FT FEET REOD REQUIRED BRG BEARING FTG FOOTING RETG RETAINING BRK BRICK PURR FURRED, FURRING REV REVISION BS BOTH SIDES GA GAUGE RFG ROOFING BSMT BASEMENT GALV GALVANIZED RH RIGHT HAND BTWN BETWEEN GL GLASS, GLAZING RM ROOM BVLBEVELED GRAY GRAVEL RO ROUGH OPENING BW BOTH WAYS GWB GYPSUM WALLBOARD ROW RIGHT OF WAY CAB CABINET HB HOSE BIBB S SOUTH CB CATCH BASIN HD HEAVY DUTY SC SOLID CORE CFCUBICFOOT HDR HEADER SCH SCHEDULE CIRC CIRCUMFERENCE HDWR HARDWARE SD STORM DRAIN CJ CEILING JOIST HORZ HORIZONTAL SECT SECTION CLG CEILING HT HEIGHT SF SQUARE FOOT CLK CAULK HTG HEATING SG SAFETY GLASS CLKG CAULKING HWD HARDWOOD SH SHELF, SHELVING CLR CLEAR HWH HOT WATER HEATER SHT SHEET CMU CONCRETE MASONRY UNIT INCL INCLUDE(D), INCLUDING SHTHG SHEATHING COL COLUMN INSUL INSULATE SIM SIMILAR CONC CONCRETE INT INTERIOR SKLT SKYLIGHT CONST CONSTRUCTION INV INVERT STOR STORAGE CONY CONTINUOUS JST JOIST SP SOUNDPROOF CPR COPPER JT JOINT SPECS SPECIFICATIONS CPT CARPET KIT KITCHEN SPKR SPEAKER CRS COURSES) LAM LAMINATED) SQ SQUARE CSMT CASEMENT LAV LAVATORY STD STAMDARD CTR COUNTER LB LAG BOLT STL STEEL CY CUBIC YARD LF LINEAR FOOT STR STRUCTURAL D DRAIN LH LEFT HAND SYS SYSTEM DET DETAIL LL LIVE LOAD T TREAD DHUNG DOUBLE HUNG MAS MASONRY T&B TOP AND BOTTOM DIAL DIAGONAL MAX MAXIMUM T&G TONGUE AND GROOVE DIAM DIAMETER MBR MEMBER TB TOWEL BAR DIM DIMENSION MC MEDICINE CABINET TEL TELEPHONE DL DEAD LOAD MECH MECHANICAL TEMP TEMPORARY DN DOWN MED MEDIUM THK THICKNESS) DISP DISPOSAL MET METAL THR THRESHOLD DR DOOR MFR MANUFACTURER TOC TOP OF CONCRETE DS DOWNSPOUT MH MAN HOLE TOS TOP OF SLAB DT DRAIN TILE MIN MINIMUM TOW TOP OF WALL DW DISHWASHER MIR MIRROR TPL TOP OF PLATE DWG DRAWING MISC MISCELLANEOUS TRANS TRANSOM E EAST MLDG MOULDING TYP TYPICAL EA EACH MULL MULLION UNF UNFINISHED EB EXPANSION BOLT MWK MILLWORK VB VAPOR BARRIER EF EXHAUST FAN N NORTH VERY VERTICAL ELEV ELEVATION NAT NATURAL VG VERTICAL GRAIN ELEC ELECTRICAL) NIC NOT IN CONTRACT VJ V-JOINTED ENCLENCLOSURE NOM NOMINAL VNR VENEER EO EQUAL NTS NOT TO SCALE W WEST EOPT EQUIPMENT OC ON CENTER W/ WITH ESMT EASEMENT OD OUTSIDE DIAMETER W/0 WITHOUT ESTM ESTIMATE OH OVERHEAD WD WOOD EXIST EXISTING OWJ OPEN -WEB JOIST WDW WINDOW EXH EXHAUST OP OPAQUE WM WIRE MESH EXP EXPOSED OPH OPPOSITE HAND WSCT WAINSCOT EXT EXTERIOR OPNG OPENING WWF WELDED WIRE FABRIC FB FACE BRICK OPP OPPOSITE WWM WELDED WIRE MESH FBO FURNISHED BY OTHERS PAR PARALLEL MATERIALS GYPSUM BOARD SECTION ( ) N RETE ELEVATI N COC ( 0) 4 " CONCRETE ELEVATION ( , SECTION EARTH GRAVEL PLASTER &LATH CMU OR BRICK PLYWOOD RIGID INSULATION SPRAY -IN INSULATION BATT INSULATION WOOD MEMBER WOOD BLOCKING 0 o FINISHED WOOD ACOUSTICAL TILE STEEL ALUMINUM DRAWING SYMBOLS N PROJECT NORTH TRUE NORTH �"�AIL 1 �� DETAIL IDENTIFICATION A101 �� SHEET WHERE DRAWN MATCHLINE �� ADJ. SHEET N0. WALL SECTION 1 �� DETAIL IDENTIFICATION A101 �� SHEET WHERE DRAWN BUILDING SECTION 1 �� DETAIL IDENTIFICATION A101 !� SHEET WHERE DRAWN EXTERIOR ELEVATION 1 �� ELEV. IDENTIFICATION A3.01 �� SHEET WHERE DRAWN DOOR MARK 101 �� DOOR CODE REFER TO SCHEDULE 1 INTERIOR ELEVATION 1 A101 1�� ELEV. IDENTIFICATION SHEET WHERE DRAWN 1 WaOp PARTITION TYPE x0 WINDOW TYPE o a°o FLOOR TYPE xx CEILING/ROOF TYPE X'-XX" ELEVATION OF FINISHED CEILING WHERE APPLIES xx-x FLOOR FINISH KEY NOTE ROOM TAG NAME 1 BR � ROOM NAME 101 � ROOM NUMBER �� GRADE ELEVATION � 0 � � NEW OR FINISH GRADE �� EXISTING GRADE REVISION PROPERTY LINE FENCE X X X X 21-� FINISHED CONTOURS �35- � EXISTING CONTOURS XX XX COLUMN GRID BREAKLINE SYMBOLS 1ST PLR. woRK, CONTROL O'-O" OR DATUM POINT -0F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET PENDANT FIXTURE qp ACCESS PANEL SUPPLY DIFFUSER EXHAUST OR RETURN REGISTER 0 SPEAKER ® SMOKE + C.O. DETECTOR ♦ SPRINKLER HEAD O ELECTRICAL FLOOR BOX 1i CASEWORK TAG EXIT SIGN -ARROW INDICATES DIRECTION OF EGRESS e EXIT SIGN -ARROW INDICATES DIRECTION OF EGRESS HB g HOSE BIB EXTENT OF �I WORK EXTENT OF WORK Sheet Number Sheet Name AO GENERAL NOTES, ABBREVIATIONS, SYMBOLS Al SITE PLAN A2.1 MAIN LEVEL -EXISTING /DEMO PLAN A2.2 MAIN LEVEL -PROPOSED FLOOR PLAN A2.3 ROOF PLAN A3 BUILDING SECTION A4 BUILDING ELEVATION OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE � Special Inspection i required for this project: � ■ I 1. Epoxy I I ■ !A separate Plumbing permit is required for this 'project. Please obtain a Plumbing permit from ■the City of Edmonds. ' I ■ ■ ' ■ IIIIIIIIIIIII� ■ IIIIIIIIIIIII� ■ IIIIIIIIIIII� ■ IIIIIIIIIIIII� ■ IIIIIIIIIIIII� ■ IIIIIIIIIIII� ■ IIIIIIIIIIIII� ■ IIIIIIIIIIIII� ■ IIIIIIIIIIII� ■ IIIIIIIIIIIII� ■ Illlllllllllllli 1 Nothing in this permit approval process shall be interpreted as 1 � allowing or permitting the maintenance of any currently existing � . Illegal, nonconforming, or unpermitted building, structure, or site . � condition which is outside the scope of the permit application, � � regardless of whether such building, structure, or condition is � ■ shown on the site plan or drawing. Such building, structure, or condition may be the subject of a separate enforcement action. City Of Edmonds Building Department Work REMODEL Address 1224 OLYMPIC AVE Owner POCHINCHERLA Approved Date 8/17/2023 Building Official � p��ia[t Permit Number BLD2023-0972 DATE REV1 REV2 REV3 REV4 REV5 REVISIONS RESUB Aug 31 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT V J J a 0// /LPL V Z• ('-') ♦^ W o V) wQ�� W Q � � � 0 = � CV � W O Z � � Q � � N � � �" a o��X (/� c�oYHlai J O 5W G �� V J V J Z O Q W M� MW W V w O Z M� I..L W Z rW V W C] Z o W � Q W � O a J w W Q U V � Z � T� O i � N O � Revisions QCITY CORRECTIONS 8/28/2023 Date 6/14/2023 Sheet AO Scale Job 12" = 1'-0" 23-011 1 I 2 I 3 I 4 I 5 APPROVED BY PLANNING Sep 01 2023 Not Approved as an Accessory Dwelling Unit � EXISTING 12" CONC. S.D I � I I � I I � i � I I w EXISTING CB � t�l �� ' s� � I EXISTING 8" CONC. S.D � I EXISTING CB I EXISTING WATER METER TO BE FIELD VERIFIED ,� ICI V e �q� VV V V V V - �V I p I � I EXISTING 6" D.I. WATER MAIN � I I � I EXISTING 12" CONC. S.D� I I in 0 ti EL= 1 0' - 0" E L= � 5$' - 5II N SITE PLAN 1 SCALE: 1 " = 10'-0" 37'-7" GE OF ROOF EDGE WALL 33'-1" P. L. 148'-0" X X X X 167.25 ROOFTOP PATIO -;,�Q �-� - -° °_, - ° � WHOLE BUILDING °,�a °.� � COVERAGE W/EAVES CONCRETE PATIO � � I (3,358 SF) `4 ° a- ._.--� " .a°° " 0 ° p� ��o _" ,. ° � ° d 0 �I N Y a m �a"�." W " -.-_�"- � 4 ~� e - � �� - _q�g_ " , " a °.� Q"_.° . � 9' - 6 112" EXISITNG PL NTER A � 167.5 3t0E3ET 0'— — — 20'-1" NEW ROOF KI:iQ1Y �� EXISTING FENCE � D �,169.00 VICINITY MAP PROJECT LOCATION Q� G ,+r. q�� 'v p o ..�� o �� _ �oP��0000 ova ��'EQo L7ggOIL �i �'ifil■ t13a��'f� � ��ia©a pf� � �a�'��r�d � �C� °©�f� Daaao �eo��c 1�, 04�� 3 �iil�i�n �'�©per Zo � ' �G:9 oo�Or� u �oee�� 9�1� eo �i� v� ,�, ....,. �TL�©a � co _ fly! r�f1� � 'L.h C, �o� �a�, noaco �1� �BFro� _a.T] r �rf�l+ F.+ 1.- o .aliuoi �r,i ��G�Ilvol Cl� lool�001�9�0 �'�G� IoQ,k,o e 0 .� 9 I�a��Clf ��o � e�CCE o� '�: ��oe o�� ■ � �� OQO O � � �� F �o� " - � d of �►� ��, � u ' feu. o r�fn ;wee; ��ee., �..� �rc� �r,�:.��a'�G0 eei��d� PROJECT DATA �i� �© LEA❑� �� I�` s ya.,"1!u u-. ...�.� IS V— !G � 0 1 �o rya u u , c11 !7 un ue� rs ,�r� ry y�i��QQ Ian ran rwt Rl rin �uuuu0� �u i>.�ovocau ra iCi-in ►�i1�u ur�i n OG�OG�M iGo� '�o�e�� ecae�� D�ii� u0 r Q� �� ■ 1 �d� IS».1 r a� [1.1� a 0 �io�_� �� 00 n : �» 8.�1�� 6�� r�� ■.rtr�G� Q�D�fru_rr�a�n. � �Af�ITF�RYISE�E'R I � I II II � PROJECT ADDRESS 1 1224 C LYMPI� AVE EDMC NDS WA 98020 I � PARCEL NUMBER _- 4 00606600000 00 EXISTING DECK TO BE REFINISHED i 300 SF � � I I ( � � �� I I I � PROJECT DESCRIPTION I � � I I I I INTERIOR REMODEL OF LIVING, DINING, AND KITCHEN SPACES; NEW ROOF; ENTRYWAY REMODE. UTILIZE I �� _ �� ', ', � � EXISTING BOLDING FOOTPRINT. �� I � �, a N I �� I �� ', � ', ', �� I LEGAL DESCRIPTION 4 '- 1l " II I VIEWLAND HEIGHTS BLK 000 D-00 -LOT 4 I � � � I �� EXISTING ADU ABOVE GARAGE I _� "- � " Q' -. -� I � a, "a - -1 I ° � - a,m:l I .- - i u b� � � EkISLF�AVE{9;VlfAL}�WAX ,-' "� , °- .- = _" - °' -° - ° ,a. ;_ a '- "a _ "� - 1"69.0 tl °_ "_� -, TQ REMAIN ONCHANGEU ," _ a -a. .- b°. - _ � �-, - � - ° .