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APPROVED PLN BLD-RESUB 1-Architectural Plans+2.7.2023_2.59.08_PM+3356843PLUMBING NOTES 1. WATER CLOSETS SHALL BE "ULTRA LOW FLUSH" TYPE AND PROVIDE A MAXIMUM FLUSH VOLUME OF 1.2 GALLONS PER FLUSH. 2 SHOWER HEADS SHALL HAVE A MAXIMUM FLOW RATE OF 2.0 GALLONS PER MINUTE. 3. LAVATORY SINK FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 1.2 GALLONS PER MINUTE. KITCHEN FAUCET SHALL NOT EXCEED 1.5 GPM PER CALGREEN CHECKLIST. 4. NO DISH WASHING MACHINE SHALL BE DIRECTLY CONNECTED TO A DRAINAGE SYSTEM OR FOOD WASTE DISPOSER WITHOUT THE USE OF AN APPROVED AIR GAP FITTING ON THE DISCHARGE SIDE OF THE DISHWASHER. 5. SHOWERS AND TUB -SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE. HANDLE POSITION STOPS SHALL BE PROVIDED ON SUCH VALVES AND SHALL BE ADJUSTED PER MANUFACTURER'S INSTRUCTIONS TO DELIVER A MAXIMUM WATER SETTING OF 120 DEGREES F (49 DEGREES C). THE WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A SUITABLE CONTROL FOR THIS PROVISION. 6. NO UNDERFLOOR CLEANOUT SHALL BE LOCATED MORE THAN 5' FROM AN ACCESS DOOR. 7. ALL PIPING UNDER OR THROUGH WALLS SHALL BE PROTECTED FROM BREAKAGE. 8. ALL PIPING PASSING UNDER OR THROUGH CINDERS OR OTHER CORROSIVE MATERIALS SHALL BE PROTECTED FROM EXTERNAL CORROSION IN AN APPROVED MANNER. 9. NO PIPING SHALL BE DIRECTLY EMBEDDED IN CONCRETE OR MASONRY. 10. PROVIDE APPROVED NON -REMOVABLE BACKFLOW PREVENTION DEVICES ON HOSE BIBBS. 11. FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM AND SUBJECT TO INFREQUENT USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THERE WATER SEALS. 12. NO WATER HEATER WHICH DEPENDS ON THE COMBUSTION OF FUEL FOR HEAT SHALL BE INSTALLED IN ANY ROOM USED OR DESIGNED FOR SLEEPING PURPOSES, BATHROOM, CLOTHES CLOSET OR OTHER CONFINED SPACE OPENING INTO ANY BATHROOM OR BEDROOM. 13. THE WATER HEATER TEMPERATURE/PRESSURE RELIEF VALVE SHALL HAVE ATTACHED A PIPE WHICH WILL RUN OUTSIDE THE BUILDING WITH THE END OF THE PIPE BETWEEN 6" AND 24' ABOVE GRADE AND POINTED DOWN. 14. IN ADDITION TO THE REQUIRED TEMPERATURE/PRESSURE RELIEF VALVE, THE WATER HEATER SHALL HAVE AN APPROVED, LISTED EXPANSION TANK OR OTHER DEVICE DESIGNED FOR INTERMITTENT OPERATION FOR THERMAL EXPANSION CONTROL SHALL BE INSTALLED WHENEVER THE BUILDING SUPPLY PRESSURE IS GREATER THAT THE REQUIRED RELIEF VALVE PRESSURE SETTING OR WHEN ANY DEVICE IS INSTALLED THAT PREVENTS PRESSURE RELIEF THROUGH THE BUILDING SUPPLY. THE TANK OR DEVICE SHALL BE SIZED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. 15. WATER HEATERS SHALL BE ANCHORED OR STRAPPED (1 1/2" x 16 ga. MINIMUM WITH 3/8" x 3" LAGS BOLTS EACH END) TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER AND LOWER ONE-THIRD OF ITS VERTICAL DIMENSIONS. AT THE LOWER POINT, A MINIMUM DISTANCE OF 4" SHALL BE MAINTAINED ABOVE THE CONTROLS. 16. THE LOCATION OF THE GAS SHUT-OFF VALVES FOR FIREPLACE AND BARBECUES SHALL BE WITHIN FOUR FEET OF THE APPLIANCE SERVED AND OUTSIDE THE HEARTH. 17. THE LOCATION OF THE GAS SHUT-OFF VALVES FOR APPLIANCES SHALL BE WITHIN THREE FEET OF THE APPLIANCE SERVED. MECHANICAL NOTES 1. HEATING AND VENTILATION EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM MECHANICAL CODE AND/OR THE LOCAL JURISDICTIONS SPECIFIC REQUIREMENTS. 2. ALL CLOTHES DRYER'S SHALL BE VENTED TO THE OUTSIDE WITH A MINIMUM 4" DUCT EQUIPPED WITH A BACK -DRAFT DAMPER. 3. LAUNDRY VENTS MAY BE NO LONGER THAN 14'-0" INCLUDING TWO 90 DEGREE ELBOWS. 2'-0" SHALL BE SUBTRACTED FROM THIS MAXIMUM DISTANCE FOR EVERY ELBOW IN EXCESS OF TWO. SEE FLOOR PLAN DETAIL. 4. CLOTHES DRYER DUCTS SHALL NOT BE PUT TOGETHER WITH SCREWS OR OTHER FASTENERS THAT EXTEND INTO THE DUCT. 5. GAS FIRED APPLIANCES GENERATING A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS MAY BE INSTALLED IN RESIDENTIAL GARAGES PROVIDED THE SOURCE OF IGNITION AT LEAST 1 W ABOVE THE FLOOR LEVEL. 6. PROVIDE 30" CLEARANCE FROM RANGE TOP TO COMBUSTIBLE MATERIALS. SIDE CLEARANCES SHALL BE AS SPECIFIED BY PERMANENT MARKING ON THE UNIT. 7. NO WARM -AIR FURNACE SHALL BE INSTALLED IN ANY ROOM USED OR DESIGNED FOR SLEEPING PURPOSES, BATHROOM, CLOTHES CLOSET OR OTHER CONFINED SPACE OPENING INTO ANY BATHROOM OR BEDROOM. 8. ALL GAS APPLIANCES SHALL BE VENTED AND FUEL BURNING EQUIPMENT SHALL BE PROVIDED A SUFFICIENT SUPPLY OF COMBUSTION AIR. PROVIDE SEPARATE VENTING WHERE A WATER HEATER AND FURNACE ARE SIDE BY SIDE. 9. FLOOR AND WALL FURNACES MAY NOT BE CLOSER THAN 6 INCHES FROM AN INSIDE ROOM CORNER. 10. PROVIDE A PRIMARY AND SECONDARY CONDENSATE DRAIN FOR EQUIPMENT LOCATED ABOVE A LIVING SPACE. 11. A READILY ACCESSIBLE APPROVED APPLIANCE CONNECTOR VALVE SHALL BE INSTALLED IN THE FUEL PIPING AHEAD OF THE UNION CONNECTION IN ADDITION TO THE BURNER VALVE PROVIDED ON THE APPLIANCE. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ELECTRICAL NOTES 1. THE LOCATION OF WALL OUTLETS MAY VARY FROM THAT SHOWN AS LONG AS THE FOLLOWING GUIDE LINES ARE FOLLOWED. A. IN EVERY HABITABLE ROOM AN ELECTRICAL OUTLET SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN SIX FEET MEASURED HORIZONTALLY. B. ANY WALL OVER TWO FEET SHALL HAVE A RECEPTACLE. C. AT LEAST ONE OUTLET SHALL BE INSTALLED IN COUNTER SPACES 12" OR WIDER IN KITCHENS AND DINING ROOMS SO THAT NO POINT IS MORE THAN TWO FEET MEASURED HORIZONTALLY. D. AT LEAST ONE OUTLET SHALL BE INSTALLED IN EACH ISLAND COUNTER WITH A LONG DIMENSION OF 24" OR GREATER AND A SHORT DIMENSION OF 12" OR GREATER. E. AT LEAST ONE OUTLET SHALL BE INSTALLED IN HALLWAYS TEN FEET OR MORE IN LENGTH. F. AT LEAST ONE OUTLET SHALL BE INSTALLED IN EACH BATHROOM ADJACENT TO THE BASIN HAVING APPROVED GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFCI). G. AT LEAST ONE OUTLET SHALL BE INSTALLED IN THE LAUNDRY AREA. H. AT LEAST ONE OUTLET SHALL BE INSTALLED IN THE FRONT AND BACK OF THE DWELLING HAVING APPROVED GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFCI) AND NOT BE MORE THAN 6'-6" FROM GRADE. I. AT LEAST ONE OUTLET SHALL BE INSTALLED IN THE UNFINISHED BASEMENT HAVING APPROVED GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFCI). 2. PROVIDE ONE OUTLET ON A SEPARATE 20 AMP CIRCUIT IN THE LAUNDRY AREA. 3. PROVIDE TWO OUTLETS ON SEPARATE 20 AMP SMALL APPLIANCE CIRCUITS IN THE KITCHEN. 4. ALL BATHROOM RECEPTACLES SHALL BE SUPPLIED BY A 20 AMP BRANCH CIRCUIT EXCLUSIVE TO BATHROOMS. 5. ALL OUTLETS IN BATHROOMS AND KITCHEN COUNTER TOPS SHALL HAVE APPROVED GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFCI). 6. ALL OUTLETS IN THE GARAGE SHALL HAVE APPROVED GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFCI) AND BE 42" ABOVE THE FLOOR. 7. RANGES AND DRYERS REQUIRE A 4-WIRE GROUNDED RECEPTACLE OUTLET OF WHERE THE CIRCUIT ORIGINATES. 8. ALL EXTERIOR SWITCHES SHALL BE ENCLOSED IN A WEATHERPROOF ENCLOSURE. 9. AT LEAST ONE SWITCH CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN ALL HABITABLE ROOM, BATHROOM, HALLWAYS, STAIRWAYS, BASEMENT, GARAGES AND AT ALL OUTDOOR ENTRANCES. 10. AT LEAST ONE SWITCH CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN THE ATTIC, CRAWL SPACE, UTILITY ROOM OR WHERE EQUIPMENT REQUIRING SERVICE IS LOCATED. LOCATE THE SWITCH NEAR THE POINT OF ENTRY. 11. PROVIDE HIGH EFFICIENCY GENERAL LIGHTING IN KITCHEN AND BATHROOMS. HIGH EFFICIENCY LIGHTING SHALL BE AT LEAST 40 LUMENS PER WATT ON INDIVIDUAL SWITCH CIRCUIT, SHALL BE CONTROLLED BY THE MOST ACCESSIBLE SWITCH LOCATION AND MUST COMPLY WITH ALL STATE ENERGY REGULATIONS. 12. FIXTURES IN CLOTHES CLOSETS SHALL BE SURFACE -MOUNTED OR RECESSED INCANDESCENT OR FLUORESCENT ONLY. PROVIDE 12" MINIMUM CLEARANCE BETWEEN THE FIXTURE AND THE NEAREST POINT OF STORAGE SPACE. NO OPEN INCANDESCENT BULB -TYPE FIXTURES MAY BE USED. 13. ELECTRICAL FIXTURES AND OUTLETS IN AREA OF POOLS, SPAS, HOT TUBS AND HYDROMASSAGE BATHTUBS SHALL COMPLY WITH NEC ARTICLE 680. NO RECEPTACLE OUTLETS OR WALL SWITCHES SHALL BE LOCATED WITHIN 5' FROM THE INSIDE WALLS OF THE SPA OR TUB. ALL RECEPTACLES LOCATED WITHIN 20' OF THE SPA OR TUB SHALL BE GFCI PROTECTED. LIGHTING FIXTURES OVER OR WITHIN 5' OF THE SPA OR TUB SHALL BE A MINIMUM OF 7'-6" ABOVE MAXIMUM WATER LEVEL AND BE GFCI PROTECTED. 