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SEE REV1 APPROVED BLD RESUB2 BLD2023-1236+SITE & ARCH PLANS+2.26.2024_5.34.20_PM+4084186U Z Martinez SITE PLAN SCALE: 1 " = 10'-0" NOTE: REFERENCE SHEET A8 FOR STANDARD TEMPORARY ERISION CONTROL (TEC) DETAILS. BEST PRACTICE IMPLEMENTATION ON SITE OR AS DIRECTED BY BLDG INSPECTOR. PROJECT SCOPE: CONSTRUCTION OF A 2-STORY ADDITION AT THE WEST SIDE OF THE EXISTING HOUSE. THE LOWER FLOOR WILL HAVE AN ADU CONSISTING OF 1 CARE -GIVER BEDROOM, BATHROOM, KITCHENETTE, 2nd BEDROOM, SITTING ROOM AND REMODELED BATH (859 SF TOTAL IN THE ADU. THE UPPER FLOOR WILL HAVE A NEW MASTER BEDROOM, MASTER BATH, W. I. CLOSE, "CAT" ROOM AND NEW LAUNDRY (436 SF ADDED CONDITIONED SPACE + 195 SF REMODELED SPACE. SHEET Al KEYNOTES 1O NOTE: NEW HEAT PUMP ON NORTH SIDE OF BUILDING IS 31.34" H/ 37.4" W/ 13" D. SPEC: MITSUBISHI #MXZ-3C30NA4 2.5T MULTI -ZONE INVERTER HEAT -PUMP SYSTEM. UNIT SITS WITHIN THE REQ'D 7 5' SETBACK BUT IS LESS THAN 36" H ENERGY CODE INFORMATION: ADDED CONDITIONED SPACE: LOWER FLOOR: 436 SF UPPER FLOOR: 436 SF TOTAL: 872 SF INSULATION UNDER SLAB: N/A ROOF/ATTIC: R-49 ARCH SHEET LIST: STRUCT SHEET LIST: Sheet Number Sheet Title Sheet Number Sheet Title Al COVER SHEET & SITE PLAN S1.0 GENERAL STRUCTURAL NOTES A2 DEMOLITION PLANS S2.0 BASEMENT PLAN A3 LOWER FLOOR PLAN S2.1 LOWER FLR FRAMING PLAN A4 UPPER FLOOR PLAN S2 2 UPPER FLR FRAMING PLAN A5 EXTERIOR ELEVATIONS - S & W S2 3 ROOF FRAMING PLAN A6 EXTERIOR ELEVATIONS - N & E S3.0 TYPICAL CONCRETE DETAILS A7 BUILDING SECTIONS S4.0 TYPICAL WOOD DETAILS A8 NOTES, DETAILS & SCHEDULES S4.1 WOOD FRAMING DETAILS & SECTIONS U=0.25; VINYL STYLE TO MATCH EXSITING VERTICAL FENESTRATION: WALL: R-21 FG BATTS/ 1 "RIGID C.I. SEPARATE / DEFERRED SUBMITTALS: FLOOR: R-38 FG BATTS REFER TO SHEETS A4 & A5 FOR ADDITIONAL ENERGY CODE INFORMATION. MARTINEZ PLUMBING FIXTURES WASH MACH SHOWER HWH SINK TOILET L. SINK TUB LWR ADD 1 1 1 3 1 1 LWR DEMO 1 1 1 1 TOTAL ADD 0 0 0 2 1 0 1 UPR ADD 1 1 2 1 1 UPR DEMO 1 2 TOTAL ADD 1 0 0 0 1 1 0 ZONING CODE INFORMATION: Q LOT AREA W/ LOT LINE ADJUSTMENT: 8,861 SF (PER PLN2024-0003) ZONING: RS-8 EXISTING SETBACKS: CATCH REF: DETAIL BASIN �ER-902/A8 MIN. FRONT: 25'-0" MIN. SIDE YARD: 7'-6" MIN 4 TEMPORARY CONSTR. MIN. REAR YARD: 7'-6" MATERIALS LAYDOWN AREA - REF SGEET A9 FOR STD TEC DETAILS LOT COVERAGE CALCULATIONS: LOT= 8,861 SF; 35% MAX COV'G. = 3,101.4 SF) 4 DATUM PT ALLOWED STRUCTURAL LOT COV'G. (LOT = 8,861 SF; 35% MAX COV'G.) TOP OF SS 9 ou 7.50' SIDE �EXIS7ING S WER D UT 7B1'+N MANHOLE COVE AREAS FROM 2016 PERMITTED REMODEL = 2,466 SF = 27.8% OF LOT NEW DOWNSPOUTS - _ SETBACK DOWNSPOUT. o v W/SPLASHBLOCKS 2 - EX. ELECT 85'x16.5' 8.5'x16.5' STRUCTURAL LOT COVERAGE � to-t,. - - METER EV PKG STD PKG w -S R NEW CO INVERT NEW SIDE SEWER - TEE _ w E 4 - D 0 ELEV = 362.71 EXISTING INTO EX. SIDE SEWER CONSTRUCTION PATH TO `w 2 M z C 3 DOWNSPOUT JOBSITE - REF SHEET A85.0' FRONT in o R W/NEW SPLASHBLOCK SETBACK 0 0OVEf FOR STD TEC DETAILS o aB - 8.5'x16.5' NEW i ' NEW 3'X5' CONC. PAD HouSE STD PKG M IDOWNSPOUT i ' FOR RELOC. HEAT PUMP �1 NEW ROOF TO MATCH DIMENSIONS & PITCH IN BY OF EXISTING I 9°EVRG N' NEW 3/4" WATER ' SERVICE LINE 6 (✓E " I ' PARCEL B I 1� 7.50' REAR SETBACK II yy • I A 2O ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2019 SWMMWW BMP T.5.13. I 3D INSTALL & MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS I & ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. I 4O PROVIDE FILTER FABRIC FENCE MINIMALLY ON NORTH & WEST SIDE OF PROPERTY TO PROTECT NEIGHBOR LOTS I Y DURING CONSTRUCTION. REF: DETAIL ER-900 ON A8. NOTE: EXISTING FENCE IS BEING NEW POWER v DEMOED. NEW FENCE WILL NOT CONDUIT HOUSE BE CONSTRUCTED AT THIS TIME. EX. CO INVERT HATCHED AREA INDICATES I I& ELEV = 362.21 �� a'Iwli 197 SF ADDITIONAL AREA TO 'nAvJ 4 LOT W/ADJUSTMENT j IDICATES NEW 4" CONC. WALK PROPOSED LOT ADJUST. POINT TO BE EXACTLY EXISTING DRAIN (PER PLN2024-0003 2� 4 TILE, APPROX. I DEMOLISH DEMO EXIST. 1/2 WAY BETWEEN HOUSES- 1 EXIST. SHED AC CONIC. PAD PROP�L�N (PER PLN2024-0003) A +100.46 LOT LINE ADJUSTMENT (PER PLN2024-0 03 'v''-•o o. " - - - _ _ -+�---o » --- o--= . °N c P R 8 44 3 6 7 B +100.98 11 NEW ADU 4 .......... E. ........... • CONSTR PATH E.24... .... - E ............E........ ...... - - CONSTR PATH - - - - - --�0. _CONSTR PATH_ HEAT PUMP :.. - - - - - - - r _OD EX: A :. 'SEX. SS:-- X. SE.�Al S . - - 4'-6" 19'-9 3/4" CSIDE EXISTIN Q c� 0 M WM SITE BENCHMARK SANITARY SEWER MANHOLE PRIMARY CONC.' WALK' ` i. �� RIM ELEV = 363.32 ENTRANCE ' ' EX. 3/4" WM FOR 21916 93RD PL WEST MAIN FLR LEVEL H� - -�- f�►� REPLACE WITH NEW 1" WM PER BLDG DEPT +104.50 1j,P° Drop -in meter / NEW 1 1/4" DIA WATER + 0 0 ' SERVICE LINE only - no new -AVG o / tap required by +1 2.0 Q City. RIDGE D2 ---------------------------- a M4, W C +101.48 Al to a / 0 o '' ° / Z., o_ � 7.50' SIDE ICI SETBACK EC 10"DO Io 0 ° # . 30"EVRGRN / 2016 PERMITTED ADDITION: 2,466 SF NEW 2023 ADDITION 424 SF TOTAL STRUCTURAL BLDG SURFACE: 2,890 SF EXISTING LOT: 8,861 SF 2,890 SF / 8,861 SF = 32.6% THEREFORE OK ------ (FLOOR 1) 540 SF / FLOOR 1 TOTAL EX. LIVING SPACE: 1404 SF (EXCL GARAGE) NOTE: EXISTING &NEW UTILITIES FLOOR 2 TOTAL EX. LIVING SPACE: 922 SF +103.35 ARE NOTED WITH THIS SYMBOL. TOTAL EXISTING LIVING AREA: 2326 SF D1 S ITE 1 TOTAL ALLOWABLE ADU SF = 40% OF EX. LIVING AREA(UP TO 800 SF MAX) RELOCATED IMPV. SURF. CALCS 2326 X .4 = 930.4 > 800 SF ENGINEERING DIVISION APPROVED AS NOTED / 20"EVRGR / V, 3/13/2024 30"EVRGRN / UNDER 2000SF NEW ° IMPERVIOUS - STORMWATER MANAGEMENT NOT REQUIRED WITH THIS PROJECT. I❑ o �oPR° / / �� cl� OWNER/CONTRACTOR IS RESPONSIBLE FOR o � EROSION CONTROL AND DRAINAGE / Q / RS-8 X �� , GUTTERS/DOWNSPOUTS SHALL one Corner Flag _ � DRAIN TO SPLASHBLOCKS Q OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING / Setbacks: Required Actual �� ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY / UTILITIES MAY REQUIRE A SEPERATE PERMIT. / Front __ __ --------------------- 7 1/2' 7 1/2' Sides I ___________ APPROVED BY PLANNING Rear ---------------------- _ • Other ------------ 25' 20'5 Mar 16 2024 WII setbacks are side setbacks. New addition oniv A3 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE NEW PROP SE = 540 SF; THEREFORE OK HEIGHT CALCULATIONS Al A = 100.46 B = 100.98 (INCL. ROOF) 518 SF C = 101.48 D = 102.70 405.62/4 = +101.41 AVG GD REF SHEETS A5, A6, A7 FOR BUILDING HEIGHT DIMENSIONS 3,177 SF SHOWN ON ELEVATIONS & BUILDING SSECTIONS. MAX HT, ALLOWED = 25'-0" FOR RS-8 ZONE ACTUAL HT. OF RESIDENCE = 20'-4 11/16" APPROVED-------------- --- --- --- --- ----------------------------' PLANS MUST BE ON JOB SITE City Of Edmonds OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES Building Department ; Separate Plumbing Permit Required. ___________________________________________ Please apply via MyBuildingPermit.com Work ADDITION AND ADU ' ------------------------------------------------------------------- ' ----------------------------------------------------------------- ' Address 21916 93RD PL W ' ' •---------------------------------------------------------------------' Owner MARTINEZ ; ---------- ------------------- -AppToged-Date---Eta/-Mf2O24 --------- - - - - -- JURISDICTION STAMP Building Official Erie Ctxv ------------------------------------------------------- BLD2024-1236 MECHANICAL PERMIT ROOF TRUSS SHOP DRAWINGS ELECTRICAL PERMIT PLUMBING PERMIT • DOCUMENTS FOR WORK UNDER SEPARATE PERMITS OR DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN CHARGE (ARCHITECT/ENGINEER OF RECORD) FOR REVIEW PRIOR TO SUBMITTAL TO THE BUILDING OFFICIAL. • NO WORK SHALL PROCEED UNTIL THE DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL AND PERMIT OBTAINED. CODE INFORMATION: PROJECT ADDRESS: APPLICABLE EDITIONS OF BUILDING CODES: MARTINEZ RESIDENCE BUILDING 2018 INTERNATIONAL RESIDENTIAL CODE (IRC), 21916 93RD PL W CODE WAC 51-50 EDMONDS, WA 98020 FIRE CODE 2018 INTERNATIONAL FIRE CODE (IFC), INCL. APPENDIX B&C CONSTRUCTION TYPE: ENERGY CODE 2018 WASHINGTON STATE ENERGY CODE TYPE V-B (WSEC), WAC 51-11 MECHANICAL 2018 INTERNATIONAL MECHANICAL CODE (IMC), ZONE: CODE WAC 51-52 RS-8 ELECTRICAL 2020 NATIONAL ELECTRICAL CODE (NEC) (NFPA OCCUPANCY: CODE 70) + PART 1 AND PART 3, 2009 R-3 - RESIDENTIAL WASHINGTON CITIES ELECTRICAL CODE WITH APPLICABLE RW 19.28 & WAC 296-46B INTERIOR REMODEL AREAS: PLUMBING 2018 UNIFORM PLUMBING CODE (UPC), WAC FLOOR 1: 423 SF (K, BR, SIT, BATH) CODE 51-56 & 51-57 INCL. APPENDIX CHAPTERS H "LAWN FLOOR 2: 195 SF (CLOS, CAT, LAUND) & L -EXCL. SECTIONS L5-L7 & SPRINKLER HEAD" FROM TABLE 6-4 OF APPENDIX L ZONING CODE CITY OF EDMONDS DESCRIPTION: TAX PARCEL #: 00547600000500 PREVIEW HOMES WESTGATE VILLAGE BILK 000 D-00 - LOT 5 VICINITY MAP: 218th PI SW 21AhP1SW a Acacia (Group Home II : > 220th St SW 2201h St SW PROJECT TEAM: CLIENT: VICTOR MARTINEZ 21916 93RD PL W EDMONDS, WA 98020 victorm@ilgross.com STRUCTURAL ENGINEER: I.L. GROSS STRUCTURAL ENGINEERS, LLC VICTOR MARTINEZ, PE PRINCIPAL 425 640-7333 - EXT. 305 206 499-2530 - MOBILE victorm©ilgross.com Ell 1916 93rd PI W, drnonds, WA 98020 1 ! AAA ASCENDING AFH ( Provider Yeme} w 19 n p 220th St SW 220th St SW WPj a v_ > ARCHITECT / APPLICANT: MICHAEL L. JONES ARCHITECT/CONSULTANT, LLC 1610 248TH AVE SE SAMMAMISH, WA 98075 (206) 351-9348 mike@mlj-arch.com GENERAL CONTRACTOR: TBD C/� U W_j J H � O Z ~� J Z � O W � w U = H U Martinez ADU 21916 93rd PI W Edmonds, WA 98020 5652 REGISTERED ARCHITECT MI J ES STAT W SHINGTON 09.21.23 Permit Submtl Set 0 09.28.23 Revs Per Intake Review 10.16.23 Revs Per Cycle 1 Review 3 01.12.24 Revs Per Cycle 2 Review 4 02.15.24 Revs Per Cycle 3 Review RESUB Feb 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COVER SHEET & SITE PLAN Al a LL LL q M EX GARAGE BELOW NOT SHOWN NO CYCLE 20 CORRECTIONS ON THIS SHEET 0 FAI DEMO PLAN ———————————————————--—————————————————————- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - JURISDICTION STAMP UPPER FLOOR DEMO PLAN SCALE: 1 /4"=1 '-0" EXISTING UPPER FLOOR = 922 SF DEMOLITION PLAN KEYNOTES ) J 1� VERIFY WALL FEATURE AND DEMO AS NEEDED FOR NEW LAYOUT. DEMO WINDOWS/WALL AS NEEDED. SHORE AS REQUIRED TO PREP FOR NEW CONSTRUCTION. 