-;,- , - :a- �; °°,"- °" a.. _ _: - ; �, - � _° "; �114 Sf) ° 4 ' . ° - _ ' _ " - -� - " '<a, a �X1$TIN'0 PACED"DRIVEWAI� a -" � " '� "- _ -a "1 - � _ Q- "a -- � " z a: ° _ ._ a - d - " - - " - _ - -'d° d�_ _ d ° _ "d - / L 185 - SHARED PRIVATE DRIVEWAY ' ►']QI]Y � � I 41'-4" i j' n � n � A I I I ZONING RS-12 RESIDENTIAL MIN FRONT/STREET SETBACK: 25' MIN SIDE SETBACK: 10' MIN REAR SETBACK: 25' MAX BUILDING HEIGHT: 25' MAX LOT COVERAGE: 35% LOT COVERAGE: (IMPERVIOUS AREA CALCULATIONS) LOT AREA: 14,800 SF (0.34 ACRES) BUILDING COV'GE (WITH EAVES): 3,358 SF EXISTING READ WOOD DECK: 300 SF EXISTING CONCRETE FRONT PATIO: 340 SF EXISTING DRIVEWAY/PAVED AREA: 868 SF NEW PAVED ENTRY WALKWAY: 114 SF TOTAL IMPERV. COV'GE: 4,980 SF OF LOT COVERAGE: 33.64% < 35% MAX =COMPLIES AREA SUMMARY: BUILDING FINISHED AREA: 1,964 SF ADU (ABOVE GARAGE): 820 SF GARAGE: 820 SF TOTAL FINISHED AREA: 2,784 SF HEIGHT CALCULATION: A= 167.50 B= 169.00 C= 167.25 D= 169.00 TOTAL= 672.75 RES U 6 AVE GRADE= 168.19 (672.75/4) MAX HT = 193.19 Aug 31 2023 (AVE GRADE + 25') DE EILOPMFENDTSOERDVCES DEPARTMENT J J O z • W Z M M � � 00 � >Q�� W Q��oo _ ��^'� .. CV o0 w O � Z Q � � � o � � X cOoYHlai W z J W [] Z W N� W Q�J � < W� I a U� Z^ I [] 0 a Revisions QCITY CORRECTIONS 8/28/2023 �- 0- 0- �- Drawn Checked aD� Date .1�Y II, �OIOS Sheet Scale Job �� 3 4 5 C A FLOOR PLAN NOTES: 1. WINDOWS &DOORS ARE SHOWN & NOTED AS NORMAL SIZE. 2. EXTERIOR WALLS TO BE 2X6 STUDS @ 16" O.C. UNO EXCEPT CMU FOUNDATION AS EXISTING. 3. ALL NEW INTERIOR WALLS TO BE 2X4 @16" O.C. UNO 4. ALL DIMENTIONS ARE TO AND FROM FACES OF CORES, UNLESS OTHERWISE NOTED 5. PROVIDE A VENTED WINDOW IN EACH HABITABLE ROOM. BATHROOMS, TOILET ROMS, CLOSETS, HALLS, STORAGE, OR UTILITY SPACES OR SIMILAR AREAS ARE NOT CONSIDERED HABITABLE ROOMS. 6. ALL TUBS ARE SHOWER STALLS WILL HAVE FIREBLOCKING BETWEEN STUDS 7. LIMIT SHOWER FLOW T03GPM 8. BATHROOM WALLS SHALL BE WATERPROOF TO 70"MIN ABOVE RAIN OUTLET. 9. ALL GLAZING, INCLUDING WINDOWS WITHIN 70" OF DRAIN INLET, SHALL BE SAFETY GLASS. 10. THE WATER RESISTANT GWB BASE FOR THE TILE IN SHOWER ENCLOSURE SHOULD NOT BE USED OVER A VAPOR BARRIER OR ON THE CEILING. 11. PROVIDE VENTILATION WITH THE BATHROOM TO VENT OUTSIDE. IRC R602.8 FIREBLOCKING: FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENING (BOTH VERTICAL &HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAM CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL TOWS OF STUDS OR STAGGERED STUDS; AS FOLLOWS a. VERTICALLY AT THE CEILING AND FLOOR LEVELS b. HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET (3048 MM) 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS., DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R311.2.2 4. AT OPENINGS AROUND VENTS, PIPES AND DUCTS, AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIALS TO REISS THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTIONS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1001.16 6. FIREBLOCKING OF CORNICES OFTWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. ALL TUBS &SHOWER STALLS: 1. ALL TUBS ARE SHOWER STALLS WILL HAVE FIREBLOCKING BETWEEN STUDS 2. LIMIT SHOWER FLOW TO 3GPM 3. BATHROOM WALLS SHALL BE WATERPROOF TO 70" MIN ABOVE RAIN OUTLET. 4. ALL GLAZING, INCLUDING WINDOWS WITHIN 70" OR DRAIN INLET, SHALL BE SAFETY GLASS. 5. THE WATER RESISTANT GWB BASE FOR THE TILE IN SHOWER ENCLOSURE SHOULD NOT BE USED OVER A VAPOR BARRIER OR ON THE CEILING. 6. PROVIDE VENTILATION WITH THE BATHROOM TO VENT OUTSIDE. v ti N N 1) (2) (3) (4) (5 13'-61/2" 13' - 5 1 /2" BEDROOM 1 � CLOSET BUILT-INS CV M � � I BEDROOM 2 1 1 LEVEL 1 -EXISTING &DEMO PLAN SCALE: 1/4" = 1'-0" 13' - 5 1 /2" 13'-6" STING WOOD 15'-7" 20' - 0 1 /2" 14' -10 1 /2" GARAGE (ADU ABOVE DONE OVER THIS AREA ON THIS PERMIT PAVED DRIVEWAY __ �--� � II LAUNDRY o `l�,d o v WINDOW SEAT I � �' e' � ,a - ' .. . - xa w DOORS TO BE REMOVED I � � . � ' � ' ' - - I - d , ' - - , b, ° < ; d - - � d C d c < - _ •', - ' - - _ v e - � d � a d FOYER � �� FAMILY ROOM I � I WALLST08EREMOVED t I �°• _ ` ' � - � ' -_ a _'_ ; •' ' . _ _ d d BATHROOM cl_o. p II I I FOYER d, _ � °°�.. a - - ..�' - � .-r .,. �° I - _ _ �- a ;°' ,' M ° ' ` _ � a •, _ �,.� EXISTING WALKWAY • \ b � _ <:- z d - _ � I � -__ `' a • � a;a �° <' Q ' - _ _ - - � TO REMAIN UNCHANGED DOORS TO BE � II � � � � � � � _ � _ ` < d - d REMOVED I - � hV - - - - - - � - - - B o III N I ► WALLS TO BE REMOVED CLOSET I WOOD BURNING FP _ INTERIOR PARTITION TO BE REMOVED II II H (REPLACE WITH GAS FP.) � \ I� u N EXTERIOR WALL EXTEND FACE TO G.L.'B' �� i HALLWAY II V STORAGE I I � FUR. � _ KITCHEN � — — — BOX WINDOW TO BE REMOVED I� � n: '"a. � - � - d, � - ° ° .< x. - - v. _ - d' b. -<- a e - - tea' d _ � < ,- � � 40'-0" � 2 M N EXISTING CONCRETE PATIO WALL LEGEND FLOOR AREA RATIO: AREA SUMMARY: LOT AREA: 14,800 SF BUILDING FINISHED AREA: 1,964 SF EXSITING WALLS MAIN LEVEL: 3,228 SF ADU (ABOVE GARAGE): 820 SF GARAGE: 980 SF GARAGE: 820 SF NEW WALLS /REINFORCED WALLS TOTAL FINISHED AREA: 2,784 SF TOTAL GROSS FLOOR AREA: 1,964 SF W11A TOTAL NET FLOOR AREA: 1,964 SF INTERIOR 2X4 STUD WALL % OF LOT AREA: 13.27% W11B INTERIOR 2X4 STUD WALL/SHEAR CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS &CONTACT THE W40A EXTERIOR 2X6 STUD / R21 DESIGNER OF RECORD TO REVIEW CHANGES PRIOR INSULATION IN CAVITY TO START OF ANY WORK. RES B Aug 31 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 I 2 I 3 I 4 I 5 V J J Z .M wo i/� LuQo� w Q�� ' 0 = � N � �o^^ LJ.I �Q�� N °°��X a �-wQ (n c�Y�li z J O G I..LI 0 r� V z Cn X LLI 1 \w w J V o Z o W � �_ >Q �W/ � LL p Q � J w � � W Q U Z � T� O i N Revisions QCITY CORRECTIONS 8/28/2023 0- �- Date 05/07/2023 Sheet A200 Scale Job As 2301 indicated FLOOR PLAN NOTES: 1. WINDOWS &DOORS ARE SHOWN & NOTED AS NORMAL SIZE. 2. EXTERIOR WALLS TO BE 2X6 STUDS @ 16" O.C. UNO EXCEPT CMU FOUNDATION AS EXISTING. 3. ALL NEW INTERIOR WALLS TO BE 2X4 @16" O.C. UNO 4, ALL DIMENTIONS ARE TO AND FROM FACES OF CORES, UNLESS OTHERWISE NOTED 5. PROVIDE A VENTED WINDOW IN EACH HABITABLE ROOM. BATHROOMS, TOILET ROMS, CLOSETS, HALLS, STORAGE, OR UTILITY SPACES OR SIMILAR AREAS ARE NOT CONSIDERED HABITABLE ROOMS. 6. ALL TUBS ARE SHOWER STALLS WILL HAVE FIREBLOCKING BETWEEN STUDS 7. LIMIT SHOWER FLOW T03GPM 8. BATHROOM WALLS SHALL BE WATERPROOF TO 70"MIN ABOVE RAIN OUTLET. E — 9. ALL GLAZING, INCLUDING WINDOWS WITHIN 70" OF DRAIN INLET, SHALL BE SAFETY GLASS. `= 10. THE WATER RESISTANT GWB BASE FOR THE TILE IN SHOWER ENCLOSURE `� SHOULD NOT BE USED OVER A VAPOR BARRIER OR ON THE CEILING. "' 11. PROVIDE VENTILATION WITH THE BATHROOM TO VENT OUTSIDE. D — IRC R602.8 FIREBLOCKING: �' FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT C — OPENING (BOTH VERTICAL &HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN TOP STORY AND THE ROOF SPACE. N FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAM CONSTRUCTION IN THE o FOLLOWING LOCATIONS: 1, IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL TOWS OF STUDS OR STAGGERED STUDS; B — AS FOLLOWS a. VERTICALLY AT THE CEILING AND FLOOR LEVELS b. HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET (3048 MM) 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS., DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R311.2.2 4. AT OPENINGS AROUND VENTS, PIPES AND DUCTS, AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIALS TO REISS THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTIONS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1001.16 "' 6. FIREBLOCKING OF CORNICES OFTWO-FAMILY DWELLING IS REQUIRED AT N THE LINE OF DWELLING UNIT SEPARATION. ALL TUBS &SHOWER STALLS: 1 1. ALL TUBS ARE SHOWER STALLS WILL HAVE FIREBLOCKING BETWEEN STUDS A3 2. LIMIT SHOWER FLOW TO 3GPM 3. BATHROOM WALLS SHALL BE WATERPROOF TO 70" MIN ABOVE RAIN OUTLET. 4. ALL GLAZING, INCLUDING WINDOWS WITHIN 70" OR DRAIN INLET, SHALL BE SAFETY GLASS. 5. THE WATER RESISTANT GWB BASE FOR THE TILE IN SHOWER ENCLOSURE SHOULD NOT BE USED OVER A VAPOR BARRIER OR ON THE CEILING. A — 6. PROVIDE VENTILATION WITH THE BATHROOM TO VENT OUTSIDE. NOTE: SEES' SHEETS FOR LATERAL INFORMATION AND ENGINEERING DETAILS L L.� 3 4 13'-6112" 7'-8112" 5'-9" 20'-0112" 14'-10112" I 'I J I JI w 0 w I zl NEW STAIR TO RO FTOP DECK 8' -11 1l2" 13'-9112" N------- - � --- u I � II I II I I u I I II I II I I II I I II I N CLOSET BUILT-INS M I PRIMARY BATH 3 A3 _ EXISTING WOOD DECK ;' (390 SF) M NEW CASED OPENING I I - FOYER I NEW CLOSET DOOR a' / NEW �1 CLOSE EV-READY PARKING NOTE: ONE EV-READY PARKING SPACE SHALL BE PROVIDED WITHIN THE EXISTING GARAGE THE EV-READY PARKING SPACE SHALL BE DESIGNED AND CONSTRUCTED TO INCLUDE A FULLY WIRED CIRCUIT WITH A LEVEL II OR LEVEL III ELECTRIC VEHICLE CHARGING RECEPTACLE OUTLET OR TERMINATION POINT, INCLUDING CONDUIT AND WIRING AND THE ELECTRICAL SERVICE CAPACITY NECESSARY TO SERVE THE RECEPTACLE, THAT ALLOWS FOR FUTURE INSTALLATION OF AN ELECTRICAL VEHICLE CHARGING STATION. ,, a . PANTRY a < z "° NEW 6X6 COLUMNS 15'-7" W40A W11A o -,❑, "- - _,,'-p'-,�'� I STORAGE � - ° ,-Q� - � a . ° �— FULL , ,_ ..