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APPROVED BLD PLN RESUB1 BLD2021-0259+Architectural_Plan+7.6.2021_6.06.21_PM+2285944ENERGY GORE 2018 WASH I NGTON STATE ENERGY GORE/ I EGG (WSEG) TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT n CLIMATE ZONE 5 8 MARINE 4 FENESTRATION U-FACTOR e 0.30 SKYLIGHT $ U-FACTOR 0.50 CEILING R-VALUE e 4q WOOD FRAME WALL G'" R-VALUE 21 INT FLOOR R-VALUE 30 BELOW GRADE ��" WALL R-VALUE 10/15/21 INT + 5TB SLABv,F R-VALUE $DEPTH 10, 2 FT. TABLE R402.1.1 FOOTNOTES FOR SI: I FOOT = 304.8 MM, GI =CONTINUOUS INSULATION, INT. =INTERMEDIATE FRAMING. °' R-VALUES ARE MINIMUMS. U-FACTORS AND SHGG ARE MAXIMUMS. WHEN INSULATION IS INSTALLED I N A GAV I TY WHI GH I S LESS THAN THE LABEL OR DESIGN TH I GKNESS OF THE INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX TABLE A101.4 SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED I N THE TABLE. e THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS "10/15/21 +5TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 GONTI NUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R-21 GAV I TY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT THE INTERIOR OF THE BASEMENT WALL. "10/IS/21 +5TB" 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. "5TB" MEANS R-5 THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. R-10 CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. SEE R402.2.Q.1. E FOR SINGLE RAFTER- OR JOIST- VAULTED CEILINGS, THE INSULATION MAY BE REDUCED TO R-38 IF THE FULL INSULATION DEPTH EXTENDS OVER THE TOP PLATE OF THE EXTERIOR WALL. F R-7.5 CONTINUOUS INSULATION INSTALLED OVER AN EXISTING SLAB IS DEEMED TO BE EQUIVALENT TO THE REQUIRED PERIMETER SLAB INSULATION WHEN APPLIED TO EXISTING SLABS COMPLYING WITH SECTION R503.1.1. IF FOAM PLASTIC IS USED, IT SHALL MEET THE REQUIREMENTS FOR THE THERMAL BARRIERS PROTECTING FOAM PLASTICS. 6 FOR LOG STRUCTURES DEVELOPED IN COMPLIANCE WITH STANDARD IGG 400, LOG WALLS SHALL MEET THE REQUIREMENTS FOR GL I MATE ZONE 5 OF IGG 400. H INT. (INTERMEDIATE FRAMING) DENOTES FRAMING AND INSULATION AS DESCRIBED IN SECTION A103.2.2 INCLUDING STANDARD FRAMING I6 INCHES ON CENTER, 78 PERCENT OF THE WALL GAV I TY INSULATED AND HEADERS INSULATED W I TH A MI N I MUM OF R-10 INSULATION. I . A GERTI F I GATE GOMPLYI NG WITH 2O18 WSEG R401.3 I S REQUIRED TO BE COMPLETED BY THE BUILDER OR APPROVED PARTY AND PERMANENTLY POSTED. 2. AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM. 3. NOT LESS THAN q0 PERCENT OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. l�1�0�� OUS� �1�1�T I SAT I O1� WHOLE HOUSE VENTILATION SYSTEM TO BE DESIGNED PER WSEG AMENDMENTS TO 2018 IRG SECTION MI505.4.4. SEE "WHOLE HOUSE VENTILATION" ON THE SCHEDULE SHEET FOR SELECTED OPTION. WHOLE -HOUSE MEGHANIGAL VENTILATION AIRFLOW RATE PER EQUATION 15-I (MI505.4.3) VENTILATION QUALITY ADJUSTMENT PER EQUATION 15-2 (MI505.4.3.1) IRG TABLE M 1505.4.3(2) INTERMITTENT WHOLE -HOUSE MEGHANIGAL VENTILATION RATE FACTORS n� RUN TIME PERCENTAGE IN EACH 4-HOUR SEGMENT 5095 6636 �53b IOOlo FACTOR 2 1.5 1.3 I.O A. FOR VENTILATION SYSTEM RUN TIME VALUES BETWEEN THOSE GIVEN, THE FACTORS ARE PERMITTED TO BE DETERMINED BY INTERPOLATION. B. EXTRAPOLATION BEYOND THE TABLE IS PROHIBITED. MEGHAN I GAL GENERAL SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF I.R.G. RI006 HEATING EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 68 DEGREES FAHRENHEIT AT A HEIGHT OF 3'-O" ABOVE THE FLOOR AND TWO FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN THE 2018 W.S.E.G. DEFINITION OF BUILDING THERMAL ENVELOPE FROM THE 2018 WASHINGTON STATE ENERGY GORE: THE BELOW -GRADE WALLS, ABOVE -GRADE WALLS, FLOORS, GE I L I NGS, ROOF, AND ANY OTHER BUILDING ELEMENT ASSEMBLIES THAT ENCLOSE CONDITIONED SPACE OR PROVIDES A BOUNDARY BETWEEN CONDITIONED SPACE AND EXEMPT OR UNCONDITIONED SPACE. I. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF IRG G240'i 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF CHAPTER 24 OF THE 2018 IRG. 3. DUCTWORK LOCATION SHALL MEET THE PROVISIONS OF CHAPTER 24 OF THE 2018 IRG. 4. COMBUSTION AIR TO MEET THE REQUIREMENTS OF I.R.G. MI'i01.1 ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY PER CHAPTER M1302 OF THE 2018 IRG. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR I N ANY ENCLOSED SPACE WITH AGGESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT PER EXCEPTIONS IN IRG G2406.2 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 IS" ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR CEILING SEPARATING A RESIDENCE (R-3 OCCUPANCY) FROM A GARAGE, PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN O.OIa" (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH CHAPTER IS OF THE 2018 IRG. 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 24 OF THE 2018 IRG. A TYPE B OR BW GAS VENT SHALL TERMINATE PER CHAPTER 24 OF THE 2018 IRG. 1(ENT 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 MI803 OF THE 2018 IRG. HEATING EG2U I PMENT ALL HEATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE NATIONAL APPL I ANGE ENERGY CONSERVATION AGT (NAEGA) AND BE SO LABELED. EQUIPMENT SHALL ALSO COMPLY WITH SECTION MI411 OF THE 2018 IRG DUGTWORiG I. DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL AS SET FORTH BY TABLE I601.1.1 OF THE 2018 IRG. 2. RECTANGULAR, FLAT, OVAL AND ROUND DUCT JOINTS AND SEAMS SHALL BE AIRTIGHT PER SECTION M1601.4.1 OF THE 2018 IRG. 3. INSTALLATION OF DUCTS SHALL COMPLY WITH SECTION M1601.4 OF THE 2018 IRG. 4. DUCT INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH SECTION M1601.3 OF THE 2018 IRG. 5. FINAL DUCT LEAKAGE AFFIDAVIT IS TO BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO FINAL INSPECTION. DUCT LEAKAGE AND SEALING REQUIREMENTS IN 2018 W.S.E.G. SECTION R403.3.2 TO BE MET. 6. DUCTS INSULATAED TO A MINIMUM R-8 INSULATION IN UNCONDITIONED SPACES PER W.S.E.G. SECTION R403.3.1 G�RPENTi�Y GENERAL ALL FRAMING SHALL COMPLY WITH THE APPLICABLE SEGTION(S) OF THE 2018 IBC/IRG. PRESSURE TREATED WOOD REQUIRED IN LOCATIONS LISTED IN IRG R317.1 2 MINIMUM VERTICAL CLEARANCE BETWEEN WOOD � CONCRETE STEPS, PORCH SLABS, PATIO SLABS 8 OTHER SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. b" MINIMUM CLEARANCE BETWEEN WOOD AND EARTH. 8" MINIMUM CLEARANCE BETWEEN UNTREATED MUSILLS AND EARTH. 12" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. IS" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH. LOADING ROOF 15 PSF DEAD LOAD + 25 PSF LIVE LOAD = 40 PSF FLOOR TRUSSES 15 PSF DEAD LOAD + 40 PSF LIVE LOAD = 55 PSF FLOOR 10 PSF DEAD LOAD + 40 PSF LIVE LOAD = 50 PSF GE I L I NG 5 PSF DEAD LOAD + 10 PSF LIVE LOAD = 15 PSF DECK 10 PSF DEAD LOAD + 60 PSF LIVE LOAD = 70 PSF INTERIOR PARTITION = 7 PSF EXTERIOR PARTITION = 10 PSF WOOD BEARING ON OR INSTALLED WITHIN Y�" 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 FIREBLOGKING IN CONGEALED SPACES OF STUD WALLS � PARTITIONS, INCLUDING FURRED SPACES � PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: I. VERTICALLY AT THE CEILING � FLOOR LEVELS. 2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. PROVIDE FIREBLOGKING AT OTHER LOCATIONS PER 2018 IRG R302.11. INSULATION d MOISTURE PROTECTION GENERAL GENERAL UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY GORES. INSULATION BAFFLES TO MAINTAIN I" CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE GATT 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 GLASS II PVA PRIMER. PROVIDE R-10 INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CONTROL I. 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 AGGESS 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 I N A CLOSED POSITION. DOORS BETWEEN RES I DENGE AND GARAGE ARE NOT GONSI DERED "F I RE -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.G. PIPING FOR HOT WATER /STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT WATER SERV I GE I S REQUIRED TO BE INSULATED PER THE W.S.E.G. HOT WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R-3 PER W.S.E.G. R403.5.3. MEGHANIGAL SYSTEM PIPING SHALL BE INSULATED TO A MINIMUM R-6 PER W.S.E.G. R403.4 VAPOR BARRIERS /GROUND GO\/ERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED I N ROOF DECKS, I N 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 I F THE VAPOR BARRIER I S TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8" O.G. AND GAPS BETWEEN THE PAGING AND THE FRAMING SHALL NOT EXCEED I/I6" VAPOR RETARDERS AT WALLS PER IRG R-i02.-1 A GROUND COVER OF b 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. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE PLANS COMPLY WITH THE 2018 INTERNATIONAL RESIDENTIAL GORE. 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 DISGREPANGIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. GORES: ALL APPLICABLE GORES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED I. 2018 INTERNATIONAL RESIDENTIAL GORE (IRG) WITH WASHINGTON STATE AMENDMENTS (WSA) EXCEPT CHAPTERS II AND 25 THROUGH 42 ARE NOT ADOPTED. APPENDICES F,Q, 8 U ARE ADOPTED. 2. 2018 INTERNATIONAL BUILDING GORE (I BG) WITH WASH I NGTON STATE AMENDMENTS (WSA) 3. 2018 INTERNATIONAL MEGHANIGAL GORE (IMG) WITH WASHINGTON STATE AMENDMENTS (WSA) 4. 2018 UNIFORM PLUMBING GODS (UPC) WITH WASHINGTON STATE AMENDMENTS. 5. 2018 INTERNATIONAL FIRE GORE WITH WASHINGTON STATE AMENDMENTS. 6. 2018 WASHINGTON STATE ENERGY CODE, RESIDENTIAL PROVISIONS (WSEG). LOCAL JURISDICTION REQUIRES DWELLING UNIT FIRE SPRINKLER SYSTEM PER IRG APPENDIX R SITE WORK Approved by Fire 07/22/2021 A G n n r� �� -�-o ��o �� YES NOTE: FIRE SPRINKLER SYSTEM TO BE DESIGNED BY OTHERS. PROVIDE MINIMUM I" ❑ � WATER METER AND I-I/2" SERVICE LINE. separate permit required GENERAL ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGAN I G SURFACE SOILS. ALL BACK FILL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH THE DIRECT LOAD PATH OF COLUMNS. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SUBJECT TO DAMAGE FROM GROUND SNOW SEISMIC DESIGN WINTER DESIGN ICE BARRIER UNDER - LAYMENT FLOOD AIR FREEZING MEAN ANNUAL gPEED TOPO- GRAPHIC SPECIAL WIND WIND-BORNE FR05T LINE TERMITE LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TEMP REQUIRED HAZARDS INDEX TEMP 52 85 D MODERATE IS" SLIGHT TO NO ODERATE EQUIVALENT FLUID PRESSURE = 35 P.G.F. (UNRESTRAINED WALLS) 50 P.G.F. (RESTRAINED WALLS) DOORS, WINDOWS ,4ND SKYLIGHTS GENERAL THE REQUIRED EGRESS DOOR MAY HAVE A MAXIMUM 7 �/4" STEP ON THE EXTERIOR SIDE FROM TOP OF THE THRESHOLD TO A MINIMUM 36" DEEP LANDING ON THE EXTERIOR SIDE OF THE DOOR. PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING, PER R311.3.1 OTHER EXTERIOR DOORS MAY HAVE A MAXIMUM (2) 7 �/4" STEPS TO A MIN. 36" DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE 2015 W.S.E.G. TABLE R402.1.1 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."i SQUARE FEET. MINIMUM NET CLEAR OPERABLE WIDTH OF 20" AND A MINIMUM NET CLEAR OPENING HEIGHT OF 24", MAXIMUM SILL HEIGHT OF 44" MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING. OPERABLE WINDOWS WITH A SILL OF MORE THAN "I2" ABOVE FINISHED THE GRADE OR SURFACE BELOW, TO BE A MINIMUM OF 24" ABOVE ADJACENT FINISHED FLOOR. SAFETY GLAZING LOGATI ONS PER 2018 IRG SECTION R308.4 R308.4.1 GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BI-FOLD DOORS. R308.4.2 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR � THE GLAZING IS EITHER WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION OR ON A WALL LESS THAN I80 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED POSITION � WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. R308.4.3 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: I . THE EXPOSED AREA OF AN INDIVIDUAL PANEL I S LARGER THAN Q SQUARE FEET; 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE FLOOR; 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR; AND 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. R308.4.4 GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN -FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. R308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR PAGING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. R308.4.6 GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING I S LESS THAN 36 INCHES (al4 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS. R08.4.7 GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60" HORIZONTAL ARG LE55 THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING. FOR EXCEPTIONS SEE IRG SECTION R308.4 APPROVED BY PLANNING ��t i� Jul 27 2021 SHEET INDEX Work NEW SFR ---------------------------------------------------- Address 20118 863RD AVE W (LOT 2) Owner RYKER YOUNG Approved Date 8/04/2021 Building Official � �__ _ w. li v�a�c Permit Number' BLD2021-0259 SHEET # DESCRIPTION A R G �--F I T� G T U R A 1- AO SITE PLAN A I GO�ERSHEET A2 SCHEDULE SHEET A3 DETAIL SHEET A4 FOUNDATION PLAN � MA I N FLOOR FRAMING PLAN A5 MAIN FLOOR PLAN � UPPER FLOOR FRAMING PLAN A6 UPPER FLOOR PLAN � ROOF FRAMING PLAN �� EXTERIOR ELEVATIONS AS EXTERIOR ELEVATIONS A� BUILDING SECTIONS � TRU G TU RA 1- S I LATERAL -SHEAR WALLS, HARDWARE � SCHEDULE 52 LATERAL -FRAMING PLANS � STRUCTURAL NOTES 52 LATERAL -DETAILS FROM ENGINEER RECEIVED Jul 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT p � - w� N �Z �= N u~iz U � a \ � w� �3 m �Q w� O �Q (n �� W}� Z} H W w F-O UZOOJ WUO WwaQa(n (N/7U�K} HZJO}Z-�tnw� ow�ma��zN� U� W O Z �� (n Jw W � j�U O W W !n W OO a�2aUwz �� O~Fz�=�Uzzw F-�-pH�Zaw �Ow=��wzNz � Z ��Z_� � �� oo=a-aZ �J}Uj�H� W'N�- wO�awo��oaw� w�mO�w °w��w W a� W Q� �� W= J= � U a (n O� UHF a � Z~ J=W Ul=O o��z¢¢�� =�z xo�o �W�awpZUwzZ� z=cna�ooQmoa� w = ��Uw=o�00�wU coax~Wa��o�� o_zwF-3�>wwwaa o � � o �� U W �� W � �r;� � _ H z N � � o � � � O X � �� T + � U ^' LL o o �n ooao � rn in �v.o �� O �v� � � z��_ 7 L � X v Z F-I Q �� Qo N rn .