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BLD2020-0614+Architectural_Plan+6.15.2020_11.01.56_AMSIECKE- TROWBRIDGE REMODEL 16740 76th Ave W Edmonds, WA 98026 06/15/2020 PERMIT SET SHEET INDEX - PERMIT SET Sheet Filter Sheet No. SHEET NAMES GENERAL A0.00 GENERAL INFORMATION A0.01 2015 IRC CODE INFORMATION ARCHITECTURAL A2.00 LOWER LEVEL DEMO & FLOOR PLAN A2.10 MAIN LEVEL DEMO & FLOOR PLAN A2.20 UPPER LEVEL DEMO & FLOOR PLAN A3.00 EXTERIOR ELEVATIONS & SCHEDULES A3.10 BUILDING SECTIONS & ELEVATIONS STRUCTURAL S1.0 GENERAL NOTES S2.0 FRAMING PLAN S3.0 STRUCTURAL DETAILS RECEIVED Jun 16 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT City Of Edmonds Building Department Work___________________________________________________________________ Address________________________________________________________________ Owner__________________________________________________________________ Approved Date___________________________________________________________ Building Official___________________________________________________________ Permit Number _______________________________________________________________________ BLD2020-0614 REMODEL 167400 76TH AVE W SIECKE-TROWBRIDGE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN APPROVED PLANS MUST BE ON JOB SITE 7/02/2020Donovan W. K Akau XX GARAGE G101 REFERENCE CONSTRUCTION MEMO ISSUING REVISION. ONLY MOST RECENT REVISION SHOWN CLOUDED. REFERENCE FOR PREVIOUS REVISIONS REMAIN. DATE OF REVISIONS INDICATED AT RIGHT MARGINS. ELEV. 0.00 A100.11. GRID LINE REFERENCE ABBREVIATIONS 320 SF N A3.00 1 3 1 AX.XX4 2 2 1 4 A4.00 @ AT CENTERLINE PROPERTY LINE DIAMETER # POUND OR NUMBER (E) EXISTING (N) NEW AB ANCHOR BOLT ABV ABOVE ACC ACCESS ACOUS ACOUSTICAL ACP ASPHALT CONCRETE PAVING ACS ACCESS PANEL ACT ACOUSTICAL TILE AD AREA DRAIN ADA AMERICANS with DISABILITIES ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AGGR AGGREGATE AIB AIR INFILTRATION BARRIER ALT ALTERNATE ALUM ALUMINUM APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT AUTO AUTOMATIC BD BOARD BITUM BITUMINOUS BLDG BUILDING BLKG BLOCKING BM BEAM BO BOTTOM OF... BOT BOTTOM BRG BEARING BSMT BASEMENT BUR BUILT UP ROOFING CAB CABINET CB CATCH BASIN CEM CEMENT CER CERAMIC CIP CAST-IN-PLACE CJ CONTROL JOINT CLG CEILING CLK CAULKING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CNTR COUNTER COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CORR CORRIDOR CPT CARPET; CARPETED CRS COLD ROLLED STEEL CSK COUNTERSUNK CT CERAMIC TILE CTR CENTER CU FT CUBIC FEET DBL DOUBLE DEMO DEMOLITION DET DETAIL DIA DIAMETER DIM DIMENSION DL DEAD LOAD DN DOWN DR DOOR DR OPNG DOOR OPENING DS DOWNSPOUT DSP DRY STANDPIPE DT DRAIN TILE DW DISHWASHER DWG DRAWING E EAST EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR ENCL ENCLOSURE EQ EQUAL EQUIP EQUIPMENT EST ESTIMATE EW EACH WAY EXH FN EXHAUST FAN EXIST EXISTING EXP EXPANDED; EXPANSION EXP BT EXPANSION BOLT EXPO EXPOSED EXT EXTERIOR FA FIRE ALARM FB FLAT BAR FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF EL FINISH FLOOR ELEVATION FH FIRE HYDRANT FHC FIRE HOSE CABINET FIN FLR FINISH FLOOR FF FINISH TO FINISH FIN FINISH FLASH FLASHING FLR FLOOR; FLOORING FLUOR FLUORESCENT FOC FACE OF CONCRETE FOF FACE OF FINISH FOIC FURNISHED BY OWNER - INSTALLED BY CONTRACTOR FOM FACE OF MASONRY FOS FACE OF STUDS FP FIREPROOF FPL FIREPLACE FR FRAME FT FOOR OR FEET FTG FOOTING FURR FURRING FUT FUTURE FW FULL WIDTH GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GL GLASS GLAM GLUE-LAMINATED GR GRADE GWB GYPSUM WALL BOARD GYP GYPSUM HB HOSE BIBB HC HOLLOW CORE HDO HIGH DENSITY OVERLAY HDR HEADER HDWD HARDWOOD HDW HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HP HIGH POINT HR HOUR HT HEIGHT HVAC HEATING/VENTILATING/AIR CONDITIONING HW HOT WATER HWT HOT WATER TANK ID INSIDE DIAMETER IN INCH INCL INCLUDED INSUL INSULATION INT INTERIOR INV INVERT JB JUNCTION BOX JF JOINT FILLER JT JOINT KIT KITCHEN KO KNOCKOUT LAM LAMINATE, LAMINATED LAV LAVATORY LBS POUNDS LF LINEAR FOOT (FEET) LH LEFT HAND LL LIVE LOAD LOC LOCATION LP LOW POINT LT LIGHT MAS MASONRY MATL MATERIAL MAX MAXIMUM MB MACHINE BOLT MC MEDICINE CABINET MDF MEDIUM DENSITY FIBERBOARD MDO MEDIUM DENSITY OVERLAY MECH MECHANICAL MEMB MEMBRANE MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNTED MTL METAL MUL MULLION N NORTH N/A NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NR NOISE REDUCTION NTS NOT TO SCALE OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OVERFLOW DRAIN OFF OFFICE OH OVERHEAD OHWM ORDINARY HIGH WATER MARK OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD PBD PARTICLE BOARD PCC PRECAST CONCRETE PCF POUNDS PER CUBIC FOOT PERF PERFORATED PERP PERPENDICULAR PL PLATE PLAM PLASTIC LAMINATE PLAS PLASTER PLWD PLYWOOD PNL PANEL PNT POINT PR PAIR PRCST PRECAST PSF POUNDS PER CUBIC FOOT PSI POUNDS PER SQUARE INCH PT PRESERVATIVE TREATED PTN PARTITION PVC POLYVINYL CHLORIDE R RISER RA RETURN AIR RAD RADIUS RD ROOF DRAIN REF REFERENCE REFR REFRIGERATOR REG REGISTER REINF REINFORCED REM REMAINDER REQ REQUIRED RESIL RESILIENT REV REVISION; REVISIONS; REVISED RH RIGHT HAND RM ROOM RO ROUGH OPENING RWL RAIN WATER LEADER S SOUTH SAF SELF-ADHERED FLASHING SAM SELF-ADHERED MEMBRANE SC SOLID CORE SCHED SCHEDULE SD SMOKE DETECTOR SECT SECTION SG SAFETY GLASS SHV SHELF; SHELVING SHR SHOWER SHT SHEET SHT MTL SHEET METAL SHTG SHEATHING SIM SIMILAR SOG SLAB ON GRADE SPEC SPECIFICATION SQ FT SQUARE FOOT (FEET) SQ IN SQUARE INCH(ES) SST STAINLESS STEEL STD STANDARD STL STEEL ST STONE STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL T TREAD T&G TONGUE AND GROOVE TEL TELEPHONE TER TERRAZZO TG TEMPERED GLASS THK THICK TO TOP OF... TOB TOP OF BEAM TOC TOP OF CONCRETE; CURB TOF TOP OF FLOOR; FOOTING; FRAME TOM TOP OF MASONRY TOP TOP OF PARAPET; PAVEMENT TOPO TOPOGRAPHY TOS TOP OF SLAB; STEEL TOW TOP OF WALL TS TUBE STEEL TSTAT THERMOSTAT TYP TYPICAL UNO UNLESS OTHERWISE NOTED VB VINYL BASE VEN VENEER VERT VERTICAL VEST VESTIBULE VG VERTICAL GRAIN VIF VERIFY IN FIELD VT VINYLT TILE W WEST W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD WDW WINDOW WF WIDE FLANGE WF BM WIDE FLANGE BEAM WG