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APPROVED BLD RESUB1 BLD2024-0506+Architectural_Plan+6.3.2024_9.43.44_AM+4295735DIMENSIONS ARCH ITECTU RE STUDIO PO Box 3188 Edmonds, WA 98020 (425) 827-9293 Jeremy Smith, AIA NCARB Kristina & Paul Remodel Residential Remodel 23630 97th PI W EDMONDS, WA 98020 ABBREVIATIONS PARCEL INFORMATION VICINITY MAP is SHEET INDEX ISSUANCE INDEX AB AC ACC ADDL ADH ANCHOR BOLT AIR CONDITIONING ACCESS ADDITIONAL ADHESIVE FUR FURN GA GALV FURRING FURNITURE GAUGE GALVANIZED W/ WITH W/O WITHOUT WH WATER HEATER WD WOOD WDW WINDOW PARCEL ID#: 00810700000600 (R01) LEGAL DESCRIPTION: SEAWOOD FOURTH ADDITION BLK 000 D-00 LOT 6 PHYSICAL ADDRESS: 23630 97th PI W Edmonds, WA 98020 NORTH PROJECT SITE NUM TITLE SUB Q Q Q Q Q Q Q ARCHITECTURAL A-001 COVER SHEET /VICINITY MAP /GENERAL NOTES U A-101 SITE PLAN 0 AD201 DEMO FLOOR PLAN 0 ADJ ADJUSTABLE, GC GENERAL WP WATER PROOF JURISDICTION: CITY OF EDMONDS 236thStSW ADJACENT ACST ACOUSTICAL ACT ACOUSTICAL CEILING TILE ABV ABOVE AF ABOVE FLOOR AFF ABOVE FINISHED FLOOR CONTRACTOR GND GROUND GR GRADE GWB GYPSUM WALL BOARD HB HOSE BIB HC HOLLOW CORE WR WATER RESISTANT ZONE: RS-8 UNDERLAY: N/A DESIGN CRITERIA ROOF SNOW LOAD: 25 PSF SEISMIC CATEGORY: D1 WIND SPEED: 85 MPH (110 MPH) RISK CATEGORY: 1 ASSUMED SOIL BEARING: 1500 PSF FROST DEPTH: 18" (19.05.020 Edmonds Building Code) a 7 t s S`t� 237«0` z32ty,�SW 237th aI SW AD301 DEMO ELEVATIONS AD302 DEMO ELEVATIONS O A-201 FLOOR PLAN A-202 FLOOR PLAN O A-203 FLOOR PLAN 0 A-301 ELEVATIONS _ AL ALUMINUM HDR HEADER CRITICAL AREA: N ALT ANOD ALTERNATE ANODIZED HDW, HDWR HARDWARE HORIZ HORIZONTAL HISTORIC DISTRICT: N STEEP SLOPE: N CLIMATE ZONE: 4C STRUCTURAL PHASE I S1.0 GENERAL STRUCTURAL NOTES AND DETAILS O APT APARTMENT HT HEIGHT ARCH ARCHITECT, ARCHITECTURAL ATTN ATTENTION AVG AVERAGE HTR HEATER HVAC HEATING, VENTILATING AND AIR CONDITIONING HW HOT WATER SITE SERVICES WATER PUBLIC UTILITY SEWER PUBLIC UTILITY ELECTRICAL PUBLIC UTILITY GAS PUBLIC UTILITY 2.315t,StSW 238tnstSW Q ®zoz4M;,esoh oMo,.,;o 02024ramro, S2.0 MAIN FLOOR FRAMING I S2.1 UPPER FLOOR FRAMING STRUCTURAL PHASE II 0 BO BOTTOM OF HWT HOT WATER TANK S1.0 GENERAL STRUCTURAL NOTES AND DETAILS 9 GENERAL NOTES BUILDING INFORMATION PROJECT TEAM BDRM, BR BEDROOM S2.0 FLOOR PLAN BASEMENT o BEL BELOW INSL INSULATION S2.1 FLOOR PLAN MAIN FLOOR BTW BLDG BLK / BLKG BETWEEN BUILDING BLOCK / BLOCKING INT JST INTERIOR JOIST • • DO NOT SCALE DRAWINGS CONSULT THE ARCHITECT REGARDING ANY ERRORS, OMISSIONS OR CHANGES ON PLANS PRIMARY USE: SINGLE FAMILY OCCUPANCY: R-3 CONSTRUCTION: VB SPRINKLERED: N ARCHITECT: DIMENSIONS INC. 19730 64TH AVE W STE 201 LYNNWOOD, WA 98036 S2.2 S2.3 MAIN FLOOR FRAMING UPPER FLOOR FRAMING A. BLT-IN BUILT-IN JT JOINT BEFORE PROCEEDING WITH THE WORK. GROSS FLOOR AREA: 3000 SF PHONE: 425.827.9293 BM BTM BS BSMT BEAM, BENCH MARK BOTTOM BOTH SIDES BASEMENT KIT, KITCH KITCHEN LA, LARCH LANDSCAPE ARCHITECT • • COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, REGULATIONS, LAWS, STANDARDS, CUSTOMS AND CRITERIA. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TO NOMINAL SURFACE OF MASONRY, FACE NEW FLOOR AREA: 0 SF ABOVE GRADE STORIES: 2 BELOW GRADE STORIES: 1 zi CONTACT: JEREMY SMITH OWNER: KRISTINA YAMASHITA AND PAUL JOHNSON 23630 97TH PL W City Of Edmonds CAB CABINET LAM LAMINATE OF CONCRETE WALLS, FACE OF STUDS AT EDMONDS, WA 98020 Building Department CB CATCH BASIN LAV LAVATORY INTERIOR AND EXTERIOR WALLS. PHONE: (303) 204-1700 .