-, v ___l IL O ik �� N � 6 I Q z�� QN Z ,� �� Qif� w ��_ >m m � O ry n�/I 1L O (� iI- DESIGNED BY: DATE: TROY 4/2015 DRAWN BY: DATE: JRA 6/4/IS PROJECT MANAGER: SARAH WEIGHT REVISED BY: DATE: DH 8/30/16 NK 10/24/IS JMP 03/2�i/21 LATERAL BY: DATE: ME I 2/2i/21 LATERAL JOB NUMBER: 021-1a3 ANW WOODINVILLE OFFICE JOB NUMBER: 1802�7 cn � � v, UW W S � U � �O Qz �`, i �� i � i � i �, v �� i � i � � � PRESCRIPTIVE ENERGY CODE COMPLIANCE This project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked. CLIMATE ZONE 5 AND MARINE 4 Fenestration U-Factorb Skylight U-Factorb Ceiling Wood Frame Wallg" Floor Below Grade Wall°°" Slabs,r R-Value &Depth R-Valuea U-Factory n/a 0.30 n/a 0.50 49 0.026 21 int 0.056 30 0.029 10/15/21 int + 5TB 0.042 10, 2 ft n/a For single rafter- orjoist-vaulted ceilings, the insulation maybe reduced to R-38. Table R402.1.1 footnotes included on SheetA1. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑1. Small Dwelling Unit: 3.0 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. 02. Medium Dwelling Unit: 6.0 points All dwelling units that are not included in #1 or #3. �3. Large Dwelling Unit: 7.0 points Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Additions less than 500 square feet: 1.5 credits ENERGY CREDIT SUMMARY TABLES Heating Options Fuel Normalization Descriptions Credits 1 Combustion heating minimum NAECA 0.0 2 Heat pump 1.0 ❑� 3 Electric resistance heat only -furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 ❑ 5 All other heating systems -1.0 ❑ Energy Options Energy Credit Option Descriptions Credits 1.1 Efficient Building Envelope 0.5 ❑ 1.2 Efficient Building Envelope 1.0 ❑ 1.3 Efficient Building Envelope 0.5 ❑� 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑� 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.1 High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.3 High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 ❑� 3.6 High Efficiency HVAC 2.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System 1.0 ❑ 5.1 Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating 2.5 ❑� 6.1 Renewable Electric Energy (3 credits max) I 1 '*1200 kwh ❑ 7.1 Appliance Package 0.5 ❑ Total Credits 6.0 SIMPLE HEATING SYSTEM SIZE This heating system sizing is based on the Prescriptive Requirements of the 2018 Washington State Energy Code. This is for heating only. ACCA procedures for sizing cooling systems should be used to determing cooling. Indoor Design Temperature 70 Outdoor Design Temperature 24 Design Temperature Difference Indoor -Outdoor Design Temp 46 Conditioned Floor Area 3226 Conditioned Volume 26600 Glazing Sum of UA from Glazing Schedule 171.0 Attic U-Factor X Area = UA R�9 0.026 2014 52.36 Other: Single Rafter or Joist Vaulted Ceilings U-Factor X Area = UA R-38 0.027 Other: Above Grade Walls U-Factor X Area = UA R-21 + R-10 HEADERS 0.056 3582 200.59 Other: Floors U-Factor X Area = UA R-30 0.029 2036 59.04 Other: Below Grade Walls U-Factor X Area = UA R-21 Interior 0.042 R-10 Continuous exterior 0.064 Other: Slab Below Grade F-factor X Length = UA R-5 Thermal brk sl edge 0.57 Other: Slab on Grade F-factor X Length = UA R-10 2' perimeter 0.54 R-10 Fully insulated 0.36 Other: Sum of UA 482.98 Envelope Heat Load 22217 Btu /Hour Sum of UA X Design Temperature Difference Air Leakage Heat Load 13215 Btu /Hour ((Volume X 0.6) X Design Outdoor Temp) X .018)) Building Design Heat Load 35432 Btu /Hour Air Leakage +Envelope Heat Loss Building and Duct Heat Load 1.1 38975 Btu /Hour Use 1.1 if ducts are located in unconditioned space: Sum of Building Heat Loss X 1.1 Use 1 if ducts are located in conditioned space: Sumof Building Heat Loss X 1 Maximum Heat Equipment Output 1.4 54565 Btu /Hour Use 1.4 for forced air furnace: Building &Duct Heat Loss x 1.4 Use 1.25 for heat pump: Building &Duct Heat Loss x 1.25 VAPOR RETARDER FLOOR � 4 MIL POLY � FACE STAPLED BACKED BATTS � PLYWOOD W/ EXT. GLUE WALL � 4 MIL POLY � FACE STAPLED BACKED BATTS �X CLASS 2 PVA PRIMER RIM JOIST � 4 MIL POLY �X FACE STAPLED BACKED BATTS � CLASS 2 PVA PRIMER CEILING �4 MIL POLY � FACE STAPLED BACKED BATTS �X CLASS 2 PVA PRIMER BASE PVA PRIMER Tans to use Benjamin Moor Super latex vapor barrier primer sealer 260, class II, rated at .5 perms. rhis product is convenient, inexpensive and meets the code requirement for a class II vapor retarder ALTERNATE PVA PRIMERS (to be chosesn by builder if necessary) DIRECT PAINT SALES WASHINGTON PRO -GYP PERM PRIME SHERWIN WILLIAMS INTERIOR LATEX PRIMER/FINISH MOISTURE VAPOR BARRIER RODDA PAINT VAPOR SHIELD BENJAMIN MOORE SUPER SPEC LATEX VAPOR BARRIER PRIMER SEALER 260 PSI PRIME -PERM VAPOR BARRIER FOUNDATION VENTILATION Crawlspace Area: 1405 s.f. Ventilation Required: 1405 s.f. / 300 = 674.4 s.i. Req'd Use: 14" x 7" Foundation Vents Vent Area = 98 s.i. - 25% reduct.,1/4"mesh = 73.5 s.i. Vents Required = 674.4 s.i. /Vent Area = 9.18 s.i. Provide : 10 14" x 7" Vents, Area = 735 s.i. Ventilation Provided = 735.00 s.i. is Greater than 674.4 s.i. Req'd Use: 10 14" x 7" Foundation Vents * FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS * INSTALL 6 MIL BLACK POLYETHYLENE VAPOR RETARDER GROUND COVER * REQUIRED OPENINGS SHALL BE EVENLY PLACED TO PROVIDE CROSS VENTILATION, EXCEPT ONE SIDE OF THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTS. WINDOW, SKYLIGHT &DOOR SCHEDULE CONDITIONED FLOOR AREA: 3226 SUM OF UA FOR HEATING SYSTEM SIZING: 171.0 SUM OF ALL GLAZING AREAS FROM BELOW: 747 EXEMPT DOOR AND WINDOW ROOM U-VAL QTY WIDTH HEIGHT AREA UA GARAGE EXEMPT SWING DR (24 S.F. MAX) 0.46 1 2.67 6.67 17.81 8.19 EXEMPT WINDOW (15 S.F. MAX) 0.00 0.00 SUM OF AREA AND UA FOR HEATING SYSTEM SIZE ONLY: 17.8 8.2 EXTERIOR DOORS (OPAQUE) ROOM TYPE DESCRIPTION U-VAL QTY WIDTH HEIGHT AREA UA FOYER DOOR 0.46 1 3.00 8.00 24.00 11.04 DOOR 0.00 0.00 DOOR 0.00 0.00 SUM OF AREA AND UA: 24.0 11.0 AREA WEIGHTED U = UA/AREA: 0.46 VERTICAL GLAZING ROOM TYPE DESCRIPTION U-VAL QTY WIDTH HEIGHT AREA UA FOYER PICTURE 0.20 2 1.50 6.00 18.00 3.60 FOYER PICTURE 0.20 2 1.50 1.50 4.50 0.90 FOYER PICTURE 0.20 2 1.50 2.50 7.50 1.50 FOYER PICTURE 0.20 1 3.00 2.50 7.50 1.50 DEN CASE 0.20 4 2.50 6.00 60.00 12.00 DEN PICTURE 0.20 4 2.50 1.50 15.00 3.00 DEN PICTURE 0.20 4 2.50 2.50 25.00 5.00 GREAT RM PICTURE 0.20 2 2.50 6.00 30.00 6.00 GREAT RM PICTURE 0.20 2 2.50 1.50 7.50 1.50 GREAT RM S.G.D. 0.20 1 8.00 8.00 64.00 12.80 DINING S.G.D. 0.20 1 8.00 8.00 64.00 12.80 DINING PICTURE 0.20 4 2.50 6.00 60.00 12.00 DINING PICTURE 0.20 4 2.50 1.50 15.00 3.00 DINING PICTURE 0.20 1 5.00 6.00 30.00 6.00 DINING PICTURE 0.20 1 5.00 1.50 7.50 1.50 KITCHEN SLIDER 0.20 1 5.00 4.50 22.50 4.50 o.00 o.00 FOYER PICTURE 0.20 3 5.00 1.50 22.50 4.50 STAIR PICTURE 0.20 1 5.00 1.50 7.50 1.50 STAIR PICTURE 0.20 1 2.50 3.00 7.50 1.50 STAIR PICTURE 0.20 2 2.50 4.50 22.50 4.50 BEDRM 4 SLIDER 0.20 1 5.00 4.50 22.50 4.50 MSTR BR CASE 0.20 2 2.50 4.50 22.50 4.50 MSTR BR PICTURE 0.20 1 8.00 4.50 36.00 7.20 M BATH PICTURE 0.20 1 2.50 4.50 11.25 2.25 M BATH CASE 0.20 2 2.50 4.50 22.50 4.50 M BATH PICTURE 0.20 3 2.50 1.50 11.25 2.25 BEDRM 2 SLIDER 0.20 1 5.00 4.50 22.50 4.50 LAUNDRY CASE 0.20 1 2.50 4.50 11.25 2.25 BEDRM 3 SLIDER 0.20 1 5.00 4.50 22.50 4.50 BONUS PICTURE 0.20 1 5.00 4.50 22.50 4.50 BONUS CASE 0.20 2 2.50 4.50 22.50 4.50 BONUS PICTURE 0.20 2 1.50 4.50 13.50 2.70 o.00 o.00 SUM OF AREA AND UA: 738.75 147.75 AREA WEIGHTED U = UA/AREA: 0.20 OVERHEAD GLAZING ROOM TYPE U-VAL QTY WIDTH HEIGHT AREA UA M BATH SKYLIGHT 0.50 1 2.00 4.00 8.00 4.00 SKYLIGHT 0.50 0.00 0.00 SKYLIGHT 0.50 0.00 0.00 SKYLIGHT 0.50 0.00 0.00 SKYLIGHT 0.50 0.00 0.00 SKYLIGHT 0.50 0.00 0.00 SUM OF AREA AND UA: 8.00 4.00 AREA WEIGHTED U = UA/AREA: 0.50 VERTICAL GLAZING IN UNHEATED SPACES ROOM TYPE DESCRIPTION U-VAL QTY WIDTH HEIGHT AREA o.00 o.00 SUM OF VERTICAL GLAZING !N UNHEATED SPACES: 0.00 (not included in sum of all glazing above) OVERHEAD GLAZING IN UNHEATED SPACES ROOM TYPE DESCRIPTION U-VAL QTY WIDTH HEIGHT AREA SKYLIGHT 0.00 SKYLIGHT 0.00 SUM OF OVERHEAD GLAZING IN UNHEATED SPACES: 0.00 (not included in sum of all glazing above) LOCAL EXHAUST RATES WSBC AMENDMENTS TO 2018 IRC SECTION M1505 SYMBOL LOCATION MINIMUM FAN REQUIREMENTS Bath, Powder Minimum 50 cfm Intermittent, 20 cfm Continuous A (IRC TABLE M 1505.4.4(1)) O(IRC Kitchen Minimum 100 cfm Intermittent, 30 cfm Continuous TABLE M 1505.4.4(1)) B (Range hood or down draft exhaust fan rated at min.100 cfm at 0.10" WG may be used for exhaust fan requirement.) note: fans in excess of 400 cfm shall provide make-up air per IRC section M 1503.E All fans to vent to outside. All other requirements of the 2018 WSEC and the WSBC amdenments to 2018 IRC section M1505 must be met. ALARM SCHEDULE 2018 IRC SECTIONS R314 & R315 SYMBOL DESCRIPTION REQUIREMENTS Smoke *110 V interconnected w/ battery backup. SA Alarm *Installed on each floor, in each sleeping area, and outside each separate sleeping area. Installed not less than 3 ft from the door of a bath which contains a tub or shower unless this prevents placement in a required location. *Listed in accordance with UL 217 and to comply with NFPA 72. Combination *Installed on each floor, outside of each separate sleeping SA CM Smoke area in the immediate vicinity of the bedrooms, and in a Alarm & bedroom that contains a gas fireplace in the bedroom or Carbon adjacent bathroom. Monoxide *Smoke alarm requirements per above. Alarm *Combination smoke &carbon monoxide alarms listed in accordance with UL 217 & UL 2034. ROOF VENTILATION Standard Truss /Scissor Truss Roof Framing Assembly: Main Roof Roof Area :UPPER ROOF 1900 s.f. Ventilation Required: 1900 s.f. x 144 / 300 = 912 s. i. Req'd Provide between 40% & 50% of the total required ventilation no more than 3 ft below the ridge or the highest point of the space. Remainder to be installed at eave vents. Upper Roof Ventilation: AF50 Roof Jack (10" x 7") = 50.00 s.i. each. Upper Ventilation MINIMUM = 912 s.i. x 0.4 / s.i. of each vent = 8 vents Upper Ventilation MAXIMUM = 912 s.i. x 0.5 / s.i. of each vent = 9 vents Provide: 9-10"x7" roof jacks. Ventilation = 450.00 s.i. Ventilation area remainder for eave vents = 462.00 s. i. (Req'd vent. -Upper vent.) Eave Ventilation: Birdblocking: (3)2.25" dia holes per bay = 5.96 s.i. per I.f. - 25% reduction = 4.47 s.i. per I.f. Eave Ventilation Required = 462.00 s.i. / 4.47 s.i. per I.f. = 103.36 I.f. Provide Minimum : 104 I.f. birdblocking. Ventilation = 464.88 s.i. Minimum Ventilation Provided = 914.88 s.i. IS GREATER THAN : 912 s.i. Req'd ROOF VENTILATION Standard Trussl Scissor Truss Roof Framing Assembly: Den Roof Roof Area :REAR PORCH 132 s.f. Ventilation Required: 132 s.f. x 144 / 300 = 63.36 s. i. Req'd Provide between 40% & 50% of the total required ventilation no more than 3 ft below the ridge or the highest point of the space. Remainder to be installed at eave vents. Upper Roof Ventilation: AF50 Roof Jack (10" x 7") = 50.00 s.i. each. Upper Ventilation MINIMUM = 63.36 s.i. x 0.4 / s.i. of each vent = 1 vent Upper Ventilation MAXIMUM = 63.36 s.i. x 0.5 / s.i. of each vent = 1 vent Provide: 1-10"x7" roof jacks. Ventilation = 50.00 s.i. Ventilation area remainder for eave vents = 13.36 s.i. (Req'd vent. -Upper vent.) Eave Ventilation: Birdblocking: (3)2.25" dia holes per bay = 5.96 s.i. per I.f. - 25% reduction = 4.47 s.i. per I.f. Eave Ventilation Required = 13.36 s.i. / 4.47 s.i. per