14. THE LOCATION OF THE SERVICE PANEL AND METER TO BE FIELD VERIFIED WITH THE LOCAL BUILDING DEPARTMENT AND POWER COMPANY. PROVIDE 200 AMP SERVICE WITH #4 COPPER GROUND WIRE. PERMANENTLY LABEL EACH DISCONNECT. CLEARLY IDENTIFY THE CIRCUIT CONTROLLED BY THE DISCONNECT. 15. ALL SMOKE DETECTORS TO BE 120v PERMANENTLY WIRED with BAKERY BACKUP and BE AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING. LOCATE ON THE CEILING or ON A WALL AT A POINT CENTRALLY LOCATED IN THE AREA GIVING ACCESS TO ROOMS USED FOR SLEEPING. WHERE SLEEPING ROOMS ARE ON AN UPPER LEVEL, THE DETECTOR SHALL BE PLACED AT THE CENTER OF THE CEILING DIRECTLY ABOVE THE STAIRWAY. THE DETECTOR SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. 16. PROVIDE MECHANICALLY OPERATED EXHAUST FANS IN EACH BATHROOM AND LAUNDRY (50 CFM MINIMUM) AND KITCHEN (100 CFM MINIMUM) VENTED DIRECTLY TO OUTSIDE, CAPABLE OF PROVIDING FIVE AIR CHANGES per HOUR. THE POINT OF DISCHARGE SHALL BE AT LEAST 3'-0" FROM ANY OPERABLE WINDOW. ELECTRICAL GROUNDING NOTES 1. CONSULT LOCAL UTILITY AND JURISDICTION FOR ENFORCEMENT OF THE NATIONAL ELECTRICAL CODE FOR SPECIFIC GROUNDING REQUIREMENTS. 2. EACH ABOVEGROUND PORTION OF A GAS PIPING SYSTEM UPSTREAM FROM THE EQUIPMENT SHUTOFF VALVE SHALL BE ELECTRICALLY CONTINUOUS AND BONDED TO THE GROUNDING ELECTRODE SYSTEM. 3. THE INTERIOR METAL WATER PIPING SYSTEM SHALL BE BONDED TO THE SERVICE EQUIPMENT ENCLOSURE, THE GROUNDING CONDUCTOR AT THE SERVICE, THE GROUNDING ELECTRODE, OR TO ONE OR MORE GROUNDING ELECTRODES USED. City Of Edmonds Building Department Work ADU AND SHOP/OFFICE Address 18703 79TH PL W Owner TAYLOR ----------------------------------------� Approved Date 07/05/2023 The separating wall between the ADU and Building Official ,re4-1� �eolfr I dwelling unit shall be an approved UL listed and ' Permit Number BLD2021-1409 tested design in accordance with 2018 IRC-.-.-.-.-.-.-.-.-.-.-.-.-. � R302.3.1. Provide specifications of the listed � I, Interconnected Smoke Alarms Are A Requirement., p I Of This Permit In Accordance With R314.2.2 and tested assembly to building inspector prior ------------------------------------------------- I I i SEPARATE PLUMBING PERMIT i to cover inspection ' ' I � REQUIRED FOR THIS PROJECT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t - - - - - - - - - - - - - - - - - - J ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE . i; APPROVED BY PLANNING Aug 04 2023 ENERGY COMPLIANCE DATA ENERGY FEATURES and DEVICES A. INFILTRATION CONTROL. 1. DOORS and WINDOWS BETWEEN CONDITIONED and UNCONDITIONED SPACES, SUCH AS GARAGES and CLOSETS for CENTRAL FORCED AIR GAS FURNACES (WHICH USE OUTSIDE AIR FOR COMBUSTION) SHALL BE FULL WEATHER STRIPPED. 2. THE FOLLOWING OPENINGS IN THE BUILDING ENVELOPE SHALL BE CAULKED or OTHERWISE SEALED TO LIMIT INFILTRATION: a. EXTERIOR JOINTS AROUND WINDOW and DOOR FRAMES, BETWEEN WALL SOLE PLATES and FLOORS and BETWEEN EXTERIOR WALL PANELS. b. OPENINGS FOR PLUMBING, ELECTRICAL and GAS LINES IN WALLS, CEILINGS and FLOORS. c. OPENINGS IN THE ATTIC FLOOR (SUCH AS WHERE CEILING PANELS MEET INTERIOR and EXTERIOR WALLS and MASONRY FIREPLACES) and d. ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE. 3. MANUFACTURED DOORS and WINDOWS SHALL BE CERTIFIED and LABELED INDICATING THAT THEY MEET THE APPROPRIATE STANDARDS PER THE BUILDING'S HOME STATE. 4. FAN or OTHER EXHAUST SYSTEMS EXHAUSTING AIR FROM THE BUILDING to the OUTSIDE SHALL BE PROVIDED with BACKDRAFT DAMPERS or AUTOMATIC DAMPERS TO PREVENT LEAKAGE. 5. GAS LOG FACTORY -BUILT FIREPLACES ONLY. WOOD BURNING FIREPLACES ARE NOT ALLOWED. B. SPACE CONDITIONING EQUIPMENT. 1. EQUIPMENT SIZE. THE SIZE OF THE HEATING and COOLING EQUIPMENT SHALL BE SUBJECT to the APPROVAL of the LOCAL ENFORCEMENT AGENCY. 2. SETBACK THERMOSTATS. THERMOSTATICALLY CONTROLLED HEATING SYSTEMS SHALL HAVE AN AUTOMATIC THERMOSTAT with A CLOCK MECHANISM WHICH THE BUILDING OCCUPANT CAN MANUALLY PROGRAM TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS FOR AT LEAST TWO (2) PERIODS WITHIN 24 HOURS. 3. TWO STAGE THERMOSTATS. HEAT PUMPS SHALL BE INSTALLED WITH A TWO STAGE ROOM THERMOSTAT WHICH CONTROLS THE SUPPLEMENTARY HEAT ON ITS SECOND STAGE. C. WATER SYSTEMS. 1. STORAGE TYPE WATER HEATERS and STORAGE and BACKUP TANKS FOR SOLAR WATER HEATING SYSTEMS SHALL BE EXTERNALLY WRAPPED with INSULATION HAVING AN INSTALLED THERMAL RESISTANCE OF R-12 or GREATER. 2. PIPING IN UNCONDITIONED SPACE LEADING TO and FROM WATER HEATERS SHALL BE INSULATED with AN INSTALLED THERMAL RESISTANCE OF R-3 OR GREATER FOR THE FIVE (5) FEET OF PIPE CLOSEST to the WATER HEATER or WHATEVER SHORTER LENGTH IS IN UNCONDITIONED SPACE. 3. THE MAXIMUM FLOW OF ALL SHOWER HEADS, LAVATORY FAUCETS and SINK FAUCETS SHALL NOT EXCEED PLUMBING REQUIREMENTS. D. INTERMITTENT IGNITION DEVICES. EXCEPT FOR THOSE DESIGNED TO BURN ONLY LIQUEFIED PETROLEUM GASES, ALL GAS -FIRED FAN TYPE CENTRAL or WALL HEATER, COOKING APPLIANCES and DRYERS SHALL BE EQUIPPED with INTERMITTENT IGNITION DEVICES. SW VICINITY MAP t 841[h Si SW 184th St SW oPerrinville Animal Hospital Q a p Seaview Park Bistro 76 Cafe & Catering Takeout 185th St SVI Ll 0 n Seaview Park Pickleball and Tennis courts 1861h St SW 186th St SW 3 a Q I am St SW a, Do D 190th St SW I 185th Pt SW a The Hook Seafood Broiler 9 Takeout Q Mel and Mia's Takeout • Delivery • 19703 79th Place West 187th PI Sw CD b ro 188th st SW 189th Pt SW 78401 °P All Wound Q perrinviile village Up Yarn Shop K nit shop a QDesigning Images , The Expedition ' Christian Church Q ' `I D c� 91 J&g Honda Acura ? Auto Boutique L-1 L DRAWING NDEX CVR COVER SHEET/ GENERAL NOTES C-1 SITE PLAN A-1 FLOOR PLAN AND DETAILS A-2 ELEVATIONS S-1 FOUNDATION PLAN S-2 NOT USED S-3 ROOF PLAN S-4 BUILDING SECTIONS S-5A STRUCTURAL NOTES S-513 NAILING SCHEDULE S-6A SHEAR WALL PLAN S-613 SHEAR WALL DETAILS E-1.0 ELECTRICAL PLAN E-1.1 ENERGY CREDIT FORMS SINGLE RESIDENCE OWNER - ADDRESS - OWNER'S PHONE - SITE ADDRESS - PARCEL NUMBER - LEGAL DESCRIPTION - KATE AND DAN TAYLOR 18703 79th PI W Edmonds, WA 98026 (425) 681-9611 18703 79th PI W Edmonds, WA 98026 DESIGN CRITERIA ROOF LIVE LOAD 25 PSF ROOF DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 PSF FLOOR DEAD LOAD 10 PSF PARTITION DEAD LOAD 10 PSF DECK LIVE LOAD N/A DECK DEAD LOAD N/A WIND SPEED 110 MPH WIND EXPOSURE B SEISMIC CATEGORY D1 ENGINEER of RECORD FOR STRUCTURE SESSA ENGINEERING SERVICES 418 201 ST PL SW LYNNWOOD, WA. 98036 PHONE No. (425) 681-9611 CONTACT PERSON - VINCE SESSA International Building Code (IBC), 2018 International Residential Code (IRC) 2018 International Mechanical Code (IMC) 2018 Uniform Plumbing Code (UPC) 2018 Washington Electrical Code 2018 Washington State Energy Code (WSEC) 2018 National Fuel Gas Code 2018 International Fire Code (IFC) 2018 As adopted by the Washington State Building Code Council in Chapter 51-52 WAC, as published by the International Code Council, and Snohomish Countys amendments to the codes m Q U w U C/) z z Q 0 a - co 5;z w o f1 0 0 0 w LL 0 U (V O � N N Q CD o w z o w (Dm0!� w co Uj � = Q F7 w O CID 0O 0i�: 2E W U O 0 =>-[]!