�. - 4<-STEP=-�;` °.i a a. $ _, ° I WINDOW SEAT TO REMAIN BATH � •�-�'`�'�"_;" �'-- '" � � - � ' 'CONCRETE 3'-9112" • ae'. ,� da o- '� a.a-.a-`�I WALKWAYTO - 30"x80" � � '- - � � • � ° ' I - � a GARAGE co ENCLOSE EXISTING EL. - � � a ° a� /+` � " I o � . _ ELECTRICAL WALL PANEL IN ; ' ;• Q - a: P�_ �+�-; ° ,; - I , cal ACCESS CABINET _ Q _� , , -. � � a '' �� . NEW E-rJT4� DOO�P WIT7-($IDELIGFjT, ,, ` a I ° _ FAMILY ROOM ' _ 5" � - ,' C1=NTE� B TWEEN EXPERIOR WAL°iS < ;- � , ° NEW WALLS � � "�a � 9 �• a 'a � - '' P - ., I o � I _ ENTRY FOYER � = � � -Q -, -�- � � _°<, - oxo I o - "_� - a, - _ I , -., a -a,�- .a I NEW CASED OPENING � I � 5' - 4 112" W 11 A _ ; 'a .a , _ - - I ° � EXACT WALL LOCATED BASED ON - '" - < � • a ° a ` ' _ a ' I — �IREPCAL'E BORYJALCZ6CATI01� — — — — — z-- y, _ - — I I � FIELD VERIFY ° _'4 -, ° ; � - Qa I INSTALL NEW GAS F.P. INSERT 40 :a � °, `a� I ' 11B N r--- _ - �_—�- — —aJ NEW AUX. NEW SHEAR WALL I � iv ROOM - Range I 7' - 6" NEW 6X6 COLUMNS HALLWAY � � � � NEW CLOSET DOOR O FUR. W � o o o I DOWN SPOUT (DISCHARGE TO PLANTER) 7'-4. " H.H. 30"x80" � UTILITY ROOM KITCHEN o NEW SLIDER WINDOW 48" X 40" 400 ANDERSENSERIESORSIM. I ---- ----- z I INSTALL NEW �I � � NEW 6"X6" COLUMN IN WALL I II \ I I � GAS F.P. INSERT \�JI�JI 5' - 6 112" CHINA DISPLAY CABINET (BUILT-IN) T-4.5" H.H. I I I I — — — — — — — — — — — — — — — — — — — — — EDG OF VAULTED CEILING ABOVE W11B LIVING ROOM EDGE OF VAULTED CEILINGABO E <-h I I ~ VAULTED CEILING ABOVE BEDROOM 2 BEDROOM 3 DINNG ROOM � � SHEAR WALL. AD PLYWOOD TO EXISTING WALL PARTITION N HALLWAY SIDE. EXTEND WALL TO UNDERSIDE OF NEW ROOF (VAULTED FILING) I I I I � � I EXISTING 60"X68" EXISTING 60"X68" 68"X$�" O PICTURE WINDOW PICTURE WINDOW ------- ---- ----- ------------ ---- ---------------- (NEW 60"X24" (NEW 60"X24" I ❑ NEW 60"X68" EXISTING 60"X68" ❑ I _ ' ICTURE WINDOW ABOVE AT PICTURE WINDOW ABOVE AT I WINDOW TO MATCH PICTURE WINDOW I T-7" A.F.F) T-7" A.F.F) I EXISTING I I -•ay' I I I 1 -- I I ' � NEW DOUBLE GLASS DOOR 68" X 80" � I I I I I I. � I I I 3 I I A3 I I 1 - A4 I I m - - _ i ❑ ❑ I� � '`� �-------------------�-----------------------------------J 40' - 0" 21'-2112" � 40'-8" 61'-10112" N 1� 2� 2.5 3� 4� �� FLOOR PLAN -LEVEL 1 SCALE: 1 /4" = 1'-0" a� aD EXISTING PLANTER TO REMAIN, CONVERT TO BIORETENTION. TIE NEW ROOF DRAINS TO PLANTER. EXISTING WINDOW TO REMAIN N M 1 � A3 EXISTING WINDOW TO REMAIN M DOWN SPOUT (DISCHARGE TO PLANTER) FREESTANDING PERGOLA OVER PATIO BY OTHERS _� FLOOR AREA RATIO: AREA SUMMARY: WALL LEGEND LOT AREA: 14,800 SF BUILDING FINISHED AREA: 1,964 SF EXSITING WALLS MAIN LEVEL: 3,228 SF ADU (ABOVE GARAGE): 820 SF GARAGE: 980 SF GARAGE: 820 SF NEW WALLS /REINFORCED WALLS TOTAL FINISHED AREA: 2,784SF TOTAL GROSS FLOOR AREA: 1,964 SF W11A TOTAL NET FLOOR AREA: 1,964 SF INTERIOR 2X4 STUD WALL % OF LOT AREA: 13.27% CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS W116 INTERIOR 2X4 STUD WALL/SHEAR AND EXISTING CONDITIONS &CONTACT THE W40A EXTERIOR 2X6 STUD / R21 DESIGNER OF RECORD TO REVIEW CHANGES PRIOR INSULATION IN CAVITY TO START OF ANY WORK. RESUB Aug 31 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U J 0 /Z W � �M/� 00 (� M 00 V ' W � CV CV M C.fl W a��oo Q (V �--. �--. W O Z J � � � � � o � � X � �YHIi w I.J_ O O L.L_ W J z Q W U Z W N� W s Q� J ¢ � < W� = a Ua Z� I U 0 a Revisions QCITY CORRECTIONS 8/28/2023 0- �- 0- Drawn Checked Date .11.1r ly �0� Sheet • Scale Job 1 I 2 I 3 I 4 I 5 FLOOR PLAN NOTES: C 0 1. WINDOWS &DOORS ARE SHOWN & NOTED AS NORMAL SIZE. 2. EXTERIOR WALLS TO BE 2X6 STUDS @ 16" O.C. UNO EXCEPT CMU FOUNDATION AS EXISTING. 3. ALL NEW INTERIOR WALLS TO BE 2X4 @16" O.C. UNO 4. ALL DIMENTIONS ARE TO AND FROM FACES OF CORES, UNLESS OTHERWISE NOTED 5. PROVIDE A VENTED WINDOW IN EACH HABITABLE ROOM. BATHROOMS, TOILET ROMS, CLOSETS, HALLS, STORAGE, OR UTILITY SPACES OR SIMILAR AREAS ARE NOT CONSIDERED HABITABLE ROOMS. 6. ALL TUBS ARE SHOWER STALLS WILL HAVE FIREBLOCKING BETWEEN STUDS 7. LIMIT SHOWER FLOW T03GPM 8. BATHROOM WALLS SHALL BE WATERPROOF TO 70"MIN ABOVE RAIN OUTLET. 9. ALL GLAZING, INCLUDING WINDOWS WITHIN 70" OF DRAIN INLET, SHALL BE SAFETY GLASS. 10. THE WATER RESISTANT GWB BASE FOR THE TILE IN SHOWER ENCLOSURE SHOULD NOT BE USED OVER A VAPOR BARRIER OR ON THE CEILING. 11. PROVIDE VENTILATION WITH THE BATHROOM TO VENT OUTSIDE. IRC R602.8 FIREBLOCKING: FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENING (BOTH VERTICAL &HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAM CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL TOWS OF STUDS OR STAGGERED STUDS; AS FOLLOWS a. VERTICALLY AT THE CEILING AND FLOOR LEVELS b. HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET (3048 MM) 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS., DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R311.2.2 4. AT OPENINGS AROUND VENTS, PIPES AND DUCTS, AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIALS TO REISS THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTIONS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1001.16 6. FIREBLOCKING OF CORNICES OFTWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. ALL TUBS &SHOWER STALLS: 1. ALL TUBS ARE SHOWER STALLS WILL HAVE FIREBLOCKING BETWEEN STUDS 2. LIMIT SHOWER FLOW TO 3GPM 3. BATHROOM WALLS SHALL BE WATERPROOF TO 70" MIN ABOVE RAIN OUTLET. 4. ALL GLAZING, INCLUDING WINDOWS WITHIN 70" OR DRAIN INLET, SHALL BE SAFETY GLASS. 5. THE WATER RESISTANT GWB BASE FOR THE TILE IN SHOWER ENCLOSURE SHOULD NOT BE USED OVER A VAPOR BARRIER OR ON THE CEILING. 6. PROVIDE VENTILATION WITH THE BATHROOM TO VENT OUTSIDE. N � 1 R00 F PLAN %�� SCALE: 1 /4" = 1'-0" NOTE: SEES' SHEETS FOR LATERAL INFORMATION AND ENGINEERING DETAILS 2 (2.5) 3 4 5 61' -10 1 /2" 13'-61/2" _ T-81/2" � 5'-9" 20'-01/2" _ 14'-10112" _ �E) �� 2 A4 �A) 2 (2.5) 3 4 5 ROOFS BETWEEN 2:12 AND 4:12 PITCHES ARE � REQUIRED TO NOTE DOUBLE UNDERLAYMENT ON TEH PLANS PER 905.2.2 IRC WALL LEGEND EXSITING WALLS � NEW WALLS /REINFORCED WALLS W11A INTERIOR 2X4 STUD WALL W11B INTERIOR 2X4 STUD WALL/SHEAR W40A EXTERIOR 2X6 STUD / R21 INSULATION IN CAVITY FLOOR AREA RATIO: LOT AREA: MAIN LEVEL: GARAGE: TOTAL GROSS FLOOR AREA: TOTAL NET FLOOR AREA: OF LOT AREA: 14,800 SF 3,228 SF 980 SF 1,964 SF 1,964 SF 13.27% AREA SUMMARY: BUILDING FINISHED AREA: ADU (ABOVE GARAGE): GARAGE: TOTAL FINISHED AREA: 1,964 SF 820 SF 820 SF 2,784 SF CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS &CONTACT THE DESIGNER OF RECORD TO REVIEW CHANGES PRIOR TO START OF ANY WORK. RES B Aug 31 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT V J J Z .M wo i/� LuQo� w Q�� ' 0 = � N � � � .-. '� W �a�� N °°��X a �-wQ (n c� Y H- li z Q LL O O L.L W V o Z o W � �_ >Q �W/ � LL p Q � J w � � W Q U Z � 0 Z � N Revisions QCITY CORRECTIONS 8/28/2023 �- Date 6/14/2023 Sheet A2.3 Scale Job As indicated 23-011 1 I 2 I 3 I 4 I 5 1 I 2 I 3 I 4 I 5 0 C 0 FLOOR PLAN NOTES: 1. WINDOWS &DOORS ARE SHOWN & NOTED AS NORMAL SIZE. 2. EXTERIOR WALLS TO BE 2X6 STUDS @ 16" O.C. UNO EXCEPT CMU FOUNDATION AS EXISTING. 3. ALL NEW INTERIOR WALLS TO BE 2X4 @16" O.C. UNO 4. ALL DIMENTIONS ARE TO AND FROM FACES OF CORES, UNLESS OTHERWISE NOTED 5. PROVIDE A VENTED WINDOW IN EACH HABITABLE ROOM. BATHROOMS, TOILET ROMS, CLOSETS, HALLS, STORAGE, OR UTILITY SPACES OR SIMILAR AREAS ARE NOT CONSIDERED HABITABLE ROOMS. 6. ALL TUBS ARE SHOWER STALLS WILL HAVE FIREBLOCKING BETWEEN STUDS 7. LIMIT SHOWER FLOW T03GPM 8. BATHROOM WALLS SHALL BE WATERPROOF TO 70"MIN ABOVE RAIN OUTLET. 9. ALL GLAZING, INCLUDING WINDOWS WITHIN 70" OF DRAIN INLET, SHALL BE SAFETY GLASS. 10. THE WATER RESISTANT GWB BASE FOR THE TILE IN SHOWER ENCLOSURE SHOULD NOT BE USED OVER A VAPOR BARRIER OR ON THE CEILING. 11. PROVIDE VENTILATION WITH THE BATHROOM TO VENT OUTSIDE. IRC R602.8 FIREBLOCKING: FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENING (BOTH VERTICAL &HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAM CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL TOWS OF STUDS OR STAGGERED STUDS; AS FOLLOWS a. VERTICALLY AT THE CEILING AND FLOOR LEVELS b. HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET (3048 MM) 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS., DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R311.2.2 4. AT OPENINGS AROUND VENTS, PIPES AND DUCTS, AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIALS TO REISS THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTIONS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1001.16 6. FIREBLOCKING OF CORNICES OFTWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. ALL TUBS &SHOWER STALLS: 1. ALL TUBS ARE SHOWER STALLS WILL HAVE FIREBLOCKING BETWEEN STUDS 2. LIMIT SHOWER FLOW TO 3GPM 3. BATHROOM WALLS SHALL BE WATERPROOF TO 70" MIN ABOVE RAIN OUTLET. 4. ALL GLAZING, INCLUDING WINDOWS WITHIN 70" OR DRAIN INLET, SHALL BE SAFETY GLASS. 5. THE WATER RESISTANT GWB BASE FOR THE TILE IN SHOWER ENCLOSURE SHOULD NOT BE USED OVER A VAPOR BARRIER OR ON THE CEILING. 