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APPROVED PLN BLD RESUB4 BLD2021-1346+Architectural_Plan+11.16.2022_3.43.42_PM+3224248PROJECT INFORMATION: APPLICANT/PROJECT CONTACT: DRAWING LIST 0 0 0 0 PROJECT DESCRIPTOIN : ADDITIONS OF ADU TO EXISTING SINGLE FAMILY HOME ARCHITECT: A0.0 COVER SHEET A0.1 GENERAL CODES ADDRESS & LEGAL DATA: CHRISTOPHER EZZELL A0.2 GENERAL CODE ANALYSIS E WORKSHOP A0.3 GENERAL CODE ANALYSIS OWNER: TAMARA & PHILLIP LESSLEY 314 FIRFIR FIRST AVENUE SOUTH A1.0 SITE PLAN: PARTIAL ATTLE, WA WA 998104 A1.1 SITE PLAN IMP. SURFACES ADDRESS: 22629 96th AVE W, EDMONDS, WA 98020 T. CHRIS@EWORKSHOPDESIGN.COM A1.2 SITE PLAN IMP. SURFACES D1.0 DEMOLITION SITE PLAN SITE AREA 16,988 SF D1.1 DEMOLITION: FLOOR PLAN / ELEVATION STRUCTURAL ENGEER: A2.0 KEY PLAN: GROUND FLOOR PARCEL NUMBER: 00544300009700 CHRISTOPHER SHAW A2.1 KEY PLAN: 1ST FLOOR A2.2 FLOOR PLAN: GROUND FLOOR LEGAL P.O. BOX 28598 A2.3 FLOOR PLAN: 1 ST FLOOR SEATTLE, WA 98118 A3.0 ROOF PLAN DESCRIPTION: SECTION 25 TOWNSHIP 27 RANGE 3 QUARTER T. 206-428-7550 SE PINECREST BILK 000 D-00 - TR 97 A5.0 EXTERIOR ELEVATIONS A5.1 EXTERIOR ELEVATIONS BUILDING CODE: INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 A6.0 BUILDING SECTION ZONING: RS-8 A6.1 BUILDING SECTION BUILDING CODE: WASHINGTON STATE ENERGY CODE (SEC) 2018 A7.0 WALL SECTION A7.1 DETAILS: PARTITION TYPES, WALL ASSEMBLIES & SKYLIGHT A7.2 DETAILS: ROOF DECK A7.3 DETAILS: STAIR A8.0 WINDOW & DOOR SCHEDULE & TYPES I I G S ■ ■ ■ I GS ■ ■ 1 IVEW PERVIOUS PAVED DRIVEWAY■ 1 � I � ■ I �I G S I STORM DRAIN MANHOLE RIM DATUM 393.05' SEI_ SURVEY FOR G s EkACT LOCATION 1 1 L I G � I S 1 ■ 1 1 G 1 S 1 Q■ LU G i 0 �■ Q 1 CL O , F-- �I ' U) ■ ■ Lp- _T_ I ... ■ ■ LEGEND PROPERTY LINE CONTOUR EXIST. CONTOUR NEW - SETBACK/EASEMENT NEW CONSTRUCTION WATER METER GAS METER ELECTRICITY METER WATER - GAS - POWER - SEWER EXIST. - SEWER NEW - DRAIN PIPES NEW TREE PARKING PAVED AREA I I DO NOT USE AS SITE PLAN, USE STAND ALONE PLAN N 88044'17" W 207.85' 0 IN 00-44 10 ZUb.bb NEW CONSTRUCTION f10aa.6 BY OTHERS .............EXISTING NEW CONSTRUCTION10.0 EXISTING — (71 SPECIAL INSPPECTION (SI) RE Q IRED FOR THIS i P PLEASE PROVIDE R REPORTS TO City Of Edmonds BUILDING INSPECTOR UPON REQUEST: © ■ M :_:L=._._._._._._.� Building Department GM EM ■A separate plumbing permit is required for this permit. Please■ Work ADU obtain a plumbing permit from the City of Edmonds. , Address 22629 96TH AVE W [enforcement hing in this permit approval process shall be interpreted as •--P-•••-P- wing or permitting the maintenance of any currently existing Owner LESSLEY --------------------- ••-S-•••-S- gal, nonconforming, or unpermitted building, structure, or ■ condition which is outside the scope of the permit I Approved Date 11 /23/2022 _S_... _S_ lication, regardless of whether such building, structure, or ■ dition is shown on the site plan or drawing. Such building, —sD -� -sD ucture, or condition may be the subject of a separate Building Official W. ♦ action. ■ •.♦ NOTE: Permit Number BLD2021-1346 P1 1. NO TREES ARE REMOVED. 2. TREE PROTECTION MEASURES WILL BE TAKEN PER 23.10.070 DURING DEVELOPMENT, SEE TESC PLAN & DETAIL ON SHEET EC1. 3. ADDING 1 1/4 " MIN. WATER METER TO SERVICE ADU AS PER OVWSD RECOMMENDATION S1-S5 STRUCTURAL DRAWINGS ■ ROOF INFILITTRATION I REAR ■ TRENCHSP . SEE G1 SET BACK••" •ro Cl) ♦ D� .. ,� • Imp �• ■� ♦•♦ ■ ♦ ♦ 1 SD ♦ ■ �► ♦ • SHED ■ SD 0 41111 T 0. ♦ NEW PERVIOUS AREA 4LL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE ••� APPROVED BY PLANNING • t G� Oct 18 2022 WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 4 KK 11 /04/2022 3 KK 10/07/2022 2 KK 09/09/2022 1 KK 07/20/2022 R'��I:aTirt�� N L9tITEC:3 � ^HR CHRISTOPHER L STAT€ of WASµ1NGTON Title RES U B Nov 16 2022 COVERDE EITY O MF NDTSOERVCES �� Issue Date 11 /05/21 Scale VARIES 1 \ SITE DEVELOPMENT PLAN 0 15 FT Scale: 1 /16" = 1 '-0" ayCmTY MAP 22629 96th AVE W EDMONDS WA 98020 Drawing No. SAFETY GLASS IDENTIFICATIONS REQUIRED 2018 CODES EACH PANE OF GLAZING INSTALLED HAZARDOUS LOCATONS MUST BE PROVIDED WITH WHICH IT COMLIES. THE LABEL NEEDS TO BE VISIBLE AT THE FINAL INSPECTION, AND IT MUST BE ACID -ETCHED SANDBLASTED, CERAMIC -FIRED OR AN EMBOSSED MARK OR OF THE TYPE WHICH ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. SAFETY GLAZING REQUIRED LOCATIONS: 1. GLAZING IN SWINGING DOORS EXEPT LOUVERD WINDOWS AND JALOUSIES COMPLYING WITH IRC R 308.2. 2. GLAZING IN FIXED AND SIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIGING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOOR. 4.GLAZING IN ALL UNFRAMED SWINGING DOORS. 5.GLAZING IN DOORS AND ENCLOURSES FOR HOT TUBS WHIRLPOOLS, SAUNAS, STEAMS ROOMS, BATHROOMS AND SHOWERS GLAZING IN ANY PORTIONOF A BUILDING WALL ENCLOSING THES COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGEODF THE GLAZING IS LESS THAN 60" ABOVE ANY STANDING OR WALKING SURFACE. EXCEPTION: OPENINGS THROUGH WHICH A 3" SPHERE IN UNABLE TO PASS (SEE DETAIL, PAGE 2). &GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO DOOR WHERE THE NEARST VERTICALIS WITHING A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN ACLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZINGF IS LESS THAN 60" ABOVE THE WALKING SURFACE. EXCEPTION: WHERE THERE IS AN INTERVENTING WALL OR PARTION BETWEEN DOOR AND GLAXZING OR WHERE THE DOOR ACCESSES A CLOSET TOR LESS IN DEPTH. (SEE DEfAILS,PAGE 3) 7.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, WHEN ALL THE FALLOWING APPLY: 7.1 EXPOSED AREA OF AN INDIVIDUALPANE GREATER THAN 9 S.F. 7.2 BOTTOM EDGE THAN 18" ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36" ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACE WITHING 36" HORIZONTALLY OF GLAZING. EXCEPTION: WHERE A PROTECTIVE 1-1/2" WIDE BAR IS INSTALLED ON ACCESSIBLE SIDE OF THE GLAZING 34" - 38" ABOVE THE FLOOR AND IS CAPABLE OF WITHSTANDING A LOAD OF 50 LBS PER LINEAL FOOT OR WHERE THE BOTTOM EDGE OF THE GLASS IS 25" OR MORE ABOVE GRADE, A ROOF, WALKING SURFACE, OR OTHER HORIZONTAL SURFACE.(SEE DETAIL,PAGE 4) &GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDES STRUCTURAL BALUSTER PANELS AND NONSTRUCRAL IN -FILL PANELS. 9.GLAZING WALLS ABD FENCECES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" HORIZONATALLY OF WATER'S EDGE. THIS WILL APPLY TO ALL SINGLE AND ALL PANES IN MULTIPLE GLAZING. ( SEE DETAIL, PAGE 2) 10,GLAZING ADJACENT TO STAIREWAYS, LADING, AND RAMPS WITHIN 36" HORIZONTALLY OF A WALING SURFACE WHEN THE EXCEPTION:WHERE A HANDRAIL OR GUARD IS INSTALLED PER IBC 1013 & 1607.7 OR WHEN THE GLASS IS GREATER THAN 18" FROM LANDING. ( SEE DETAIL,PAGE 5) 11. GLAZING ADHACENT TO STAIREWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD OF STAIRWAY IN ANY DIRECTION WHENTHE EXPOSED SURFACE SURFACE OF THE GLASS IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD. EXCEPTION: WHERE A HANDRAIL OR GUARD IS INSTALLED PER IBC 1013 & 1607.7 OR WHEN THE GLASS IS GREATER THAN 18" FROM THE RAILING. ( SEE DETAIL,PAGE 5) 1 SAFTY GLAZING NOTES GLAZING ADJACENT TO DOORS SAFETY GLAZING IS REQUIRED FOR ALL GLAZING WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR. SAFETY GLAZING IS NOT REQUIRED WHEN EXPOSED BOTTOM EDGE IS 60" OR GREATER ABOVE THE WALKING SURFACE. SAFETY GLAZING IS 1 REQUIRED AF - --- --f- - ---- SAFETY GLAZING IS NOT REQUIRED WHEN THE NEAREST I 1 EDGE OF THE NEAREST EDGE OF I I THE GLAZING IS NOT WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF 4" I 2THE DOOR ALSO NOT REQUIRED WHEN: Elevation 1. EXPOSED BOTTOM EDGE OF GLASS IS 60" OR GREATER ABOVE THE WALKING SURFACE. 23HERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND GLAZING. t �. r 3. ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3' OR LESS IN DEPTH. SAFETY GLAZING IS SAFETY GLAZING IS NOT REQUIRED FOR REQUIRED FOR ALL PANELS WITH EXPOSED BOTTOM EDGES 60" OR PANELS WITH EXPOSED Plan GREATER ABOVE THE WALKING SURFACE OR EDGES LESS THAN 60" WHEN PANEL IS OUTSIDE 24" ARC OF DOOR ABOVE THE WALKING EDGE SURFACE AND WITHIN 24" ARC OF DOOR _ WALL OR WALL OR PERMANENT BARRIER PERMANENT / BARRIER I SAFETY GLAZING IS \� ^ i/ - SAFETY GLAZING IS REQUIRED L NOT REQUIRED Plan SAFTY GLAZING ADJACENT TO OPERABLE N.T.S. SAFETY GLAZING REQUIRED AT FIXED OR OPERABLE PANELS AT INTERIOR AND EXTERIOR GLASS EXECPT AS NOTED BELOW: A. WALKING SURFACES AWAY HORISONTALLY 36" OR MORE FROM THE PLANE OFTHE GLAZING. B. EXPOSED BOTTOM EDGE IS 18: OR GREATER ABOVE THE FLOOR C. EXPOSR TOP EDGE IS 36" OR LESS ABOVE THE FLOOR. D. EXPOSED AREA OF AN INDIVIDUYAL PANE IS 9 S.F. OR LESS 5. isteq-y" E: WHEN A PROTECTIVE :� -5erety ¢n+p rf ' required OR / WON a: nq is not requred yrvwbsruMAun / her law sae L xyoeca Jnal of an rd%v,dl.a gene h 9 s 1 rx lest p -posed by Mee A (Y Ills! .1 1- IM.Ihrw low voalcr above lAe r .... .......... L Nu +.re. i rlwrsa h7rKonldly ul IN p4 . of tw ty �q EGRESS WINDOW REQUIRMENTS N.T.S. SAFTY GLAZING IS REQUIRED ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36" HORIZONTALY OF WALKING SURFACE OR WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD OF STAIRWAY IN ANY DIRECTIOB AND WHEN EXPOSED SURFACE OF GLASS IS LESS THAN 60" ABOVE THE NOSE OF THE THREAD OR WALKING SURFACE. Sancti gbzry is not requkeedd Elevation Selay 9t 19 is not requred Safety 9 tired is requr Plan Salely giatiny is required �A I safmy glazing Z is reWiFed ,- Safety glazrlg is I requred to, pa•wh with bottom _ego leas 1%ai 50" "bore a walking 4ufacc. I 1' Safety glaznvg is required t EXCEPTIONS 1. WHENTHE BATTOM EDGE OF GLAZINGIS 60" OR GREATED ABOVE THE WALKING SURFACE OR NOSE OF THE THREAD. 