WIRED GLASS WH WATER HEATER WL WATER LINE WLD WELDED WP WATERPROOF WPM WATERPROOF MEMBRANE WR WATER RESISTANT WSCT WAINSCOT WSG WIRE SAFETY GLASS WTR WATER WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH WT WEIGHT A 2. ROOM REFERENCE ROOM NAME ROOM NUMBER 3. DOOR REFERENCE REFERENCE DOOR SCHEDULE 4. WINDOW / SKYLIGHT REFERENCE 5. ELEVATION / DATUM REFERENCE TO 6. EXTERIOR ELEVATION 7. BUILDING SECTION 4 A4.108. WALL SECTION DRAWING NUMBER SHEET NUMBER DRAWING NUMBER SHEET NUMBER DRAWING NUMBER SHEET NUMBER 9. INTERIOR ELEVATION 10. DETAIL REFERENCE XX AX.XX DRAWING NUMBER SHEET NUMBER 11. ASSEMBLY REFERENCE 12. NORTH SYMBOL 13. REVISION REFERENCE SYMBOLS LEGEND MATERIALS LEGEND ZONING / BUILDING CODE SUMMARY PROJECT ADDRESS: 16740 76th Ave W Edmonds, WA 98026 ASSESSOR'S PARCEL NUMBER: 00693100001200 LEGAL DESCRIPTION: BROOKACRES ESTATES, REPLAT OF BLK 000 D-00 LOT 12 APPLICABLE CODES: 2015 INTERNATIONAL RESIDENTIAL CODE 2015 MECHANICAL CODE 2015 INTERNATIONAL FIRE CODE 2015 UNIFORM PLUMBING CODE 2014 NATIONAL ELECTRICAL CODE AUTHORITY HAVING JURISDICTION: City of Edmonds PHYSICAL ADDRESS: Development Services Department 121 5th Ave N Edmonds, WA 98020 BUILDING: 425-771-0220 LAND USE: 425-771-0220 ELECTRONIC MAIL: OnlinePermits@edmondswa.gov LOT SIZE: 0.13 ACRES LAND USE DESIGNATION: Residential - RS-12 DENSITY: 3.7 MAXIMUM SITE COVERAGE: 35% PROJECT DESCRIPTION: INTERIOR REMODEL OF KITCHEN AND LIVING ROOM TO INCLUDE STRUCTURAL MODIFICATION OF WALL AND ADDITIONAL SUPPORT AT LOWER LEVEL. EXTERIOR ALTERATIONS INCLUDE REPLACEMENT OF ENTRY DOOR AND ADJACENT CLERESTORY AND SIDELITES AND THE REPLACEMENT OF SIX EXISTING WINDOWS. EXTERIOR ALTERATIONS ALSO INCLUDE THE MODIFICATION OF EXTERIOR ENVELOPE ADJACENT TO OPENINGS TO ACCOMODATE NEW WINDOW SIZES. HEIGHT: ALLOWED: 25' PROPOSED: N/A YARD SETBACKS: SIDE: 10' REAR: 25' STREET: 25' ENERGY CODE COMPLIANCE: 2015 WASHINGTON STATE ENERGY CODE - REMODEL VERTICAL GLAZING: MAX. U VALUE = 0.30 DOOR U-FACTOR: MAX. U VALUE = 0.30 CEILING: R-49 WALLS ABOVE GRADE: 2x4 stud walls: R-15 2x6 stud walls: R-21 FLOOR CAVITIES: R-30 VICINITY MAP NOT TO SCALE LOCATION MAP NOT TO SCALE GENERAL NOTES 1. CODES: ALL WORK SHALL CONFORM APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICTION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. USE CALCULATED DIMENSIONS ONLY. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO INITIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT. PROVIDE ALL BUCK-OUT, BLOCKING, BACKING, AND JACKS REQUIRED FOR INSTALLATIONS. 5. DIMENSIONS ARE TO EXTERIOR FACE OF CONCRETE / WOOD FRAMING UNLESS OTHERWISE NOTED. 6. EXTERIOR WALL FRAMING 2x6 WOOD STUDS UNLESS OTHERWISE NOTED. 7. INTERIOR WALL FRAMING 2x4 WOOD STUDS UNLESS OTHERWISE NOTED. PROJECT DIRECTORY SITE ADDRESS: 16740 76th Ave W Edmonds, WA 98026 OWNER: Neil Siecke & Janet Trowbridge 16740 76th Ave W Edmonds, WA 98026 ARCHITECT: ESTATE HOMES 16300 Mill Creek Blvd #121 Mill Creek, WA 98012 T: 425.743.3373 PRINCIPAL ARCHITECT: CJ Christensen cj@estatehomes.net CONTACT: Jamie Blackard jamieb@estatehomes.net STRUCTURAL ENGINEER: Nickerson Engineering 2221 Everett Ave. #202 Everett, WA 98201 T: 425.610.4425 CONTACT: Chris Nickerson chris@nickersonengineering.com CONTRACTOR ESTATE HOMES 16300 Mill Creek Blvd #121 Mill Creek, WA 98012 T: 425.743.3373 CONTACT: C.J. Christensen cj@estatehomes.net CL PL O/ 1 DRAWING NUMBER SHEET NUMBER WOOD BLOCKING SHIM FINISHED WOOD BATT INSULATION GRAVEL STEEL CMU WOOD FRAMING (CONTINUOUS) PLYWOOD RIGID INSULATION EARTH ALUMINUM STONE BRICK CONCRETE MINERAL INSULATION FOAMED IN PLACE INSULATION project:principal architect project manager drawn by checked by job no. date date revisions: b y no. 06/15/2020 GENERAL INFORMATION A0.00SIECKE-TROWBRIDGEREMODEL16740 76th Ave WEdmonds, WA 98026CJC LD JGB SIECKE 06/15/2020 PERMIT SET RECEIVED Jun 16 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN SITE WORKGENERALUNLESS A SOILS INVESTIGATION REPORT BY A LICENSED SOILS ENGINEER IS PROVIDED, THE FOUNDATION DESIGN IS BASED UPON AN ASSUMED AVERAGE SOIL BEARING CAPACITY OF 1,500 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'-6" MINIMUM BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. ALL BACK FILL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS.GENERALPLANS COMPLY TO THE 2015 INTERNATIONAL RESIDENTIAL CODE.CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS.CODES:ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED1. 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) 2. 2015 INTERNATIONAL BUILDING CODE (IBC)3. 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 4. 2015 INTERNATIONAL MECHANICAL CODE (IMC)5. 2015 INTERNATIONAL FUEL GAS CODE (IFGC)6. 2015 UNIFORM PLUMBING CODE (UPC) 7. 2015 INTERNATIONAL FIRE CODE (IFC) 8. 2015 WASHINGTON STATE ENERGY CODE (WSEC). BUILDINGCONSTRUCTION TYPE: V-B OCCUPANCY GROUP: R-3LOCAL JURISDICTION REQUIRES DWELLING UNIT FIRE SPRINKLER SYSTEM PER 1RC APPENDIX RYESNOGROUND SNOW LOADWIND DESIGNSPEED(MPH)TOPO-GRAPHIC EFFECTSSEISMIC DESIGN CATEGORYSUBJECT TO DAMAGE FROMWEATHERINGFROST LINE DEPTHTERMITEGENERALMINIMUMCLASS AND USE F'C SLUMP SACKS / C.Y.A.FOOTINGS 2500 3-4 5-1/2B.SLABS ON GRADE 2500 3-4 5-1/21. AIR ENTRAINING AGENT (5% TO 7%) TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER.2. POZZOLITH 300 SERIES (4 oz. PER 100# OF CEMENT) TO BE USED IN ALL CONCRETE.3. MIX MAY BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE 2012 IBC/IRC.4. WATER TO CEMENT RATIO PER THE 2012 IBC/IRC.REINFORCING STEELASTM A615 GRADE 40, REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED APPROVED DETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN ACI REPORT 315.CONCRETE COVER OF REINFORCING STEEL3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.1-1/2" CONCRETE EXPOSED TO EARTH OR WEATHER.1-1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER.3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER.CONCRETEGENERALALL FRAMING SHALL COMPLY WITH THE APPROPRIATE SECTION(S) OF THE 2012 IBC/IRC. PRESSURE TREATED WOOD REQUIRED IN LOCATIONS LISTED IN IRC R317.12" MINIMUM VERTICAL CLEARANCE BETWEEN WOOD & CONCRETE STEPS, PORCH SLABS, PATIO SLABS & OTHER SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER.6" MINIMUM CLEARANCE BETWEEN WOOD SIDING, SHEATHING AND WALL FRAMING ON EXTERIOR OF THE BUILDING AND EARTH.8" MINIMUM CLEARANCE BETWEEN UNTREATED MUDSILLS AND EARTH.12" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH.18" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH.LOADINGROOF 15 PSF DEAD LOAD + 20 PSF LIVE LOAD = 35 PSFFLOOR 10 PSF DEAD LOAD + 40 PSF LIVE LOAD = 50 PSFCEILING 5 PSF DEAD LOAD + 10 PSF LIVE LOAD = 15 PSFDECK 5 PSF DEAD LOAD + 40 PSF LIVE LOAD = 45 PSF INTERIOR PARTITION = 7 PSF EXTERIOR PARTITION = 10 PSF WOOD BEARING ON OR INSTALLED WITHIN 1/2" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2x THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. ANCHOR BOLTS TO BE PER SHEAR WALL SCHEDULE AND FOUNDATION PLAN. 7" MINIMUM EMBEDMENT. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY.PROVIDE FIREBLOCKING IN CONCEALED SPACES OF STUD WALLS & PARTITIONS, INCLUDING FURRED SPACES & PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS:1. VERTICALLY AT THE CEILING & FLOOR LEVELS.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET.PROVIDE FIREBLOCKING AT OTHER LOCATIONS PER 2015 IRC R302.11.PLYWOODALL PLYWOOD WALL AND ROOF SHEATHING SHALL BE 1/2" CDX, UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE 8d @ 6" O.C. AT PANEL EDGES AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHING SHALL BE 3/4" CDX TONGUE & GROOVE UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE 10d @ 6" O.C. @ PANEL EDGES AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 40/20. STAGGER ALL PANEL EDGES AT ROOF AND FLOOR SHEATHING. ORIENTED STRAND BOARD (O.S.B.) SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED.GLUE LAMINATED TIMERSALL GLUE LAMINATED TIMBERS SHALL BE MANUFACTURED AND IDENTIFIED AS REQUIRED IN AITC A190 and ASTM D 3737. ALL GLUE LAMINATED TIMBERS SHALL BE DOUG-FIR LARCH, FABRICATED TO THE REQUIREMENTS OF THE US PRODUCT STANDARD PS 56. LUMBER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORKING STRESS VALUES OF; 2,400 PSI IN BENDING, 1,100 PSI IN TENSION, 1,600 PSI IN COMPRESSION PARALLEL TO GRAIN, 560 PSI IN COMPRESSION PERPENDICULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATION 24F-V4). GLUE LAMINATED TIMBERS TO BE AITC CERTIFIED. USE WATERPROOF GLUE.CARPENTRYMANUFACTURED TRUSSESALL TRUSSES SHALL BE DESIGNED BY REGISTERED WA STATE ENGINEER AND FABRICATED FROM ONLY THESE DESIGNS. TRUSSES SHALL BE STAMPED BY THE ENGINEER OR BY A QUALITY CONTROL AGENCY SUCH AS THE STATE TRUSS FABRICATORS COUNCIL. ALL TRUSS DESIGNS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. ALL NON BEARING WALLS OR PARTITIONS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL OR PARTITION. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSSES. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE STRUCTURE. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES.INSULATION & MOISTURE PROTECTIONGENERALUNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODES. INSULATION BAFFLES TO MAINTAIN 1" CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION & 12" ABOVE LOOSE FILL INSULATION. INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS. PROVIDE FACE STAPLED BATTS OR FRICTION FIT FACED BATTS. PROVIDE 4 MIL (0.004") POLYETHYLENE VAPOR BARRIER AT WALLS OR USE PVA PAINT WITH A DRY CUP PERM RATING OF ONE (MAX.). PROVIDE R-10 INSULATION UNDER ELECTRIC WATER HEATERS.INFILTRATION CONTROL1. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, AND ROOF, AND ALL OTHERS SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER-STRIPPED TO LIMIT AIR INFILTRATION.2. ALL EXTERIOR DOORS, OTHER THAN FIRE-RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE-RATED" AND MUST MEET THE ABOVE REQUIREMENT.3. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 283.73. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER-STRIPPED, CAULKED AND MORE TIGHTLY FITTING.4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.C.PIPING FOR HOT WATER / STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT WATER SERVICE IS REQUIRED TO BE INSULATED PER THE W.S.E.C. SERVICE WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R-3.VAPOR BARRIERS / GROUND COVERSAN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8" O.C. AND GAPS BETWEEN THE FACING AND THE FRAMING SHALL NOT EXCEED 1/16" A GROUND COVER OF 6 MIL (0.006") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE IS INSTALLED ON THE WARM SIDE OF THE INSULATION.DOORS, WINDOWS AND SKYLIGHTSGENERALTHE REQUIRED EGRESS DOOR MAY HAVE A MAXIMUM 7 3/4" STEP FROM TOP OF THE THRESHOLD TO A MINIMUM 36" DEEP LANDING. OTHER EXTERIOR DOORS MAY HAVE A MAXIMUM (2) 7 3/4" STEPS TO A MIN.. 36" DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE W.S.E.C. TABLE 6-1 UNLESS NOTED OTHERWISE. ALL SKYLIGHTS AND SKYWALLS SHALL HAVE LAMINATED GLASS UNLESS NOTED OTHERWISE. ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. MINIMUM NET CLEAR OPERABLE WIDTH OF 20" AND A MINIMUM NET CLEAR OPENING HEIGHT OF 24", MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR. OPERABLE WINDOWS WITH A SILL OF MORE THAN 72" ABOVE FINISHED GRADE AND WITHOUT AN ADJACENT ROOF WITH MAX 4:12 SLOPE, TO BE A MINIMUM OF 24" ABOVE ADJACENT FINISHED FLOOR.SAFETY GLAZING LOCATIONS PER 2015 IRC SECTION R308.41. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BI-FOLD DOORS.2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE.3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS:3.1. THE EXPOSED AREA OF AN INDIVIDUAL PANEL IS LARGER THAN 9 SQUARE FEET AND:3.2. THE EXPOSED BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE FLOOR AND:3.3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR AND:3.4. ONE OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING.4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL INFILL PANELS.5. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.6. GLAZING IN WALLS AND FENCES ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A WALKING SURFACE AND WITHIN 60" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING.7. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.8. GLAZING ADJACENT TO THE STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD.FOR EXCEPTIONS SEE IRC SECTION R308.4FIREPLACESALL MASONRY FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE PORTIONS OF THE 2015 IBC/IRC CODE. FLUE LINER MINIMUM, 5/8" FIRE CLAY (OR EQ.) PER IRC. FLUE AREA PER IRC. CHIMNEYS SHALL SUPPORT ONLY THEIR OWN WEIGHT UNLESS SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL, AND AN OUTSIDE SOURCE OF COMBUSTION AIR. MINIMUM DUCT SIZE OF 6" SQ. INCHES IN AREA PROVIDED WITH READILY ACCESSIBLE DAMPER LOCATED IN FRONT PART OF FIREBOX. PRE-FABRICATED FIREPLACES, CHIMNEYS, AND RELATED COMPONENTS TO BEAR U.L. OR I.C.B.O. SEAL OR APPROVAL AND TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. HEARTHS SHALL EXTEND 20" (MIN.) IN FRONT OF AND 12" (MIN.) BEYOND EACH SIDE OF FIREPLACE OPENINGS WHEN REQ'D. FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING GLASS OR METAL DOORS.MECHANICALGENERALSOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM BEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 24 OF THE 2012 INTERNATIONAL RESIDENTIAL CODE.HEATINGEACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 68 DEGREES FAHRENHEIT AT A HEIGHT OF 3'-0" ABOVE THE FLOOR AND TWO FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN THE W.S.E.C. DEFINITION OF BUILDING THERMAL ENVELOPE FROM THE WASHINGTON STATE ENERGY CODE: THE BELOW-GRADE WALLS, ABOVE-GRADE WALLS, FLOOR, ROOF, AND ANY OTHER BUILDING ELEMENTS THAT ENCLOSE CONDITIONED SPACE OR PROVIDES A BOUNDARY BETWEEN CONDITIONED SPACE AND EXEMPT OR UNCONDITIONED SPACE. 1. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF CHAPTER 24 OF THE 2015 IRC. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF CHAPTER 24 OF THE 2015 IRC. 3. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF CHAPTER 16 OF THE 2015 IRC. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER CHAPTER MI402 OF THE 2015 IRC. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AND ELECTRIC HEATING FURNACES. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 3" ALONG THE SIDES, BACK AND TOP. LIQUEFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. HEATING AND COOLING APPLIANCES LOCATED IN A GARAGE AND WHICH GENERATE A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP B, DIVISION 3 OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION 1 OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019" (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY WITH M1402 OF THE 2015 IRC. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH CHAPTER 18 OF THE 2015 IRC. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS PER CHAPTER 10 OF THE 2015 IRC. A TYPE B OR BW GAS VENT SHALL TERMINATE PER CHAPTER 24 OF THE 2015 IRC. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER SECTION M1803 OF THE 2015 IRC.HEATING EQUIPMENTALL HEATING EQUIPMENT SHALL COMPLY WITH SECTION M1401 OF THE 2015 IRC. FOR GAS AND OIL FIRED EQUIPMENT, OUTPUT MAY HAVE CAPACITY OF 150%-250% OF HEATING DESIGN LOAD PROVIDED THAT IT HAS AN AFUE OF 90% OR GREATERDUCTWORK1. DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL AS SET FORTH BY TABLE 1601.1.1 (1) & 1601.1.1 (2) 2. RECTANGULAR, FLAT, OVAL AND ROUND DUCT JOINTS AND SEAMS SHALL BE AIRTIGHT PER SECTION M1601.3.1 OF 3. INSTALLATION OF DUCTS SHALL COMPLY WITH SECTION M1601.3 OF THE 2015 IRC. 4. DUCT INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH SECTION M1601.2.1 OF THE 2015 IRC.WHOLE HOUSE VENTILATIONSPECIFICATIONS FROM THE 2012 IRC SECTIONS M1507SOURCE SPECIFIC VENTILATION REQUIREMENTS. 1. MINIMUM EXHAUST FAN REQUIREMENTS: A.BATHROOMS, LAUNDRIES AND POWDER ROOMS - 50 CFM @ 0.25" W.G. B.KITCHENS - 100 CFM @ 0.25" W.G. (RANGE HOOD OR DOWN DRAFT EXHAUST FAN RATED AT MIN.. 100 CFM @ 0.10" W.G. MAY BE USED FOR EXHAUST FAN REQUIREMENTS.) 2. EXHAUST DUCT REQUIREMENTS:A.INSULATE TO R-8 (MIN..) IN UNCONDITIONED SPACES. B.EQUIP WITH A BACK DRAFT DAMPER. C.TERMINATE OUTSIDE THE BUILDING. D.COMPLY WITH TABLE 403.8.4.2 ON THIS SHEET. PRESCRIPTIVE REQUIREMENTS FOR: OPTION 1. INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS (IRC M1507.3.3(1). OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS AT FLOW RATES SPECIFIED IN TABLE M1507.3.3(1) ON THIS SHEET, USING THE FOLLOWING METHODS: 1. ROOM OUTDOOR AIR INLETS SHALL COMPLY WITH THE FOLLOWING: A.HAVE CONTROLLABLE AND SECURE OPENINGS. B.BE SLEEVED OR DESIGNED SO AS TO NOT COMPROMISE THE THERMAL PROPERTIES OF THE WALL OR WINDOW IN WHICH THEY ARE PLACED. C.PROVIDE A MINIMUM OF FOUR SQUARE INCHES OF NET FREE AREA OF OPENING FOR EACH HABITABLE SPACE. D.PROVISIONS SHALL BE MADE TO ENSURE AIR FLOW BY THE INSTALLATION OF DISTRIBUTION DUCTS, TRANSOMS, 1 INSTALLATION OF GRILLES, UNDERCUTTING DOORS A MINIMUM OF " ABOVE THE FINISHED FLOOR COVERINGS, OR 2 SIMILAR MEANS. 2. WHOLE HOUSE EXHAUST FANS SHALL: A.BE SIZED ACCORDING TO TABLE M1507.3.3(1) ON THIS SHEET. B.BE FLOW RATED AT 0.25" W.G. C.SOUND RATED AT 1.0 SONES MAXIMUM. 3. WHOLE HOUSE EXHAUST FAN CONTROLS: A.BE CONTROLLED BY A 24-HOUR CLOCK TIMER. B.PROVIDE CAPABILITY OF CONTINUOUS OPERATION, MANUAL AND AUTOMATIC CONTROL. C.THE 24-HOUR CLOCK TIMER SHALL BE READILY ACCESSIBLE. D.AT THE TIME OF FINAL INSPECTION, THE AUTOMATIC CONTROL TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE FAN FOR AT LEAST 8 HOURS A DAY. E.A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)". 4. WHOLE HOUSE EXHAUST DUCTS: A.BE SIZED ACCORDING TO TABLE 403.8.4.2 ON THIS SHEET. B.BE INSULATED TO A MINIMUM R-4 IN UNCONDITIONED SPACES. C.TERMINATE OUTSIDE THE BUILDING.FAN TESTED CFM @ 0.25" W.G.MINIMUM FLEX DIAMETERMAXIMUM LENGTH FEETMINIMUM SMOOTH DIAMETERMAXIMUM LENGTH FEETMAXIMUM ELBOWS5050508080801001001251254 INCH5 INCH6 INCH4 INCH5 INCH6 INCH5 INCH6 INCH6 INCH7 INCH4 INCH5 INCH6 INCH4 INCH5 INCH6 INCH5 INCH6 INCH6 INCH7 INCH25' - 0"25' - 0"NO LIMITN / A25' - 0"25' - 0"N / A25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"NO LIMITN / A25' - 0"25' - 0"N / A25' - 0"25' - 0"25' - 0"3333333333*2*21. FOR EACH ADDITIONAL ELBOW, SUBTRACT 10'-0" FROM LENGTH. 