The URL can be used to link to this page

REV1 APPROVED PLN BLD ENG RESUB1 BLD2021-1346+Architectural_Plan+8.1.2023_10.19.36_AM+3700051PROJECT INFORMATION: PROJECT DESCRIPTOIN : ADDITIONS OF ADU TO EXISTING SINGLE FAMILY HOME ADDRESS & LEGAL DATA: OWNER: TAMARA & PHILLIP LESSLEY ADDRESS: 22629 96th AVE W, EDMONDS, WA 98020 SITE AREA 16,988 SF PARCEL NUMBER: 00544300009700 LEGAL DESCRIPTION: SECTION 25 TOWNSHIP 27 RANGE 3 QUARTER SE PINECREST BILK 000 D-00 - TR 97 ZONING: RS-8 DRIVEWAY APPROACH TO BE CONSTRUCTED UNDER ASSOCIATED ROW PERMIT ENG2022-0584 1 1 G S ■ I I S i 48' -9" ■ ■ ■ 1 EXIST. GRAVEL LEW ASPHALT I s _01_ 0AREA 20'' SAVED DRIVEWAY. ■ G S%■ I 1 1 N :S S'S ■ S r I -Cq , , ' ■O ■ ■ ■ ■ • N m 1 s EXIST. WM TO w STORM DIN MANHOLE ,I BE UPSIZED N ' ■ RIM DATUM 393.05' TO 1 "AND 4SEA SURVEY FOR G S WATER LINE . ■ CT LOCATION ! TO 1 1 /4". o ■ ' • I 1 ADD FITTING.. '' ■ (FRONT SETft I 1 I I OFF EXIST • LINE FOR THE ♦ ♦ BACK, ■ ♦J 25 0 ! s I 1 LNE -vim - -v I I I G S W < ' Lu i i "393'i I ■ 0, �I ■ G ■ S I W p—...�P�•.. W -- Yam, ..�P--..�P—...T I I I LEGEND ■ PROPERTY LINE -- CONTOUR EXIST """"""'-- CONTOUR NEW ------- SETBACK / EASEMENT ----- NEW CONSTRUCTION WATER METER FM GAS METER GM ELECTRICITY METER EM WATER - -W- -N/- GAS ----G-•••-G- POWER -•--P-"'-P- SEWER EXIST. -••-S-•••-S- SEWER NEW -••-S-•••-S- DRAIN PIPES NEW -SD• ---SD' TREE ■ o PARKING P1 PAVED AREA ,..-394..•..- I I I \ I I I I I I I I I I I ■ ■ I I I I Ind I L -. ■ . ■ . ■ . ■ . ■ . ■ . ■ ■ ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ J The following documentation shall be available on site for the building inspector: APPLICANT/PROJECT CONTACT: - ARCHITECT: ! ❑ COE APPROVED ARCHITECTURAL PLAN SET ! ! ❑ COE APPROVED STRUCTURAL PLAN SET ■ CHRISTOPHER EZZELL ■ E WORKSHOP : ❑ COE REVIEWED CALCULATION PACKET ' 314 FIRST AVENUE SOUTH ! ❑ ENERGY CREDIT WORKSHEET ■ i SEATTLE, WA 98104 ■ T. 206-463-4941 ; ❑ SITE PLAN CHRISQEWORKSHOPDESIGN.COM ; ❑ CIVIL PLAN ' STRUCTURAL ENGEER: ! ❑x COE APPROVED PLAN SET DATED 11/23/2022 ! ❑ ■ CHRISTOPHER SHAW ■ P.O. BOX 28598 ' ■ SEATTLE, WA 98118 CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■ ti.............................................. . T. 206-428-7550 BUILDING CODE: INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 BUILDING CODE: WASHINGTON STATE ENERGY CODE (SEC) 2018 REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION vow" mom_y� BUILDING OFFICIAL Aug 16 2023 APPROVED DATE ALL WORK SUBJECT APPROVED TO FIELD PLANS MUST BE INSPECTION FOR ON JOB SITE CODE COMPLIANCE i — — — — N 881 07.85' w EXIST. PATH - SIDE SETBACK `? EXISTING RESIDENCE I I I I _ I _ ' i `1 O ' G s CO , 1 I; 1 ■ 1 ■ I NEW t I 1 s ■; 1 1 DRAWING LIST A0.0 COVER SHEET A0.1 GENERAL CODES A0.2 GENERAL CODE ANALYSIS A0.3 GENERAL CODE ANALYSIS A1.0 SITE PLAN: PARTIAL A1.1 SITE PLAN IMP. SURFACES D1.0 DEMOLITION SITE PLAN D1.1 DEMOLITION: FLOOR PLAN / ELEVATION A2.0 KEY PLAN: GROUND FLOOR A2.1 KEY PLAN: 1 ST FLOOR A2.2 FLOOR PLAN: GROUND FLOOR A2.3 FLOOR PLAN: 1 ST FLOOR A3.0 ROOF PLAN A5.0 EXTERIOR ELEVATIONS A5.1 EXTERIOR ELEVATIONS A6.0 BUILDING SECTION A6.1 BUILDING SECTION A7.0 WALL SECTION A7.1 DETAILS: PARTITION TYPES, WALL ASSEMBLIES & SKYLIGHT A8.0 WINDOW & DOOR SCHEDULE & TYPES ROOF INFILITTRATION I REAR , I TRENCHS. SEE PG1 SET BACK- �0� ■ I ' iii 15 -011 93'-9" ' COTTAG E -�--�--- 0--�=------------------------+►'G�- - EXIST. EXIST. s ♦' • �• ,>' ♦♦ s WORKSHOP STORAGE ■ SD---•SD-----SD.-- SD' _- SD- .. Z SD 0O I ° s %// I �� ♦ i C0 I I j I • � r! s , ------------ Zone ' -RS-B Corner _ _ _ _ , Flag ' Setbacks: Required Proposed Front W -- 25__ ; ` 25+ --- 7.5/7.5: - 30/7.5 Sides N/S 15 15+ Rear E ;-------- ` _____ Other 25 17.4 Height __ __ - , I D (rj SD SDSD SD �: ■ M '� ♦ • SHED ��' �' �' • /- I I ♦ ■ 7 I i i cis 0 SD I I • ■ SD ° •■ ♦ ' ■ 0 _ yam. -�--+�•�'�� -� ��••:.:�.30`�-'• s•�• - P s- SD :SIDE SET BACK cfl • �* s� m ♦ 136�$3' �,Ps�• ,. •••.: `�. ♦ ♦". •:.-• ' : �. 'SD - ,SDI --SD_ S`� --Su' iSD •I �• .� N 88044' 15" W 208.55' � ��,� ♦ � ♦, set NEW PERVIOUS AREA �EXI TING �� NEW CONSTRUCTION�EXISTING CONTACT OVWSD FOR UPSIZING WATER METER CITY OF EDMONDS TO INSPECT WATER ENGINEERING DIVISION SERVICE LINE FROM APPROVED AS NOTED METER TO ADU. 08/02/2023 APPROVAL FOR REVISION 1 NO STORMWATER MANAGEMENT SYSTEM REQUIRED AT THIS TIME. IF NEW AND/OR REPLACED IMPERVIOUS SURFACE EQUALS 2000SQFT OR GREATER, A STORMWATER MANAGMEMENT SYSTEM MAY BE REQUIRED NOTE: PER CITY CODES AND STANDARDS 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 Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. APPROVED BY PLANNING Aug 21 2023 LL ULiI iJU LI I /-lV L V EDMONDS WA 98020 WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 RESUB REVISION Aug 01 2023 Aug 01 2023 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT i ilsdnla•J CONSTRUCTION DOCUMENTS No. By Revision Date 1 KK 05/30/2023 6029 - -- r'Els t t AI UHITECT CHR,STO?MEA L STATE OF WASHIN67s�N Title COVER Issue Date 09/17/21 Scale VARIES Drawing No 1 SITE DEVELOPMENT PLAN HN o 15 FT Scale: 1 /16" = 1 ' -0" 3 1 VICINITY MAP 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 DETAILS,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 EXPOSRD BOTTOM EDGE IS 60" OR GREATER ABOVE THE WALKING SURFACE. SAFETY GLAZING IS _ REQUIRED I I r � SAFETY GLAZING IS NOT T _ • .: d REQUIRED WHEN THE NEAREST II EDGE OF THE NEAREST EDGE OF 1' THE GLAZING IS NOT WITHIN A 24" >✓ ; C ARC OF EITHER VERTICAL EDGE OF �tg�jry �° • iTHE 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. it 1 3. ACCESS THROUGH THE DOOR IS TO A 5 . ; CLOSET OR STORAGE AREA 3' OR LESS IN I DEPTH. SAFETY GLAZING IS NOT REQUIRED FOR SAFETY GLAZING IS PANELS WITH EXPOSED BOTTOM EDGES 60" OR REQUIRED FOR ALL ; ' ° GREATER ABOVE THE WALKING SURFACE OR PANELS WITH EXPOSED (� 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" p fi - PERMANENT BARRIER lj SAFETY GLAZING IS !, 4 N,• SAFETY GLAZING IS REQUIRED NOT REQUIRED 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. P.M4- ° D. EXPOSED AREA OF AN INDIVIDUYAL PANE IS 9 S.F. OR LESS ` 'M reaxr E: WHEN A PROTECTIVE F .,. �, t. ,,�n.,: it �r �. •11 �i�.11 �'�.;d l I tee' .o. ��, � _ -Q• h EGRESS WINDOW REQUIRMENTS 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. I Elevation 1y ,I.,zlna jr. requied, — Iafet! ale7ing Is •� •.', , — ill" ah:w? : V: Al1,�Tj lis r,.t rcoa(ed uthM.. � I I f t' -,t�t�, yLiZR�a 1 f I �r regc�red .