I.f. = 2.99 I.f. Provide Minimum : 3 I.f. birdblocking. Ventilation = 13.41 s.i. Minimum Ventilation Provided = 63.41 s.i. IS GREATER THAN : 63.36 s.i. Req'd ROOF VENTILATION Standard Truss/ Scissor Truss Roof Framing Assembly: Garage/Entry Roof Roof Area :FRONT PORCH 166 s.f. Ventilation Required: 166 s.f. x 144 / 300 = 79.68 s. i. Req'd Provide between 40% & 50% of the total required ventilation no more than 3 ft below the ridge or the highest point of the space. Remainder to be installed at eave vents. Upper Roof Ventilation: AF50 Roof Jack (10" x 7") = 50.00 s.i. each. Upper Ventilation MINIMUM = 79.68 s.i. x 0.4 / s.i. of each vent = 1 vent Upper Ventilation MAXIMUM = 79.68 s.i. x 0.5 / s.i. of each vent = 1 vent Provide: 1-10"x7" roof jacks. Ventilation = 50.00 s.i. Ventilation area remainder for eave vents = 29.68 s.i. (Req'd vent. -Upper vent.) Eave Ventilation: Birdblocking: (3)2.25" dia holes per bay = 5.96 s.i. per I.f. - 25% reduction = 4.47 s.i. per I.f. Eave Ventilation Required = 29.68 s.i. / 4.47 s.i. per I.f. = 6.64 I.f. Provide Minimum : 7 I.f. birdblocking. Ventilation = 31.29 s.i. Minimum Ventilation Provided = 81.29 s.i. IS GREATER THAN : 79.68 s.i. Req'd WHOLE -HOUSE MECHANICAL VENTILATION (PRESCRIPTIVE) WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS M1505.4.1 THROUGH M1505.4.4 (WASHINGTON STATE AMENDMENTS) ❑ WHOLE -HOUSE VENTILATION USING EXHAUST FANS (M1505.4.1.2) ❑ WHOLE -HOUSE VENTILATION USING SUPPLY FANS (M1505.4.1.3) ❑� WHOLE -HOUSE VENTILATION SYSTEM, BALANCED (M1505.4.1.4 ❑ WHOLE -HOUSE VENTILATION USING FURNACE INTEGRATED SUPPLY (M1505.4.1.5) MECHANICAL VENTILATION AIRFLOW RATE PER EQUATION 15-1 (M1505.4.3) 69.76 CFM (CONTINUOUS) VENTILATION QUALITY ADJUSTMENT PER EQUATION 15-2 (M1505.4.3.1) ❑,� BALANCED &DISTRIBUTED (1.0 COEFFICIENT) ❑ BALANCED &NOT DISTRIBUTED (1.25 COEFFICIENT) ❑ NOT BALANCED &DISTRIBUTED (1.25 COEFFICIENT ❑ NOT BALANCED &NOT DISTRIBUTED (1.5 COEFFICIENT) ADJUSTED MECHANICAL VENTILAl10N AIRFLOW RATE 69.7E CFM (CONTINUOUS) INTERMITTENT OFF OPERATION (M1505.4.3.2) RUN-TIME % IN EACH 4-HOUR SEGMENT ❑ 50 PERCENT ❑ 66 PERCEINT 0 75 PERCENT ❑ 100 PERCENT INTERMITTENT FLOW RATE 90.C88 CFM (CONTINUOUS) AIR LEAKAGE � Components of the building thermal envelope as listed in TABLE R402.4.1.1 shall be installed per many�rt�Ir�sEl ED specifications to limit air leakage rate to not exceed 5 air changes per hour (ACH) Ktt AIR LEAKAGE CALCULATION (maximum blower test CFM) CFM50-talc ACTUAL BlowedtdsOrk�! 1 maximum ACH CFM50_calc = BLDG VOL (ft3) X 5 ACH / 60 min = 2217 cfm ��, �'Tnp moo s �� ~ WU � W �� z �� w� �Q w o �� _ �a a3 o N \ � m � �a � N (/7�Ujwr�z�HwW � O U Z O O J W U O WWQQa�(/)UN�r HZJ�}z-�V1w� U�WOZdWto JL�W �j�UOww�W00 Q wa�cnz- cn� O� F Z� S H U OZ Z W �� - p F H Z Q W �°�o�o�� OOW=�cn�wzcnZ �~�� oo=¢ZQz � J } � � � � � � � - wo�aw0��oawF W� m�� w ° W~� W W W� w Q� �� w= J= �U Q�O�UH�Q� Z~ JSw V7=O W UcnJa�� z O��zQ =pip � w F a D O Z�� Z Z U z�cnawooQmoQw W= wL�OH F r�Ucn=xa�=� _ W F� O O� W U aoQ=~wa��o�� azw�3�>WaWQa N � O p V � � U w �� ` �� W � J00 H �� H N � o�� O X � �� r 1 ^' L.L oo� oo°o '" o. in � v �o v � � o H �� d' � �. �. �� z �� 7 L � X v Q H >� ¢o a N rn v J 0 �� z� (V � J„� Q z�(�' � Ul \ � l..� Q Q W �Qm m � O ry 7� O DESIGNED BY: DATE: TROY 4/2015 DRAWN BY: DATE: JR,4 6/4/15 PROJECT MANAGER: 5,4R,4H WEIGHT REVISED BY: DATE: DH 8/30/16 NK 10/24/IS JMP 05/2�i/21 LATERAL BY: DATE: ME I 2/27/2 I LATERAL JOB NUMBER: 021-1a3 A2 Aq ANW WOODINVILLE OFFICE JOB NUMBER: I SO�� cn � � v� UW W U � �O Qz FRAMING ff FOUNDATION BATT INSUL. PER PLAN FRAMING � FND. DIM. I FRAMING � FOUNDATION L DIMENSION DIMENSION 2X STUDS PER PLAN FRAMING � FOUNDATION DIMENSION 2X STUDS PER PLAN FLR. JSTS. PER PLAN PER PLAN 2x STUDS PER PLAN SHEAR WALL PER PLAN � SCHEDULE BATT INSULATION PER PLAN SHEAR WALL PER PLAN SHEAR WALL PER PLAN BATT INSULATION PER PLAN ff SCHEDULE BATT INSULATION PER PLAN SHEAR WALL PER PLAN � SCHEDULE � s �� /4 T. � G. PLYWOOD FINISH PER ELEVATION OVER � SCHEDULE A35 � 16 O.G. A35 ®16" O.G. �� FINISH PER ELEVATION � Sd SUBFLOOR, GLUED $NAILED 15 LB. BUILDING PAPER 2x STUDS PER PLAN FINISH PER ELEVATION FINISH PER ELEVATION OVER BATT INSULATION PER PLAN 15 3/4 T.G. PLYWOOD SUBFLOOR GLUED � NAILED C� FLOOR JSTS. PER PLAN OVER HOUSE WRAP OVER 6" OVER SHEATHING PER PLAN OVER 15 LB. BUILDING PAPER BATT INSULATION PER PLAN LB. BUILDING PAPER OVER SHEATHING PER PLAN 3/4" T.G. PLYWOOD SUBFLOOR O.G. SHEATHING PER PLAN I BATT INSULATION PER PLAN Z -FLASHING MUDSILL / A. BOLTS WOOD TRIM PER FOUNDATION PLAN OVER SHEATHING PER PLAN 3/4" T.G. PLYWOOD SUBFLOOR GLUED � NAILED 16d � 4" O.G. 16d � 6" O.G. OPTIONAL 4" GONG. SLAB OVER GLUED � NAILED Ibd � 4" O.G. LTP41 � ID2� O.G ADD 'Z' FLASHING `', 2x S I MPSON 30" MAX. SLAB TO GRADE 6 MIL (BLACK) V.B. OVER 6" MIN. WOOD TO SOIL 4" GRANULAR FILL Z -FLASHING SOLID BLOCKING 2x WOOD TRIM PER � BLK. ,435 U 16" O.G. U210 JST. (4) Ibd NAILS BEAM PER PLAN (I) #4 BAR GONT. MAX 6" 11 ° < ° Z -FLASHING WOOD TRIM WOOD TRIM , PLAN (OPTIONAL) � �, � �� HANGERS (3) 16d TOE -NAILS MUD -SILL � BELOW TOP OF FND. WALL II °�' ° tr ° ° " ° ° ° ° < ° OPTIONAL Ibd TOE -NAIL F R. JSTS. OPTIONAL FLR. JSTS. PER PLAN Ibd TOE -NAIL EA. SIDE 2 X 4 CLEAT I I ° II ° \ \ \ \ I ° "LL�It � 6" O.G. P�R PLAN � 6" O.G. � MUDSILL / A. BOLTS EAGH SIDE - PER BLOCK ANCHOR BOLTS X r/\\/\\/\\/\\ \ ° � MUDSILL / A. BOLTS � ° � � 0 � TIGHTLINE °Ir a PER FOUNDATION PLAN Z OO b z BOTTOM OF BEAM (2) Ibd EA. SIDE � (I) #4 BAR GONT. MAX 6" °� PER FND. PLAN OR � � � TIGHTL NE//\\//\\/ °° a I ° \\/\\/\\�\\� \ \ \ \ \ ` •II° �� / �/ �/ � � TIGHTLINE I a PER FOUNDATION PLAN � - z O O - �� ~� jll� � w � O STORM DRAIN ° ° � � ~ I (U #4 BAR GONT �Q � IF REQUIRED X � P. T. POST PER PLAN (2) SIMPSON A34 BELOW TOP OF FND. WALL STRUCTURAL NOTES � STORM DRAINS / _ - IF REG2UIRED� � �\�\�\r O Q � � \ , \ \ \ IFTREQ�IREADIN ° ° (I) #4 BAR GONT �� z X z jlll MAX. 6 BELOW � / / / i III z III MAX. 6 BELOW OD o � � � LII ° TOP OF FND WALL � z � � \\ \ �I� Z � � � _ � - Z FRAMING ANCHORS 6 MIL. BLACK V. B. � � EAGH POST Q TIGHTLINE � � z X "' \ \ ° a BITUMINOUS dJ �t DAMP -PROOFING TOP OF �t �/�\/�\/� i\/�\/�\/ / / / � /\ � o z �n � Huh ° TOP OF FND WALL �� z x�� \\ \ li - � �//� � , �o z Qz� �/\ \ • - �t = _ ,_ cv ° d z STORM � � Q / � FTC. TO FINISH GRADE �/ � \\ \\ \ ° I \\.\\,\ /\/\/\ #4 BAR VERTICAL � IS" O.G. /�\\��\\�� ° # �t = z� � �QY BITUMINOUS �� / ° • 4 BAR VERTICAL ®IS O.G. cV � `r �� z� � �Q�[ BITUMINOUS ��\ � #4 BAR VERTICAL � IS O.G. ° Q = _ � � HORIZONTAL � IS" O.G. RO cV dJ `� - ! ° ° I ° ° ° °° _ - � � DRAIN IF \ j O O � � /\\ - � REQ D //�� °a ? a �� #4 ! I I ° \\ ��, HORIZONTAL � I8" O.G. '\ � Q O oQ Q DAMPPROOFING � ° � HORIZONTAL � I8" O.G. �FI�\� ° � � O m � m DOP O °°° � � � m � BAR ® I8 _ ° \ \ I I ° p�[ _ mmz�p TOP OF FTC. �\� `> > TO FIN. GRADE °°•II 6 MIL. BLACK Y. B. Cav � TO FIN. GRADE � °°•II 6 MIL. BLACK V. B. Gj O /, II ° - � ° ° ° ° ° - - '° --- - _ � �� fn �''�?'�?'�? O.G. EAGH WAY �t `� Q� /r I �__ z N \ v � 6 MIL. BLACK V.B. _ _ _ _ � ° ILa -� � (2) #4 BAR CONTINUOUS � ° °I � � � ° ° ° 1�L ° ° ° z °II ° ° < I ° I � I I=III=III=III=1 I I � 2) #4 BAR CONTINUOUS � �- � a ° ° �° 3 GLR. ° 4 HOOK � � dl _ ° (2) #4 BAR GONTI NUOUS � (2) 4 BAR GONTI NUOUS w � � ° � - ° � , I � I , III . III—� I I , , � I �I I ' - a -a-�-a- �r-�, /� � #4 BARS 4"� PERF. FND. DRAIN w/ � 4" L 8" ° L 4" L � � ° ° � w o- m ° ° _ __ a w ° I -4 " 4" dia. PERF. FND. DRAIN w/ 4" \ \ �(2) � GONTI NUOUS g" 4" 4" HOOK � � — — — — _ _ = GONT. FILTER MEMBRANE = I .-O" SCALE I "SOCK" � � m � L 4" L 8" L 4" LI �- 4" HOOK-1 � �-- - v-='IT"'lil='-NOT OT SCALE m lY L 4" L 8" L 4" LI;= 4" HOOK.I � �-- - v-='ITI" 'IT'=' -SCALE I" = I'-O" SCALE I = I ._O �� GONT. FILTER MEMBRANE "SOCK" AROUND PIPE AROUND PIPE I 8" G�i��G� �1�D. Y�l�� 2 8" ��lD. WALL 3 8" �1�D. Y�I�LL 4 GONTI1�l000s �OOTII�G � 8" �1�]�. l�l�L� l�l/ G�1�TIL��I�i� FRAMING � FOUNDATION DIMENSION FRAMING � FOUNDATION � FRAMING � FOUNDATION � FRAMING � FOUNDATION 2X STUDS PER PLAN DIMENSION DIMENSION 2X STUDS PER PLAN 2X STUDS PER PLAN DIMENSION FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER BATT INSULATION PER PLAN FINISH PER ELEVATION OVER 2X STUDS PER PLAN APPROACH BY OTHERS I INSTALL I/2" BATT INSULATION PER PLAN G,yN,B• BATT INSULATION PER PLAN SHEAR WALL PER PLAN OVER SHEATHING PER PLAN MUDSILL / A. BOLTS 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN BATT INSULATION PER PLAN I I BATT INSULATION PER PLAN SHEARWALL PER PLAN � SCHEDULE 16d � 6" O.G. PER FOUNDATION PLAN BUILDING LINE BEYOND AND SCHEDULE BATT INSULATION PER PLAN 16d � 4" O.G. SHEAR WALL PER SCHEDULE I I 3/4" T. � G. PLYWOOD I bd � 4" O.G. SUBFLOOR GLUED � NAILED 3/4" T. � G. PLYWOOD INSTALL I/2" � DOOR: I" MAX 16d NAIL ®4" O.G. MUDSILL / A. BOLTS GARAGE SLAB A35 ®16" O.G. SUBFLOOR GLUED � NAILED G.yy.B. OR 4 MIN 3/4" T. � G. PLYWOOD SUBFLOOR PER FOUNDATION PLAN 3/4" T.G. PLYWOOD SUBFL. GLUED � NA I LED I ° ° °° ° Ibd TOE -NAILS A35 � 16 O.G. GLUED � NAILED BITUMINOUS ° ° ° a < <° ° ° < °° °d ° ° � � � 6" O.G. DAMPPROOFING BATT INSUL. PER PLAN ° ° a d °a ° ° ° � 4" GONG. SLAB TOP OF FTC. TO FIN. GRADE ° ° ° ° ° FLR. JSTS. � �� Q 4 GONG. SLAB OVER 16d TOE -NAIL �� FLR. JSTS. PER PLAN ®6" O.G. 4 4 GONG. SLAB OVER a , I � ° I i III —III —III —III ° � � �—� � �—� � �—� � �—� � � ° ° ° III PER PLAN OVE > �� OVE �- �� 6RANULAR ° ° ° ° `° °° a a a -� - I II ' r I FLR. JSTS. PER PLAN o I ° n'- z � I ° I � -IIIIIIIIIIII—III ° I I IIIIII=III I I I � I —I � I —I � I —I � I —I I ° ° III —III- `. 4 GIRANULAR FILE MUDSILL / A. BOLTS PER ° ° ° 4 FILE. ° ° ° ° ° ' I°I jl a° � ��0 � I I I � I I.I � e ° ° ° z I FOUNDATION PLAN ° I I � ° ° ° ° < II ° ° �� MUDSILL / A. BOLTS ;i I I � ° ° ° ° < ° ° STUB OUT #4 BAR x 24" ° I � I ® I8" O.G. ° a� BATT INSUL PER PLAN ° � � W I°° ° z � ° � � � I _ _ _ I II � II � I. � � � 1IIIIIIIIII I ° TURN SLAB �� I -� I II I ° ° III=III= � ° ° ° � (I) #4 BAR GONT. ° II � i _ _ _ _ _ PER FOUNDATION PLAN z d ° � ° ° II °< ° II � / —III ° it BLDG. PAPER BETWEEN II 8 JOIST � __ O p w� -I � II � I "tSbl , FLR. JSTS. PER PLAN DOWN ° ° _ - _ INTO GONT. FOOTING z ° � � MAX. 6 BELOW TOP ;�J ° � =IIIIIIIIIIIIIII=III � � � � � I ° ;J� ° � \��\�/\�/\� � (I) #4 BAR GONT. MAX. 6"III— ° ° GONG. _ v j z Qv� ° I I � I I � I _IIII ° ° <I _ OF FND WALL ° , _ ° \\r\\r\\i BELOW TOP OF FND. WALL ' ' _ ' � TOP FLANGE HANGER IIII �� =I II° ° #4 BAR VERTICAL @ IS O.G. dJ � ° •� I � � p � �zu � � � Z �' _ - �v #4 BAR VERT. I —I ' II ° X - ° � I I —III ° ° I � I� = - ° I I = c0 dJ � #4 BAR VERTICAL ®I8" O.G. I =III=III=III=III—I I I � i , � I �- - `r �� IIIIIII � II I � x _ � � #4 BAR VERTICAL � IS O.G. - � � HORIZONTAL � IS O.G. ° I ° \ /(I) #4 BAR GONT. z - BITUMINOUS DAMPPROOFING TOP OF FTC. TO TOP OF SLAB °' II ° � HORIZONTAL � IS O.G. � Q OQQ I Z Q � � � mm�p � I8 O.G. °° I I ° � � (2) #4 BARS CONTINUOUS = a •° ° °° ° I I= � HORIZONTAL � IS O.G. ; i � Z � , ° — I=1 I I=1 I I- � — ° �\ MAX. 6 BELOW TOP � /OF FND WALL I ° �f 6 MIL. BLACK V.B. z ° Ca v � # #4 HORIZ. ° I _ _ - � I; I I Ip BITUMINOUS � � 6 MIL. BLACK V. B. � 6 MIL. BLACK V. B. Ip \�\� _ \ \�/r\` �t ° ° ° 4" HOOK II ° ° � - � 'O � IS" O.G. •II 6 MIL. BLACK V.B. z �n h N � - �4 � 8 L4 � II° - DAMPPROOFING - = ° TOP OF FTC. � � II° ° � N BITUMINOUS ° °II ° � c0 "° • ° (2) #4 BAR - �t � 4" HOOK I � w ° ° I I � z ° ° TO TOP OF SLAB � `t 4" HOOK �° U� ° � ° 4" HOOK ° �� ° DAMPPROOFING � �' 3" GLR. ° ° CONTINUOUS N = ° °I ° ° �� (2) #4 BAR 4"� PERF. FND. DRAIN w/ _ _ I `� °° •a L "° (2) #4 BAR _ ° < � ° •° I TOP OF FTC. - TO TOP OF SLAB _ _ �u=l i 1= Q� �° ° CONTINUOUS 8 ° GONT. FILTER MEMBRANE 3" GLR. ° ° CONTINUOUS ° ° 3" GLR. ° ° -_ ° # (2) 4 BAR 4"� PERF. FND. DRAIN w/ � 4" � 8" � 4" I I=I � I=� I I=III=1 I—III-� I' SCALE I" = I'-O" GONT. FILTER MEMBRANE - SOCK AROUND PIPE _ � 1=III-III=III=III=I � I� III=I 14" 8" 4" � I-� � �. _ _ _ _ _ _ � I � I=I � I=I � I 4 „ „ „ CONTINUOUS 8 4 �, `r � _ - � �� I— - —1 i I-� � � 4 � 8 � 4 �-III=III=III- "SOCK" AROUND PIPE m - I -O y -1 i 1=1 11-'SCALE I"- -1 I III III 111- SCALE I= I'-O" ;,III=III=I ;III- -"'-I i I -I 11-1 I I -I' SCALE I"= I'-O" 6 fi��IS�D 8" �1�D. Y�l�� Y�l/ SL�� fi��IS�D 8" ��ll�. l�l�l.._L -JOISTS i��i� 8 T�IG�G�1�l�D SL�� ®0.