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE.IMC TABLE M403.8.4.2PRESCRIPTIVE EXHAUST DUCT SIZINGNUMBER OF BEDROOMS0 - 1 2 - 3 4 - 5 6 - 7 >7AIRFLOW IN CFM30<15001501 - 30003001 - 45004501 - 60006001 - 7500>75004560759010545607590105120607590105120135FLOOR AREA (SQ. FT.)7590105120135150901051201351501651. VENTILATION RATES IN TABLE ARE MINIMUM OUTDOOR AIRFLOW RATES MEASURED IN CFM.IRC TABLE M1507.3.3(1)MINIMUM VENTILATION RATES (CONTINUOUSLY OPERATING SYSTEMS)ENERGY CODETABLE R301.1CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE AND COUNTYKey: A - Moist, B - Dry, C - Marine. Absence of moisture designation indicates moisture regime is irrelevant.WASHINGTON5B Adams5B Asotin5B Benton5B Chelan4C Clallam4C Clark5B Comumbia4C Cowlitz5B Douglas6B Ferry5B Franklin5B Garfield5B Grant4C Grays Harbor4C Island4C Jefferson4C King4C Kitsap5B Kittitas5B Klickitat4C Lewis5B Lincoln4C Mason6B Okanogan4C Pacific6B Pend Oreille4C Pierce4C San Juan4C Skagit5B Skamania4C Snohomish5B Spokane6B Stevens4C Thurston4C Wahkiakum5B Walla Walla4C Whatcom5B Whitman5B YakimaTABLE R402.1.1INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTCLIMATE ZONEFENESTRATION U-FACTORSKYLIGHT U-FACTORGLAZED FENESTRATION SHGCCEILING R-VALUEWOOD FRAME WALL R-VALUEMASS WALL R-VALUEFLOOR R-VALUEBELOW-GRADE WALL R-VALUESLAB R-VALUE & DEPTH5 AND MARINE 40.300.50NR4921 int21/213010/15/21 int + TB10, 2ft60.300.50NR4921 + 5ci21+53010/15/21 + TB10, 4ftFOR SI: 1 FOOT .= 304.8 MM, CI .= CONTINUOUS INSULATION, INT .= INTERMEDIATE FRAMING. a. R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MAXIMUMS. WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX TABLE A101.4 SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. b. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. EXCEPTION: SKYLIGHTS MAY BE EXCLUDED FROM GLAZED FENESTRATION SHGC REQUIREMENTS IN CLIMATE ZONES 1 THROUGH 3 WHERE THE SHGC FOR SUCH SKYLIGHTS DOES NOT EXCEED 0.30. c. "10/15/21.+TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT THE INTERIOR OF THE BASEMENT WALL. "10/15/21.+TB" SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. "TB" MEANS THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. d. R-10 CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. SEE R402.2.9.1. e. THERE ARE NO SHGC REQUIREMENTS IN THE MARINE ZONE. f. RESERVED. g. RESERVED. h. RESERVED.i. THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR OF THE MASS WALL. j. RESERVEDk. FOR SINGLE RAFTER- OR JOIST-VAULTED CEILINGS, THE INSULATION MAY BE REDUCED TO R-38. l. RESERVEDm.INT. (INTERMEDIATE FRAMING) DENOTES STANDARD FRAMING 16 INCHES ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION. n. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5 INCHES ARE EXEMPT FROM THIS INSULATION REQUIREMENT.bbb,ejg,k,lic,kdhghgaWINTER DESIGN TEMPICE BARRIER UNDER-LAYMENT REQUIREDFLOOD HAZARDSAIR FREEZING INDEXMEAN ANNUAL TEMPVARIES110YES D1 or D2MODERATE12"SLIGHT TO MODERATE22° F NOVARIES100 or 250 50° FCLIMATIC AND GEOGRAPHIC DESIGN CRITERIAEQUIVALENT FLUID PRESSURE = 35 P.C.F. (UNRESTRAINED WALLS) 50 P.C.F. (RESTRAINED WALLS)Xproject:principal architectproject managerdrawn bychecked byjob no.datedaterevisions:byno.06/15/20202015 IRC CODEINFORMATIONA0.01SIECKE-TROWBRIDGEREMODEL16740 76th Ave WEdmonds, WA 98026CJCLDJGBCheckerSIECKE06/15/2020PERMIT SETRECEIVEDJun 16 2020CITY OF EDMONDSDEVELOPMENT SERVICESDEPARTMENT2015 UPUPUPUPUPA3.102A3.101A3.103STORAGEPOWDERROOMNEW POST & FOOTING, PER STRUCTURALPATCH LVT FLOORING AS REQ'D, MATCH EXISTINGA3.104(E) EXTERIOR COVERED DECK(E) POSTSVERIFY OR PROVIDE (3) 2x6, REFER TO STRUCTURALVERIFY EXTENT OF (E) CONCRETE SLABVERIFY NEW POST ABOVE LANDS ON FULL HEIGHT CONCRETE WALL, REFER TO STRUCTURALDEMO FLOORING & CONCRETE SLAB ON GRADE BELOW TO POUR NEW FOOTINGSTORAGE(E) EXTERIOR COVERED DECKproject:principal architectproject managerdrawn bychecked byjob no.datedaterevisions:byno.06/15/2020LOWER LEVEL DEMO& FLOOR PLANA2.00SIECKE-TROWBRIDGEREMODEL16740 76th Ave WEdmonds, WA 98026CJCLDJGBSIECKE06/15/2020PERMIT SETSCALE: 1/4" = 1'-0"1LOWER LEVEL PLAN (PROPOSED)SCALE: 1/4" = 1'-0"2LOWER LEVEL PLAN (DEMO)NN0 2' 4' 8'12'1' 3'0 2' 4' 8'12'1' 3'RECEIVEDJun 16 2020CITY OF EDMONDSDEVELOPMENT SERVICESDEPARTMENT DNUPUPDNUPUPDININGROOMGARAGEDEMO GUARDRAILDEMO KITCHEN CABINETS & CTPSDEMO WALLDEMO WALLLIVINGROOMFOYERKITCHENDEMO & REROUTE EXISTING PLUMBING FROM WATER LINE @ FRIDGE TO NEW SINK @ ISLANDDEMO WINDOWS & DOOREXISTING HANDRAILS1A3.00A3.102A3.101DININGROOMGARAGENEW 6x6 POST PER STRUCTURAL(E) COLUMNEDGE OF DROPPED CEILING ABOVEOVENDW4'-0" 11'-3 1/8"NEW STEPREFACE EXISTING FIREPLACE, FURR OUT WALL (SEE A2.20)234571B1A10061C 1D1ECLERESTORY WINDOWS ABOVE; REFER TO ELEVATIONS8"8"4'-1 1/2"4'-1 3/8"A3.103NEW INFILL FRAMING BELOW WINDOWS, TYP.NEW INFILL FRAMING BELOW WINDOWS, TYP.NEW INFILL FRAMING BELOW WINDOWS, TYP.LIVINGROOMFOYERKITCHENMIN 100 CFM HOOD FANEQ EQCL9'-1 1/2"CLPLUMB FOR NEW SINKREPLACE EXISTING SINKREPLACE EXISTING GAS RANGEREFRIGNEW BEAM ABOVE11"A3.105A3.1045"10"4"2 3/4"5'-11 7/8"2 5/8"4"10"5 1/8"5 1/8"10"4 1/8"5 1/2"5'-11 7/8"6 5/8"3 3/8"10"5 5/8"6"2'-5" 4'-2" 2'-5"6"ALIGNALIGNNEW (3) 2x6 PER STRUCTURALNEW (3) 2x4 PER STRUCTURALDWNEW DWREPLACE EXISTING DWSDproject:principal architectproject managerdrawn bychecked byjob no.datedaterevisions:byno.06/15/2020MAIN LEVEL DEMO& FLOOR PLANA2.10SIECKE-TROWBRIDGEREMODEL16740 76th Ave WEdmonds, WA 98026CJCLDJGBSIECKE06/15/2020PERMIT SETLDSCALE: 1/4" = 1'-0"2MAIN LEVEL DEMO PLANSCALE: 1/4" = 1'-0"1MAIN LEVEL PLAN0 2' 4' 8'12'1' 3'0 2' 4' 8'12'1' 3'NNRECEIVEDJun 16 2020CITY OF EDMONDSDEVELOPMENT SERVICESDEPARTMENT UPUPUPUP1A3.00A3.102A3.101A3.103FRAME PARTIAL-HEIGHT WALL/GUARDRAILLOFTA3.105A3.104(E) GWB LEDGE/ CLOSET CEILING TO REMAINOPEN TO LIVING ROOM BELOWOPEN TO DINING AREA BELOWNEW BEAM ABOVE6" 2'-5" 4" 3'-6" 4" 2'-5" 6"NEW BEAM, REFER TO STRUCTURALNEW 2x FRAMING1C1D1EDEMO WOOD GUARD RAILDEMO WALLDEMO CLERESTORY WINDOWSLOFTEXISTING HANDRAILSproject:principal architectproject managerdrawn bychecked byjob no.datedaterevisions:byno.06/15/2020UPPER LEVEL DEMO& FLOOR PLANA2.20SIECKE-TROWBRIDGEREMODEL16740 76th Ave WEdmonds, WA 98026CJCLDJGBSIECKE06/15/2020PERMIT SETAuthorSCALE: 1/4" = 1'-0"1UPPER