--- r is eq red Plan 0 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. THE MINIMUM NET CLEAR OPENING OF 5.7 S.F. S REQUIRED EXCEPTIONS: GRADE FLOOR OPENINGS MAY HAVE A NET CLEAT OPENING OF 5 S.F. 1W h 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 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. oa Ped•_„xn H&I -- P-1-it Smoke alarms — I on every level � rr AVOID THESE LOCATION FOR ALARMS NEAR COMBUSTIBLE SOURCES, FIRE PLACES, FURNACES HOT i WATER HEATERS, SPACE HEATERS, KITCHENS, GARAGES WITH ` VEHICLE EXHAUST. PLACE ALARMS AT LEAST 20' AWAY FROM SUCH SOURCES. d IN AIR STREAMS PASSING BY KITCHENS, SEE PAGE 1. IN DAMPS AREAS SUCH AS BATHROOMS WITH SHOWERS. r PLACE ALARMS AT LEAST 10' AWAY FROM SUCH SOURCES. IN VERY COLD OR HOT AREAS SUCH AS UNHEATED OR f 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 j CONDITIONERS, HEATERS FLOOR AND CEILING FANS. IN DEAD AIR SPACES, SEE THIS PAGE FOR DEAD AIR ARE ENCLOSED STAIRS AND PAGE 1 FOR OTHER LOCATIONS. IN INSECTS -INFESTED AREAS. INSTAL BUG SCREENS. Avoid smoke alarms NEAR FLUORESCENT LIGHTS PLACE ALARMS AT LEAST 5 FEET in these locations AWAY FROM SUCH SOURCES. �o w 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. min l I 1 I C.pc.1t..6tn �eC"OU" I _ 1 Crna_ Ih; ra o7 aarm Cnn:fuaihsneu — - - 1 Bedr�orl Becroc', I Au returr Du -iot cla-e alarrlc rr d�ir1 ar r:.att,r s In Cohr:jS oath Aw 4" d,f e,f!nt hp I0C,)tC ;t1;ur^ _ htyhast are� �� 4� al.,n rd alarm e YM KE ALARM REQUIRMENTS 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. gypsrn t•vre tivra. p•�1: •� r ,,z• r gYpa m Luer� L 1':7-�yr c, trn twin 7/. LIVING AREA Dwelling 1 Garage Separation F isL,nir.7 per IRU f ob1c R70z 3 S vB typo R at UAVq —••• F+Xrvah 112^ yypt Word at wars �• •Fe+l� r .«, / `xl _ _M �wf, R; d" .^ u �f�a I >r�.r. � 1', .. _ .�fw+ +� +s•n �. m 7.1 mr 4 - r 4 a 7I 2r - - v + yw,A cr. • Ate. 9 1', r .-4-1 Y K-M J i WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 RESUB REVISION Aug 01 2023 Aug 01 2023 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT CONSTRUCTION DOCUMENTS No. By Revision Date 6029 -- IrEfrISTEr, - A iayilTfil;7 CHR15T0?MEA L STATE of WASHINis Title GENERAL CODES Issue Date 09/17/21 Scale 1 /8 = 11-011 PENETRATIONS THROUGH FIRE SEPARATIONS N.T.S. FIRE SEPARATION BETWEEN DWELLING & CRAWL SPACE N.T.S. Drawing No. 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. I Ir�uTlnl� 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 - - - - - - - J 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 SO. INCH = 4.1 SQ.FT A "- N 389'- __co 4� 144 � nn' Cl)m � 0 388.7'"�"� 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 PLUMBING FIXTURES SCHEDULE EXISTING NO. LOCATION FIXTURE.TYPE � 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 TOTAL EXISTING FIXTURES: 32 QTY AVARAGE GARADE : A + B + C + D = 393.0' + 393.0' + 388.3' + 388.7' = 390.75' 4 4 HEIGHT LIMIT 01 KITCHEN FAUCET 1 02 BATHROOM SINK 1 03 BATHROOM FAUCET 1 04 BATHROOM TOILET 1 05 BATHROOM SHOWER 1 AVG. GRADE 06 BATHROOM (LAUNDRY) WASHING MACHINE 1 390'-9" TOTAL NEW FIXTURES: 6 FIN. FL: EXIST. G FL 387' 5$ TOTAL EXISTING FIXTURES + TOTAL NEW FIXTURES = TOTAL PLUMBING FIXTURE 32+6=38 FIN. FL 386' -5" HEIGHT LIMIT FIN FL: EXIST. 1ST FIL 395'-5" A ----------- T----------- AVG. GRADE 390' -91, FIN. FL — — -------------------- 386'-5" Kif:101Y V 384'-3" `apt` WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 RESUB Aug 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISION Aug 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSTRUCTION DOCUMENTS No. By Revision Date 2 KK 07/31/2023 1 KK 05/30/2023 $Oi9 mW--- rlsfllyL9tITri Lo N TEC:3 � ^V CHRISTO?HER L STAT€ OF WASHINGTON Title GENERAL CODE ANALYSIS Issue Date 09/ 17/21 Scale 1/8=1'-0" Drawing No. � / J E71 Size: Washington State its heating system sizing calculator IS based on the Prescriptive Requirements of the 2018 Washington state Energy code (VVSLG) and AuuA Mantle and S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. lease 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 flues 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 lergycode@energy.wsu.edu or (360) 956-2042 for assistance. 22629 96th AVE W 314 1ST AVC S EDMONDS WA 98020 sEA41 E, WA 98104 Heating System Type: ®Ail others... Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Instructions Edmonds Design Temperature Difference (AT) AT = Indoor (70 degrees) . Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 800 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 11.3 9,000 Glazing and Doors U-Factor X Area = UA Instructions U-0 28 0.200 374 74.70 Skylights U-Factor X Area = UA Instructions 0.50 0� -- Insulation Attic U-Factor X Area = UA Instructions R-49 0.026 699 18.16 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions R-38 Vented --- Above Grade Walls (seeFig- p U-Factor X Area UA Instructions R-21 Intermediate 0.032 1,157 37.01 Floors U-Factor X Area UA Instructions --- 800 R-38 Below Grade Walls fee Figure f) U-Factor X Area UA Instructions No Below Grade Walls in this project. 