�. DOOM � 8" �1�D. Y�I�L� ®G�iZ�G� IO 8" �N1�. Y�I�LL C� G�i��G� (HANDRAIL GRIP SIZE PER NOTE: SPACING BETWEEN INTERMEDIATE VARIES IRG R311.7.8.3.) GUARDRAIL MEMBERS TO BE SUCH THAT I I/4" DIA. MIN. A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING 2x6 STUD WALL, 4" CONCRETE HANDRAIL, GONT. BATT INSULATION � _ FOR FULL LENGTH HANDRAILS PER SIDING PER PLAN �� - m OF STAIR IRG R311.7.8 HOUSE WRAP ° BALUSTERS TO CONFORM OVER FLASHING FLANGE 2x STUD WALL PER PLAN ° ° � ° X TO IRG R312.1.3 o � 45 a �� `��`��`��`��`� Q � � � � "Z" FLASHING PER MANUF. SPECS. SHEATHING PER PLAN � ° v � -�� ,�_{ � � �� A35 EA SIDE OR � z 4x WINDOW HEADER _ � Q � j // \�• /\/\ \ ry Q � � � h LS"TO ON ONE SIDE cn O � l PER PLAN WINDOW PER PLAN �� 'P• "Z" FLASHING HOUSE WRAP � \\�\\�\ � ° ��VA��VA��VA��r 4 z � z } 36" MIN. STAIRWAY WIDTH �� FILL CAVITY � ��, HEADER w/ RIGID �� SCHEDULE VARIES \�\�� z � � PER IRG R311.�.1 � � !', INSULATION AS NEEDED CORROSION RESISTANT TRIM PER SHIM �' ° a V/�V/�VA/ a /i /r � � � _ [Ll BEAM - O d PER PLAN ;',j� ELEVATIONS %� � � � / ;� � J __ _ _ / SEALANT - - � Ix TRIM, EXTENDED (GALVANIZED) METAL LATH 'THICKENED SLAB � \ - � c0 10 MIN. � , ,I Ix TRIM / � � �' � �� ,� ,, I BEYOND WALL ADHERED LIGHTWEIGHT STONE /� / / / a ° EDGE OF PORCH VA�VA�VA VA�Av� �p � TREAD BELow STAIR INSTALL I/2 �� SEALANT _ _ �� I I �� Ix TRIM, EXTENDED I BEYOND WALL FINISH TRIM PER � FINISH � �� ELEVATIONS �� VENEER, STYLE PER PLAN � \/��/��/� a° ��/ �r � X G.W.B. ®CEILING � WALLS �� OPTIONAL Ix4 � - \\\\\\\ ° /� � � to ('() d SHIM AS NEEDED HOUSE WRAP WOOD TRIM 1 �� M/�- OVER WINDOW �� TYPE N MORTAR JOINT z �`/� \/�/ `- - � � (3) 2X12 STRINGERS � r � Q' F why FLASHING FLANGE o �ti 'S' \�� a �� VARIES � � �� ° FIRE BLOCKING � MID -SPAN WINDOW PER PLAN � TYPE "N" MORTAR 0 o a � a 16d � 2X4 THRUST �� BLOCK NOTE: GREATEST AND LEAST TREAD � 4 O.G. RISER SHALL NOT VARY MORE THAN 3/8" � SCHEDULE � SEATING BED (PER IRG R311.�.5.1 � R311.7.5.2) 2x6 STUD WALL, � � 4" dia. PERF. 6�� (3) Sd TOE NAIL STRINGER BATT I NSULATI ON � '� ,p 2� SIDING PER PLAN FND. DRAIN TO THRUST BLOCK SIONAL�' JOIST OR BLOCKING � FLOOR BELOW NOT TO SCALE I I �1�D . Y�l�� i='Ofi�G� 12 11�1T�� I O� STD I i� I � TYi� I GAL Y�l 11�lI�Ol�I ��l7�iz 14 TYi� I GAL Y�l 11�ll�Olnl S I L� I � �17��fiZ�]7 L I G�TY�I� I GAT ��l��iz MINIMUM 36" WIDE FELT SIDING OVER BUILDING PAPER OVER SKYLIGHT SIZE PER �� PLAN w/ 4 MIN. CURB ROOFING MATERIAL PER Spa" PLYWOOD OR O.S.B. PAPER PER PLAN SHEATHING OVER 2x STUD WALL PER PLAN FLASHING AS ELEVATION OVER FELT PAPER PER PLAN SHEATHING NAILED w/ Sd NAILS G. � SUPPORTED PANEL 28 GUAGE GALVANIZED RECOMMENDED BY 2x6 BUILT-UP EDGES 2x STUD VALLEY FLASHING, 8 �� BATT INSULATION PER PLAN MANUF. (I LAYER OF CURB INSULATION BAFFLE, NOTE: R-38 COMPRESSED PER PLAN SHEETROGK MINIMUM FROM EAGH SIDE LAMINATED GLASS c� EXTEND 12" ABV. INSUL. w/ INSULATION w/IN PER OF VALLEY CENTER LINE 26 GUAGE GALVANIZED � �� BATT INSULATION +12 -O A.F.F. / 2 PER PLAN �� I CLEAR AIRSPACE � �� 2 -O OF EXT. WALL BATT INSUL. PER PLAN COUNTER FLASHING � LAYERS TEMPERED GLASS �-12'-O" A.F.F.) VENTED 2x BLK'G w/ (3) 2" BATT INSUL. PLAN �� dia. HOLES PER 24" O.G. PER PLAN ��N• � �� (BLK'G TO TOUGH TOP PLATE) SHEAR WALL ,�O '� � � �� %'� Sd NAILS � 6" O.G. PER PLAN � SCHEDULE DRYWALL �� FELT PAPER PER PLAN ";;; (SHTG. TO BIRD BLK'G) BACKER / � � 26 GUAGE GALVANIZED FLASHING �"- =�" DRIP EDGE FLASHING ROOF STRUCTURE PER PLAN CRICKET ;;;;=="�" """"""" REQ'D PER I.R.G. R�i05.2.8.5 �, (2) 2x4 � 0 ROOFING MATERIAL � "" ROOFING MATERI AL � SHEATHING PER PLAN Ix4 BLK. TRUSS PER PLAN SHEATH I N6 PER PLAN / TRUSS BEYOND \ I FINISH PER , o: 2x4 INFILL FRAMING GONT. METAL SIMPSON HI OR H2.5 , GL I P � EAGH TRUSS ELEVATION OVER SHEAR WALL ROOF STRUCTURE PER PLAN � 2x4 NAILERS GUTTER OVER `, HOUSE WRAP PER PLAN $ � �� /s G.W.B. FASCIA BOARD OVERHANG PER PLAN PER PLAN --- L550 � 24" O.G. OVER SHEATH I N6 SCHEDULE PER PLAN --- - 2x4 SOFFIT w/ GONTIN. SHEAR ��,�® TRUSS BEYOND SCREENED VENT (lY2 WIDE) SCHEDULE " " " " � � � �� " " " " " � � —' FINISH PER ELEVATION OVER HOUSE /-� �� U . TT � BATT I�N,�� WRAP OVER SHEATHING PER PLAN vLA PER Pt�aHdtbPMPENT SOERVICES DEPARTMENT 16 TYi� I GAL GOi��I�iZ �iz�M 11�G I � �00� Y�LL�Y �L�S� 11�G 18 fiZ00� TO Y�I�LL �L�S� 11�G I � S�GYL I GAT D�T� I L 24 �L�T G� I L 11�G � �� ~ WU �z �" W� �Q �z �_ �a a3 o (V � m O �¢ v 0 (n � � w } � z } � w W H O U Z O O J W U O UWQZa�NU�> FZJO�zN�(nw� VOWOmai,�jt~JWW �jNcpjpwatna�o a�2aUwZ 0�� ~Zo��zawa �°ooao�� p'-`=�cn�`''zv'z � Z ��Z_� 0-J}�F�Fa'(n� w�maor�o3o�a�v~i �� Uza zw� w W a�� w a� �� w= J= �U Q(~l10�UHNa� ZF �=W (n=O o��zaa�� =�z =ono z�u~ia��o�~oar-' w _ �oFam ��UN=oa�=~ _ aoa=~wQ��O�� azw�3�>wawaa o v� � p U ¢�� U w �� W � J�� ao H > �U �� H N o �. � O¢� �� U oo� �� o�� n �� Zvi �vX H a � LL QO o. v J �� Z (V �o s � Q � � N \ � l..� Q Q W WQm o�� z �o �� ry n/ l� O (1 a� DESIGNED BY: DATE: TROY 4/2015 DRAWN BY: DATE: JRA 6/4/15 PROJECT MANAGER: SARAH WEIGHT REVISED BY: DATE: DH 8/30/16 NK 10/24/IS JMP 03/2Q/21 LATERAL BY: DATE: ME I 2/27/2 I LATERAL JOB NUMBER: 021-1a3 /Aq ANW WOODINVILLE OFFICE JOB NUMBER: 1802�7 A Aa � ° �° � ° . =x S I MPSON GB66 COLUMN BASE ® POSTS ABV. ° STEP FND. WALL - 11 � ,..11.. ". afl.° "° `Il „. it r DASH LINE OF _� �y POINT LOAD ABOVE, TYP. � � � °^�°� w '. p r- � Ul �`` W � U1O �� a �� RAISED STEM WALL 4x10 DF#2 ® HOUSE/PORCH � DROPPED � ` �p STEP m FND. °: S I MPSON HU212TF � — 0 I ° � DB .JSTS. N O � 5 � AB r � I � � Q S I MPSON U212 � � JOIST HANGERS � � ` DBL. JSTS. L v �, , 4x l0 DF#2 DROPPED Ou -- - - -- - -- - FLOOR ABOVE. %2" R.S. PLYWD. SOFFIT w/2" °' 4x6 GONT. SCREEN VENT � ` ° _ _ _ - ---- -- __ _POST EDGE w/ MIN. I" AIR ;, -- ■- -- -- _-- -_ - - - ■- - .y°` SPAGE BELOW R-38 �°° 4x10 DF#2 � 4x10 DF#2 - BATT INSUL. TYP. ' DROPPED � j DROPPED ° , ��, �� al ' Q4x6 --- POST --- �'; a�� --- --- � MIN. IS"x24" °°ab �`; � GRAWL SPAGE � ___ B AGGESS, INSULATE _ _ _ _ m � 8 WEATHERSTRIP '°`Q 4x6 Ll 4x6 POST POST 4x10 DF#2 4x10 DF#2 x° DROPPED DROPPED .y ` ,��, DASH LINE OF ��, WALLS ® �', SIMPSON MAIN FLOOR '�� HU212TF - k- RAISED STEM WALL _� ®HOUSE/PORGH ,� - � STEP FND. 9- WALL X � °� G 3/4" T. � G. PLYWOOD S I MPSON GB66 GLUED � NAILED. �``� COLUMN BASE STAGGER JOINTS, TYP. � POSTS ABV. __vq ° a � I a.. .� r •� i - 1 :�J i, �° �• °� ,, a� ° � � r �. :�_ � �� a'° .e .ra °�' J° r'i.°a Aa SCALE: I/4" = I'-O" ��OOi� �i��M I �lG �IOT�S I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS � CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FLOOR JOISTS TO BE 2x12 HEM -FIR #2 � I6" ON CENTER UNLESS NOTED OTHERWISE (U.N.O.) 3. ALL BEAMS � HEADERS TO BE 4x10 DF#2 U.N.O. 4. PROVIDE SOLID BLOCKING OVER SUPPORTS. 5. PROVIDE FIRE BLOGKI NG � ALL PLUMBING PENETRATIONS. 6. BEARING WALLS ARE SHADED. �. PLUMBING AND MECHANICAL FIXTURES ARE DASHED. 8. ■INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. �. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 10. SEE SHEET AI FOR ADDITIONAL NOTES. x - -- - -- - '�Ir� �� il �� ',�l �- � �� ll �� l� -� 4x10 DF#2 DROPPED -- - - -■ '� N N N � � � ��N � � � � � �� ' II � � � m °8 �� a Q a �� Q a 1 1 DASH LINE OF � KITCHEN ISLAND ABOVE - ��, --- ___- �-- ___- _- - -- -� ---- - - -c•� 4x10 DF#2 �, ' DROPPED � ' '� �, a �� ' ---- ---- ---- ---- ---- ---- J' -J I ,�, �- I� _ ___�� __�/ �, ',�I � � �� I I -- � - .� . DASH LINE OF POINT LOAD ABOVE, TYP. I6'-O" 12'-O" 12'-O" 4'-O" 8'-O" 4'-O" �. A A�i (� . � V � V �� STEP FND. � � p _ �� p WALL ' �� F3 cv cv D.S. ., ... - O •• .:,: . " . " :... - ,� •.r - � m — .J. --- - -�,�x14" SCREENED _ �p �: SIM FOUNDATION VENTS .0 *k. � 3 (10) REQUIRED I I SL�� O I �l - y.: � '"" ��. A3 A3 0�� - — .- AB �; 4�� CONCRETE OVER � ��: i::. �.i:.; . *:'..s:: O D.S. 4" GRANULAR FILL — - � STUB OUT #4 .�� 2'-O" � FI � BAR 24" � --- � - I6'-O" I8" O.G. � � 4�_O�� q.�_O�� q.�_O�� q.�_O�� Q.�_O�� 2�_O�� .0 f =-- � 1 I E I I I. I I �: ��—�� : �.. } . .ixr. Y4. ' Yxnx ,. z- roc x3 C C ' iCSIL71 . �. f, . C � � � STEP FND. 4 WALL 6 F2 AB D.S. A3 _ O� 2 � G��Y�IL A3 A3 � S�'�G� � � - N_ w I N 6 MIL. (BLACK) V.B. (V N � m I 2'-O" 2'-Ou (V d � � 4'-6" 4'-6" 4'-6" 4'-6" 4'-O" 4'-O" 6'-O" 4'-O" �I L — �.; O_ Q' LINE OF BEAM O � ABV. TYPICAL P`3 :. O D.S. O - - - � O �� O O � cSJ I �-6�� dJ dJ 2'-O" 3'-O" B'-6" , 3'-O" 3'-6" B'-6" 20'-O" i / * - -- IS"x18"xl2" DEEP a � � GONG. FTC. w/ (2) #4 A`3 � A3 B � BARS EACH WAY � AG MIN. IS x24 GRAWL SPAGE -� — _ ---------� X � p 4 ' }� I A a �I SL�� O1� GiZ�D� . LINE OF B AGGESS, INSULATE I� — � <t A3 F6 4" CONCRETE OVER 6 MIL. Aa � WEATHERSTRIP ' 4 � (BLACK) V.B. OVER TYPIGALS O r. _ C� � � 4" GRANULAR FILL, Y D.S. ._�,,, SLOPE 4" TO O.H. DOORS 'k .. FS .: � � ��.: F� p 2'-O" I'-6" 5'-O" 3'-O" 3'-6" 3'-6" +.. I'-6" .0 ,: p N �p I'-IOYs'� I'-IOYs" 12'-O" � 8'-O" I6'-3" R.O. p STUB OUT #4 ry BAR 24" ® A,3 f IS" O.G. STEP FND. Gx � WALL I_ G � G Aq N Aq ' --- �0 � ti, °a .0 - O �t SIMPSON GB66 WI COLUMN BASE Aa � POST ABV. NOTE: SEE 'S' SHEETS FOR LATERAL INFORMATION � ENGINEERING DETAILS ��M SGH�DU�� PLAN VIEW DESCRIPTION — — — — — DROPPED BEAM DESIGNATED — — — — — ON FLOOR PLANS. DROPPED BEAM DESIGNATED _______ ON FRAMING PLANS. FLUSH AND TOP FLUSH BEAM DESIGNATED ON FRAMING PLANS. UPSET BEAM DESIGNATED ON FRAMING PLANS. SOOT 11�GS ��COLUMN BASE ABV. PER I'-6" FRAMING PLAN 12'-O" FI 30x54x10 FOOTING F5 30x30x10 FOOTING #4 ®'7" O.G. (4) MIN. LONG #4 ®'i" O.G. (4) MIN. #4 ®S.a" O.G. (9) MIN. SHORT F6 42x42x12 FOOTING F2 36xabxl2 FOOTING #4 ®'i" O.G. (6) MIN. #4 ®4.2" O.G. (8) MIN. LONG #4 ®5.1" O.G. (18) MIN. SHORT F7 30x30x10 FOOTING #4 ®7" O.G. (4) MIN. F3 36x36x12 FOOTING (4) #4 EACH WAY F4 36x36x10 FOOTING #4 ®q" O.G. (4) MIN. 6" 6" I I I I'-6" • 40'-O" (OVERALL) STEP FND. WALL LINE OF �' 8 � THICKENED AB � SLAB I k� O D.S. EDGE OF SLAB . '. r::'�Y. WI Aq 20'-O" i 6�� STEP FND. � WALL COLUMN BASE ------ -� ABV. PER -��'� FRAMING PLAN •� IL I'-6" B Aq �p G cV Aq O N A �OU�ID�TIO�I �IOT�s: A�f I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS � CONDITIONS PRIOR TO CONSTRUCTION. �r 2. ALL FOOTINGS TO REST ON UNDISTURBED O � � � / � � I � � � � � � B. ALL WOOD IN CONTACT WITH CONCRETE TO SCALE: I/4" = I'-O" 4. SO �RI T, VENT � NSULATE G�IQTTLES(ERED D AREAS. Jul 07 2021 5. STEP FOUNDATION PER SITE ��ra��. NOTE: SEE 'S' SHEETS FOR 6. 1,500 P.S.F. ASSUMED SOIL � SERVICES LATERAL INFORMATION GAPAG I TY SHALL BE VERI F I ED��nLD. � ENGINEERING DETAILS 7. SEE SHEET AI FOR ADDITIONAL NOTES. u� WLU W r ''^^ Vl I �U W� �Q Z J 0 = Z _ � _ �a a3 o N �.1 ^ , , V \ m p �� Wa 0 N�Ujwr�zr�wL� H O U Z O O J W U O W W Q Q a N� U� K} HZJ�rZ-�(nW � pd�m¢��ZN� U�WOZawcn JWw � j� U O W W �_ d U 0 a�2aUwz WF� O~HZ�=�UZza H� - p H F Z Q� jO�oa��N��2 �pr`=�cn�wZ�nZ � o z ��z_ti cn �� oo=Q—QZ �J}N~F~W'N� w°mo�o�o�a�v�i w a o� a W Z� w J 3 w � W Q�� (n W =J= UO Q(nO�U�NQ� ZF �=W N=O O��z��~~o=Qz �w�awoZUwZz� z�cna�ooQmoaw w= wWor = � ��Uw=��OU�wU QOQ=~w¢��o�� dzw�3�>WaWQ¢ O � C/) � � 3 ¢�`� U W �� W � �r;� Ham_ Z N � o�¢ O ¢ � LL U ^' L.L ooa`i'o '" rn rn w�� o�vv �� Z�� Z � X U H i LL QO rn .-, v J 0 l� v ry � � I Q z�� QN o� �Ql.�� tY � _ �Qm m m � � ry O n s�— DESIGNED BY: DATE: TROY 4/2015 DRAWN BY: DATE: JRA 6/4/IS PROJECT MANAGER: SARAH WEIGHT REVISED BY: DATE: DH 8/30/16 NK 10/24/IS JMP 03/2q/21 LATERAL BY: DATE: ME I 2/2i/21 LATERAL JOB NUMBER: 021-1a3 ?�4 A�i ANW WOODINVILLE OFFICE JOB NUMBER: 1802�� N 4'-O" O.H. t� - w 2. 10'-O" 4'-O" O.H. 12 SUBFLR. � a 3 10'-� 3j4�� A.M.F. � (2)2x6 KNEE PLATE ® WALLS 12'-I" A.M.F. GIRDER - BOT. � FLOOR 8'-O" A.M.F. �� TRUSS a'-o" �1�TRY ROOD SCALE: I/4" = I'-O" 6x6 POST EGG66 GAP 6x6 P.T. POST N O 0 W W 31" DEEP FLR. TRUSS BOT. � 8'-O" A.M.F. A Aq PROVIDE SUPPORT FOR GLB I N GIRDER TRUSS SIMPSON GLTS/IS 5%8x12 GLB 24F-V4 BOTTOM FLUSH 6x6 �___ ______ ___ __ °�- _ _ POST �� I I i � � i i 'i ��-1 ____ - - I� `� T II FLOOR TRUSS Q � W ,�_- � HANGERS/CONNECTION W � �I � ;Gffi PER TRUSS MANUF. Q �;` �� O® Op J i �--- -- --- NOTE: Iq2 S.F. W cV � bG��-s r � `� �� FLOOR AREA � W - �,--. I I THIS SIDE OF Ll z ;�� _=� � Q DRAFT STOP � � NOTE: DRAFT STOPPING PER I � Uj � W Uj � W I.R.G. R302.12 � I �� W O �W O - � � -- - -- 1 �� O_ �� O_ 3�x10� GLB 24F-V4 3%bxl2 GLB DASH LINE OF O � O � 24F-VS GANT'L POINT LOAD ABV.I � cV � cV ® ONE END �\� I� I` 11► ' W NOTE: 815 S.F. N FLOOR AREA m THIS SIDE OF O DRAFT STOPI � 4x6 POST 12 WQ/ FLOOR TRUSS r ,�'lr ' _� !F I H11 - \I, ____ - _____ _ HANGERS/CONNECTION �_� ` ` ---' i i O PER TRUSS MANUF. �, .9 5�8x12 GLB -- - ----- - --. I�� I - ��-1 24F-V4 BOTT. 6x6 FLUSH �"� POST 6x6 __� POST � `--� �� 3iaxl8 GLB 24F-V4 FLUSH GIRDER FLOOR TRUSS O i� FLOOR TRUSS B I W 5%sxl3� GLB HANGERS/CONNECTION Aq , � 24F-V4 PER TRUSS MANUF. O BOTT. FLUSH 6x6 POST 6x6 - 4x6 POST / SIMPSON U612 POST BEAM HANGER MONO TRUSS �L PLATE ®DEN - � �` Y H~ � 2x6 GLNG. JSTS. � 12'-I" A.M.F. _ �Q,U � IQ Q 24" O.G. BOT. � ��M SG��l7UL� PLAN VIEW DESCRIPTION DROPPED BEAM DESIGNATED ON FLOOR PLANS. _ _ — _ _ _ DROPPED BEAM DESIGNATED ON FRAMING PLANS. FLUSH AND TOP FLUSH BEAM DESIGNATED ON FRAMING PLANS. UPSET BEAM DESIGNATED ON FLOOR ABOVE. %2" R.S. PLYWD. SOFFIT w/2" GONT. SCREEN VENT � EDGE w/ MIN. I" AIR SPACE BELOW R-38 BATT INSUL. TYP. BEAM (OI) Ibgq# LL 1114# DL ;12 DF#. ZOPPEG --�-- �� i , • • U � � 11 � • � � � • � � ,� i F � Q ti . - o a ■I1 �. �I■ NOTE: �142 S.F. FLOOR AREA THIS SIDE OF DRAFT STOP Ix4 HORIZ. INSTALL VERTICAL ®8" O.G. (4" SPAG I NG BTW.) O u. O " �0 i d1 iv F.P. O FLUE r • Q w O ,,� � Yl 3/4" T. � G. PLYWOOD O GLUED &NAILED. -� STAGGER JOINTS, TYP. B � Aq �p MONO TRUSS ��Q / # � +/- II'-5 5/8" A.1"1.F. BLK'G � WALL ABV. / Q r (MATCH EAVES) PER TRUSS MANUF. MONO TRUSS / � � � " O 2x6 HIP JACK (GJ HIP JACK (G.) / LEDGER 12a8# LL DASH LINE OF 12g8# LL � � � � � � 837# DL POINT LOAD ABV. 837# DL A3 � // � � � R GIRDER FLOOR TRUSS R r HGLBA N TYP HDR � � � ----- - ---- --------- - ----- EA. END / / PLATES ® DEN COMMON TRUSS 'A' GE I L I NG � �� ® 12 -I A.M.F. II II II q -I A.M.F. � 18 DEEP FLR. TRUSS 31 DEEP GIRDER �__ __ __ __ COMMON TRUSS 'A' - --------------------- --- - FLOOR TRUSS HIP MASTER ',4' 4 GEI ING � 1 2 - ------------------------------- L G =_= E.J==-�� ______ =====E J.