2. WHEN THE SIDE OF STAIRWAY, LANDING OR RAMP HAS GUARD OR HANDRAIL -- INCLUDING BOLUSTERS OR IN FILL PANELS PER 2018 IBC WAC 51 /50 2406.4.6 & 2406.4.7 -- AND WHEN THE PLANE OF THE GLASS IS GREATER THEN 18" FROM THE RAILING. SAFETY GLAZING @ STAIRS,RAMP & LANDINGS N.T.S. OPeIf1g md11h op THE MINIMUM NET CLEAR OPENING OF 5.7 S.F. S 11 REQUIRED EXCEPTIONS: \\ GRADE FLOOR OPENINGS \ MAY HAVE A NET CLEAT \ OPENING OF 5 S.F. -W I 34' Yr at -rade lour �\ i" iCIAgr v IRC R 310: BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM. SHALL HAVE AT LEAST OR AN OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. 5 EGRESS WINDOW REQUIRMENTS N.T.S. PENETRATION (OF THE PROTECTED ENVELOPE) DUCTS R 302.5 DUCTS IN GARAGEAND DUCTS PENTRATING THE I WALLS OR CEILINGS SEPARATING THE GARAGE DWELLING FROM THE GARAGE MUST BE A MIN. OF 26" GAUGE SHEET METAL WITH NO REGISTER OUTLET INTO THE GARAGE NO REQUIREMENTS FOR PIPE PENETRATION DUCTS OUTSIDE THE PROTECTED ENVELOPE ARE EXCLUDED FROM THESE REGULATION DOOR DOORS SEPARARTING THE GARAGE AND LIVING ROOM SPACES ARE 1-3/8" OR 20-MINUTE FIRE RATED DOOR. PENETRATIONS THROUGH FIRE SEPARATIONS N.T.S. Smoke alarms on every level AVOID THESE LOCATION FOR ALARMS NEAR COMBUSTIBLE SOURCES, FIRE PLACES, FURNACES HOT D'vl AR WATER HEATERS, SPACE HEATERS, KITCHENS, GARAGES WITH 3paoc ` VEHICLE EXHAUST. PLACE ALARMS AT LEAST 20' AWAY FROM SUCH SOURCES. hlcC+Miun 1 1 IN AIR STREAMS PASSING BY KITCHENS, SEE PAGE 1. j J IN DAMPS AREAS SUCH AS BATHROOMS WITH SHOWERS. t PLACE ALARMS AT LEAST 1 O' AWAY FROM SUCH SOURCES. J IN VERY COLD OR HOT AREAS SUCH AS UNHEATED OR 1r-r OUTDOOR ROOMS WHERE THE TEMPETURE WILL FALL OUT OF THE ALARM OPERATING RANGE. Enclosed Stairway IN VERY DUSTY OR DIRTY AREAS WHERE THE VENTS OF THE ALARM COULD BECOME CLOGGED. NEAR FRESH AIR VENT OR DRAFTY AREAS SUCH AS AIR Flue'esmot CONDITIONERS, HEATERS FLOOR AND CEILING FANS. !p„,re CO1,ng lain IN DEAD AIR SPACES, SEE THIS PAGE FOR DEAD AIR ARE At ENCLOSED STAIRS AND PAGE 1 FOR OTHER LOCATIONS. Cixydrtonrr IN INSECTS -INFESTED AREAS. INSTAL BUG SCREENS. t Avoid smoke alaryns NEAR FLUORESCENT LIGHTS PLACE ALARMS AT LEAST 5 FEET in these locations AWAY FROM SUCH SOURCES. 3 SMOKE ALARM LOCATION N.T.S. IRC R 314: 2018 CODES SMOKE ALARMS MUST BE AUIDBLE IN ALL PARTS OF THE HOUSE AND INSTSLLED PER MANUFACTURER'S INSTRUCTIONS. NEW HOUSES ALARMS ARE REQUIRED AND ,mUST BE CONNECTED TO MAIN ELECTRICAL SYSTEM WITH BATTERY BACKUPP, EXISTING HOUSES (IRC R 314.3.1) ALARMS ARE REQUIRED FOR ANY ADDITION OR REPAIR WORK REQUIRING A BUILDING PERMIT. EXCEPT EXTERIOR SURFACE WORK SUCH AS RE -ROOFING. ALARMS MUST BE INERCONNECTED AND HARD WIRED. EXCEPTION: ALARMS WILL NOT BE REQUIRED TO BE INETRCONNECTED AND HARD WIRED WHERE THE PERMIT WORK DOS NOT REQUIRE THE REMOVAL OF INTERIOR WALL OR CEILING FINISHES UNLESS THERE IS AN ATTIC, CRAWLSPACE, OR BASEMENT AVAILABLE WHERE ACCESS IS PROVIDED. REQUIRED LOCATIONS EACH SLEEPING ROOM AND OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, EVERY FLOOR LEVEL INCLUDING BASEMENTS, BUT NOT INCLUDING CRAWLSPACE AND UNINHABITABLE ATTICS IN SPLIT LEVEL FLOOR PLANTS, AT THE UPPER LEVEL, PROVIDED THERE IS NO INTERVINING DOOR BETWEEN DOOR BETWEEN ADJACENT LEVELS AND THE LOWER LEVEL IS LESS THANA FULL STORYBELOW THE UPPER LEVEL. 20' M. I AI'.-rnate alarm bCstlon Ccxnbuetihk� tinrucr (Rrepla:e.. I Kitchen i Bedroom Belaroom � J C Centrally coca cd alarm Marne in awh bed•oon O $ Bedroom Bedroom I1 Air return Do not place alarms in dead air locations. 1 In r_eilings with ,r 4" different hnghts t t locate alarm at h,gl•vst area t1S" 3 Cer:ar o' ;eriing, deal local on of alarm e SMOKE ALARM REQUIRMENTS N.T.S. IRC 302.6 2018 CODES GARAGES BENEATH HABITABLE ROOMS MUST BE SEPARATED AT THE CEILING WITH 5/8" TYPE X GYPSUM BOARD. THE STRUCTURE SUPPORTING THE SEPARATION AND WALLS BETWEEN THE RESIDENCE AND GARAGE MUST BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD. VS" type X gypsum Dotard Wr ruxls w 1n 1 r2' Qgypsi rn board iL 1,7'gyruenhrlard 3 � 1.1V1NG AREA Gonwete slab on gr" Dwelling I Garage Separation NOTE. tasknlrg per IRC tabb RTU1.3.5. 98" type rt at CA". --- • F,+yer a•N 6c cooler rab t8 T ae orc"'A xrew! 0 c.< Wier% tern rK1 K r Mcr ' P c c Or : t 1r2' irypalee bverd at wens �^•fa�M r.hSd=]a La 08"o a rr drrar I nrvw g 16 o_ wber r4j r. ' 6' u.o. �«A... . rh Aorrh, nrleY-r ndy-9 M 17'e.r aMn Ynr-rq h 2.7' o c. FIRE SEPARATION BETWEEN DWELLING & CRAWL SPACE N.T.S. WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 6029 -- r sI TEErl A i.yilTfiG3 CHRISTO?MEA L STATE of WA8HIN6'rON Title RES U B Nov 16 2022 GENERAL CGOMSCERVICES '� Issue Date 11 /05/21 Scale 1 /8 = 1 p-0" Drawing No. A0.1 GENERAL NOTES: ENERGY AND VENTILATION ALL CODES REFERENCED CAN BE FOUND IN THE 2018 IRC UNLESS OTHERWISE STATED EXHAUST FANS EXHAUST FAN TO VENT DIRECTLY TO THE EXTERIOR. COORDINATE ALL PENETRATIONS WITH ARCHITECT. CFM REQUIREMENT TO MEET THE MINIMUM FOR THE FOLLOWING LOCATIONS: 50 CFM AT LOCATIONS: BATHROOM -TOILET & LAUNDRY ROOM. 100 CFM AT KITCHEN. 100 CFM AT WHOLE HOUSE VENT. VENTILATION PROVIDE OUTSIDE AIR AT EACH HABITABLE ROOM WITH INDIVIDUAL INLET AT WALLS, TYPE. VENTILATION REQUIREMENTS TO ABIDE BY SECTION M1507. THERMOSTAT PROVIDE MIN. (1) ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE THERMOSTAT TO ABIDE BY SECTION R403.1.1 OF THE 2018 WASHINGTON ENERGY CODE DUCT LEAKAGE TEST ALL DUCTS/AIR HANDLERS ARE LOCATED INSIDE THE BUILDING ENVELOPE AND DO NOT REQUIRE TESTING PER EXCEPTION FOUND IN SECTION R403.2.2 OF THE 2018 WASHINGTON ENERGY CODE. ALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE AND BE ALL WHOLE- HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY IRC M 1507.3 MUST BE MET WITH A HIGH EFFICANCY FAN (MAXIMUM 0.35 WATTS/CFM), NOT INTERLOCKED WITH THE FURNACE FAN. VENTILATION SYSTEMS USING A FURNACE INCLUDING AN ECM MOTOR ARE ALLOWED, PROVIDED THEY ARE CONTROLLED TO OPERATE AT LOW SPEED IN VENTILATION ONLY MODE. TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE BELOW 3 AIR CHANGES PER HOUR PER SECTION R402.40 OF 2018 WASHINGTON ENERGY CODE. LIGHTING 2018 WASHINGTON ENERGY CODE. A MINIMUM OF 75% OF PERMANENTLY INSTALLED LAMPS IN INTERIOR & EXTERIOR LIGHTING FIXTURES MUST BE HIGH-EFFICANCY LAMPS PERWSEC R404.1. ALL WHOLE HOUSE VENT REQUIREMENTS ARE MET BY SECTION M1507.3 OF THE IRC AND IT MEET HIGH EFFICIENCY FAN WITH MAXIMUM 0.35 WATTS/CFM. HEATING AIR SOURCE HEAT PUMP (8.5 HSPF MIN.) FOR NEW CONDITIONED AREAS ELECTRIC HEAT PUMP WATER HEATER(EF OF 2.0 MIN.) FOR NEW BATHROOMS. ROOF VENT PER R806.2 270.6/150 = 1.8 SQ.FT ARE REQUIRED CORA V-600 TE: 20 SQ INCHES PER LIN. FT 29.25 LIN FT. IS 585 SQ.INCH 585 SQ. INCH = 4.1 SQ.FT 144 29.7' OF RIDGE VENTILATON HAS BEEN PROVIDED. PER MANUFACTURER ONLY 13.0 LINEAL FEET OF V-600 IS NEEDED FOR THIS BUILDING. CRAWL SPACE VENT PER R408.2 AND R 806.1 733/150=4.8 SQ.FT VENTILATION IS REQIRED 2 CRAWL VENTS ARE PROVIDED. 2 (2.4 X 1 ) = 4.8 SQ.FT CRAWL SPACE VENT ARE PROVIDED. SEE FOUNDATION PLAN ON SHEET S3 EXISTING RESIDENCE UTILITIS LOCATION HEATING FURNACE - FURNACE FOR UPPER LEVEL IS IN THE ATTIC, POSITIONED ABOVE THE HALLWAY. FURNACE FOR THE LOWER LEVEL IS IN THE MECHANICAL ROOM IN GROUND FLOOR' ELECTRICAL ELECTRIC PANEL - MAIN PANEL IN DINING ROOM. SUB PANEL IN THE LAUNDRY ROOM WATER WATER SHUT OFF VALUE - IT IS IN THE LAUNDRY ROOM (WEST WALL) PLUMBING FIXTURES SCHEDULE EXISTING NO. LOCATION FIXTURE.TYPE .... �8 3 8 6' co CU t 9 .............. O �j { � DIAGRAM :AVERAGE GRADE PLUMBING FIXTURES SCHEDULE NEW QTY NO. LOCATION FIXTURE.TYPE 01 KITCHEN FAUCET 1 02 KITCHEN INSTA HOT FAUCET 1 03 KITCHEN DISHWASHER 1 04 KITCHEN WATER DISPENSER(REF) 1 05 POWDER ROOM SINK 1 06 POWDER ROOM FAUCET 1 07 POWDER ROOM TOILET 1 08 BATHROOM 1 SINK 2 09 BATHROOM 1 FAUCET 2 10 BATHROOM 1 TOILET 1 11 BATHROOM 1 TUB 1 12 BATHROOM 2 SINK 2 13 BATHROOM 2 FAUCET 2 14 BATHROOM 2 TOILET 1 15 BATHROOM 2 SHOWER 1 16 BATHROOM 3 SINK 1 17 BATHROOM 3 FAUCET 2 18 BATHROOM 3 TOILET 1 19 BATHROOM 3 SHOWER 1 20 LAUNDRY ROOM WASHING MACHINE 1 21 WORKSHOP TOILET 1 22 WORKSHOP SINK 1 23 WORKSHOP DOGSY WASHING SINK 1 23 WORKSHOP INDOOR SPICKET 1 24 WORKSHOP OUTDOOR SPICKET 1 25 FRONT LAWN HOSE BIB 1 26 BACK YARD HOSE BIB 1 27 METER 1 1/4" SERVICE LINE 1 TOTAL EXISTING FIXTURES: 33 0 Lo CV QTY AVERAGE GRADE Formula: A + B + C + D = 393.1 + 392.9 + 387.5 + 387.6 = 390.3 4 4 A A HEIGHT LIMIT 01 KITCHEN FAUCET 1_ 02 BATHROOM SINK 1 AVG GRADE = 390.3' 03 BATHROOM FAUCET 1 FIN. FL: EXIST. G FL......................................................................I ........ ..-..................... ... ........................... ......... 04 BATHROOM TOILET 1 — — — — 05 BATHROOM SHOWER 1 387'5" :..... ............. FIN FL 06 BATHROOM (LAUNDRY) WASHING MACHINE 1 FIN. FL: NEW CONS, 388'-9" 07 METER 1 1/4" SERVICE LINE 1 TOTAL NEW FIXTURES: 7 TOTAL EXISTING FIXTURES + TOTAL NEW FIXTURES = TOTAL PLUMBING FIX -FUR 33+7=40 FIXTURE COUNT REQUIRES A 1 " METER W/ A 1 1/4" SERVICE LINE MIN. A 0 CV FIN FL: EXIST. 