LEVEL PLANSCALE: 1/4" = 1'-0"2UPPER LEVEL DEMO PLANNN0 2' 4' 8'12'1' 3'0 2' 4' 8'12'1' 3'RECEIVEDJun 16 2020CITY OF EDMONDSDEVELOPMENT SERVICESDEPARTMENT MAIN LEVEL 100' -0" ROOF 122' -5 171/256" UPPER LEVEL 107' -6" T.O. PLATE 114' -8 235/256" A3.10 2 GARAGE 99' -0"2'-9" 3'-6" 2'-9"8'-0" 5" 3'-6"3'-9"3'-0"1C 1D 1E 1A 1B 2 3 4 5 6 7 NEW INFILL FRAMING BELOW WINDOWS & NEW SIDING TO MATCH EXISTING, TYP. A3.10 4 2'-5" 4" 3'-6" 4" 2'-5" 4" TT project:principal architect project manager drawn by checked by job no. date date revisions: b y no. 06/15/2020 EXTERIOR ELEVATIONS & SCHEDULES A3.00SIECKE-TROWBRIDGEREMODEL16740 76th Ave WEdmonds, WA 98026CJC LD JGB SIECKE 06/15/2020 PERMIT SET CJC SCALE: 1/4" = 1'-0"1 EAST ELEVATION 065_WINDOWS MARK OPERATION MANUFACTURER MODEL DIMENSIONS (ROUGH OPENING) U VALUE UA VALUE REMARKSWIDTH HEIGHT AREA 1A FIXED TBD 2' - 5" 8' - 0" 19 SF 0.3 6 TEMPERED 1B FIXED TBD 2' - 5" 8' - 0" 19 SF 0.3 6 TEMPERED 1C FIXED TBD 2' - 5" 3' - 6" 8 SF 0.3 3 1D FIXED TBD 3' - 6" 3' - 6" 12 SF 0.3 4 1E FIXED TBD 2' - 5" 3' - 6" 8 SF 0.3 3 2 CASEMENT TBD 10" 3' - 9" 3 SF 0.3 1 3 FIXED TBD 6' - 0" 3' - 9" 22 SF 0.3 7 4 CASEMENT TBD 10" 3' - 9" 3 SF 0.3 1 5 CASEMENT TBD 10" 3' - 9" 3 SF 0.3 1 6 FIXED TBD 6' - 0" 3' - 9" 22 SF 0.3 7 7 CASEMENT TBD 10" 3' - 9" 3 SF 0.3 1 11 125 SF 38 055 & 056_DOORS MARK LOCATION DIMENSIONS REMARKSWIDTH HEIGHT THICKNESS MAIN LEVEL 100 FOYER 3' - 4" 8' - 0" 1 3/4" FRONT ENTRY Grand total: 1 0 2' 4' 8'12'1' 3' RECEIVED Jun 16 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MAIN LEVEL 100' -0" LOWER LEVEL 91' -9" UPPER LEVEL 107' -6" T.O. PLATE 114' -8 235/256" NEW BEAM, REFER TO STRUCTURAL NEW COLUMN BEYOND A3.10 1 GARAGE 99' -0" LIVING ROOM 101' -0"1'-0"A3.10 3 (E) RAISED FLOOR TO REMAIN (E) ATTIC SPACE LIVING ROOM NEW FOOTING BEYOND, REFER TO STRUCTURAL NEW BEAM BEYOND, REFER TO STRUCTURAL NEW POST PER STRUCTURAL MAIN LEVEL 100' -0" ROOF 122' -5 171/256" LOWER LEVEL 91' -9" UPPER LEVEL 107' -6" T.O. PLATE 114' -8 235/256" A3.10 2 GARAGE 99' -0" LIVING ROOM 101' -0" (E) STEP TO REMAIN LOFT LEVEL 108' -8" (E) ATTIC SPACE KITCHEN FOYER PONY WALL BEYOND NEW BEAM, REFER TO STRUCTURAL MAIN LEVEL 100' -0" ROOF 122' -5 171/256" LOWER LEVEL 91' -9" UPPER LEVEL 107' -6" T.O. PLATE 114' -8 235/256" A3.10 2 GARAGE 99' -0" LIVING ROOM 101' -0" (E) RAISED FLOOR TO REMAIN NEW STEP (E) GWB WALL ABOVE (E) GWB WALL ABOVE (E) WALL NEW PARTIAL WALL 6"6"NEW COLUMN BEYOND 11 1/4"GUARDRAIL3'-0"LOFT LEVEL 108' -8" NEW BEAM, REFER TO STRUCTURAL A3.10 4 LIVING ROOM DINING ROOM (E) COLUMN A3.10 1 A3.10 3 EXISTING COLUMN W/ GWB WRAP EXTEND FRAMING FOR GUARDRAIL, GWB WRAP OPEN TO BEYOND 3'-0"LIVING ROOMFOYER OPEN TO LOFT BEYOND FIREPLACE MAIN LEVEL 100' -0" ROOF 122' -5 171/256" UPPER LEVEL 107' -6" T.O. PLATE 114' -8 235/256" A3.10 1 LIVING ROOM 101' -0" A3.10 3 LOFT LEVEL 108' -8"3'-0"EXISTING COLUMN W/ GWB WRAP EXTEND FRAMING FOR GUARDRAIL, GWB WRAP OPEN TO LIVING ROOM OPEN TO FOYER 3'-0"3'-0"3'-0"(E) GWB WRAPPED BEAM project:principal architect project manager drawn by checked by job no. date date revisions: b y no. 06/15/2020 BUILDING SECTIONS & ELEVATIONS A3.10SIECKE-TROWBRIDGEREMODEL16740 76th Ave WEdmonds, WA 98026CJC LD JGB SIECKE 06/15/2020 PERMIT SET SCALE: 1/4" = 1'-0"2 WEST-EAST SECTION SCALE: 1/4" = 1'-0"1 NORTH-SOUTH SECTION A SCALE: 1/4" = 1'-0"3 NORTH-SOUTH SECTION B SCALE: 1/4" = 1'-0"5 LIVING ROOM -FOYER SOUTH ELEVATION SCALE: 1/4" = 1'-0"4 LOFT-STAIR SECTION 0 2' 4' 8'12'1' 3'0 2' 4' 8'12'1' 3' 0 2' 4' 8'12'1' 3' 0 2' 4' 8'12'1' 3'0 2' 4' 8'12'1' 3' RECEIVED Jun 16 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CRITERIADESIGN LOADING CRITERIASNOW LOADGEOTECHNICALALLOWABLE SOIL PRESSURELATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED)COEFFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 INCLUDED)CONCRETEFTGS & OTHER UNFORMED SURFACES CAST AGAINST & PERMANENTLY EXPOSED TO EARTH FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER) COLUMN TIES OR SPIRALS AND BEAM STIRRUPS WOOD MINIMUM BASE VALUE, Fb = 850 PSIMINIMUM BASE VALUE, Fb = 1000 PSIMINIMUM BASE VALUE, Fb = 1350 PSIMINIMUM BASE VALUE, Fc = 1350 PSIMINIMUM BASE VALUE, Fc = 1000 PSIWOOD FASTENERS6d8d10d12d16d BOXDOUGLAS-FIR-LARCH OR HEM-FIR NO. 2Pf = 25 PSF3"1-1/2"1-1/2"FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) 2"SLABS AND WALLS (INTERIOR FACE)GREATER OF BAR Ø PLUS 1/8" OR 3/4"WOOD (continued)1. 2. 3. 4. 5. 6. 7. 8. 9. 10.11.12.13.14.15.19.20.16.17.18.ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,SPECIFICATIONS, AND THE 2012 INTERNATIONAL BUILDING CODE, AND THE 2012 SEATTLE BUILDING CODE.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FORBIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FORCOMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE & STRUCTURALCOMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THEPLANS.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS & THE METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK.THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/ORDIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANYHAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURALENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH ORSAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THEPROJECT SITE.CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT &STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGESSHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONSARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILARDETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THEARCHITECT AND THE STRUCTURAL ENGINEER.FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED& THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDINGOFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEERFOR POSSIBLE FOUNDATION REDESIGN.FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHEDGRADE, UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLSABOVE.BACK FILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FORSUBSURFACE