6. PROVIDE VENTILATION WITH THE BATHROOM TO VENT OUTSIDE. MARK COUNT NEW WINDOWS SCHEDULE SIZE HEAD TYPE HEIGHT WIDTH HEIGHT U-FACTOR MANUFACTURER A 1 GLIDER 3' - 4" 4' - 0" 6' -10" .22 ANDERSEN 400 SERIES LOW-E B 1 FIXED/PICTURE 3' -10" 5' - 8" 6' -10" .25 ANDERSEN 400 SERIES LOW-E C 2 AWNING 2' - 0" 5' - 8" 9' - 7" 0.30 ANDERSEN 400 SERIES LOW-E D 2 AWNING 2' - 0" 4' - 0" 12' - 0" 0.30 ANDERSEN 400 SERIES LOW-E N/A 22 <varies> <varies> <varies> <varies> <varies> NOTE: SEES' SHEETS FOR LATERAL INFORMATION AND ENGINEERING DETAILS Alterations Worksheet - 2018 Washington State Energy Code Project In/ormation Contact Inlomiation POCHINCHERLA RESIDENCE Hamid Korasani 1224 Olympic Ave Sazei Design Group, LLC Edmonds, WA 98020 425-214-2280 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? r Yes r 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? r Yes r 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? r Yes rJ No If yes: Exposed floor cavities must be insulated to R-30 Are the windows and/or doors being replaced? r Yes r No i 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? r Yes r No If yes: New equipment must meet current requirements and ducts need to be tested Will the hot water system be altered? Yes r No If yes: New water heating equipment must meet current code requirements Are more than 50% of the light fixtures being changed? i Yes � No If yes: 90% of all lamps must be high efficacy (LED or CFL) R503.1.1 Building envelope. Building envelope assemblies that are part of the alteration shall comply with Section R402.1.1 or R402.1.4, Sections R402.2.1 through R402.2.11, R402.3.1, R402.3.2, R402.4.3 and R402.4.4. Exception: The following alterations need not comply with the requirements for new construction provided the energy use of the building is not increased: 1. Storm windows installed over existing fenestration. 2. Existing ceiling, wall or floor cavities exposed during construction provided that these cavities are filled with insulation. 2x4 framed walls shall be insulated to a minimum of R-15 and 2x6 framed walls shall be insulated to a minimum of R-21. 3. Construction where the existing roof, wall or floor cavity is not exposed. 4. Roof recover. S. Roofs without insulation in the cavity and where the sheathing or insulation is exposed during reroofing shall be insulated either above or below the sheathing. 6. Surface -applied window film installed on existing single pane fenestration assemblies to reduce solar heat gain provided the code does not require the glazing fenestration to be replaced. R503.1.1.1 Replacement fenestration. Where some or all of an existing fenestration unit is replaced with a new fenestration product, including sash and glazing, the replacement fenestration unit shall meet the applicable requirements for U-factor and SHGC in Table R402.1.1. Where more than one replacement fenestration unit is being installed, an area - weighted average of the U-factor and SHGC of all replacement fenestration shall be permitted to be used to demonstrate compliance. R503.1.2 Heating and cooling systems. New heating, cooling and duct systems that are part of the alteration shall comply with Section R403. Exceptions: 1. Where ducts from an existing heating and cooling system are extended, duct systems with less than 40 linear feet in unconditioned spaces shall not be required to be tested in accordance with Section R403.2.2. 2. Existing duct systems constructed, insulated or sealed with asbestos. R502.1.1.2 Heating and cooling systems. New heating, cooling and duct systems that are part of the addition shall comply with Section R403. Exceptlon: The following need not comply with the testing requirements of Section R403.3.3: 1. Additions of less than 750 square feet. 2. Duct systems that are documented to have been previously sealed as confirmed through field verification and diagnostic testing in accordance with procedures in WSU RS-33. 3. Ducts with less than 40 linear feet in unconditioned spaces. 4. Existing duct systems constructed, insulated or sealed with asbestos. R503.1.3 Service hot water systems. New service hot water systems that are part of the alteration shall comply with Section R403.5. R503.1.4 Lighting. New lighting systems that are part of the alteration shall comply with Section R404.1. Exception: Alterations that replace less than SO percent of the luminaires in a space, provided that such alterations do not increase the installed interior lighting power. R503.2 Change in space conditioning. Any nonconditioned or low -energy space that is altered to become conditioned space shall be required to be brought into full compliance with this code. 1 � T.O. RO�MAIN BUILDING 181' - 6 5/8" � T.O. ROOF DECK _ _ 175' - 8 5/8" LEVEL 1 _ 167' - 6 1 /8" SECTION C-C SCALE: 1 /4" = 1'-0" INSULATE ROOF CAVITY TO FULL DEPTH OF FRAMING MEMBERS. ALLOW 1"VENILATED SPACE MIN. i � i � � � �, oo ,' \ / _ e FLOOR AREA RATIO: LOT AREA: 14,800 SF MAIN LEVEL: 3,228 SF GARAGE: 980 SF TOTAL GROSS FLOOR AREA: 1,964 SF TOTAL NET FLOOR AREA: 1,964 SF OF LOT AREA: 13.27% AREA SUMMARY: BUILDING FINISHED AREA: ADU (ABOVE GARAGE): GARAGE: TOTAL FINISHED AREA: 1,964 SF 820 SF 820 SF 2,784 SF CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS &CONTACT THE DESIGNER OF RECORD TO REVIEW CHANGES PRIOR TO START OF ANY WORK. RES B Aug 31 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT V J J Z .M wo i/� LuQo� w Q�� ' 0 = � N � � � .-. '� W �a�� N °°��X a �-wQ (n c�Y�li z O 1 U rLLI v J V Z J M� W V o Z o W � >Q W � � o Q � �J/ w I.L � W Q U .� Z � T� 0 i N O � Revisions QCITY CORRECTIONS 8/28/2023 Date 6/14/2023 Sheet A3 Scale Job As indicated 23-011 1 I 2 I 3 I 4 I 5 FLOOR PLAN NOTES: 1. WINDOWS &DOORS ARE SHOWN & NOTED AS NORMAL SIZE. 2. EXTERIOR WALLS TO BE 2X6 STUDS @ 16" O.C. UNO EXCEPT CMU FOUNDATION AS EXISTING. 3. ALL NEW INTERIOR WALLS TO BE 2X4 @16" O.C. UNO 4. ALL DIMENTIONS ARE TO AND FROM FACES OF CORES, UNLESS OTHERWISE NOTED 5. PROVIDE A VENTED WINDOW IN EACH HABITABLE ROOM. BATHROOMS, TOILET ROMS, CLOSETS, HALLS, STORAGE, OR UTILITY SPACES OR SIMILAR AREAS ARE NOT CONSIDERED HABITABLE ROOMS. 6. ALL TUBS ARE SHOWER STALLS WILL HAVE FIREBLOCKING BETWEEN STUDS 7. LIMIT SHOWER FLOW T03GPM 8. BATHROOM WALLS SHALL BE WATERPROOF TO 70"MIN ABOVE RAIN OUTLET. 9. ALL GLAZING, INCLUDING WINDOWS WITHIN 70" OF DRAIN INLET, SHALL BE SAFETY GLASS. 10. THE WATER RESISTANT GWB BASE FOR THE TILE IN SHOWER ENCLOSURE SHOULD NOT BE USED OVER A VAPOR BARRIER OR ON THE CEILING. 11. PROVIDE VENTILATION WITH THE BATHROOM TO VENT OUTSIDE. IRC R602.8 FIREBLOCKING: FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENING (BOTH VERTICAL &HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAM CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL TOWS OF STUDS OR STAGGERED STUDS; AS FOLLOWS a. VERTICALLY AT THE CEILING AND FLOOR LEVELS b. HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET (3048 MM) 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS., DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R311.2.2 4, AT OPENINGS AROUND VENTS, PIPES AND DUCTS, AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIALS TO REISS THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTIONS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1001.16 6. FIREBLOCKING OF CORNICES OF TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. ALL TUBS &SHOWER STALLS: 1. ALL TUBS ARE SHOWER STALLS WILL HAVE FIREBLOCKING BETWEEN STUDS 2. LIMIT SHOWER FLOW TO 3GPM 3. BATHROOM WALLS SHALL BE WATERPROOF TO 70"MIN ABOVE RAIN OUTLET. 4, ALL GLAZING, INCLUDING WINDOWS WITHIN 70" OR DRAIN INLET, SHALL BE SAFETY GLASS. 5. THE WATER RESISTANT GWB BASE FOR THE TILE IN SHOWER ENCLOSURE SHOULD NOT BE USED OVER A VAPOR BARRIER OR ON THE CEILING. 6. PROVIDE VENTILATION WITH THE BATHROOM TO VENT OUTSIDE. NOTE: SEES' SHEETS FOR LATERAL INFORMATION AND ENGINEERING DETAILS �� FLOOR AREA RATIO: LOT AREA: 14,800 SF MAIN LEVEL: 3,228 SF r_npn��• aQn c� TOTAL GROSS FLOOR AREA: 1,964 SF TOTAL NET FLOOR AREA: 1,964 SF OF LOT AREA: 13.27% AREA S U M MARY: BUILDING FINISHED AREA: 1,964 SF ADU (ABOVE GARAGE): 820 SF GARAGE: 820 SF TOTAL FINISHED AREA: 2,784SF CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS &CONTACT THE DESIGNER OF RECORD TO REVIEW CHANGES PRI� U B TO START OF ANY WORK. Aug 3 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U J J Z (� • w z M c� ono o�p ono ''^^ vJ � � � Q N o0 W Q��a� � � Q = � 0 N ^'� 0� w oz�n� � J � � o � w X � � Y � � (l) z O_ Q J W C� Z 0 J_ m N W I U 0 a N O QO 3 W a O N Revisions QCITY CORRECTIONS 8/28/2023 �- �- Drawn Checked Date �■Y �4 Sheet Scale Job STRUCTURAL NOTES DIAPHRAGM AND HOEDOWN SCHEDULES QENERAL ALL MATERIALS AND WORKMANSHIP SHALL BE AS SPECIFIED BY THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODES IN EFFECT. WHERE THERE IS A CONFLICT BETWEEN THE CONSTRUCTION DRAWINGS AND THE REFERENCED CODES, THE REFERENCED CODES AND STANDARDS SHALL APPLY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDI110NS FOR COMPATIBILITY AND SHALL NOTIFY THE DESIGNER AND OR THE ENGINEER OF ANY DISCREPANCIES IN THE DRAWINGS PRIOR TO THE START OF ANY CONSTRUCTION. WORKING DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO THE DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO THE REVIEW AND APPROVAL BY THE DESIGNER AND THE ENGINEER OF THE RECORD. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AND SHORING NECESSARY FOR THE CONSTRUCTION OF THE STRUCTURE AND ITS COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCING OF OR PROCEDURES REQUIRED TO PERFORM THE WORK. ALL CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE DESIGNER OR THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. THESE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WfTH THE ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE 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. APPLICABLE CODES AND STANDARDS THE STRUCTURAL DESIGN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST EDffION OF THE FOLLOWING CODES AND STANDARDS. AMERICAN CONCRETE INSTITUTE ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI-301-10 SPECIFICATIONS FOR STRUCTURAL CONCRETE-SP 66-04 CONCRETE DETAILING MANUAL AMERICAN INSTff-UTE OF STEEL CONSTRUCTION -ANSI/AISC 360 SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL. AMERICAN WELDING SOCIETY -AWS STRUCTURAL WELDING CODE. STEEL STRUCTURE PAINTING COUNCIL - SSPC STEEL STRUCTURE PAINTING MANUAL. U.S. PRODUCT STANDARDS - PS - 1- 74. INTERNATIONAL BUILDING CODE (IBC) 2018 EDITION.+ 2018 IRC NATIONAL DESIGN SPECS FOR WOOD CONSTRUCTION (NDS) 2018 EDITION. NDS FOR WOOD CONSTR. W/ 2018 SUPPLEMENT SD PWS 2011 SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC. WESTERN WOOD PRODUCTS ASSOCIATION - WWPA GRADING RULES FOR LUMBER AND PLYWOOD AMERICAN SOCIETY OF CML ENGINEERSASCE/SE17-10 MIN. DESIGN LOADS FOR BLDGS +OTHER STRUCTURES. DESK�IV CRITB�IA IN ADDTITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED IN THE PREPARATION OF THIS DESIGN AS REQUIRED BY CHAPTER 16 OF THE INTERNATIONAL BUILDING CODE. LIVE LOADS SOIL PRESSURE ROOF 25 PSF SOIL BEARING 1500 PSF (ASSUMED) CEILING 10 PSF ACTNE PRESSURE�,,�,� 35 PCF (ASSUMED) FLOOR 40 PSF ACTIVE PRESSUREs,,�,,,e.,r 55 PCF (ASSUMED) DECKS 60 PSF EQUN PASSIVE 300 PCF (ASSUMED) EXTERIOR BALCONY 60 PSF BASE FRICTION COEFF. 0.40 PCF (ASSUMED) STAIR +CORRIDOR 60 PSF ROOF SNOW LOAD GROUND SNOW LOAD,pg 25 PSF 1. FLAT ROOF SNOW LOAD,Pf 25 PSF 2. SNOW EXPOSURE FACTOR CE =1.0 3. SNOW LOAD IMPORTANCE FACTOR Is =1.0 4. THERMAL FACTOR Ct =1.1 EARTHQUAKE DESIGN DATA WIND DESIGN DATA (ANSI/AF+PA WFCM-2018) 1. RISK CATEGORY 2 1. ULTIMATE WIND SPEED (3 SECOND GUST) VOLT =110 MPH 2. SEISMIC IMPORTANCE FACTOR le -1.0 2. RISK CATEGORY 2 3. MAPPED SPECTRAL ACCELERATION, SHORT PERIOD SS=1.292g 3. WIND EXPOSURE C MAPPED SPECTRAL ACCELERATION, 1 SECOND PERIOD 51-0.456g 4. INTERNAL PRESSURE COEFFICIENT N/A 4. SITE CLASS D 5. SPECTRAL RESPONSE COEFFICIENT, SHORT PERIOD SDS=1.034g 5. COMPONENTS AND CLADDING REFER TO DRAWINGS SPECTRAL RESPONSE COEFFICIENT 1-SECOND PERIOD SD1=0.567g 6. TOPOGRAPHICAL FACTOR KZT=1.15 6. SEISMIC DESIGN CATEGORY D 7. BASIC SEISMIC FORCE RESISTANCE PLYWOOD SHEAR PANELS 8. DESIGN BASE SHEAR V=SEE CALCS 9. SEISMIC RESPONSE COEFFICIENT CS=0.13 10. RESPONSE MODIFICATION FACTOR R-6.5 11. ANALYSIS PROCEDURE USED EQ.LATERAL FORCE (ASCE7-10,12.8) FOUNDATIONS ALL FOOTINGS AND FOUNDATIONS SHALL BEAR ON SOLID, UNDISTURBED FIRM NATURAL EARTH OR COMPACTED SOIL, AT LEAST 18' BELOW FINISHED GRADE AND FREE OF ORGANIC MATERIALS. FOOTING AND FOUNDATION EXCAVATION SHALL BE FREE OF LOOSE SOILS, SLOUGHS, DEBRIS, AND FREE OF WATER AT ALL TIMES. FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 6' ABOVE FINISH GRADE. FOUNDATION WALL BACKFILL SHALL BE PLACED SIMULTANEOUSLY ON BOTH SIDES OF WALL. PROVIDE 4' PERFORATED PIPE (AS REQUIRED) FOR SUBSURFACE DRAINAGE. FOOTING SIZE SHALL BE AS INDICATED ON DRAWINGS OR MINIMUM AS PER IBC SECTION 1806. WHERE THE SURFACE IS SLOPED MORE THAN ONE (1) FOOT IN TEN(10) FEET THE FOUNDATION SHALL BE LEVEL OR BE STEPPED SO THAT BOTH TOP AND BOTTOM OF SUCH FOUNDATION ARE LEVEL PER IBC. WHERE STRUCTURAL COLUMNS AND POSTS ARE EXPOSED TO WATER SPLASH ABOVE A CONCRETE SURFACE OR TO THE WEATHER , PROVIDE A MINIMUM PLINTH OF 1' ABOVE THE CONCRETE SURFACE, OR 6 'ABOVE THE EXPOSED EARTH PER UBC. FOUNDATION SILL PLATES SHALL BE BOLTED TO THE FOUNDATION OR THE FOUNDATION WALL WITH A STEEL ANCHOR BOLT HAVING A MINIMUM NOMINAL DIAMETER OF 5/8'. BOLTS SHALL BE EMBEDDED A MINIMUM OF 7' INTO THE CONCRETE AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12' A OR LESS THAN 7 BOLT DIAMETERS FROM EACH END OF THE PIECE. ANCHOR BOLTS SHALL BE A STANDARD J-BOLT" WITH A 4d RETURN, OR A STANDARD 'L-BOLT' WITH 12d EXTENSION. ANCHOR BOLTS SHALL BE A36 STEEL OR BETTER. ALL ANCHOR BOLTS AT FOUNDATION SILL PLATES SHALL BE PROVIDED WITH 3'x3'x1/4' PLATE WASHERS PER SHEAR WALL SCHEDULE AT SHEAR WALLS AND OTHER STANDARD WALLS DEFAULTING TO P1-6. SEE SHEARWALL SCHEDULE ON THIS SHEET FOR SPECIFIC ANCHOR BOLT REQUIREMENTS AT ALL SHEARWALL LOCATIONS. CONCRETE CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'� AS INDICATED BELOW. CONCRETE SHALL CONFORM TO AMERICAN CONCRETE INSTIME STANDARD 301, 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING". AN AIR ENTRAINING ADMIXTURE CONFORMING TO IBC STANDARDS SHALL BE ADDED TO ALL CONCRETE EXPOSED TO EARTH OR WEATHER. PROVIDE 5% ± 1.5% ENTRAINED AIR MAXIMUM. MAXIMUM SLUMP SHALL BE 4' AT TIME OF PLACING. COMPRESSIVE STRENGHT OF 3,000 psi IS REQUIRED FOR ALL EXTERIOR AND EXPOSED CONDITIONS PER PER IBC AND/OR IRC GOVERNING CODES. MIN. SACKS OF CEMENT PER SPECIAL INSP. USE C.Y. OF CONC. REQUIRED 3000 psi 5? 2 NO SLABS ON GRADE, FOUNDATIONS +FOOTINGS GROUT FOR POST BEARING PLATES SHALL BE NON -SHRINK TYPE WITH MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS. REINFORCING STEEL NEW, CLEAN AND FREE FROM DIRT, CONCRETE REINFORCING STEEL SHALL CONFORM TO ASTM-A615-76A, GRADE 40 (fy 40,000 PSI.) FOR # 4 BARS AND SMALLER GRADE 60 (fy 60,000 PSI.) FOR # 5 BARS AND LARGER UNLESS NOTED OR SHOWN OTHERWISE, ALL REINFORCING BARS SHALL BE CONTINUOUS WITH ALL SPLICES STAGGERED. ALL STEEL SHALL BE ACCURATELY LOCATED IN THE FORMS AND SECURED BY FORM TIES TO PREVENT DISPLACEMENT DURING CONSTRUCTION. PROVIDE ALL HORIZONTAL BARS WffH 2'-6' x 2'- 6' CORNER BARS OF THE SAME SIZE AT ALL CORNERS AND WALL INTERSECTIONS. WHERE A CONCRETE WALL END DOES NOT INTERSECT WITH ANOTHER WALL, HOOK HORIZONTAL BARS 90 DEGREES AND PROVIDE AN EXTENSION OF 6 BAR DIAMETERS. AT CONCRETE WALLS LAP VERTICAL REINFORCEMENT A MINIMUM OF 48 BAR DIAMETERS TO FOOTING DOWELS. LAP ALL REINFORCING BAR SPLICES A MINIMUM OF 48 BAR DIAMETERS. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOK AND BENDS) IN ACCORDANCE WITH ACI 315 AND 318 - (LATEST EDITION). CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3, FORMED SURFACES EXPOSED TO EARTH OR WEATHER #5 BARS OR SMALLER 11/2' #6 BARS OR LARGER , SLABS AND WALLS (INTERIOR FACE) 3/4' WELDED WIRE FABRIC SHALL CONFORM TO ASTM-185. LAP FABRIC 1'-O' MINIMUM AT SPLICES. LAP ADJACENT MATS OF WELDED WIRE MESH ONE FULL MESH AT SIDES AND ENDS. STRUCTURAL STEEL STRUCTURAL STEEL STANDARD SHAPES AND PLATES SHALL CONFORM TO ASTM A36 STEEL (fy = 36,000 PSI) STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B (f - 46,000 PSI). ALL MACHINE BOLTS AND ANCHOR BOLTS SHALL CONFORM TO ATM A 307. USE E70XX ELECTRODES FOR WELDING. ALL FILLET WELDS SHALL BE MINIMUM 3/16' OR EQUAL TO MINIMUM THICKNESS OF MEMBER BEING WELDED, WHICHEVER IS LESS, UNLESS OTHERWISE SHOWN. ALL WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED IN ACCORDANCE WITH AWS AND WABO. ALL STEEL ITEMS SHALL HAVE ONE COAT OF RED LEAD CONFORMING TO TT-P-00615C TYPE II, 2-3 MILL COATING. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE DESIGNER AND THE ENGINEER FOR METAL WOOD TO WOOD CONNECTORS METAL WOOD TO WOOD CONNECTORS REFERENCED BY LETTERS AND NUMBERS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE AS SPECIFIED IN THEIR FULL LINE CATALOG" CURRENT EDI110N. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. SOLID SAWN LUWEER ALL FRAMING LUMBER SHALL KILN DRIED OR MC-19 AND BE GRADED AND MARKED IN CONFORMANCE WITH GLB STANDARD GRADING RULES FOR WEST COASTLUMBER NO 17 OR WPA WESTERN LUMBER GRADING RULES MOST CURRENT EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS 1.4' X 6" STUDS (2x AND 3x MEMBERS) HEM FIR OR SPF STUD GRADE DESIGN VALUES Fb- 675 psi Fv- 150 psi Fc? 425 psi Fc = 675 psi E = 1,200,000 2. 