1ST FIL 395'-5" FIN. FIL 3861-5111 384'-3" HEIGHT LIMIT = 390.3' WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 3 KK 09/09/2022 2 KK 07/20/2022 1 KK 04/14/2022 $O119 mW --- yT%i Lo N L9tITECT ^HR CHRISTO?HER L STAT€ OF WASHINGTON Title RES U B GENERAL Nov 16 2022 CODE ANALIY I EDT °Rv,ES Issue Date 11 /05/21 Scale 1 /8 = 11-0" Drawing No. A0.2 simple heating system size: wasningion state This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. A A Please complete the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please contact the WSU Energy Program at energycode@energy.wsu.edu or (360) 956-2042 for assistance. Project Information Contact Information JOHANSON RESIDENCE CHRISTOPHER EZZELL 22629 96TH AVE W 314 1ST AVE S EDMONDS WA98020 1 SEATTLE, WA98104 Heating System Type: 0 All Other systems Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Instructions Edmonds Design Temperature Difference (AT) 46 AT= Indoor (70 degrees) - Oukbx Design Temp Area of Building Conditioned Floor Area Iretructions Conditioned Floor Area (sq ft) 800 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 11.3 9,040 Glazing and Doors U-Factor X Area = UA Instructions U-0.20 Fil I 0.200 216 43.20 Skylights U-Factor X Area = UA Instructions 0.50 63 31.50 Insulation Attic U-Factor X Area = UA Instructions R_49 0.026 699 18.17 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions lI R-49 Advanced 0.020 00 Above Grade Walls (see Figure p U-Factor X Area UA Instructions R-21Intermediate 0.056 1,157 64.79 Floors U-Factor X Area UA Instructions R-30 0.029 800 23.20 Below Grade Walls (see Figure i) U-Factor X Area UA Instructions Select R-value No selection 0 --- Slab Below Grade (seeFigum1) F-Factor X Length UA lnstucdons Select conditionin No selection 0 --- Slab on Grade (seeFigurei) F-Factor X Length UA Instructions Select R-Value No selection Location of Ducts Instructions Duct Leakage Coefficient 11 Unconditioned Space 1.10 Fi ure 1. �13r.d. Sum of UA 180.87 Envelope Heat Load 8,320 Btu / Hour Sum of UA x 4T Air Leakage Heat Load 4,491 Btu / Hour Volume x 0.6 x AT x 0.018 Building Design Heat Load 12,811 Btu / Hour Air leakage + envelope heat loss Building and Duct Heat Load 14,092 Btu / Hour Ducts in unconditioned space: sum of budding heat loss x 1.10 Ducts in conditioned space: sum of building heat loss x 1 Maximum Heat Equipment Output 17,615 Btu / Hour Buildina and duct heat loss x 1.40 for forced air furnace Buildina and duct heat loss x 1.25 for heat Dump 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Version 1.0 These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Project Information Contact Information JOHANSON RESIDENCE CHRISTOPHER EZZELL I 22629 96th AVE W.EDMONDS WA 98020 13141STAVES,SEATTLE,WA98104 I Instructions: This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings: Table R402.1- Insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits. Authorized Representative Date 09/24/2021 All Climate Zones (Table R402.1.1) R-Value ° U-Factor ° Fenestration U-Factor" n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC b ° n/a n/a Ceiling ° 49 0.026 Wood Frame Wall g•^ 21 Int 0.056 Floor 30 0.029 Below Grade Wall,' 10/15/21 Int +TB 0A42 n/a Slab R-Value& Depth 10, 2 ft R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. _ "10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21 +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. d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. For single rafter- orjoist-vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for 9 climate zone 5 of ICC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. Prescriptive Path - Single Family 2018 Washington Stale Energy Code-R 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in #1 or #3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 Heating Options Fuel Normalization Descriptions Credits - select ONE heating option User Notes 1 Combustion heating minimum NAECA" 0.0 ❑ 2 Heat pump` 1.0 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 - select ONE energy option from each categoryd 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 ❑ Efficient Building Envelope 2.0 ❑ Efficient Building Envelope 3.0 ❑Efficient Building Envelope 0.5 ❑ r Air Leakage Control and Efficient Ventilation 0.5 l�Air Leakage Control and Efficient Ventilation 1.0 ❑Air Leakage Control and Efficient Ventilation 1.5 ❑ 11 2A Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.1a High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 _ 1.5 _❑ ❑ 3.3" High Efficiency HVAC 3.4 High Efficiency HVAC 1.5 ❑ 771 3.5 High Efficiency HVAC 1.5 ❑ 3.61 4.1 High Efficiency HVAC 2.0 _ 0.5 ❑ High Efficiency HVAC Distribution System ❑ 4.2 High Efficiency HVAC Distribution System 1.0 ❑ Prescriptive Path - Single Family 2018 Washington Slate Energy Code-R 2 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones In Washington Single Family - New & Additions (effective February 1, 2021) Summary of Table R406.2 (cont.) Energy Options P Energy Credit Option Descriptions (cont.) Efficient Water Heating Credits - select ONE energy option from each category_ 0.5 ❑ User Notes 5.1d 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) 1.0 Q 7.1 1 Appliance Package Total Credits 0.5 ❑ 3.0 calculate Total. C ear Form a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category 5. Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. Please print only pages 1 through 3 of this worksheet for submission to your building official. Prescriptive Path - Single Family 2018 Washington Slate Energy Code-R WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 3 KK 11 /04/2022 2 KK 07/14/2022 1 KK 04/14/2022 6029 -- f frISTEErCC A i°yilTfiGT CHRi5T0PMEA L STATE of WA8HtN6'iON Title RES U B GENERAL Nov 16 2022 CODE ANALIY= NDTSOERVCES Issue Date 11 /05/21 Scale 1 /8 = 1 i-0ii A Drawing No. A0.3 SELECTIVE DEMOLITION - GENERAL NOTES 1. ITEMS INDICATED TO BE REMOVED AND SALVAGED REMAIN OWNER'S PROPERTY. REMOVE, CLEAN, AND DELIVER TO OWNER'S DESIGNATED STORAGE AREA. 2. COMPLY WITH EPA REGULATIONS AND HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. 3. IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND OWNER. OWNER WILL REMOVE HAZARDOUS MATERIALS UNDER SEPARATE CONTRACT. EXECUTION 1. MAINTAIN SERVICES/SYSTEMS INDICATED TO REMAIN AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. BEFORE PROCEEDING WITH DEMOLITION, PROVIDE TEMPORARY SERVICES/SYSTEMS THAT BYPASS AREA OF SELECTIVE DEMOLITION AND THAT MAINTAIN CONTINUTIY OF SERICES/SYSTEMS TO OTHERE PARTS OF THE BUILDING. 2. LOCATE, IDENTIFY, SHUT OFF, DISCONNECT, AND CAP OFF UTILITY SERVICES AND MECHANICAVELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY DEMOLISHED. 3. PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO FACILITIES TO REMAIN. 4. REMOVE STRUCTURAL ELEMENTS ONLY UNDER ENGINEER'S SUPERVISION. 5. PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND FINISHES TO REMAIN OR CONSTRUCTION BEING DEMOLISHED. 6. PROVIDE TEMPORARY WEATHER PROTECTIION TO PREVENT WATER LEAKAGE AND DAMAGE TO STRUCTURE AND INTERIOR AREAS. 7. PROTECT WALLS, CEILINGS, FLOORS AND OTHER EXISTING FINISH WORK THAT ARE TO REMAIN. ERECT AND MAINTAIN DUSTPROOF PARTITIONS. COVER AND PROTECT FURNITURE, FURNISHINGS, AND EQUIPMENT THAT HAVE NOT BEEN REMOVED. 8. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. COORDINATE WITH CONSTRUCTION DRAWINGS. USE CUTTING METHORDS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. 9. PROMPTLY REMOVE DEMOLISHED MATERIALS FROM OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM. DO NOT BURN DEMOLISHED MATERIALS. SCOPE FURNISH ALL LABOR AND MATERIALS TO COMPLETE ALL WORK OF THIS SECTION AS DESCRIBED HEREIN AND/OR AS SHOWN ON DRAWINGS. 1. REMOVE PART CONIC. PATHWAY AS INDICATED. 2. REMOVE CONIC. RAMP. 3. REMOVE CONIC. RETAINING WALL 4. REMOVE WOOD DECK. 5. REMOVE ALL EXPOSED DEAD WIRING, PLUMBING, MECHANICAL EQUIPMENT.PER ELEVATION 2/D1.1. LEGEND PROPERTY LINE •— CONTOUR EXIST. ................ CONC. WALLS TO BE REMOVED STRUCTURE TO BE REMOVED ---- P,�����', SURFACE TO BE REMOVED -. TREE C i C1DEMOLITION SITE PLAN Scale: 3/T = 1'-0" 0 6 FT WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date N HRpH1TEC T is ^ CHRISTO?HER L STAT€ OF WASµ1NGTON Title RES U B Nov 16 2022 SITE PLAN: ID012TTION Issue Date 11 /05/21 Scale 3/16" = 1 ' -0" Drawing No. D1.0 1 FLOORT LAN:DEMOLITION HN Scale: 1 = 1 ' -0" REMOVE EXIST. DOOR L--J L--J REMOVE EXIST. WINDOW II I I REMOVE EXIST — REMOVE EXIST REMOVE EXIST. L I - RETAINING II II II `� `, WALL II II II II II II II II II REMOVE EXIST. CONC. PAVEMENT 2 EXTERIOR ELEVATION : DEMOLITION Scale: 1 /4" = 1 ' -0" I I I I I I REMOVE EXIST. WINDOW I I ,r- REMOVE EXIST. SLIDING DOOR REMOVE EXIST. STAIR REMOVE EXIST DECK I I I I I LEGEND STRUCTURE TO BE REMOVED ---- WALLS TO BE REMOVED -;__ 0 6 FT DOOR &WINDOWS TO BE REMOVED _—] DECK STAIR LEGEND WALLS TO BE REMOVED DOOR & WINDOWS TO BE REMOVED ---- WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 6029 w., - 4TrC o N HRUmTEC:3 is ^ CHRISTO?HER L STAT€ OF WASµ1NGTON Title RES U B DEMOLITION Nov 16 2022 FLOOR PLAI'CT LMTION Issue Date 11 /05/21 Scale 1 /4" = 1 ' -0" Drawing No. D1.1 zL A zL zL GATE PATH EXIST NO CHANGE SIDE SET BACK T (p- G— --- — --- G G -G • .4. 4$,'S— ......... i S G P3 ............ ........ RESIDENCE ♦EXIST NO CHANGE/ ------------------------- - ♦ .......................................... 4 1 ■ Co — --- — — — — — — — — — — — — — — — — — —■ G GARDEN % ................ WEST BREEZEWAY G BREEZEWAY ♦EAST NEW COTTAGE • 0 4P# ## ■ 00 r-- - - - - - - - - - - - - - DS IDS LiLliLLMLUI� �__jll — — — — — — — — — — — — — — 1-1 DRIVEWAY EXIST NO CHANGE • ■ 00 4V♦mum000 6% r— G D F-1 ❑v'I GIR D G NEW ROOF DECK E• DSI N - - - - - - - - - I P2 IDS Ila SID W WORKSHOP STORAGE ................ DS " $ p ....... 3-941 ......... ; �- NEW ROOF ID SD b .......... EXIST NO CHANGE EXIST."NO CHANGE p 1: p W --:-----G ........ W -P-... -p . ... . ... P. SIDE SETBACK W . ... . ... W . ... . .... W . ... . .... -W - --- — --- - --- — ---- W- - - -.w--,, SD-L.:SDI 0) 0 C-0 C, 0-) lb CY) Cie EXISTING NEW CONSTRUCTION EXISTING — — — — — — — — — — — — — — — — — --- d-- 7;--= —� = = = Z:: — — Z NOTE: DOWN SPOTS AND ROOF DRAINAGE SEE CIVIL ENGINEER DRAWINGS PG1 0 SITE PLAN 0 1—Scale: 1/8" = 1 '-0" EN F 15 FT M S S. GARDEN LEGEND — SD SD ; 0 tog 0 SID 0:0 a in < SD SD ■ 0 < S ; D PROPERTY LINE CONTOUR EXIST ........... SETBACK / EASEMENT WATER METER GAS METER ELECTRICITY METER FE-q WATER WATER NEW GAS GAS NEW POWER POWER NEW SEWER EXIST SEWER NEW DRAIN PIPES NEW —SD----SD— TREE PARKING DOWN SPOUT C] DS WORKSHOP 314 FIRST AVENUE, SEATTLEWA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 4 KK 11/04/2022 3 KK 10/07/2022 2 KK 07/20/2022 1 KK 04/14/2022 $019 �AJJQHITFC� rig CHRISTOPHR L STATE OF WASHINIn Title R E S U B Nov 16 2022 SITE PLAN: PATMAL,s Issue Date 11 /05/21 Scale 1/8 = V-10" Drawing No. A1.0 BUILDING COVERAGE: EXISTING: NEW ` 1 - EXIST. HOUSE: 1,838.1 SF 4 - ADU ADDITION/NEW DECK: 838.2 SF ` 2 - WORKSHOP: 912.1 SF 5-PORCH: 220.5 SF ` 3 - STUDIO: 180.0 SF 6 - EAST BREEZEWAY: 108.0 SF ` TOTAL 2,930.2 SF 7 - WEST BREEZEWAY: 52.1 SF < 8 - GARAGE 329.1 SF < TOTAL : 1,547.9 SF < EXISTING TO BE REMOVED: 18 -STAIR 36.3 SF 19 - DECK 187.7 SF TOTAL 224.0 SF NEW BUIDING COVERAGE: ` NEW ADDITION - EXIST. TO BE REMOVED = NEW ` 1,547.9 SF - 224.0 SF=1,323.9 SF ` HARD SURFACE AREA 12 - TERRACE : 503.4 SF 13 - DRIVEWAY (ON -SITE) : 469.2 SF 14 - PATHWAY: 2,697.1 SF 16 - CONC. SLAB 411.1 SF TOTAL 4,080.8 SF 20 - DRIVEWAY (OFF -SITE) : 930.6 SF EXISTING TO BE REMOVED: 15 - CONC. PAVEMENTS 200.7 SF 17 - CONIC. TERRACE: 1,339.5 SF TOTAL : 1,540.2 SF NEW : 10 - PATHWAY: TOTAL : NEW HARD SURFACE AREA 4 - ADU ADDITION/NEW DECK: 5 - PORCH: 6 + 7 BREEZEWAYS: 8-GARAGE 10 - PATHWAY: 11 - DRIVEWAY: 49.5 SF 49.5 SF 838.2 SF 220.5 SF 160.1 SF 329.1 SF 49.5 SF 318.4 SF BUILDING COVERAGE: EXIST BUILDIN COVERAGE AREA TO BE REMOVED: 224 SF EXIST. STRUCTURE 2,930.2 SF NEW ADDITIONS 1,323.9 SF TOTAL FLOOR AREA 4,254.1 SF BUILDING COVERAGE: LOT AREA = 16,988 SF 4,254.1/16,988 = 25.04% 25.04% < 35% ALLOWED COVERAGE AREA IN RS-8 ZONE HARD SURFACE AREA: 2 Q (TERRACE, DRIVE WAY& PATHS) 3 Q EXIST. HARD SURFACE AREA TO BE REMOVED: 1,339.5 SF 4 Q EXIST. IMPERVIOUS AREA : 4,080.8 SF EXIST. STRUCTURE : 2,930.2 SF NEW ADDITIONS : 1,915.8 SF TOTAL AREA : 8,926.8 SF 8,926.8 /16,988 = 52.54 % TOTAL AREA 1,915.8 SF 11 ■ st ♦♦ ...................... .o 0 TOF ;I • ♦ ■ a ■ :.. ♦♦. 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I ■ ................................. .............................. ................................. .............................. .............................. ■ ® SITE PLAN :NEW HARD SURFACE AREA HN 0 15 FNEW PERVIOUS AREA T ., Scale: 1/16" = V-0" NEW STRUCTURES 01 III Q0 SITE PLAN: EXIST HARD SURFACE AREA 0 15 FT Scale: 1 /16" = 1 ' -0" HN F__L__F__1 ■ ■ ♦ ■ ♦ ♦40* �i �• ♦♦_ �■4:44 ••.■ '• all ♦ ■ 4V#4W •♦♦ ® EXIST. HARD SURFACE AREA EXIST. BUILDINGS & DECK EXIST. BUILDING COVERAGE / IMPERVIOUS AREA TO BE REMOVED 0Z� WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 4 KK 11 /04/2022 3 KK 10/07/2022 2 KK 07/20/2022 1 KK 04/14/2022 8o29 ­,.-7 A t" mTECT CHRISTO?MEA L TAT€ of wAgHING'rON Title RES U B SITE PLAN : Nov 16 2022 IMPERVIOU& P SAGES Issue Date 11 /05/21 Scale 1 /16" = 1 ' —0" Drawing No. A1.1 BUILDING COVERAGE: HARD SURFACE AREA EXISTING TO BE REPLACED: 18 -STAIR 26.8 SF 19 - DECK 151.2 SF TOTAL NEW : 178.0 SF 4 - GARAGE 188.4 SF 5 - ADU ADDITION/NEW DECK: 312.5 SF 6 - PORCH: 53.4 SF 7 - BREEZEWAYS: 23.5 SF TOTAL 577.8 SF 9 61 EXISTING TO BE REPLACED: BUILDING COVERAGE: 11 - DRIVEWAY 318.4 SF EXIST.BUILDIN COVERAGE AREA TO BE REMOVED: 224 SF 16 - CONC. PAVEMENT 140.2 SF EXIST STRUCTURE 178.0 SF NEW ADDITIONS 577.8 SF 17 - TERRACE : 11.2 SF TOTAL FLOOR AREA 755.8 SF 20 - CONC. TERRACE: 657.4 SF TOTAL 1,127.2 SF HARD SURFACE AREA: (TERRACE, DRIVE WAY& PATHS) NEW EXIST. HARD SURFACE AREA TO BE REPLACED. : 1,127.2 SF EXIST. STRUCTURE AREA TO BE REPLACED. 178.0 SF 10 - PATHWAY: 26.7 SF NEW STRUCTURE ADDITIONS 577 .8 SF NEW HARD SURFACE AREA 26.7 SF TOTAL AREA 26.7 SF TOTAL AREA 1,909.7 SF SITE PLAN: NEW HARD SURFACE AREA 0 15 FT Scale: 1 /16" = 1 '-0" HN F__L__T__1 THE TOTAL NEW ADDED & REPLACED SURFACE AREA IS LESS THAN 2,000 SE 1,909.7 < 2,000 ® NEW PERVIOUS AREA NEW STRUCTURES ® EXIST. HARD SURFACE AREA Lj EXIST. BUILDINGS & DECK MI EXIST. BUILDING COVERAGE / IMPERVIOUS AREA TO BE REPLACED WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 6029 -- A j;IJITECT CHRISTO?MEA L STATE OF WASHIN67s�N Title RES U B SITE PLAN : Nov 16 2022 IMPERVIOU& P SAGES Issue Date 11 /15/22 Scale 1 /16" = 1 ' -0" Drawing No. A1.2 RESIDENCE EXIST. NO CHANGE EXISTING 1 KEY PLAN ' GROUND FLOOR Scale: 31 = 1'-0" GARDEN E. BREEZEWAY r- — — — — — — — — — — — — — T — — — — — — — — — — — — — 388.5' 388.5' I I I II I — — — — — — — — — — — — — — IDS PORCH W. BREEZEWAY ---------------I I RAMP I DN DIN I \ '387.4' I 387.4' I \ IDS `• \ - — — — — — — — — — — — — — — — r---i---� -- --1 €I I I o I I I m I 388........... I I z I I z I LIVINGRM I I I a_ I GARDEN I I DIN I I I UP I E I I I I 387.4' L — I— — - STAIR DS I DSo -------�------- — — I HALL KITCHEN MASTER BEDRM BATHROOM R1��9�111= UTILITY CL CARPORT EXIST. NO CHANGE --------------- NEW GATES I I I NEW I I I FENCE I I I I I I I I I I I I I I I I I C 11 I n I I I I I I I I I I I i — — — — — — — — — — — — — — — — — — — \— — — — — = — — — — — — — J 391.7' 388.3' WORKSHOP STORAGE EXIST. NO CHANGE EXIST. NO CHANGE -7-77"" NEW CONSTRUCTION EXISTING WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 80.t7 VCHRISTOPHEA LA7E O _ WASN{NG70N Title RES U B KEY PLAN Nov 16 2022 GROUND FLNDSORDCES Issue Date 11 /05/21 Scale 3/16" = 1 ' -0" 6 FT Drawing No. A2.0 ......................................... : RESIDENCE EXIST. NO CHANGE KITCHEN EXIST. NO CHANGE DINING AREA EXIST. NO CHANGE EXISTING 1 KEY PLAN : 1ST FLOOR Scale: 3/16" = 1'-0" r- ------------- r, II I II II II II OUTDOOR II I DINING DECK I I_ --------- I--------- I II II II II II II NEW ROOF DECK DN STAIR WORKSHOP ..................................... EXIST. NO CHANGE �T NEW CONSTRUCTION -- EXISTING NEW WALL 0 EXISTING WALL 6 FT El GRAVEL PATH I STORAGE EXIST. NO CHANGE M" WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 6029 w., - 4TrC o N UmTEC:3 ^� CHRISTO?HER L STAT€ OF WASµINGTON Title RES U B KEY PLAN Nov 16 2022 1 ST FLOOR DE EI O MF NDT SOERV CES DEPARTMENT Issue Date 11 /05/21 Scale 3/16" = 1 ' -0" Drawing No. A2.1 T Cu Q 2018 WEC PRESCRIPTIVE REQUIREMENTS PRESCRIPTIVE OPTION MAX ALLOWED GLAZING % 25% / 2 \ 1 /A5.0 MAX ALLOWED GLAZING U-VALUE 0.20 E 20'-3" 0 16'-2" MAX ALLOWED DOOR U-VALUE 0.20 JL PLANTING BED 2 I I DOOR/WINDOW HEADER R-VALUE R-10 4'-1" 5'-41/2" 5'-41/2" i5'-41/2"--------------- r CEILING/ROOF R-VALUE R-49 ADVANCED 5'-4 1/2"I 5 6" EAST BREEZEWAY I EXT. WALL ABOVE GRADE R-VALUE R-21 INT. r SERVICE I T Q � I— - ------------------- i I GATE FLOOR ABOVE GRADE R-30 IN I III DRAIN I I I WALL BELOW GRADE R-VALUE R-10/15/21 INT. +TB -----I---- --r.-.---.-.-..-..-.t...... UP I.I r—T-- --- ................................................... \ 2/A5,1 I;I / F — SLAB ON GRADE R-VALUE R-10 SLOPE \ I ILu a r 011 N W-2 1/10' = V-0" \ I I I i r RAMP UP L E WEST BREEZEWAY // I 16j-7" W-01 (D.-I — —_ / = II D-01 191211 X 61911 DS — — — — — — — — — — — — — — — — — — — — —`i N co E RESIDENCE EXIST. NO CHANGE CV L9 J EXISTING DS CV T 0 T I I I I I I I I I I I I I I .----------- GARDEN I LIVING AREA I I I I 20 I I I I I I I I qx EGRESS PER IRC310.2 I W-08 W-07 I L— — - -- J 3'0" X 6'8" 7'2" X 6'8"1 DS CV D-05 C° MASTER BEDROOM MS 12'-1 " NOTE: 1. DIMENSIONS TO STUD EXCEPT WHERE NOTED 2. INTERIOR PARTITIONS ARE 2X4 WD STUD, EXCEPT WHERE NOTED 1 FLOORT LAN:GROUND FLOOR HNScale: 1 = 1 '-0" HALL V-1 8'-10 1/2" .----•� D-06 BATHROOM iELECTRIC BASE BOARD TYP. )WHV W/D SHOWER jt�I � 3 -0" X5i -6" . D-03 II _CL- I DN UP - — — — — — — — — CMS — — — — — — — — - KITCHEN O D-02 �REF— - - O GUEST BEDROOM Co o, P-1 EP - W W-05 -04 1'6" X 2'0" 1'6" X 2'8" 0 2/A5,0 36'-8" 0 6 FT EW CONSTRUCTIO D-09 IDC co o I m ~ NEW z FENCE g I I I L I Q I I I I = I ---- °' ------ c I I I I I I I I I I I I I D-10 I I I Imm h W-03 "DS STAIR I z' 210" X 315" 17R @ 7 1/2"--- EGRESS PER IRC310.2 16T @ 11 " 3'-5 1/2" IRC R311.7 HAND RAIL@ 36" OFF TREADS. NOTE: NEW ALL GLAZING U-VALUE IS REDUCED TO 0.20 TO ADDRESS GATE ENERGY CRDIT OPTION 1.2 ON 2018 WA ENERGY CODE PERSCRIPTIVE ENERGY CODE. 1 A6.1 LEGEND NEW WALL ® EXISTING WALL W NEW WINDOW D NEW DOOR O SMOKE ALARM CARBON MONOXIDE ALARM O ---)-- EXHUST FAN O WHV WHOLE HOUSE VENT MINI SPLIT MS FP 0 ELECTRICAL PANEL WH WATER HEATER WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 2 KK 11 /04/2022 1 KK 07/14/2022 8029 ­­- A QHITECT CHRISTO?MEA L STATE OF WASHIN67s�N Title RES U B FLOOR PLANNav 16 2022 GROUND FLNDSORDCES Issue Date 11 /05/21 Scale 1 /4" = 1 ' -0" Drawing No. A2.2 EXISTING NOTE: 1. DIMENSIONS TO STUD EXCEPT WHERE NOTED 2. INTERIOR PARTITIONS ARE 2X4 WD STUD, EXCEPT WHERE NOTED 1 FLOOR PLAN :1ST FLOOR Scale: 1 /4" = 1 '-0" FN 0 6 FT 1 /A5.0 NEW CONSTRUCTIO 2 A6.1 LEGEND NEW WALL ® EXISTING WALL W NEW WINDOW D NEW DOOR WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 6029 -- CHRISTO?MEA L STAT€ OF WAgMIN6'i0N Title RES U B FLOOR PLANNav 16 2022 1 ST FLOOR DE EI O MTY F NDS NDT SERVICES [)EP Issue Date 11 /05/21 Scale 1 /4" = 1 ' -0" Drawing No. A2.3 1 ROOF PLAN Scale. 114" = 1'-0" EXISTING EE 0 6 FT MATCH EXIST. V V V FIBER PANELS NEW CONSTRUCTIO LEGEND METAL ROOF NEW ROOF DECK ® TRANSLUSANT PANED ROOF COMPOSITE ROOF MATCH EXISTING ❑DS DOWN SPOUT ,SLR SLOPE WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date CHRISTOP F EA STAT€ OF WAgMIN6'is0N Title RES U B Nov 16 2022 ROOFPLAN DE EI O MTY FENDTSOERDVCES Issue Date 11 /05/21 Scale 1 /4" = 1 ' -0" Drawing No. A3.0 3bb.b' EAST BREEZEWAY ; ' =--; PUHUH - WES I BF3EEZEWAY EXISTING NEW CONSTRUCTION EXISTING 1 EXTERIOR ELEVATION: NORTH Scale: 3/16" = V-0" 386'-5" i -EXISTING 2 EXTERIOR ELEVATION: SOUTH Scale: 3/16" = V-0" NEW CONSTRUCTIO NOTE: SAFTEY GLAZING IS REQUIERD FOR W-03 , W-04 , W-05 STI N 0 1 < _�_ -A—/ WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 1 KK 04/14/2022 8029 ir �—� AI i;IilTfiG7 CHRISTO?MEA L TAT€ OF WASHINr_*rON Title RES U B Nov 16 2022 EXTERIOR ELEVXMIM Issue Date 11 /05/21 Scale 3/16" = 1 ' -0" Drawing No. A5.0 WD FRAME W/TRANSLUCENT FIBERGLASS PANELS RIDGE LIGHT WD COUNTER LB OF BEAM L9 E WD & CLAPBOARD PRIVACY WALL FIN_ FL_ SLOPE 1/4"=V-0" 395"-5" .. .......................... T o FIN FL 386-5' ..................... ......... �. AFTY GLAZING REQUIRED KITCHEN SLIDER & FIXED WINDOWS WEST BREEZEWAY NOTE: EAST BREEZEWAY TO USE ONLY "FIRE X" PRESSURE -IMPREGNATED FIRE RETARDED LUMBER AND PLYWOOD TO MEET FIRE RESISTANCE CONSTRUCTION 1 BUILDING SECTION Scale: 1 /4" = 1 '-0" COMPOSITION ROOF TRANSLUCENT ROOF l MATCH EXISTING 1 ----� RIDGE LIGHT � I � I � I I c� FIN FL: EXIST. 