----. CIR CIRCLE LOC LOCATE, LOCATION • VERIFY DIMENSIONS BEFORE PROCEEDING WITH CONTACT: KRISTINA Work REMODEL CL CLG CENTER LINE CEILING LR LWC LIVING ROOM LIGHT WEIGHT WORK. (NOTIFY ARCHITECT OF ANY DISCREPANCIES). STRUCTURAL: HAREZLAK ENGINEERING ------------------------------ ---------------------------------------------------------- Address 23630 97TH PL W CLO COL CLOSET COLUMN CONCRETE • • VERIFY ALL ROUGH DIMENSIONS. VERIFY ALL SIZE AND LOCATION OF AND PROVIDE 11745 87TH AVE S SEATTLE, WA 98117 Owner JOHNSON - LAND USE INFORMATION CONC CONCRETE MATL MATERIAL ALL OPENING THROUGH FLOORS AND WALLS, PHONE: 360.224.0627 ---------------- Approved Date 06/10/2024 CPT CARPET MECH MECHANICAL FURRING, CURBS, ANCHORS, INSERTS AND SITE AREA: 19,166.4 SF CONTACT: PHIL HAREZLAK, PE CMU CONCRETE MTD MOUNTED ROUGH BUCKS/BACKING FOR SURFACE -MOUNTED SETBACKS: Building Official MASONRY UNIT MTL METAL ITEMS. FRONT 25'-0" --------------------- CONT CONTINUOUS • VERIFY GRADES SHOWN ON DRAWINGS SIDE 7'-6" Permit Number BLD2024-0506 CONTR CONTRACTOR (N) NEW . VERIFY ALL LOCATION OF ALL UTILITIES BEFORE REAR 15'-0" CW COLD WATER NIC NOT IN CONTRACT PROCEEDING WITH WORK. DBL DOUBLE NO, # NTS NUMBER NOT TO SCALE • VERIFY WITH OWNER ALL LANDSCAPING TO REMAIN, TO BE REMOVED OR TO BE RELOCATED. MAX HEIGHT: +25' ABOVE GRADE (PER CODE 16.20.030) APPROVED DEG DEMO DEGREE DEMOLISH O/ OVER • REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED AS PROPOSED HEIGHT: NO CHANGE PLANS MUST BE DH DOUBLE HUNG OC ON CENTER IF DRAWN IN FULL DIA DIAMETER OH OVERHEAD • COORDINATE ALL NON INDICATED OR SPECIFIED ALLOWABLE COVERAGE: 35% (19166 SF) ON JOB SITE DIM DIMENSION OPNG OPENING ITEMS WITH OWNER INCLUDING BUT NOT LIMITED (PER CODE 16.20.030) DN DOWN OPP OPPOSITE TO FINISHES, COLORS, HARDWARE, FIXTURES, PROPOSED COVERAGE: NO CHANGE DR DOOR SWITCHES, OUTLETS, PHONE JACKS AND CABLE DS DOWN SPOUT PL PLATE, PROPERTY OUTLETS. DTL DETAIL LINE • WINDOW HEADERS TO MATCH HEIGHT OF DOORS. OBTAIN ELECTRICAL DWG DWP DRAWING DRYWALL PAINTED PLAM POLY LAMINATE PLY, PLYWD PLYWOOD PERMIT FROM EA EACH PT PRESSURE TREATED STATE LABOR & EJ EXPANSION JOINT QTY QUANTITY INDUSTRIES EL, ELEV ELEVATOR, ELEVATION ELEC EM, EMER ENT, ENTR EQ EXIST, E ( ) ELECTRICAL EMERGENCY ENTRY, ENTRANCE EQUAL EXISTING RD REV RO REQ'D S&V S&S ROOF DRAIN REVISION ROUGH OPENING REQUIRED STAIN AND VARNISH STAIN AND SEAL ALL WORK SUBJECT TO FIELD INSPECTION F O R DESCRIPTION OF WORK APPLICABLE CODES REVISION INDEX 1) DEMO EXISTING WINDOW, PORTIONS OF EXTERIOR WALL AND DOOR ON SOUTH SIDE OF RESIDENCE @ MAIN FLOOR 2) RELOCATE POWER & FIXTURES IN DEMO-D WALL 3) REPLACE EXISTING WOOD BEAM W/ NEW TO INCREASE SIZE OF ROUGH OPENING 4) PROVIDE NEW TEMPORARY WALL IN ROUGH OPENING UNTIL 2021 INTERNATIONAL BUILDING CODE 2021 INTERNATIONAL RESIDENTIAL CODE 2021 INTERNATIONAL MECHANICAL CODE 2021 INTERNATIONAL FIRE CODE 2021 INTERNATIONAL EXISTING BUILDING CODE 2021 UNIFORM PLUMBING CODE ® DATE 05.23.2024 DESCRIPTION BUILDING DIVISION 01 0 FAR FLOOR AREA RATIO SCT SECTION VENDOR CAN INSTALL NEW NANAWALL DOOR SYSTEM PER MFR 2023 NATIONAL ELECTRICAL CODE CODE COMPLIANCE FD FE FLOOR DRAIN FIRE EXTINGUISHER SIM STC SIMILAR SOUND 5) 6) REROUTE LAUNDRY ROOM AND BATHROOM VENTILATION TO EXTERIOR OF HOME PER PLAN REMOVE OPERABLE WINDOW IN LAUNDRY ROOM & INFILL OPENING 2009 ICC A117.1, BARRIER -FREE STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2021 WSEC