0.028 Slab Below Grade (see Figure t) F-Factor X Length UA Instructions No selection 0 --- Slab on Grade (see Figure i) F-Factor X Length UA Instructions No selection --- Location of Ducts Instructions Duct Leakage Coefficient 1.10 Above Grade 59 Sum of UA 129.87 Envelope Heat Load 7,662 Btu / Hour Sum of UA x AT Air Leakage Heat Load 5,735 Btu / Hour Volumex 0.6x ATx0.018 Building Design Heat Load 13,397 Btu / Hour Air leakage + envelope heat loss Building and Duct Heat Load 14,737 Btu / Hour Ducts in unconditioned space: sum of building heat loss x 1.10 Ducts in conditioned space: sum of building heat loss x 1 Maximum Heat Equipment Output 18,421 Btu / Hour Building and duct heat loss x 1.40 for forced air furnace Building and duct heat loss x 1.25 for heat pump 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 11 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•b 21 int 0.056 Floor 30 0.029 Below Grade Wall,' 10/15/21 int +TB 0.042 n/a Slab R-Value& Depth 10, 2 it 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 fl 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 tions Fuel Normalization Descriptions ONE tion1 User Notes Combustion heating minimum NAECAb ❑2 Heat pump` ffCreditst El3 Electric resistance heat only -furnace or zonal ❑4 DHP with zonal electric resistance per option 3.4❑ 5 All other heating systems -1.0 ❑ Energy Options Energy Credit Option Descriptions Efficient Building Envelope Efficient Building Envelope Efficient Building Envelope Credits - select ONE energy option from each cate ory d 1.1 0.5 ❑ 1.2 1.3 1.0 0 0.5 ❑ 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope 0.5 ❑ 2.1 . Air Leakage Control and Efficient Ventilation 0.5 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.1" High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.3' High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 ❑ 3.61 4A High Efficiency HVAC High Efficiency HVAC Distribution System 2.0 ❑ 0.5 4.2 1 High Efficiency HVAC Distribution System 1.0 ❑ Prescriptive Path - Single Family 2018 Washington State 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.) Credits - select ONE energy option from each category 0.5 ❑ User Notes 5.1d Efficient Water Heating 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 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 3 WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 RESUB Aug 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISION Aug 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT i�il�dnla•J CONSTRUCTION DOCUMENTS No. By Revision Date 8o29- (,1C�1:>TrrL N l;9tITEC3 CHRISTO?HER L STAT€ of WASHINGTON Title GENERAL CODE ANALYSIS Issue Date 09/ 17/21 Scale 1 /8 = 1 I.0 11 Drawing No. A0.3 ■■ a■ ) GATE PATH �� EXIST. NO CHANGE c, y �'•• � SIDE SET BACK _ _ �G - - G .SL�G� " G 'G ..G� - G .... ... ~ G ..�.... ------ •-------------------------------------------- RESIDENCE................ .................... : ............. . .................................... EXIST. NO CHANGE...... m — — — — — — — — — — — — — — — — I : I `.�G s N II;.................... I I I I GARDEN I I - I I I G ��'■•♦ I I SIj • / '■ I •IAr I .....3 SD .•' I ♦ ■ ■ . �■ I s � � I DS L ��DS / ■ IT :............................. NEW COTTAGE DRIVEWAY • '•J EXIST. NO CHANGE • e1IL ■ ■ ■ r • ... P2 r— — — — — — — — — — — — - I I I I I I I I I -- — — — — — — — — — — — — — — — — Pam. .�...-p�... ------------ I G I I / •.. s I S G D I I I I '� I I I �• I S+ 16D I I SD GARDEN I 11.1 I '� ; i I I ♦ G I I ♦ ♦�■■■■■■■• 's / DS I ' I I I w�• I ♦ a L_ I I I : SD ♦♦ TAIL I I #♦ ♦� ♦ • NEW ROOF DECK ; I I I i ■ DS 3�34.............: p P Sp W�.i.�p—... ...—P�... ...—P—...�- --P...' ... .p. ..94 W---- ... W.... ... W—... ----W-------.W---- ..._W_... ----W.... .... W_..Lin=:_ W-.._�� :._ W':._-� co C NOTE: DOWN SPOTS AND ROOF DRAINAGE SEE CIVIL ENGINEER DRAWINGS PG1 1 SITE PLAN M0 Scale. 1' = 1'-0" r 15 FT EXISTING I I ■ ■ I / D I I ■ ♦ SD �I I I I I ■ m O GI I I • ■ I ■ SD VID WORKSHOP STORAGE r — — I- — —`— — I � --------- ....... ■ .....EXIST NO CHANGE EXIST. NO CHANGE SD -■ '' SIDE SET BACK 1 .. .:.JSD _ .■---TSD—••--••-SD—••--•--SD—••--••—SD—••----•-SDI••—-.- ♦' ♦ '' lb ■ ■ i EW CONSTRUCTION 1 = EXISTING 1111. LEGEND PROPERTY LINE - CONTOUR EXIST. .................. SETBACK/EASEMENT ----- WATER METER GAS METER G© ELECTRICITY METER 0 WATER — WATER NEW NEW —•w---w— GAS — NEW GAS NEW —•G•---G— POWER — P--••P— POWER NEW — P----P— SEWER EXIST. — s---•s— SEWER NEW —•S----S— DRAIN PIPES NEW —SD----SD— TREE PARKING P1 DOWN SPOUT ® DS WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 RESUB REVISION Aug 01 2023 Aug 01 2023 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT • IYsd[iA[*1 CONSTRUCTION DOCUMENTS No. By Revision Date 1 KK 05/30/2023 8029 Afjt�611Y5GT 1 VIIRISTOPPHEA LTE OF yWA.",HSNG7+'!N Title SITE PLAN: PARTIAL Issue Date 09/17/21 Scale 1 /8 = V -0" Drawing No. BUILDING COVERAGE: HARD SURFACE AREA EXISTING TO BE REPLACED: EXISTING TO BE REPLACED: BUILDING COVERAGE: 7 -STAIR : 28.3 SF 10 - DRIVEWAY 240.0 SF EXIST.BUILDIN COVERAGE AREA TO BE REMOVED: 189.6 SF 8 - DECK 161.3 SF 9 - CONIC. TERRACE: 647.8 SF EXIST. STRUCTURE TO BE REPLACED 189.6 SF NEW ADDITIONS 436.3 SF TOTAL 189.6 SF TOTAL 887.8 SF TOTAL FLOOR AREA 625.9 SF 4 - ADU ADDITION/NEW DECK: 325.4 SF 5 - PATIO: 56.3 SF 6 - RAMP / STEPS: 54.6 SF TOTAL : 436.3 SF 9 SITE PLAN: NEW HARD SURFACE AREA Scale: 1 /16" = 1 '-0" LJLJ 0 15 FT HARD SURFACE AREA: (TERRACE, DRIVE WAY& PATHS) EXIST. HARD SURFACE AREA TO BE REPLACED. 887.8 SF EXIST. STRUCTURE AREA TO BE REPLACED. 