4' X 6' PLATES AND MISC. (2x AND 3x MEMBERS) HEM -FIR NO. 2 DESIGN VALUES Fb- 850 psi Fv-150 psi Fo4 405 psi F� 1250 psi E = 1,300,000 3. JOISTS AND RAFTERS (2x AND 3x MEMBERS) HEM -FIR NO. 2 DESIGN VALUES Fb= 900 psi Fv=150 psi Fc� 405 psi F� 1250 psi E = 1,300,000 4. 4x BEAMS DOUGLAS FIR -LARCH NO. 2 DESIGN VALUES Fb= 950 psi Fv=180 psi Fc� 625 psi F� 1300 psi E=1,600,000 5. 4x POSTS DOUGLAS FIR -LARCH NO. 2 DESIGN VALUES Fb= 875 psi Fv=180 psi Fc� 625 psi F� 1300 psi E = 1,600,000 6. TIMBER BEAMS (RECTANGULAR 6x AND LARGER) DOUGLAS FIR -LARCH NO. 2 DESIGN VALUES Fb= 875 psi Fv=170 psi Fc?= 625 psi Fc = 600 psi E=1,300,000 7. TIMBER POSTS (SQUARE 6x AND LARGER) DOUGLAS FIR -LARCH NO. 2 DESIGN VALUES Fb= 700 psi Fv= 180 psi Fc� 625 psi Fc= 475 psi E=1,300,000 STRUCTURAL QLUED LANNATED TIMBERS STRUCTURAL GLUED LAMINATED TIMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSI/AITC STANDARD A190.1 AND ASTM D 3737. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL BEAMS SHALL BE DOUGLAS FIR COMBINATION (24F-V4/DF OR 24F-V8/DF, AS INDICATED) WITH A STANDARD CAMBER (3500 FT. RADIUS), UNLESS OTHERWISE NOTED ON PLANS. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. GLUE LAMINATED MEMBERS EXPOSED TO WEATHER OR MOISTURE SHALL BE TREATED WITH AN APPROVED PRESERVATIVE. DESIGN VALUES 24F-V4/DF Fb ten = 2400 psi Fb comp =1850 psi Fv = 240 psi Fc� 650 psi Fc =1600 psi E=1,800,000 DESIGN VALUES 24F-V8/DF Fb ten = 2400 psi Fb comp = 2400 psi Fv = 240 psi Fc?= 650 psi Fc =1600 psi E=1,800,000 STRUCTURAL COMPOSITE LUMBER ENGINEERED WOOD SHOWN ON THE DRAWINGS IS BASED ON PRODUCT MANUFACTURED BY WEYERHAUSER IN ACCORDANCE WITH ICC REPORT NO. ES ESR-1387. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME PLANT NUMBER OF THE MANUFACTURER, THE GRADE,THE ICC REPORT NUMBER AND THE QUALITY CONTROL AGENCY, AND SHALL BE FURNISHED TO THE FOLLOWING MINIMUM STANDARDS. 1.3 E iLEVEL TRUS JOIST TIMBERSTRAND ESL. (BEAM /COLUMN) DESIGN VALUES Fb=1700 psi Fv= 400 psi Fc?= 680 psi Fc =1400 psi E=1,300,000 1.55 E iLEVEL TRUS JOIST TIMBERSTRAND ESL. (BEAM) DESIGN VALUES Fb= 2325 psi Fv= 310 psi Fc?= 800 psi Fc = 2050 psi E = 1,550,000 1.9 E iLEVEL TRUS JOIST MICROLLAM LVL. (BEAM) DESIGN VALUES Fb = 2600 psi Fv= 285 psi Fc? = 750 psi Fc = 2510 psi E=1,900,000 1.8 E iLEVEL TRUS JOIST PARALLAM PSL. (COLUMN) DESIGN VALUES Fb= 2400 psi Fv= N.A. Fc?= N.A. Fc = 2500 psi E=1,800,000 2.0 E iLEVEL TRUS JOIST PARALLAM PSL. (BEAM) DESIGN VALUES Fb= 2900 psi Fv= 290 psi Fe?750 psi F c = 2900 psi E = 2,000,000 PRE -MANUFACTURED WOOD FLOOR JOISTS ALL WOOD I -JOISTS SHALL BE TJI SERIES JOISTS MANUFACTURED BY WEYERHAEUSER IN ACCORDANCE WITH ICC ES ESR-1153 ALL WOOD OPEN WEB JOISTS SHALL BE TJLX SERIES JOISTS MANUFACTURED BY WEYERHAEUSER. PRE -MANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE, SPACING AND PROFILE SHOWN ON THE DRAWINGS. THE JOISTS SHALL BE COMPATIBLE WITH THE LOAD, DIMENSIONAL AND FIRE RATING REQUIREMENTS OF THE PROJECT. INSTALLATION SHALL COMPLY WITH MANUFACTURERS SPECIFICATIONS, LAYOUT AND CONSTRUCTION DETAILING DRAWINGS PREPARED AND FURNISHED BY MANUFACTURERS AUTHORIZED REPRESENTATIVE. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PRE -MANUFACTURED ROOF TR1133E3 ROOF TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN, FABRICATION AND INSTALLATION GUIDELINES OF ALL ROOF TRUSSWS. ROOF TRUSSES SHALL BE COMPATIBLE WITH THE LOAD, DIMENSIONAL AND FIRE RATING REQUIREMENTS OF THE PROJECT ROOF TRUSS LAYOUT AND SPACING SHALL CONFORM TO THE LOCATIONS AND SPACING SHOWN ON THE ROOF FRAMING PLAN DESCRIBED HEREIN PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH TPI-2007 FOR THE SPANS AND CONDITIONS SHOWN ON THE DRAWINGS BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON EXPERIENCED WITH THE DESIGN OF WOOD ROOF TRUSSES. WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (MITEK, ITW, OR APPROVED TRUSS PLATE MANUFACTURER TRUSSES SHALL BE SUPPLIED WITH THE NECESSARY BRACING TO PROVIDE LATERAL STABILITY OF ALL TRUSS MEMBERS AND TIE -DOWN CONNECTIONS FROM TRUSS MEMBERS TO THE TOP OF WALLS AND BEAMS TO FORM AN INTEGRAL PART OF THE WHOLE STRUCTURAL WOOD PANEL SI-EATHINQ ALL STRUCTURAL WOOD PANEL SHEATHING (ROOF, FLOOR, AND WALL SHEATHING SHALL BE APA RATED, EXTERIOR OR WITH EXPOSURE (1) CLASSIFICATION PLYWOOD OR OSB. EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF APA AND SHALL BE MANUFACTURED UNDER THE PROVISIONS OF VOLUNTRY PRODUCT STANDARDS DOC PS-1 DOC PS-2 OR APA PRP-108 PERFORMANCE STANDARDS AND POLICIES FOR STRUCTURAL WOOD PANELS " ROOF SHEATHING SHALL BE 7 16 PLYWOOD OR OSB WITH AN APA SPAN RATING OF 24 0 FLOOR SHEATHING SHALL BE 3/4' TONGUE AND GROOVE PLYWOOD WITH AN APA SPAN RATING OF 48/24 ALL FLOOR SHEATHING SHALL BE NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG 01. WALL SHEATHING SHALL BE 7/16' PLYWOOD (OR OSB) WITH AN APA SPAN RATING OF 24/0 . INSTALL WITH A MINIMUM GAP OF 1/8' CLEAR SPACE BETWEEN PANEL JOINTS TO ALLOW FOR EXPANSION. NAILS SHALL BE DRIVEN FLUSH BUT NOT FRACTURE THE SURFACE OF THE SHEATHING. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. •�� r 1� . _ ►� THE FOLLOWING SHALL APPLY UNLESS OTHERWISE SHOWN ON THE PLANS ALL WOOD FRAMING COMPONENTS NOT SPECIFICALLY ENGINEERED AND DETAILED ON PLANS SHALL BE CONSTRUCTED TO COMPLY WITH IBC CHAPTER 23. THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS, UNLESS OTHERWISE NOTED, SHALL COMPLY WITH TABLE 2304.9.1 OF THE INTERNATIONAL BLDG. CODE. ALL NAILS SHALL BE COMMON, UNLESS OTHERWISE INDICATED. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. ALL BOLT HEADS AND NUTS BEARING AGAINST WOOD SURFACES SHALL BE PROVIDED WITH STANDARD FLAT CUT WASHERS. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ALL SHIMS SHALL BE SEASONED AND DRIED AND OF THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. WALL FRAMING ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS ®16' o.c. AT INTERIOR WALLS AND 2x6 STUDS • 16' o.c. AT EXTERIOR WALLS AND WALLS SEPERATING HEATED AND UNHEATED SPACES. A MINIMUM OF THREE STUDS SHALL BE PROVIDED AT THE CORNERS AND INTERSECTIONS OF ALL WALLS AND A MINIMUM OF ONE TRIMMER STUD PLUS A SINGLE KING STUD SHALL BE PROVIDED AT EACH SIDE OF ALL OPENINGS NOT OTHERWISE NOTED ON PLANS. TRIMMERS AT WINDOW AND DOOR OPENING INDICATED ON PLANS ARE AS FOLLOWS (1) 2x -ONE TRIMMER STUD PLUS A SINGLE KING STUD. (2) 2x =TWO TRIMMER STUDS PLUS A SINGLE KING STUD. (3) 2x =THREE TRIMMER STUDS PLUS A SINGLE KING STUD. THE TRIMMER/KING STUD ASSEMBLY SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH TABLE 2304.9.1 AS DOUBLE STUDS. A SINGLE 4x8 HEADER SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL UNSHEATHED STUD WALLS OVER 8'-0' IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED, OR PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED WOOD AND CONCRETE. END NAIL TOP PLATE TO EACH STUD AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE IN ACCORDANCE WITH TABLE 2304.9.1. FACE NAIL DOUBLE TOP PLATES IN ACCORDANCE WITH TABLE 2304.9.1. END JOINTS AT DOUBLE TOP PLATE SPLICES SHALL BE OFFSET A MINIMUM OF 48' AND NAILED PER TABLE 2304.9.1. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW PER TABLE 2304.9.1 OR BOLTED TO CONCRETE WITH 1/2' DIAMETER ANCHOR BOLTS (WITH 7' MINIMUM EMBEDMENT) • 4'-0' O.C. UNLESS INDICATED OTHERWISE. ALL POSTS WITH -IN THE WALL FRAME ASSEMBLY NOT OTHERWISE NOTED ON PLANS SHALL BE SPIKE LAMINATED COLUMNS, CONSISTING OF DOUBLED STUDS. INDMDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER PER TABLE 2304.9.1. REFER TO THE PLANS AND SHEARWALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING WITH NAILS • 7' o.c. USE 5d COOLER NAILS FOR 1/2' GWB AND 6d COOLER NAILS FOR 5/8' GWB. PROVIDE 7/16' (NOMINAL) APA RATED SHEATHING SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UN -SUPPORTED EDGES), AND TOP AND BOTTOM PLATES WITH 8d � 6' o.c. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d • 12' o.c. ALLOW 1/8' SPACING AT ALL PANEL EDGES AND ENDS. NON -BEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH APPROVED FASTENERS TO INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. FLOOR AND ROOF FRAMING REFER TO FRAMING PLANS FOR ALL JOIST, RAFTER AND BEAM LAYOUTS. DIRECTION, SPACING, TYPE AND SIZE SHALL BE AS INDICATED ON PLANS. PROVIDE DOUBLE JOISTS UNDER ALL BEARING PARTI110NS THAT EXTEND OVER MORE THAN HALF OF THE JOIST LENGTH AND AROUND ALL OPENINGS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS IN ACCORDANCE WITH TABLE 2304.9.1. ATTACH WOOD JOISTS TO FLUSH HEADERS OR BEAMS WITH METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER IN ACCORDANCE WITH TABLE 2304.9.1. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP w/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END JOINTS STAGGERED 4'-0". ALL PLYWOOD SHALL BE INSTALLED PER APA STANDARDS. SHEATHING SHALL BE FASTENED IN ACCORDANCE WITH TABLE 2304.9.1. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN RAFTER/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8' SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS IN ACCORDANCE WITH TABLE 2304.9.1 UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2x BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING PER NAILING SCHEDULE THIS SHEET. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. SOLID BLOCKING SHALL BE PROVIDED AT ALL HOEDOWN LOCATIONS AND POINT LOADS BEARING DIRECTLY ON THE FLOOR DIAPHRAGM FROM ABOVE. BLOCKING SHALL BE OF THE SAME SIZE AS THE POST OR COLUMN ABOVE, OR SHALL BE CONSTRUCTED OF MULTIPLE STUDS PROVIDING AN AREA SHEAR WALL SCHEDULE 1 (VERTICAL DIAPHRAGM) SHEARWALL WALL SHEATHING (PANEL) WALL STUD NAIL EDGE FIELD BLOCKING BLOCK ABUTTING TOP PLATE SOLE PLATE FOUNDATION FRAMING ALLOWABLE TYPE THICKNESS AND GRADE AND SPACING TYPE NAILING NAILING REQ'D SIZE PLYWOOD NAILING NAILING ANCHOR BOLTS ANCHOR LOADS GRADE PANEL EDGE SIZE AND SIZE AND SIZE AND TYPE AND MEMBER SIZE SPACING SPACING SPACING SPACING SEISMIC /WIND P1-6 7/16" APA RATED OR 15/32' PLYWOOD ONE FACE HEM -FIR @ 16" o.c. 8d COMMON 6" o.c. 12" o.c. YES 2x 2x 16d @ 5" 16d @ 5" 5/8" @ 48 o.c. A35 @ 24 o.c. 240 PLF/336 PL P1-4 7/16" APA RATED OR 15/32' PLYWOOD ONE FACE HEM -FIR @ 16" o.c. 8d COMMON 4" o.c. 12" o.c. YES 2x 2x 16d @ 3" 16d @ 3" 5/8" @ 32" o.c. A35 @ 12" o.c. 350 PLF/400 PLF P1-3z 7/16" APA RATED OR 15/32' HEM -FIR @ 16" o.c. 8d COMMON 3" o.c. 12" o.c. YES 3x 3x (2) ROWS (2) ROWS 5/8" @ A35 @ 450 PLF/630 PL PLYWOOD ONE FACE 16d @ 4" 16d @ 4" 24" o.c. 12" o.c. P1-2z�s 7/16" APA RATED OR 15/32' HEM -FIR @ 16" o.c. 8d COMMON 2" o.c. 12" o.c. YES 3x 3x (2) ROWS (2) ROWS 5/8" @ A35 @ 590 PLF/820 PL PLYWOOD ONE FACE 16d @ 3" 16d @ 3" 16" o.c. 8" o.c. P2.4z,s 7/16" APA RATED OR 15/32' HEM -FIR @ 16" o.c. 8d COMMON 4" o.c. 12" o.c. YES 3x 3x (2) ROWS (2) ROWS 5/8" @ A35 @ 700 PLF / 1050 PLF PLYWOOD TWO FACES 16d @ 3" 16d @ 3" 12" o.c. 6" o.c. P2-3z�s 7/16" APA RATED OR 15/32' HEM -FIR @ 16" o.c. 8d COMMON 3" o.c. 12" o.c. YES 3x 3x (2) ROWS (2) ROWS 5/8" @ A35 @ 900 PLF / 1260 PLF 16d @ 3" 16d @ 3" 12" o.c. 6" o.c. P2.2z,s 7/16" APA RATED OR 15/32' HEM -FIR @ 16" o.c. 8d COMMON 2" o.c. 12" o.c. YES 3x 3x (2) ROWS (2) ROWS 5/8" @ A35 (2) ROWS 1180 PLF / TWO FACES 16d @ 2 16d @ 2 8 o.c. 9" o.c. 1640 PLF . ALL SHEAR WALLS SHALL COMFORM TO IBC SECTION 23 REQ MNTS. APPLY NAILING TO ALL STUDS TOP AND BOTTOM PLATES AND BLOCKING. SHEATHING SHALL BE INSTALLED VERTICALLY WITH 4x10 SHEETS EXTENDING FROM THE SILL PLATE AT THE FOUNDATION TO THE LOWER OF THE DOUBLED TOP PLATES AT THE MAIN LEVEL AND FROM THE UPPER OF THE DOUBLED TOP PLATES AT THE LOWER WALL TO THE TOP OF THE DOUBLED TOP PLATES AT THE UPPER LEVEL. (THE ALLOWABLE LOADS ARE NOT ADJUSTED BY 1.4 �f�GTOR 1-0R WIND). 2. WHERE APA SHEATHING IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6' O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER, OR FRAMING SHALL BE 3x NOMINAL AND NAILS ON EACH SIDE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 350 PLF (NAIL SPACING 3' OR LESS, OR SHEAR WALLS WITH PLYWOOD APPLIED ON EACH SIDE OF STUD WALL) FOUNDATION SILL PLATES AND FRAMING FOR ABUTTING PANEL EDGES SHALL BE 3x NOMINAL WITH STAGGERED NAILING . 3. ABOVE ALLOWABLE SHEAR CAPACITIES APPLIES FOR 2x SPRUCE -PINE -FIR FRAMING SPACED NO MORE THAN 16' O.C. AND SHEATHING APPLIED DIRECTLY TO FRAMING MEMBERS. 4. 14 GAUGE STAPLES w/ 7/16' CROWN AND 2' NOMINAL LEG LENGTH OR 0.131 DIAM. P-NAILS w/ 2' NOMINAL LENGTH CAN BE SUBSTIMED FOR 8d COMMON NAILS WITH REDUCED SHEAR CAPACITIES TO USE STAPLES. VERIFY WITH ENGINEER. 5. ALL FASTENERS SHALL BE DRIVEN FLUSH WITH SURFACE OF SHEATHING. FOR FASTENER DIAMETER AND LENGTH, REFER TO FASTENER SCHEDULE BELOW. 6. PROVIDE A SINGLE JOIST OR MIN. 2x SOLID BLOCKING BELOW AND AT THE TOP OF ALL SHEARWALLS. FOR SHEARWALLS DESIGNATED P1-2, P2-4, P2-3, AND P2-2 SUCH JOISTS AND OR BLOCKING AT SHEARWALLS SHALL BE DOUBLED. WHERE JOISTS OR BLOCKING CONSIST OF DOUBLED SOLID SAWN MEMBERS, METAL FRAMING CLIPS SHALL BE INSTALLED AS FOLLOWS P1-2 A35 a 8' o.c. P2-4 A35 ®8' o.c. P2-2 A35 ®6' o.c. METAL HOEDOWNS' SYMBOL MODEL NUMBERz DBL STUD ALLOWABLE NAILINGs LOAD p_es�3 OHDU4-SDS2.5 wl SSTB-24 5/8" ANCHOR BOLT w/ 21"MIN. EMBED AND (20)16d 2100 (10) SDS 1l4"x2112" LONG SCREWS (SYMBOL 1) TO DBL STUDS HDU5-SDS2.5 wl SSTB-34 7/8" ANCHOR BOLT w/ 29"MIN. EMBED AND (14) SDS 1l4"x2112" LONG SCREWS (SYMBOL 2) TO DBL STUDS (24)16d 3700 OHDU8-SDS2.5 wl SSTB-34 7/8" ANCHOR BOLT w/ 29""MIN. EMBED AND (30)16d 4000 (20) SDS 1l4"x2112" LONG SCREWS (SYMBOL 3 )TO TRIPLE STUDS ® HDU11-SDS2.5 wl SB1-30 ANCHOR BOLT wl 24"MIN. EMBED AND (30) SDS 114"x2112" LONG SCREWS (SYMBOL 4 )TO TRIPLE STUDS (34)16d 5200 OSTHD14/STHD14RJ STRAP TIE DOWN (20)16d 3800 © SINGLE 1 114" COIL STRAP4 (CLEAR SPAN + 24") N.A. 1462 DOUBLE 1 114"COIL STRAP° (CLEAR SPAN + 24") (16)16d 2924 ® 3" x 16 GUAGE COIL STRAP° (CLEAR SPAN + 50") (18)16d 4343 O 3" x 16 GUAGE COIL STRAP" (CLEAR SPAN + 50") a (30)16d 5805 �� + + 1 1/4 COIL STRAP CLEAR SPAN 24 ( ) 1. SEE STRUCTURAL NOTES FOR SPECIFICATION OF METAL CONNECTORS. 2. ALL METAL HOEDOWNS SHALL BE INSTALLED PER MANUFACTURES INSTALLATION REQUIREMENTS. 3. ALLOWABLE LOADS INDICATES 133% WIND LOADING INCREASE, SEE MANUFACTURERS DATA FOR ADDITIONAL LOADING AND OR LIMITATIONS. LOADS REFLECT AN ADJUSTMENT FOR SPRUCE -PINE -FIR FRAMING MEMBERS PER MANUFACTURER'S REQUIREMENTS. 4. ALL 11/4' STRAPS SHALL BE CSI6 BY SIMPSON OR EQUAL, ALL 3' STRAPS SHALL BE CMSTCI6 BY SIMPSON OR EQUAL. 5. THE DOUBLE 2x STUDS (STUD GROUP BOUNDARY ELEMENT) ARE TO BE NAILED TOGETHER (IN TWO STAGGERED ROWS) WITH EVENLY SPACED NAILING. SEE PLANS FOR TYPICAL SHEAR WALL CONSTRUCTION DETAIL. METAL CONNECTORS +FASTENERS USED w/ PRESSURE TREATED LUMBER ALL METAL CONNECTORS AND FASTENERS IN DIRECT CONTACE WITH PRESSURE TREATED LUMBER SHALL BE HOT - DIP GALVANIZED IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS QROUP ONES CHROMATED COPPER ARSENATE (CCA) AND SODIUM BORATE (SBX) PRESSURE TREATED LUMBER MINIMUM COF�iOSION PROTECTION 1. ALL METAL CONNECTORS, HANGERS, STRAPS, ETC. SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WIfH ASTM A-123 STANDARDS WITH MINIMUM ZINC THICKNESS THAT MEET G-90 STANDARDS. 2. ALL FASTENERS INCLUDING NAILS, SCREW, ETC. SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A-153 STANDARDS. CIROUP �OALKALINE COPPER OUAT (ACO AND CAO-D AND COPPER AZOLE (CBA-A AND CA-B) PRESSURE TREATED LUMBER MINIMUM CORROSION PROTECTION 1. ALL METAL CONNECTORS, HANGERS, STRAPS, ETC. SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A-653 STANDARDS WITH MINIMUM ZINC THICKNESS THAT MEET G-185 STANDARDS. 2. ALL FASTENERS INCLUDING NAILS, SCREW, ETC. SHALL BE HOT -DIP GALVANQED IN ACCORDANCE WIfH ASTM A-153 STANDARDS. NOTEB: 1. SOME PRESERVATNE PRESSURE TREATED WOOD REQUIRE ADDITIONAL CORROSION PROTECTION FOR STEEL CONNECTORS. AND FASTENERS. ALWAYS CONSULT WIfH PRESSURE TREATED WOOD MANUFACTURER FOR SPECIAL CORROSION 2. STAINLESS STEEL FASTENERS ARE TO BE USED WITH STAINLESS STEEL CONNECTORS ONLY AND USE HOT -DIP GALVANIZED FASTENERS WITH HOT -DIP CONNECTORS ONLY. 3. FOR ALL OTHER PRESSURE TREATED WOOD NOT LISTED IN THE ABOVE GROUPS ONE OR TWO, CONSULT WITH PRESSURE TREATED WOOD MANUFACTURER FOR SPECIAL CORROSION PROTECTION REQUIREMENTS. DIAPFfiAQM BLOCKNVC� OPROVIDE SOLID BLOCKING •HOEDOWNS AND POINT LOADS ABOVE. USE SAME SIZE 1 AS POST OR MULTIPLE STUDS ABOVE FOR BLOCKING. WHEN MULTIPLE STUDS ARE USED, ORIENT GRAINS VERTICALLY. (FOR 6X6 POST ABOVE, USE 4X8 POST BLOCKING •RIM). ORUN POST TO BOTTOM OF FLOOR PLYWOOD DIAPHRAGM. PROVIDE POSITIVE CONNECTION (MTL. STRAP -MIN. (2) CS16-48. NAIL ONE ON THE OPPOSING FACE OF THE OTHER). OPROVIDE SOLID BLOCKING BETWEEN TOP OF BEAM AND BOTTOM OF PLYWOOD a FLOOR DIAPHRAGM. USE SAME SIZE AS POST OR MULTIPLE STUDS ABOVE FOR BLOCKING. WHEN MULTIPLE STUDS ARE USED, FLOOR NAILING (HORIZONTAL DIAPHRAGM) TYP. FLOOR SHEATHINGS 3/4' CDX T+G APA RATED PLYWOOD (48/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG 01. PROVIDE T+G EDGES AT LONG PANEL EDGES. NAILING SHALL BE 10d AT 6' O.C. AT PANEL EDGES AND 10' O.C. AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAGM SHEAR = 215X0.82-177 plf. FLOOR DIAPHRAGM 23/32" 2x FRAMING - H.F. (� 16" O.C. TYPE NAILS BOUNDARY SUPPORTED BLOCKED EDGE BLOCKING ALLOWABLE NAILING EDGES NAILING LOADz F1 10d 6" O.C. 6" O.C. 6" O.C. YES 290 PLF F2 10d 4" O.C. 4" O.C. 4" O.C. YES 390 PLF F3' 10d 2.5" O.C. 2.5" O.C. 2.5" O.C. YES 590 PLF 1. WHERE NAILS ARE SPACED 2.5' o.c. AND LESS, FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE 3x AND SHALL BE STAGGERED. 