3 DOORS TO BE DEMOED AND/OR REPLACED AS NOTED ON REMODEL PLANS. O Z 4 DEMO WASHER/DRYER. RELOCATE & INSTALL PERE OWNER'S DIRECTION. DEMO EXISTING WATER HEATER. REF: SHEET A8 FOR ADDITIONAL INFORMATION J ON TANKLESS HWH. • Z) KK DEMO HEAT VET AT FLOOR. CAP AND/OR RELOCATE PER OWNER'S DIRECTION. 71> DEMO SINKS & CAP PLUMBING AS REQUIRED FOR NEW LAYOUT. z 8 DEMO SHOWER & FINISHES COMPLETELY. O 9 DEMO WALL AND PREP LOCATION FOR NEW DOOR. W U \ 10 DEMO CONCRETE SLAB AS NECESSARY FOR TIE-N OF NEW PLUMBING. U GENERAL NOTES: A. THE OWNER HAS FIRST RIGHTS TO ANY SALVAGE MATERIALS. THE GC SHALL ACCOMMODATE THE OWNER RE: SALVAGE, AT A DESIGNATED LOCATION, FOR ALL ITEMS RETAINED. B. COORDINATE DEMO WORK WITH NEW WORK SHOWN ELSEWHERE IN THE DRAWINGS. CARE SHOULD BE TAKEN TO PROTECT ADJACENT FINISHES FROM DAMAGE, AS POSSIBLE. C. IF UNANTICIPATED MEP OR STRUCTURAL WORK IS ENCOUNTERED, WHICH WILL CONFLICT WITH THE INTENDED DESIGN/FUNCTION, CONTACT THE ARCHITECT & OWNER IMMEDIATELY FOR RESOLUTION. D. PROMPTLY REPAIR DAMAGED WORK, TO ADJACENT AREAS, SCHEDULED TO REMAIN AS -IS. E. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY AND SHOULD PROVIDE BARRIERS FOR THE OWNER AND VISITORS, AS NEEDED, TO ACHIEVE THIS REQUIREMENT. F. WHEREVER ANY DEMO OCCURS TO FACILITATE INSTALLATION OF MEP OR STRUCTURAL ELEMENTS, SURFACES SHOLD BE PATCHED TO MATCH ADJACENT CONDITIONS. G. DEMO ITEMS ARE SHOWN, IN GENERAL, AS DASHED ON PLAN. DASHED LINES DO NOT NECESSARILY REPRESENT EXTENT OF ALL DEMO REQUIRED. COORDINATE DEMO, AS NEEDED, WITH NEW CONSTRUCTION. H. COORDINATE THE DEMO OF UTILITIES AS REQUIRED WITH UTILITY PROVIDERS. I. REMOVE ALL EXISTING ABANDONED EQUIPMENT AND DEBRIS FROM SITE. PARTITION LEGEND: EXISTING PARTITION/CONSTRUCTION TO REMAIN EXISTING PARTITION TO BE REMOVED NEW PARTITION. Martinez ADU 21916 93rd PI W Edmonds, WA 98020 sss2 REGISTERED ARCHITECT /I _ /I ST 09.21.23 Permit Submtl Set 11 09.28.23 Revs Per Intake Review 0 10.16.23 Revs Per Cycle 1 Review A3 01.12.24 Revs Per Cycle 2 Review ® 02.15.24 Revs Per Cycle 3 Review RESUB Feb 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DEMOLITION PLANS A2 Q o N a Q o NIQ NEW CONDITIONED SPACE A3 NEW PROPOSED ADU NOTE: SIZE OF ADU IS 540 SF (SEE COMPLIANCE LIST ON THIS SHEET) 1 A7 12 1 V-6" 5'-7 1 /2" \ 36" � 5'-1" SD \ 5 15 101 NEW N 2'-8" \ C BEDROO � NEW °° - BATH 1 V-6" 36 \ ❑1 6'-9 3/8" 0 W/D HWH uU) N O FURNACE 30'-0" 19'-4" 6'-9 5/8" 8'-6 7/8" ❑2 L/ N DW I 0 36" L --1 i� J NEW KITCHEN/ DINING / LR ADU WATER SHUTOFF BELOW HWH A ELECTRICAL SUB PANEL ADU CODE COMPLIANCE NOTES (PER ECDC 20.21) 1. MAIN LIVING AREA TO BE 120 SF MIN: MAIN LIVING AREA - KITCHEN/DINING RM/LIVING RM/ - 202 SF. 2. HABITABLE ROOMS TO BE A MIN OF 70 SF: CARETAKER BEDROOM = 146 SF; MAIN BEDROOM/SITTING ROOM = 257 SF. 3. HABITABLE ROOMS TO BE A MIN WIDTH OF T-0": CARETAKER BEDROOM = 11'-6"; MAIN BEDROOM/SITTING ROOM = 11'-8". 4. HABITABLE ROOMS TO BE A MIN CEILING HT. OF T-0": CARETAKER BEDROOM & BEDROOM/SITTING ROOM = T-6". 5. SLOPED CEILINGS: NO SLOPED CEILINGS ON THIS PROJECT. 6. ONE MAIN EXIT DOOR IS REQUIRED W/O REQUIRING TRAVEL THROUGH A GARAGE - MIN 36"X80" W/CODE COMPLIANT LANDING: PROVIDED ON NORTH SIDE OF HOUSE. EXTERIOR LANDING IS CONCRETE PAD (SIDEWALK), 44" DEEP, RECESSED BELOW THE MAIN FLOOR LEVEL BY 1". 7. BATHROOM MINIMUM REQUIREMENTS: BATHROOMS TO HAVE TOILET, SINK, BATHTUB OR SHOWER W/HOT & COLD RUNNING WATER. REFERENCE PLANS FOR DIMENSIONS. BOTH BATHROOMS IN THE ADU COMPLY WITH MINIMUM REQUIREMENTS. 8. (1) KITCHEN SINK REQUIRED WITH H&C RUNNING WATER: COMPLIES. 9. STAIRWAYS & HANDRAILS: NO STAIRS IN THE ADU. 10. MIN HALLWAY WIDTH TO BE 36": HALLWAY IN THIS UNIT IS 42:" WIDE. 11. CARBON MONOXIDE & SMOKE ALARMS: DEVICES ARE PROVIDED PER REGULATIONS. REFERENCE PLANS FOR LOCATIONS. NOTE: SMOKE ALARMS IN THE ADU AND PRIMARY DWELLING TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS IN BOTH THE PRIMARY UNIT AND THE ACCESSORY DWELLING UNIT. 12. EMERGENCY ESCAPE AND RESCUE OPENINGS: AN EGRESS WINDOW IS PROVIDED IN THE BEDROOM/SITTING ROOM AREA AND A SLIDING GLASS DORR IS PROVIDED IN THE CARETAKER'S BEDROOM - BOTH ON THE SOUTH SIDE OF THE BUILDING - PER REGULATIONS IN ECDC 20.21. REFERENCE PLAN FOR LOCATIONS AND WINDOW SCHEDULE (SHEET A8) FOR ADDITIONAL WINDOW SPEC INFORMATION. 13. NATURAL LIGHT: ALL HABITABLE ROOMS ARE PROVIDED WITH GLAZING THAT CONFORMS WITH ECDC 20.21. REF PLANS AND WINDOW SCHEDULE OF ADDITIONAL INFORMATION. 14. VENTILATION: WINDOWS & EXHAUST FANS ARE PROVIDED TO BATHROOMS & LAUNDRY AREA PER ECDC 20.21. REFERENCE PLANS & KEYUNOTES ON SHEETS A3 & A4 FOR LOCATIONS. 15. HEATING: REFERENCE SHEET A8 FOR ADDITIONAL INFORMATION RE: HEATING OF ADU. A 32" 0 NEW 1-HR RATED WALL I 19'-4" 1 1 V-11 5/8" L05'-4 1/2" 18'-0 1 /4" MOVED TO CLOSET IN ADU A UND INE _ ADU FF DN EX DECK 0 0 0 0 0 0 0 0 30" 73a 00 I 9 2'-6 3'-6 5/8" / -DN 0 0 � 0 0 EX KITCHEN EXISTING HOUSE SLOPE: 1/4": 12 EXISTING EX MUD ROOM 0 0j r UP EX LIVING ROOM LOWER FL SCALE: 1 /4"= V-0" F 8.5'X16.5' EV PARKING 8.5'X16.5' STD PARKING EXISTING UPPER STORY L15/166" I/4" DN OOR PLAN JURISDICTION STAMP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLOOR PLAN KEYNOTES ENERGY CREDIT: NEW MINI -SPLIT HEATING UNIT. REF: SHEET A8 FOR J ADDITIONAL SPECIFICATION/ENERGY INFO. _ 2 RELOCATE 18" X 13" TANKLESS HWH TO THIS LOCATION. THIS TANKLESS HWH Z 3 NEW DOOR. VERIFY MATERIAL, SIZE, FINISH AND OPERATION WITH OWNER. ALL INTERIOR DOORS TO BE 80" TALL. 3a 1-HR FIRE RATEJD�W/CLOSER �0 Q CN CRi7Y c, Eb;T: IVEVV VVIIVUOI!V �'REF:'S 1ECT HO /A FQR DUI I IQI�IAL_ — � �> Q4 2 SPECIFICATION/ENERGY INFO. CONFIRM OPERATION WITH OWNER. J ENERGY CREDIT: NEW KITCHENETTE CABINETS, PLUMBING FIXTURES AND • APPLIANCES. CONFIRM DESIGN AND SPECIFICATIONS OF CABINETS & PLUMBING U) WITH OWNER. REF: SHEET A8 FOR SPECIFICATIONS/ENERGY INFO FOR DISHWASHER, REFRIGERATOR, WASHING Z MACHINE & DRYER (VENTLESS)-APPLIANCE PACKAGE 7.1 FOR REQUIRED WSEC Ei vERGY-EQ}T�6� CRED O DELETED- HEAT PUMP ONLY 3 U 7 PROVIDE POWER & CABLING FOR FLAT SCREEN TV. VERIFY WITH OWNER. NEW SINK, VANITY, SHOWER & FINISHES IN BATHROOM. VERIFY ALL SPECS WITH U OWNER. W VERIFY TIE-IN OF NEW PLUMBING INTO EXISTING. 10 FLOORING SYSTEM PER STRUCTURAL. 11 LOCATE THIS CORNER CAREFULLY. FOUNDATION, FOOTING AND SIDING NEEDS U TO BE OUTSIDE THE REQUIRED T-6" P.L. SETBACKS. ROOF EAVES CAN OVERHANG THE SETBACKS. 12 NEW 4" THICK CONCRETE SIDEWALK, 44" WIDE X Q APPROX. 94' LONG. REF: STRUCTURAL FOR DETAILS. 13 NOTE: FURR OUT INSIDE OF WALL AS REQUIRED TO COVER CONCRETE FOUNDATION. VERIFY LOCATION AND HEIGHTS OF ELECTRICAL OUTLETS WITH OWNER. 14 NEW ENERGY EFFICIENT WASHER AND VENTLESS DRYER IN NEW LAUNDRY ROOM. ADD NEW LAUNDRY SINK - SPEC PER OWNER. n A\�//IartIn(v� A EXHAUST FANS - LOWER FLOOR: PROVIDE KITCHEN WITH MIN 100 CFM EXHAUST I � ADU FAN. PROVIDE LAUNDRY CLOSET &8ARE;F;I BATHROOM WITH MIN 50 CFM EXHAUST FANS. 16 EXHAUST FANS - UPPER FLOOR: PROVIDE MASTER BATHROOM & LAUNDRY ROOM WITH MIU, 50 CFM EXHAUFfANS. 17 THIS DOOR IS TO BE A NEW EXTERIOR RATED DOOR. 1-HR W/CLOSER <18> PROVIDE NEW TANKLESS HWH TO SERVE ADU ONLY. ZL 21916 93 rd PI W 19 EX. 100 CFM FAN TO REMAIN. Edmonds WA 98020 20 INSTALL NEW POWER SOURCE FOR EV CONNECTION . 2 sss2 REGISTERED ARCHITECT r MI WES 1 STATWOF W SHINGTONI GENERAL NOTES: A. ALL NEW GWB WALLS TO BE FINISHED TO MATCH EXISTING CONDITIONS. PATCH EXISTING WORK, WHERE REQUIRED, FOR A FINAL FINISH. ASSUME ONE COAT LATEX PRIMER AND 2 FINISH COATS LATEX PAINT. ALL TRIM TO BE PAINTED W/LATEX PRIMER & FINISH LATEX, SPECIFICALLY FORMULATED FOR TRIM. COLORS & FINISH PER FINISH SCHEDULE. ALL PAINTS TO BE LOW VOC. PROVIDE OWNER W/DRAW-DOWN SAMPLES FOR APPROVAL. B. ALL WORK IS TO BE PROVIDED UNLSS NOTED "OWNER FURNISHED- OWNER INSTALLED" (OF01). C. PROVIDE TRANSITION STRIPS BETWEEN DISSIMILAR FLOORING MATERIALS. CONFIRM TRANSITION DETAILS WITH INTERIOR DESIGNER. D. WHEREVER ANY DEMO OCCURS IN ORDER TO INSTALL ARCH/MEP ELEMENTS, THE REMAINING MATERIALS AND SURFACES ARE TO BE PATCHED AND FINISHED TO MATCHE EXISTING ADJACENT CONDITIONS. 09.21 .23 Permit Submtl Set E. CONTRACTOR TO COORDINATE NEW CEILING LIGHTING, POWER RECEPTACLES, DATA AND Al 09.28.23 Revs Per Intake Review LIGHT SWITCHES WITH OWNER. ASSUME RELOCATION OF EXISTING WALL POWER/DATA 2 10.16.23 Revs Per Cycle 1 Review OUTLETS WHERE FEASIBLE. F. VERIFY ALL NOTES & DIMENSIONS ON PLAN AND ALERT ARCHITECT AND OWNER IF 01.12.24 Revs Per Cycle 2 Review CONFLICTS OR QUESTIONS OCCUR. ® 02.15.24 Revs Per Cycle 3 Review SYMBOLS LEGEND: A4 x = ELEVATION TAG < KEYNOTE x RESUB A5 Feb 27 2024 = SECTION TAG = DOOR DESIGNATION CITY OFEDMONDS DEVELOPMENT SERVICES x—1 DEPARTMENT (X)= WINDOW DESIGNATION (REFERENCE SHEET A7) JURISDICTION STAMP SD = SMOKE DETECTOR/ALARM(MIN.PLACEMENT) LOWER FLOOR CQ = CARBON MONOXIDE DETECTOR/ALARM (MIN. PLACEMENT) PLAN 0 PARTITION LEGEND: EXISTING PARTITION/CONSTRUCTION TO REMAIN A3 EXISTING PARTITION TO BE REMOVED 1l1�P,AF�TJTION. �X4. �.16:'.9. . - - - - - - - - DASHED LINE INDICATES 1-HR RATED WALL (4/A7) CV a NIE-\AI (`f1NIF)ITIr)NIE-n CDA(`E- E-VICTINI(` LIhI ICE- ADDED CONDITIONED SPACE BEDROOM/BATH/CLOSET = 436 SF EXISTING SPACE TO BE REMODELED CLOSET/CAT ROOM/LAUNDRY =195 SF NO CYCLE 2� CORRECTIONS ON THIS SHEET 0 0 UPPER FLOOR PLAN SCALE: 1 /4"= V-0" EX GARAGE BELOW NOT SHOWN JURISDICTION STAMP --------------------- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I FLOOR PLAN KEYNOTES � J ENERGY CREDIT: NEW MINI -SPLIT HEATING UNIT. REF: SHEET A8 FOR ADDITIONAL SPECIFICATION/ENERGY INFO. 2 RELOCATE 18" X 13" TANKLESS HWH TO THIS LOCATION. THIS TANKLESS HWH SERVES EX. HOUSE ONLY. Z / NEW DOOR. VERIFY MATERIAL, SIZE, FINISH AND OPERATION WITH OWNER. ALL INTERIOR DOORS TO BE 80" TALL. O Q ENERGY CREDIT: NEW WINDOW. REF: SHEET A8 FOR ADDITIONAL �> J SPECIFICATION/ENERGY INFO. CONFIRM OPERATION WITH OWNER. ENERGY CREDIT: NEW KITCHENETTE CABINETS, PLUMBING FIXTURES AND • / APPLIANCES. CONFIRM DESIGN AND SPECIFICATIONS OF CABINETS & PLUMBING 1 U) WITH OWNER. REF: SHEET A8 FOR SPECIFICATIONS/ENERGY INFO FOR `-4 DISHWASHER, REFRIGERATOR, WASHING Z MACHINE & DRYER (VENTLESS)- APPLIANCE PACKAGE 7.1 FOR REQUIRED WSEC ENERGY CREDIT (0.5 CREDITS). O 6� NEW FURNACE. �_4 U PROVIDE POWER & CABLING FOR FLAT SCREEN TV. VERIFY WITH OWNER. W \ NEW SINK, VANITY, SHOWER & FINISHES IN BATHROOM. VERIFY ALL SPECS WITH U OWNER. w 9 VERIFY TIE-IN OF NEW PLUMBING INTO EXISTING. 