189.6 SF NEW STRUCTURE ADDITIONS 436.3 SF TOTAL AREA 1,513.7 SF LESS THE TOTAL NEW ADDED & REPLACED SURFACE AREA IS MGRE THAN 2,000 SE 1,513.7 SF "- 2,000 NEW STRUCTURES ® EXIST. HARD SURFACE AREA Ej EXIST. BUILDINGS & DECK 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 RESUB Aug 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISION Aug 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSTRUCTION DOCUMENTS No. By Revision Date 2 KK 07/31 /2023 1 KK 05/30/2023 8029 A i.yilTfiC3 CHRISTO?MEA L STATE OF WASHIN67s�N Title SITE PLAN: IMPERVIOUS SURFACES Issue Date 09/17/21 Scale AA 1 /16" = 1 ' -0" Drawing No. A1.1 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 MECHANICAUELECTRICAL 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 01DEMOLITION 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 RESUB REVISION Aug 01 2023 Aug 01 2023 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT BLD2021-1346 CONSTRUCTION DOCUMENTS No. By Revision Date KK 05/30/2023 4TrC o N ;H1TEC T is ^� CHRISTO?HER L STAT€ OF WASµ1NGTON Title SITE PLAN: DEMOLITION Issue Date 09/ 17/21 Scale 3/16" = 1 ' -0" Drawing No. D1.0 1 FLOORTrl :DEMOLITION Scale: 1 0" I ilm LEGEND STRUCTURE TO BE REMOVED ---- WALLS TO BE REMOVED =.:.. . DOOR & WINDOWS TO BE REMOVED 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 RESUB Aug 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISION Aug 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSTRUCTION DOCUMENTS No. By Revision Date 1 KK 05/30/2023 8029 --� A i.yilTfiC3 CHRISTO?MEA L STATE OF WASHIN67s�N Title DEMOLITION FLOOR PLAN / ELEVATION Issue Date 09/17/21 Scale 1 /4" = 1 ' -0" Drawing No. D1.1 RESIDENCE EXIST. NO CHANGE EXISTING 1 � KEY PLAN :GROUND FLOOR Scale: 3/16" = 1'-0" IDS O IDS PLANTING BED 2 PLANTING BED 4 391.7' \044, 1 � - . - M n 0 6 FT RAMP COURTYARD MASTER BEDRM PLANTING BED 1 ----------------------------- ---------------------------- PLANTING BED 3 I 388.5388.5' PATIO — — — — — — — — — T — — — — — — — — — — — — — r-- 387.4' 1 387.4' 388' 387.4' DSc HALL BATHROOM LIVINGRM I I I KITCHEN REF. -- GUEST BEDRM NEW CONSTRUCTION 1 A2.2 A CARPORT EXIST. NO CHANGE NEW GATES 6� HEIGH PEft nQ , _ I---r 17.30.I I I NEW FEkCE I I I 6' HEIGIT I I PER ECPC I I 17.30. q I I I I I UP i E I I I I I I I I — — I I I I IE I I STAIR E I I I I I I I - I I _ I 388.3' . - . - . - . i --------- I E I II I I I I' I II I II I I I' I I II I I I ------------------ I I I I I I I I I I I I I I I I I --- ----- \�---------- ---- WORKSHOP STORAGE EXIST. NO CHANGE EXIST. NO CHANGE EXISTING IZ� t4 K4 `1 If1 Ifl lil fl WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 RESUB REVISION Aug 01 2023 Aug 01 2023 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT p IYsd[iA[*1 CONSTRUCTION DOCUMENTS No. By Revision Date 2 KK 07/31 /2023 1 KK 05/30/2023 $o29 —. A QHITfiC7 CHRISTO?MEA L STATE OF w^s,4'Nr-*rON Title KEY PLAN: GROUND FLOOR Issue Date 09/17/21 Scale 3/16" = 1 ' -0" Drawing No. A2.0 Al RESIDENCE EXIST. NO CHANGE KITCHEN EXIST. NO CHANGE DINING AREA EXIST. NO CHANGE EXISTING 1 KEY PLAN : 1ST FLOOR Scale: 3/16" = 1'-0" IN] r- ------------------------------------------- L -------------------------------------------------------------------------- --------------------------------------------------------------------- • ' O 0 • • OUTDOOR DINING DECK NEW ROOF DECK DIN STAIR WORKSHOP ........................................... EXIST. NO CHANGE NEW CONSTRUCTION EXISTING NEW WALL 0 EXISTING WALL 0 6 FT El GRAVEL PATH STORAGE EXIST. NO CHANGE WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 RESUB REVISION Aug 01 2023 Aug 01 2023 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT i�il�dnla•J CONSTRUCTION DOCUMENTS No. By Revision Date KK 05/30/2023 80119 yT%C o N L9tITEC:3 � ^� CHRISTO?HER L STAT€ OF WASµ1NGTON Title KEY PLAN: 1 ST FLOOR Issue Date 09/ 17/21 Scale 3/16" = 1 ' -0" Drawing No. A2.1 ZD RESIDENCE EXIST. NO CHANGE CV T 19 T EXISTING V ' 1 /A5.0 E I 20'-3" 0 16'-2" PLANTING BED 2 PLANTING BED 3 --------------------------------------------------------- STAIR 4R@6" 0 3T @ 12" SERVICE - Q GATE OP I I O DRAIN UP ............................... ............................. .�......................... 2/A5.1 p - PATIO Q SLOPE a- r STEPS 1/12' = 1'-0" Oo �� 4R @ 6" co 3T @ 12" I DN ---------- E � ----- ------ NEW RAMP i �---- 16�7-,------T i I I W-01 I W-02 W-03 I - D-01 2'0" X 5-0"1 4'0" X 5'0" 2'0" X 5'0" Ds I STEPS D0 3R@6" 3T @ 12" I I DN I o I w 1 1 /A9.0 I m - 1 uj I _z 8 - I T NEW . O COURTYARD 1 I � _ I Q FENCE PLANTING BED 4 LIVING AREA 0� X L-------------- PLANTING BED 5 1 E o � �o I I ------ - ----- 1 T UP I � E EGRESS I I DS W-08 W-07 I DS rn o I 310" X 410" 7'2" X 4'0" [--D — — — — — — — — — -L — — — — — — — — — — Q o KITCHEN 5/A9.0 � 2/A9.0 HALL 3/A9.0 6/A9.0 D-05 D-03 D-02 REF. --- ----- MASTER BEDROOM N D-04 T L 0 12' 1" 8'-101/2" 11'-11" / E /\BATHROOM - 0 o 0/ 9 0 Q D-08 CL D-06 g/A9,0 GUEST BEDROOM j D-07 1 1 /A9.0 0 � I SHOWER WH co�+] I L 3'-0"X5'-6.': LD-09 N W/D P-1 EP ............ DS W-05 DS STAIR I /� 510" X 410" 14R @ 7 3/4"--- Q EGRESS 13T @ 11 " 2/A5.0 36'-8" 3'-5 1/2" IRC R311.7 HAND RAIL@ 36" OFF TREADS. NOTE: 1. DIMENSIONS TO STUD EXCEPT WHERE NOTED 2. INTERIOR PARTITIONS ARE 2X4 WD STUD, EXCEPT WHERE NOTED 1 )_FLOOR PrZ GROUND FLOOR HN Scale: 1 /4" " 0 6 FT NEW CONSTRUCTION NEW 2 GATE A6.1 2 A6.0 LEGEND NEW WALL ® EXISTING WALL W NEW WINDOW D NEW DOOR O SMOKE ALARM WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 RESUB REVISION Aug 01 2023 Aug 01 2023 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT CONSTRUCTION DOCUMENTS No. By Revision Date 2 KK 07/31 /2023 1 KK 05/30/2023 $oL9 .-. r•, 15�- .r t- A QHITECT CHRISTO?MEA L STATE or wAgHINGrON Title FLOOR PLAN: GROUND FLOOR Issue Date 03/03/22 Scale 1 /4" = 1 ' -0" Drawing No. A2.2 WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 RESUB REVISION Aug 01 2023 Aug 01 2023 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT i�il�dnla•J CONSTRUCTION DOCUMENTS No. By Revision Date 2 KK 07/31 /2023 1 KK 05/30/2023 $0"c9 w -- P ) flN l;jJITEC ^HO CHRISTO?HEA L STAT€ OF WASµ1NGTON Title FLOOR PLAN: 1 ST FLOOR Issue Date 03/03/22 Scale 1 /4" = 1 ' -0" Drawing No. A2.3 Z 1 ROOF PLAN Scale. 