�Q� Pz-z= �zwzOn LU OOfQof �Q� wFQQQU)>0_ Uwn cnmwow=_� Oof0o0O �00-<U) wof LL. cn=w �Ou)ofLD �~zz Qc»0- 0 C) W U Z_ Q� uJ 0 U) Cn W (/j ~ J a W 5;� a- z O z 0 =0 0LL�wO=wz P-wcnUza-cnU0-a-w RESUB Feb 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M C ���� � O r\� v or C_n� If zz LAIL" a S:z v un�w zz z W zz _R' Q M N 0 N N 0 N 0 W Q 13i z W CO Q ILL. o L U °O U rn J IYrno m I- z z O DO 0 CDO w Q o00 0 J of>_ U r!) = Q U I- 'r- W 0 Cn U PROJECT: ADU / REMODEL SHEET: CVR 5-0" FACE OF STUD B S-4 The separating wall between the ADU and dwelling unit shall be an approved UL listed and tested design in accordance with 2018 IRC R302.3.1. Provide 1 specifications of the listed and tested assembly to I � i building inspector prior to cover inspection A S-4 10'-3" 61 / " 8'-0" 6 i 2� 6040 HS EEW 4010 HS TEMP. II II II II 2X6 PLUMBING WALL W/ SOUND x I - " ATTENUATION BATT HOWE_ J i i _ o Lo 1 DEEP JET 1 II 0 1 NEW BEDROOM NEW BATHROOM 1 TILE CARPET x-L-L-L-L TILE �I co C A-1 rn cfl 2, 6, 1 o ■ -- C9 X _L_ coco ° 1 LLLLL L-L_LLL +: 3-Ox6-8 6-Ox6-8 - V ` ' 1'-0" W/ LOUVERS I, %'2'-2" V.I.F 6" MIN.. FOR VENT 4-Ox6-8TT O 4-Ox6-8 `= - VYNIL -_-_-_-_-_-_--_----_ fS=H=EY&= - -_- - ILL. � SHELVES ` S&P DBL POLE ®S LVES W/p N > 2X6 PLUMBING FLOOR DRAIN WALL W/ SOUND SHUT-OFF VALVE ATTENUATION BATT FOR ADU INSULATED 2x6 WALL 6'-5" 6 1 /2" 0 N APPLY NEW INSULATION, NEW SHEATHING (IF REQUIRED - SEE LATERAL SHEETS), AND NEW GWB AT EXISTING FRAMING 0 NEW SHOP/ EXERCISE POLISHED CONCRETE - SEALED TOP OF NEW SLAB ry EL. 0'-0" � CLG. 8'-0.1/2" Q co 48" SHELVES' x y 3050 DH FACE OF STUD TEMP. 4'-3" 48" SHELVES 42'-6" 22'-0" V.I.F. T-6" 5-6" 5-6" 5-2" 21-011 3'-011 3'-011 3050 DH 3050 DH TEMP. TEMP. 3068 3036 HS - 2X6 PLUMBING \ 'i WALL W/ SOUND > ATTENUATION BATT N z D > A-1 (V NEW KITCHEN/ (V LIVING ROOM o HARDWOOD FLOOR `D TOP OF NEW SLAB EL. 0'-0" ;t CLG. 8'-0.1/2" TYPICAL FACE OF STUD LEGEND/ NOTES: THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE VERIFICATION OF ALL THE EXISTING CONDITIONS. EEW EMERGENCY EGRESS WINDOW TEMP WINDOW WITH TEMPERED GLASS HS HORIZONTAL SLIDER SH SINGLE HUNG DH DOUBLE HUNG NEW INSULATED WALL 0 NEW WALL WITH SOUND ATTENUATION BATT 0 NEW WALL 0 0 EXISTING WALL C:)---- - -- i_ DW---------�-_ I M CGASS:TOV:EWITH MW ABOVE (100 CFM) L-_I-- A I I o I I - 1 1 B i --I-'- - EXISTING DECK ABOVE; A 11 i i o SUPPORTS ARE NOT SHOWN 1 -'-1- - 1 1 ELECT SUB - -0 o PANEL 100 AM o � APPLY NEW INSULATION, NEW SHEATHING (IF REQUIRED - SEE LATERAL SHEETS), o AND NEW GWB AT EXISTING FRAMING = li NEW 3-Ox6-8 EXISTING WALL (:I > 90 MINUTES FIRE RATED SC DOOR CV TO EXIST. FRAMING A S-4 APPLY 5/8" TYPE-X GWB AT WALLS &CEILING (E) J � EXISTING GARAGE 0 TOP OF EXISTING X SLAB EL. () 0'-1" w Z NEW 3-Ox6-8 (MODIFY EXISTING OPENING) 90 MINUTES FIRE 0 RATED SC DOOR. 96" EXISTING DOOR 3050 DH TEMP. FACE OF STUD 4'-3" 20'-0" I B NEW HOUSE EXISTING HOUSE S-4 FLOOR PLAN - ADU AND EXERCISE/ SHOP SCALE: 1 /4" = V-0" 96" EXISTING DOOR EXISTING FLOOR OVERHANG 1 I o cli REF. o I _ I o I � I z a? LL 0- `�' > EXISTING 3020 HS 44'-0" V.I.F. F CLOSET I 2068 WATER SHUT OFF FOR MAIN HOUSE J I I i i i i 1 i 1 EXISTING BASEMENT (DAYLIGHT) EXISTING DOOR FURNACE FOR MAIN HOUSE ro w 0 M w W ZD O w z w U) O 2 c� z H W X w W O O O m J U) "cam 0 00 8'-1 1 /2" 1 1 /2' 2'-0" T-0" 2'-0" 1' PAINT FINISHED END PANEL TILE BACK 00 SPLASH FINISHED END C*� PANEL ch LAZY Sl KITCHEN ELEVATION A SCALE'. 114" =1'-0" SCRIBE TO CEILING v7 U) o LL `'' > o w J O U ao Iz ¢ J (V " M o co 16'-9" 1'-0 3'-0" 3'-0" 2'-0" 3'-0" 2'-0" 2'-9" _ I N13 ���� P-M 0011 ---------- EEI1l1 3'-0" 1'-0" 3'-0" 2'-0" 3'-0" 2'-0" 2'-9" KITCHEN ELEVATION B SCALE: 1 /4" =1'-0" BATHROOM ELEVATION C SCALE: 1 /4" = V-0" —100 CFM VENT FAN — 24" DEEP CABINET SCRIBE TO CEILING SCRIBE TO WALL — FINISHED END PANELS AT REF. — TILE BACK SPLASH LIGHTING FIXTURES MIRROR BACK SPLASH TO MATCH VANITY COUNTERTOP U) U) 4'-0" 4'-2" V.I.F. 4'-0" 12" DEEP OPEN SHELVES TWO SIDES U_ > � w o H J U TV - ch m J o cn I_ F_ � 3,-0„ _ N I - CD 00 BASE 15" DEEP BASE CABINET LIVING ELEVATION D SCALE: 1 /4" = 1'-0" m< U w U U Z o a > o Z w O mi 0 w w O U M N O H N N_ 0 o o w z m w Cf) Of ¢ ~ w O yu LU 0 0 DO 2 0 z U 0 0 =w z ¢ J �z= �zU, wwcnLLi ¢���U> Ow ����ozLLU C:1 ¢ U) � cn O Z J O < 0� Uj U ~ W O Uj co o J¢ w U o O SO z O O z =0 0LL0wOofwz I— LL Cn U z a cn U a a w RESUB Feb 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C" �Q�� N N a� O p �S v 0 (D v z� ZcctAW Zz LAv `J z Q LA r-zz LZ M CV O CV CV O N O w w z W co NO ¢ 0 J w CO U M J o m o�z J CO O Z DO 2-7Y w O J U U) U W 0 U) U PROJECT: ADU/REMODEL SHEET: A-1 BOTTOM OF NEW TRUSS EL. (+) 8'-0.1/2" 3 ROOF VENTS (12"x12") ON THIS ELEVATION EXISTING WINDOW NEW FLASHING — -GUTTER — 1 t, 040. �_ 040 TEM 1n 0 TEM EXISTING INDOW 00 _.._.._........ ...... _.._.._.._ 0 TOP OF NEW GARAGE SLAB EL. (-) 0'-1" _.._........ ...... _.._.._.._........ ...... _.._.._.._.._.._.._.._.._.._.._.._........ _.._.._.._.._.._........ _.._.._.._.._.._.._.. `� DOWN SPOUT TO DRAIN PIPE — — — — — — — — — — — — — — — — — — — — — — — — — -1 L--------------------------- NEW HOUSE EXISTING HOUSE FRONT ELEVATION_ SCALE: 1 /4" = 1'-0" EXISTING ROOF EXISTING WINDOW r-- EXISTING WINDOW EE11 �II�011' IIC EXISTING WINDOW , CD 13068 I I I I 3050 3050 I I TEMP. TEMP. EXIST. WINDOW I Ir I I 6 ROOF VENTS (12"x12") ON THIS ELEVATION NEW ROOF 11 6040 EEW — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — INDICATES NEW 48" WIDE SIDEWALK L----------------------------------------------------------I REAR ELEVATION SCALE: 1 /4" = 1'-0" ILL. N BOTTOM OF NEW TRUSS EL. (+) 8'-0.1/2" ...... TOP OF NEW WINDOWS GUTTER AND DOWN SPOUT TO SPLASH BLOCK OR SIDEWALK EXISTING DOOR/ SIDELIGHTS/ TRANSOM , , , , L Lu ED TOP OF NEW SLAB EL. 0'-0" ...... ...... _.._.._.._........ _ CV 0 0o GUTTE DOWN TO SP BLOCS SIDEV EXI; NEW ROOF GUT DOV TO BLO SIDE EXISTING ROOF --\ rvioTinin nnnr L— — ——j I i NEW HOUSE EXISTING HOUSE IT RIGHT ELEVATION_ SCALE: 1 /4" =1'-0" I I L i i i EXISTING HOUSE NEW HOUSE I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I`-✓ V-lI "V 1`1 TV Y ­—=­ V " VlILI\- - - - - -j LEFT ELEVATION SCALE: 1 /4" =1'-0" I of W-48 S � ,0, 2017,; V�/ BOTTOM OF NEW TRUSS EL. (+) 8'-0.1/2" TOP OF NEW WINDOWS EAVE VENTS TYPICAL GUTTER AND DOWN SPOUT TO zo SPLASH BLOCK OR SIDEWALK OP OF NEW GARAGE SLAB EL. (-) 0'-1" ._.._.._.._.._.._.._.._.._........ _.._.._.._.._ -21 co mco U LJJ U U) z Z Q O a 0 z wOf O mi 0 w LL. O U M N 0 uj H N N_ o Lu Luz Luw ZD ¢ ~ Lu I.-- = w w Lu Lu � O ono =�z >-Of¢J I—z= zwzOco w0E-�wwofQEcnLu ElfI— JQ�¢¢�5-NU U ¢0�¢cn>-O (Dof =w=ooOw ZF-2 <Ww�f3r-cn �z0 =ILL. U�L`c� O z J O p U ~ � O ED ED L J¢ LLI U 0 O Cn Z U z O = p z O w af w O� w z I—LL co0zacn0aaw RESUB Feb 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C" �r f� l< N �(ziv O �J v zL /"I W v ZcctA v V z a LA M CV O CV CV O N O Lu 6i Q U) w z W co �0 ¢ 0 J wco U rn J O Z J coO Lu cow z Y O J U U) U v--- LU 0 U) U PROJECT: ADU / REMODEL SHEET: A-2 WR i i I I i NEW EXISTING HOUSE HOUSE ELECTRICAL PLAN SCALE: 1 /4" - 1 '- 0" ADU r---------------------------------------- j EXHAUST FANS ARE REQUIRED TO BE j DIRECTLY DUCTED TO THE OUTSIDE j IRC M1505.4.1.2 ---------------------------------------J WR WP I i i i I i EXISTING BASEMENT (DAYLIGH WHOLE HOUSE FAN: AIR EXHUST NEW TRUSSES; SEE SHOP DRAWINGS R-49 BATT INSULATION WHOLE HOUSE FAN (150 CFM) HALLWAY WHOLE HOUSE FAN DETAIL SCALE: 1 /2" = 1'-0" ELECTRICAL NOTES 1. KITCHEN COUNTER RECEPTACLES above each counter space 12 inches or wider, not more than 4 feet o.c. and within 24 inches of the end of the counter space. (CEC 210.52) 2. All 15— and 20—ampere, 125— and 250—volt receptacles installed in wet or damp locations shall be listed weather —resistant (CEC 406.9) 3. ARC —FAULT CIRCUIT INTERRUPTER (AFCI) protection is required for all 120— volt 15— and 20—amp circuits supplying outlets and devices in dwelling units unless exempt pursuant to CEC 210.12 (i.e. bathrooms). 4. RECEPTACLES on 120— volt 15— and 20—amp circuits shall be listed TAMPER —RESISTANT except when located more than 76 inches above the floor or within casework, or when part of a luminaire or appliance (CEC 406.12). 5. All installed luminaires shall be HIGHEFFlCACY in accordance with CA Energy Code Table 150.0—A. Low efficacy lighting is not allowed. (Energy 150.0(k)1.A.) 6. Newly installed RECESSED DOWNLIGHT LUMINAIRES shall not contain screw based sockets. (Energy 150.0(k)1.C) 7. SCREW BASED LUMINAIRES shall have lamps installed marked with 'JA8-2016"or 'JA8-2016—E". All screw based luminaires shall be controlled by dimmers or vacancy sensors. (Energy 150.0(k)1.G & 150.0(k)2.K) 8. LIGHT FIXTURES INSTALLED IN WET LOCATIONS (subject to saturation) or damp locations (not subject to saturation but exposed to moderate moisture) shall be listed and marked for use in its intended location (CEC 410.10). 