1 ST FL — 395'-5" — -- � WD CLAPBOARD \ SIDING TO MATCH \ EXISTING FIN FL: WORKSHOP 388. ..... 9. ....................... / FIN. FL: EXIST. GROUND FL /--------- ---- ----- 38- FIN. GRADE�� / o — --- — —. 388.5' / c� ....................... ............................... FIN. FLco ---------- BEDROOM CASEMENT EGRESS WINDOW 3861-511 HALL SLIDER & FIXED WINDOWS KITCHEN CABINETS SAFTY GLAZING REQUIRED 2 BUILDING SECTION Scale: 1 /4" = 1 '-0" WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 1 KK 04/14/2022 8029 it 4s T rt A i.yilTfiG3 CHRISTO?MEA L STATE OF WASHIN67s�N Title RES U B Nov 16 2022 BUILDING S�DCES Issue Date 11 /05/21 Scale 1 /4" = 1 ' -0" Drawing No. A6.0 ROOF DECK 1 EXTERIOR ELEVATION ,EAST Scale: 1/4" = 1 I-0" V I V I I V I.A V V I I V V \l V V V 1500 - J vv vi VLI VIIV\.1 VVIIVVVVVV � j 9'2" X 6'9" W/ FIXED TRANSOM ABOVE 2 EXTERIOR ELEVATION : NORTH FIN. FL ---------------� — — 386'-5" EAST BREEZE WAY WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 6029 -- CHRISTO?MEA L STATE OF WASHIN67s�N Title RES U B Nov 16 2022 EXTERIOR ELEVXMIM Issue Date 11 /05/21 Scale 1 /4" = 1 ' -0" Drawing No. A5.1 13'-0" RIDGE LIGHT - WD DECKING FRAMED W/ PEDESTAL SYSTEM ROOF SLOPE 1/4"/1'-0" MIN. f � �- 6" MLT 2'-6" GUTTER TYR LOSET DOOR ;..: L ":.. r•: ..... ----- PORCH LIVING AREA KITCHEN GUEST BEDROOM BUILDING SECTION 1 Scale: 1 /4" = 1 '-0" WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 6029 -- r•,�s�s�'rrtc A i.yilTfiG3 CHRISTO?MEA L STATE OF WASHIN67s�N Title RES U B Nov 16 2022 BUILDING S1p=`vCES Issue Date 11 /05/21 Scale 1 /4" = 1 ' -0" Drawing No. A6.1 I. 1 7 w Q 3" ry- — c z - � N Z_ - c '--�I 11 10 2 q- J LU Q n Cr I-- D Cn U rr U- rr rr W d Q — i WALL SECTION: TYPICAL Scale: 3/4" = V-0" METAL ROOF, STANDING SEAM 3/4" OSB PLYWD RIGID INSULATION- 1 LAYERS OF v---- 3.5" & 4" ENRGY 3 (R-49) 15" BATT INSULATION (R-49) NOTES: 1. ROOF VENTILATION PER - SEE VENTILATION NOTES A0.2 2. CRAWLSPACE SQUARE FOOTAGE- SEE VENTILATION NOTES A0.2 2. SEE STRUCTURAL DRAWINGS FOR DETAILS, FRAMING AND FOUNDATION PLAN 1 " EVE VENT CONTINUOUS 400 CORA VENT MTL GUTTER - MATCH EXIST. PAINTED WD TRIM - MATCH EXIST. PAINTED CARDECKING SOFFIT BLOCKING W/PERFERATION FOR AIR PASSAGE 3T.O. PLATE 96'-8" — D TRIM & WD SIDING TO MATCH EXISTING DIFFUSING WINDPROOF BUILDING PAPER )OD SHEATHING, 2X6 WD STUDS, -ATION R-21, POLYTHENE SHEET VAPOUR BARRIER FINISH WD FLOOR 3/4 PLYWD SUB FLOOR PRESSURE TREATED TERMITE SHIELD ON SILL SEALER WD FLOOR JOISTS 1 " RIGID INSULATION TAPED AND SEALED T.O. FIN FL ................... 386''-5" T.O. CONIC. WALL 385-6" — TREATED NAILER 8 MIL VAPOR RETARDER GRADE FLOOR 4" GRAVEL ON UNDISTURBED SOIL CONCRETE STEM WALL & FOOTING PER PLAN FOUNDATION DRAINAGE: 4" PERFORATED PIPE SURROUNDED BY GRAVEL COVERED BY GEOTEXTILE DAMP PROOFING MEMBRANE CAPILLARY BREAK 2018 SEC PRESCRIPTIVE REQUIREMENTS PRESCRIPTIVE OPTION MAX ALLOWED GLAZING % MAX ALLOWED GLAZING U-VALUE MAX ALLOWED DOOR U-VALUE DOOR/WINDOW HEADER R-VALUE CEILING R-VALUE EXT. WALL ABOVE GRADE R-VALUE FLOOR WALL BELOW GRADE R-VALUE R-1 0/15/21 INT. + TB SLAB ON GRADE R-VALUE Al 25% 0.30 0.30 R-10 R-49 R-21 R-30 N/A UCENT PANELS OR EQ =R DECK. COMPOSITE ROOF TO /ERLAP TO EXIST. HOUSE � WALL STING TECH PEDESTAL SYSTEM, E PLY MEMBRANE, ON TAPERED RIGID INSULATION JG JCTURAL PLANS AND ROOF PLANS kILS A7.2 DRAY R VALUE .O. FIN FL 86'-5" — WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 1 KK 07/20/2022 8029 -- A i.yilTfiG3 CHRISTO?MEA L STATE OF WASHIN67s�N Title R E S U B Nov 16 2022 WALL SECTI &N° s`R° DES Issue Date 11 /05/21 Scale 3/4" = 1 ' —0" WALL SECTION: TYPICAL c Scale: 3/4" = 1'-0" Drawing No. ATO SHINGLE Z 1 ST. STEP FLASHING PIECE (POSITION LEADING EDGE OF 1 ST STEP FLASHING DETAIL: RIDGE LIGHT- PARTIAL ELEVATION Scale: 1 1 /2" = 1 ' -0" 1 /4" MAX. UNDERLAYMENT STEP FLASHING � MTL ROOF TIGHT JOINT BETWEEN FINISH GROOVEAND FINISH MATERIAL. FIXED SKYLIGHT STEP FLASHING UNDERLAYMENT NOTE 1 & 2 SHEATHING VENTILATION J DETAIL: RIDGE LIGHT- SECTION Scale: 1 1 /2" = 1 ' -0" WD JOIST PAINTABLE `— FIRESTOP SEALANT (BOTH SIDES, 1/2") NEW 5/8" TYPE "X" DRYWALL FINISH ATTACHMENT PER STRUCTURAL PAINTABLE FIRESTOP SEALANT Fp__ 11 / y�-WD JOIST JOISTS, FINISH FLOOR VAIRES BREEZE WAY SECTION 1 INSULATION VAPOR BARRIER NOTE 3 FINISH MATERIAL PARTITION WALL SCHEDULE SYMBOL WD STUD SHEATHING WIDTH P1 3 1/2"/5 1/2" @ 16" 5/8" THPE "X" GWB EA. SIDE 4 3/4"/6 3/4" - TYR INT PART. i AT CORNER OF FRAME) I / SILL FLASHING EXISTING EXTERIOR WALL OF THE RESIDENCE COR-A-Vf ROOF 2 V SILL FLASF CAULK UNDERLAYN MTL PLYWD SHEAT EXTERIOR WALL ASSEMBLIES W-1 W-3 TYPICAL WOOD SIDING WALL - NEW WOOD CLAPBOARD TO MATCH EXISTING W/CORROSXION RESISTANT FASTENERS -DOUBLE LAYER MOISTURE BARRIER -2X6 FRAMING, INSULATION, VAPOR BARRIER, AND 5/8" GWB TYPE X CONDITIONED SPACE INTERIOR PARTITION WALL FIRE RATED MATERIALS AND FRAMING CONNECTION/SEPARTION BETWEEN HOUSE AND ADU -1 HOUR TABLE IBC 721.1(2) 15-1.14 -2X6 FRAMING, INSULATION, VAPOR BARRIER, AND GWB TYPE X - SOUND INSULATION THE FIRE -RESISTANCE -RATED WALL SHALL BE CONTINUOUS FROM THE FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHING, DECK THE FIRE -RESISTANCE RATING SHALL EXTEND THE FULL LENGTH OF THE WALL OR ASSEMBLY, INCLUDING WALL EXTENSIONS THROUGH AND SEPARATING ATTACHED ENCLOSED ACCESSORY STRUCTURES.WALL SHALL BE RATED FOR FIRE EXPOSURE FROM BOTH SIDES AND SHALL EXTEND TO AND BE TIGHT AGAINST EXT. WALLS AND THE UNDERSIDE OF THE ROOF SHEATHING. ELECTIRCAL INSTALLATIONS SHALL BE IN ACCORDANCE W/ CHAP IRC 34-43. PENETRATIONS FOR ELECTICAL OUTLET BOXES SHALL BE IN ACCORDANCE W/SEC IRC 302.4 FLOOR ASSEMBLIES F-1 WOOD FLOOR OVER WOOD FRAMING VABOR RETARDER FLOOR SHEATHING PER STRUCTURAL TJI STRUCTURAL R-30 INSULATION 1" RIGID INSULATION TAPED AND SEALED W-2 BREEZEWAY FIRE RATED MATERIALS AND FRAMING CONNECTION TO HOUSE AND WORKSHOP 1 HR TESTED ASTM E 119 OR UL 263 W/ EXPOSURE FROM BOTH SIDES PROJECTIONS 1 HR ON THE UNDERSIDE FIRE RESITANCE RATED USE ONLY "FIRE X" PRESSURE -IMPREGNATED FIRE RETARDED LUMBER AND PLYWOOD TO MEET FIRE RESISTANCE: PYRO-GUARD PRESSURE TREATED FIRE RETARDANT PLYWD OR EQ PYRO-GUARD PRESSURE TREATED FIRE RETARDANT LUMBER OR EQ ALL FRAMING & PLYWD/ALL SIDES TO MEET 1 HR ASTM RATING TREATED W/FIRE TARDANT " FIRE X" AT CONNECTION TO 1E HOUSE & WORKSHOP 4 BREEZEW�A� SECTION- W2 FIN FL: EXIST395' 5L Scale: 1 /4" = 1 -0" LINE OF THE EXIST. HOUSE... FIN. FL: EXIST. GROUND FL _ — — — 387'5� ADU FIN. FL 386-5" 5 DETAIL: W3 Scale: 1 /4" = 1 '-0" FIRE BLOCKING AS REQUIRED W3 WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 2 CE 09/12/2022 1 KK 07/20/2022 8029 A QHIITfiG7 CHRISTO?MEA L TAT€ OF wAgHIN6'i0N Title RESUB DETAILS: PARTITI" 9f M9, WALL ASSEMBLE&&EMUGHT Issue Date 11 /05/21 Scale VARIES Drawing No. Scale: 1 1 /2" = 1 '-0" A7.1 DETAIL: ROOF PLAN 4 Scale: 3/8" = 1 ' -0" 4X4 WD POST TPO FLAS AND CORNER PAT( HEAT WEL TO MEMBI TPO FIELD MEMBRANE 6 DETAIL: POST@PARAPATE Scale: N.T.S. �SHING POST 8"MIN SOLVENT BASED ADHESIVE W/IN 3" OF EDGE 6" MTL GUTTER +14 JD ALONG AS REO'D METAL DRIP EDGE MEMBRANE ATTACHED WITH SOLVENT BASED ADHESIVE TO METAL CONTINUOUS PVC CLIP in RAISED PARAPET TPO FLASHING AND CORNER PATCHES HEAT WELDED TO MEMBRANE �DETAIL: POST@PARAPATE Scale: 1 1 /2" = 1 ' -0" TAPERED ROOF INSTALLATION TPO FIELD MEMBRANE, 80 MIL SINGLE PLY POST SHOWN BEYOND INSTALLED MIN. 4" FROM EDGE TO ALLOW FOR TPO ROOF EDGE INSTALLATION 1/2" PER FOOT SLOPE 3/4" T&G PLYWD SPRAY IN CLOSE CELL INSULATION BETWEEN RAFTERS WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 6029 mW --- 4TrC o ^HRmTFC'T is CHRISTO?HER L STAT€ OF WASµ1NGTON Title RES U B Nov 16 2022 DETAILS: RQ0PpmF0W, K Issue Date 11 /05/21 Scale VARIES Drawing No. A7.2 0 DETAIL: STAIR SECTION @ LANDING Scale: 3/4" = V-0" ,:zI-nil DETAIL: STAIR PLAN @ LANDING Scale: 3/4" = V-0" DETAIL: STAIR SECTION @ LANDING Scale: 3/4" = V-0" WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 6029 -- A j;IJITECT CHRISTO?MEA L TAT€ OF WASHINr_*rON Title R E S U B Nov 16 2022 DETAILS: RGQPp,'0W, K Issue Date 11 /05/21 Scale 3/4" = 1 ' -0" Drawing No. A7.3 F DOORV VSCHEDULE NO. LOCATION D-01 PORCH D-02 LIVING AREA D-03 CLOSET D-04 HALL D-05 HALL D-06 MASTER BEDROOM D-07 MASTER BEDROOM D-08 GUEST BEDROOM D-09 GUEST BEDROOM D-10 CLOSET D-11 ROOF DECK WINDOW SCHEDULE NO. WIDTH HEIGHT W-01 9'-2" 6'-9" W-02 5'-0" 4'-0" W-03 2'-0" 3'-5" W-04 1'-6" 2'-8" W-05 1'-6" 2'-0" W-06 7'-10" 6'-8" } W-07 7'-2" 6'-8" } W-08 3'-0" 6'-8" } W-09 2'-6" 6'-8" } W-10 2'-6" 6-8" > W-11 3'-0" 2'-0" > W-12 3'-0" 2'-0" W-13 3'-0" 2'-0" > W-14 3'-0" 3'-0" > W-15 3'-0" 3'-0" > W-16 3'-0" 3'-0" > W-17 3'-0" 3'-0" > W-18 3'-0" 3'-0" > W-19 3'-0" 3'-0" > W-20 3'-0" 3'-0" > W-21 3'-0" 3'-0" TO D.TYPE QTY WIDTH HEIGHT THICKNESS OPERATION HARDWARE SET COMMENTS LIVING AREA SWING 1 3'-0" 8'-0" 1 3/4" WD & GLASS DOOR, U VALUE 0.20 GUEST BEDROOM SWING 1 2'-6" 6'-8" 1 3/4" HALL SWING 1 2'-6" 6-8" 13/4" BATHROOM POCKET 1 2'-6" 6'-8" 13/4" MASTER BEDROOM POCKET 1 2'-6" 6'-8" 1 3/4" BATHROOM POCKET 1 2'-6" 6-8" 13/4" CLOSET SLIDING 1 12'-0" 6'-8" 13/4" CLOSET BI-PART SWING 1 5'-6" 6'-8" 1 3/4" CLOSET SWING 1 2'-8" 6'-8" 1 3/4" OUTSIDE BI-PART SWING 1 6-0" 6'-8" 1 3/4" DINING AREA BI-PART SWING 1 6-0" 6'-8" 1 3/4" WD & GLASS DOOR, U VALUE 0.28 OPERATION THICKNESS SASH MFR MODEL NO. U VALUE COMMENTS SLIDING .20 N E : A SLIDING .20 ALL GLAZING U-VALUE IS REDUCED TO 0.20 TO ADDRESS CASMENT .20 ENERGY CRDIT OPTION 1.2 ON 2018 WA ENERGY CODE CASMENT .20 PERSCRIPTIVE ENERGY CODE. CASMENT .20 SLIDING .20 SLIDING .20 CASMENT .20 FIXED .20 FIXED .20 CASMENT .20 CASMENT .20 CASMENT .20 FIXED VELUX .50 LAMINATED GLASS AT SKYLIGHT PER IRC R308.6.2. FIXED VELUX .50 LAMINATED GLASS AT SKYLIGHT PER IRC R308.6.2. FIXED VELUX .50 LAMINATED GLASS AT SKYLIGHT PER IRC R308.6.2. FIXED VELUX .50 LAMINATED GLASS AT SKYLIGHT PER IRC R308.6.2. FIXED VELUX .50 LAMINATED GLASS AT SKYLIGHT PER IRC R308.6.2. FIXED VELUX .50 LAMINATED GLASS AT SKYLIGHT PER IRC R308.6.2. FIXED VELUX .50 LAMINATED GLASS AT SKYLIGHT PER IRC R308.6.2. FIXED VELUX .50 LAMINATED GLASS AT SKYLIGHT PER IRC R308.6.2. 