114" = 1'-0" EXISTING m I 6 FT vv v 1 � v ��.,, ` MATCH EXIST EW CONSTRUCTION LEGEND NEW ROOF DECK TRANSLUSANT PANED ROOF COMPOSITE ROOF MATCH EXISTING ODS DOWN SPOUT ,SLOB SLOPE WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 RESUB REVISION Aug 01 2023 Aug 01 2023 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT CONSTRUCTION DOCUMENTS No. By Revision Date 1 KK 05/30/2023 8029 A i.yilTfiC3 CHRISTO?MEA L STATE OF WASHIN67s�N Title ROOF PLAN Issue Date 03/03/22 Scale 1 /4" = 1 ' -0" Drawing No. A3.0 1 EXTERIOR ELEVATION: NORTH Scale: 3/16" = 1'-0" 3ba.5' STEPS --- PAI IQ - NEW RAMP EXISTI N NOTE: ROOF SLOPE TO MATCH EXIST HOUSE EW CONSTRUCTION VV VVIV VI VV IV W-U5 LJ L/V VIV �JI \J IJ IiJ 386'-5" 510" X 315" EXISTING NEW CONSTRUCTION EXISTING 2 EXTERIOR ELEVATION :SOUTH EXISTING� A A WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 RESUB REVISION Aug 01 2023 Aug 01 2023 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT CONSTRUCTION DOCUMENTS No. By Revision Date 2 KK 07/31 /2023 1 KK 05/30/2023 8029 AI j;IJITECT CHRISTO?MEA L STATE OF WASHIN67s�N Title EXTERIOR ELEVATION Issue Date 03/03/22 Scale 3/16" = 1 ' -0" Drawing No. A5.0 ROOF DECk PATIO V 386'-5" 1 EXTERIOR ELEVATION :EAST Scale: 1 /4" = 1 '-0" EXTERIOR ELEVATION: NORTH ( PARTIAL Scale: 1 /4" = 1 '-0" FIN. FL ----------- — — — — 386'-5" Al e WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 RESUB REVISION Aug 01 2023 Aug 01 2023 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT BLD2021-1346 CONSTRUCTION DOCUMENTS No. By Revision Date 2 KK 07/31/2023 1 KK 05/30/2023 4Trrt N ;H1TEC T is ^� CHRISTO?HER L STA7€ OF WAsm NaTDN Title EXTERIOR ELEVATION Issue Date 03/03/22 Scale 1 /4" = 1 ' -0" Drawing No. A5.1 ,T.O. WALL 1 BUILDING SECTION Scale: 1 /4" = 1 '-0" ' BUILDING SECTION 3 Scale: 1 /4" = 1 ' -0" ZL e WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 RESUB REVISION Aug 01 2023 Aug 01 2023 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT CONSTRUCTION DOCUMENTS No. By Revision Date 2 KK 07/31 /2023 1 KK 05/30/2023 8029 A i.yilTfiC3 CHRISTO?MEA L STATE OF WASHIN67s�N Title BUILDING SECTION Issue Date 03/03/22 Scale 1 /4" = 1 ' -0" Drawing No. A6.0 ROOF SLOPE 1/4'71'-0" MIN. o 6" MLT GUTTER TYP. D-08 D-09 DRAIN W-02 CLOSET UTILITY - - L_ 5 CLOSET _ 3------ Emma 86' 5" PORCH LIVING AREA KITCHEN GUEST BEDROOM r 1 BUILDING SECTION Scale: 1 /4" = 1 ' -0" 0 12' -0" FIN. FL: EXIST. GROUND FL 12 1 387'5" 0 FIN. FL 386'-5" PATIO NEW RAMP 8.3 % SLOPE PER R311.8.1 2 SECTION : RAMP Scale: 1 /4" = 1 ' -0" e WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 RESUB REVISION Aug 01 2023 Aug 01 2023 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT BLD2021-1346 CONSTRUCTION DOCUMENTS No. By Revision Date 1 KK 05/30/2023 A UHITECT CHRISTO?MEA L STATE OF WASHIN67s�N Title BUILDING SECTION Issue Date 03/03/22 Scale 1 /4" = 1 ' -0" Drawing No. A6.1 lJ METAL ROOF, STANDING SEAM 3/4" OSB PLYWD RIGID INSULATION- 1 LAYERS OF 3.5" & 4" ENRGY 3 (R-49) 15" BATT INSULATION (R-49) 1 " EVE VENT CONTINUOUS 400 CORA VENT MTL GUTTER - MATCH EXIST. PAINTED WD TRIM - MATCH EXIST. PAINTED CARDECKING SOFFIT T.O. PLATE — ............ " 44'-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 ANCHOR BOLT - 5/8" @ 32" O.C. - 8" EMBEDMENT 2X6 SILL PLATE, PRESSURE TREATED TERMITE SHIELD ON SILL SEALER rWD FLOOR JOISTS 3 DAND SEALED TAPED m n zo �cf) O T 0 &WALL SECTION: TYPICAL Scale: 3/4" = 1'-0" 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 T.O. FIN FL 341-611 T.O. CONC. WALL _ .................... 33' -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-VALUER-10/15/21 INT + TB SLAB ON GRADE R-VALUE 25% 0.30 0.30 R-10 R-49 R-21 R-30 N/A � WALL STING =RNED TO -ATED PLY & G SHEATHING ON SLOPED )CTURAL PLANS ■ fi R VALUE .O. FIN FL 4' -6" - WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 RESUB REVISION Aug 01 2023 Aug 01 2023 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT p IYsd[iA[*1 CONSTRUCTION DOCUMENTS No. By Revision Date 1 KK 05/30/2023 8029 A i.yilTfiC3 CHRISTO?MEA L STATE OF WASHIN67s�N Title WALL SECTIONS Issue Date 09/24/21 Scale �,� WALL SECTION: TYPICAL Scale: 3/4" = V-0" 3/4" = 1 ' -0" Drawing No. WD JOIST FIN. CEILING PAINTABLE FIRESTOP SEALANT (BOTH SIDES, 1/2") DBL. TOP PLATE W. A34 @48" O.C. TO JOISTS/ (JOISTS PERP) OR TO BLKG. \ (JOISTS PARALLEL) NEW 2 X 4/6 PARTITION WALL W. 2 X 4/6 WOOD STUDS @16" O.C. NEW 5/8" TYPE "X" DRYWALL FINISH 1 /4" D. X 2" LONG EXPANSION ANCHOR @48" O.C. PAINTABLE FIRESTOP SEALANT m FP-1 WD JOIST JOISTS, FINISH FLOOR VAIRES YP. NON LOAD BEARING PART. WALL `')-TS-cale: 1 1 /2" = 1 ' -0" 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. EXTERIOR WALL ASSEMBLIES W__11 CONDITIONED SPACE FLOOR ASSEMBLIES TYPICAL WOOD SIDING WALL - NEW WOOD CLAPBOARD TO MATCH EXISTING W/CORROSION RESISTANT FASTENERS -DOUBLE LAYER MOISTURE BARRIER -2X6 FRAMING, INSULATION, VAPOR BARRIER, AND DRYWALL F-1 WOOD FLOOR OVER WOOD FRAMING VABOR RETARDER FLOOR SHEATHING PER STRUCTURAL TJI STRUCTURAL R-30 INSULATION 1 " RIGID INSULATION TAPED AND SEALED WORKSHOP 314 FIRST AVENUE, SEATTLE WA 98104 206.463.4941 JOHANSON RESIDENCE 22629 96th AVE W EDMONDS WA 98020 RESUB REVISION Aug 01 2023 Aug 01 2023 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT i�il�dnla•J CONSTRUCTION DOCUMENTS No. By Revision Date 1 KK 05/30/2023 4TrC o N ;H1TEC T is ^� CHRISTO?HER L STAT€ OF WASµ1NGTON Title DETAILS: PARTITION TYPES, WALL ASSEMBLIES & SKYLIGHT Issue Date 09/24/21 Scale VARIES Drawing No. A7.1 DETAIL: ROOF PLAN Scale: 3/8" = 1 ' -0" 4X4 WD POST TPO FLAS AND CORNER PAT( HEAT WEL TO MEMBf TPO FIELD MEMBRANE 2 DETAIL: POST@PARAPATE Scale: N.T.S. �SHING POST 8"MIN SOLVENT BASED ADHESIVE W/IN 3" OF EDGE 6" MTL GUTTER -A JD ALONG AS REO'D METAL DRIP EDGE MEMBRANE ATTACHED WITH SOLVENT BASED ADHESIVE TO METAL CONTINUOUS PVC CLIP Ln RAISED PARAPET TPO FLASHING AND CORNER PATCHES HEAT WELDED TO MEMBRANE 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 RESUB REVISION Aug 01 2023 Aug 01 2023 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT BUILDING PERMIT No. By Revision Date 1 KK 05/30/2023 4TrC o N V;H1TEC T is ^ CHRISTO?HER L STAT€ OF WASµ1NGTON Title DETAILS: ROOF DECK Issue Date 11 /05/21 Scale DETAIL: POST@PARAPATE Scale: 1 1 /2" = 1 ' -0" VARIES Drawing No. A7.2 DOOR SCHEDULE 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 WINDOW SCHEDULE TO D.TYPE QTY WIDTH HEIGHT THICKNESS OPERATION HARDWARE SET COMMENTS LIVING AREA SWING 1 3'-0" 8'-0" 1 3/4" DOUBLE PAIN U FACTOR 0.25 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" NO. WIDTH HEIGHT OPERATION THICKNESS SASH MFR MODEL NO. U VALUE COMMENTS W-01 2'-0" 5'-0" CASMENT W-02 4'-0" 5'-0" FIXED W-03 2'-0" 5'-0" CASMENT W-04 5'-0" 4'-0" SLIDING W-05 5'-0" 4'-0" CASMENT W-06 7'-10" 4'-0" SLIDING W-07 7'-2" 4'-0" SLIDING W-08 3'-0" 4'-0" CASMENT 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 RESUB REVISION Aug 01 2023 Aug 01 2023 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT CONSTRUCTION DOCUMENTS No. By Revision Date 1 KK 05/30/2023 4Tri Lo N ;H1TEC T is ^� CHRISTO?HER L STAT€ OF WASµ1NGTON Title WINDOW & DOOR SCHEDULE & TYPES Issue Date 09/24/21 Scale NA Drawing No. a 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. 