9. CARBON MONOXIDE ALARMS shall be installed where fuel —burning appliances are installed and in dwelling units that have attached garages in new residential construction or additions, alterations or repairs to residential buildings where the value of the work exceeds $1,000. Carbon monoxide alarms shall receive their primary power from the building wiring, shall have a battery backup and shall be interconnected with all other carbon monoxide alarms in the individual unit, except in existing areas of buildings undergoing alterations or repairs that cant be installed without the removal of interior finishes. Show and specify required carbon monoxide alarms in the following locations (R315)> ❑ Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s). ❑ On every level of a dwelling unit including basements. ❑ In any bedroom where a fuel burning appliance is located within the bedroom or its attached bathroom 10. EXHAUST FANS are switched separately from lighting. (Energy 150.0(k)2.B) 11. Electrical SUBPANELS, incandescent fixtures with open or partially enclosed lamps and pendant fixtures or lampholders are not allowed in clothes closets. Electrical overcurrent protection is not allowed in bathrooms or over steps. (CEC 240.24) Maintain a clearance of 36 inches in front of electrical panels and disconnect switches. (CEC 110.26) 12. All bath fan/light fixtures have seperate switches. 13. Vacancy Sensor/Motion Detector in both/loundryrooms to be Lutron Maestro MSCL—OP153M or simular. 14. Vacancy Sensor/Motion Detector in garage to be Lutron Maestro MS—OPS2 or simular. 15. All OUTDOOR LIGHTING has to be high efficacy and be controlled by a Motion sensor & a Photocell controll, astronomical time clock or EMCS, plus a manual On/Off switch that does not override the automatic controls. (Energy 150.0(k)3.A) ELECTRICAL NOTES OWNER/CONTRACTOR WALL SCON SES, LIGHTS AND OUTLET LOCATION TO BE DETERMINED BETWEEN OWNER AND CONTRACTOR BEFORE ELECTRICAL WORK BEGINS. EXISTING HOUSE HAS CO CARBON MONOXIDE DETECTOR PER CODE LEGEND RECESSED LED RECESSED DIRECTIONAL LED FIXTURE WALL MOUNTED LED SURFACE MOUNTED LED SURFACE MOUNTED LED ® RECESSED EXHAUST FAN VENTED TO THE EXTERIOR CASABLANCA" TYPE CEILING FAN @'-- DUPLEX OUTLET GFI OUTLET CEILING MOUNTED DUPLEX OUTLET 220V OUTLET FLUSH FLOOR MOUNTED ❑® OUTLET (VERIFY LOC.) TELEPHONE OUTLET 4 DATA OUTLET ❑T TELEVISION OUTLET SPEAKER LOCATION 110 VOLT SMOKE DETECTOR (SEE "GENERAL NOTES" FOR OTHER SPEC'S) CARBON MONOXIDE DETECTOR FAN ONLY ® FAN/LIGHT S LIGHT SWITCH Sa 3 WAY LIGHT SWITCH RA RETURN AIR IN CEILING VS INDICATES DEVICE CONTROLLED BY VACANCY SENSOR & MOTION SENSOR MS INDICATES DEVICE CONTROLLED BY MOTION SENSOR & PHOTOCELL (Energy 150.0(k)3.A) WR INDICATES DEVICE TO BE WEATHER -RESISTANT (CEC 406.9) R314.5 Interconnection. (Smoke and carbon monoxide detectors) Where more then one smoke alarm is required to be installed within an individual dwelling unit in accordance with section R314.3, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individua unit. Physical interconnection of smoke alarms shall not be required where listened wireless alarms are installed and all alarms sound upon activation of one alarm. OI 74 '� CIDQ Y U LL.I U U z Q O a U) z w of 0 0 w IL 0 F_ U co (N 0 LU N N C o w z o w z milf w Q ~ w o = m 00 LU 2E 0 0 w z U I—z= zwzOcn <a = QZO< <= Q Q Of w FUc> �n�O_� �=wOf==oOOOI__ 2EEQ:<W n Z00= _)CQ�wC7 QOcn�00 J��zz U � 0 p w U z Q� L.L.i 0 cn w cn ~ I Q w> LU 0 Z O Z O 0O = z O w Of w O� w= PL.L_U)c) 0- nUala- w RESUB Feb 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Lrs cr.-, I< N-� zz �1r W W � ZZ Z� v L/1 a '^ VIts a LA Lil N 0 N N O N O w L.LI a � U) z w W c9 Q o I ILL o w 00 J m r-_z co O Z m z o w O w Q 000 o U J Of>_ U Cn UJ = Q H W o Cn U PROJECT: ADU / REMODEL SHEET: E-1.0 aylor ADU 18703 79thJPlace W,�Edmo�ds WA 9802� These requirements apply t aIIDIR Ildi e I`ngs an mu -- -- — 01� fin- ---- — - !rgy o esfden col )r All Climate Zonet lWWas ington �� ncluding detached on�a�two-fam�ry� 'ni wellings oumq� • i i I ami prof w use re u remen of the Prescripth Path I In D o�rat t to nimun�� iraluelist d° a t structure the a ro riat umb add I nd � 'chote�y t e permit app cant QGovide rma on from a follovving� b s absJll it drawings: Table R402.1- Insu o n strati es�*irem=e= fs by Compone Table R I uel�o alization did 406.3 - En I -FF All mi at�Qnes Ta !n���R-Value U-iFactor tio` L� WtoOL -� I Skyli I=tV=Wcir,k h ra on GC b'` n/aCe` . 26 TIJene �- 49 Wood Fran e'Rall 9-h 21 int ., 5 - Floo _ 1,15 int + TB — io GradepW 114 - 0.2ft - lue m ors a tNGC1KM When insulatDAl's installed id a cavity that is lessl a he a c ness h I ressed R-value of the insulation from Appendk a .4 shall n Rb fl in the tab) bql*e- fenestra on fa ordc lu Irk i hts. " 0/15/ + TB" me R°3 i i lation on Life exterior of the wall, or R-15 co on of the wal . R 2 i lation plus a thermal break between the sla n Et r of the baseme9QPXM21 +STq��`s�Vall be permitted tabe met n rordttie base�n�orII S ' eans R• I b n 0'C6*Ihu_ojjj iil�tioWieredir oor b nd basement wal . ndef eated sla n gra a oors. �2 Z,9-A d rsinl d-vauhed it n s, the insulation may bdlIi it ©epmend t at 7.E5�CoM oi�o l&uladorfinstalled enor wa I I. gqolrtd erllmeterF n existing slab is de_e_lent to theX [ i I ti e p st n complying with Section aam pl ti �s used; it s meet t uirements o t erma ers rotecti—nirfoarn2lastics- F r to trueture de to I Standard 116Q ll 41WWt the requiremen fo ftiione so Ice I intermediat i g g u a n as escri edin Section A10 2 including s anda min 1 nc e o nval cav ed a�headers insulated with a mininr�ytin-of R-10' ii su at ;"Wiptive Path -Single Family kona"Emwoo" 0 I u os ng Sate nCod, es entfo Prescript' Enemy Code mpliance f6�°AII Ch t _ i>r� ashington Single Fanift - Nev & A ions e � gounit 1W.—gresidential bu"pef mply wit _ i I 6 norma ization.credi4trid�Table 406. redits�� c t e followin nomuom�umber _, � �claret t credit; the beindrawrn ,pall speS;lfy the option leded�and� iimvrrr it leaky h the gb�al' "ling ventilation syste nd itsIrcontrol� lomperation L Small Dwelll ' Unit. 3 credits Dwell inun a than 1,500 sf in cond oned floor # ea with les � of,, enestration area. Addition sex Inge uildip&that arggreater than-500sf of het floor ar Wut°I se s than 1,500 sf. Medium If Unk: credits All dwelling gun Atha ar�g o included h#ibr 3. �Larga Dowelling Unk= Fits DW_ellrng units xcee 11 00`t o and tuned 4. Additions less et:1.5 cred LAII other add ki s alUm -3-3, a n red th I viewthe details -in Table 406.3 (Single Family), on page 4. I *ft iptive Path - Single Family 2018 Washington State Energy Code-R 1P 2018 Wastiingron Store nergy Code�rResidential Prescriptive Energy Code Co pllan fo► All Climate Zones in Washington - - Singh FAmify - NOW A Add" t 6*tiary 1, 2021) - �� �Crgdb. select ONE 'S Energy l - Ene dit�scriptlans (cont.) o option from j Options i Cate O d J 5. ent Water eat n ° ,3 ❑ Efficient Water Heating ,5 pa�� Efficient Wa- e� e n 0[� E t Water Hea [] 1 Efficient Wfite-f Heabn i Efficient Water Heating_Q o ®p en wabi-,Electric,Ene_ (3 credits maxj F—m— . JAn alternative heating Source sized at max um of 0.5 W/� � � �d floor area or 500 W, Whichever is bigger, may be installed ir! ti &D ling unit.j ted in Table C403.3.2(4) or 3 3.2(5) qu [li ed in Table C403.3.2(i) or C4-O 3.2(2) Lt . You aannO erect mare than one option from any cam BE aftgonv S.QPtion ai rr>Iay be combined with options ugh 5.6. See Table 406.3. Z 1.0 credit f r eac j,200 kWh of electrical generation provided ;nnuII 0Acre-difsma�x. thefable R406.2 for all requirements and olotion+tic ' f. tfWthe single radiobafton in the upper right of -the second column to dot raditha""u z pleaserrt only pages 4 #hrough 3 of this worksheet for submission to your building officiai. or Building Is Only G 3 b r mco U w U U z a o a L w Z inOf 0 mi 0 w LL 0 U co CD 0 LU CV co Q(V 0 0 LUw zm�L =a~ LU w w LLi LU Do0 w z 0 U O 0 =� z Q J P- �ZwzOcn LU LU US Of C/) LU Q U�< cn�mwow=o0Ow Z�2lQcnwof CO � �ZDOZU_dco _ Z a O � J O U ~ o W zo LU J Q w 0 0 0 LU a c�zo _00zo1- Of wz I— U_ 0= a cn 0 a a w RESUB Feb 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C, ��Lr,rn �� C a� �"4� �J O v z� W v Zcc v z W r_;5' a W M N O N CV O N O W L]j Q � w z W co ¢ J O W M U � J CO OL- O 0° m O�z J M O Z O z J w Y U U) J Q Qo C) U H v--- W Or >_ C) U) LU Q U PROJECT: ADU / REMODEL SHEET: E-1 .1 FOUNDATION NOTES: FLOOR ASSEMBLY: . 