=-� __ - 8'-O" A.M.F. 20'-O" LONG G Aq =_ � � fit{ - �, Aq /;��, ;; ip 31" DEEP GIRDER 31" DEEP FLR. TRUSS �� I � � I I � w� FLOOR TRUSS (2)2x6 KNEE WALLS: _ _ _��- ; �, - j; - c _ , BOT. � 8'-O" A.M.F. ' � ', ', Q LLI � � I 2x6 KNEE WALL 31 DEEP FLR. TRUSS 24"x24" COLUMN, ,� � � II I TOP � 8 -O A.M.F. TOP ®12'-I" A.M.F. � � �I �� BUILT ON SUBFLR. \ ENTRY ROOF: TOP ®12'-I" A.M.F. TRUSS BOT. CHORD ®12'-I" 6x8 DF#2 10'-O" LONG, WI 3/4" T.G. PLYWOOD A.M.F. w/ 6" TRUSS HEEL '� TOP � 12'-I" A M F � Aq GLUED � NAILED. (12'-7" A.M.F.) � . 24"x48" COLUMN, 24"x48" COLUMN, TOP � 8'-O" A.M.F. TOP ®8'-O" A.M.F. I + A _� Aa �� I I �� I � SCALE: I/4" = I'-O" NOTE: SEE 'S' SHEETS FOR LATERAL INFORMATION � ENGINEERING DETAILS NOTE: INSTALL DRAFT STOPS WHEN FLOOR AREA EXCEEDS 1000 S.F. PER SRG R302.1 I AND I RG R302.12. PROVIDE FIRE BLOCKS PER R302.1 I STAGGER JOINTS, TYP. (NOTE: SUBFLOOR LEVELS ARE THE SAME FLOOR �R�M 11�G 1�OT�S I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS � CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FLOOR JOISTS TO BE IS" DEEP, 2x4 OPEN WEB FLOOR TRUSSES � 24" ON CENTER UNLESS NOTED OTHERWISE (U.N.O.) 3. ALL BEAMS � HEADERS TO BE 4x10 DF#2 U.N.O. 4. PROVIDE SOLID BLOCKING OVER SUPPORTS. 5. PROVIDE FIRE BLOCKING � ALL PLUMBING PENETRATIONS. 6. WINDOW HEADERS � S'-O" ABOVE FINISHED FLOOR � MAIN FLOOR U.N.O. WINDOW HEADERS �'-O" ABOVE FINISHED FLOOR � UPPER FLOOR U.N.O. 7. BEARING WALLS ARE SHADED. S. PLUMBING AND MECHANICAL FIXTURES ARE DASHED. q. ■ I ND I GATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 10. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. II. SEE SHEET AI FOR ADDITIONAL NOTES. tt g B �a 4'-O" 8'-O" LINE OF WALL ABV t �� SAFETY GLASS REQUIRED IN i HAZARDOUS LOCATIONS PER IRC R308.4 i � � � � � � � � � � � � � � � � � �� 12'-O" 4'-O" 6'-O" 6'-O" p` 5 Y2" Aa LINE OF WALL ABV. — — — � . . .. . �: 266° PIG 5°6° PIG O � 2616 PIG & 5°16 PIG I .. cV cV . � DN. TO 266° PIG GRADE . � 2616 PIG � � POSTS PER w/ S.G. � � 266° PIG to FRAMING � � � � 2616 PIG PLAN, TYP. :.4 � . � '• � � .: O COVERED .. OUTl700R � � .... '�. � �. I71�11�1G " L I Y I I `�G � � HARDWOOD ., .... � . 8°8° S.G.D. ' CONCRETE � . , . � w/ S.G. � � 2'-O" 2 �_O ��.. � � 6'-O" . � � � �� 6'-0" � � � 2'-O" 12'-O" 8°8° S.G.D. � . .. �� w/ S.G. .. . , .. 266° PIG b o 12'-O" .t • � LINE OF , WALL ABV. ------ 54 ----� o b H/G I H B SLDR X� O O o O� I -6 4 -O 4 -O 2 -6 ;?I � 2616 PIG 2 66 b I G � 266° PIG SOFFIT DN. '>� � B � 2 I PIG � 2616 PIG CEILING 6 � �, � � ® I -__ w/ S.G. w/ S.G. AROUND � � � ISLAND, 5'xq' � ;' > 36" GOOK � INSTALL 36" WIDE `� i %� �, TOP w/ I ®� D I REGT VENT GAS 2x4 KNEE � HOOD VENT I � _ FIREPLACE PER - WALL BELOW ;, � � `.'; V.T.O. I _ -- � �� MANUF. SPECS. O, � � ;,� �, �=� � � �� II " GR��T ROOM — 48"xq6" PREP. ` � j ; K I TG�-4�1�1 � II ISLAND ®36" '' ' #HARDWOOD �� II HARDWOOD A.F.F. ,;`� �� _ J / /30 2x6 KNEE O' �� OVEN WALL BELOW � 2'-O" /M I GRO '-10" 4'-8" 3'-8" i'-10" 2'-O" 4'-O" 6'-O" 6'-O" 2'-O" (2)266° GAS � (2)2616 PIG w/ (2)2626 PIG ABV u� 42" REFER. :0 2x6 2x6 WALL �+. T 348° (', r , ,>,,, G.O. � N f ;,% MUDW �'% ---------- (V 1� � _ - _ O SOFFIT DN. - �� <' �� -� > < RM 2468 PDR pA I- t'�N�Y ? 0 � � TO 8'-O" A.M.F. '� TILE HARDWOOD Q ;X f _ A - 0 36" GUARD �� gE D H P I 8!� � >'�`% � 5 SHELVES 2x6 WALL S.G. w.G. ON CURB 2 DN. ®° TIGHT FITTING, I-3/8" THICK (MIN.) HEAT PUMP i o q s 7 6 s 4 s 2 i 12 o FLR. ABV. I ,4g � ___ - SOLID GORE WOOD DOOR OUTDOOR UNIT I RISE _ � Y2 UP 17 R. -� PLATFORM � IS" ABV. SLAB. AIR HANDLER UNIT +�� a.5 TREADS = 10" � Heat detector II IZ Is 14 1 1s 116 266b I—I�1,,4 F,l `� Section 2018 R314.2.1 T-1� I � I I � � Is.a. c m p . � � �r �� WATER HEATER: m I m i O • • ,� I I I WALL ABV. FLR. ABV. — — — — — — 4" dia. STEEL BOLLARD � NAVIEN NPE-240A TANKLESS WATER HEATER; EF = O.aS; W/ OUTDOOR COMBUSTION POSTS PER FRAMING - —PLAN, TYP. `� - 2x6 WALL � MIN. IS"x24" H I AIR � EXHAUST f O CRAWL SPACE ACCESS, INSULATE c � 45° I m OPEN TO ABV. �/ �O I �R � A A 2-Gl:R ��Rl:�� -' O � WEATHERSTRIP HARDWOOD � �6'-O" � —4" CONCRETE � - 2x6 STUDS 16" O.G. TYP. 8'-6" 3'-6" 4'-O" 4'-O" 14'-O" � GARAGE � - 288° F.D. d � 3°8 s.G. I p � � . G,4R,4GE NOTE: I w/ S.G. � � w/ 3°26 I LINE OF �� INSTALL Y2" G.W.B. � I CEILING ® ry S.G. PIG ABV. S,G, WALL ABV. WALLS &POSTS. I 5/8" TYPE 'X' G.W.B. � I LINE OF 12'- I " ��AII.M.F. � GE I L I NGS &BEAMS. WALL ABV. A3 CARPET ' ,� I � `o ° ° TYP SILL to � �`', � � , -, > .. � I 16 S O.H. ,1666 PIG �� 1616 P1G.; I m 1 GARAGE DOOR I H/G L <�;w/ 1626 PIG ABV. H.B. ,_ , 1, (2)266° GAS � �EDGE� OF � � ��' _ EDGE OF �1�TRY �� z � (2)2616 PIG '�' � ' 4" GONG. <;z 4� ; > � ;PORCH SLAB �� >'� '<' PORCH SLAB �< � � � - b b ' �, �; �;v v �LIN� OF <� r'� GEIL.ING /� _ w/ (2)2 2 m � � <� DN. TO ,'(2)2x6 KNEE � 8 -O A.M F PIG ABV. ;GRADE <`.W?�LLS ABV.' 'r',> LINE OF (2)2x6 O - LINE OF CEILING KNEE WALLS ABV. � `� - BOT. � S'-O" A.M.F. m � � cV LIGHT � BEAM ,ABV., FIXTURE 24"x48" COLUMN, � �� -LIGHT WI I'-6" TOP ®8'-O" A.M.F. I -6 6 6 I -6 FIXTURE Aq SOFFIT DN. GLNG. ^4'-O" 4'-O" 10'-O" 10'-O" TO MATCH EAVES 12'-O" (+/- I I'-5 sj8�� A.M.F.) � 8'-O" 20'-O" ` � ' 40'-O" (OVERALL) 6" FLOOR fi�L�l� �IOT�S: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS � CONDITIONS PRIOR TO CONSTRUCTION. 2. WINDOWS � DOORS ARE SHOWN � NOTED AS NOMINAL SIZES. 3. EXTERIOR WALLS TO BE 2x6 STUDS � 16" O.G. U.N.O. 4. SOFFIT DOWN AREAS ARE SHADED. 5. ■ I ND I GATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 6. PROVIDE A VENTED WINDOW IN EACH HABITABLE ROOM THE FOLLOWING ARE NOT CONSIDERED HABITABLE ROOMS: BATHROOMS, TOILET ROOMS, CLOSETS, HALLS, STORAGE OR UTILITY SPACES AND SIMILAR. 7. SEE SHEET A I FOR ADDITIONAL NOTES. S. SEE SHEET A2 FOR VENTILATION AND ALARM SCHEDULES. MAIN fiLOOR PLAN SCALE: I/4" = I'-O" NOTE: SEE 'S' SHEETS FOR LATERAL INFORMATION � ENGINEERING DETAILS PROVIDE STAIRWAY ILLUMINATION PER IRC R303.�i � R303.8 �� 0 i " G O Aq �t - �0 �0 �0 N 24"x24" COLUMN, TOP � 8'-O" A.M.F. ADHERED LIGHTWEIGHT STONE VENEER RAILING TO WITHSTAND 50# PLF AND 200# CONCENTRATED LOAD. PICKETS SPACED TO NOT ALLOW A 4" dia. SPHERE TO PASS THROUGH �R�� suMM�RY MAIN FLOOR: UPPER FLOOR: I .F. TOTAL HEATED AREA: iTY ��.F. GARAGE AREA: DePAr�T'°��TS F COVERED AREA: 250 S.F. o� wv w� ~ Ul I �U w� �Q rZ �� it va a3 o - (V � N \ m p E� �a 0 H O� U Z O O J W U O wwaaaNVNiv��r HZJ��Z-�(nw� oa�ma��z:n� U�I,.IOZaWN Jww �U�VOwa�d00 Q�xac~iwz o�� O~ F Z O= H U Z 2 a H N - O� F Z Q W �OUOwap�� O� ��= w Z N Z �~r� oo=QZ¢z �J}ujH�F�(n�- W�mo��oma�c~i� w� U f a Z w~ w � V O Q N O� U H N Q� ZF J=w Vl=O w UN�QFH =Nz O��z� 2p�p Z� (n a � O p� H � Q U x �oFam � w = ��Uwx �O��wc=i aoa=�wa��o�� dzw�3�>wawQa � O v � � �� U W �� W � ��Fw- � oo H z N DC � H Q �� O X � U o o �n o o ao ~°�`� �� O �� Z �� jvX H >� QO N .�-i rn .-, v J IL O ik �� N � 6 I Q z�� QN Z ,� �� Qif� w c��= >m m � O ry n�/I 1L O (� iI— DESIGNED BY: DATE: TROY 4/2015 DRAWN BY: DATE: JRA 6/4/IS PROJECT MANAGER: SARAH WEIGHT REVISED BY: DATE: DH 8/30/16 NK 10/24/IS JMP 03/2°i/21 LATERAL BY: DATE: ME I 2/2i/21 LATERAL JOB NUMBER: 021-Iq3 AS A�i ANW WOODINVILLE OFFICE JOB NUMBER: 1802rt7 2'-O" O.H. TYP. u.N.o. A Aq PLATE ®UPPER PLATE ®MSTR BATH ® 20'-8 �/4" A.M.F. �tl 4'-O" O.H. N W W PLATE � - 12'-I" A.M.F. BOT. � - 8'-O" A.M.F. 10'-O" 4'-O" O.H. 12 SUBFLR. � a 3 10'-7 3/4° A.M.F. �(2)2xb KNEE WALLS GIRDER - FLOOR �� TRU55 Q'-O" i� ��TizY i�00� I � � � � � � � � �r `J SCALE: I/4" = I'-O" ' W W W W W W W � � I E.J. --- --- E.J. PLATE � UPPER W W II 4x10 DF#2 1 E•..I. � N E.J. A3 ®IS'-8 3/4" A.M.F. D.S. E.J.'" - aL — aL � --- -- '�`iov rii PUS � � Q d E.J. z � �c� ��Q , E.J. � gym/ -- -- -- -- - _._. PLATE ®ENTRY 1�4 c'� i i � i i � � w I >u `� � � w w u; .y��o ® 12 -I A.M.F. w/ -- -- -- b" TRUSS HEEL E.J. 'A' bx8 DF#2 10'-O" LONG E.J. 'A' (12'-7" A.M.F.) TOP ® 12'-I" A.M.F. � BOTTOM CHORD OF � � Q Q � d I TRUSSES ®SUBFLOOR i�00� �fi��M 11�G 1�OT�S : � � � � � � � HEIGHT (10'-7 �/4" A.M.F.) I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS � u-i W W W W 11.I CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS � HEADERS TO BE 4x10 DF#2 U.N.O. 3. PROVIDE VENTED BLOCKING OVER SUPPORTS. 4. BEARING WALLS ARE SHADED. 4'-O" O.H. 5. WINDOW HEADERS ®8'-O" ABOVE FINISHED FLOOR ® A MAIN FLOOR U.N.O. WINDOW HEADERS � 7'-O" ABOVE Aq WI FINISHED FLOOR � UPPER FLOOR U.N.O. ,qq b. ALL TRUSSES: � SHALL CARRY MANUFACTURER'S STAMP. � SHALL BE INSTALLED � BRACED TO MANUFACTURERS SPEC I F I GATI ONS. � SHALL HAVE DESIGN DETAILS � DRAWINGS ON SITE /�` � I FOR FRAMING INSPECTION. � � � � �'� I v I I I� I � SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERS SCALE: I/4" = I'-O" CALCULATIONS. � TRUSS HANGERS SHALL BE SPEC I F I ED BY THE TRUSS ENGINEER. NOTE: SEE 'S' SHEETS FOR �. ■ I ND I GATES POINT LOAD SUPPORTED BY (2) STUDS, LATERAL INFORMATION U.N.O. � ENGINEERING DETAILS 8. INSTALL SHEAR WALLS � /OR BLOCKING I N ROOF STRUCTURE BEFORE INSTALLING FINISH ROOFING. a. SEE SHEET AI FOR ADDITIONAL NOTES. 10. SEE SHEET A2 FOR ROOF VENTILATION GALGULATION(S). 31" DEEP FLR. TRUSS BOT. � 8'-O" A.M.F. ��M SG��]�U�� PLAN 1(IEW DESCRIPTION - - DROPPED BEAM DESIGNATED ON FLOOR PLANS. ___—___ DROPPED BEAM DESIGNATED ON FRAMING PLANS. FLUSH AND TOP FLUSH BEAM DESIGNATED ON FRAMING PLANS. UPSET BEAM DESIGNATED ON FRAMING PLANS. SAFETY GLASS REQUIRED IN HAZARDOUS LOCATIONS PER IRC R308.4 I b'-O" 12'-O" 12'-O" 2'-O" 6'-O" 8'-O" 6'-O" b'-O" 6'-O" b'-O" A Aai s y2" � 2646 GAS 2646 GAS • w/ OBSCURE 2646 w/ OBSCURE _ GLASS PIG GLA55 _ � O 2646 O cV GAS 8°46 PIG cV (3)2616 PIG ABV. 0 30"xb0" ® - - O ' (EGRESS) O I TOBAKING � � -O N 2646 � G �_ -- VANITY 5046 2°68 MJT� O SLDR GAS 2x4 � 2xb L.��T� A WALL L� � TILE ® � (EGRESS) O 2068 ® �' � a m 2xb 2xb m 2x4 � 2xb MST LJ�Dfi�M --T ' -_ WALL �_ �� GARPET • W.G. 34ai° G.O. - � i� ��Di�M 2 � � �_� � _ � \ / ,,, GARPET O _ ' COS I I �'}� � _ 4°2° SKYLIGHT O � � � A 2468 6 8 I � �36"xb0" � O w/ LAM. GLASS � � s.a. 2 b � SHOWER cV � NOTE: SHOWER � �� PKT. PKT. T.— � -- SEAT INSTALLATION Is a PER MANUF. SPECS. i u i u i u i u i u G i u 8 -O 4 -O 4 -O 3 -O 3 -O 6 -O 4'-O" 8'-O" � - I MIN.22"x30" - � � � O � I IAI ATTIC ACCESS, �, � � r - cv '� � Uj I r � I G I NSULATE � �t cv cv � � "".I GARPET WEATHERSTRIP _ o I o R.� s. ,� II � II o O m I m �' I I� O I/\ I II � p R. � s. cv ' ,� � � I Y�l I G I `� � I Q � II GARPET II � � IL �I �t 6 s------- - - - - - - � R. � S. � I� 26 - �_ V.T.O. O I.L 1L � �, W. _ O I O .o .o o;- D. � O W I Z N 8'-O" cV 4'-O" 4'-O"� 2'-O" 4'-O" 4'-O" 2'-O" 4'-O" GO 8'-O" z �, A II II AA ��II O � L� o � ��i4o�o �l"�LL Is.a. c,m. O �. 2868 LI"tUl�l�. 2646 O 45 �. G.O. GARPET �t VINYL GAS N Y � \� 45° � � (2)2x4 � 4 8 v .0 � (EGRESS) WALLS � 2 b 2�_O�� iv ry � WHOLE HOUSE FAN cV 5°46 QQ AA w/ AUTO TIMER � _ SLDR �EDfi�M 4 Ll': 2 MANUAL OVERRIDE O GARPET � �j ,� VINYL - � O O d � �� ?` N � �� 5046 � � s.a. � � ®� ® � ®®® GARPET SLDR O x 30"xb0" ' 2668 � TUB/SHOWER � � � R. � S. s.a. (EGRESS) cV �. � 14 -_ �-<- I A3 io q s 7 6 s 4 s 2 Q� �� 40-�o II p TYP SILL O -' �- G.O. 2668 � � N I i � - 6 6 RISE = 7 Y2" � O LINEN � '� "t I r �I G � � m 2 `�' TREADS = 10 ° � <t Is.a. c.m. � �'�, � II GARPET 2668 - cv PIG 36" GUARD - � i ON CURB m�� A y� �� I y� �� I � f�IV IV � � �2 �� 4 �� 16 �? 