10 FLOORING SYSTEM PER STRUCTURAL. 11 LOCATE THIS CORNER CAREFULLY. FOUNDATION, FOOTING AND SIDING NEEDS TO BE OUTSIDE THE REQUIRED 7'-6" P.L. SETBACKS. ROOF EAVES CAN OVERHANG THE SETBACKS. 12 NEW 4" THICK CONCRETE SIDEWALK, 44" WIDE X Q APPROX. 94' LONG. REF: STRUCTURAL FOR DETAILS. 13 NOTE: FURR OUT INSIDE OF WALL AS REQUIRED TO COVER CONCRETE FOUNDATION. VERIFY LOCATION AND HEIGHTS OF ELECTRICAL OUTLETS WITH OWNER. 14 NEW ENERGY EFFICIENT WASHER AND VENTLESS DRYER IN NEW LAUNDRY ROOM. ADD NEW LAUNDRY SINK - SPEC PER OWNER. EXHAUST FANS - LOWER FLOOR: PROVIDE KITCHEN WITH MIN 100 CFM EXHAUST Martinez ADU FAN. PROVIDE LAUNDRY CLOSET & CARETAKER BATHROOM WITH MIN 150 CFM EXHAUST FANS. 16 EXHAUST FANS - UPPER FLOOR: PROVIDE MASTER BATHROOM WITH MIN 150 CFM EXHAUST FANS. 17 THIS DOOR IS TO BE A NEW EXTERIOR RATED DOOR. 18 216 � " (� 93 rd PI W PROVIDE NEW TANKLESS HWH TO SERVE ADU ONLY. Edmonds, WA 98020 19 EX. 100 CFM FAN TO REMAIN. sss2 REGISTERED ARCHITECT A- /1 sT GENERAL NOTES: A. ALL NEW GWB WALLS TO BE FINISHED TO MATCH EXISTING CONDITIONS. PATCH EXISTING WORK, WHERE REQUIRED, FOR A FINAL FINISH. ASSUME ONE COAT LATEX PRIMER AND 2 FINISH COATS LATEX PAINT. ALL TRIM TO BE PAINTED W/LATEX PRIMER & FINISH LATEX, SPECIFICALLY FORMULATED FOR TRIM. COLORS & FINISH PER FINISH SCHEDULE. ALL PAINTS TO BE LOW VOC. PROVIDE OWNER W/DRAW-DOWN SAMPLES FOR APPROVAL. B. ALL WORK IS TO BE PROVIDED UNLSS NOTED "OWNER FURNISHED- OWNER INSTALLED" (OFOI). C. PROVIDE TRANSITION STRIPS BETWEEN DISSIMILAR FLOORING MATERIALS. CONFIRM TRANSITION DETAILS WITH INTERIOR DESIGNER. D. WHEREVER ANY DEMO OCCURS IN ORDER TO INSTALL ARCH/MEP ELEMENTS, THE REMAINING MATERIALS AND SURFACES ARE TO BE PATCHED AND FINISHED TO MATCHE EXISTING ADJACENT CONDITIONS. 09.21 .23 Permit Submtl Set E. CONTRACTOR TO COORDINATE NEW CEILING LIGHTING, POWER RECEPTACLES, DATA AND 10 09.28.23 Revs Per Intake Review LIGHT SWITCHES WITH OWNER. ASSUME RELOCATION OF EXISTING WALL POWER/DATA 10.16.23 Revs Per Cycle 1 Review OUTLETS WHERE FEASIBLE. �3 01.12.24 Revs Per Cycle 2 Review F. VERIFY ALL NOTES & DIMENSIONS ON PLAN AND ALERT ARCHITECT AND OWNER IF CONFLICTS OR QUESTIONS OCCUR. ® 02.15.24 Revs Per Cycle 3 Review SYMBOLS LEGEND: A4 x = ELEVATION TAG < KEYNOTE x RESUB A5 Feb 27 2024 = SECTION TAG = DOOR DESIGNATION CITY OFEDMONDS x-lDEVELOPMENT SERVICES DEPARTMENT O = WINDOW DESIGNATION (REFERENCE SHEET A7) JURISDICTION STAMP Sp = SMOKE DETECTOR/ALARM (MIN. PLACEMENT) UPPER FLOOR PLAN CQ = CARBON MONOXIDE DETECTOR/ALARM (MIN. PLACEMENT) PARTITION LEGEND: EXISTING PARTITION/CONSTRUCTION TO REMAIN A4 EXISTING PARTITION TO BE REMOVED A PART " - - - - - - - DASHED LINE INDICATES 1-HR RATED WALL (4/A7) Al +121.80 � RDOF PEAK +108.90 UPPER FLOOR 4'-4 13116" AFF +104.50 MAIN FLOOR EYOND) +101.41 + AVG GRADE +98 87 J4 LOWER FL00 1 A7 0 BEDROOM E RESS a, I 0 ❑1 0 0 0 0 BEDROOM EGRESS .� - — — — —4 APPROXIMATE GROUND SLOPE in SOUTH ELEVATION SCALE: 1/4" = V-0" !lI 1 I xwzxfi Ill I L SCALE: 1/4" = 1 -o GROUND SLOPE I NO CYCLE A2CORRECTIONS ON THIS SHEET 0 0 MAIN FLOOR +104.50 ------------------------------------------------------------ APPROXIMATE GROUND SLOPE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ' 1 1 ' 1 1 ' 1 1 ' 1 ' 1 ' 1 I ATE 1 1 ' LOPE ' 1 1 1 ' 1 ' 1 � 1 1 1 1 ' JURISDICTION STAMP GENERAL NOTES: ELEVATION KEYNOTES A. ALL EXTERIOR WORK SHALL BE INSTALLED "PER INDUSTRY STANDARDS" OR "PER 1 MATCH PITCH OF EXISTING ROOF. BLEND IN NEW ROOFING TO MATCH EXISTING. MANFACTURERS' RECOMMENDATIONS". CONTRACTOR IS RESPONSIBLE FOR INSURING2 EXISTING ASPHALT ROOFING. THAT THE NEW WORK AND REPAIR WORK INSTALLED IS WATER -TIGHT, FLASHED, CAULKED AND SEALED TO CREATE A WEATHER -RESISTANT BUILDING ENVELOPE. 3 NEW ASPHALT ROOFING. B. VERIFY THAT EXISTING METAL ROOFING CAN BE MATCHED CLOSELY. PROVIDE OWNER 4 GABLE RAKE AND EAVE TRIM TO MATCH EXISTING SIZES AND DETAILING. WITH SAMPLES TO APPROVE. LINE OF EXISTING HOUSE. C. ALL DETAILS AND FINISHES ON EXTERIOR OF ADDITION TO MATCH EXISTING ADJACENT5 CONDITIONS. VERIFY ALL FINISHES WITH OWNER PRIOR TO PURCHQASE AND 6 NEW SIDING TO MATCH EXISTING. INSTALLATION. 7 EXISTING SIDING. APPROX LINE OF EXISTING GRADE. MODIFY GRADE AS NEEDED TO ACCOMMODATE LEVEL ENTRY INTO NORTH & SOUTH SIDE OF NEW ADDITION. NEWONCRETE FOUNDATION & CRAWLSPACE. REF: SHEET A7 FOR ADDITIONAL INFORMATION. a LL LL r q M C/� U W_j J H � O Z ~� J U) � O W � w U = H U Martinez ADU 21916 93rd PI W Edmonds, WA 98020 N2 REGISTERED ARCHITECT ST 09.21.23 Permit Submtl Set A 09.28.23 Revs Per Intake Review 0 10.16.23 Revs Per Cycle 1 Review Q3 01.12.24 Revs Per Cycle 2 Review ® 02.15.24 Revs Per Cycle 3 Review RESUB Feb 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXTERIOR ELEVATIONS - S & W APPROXIMATE GROUND SLOPE Q in NORTH ELEVATION SCALE: 1/4" = V-0" 2 EAST ELEVATION SCALE: 1/4" = 1'-0" 1 A7 NO CYCLE A2CORRECTIONS ON THIS SHEET 0 ! .o ANEW HEAT PUMP ❑2 I I coZ - I r7 � ti CV - - - - — — — — — — — — — — — — — �D — — — — — -- — — — — — — — \r_1 (NO CHANGES THIS ELEVATION) ROOF PEAK OZ UPPER FL AVG GRA Al +121.80 MDO][Ill +101.41 LOWER FLO +98 87 APPROXIMATE GROUND SLOPE ------------------------------------------------------------- JURISDICTION STAMP GENERAL NOTES: ELEVATION KEYNOTES A. ALL EXTERIOR WORK SHALL BE INSTALLED "PER INDUSTRY STANDARDS" OR "PER 1 MATCH PITCH OF EXISTING ROOF. BLEND IN NEW ROOFING TO MATCH EXISTING. MANFACTURERS' RECOMMENDATIONS". CONTRACTOR IS RESPONSIBLE FOR INSURING2 EXISTING ASPHALT ROOFING. THAT THE NEW WORK AND REPAIR WORK INSTALLED IS WATER -TIGHT, FLASHED, CAULKED AND SEALED TO CREATE A WEATHER -RESISTANT BUILDING ENVELOPE. 3 NEW ASPHALT ROOFING. B. VERIFY THAT EXISTING METAL ROOFING CAN BE MATCHED CLOSELY. PROVIDE OWNER 4 GABLE RAKE AND EAVE TRIM TO MATCH EXISTING SIZES AND DETAILING. WITH SAMPLES TO APPROVE. LINE OF EXISTING HOUSE. C. ALL DETAILS AND FINISHES ON EXTERIOR OF ADDITION TO MATCH EXISTING ADJACENT5 CONDITIONS. VERIFY ALL FINISHES WITH OWNER PRIOR TO PURCHQASE AND 6 NEW SIDING TO MATCH EXISTING. INSTALLATION. 7 EXISTING SIDING. APPROX LINE OF EXISTING GRADE. MODIFY GRADE AS NEEDED TO ACCOMMODATE LEVEL ENTRY INTO NORTH & SOUTH SIDE OF NEW ADDITION. NEWONCRETE FOUNDATION & CRAWLSPACE. REF: SHEET A7 FOR ADDITIONAL INFORMATION. a LL LL r q M C/� U W_j J H � O Z ~� J U) � O W � w U = H U Martinez ADU 21916 93rd PI W Edmonds, WA 98020 N2 REGISTERED ARCHITECT /1 _ /1 ST 09.21.23 Permit Submtl Set 0 09.28.23 Revs Per Intake Review 0 10.16.23 Revs Per Cycle 1 Review 30 01.12.24 Revs Per Cycle 2 Review ® 02.15.24 Revs Per Cycle 3 Review RESUB Feb 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXTERIOR ELEVATIONS - N & E 0 1/2" (12 mm) EXACOR Underlayment 3/4" CDX Plywood Subfloor per Structural 9 1/2" 6" Rockwool Acoustical Insulation 3O DETAIL OF 1—HR RATED FLOOR ASSEMBLY SCALE: NTS u NOTE: DETAILS ARE FROM THE EXACOR "SOUND & FIRE ASSEMBLIES" HANDBOOK PGS. 6 & 7. 1/2" (12 mm) EXACOR Underlayment 3/4" CDX Plywood Subfloor per Structural 5/8" GWB Layer O DETAIL OF 1—HR RATED FLOOR ASSEMBLY SCALE: NTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . *ROOF PEAK +121.80 X 1'-r -------------------------------------------------------------- 0 ROOF PEAK +121.80 ® ' NOTE: HEIGHT OF FOUNDATI N WALLS TO BE L---------------- c 1 A7 JURISDICTION STAMP NOTE: STANDARD, NON -RATED INTERIOR STUDWALLS ARE 2X4 OR 2X6 @ 16" OC W/ 1 LAYER 1/2" GWB EA SIDE. PROVIDE ACOUSTICAL ROCKWOOL INSULATION AS DIRECTED BY OWNER. (�)1-HR RATED WALL ASSEMBLY 5/8" TYPE-X GWB 2X6 STUDWALL @ 16" OC 5 1/2" ACOUSTICAL INSULATION (ROCKWOLL OR EQ) 5/8" TYPE-X GWB NOTE: HEIGHT OF FOUNDA?'ION WALLS TO BE DETERMINED ON SITE BASED ON REVISED 2 MASTER BEDROOMS MASTER BATH WALK-IN CLOSET �8 r GRADE LEVELS. MAX HEIGHT NOTED ON 4 4 o STRU URAL DRAWINGS. 3 3 `N A7 � A7 UPPER FLOOR � +108.90 2 I _ I MAIN FLOOR +104.50 KITCHEN/ 8 z CARETAKER BEDROOM CARETAKER W/D LIVING RM 15 AVG GRADE BATHROOM CLOSET DINING R DW _ t T + 101.41 RANGE LOWER FLOOR +98.87 w z Al iL 0- 0 ry w 7'-6" REQUIRED REAR YARD SETBACK 0'-4 5/8" VERIFY E REF DETERMINED ON SITE BA,,ED ON REVISED GRADE LEVELS. MAX H IGHT NOTED ON STRUCT AL DRAWINGS. UPPER FLOOR +108.90 AMAIN FLOOR +104.50 _AVG GRADE _ +101.41 LOWER FLOOR +98.87 CAT ROOM ® LAUNDRY C8 Q A7 0 NEW BEDROOM & SITTING ROOM R BEDROOM CARETAKER BEDROOM `L:; 12 IN njEAST-WEST BUILDING SECTION SCALE: 1/4" = 1'-0" III III EXISTING CLOSET III EXISTING BEDROOM VAT) III NEW FG BATT INSULATION EXISTING R21 WALLS; R49 ATTIC EXSITING INSULATED WALLS & M U D R00 M i FLOORS ROCKWOOL BATTS ACOUST INSULATION ** 1 4 " ° '� ; %' NEW CONCRETE MUM FREE -DRAINING GRAVEL (NO FINES) EARTH - FINISH GRADE C/� U W_j J H � O Z ~� J U) � O W C) � w U = H U Martinez ADU 21916 93rd PI W Edmonds, WA 98020 sss2 REGISTERED ARCHITECT /1 _ /1 ST '------ — -------------------- ------ 09.21.23 Permit Submtl Set =11111191111111911111XISTING 10 09.28.23 Revs Per Intake Review CONIC FOOTING 0 10.16.23 Revs Per Cycle 1 Review EXTENT OF NEW ADU AT LOWER FLOOR )4� 01.12.24 Revs Per Cycle 2 Review 30'-011 02.15.24 Revs Per Cycle 3 Review or EXTENT OF NEW 2-STORY ADDITION EX CONIC SLAB 2 NORTH —SOUTH BUILDING SECTION SCALE: 1/4" = 1'-0" W SECTION KEYNOTES: 0 cn 0 ROOF ASSEMBLY: 1" RIGID INSULATION PANELS (R4). TAPE JOINTS PER MFR'S RECOMMENDATION. 