4" SOG W/ #3 @ 12" O.C. EACH WAY • 10 MIL VAPOR BARRIER • 2" R-10 RIGID INSULATION • 3" (1/2"-3/4") CLEAN CRUSHED ROCK OR SAND THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE VERIFICATION OF ALL THE EXISTING CONDITIONS. j R-10 RIGID 2" INSULATION > AT STEM WALL AND UNDER SLAB 24" FROM EDGE _ w w 0 ----------- 0 r� B A !--S--EE--S--H-E—E-T--S--4 DETAILS citf LL af S-4 S-4 A AND B FOR EXTENT OF �R10 ____ _UNDER SLAB ____�Co 42'-6" 1/2" THERMAL BREAK mMl ��I�� ow 4.0.1, us I M l WALL PER PLANS 3x6 P.T. SILL W/ SILL SEAL SEALER GRADE SLOPE AWAY - DAMPROOFING - 6" THICK CONCRETE WALL- #4 @ 10" O.C. HORIZONTAL #4 @ 24" O.C. VERTICAL 4" PERIMETER DRAIN IN FILTER FABRIC WRAPPED GRAVEL BED. 16" 16"X8" FTG- (3) #4 LONGITUDINAL #4 @ 48" O.C. TRANSVERSE .,,SLAB ON GRADE AT PERIMETER Scale: 1" = 1'-0" FLOOR ASSEMBLY: • 4" SOG W/ #3 @ 12" O.C. EACH WAY . 10 MIL VAPOR BARRIER • 2" R-10 RIGID INSULATION • 3" (1/2"-3/4") CLEAN CRUSHED ROCK OR SAND 3x6 PT SILL 2" RIGID O w w z_ 0 80 0 w 50 8" STEM FNDN WALL 2x6 WALL PER PLANS 51/2" 3x6 P.T. SILL W/ SILL SEAL SEALER 48" PATIO SLAB W/ #3 @ 12" O.C. EACH WAY SLOPE FOR DRAINAGE a DAMP PROOFING COMPACTED CRUSHED ROCK (1/2"-3/4") OR SAND 8" THICK CONCRETE WALL- #4 @ 10" O.C. HORIZONTAL #4 @ 24" O.C. VERTICAL jeoU � 4" PERIMETER DRAIN IN FILTER FABRIC WRAPPED GRAVEL BED. 16" 16"X8" FTG- (3) #4 LONGITUDINAL #4 @ 48" O.C. TRANSVERSE SLAB ON GRADE AT SIDEWALK 2 Scale: 1" = 1'-0" FLOOR ASSEMBLY: • 4" SOG W/ #3 @ 12" O.C. EACH WAY . 10 MIL VAPOR BARRIER • 2" R-10 RIGID INSULATION • 3" (1/2"-3/4") CLEAN CRUSHED ROCK OR SAND d STUD WALL PER PLAN — SIMPSON ANCHOR BOLTS FOOTING MUST BEAR ON ' UNDISTURBED SOIL 16" (2)#4 REBAR CONTINUOUS W/ MIN. 3" CONC. COVER TOP & BOTTOM INTERIOR SHEARWALL FOOTING DETAIL 3 Scale: 1" = 1'-0" • I 2" R-10 RIGID INSULATION 10 MIL. VAPOR BARRIER FLOOR ASSEMBLY: • 4" SOG W/ #3 @ 12" O.C. EACH WAY . 10 MIL VAPOR BARRIER • 2" R-10 RIGID INSULATION • 3" (1/2"-3/4") CLEAN CRUSHED ROCK OR SAND 8" WALL PER PLANS 3x6 P.T. SILL W/ SILL SEAL SEALER a 48" PATIO SLAB W/ #3 @ 12" O.C. EACH WAY o SLOPE FOR DRAINAGE oI �� • J`04 k -• • DAMP PROOFING COMPACTED CRUSHED ROCK (1/2"-3/4") OR SAND 8" THICK CONCRETE WALL- #4 @ 10" O.C. HORIZONTAL #4 @ 24" O.C. VERTICAL 4" PERIMETER DRAIN IN FILTER FABRIC WRAPPED GRAVEL BED. 16" 16"X8" FTG- (3) #4 LONGITUDINAL #4 @ 48" O.C. TRANSVERSE FOUNDATION AT FRONT SIDEWALK 4 Scale: 1" = 1'-0" m Q Y U w U Cnz Q o � �o > z w of O 0 w u- O M (V 0 uj N Co Q 0 0 w z o w z COj�f w Lu Q ~ w o = m �p 0 0 w z U O O =C-Z��Q� I—z= zwZOcn uj <�Q Lu O <[—< nUC> -CUw nC=�MLUj OZ��EEZ<:ww OOcwn ��=OZ-0Ocn�0�Q7 J��zz U Z a- O 0p w C-) < u cf) C/) w U�) ULU w IQof wO z u d > aOz O(2w�z= pzO wOw Pu- nu a-wua- a- w RESUB Feb 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M CnCoLcr.-, �Qrn� V O Q zz r1 z W v W S Z� v Q) a� a� M N 0 N N O N O w ui a � z W c9 �o Q oLL UJ CO U rn J a_ r-_ Z 0 ch 0 Z Co z o w O U J U U) H IT- W 0 C) U PROJECT: ADU / REMODEL SHEET: S-1 No" C/)00 Oda � 874 �E' 1� 'Z No 44'-6" _ 1 W o o m CLIENT: TAYLOR 18703 79th PLACE WEST E EDMONDS, WA 98026 418 201st Place SW Lynnwood, WA 98036 Phone: (425� 967 5522 SSACell (425� 68�-96�� ISE�' ENGINEERING SERVICES, LLC m -n D o rn A Z m00 Cl) z m o ry A o THESE DRAWINGS ARE TO BE USED FOR THE CONSTRUCTION OF A SINGLE CUSTOM BUILT HOME. THEY CONTAIN PROPRIETARY INFORMATION AND ARE THE PROPERTY OF SESSA ENGINEERING SERVICE, LLC. THEY ARE NOT TO BE PIED OR SED PUORPOSE WI�THOUTOPRIOR WRITTEN PERMISSION FROM SESSA ENGINEERING SERVICE, LLC. DATE REVISIONS BY 01/23/2023 CITY OF EDMONDS PLAN CHECK VAS DRAWN BY: SYL DATE: 02.02.2023 CHECKED BY: VAS FILE NAME: Engineering, Design and Construction Consulting (V 0 00 0 00 BOTTOM OF NEW TRUSS EL. I TOP OF NEW SLAB EL. 0'-0" BOTTOM OF NEW TRUSS EL. (+) 8'-0.1/2" 2x6 WALL WITH R-21 BATT INSULATION 1 INDICATES NEW 48"W SIDEWALK 1 1 TOP OF NEW SLAB EL. 0'-0" _.._..-..-.._.._.._.._.._.._..-..-.._.._.._.._.._.._..-..-.._..-.._ I � I � I 2" R-10 RIGID INSULATION 8" BEAR BELOW FROST LINE 1'-4" NOTE: ALL EXISTING DIMENSIONS TO BE VERIFIED IN FIELD 1/2" CDX PLYWOOD 12 2.5 NEW BEDROOM EXISTING ROOF R-49 BATT INSULATION boco LOOR 0 F- SLAB FOUNDATION NEW TRUSSES; SEE SHOP DRAWINGS VENT NOTES: 1. PROVIDE VENT HOLES IN EAVE BLOCKING. 2. ROOF VENTS ARE 12x12 TYPICAL OF 9 EACH. NEW SHOP/EXERCIZE 1,4 0v WA oio- 201. T:y 4%lsT 12 -1 2.5 r-+-; NEW S.O.G.4" 2" R-10 RIGID 10 ML. VAPOR BARRIER INSULATION 2" R-10 RIGID INSULATION %"THERMAL BREAK 3"CRUSHED STONE %"THERMAL BREAK i 11 811 — =1 11=1 I I � I I I I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11= 11=1 11=1 11=1 11=1 I I, ;, I I 1--III 1=1 11=1 III— III —III 11=1' z I ; Ilillll 2" R-10 RIGID co 00\ BUILDING SECTION 00INSULATION B SCALE: 1 /2" = 1'-0" 0 m Q Y U Lu 2 U U Z Z Q o a > Lup o 2:Of 0 Lu LL O U c� C'4 0 Lu H (V cy) (V Q � � O W Z Lu W Z ma� W Lu H H W Lu W cowp � w Z 0 0 3 U O O =C7Z�W< o w WOv)Lu Lu Q U¢ Q N O N U) ED LuZcwHop�O W FLL-UO O Ls LuUpLu Lu LoLl Lu Lu QWo W- � > a� Z Lu 0- z Oof zpzO w w O w ALL-W0E:mw0 L aw RESUB Feb 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �cc.)�� O 0 ZZ i o LAzW W� zz v LA(DZCc v rzz a LA a� W M N O N N O N O Lj w z W O O w 00 rn �co z m m J o U c/) LuQ 00 0 U W of>- o U) Lu = Q U PROJECT: ADU / REMODEL SHEET: S-4 �,per 2Q1i4)�4 FASTENERS FOR PRESERVATIVE -TREATED WOOD shall be of hot dipped zinc -coated galvanized steel, stainless steel, silicon bronze or copper (R317.3.1 (See exceptions)). CONTRACTOR NOTE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATIONS OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. STRUCTURAL NOTES A. ROOF CONSTRUCTION 1. ALL ROOFING MATERIALS SHALL BE INSTALLED PER THE MANUFACTURER'S REQUIREMENTS AND IN ACCORDANCE WITH THE UNIFORM BUILDING CODE AND/OR THE LOCAL JURISDICTIONS SPECIFIC REQUIREMENTS. 2. WHERE ROOF DRAINS ARE REQUIRED, OVERFLOW DRAINS HAVING THE SAME SIZE AS THE ROOF DRAIN SHALL BE INSTALLED WITH THE INLET FLOW LINE LOCATED 2" ABOVE THE LOW POINT OF THE ROOF, OR SCUPPERS HAVING THREE TIMES THE SIZE OF THE ROOF DRAIN MAY BE INSTALLED IN ADJACENT PARAPET WALLS WITH THE INLET FLOW LINE 2" ABOVE THE LOW POINT OF THE ROOF AND HAVING A MINIMUM OPENING HEIGHT OF 4". OVERFLOW DRAINS SHALL BE CONNECTED TO DRAIN LINES INDEPENDENT FROM THE ROOF DRAIN LINES. 3. PROVIDE AN ATTIC ACCESS OF 22" BY 30" MINIMUM IN A CORRIDOR, HALLWAY OR OTHER READILY ACCESSIBLE LOCATION WITH 30" MINIMUM CLEAR HEADROOM CLEARANCE ABOVE. ATTICS WITH A MAXIMUM VERTICAL HEIGHT OF LESS THAN 30" NEED NOT BE PROVIDED WITH ACCESS OPENINGS. 4. ATTIC AREAS AND RAFTER SPACES SHALL BE VENTED EQUAL TO A NET AREA OF 1/150th OF THE ENCLOSED AREA OR 1/300th OF THE ENCLOSED AREA IF AT LEAST 50% OF THE REQUIRED VENT IS LOCATED IN THE UPPER PORTION OF THE SPACE VENTILATED AT LEAST 3'-0" ABOVE THE EAVE OR CORNICE VENT. THEY SHALL BE COVERED WITH CORROSION -RESISTANT WIRE MESH WITH OPENINGS LESS THAN 1/4" IN DIMENSION. 5. RAFTER SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE BETWEEN EXTERIOR WALLS WHEN SUCH JOISTS ARE PARALLEL TO THE RAFTERS. WHERE NOT PARALLEL, RAFTERS SHALL BE TIED TO 1" BY 4" MINIMUM- SIZE CROSS TIES. RAFTER TIES SHALL BE SPACED NO MORE THAN 4'-0" ON CENTER. 6. RIDGE BOARDS, HIP AND VALLEY RAFTERS SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER. 7. USE 5/8" GYPSUM WALLBOARD ON CEILINGS THAT WILL RECEIVE A WATER BASE TEXTURE MATERIAL. 8. TRUSS MANUFACTURER TO SPECIFY TRUSS HANGERS AS REQUIRED. 9. TRUSS MANUFACTURER TO VERIFY FINAL TRUSS LAYOUT AND CURRENT LOAD PATHS TO FOUNDATION. 10. ROOF SHEATHING TO BE NAILED WITH 8d NAILS AT 6"o.c. EDGES AND 12"o.c. FIELD AND INSTALLED WITH THE LONG DIMENSION PERPENDICULAR TO SUPPORTS. INSTALL SHEATHING CUPS AT 48" ON CENTER. B. WALL CONSTRUCTION 1. ALL WEATHER -EXPOSED SURFACES SHALL HAVE A WEATHER -RESISTIVE BARRIER SUCH AS KRAFT WATERPROOF BUILDING PAPER, ASPHALT -SATURATED RAG FELT OR EQUAL. 