12 - GARPET FURNACE � - B - A3 � 2868 W.H. FLUE `� Aq g � 2646 3'-10" 4'-2" 4'-O" � 8'-O" 4'-O" 4'-O" � 12'-O" Aa � PIG DN. I� R. BEAM ABV. 263° 5°I6 PIG 36" GUARD .0 I PIG m I s Y2" O, � of �I � �I �I >L O w z .o � m I \- LINE OF ROOF BELOW G Aq 8'-O" 12'-O" 5°I6 PIG � O�� I � � TO BELOW '� (2)5°I6 PIG I � STACKED I m 5 Y�" � ' LINE OF ROOF BELOW 4'-O" 4'-O" 4'-O" 8'-O" x N O SOFFIT DN. TO BOT. OF BEAM _ _-- O � - %1646 �' >, PIG � (V �� 2646 � a I � GAS _ i � �� I SCALE: I/4" = I'-O" NOTE: SEE 'S' SHEETS FOR PROVIDE STAIRWAY LATERAL INFORMATION ILLUMINATION PER IRC � ENGINEERING DETAILS R303.-i � R303.8 4'-O" �O�IUS � _ GARPET m FLASHING SOFFIT DN. I8 TO BOT. OF d� BEAM I646 � `/` � .PIG ' � � <� N 5046 .� 2646 PIG GAS 1!1 G — � Aa s Y2" I L L- 1 ' LINE OF ROOF BELOW <® • 20'-O" RAILING TO WITHSTAND 50# PLF AND 200# CONCENTRATED LOAD. PICKETS SPACED TO NOT ALLOW A 4" dia. SPHERE TO PASS THROUGH �LOOi� i�L�l� 1�OT�S: I . CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS � CONDITIONS PRIOR TO CONSTRUCTION. 2. WINDOWS � DOORS ARE SHOWN � NOTED As NOMINAL SIZES. 3. EXTERIOR WALLS TO BE 2xb STUDS � I b" O.G. U.N.O. 4. SOFFIT DOWN AREAS ARE SHADED. 5. ■ INDICATES POINT LOAD SUPPORTED R�)C E I V E D U.N.O. b. PROVIDE A VENTED WINDOW IN EACH HABITABLE ROOM. THE FOLLOWING ARE NOT CONSIDERED HABll�pl�.� 2021 ROOMS: BATHROOMS, TOILET ROOMS, GLOS��d � Eh-r�v(ces STORAGE OR UTILITY SPACES AND SIMILAR DEPARTMENT �. SEE SHEET AI FOR ADDITIONAL NOTES. 8. SEE SHEET A2 FOR VENTILATION AND ALARM SCHEDULES. u� WLU '1' r ~— (nI �U W� �Q Z J 0 �Z �_ �a a3 o N �.1 N \ m p �� Wa 0 N�Uiwr�zr�ww H O U Z O O J W U O W W Q Q a N� U� K} HZJ�rZ-�(nW � U�wOZawci JWw � j� U U W w� d U 0 a�2aUwz WF� O~HZ�=�UZza ��-o��zQ� �oo�ao�r��? o0�=�U'�wzNz � o z ��z_ti cn �� Oo=Q-Qz � J � N � F � � N � - wo�awo��oaw� m0� O �cn w a o� a W z� w J 3 to m��o��w=J� UZFQ(n J=W~N=O O��z��~~o=Qz _ � z�c~na000�~oao _ �oFam w ��Uw=��OU�wU QOQ=~w¢��o�� dzw�3�>WaWQ¢ O � C/) � � 3 ¢�`� U W �� W � �r;� � _ H Z N � �.�..�¢ O ¢ � LL U oo� w�.� �o�vv �� z�� Z � X U H i LL Q O N rn -, v J 0 l� v ry � � I Q z�� QN o� �Ql.�� tY � _ �Qm m m � � ry O n s�— DESIGNED BY: DATE: TROY 4/2015 DRAWN BY: DATE: JRA b/4/IS PROJECT MANAGER: SARAH WEIGHT REVISED BY: DATE: DH 8/30/16 NK 10/24/IS JMP 03/2q/21 LATERAL BY: DATE: ME I 2/2i/21 LATERAL JOB NUMBER: 021-1a3 ?�6 A�i ANW WOODINVILLE OFFICE JOB NUMBER: 1802�� cn � H � UW W U � �O —� EXTRUDED ALUMINUM PRODUCT DETAIL: 1/2" ITEM ID LENGTH XOC35 � 0' DESIGN FEATURES: Atraditional outside comer without the joints, caulked seams and nail holes that butted 1x4s require. MATERIAL: 6063 T-5 .050" {1.27mm) t .005 extruded aluminum alloy with proprietary coating that protects against harsh weather conditions and allows for paint adhesion. FINISH: Unless specified all XtremeTrim® items are provided in primed finish. Also available in popular siding/soffrt colors in standard face only wlor match or full coverage CoastalColorCoatingT"'. Clear Anodized and custom anodized are available (minimums apply). FASTENERS AND FASTENING: Stainless steel fasteners are recommended. XtremeTrim® profiles may be secured in place with a few SS nails until fastened through panels and into studs during panel or plank fastening per siding manufacturer's instructions. CUTTING 8 PAINTING: Use anon -ferrous carbide miter saw blade when cutting XtremeTrimC�. Use Direct To Metal (DTM) paint when jobsite painting. See painting guide. XTREMETRiM® BUTT JOINT: Sealant is required between butt joints where two trims come together. May also be further protected by use of a piece of XtremeF{ashingT"' behind the butt joint or with a metal flasher behind the joint. RECOMMENDED APPLICATION NOTE5: Please follow siding manufacturer's best practice guides when instalUng, XtremeTrimC�) profiles DO NOT form a moisture management system. The architect and builder are responsible for designing and installing a code compliant buiidiny envelope. Before installing XiremeTrim.� use either a drainable housewrap or a standard housewrap with a rainscreen system if required by code or siding manufacturer. BEST PRACTICE FOR CORNERS: Install a continuous strip of housewrap from bottom to top, overiapping per manufacturers install requirements. Install a 12" self-adhesive membrane tape verticalty at comers for additional protection. SIDING GO�N�iZ D�T� I L SCALE: NOT TO SCALE XtremeTrim® Plank Outside Corner MAX. HEIGHT _ - - - - - - - - - - - - - - - - - - - - - - ---------------------- - - - - - - - - - - ----N O- ELEV.42-1.a0 ty � HIGH RIDGE cV � GOMPOSI TION m SHINGLES TYPICAL ELEV. 425.71 12 GONT. METAL GUTTER 3 I� Ix6 SMOOTH � ID � 3 m OVER 2x6 FASCIA VERTICAL SIDING 12 LOW PROFILE OUTSIDE BOARD, TYPICAL 3 � METAL CORNER �t �� 6" SMOOTH TRIM 6 SMOOTH WINDOW TRIM PLATE � UPPER v 6" SMOOTH — GORNER TRIM \; TRUSS HEEL � ENTRY PLATE ®DEN/ T.O. p BEAM � ENTRY m PLATE ®MAIN 2x6 SMOOTH TRIM - __ DASH LINE OF — � STAIR BEYOND N � DASH LINE OF LANDING BEYOND MAIN FLOOR �� la 12 3 8" SMOOTH LAP SIDING I, I I 2x10 SMOOTH TRIM (2)2x6 KNEE WALLS, BOT. � 8'-O" A.M.F. 6x6 / \ I � / '�' 2x10 SMOOTH TRIM � ,— � 4:12 Ix6 SMOOTH �t VERTICAL SIDING — 2" TRIM AROUND I 6" SMOOTH TRIM � I I I I I I I I r-'-----------------------------------------------��-----------------------------r-�-------�� I I I I L_________________________________________________J_____________________--__--__L-__--__--_J DASH LINE OF STEM WALL � FTC. PER PLAN �� l ��II � I�u� • ,� (V i �1111!'� J L�V�TION SCALE: I/4" = I'-O" �L��TION NOTES: I. VERIFY SHEAR WALL NAILING � HOEDOWNS PER PLAN PRIOR TO INSTALLING SIDING. 2. MASONRY &WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.G. CHAPTER 10. 3. CAULK ALL EXTERIOR JOINTS � PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.G. R703.8 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.G. Rg0�.2 � Ra03.2.1 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR � GARAGE -INTERIOR DOORS. 7. PROVIDE CONTINUOUS GUTTERS � DOWNSPOUTS ®ALL EAVES, TYP. 8. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. HUMBERS TO BE MIN. 4" HIGH WITH Y2" WIDE STROKE � CONTRASTING BACKGROUND. q. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. R303.6 10. SEE GOVERSHEET FOR ADDITIONAL NOTES. LINE OF DOWNSPOUT, TYP. 4" SMOOTH cp LAP SIDING 2x8 SMOOTH TRIM 12 Q 4 SUBFLOOR -' PLATE ®MAIN _� � � ,- _ m� I � -' T.O. COLUMN/ GE I L I NG =_ IN FRONT OF GARAGE -� � LIGHT FIXTURE � 24"x24" COLUMN, � i � TOP ®8'-O" A.M.F. �O ADHERED LIGHTWEIGHT STONE VENEER MAIN FLOOR ifO�O GI/�./I I/11T =.EP=eE.�.o �i�� v,��i�� v,��io� ELEV. 402.00 _J _ AVG. EX. GRAD_ E_ ELEV. 402.g0 STEPS BEYOND K C l► C I V C D Jul 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � W ~ W W �I �� w� �Q � o �_ va a3 o — N � N m p �� WQ 0 tn��jwrmz�-�wl� F O U Z O O J W U O WwaQaNNUN�r HZJ�}Z-�(nWF OI1�ma��ZV�� U�WOZaw(n�L�w �j�VOwa�dOo a wa�Nz— N� ��~�p��zQwa ��o��o�l=�� 0�=�N�Wz�z N~�� oo=aZQz KJ}vj��K�� W O O d W 0 S� � � a W H W a m OU F a w Z w w� w �U�QNO�V�(na _� _ WZU(nJQFH N�Z FW��WpZUWZZH z=cndWooam�a� w ��Uw=o�Oo�wU aoa=�wa��o�� dzw�3�>WaL�aa O V J � p U 1 ¢ � � U `W w ao H W � J '�� ~ N Q � �v3 � O X � ��3 UL.L ^' oo� o�� H Ln r� �o�� ... Lf) LC ) z�� 7 L � X � z H Q W LL � O a (V rn v J 0 l� �� Z (V �o s � �„� Q ��^' � Ul \ � l..� Q Q W �Qm m � O ry rl O DESIGNED BY: DATE: TROY 4/2015 DRAWN BY: DATE: JRA 6/4/15 PROJECT MANAGER: SARAH WEIGHT REVISED BY: DATE: DH 8/30/I6 NK 10/24/IS JMP 05/2�i/21 LATERAL BY: DATE: ME I 2/27/21 LATERAL JOB NUMBER: 021-Iq3 ANW WOODINVILLE OFFICE JOB NUMBER: 1802�� SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" EXTRUDED ALUMINUM PRODUCT DETAIL: �%� ITEM ID LENGTH XOC35 10' DESIGN FEATURES: A traditional outside comer without the joints, caulked seams and nail holes khat butted 1x4s require. MATERIAL: 6063 T-5 .050" (1.27mm) t .005 extruded aluminum alloy with proprietary coating that protects against harsh weather conditions and allows for paint adhesion. FINISH: Unless specified all XtremeTrim® items are provided in primed finish. Also available in popular siding/soffit colors in standard face only color match or full coverage CoastalColorCoatingT"", Clear Anodized and custom anodized are available {minimums apply). FASTENERS AND FASTENING: Stainless steel fasteners are recommended. XtremeTrim© profiles may be secured in place with a few SS nails until fastened through panels and into studs during panel or plank fastening per siding manufacturer's instructions. CUTTING � PAINTING: Use anon -ferrous carbide miter saw blade when cutting XtremeTrim®. Use Direct To Metal (DTM) paint when jobsite painting. See painting guide. XTREMETRIM®BUTT JOINT: Sealant is required between butt joints where two trims come together. May also be further protected by use of a piece of XtremeFlashingT"' behind the butt joint or with a metal flasher behind the joint. RECOMMENDED APPLICATION NOTES 'Is ��s� ! 1 ti = �'� , � rr�al � fr turn r � h Est f r � � C. �4, _,U:'ae.s ,�..�,I� In..t�u:r}y. X�„_.'P! „Rr. t)Yof I,.s C�'�'I NCir term a rrx7�st,are n;anagern�rt systen;. The ar:,i�itec' and txtiider are res?txjsit;ie fcr iiesigr�i��g a u� in Ufa!' na d r urt �� :;nrnp# a ,t bui�cl, �, «� �•deioCir=.. ;"ti P,tOre !nS'.ctil�nl� Y.treralE rit"r`?i ��:,8 et�,E:' � tirair:ai,l.r= :°,ol.lsev�rat:, �;r a s'.£3n�iarC1 hc�_,sewra;? •�t+;!th a r�nir,arreen systelYl if requlrec h - coc;� c� �I�i�,;; r,a.r,utarq,,.:r BEST PRACTICE FOR CORNERS: Install a continuous strip of housewrap from bottom to top, overlapping per manufacturer's install requirements. Install a 12" self-adhesive membrane tape vertically at comers for additional protection. XtremeTrim® Plank Outside Corner 51 D 11�G GO��I�� 1��T� I L SCALE: NOT TO SCALE PLATE � MSTR BATH O N_ PLATE � UPPER SUBFLOOR PLATE � MAIN Ix4 HORIZONTAL (4" MIN. BTW. MEMBERS) MAIN FLOOR MAX. HEIGHT _ ----------4°2��Ki`LIf�T----------------------------_� O- �LEV.427.g0 w/ LAM. GLASS N I � COMPOSITION HIGH RIDGE cV m SHINGLES TYPICAL 12 Ix6 SMOOTH ELEV. 425.�11 3 � �"� VERTICAL SIDING GONT. METAL GUTTER OVER 2x6 FASCIA BOARD, TYPICAL 4" SMOOTH LAP SIDING 8" SMOOTH LAP SIDING 12 31' 2x6 SMOOTH TRIM i i � �� 1 i i _� ui• i� u m PL ®M BATH � 3 _i 7 0 � 1 PLATE � UPPER �, PLATE ®UPPER .i �x8 SMOOTH TRIM \ \ GRES / / I LOW PROFILE OUTSIDE METAL �� CORNER Ag 6" SMOOTH TRIM S.G. S.G. S.G. 6" SMOOTH LINE OF DOWNSPOUT, TYP. i c0 2x6 BARGE BOARD, TYP. � GABLE ENDS � RAKES SUBFLOOR 12 � _� _ \ 4 PLATE � MAIN `� dl � � Ix4 HORIZONTAL (4" MIN. BTW. MEMBERS) I is — POST PER PLAN •i— I I I I I I I I I I I I I I I I I J______________________________________________iJ_______________________________________________J_�_-___________________________________________________________J_ L_______________________________________________L__________________________________________________1_______________________________________________________________J DASH LINE OF STEM WALL � FTC. PER PLAN I SCALE: I/4" = I'-O" �L��TI01� �IOT�s: I. VERIFY SHEAR WALL NAILING � HOEDOWNS PER PLAN PRIOR TO INSTALLING SIDING. 2. MASONRY � WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.G. CHAPTER 10. 3. CAULK ALL EXTERIOR JOINTS � PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.G. R�03.8 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.G. R�f03.2 � Rg03.2.1 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR � GARAGE -INTERIOR DOORS. 7. PROVIDE CONTINUOUS GUTTERS � DOWNSPOUTS ®ALL EAVES, TYP. 8. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. HUMBERS TO BE MIN. 4" HIGH WITH Y2" WIDE STROKE � CONTRASTING BACKGROUND. a. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. R303.6 10. SEE GOVERSHEET FOR ADDITIONAL NOTES. 12 3 6" SMOOTH CORNER TRIM � III III -� - - - ;� � ul� it r I�'�' � I I II I111�1�1 ;: f � In�n�l ILII �I�� I i ■ GgF� O �..� 12 3 EGRESS 2x8 SMOOTH TRIM -------r-'--------------------------------� _______L_________________________________. SCALE: I/4" = I'-O" 12 3 DASH LINE OF , , STAIR BEYOND I � ---- ----- IL----- ----� I I I �---------- I F---------- DASH LINE OF I �__________. LANDING BEYONDD� �__________. r--------------��----------- L_______________� I r--------------- I L_______________� I I REPLACE �--------------- _UE I L_______________� I I r_______________i I I F_______________� I I �---------------j I I I I ;10 SMOOTH TR I M 12 3 Ixb SMOOTH VERTICAL SIDING 12 ip lii 6" SMOOTH � � CORNER TRIM I I I _______________________________________________________________J_, _________________________________________________ J �LEV,4TION �0 TRUSS HEEL ®ENTRY PLATE ®DEN/ T.O. BEAM ®ENTRY - I x6 SMOOTH TRIM T.O. COLUMN/ BOT. OF 2x6 KNEE WALLS 2" GAP STONE LIGHT FIXTURE N 24"x48" COLUMN, O TOP � 8'-O" A.M.F. ADHERED LIGHTWEIGHT STONE VENEER MAIN FLOOR RECEIVED Jul 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT u� WU �W wL ''^^ r VlI �U w� �Q � C �` 0 wo N J U Tr � V � Z ^' N � ` `� "O Q �� E� (ntYUjwr�z�F-wl� F-O UZOOJWUO UwQzQNv:��> F-ZJ�rZ��(nW� pd�m¢��ZN� U�WOZawcn Jww � j� U O W W �_ d U 0 a�2aUwz �F� O~HZ�=�UZza F-�-pF-F-ZQw jO�oa��N��2 �pL`=�u'�wzrnz � o z ��z_ti cn �� oo=Q—QZ � J� (n�F ��N �— wo�awo��oaw� wam��aw��w�� w � W Q�� (n W =J= UO Q(nO�U�NQ� ZF �=W tn=O O��z��~~o=Qz x � �w�awoZ�wZz� z�cna�ooQmoaw w= wwor = � ��Uw=��OU�wU QOQ=~w¢��o�� dzwF-3�>wdwQ¢ � C/) � O � 3 ¢�`� U W �� W �� Fw- � _ I --I Z N � I— o O ¢ � LL U O O l w�.