'NOTE: 1. ALL WINDOWS HAVE A U VALUE OF 0.28 EXCEPT WHERE NOTED WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 BUILDING PERMIT No. By Revision Date 2 KK 11 /04/2022 1 KK 07/14/2022 4TrC o N HRpH1TEC T is ^ CHRISTO?HER L STAT€ OF WASµ1NGTON Title RES U B WINDOW & DGDIR 2022 SCHEDULE &TYPE&ES Issue Date 11 /05/21 Scale NA Drawing No. A8.0 GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2015 EDITION). 2. DESIGN LOADING CRITERIA ROOF SNOW LOAD............................................................... 25 PSF FLOOR LIVE LOAD (RESIDENTIAL)...................................................40 PSF DECK LIVE LOAD (RESIDENTIAL).................................................... 60 PSF TRUSS TOP CHORD DEAD LOAD .................................................... 15 PSF TRUSS BOTTOM CHORD DEAD LOAD ............................................... 10 PSF LATERAL LOADS - WIND 1. BASIC WIND SPEED 2. IMPORTANCE FACTOR 3. Kzt 4. EXPOSURE 5. INTERNAL PRESSURE COEFF. LATERAL LOADS - SEISMIC 1. SEISMIC IMPORTANCE FACTOR 2. STRUCTURAL OCCUPANCY CATEGORY 3. MAPPED SPECTRAL RESPONSE ACCELERATIONS 4. SPECTRAL RESPONSE COEFFICIENTS S. BUILDING LOCATION 6. SITE CLASS 7. SEISMIC DESIGN CATEGORY 8. BASIC SEISMIC FORCE RESISTING SYSTEM 9. DESIGN BASE SHEAR 10. RESPONSE MODIFICATION FACTOR 11. ANALYSIS PROCEDURE 110 MPH 1.0 N/A B +/- 0.18 1=1.0 11 Ss=1.28g, S1=0.449g Sds=0.853g, SD1= - - g 47.7931864 N,122.3612246 W D D LIGHT FRAMED SHEAR WALL XX.XX KIPS R = 6.5 EQUIVALENT LATERAL FORCE 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONSATTHE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITION ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. QUALITY ASSURANCE 10. THE OWNER SHALL RETAIN A SPECIAL INSPECTOR TO PERFORM THE SPECIAL INSPECTION REQUIREMENTS AS REQUIRED BY THE BUILDING OFFICIAL AS OUTLINED IN SECTION 1704 OF THE SEATTLE BUILDING CODE. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION EPDXY GROUTED INSTALLATIONS PER ESR REPORT OTHER ELEMENTS AS REQUIRED BY JURISDICTION SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. MANUFACTURED TRUSSES FIBERGLASS ROOFING PANELS GEOTECHNICAL 11. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH FREE FROM ORGANIC MATERIALS AT LEAST 18'. BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. FOOTING EXCAVATION SHALL BE FREE OF LOOSE SOILS, SLOUGHS, DEBRIS AND FREE OF WATER AT ALL TIMES. IF ORGANIC SILT AND/OR FILL MATERIAL IS ENCOUNTERED AT SUBGRADE, OVER -EXCAVATE A MINIMUM OF 2'-0" BELOW THE DESIGN FOUNDATION SUBGRADE ELEVATION PRIOR TO PLACING FOOTINGS. THE OVER -EXCAVATED AREAS SHALL BE BACKFILLED WITH STRUCTURAL FILL COMPACTED TO 95% PROCTOR PER ASTM D-1557 OR A LEAN CONCRETE MIX. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE .......................................... 2000 PSF LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) ..........55 PCF/35 PCF COEFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 INCLUDED) ............. 0.3 RFh1nVOTInh1 12. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 13. WOOD 21. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: 2X & 3X MEMBERS HEM FIR NO. 2 MINIMUM BASE VALUE, Fb = 850 PSI 2x10, 4X and LARGER MEMBERS DOUGLAS FIR NO. 2 MINIMUM BASE VALUE, Fb = 900 PSI 22. GLUED -LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH AITC 117 AND APA-EWS Y117, STRESS CLASS 24F-1.8E IN A CITY OF SEATTLE CERTIFIED PLANT. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. CERTIFICATES OF CONFORMANCE MUST BE MADE AVAILABLE TO BUILDING INSPECTORS. CITY INSPECTION IS REQUIRED PRIOR TO COVERING GLUED LAMINATED MEMBERS. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, fb = 2400 psi, fv=265 psi AND ALL CANTILEVERED BEAMS AND COLUMNS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, fb = 2400 psi, fv=265 UNLESS NOTED OTHERWISE. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3500' RADIUS OR ZERO CAMBER, UNLESS SHOWN OTHERWISE ON THE PLANS. 23. MANUFACTURED LUMBER PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER PROCESS APPROVED BY THE ASTM D5456. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE PRODUCT AND MANUFACTURER NAME, PLANT NUMBER OF THE MANUFACTURER, THE GRADE, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC REPORT ESR-1387 AND SHALL BE MANUFACTURED USING VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2.OE) BEAMS Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI LVL (1.9E) BEAMS Fb = 2600 PSI, E = 1900 KSI, Fv = 285 PSI LSL (1.5E) BEAMS Fb = 2325 PSI, E = 1500 KSI, Fv = 310 PSI 24. DESIGN SHOWN ON PLANS IS BASED ON TRUS-JOIST PRODUCTS MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. ALTERNATE BEAM HANGERS AND OTHER HARDWARE MAY BE SUBSTITUED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL BEAM HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. 25. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS UPON RECEIPT OF MATERIAL AND DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 26. PLYWOOD SHEATHING SHALL BE APA RATED, GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH IBC 2304.8 AND TABLE 2304.8(2). ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 27. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY, EXPOSED TO WEATHER, OR THAT REST ON EXTERIOR FOUNDATION WALLS AND ARE LOCATED WITHIN 8" OF EARTH, SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE. NAILS, SCREWS, BOLTS W/NUTS AND WASHERS, ANCHOR BOLTS, HOLDOWNS AND ANY OTHER STEEL DEVICES IN DIRECT CONTACT WITH THE TREATED WOOD SHALL BE EITHER STAINLESS STEEL OR GALVANIZED PER THE MANUFACTURER TO PREVENT DIRECT CONTACT BETWEEN THE STEEL AND THE TREATED WOOD. TAPED AND PAINTED SEPARATION TECHNIQUES MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND RECEIVE PRIOR APPROVAL FROM THE ARCHITECT AND ENGINEER. 28. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-2017. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE AS CALLED OUT BELOW. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. UNLESS OTHERWISE NOTED ON THE DRAWINGS, USE MINIMUM CONNECTOR FOR FOR MEMBER INSTALLED WITH MAXIMUM NAILING. 29. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: INCHES BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. C. BOLTS - ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60-70% OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" DIA AND SMALLER LAG SCREWS. 30. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1 OF THE IBC. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICALAND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL WITH (4) 8d NAILS OR END NAIL WITH (2) 16d NAILS ON EACH STUD TO BOTTOM PLATE. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 16" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) @ 4'-0" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT- UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d @ 8" O.C. STAGGERED. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING WITH NAILS @ 7" O.C. NAIL 1/2" GWB WITH 5d COOLER NAILS AND 5/8" GWB WITH 6d COOLER NAILS. PROVIDE 1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), AND TOP AND BOTTOM PLATES WITH 8d NAILS @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH (2) ROWS OF 16d NAILS @ 12" O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 10d @ 6" O.C. TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND WITH 10d @ 12"O.C.TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" O.C. WITH MINIMUM OF (2) 16d PER BLOCK UNLESS OTHERWISE NOTED. i Q) Q 4--J Q0 N N W a 1A W a O 1A li V N C) Co M Q O E 00 co 0-) CD >Q In rl- 00 N +m� l0 (D CD V) (V 00 E m O � 00 V (V X O E m m O� V s V �a C. Wh.S 4s- O .T � ,p 52181 TE JURISDICTION APPROVAL STAMP BELOW PROJECT #: x21-0412 SIZE LENGTH DIAMETER REV DATE: 0�%d'Z1 6d 2" 0.113" OV 8d 2-1/2" 0.131" 1d 3" 0.148" CITY OF EDMONDS ZySNRVI( 12d 3-1/4" 0.148" REV DATE: V�EJ,Qpjvl 16d BOX 3-1/2" 0.135" SIDS 1/4 SIMPSON STRONG TIE 1/4 LAG SCREW MINIMUM EMBEDMENT OF 2.5 IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. S1 B. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL 0 ■ TRUSS OR RAFTER PER PLAN ROOF SHEATHING 10d @ 6" oc DIAPHRAGM PER PLAN / C BOUNDARY NAILING LS50 PER SW SCHEDULE O 2X SOLID BLOCKING VENT HOLES AT CENTER AS REQUIRED EDGE NAILING PER SW SCHEDULE SW PER PLAN H2.5A TO BEARING AT EACH ROOF MEMBER T@ RUSS ROOF TO SHEARWALL SW ABOVE PER PLAN WALL BOTTOM PLATE NAILING PER SW SCHEEDDULE 3 EDGE NAILING PER SW SCHEEDDULE 1 SW BELOW PER PLAN 10d @ 6" oc DIAPHRAGM BOUNDARY NAILING ///�RIM (4) 10d SHEATHING TO BLOCK FLOOR & JOISTS PER PLAN @ JOISTS PARALLEL INSTALL 2X BLKG @ 48"oc w/ (4) 0.131" 0 NAILS FLOOR TO SHEARWALL ROOF SHEATHING PER PLAN 10d @ 6" oc DIAPHRAGM BOUNDARY NAILING 2X SOLID EAVE BLOCKING VENT HOLES AT CENTER AS REQUIRED LS50 TOP PLATE TO BLOCKING PER SW SCHEDULE O EDGE NAILING PER SV CLIP PER SWO SCHEDULE 2 IN LIEU OF LAPPED EDGE NAILING SHEATHING AT PER SW CONTRACTORS SCHEDULE PREFERENCE O ALTERNATE (IN LIEU OF SHEATHING LAPPED Cad RIM JOIST) TRUSS OR RAFTER v @ RAFTER AT =R SHEARWALL SCHEDULE MARK SHEATHING PANEL EDGE A35, LS50 OR BOTTOM PLATE BASE NAILING (1) LTP4 CLIPS (1) CONNECTION (D CONNECTION® SW6 1%2" 8d @ 6"oc @ 28"oc 16d @ 6"oc %8"O A.B. @ 60,OC7 SW4 132" 8d @ 4"oc @ 20"oc 16d @ 4"oc %$"0 A.B. @ 48"OC7 SW3 132" 8d @ 3"oc @ 14"oc 16d @ 4"oc %$"0 A.B. @ 36 ,OC7 SW2 32" 8d @ 2 ,OC6 @ 10"0c 16d @ 3"oc 5/8"0 A.B. @ 24"OC7 SW1 1?