2. ALL EXTERIOR OPENINGS EXPOSED TO WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. MINIMUM 26 GAUGE GALVANIZED SHEET METAL OR EQUAL. 3. EXTERIOR LATH APPLIED OVER WOOD SHEATHING SHALL INCLUDE TWO LAYERS OF GRADE 'D' PAPER. 4. PROVIDE A MINIMUM 26 GAUGE CORROSION -RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2" AT OR BELOW THE FOUNDATION PLATE LINE ON ALL EXTERIOR STUD WALLS WITH EXTERIOR LATH. THE SCREED SHALL BE PLACED A MINIMUM OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS AND SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. 5. ANCHORED VENEERS SHALL BE SUPPORTED ON FOOTINGS, FOUNDATIONS OR OTHER NONCOMBUSTIBLE SUPPORT AND NOT BE ATTACHED TO WOOD FRAME CONSTRUCTION AT A POINT MORE THAN 30'-0" IN HEIGHT. NONCOMBUSTIBLE, NONCORROSIVE LINTELS AND SUPPORTS SHALL BE PROVIDED OVER ALL OPENINGS WHERE THE VENEER UNIT IS NOT SELF SPANNING. VENEERS SHALL BE INSTALLED PER U.B.C. SECTION 1403.6. 6. THE SEPARATION BETWEEN THE GARAGE AND/OR FLOOR/CEILING SHALL BE CONSTRUCTED USING THE FOLLOWING GUIDE LINES. A. USE 5/8" TYPE 'X' GYPSUM BOARD ON THE GARAGE SIDE OF THE WALL AND/OR FLOOR/CEILING WHICH PROVIDES A COMPLETE BUILDING SEPARATION BETWEEN THE GARAGE AND LIVING AREAS. B. 1 3/8" TIGHT -FITTING SELF -CLOSING SOLID CORE OR 20 MINUTE RATED DOOR FROM THE GARAGE TO THE LIVING AREA. C. ALL POSTS, BEAMS, AND WALLS SUPPORTING THE FLOOR/CEILING SHALL BE PROTECTED BY 1-HOUR CONSTRUCTION. D. DUCTS PENETRATING THE SEPARATION SHALL BE CONSTRUCTED OF NOT LESS THAN 26 GAUGE GALVANIZED STEEL AND BE CONTINUOUS WITHOUT OPENINGS OR NON-METALLIC CONNECTIONS. E. PIPING PENETRATIONS TO BE METAL INCLUDING PIPES EXPOSED IN THE GARAGE. F. THE FIREWALL MUST EXTEND FROM GARAGE FLOOR TO ROOF SHEATHING OR MAY TERMINATE AT THE CEILING IF THE ENTIRE GARAGE CEILING IS FINISHED WITH A 1-HOUR SYSTEM. 7. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS WHICH ARE PERPENDICULAR. 8. WATER-RESISTANT GYPSUM WALLBOARD "GREENBOARD" SHALL BE INSTALLED AS A BACKING IN SHOWERS, TUB ENCLOSURES AND LAUNDRY AREAS. WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 70" ABOVE DRAIN INLET AT SHOWERS AND TUB -SHOWER COMBINATIONS 9. ALL BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS, WALLS OR PARTITIONS MORE THAN THE JOIST DEPTH. JOISTS UNDER AND PARALLEL TO BEARING PARTITIONS SHALL BE DOUBLED. 10. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NO LESS IN SIZE THAN THE STUDDING ABOVE WITH A MINIMUM STUD LENGTH OF 14", OR SHALL BE FRAMED OF SOLID BLOCKING. 11. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT CEILING AND FLOOR LEVELS AND AT 10'-0" INTERVALS BOTH VERTICAL AND HORIZONTAL. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP AND COVE CEILINGS. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT CEILINGS AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUILT CHIMNEYS. 12. PROVIDE TEMPERED GLAZING OR SAFETY GLASS IN THE FOLLOWING LOCATIONS. A. WITHIN A 24" ARC ON EITHER SIDE OF A SWINGING OR SLIDING DOOR. B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SWINGING DOORS C. WHEN THE EXPOSED BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR. D. AT BATHTUB/SHOWER ENCLOSURES WHERE THE GLAZING IS LESS THAN 60" ABOVE A STANDING SURFACE AND DRAIN INLET. E. IN WALLS ENCLOSING STAIRWAY LANDINGS OR WITHIN 5'-0" OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS THAN 60" ABOVE A WALKING SURFACE. 13. ALL SLEEPING ROOMS SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR EXTERIOR DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE. EGRESS OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24" AND THE WIDTH DIMENSION SHALL BE 20". THE FINISHED SILL HEIGHT MAY BE NO MORE THAN 44" ABOVE FINISHED FLOOR. 14. WALL SHEATHING TO BE NAILED WITH 10d NAILS AT 6"o.c. EDGES AND 12"o.c. FIELD UNLESS NOTED OTHERWISE ON PLANS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. C. FLOOR CONSTRUCTION 1. BALCONIES, LANDINGS, EXTERIOR STAIRWAYS, OCCUPIED ROOFS AND SIMILAR SURFACES EXPOSED TO THE WEATHER AND SEALED UNDERNEATH SHALL BE WATERPROOFED AND SLOPED A MINIMUM OF 1/4" UNIT VERTICAL IN 12 UNITS HORIZONTAL (2% SLOPE) FOR DRAINAGE. 2. LANDINGS AT EXTERIOR DOORS OR STAIRWAYS SHALL HAVE A MINIMUM WIDTH NOT LESS THAN THE DOOR OR STAIRWAY SERVED AND A MINIMUM DEPTH OF 36". 3. ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB, WHICH IS IN DIRECT CONTACT WITH THE EARTH, AND SILLS THAT REST ON CONCRETE OR MASONRY FOUNDATIONS, SHALL BE TREATED WOOD OR FOUNDATION REDWOOD. 4. INDIVIDUAL CONCRETE OR MASONRY PIERS SHALL PROJECT AT LEAST 8" ABOVE EXPOSED GROUND UNLESS THE COLUMNS OR POSTS THAT THEY SUPPORT ARE OF APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD IS USED. 5. PROVIDE ACCESSIBLE UNDER -FLOOR AREAS WITH A MINIMUM 18" BY 24" UNOBSTRUCTED ACCESS. 6. ALL WOOD JOISTS SHALL BE 18" MINIMUM CLEAR AND WOOD GIRDERS SHALL BE 12" MINIMUM CLEAR FROM EXPOSED GROUND OTHERWISE A WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD FOR THE ENTIRE FLOOR ASSEMBLY SHOULD BE USED. 7. PROVIDE POSITIVE CONNECTION TO ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT WHERE POST AND BEAM OR GIRDER CONSTRUCTION IS USED. 8. UNDER -FLOOR AREAS SHALL BE VENTED EQUAL TO A NET AREA OF 1/150th OF THE ENCLOSED AREA. OPENINGS SHALL BE LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND SHALL PROVIDE CROSS VENTILATION. THEY SHALL BE COVERED WITH CORROSION -RESISTANT WIRE MESH WITH OPENINGS LESS THAN 1/4" IN DIMENSION. 9. GARAGE FLOORS TO BE SLOPED A MINIMUM OF 1/8" UNIT VERTICAL IN 12 UNITS HORIZONTAL (1% SLOPE) TOWARDS OPENING AS REQUIRED FOR DRAINAGE. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25'-0" INTERVALS EACH WAY MAXIMUM. 10. PROVIDE FULL DEPTH SOLID BLOCKING BETWEEN JOISTS AT THE SUPPORTS. JOISTS AND RAFTERS 12" OR MORE IN DEPTH SHALL BE SUPPORTED LATERALLY BY BRIDGING AT INTERVALS NOT EXCEEDING 8 FEET, UNLESS BOTH EDGES ARE HELD IN LINE. 11. FLOOR SHEATHING TO BE GLUED TO JOISTS AND NAILED WITH 10d NAILS AT Cox. EDGES AND 12"o.c. FIELD AND INSTALLED WITH THE LONG DIMENSION PERPENDICULAR TO SUPPORTS. D. SPECIAL CONSTRUCTION 1. MASONRY VENEER AT ALL FIREPLACE CHIMNEY AND ABOVE WINDOWS SHALL HAVE 22 GAGE GALVANIZED SHEET METAL BY 3/4" ANCHOR TIES (WITH A UP OR HOOK ON EXTENDED LEG ENGAGING #9 GAUGE CONTINUOUS WIRE JOINT REINFORCEMENT) SPACED AT 24" ON CENTER MAXIMUM HORIZONTAL AND 16" ON CENTER VERTICAL. WHEN APPLIED OVER STUD CONSTRUCTION THE STUDS SHALL BE SPACED A MAXIMUM OF 16" ON CENTER. 2. FIREPLACE CHIMNEYS TO HAVE SHEATHING ALL AROUND FROM THE FOUNDATION TO THE TOP. PROVIDE STRAPS FROM THE CHIMNEY TO THE ROOF FRAMING MEMBERS. 3. FIREPLACES THAT BURN SOLID FUELS SHALL BE EQUIPPED WITH AN APPROVED SPARK ARRESTOR. OPENINGS SHALL NOT PERMIT THE PASSAGE OF SPHERES HAVING A DIAMETER LARGER THAN 1/2" AND SHALL NOT BLOCK THE PASSAGE OF SPHERES HAVING A DIAMETER OF LESS THAN 3/8". 4. FACTORY -BUILT FIREPLACES AND CHIMNEYS SHALL BE LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTINGS AND MANUFACTURER'S INSTRUCTIONS AS SPECIFIED IN THE UNIFORM MECHANICAL CODE. 5. HEARTHS SHALL EXTEND AT LEAST 16" FROM THE FRONT, AND AT LEAST 8" BEYOND EACH SIDE OF, THE FIREPLACE OPENING AND BE READILY DISTINGUISHABLE. 6. PROVIDE 2" MINIMUM CLEARANCE BETWEEN MASONRY AND CONCRETE CHIMNEYS AND ALL COMBUSTIBLE CONSTRUCTION. 7. FIREPLACE CHIMNEYS TO EXTEND AT LEAST 2'-0" ABOVE THE PART OF THE ROOF THROUGH WHICH IT PASSES AND AT LEAST 2'-0" ABOVE THE HIGHEST ELEVATION OF ANY PORTION OF THE BUILDING WITHIN 10'-0" OF THE CHIMNEY. MATERIALS TYPICAL, UNLESS NOTED OTHERWISE ON PLANS. 1. EXTERIOR and INTERIOR HEADERS at BEARING WALLS SHALL BE 4x12 DOUGLAS FIR No. 2 or BETTER UNLESS NOTED OTHERWISE. USE 2" RIGID INSULATION THE INTERIOR SIDE OF EXTERIOR WALLS AS REQUIRED. HEADERS SHALL BE SUPPORTED WITH ONE CRIPPLE AND A KING STUD EACH END FOR OPENINGS 4'-0" WIDE OR LESS AND TWO CRIPPLES AND A KING STUD EACH END FOR OPENINGS OVER 4'-W WIDE. 2. ALL MANUFACTURED WOOD CONNECTORS TO BE SIMPSON STRONG -TIE OR EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD USING APPROVED NAILS (FILL ALL HOLES). 