DRAINAGE.CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBCSECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENTPER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS.REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60,fy = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SPIRAL REINFORCEMENTSHALL BE PLAIN WIRE CONFORMING TO ASTM 615, GRADE 60, fy = 60,000 PSI.REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCEWITH ACI 315-92 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BARDIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS.LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGERBARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OFWELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS.NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESSSPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS & DIMENSIONSOF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FORALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE & OTHER FINISH DETAILSAT ALL EXPOSED CONCRETE SURFACES, BOTH CAST-IN-PLACE AND PRE-CASTFRAMING LUMBER SHALL BE KILN DRIED OR MC-19, & GRADED & MARKED IN CONFORMANCEWITH W.C.L.I.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TOTHE FOLLOWING MINIMUM STANDARDS:GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITCSTANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BEACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BEDOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv = 240 PSI. ALL CANTILEVERED BEAMS SHALL BEDOUGLAS FIR COMBINATION 24F-V8, Fb = 2,400 PSI, Fv = 240 PSI. CAMBER ALL SIMPLE SPAN GLULAMBEAMS TO 3,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS.ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATEDWITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPERSHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY.PRESSURE TREATED WOOD SHALL BE TREATED WITH WATERBORNE PRESERVATIVES PER AWPASTANDARD U1. INTERIOR WOOD IN CONTINUOUS CONTACT WITH CONCRETE (SUCH AS SILL PLATES)SHALL BE IN ACCORDANCE WITH USE CATEGORY 2 (UC2).WOOD IN CONTINUOUS CONTACT WITHFRESH WATER OR SOIL SHALL BE IN ACCORDANCE WITH USE CATEGORY 3B (UC3B). TIMBERCONNECTORS IN DIRECT CONTACT WITH TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED ORCONTINUOUS HOT GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECTCONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL.NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THEHEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAGBOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(2015 EDITION) WITH A LEAD BORE HOLE OF 60-70% OF THE SHANK DIAMETER. LEAD HOLES ARENOT REQUIRED FOR 3/8"Ø AND SMALLER LAG SCREWS.B.WOOD FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS:ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THEMINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS NOTEDOTHERWISE, SHALL CONFORM TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE.COORDINATE THE SIZE & LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURALDRAWINGS.FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THATEXTEND OVER MORE THAN HALF THE JOIST LENGTH & AROUND ALL OPENINGS IN FLOORS ORROOFS UNLESS NOTED OTHERWISE PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAILJOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMSWITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI-JOISTBEAMS TOGETHER WITH TWO ROWS 16d @ 12"OC UNLESS NOTED OTHERWISE ON THE PLANS,PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TOSUPPORTS AND NAILED AT 6"OC WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS & OVER STUDWALLS AS SHOWN ON PLANS AND @ 12"OC TO INTERMEDIATE SUPPORTS. PROVIDE APPROVEDPLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHINGEDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BESUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OFFLOOR & ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12"OC, UNLESS NOTEDOTHERWISE.ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE & A DOUBLE TOP PLATE. END NAIL TOP PLATE TOEACH STUD WITH TWO 16d NAILS, & TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITHTWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 10d @ 12"OC & LAP MINIMUM 4'-0" AT JOINTSAND PROVIDE TWELVE 10d NAILS @ 4"OC EACH SIDE JOINT.WALL FRAMING: REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDSSHALL BE SPACED AT 16" OC, UNLESS NOTED OTHERWISE TWO STUDS, MINIMUM, SHALL BEPROVIDED AT THE END OF ALL WALLS & AT EACH SIDE OF ALL OPENINGS, & AT BEAM OR HEADERBEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOTOTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGHFLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALLSTUD WALLS OVER 10'-0" IN HEIGHT.ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOWWITH 16d NAILS @ 6"OC, OR ATTACHED TO CONCRETE BELOW WITH 5/8"Ø ANCHOR BOLTS @ 4'-0"OC,EMBEDDED 7" MINIMUM, UNLESS NOTED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTSSHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @ 12"OC. UNLESS NOTED OTHERWISE,GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS & PLATESWITH NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8"OC. UNLESS NOTED OTHERWISE, 1/2" (NOMINAL) APARATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR VERTICAL SURFACESWITH 8d NAILS @ 6"OC AT PANEL EDGES & TOP & BOTTOM PLATES (BLOCK UNSUPPORTED EDGES)& TO ALL INTERMEDIATE STUDS & BLOCKING WITH 8d NAILS @ 12"OC. ALLOW 1/8" SPACING AT ALLPANEL EDGES & PANEL ENDS.BEARING WALL BELOWBEARING WALL ABOVENON-BEARING WALL BELOWHANGERMETAL CONNECTORCOLUMN BELOWSHEARWALL TYPE & LENGTHJOIST or RAFTER SPANJOIST or RAFTER EXTENTSBEAM or HEADERFOOTING (BELOW GRADE)LOW ROOF FRAMINGHORIZ STRAPPING HARDWAREVERTICAL HOLDOWN STRAPFOOTING TYPE-SECTION3SECTION NUMBERDRAWING WHERESECTION IS LOCATEDDETAIL NUMBERDRAWING WHEREDETAIL IS LOCATEDSECTION NUMBERDRAWING WHERESECTION TAKEN FROMCONCRETE ON PLANLEGENDSSWX (X'-X")IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAILSPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW ANDAPPROVAL. PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSHTO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED.TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSONCOMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2015. EQUIVALENT DEVICES BY OTHERMANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO OR ICC-ES APPROVAL FOREQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BYMANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERSRECOMMENDATIONS.ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS.ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITS" SERIES JOIST HANGERS.ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS.WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTSIN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) ASMEMBERS CONNECTED.0.113"0.131"0.148"0.148"0.135"2" 2-1/2" 3" 3-1/4" 3-1/2" A.A.B.1500 PSF55 PCF/35 PCF 0.3GENERAL STRUCTURAL NOTES(The following apply unless shown otherwise on the plans)SIZE LENGTH DIAMETERHEM-FIR NO. 2DOUGLAS FIR-LARCH NO. 1DOUGLAS FIR-LARCH NO. 1DOUGLAS FIR-LARCH NO. 2DOUGLAS FIR-LARCH NO. 1(2x & 3x MEMBERS) (4x MEMBERS) (INCL. 6x AND LARGER) (4x MEMBERS) (6x AND LARGER) JOISTS AND BEAMS: LARGE BEAMS: POSTS: STUDS, PLATES & MISC. FRAMINGABBREVIATIONS1S4.0F11S4.0ROOF DECK EXTENT ON PLANAND&AT@ABALTAPPROXARCHANCHOR BOLTAPPROXIMATE(LY)ALTERNATE(LY)ARCHITECT(URAL)BUILT UPBOTTOMBOTBUCCC/WCOLUMNCONCRETECONCCOLCJLCCL,CENTER LINECOMPLETE WITHCENTER TO CENTERCONSTRUCTION JOINTCENTERCTRCONTCONSTDETAILDIMENSIONDIMDETDOWNDITTODODNEACHDRAWINGSEADWGSDEEPDPDLDEAD LOADCONSTRUCTIONCONTINUOUS ELEVATIONEQ SPELEXISTINGFD(E)EWEACH WAYFIN FLFIN GRFLOORFAR SIDEGAUGEGAF/SFLFDNFOUNDATIONEQUAL(LY) SPACES(D)FLOOR DRAINFINISHED,FINAL GRADEFINISHED FLOORGALVANIZEDGLGALVLONGLGLIGHTLTLLLIVE LOADHORIZHORIZONTALGRIDLINE, BAYLINEEFEACH FACEBLOCKINGBLKGMINIMUMMINMFRON CENTEROCNTSN/SNEAR SIDEOPENINGOPPOSITEOWSJOPPOOPNGPLATELPPL,PERPMANUFACTURERNOT TO SCALEOPEN WEB STEEL JOISTPERPENDICULARREINFREVISIONR/WREVREQUIREDREQ'DSIMILARSIMSPECSPSOGSECTIONSECTREINFORCEMENTREINFORCED WITHSPACE(D)(S)(ING)SPECIFICATION SLAB ON GRADERADIUSRSTEELSTRSTLTHKT&BTOSTOCTYPICALTYPSTRUCTURE(AL)TOP AND BOTTOMTOP OF CONCRETETOP OF STRUCTURAL STEELTHICK(NESS)UNDERSIDEUNOU/SWIDEVERTICALWVERTWITHW/UNLESS NOTED OTHERWISESTIR(S)STIRRUP(S)SWSHEAR WALLHDRHEADERFOOTINGFTGGTGIRDER TRUSST&GTOUNGE AND GROOVEBETWEENBETW'NBUILDINGBLDGMAXIMUMMAXNNEWH, HTHEIGHTBACKSPANBSEXTERIOREXTGLBGLULAM BEAMINTRINTERIORMATERIALMATLPRESSURE TREATEDPTINTINTERSECTIONBEAMBMFLUSH BEAMFBKPKING POSTSTAGSTAGGEREDHGR(S)HANGER(S)INVINVERTEDFRAMINGFRMGSTDSTANDARDDRAGTRUSSDTDRAG STRUTDSAPreliminarySheet No.Sheet ContentsJob No.No.DateIssuenickerson engineering2221 Everett Ave #202Everett, WA 98201425.610.4425SIECKE-TROWBRIDGE REMODEL 16740 76TH AVE W EDMONDS, WA 98026 c Nickerson Engineering, LLC 2020 Thesedrawings were prepared for the"SIECKE-TROWBRIDGE REMODEL" project in EDMONDS, WA. They are notintended for use on any other project.Stated drawing scale is based on36" x 24" sheet.006.08.20Permit05.29.20GENERAL NOTES20-033S1.0RECEIVEDJun 16 2020CITY OF EDMONDSDEVELOPMENT SERVICESDEPARTMENT (E) COL(E) COLVERIFY ORPROVIDE (3) 2x6(N) 6x6 FULL HT(N) 6x6FULL HTw/ ECCQ46(N) (3) 2x6 W/ H6 ORLSTA18 EACH SIDEOF BEAM TO POST(E) CEILING FRAMING(E) RAFTERS(E) COL(E) CEILING FRAMING(E) RAFTERS(E) DROPPED BEAMSCALE: 1/4" = 1'-0"ROOF FRAMING PLANSCALE: 1/4" = 1'-0"MAIN FLOOR FRAMING PLANPLAN NOTES1.DO NOT SCALE DRAWINGS. REFER TO ARCH DWGS FOR ALL DIMENSIONS.2.PROVIDE FULL DEPTH VERTICAL GRAIN BLOCKING TO MATCH AND ALIGNWITH POST ABOVE IN FLOOR FRAMING.3.REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.(N) 312x12 GLB (DROPPED)(N) 312x12 GLB2S3.03S3.0HUCQ4121S3.0F2.5FOOTING SCHEDULEMARKSIZEREINFORCEMENT2'-6" x 2'-6" x 10" DP(3)#4 EW 3" FROM BOTF2.5NEW FTGBELOW4S3.0CONTRACTOR TO FIELD VERIFY NEWPOST ABOVE LANDS ON EX. FULLHEIGHT CONCRETE WALL.CONTACT ENGINEER OF RECORD IFFOUND OTHERWISE.(N) (3) 2x4 W/ H6 ORLSTA18 EACH SIDEOF BEAM TO POST1/4"=1'-0"4'08'16'FRAMING PLAN20-033S2.0APreliminarySheet No.Sheet ContentsJob No.No.DateIssuenickerson engineering2221 Everett Ave #202Everett, WA 98201425.610.4425SIECKE-TROWBRIDGE REMODEL 16740 76TH AVE W EDMONDS, WA 98026 c Nickerson Engineering, LLC 2020 Thesedrawings were prepared for the"SIECKE-TROWBRIDGE REMODEL" project in EDMONDS, WA. They are notintended for use on any other project.Stated drawing scale is based on36" x 24" sheet.006.08.20Permit05.29.20RECEIVEDJun 16 2020CITY OF EDMONDSDEVELOPMENT SERVICESDEPARTMENT S3.0SCALE: 3/4" = 1'-0"4NEW PAD @ SLAB ON GRADEEX. SLAB ONGRADEEX. FLOOR FRAMINGAND SHEATHINGEX. ROOF RAFTERSAND SHEATHINGEX. WALL AND TOPPLATE TO BE REMOVEDVERIFY OR PROVIDE 2xBLOCKING EACH BAYNEW BEAM PER PLANNEW BEAM PER PLAN2x4 @ 16" OC PONYWALL TO ROOF16d @ 6" OCEX. ROOF RAFTERSAND SHEATHINGEX. CEILING FRAMING W/LUS SERIES HANGEREX. ROOF RAFTERSAND SHEATHING2x BLOCKINGEACH BAYNEW BEAM PER PLANPOST CAP PER PLANPOST PER PLAN(REFER TO DETAIL4/S3.0 FOR POST @FLOOR FRAMING)PONY WALL TO ROOFNEW BEAM PER PLAN(CENTER ON NEW POSTPER PLAN)EX. CEILING FRAMINGHANGER PER PLANPOST PER PLANEX. FLOORSHEATHINGPOST PER PLAN EX. FLOOR FRAMING NOTSHOWN FOR CLARITYEX. CONCRETESTEM WALLEX. SLAB ON GRADEEX. CRAWLSPACE1H1VBOTTOM OF NEW PAD TO BE ATOR BELOW 1:1 INFLUENCE LINENEW PAD PER PLAN W/REINFORCEMENT PER PLAN10" SQ PLINTH - REINFw/ (4)#4 x VERT& #3 x @ 6" OCABA SERIES POSTBASE W/ 58" Ø AB W/5" EMBEDMENT MINS3.0SCALE: 3/4" = 1'-0"1NEW DROPPED BEAM @ ROOFS3.0SCALE: 3/4" = 1'-0"2NEW CEILING FLUSH BEAMS3.0SCALE: 3/4" = 1'-0"3NEW POST ELEVATIONMAIN FLOORELEVATION(4) SDWH27600SSCREWS TOENAILEDPOST TO BEAMEX. BEAM(4) SDWH27600SSCREWS TOENAILEDPOST TO BEAM16d TOENAILS @ 6" OCBLOCKING TO BEAM PER PLAN(2) 16d TOENAILS EACHRAFTER TO BEAM PER PLANVERIFY OR PROVIDEFULL DEPTH BLOCKINGEACH BAY16d TOENAILS @ 6" OCAPreliminarySheet No.Sheet ContentsJob No.No.DateIssuenickerson engineering2221 Everett Ave #202Everett, WA 98201425.610.4425SIECKE-TROWBRIDGE REMODEL 16740 76TH AVE W EDMONDS, WA 98026 c Nickerson Engineering, LLC 2020 Thesedrawings were prepared for the"SIECKE-TROWBRIDGE REMODEL" project in EDMONDS, WA. They are notintended for use on any other project.Stated drawing scale is based on36" x 24" sheet.006.08.20Permit05.29.20STRUCTURALDETAILS20-033S3.0RECEIVEDJun 16 2020CITY OF EDMONDSDEVELOPMENT SERVICESDEPARTMENT