WASHINGTON STATE ENERGY CODE FFE FIN FIX, FIXT FINISH FLOOR LINE FINISH FIXTURE TRANSMISSION COEFFICIENT STRL STRUCTURAL 7) 8) TO MATCH EXISTING REMOVE WALL BETWEEN KITCHEN AND DINING ROOM. RECONFIGURE KITCHEN / DINING ROOM LAYOUT WHERE ADDITIONS OR ALTERATIONS REQUIRE A I PERMIT TO BE ISSUED INTERCONNECTED SMOKE ' ' ALARM AND CO DETECTORS THROUGHOUT THE DWELLING IS REQUIRED. REFER TO 2021 IRC R314 FL, FLR FLOOR TC, TOC TOP OF CURB, ' AND 315 FOR MORE INFORMATION L---------------------' FND, FNDN FOUNDATION CONCRETE FOC FACE OF CONCRETE TP TOP PLATE A SEPARATE PLUMBING PERMIT IS FOF FACE OF FINISH TW, TOW TOP OF WALL REQUIRED. PLEASE OBTAIN A FOS FACE OF STUD TYP TYPICAL PLUMBING PERMIT FROM THE CITY OF FIR FIRE RESISTANT EDMONDS FPL, FP FIREPLACE UNF UNFINISHED FOIC FURNISHED BY UNO, UON UNLESS NOTED OWNER, INSTALLED BY OTHERWISE CONTRACTOR o z� O~ LLJ U O L 00 C 00� o06>N O Z w > LU O oo E m70_ _0 O �\ O N V V U Elf Lu - E L¢ U) 22000642 REGISTERED ARCHITECT VS J z OJERE (n Y S TH STATE OF WASHINGTON w IL 0 w J Q w 07 z 0 U 0 CO _ 0 a 0 O t E O E T CO �E �Q � o� Q-) � U z viCfj o _�6o 0 C�o C) �Z @w co NE W 3� V) w 03 0 0LLJ o� 0 2.0 - � 0- �N Job #: 202302-28 Drawn: KJH JRS Checked: JRS Issuance: 5.31.2024 Submittal: 04.16.2024 1 05.23.2024 Q 06 z O w U) X � C O O z c a v a) o6 V ) W 0 C Cl) U >> .0 w > J O U w w co RESUB Jun 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES A-OTO w w W SHEET im., SHEET TITLE ' m `� �o< i � M Dm �Zo O WCn U) O N C C)M ZMz O <o M N W m Site Plan I I I I I I I I I I I I I I I I I I 15'-0' STBK REVISION & DATE O N W N Cn o v � 3 W 0 lt + (D PROJECT TITLE Kristina & Paul Remodel Residential O Un L � N Cn = N 23630 97th PI W W 0 0 ; Edmonds, WA 98020 I N W These plans are copyrighted in accordance with federal and state statutes. Reproduction and alterations by any method of all or any portion of these plans or variations thereof without written permission from DIMENSIONS, INC. is expressly prohibited. JURISDICTION SEAL I PROFESSIONAL SEAL N N Q) O nn N mm 0m y i Dm NN m = n G) z1 = z =� m �o f�IMENSIONS ARCHITECTURE STUDIO PO Box 3188 Edmonds WA 98020 (425) 827 9293 dimensions@dimensionsarch.com GENERAL NOTES 1. CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND DEMOLITION INCLUDING DAILY DEBRIS REMOVAL, SUPPLYING OWNER WITH DUST BARRIER BETWEEN EXISTING SPACES & NEW CONSTRUCTION, AND ENSURING DAILY WEATHER PROTECTION SUPPLIED AS NEEDED 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND WILL IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. DO NOT DIMENSION DRAWINGS, CONTACT ARCHITECT OFFICE FOR ANY CLARIFICATIONS. 4. ALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING, UNLESS NOTED OTHERWISE (UNO). 5. ADA COMPLIANCE PER ICC A117.1-2009 & STATE REGULATIONS 6. INSULATION TO MEET 2018 WSEC RESIDENTIAL REQUIREMENTS IN NEW SPACES, ALL INSULATION MATERIALS TO BE CLEARLY IDENTIFIED AND MARKED W/ LABELING VISIBLE FOR INSPECTION 7. REFER TO STRUCTURAL FOR FRAMING o z C) o� W U OC\I co w 00 0) oO<N O .c V z MQ r` w m 0 — W m -0 .-. 