3 3 ASPHALT ROOFING (MATCH EXSITING) R21 HD FIBERGLASS BATT INSULATION • 2X6 STUDS @16" OR 24" OC, PER STRUCTURAL. w FELT ROOFING UNDERLAYMENT (ARMORLAY 25 OR EQ) X a '/2' GWB. VERIFY NEW TO BE FLUSH WITH EXISTING AS REQUIRED. w ROOF SHEATHING PER STRUCTURAL o ROOF TRUSSES PER STRUCTURAL EW UPPER FLOOR ASSEMBLY: NOT USED - REF: DETAILS 3 & 4 ABOVE Z W 0 R49 FIBERGLASS BATT INSULATION (INSTALL BAFFLES AT EAVES TO PROVIDE 1" AIRSPACE FOR VENTILATION. INSTALL W ROOF JACKS OR EQ AT TOP OF ROOF TO PROVIDE CONTINUOUS VENTILATION THROUGHOUT NEW CONSTRUCTION) im g '/2' GWB. VERIFY NEW TO BE FLUSH WITH EXISTING AS REQUIRED. a WALL ASSEMBLY (ENERGY CREDIT): u NOTE: THIS ASSEMBLY OPTION USES A 3/4" AIR GAP AND AN AIR/WATER BARRIER AS SEPARATE ELEMENTS. (NOTE THAT NEW WALLS ARE THICKER THAN EXISTING) 1/2" FU & RESILIANT CHANNELS (12" OC) T TCH EXIST CEILING HTS. a LL WOOD SIDING TO MATCH EXISTING - AYERS 5/8" TYPE-C GWB PANELS. STAGGER JOINTS. r 0 1X2 BATTENS AT EACH STUD TO PROVIDE A 3/4" AIR GAP, DRAINAGE BEHIND SIDING AND NAILER FOR SIDING. PROVIDE BUGSCREEN AT BOTTOM. AIR/WATER MEMBRANE — TYVEK OR EQ — APPLIED OVER THE RIGID INSULATION. SYSTEM NEEDS TO BE TAPED AND o SEALED PER MFR'S INSTRUCTIONS, AT ALL PANEL, WINDOW/DOOR OPENINGS & WALL PENETRATIONS. CAULK ALL JOINTS Q o THAT CANNOT BE TAPED. • TJI JOISTS — REF STRUCTURAL • R38 FIBERGLASS BATT INSULATION (AFFIX TO JOISTS TO PREVENT SAGGING) 8 MIL "CLASS 1" CRAWLSPACE WRAP, OR EQUAL, ON GRADE AND UP ALL SIDES OF FONDATION. TAPE IN PLACE PER • CODE. TAPE ALL PENETRATIONS TO PREVENT MOISTURE LEAKAGE. PRODUCT: AMERICOVER 8-MIL DURA-SKRIM® REINFORCED PLASTIC SHEETING, OR EQUAL (WHITE). • 4"-6" OF FREE -DRAINING GRAVEL (NO FINES) OVER COMPACTED BASE. SEE ITEM #18 BELOW FOR INFORMATION RE: CRAWLSPACE VENTING. 5 2x4 BIRD BLOCKING WITH BUG SCREENS TO MATCH EXISTING. EXTERIOR TRIM TO MATCH EXISTING (PAINTED) 7 METAL GUTTER TO MATCH EXISTING. CONNECT TO EXISTING SYSTEM. INTERIOR TRIM. ALL TRIM THROUGHOUT THE HOUSE WILL BE REPLACED WITH NEW. CONFIRM SIZES AND DESIGN OF WINDOW/DOOR CASINGS, STOOL, APRON AND BASE MOLDING WITH OWNER. NEW WINDOW. VERIFY LOCATIONS ON PLANS AND ELEVATIONS. REF: TO WINDOW SCHEDULE ON SHEET A8 FOR ADDITIONAL INFORAMTION. FLASH & SEAL INSTALLATION PER INDUSTRY STANDARD OF CARE. 10 ANCHOR BOLTS PER STRUCTURAL 11 FOUNDATION DAMPROOFING 12 NEW CONCRETE FOOTING PER STRUCTURAL 13 CONNECT NEW CONCRETE SIDEWALK TO FOOTING PER STRUCTURAL. 14 MIRAFI 140N FILTER FABRIC (OR EQUAL) OVER FREE -DRAINING GRAVEL (NO FINES) WITH 4" PERFORATED DRAIN TILE. 15 EXISTING GRADE SLOPED AWAY FROM BUILDING. 16 BUGSCREEN AT BOTTOM OF 3/4" AIR GAP. 17 ROOF JACKS/RIDGE VENT AS REQUIRED FOR VENTILATION OF NEW ROOF. NEW CRAWLSPACE VENTS WILL BE BELOW FINAL FINISH GRADE. GC TO PROVIDE VENT "AREAWAYS" (OR EQUAL) AT SUCH VENTS FOR ADEQUATE CRAWLSPACE VENTILATION. PROTECT AREAWAYS AT THE TOP TO PREVENT DEBRIS FROM FALLING INTO & BLOCKING VENTS. PROVIDE FREE -DRAINING GRAVEL UNDER AREAWAYS SO THAT RAINWATER WILL FLOW 18 DOWN TO THE ROOF DRAIN SYSTEM. (REF ITEM #4 ABOVE) SINCE THE CRAWLSPACE "FLOOR" WILL BE FULLY COVERED WITH 8 MIL CLASS 1 CRAWLSPACE WRAP, PER IRC SECTION R408.1, THERE WILL NEED TO BE 1 SF OF VENTILATION PROVIDED PER 1500 SF. PROVIDE 2 VENTS — ONE AT THE NW CORNER & ONE AT THE SW CORNER OF THE CRALWSPACE — TO COMPLY WITH THIS REQUIREMENT. VENTS TO BE WITHIN 36" OF CORNERS. 19 NEW BEAM PER STRUCTURAL (6X10). 20 EXISTING (2) 2X13'S @ 12" OC TO BE CUT DOWN TO 1.5"X10" EXACT. REFER TO STRUCTURAL. RESUB Feb 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BUILDING SECTIONS A7 U Z a Window, Skylight and Door Schedule Information MARTINEZ ADDITION/ADU 21916 93rd PI W EDMONDS, WA 98020 Exempt Swinging Door (24 sq. ft. mac.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Ref. U-factor 2 0.46 Component Desc.rintion Ref. U-far-tor PROPOSED ENERGY CREDITS MICHAEL JONES (ARCHITECT) 1610 248th AVE SE. SAMMAMISH, WA 98075 206.351.93481 milemlj-arch.com SLIDING GLASS DOOR (S. ELEV-FL 1) 1 0.55 HORIZ SLIDER (S. ELEV-FL 1) A 0.25 (E HORIZ SLIDER (S. ELEV-FL 1) H 0.25 HORIZ SLI E)ER (N. ELEV-FL 1) C 0.25 HORIZ SLI CIER (N. ELEV-FL 1) D 0.25 HORIZ SLI CIER (S. ELEV-FL 2) E 0.25 (E Overhead Glazing (Skylights) Component RESS) RESS) Width Heigh Qt. N Feet Inch Feet Inch 1 3 `' 6 Width Heig1t Ot.'I Feet Inch Feet Inch 1 6 ° 6 9 1 6 ° 3 4 1 6 ° 3 1 3 ° 3 ° 1 4 ° 3 4 1 6 ° 4 ° Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UAIArea Width Hei it Ot.'I Feet Inch Feet Inch Surn of Overhead Glazing Area and UA Overhead GJazirlg Area Weighted U = UAIArea Total Sum of Fenestration Area and UA (for heating system sizing cakulations) STANDARD TESC DETAIL HIG-VIS CONSTR FENCE Area UA 20.3 c1..32 0.0 0.00 Area UA 410.0 22.00 2 0. 0 5.00 20.0 5.00 q.(D 2.25 13.3 3.33 24.0 6.00 126.3 43.58 Q.34 Area UA 0. 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.I�0 0.I�0 146.62.90 ------------------------------------------------------------- ------------------------' JURISDICTION STAMP 0 TEMPORARY SEDIMENT TRAP FOR CATCH BASINS CITY OF EDMONDS STD DETAIL ER-902 0 NO CYCLE 0 CORRECTIONS ON THIS SHEET, A4 I STABILIZED CONSTR. ENTRANCE CITY OF EDMONDS STD DETAIL ER-901 FILTER FABRIC FENCE CITY OF EDMONDS FILTRATION SYSTEM STD DETAIL ER-900 1< C/D U W-j J H � O Z ~� J Z � O W C) � w U = H U Martinez ADU 21916 93rd PI W Edmonds, WA 98020 N2 REGISTERED ARCHITECT /1 _ /1 ST 09.21.23 Permit Submtl Set 10 09.28.23 Revs Per Intake Review A 10.16.23 Revs Per Cycle 1 Review 0 01.12.24 Revs Per Cycle 2 Review ® 02.15.24 Revs Per Cycle 3 Review RESUB Feb 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NOTES, DETAILS & SCHEDULES GER R& sn%JCTWAL INOO (The following apply unless shown otherwise on the plans) CRMNA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERRNATIONAL BUILDING CODE (2018 EDITION). 2. DESIGN LOADING CRITERIA ROOF LIVE LOAD (SNOW, INDUCIBLE, NOT INCLUDING DRIFT) 25 PSF FLOOR LIVE LOAD (RESIDENTIAL) 40 P5F DESIGN LOADING CRITERIA - LATERAL LOADS WIND EI I05 10 MPH BUILDING COND UST 86 MPH (3-5ECOND GUST) PER IBC 16093.1 RE ENCLOSED SIMPLE DIAPHRAGM BUILDINGS A5CE 1-16 CH 21 PART 2 EARTHQUAKE RI5K CATEGORY 2, IE =1.0 5-128 , 5tt = 0.45, SRE CLASS = p (ASSUMED), Sppgg SK=D, 55FR5 = PLYWOOD SHEAR WALLS R = 6.5 C5 =0.131, RHO =13 DESIGN BASE SHEAR V=48bK EQUIVALENT LATERAL FORCE PROCEDURE DESIGN LOADING CRITERIA - DEAD LOADS ROOF DEAD LOAD 18 P5F FLOOR DEAD LOAD (RESIDENTIAL FLOORS) 18 PSF WOOD FRAMED WALL DEAD LOAD (INTERIOR/EXTERIOR) 10/12 P5F 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND ALL OTHER DISCIPLINES' DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION, DISCREPANCIES: THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING, DURING THE BIDDING PERIOD, OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR OF ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO CODES, RULES AND REGULATIONS. UPON RECEIPT OF SUCH INFORMATION, THE ENGINEER WILL SEND WRITTEN INSTRUCTIONS TO ALL CONCERNED. ANY SUCH DISCREPANCY, OMISSION, OR VARIATION NOT REPORTED SHALL BE THE IRESPON5151LITY OF THE CONTRACTOR, AND WORK SHALL BE PER FOi2i'1ED IN A MANNER A5 DIRECTED BY THE ENGINEER 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 AIRE INTENDED AS GUIDELINES ONLY AND MUST BE FIELD VERIFIED BY THE CONTRACTOR OR THE CONTRACTOR'S SUBCONTRACTOR 5, CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. ERECTION PLANS AND INSTALLATION OF SHORING SYSTEMS AIRE THE RESPONSIBILITY OF THE CONTRACTOR AND THE SHORING SUPPLIER THE SHORING SHALL NOT BE SUPPORTING ON THE EXISTING STRUCTURE. CHANGES IN FIELD CONDITIONS DURING CONSTRUCTION WILL REQUIRE RE-EVALUATION BY THE CONTRACTOR AND THEIR SHORING INSTALLER 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERRFORRM THE WORK 1. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ONLY ON SHOP DRAWINGS WILL NOT SATISFY THI5 REQUIREMENT. 8, DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS AIRE NOT SPECIFICALLY INDICATED BUT ARE OF 51MILAR 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 FIELD ERECTED COMPONENTS SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER 10, DEFERRED SUBMITTALS SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINGTON AND BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORRMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. DEFEND SUBMITTALS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DE51GN CALCULATIONS SHALL BE INCLUDED IN THE SUBMITTAL. THE ARCHITECT OR CONTRACTOR SHALL FORWARD DEFEND SUBMITTALS TO THE BUILDING OFFICIAL FOR REVIEW. DEFEND SUBMITTALS FOR THI5 PROJECT ARE: CONNECTOR PLATE WOOD TRUSSES «fYf1�9.W1�'.dl FOUNDATION AND SLAB NOTES: SUB -GRADE PREPARATION INCLUDING DRAINAGE, BACKFILL, EXCAVATION DEPTHS, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORRM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER IN THE FIELD. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18' BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY. THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE SOILS ENGINEER WORKING WITH THE CONTRACTOR IN THE FIELD. CONTRACTOR SHALL PROVIDE THE SOILS REPORT TO ALL RELATED SUBCONTRACTORS FOR BIDDING AND CONSTRUCTION PURPOSES. CONTRACTOR AND ALL SUBCONTRACTORS SHALL THOROUGHLY REVIEW THE BELOW REFERENCED SOILS REPORT. EXCAVATION DEPTHS NOTED IN THE SOILS REPORT SHALL GOVERN OVER THE FOOTING DEPTHS SHOWN GRAPHICALLY ON THE STRUCTURAL DRAWINGS TO ACHIEVE THE ALLOWABLE BEARING PRESSURE REFERENCED BELOW. CHANGE ORDERS WILL NOT BE ACCEPTED FOR EXCAVATIONS LESS THAN THE MINIMUM DEPTHS NOTED IN THE SOILS REPORT. ALLOWABLE SOIL PRESSURE 3000 PSF LATERAL EARTH PRESSURE (RRE5TRAINED/UNRRE5TRAINED) 60 PCF/35 PCF PA551VE EARTH PRESSURE 350 PCF SEISMIC EARTH PRESSURE 1H COEFFICIENT OF FRICTION 0.4 ALLOWABLE 2" DIAMETER DRIVEN PIPE PILE CAPACITY (COMPRESSION ONLY) 3 TONS = 6 KIPS 12, DRIVEN PILING INSPECTION BY THE 6OIL5 ENGINEER SHALL BE PEIW-OR'1ED DURING PLACEMENT. MAXIMUM PILE ECCENTRICITY SHALL BE 3" LATERALLY. PILE LENGTH INDICATED ON DRAWINGS 15 ESTIMATED OR MINIMUM AS NOTED. ACTUAL LENGTH SHALL BE DETERMINED IN FIELD BY SOILS ENGINEER THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO DRILLING PILES. coclem 13. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF PC = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 6' OR LESS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX 15 SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318 SECTION 53. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260-06, C494M-05A, C618-05, C989-06, AND CIOMM-01. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH ACI 315 TABLE 4A.1. 14. REINFORCING STEEL SHALL CONFORM TO A5TM A615 (INCLUDING SUPPLEMENT 51) GRADE 60, F = 60000 PSI. EXCEPTION: ANY BARS SPECIFICALLY NOTED ON THE DRAWINGS AS 'GRADE 40 FY = 400M PSI, GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDD SHALL CONFORM TO ASTM A106. REINFORCING COMPLYING WITH ASTM A615(51) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. DIA ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORRM TO ASTM Ai8491. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO A5TM A615, GRADE 60, FY = 60,000 PSI. 15, REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 51P-66 (04) DETAILING MANUAL AND THE LATEST EDITION OF ACI 318, LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 2'-0' MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2'-0' MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8' AT 51DES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY 50 DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER 16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SUIFACES, EARTH FACE 3' FORMED SURFACES EXPOSED TO EARTH (I.E. WALLS BELOW GROUND) OR WEATHER ("6 BARS OR LARGER) 2' (05 BARS OR SMALLER) 1 1/2' COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2, SLABS AND WALLS (INTERIOR FACE) 3/4' PO5T-TEN5IONED SLAB: MILD REINFORCING 1" 11, CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAT FERR5, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. 18. EMBEDDED ITEMS IN CAST -IN -PLACE CONCRETE: EMBEDDED ITEMS IN CA5T-IN-PLACE CONCRETE SHALL NOT BE 'WET -SET" UNLESS SPECIFICALLY APPROVED BY ENGINEER OF RECORD. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO, REINFORCING STEEL, ANCHOR BOLTS, DEFORMED BAR ANCHORS, EMBED PLATES, OR OTHER MISC. STEEL SHAPES TO BE CAST INTO CONCRETE. 19. EPDXY -GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SIMPSON SET-XP AS MANUFACTURED BY SIMPSON STRONG -TIE, OR PURE110+ ADHESIVE ANCHOR SYSTEM AS MANUFACTURED BY DEWALT - POUERS OR AN ENGINEER APPROVED ALTERNATE THAT HAS I.C.0 TEST DATA FOR THEIR SPECIFIC PRODUCT AND APPLICATION. INSTALL IN STRICT ACCORDANCE WITH I.C.0 REPORTS FOR SPECIFIC EPDXY UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. HOLE SIZE SHALL BE 1/8' LARGER THAN BAR, ROD OR BOLT SIZE. NOTE: NO WELDING IS TO TAKE PLACE WITHIN 24" OF HARDENED EPDXY. 20. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE A.I.5.C. 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR 5UILDING5,' LATEST EDITION, PLUS ALL REFERENCED CODES, 21. STRUCTURAL STEEL SHALL CONFORM TO A5TM A992, FY = 50 KSI, FOR WIDE FLANGE SHAPES AND TO ASTM A36 FY = 36 KSI, FOR PLATES, MISCELLANEOUS ROLLED SHAPES AND ALL -THREAD RODS. STEEL PIPE SHALL CONFOR11 TO A5TM A-53, TYPE E OR S, GRADE B, FY = 35 KSI. STRUCTURAL TUBING (H55 ROUND, SQUARE OR RECTANGULAR TUBES) SHALL CONFORM TO ASTM A500, GRADE B, WITH FY = 46 K51 FOR RECTANGULAR/SQUARE SECTIONS AND FY = 42 KSI FOR ROUND SECTIONS. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GRADE 36 TYPICAL AND GRADE 105 FOR HIGH -STRENGTH ANCHOR BOLTS (WITH 3X3X3/8 PLATE WASHER AND DOUBLE NUT). HIGH -STRENGTH CONNECTION BOLTS SHALL CONFORM TO A5TM A325-X. COMMON BOLTS SHALL CONFORM TO A5TM A301, GRADE A. HIGH STRENGTH ALL -THREAD ROD SHALL CONFORM TO ASTM A193 GRADE Bl. ALL STRUCTURAL STEEL FULLY EXPOSED TO WEATHER OR DISSIMLAR METALS SHALL BE HOT -DIPPED GALVANIZED TO MEET ASTM A123 OR A5TM A153 STANDARDS. ALTERNATE RUST -INHIBITIVE COATINGS MAY BE SUBMITTED TO THE ARCHITECT 4 STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. 1= 22. FRAMING LUMBER SHALL BE KILN DRIED, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS, UNLESS OTHERWISE NOTED ON THE PLANS: JOISTS: (2 X MEMBERS) (3 X AND 4 X MEMBERS) BEAMS AND STRINGERS: (INCLUDING (o X 10 AND LARGER MEMBERS) POSTS AND TIMBERS: (6 X (o AND LARGER) STUDS, PLATES 4 MISCELLANEOUS LIGHT FRAMING: BOLTED FRAMING: STUDS, LEDGERS, AND PLATES DOUG FIR "2 MINIMUM BASIC DESIGN STRESS, FB = 900 PSI DOUG FIR "1 MINIMUM BASIC DESIGN STRESS, FB = 1000 PSI DOUG FIR "1 MINIMUM BASIC DESIGN STRESS, FB = 1350 PSI DOUG FIR "2 MINIMUM BASIC DESIGN STRESS, FB = 150 PSI DOUG FIR STANDARD GRADE MINIMUM BASIC DESIGN STRESS, FB = 515 PSI DOUG FIR "2 MINIMUM BASIC DESIGN STRESS, FB = 900 P51 FRAMING MEMBERS NOTED AS PRESSURE TREATED (PT) (INCLUDING LEDGERS, PLATES, STUD5, POSTS, JOISTS 4 BEAMS) HEM FIR 02 MINIMUM BASIC DESIGN STRESS, FB = 850 P51 23. ENGINEERED LUl15ER SHALL BE DESIGNED AND MANUFACTURED TO THE STANDARDS SET FORTH IN A5TM D5456, IGG E5 REPORT E5R-1381, AND THE CANADIAN CONSTRUCTION MATERIALS CENTRE (CCMC) REPORTS NO.11161-R (P5L ONLY) AND 12621-R (L5L ONLY). EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL IRESEAiRC4 BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL MEMBERS ARE TO BE FREE OF MECHANICAL CONNECTIONS IN FULL-LENGTH MEMBERS. ADHESIVES SHALL BE OF THE WATERPROOF TYPE CONFORMING TO THE REQUIREMENTS OF ASTM D-2559. PARALLEL STRAND LUMBER (P5Lk FB = 2900 P51, E=2.0X 106PSI, Fy =285 PSI. LAMINATED STRAND LUMBER 15Lk F= 2250 PSI, E=IBX 106 B SI, Fy =400 PSI. LAMINATED VENEER LUMBER (LVLk FB = 2800 PSI, E=2fDX 10—P51, Fy =210 PSI DESIGN SHOWN ON PLANS IS BASED ON THE ABOVE MINIMUM MATERIAL PROPERTIES. ALTERNATE PRODUCTS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE J015T HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL ORGREATER LOAD CAPACITIES. ALL PARALLAM BEAM HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH BEAM PROVIDED, USE 'GLTV' SERIES HANGERS AS REQUIRED TO FIT BEAM U.ox 24, PREFABRICATED PLYWOOD WEB JOISTS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION, DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WA5HINGT0K PERMANENT AND TEMPORARY BRIDGING SHALL 13E INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. DESIGN SHOWN ON PLANS 15 BASED ON JOISTS MANUFACTURED BY THE TRJS-JOIST CORPORATION. ALTERNATE PLYWOOD WEB J015T MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER ALTERNATE JOIST HANERS AND OTHER HARDWARE MAY BESUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE IGO. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL J015T HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN 51ZE WITH PLYWOOD WEB J015T PROVIDED. 25, PREFABRICATED CONNECTOR PLATE WOOD ROOF_TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE 'NATIONAL DESIGN STANDARD "METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1-2014' BY THE TRJ55 PLATE INSTITUTE FOR THE SPANS AND CONIDITION5 SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: TOP CHOW DEAD LOAD 18 PSF TOP CHORD LIVE LOAD 25 PSF BOTTOM CHORD DEAD LOAD 5 P5F TOTAL LOAD 48 PSF 5070M CHORD LIVE LOAD (NON -CONCURRENT WITH TOP CHORD LIVE LOAD) 10 PSF WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND DE51GN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A IREG15TEIRED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRU55 TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. 26. PLYWOOD AND OSB SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL 11, EXTERIOR GLUE IN CONFORMANCE WITH DOC PSI AND DOC P52. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 21. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN DIRECT CONTACT WITH SOIL SHALL BE PRESSURE -TREATED WITH ALKALINE COPPER QUATERNARY (ACQ). ALL WOOD MEMBERS (INCLUDING PLATES) IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRE55URRE-TREATED WITH SODIUM BORATE (55X). ALL METAL CONNECTORS IN CONTACT WITH 'ACQ' PRESSURE -TREATED LUMBER SHALL BE TYPE 304 OR 316 STAINLESS STEEL. THIS INCLUDES WASHERS, SCREWS, NAILS, HANGERS, AND ANY OTHER MISCELLANEOUS LT. GAGE METAL CONNECTORS. WHERE ACQ LUMBER 15 USED IN INTERIOR CONDITIONS, G185 ('HOT -DIP' GALVANIZED TO 1.85 OUNCES PER SQUARE FOOT) METAL CONNECTORS MAY BE USED IN LIEU OF STAINLESS STEEL. METAL CONNECTORS 1/2' THICK OR GREATER NEED NOT BE GALVANIZED FOR INTERIOR USE. METAL CONNECTORS 1/2' THICK PLUS ARE TO BE GALVANIZED FOR EXTERIOR USE, UNLESS SPECIFIED OTHERWISE BY THE ARCHITECT. 28. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE 'STRONG -TIE' BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO.C-2021. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC 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 A5TM A301. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'U' SERIES JOIST HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "HU" SERIES JOIST HANGERS. ALL TRIPLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'HU" SERIES J015T HANGERS. 29. HOLDOWN5 CALLED OUT BY LETTERS 'HDU', AND 'HD', ARE MANUFACTURED BY THE SIMP50N COMPANY, AS SPECIFIED IN THEIR CATALOG NO.C-2021. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. EACH 51MP50N HOLD-DOWN SHALL BE BOLTED TO A MINIMUM OF (2) STUDS. SEE SCHEDULE ON PLANS FOR FURTHER STUD REQUIREMENTS. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER ALL HOLDOU.N5 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. 