3. LUMBER (ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION.) DOUGLAS FIR No. 2 or BETTER A. POSTS, JOISTS AND RAFTERS DOUGLAS FIR No. 1 B. BEAMS AND HEADERS DOUGLAS FIR No. 2 or BETTER C. SILLS, PLATES, BLOCKING, BRIDGING ETC. HEMLOCK FIR No. 2 or BETTER D. DECKS (PRESSURE TREATED) DOUGLAS FIR STUD GRADE E. STUDS F. PLYWOOD SHEATHING ROOF WALL FLOOR (TONGUE AND GROOVE) G. HORIZONTAL GLUE LAMINATED BEAMS (GLB) 24F-V4 H. PARALLEL STRAND LUMBER (PSL) I. LAMINATED VENEER LUMBER (LVL) J. LAMINATED STRAND LUMBER (LSL) `" APA INDEX 32/16 `" APA INDEX 24/0 [" APA INDEX 48/24 Fb = 2400 E = 1.8 Fv = 165 Fb = 2900 E = 2.0 Fv = 290 Fb = 2600 E = 1.9 Fv = 285 Fb = 1700 E = 1.3 Fv = 285 4. AN A.I.T.C. CERTIFICATE OF COMPLIANCE FOR GLUE -LAMINATED WOOD MEMBERS SHALL BE GIVEN TO THE BUILDING INSPECTOR PRIOR TO ERECTION. m Q Y U w U U Z Z J 0 a > U) 0 z w of 0 2E 0 w w 0 U co CV O � N N a 0 0 w z o w z mj�f w uj �Q~ w�=� m Lu 2E z 0 0 0 w U O 0 =t5z>-� �z= �zwzOcn <Q � O <� Q O a w U Q Q U O � > cnOf =Lcl U p=Ow CDI- �QcnwO�cn ZZP1OZ0CU���C7 QOcn�00 C) =) � O 00ujC) <u.f0Ncnw Cn I¢� w> Lu d:�Ei Z 0 z O = 0 z O w Of w O� w z �L-cnUza-WUa- a- w RESUB Feb 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Cn ��r\ Q v ZZ zSZZ unW v W S IL L/1 LA � r n V It imd Q LA _ZZ SZZ colqmmw N O N CV 0 N 0 Lu F___z Co w W c9 Q 0 I w 0 UJ °O U rn J a_ rn 0 > m r-_ Z OJ MO Z m z 0 Lu O w Q C) U J Of� U Cn Lu = Q H W 0 C/) U PROJECT: ADU / REMODEL SHEET: S-5A Of FASTENING SCHEDULE 2016 CALIFORNIA BUILDING CODE TABLE 2304.10.1 The following are general requirements of the fastening schedule based on the 2016 CA Building Code. This handout is intended to provide only general information, for further information contact the Building & Safety Division. ELEMENT/CONNECTION FASTENER LOCATION ROOF 1. Blocking between ceiling 3 - 8d common (21/2" X 0.131") joists, rafters or trusses to 3-10d box (3"xO.128") Toenail each end top plate or other framing 3 - 3" X 0.131" nails below 3 - 3" 14 gage staples, 7/16" crown Blocking between rafters 2 - 8d common (21/2" X 0.131 ") toenail each end or truss not at the wall top 2 - 3" X 0.131" nails plate, to rafter or truss 2 - 3" 14 gage staples 2-16d common (3 '/2"xO.162") end nail 3-3"xO.131" nails 3-3" 14 gage staples Flat blocking to truss and 16d common (3 '/2"xO.162") @6" o.c. Face nail web filler 3-3"xO.131" nails @ 6" o.c. 3-3" 14 gage staples @ 6" o.c. 2. Ceiling joists to top plate 3-8d common Toenail each joist 3-10d box 3-3"xO.131" nails 3-3" 14 gage staples, 7/16" crown 3. Ceiling joist not attached to 3-16d common Face nail parallel rafter, laps over 4-1 Od box partitions (no thrust) 4-3"xO.131" nails (Table and 4-3" 14 gage staples, 7/16" crown Section2308.7.3.1) 4. Ceiling joists attached to Table 2308.7.3.1 Face nail parallel rafter (heel joint) (Table and Section2308.7.3.1) 5. Collar tie to rafter 3-10d common Face nail 4-1 Od box 4-3"xO.131" nails 4-3" 14 gage staples, 7/16" crown 6. Rafter or roof truss to top 3-10 common Toenail plate (Table and section 3-16d box 2308.7.5) 4-1Od box 4-3"xO.131" nails 4-3" 14 gage staples, 7/16" crown 7. Roof rafters to ridge valley 2-16d common End nail or hip rafters; or roof rafter 3-10d box to 2" ridge beam 3-3"xO.131" nails 3-3" 14 gage staples, 7/16" crown 3-10d common Toenail 3-16d box 4-1 Od box 4-3"xO.131" nails 4- 3" 14 gage staples, 7/16" crown WALL 8. Stud to Stud (not at braced 16d common 24" o.c. face nail wall panels) 1 Od box 16" o.c. face nail 3"xO.131" nails 3" 14 gage staples, 7/16" crown 9. Stud to stud and abutting 16d common 16" o.c. face nail studs at intersecting wall 16d box 12" o.c. face nail corners (at braced wall panels) 3"xO.131" nails 12" o.c. face nail 3" 14 gage staples, 7/16" crown 10. Built-up header 16d common 16" o.c. each edge, face nail 16d box 12" o.c. each edge, face nail 11. Continuous header to stud 4-8d common Toenail 4-1 Od box 12. Top plate to top plate 16d common 16" o.c. face nail 1 Od box 12" o.c. face nail 3"xO.131" nails 3" 14 gage staples, 7/16" crown 13. Top plate to top plate, at 8-16d common Each side of end joint, face end joints 12-1Od box nail (min 24" lap splice 12-3"xO.131" nails length each side of end 12-3" 14 gage staples, 7/16" crown joint) 14. Bottom plate to joist, rim 16d common 16" o.c. face nail joist, band joist or blocking 16d box 12" o.c. face nail (not at braced wall panels) 3"xO.131" nails 3" 14 gage staples, 7/16" crown 15. Bottom plate to joist, rim 2-16d common 16" o.c. face nail joist, band joist or blocking 3-16d box at braced wall panels 4-3"xO.131" nails 4-3" 14 gage staples, 7/16" crown 16. Stud to top or bottom plate 4 8d common Toenail 4-1 Od box 4-3"xO.131" nails 4-3" 14 gage staples, 7/16" crown 2-16d common End nail 3-10d box 3-3"xO.131" nails 3-3" 14 gage staples, 7/16" crown BSD-321 Handout - Fastening Schedule Updated: 0113012017 - ctan 17. Top or bottom plate to stud -16d common End nail 3-10d box 3-3"xO.131" nails 3-3" 14 gage staples, 7/16" crown 18. Top plates, laps at corners 2-16d common Face nail and intersections 3-10d box 3- 3"xO.131" nails 3-3" 14 gage staples, 7/16" crown 19. 1" brace to each stud and 2-8d common Face nail plate 2-1 Od box 2- 3"xO.131" nails 2- 3" 14 gage staples, 7/16" crown 20. 1"x6" sheathing to each 2-8d common Face nail bearing 2-10d box 21. 1"8" and wider sheathing 3-8d common Face nail to each bearing 3-10d box FLOOR 22. Joist to sill, top plate, or 3-8d common Toenail girder 3-10d box 3-3"xO.131" nails 3-3" 14 gage staples, 7/16" crown 23. Rim joist, band joist, or 8d common 6" o.c., toenail blocking to top plate, sill or 10d box other framing below 3"xO.131" nails 3" 14 gage staples, 7/16" crown 24. 1 "x6" subfloor or less to 2-8d common Face nail each joist 2-10d box 25. 2" subfloor to joist or 2-16d common Face nail girder 26. 2" plank 2-16d common Each bearing, face nail 27. Built up girders and beams, 20d common 32" o.c. face nail at top and 2" lumber layers bottom staggered on opposite sides 10d box 24" o.c. face nail at top and 3"xO.131" nails bottom staggered on 3" 14 gage staples, 7/16" crown opposite sides And Ends and at each splice, 2-20d common face nail 3-10dbox 3- 3"xO.131" nails 3- 3" 14 gage staples, 7/16" crown 28. Ledger strip supporting 3-16d common Each joist or rafter, face nail joists or rafters 4-1Od box 4-3"xO.131" nails 4-3" 14 gage staples, 7/16" crown 29. Joist to band joist or rim 3-16d common End nail joist 4-1Od box 4-3"xO.131" nails 4-3" 14 gage staples, 7/16" crown 30. Bridging or blocking to 2-8d common Each end, toenail joist, rafter or truss 2-10d box 2-3"xO.131" nails 2-3" 14 gage staples, 7/16" crown WOOD STRUCTURAL PANS, SUB FLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING (a) 31. 3/8"-1/2" 6d common or deformed (2"xO.113") (subfloor and wall) 6" edge 12" intermediate supports 8d box or deformed (roof) 2 3/8"xO.113" nail (subfloor and wall) 1 3/4" 16 gage staple, 7/16" crown 4" edge 8" intermediate supports 2 3/8" xO.113" nail (roof) 1 3/4"16 gage staple, 7/16" crown (roof) 3" edge 6" intermediate supports 32. 19/32" -3/4" 8d common 6d deformed 6" edge 12" intermediate supports 2 3/8"xO.113 nail 2" 16" gage staple, 7/16" crown 4" edge 8" intermediate supports 33. 7/8" -1/4" 10d common 8d deformed 6" edge 12" intermediate supports OTHER EXTERIOR WALL SHEATHING 34. 1/2" fiberboard sheathing(b) 1 '/2" galvanized roof nail 1 '/4" 16 gage staple with 7/16" or 1" crown 3" edge 6" intermediate supports 35. 25/32" fiberboard sheathing (b) 1 3/4" galvanized roof nail 1 '/2" 16 gage staple with 7/16" or 1" crown 3" edge 6" intermediate supports WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 36. 3/4" and less 8d common 6d deformed 6" edge 12" intermediate supports 37. 7/8"-l" 8d common 8d deformed 6" edge 12" intermediate supports 38. 1 1/8"-1 '/4" 1Od common 8d deformed 6" edge 12" intermediate supports PANEL SIDING TO FRAMING 39. '/2" or less 6d corrosion -resistant siding 6d corrosion -resistant casing 6" edge 12" intermediate supports 40. 5/8" 8d corrosion -resistant siding 8d corrosion -resistant casing 6" edge 12" intermediate supports INTERSIOR PANELING 41. '/4" 4d casing 4d finish 6" edge 12" intermediate supports 42. 