70 ON O V = 0-E c V W ry a� Q E 0 J L¢ 22000642 REGISTERED ARCHITECT J O C/) U) R Y S TH (STATEOF WASHINGTON W ILL O J Q W U) z O _U 0 U) _ a o o O E E CV �� E Ii f1t 0) `C:co OK Q o m o � z O m0 06 n/ CO 0 LL. ti/ Q � z � w M CV E 2 C W 3� a 4-_+ U w •� 3 J �r U oN w O �a Job #: 202302-28 Drawn: KJH JRS Checked: JRS Issuance: 5.31.2024 Submittal: 04.16.2024 1 05.23.2024 0 06 z O co w M n O _O LL O O E N w J W W RESUB Jun 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AD201 W 0 D r m IN SHEET SHEET TITLE REVISION & DATE rn cn Q 0 c- z 0 PROJECT TITLE JURISDICTION SEAL PROFESSIONAL SEAL Kristina & Paul Remodel DIMENSIONS .. o DA ARCHITECTURE STUDIO o <� ` m_ o Residential m m N OA o rn Demolition - Elevations N W N 23630 97th PI W �� Am C°3- ? `; w m o o C N iv L O o N Edmonds, WA 98020 _ m i z I o PO Box 3188 Edmonds WA 98020 Cy m o 00 (425) 827 9293 dimensions@dimensionsarch.com These plans are copyrighted in accordance with federal and state statutes. Reproduction and alterations by any method of all or any portion of these plans or variations thereof without written permission from DIMENSIONS, INC. is expressly prohibited. IN SHEET SHEET TITLE REVISION & DATE rn cn Q 0 c- z 0 PROJECT TITLE JURISDICTION SEAL PROFESSIONAL SEAL DIMENSIONS Krishna &Paul Remodel - .... N ARCHITECTURE STUDIO D rn n,_ � 0 <n ` o Residential ra m N oA K� o Demolition - Elevations N W W 23630 97th PI W� { z m �,� o o C W Cn = o o ; Edmonds, WA 98020 _m = n z I o PO Box 3188 Edmonds WA 98020 Cyou � NThese C/) 00 (425) 827 9293 dimensions@dimensionsarch.com plans are copyrighted in accordance with federal and state statutes. Reproduction and alterations by any method of all or any portion of these plans or variations thereof without written permission from DIMENSIONS, INC. is expressly prohibited. L O V N I I I F_Q F n —1 F—o-1J L-1 L I L I GENERAL NOTES 1. CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND DEMOLITION INCLUDING DAILY DEBRIS REMOVAL, SUPPLYING OWNER WITH DUST BARRIER BETWEEN EXISTING SPACES & NEW CONSTRUCTION, AND ENSURING DAILY WEATHER PROTECTION SUPPLIED AS NEEDED 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND WILL IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. DO NOT DIMENSION DRAWINGS, CONTACT ARCHITECT OFFICE FOR ANY CLARIFICATIONS. 4. ALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING, UNLESS NOTED OTHERWISE (UNO). 5. ADA COMPLIANCE PER ICC A117.1-2009 & STATE REGULATIONS 6. INSULATION TO MEET 2018 WSEC RESIDENTIAL REQUIREMENTS IN NEW SPACES, ALL INSULATION MATERIALS TO BE CLEARLY IDENTIFIED AND MARKED W/ LABELING VISIBLE FOR INSPECTION 7. REFER TO STRUCTURAL FOR FRAMING DRAWING LEGEND NEW 2x6 INSULATED (R-21) EXTERIOR WALL, TYP U.N.O. NEW 2x4 INTERIOR WALL, TYP U.N.O. NEW PARTIAL HEIGHT WALL EXHAUST FAN (PER SRC CHAPTER 15) SD SMOKE DETECTOR / ALARM (PER SRC R314) CO CARBON MONOXIDE DETECTOR / ALARM (PER SRC R315) HD HEAT DETECTOR / ALARM (PER SRC R314) o z� O o U O L oowrn c o06>N O z w 0 oo E W- 00 - 76 �\ O O N V W V o U U m E J L¢ U) 22000642 REGISTERED VS ARCHITECT J z OJERE (n Y S TH STATE OF WASHINGTON W ILL O J Q W U) z O _U 0 U) o o 0 E CD O - co -- ^ Cn Z /11 O P? � m O 06 n/ � O LL a z °w C� co N _0 W ' 3 V) W o3 3 U W O ga Job #: 202302-28 Drawn: KJH JRS Checked: JRS Issuance: 5.31.2024 Submittal: 04.16.2024 1 05.23.2024 Q 0 06 z 0 w N E N U) M m ca n L 0 _0 H W J W W co RESUB Jun 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES A-201 DEPARTMENT W Cn II II II II II II LIVING ROOM 108 FOYER 107 CLOSET DEN 106 F 1/2 BATH � 105 I GARAGE V_ 110 UPDATE FIXTURES PER INTERIOR DESIGNER DINING ROOM HALLWAY 109 103 � LAUNDRY ROOM 104 F VOID N 01 13'-0" 14'-7" (N) GAS STOVE / COOK TOP - 4' 2%" VENT THROUGH WALL - GC 1 TO PROVIDE NEW CONNECTIONS NEW FRAMED STAIRS TO 02 MATCH EXISTING IF FEASIBLE A202 - GC TO DETERMINE HOOD KITCHEN VERIFY EXISTING FLOOR TO 102 10" CONSTRUCTION