30. WOOD FRAMING NOTES-- THE FOLLOWING APPLY UNLESS OTHERWISE 5H0U.N ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL 1UILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORRM TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 X 4 STUDS a IV O.C. AT INTERIOR WALLS AND 2 X 6 a IV O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 X 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS LESS THAN OR EQUAL TO 8' IN HEIGHT. FOR HEIGHTS Ea', PROVIDE CONTINUOUS SOLID BLOCKING AT 4'-0" OC. ALL STUD WALLS ATTACHED TO CONCRETE FOUNDATION WALLS SHALL HAVE THEIR LOWER WOOD PLATES BOLTED WITH 5/8" DIAMETER ANCHOR BOLTS a 6'-0' O.C. WITH 3' X 3' X 1/4' SQUARE WASHERS OR 3' DIAMETER ROUND WASHERS UNLESS OTHERWISE NOTED. LAYOUT OF WALL PLATES, STUDS, AND ANCHORS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 230815 OF THE 2012 IBC. ALL SILL PLATE PIECES SHALL HAVE A MINIMUM OF TWO ANCHOR BOLTS EMBEDDED INTO CONCRETE, WITH THE FIRST ANCHOR BOLT LOCATED NOT MORE THAN 12'' FROM THE END OF THE PLATE, AND NO CLOSER THAN 4" TO THE END-ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 12' O.C. STAGGERED. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF 13UILTisUP POSTS SHALL BE NAILED TO EACH OTHER WITH 16D a 12' O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 1' O.C. USE 5D COOLER NAILS FOR 1/2' GWB AND 6D COOLER NAILS FOR 5/8' GWB. USE 011 GAUGE, 1-3/4' LONG,1/16' HEAD, DIAMOND POINT, GALVANIZED NAILS FOR EXTERIOR SHEATHING. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN ONE-HALF OF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING a 8' O.C. AND SOLID BLOCKING AT ALL BEARING POINTS. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16D NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMP60N METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16D a 12' O.C. STAGGERED. UNLESS OTHERWI5E NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8D NAILS a 6' O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS A5 SHOWN ON PLANS AND a 12' O.C. (10' O.C. AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN ROOF JOI5T5/TRU55E5 AT UNBLOCKED ROOF SHEATHING EDGES OR PROVIDE SOLID BLOCKING. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS, INSTALL FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. TOENAIL BLOCKING TO PLATE WITH 16D a 12' O.C. OR (2)16D EACH END AT SUPPORTS UNLESS OTHERWISE NOTED. AT UNBLOCKED DIAPHRAGMS, ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS AT UNBLOCKED EDGES OR SHALL BE SUPPORTED WITH SOLID BLOCKING. D. NAILING: MINIMUM NAIL DIAMETER AND LENGTH SHALL BE AS FOLLOWS: NAIL SIZE ON DRAWINGS OR DETAILS DIAMETER AND LENGTH SHEATHING NAILS 8D 0,131" X 2 ''/a' 10D 0.148'' X 2 ''/z' FRAMING NAILS 8D 0,131'' X 2 ''/z' 10D 0.148'' X 3" 16D 0.161" X 3 ''/z' NO CYCLE 2� CORRECTIONS ON STRUCTUAL SHEETS I.L. GROSS STRUCTURAL ENGINEERS 23914 5Gth Avenue W. — Suite 200 Mountlake Terrace, WA 98043-52G3 Ph; (20G) G23-07G9, (425) G40-7333 www.ilgro55.corn Martinez ADU 21916 93rd PI W Edmonds, WA 98020 O A Mq RT Q�oE WAsy�ti/��` 0p 43197 �FGISTER�-� t 0NAL�� DESIGNED V"R DRAWN KMH CHECKED VM DATE 013/14/2023 JOB NUMBER 09.21.23 Permit Submtl Set GENERABESUB STRUCT 1= oD4 DEVELOPMENT SERVICES NOTES DEPARTMENT JUKISUIGI IUN 51 AMF' S100 Q M i (3) EQUAL SPACES OUTSIDE F.O. FTG - - a-- - - -� - O- -G- r------- - - - - - - - - - - - - - - -- 1 4'-0" OC INSIDE F.O. FTG ao L I (3) Ea. SPACES 0 _ ' INSIDE P.O. FTG 0 4/53.0 LU �o II 2/53D 4'-0" OC INSIDE P.O. FTG L— — — — — — — -- — — — — — — — — — — — --J RAT SLAB ON GRADE PER PLAN NOTE 03 - I (3) EQUAL SPACES OUTSIDE P.O. FTG PLAN NM 1. O INDICATES 2" � SCHEDULE W PIN PILE DRIVEN TO REFUSAL 2. INDICATES NEW FOOTING PER DETAILS 3. PROVIDE NEW 4" CONCRETE RAT SLAB ON GRADE w/ 6x6 - W2.1 x 2.1 W.WM., U.ON. 4. SEE SHEET $3.0 FOR TYPICAL CONCRETE DETAILS 12" - - - -�—� (2) Ea. SPACES I L-12" NEW FOUNDATION/PILE PLAN SG.ALE: 1/4" = 1'-0" 0 4' 8' I.L. GROSS STRUCTURAL ENGINEERS 23914 5Gth Avenue W. — Suite 200 Mountlake Terrace, WA 98043-5263 Ph: (206) 623-0769, (425) G40-7333 wwwAi I.055.com Martinez ADU 21916 93rd PI W Edmonds, WA 98020 o A MART f� pF WASy� � �,, . 43197 0NAL� DESIGNED V'4 DRAWN KMN CHECKED V'1 DATE MA412023 JOB NUMBER 09.21.23 Permit Submtl Set RESUB Feb 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOUNDATION/ PILE LAYOUT PLAN JURISDICTION STAMP S200 V11 M III *404 +� PLAN NM DBL. LSL JOIST, TYP. e - - - - - - - - - - T II I 2x6 2 �I 5/S3 0 I I 2x6 I I I I I I I L---------� 1. NEW FLOOR DIAPHRAGM SMALL BE 3/4" CDX PLYWOOD WITH MIN. PANEL INDEX OF 32/16, NAILED WITH 0.148 x 3" NAILS AT: 6"oc AT ALL DIAPHRAGM BOUNDARIES AND SMEAR WALLS 6"oc AT ALL PANEL EDGES (BLOCKING REQUIRED) 12"oc AT FIELD PROVIDE MINIMUM 3x4 BLOCKING AT ALL PANEL EDGES 2. INDICATES SHEAR WALL PER SHEAR WALL SCHEDULE 10/64.0 WX 3. VINDICATES SIMPSON HOEDOWN OR OTHER REQUIREMENT PER PLAN + — INDICATES THE NUMBER OF END STUDS OR BEARING STUDS REQUIRED AT END OF WALL. PROVIDE MIN (2) BEARING STUDS BELOW ALL BEAMS AND HEADERS, AND TWO FULL HEIGHT STUDS AT END OF ALL SHEAR WALLS 4. INDICATES SPAN DIRECTION AND EXTENT OF FLOOR JOISTS. PER PLAN. PROVIDE Oka" TJI 230,9 16"oc JOISTS U.ON, 5. INDICATES BEAM OR HEADER PER PLAN. PROVIDE MIN. w/ LSL lie x 111/a TYP AT FLOORS PROVIDE MIN (2) END STUDS TO SUPPORT NEW BEAMS AND HEADERS 6. SEE SHEET 54.0 FOR TYPICAL WOOD FRAMING DETAILS 1. INDICATES CONCRETE WALL AND FOOTING 8. SEE 20/64.0 FOR TYPICAL HANGER SCHEDULE 9, CONTRACTOR SHALL NOT DRILL THRU SHEAR WALL END STUDS OR BEAM SUPPORTS FOR MECHANICAL PENETRATIONS. le. SEE DETAIL 11/53.0 FOR HOEDOWN ANCHOR BOLTS 11. SEE DETAIL 12/53.0 FOR TYP ANCHOR BOLT EMBEDMENT 12. SEE SHEET 53.0 FOR TYPICAL CONCRETE DETAILS 13. EXISTING 6" CONCRETE SLAB ON GRADE TO REMAIN. i i I ------------------- � I I I I I I I I I LOWER. FLOOR PLAN SG.ALE: 1/4" = 1'-0" 0 4- 8' 5" WALKWAY SLAB w/ *3 a 16" OC, E.W. PROVIDE CONTROL JOINTS a 6'-0" OC, TYP, I I I I I I I I I I I I I I I I I I I I D ROOM � � � EX GARAGE I I I I I I I I I I I I I I I I I I ------------------------j I EX LIVING ROOM — — — — — — — — — — — — — — — — — — — — I I.L. GROSS STRUCTURAL ENGINEERS 23914 5Gth Avenue W. — Suite 200 Mountlake Terrace, WA 98043-5263 Ph: (206) 623-0769, (425) G40-7333 www.ilgross.com Martinez ADU 21916 93rd PI W Edmonds, WA 98020 o A MART f� pF WASy� 43197 iS�ONAL� DESIGNED V"I DRAWN KMN CHECKED V"t DATE MA412023 JOB NUMBER 09.21.23 Permit Submtl Set RESUB Feb 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LOWER FLOOR FRAMING PLAN JURISDICTION STAMP S201 UJ6 f � �--------fir � LJ II NEW I I MASTER _ BEDROOM i i r I II I U I II I II ON PLAN NOTES 1. NEW FLOOR DIAPHRAGM SHALL BE 3/4" CDX PLYWOOD WITH MIN. PANEL INDEX OF 32/16, SCREWED WITH 51MP50N W5Y *3 x 2" SCREWS AT: 6"oc AT ALL DIAPHRAGM BOUNDARIES AND SHEAR WALLS 6"oc AT ALL PANEL EDGES (BLOCKING REQUIRED) 12"oc AT FIELD PROVIDE MINIMUM 3x4 BLOCKING AT ALL PANEL EDGES RIP EX. JOISTS DOWN TO 91i2" THI5 AREA ONLY II I I II I I u II >I I 10/54.1 1 I I TYP. �Ii ,1 < YO� 5��'f 2. 4^� INDICATES SHEAR WALL PER SHEAR WALL SCHEDULE 10/64.0 3. +--INDICATE5 51MP50N HOLDOWN OR OTHER REQUIREMENT PER PLAN + INDICATES THE NUMBER OF END STUDS OR BEARING 5TUD5 REQUIRED AT END OF WALL. PROVIDE MIN (2) BEARING STUDS BELOW ALL 5EAM5 AND HEADERS, AND TWO FULL HEIGHT STUDS AT END OF ALL SHEAR WALLS 4. INDICATES SPAN DIRECTION AND EXTENT OF FLOOR J015T5, PER PLAN, PROVIDE 91i2" TJI 210 6 16"oc J015T5 U.ON, 5. INDICATES BEAM OR HEADER PER PLAN. PROVIDE MIN. w/ (2) 2x10 TYP AT FLOORS PROVIDE MIN (2) END STUDS TO SUPPORT NEW BEAMS AND HEADERS 6. 5EE SHEET 54.0 FOR TYPICAL WOOD FRAMING DETAILS 7. INDICATES WALL BELOW 8. 5EE 20/54-0 FOR TYPICAL HANGER SCHEDULE 9. CONTRACTOR SHALL NOT DRILL THRU SHEAR WALL END STUDS OR BEAM 5UPPORT5 FOR MECHANICAL PENETRATIONS, 10. PROVIDE GAP E FRAMING CLIP AT TOP OF ALL INTERIOR WALLS PERPENDICULAR TO NEW FLOOR JOISTS PER 12/54.1 n - - - -- -- -- -- -- --_-_-_ IF - - - - - - - - - - - - - - - - II II II II F-------- -� I II II I II n j ILJ U II II Li II II � I II I II II II H II I °II rl i II II II L-- -- -- - - - - - - — — — — — — - - - - - - - - - - II — — — — — — UPPER FLOOR FRAMING; PLAN SCALE: 1/4" = 1'-0" 0 4- 8' ------------ I.L. GROSS STRUCTURAL ENGINEERS 23914 5Gth Avenue W. — 5uite 200 Mountlake Terrace, WA 98043-52G3 Ph: (20G) G23-07G9, (425) G40-7333 www.ilgross.com Martinez ADU 21916 93rd PI W Edmonds, WA 98020 O A MART Q�oE WAsy�ti/��` o 43197 �FGISTER�-� iS�4N AL �� DESIGNED `M DRAWN KMH CHECKED YM DATE 09/14/2023 JOB NUMBER 09.21.23 Permit Submtl Set RESUB Feb 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT UPPER FLOOR FRAMING PLAN JURISDICTION STAMP S202 PLAN NM8 1, NEW ROOF DIAPHRAGM SHALL BE 1/2" CDX PLYWOOD w/ MIN. PANEL INDEX OF 24/0, WITH 0.131'' x 2.5" NAILS AT: 6"oc AT ALL DIAPHRAGM BOUNDARIES AND SHEAR WALLS 6"oc AT ALL SUPPORTED PANEL EDGES (UNBLOCKED) 12'oc AT FIELD 2. E _ _ -1 INDICATES WALL BELOW, SEE 52.2 8 10/54.0 FOR SHEAR WALL LOCATIONS 3, INDICATES BEAM OR HEADER PER PLAN. PROVIDE MIN. (2) 2x8 AT ROOF. PROVIDE MIN (2) END STUDS TO SUPPORT NEW BEAMS AND HEADERS 4. INDICATES PRE-MANUF. TRUSSES -@ 24'' oc 5. SEE 4.0 FOR TYPICAL WOOD FRAMING DETAILS 6. SEE 3/4.1 FOR TYPICAL DETAIL OF TRUSSES OVER NON -BEARING WALLS. ROOF FRAMING; PLAN SCALE: 1/4" = 1'-0° EX GARAGE BELOW NOT SHOWN I.L. GROSS STRUCTURAL ENGINEERS 23914 5Gth Avenue W. — Suite 200 Mountlake Terrace, WA 98043-52G3 Ph: (20G) G23-07G9, (425) G40-7333 wwwAi ross.com Martinez ADU 21916 93rd PI W Edmonds, WA 98020 O A MART Q�oE WAsy�ti/��` 43197 �FGISTER�-� iS�4N AL �� DESIGNED `M DRAWN KMH CHECKED YM DATE 09/14/2023 JOB NUMBER 09.21.23 Permit Submtl Set RESUB Feb 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ROOF FRAMING PLAN JURISDICTION STAMP S203 REINFORCING SPLICE ANZ) DEVELOPMENT LENGTH SCHEC>ULE (For Grade (K Uncoated Bars, Normal Weight Concrete) MINIMUM STRAIGHT DEVELOPMENT LENGTH ( gd ) BAR SIZE f 'c = 3000 PSI TOP BARS OTHER BARS # 3 2211 1111 04 2911 2211 # 5 31" 2811 # 6 4411 3311 "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12'' DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER IS NOT GREATER THAN THE DIAMETER OF THE BAR OR THE CENTER TO CENTER SPACING IS NOT GREATER THAN 3 BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 43%. II MINIMUM LAP SPLICE LENGTHS �s BAR SIZE f 'c = 3000 PSI TOP BARS OTHER BARS # 3 29" 2111 #4 3811 2111 # 5 4811 3411 # 6 5811 4111 SPLICES IN HORIZONTAL REINFORCING SHALL NOT OCCUR IN BOTH CURTAINS OF REINFORCING AT THE SAME LOCATION. MINIMUM EMBEDMENT LENGTHS (1dh) FOR STANDARD END HOOKS A. for general uses: BAR SIZE f 'c = 3000 PSI # 3 � #4 911 # 5 II" # 6 1311 I. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 21/2" 2. END COVER FOR 90° HOOKS MUST BE EQUAL TO OR GREATER THAN 2" 3. 90' HOOKS ONLY 6 ANCHOR BOT DIA. 'D' (CAP.) MINIMUM EMBEDMENT DEPTH (Le) INTO 6" 5TEM INTO 8" STEM INTO MIN. 16" WIDE FTG. 5l8" (5k k) 1411 1211 911 3/4'' (11k) 2011 1411 911 1/8'' (10.1k) N/A 24" 11" 1" (14.1k) N/A N/A 18" 1 1/8" (20.1k) N/A N/.A 20" HOLDOWN EMBEDMENTS LISTED ARE BASED ON THE ALLOWABLE CAPACITIES DEVELOPED IN CONCRETE WALLS WITH TYPICAL REINFORCING SPACED NOT MORE THAN 18" ON CENTER ANCHOR CAPACITIES SHOWN ARE FOR HEAVY HEX HEAD TYPE BOLTS CONFORMING TO ASTM F1554, GRADE A3(o OR A301. ALTERNATE ANCHORTYPES MAY BE ALLOWED, BUT MAY REQUIRE EMBEDMENTS GREATER THAN THOSE SHOWN. PRE-ENGINEERED ANCHORS SUCH AS 'SSTB' AND 'PAB' ANCHORS MANUFACTURED BY 6IMP50N STRONG TIE, ARE ALLOWED PROVIDED THEY HAVE CURRENT [CC REPORTS FOR CAPACITIES GREATER THAN OR EQUAL TO THOSE LISTED. PRE-ENGINEERED ANCHORS SHOULD BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. HOLDOUJN ANCHOR BOLT EMBEDMENT SCHEDULE HOLDM MC} M SCHEDULE SHEAR WALL ABOVE CALLouT A.B. SIZE CAPACITY lKi s) PER PLAN - H D U2 5/8"O A.B. 2.62 HDU4 A.B. 4,113 HDU5 /8"0 A.B. 5.43 HDU8 1/8110 A.B 835 HDUII 1"0 AB 1111 HOLDOWNS SPECIFIED ON PLANS ARE MANUFACTURED BY 5IMP50N STRONG TIE, INC. UNLESS OTHERWISE NOTED. CAPACITIES ARE BASED ON THE MOST RECENT CATALOGUE AND ICC REPORTS FOR THE MODELS LISTED. ALTERNATE HOLDOWN ANCHORS MAY BE SUBSTITUTED AT THE CONTRACTOR OR OWNER'S OPTION, PROVIDED THEY ARE APPROVED BY THE ENGINEER OF RECORD AND HAVE A CURRENT ICC REPORT STATING THEIR CAPACITY MEETS OR EXCEEDS THE DESIGN CAPACITY LISTED ABOVE. DESIGN CAPACITIES ARE BASED ON Douglas Fir FRAMING LUMBER AS STATED IN TEH GENERAL STRUCTURAL NOTES, SUBSTITUTING ALTERNATE LUMBER GRADES MAY CAUSE HOLDOWNS AND THEIR CONNECTIONS TO FAIL AT LOWER CAPACITIES THAN THOSE DESIGNED FOR SEE DETAILS F WALL 4 FTG REINFORCING 2 PILE PLACEMENT AT PROPERTY LINE FTG ALIGN EXACTLY DEMO TOP OF NEW SHEATHING STEM WALL AS PER PLAN REQ'D NEW 3/4" SUB FLOOR PANEL NEW BLKGJIa 48"oc — I o/ EX. SLAB NEW JOISTS a ° ° PER PLAN EX, SLAB ON PT (2) 2x12 LEDGER °. GRADE w/1/2"4, x 61/2" TITEN EX. WALL HD 6 3'-0" OC � aa. 4 FOOTING RAT SLAB PER PLAN Wd a ° illoo X�X X� a . �X — ,' 04x24"1@18''OC DRILL 4 EPDXY 4" SLOPE SLAB DO NOT TO BOTT. OF EXCAVATE EX. FTG AS ,� 1 BELOW THIS LINE SHOWN 1 7 ADEQUATE THREAD EXTENSION MBEI)MENT LENGTH FOR ATTACHMENT OF ALL 01 INTO CONCRETE OR MATERIALS MASONRY (SEE NOTE) STD. HEX NUT Q D 3D TYPICAL ANCHOR BOLTS 4 3x PT PLATE AT FDN PER SHEAR WALL SCHEDULE GONG. STEM WALL PER PLAN 4 SECTIONS ---, PROVIDE (2) VERT 90% HOOKED DOWELS WITHIN b" OF HOLDOWN ANCHOR BOLT. FOUNDATION SIZE 4 REINF, PER PLAN 4 SCHEDULE BOLT DIA. MINIMUM EMBEDMENT ANCHOR BOLTS IN HORIZ. SURFACE ANCHOR BOLTS IN VERT. SURFACE 1/2 11 511 �II 1/81, 511 �II 3/4 11 511 I I NOTE: ANCHOR BOLT EMBEDMENT IN VERTICAL SURFACE APPLIES TO CONCRETE ONLY. TYP. ANCHOR BOLT MULTI -STUD PACK AND HOLDOWN AT WALL END PER PLAN TYP. RIM JOIST or BLOCKING AT FLOOR PER PLAN SEE DETAILS F WALL 4 FTG REINFORCING PILE PLACEMENT AT CENTERED FTG NAILING PER PLAN SHEAR OR BEARING TYPICAL PT 3x8 WALL PER PLAN SILL PLATE AT PLYWOOD SHIM AS REQ'D TOP OF CONC. WALL SHEATHING PER PLAN (2) # 4 TOP CONT PER ARCH'L • b" MIN IRRE ADD'L # 4 JOIST PER PLAN 19 ANCHOR X #4612"OC 0 5xL's16"OC all #4616"OC RAT SLAB PER PLAN (3) # 4 CONT, NOTE: SEE 2/53.0 FOR PILE PLACEMENT IN FOOTING 2-0" 01 01 STEM WALL WITH PERPENDICULAR FRAMING PROVIDE (2) # 4 TYP. AT ENDS CORNER BARS TO CORNER BARS TO MATCH EXTERIOR MATCH CROSS WALL HORIZ. REINF. HORIZ. REINF. (alt. hooks) ADDITIONAL/ PROVIDE STD, VERT, BARS 180° HOOK (a It. hook direction) CROSS WALL 12 TYPICAL CORDER AND END BAR ARRANGEMENT AT CONCRETE WALLS z_ z �y C) r-��ot �C�W � =- MIN. (2) 0 4 x 40" HORIZ. BARS AT HOLDOWN ANCHOR SECTION At HOLDOWN to FOUNDATION 17 SEE PLAN FOR SLAB THICKNESS AND REINFORCING. (TYP.) SAWCUT 1/8" x 11/2" CONTROL JOINT C60.40. C6 C6 Qs °.; `b :Oa.. ° .°. �:: °�.:OR.. ° .°p... CUT ALT. WIRES PLASTIC VAPOR BARRIER AT JOINT AND COMPACTED GRANULAR FILL PER SOILS REPORT CONTROL JOINT 3 SEE DETAILS FOR WALL 4 FTG RE IA IFOb/` SHEAR or BEARING WALL WHERE OCCURS PER PLAN II 'LAN !IN PILE PLACEMENT AT INTERIOR FTG NAILING PER PLAN SHEAR OR BEARING TYPICAL PT 3x8 WALL PER PLAN SILL PLATE AT PLYWOOD SHIM AS REQ'D TOP OF GONG. WALL SHEATHING PER PLAN (2) # 4 TOP CONT PER ARCH'L • 6" MIN ADD'L # 4 JOIST PER PLAN 19 ANCHOR BLOCKING PER MANUR (TWO JOIST BAYS) o 5x 16"OC #4-912"OG 8'1 #4 .9 I6" OC RAT SLAB PER PLAN (3) # 4 CONT. NOTE: SEE 2/53.0 FORulffm PILE PLACEMENT IN FOOTING 711 2'-011 811 9 STEM WALL WITH PARALLEL FRAMING FIN, GRADE (1) # 4 CONT. TOP 4 BOT, 13 PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES, JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. 2411 # 4 x I @ 24"oc SEE PLAN FOR SLAB THICKNESS AND REINFORCING. (TYP.) SHEAR or BEARING WALL WHERE OCCURS PER PLAN SHEATHING LSL 13/4 RIM JOIST PER PLAN JOISTS SHEAR or PER PLAN BEARING WALL TO MATCH WALL CLIPS PER ABOVE, TYP. SW SCHEDULE I.L. GROSS STRUCTURAL ENGINEERS 23914 5Gth Avenue W. — Suite 200 Mountlake Terrace, WA 98043-5263 Ph: (206) 623-0769, (425) G40-7333 www.ilgross.com IIIE�II � IIE�III N NOTE: SEE 4/53.0 FOR (3) # 4 PILE PLACEMENT IN BOTTOM 4 FOOTING I # 4,6 IS"oc 5 NAILING PER PLAN SHEAR OR BEARING WALL PER PLAN TYPICAL PT 3x8 SILL PLATE AT PLYWOOD SHIM AS REQ'D TOP OF CONC. WALL Martinez ADU SHEATHING PER PLAN (2) # 4 TOP CONT PER ARCH'L • 6" MIN # JOIST PER PLAN ADD'L 4 9 ANCHOR #4-912"OC 8" #4-916'OC 5xL 16"OC ALTERNATE RAT SLAB HOOKS PER PLAN x x x x x (3) # 4 CONT. NOTE: SEE 3/53.0 FOR PILE PLACEMENT IN 2'-0"77 FOOTING 1 0 STEM WALL WITH PERPENDICULAR FRAMING �:... °C6.00 PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN. TYPICAL TURNED DOWN SLAB EDGE SECOND POUR SEE PLAN FOR SLAB THICKNESS AND REINFORCING. (TYP.) TYPICAL SLAB ON GRADE JOINTS FIRST POUR 14 BURKE "KEYKOLD" JOINT. STOP REINF.1" CLEAR OF JOINT EA. SIDE. w/ 1/8" REVEAL JOINT 0 o . �.0 00, Qs: :Oa.. ° .°. �:: °..:oa.. ° .°O... PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER SOILS REPORT CONSTRUCTION JOINT 19 1 MAX. 6 OFFSET 4d or 1 1/2" MIN. NEW CONCRETE FOUNDATION WALL PER PLAN AND 18/63.0 REINF, PER GENERAL NOTES FOR STIRRUPS 4 TIES BAR D # 3 1 /2 11 04 211 # 5 21/211 # 6 4/2" # 1 5/411 # 8 (11 LEGEND d = BAR DIAMETER p = lea FOR #3 THRU #8 D = 10a FOR #1 THRU #Il z 2V 0 FOR REIN. BARS RIEBAR BENDING SCHEDULE 15 PROVIDE #4 x 30" DOWEL -9 12" OC DRILL 4 EPDXY 31/211 `4, WALL, TYP. z FOUNDATION I AN PROVIDE (2) 05 x 30" NEW FOOTING DOWELS ,9 8" GAUGE CENTERED IN FTG, PER PLAN DRILL 4 EPDXY 8" INTO EX. FOOTING, TYP. NEW FOUNDATION CONNECTION TO EXISTING CONCR ETE2 0 21916 93rd PI W Edmonds, WA 98020 o A MART f� pF WASy� O 43197 '�FGISTEw� iS�0NAL� DESIGNED VM DRAWN ICMN CHECKED VM DATE MA412O23 JOB NUMBER 09.21.23 Permit Submtl Set RESUB Feb 27 2024 CITY OF EDMONDS TYPICAL DEVELOPMENT SERVICES DEPARTMENT CONCRETE DETAILS JURISDICTION STAMP S3mO SCHEDULE STUD TO STUD NAILING SCHEDULE NAILING TYPE LEVEL TYPE 1 TYPE 2 SECOND 16d -9 12 "o.c. 16d 1@ 6 "o.c. FIRST 16d -9 12"o.c. 16d 1@ 6"o.c. EDGE NAIL PER SHEAS sr_ui=�ul � EDGE NAILING PER SHEAR WALL SCHEDULE TYPE I NAILING INTERIOR WALL COMER EDGE NAILING PER SHEAR WALL SCHEDULE TYPE 2 NAILING VARYING WALL SIZE BEAM PER PLAN SIMPSON ECCQ CAP AS REQUIRED TO FIT BEAM. EPBZ P05T CAP OK AT BEAMS 412 OR SMALLER P05T OR STUD PACK PER PLAN BEAM TO POST BELOW CONNECTION -END CONDITION'1 BEAM EACH SIDE BEAM PER PLAN WHERE OCCURS J SIMPSON HANGER PER SCHEDULE 20/64.0 16 NOTES: 1. WHERE NO STUD TO STUD NAILING 15 INDICATED, NAIL STUDS TOGETHER WITH 16d 9 12"o.c. . 2. ADDITIONAL STUDS REQUIRED AS NAILER5, ETC. ARE NOT SHOWN. 3. SEE SHEAR WALL SCHEDULE FOR SHEATHING NAILING REQUIREMENTS. 4. SEE PLAN NOTES FOR STUD 51ZE AND SPACING. (VERIFY WITH ARCHITECTURAL) TYPE 2 NAII TYPICAL WALL CORNIER EDGE NAILING PER SHEAR WALL SCHEDULE EDGE NAILING PER SHEAR WALL SCHEDULE TYPE 1 NAILING (8)16d a 4"oc STAGGERED AT EACH SIDE OF SPLICE OF VERT. STUD (TYP.) 16d 6 12 "oc STAGGERED ELSEWHERE TYPICAL TOP PLATE SPLICE 3 SECTION VIEW HARING WALLS STUD SIZE MAX. D, (NOTCH) MAX. D2 (NOTCH) 2x4 4 3x4 3/411 1 i/411 2x6 1 1/411 2 1/411 2x8 1 3/411 3" STUD 51ZE AND SPACING PER PLAN AND DETAIL GLR. MIN. NON -BEARING WALLS STUD SIZE MAX. D, (NOTCH) MAX. D2 (NOTCH) 2x44 3x4 11/411 211 2x6 2 1/411 3 1/411 2x8 3" 4 1/ 11 INTERIOR WALL TO EXTERIOR WALL NOTE: HOLE AND NOTCH SIZE FOR NON -BEARING WALLS MAY BE USED FOR BEARING WALLS IF REQUIRED NUMBER OF STUDS ARE DOUBLED. THIS MAY 7 ONLY BE USED AT TWO CONSECUTIVE STUDS IN ANY ONE WALL. ALLOWABLE HOLES 4 NOTCHES IN STUDS 8 EXTERIOR WALLS BEAM PER PLAN FOR 6" WALLS (MAX. 64'' HIGH): 2x6 STUDS Q 16"oc, DF COSTR GRADE FOR 6" WALLS (MAX. 13' HIGH): 2x6 STUDS 9 12"oc, DF COSTR GRADE FOR 6" WALLS (MAX. 20' HIGH): 2x6 LVL STUDS 6 16"oc FOR 8" WALLS (MAX IV HIGH): 2x8 STUDS 6 1(Voc, DF CONSTR. GRADE SIMPSON CCQ COLUMN CAP AS REQ'D TO FIT BM PBZ CAP OK AT 412 AND SMALLER POST BELOW PER PLAN TYPICAL BEAM TO POST BELOW CONNECTION PER PLAN TEE) PC6Z CAP -AM BEAM PER PLAN POST TO BEAM BELOW CONNECTION INTERIOR WALLS FOR 4" WALLS (MAX. 10' HIGH): 2x4 STUDS -9 16"oc, DF CONSTR. GRADE FOR 4" WALLS (MAX.13' HIGH): 2x4 STUDS 6 12"oc, DF No I GRADE FOR 6" WALLS (MAX. 13' HIGH): 2x6 STUDS s 16 "oc, DF CONSTR. GRADE REFER TO ARCHITECTURAL DRAWINGS FOR REQUIRED DEPTH OF STUD WALLS, INDIVIDUAL STUD SIZES, GRADES AND SPACING SHOWN IN SCHEDULE ABOVE APPLY U.ON. ALL MAXIMUM HEIGHTS ARE TO BRACING POINTS OF STUD WALL TOP PLATE, I.E. BOTTOM OF RAFTERS, ROOF TRUSSES, OR BRACING FRAMING MEMBER 2 TYPICAL WALL FRAMING SCHEDULE 13 It I PIPE / PLATE PENETRATION AT fiE PENETRATION DBL. TOP PLATE GREATER THAN 11/211� INSTALL SIMPSON 