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 UNDERA 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 (2.0E) 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: 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. RE i Q Q0 m m N (1O N acx) co O >Q Ln _ ri N UB ANAMION ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD Aug1 2023 85ugll'2023 FRAMING BELOW WITH 16d NAILS @ 16" O.C. STAGGERED OR BOLTED TO CONCRETE WITHg _ 5/8" DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) @ 4'-0" O.C. UNLESS CITY OF El MONDS;;;PITY OF EDMONDS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT- UP POSTS SHALL BE NAILED TO DEVELOPMEN DEPART SERVICES LO�EN ERVICES ENT DMRT�NT EACH OTHER WITH 16d @ 8" O.C. STAGGERED. WHEN NOT OTHERWISE NOTED, PROVIDE a � U GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM O N 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 O E (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK BL 2021-1 +, CO m UNSUPPORTED EDGES), AND TOP AND BOTTOM PLATES WITH 8d NAILS @ 6" O.C. AND TO O 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. V s V '' OF WAS 4s- O .T � ,p 52181 �rsTti JURISDICTION APPROVAL STAMP BELOW PROJECT #: x21-0412 ALLOWABLE SOIL PRESSURE .......................................... 2000 PSF SIZE LENGTH DIAMETER REV DATE: 09/02/21 LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) ..........55 PCF/35 PCF 6d 2" 0.113" COEFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 INCLUDED) ............. 0.3 8d 2-1/2" 0.131" 1d 3" 0.148" RENOVATION 12d 3-1/4" 0.148" REV DATE: 06/03/22 16d BOX 3-1/2" 0.135" 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. SDS 1/4 SIMPSON STRONG TIE V4 LAG SCREW MINIMUM EMBEDMENT OF 2.5 INCHES 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) SW PER PLAN SW PER PLAN A.B. PER SW SCHEDULE ® WALL BOTTOM PLATE NAILING EDGE NAILING PER PER SW SCHEDULE SW SCHEDULE O (DP/T SILL PLATE -TYP EDGE NAILING PER SW FOUNDATION PER PLAN SCHEDULE (D /,.//.//..//,.//..// SLAB TOP OF RETAINED SOIL FLOOR TO FOUNDATION TRUSS OR RAFTER v @ RAFTER 10d @ 6" oc DIAPHRAGM BOUNDARY NAILING CLIPS PER SW SCHEDULE O (4) 10d SHEATHING TO BLOCK FLOOR & JOISTS PER PLAN �— 2X BLKG @ 48"oc w/ (4) 0.131"0 A.B. PER SW SCHEDULE P/T SILL PLATE - TYP FOUNDATION PER PLAN AT CRAWLSPACE AT =R ovv re EDGE NAILING SCI ALTERNATIVE ANCHOF INSTALL STAINLESS STEE FRFP AT SPACINI PER SW SCHEDUL v (2)%" 0 TITEN HD 4" EMBED TI CON( (5) Y4" 0 X 3" SIDS TO SILL PLAT 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 %$"O A.B. @ 48"OC7 SW3 132" 8d @ 3"oc @ 14"oc 16d @ 4"oc %$"O A.B. @ 36 ,OC7 SW2 32" 8d @ 2 ,OC6 @ 10"0c 16d @ 3"oc 5/8"0 A.B. @ 24"OC7 SW1 1?/2" 10d @ 2 ,OC6 @ 8"oc 16d @ 2"oc %$" O A.B. @ 20"oc7 SW44 132" SIDE 8d @ 2 ,OC6 @ 10"0c 16d @ 2"oc %8"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. RE 5. SEE DETAILS 3, 3.1 & 3.2 FOR TYPICAL CONDITIONS AND ASSEMBLIES. Aug 6. 3x stud or (2) 2x at panel edges is required. For (2) 2x, nail together with 16d @ 6" oc staggered. CITY O 7. AT EXISTING FOUNDATION, INSTALL 5/g"0 TITEN HD WITH 5 %2" EMBEDMENT AT CENTER OF STEIWEVELODI WALL. INSTALL WITH 8" MIN DISTANCE TO END OF STEM WALL. A.B. PER SW SCHEDULE PIT SILL PLATE - TYP 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 CD Q Ln Ln a co UB Co N F-%Z'Ij1ON 12023 ugn1r�023 El MONDS IN SERVICES ITY OF EDMONDS LOBQlEN ERVICES tT ENT D�ARTNT Ln VVVVVVv N •cc 0 � m _ 2021-1 r, m° O 2 n Ln V EJt c, AS `7 JURISDICTION APPROVAL STAMP BELOW PROJECT #: x21-0412 REV DATE: 09/02/21 REV DATE: S2 J J J 1 _u O U 0 00 Q a _ i> O rn N O D E Q0 �W - (V (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 E.S. TYP PROVIDE: (3) STUDS @ 4X BEAM (4) STUDS @ 6X BEAM R (5) STUDS @ 7X BEAM OR GIRDER TRUSS Au TYP U.N.O. CONDITIONS SHOWN ARE TYPICAL AT ALL FRAMING SUPPORTS UNLESS NOTED OTHERWISE TYP BEAM HEADER BEARING (8) 16d EVENLY SPACED S 4'-0" MIN @ LAPPED TOP PLATE WHERE TOP PLATE IS BROKEN AT HEADER, PROVIDE #CS18 w/ (11) 8d EACH END BOTH SIDES !"NC UCAMCC) @DROPPED HEADER 16d STAGGERED @ 12" oc TYP FACE NAILS TYP TOP PLATE SPLICE DBL 2X TOP PLATE WHERE TOP PLATE IS BROKEN PROVIDE #CS18 w/ (11) 8d EACH END P^TLJ orn=o or-J�Aii HOLDOWN SCHEDULE FASTENERS ANCHOR NOTES MARK MSTC40 (32) 16d _ _ EQUAL NAILS TO EACH CONNECTED MEMBER MSTC48133 (54)10d _ _ NAILS: (4) BOTTOM, (12) FACE, (38) STUD ST6224 (26)16d _ _ EQUAL NAILS TO EACH CONNECTED MEMBER SB %8x24 8" MIN STEM. 2 %" MIN EDGE DISTANCE HTT5KT (26) SD#10x2 z" %80 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 O TYP STRAP WHERE SPECIFIED* HOLDOWN WHERE SPECIFIED* SHEARWALL PER PLAN STAGGER STAGGER NAILS 10d @ SPACING PER SHEARWALL SHEDULE O AT CORNER AT INTERIOR @BREAK * REFER TO HOLDOWN SCHEDULE AND GENERAL NOTES FOR MINIMUM MEMBER AND ATTACHMENT REQUIREMENTS TYPICAL SHEARWALL INTERSECTIONS SHEATHING PER PLAN COLLECTOR 10d@6"oc DIAPHRAGM BOUNDARY NAILING 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�NTERIOR .co O >Q Ln In SUB 00 N WEVAMON 112023 ugn1r�023 El --N MONDS ITY OF EDMONDS SERVICES LOBQlEN ERVICES RT ENT D2ARTNT Ln VVVVVVV O� N L 2021-1 m° 0) O 2 V V JURISDICTION