/2" 10d @ 2 ,OC6 @ 8"oc 16d @ 2"oc %$" 0 A.B. @ 20"oc7 SW44 132" SIDE 8d @ 2 ,OC6 @ 10"0c 16d @ 2"oc 3"O A.B. @ 20 ,OC7 SW33 132" EACH 8d @ 3 ,OC6 @ 6"OC 16d @ 1 "OC STAGGERED Y8"O A.B. @ 12 ,OC7 SIDE SW22 132" SIDE 8d @ 2 ,OC6 @ 4.5"oc 16d @ 1 "OC STAGGERED Y8--0 A.B. @ 10"OC7 1. BLOCK PANEL EDGES WITH 2X FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS w/ 8d @ 12"oc 2. PROVIDE BLOCKING BENEATH WALL ENDS WHERE FRAMING IS NOT PRESENT. 3. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AN ALL END STUDS SHALL RECEIVE EDGE NAILING. 4. EACH ANCHOR BOLT (A.B.) SHALL Y8" 0 WITH 7" MIN EMBEDMENT. INSTALL WITH NUT AND 3"X3"X0.25,, PLATE WASHER. WASHER MUST EXTENT TO WITHIN %" OF THE PLATE EDGE WHERE CONNECTION TO SHEATHING OR RIM OCCURS. 5. SEE DETAILS 3, 3.1 & 3.2 FOR TYPICAL CONDITIONS AND ASSEMBLIES. 6. 3x stud or (2) 2x at panel edges is required. For (2) 2x, nail together with 16d @ 6" oc staggered. 7. AT EXISTING FOUNDATION, INSTALL Y8"0 TITEN HD WITH 5 %2" EMBEDMENT AT CENTER OF STEM WALL. INSTALL WITH 8" MIN DISTANCE TO END OF STEM WALL. 10d @ 6" oc DIAPHRAGM BOUNDARY NAILING ovv rr-m rv-uv SW PER PLAN SW PER PLAN CLIPS PER SW SCHEDULE Z A.B. PER SW SCHEDULE ® WALL BOTTOM PLATE NAILING PER SW SCHEDULE EDGE NAILING PER SW (4) 10d SHEATHING TO BLOCK SCHEDULE A.B. PER SW SCHEDULE EDGE NAILING PER ALTERNATIVE ANCHOR: O SW SCHEDULE O INSTALL STAINLESS STEEL O P/T SILL PLATE - TYP FLOOR & JOISTS FRFP AT SPACING PER PLAN PER SW SCHEDULE PIT SILL PLATE - TYP EDGE NAILING w/ PER SW (2)%" 0 TITEN HD 4" EMBED TO FOUNDATION PER PLAN SCHEDULE CONC. (5) Y4" 0 X 3" SIDS TO SILL PLATE SLAB TOP OF RETAINED SOIL FLOOR TO FOUNDATION �— 2X BLKG @ 48"oc w/ (4) 0.131"0 A.B. PER SW SCHEDULE P/T SILL PLATE - TYP FOUNDATION PER PLAN AT CRAWLSPACE FOUNDATION PER PLAN AT SLAB ON GRADE O V (V O N 00 Q a O 0-) � O E Q0 p cV -0 --1% cV LU a °° ► CO � o Q Ln Q I-- 00 N a) o N N W -- _00 0 o a00U ONE �mU) o� 2 V ,&HER OF WAS}� `7 ,p 52181 619/ J7 J JURISDICTION APPROVAL STAMP BELOW PROJECT #: x21-0412 REV DATE: 0 1— — ov ov202 CITY OF EDMONDS REV DATE: DEVELOPMENTDE ARTMENRVIC S2 (4) 10d KING STUD TO HEADER@ TOP PLATE CONT EXTERIOR OVER OPENING CONDITIONS --\ KING / `FULL STUD) BEARING FULL BEARING 2X TRIMMER @ HEADER BEARING: (1) TRIMMER @ DBL 2X HEADER (2) TRIMMERS @ 4X HEADER WHERE TOP PLATE IS BROKEN v E.S. TYP PROVIDE: (3) STUDS @ 4X BEAM (4) STUDS @ 6X BEAM (5) STUDS @ 7X BEAM OR GIRDER TRUSS TYP U.N.O. CONDITIONS SHOWN ARE TYPICAL AT ALL FRAMING SUPPORTS UNLESS NOTED OTHERWISE TYP BEAM HEADER BEARING (8) 16d EVENLY SPACED —\ I 16d STAGGERED @ 12" oc TYP FACE NAILS STUD 4'-0" MIN DBL TOF @ LAPPED TOP PLATE WHERE TOP PLATE IS BROKEN AT HEADER, PROVIDE #CS18 w/ (11) 8d EACH END BOTH SIDES nr UICAnIMo @DROPPED HEADER TYP TOP PLATE SPLICE 2X PLATE WHERE TOP PLATE IS BROKEN PROVIDE #CS18 w/ (11) 8d EACH END PlITIJ Qlr%=l ooCAv @BREAK HOLDOWN SCHEDULE FASTENERS ANCHOR NOTES MARK MSTC40 (32) 16d _ _ EQUAL NAILS TO EACH CONNECTED MEMBER MSTC481133 (54)10d _ _ NAILS: (4) BOTTOM, (12) FACE, (38) STUD ST6224 (26)16d _ _ EQUAL NAILS TO EACH CONNECTED MEMBER SB Y8x24 8" MIN STEM. 2 2" MIN EDGE DISTANCE HTTSKT (26) SD#10x2 2" Y80 12" EMBED IN AT-XP. THREADED ROD CENTER OF WALL 1. DEEPEN FOUNDATION AS NECESSARY TO PROVIDE SPECIFIED EMBEDMENT. 2. ATTACH HOLDOWN TO SHEARWALL END MEMBERS. 3. MIN END MEMBER, (2) STUDS STITCH NAILED WITH 10d STAGGERED @ 6" oc 4. INSTALL PER MANUFACTURERS INSTRUCTIONS 10d @ SPACING PER SHEARWALL SHEDULE TYP STRAP WHERE J SPECIFIED* SHEATHING PER PLAN COLLECTOR HOLDOWN WHERE SPECIFIED* SHEARWALL PER PLAN STAGGER STAGGER NAILS 10d @ SPACING PER SHEARWALL SHEDULE TYP HOLDOWN WHERE /IJ STAGGER NAILS SPECIFIED* II AT CORNER AT INTERIOR * REFER TO HOLDOWN SCHEDULE AND GENERAL NOTES FOR MINIMUM MEMBER AND ATTACHMENT REQUIREMENTS TYPICAL SHEARWALL INTERSECTIONS 10d @ 6" oc DIAPHRAGM BOUNDARY NAILING 5 TYPICAL COLLECTOR BLOCKING BETWEEN JOISTS FLOOR SHEATHING PER PLAN JOISTS PER PLAN —/ SW PER PLAN 10d @ 4" oc DIAPHRAGM BOUNDARY NAILING SHEARWALL CONNECTION PER DETAIL 1.1 SHEARWALL TO �, F� L�INTERIOR ROOF SHEATHING PER PLAN EXISTING ROOF J SW BOTTOM PLATE NAILING INTO BEAM RAFTER PER PLAN 10d @ 4" oc DIAPHRAGM BOUNDARY NAILING COLLECTOR RAFTER. ALIGN @ PONY WALL SHEARWALL CONNECTION PER DETAIL 1.1 CONSTRUCT SW4 PONY WALL BETWEEN HEADER AND ROOF. SEE SW SCHEDULE HEADER PER PLAN NEW TO EXISTING �,LOF CONNECTION J� O V NO co Cn Q >Q DC s t10 �If O M � 0 Q s p N -0 N Lu a� CID 0 aLn Lnco N N o N N W -- =�o a co V ON cB X o ■ w 0o al ��/ d 2 ul N V V N i V pYH A C: OF WAS}� `7 ,p 52181 IVAL JURISDICTION APPROVAL STAMP BELOW PROJECT #: x21-0412 REV DATE: 0D707 1— - NOV 202: F� CITY OF EDMONDS REV DATE: btw=NT S2,01 o � a) O WALL TOP PLATE STRAP PER PLAN BEAM PER PLAN RAFTER OR TRUSS TOP N CHORD TRUSS MQ W BEAM PER PLAN. RAFTERS (3) NOT SHOWN > STRAP PER PLAN CENTERED BETWEEN MEMBERS INSTALL WITH FULL NAILS O BEAM OR COLLECTOR BEAM OR COLLECTOR PER PLAN PER PLAN p %" 0 THREADED ROD DOUBLE TOP PLATE Q O N Lu BEAM TO BEAM STRAP SOLID 2X BLK'G — 2X6 MIN LOOKOUT @ 24" oc 2'-0" MAX EDGE NAILING PER SW SCHEDULE O SW PER PLAN 10d @ 6" oc DIAPHRAGM BOUNDARY NAILING BLK'G H1 @ 48"oc (4) 10d SHEATHING TO LOOKOUT ROOF PER PLAN —\ 30° MAX (2) 10d TRUSS TO LOOKOUT 2x4 BRACE @ 48"oc MAX DBL TOP w/ (2) GBC TO TOP PLATE & PLATE (2) 10d TO ROOF; USE (2) 2x4 WHERE LENGTH > 6'-3" GABLE END TRUSS BRACING AT FACE OF BEAMS (2) ROWS 10d @ 6" oc 2X FLAT BLOCKING AT BRACE LOCATION MANUFACTURED TRUSS TYP STRAP TO WALL SEE SHEARWALL P SHEARWALL PE BOUNDARY NAILING WHERE SHOWN: 10d @ 6" oc FLOOR/ROOF PER PLAN JOIST PER PLAN WITH HANGER TO BEAM BEAM PER PLAN 16d@6"oc 2X SOLID BLOCKING / BETWEEN JOISTS J DECK TO BOTTOM FLUSH BEAM EXISTING WALL 10d @ 6" oc SHEATHING BOUNDARY NAILING R( 16d @ 6" oc ROOF FRAMING TO SHEARWALL DIAPHRAGM RAFTER PER PI TIGHT FIT 2X BLK'G PER PLAN BETWEEN STUDS RAFTER ��ROOF TO EXISTING WALL �f FLUSH RIDGE BEAM 1" MINIMUM HANGER TO BEAM BEAM TO TRUSS STRAP EXISTING FLOOR SHEARWALL MOISTURE BARRIER BY OTHERS 10d @ 6" oc DROP FOR DRAINAGE PER ARCH DECK JOISTS PER PLAN EXISTING JOISTS —/ X4" SDS STAGGERED @ 8"oc EXISTING FOUNDATION WALL DECK TO WALL CONNECTION 13:F-l\► 199 49A1I BEAM OR POST PER PLAN HEADER PER PLAN PCZ POST CAP U.N.O. PER PLAN BASE PER PLAN KING POST @ ROOF FRAMING a °° .00 cy)o Q� a _ coo (V r w 1-1 - v 1 m N CD Cie N cV W —— 00 o a 00 O(" r w CD Cfl li O �, VL u Q .9/"�NAl.1'� JURISDICTION APPROVAL STAMP BELOW PROJECT #: x21-0412 REV DATE: 0w7g1— — ov 202 CITY OF EDMONDS REV DATE: DEVELOPMENTDE ARTMENRVIC S292 o■ CBT4Z CONNECTOF BEAM PER PLAN POST PER PL, BEAM PER PLAN POST ''ERPENDICULAR TEAM WHERE 'RESENT PER PLAN IUCTF UNLESS NOTED JTHERWISE ON PLAN-TYP BEAM PER PLAN PIN LOCATIONS PER MANUFACTURER POST CONCEALED CONNECTOR CONDITION END CONDITION CAP MODEL POST CAP, INST WITH MAX FASTENERS PER MANUFACTURE SIDE VIEW @ END CONDITION CONVENTIONAL CONNECTOR CONDITION TYPICAL POST TOP CONNECTION PARAPET WALL 2X BLOCKING BETWEEN STUDS PROVIDE DRAINAGE OPENINGS PER ARCH 10d @ 6" oc DIAPHRAGM BOUNDARY NAILING A -SECTION @ ATTACHMENT Ui%11■»Ga»_1►1 4X4 P/T @ 4'-0" oc MAX e e SIDE VIEW SIDE VIEW @ CONTINUOUS 3'-0" MAX HEIGHT 10d @ 6" oc DIAPHRAGM BOUNDARY NAILING 16d @ 6" oc SHEATHING PER PLAN JOIST (4)%4"O X 8" SDS EQUALLY SPACED EACH STUD TO JOIST PARAPET - JOIST CONNECTION CBTZ4 POST CONNECTOI 10d @ 6" oc DIAPHRAGM BOUNDARY NAILING 2X BLOCKING ROOF SHEATHING PER PAN ^'^ ^RAFTER ROOF TO BEAM (2) 10d TOE NAILS STUD TO BEAM EACH SIDE (4 NAILS TOTAL) SHEATH WALL AS SW6. REFER TO ARCHITECTURAL PLANS FOR FINISH AND DRAINAGE OPENING REQUIREMENTS PROVIDE DRAINAGE OPENINGS PER ARCH 10d @ 6" oc DIAPHRAGM BOUNDARY NAILING :-9l9Ji7aGLTA 0Ja:'sJWGUI SHEATH AND NAIL WALL AS SHOWN IN HATCHED AREA PER SW SC-'-' 0CS16 CONTINUOUS. STRAP MUST ACROSS FULL WIDTH OF SIDE @ DOUBLE SIDED SW: PROVIC E/ INSTALL SOLID BLOCKING BETWEEN STUDS FOR STRAP NAILING TYP. @ DOUBLE SIDED SW: PROVIDE FULL DEPTH 4X BLOCKING TO SUPPORT STRAP EACH SIDE PRIVACY WALL 2X4 P/T STUDS @ 16"oc. MATCH DECK JOIST LOCATIONS 10d @ 6" oc DIAPHRAGM BOUNDARY NAILING —16d @ 6" oc FLOOR SHEATHING PER PLAN RIM JOIST I` SIDE SEE ARCH PLAN VARIES. VA EIS DO A CH PLSIDE PANEL AN VARIES. SEE h ARCH PLAN SHEAR TRANSFER AROUND OPENING TRANSFER AROUND OPENING N.T.S. (2) Y4"O X 4 y" SDS THROUGH JOIST INTO EACH END OF BLK'G TYP RIM JOIST --\ GUARDRAIL POST ASSEMBLY-TYP 2X BLK'G JOIST TYP 2X BLK'G 2X BLK'G 7 V GUARDRAIL POST SYSTEM BY OTHERS. DESIGN TO RESIST 200LB POINT LOAD AND ADDITIONAL CRITERIA PER ASCE 7-16 4.5.1 GUARDRAIL @ 4'-0" oc MAX FASTENERS INSTALLED INTO BLK'G OR (2)Y4"O X 4y" SDS THROUGH JOIST INTO JOIST-TYP A EACH END OF BLK'G TYP :R PLAN S. 2H IW T S. :H S. :H ANTICIPATED GUARD POST BASEPATE DIMENSIONS SHOWN. IF MANUFACTURER SPECIFICATIONS DIFFER, CONTACT ENGINEER PRIOR TO CONSTRUCTION TO VERIFY LOADS IMPOSED ON STRUCTURE. RIM JOIST /4 Yz� / FYI 2X BLOCKING o 0 f BETWEEN STUDS N 4Y2 \\\ I T �� 0 WALL PER PLAN ENERS PER FASTGUARDRAILL JOIST Y.. (6) 16d EQUALLY SPACED MANUFACTURER. EACH STUD TO JOIST BLK'G (4)y" 0 X 4Y2" MIN A- GUARD POST BASEPLATE PLAN 2X FULL DEPTH BLK'G PRIVACY WALL ATTACHMENT GUARD POST ATTACHMENT O V N _ �v) > Q a O Ln M 0 O � p cV -0 N W a °° .00 QLn Ln _ coo N +_ -�t ai CD N N W -- _00 0 O a00u O x o IIA co U) Q ca Ln _ n V A L u ,� 52181 c1_ TV JURISDICTION APPROVAL STAMP BELOW PROJECT #: x21-0412 REV DATE: CITY OF EDMONDS REV DATE: VFW EJ Q�F TtSNRVIC S293 o � 8" A.B. PER PLAN 6" MIN (2) #4 CONT T-6" MAX #4 @ 13" oc (HOR) STD HOOK BEARING SOIL 6i SEE DETAIL 1 FOR TOP CONNECTION REQUIREMENTS. DIAPHRAGM MUST BE IN PLACE BEFORE BACKFILLING. OTHERWISE PROVIDE TEMPORARY BRACING TOP OF SOIL 2" CLEAR #4 @ 18" 18" oc MIN (VERT) FOOTING DRAIN BY OTHERS (2) #4 CONT r 3" CLEAR ,/,y 16" WIDE X 8" DEEP CONT FOOTING AT CRAWLSPACE TYPICAL FOUNDATION WALL N.T.S. 8" (2) #4 CONT 1 fI- CENTER 6" MIN #4 @ 12" oc (HOR) • #@ 18" oc (VERT) 18" MIN FOOTING DRAIN BY OTHERS BEARING SOIL STD HOOK SLAB 8" A.B. PER PLAN 1 (2) #4 CONT 6" MIN • TOP OF SOIL • 2" CLEAR T-6" MAX #4@ #4@ 13" oc 18" oc (HOR) (VERT) FOOTING STD HOOK DRAIN BY OTHERS SLAB • (2) #4 CONT 3" CLEAR BEARING solL 16" WIDE X 8" DEEP CONT FOOTING AT SLAB ON GRADE — �3" CLEAR 20" WIDE X 10" DEEP CONT FOOTING (3) #4 CONT L- SHAPED FOUNDATION WALL #4 @ 12" oc (HOR) 18" MIN TOP OF SOIL 1 ' 6" \\ MINIMUM. DEEPEN AS \! MOISTURE BARRIER AS REQ BY CONTRACTOR #4 @ 10" oc (HOR) (3) ROWS #4 BAR STAGGERED @ 24" oc w/ 4" EMBED TO EXISTING WALL IN AT-XP EPDXY RETURN HOOK MAY EXTEND HORIZONTALLY 24 8 #5 @ 6" oc DOWEL & VERT LAP SPLICE 40" MIN WHERE REQUIRED CONTINUE DOWEL TO WITHIN 2" OF TOE (5) #4 CONT SLAB 24 #4 x F—@ 12" oc SLAB REINF PER PLAN SLAB ON GRADE PER PLAN. NECESSARY FOR SLOPE AS REQ. FOR DRAINAGE HOLDOWN / • EMBEDMENT (1) #4 CONT @TOP & _---�—� (2) #4 CONT @ BOTTOM \ I BEARING ! I SOIL •i 16" MIN THICKENED EDGE FOOTING EXISTING CONCRETE BASEMENT WALL TOP OF RETAINED SOIL 12" MIN 24" MAC 6'-0" 8'-0„ MIN MAX BEARING�� SOIL L 3" CLEAR FOOTING DRAIN 4'-0" 8" BY OTHERS NEW FOUNDATION @ EXISTING - MAX CONDITION FOO- AW, EMBEDED POST DETAIL (3) o V � N 00 Q Q O �� O � � s p N N LU a - A.4IIs++7 �t �G. Q 6-Q3"��ONAl.1'� I JURISDICTION APPROVAL I STAMP BELOW PROJECT #: x21-0412 REV DATE: 0 1 "1 202 CITY OF zzl NDS REV DATE: VF�Qp�v�JyTySNRVIC S2,04 N.T.S. NEW FOUNDATION REINF PER PLAN - TYP of TERMINATE NEW FOUNDATION REINF AT EXISTING FOUNDATION w/ 4" EPDXY EMBED IN SIMPSON AT-XP EPDXY -TYP NEW TO EXISTING FOUNDATION POST & BASE PER PLAN PLINTH: 8" SQUARE w/ #3 © @ 8"oc 6" MIN 12" MAX 2" MIN GRADE (4) #4 @ w/ 18" STD HOOK MIN IN FTG 48" MAX FOOTING PER PLAN 3° CLR II BEARING SOIL EXTERIOR POST FOOTING WITH PLINTH 900 STD HOOK INTO INTERSECTING WALL. ALTERNATE EACH BAR WALL SECTION TERMINATE CONT BARS INTO ADJACENT FOOTING WITH 900 STD HOOK CONT FOOTING BARS TYP ADDITIONAL CORNER BARS TO TYP CORNER BAR AT WALLS AND STEMS 18" MIN TYP 18 18 TYP CORNER BAR POST WITH BASE PER PLAN. CENTER ON FOOTING SLAB REINF PER PLAN PER PLAN BEAR NG SOIL PER PLAN ISOLATED FOOTING CORNER BAR TYP TYP REINFORCING @ INTERSECTIONS - FOOTINGS & WALL NEW FOOTING CONTRACTOR TO VERIFY EXISTING FOUNDATION CONFORMS TO DIMENSIONS AND CONFIGURATION SHOWN. IF EXISTING FOUNDATION DIFFERS, CONSTRUCT NEW PER DETAIL 20/S3 OR CONTACT ENGINEER. 6" 18" MIN FOOTING O N 00 Q a v) rn � N O E N _0 N Lu a °° 0000 o Q Ln Ln Q � 00 N N CD Cn N W -- 00 0 O a00u O"' 0 O m 01 O c6 2 V u pYH A C: �iy 4F WA-`7 O ,p 52181 O`9� 7*Ztk � 7 JURISDICTION APPROVAL STAMP BELOW PROJECT #: x21-0412 REV DATE: 0 1— — ov ov202 CITY OF EDMONDS REV DATE: DEVELOPMENT SERVICE DEPARTMENT SPREAD FOOTING EXISTING FOOTING VERIFICATIO1 S 2 9 5 o � FOUNDATION PLAN WE nB C D � � o a) CC) 0 a) M HTT5 > Q V HTT5 O OF) � uo E O N Lu HTT5 TYPICAL BREEZEWAY POST FOOTING 18"0 X 3'-6" MINIMUM 20 2. HTT5 NON-STRUCTURAL CONCRETE CURB PER CONTRACTOR HTTS I:11w HTT5 NON-STRUCTURAL CONCRETE CURB PER CONTRACTOR AL 2'-0"x2'-0"x8" FTG w/ (3) #4 E.W. BOTTOM CLEARANCE TO FINISH GRADE BELOW: 18" MIN @ JOISTS AND 12" MIN @ BEAMS v AHD HDU8 8 HDU8 2'-0"x2'-0"x8" FTG w/ (3) #4 E.W. BOTTOM 4X10 (0-1) A p v o ANCE TO FINI AIDE BELOW: @ JOISTS AND H 1!nrN N 12" MIN @ BEAMS HTTS / TT5 IE HDU8I 18 .0c) mo QLn Ln00 ^/ (Do V) (\1 LLd — — _ o a�0, c O 2 H o E m � O 2 V s V 3 �%j ssf�rr�Lr� JURISDICTION APPROVAL I STAMP BELOW PROJECT #: x21-0412 REV DATE: T1b0W2022 CITY OF EDMONDS REV DATE: f) jr T$NRVICE S3 DO NOT SCALE REFER TO ARCH FOR DIMENSIONS /4" = 1'-0" oI Plan Notes 1. Refer to Architectural drawings for all dimensions. 2. Plan indicates framing at floor level and shear walls below. 3. All stud walls shall be 2x studs @ 16"oc, uno. 4. All exterior walls shall be SW6 per shear wall schedule, uno. 5. Floor sheathing shall be 23/32" APA rated sheathing (48/24). Attach sheathing with 10d nails @ 6"oc to all framed panel edges and 12"oc to all intermediate/field framing. Place long direction of plywood perpendicular to joists direction, stagger rows half the long dimension. 6. Roof sheathing shall be 19/32" APA rated sheathing with 32/16 panel index. Attach sheathing with 10d nails @ 6"oc to all framed panel edges and 12"oc to all intermediate/field framing. Use 4'x8' panels with long direction perpendicular to framing. Stagger rows half the long dimension. 7. All beams shall be flush framed and all headers dropped, uno. 8. Provide Simpson LUS hangers for all 2x joists, typical. Refer to General Structural Notes for additional connection member information. 9. Provide solid bearing under all point loads above. Headers over door and window openings (HDR) shall be (2)2x6 minimum. See Detail 2 for beam and header bearing requirements. Nail multiple studs together per structural general notes. 10. Provide H2.5A at each rafter/truss bearing. 11. Overframe where required with 2x4 @ 24" oc U.N.O. by truss manufacturer. Post with 2x4 @ 48" oc max. Brace posts over 6-0" at wide face. 12. Refer to General Structural Notes and typical details for additional requirements. SYMBOLS J - HANGER, MIN FOR MEMBER U.N.O. i - CONCEALED FLANGE HANGER, MIN FOR MEMBER U.N.O. ® - BEARING WALL PER GENERAL STRUCTURAL NOTES SWX_SHEARWALL WITH DESIGNATION PER SHEARWALL SCHEDULE — — - DIAPHRAGM BOUNDARY — - DIAPHRAGM PROJECTION 6X6 w/ CBTZ @ TO ICAL BREEZEWAY ABU @ BAS r 6X6 w/ 1 TYPICAL BREEZEWAY POST: CBTZ @ TOP EMBEDDED 6X6 P/T ABU @ BASE 20 1 to N 2. HUC TO POST — — — — — — — — — — — — — — — — — — AVR . AVQ . AYR (1-RI . AN 4X8 4X8 TYPICAL BREEZEWAY KING POST: 4X4 w/ CBTZ @ TOP / NCBTZ @ BASE J to N HTT5 SW3 FIRCT FI nnR \A/Al I c R, CF('nnln FI nnR FRnMlnIr, Apn\/F 0 W 4X6 ' 4X8 (1-8 ' 4X,9 HUC TYPICAL I I I I I I \I I 6X6 w/ ECCQ @ TOP BC60 @ BASE —)l I HTT5 I I :11 i DECK DEAD LOAD = 20 PSF MAX SW4 6X6 KING POST w/ 6X6 w/ CCQ @ TOP CBTZ@ TOP INVERTED @ BASE ABU @ BASE 5 % X 9 GLB 24F-V4 L� PORCH ROOF RAFTERS: 2X8 @ 24" oc \ \ �\ (1-0.2) \ N LL V � m N 4X6 m O') X X i 3'-0' i U') MIN y L^ HHUS SWi 1:111:��:10111 -4 LL V N 16 m 3'-7" 2.3 ~ MIN X 5%X9GLB24F-V4 SW1 u, (1-41) HUC TO POST I 6X6 w/ CBTZ@ TOP ABU @ BASE I HUC TO POST— — i 1 HHUS - HDUB 1 HDU8 1 HDU8 6X6 KING POST w/ ECCQ @ TOP I CCQ INVERTED @ BASE N SCISSOR TkUSSES @ 24" cc PROVIDE ROLL DEPTH TRUSS BLOCKING @ SKYLIGHT SUPPORT \ HDU8 oc ECCQ @ TOP I = BC60 @ BASE I 1 I 1 o ��1 I x — —h — — 64 X-13� G1 B 2-4F (1-1)C40 BEAM OP PLATE EXISTING 6X6 O N 00 Q Q0 0') C O lfl E N -0 N LU a- 52181 QrsTt 3 ' "4 j -Al JURISDICTION APPROVAL STAMP BELOW SW3 ' 11 5.1 oV r�� PROJECT #: x21-0412 J HTT5 2 TT5 Q J REV DATE: 07�gji02 o �� ❑ 0 U X T \ REV DATE: &WWNRV C � N O X HDR HDR SW4 HDR SW4 S4 DO NOT SCALE REFER TO ARCH FOR DIMENSIONS Y4' = 1'-0" Dina K1r%+ac 1. Refer to Architectural drawings for all dimensions. 2. Plan indicates framing at floor level and shear walls below. 3. All stud walls shall be 2x studs @ 16"oc, uno. 4. All exterior walls shall be SW6 per shear wall schedule, uno. 5. Floor sheathing shall be 23/32" APA rated sheathing (48/24). Attach sheathing with 10d nails @ 6"oc to all framed panel edges and 12"oc to all intermediate/field framing. Place long direction of plywood perpendicular to joists direction, stagger rows half the long dimension. 6. Roof sheathing shall be 19/32" APA rated sheathing with 32/16 panel index. Attach sheathing with 10d nails @ 6"oc to all framed panel edges and 12"oc to all intermediate/field framing. Use 4'x8' panels with long direction perpendicular to framing. Stagger rows half the long dimension. 7. All beams shall be flush framed and all headers dropped, uno. 8. Provide Simpson LUS hangers for all 2x joists, typical. Refer to General Structural Notes for additional connection member information. 9. Provide solid bearing under all point loads above. Headers over door and window openings (HDR) shall be (2)2x6 minimum. See Detail 2 for beam and header bearing requirements. Nail multiple studs together per structural general notes. 10. Provide H2.5A at each rafter/truss bearing. 11. Overframe where required with 2x4 @ 24" oc U.N.O. by truss m nufacturer. Post with 2x4 @ 48" oc max. Brace posts over 6-0" at wide face. 12. Refer to General Structural Notes and typical details for aquireme SYMBOLS J - HANGER, MIN FOR MEMBER U.N.O. I M - CONCEALED FLANGE HANGER, MIN FOR MEMBER U.N.O. ® - BEARING WALL PER GENERAL STRUCTURAL SWX - SHEARWALL WITH DESIGNATION PER SHEARW - DIAPHRAGM BOUNDARY - - - DIAPHRAGM PROJECTION 6.2 BEAM TI 2. EXISTING ROOF TRUSS/JOIST. INSTALL COLLECTOR NAILING PER 5/S2.1 HTT5 TO FOUNDATION BELOW. EXTEND WITH ROD COUPLER WHERE REQUIRED EXISTING ROOF TRUSS/JOIST. INSTALL COLLECTOR NAILING PER 5/S2.1 SECOND FLOOR WALLS & ROOF FRAM I N DO NOT SCALE REFER TO ARCH FOR DIMENSIONS A B C D o o co M STC40 Q N LL Q0 c/ f M STC40 O -0 LU o a Q s Q0 E p N � X N LLI W W 00 00 < 0 aaLU 600 N V w N No z W -- W = � o a 0 V ON cB 2 I— N CO° CY) a� N T V1 V LU V LU a 3 w z LU WAS O .T N 06,h'� 03� o JURISDICTION APPROVAL a = MSTC40 STRAP TO STAMP BELOW z WALL BELOW X 6X6 w/ 6X6 w/ CBTZ @ TOP CBTZ @ TOP BC60 @ BASE BC60 @ BASE — — — — — — — — L cif � N O m J N M N O Q I 6X6 wi/ m xN Q V N CCQ @ TOP I CCQ INVERTED @ BASE ° _ x�6 1 ~ / 6YXJOY? GLB24F-V4 I 12-I z 016X6 I PE i w/ V ECCQ @ TOP 6X6 w/ m w 1 CCQ INVERTED @ BASE CCQ @ TOP 1 CCQ INVERTED @ BASE I z ¢ I 6X6 w I 6X6 w/ BEAM TIE 6.2 CBTZ @ TOP CBTZ @ TOP 2• BC60 @ BASE BC60 @ BASE ZI / 6 X 10% GLB 24F-V4 -_SCREEN BELOW PER DETAIL 14/S2.3 _ _ _ _ J A B VE- a] PROJECT #: x21-0412 REV DATE: OD70-2 — — NOV q1202, CITY OF EDMONDS REV DATE: V&F�,Qp�v1�JyT,ySERVIK NT D5 S5