5T 2122 STRAP BOTH SIDES STUDS PER PLAN' 17 TYPICAL TOP PLATE PENETRATION 18 LABEL APA RATED SHEATHING (1) (2) (4) (13) (14) NAIL SIZE 4 SPACING ,@ EDGES (4) (5) (11) STUD 4 BLOCKING SIZE AT ADJOINING EDGES (3) (6) (15) RIM JOIST OR BLOCK CONNECTION TO TOP PLATE (1) (8) (9) 2 ATBTACHMEN?ATE SILL PLATE ATTACHMENT (ll) PLF CAPACITY (ASD) ANCHOR BOLT TO CONCRETE BELOW (11) (16) NAILING TO WOOD BELOW (10) W6 15/32" ONE SIDE 0.148 x 3" 6"oc 2X CLIP -9 20" oc 0.148 x 31/4" IT 6"oc 5/8" 0 -9 48"oc 310 W4 15/32" ONE SIDE 0.145 x 3" 4"oc 3X CLIP s 12" oc 0.148 x 31/4'' 6 4" oc 5/8" 0 -9 40"oc 460 W3 15/32" ONE SIDE 0.148 x 3" 3"oc 3X CLIP -9 10'' oc 0.148 x 31/4" -9 3"oc 5/8" 0 -9 32"oc 600 W2 15/32" ONE SIDE 0.148 x 3'' a 2"oc 3X CLIP,9 8" oc 0.148 x 31/4" a 21/2"oc 5/0" 0 -9 24"oc 169 2W4 (2) 15/32" TWO SIDES 0.148 x 3" 6 4"oc 3X CLIP -9 6" oc (2) 0.148 x 31/4'' 6 3"0 5/5" 0 -9 20"oc 921 2W3 (2) 15/32" TWO SIDES 0.148 x 3" ,9 3"oc 3X A35 CLIP 6" � oc (2) 0.148 x 3�/4" � 3"oc 5/0" 0 .9 16"oc 1200 2W2 (2) 15/32" TWO SIDES 0.148 x 3" 6 2"oc 3X H6LQ31-51)52.5 '@10oc (2) 0.148x31/4" a 21/2"oc 5/8" 0 Q 12"oc 1539 NOTES: (1) INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. INSTALL PANELS DIRECTLY TO WALL STUDS. WHERE EDGE NAIL SPACING IS LESS THAN 6"oc, STAGGER ADJOINING PANEL EDGE NAILS (2) WHERE SHEATHING 15 APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x OR 3x FRAMING SHALL BE STAGGERED 50 THAT JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. (3) BLOCKING 15 REQUIRED AT ALL PANEL EDGES (4) PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY EXTERIOR OF THE BUILDING, CORRIDORS, WINDOWS, OR DOORWAYS OR AS DESIGNATED ON PLANS. SEE PLANS FOR HOLDOWN REQUIREMENTS. (5) SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLDOWN POSTS. REFER TO THE HOLDOWN DETAILS FOR ADDITIONAL INFORMATION. (6) INTERMEDIATE FRAMING TO BE WITH 2X MINIMUM MEMBERS. FIELD NAILING 12" O.C. (1) FRAMING CLIPS: A35 OR LTP5 OR APPROVED EQUIVALENT, U.ON., INSTALL LTP5 CLIP WITH LONG LEG HORIZONTAL. (0) A35 AND LTP5 CLIPS TO BE INSTALLED WITH 0.131 x 21/2" NAILS WHERE INSTALLED OVER SHEATHING. H5LQ31-5D52.5 TO BE INSTALLED WITH 1/4"41/2" 5D5 SCREWS DIRECTLY TO FRAMING. PROVIDE DOUBLE JOIST, RIM OR EQUAL WHERE H5LQ31-5D52B ARE SPECIFIED (9) SILL PLATES AT FOUNDATION TO BE 3x U.O.N. (10) WHERE PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM OR EQUAL. ATTACH PER DETAILS. (11) ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHERS 1/4"X3"X3", EMBED ANCHOR BOLTS 1" MINIMUM INTO THE CONCRETE. (12) PRESSURE TREATED MATERIAL CAN CAUSE EXCE551VE CORROSION IN THE FASTENERS. PROVIDE HOT -DIPPED GALVANIZED (ELECTRO-PLATING 15 NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS ALTERNATE NOTES (13)1/16" APA RATED SHEATHING (OSB) MAY BE USED IN PLACE OF 15/32'' SHEATHING PROVIDED THAT ALL STUDS ARE SPACED AT 16" O.C. (14) WHERE WOOD SHEATHING (W) 15 APPLIED OVER GYPSUM SHEATHING (G), CONTACT THE ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS. (15) AT ADJOINING PANEL EDGES, (2) 2X STUDS NAILED TOGETHER MAY BE USED IN PLACE OF A SINGLE 3X STUD. DOUBLE 2X STUDS MAY BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING. (1(o) CONTACT THE ENGINEER OF RECORD FOR ADHESIVE OR EXPAN51ON BOLT ALTERNATIVES TO CA5T-IN-PLACE ANCHOR BOLTS. (SPECIAL INSPECTION MAY BE REQUIRED) (11) MINIMUM NAIL LENGTH 15 BASED ON REQUIRED PENETRATION INTO FRAMING MEMBER OF 11/2" SHEATHING PER PL r" SHIM AS REQ'D F, 5HEAHTII NAILING It OF WALL � EXTERIOR FACE I� OF SHEATHING GLU-LAM OR SAW BEAM PER PLAN MULTI -STUD COLUMN HEADER PLACEMENT AT MULTI -STUD SUPPORT BEAM AND J015T N_r-rrr_ r t-r r I ALI J015T HANGERS PER SCHEDULE 20/64.0 It I OF POST d BEAM SHIM AS REQ'D FOR SHEATTING NAILING POST PER PLAN HEADER PLACEMENT POST OR TS COLUMN TYPICAL INTERIOR BEAM SECTION 19 TYP. DOUBLE TOP fE GLU-LAM OR SAWN BEAM PER PLAN OR DOUBLE J015T HEADER PER SCHEDULE BELOW HEADER SCHEDULE U.ON. NON -BEARING WALLS : (2)2x6 BEARING WALLS WHERE NO HEADER 15 CALLED OUT: Lc <3'-6" (2)2x6 Lc <5'-0'' (2)2x8 Lc <1'-0" (2)2x10 TYP. STUDS ro DOUBLE STUD BEARING: NAIL TO STUD IN ACCORDANCE W/ GENERAL NOTES. TYPICAL HEADER U.OX trnic& R SICAMUL.E BEAM SIZE HANGER REQUIRED CAP. (Kips) 2x SAWN RAFTERS LU (OR LUS) SERIES 1.06 (2) 2x10 OR LE55 U210-2 (OR SIM) 126 (2) 2X12 HU212-2 (NAIL ALL HOLES) 2.95 31/2' x 11'/V LVL or P5L HUCQ412-51)5 556 51/441/8" LVL OR PSL HGU65.50/12 9.15 51/sX 12' (OR 101/211) GLB GLT5 8.16 31/Sx12" (OR 101/2") GLB GLT3 8.16 63012" GLB LEG1 163 83/4x 131/211 GLB LEGP 163 83015" GLB MEGP 19.1 1x14'' PSL MEGP 19.1 HANGERS SPECIFIED IN SCHEDULE OR ON PLANS ARE MANUFACTURED BY 51MP50N STRONG TIE, INC. UNLESS OTHERWISE NOTED. CAPACITIES ARE BASED ON THE M05T RECENT CATALOGUE AND ICC REPORTS FOR THE MODELS LISTED. ALTERNATE HANGERS MAY BE SUBSTITUTED AT THE CONTRACTOR OR OWNER'S OPTION, PROVIDED THEY ARE APPROVED BY THE ENGINEER OF RECORD AND HAVE A CURRENT ICC REPORT STATING THEIR CAPACITY MEETS OR EXCEEDS THE DESIGN CAPACITY LISTED ABOVE, DESIGN CAPACITIES LISTED ARE BASED ON Douglas Fir FRAMING LUMBER AS STATED IN THE GENERAL STRUCTURAL NOTES AND GENERAL FLOOR LOADING. 15 I.L. GROSS STRUCTURAL ENGINEERS 23914 5Gth Avenue W. — Suite 200 Mountlake Terrace, WA 98043-5263 Ph: (206) 623-0769, (425) G40-7333 www.ilgross.com Martinez ADU 21916 93rd PI W Edmonds, WA 98020 o A MART f� pF WASy� 43197 �FGISTER�-0 NAIL. � DESIGNED VM DRAWN ICMN CHECKED VM DATE ( A412023 JOB NUMBER 09.21.23 Permit Submtl Set RESUB Feb 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES TYPICAL DEPARTMENT WOOD DETAILS JUK16UIU I IUN 51 AMH 20 I S400 ROOF EDGE NAILING PER PLAN ROOF SHEATHING EX. ROOF FRAMING PER PLAN NOTE ROOF SHEATHING ROOF DIAPHRAGM PER PLAN NOTE EDGE NAILING ROOF DIAPHRAGM NEW ROOF SHEATHING BOUNDARY NAILING PER PLAN NOTE ROOF SHEATHING PER PLAN NOTE BOUNDARY NAILING PER PLAN PER PLAN BLOCKING WITH 2x BLOCKING 6IMP60N LU VENT HOLES HANGER NEW TRUSS PER ARCH'L (2)16d PER PLAN SIMPSON A35 SIMPSON S IMP COMMONS NAILING PER SMEAR PER SCHEDULE CLIP 0 WALL SCHEDULE, TYP. 24"oc MIN. Q 24"oc PLYWOOD TO MATCH FASCIA SHEAR WALL BELOW, TYP. PER ARCH'L ROOF TRUSS GANG NAIL TRUSSES FASCIA 111 PER PLAN PER MFR CONTRACTOR OPTION- PER ARCH'L NEW ROOF TRUSS 2x4 OUTRIGGE 24"oc 2x BLOCKING At EXTEND SHEAR WALL 2x6 FLAT BLOCKING BETWEEN PER PLAN SIMPSON A3S 4"-0' OC STC ROOF TRUSS TO UNDERNEATH SIDE �� TRUSSES a 12 oc FOR W6 AND SIMPSON HI GABLE END CLIP ,@ 24"oc CLIP OF ROOF SHEATHING a 8"oc FOR W4 EA. TRUSS TRUSS HEADER PER PLAN NON -BEARING SHEAR WALL PER PLAN SHEAR WALL INTERIOR STUD AND SCHEDULE SHEAR/BEARING EDGE NAILING WALL 2X6 16"oc w/ TF WALL PER PLAN HANGERS, TYP. HEADER WHERE BRG/SHEAR WALL OCCURS 1 PER PLAN 2 3 4 EX. GABLE END FRAMING 5 TYPICAL EXTERIOR WALL W/ TRUSSES PERPENDICULAR TYP. TRJ55 CONNECTION TO NON -BEARING WALL TYP INTERIOR SUJ UJ/ JOISTS PARALLEL AT ROOF SHEAR WALL TJI BLKG SHEAR WALL PER PLAN AND SCHD PLYWOOD SHEATHING SHEAR WALL PER SCHEDULE g 48" oc SHEATHING NAILING PER PLAN \ PER PLAN PER PLAN AND SCHED. ON 10/54.0 PER PLAN CONNECTOR PLATE ON 10/64.0 NAILING PER SHEATHING EX. FLOOR SHEATHING ROOF SHEATHING TRUSS PER PLAN z z NAILING PER SHEAR WALL _ PER PLAN FLOOR JOISTS PER PLAN PER PLAN 3 X BLOCKING 2x BLOCKING SCHEDULE JOISTS PER PLAN SCHEDULE N ----------------- N 4 — A3S CLIPS PER LU u, _z SW SCHED z 24" BLOCK SOLID UNDER U LU 3/4" CDX PLYWOOD BEAM AS REQ'D SHEAR WALL PER JOIST BEYOND PER PLAN z - - - - - - - - - - -LSL 13/4 RIM. n z FLOOR JOISTS w/ VENT HOLES ROOF TRUSSES PER ARCH'L PLAN AND SCHED BEAM PER PLAN o N z JOIST, CONT. N o — PER PLAN TJI BLKG EX. FLOOR JOISTS PER PLAN (3) STUDS MIN. SIMPSON MT630 X LSL 13/4 RIM. 6 48" OC U.N.O. PER PLAN ONE SIDE REF: ARCH DETAIL 1/A7 JOIST, CONT. HEADER FOR 1-HR PROTECTION HEADER 13/4" LSL RIM FOR BEAM DEPTH < 10", PER PLAN SECTION & NOTES PER PLAN SISTER TO EX. JOISTS PROVIDE 6IMP60N H6 w/0.148 x 3" 6 12" OC OR Ea TOP 4 BOTTOM 6 7 8 9 10 CONTINUOUS RIDGE VENT TYPICAL SEAM TO MULTIPLE STUD CONNECTION TYPICAL PEi�INDICULAR SMEAR WALL FRAMING TYPICAL PARALLEL SHEAR WALL FRAMING MIN. (2) STUDS SHEAR WALL ABOVE AT END OF PER PLAN 8 SCHEDULE SHEATHING PER PLAN SHEAR WALL (SHEATHING OMITTED FOR CLARITY) WEB BLOCKING EA. SIDE PER MFR, FLOOR SHEATHING 2x BOTTOM PLATE PER PLAN 0 OIL EL. PER ARCH'L KN TJI JOISTS � OF SCRAP (TOP OF FLOOR PER PLAN SHEATHING) STC CLIP EA. JOIST, TYP. SIMP50N STRAP BEAM OR WALL PER PLAN HEADER PER PLAN WRAP AROUND NON-BEARING BEAM AS REQ'D INTERIOR STUD WALL TYPICAL HOLDOUIN STRAP CONNECTION 11 TYPICAL TJI CONNECTION 12 13 14 15 AT SEAM / HEADER TO NON SEARING STUD WALL MIN. (2) STUDS AT SHEAR WALL ABOVE END OF SHEAR WALL PER PLAN SHEAR WALL PER PLAN SIMPSON HOLDOWN STRAP PER PLAN SHEAR WALL PROVIDE SOLID BLOCKING PER PLAN AND TYP CDX FLOOR BELOW END OF SHEAR WALL SCHEDULE SHEATHING PER PLAN L SHEATHING PER PLAN FLOOR SHEATHING PER PLAN SHEATHING PER PLAN J Z N IV W O ks) Tz o z STRAP FLOOR JOISTS PER PLAN l DOUBLE JOIST ORIENTATION VARIES FULL DEPTH TJI FLOOR JOISTS TJI JOISTS PER PLAN BLOCKING BLOCKING BTWN JOISTS AS REQ'D PER PLAN. JOISTS MAY BE SPLICED OPENING PER PLAN SHEAR WALL AT STRAP TIE STRAP AT BEAM HEIGHT PER PLAN PER PLAN PER SCHEDULE FIRST FLOOR CONTRACTOR's OPTION HEADER PER PLAN BEAM DROPPED EXTEND BEYOND OPENING LOW PER PLAN ON EACH SIDE 2x_ STUD LSTA SCRAP MULTI. STUDS BEYOND MINIMUM (2) STUDS OPENING. (2) 2x6 STUDS AT HOLDOWN STRAP 16 U.ON. 17 18 TYPICAL HOLDOUJN STRAP AT FLOOR 19 20 LOUD FLOOR SUPPORT BEAM SHEAR W O E R ALL OVER HEADER E DER TYPICAL STRAP TIE - WALL ABOVE AND BELOW I.L. GROSS STRUCTURAL ENGINEERS 23914 5Gth Avenue W. — Suite 200 Mountlake Terrace, WA 98043-52G3 Ph: (20G) G23-07G9, (425) G40-7333 www.ilgross.com Martinez ADU 21916 93rd PI W Edmonds, WA 98020 o A MART f� pF WASy� 43197 0NAL� DESIGNED V'4 DRAWN KMN CHECKED V1 DATE MA412023 JOB NUMBER 09.21.23 Permit Submtl Set RESUB Feb 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES WOOD DEPARTMENT FRAMING DETAILS AND SECTIONS JURISDICTION STAMP S401