APPROVAL STAMP BELOW PROJECT #: x21-0412 REV DATE: 09/02/21 REV DATE: 07/26/23 S201 V J J LLJ > Q LU V 0 z z l/•1 LLJ n LL O LLJ 0- 0 w 0- LU Q 0 N CD N STRAP PER PLAN CENTERED BETWEEN BEAM OR COLLE( PER BEAM TO BEAM STRAP SOLID 2X BLK'G 2X6 MIN LOOKOUT @ 24" oc —\ 1 7'-0" MAX F- Z EDGE NAILING Z PER SW H SCHEDULE w O 2 � N o �U Q Q �v i LU Z FULL F HEIGHT SW PER Z STUDS PLAN — U REQUIRED 7 ! P/T TREAT 2) %4"OX 4, I 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 STAIR TREAD SUPPORT AT FACE OF BEAMS (2) ROWS 10d @ 6" oc 2X FLAT BLOCKING AT BRACE LOCATION MANUFACTURED TRUSS TYP BEAM PER PLAN 20.11 WALL IUF YI STRAP TO WALL SEEI SHEARWALLP 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 1.1 END CONDITION CAP MODEL POST CAP, INST WITH MAX FASTENERS PER MANUFACTURE SIDE VIEW @ END CONDITION CL CONVENTIONAL CONNECTOR CONDITION TYPICAL POST TOP CONNECTION SIDE VIEW @ RIM JOIST EXISTING FLOOR SHEARWALL MOISTURE BARRIER BY OTHERS 10d@6"oc DROP FOR DRAINAGE PER ARCH 1 EXISTING JOISTS DECK JOISTS PER PLAN Y4" SIDS STAGGERED @ 8"oc EXISTING FOUNDATION WALL DECK TO WALL CONNECTION (2) Y"0 X 4 Yz" SIDS THROUGH JOIST INTO EACH END OF BLK'G TYP RIM JOIST GUARDRAIL POST ASSEMBLY -TYP 2X BLK'G 2X BLK'G 7 2X BLK'G JOIST TYP GUARDRAIL FASTENERS INSTALLED INTO BLK'G OR JOIST-TYP RIM JOIST v GUARDRAIL POST `SYSTEM BY OTHERS. DESIGN TO RESIST 200LB POINT LOAD AND ADDITIONAL CRITERIA PER ASCE 7-16 4.5.1 @ 4'-0" oc MAX (2)Y"0 X 4 /2" SIDS THROUGH JOIST INTO EACH END OF BLK'G A TYP ANTICIPATED GUARD POST BASEPLATE DIMENSIONS SHOWN. IF MANUFACTURER SPECIFICATIONS DIFFER, CONTACT ENGINEER PRIOR TO CONSTRUCTION TO VERIFY LOADS IMPOSED ON STRUCTURE. W O U O () MW _0 T V i _ > Q >a ry O Cy) � 0 � 0 N --- N LLI LU co .co <o QLn Ln RESUB _ coo N FEN4IION Aug 01 2023 ug�1�023 CITY OF E EVELOPMEN ONDS SERVICES ITY OF EDMONDS LOGOENfIERVICES DEPART ENT DOAAR Ta NT LP1 O00 V N •� BL 2021-1 t m° 0) O : 2 Ln S to VLA U Ek �. JURISDICTION APPROVAL STAMP BELOW 0 0 ROJ ECT #: x21-0412 412" 0 EV DATE: 09/02/21 FASTENERS PER JOIST GUARDRAIL MANUFACTURER. EV DATE: 07/26/23 -BLK'G (4)Y2"0X4y -- A- GUARD POST BASEPLATE PLAN 2X FULL DEPTH BLK'G GUARD POST ATTACHMENT S202 V J J IJ W V 0 z Q P FA LU 0 LL O LU 0- 0 a LU Q SHEATH WALL AS SW6. REFER TO ARCHITECTURAL PLANS FOR FINISH AND DRAINAGE OPENING REQUIREMENTS Ln D O zz PROVIDE LIMITED DRAINAGE _ � O zP: OPENINGS PER ARCH Ow uLU z N p 10d @ 6" oc PANEL EDGE Ln u D cjc� NAILING N zO z L_ =N wa Ln Q � 2X8 FLAT BLOCK Q TRIMMER STUD FOR JOIST BEARING A35 WALL STUD TO SILL PLATE TYP FOUNDATION PER PLAN PRIVACY WALL ATTACHMENT DOUBLE TOP PLATE 10d @ 6" oc 2X8 FLAT BLOCK TO BLOCKING BELOW 10d @ 6" oc FLOOR DIAPHRAGM TO 2X BLOCK 16d @ 6" oc FLOOR SHEATHING A PER PLAN JOIST PER PLAN. INSTALL FLUSH NEXT TO WALL STUD. 2X TIGHT BLOCK EACH JOIST BAY. PENETRATE FOR VENTILATION AS NECESSARY (6) 16d EQUALLY SPACED A EACH STUD TO JOIST 2X8 FLAT BLOC 2X TIGHT BLOCK EACH JOIST BAY. PENETRATE FOR VENTILATION AS NECESSARY A- ELEVATION SHEATH AND NAIL WALL AS SHOWN IN HATCHED AREA PER SW SC'J^^"' 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 SIDE PANEL VARIES. I WINDOW WIDTH SIDE PANEL I� VARIES. SEE SEE ARCH PLAN VARIES. SEE ARCH PLAN ARCH PLAN 16 SHEAR TRANSFER AROUND OPENING N.T.S. FLOOR SHEATHING PARAPET WALL IN FRONT JOIST PER PLAN. INSTALL FLUSH NEXT TO WALL STUD. 2X BLOCKING BETWEEN STUDS PROVIDE DRAINAGE OPENINGS PER ARCH TRIMMER STUD FOR 10d @ 6" oc DIAPHRAGM JOIST BEARING BOUNDARY NAILING A -SECTION @ ATTACHMENT 1yi%11■»Ga»_1►1 4X4 P/T @ 4'-0" oc MAX 10d @ 6" oc DIAPHRAGM BOUNDARY NAILING 16d @ 6" oc 40" MAX HEIGHT SHEATHING PER PLAN JOIST OR BLOCK (4)%4"0 X 8" SDS EQUALLY SPACED EACH STUD TO JOIST PARAPET - JOIST CONNECTION O :R PLAN U O 00 Q a S. p[ O O E �1J p cV —0 IW CV LU T S. H LU 00 ��o Ln a 00 00 N S. H RESUB FEIZISION � Aug 01 2023 ugn1f\�023 CITY OF El MONDS ITY OF EDMONDS 'MEN SERVICES LOGOEN�SERVICES PART ENT nK6aoTiiee KlT a1-n� 0� Oo 0) BL 2021-1r, ca o 2 Ln s u Ln Ln Ln .z U Ek c. RR.. JURISDICTION APPROVAL STAMP BELOW PROJECT #: x21-0412 REV DATE: 09/02/21 1 \I REV DATE: 07/26/23 S203 A.B. PER PLAN 6" MIN (2) #4 CONT 3'-6" MAX #4 13" o (HOR) STD HOOK SEE DETAIL 1 FOR TOP 8" CONNECTION REQUIREMENTS. DIAPHRAGM MUST BE IN PLACE BEFORE BACKFILLING. OTHERWISE PROVIDE TEMPORARY BRACING TOP OF SOIL / • 2" CLEAR @ #4 @ c 18 oc 18" MIN L,5,0, EARIN SOIL (VERT) FOOTING DRAIN BY OTHERS (2) #4 CONT • 3" CLEAR 16" WIDE X 8" DEEP CONT FOOTING AT CRAWLSPACE TYPICAL FOUNDATION WALL N.T.S. 8" (2) #4 CONT 6" MIN #4 @ 12" oc (HOR)-F 18" MIN FOOTING DRAIN BY OTHERS BEARING SOIL STD HOOK CENTER #4 @ 18" oc (VERT) SLAB 8" A.B. PER PLAN I (2) #4 CONT 6" MIN • TOP OF SOIL 3'-6" MAX — r 3" CLEAR • I 20" WIDE X 10" DEEP CONT FOOTING (3) #4 CONT L- SHAPED FOUNDATION WALL . 2" CLEAR #4 @ #4 @ 13" oc 11 18" oc (HOR) (VERT) MIN FOOTING STD HOOK DRAIN BY OTHERS SLAB • (2) #4 CONT 3" CLEAR BEARING } SOIL /x/' 16" WIDE X 8" DEEP CONT FOOTING AT SLAB ON GRADE 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 NTINUE WEL TO N 2" OF TOE (5) #4 CONT 10., •� BEARING SOIL L 3" CLEAR 4'-0" #47 @ 10" oc. EXTEND TO TOE AS SHOWN . EXISTING CONCRETE BASEMENT WALL TOP OF RETAINED SOIL 12" MIN 24" AX 12" IN 24" MAX MAX BY OTHERS 2'-0" I- - #4 @ 10" oc (HOR) NEW FOUNDATION @ EXISTING - MAX CONDITION STRINGER PER PLAN %$" 0 EXPANSION BOLT w/ 4" EMBED INTO CONCRETE PAD AT EACH STRINGER LOACTION 2X P/T BOTTOM PLATE CONCRETE FOOTING PAD-, TOP OF GRADE A35 EACH SIDE OF STRINGER 8" DEEP STAIR BASE CONNECTION O V (V O 00 _ � > Q a O 0-) � O � E Q0 (V L U LU co O Q Ln Ln Q � RES B N WEIZAMON Aug 01 023 ugn1r�023 CITY OF El EVELOPMEN MC, DS SE VICES ITY OF EDMONDS LOBQlEN ERVICES DEPART EN D�ARTNT VVVVVVV Oco N •� BL 2 21-1 ca 0) O @ � _ s Ln V � V JURISDICTION APPROVAL I STAMP BELOW PROJECT #: x21-0412 EV DATE: 09/02/21 �EV DATE: 07/26/23 S204 V J J LU > v N LU 000 U ( dl o Q Q 0 Lf)w o rn LL o N O O Q0 E } N _0 w (NJ LU om O a w Q EXISTING Ln