DURING DEMO AND NOTIFY N o ARCHITECT & ENGINEER 21'-3%" TO STEP DOWN0. FAMILY ROOM 101 (N) SINK & UNDERCAB DISHWASHER PER INTERIOR DESIGNER L--------I�i� O101 (N) REFRIGERATOR APPLIANCE PER INTERIOR 11' 6" DESIGNER 01 6'-3" 6'-3" DECK 40'-0" of inri nnn REROUTE EXISTING BATH AND LAUNDRY VENTILATION TO EXTERIOR WALL IN SOFFIT ABOVE CABINETRY - DO NOT TYPE DUCTING TOGETHER 0 v 0 bo 0 Z-) 50 CFM VTO 50 CFM VTO GENERAL NOTES 1. CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND DEMOLITION INCLUDING DAILY DEBRIS REMOVAL, SUPPLYING OWNER WITH DUST BARRIER BETWEEN EXISTING SPACES & NEW CONSTRUCTION, AND ENSURING DAILY WEATHER PROTECTION SUPPLIED AS NEEDED 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND WILL IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. DO NOT DIMENSION DRAWINGS, CONTACT ARCHITECT OFFICE FOR ANY CLARIFICATIONS. 4. ALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING, UNLESS NOTED OTHERWISE (UNO). 5. ADA COMPLIANCE PER ICC A117.1-2009 & STATE REGULATIONS 6. INSULATION TO MEET 2018 WSEC RESIDENTIAL REQUIREMENTS IN NEW SPACES, ALL INSULATION MATERIALS TO BE CLEARLY IDENTIFIED AND MARKED W/ LABELING VISIBLE FOR INSPECTION 7. REFER TO STRUCTURAL FOR FRAMING 8. PROVIDE R-21 INSULATION AT ALL EXTERIOR NEW INFILL DRAWING LEGEND I NEW 2x6 INSULATED (R-21) EXTERIOR WALL, TYP U.N.O. NEW 2x4 INTERIOR WALL, TYP U.N.O NEW PARTIAL HEIGHT WALL EXHAUST FAN (PER SRC CHAPTER 15) SDSMOKE DETECTOR / ALARM (PER SRC R314) CO CARBON MONOXIDE DETECTOR / ALARM (PER SRC R315) HD HEAT DETECTOR / ALARM (PER SRC R314) WINDOW SCHEDULE O w W < < � 2i W W ~ p O LU Q p < < < > U C� _ < C='1 W U_ Z) c=n NOTES A 5'-0" T-2" 17 1 17 SH WD 30 .55 TOTALS 1 1 17 WINDOW TYPES SLD SLIDER AWN AWNING FXD FIXED (PICTURE) CSE CASEMENT CMB COMBO HOP HOPPER TRN TRANSOM SH SINGLE HUNG DH DOUBLE HUNG DOOR SCHEDULE 0 a ¢ U W W Z < w _ 2i W W = Q a p < U J Z < O p p < of � < � w = O p O p U_ Z U_ = cn Z) O U) = I— = 0 E NOTES 101 12'-6" T-6" FLD WD WD PT .55 .30 94 1 94 A MFR WSEC COMPLIANCE (2021) R303 - CLIMATE SNOHOMISH COUNTY 4C R402 - BUILDING THERMAL ENVELOPE MINIMUM FENESTRATION U-VALUE: .30 MINIMUM INSULATION CEILING: R-60 (R-38 VAULTED) MINIMUM INSULATION WALLS: R-21 INT + R5ci MINIMUM INSULATION FLOORS: R-30 INSULATION BELOW GRADE WALLS: R-21 INT + 5 TB INSULATION SLAB ON GRADE: R-10, 2' PERIMETER INSULATION HEATED SLAB: R-10, UNDER ENTIRE SLAB VAPOR RETARDER (WALLS) PER IRC 702.7 AIR BARRIER PER TABLE 402.4.1.1 EAVE BAFFLE IN VENTED ATTICS: 1" CLEAR ABOVE INSULATION R403 - SYSTEMS PROVIDE PROGRAMMABLE OR CONNECTED THERMOSTAT EACH DWELLING UNIT DUCTS TO BE INSIDE THERMAL ENVELOPE WHEN APPLICABLE DUCTS OUTSIDE THERMAL ENVELOPE MINIMUM R-8 DUCTS WITHIN A CONCRETE SLAB OR IN GROUND MINIMUM R-10 (BELOW GRADE COMPATIBLE INSULATION) R404 - ELECTRICAL POWER & LIGHTING PERMANENT LIGHTING FIXTURES: 90% HIGH EFFICACY (LED) R406 - ADDITIONAL ENERGY CREDITS ALTERATIONS & ADDITIONS < 150 SF DO NO NEED ADDITIONAL CREDITS PROVIDE R-21 INT AT ALL INFILL EXTERIOR WALL LOCATIONS TOTALS 1 1 1 94 DOOR TYPES FCH FRENCH DOORS SLID SLIDER BIPS BIPASS BIFD BIFOLD PKT POCKET SWG SWING MATERIALS & FINISHES FBR FIBERGLASS FAC FACTORY ALU ALUMINUM WD WOOD STL STEEL ST STAINED VNL VINYL PT PAINTED HARDWARE GROUPS A. KEY LOCKABLE, EXTERIOR LATCH B. KEY LOCKABLE, EXTERIOR LATCH, AUTO CLOSER C. NON LOCKING LATCH D. INTERIOR OCCUPANT LOCKABLE LATCH SHEET NOTES 1. UNLESS NOTED OTHERWISE (UNO) 1.1. EXTERIOR WALLS TO BE 2x6 WOOD DF#1 @ 16" O.C. 1.2. INTERIOR WALLS TO BE 2x4 WOOD DF#1 @ 16" O.C. 1.3. WALLS TO HAVE 1/2" GWB INTERIOR SHEATHING, SHEER PER STRUCTURAL 1.4. WALLS TO HAVE 1/2" EXTERIOR SHEATHING, SHEER PER STRUCTURAL 1.5. CEILINGS TO HAVE 5/8" GWB INTERIOR SHEATHING 1.6. ROOFS TO HAVE 1/2" (MIN) SHEATHING 1.7. SUBFLOOR TO BE 3/4" T&G PLYWOOD, GLUED AND NAILED 1.8. ALL SHEATHING TO HAVE STAGGERED SEAMS 2. SMOKE ALARM AND CO DETECTORS TO BE HARDWIRED AND INTERCONNECTED W/ BATTERY BACKUP 2.1. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM 3. ALL VENTILATION OUTLETS MUST BE 36" (MIN) FROM AN OPERABLE OPENING 4. INTERIOR FINISHES TO BE VERIFIED W/ OWNER 5. ADDITION TO BE CONNECTED TO EXISTING UTILITIES SUPPLY & METERS FROM THE MAIN HOUSE (NO SUB -METERING PROPOSED) 6. ADDITION TO BE CONNECTED TO EXISTING HVAC SYSTEMS, GC TO VERIFY CAPACITY AND UPGRADE AS NEEDED 7. VERIFY ALL ROUGH OPENING REQUIREMENTS WITH DOOR AND WINDOW MANUFACTURERS PRIOR TO FRAMING. 8. EGRESS OPENING PER 2021 IRC 8.1. SILL HEIGHT MAX 44" ABOVE FLOOR 8.2. MINIMUM OPEN AREA 5.7 SF 8.3. MINIMUM OPENING HEIGHT 24" 8.4. MINIMUM OPENING WIDTH 20" o z C) o� W U O L C\I co V z w 00 0) oO<N O M<�.c w r` m o�w E W O1 O N �V = 0-Ec O V W 0 a� Q E J L¢ CO 22000642 REGISTERED ARCHITECT _j J O C/) (n STATE JERE Y S TH OF WASHINGTON w IL O J Q w U) z O U 0 U) _ a o O E E E CV > C:)00 N� LL = 1 O Co �Z C:)�o ,max KJ � � 0 O � Z (� cy) E 04 o LLI 3 � � a 4_0 0 tz H U oN O Job #: 202302-28 Drawn: KJH JRS Checked: JRS Issuance: 5.31.2024 Submittal: 04.16.2024 1 05.23.2024 06 z _O U) w L O O LL .C� G i L O _O LL w J H w w = RESUB Jun 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A-202 w L_ F 13'-6" FOYER 107 / / / / / / / / / / / / / / / / / / / / 17'-6" / / / / / / / / / LI W w U) O EN SUITE BATH 206 ao WALK-IN \ F CLOSET BEDROOM L - 1 202 N N HALLWAY 204 D C4 N F —1 � I I � BEDROOM L — -1 I\ I 205 � BEDROOM EN SUITE BATH 203 N 201 I N WALK-IN CLOSET/ 0 164" I, 5'4" I, 12'-4" 6-0" / / / / / / / / / / / / / / / / / GENERAL NOTES 1. CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND DEMOLITION INCLUDING DAILY DEBRIS REMOVAL, SUPPLYING OWNER WITH DUST BARRIER BETWEEN EXISTING SPACES & NEW CONSTRUCTION, AND ENSURING DAILY WEATHER PROTECTION SUPPLIED AS NEEDED 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND WILL IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. DO NOT DIMENSION DRAWINGS, CONTACT ARCHITECT OFFICE FOR ANY CLARIFICATIONS. 4. ALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING, UNLESS NOTED OTHERWISE (UNO). 5. ADA COMPLIANCE PER ICC A117.1-2009 & STATE REGULATIONS 6. INSULATION TO MEET 2018 WSEC RESIDENTIAL REQUIREMENTS IN NEW SPACES, ALL INSULATION MATERIALS TO BE CLEARLY IDENTIFIED AND MARKED W/ LABELING VISIBLE FOR INSPECTION 7. REFER TO STRUCTURAL FOR FRAMING DRAWING LEGEND NEW 2x6 INSULATED (R-21) EXTERIOR WALL, TYP U.N.O. NEW 2x4 INTERIOR WALL, TYP U.N.O. NEW PARTIAL HEIGHT WALL EXHAUST FAN (PER SRC CHAPTER 15) SD SMOKE DETECTOR / ALARM (PER SRC R314) CO CARBON MONOXIDE DETECTOR / ALARM (PER SRC R315) HD HEAT DETECTOR / ALARM (PER SRC R314) o z� O o U O L oowrn c o06>N O z w 0 of W- m _ 70 �\ O O N V V U LU Elf m J L¢ U) 22000642 REGISTERED VS ARCHITECT J < C/) (n JERE Y S TH STATE OF WASHINGTON w ILL O w J Q w U) z O U 0 U) o o O r E CD C � U o Bo 0 �o �Z m w C� co N _0 W 3 w 03 3 U_ w O ga Job #: 202302-28 Drawn: KJH JRS Checked: JRS Issuance: 5.31.2024 Submittal: 04.16.2024 1 05.23.2024 Q 0 06 z O w O _O H 0- 0 M