3/8" 6d casing 6d finish 6" edge 12" intermediate supports For SI: 1 inch = 25.4 mm. a. Nails spaced at 6 inches at intermediate supports where spans are 48" or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. b. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). c. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule and the ceiling joist is fastened to the top plate in accordance with this schedule, the number of toenails in the rafters shall be permitted to be reduced by one nail. ** See Table 2304.10.1 for more information BSD-321 Handout - Fastening Schedule Updated: 0113012017 - ctan co U) Y U LU U U Z z J 0 U) > o z w of 0 0 w LL 0 U M (V O LU N N a 0 0 w z o w z COj�f w �Q~ LL, = co LU 0O LU 0 0 2E w z U O 0 =C-z>-�Q� I-z= zwzOcn < LU O <� Q Q a w U Q � Q O U > v) Of 0D W= w= Q 0 O w O~2EQ:�<U) Lu or ZZ0OZwCUC�wC7 QOcn�00 1 =Z: U a- O �pwUzQ�Lu0Ncnw U) ~ I ¢ elf w > 0 Z 0 z 0 00 = z O w Qf w O= w= H L- cn U z 0- W U al a- W RESUB Feb 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �CIO �cr.-' �Qrn� A. W LA�1r W S v � LAZW _CZ '^ '�Z z W m � 4 LAa� W M N O N N O N O w w � U) z w W c9 Q _J ILL o w 00 J o DO z OJMO Z DD z o w O w Q 000 C) U J Of>_ U U) = Q H IT— W o co U> PROJECT: ADU / REMODEL SHEET: S-5B 15/32" PLYWOOD or �/6" ORIENTED STRAND BOARD SHEAR WALL SCHEDULE 1,2,3,4,8,9 MARK NOTES PANEL NAILING PLATE to FOUNDATION BOTTOM PLATE to SUBFLOOR EAVE BLKNG to TOP PLATE RAFTER/JOIST to TOP PLATE EDGE FIELD 1SILL 1/2" Sill Plate 3" Sill Plate P1-6 — 8d @ 6" 8d @ 12" %"0 A.B. at 48" %"0 A.B. at 48" 2 16d at 14" LTP4 RBC at 22" A35 at 21" P1-4 — 8d @ 4" 8d @ 12" %"0 A.B. at 21" %"o A.B. at 48" 2 16d at 10" LTP4 RBC at 15" A35 at 14" P2-4 5,617 8d @ 4" 8d @ 12" NA7 %"0 A.B. at 27" 2 16d at 5" LTP4 RBC at 8" A35 at 7" P1-3 5 8d @ 3" 8d @ 12" %"0 A.B. at 16" %"w A.B. at 42" 2 16d at 8" LTP4 RBC at 12 A35 at 11 " P2-3 5,677 8d @ 3" 8d @ 12" NA7 %"0 A.B. at 21" 2 16d at 4" LTP4 RBC at 5" A35 at 6" P1-2 5 8d @ 2" 8d @ 12" NA7 %"o A.B. at 32" 2 16d at 6" LTP4 RBC at 9" A35 at 8" P2-2 5,677 8d @ 2" 8d @ 12" NA7 8 o A.B. at 16" 2 16d at 3" LTP4 RBC at 4" A35 at 4" A B S-6B S-6B HDU2 TO FNDN (SST616) C - c c n B - &HDU2 FNDN (SSTB1 A B S--6B S--q SHEAR WALL SCHEDULE NO SCALE A B 6.5' 2.5' 2.5' 3.0' S--6B �6B P1-6 P1-6 P1-6 P1-6 TO FNDN (CCTQ9 r-� b SHEAR WALL FLOOR PLAN SCALE: %4" = 1'-0" 1. ALL EXTERIOR WALLS TO BE P1-6, UNLESS NOTED OTHERWISE. 2. ALL PANELS EDGES BACKED with 2" NOMINAL or WIDER FRAMING. 3. P1 INDICATES PLYWOOD ON SIDE OF SHEAR WALL ONLY, P2 INDICATES PLYWOOD ON BOTH SIDES. 4. PLATE CONNECTIONS and SPACING SHALL OCCUR FOR FULL LENGTH OF DESIGNATED PANEL, UNLESS NOTED OTHERWISE. 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3" NOMINAL MEMBER. NAIL SPACING OF 2" o.c. SHALL HAVE THE NAILS STAGGERED PER CBC TABLE 2306.4.1, FOOTNOTE E. 6. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 7. SILL PLATE SHALL NOT BE LESS THAN SINGLE 3" NOMINAL MEMBER FOR SHEAR LOAD GREATER THAN 600 PLF. 8. 8d NAILING TO BE MINIMUM DIAMETER OF 0.131 ". GALVANIZED NAILS REQUIRED FOR ALL PRESSURE TREATED LUMBER. GALVANIZED NAILS SHALL BE NOT DIPPER OR TUMBLED. 9. ALL ANCHOR BOLTS TO HAVE 3"x3"x%4" PLATE WASHER. 01-24-2006 LateralTable-1 a Lu W ZD O w Z Lu W ZD O CD z W x Lu LEGEND DENOTES HOEDOWN LOCATION (USE SIMPSON HDU2, UNLESS NOTED OTHERWISE) DENOTES TIE STRAP LOCATION (USE SIMPSON CMSTC16 EL = 27 T FOR WALL TO WALL. STHD14 FOR WALL TO FOUNDATION. STHD14RJ FOR WALL OVER FLOOR TO FNDN. UNLESS NOTED OTHERWISE.) 4.O' ASH EAR WALL LENGTH P1— 4 SHEAR WALL CALLOUT PER SCHEDULE TIE EPDXY ALL THREADED HDU2 %"x16" HDU4 %"x16" HDU5 %"x16" HDU8 %"x24" HDQ8 Y8"x24" HDQ11 1 "x30" TIE DOWN NOTES: ALL TIE DOWNS TO DOUBLE 2x_ STUDS FOR HDU2, HDU4 & HDU5. ALL TIE DOWNS TO TRIPLE 2x_ STUDS FOR HDU8, HDQ8 & HDQ11. m co U LLI U U) Z a o a- Ln > o z LuOf O mi 0 Lu LL O U M CD 0 Lu (V Q(V 0 0 LuL zmw ?Q� w0y� w�<u woo 000 Lu =�z�1QJ �z= �zwzOcn QEcnLLi Lu 0w Luw o EZ Q��w or- �ZF--UZO~U-0 O Z J O p U ~ O Lu Lu Lu Lu Q Lu 0 0 0 W co Z c�zo� = Q Z o u- Of W o� Lu z P LL co U z EL cn U 0- a_ Lu RESUB Feb 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J zW � o Wv W> Z v � v z a a� I W M N O CV CV 0 N 0 w 6j Q F--- O U) � z Lu J LU Co Q J LL OLL] CO ~ U rn Q J 0 0 p Ui o m Q w Z 0 J U U) U�e v--- W 0 U) U PROJECT: ADU / REMODEL SHEET: S-6A CID Q LINER PER PLAN 16d NAILS at 6" o.c. LINER PER PLAN STAGGERED PATTERN PLYWOOD PER PLAN SIMPSON HOLDOWN OR IRAP PER PLAN S (SEE SHEARWALL PLAN \ I II � Y ALL STUDS PER for SIZE and LOCATION) PLAN O STRAP OR HOLDOWN 0 Q PER PLAN U�j9 [NAIL SHEAR PANEL to 2x's at STRAP USING STAGGERED EDGE NAILING PATTERN (SEE PLYWOOD PER PLAN SHEARWALL PLAN for NAIL SIZE and SPACING) SIMPSON HOLDOWN (SEE SHEARWALL PLAN for SIZE and LOCATION) 1 HOLDOWN OR STRAP at WALL CORNER SCALE: 1Y"=1'—O" 11E STRAP OR HOLDOWN PER PLAN 2x— P.T. SILL PLATE PER PLAN SLAB on GRADE PER PLAN FOUNDATION PER PLAN SSTB ANCHOR Ipc6601 b.scl CENTER LINE of WALL 2x WALL STUDS PLYWOOD SHEAR PER PLAN PANEL PER LINER PER PLAN PLAN d 1d 4 4 6 d 4 d d d � a 4 NZ' 4 d 4 d p a. 2x— P.T. SILL PLATE PER PLAN FOUNDA1ON PER PLAN HOLDOWN — EXTERIOR WALL ABOVE to SLAB ON GARAGE FOUNDATION BELOW SCALE: 1 "=l'—O" 16d NAILS at 6" o.c. STAGGERED PATTERNS LINER PER PLAN SIMPSON HDU HOLDOWN or STRAP SEE SHEAR WALL PLAN for SIZE and LOCATION END OF WALL 0 ROUGH OPENING LateralFL00R-7 ► 6• �� 2x WALL STUDS PER PLAN NAIL SHEAR PANEL to 2x's at HOLDOWN USING STAGGERED EDGE NAILING PATTERN (SEE SHEAR WALL PLAN for NAIL SIZE and SPACING) STRAP PER PLAN PLYWOOD SHEAR PANEL PER PLAN LINER PER PLAN HOLDOWN at DOOR FRAMING or WALL END SCALE: 1Y2"=1'—O" Ipd6000b.sc1 HOLDOWN PER SHEARWALL PEI EDGE NAILING 16d PER SHEARWALL SCHEDULE 2x— BOTTOM PLATE 3x— PT SILL PLATE CONCRETE FOOTING PER FOUNDATON PLAN SSTB ANCHOR PER SCHEDULE SEE PLAN INTERIOR WALL TO CONCRETE SLAB SCALE 3/4" = 1'-0" 10-16-2007 LateralFL00R-8 N'T A, l-46 MODEL No CAPACITY DIMENSIONS FASTENERS MIN. EMBEDMENT c=psl ) DEPTHS F2500 W H B CL ANCHOR 0 NO. of SIMPSON SDS Y4x( ) WOOD SCREWS ANCHOR HDU2' 3075 3" 81 " 3Y" 15 5 " 6 2Y2 SSTB16 125/" HDU41 4565 3" 101 " 3Y4" 19 6" 10 2Y2 SSTB20 16%- HDU5' 5645 3" 13346" 3Y4" 1 W16" 5 " 14 2Y2 SSTB24 20%" HDU8' 5980 3" 165 " 3Y" 13 " 20 2Y2 SSTB28 24%" HDU8 7630 2%" 14" 2Y" 1A 7 " 20 3 SSTB28 247 " HDU112 9535 3" 22Y4" 3Y" 1 1" 30 2Y2 SB1 x30 24" 2 HDU14 14,390 3" 251Y16" 3Y2" I 13/8" 1" 1 36 2Y SB1 x30 24" 1. HDU's AND HDQ8's SHALL BE SECURED with SIMPSON RECOMMENDED FASTENERS TO A MINIMUM OF 2-2x VERTICAL MEMBERS NAILED with 16d at 6" o.c. STAGGERED. 2. HDU11, HDU14, HHDQ11 AND HHDQ14 SHALL BE SECURED WITH SIMPSON RECOMMENDED FASTENERS TO A MINIMUM 6X6. SIMPSON HOEDOWN TABLE (HDU) NO SCALE 13/4" MIN. END WALL INSTALLATION m SSTB ANCHOR LOCATE APPROX. FORM WA OPTIONAL 'CNVI COUPLER NUT BOLTS W + J �a m x LLJ Of CV Z CONTINUOUS STEM WALL INSTALLATION EMBEDMENT LINE R yy a 9 ° .Q .A aA O .A d. SLAB <9 a d. a ' FOOTING A < Y A A d a.' ° ° A d' DOUBLE POUR INSTALLATION (SSTB20, 24 AND 34) z It 0 F0011NG - DESIGN BY OTHERS SSTB ANCHOR BOLTS MODEL No DIA. LENGTH MIN. EMBED le SSTB16 17 (19 for SSIB16L) 12 SSTB20 " 21 24 for SSTB20L 16 SSTB24 5 " 25 (27X for SSTB24L) 20 SSTB28 29 (32 for SSTB28L) 24 SSTB34 7 " 34 28 SSTB36 7 " 36 28 10-19-2013 LateralTable-2a a dA A' I- c� a `a W ad ' G J ° A PLACE DIAGONAL Of a n. IN CORNER m Q[/.A APPLICATION Wa a c ° FOR FULL TABLE LOAD A a d.. $ z 12" MIN. FOR ° ..d, 4."0 SSTB 13/4" MIN. c� z W J CORNER INSTALLATION a� 3/" MIN. EDGE DISTANCE 6" MIN. 8" FOR %"0 SSTB EMBEDMENT LINE CO 2001 The SESSA Corporatlon Y U w U U z Z J 0 a F cn w z 0 0 w u- 0 w z o w z m of w �Q~ w�=� m00 wz00i CU 0 0 =c�z>-6Q J �z= �zwzOcn CO uj I O < QGE <� a w U Q Q C > O > cn�mwow=p�Co Ow �<U3I—w0�cn QOcn�00 J��zz U � � O 00UJC) <u.fONcnw U) J ¢ � w Cl- > d Z O z 0 = 00 z O w o w O� w= PL-cnUz0-cnUa_a_w RESUB Feb 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �M 4 cn �Qrn� C"4 Q0 coN O N N 0 N 0 w w a � O � CO z ILL] 5- W 3:NO c9 Q 0 ~ 0 m Q J 0 a 0 m Q Z w co z 0 m o U 0 J U U) W o C� U PROJECT: ADU / REMODEL SHEET: S-6B