NEW FOUNDATION FOUNDATION W 00 z NEW TERMINATE NEW POST & BASE a FOUNDATION PER PLAN °O REINF PER FOUNDATION REINF AT PLINTH: 8" SQUARE w/ 0-) o nel< PLAN -TYP EXISTING FOUNDATION #3©@ 8"oc Q C) w/ 4" EPDXY EMBED IN Q r--� SIMPSON AT-XP EPDXY POST WITH BASE PER 00 No -TYP 6" MIN PLAN. CENTER ON NEW CONCRETE RE U B F` '� SON cv 12" MAX 2" MIN FOOTING �u � GRADE FOOTING Og� 4„ � } pcgooE ONDS� ITY OF EDMOONDS3 (4) #4 @ w/ 18" DEVELOPMEN SERVICES LOB�EN ERVICES STD HOOK MIN DEPART ENT DnRTNT GRADE VVV� IN FTG 1 a 0 N — MAX'lePER PLAN O O FOOTING REIN PER PLAN BL 2021-1ri co PER PLAN 3" CLR BEARING O SOIL BEARING j / PER PLAN SOIL Ln U i / V n NEW TO EXISTING FOUNDATION 21 22 EXTERIOR POST FOOTING WITH PLINTH ISOLATED FOOTING 23 PHEit aA 4F WA..S 900 STD HOOK INTO INTERSECTING WALL. ALTERNATE EACH BAR ADDITIONAL CORNER BARS TO VERT BARS MATCH HOR. REINF CONTRACTOR TO VERIFY EXISTING FOUNDATION CONFORMSIL TO DIMENSIONS AND CONFIGURATION SHOWN. IF EXISTING FOUNDATION DIFFERS, CONSTRUCT NEW PER DETAIL 20/S3 OR CONTACT ENGINEER. 18 HOR JURISDICTION APPROVAL WALL SECTION I 1 STAMP BELOW 18 VERT 6" TOP OF SOIL TYP CORNER BAR AT WALLS AND STEMS 8" MIN TERMINATE CONT BARS MAX INTO ADJACENT FOOTING 18" MIN WITH 90° STD HOOK TYP 18" CORNER BAR MIN TYP CONT FOOTING 18 PROJECT #: x21-0412 BARS TYP 18 EEA'R REV DATE: 09/02/21 TYP CORNER BAR 16" WIDE x 8" REV DATE: 07/26/23 DEEP MIN AT FOOTINGS FOOTING SPREAD FOOTING 24 TYP REINFORCING @ INTERSECTIONS - FOOTINGS & WALL 25 EXISTING FOOTING VERIFICATI01� FOUNDATION PLAN DO NOT SCALE REFER TO ARCH FOR DIMENSIONS NON-STRUCTURAL CONCRETE CURB PER CONTRACTOR HTT5 NON-STRUCTURAL CONCRETE CURB PER CONTRACTOR TYPICAL / CLEARANCE TO FINISH GRADE BELOW: 18" MIN @ JOISTS AND 12" MIN @ BEAMS HDU8 / I I / I 2'-0"x2'-0"x8" FTG w/ (3) #4 E.W. BOTTOM I I 4X10 (0-1) HTT5 I 2'-0"x2'-0"x8" FTG w/ (3) #4 E.W. BOTTOM L�_j El %a' = l'-0° 0- a V 0 I I I I I I I — HDU81 I I I I I I I I I I I I I l8 I I 3'-6" 8" DEEP FOOTING PA — — w/ #4 @ 8"oc EAC WAY @ BOTTOM ILI ANCE TO FINISH — — 20 ADE BELOW: nG�N2• o@ JOISTS AND N 12" MIN @ BEAMS I I I -- --__J HTT5 / TTEll I I I � 2'-0"x2'-0"x8" FTG w/ (3) #4 E.W. BOTTOM 215 CITY OF E 2 O V N O N 00 a o � � o � E Q0 p N � N Lu co CD Q Ln Ln IB 00 F-%Z'I ION )23 85ug"�l�023 IDS VICES ITY OF EDMONDS LOBOEN ERVICES i aDLRTuNT � VVVVVVV Or, •� No 021-1 co � OLn � 2 Ln V LA V Ek C. I JURISDICTION APPROVAL I STAMP BELOW ROJ ECT #: x21-0412 EV DATE: 09/02/21 EV DATE: 07/26/23 S3 J J J 1 1J Q Plan Notes _U 1. Refer to Architectural drawings for all dimensions. J2. Plan indicates framing at floor level and shear walls below. 3. All stud walls shall be 2x studs @ 16"oc, uno. 7 4. All exterior walls shall be SW6 per shear wall schedule, uno. Q 5. Floor sheathing shall be 23/32" APA rated sheathing (48/24). Attach sheathing with Od nails 7 @ 6"oc to all framed panel edges and 12"oc to all intermediate/field framing. Place Ion direction of plywood perpendicular to joists direction, stagger rows half the long dim sion. _U 6. Roof sheathing shall be 19/32" APA rated sheathing with 32/16 panel index. Attach heathing with 10d nails @ 6"oc to all framed panel edges and 12"oc to all intermediate/field fra ing. 1 Use 4'x8' panels with long direction perpendicular to framing. Stagger rows half the to g dimension. 7. All beams shall be flush framed and all headers dropped, uno. _U 8. Provide Simpson LUS hangers for all 2x joists, typical. Refer to General Structural N es for �- additional connection member information. Y9. Provide solid bearing under all point loads above. Headers over door and window o nings (HDR) shall be (2)2x6 minimum. See Detail 2 for beam and header bearing requireme ts. Nail _U multiple studs together per structural general notes. Q10. Provide H2.5A at each rafter/truss bearing. .n 11. Overframe where required with 2x4 @ 24" oc U.N.O. by truss manufacturer. Post w' 2x4 @ 7 48" oc max. Brace posts over 6'-0" at wide face. 12. Refer to General Structural Notes and typical details for additional requirements. J - HANGER, MIN FOR MEMBER U.N.O. - CONCEALED FLANGE HANGER, MIN FOR MEMBER U.N.O. ® - BEARING WALL PER GENERAL STRUCTURAL NOTES $WX - SHEARWALL WITH DESIGNATION PER SHEARWALL SCHEDULE — — - DIAPHRAGM BOUNDARY — — -DIAPHRAGM PROJECTION FIRST FLOOR WALLS & SECOND FL DO NOT SCALE REFER TO ARCH FOR DIMENSIONS N to H HTT5 $W3 R FRAMING ABOVE Y41 - 1'-011 6 MSTC40 BEAM 2 TO RIM JOIST HTT5 HDR HDR 4X6 WALL TOP PLATE WHERE NECE DECK DEAD LOAD = 20 PSF MAX FI—————————— — — — — I — 16———— — — — — —— I 2 -3 2.3 2,-7„ I I HDU8 y MIN I MIN HDR $W2 4X8 $W2 I I (1-4.1) HDU8 �7 II I II I II I t� II II N I N II I II I II I II I II = I = I I I 6X6 w/ I I I ECCQ @ TOP IRED. SPLICE PER 2.1 BC60 @ BASE _ I 6X6 w/ ECCQ Cd, TOP BC60 @ BASE — — — — — — — — — — — — — — — — — 63/X13%GLB24F- 4 O $W3 o 5.1 ) ^ HTT5 •1FITTS LU J O HWP ITH OFFSET U X F NGE F4X8 4 X 8 (1-10) SW6 I � I I I I I I I I I I I I II 20 II 2 I I I J INSIDE 2X12 TREAD SUPPORT PER e2. HUC WITH SLOPED SEAT TO POST 6X6 w/ X EPCZ @ TOP ABU @ BASE 4X8 @ 16"oc -7101 CITY OF E 2 O V N O 00 Q a Of O O r6 E Q0 p cV —0 � N w a °° co o Q Ln Ln a 00 1B 00 N FEIZAJION )23 ug�1�023 IDS VICES ITY OF EDMONDS LOBOEN ERVICES i aDLRTUNT LnVVVVVVV O� N ° 021-1 m0) O 2 n Ln V Ln V C JURISDICTION APPROVAL STAMP BELOW ROJ ECT #: x21-0412 EV DATE: 09/02/21 EV DATE: 07/26/23 J J > I u J I I I o �LuI I I z i w � I Y I 1 Y � I I I w 'V 0 D a UD Ln kD \REA a) o V NO N 00 0-) .ILA Q Q � � s o Ln E s Qo p (V -0 N Lu W a °° Co M CD >Q � Q � 2 c N B WENZ&ON 01 023 ug"V\k23 CITY OF E NDS ITy OF EDMONDS DEVELOPMEN S RVICES LOB�ENERVICES DEPART E T DEBAR NT Ln u O� N X C L 021-1r, m° � m O � tA VtA tA w Q — 3 z X Lu 4F WA.S x s a JURISDICTION APPROVAL = J STAMP BELOW z KITCHEN X EXIST. NO CHANGE "' W 0 a kD z X w 0 PROJECT #: x21-0412 REV DATE: 09/02/21 REV DATE: 07/26/23 SECOND FLOOR WALLS ROOF FRAMING3 ABOVES 5 DO NOT SCALE REFER TO ARCH FOR DIMENSIONS %4" = V-0"