I O _O H w J W W co RESUB Jun 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES A-203 DEPARTMENT W Cn SHEET SHEET TITLE REVISION & DATE rn cn Q 0 c- z 0 PROJECT TITLE JURISDICTION SEAL PROFESSIONAL SEAL DIMENSIONS .... Krishna &Paul Remodel N o ARCHITECTURE STUDIO °�, ` r � X o Residential D rn oA N (�D0o o M Elevations N W � � N 23630 97th PI W T 2� Am z m W 0zmz o v,cn C W o (n = W N o ; Edmonds WA 98020 z _ 0= Im PO Box 3188 Edmonds WA 98020 < 0 N N p N 00 z o (425) 827 9293 dimensions@dimensionsarch.com These plans are copyrighted in accordance with federal and state statutes. Reproduction and alterations by any method of all or any portion of these plans or variations thereof without written permission from DIMENSIONS, INC. is expressly prohibited. o z� OW U L O L V z C) CO C c W CY) c+'�Q� a> XO W ONO E O 0N� I --a E: c ° V W a> � Q E a J L¢ 22000642 REGISTERED ARCHITECT _j J O C/) (n JER Y S TH STATE OF WASHINGTON W ILL O J Q W U) z O _U 0 U) _ d T O a s o O t d E O T \ O O 'O w � 0) V / I L 2 m �n O N _ ) O y ^\ W O � N 6 Q0 (� co E N w •� 3 J mL w ` o O => � o H n Job #: 202302-28 Drawn: KJH JRS Checked: JRS Issuance: 5.31.2024 Submittal: 04.16.2024 05.23.2024 Q 0 06 z 0 w U) C O c� _O W w J W W co RESUB Jun 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES A-302 DEPARTMENT W GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, ND CONSTRUCTION SHALL CONFORM TO THE STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. 14. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: DRAWINGS, SPECIFICATIONS, T 'E 2021E ION OF THE INTERNATIONAL BUILDING CODE FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR (IBC) GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE z�s CONTRACTOR IN THE FIELD. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED IBC. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.10.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE 2. DESIGN LOADING CRITERIA UNDER COLUMNS OR WALLS ABOVE. HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. TIGHTEN BOLTS AND LAG SCREWS SNUGLY ROOF SNOW LOAD 25 PSF AGAINST WOOD FRAMING AFTER WOOD HAS REACHED SPECIFIED MOISTURE CONTENT. FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. B. WALL FRAMING: ALL BEARING AND SHEAR WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 x 4 STUDS @ 16" O.C. AT INTERIOR WALLS AND 2 x 6 @ 16" O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL OF ALL BEARING AND SHEAR WALLS AND AT EACH SIDE OF ALL OPENINGS. SOLID BLOCKING FOR WOOD COLUMNS SHALL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS BE PROVIDED THROUGH FLOORS To SUPPORTS BELOW. AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY THE STRUCTURAL DESIGN IS BASED ON THE FOLLOWING ASSUMED VALUES: DISCREPANCIES PRIOR TO CONSTRUCTION. ALLOWABLE SOIL PRESSURE 1.500 PSF 15. ALL WOOD EXPOSED TO WEATHER, OR BEARING ON UNPROTECTED CONCRETE OR MASONRY BELOW GRADE, OR BEARING ON UNPROTECTED CONCRETE LESS THAN 8" FROM 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS EXPOSED EARTH SHALL BE PRESSURE -TREATED, U.O.N. PRESSURE TREATMENT SHALL BE PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION WITH AN APPROVED PRESERVATIVE AND BRANDED WITH A QUALITY CONTROL AGENCY SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. MARK BY THE AMERICAN WOOD PRESERVERS BUREAU OR EQUAL. ALL METAL HARDWARE IN CONTACT WITH TREATED WOOD SHALL BE PROTECTED WITH A G185 GALVANIZED 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND RENOVATION COATING (ZMAX) OR BETTER. ALL NAILS IN TREATED WOOD SHALL BE HOT -DIP GALVANIZED STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN OR BETTER. PROVIDE 2 LAYERS OF 30# ASPHALT IMPREGNATED BUILDING PAPER ACCORDANCE WITH THE PLANS. 