2. ABOVE ALLOWABLE SHEAR CAPACffIES HAVE BEEN ADJUSTED FOR 2x HEM -FIR FRAMING IN ACCORDANCE WITH TABLE 2306.3.1 I.B.C. ROOF NAILING (HORIZONTAL DIAPHRAGM) TYP. ROOF SHEATHING 7/16' OSB APA RATED SHEATHING (24/0) EXP.1 EXT. BOND A NERQA397 RP.#108. LAY UP W MINIMUM 1 8 CLEAR BETWEEN PANELS TO ALLOW FOR / / EXPANSION. NAILING SHALL BE 10d AT 6' O.C. AT PANEL EDGES AND 12' O.C. AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' O.C. AT ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAGM SHEAR =190 x 0.93 -176 PLF ROOF DIAPHRAGM 15132" 2x FRAMING - H.F. @ 24" O.C. TYPE NAILS BOUNDARY SUPPORTED BLOCKED EDGE BLOCKING ALLOWABLE NAILING EDGES NAILING LOADz R1 10d 6" O.C. 6" O.C. 6" O.C. YES 260 PLF R2 10d 4" O.C. 4" O.C. 4" O.C. YES 350 PLF R3' 10d 2.5" O.C. 2.5" O.C. 6" O.C. YES 530 PLF 1. WHERE NAILS ARE SPACED 2.5' o.c. AND LESS, FRAMING AND BLOCKING AT ADJOININ PANEL EDGES SHALL BE 3x AND SHALL BE STAGGERED. 2. ABOVE ALLOWABLE SHEAR CAPACITIES HAVE BEEN ADJUSTED FOR 2x HEM -FIR FRAMING IN ACCORDANCE WITH TABLE 2306.3.1 I.B.C. FASTENER SCHEDULE (FOR ALL VERTICAL +HORIZONTAL DIAPHRAMS ) NAIL TYPE DIAMETER IN INCHES LENGTH IN INCHES SPECIFICATIONS 8d .131 2112" COMMON NAIL ASTM A36 COATED SMOOTH 10d .148 3" COMMON NAIL ASTM A36 COATED SMOOTH 12d .148 3114" COMMON NAIL ASTM A36 COATED SMOOTH 16d .162 31/2" COMMON NAIL ASTM A36 COATED SMOOTH RESUB Aug 31 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � / I I / 2023 V J J a Z • W Z�a�oo~o M M LLI O N CO W Q�� o Q = I- .. Q N ^ o0 .-. 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N,41LS--PACE NAIL �4PPED AREA ®ooU�LE TOP PL,4TE SPLIc� lie" = I'-o" :�T�UCTU�,4L L�C��ND DENOTES LOCATION AND EXTENT oP SNE,4R W,4LLS DENOTES TYPE oP SI-IEAR IUALLS SEE Pi-6 SMEAR WALL scl-IEDULE ODENOTES �4oLDOWN LOCATION SEE �4oLD DOWN SCI-IEDULE LOCATE I-IOLDOWNS MIN. 9" PRo>�I PoUNDaTION VENTS S�'�C { �L {1�lSF'�CT { Oil ALL POSE DRILLED AND EPDXYED ANCHORS (DRILLED INTO EXISTING CONCRETE) SHALL SE SPEC I AL I NSPEGTED BY WABO GERTII=IED INSPECTION AGENCY. CONTACT MAYES TESTING ENGINEERS I NG AT (425) "142-4360 1 2 2.5 3 I I I I I I I I I I I I I I I I I I I I $ EXISTING HEADER 4x10 DF#I � FIELD VERIFY REPLACE AS �� , �, ; � '�, '�, I NEGE55ARY � REPORT TO +� i it i i t�iii�itta nt atinar� \ I m �- - � - - - N I �� J M �+ — I R' — — - — — 2 (� � 53.2 (1(D) SIMPSON A-35 CL AT CORNER of WALL EQUALLY Sj'AG#=D - - � - '�- - ALoNc� WALL NT. - - - � EXISTING HEADER 4x12 Dl=#I � FIELD VERIPI' REPLACE AS NEGE55ARY ff REPORT TO ENGINE)=R OP RECORD -- - - - -- N — — — — — m N `�' M BR'G W� 2 53. EXISTING H®R 4x12 DF#I I FIELD VERIFY REPLACE AS NEGE55ARY � REPORT TO � I ENGINEER 01= RECORD '�• I I I ll0) SIMPSON A-38 CLIP: AT �RNER o� WALL 2 ,�N EQUALLY SPACED 53.2 � N � ALoNc� WALL +�T. 3 i�a"xl4° �2.0� Pl-2 �� J I 4 sEE 3/s2.1 I I 53.2 I I I I 1 M A I N 2 2.5 waLL I I I 3 4 -I� �U�� \ry ��v �`'J� � 4 � � �� +� PLAN II = �I_�II 5 III III III III III v � GO � \I2 ��Gp,P EXISTING HE?�DER „�� ,�GG�O TO REMAIN ,� \12 - -.. -- 'E ��, 1 � I I $ $ I/2 "x� I/2" GLULAM o N I GLU`��kS GG66 G,4i= GOL -- �� __I I _ �p Ilm w � I � nm III III> � I ll- 53.2 SIM j N � Iry _� - - - - �y �- �I I ��U IIi� X Gov �� Q X� I I I i u, m yJv Y4 I I I ,, �v�� o I I I � m '' �� I I �' \I� Gp,P m � I I � � \ U III \I� � GG�� (24F-F4) GLB -- �-- $/ IL w � 53.2 � �+ � ,� c6s i r �I s� � x .�I I Y � oI m N LYL SzJ ';'-ro" crlSTcl6 STRAP 3.3 $'��, �+R. AT ToP AND �oTToM +c. o>= WINDOW EQ EA WAY c��' 9,�' RESUB Aug 31 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �/ II/ 2023 U J J Z • W z M M o�0 pip o�0 ''^^ vJ � � � Q N o0 w Q�� Q = � 0 N ^'� 0� wo � Z J �n N � � N � � o � w X � �� Z J Q O 0 Z_ Q W U Z W 0 N� Wm a Q� J W� = a U� Z� I U 0 a Revisions QCITY CORRECTIONS 8/28/2023 Drawn Checked Date �■Y �4 Sheet • Scale Job TOP GHORD �0 � � 12 r w TOP GHORD TOP GHORD WALL SEARING WALL 15'-O 7/8" I I'-O" TRUSS i��ROFIL� '�4' scaLE, i� ��_�� ROOF LOADS: I . TOP GORD LIVE LOAD = 25 PSF 2. BOTTOM GORD L 11/E LOAD = I O PSF 3. TOP GORD DEAD LOAD = 7 PSF 4. BOTTOM GORD DEAD LOAD = 5 PSF 5. WIND UPLIFT (TOP GORD) = 15 PSF ROOD DEGK LOAD: L I V'E 60 PSF DEAD- 2� PSF TOTAL- 8S PSE �OOE LOAD LICE - 2� PSF DEAD - I � PSF TOTAL - 40 PSF 00� � GLG� ��M f1�lG NOT�� I. CONTRACTOR SDALL VERIFY ALL NOTES, DIMENSIONS a CONDITIONS PRIOR To coNSTRUcTIoN. 2. BEARING WALLS ARE SI-4AD�D. 3. PROVIDE Y�NTI=D >3LocKINc� oY�R SUPPoRTs- �. ALL READERS SDALL BE 4x10 "2 DOUG./PIR. UNLESS oTDERWISE INDICATED PER PLAN. 5. CONTRACTOR To VERIFY LOCATION oP ALL Roof SUPPORT BRACING OR POSTING AND PROVIDE ADEQUATE BEARING To FOUNDATION. 6. � DENOTES CONCENTRATED LOADS SUPPORTED BY l2) STUDS, U.N.o_ �. ALL 1"IETAL DANGERS SDALL BE "SIMPSoN STRONG -TIE° U-SERIES JOIST DANGERS OR APPROVED EQUAL. 8. ALL FALSE VALLEYS SDALL BE FRAMED W/ A PLAT 2x1(d LAID DIRECTLY oN RAFTERS BELOW, oR W/ A PLAT 1x10 LAID ON 3/�" SOLID SDEATD'G. 9. ALL CEILING JOISTS SDALL BE 2x8 *2 DEM/FIR FRAMED � 24�" o.c. UNLESS oTDERWISE INDICATED PER PLAN. SEE PLAN JOIST DIRECTION. 10. WDERE CEILING JOISTS ARE PERPENDICULAR TO RAFTER FRAMING, PROVIDE METAL STROP TIES � 48" O.C. AcRoss TDE FIRST TDREE ADJACENT JOIST SPACES AND SOLID PULL DEPTD BLK'G � EA. TIE. 11. INSTALL SDEAR WALLS e/oR BLOCKING IN Roof STRUCTURE BEFORE INSTALLING FINISD RooFING. �00� ��--��T�--IINC� ENTIRE Roof TO BE 3/�" CDX PLYWOOD NAILED WITD lfdd NAILS PER R-I Roof NAILING PER Roof NAILING SCDEDULE oN SDEET 51.1 WALL TRUSS PROFILE 'B' C� - DOWNSPOUT 21.E_11LTCZEXI ROOF DRAY �- - SIM GR EXTEND ROOF Bl' 12" FROM EXISTIN ROOF DOWNSPOUT TIE INTO EXI ROOF DRA I r SEARING WALL 40'-a 3/4" �� ? (1�) � i2.5) (3� {200� �{2AM ING j�LAN NG WALL I �'-4" Ti�USS Pi�O�ILE �C' SEARING WALL x11-I �/ \\ ��I � � / I � \ X !j I NI i � � ln�.i �i �� NI �� / 5-I/2"xl6 I/2" (24F-F4) GLB _ _ _ _ \ � \ \ y I I 'PERGOLA X' MOTORIZED I PATIO GOYER BY STRUXURE PNW OR EQUAL 4 �5 LLL VLI� L/ I I LI�VVL� MANUFACTURER AS REQUIRED 2x10 DF#I RAFTERS �12" O.G. 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« � Nb`�d ��d lslor �oon� tt s ,nlvN �NI71b`N ,��aaNno� �oz�l�o.�t �o�� n��'m ��d�tts �o� "ttos ', wa�tt��la "zl�ott �� ,�Ib'N �lb'�d ��os � •lsr �o •lob a �lol O1NI oo „� +� I�PJI �� •nga aNno�a d'v'�m N�� Nb'7� �� Nb'�� d db�ls �b'l�w lslor �007� W�rt��dla amhn� �Nlttlb`�tts n�am Nb`�d ��d �,�Ib'N a��l� w*��tt�ala amh�� b�m of ��r�nolaN�d��d slslor �oo�� N w _ �� N �Nltilb'9tiS �nvm Nb'�d ��d �NI Wb'�� ants s�lb'�� lol � mo�� rm��tts �� a31��b` �I�o �NIW'v'�� Nb`7� �� lslor �oo�� ,�Ib'N a��l� Nb`�d ��d �,�Ib`N �*�a� '�7>I�`� 7s7 �� Z/I � �O 7S� „tr/� l ��a �i �I b`N ��a� a�loo�� / / � �7i�lb`N ��a� � i7i�lb`N ��a� W�'v'�tt�b`la amJ.�� W�b'�1id71a am.l�d Nb'7� ��d �,�Ib`N 9�a� �lb`�� os �lb'�� os W�H�b'la am�.n� N�� ,71b`N �lb`�� os �7,�Ib'N �lb'�� os �NIW'v'�� arils �,�Ib`N �lb`7� ��os �7Nltilb'�tiS �nvm �,�Ib'N a��l� Nb'7� ��d �7Nlttl'd�ttS �7'dm �lb`�d �7os *�Nlw�� ants Nb`�d ��d �NIW'v'�� ants „m-,I = „z/I I ��m of �Ib`7nolaN��l�J9d slslor �loo�� rno��d rt��rn��i�s �1>v� � J•�l�'��1��'� f � �7Nltilb'�tis �n�rm ��na�rtos �n�rm ��r�rts -autos �7�m�a�rts ��d �Nl�lb`N �lan� dol ��! 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col mo�� 7��m �a�tts �o� mo�� n�am �a�tts �c �o�a ms ��na�ttos �� ,7Ib`N ��a� s�lb`�� lol ��na�ttos �� ,7Ib`N ��c �� I�rdw �alno�� dl�o I�'�w �alno�� a�sn SI W'd�� I �7NI�Ib'N �o �sb'� �o� l�s��o a�sn SI Wb`�� I Nl�lb'N �o �sb'� �o� l�s��o mo��g n�am �a�tts l�s��o �� hb�W �1�� "Nb`7� No mo��9 ��dm ��d�tts 1 s��o �� hb�w �I�`� "Nb'7� No �o� -autos ��d �slm��ttlo a�loN ss��Nn �o� -autos ��d �slm��ttlo a�loN ss3�Nn �7NI�Ib'N �lb'7� dol o/o „8� +� "�f7� Irl �NI71b'N �lb'�� col o/o „Str � "�f�� Irrl Nb'�� I� \----� i i � -- i i sNb'7� *oNIWb`�� Nb'�� zl��I I��---- i i i � -- i i C I i i� i i No �slm��ttlo I� i i i� i i lslor zloon� I �� , � � � � a�loN ss�nNn •�lhl lslor �oon� , �� , � � , i i i �� i 7�am �b`�tts � lslor i i i i �� 7,�Ib`N .l�b`aNno� I v i i �X i „I„ s�I��S mll "n�a �,�Ib`N .l�b`aNno� � �i � i `X i Nb'�� W'd�tt�71a "ZI�Ott i i �� i i Nb`�� 9d � Wb'�tt�b`la "ZI�Ott i i �� i i i � i 1SIOr �00�� ; �� lslor �007� � � � � ; `� � I, ` i i i \ i 1NIor ® � i � i i i \ i 1NIor e �7,�Ib`N 3�a� � � � � �7NI71b'N h�aaNno� �7,�Ib'N a��l� W'v'�tt�71a �b`1NOZI�Ott �7i�lb'N a7�1� �O�b` 7�b`m �b`�ttS �O� SNb`�d �NIWb`�� 7NI�17N J.�b'aNno� �lb'�� os 3�na�ttos �3� �7,�Ib'N ��a� No 3slm��ttlo a�loN w'�rt�ala 7b�lNozl�ott Nang �� *�,�Ib`N �lb`�d Enos ss��Nn "��.1 �nvm �Nlw�� ants 1NIor �NINl��tts �n�m �b'�rts � lslor „I,. 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