� H � � �o�� Z�� 7 ` � L� X U Q W � � > LL Q O N .--� rn .--� v J 0 l� v ry � � I Q z�� QN o� �Ql.�� tY � _ �Qm m m � � ry O n s�— DESIGNED BY: DATE: TROY 4/2015 DRAWN BY: DATE: JRA 6/4/IS PROJECT MANAGER: SARAH WEIGHT REVISED BY: DATE: DH 8/30/16 NK 10/24/IS JMP 03/2q/21 LATERAL BY: DATE: ME I 2/2i/21 LATERAL JOB NUMBER: 021-1a3 .y ANW WOODINVILLE OFFICE JOB NUMBER: 1802�� m r I cn � � v� UW W U � �O Qz 12" RIGID INSULATION 48" WIDE AT SLOPING EDGE OF 3:12 ROOF COMPOSITION SHINGLES OVER FELT PAPER OVER G.D.X. OR O.S.B. SHEATHING PER PLAN, STAGGER JOINTS, TYP I GAL �J i-----------.` 12 � 3� i �TTI G � VENTED � BLOCKING GONT. METAL GUTTER j � � � �� OVER 2xb FASCIA �il BOARD, TYP I GAL � � I I A3 HDR SOFFIT EAVES, TYPICAL FINISH PER ELEVATION OVER HOUSE WRAP OVER G.D.X. OR O.S.B. SHEATHING PER PLAN 12 4 � 3/4�� T. � G. PLYWOOD r OVER 31 " DEEP, cV 2x4 OPEN WEB FLR. TRUSSES Dig I Y�hI�Y I � �o�us 2x6 STUDS � Ib" O.G. w/ R-21 INSULATION TYP. 3/4" T.G. PLYWOOD OVER IS" DEEP, 2x4 OPEN WEB FLR. TRUSSES w/ R-38 INSULATION � I% x 18" L.S.L. BEAM PER PLAN G�fiZ�C�� 4" CONCRETE OVER 6 — MIL. (BLACK) V.B. OVER 4" GRANULAR FILL, SLOPE 4" TO O.H. DOORS .--- - �♦ MAIN FLOOR � � I � 4" CONCRETE OVER ;r � 4" GRANULAR FILL -� � sp � n ' d a a e< e s C s e a ' e \� � � � � � � � � � � � � � � � � � � � � e III< Ile < n � a/� /� /� /� /� /� /�\/�\� f W?�LL SECTION SCALE: I/2" = I'-O" A3 12 ' 4� _ � m r'•---------- - -- --- ' �� (V // iv R-4�f INSULATION TYP. � FLAT � CEILINGS PLATE ®UPPER SUBFLOOR m �0 PLATE � MA I N di MAIN FLOOR (2)2x6 KNEE WALLS MANUF. TRUSSES PER PLAN � 24" O.G. , �� I RDER FLR. r ZUSS ,PER ,PLAN, w 3/4" T. � G. PLYWOOD - OVER 31 " DEEP, 2x4 OPEN WEB FLR. TRUSSES 17iz I ��Y�I�Y 4" CONCRETE OVER 4" GRANULAR FILL m i COMPOSITION SHINGLES OVER — FELT PAPER OVER G.D.X. OR O.S.B. SHEATHING PER PLAN, STAGGER JOINTS, TYPI GAL PLATE � UPPER HDR 13 � A3 = FINISH PER ELEVATION OVER HOUSE WRAP OVER G.D.X. OR O.S.B. SHEATHING _ PER PLAN � � SUBFLOOR BEAM PER PLAN— PLATE ®MAIN MAIN FLOOR 12 a 3 2x6 GLNG. JSTS. (2)2x6 KNEE WALLS, BOT. � 8'-O" A.M.F. � GIRDER FLR. TRUSS PER PLAN �1�TfizY BUILDING S�GTION SCALE: I/4" = I'-O" FRAME OVER PER PLAN 12 3 MST ��Di�M ILL 3/4�� T.G. PLYWOOD OVER IS" 14 DEEP, 2x4 OPEN WEB FLR. �3 TRUSSES w/ R-38 INSULATION BEAM PER PLAN �II OUT1�OOfi� LI�lI1�G 4" CONCRETE OVER ' GRANULAR FILL ITT I G 12 a 3 R-4�i INSULATION TYP. � FLAT CEILINGS � BEAM PER PLAN ��LL I �� I �G 2xb STUDS � Ib" +� O.G. w/ R-21 3/4" T.G. PLYWOOD OVER INSULATION TYP. IS" DEEP, 2x4 OPEN WEB FLR. TRUSSES 36" GUARD I I RAILING i►:�i - - ■ I � � � - I I I � I , � 0 - •�. .. :�� ■ �'" �i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i! �t�!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i�tii!i!i!i!:�t�!i!i!i!i"�!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!:�t�!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i!i I"I I"I � _ I �11 - - - ' /// I/// / //////// 1\// ��\a\��\�\�i �i\��\��\��\i© //////// ////////// i i i -_ _ Ate, SCALE: I/4" = I'-O" COMPOSITION SHINGLES OVER FELT PAPER OVER G.D.X. OR O.S.B. SHEATHING PER PLAN, STAGGER JOINTS, TYP I GAL MANUF. TRUSSES PER 12" RIGID INSULATION PLAN � 24" O.G. 48" WIDE AT SLOPING EDGE OF 3:12 ROOF GONT. METAL GUTTER OVER 2xb FASCIA BOARD, TYPICAL — ,, � - ��''�� 3 - 36 GUARD 4 -O N RAILING — o.H. � � 5T� I fiZY�I�� - w �0 � ,.- -.. SILL � i 14 _,; i �t � TOP OF COLUMN z rr i. Q 1 12" RIGID INSULATION 48" WIDE AT SLOPING EDGE OF 3:12 ROOF VENTED BLOCKING GONT. METAL GUTTER OVER 2xb FASCIA BOARD, TYPICAL 12 a 3 2x6 GiNG. JST . BEAM PER PLAN ��lTizY ✓�i�Ai� j/�\p� '��:�i<�i�.. FRAME OVER PER PLAN 12 12 3� Q3 „ �TTI G � L�N17 11�G 3/q." T. � G. PLYWOOD OVER IS" DEEP, 2x4 OPEN WEB FLR. \i\\i�\i' �i \��o;�;/o;�;\ .... R-4�i INSULATION TYP. � FLAT CEILINGS �2 G.W.B. TYP. �O1�US /4" T.G. PLYWOOD OVER 18" DEEP, 2x4 OPEN WEB FLR. TRUSSES w/ R-38 INSULATION TRUSS HEEL � T.O. BEAM ` SOFFIT EAVES, i TYPICAL � T.O. COLUMN/ BOT. OF 2x6 KNEE WALLS I O dJ 4" CONCRETE OVER 4" GRANULAR FILL MAIN FLOOR , VENTED BLOGKI NG 1 PLATE � UPPER i i SOFFIT EAVES, _� TYPICAL � 2x6 STUDS � Ib" O.G. w/ R-21 INSULATION TYP. SUBFLOOR � — A PLATE � MA I N m i � - � 2x6 STUDS ® ` � �OY�iz I b O.G. TYP. FINISH PER ELEVATION `--; G�iz�G� � GARAGE OVER HOUSE WRAP �__ OVER G.D.X. OR O.S.B. L 3/4�� T.ffiG. PLYWOOD SHEATHING PER PLAN �_ - OVER 2x12 HF #2 F.J. 4" CONCRETE OVER b L -- w/ R-38 INSULATION MIL. (BLACK) V.B. OVER _� CRAWL -- , u � _ --'� 4" GRANULAR FILL, .�-" � ACCESS `- � � SLOPE 4" TO O.H. DOORS .-- - ----. i' `� MAIN FLOOR Giz�Y�lL Si��G� � . � �. 2 - i' � . � I 3 6 MIL. (BLACK) V.B. �`3 '•----- ' 3 �� I �� I I �� I� I � SCALE: I/4" = I'-O" RECEIVED Jul 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �~ WU w (WI �� W� �Q �Z o �_ �Q a3 o N � � N m p �a ��w}�z}F-wW H O U Z O O J W U O WWaaa�NU��r FZJO}z—�(nw� p0_�ma��zcn� UFWozaw�n Jww �jNCpiOwa�a00 a�2aUwz 0�� O~ H Z Z S H U Z Z a ��—oFHzaw �°ooao�� pL`=�cn�`''zv'z �~�� oo=¢ZQz w°mo�o�o�a�v�i� �� oza zw� w � � �U�Q�O�U�Na~ ZF �=W (n=O w U(nwaF� NZ o��za =ono zw�a��z�F-zaU w = N �� F a m 0 F ��UN=oa�=~ _ W F� O O� W U aoa=�wa��p�� azwF-3�>I�awaa O � p V ¢�� U w �� W � �r;H � ao H �� H � q o �. � O X � �� U oo�n oo� �� O �vv �� Z � � �wX V q W � � > LL q0 N .--i �, v J �� Z (V �o s � Q � � N \ � l..� Q Q W WQm o�� -�z �o �� ry n/ l� O (1 a� DESIGNED BY: DATE: TROY 4/2015 DRAWN BY: DATE: JR,4 6/4/15 PROJECT MANAGER: 5,4RAH WEIGHT REVISED BY: DATE: DH 8/30/16 NK 10/24/IS JMP 03/2q/21 LATERAL BY: DATE: ME I 2/27/2 I LATERAL JOB NUMBER: 021-1a3 ANW WOODINVILLE OFFICE JOB NUMBER: 1802�7 cn � � v, UW W S � U � �O Qz 5�� W�L� SG��DUL� NAIL SPACING TOP/BOTTOM SHEAR WALL NAIL HEM -FIR #� DESIGNATION SIZE EDGES STUDS PLATE BLOCKING REQUIRED #/FT. PI -6 Sd 6" 12" 6" YES 210 PI-4 8d 4" 12" 4" YES �10 PI-3 8d 3" 12" 3" YES 400 PI-2 Sd 2" 12" 2" YES 525 P2-3 8d 3" 12" �" YES 800 P2-2 IOd 2" 12" 3" YES 1740 P2-2 SHEAR WALL SHALL HAVE I�i/32 PLYWOOD ON EACH SIDE OF WALL NAILED WITH IOd COMMON NAILS (d=.148 INCH). NAILS SHALL BE SPACED AT 2 INCHES ON CENTER USING DOUG-FIR #2 STUDS, PLATES AND BLOCKING. ON ONE SIDED SHEAR WALLS THE ANCHOR BOLT BASE PLATE SHALL BE INSTALLED I/2 INCH FROM THE EDGE OF THE MUD -SILL ON THE SIDE OF THE SHEATHING. ON DOUBLE SIDED SHEAR WALLS THE ANCHOR BOLT BASE PLATE SHALL BE INSTALLED I/2 INCH FROM THE EDGE OF THE MUD -SILL, STAGGER ANCHOR BOLTS SIDE TO SIDE. S��iz !/�I�LL 1�lOT�S: I. PI- �iib A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (O.S.B.) ON ONE SIDE OF WALL. P2- 7i(b A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (O.S.B.) ON EACH SIDE OF WALL. 2. FOR PI-3, PI-2, P2-� � P2-2 SHEAR WALLS USE 3x STUDS AT ADJOINING PANEL EDGES. NAILING SHALL BE STAGGERED. 3. NAILS SHALL BE Sd COMMON (0.131" DIAMETER). 4. WHERE PLYWOOD Is INSTALLED ON BOTH SIDES OF WALL, PLYWOOD JOINTS SHALL FALL ON SEPARATE STUDS, EACH SIDE. 5. ALL PANEL EDGES BLOCKED WITH 2-INCH NOMINAL FRAMING FOR PI-6 � PI-4 SHEAR WALLS. ALL PANELS BACKED WITH 3x FRAMING AT PI-3, PI-2, P2-3 AND P2-2 SHEAR WALLS. INSTALL PANELS EITHER HORIZONTALLY OR �/ERTIGALLY. SPACE NAILS ®10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. 6. ALL ANCHOR BOLTS SHALL BE INSTALLED WITH HOT DIPPED GAL�/ANIZED PLATE WASHERS. 7. REFER TO FOUNDATION PLAN FOR ANCHOR BOLT SIZE, SPACING AND MUDSULL/RIM GONNEGTI ONS. S�� S��T S2 �O� STi�UGTUiz�e� 1�lOT�S S�� S��T S� �Ofi� L�T�fi`�L 1��T� I LS ��CT��'�eL fi��STiz�I1�lT ��iZl7Y�l�fi�� M I TGH�L.� LNG I �l��fi�l �lG� SYMBOL HOEDOWN TYPE AND AMOUNTS STHDI4RJ SIMPSON STHDI4RJ. INSTALL I-I/2" FROM CORNERS OR ROUGH OPENINGS, USE (30) Ibd NAILS. STHD14 SIMPSON STHD14. INSTALL I-I/2" FROM CORNERS OR ROUGH OPENINGS, USE (30) 16d NAILS. HHDQ14 SIMPSON HHDQ14. INSTALL PER DETAIL 3A/53. MST72 SIMPSON MST�2. INSTALL PER DETAIL 14/S�. HDUS SIMPSON HDUS. INSTALL PER DETAIL 20/53. MSTGbbB3 SI MPSON MSTG66B3. INSTALL PER DETAIL 12/53 OR SIMILAR. SIM. A3 DETAIL As SHOWN ON ARCHITECTURAL ('A') PLAN SHEETS SIM. S4 ENGINEERING DETAIL As SHOWN ON STRUCTURAL ('S') SHEETS — — — — — I ND I GATES SHEAR WALL NOTE: ALL SECTIONS ARE TYPICAL � SHOULD BE USED AT ALL SIMILAR LOCATIONS TYfi� I GAL MU1�-S I L� P.T. 3x6 w/ 3/4" dia. x 12" ANCHOR BOLTS � 24" O.G. w/ GALVANIZED 3"x3"x%4" PLATE WASHER. WHERE JSTS. ARE HUNG FROM MUD -SILL, USE P.T. 3x RIPPED TO STEM WALL WIDTH w/ COUNTERSUNK 3i4" dia. xl2" ANCHOR BOLTS ®24" O.G. w/ 3"x3"x%4" PLATE WASHER AT GRIDS B � G: ANCHOR BOLTS � 12" O.G. ss ss RED/ �OU�1D�T101� (Y�I�LLS � ��izDY�l�i��) 2 53 53 RED/ M� I N �LOOiZ - S��i� Y�I�LLS � H�izDY�l�i�� SCALE: I/8" = I'-O" M5� "`` :DUNDANT WALL REDUNDANT Ui�i�� LOO� - SH�� Y�I�LLS SCALE: I/8" = I'-O" RE P�M ,�� 07 � PI-4 REDUNDANT WALL RECEIVED Jul 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES � ��DY�I�`� � ~ WU � W �� (nI � U W � �' � w o �� z �_ v a d 3 O N \ � N M\ ll J O � w W � wa dN 4j! (/J�� W }�Z}� W w � O U Z O O J W U O W W QQQ� V7UN�} F-ZJp}z—�V1w� Od�07a��Z�� U� WOZd W!n Jw W �j�UOwW�w00 Q wa�cnz cn� O� F Z� S H U pZ Z W �� — p F H Z Q W ��0�� p O w=� N� w Z� Z �~�� p02QZQZ � J } � � � � � � � — wo�aw0��pawF W�m��w �zw��w W W� w Q� �� w= J= �U Q�O�UH�Q� Z~ J=W V7=O w UcnJa�� z O��zQ =pip Z w F a p O Z� H Z Q U �N wp�QmO w w= wwo� �_ r�Ucn=xa�=� _ W F�OO�WU QOQ=~wQ��O�� azwF-3�>wdwQa I- V J N p V ¢ � � U w �� ` �� W � J00 H I— > � � H N � � � j >� � O X �� r 1 ^' L.L oo� ooao '" o� in � v �o v � � o H �� d' � ,. ,. �� z �� Z � X v z H Q W LL � LL ¢o a N v J 0 �� z� (V � J„� Q z�(�' � Ul \ � l..� Q Q W �Qm m � O ry 7� O DESIGNED BY: DATE: TROY 4/2015 DRAWN BY: DATE: JRA 6/4/15 PROJECT MANAGER: SARAH WEIGHT REVISED BY: DATE: DH 8/30/16 NK 10/24/IS JMP 05/2�i/21 LATERAL BY: DATE: ME I 2/27/2 I LATERAL JOB NUMBER: 021-1a3 SI 53 ANW WOODINVILLE OFFICE JOB NUMBER: 1802rt� � ~ — W (v W W � o �I �_ � N �� va D'Q �o it cn � H � UW W U � �O Qz ST�UGTURI'lL NOT�S (MITGHELL ENGINEERING) GORE DESIGN I5 I N ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING GODS (I .B.G.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. L 11�E LOADS ROOF-----------------25 PSF FLOOR----------------40 PSF LATERAL WIND ------------------------EXPOSURE B; 85 MPH / I10 MPH (ULT) SE I SM I G---------------------5 I TE GLASS D �OUND�TI ONS EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING GAPAG I TY OF I500 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF I'-6" BELOW ADJACENT EXTERIOR FINISHED GRADE. GIST- I N-PL�GE CONCRETE F'c = 2,500 PSI � 28 DAYS. MINIMUM 5-I/2 SACKS OF GEMENT PER GUBIG YARD OF CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER a4# SACK OF GEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATES IS I-I/2 INGHES. MAXIMUM SLUMP IS 4 INGHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO BUILDING GODS REQUIREMENTS FOR RE I NFORGED CONCRETE. ALL RE I NFORG I NG STEEL, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED I N POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INGH MINIMUM EMBEDMENT INTO CONCRETE AND MAXI MUM SPAG I NG OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLAGED WITHIN 6 INGHES OF EAGH END OF THE SILL PLATE. DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM A653M GLASS G-185. S I MPSON PRODUCT FINISHES CORRESPOND I NG TO THESE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVAINZED (GI85), STAINLESS STEEL. RE I N�ORG I NG STEEL ALL RE I NFORG I NG STEEL SHALL BE PLAGED I N CONFORMANCE WITH THE BUILDING GORE REQUIREMENTS FOR RE I NFORGED CONCRETE AND THE MANUAL OF STANDARD PRAGTI GE FOR REINFORCED CONCRETE CONSTRUCTION BY GRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A-615 GRADE 40 FOR #5 AND SMALLER RE I NFORGEMENT AND GRADE 60 FOR #6 AND LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE GOLD WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (I'-7" MINIMUM). CORNER BARS (2'-O" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE ON THE DRAWINGS RE I NFORG I NG STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH 3 INGHES CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #IS BARS 2 iNGHES #5 BAR AND SMALLER I-I/2 INGHES STRUGTUR�4L STEEL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, fy=36,000 PSI. ALL WELDING SHALL BE IN CONFORMANCE WITH ASTM AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS. STEEL TUBING SHALL CONFORM TO ASTM A500 fy=50,000 PSI. STRUGTUi?�L TIMBER ALL LUMBER SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE GUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 2X FLOOR JOISTS HEM -FIR #2--------------------- Fb = 850 PSI 2X ROOF RAFTERS HEM -FIR #2--------------------- Fb = 850 PSI 4X BEAMS DOUG-FIR/LARGH #2------------Fb = 850 PSI 6X BEAMS DOUG-FIR/LARGH #2------------Fb = 850 PSI LUMBER NOT NOTED HEM -FIR #2--------------------- Fb = 850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPR01/ED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INGH DIAMETER WITH 7 I NGHES OF EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE I N ACCORDANCE WITH THE CURRENT I .B.G. SCHEDULE. STRUGTUR,4L L,4MIN,4TED LUMBER (GR,4DE 2.0) Fb = 2,600 PSI E = 2p00,000 PSI Fv = 285 PSI FLOOR SHE,4TH I NG SHEATHING SHALL BE 3/4 INCH TONGUE � GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPEND I GULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INGHES ON CENTER AT SUPPORTED PANEL EDGES � 10 INGHES ON CENTER AT INTERMEDIATE SUPPORTS. 1N�LL SHEATH I NG SHEATHING SHALL BE 7/I6" A.P.A. RATED SHEATHING. SPAN RATING 24/O. PANEL END JOINTS SHALL OGGUR AT SUPPORTS. NAIL PANEL EDGES WITH Sd NAILS AT 6 I NGHES ON CENTER AND I O INGHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLU-LAM I NOTED TIMBER LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARGH KILN DRYED. STRESS GRADE COMBINATION OF 24F-V4 FOR SIMPLE SPANS AND 24F-VS FOR CANTILEVER AND CONTINUOUS BEAMS. ROOD SHEATH I NG SHEATHING SHALL BE 5/8" A.P.A. RATED SHEATHING. SPAN RATING 32/I6, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OGGUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INGHES ON CENTER AND 10 INGHES ON CENTER AT INTERMEDIATE SUPPORTS. FLOOR FR,4M I NG PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT GALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED COLUMNS AND HEADERS SHALL BE SPIKED TOGETHER WITH Ibd NAILS SPAGED AT 6 INGHES ON CENTER. BEAR I NG YV�LL �i�M I NG ALL DOOR AND WINDOW HEADERS NOT GALLED OUT ON THE PLANS SHALL BE (2) 2X8 HEM -FIR #2 WITH ONE CRIPPLE AND ONE STUD AT EAGH END FOR OPENINGS 4 FEET WIDE OR LESS. ALL COLUMNS NOT GALLED OUT ON THE PLANS SHALL BE (2) STUDS SPIKED TOGETHER WITH 12d NAILS AT 12 INGHES ON CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EAGH STUD WITH 2-Ibd NAILS. FAGS NAIL DOUBLE TOP PLATE WITH Ibd NAILS AT 10 INGHES ON CENTER. LAP AND FAGS NAIL PLATES WITH 2-Ibd NAILS AT EAGH SPL I GE, CORNER I NTERSEGTI ON. STAGGER SPLICES A MINIMUM OF 48 INGHES. ROOD TRUSSES TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS-FIR/LARGH OR HEM -FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASH I NGTON STATE L I GENSED STRUCTURAL ENGINEER. SUBMIT TRUSS DRAWING TO ENGINEER OF RECORD AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ROOF TRUSSES SHALL BE DESIGNED AS ATTIC TRUSSES WITHOUT STORAGE. SEE SHEET S I FOR S�E�RY�I�LL SG�EI�ULE SEE SHEET S� FOR L�TER�L DET� I LS SEE L1�TEiz�L i�1�GK1�GE �Ofi� STizUGTUfi�1�L Si�EGS NOTE: ALL SECTIONS ARE TYPICAL � SHOULD BE USED AT ALL SIMILAR LOCATIONS TYi� I GAL MU1�-SILL P.T. 3x6 w/ 3/4" dia. x 12" ANCHOR BOLTS � 24" O.G. w/ GALVANIZED 3"x3"x%4" PLATE WASHER. WHERE JSTS. ARE HUNG FROM MUD -SILL, USE P.T. 3x RIPPED TO STEM WALL WIDTH w/ COUNTERSUNK 3/4" dia. xl2" ANCHOR BOLTS ®24" O.G. w/ 3"x3"x%4" PLATE WASHER AT GRIDS B � G: ANCHOR BOLTS ®12" O.G. 0 M� I � FLOOR - �R�M I �lC� � DET� I LS SCALE: I/8" = I'-O" U w U W 2 r-, N N MI W 00 M N W O O O m AT GROG HATGHE ARE INSTALL PLYWD G CEILING � Sd NAIL SPAGED O.G. w/ AL EDGE BLOGKE AT H.D. Ui�i�ER FLOOR - �R�M I NCB � DET� I LS SCALE: I/8" = I'-O" ROOD �R�M I �lG � DET� I LS RECEIVED Jul 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (n��LJ��Z)-HWL� F O U Z O O J W U O WwaQaNNUNirr HZJ�}Z-�(nWF pa�ma��Zv�� c=>�woZaw��L�w �j�U�wa�dOo a wa�Nz- N� ��~zpH�zQwa ��o��o�� p�_� N� w z� Z N~�� oo=aZQz KJ}vj��K�� W O O d W 0 S� � � a W H Wam�~awZww�w �c��allo�v�v>a _� WZU(nJQFH N�Z o��z� =oho FW��WpZUWZZH z=cndWooam�a� W ��Uw=o�Oo�wU aoa=�wa��o�� dzw�3�>WaL�aa O � p U ¢�� U `W w 00 H W � J �� ~ N Q � �v3 � O X � ��3 UL.L ^' oo� o�� H Ln f� �o�� .-, ,-. �� Z � � ��X z H Q >� ¢o a (V v J 0 l� �� Z (V �o s � �„� Q ��^' � Ul \ � l..� Q Q W �Qm m � O ry rl O DESIGNED BY: DATE: TROY 4/2015 DRAWN BY: DATE: JRA 6/4/15 PROJECT MANAGER: SARAH WEIGHT REVISED BY: DATE: DH 8/30/I6 NK 10/24/IS JMP 05/2�i/21 LATERAL BY: DATE: ME I 2/27/21 LATERAL JOB NUMBER: 021-Iq3 52 /53 ANW WOODINVILLE OFFICE JOB NUMBER: 1802�� SCALE: I/8" = I'-O" cn � � v� UW W U � �O Qz 6X6 DF#I °° °° NOTE: DETAIL SHOWN � � o ON PLAN SHEET A3 SHEAR WALL PER ° S I MPSON HHDQ 14 PLAN � SGHEDULE � o HOEDOWN w/ (30) Y4" dia. 0 0 � x 2 Y2" S.D.S. SGREWS °° °° 8" �1�D. Y�l�� ®G�iZ�G� ° ° SGALE: I " = I'-O" SOLID WIDTH FLR. JSTS. BLOCK � TYPE/D I REGTI ON HOEDOWN II II PER PLAN NOTE: DETAIL SHOWN II II ON PLAN SHEET A3 z � d #4 BAR HORIZ. PER � II I ° II �I a SIMPSON SB �I IAI I I S " � �1�LL � I.R.G. R403.1.3.1 � �I � � �, I, �� I" dia. x 30" LONG I �D . !� ANGOR BOLT SGALE: I" = I'-O" JOISTS PARALLEL z x � TIGHTLINE \� \ °' � I I° ° ��,��II ��,1��1 FND. WALL PER � � � STORM � _ Q � DRAIN IF �j\\\ °�,,I DETAIL 3/53 � � � � REQ'D /�� f��;° z _ � \-\-\-\ �I`�' � 4" dia. PERF. NOTE. DETAIL SHOWN � m � \- ° II ° FND. DRAIN ON PLAN SHEET A3 - � � �-�- �--�-� � 8 " �1�1D . l�I�LL � �OLDOY�II� ®�1�D Y�I�L� . SGALE: I" = I'-O" JOISTS PERPENDICULAR NOTE: DETAIL SHOWN ON PLAN SHEET A3 T� I G�G�1�1�17 SL�� C� O .�. 1700iZ SGALE: I" = I'-O" NOTE: DETAIL SHOWN ON PLAN SHEET A3 8" �1�D. Y�l�� ®G�i��G� SGALE: I " = I'-O" JOISTS PARALLEL NOTE: DETAIL SHOWN ON PLAN SHEET A3 8" �1�D. Y�I�LL ®G��C�� SGALE: I" = I'-O" JOISTS PERPENDICULAR 4X6 ®HOEDOWN � SIMPSON MST HOEDOWN � PER PLAN w/ ALL HOLES z FILLED w/ I bd COMMON w � NAILS N a GENTERL I NE SGALE: I" = I'-O" SHEAR WALL PER PLAN � SGHEDULE 16d ®6" O.G. I %4" L.S.L. RIM � LOW ROOF OMITTED FOR GLARI TY 16d TOE -NAILS � 6" O.G. BEAM PER PLAN - L�T�fi`�L D�T� I L SGALE: I" = I'-O" SHEAR WALL PER PLAN � SGHEDULE 16d � 6" O.G. 13/4" LYL RIM _I z u.i I6d TOE -NAILS - � � 6" O.G. � IS" DEEP, 2x4 N SHEAR WALL OPEN WEB SHEAR WALL PER � �� SGHEDULE � PER PLANSES OR HEADER EDULE 4X6 � HOEDOWN T. � G. PLYWOOD SUBFLOOR PER PLAN, GLUED � NAILED S I MPSON A35 � 12" O.G. 6X6 DF#I COLUMN 0 0 � �SIMPSON HHDQ14 S I MPSON HHDQ 14 HOEDOWN HOEDOWN 3x6 w/ SIMPSON y4"dia x 5" S.D.S. SCREW � 4" OG SHEAR WALL PER PLAN � SGHEDULE PLAN �OLDOY�II� I7�T� I � - �� SGALE: I" = I'-O" NOTE: DETAIL SHOWN ON PLAN SHEET A3 8" �1�D. l�I�LL w/ G�1�TIL��I�i� SGALE: I" = I'-O" SHEAR WALL PER PLAN � SGHEDULE 4x6 COLUMN AT HOEDOWN T. � G. PLYWOOD SUBFLOOR PER PLAN, GLUED � NA I LED z MSTG66B3 HOEDOWN � w/ ALL HOLES FILLED w/ 16d COMMON NAILS 18" DEEP, 2x4 OPEN WEB FLR. TRUSSES PER PLAN GIRDER FLOOR TRUSS DESIGN GIRDER TRUSS FOR 6000# YERTIGAL FORGE IN EITHER DIRECTION L�T��L D�T� I L SCALE: I" = I'-O" T. � G. PLYWOOD SUBFLOOR SHEAR WALL PER PER PLAN, GLUED � NAILED PLAN � SGHEDULE 16d � 6" O.G. IS" DEEP, 2x4 3 %2" x P.S.L. OPEN WEB FLR. TRUSSES = PER PLAN 16d TOE -NAILS - � 6" O.G. � SIM. SECTION ADD SIMPSON A35 ®I6" O.G. SHEAR WALL PER PLAN � SGHEDULE OR HEADER �OLDOY�II� D�T� I L L�T�iz�L D�T� I L I � I � SGALE: I" = I'-O" SGALE: I" = I'-O" 2xBLOGK w/ SHEAR WALL PER (3)16d NAILS PLAN � SGHEDULE 2xBLOGK P2-3 SHEAR WALL G 16d � 6" O.G. 16d � 6" O.G. MONO -TRUSS T. � G. PLYWOOD INSTALL PLYWOOD PLATE WASHER 2x6 BLOCK w/ SUBFLOOR PER PLAN, YERTIGAL ON INSIDE Y4"x4"x4" (G.S.) (5) 16d NAILS GLUED � NAILED FAGS OF WALL w/ 8'-O" SHEET OF PLYWOOD CENTERED ON GNTR LN I Y2" PLYWOOD � IS" DEEP, 2x4 O EN WEB OF GIRDER TRUSS II FILLER FLR. TRUSSES P R LAN II �� ADD BLOCKING G.T. � � 2xBLOGK w/ X �" PLYWOOD NAILED (4) 16d NAILS � � w/ Sd @ 4" OG w/ HANGER PER ALL EDGES BLOCKED TRUSS SUPPLIER SHEAR WALL PER PLAN � SGHEDULE OR HEADER L�T��L D�T� I L SGALE: I" = I'-O" MPSON LTP4 � 12" O.G. STALL HORIZONTAL I I �� RDER TRUSS MPSON LTP4 ®12" O.G. STALL HORIZONTAL .AR WALL PER tiN � SGHEDULE OR HEADER L�T�i��L I��T� I L SGALE: I" = I'-O" T. � G. PLYWOOD SUBFLOOR PER PLAN, GLUED � NAILED IS" DEEP, 2x4 OPEN WEB FLR. TRUSSES PER PLAN L�T�iz�L D�T� I L SGALE: I" = I'-O" SOLID WIDTH BLOCK � HD T. � G. PLYWOOD SUBFLOOR PER PLAN, GLUED � NA I LED GIRDER TRUSS SIMPSON LTP4 YERTIGAL � 12" O.G. FLOOR OR ROOF SYSTEM OMITTED FOR GEAR I TY � BEAM PER PLAN �� OO po a nQ n n LL II____ ¢___11 a }�--------a----=---�� ° v ii ° '� LL I I 1 �}�--------a--------��f aLL Q II__�__4__11 ��---- a--a--------�i�r II C II ° I° II II �I a II II II IQ II II I I � d' 1 1 d � I I ° I I I - a --I I II II II -J arc=====_��____====�7�a 73 bl d I ° I I u II a II ° d n II u II II II u o d II n ° II ° II �� II IPp d II�- II II II ----a rr- v -- --- �� II II II II II II ° 411 ° II II II li ° /I I I l'1 'i I Q II III li' � HGLBA BEAM SEAT � (3)#4 TIES ® 3"OG® TOP -BALANCE ® 6" OG (6)#5 YERTIGAL (6)#5 DOWELS _ 4211 6" GRADE L�T�fi��L fi��STfi�� 11�1T ��1��L SGALE: I" = I'-O" SHEAR WALL PER IS" DEEP, 2x4 PLAN � SGHEDULE OPEN WEB FLR. TRUSSES 16d � 4" Sd � 6" O.G. PER PLAN O.G. I i4" L.S.L. BLOC\ � I // 13/4" LYL BLOCK ' w/ (3)16d TOE -NAILS SHEAR WALL PER — PLAN &SGHEDULE OR HEADER L�T�iz�L D�T� I L �� SGALE: I" = I'-O" T.G. PLYWOOD 18" DEEP, 2x4 OPEN WEB SUBFLOOR PER IS" DEEP, 2x4 OPEN WEB FLR. TRUSSES PER PLAN PLAN, GLUED � FLR. TRUSSES PER PLAN NAILED Sd � 4" O.G. � Sd � 6" O.G. � (5) 16d NAILS PER= BLOCK � �/8" dia. THREADED BLOCK PER F.T. � � � HANGER PER � o ° ° ROD SUPPLIER. DESIGN F.T. \/ PLAN 4x6 COLUMN ° o � SIMPSON HDUS FOR 400# HORIZONTAL FORGE IN THE PLANE �� SIMPSON LTP4 � 24" O.G. 3 %2"x G.L.B. PER PLAN o ° HOEDOWN w/ (14) Y4" OF THE BLOCK °° 0 o ° o dia. x 2 Y2" S.D.S. SGREWS SHEAR WALL PER SHEAR WALL PER ° PLAN � SGHEDULE PLAN � SGHEDULE OR HEADER �OLDOY�II� D�T� I L L�T��L D�T� I L 1-�T�fi��L 17�T� I L jO � I �� SGALE: I" I'-O" SGALE: I" = I'-O" SCALE: I" = I'-O" = 2x STUDS PER PLAN P.T. 2x6 w/ 5/8"dia. x SHEAR WALL PER 8"TREADED ROD � IS" O.G. PLAN � SGHEDULE CAST INTO CONCRETE w/ GALY. 3 "x3"xY4" PLATE WASHER 4 a I�� _ __B________ 14T ° ® II O - n ° ° n _ � ii ` v ii ° --- tra----�----- ------ c ° d #4 TIES � 6" O.G. HORIZONTAL PER PLAN it II PLAN L�T�iz�L iz�STi�� 11�1T i��1��L - i�L�l� SGALE: I" = I'-O" T.ff G. PLYWOOD SUBFLOOR n 01=a OI A *I / I I I�t"1 k AI A l l �1"1 SHEAR WALL PER PLAN � SGHEDULE 16d ®6" O.G. I %4" L.S.L. RIM 16d TOE -NAILS - � 6" O.G. SHEAR WALL PER PLAN � SGHEDULE OR HEADER 1 1 ��t� r� A 1 r� t� �� A 1 1 4x6 � HOEDOWN SHEAR WALL PER PLAN � SGHEDULE S I MPSON MSTG66B3 HOEDOWN PER PLAN �' SIMPSON HDUB HOEDOWN �� A35 � 12" O.G. w/ (20) Y4" dia. x 2 Y2" �� S.D.S. SGREWS S I MPSON A35 � 24" O.G. 1 I _� /_�I ITS IwIIT1Tl I T�I ��1/ SHEAR WALL PER PLAN � SGHEDULE NOTE: HDU5 AT OTHER END OF G.T. AT GRID G �OLDOInII� D�T� I L S SGALE: I" = I'-O" T. � G. PLYWOOD SUBFLOOR PER NON -SHEAR WALL PLAN, GLUED � NAILED 16d ®6" O.G. � S I MPSON LTP4 YERTI GALLY � 12" O.G. GIRDER TRUSS COLUMN PER PLAN T. ff G. PLYWOOD SUBFLOOR PER PLAN, GLUED � NAILED I i4" L.S.L. BLOCK � -� (3) 16d TOE -NAILS PER BLOCK IS" DEEP, 2x4 SHEAR WALL PER OPEN WEB PLAN � SGHEDULE FLR. TRUSSES PER PLAN ��T�iZ�� D�T� I � 2� SCALE: I" = I'-O" RECEIVED NOTE: DETAIL SHOWN Jul 07 2021 ON PLAN SHEET A3 CITY OF EDMONDS DEVELOPMENT SERVICES {{.-�- \ /{{.-�- �L�T G� I L 11�G ® �� y J,� DEPARTMENT 2`� SCALE: I" = I'-O" � ~ WU w �z C� U W� �Q �_ o �_ � a a3 o (V � � N m � �¢ (n��w}�z}F-wW H O U Z O O J W U O ol�Qza�v>v�> FZJO�zN�(nw� Od�mQ�F-Z(n� UFWozaw� Jl�w � jNUOI.,.Ia 0a 00 a�2aUwz 0�� O~ H Z Z S H U Z Z a ��-o�F-za� �°ooao�� O O w=� N� W Z� Z �~F� oo=aZQz Wo�awo��oaw� li�m��d ozw��w W a� w Q� �� w= J= �U Q(~l10�UHNQ� ZF �=W (n=O li U(nw¢FF- Nz o��za =ono �W��WOZUwzZH z=cna�ooQmoQF w ��UN=oa�=~ _ W F� O O� W U aoQ=~wa��p�� azwF-3�>I�aI�Qa O � p U ¢�� U w �� W � �r;� � °o H � � � H N o �. � OX� ��3 T i � U oo� �� o�� .. �� z�� Z �vX a w�� > LL Qo N I o. v J �� Z (V �o s � Q � � N \ � l..� Q Q W WQm o�� z �o �� ry n/ l� O (1 a� DESIGNED BY: DATE: TROY 4/2015 DRAWN BY: DATE: JRA 6/4/15 PROJECT MANAGER: SARAH WEIGHT REVISED BY: DATE: DH 8/30/16 NK 10/24/IS JMP 03/2Q/21 LATERAL BY: DATE: ME I 2/27/2 I LATERAL JOB NUMBER: 021-1a3 �/ 53 ANW WOODINVILLE OFFICE JOB NUMBER: 1802�7