11. CHECK FOR DRYROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND BETWEEN NON -PRESSURE -TREATED LEDGERS, BLOCKING, ETC., AND CONCRETE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, WALLS, AREAS SHOWING WATER STAINS, AND ALL WOOD MEMBERS IN BASEMENT AND TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THEIR WORK. THE CRAWL SPACES. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE 16. PARALLEL STRAND LUMBER PSL SHALL BE DESIGNED AND MANUFACTURED PER ASTM D5456. EACH PIECE SHALL BEAR A STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER of THE MANUFACTURER, THE GRADE, AND THE INDEPENDENT DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR WOOD INSPECTION AGENCY'S LOGO. ALL PARALLEL STRAND LUMBER SHALL BE MANUFACTURED USING DOUGLAS FIR STRANDS GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE LENGTH OF THE MEMBER. MINIMUM STRUCTURAL PROPERTIES AREAS FOLLOWS: SCALE: NONE 4 STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR 12. FRAMING LUMBER: SHALL BE KILN DRIED OR MC-19 (MOISTURE CONTENT LESS THAN 19%), Fb = 2900 PSI, E = 2.2x 106 PSI, Fv = 290 PSI REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.I.B. STANDARD NO. 17 GRADING OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. RULES FOR WEST COAST LUMBER. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: DESIGN SHOWN ON PLANS IS BASED ON MATERIALS MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT JOISTS (2X, 3X, AND 4X MEMBERS) DOUGLAS FIR OR HEM -FIR NO.2 AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. STUDS, PLATES & MISCELLANEOUS LIGHT FRAMING DOUGLAS FIR OR HEM -FIR NO.2 POST PER PLAN (AS NOTED ON PLANS /DETAILS) 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE SHEATHING AND SHEAR SOLID WOOD BLKG. BELOW CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO TYPICAL REMODEL CONSTRUCTION NOTES: WALL EDGE NAILING PER POST TO MATCH POST SIZE, DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO 13. WOOD SHEATHING SHALL BE APA RATED, EXTERIOR GLUE; EXPOSURE 1, IN CONFORMANCE 1. CONTRACTOR MUST REVIEW STRUCTURAL DRAWINGS PRIOR TO SHEAR WALL SCHEDULE, INSTALL WOOD GRAIN REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. WHERE WITH THE REQUIREMENTS FOR THEIR TYPE IN DOC PS-1 OR PS-2. SEE PLANS FOR CONSTRUCTION & NOTIFY DESIGN TEAM/OWNER OF ANY TYP. (WHERE OCCURS) VERTICALLY INFORMATION ON THE DRAWINGS IS IN CONFLICT WITH THE SPECIFICATIONS, THE MORE THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. DISCREPANCY IN COMPARISON WITH ARCHITECTURAL DOCUMENTS STRINGENT SHALL APPLY, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND OR FIELD CONDITIONS. (2) 10d-F TOENAILS TOP THE STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWINGS. AND BOTTOM UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID 9. ALL STRUCTURAL SYSTEMS WHICH ARE COMPOSED OF FIELD ERECTED COMPONENTS UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. ALL FLOOR SHEATHING EDGES 2. CONTRACTOR MUST FIELD VERIFY & NOTIFY DESIGN TEAM/OWNER OF SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH EXISTING MECHANICAL, PLUMBING AND ELECTRICAL LINES THAT MAY STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SOLID BLOCKING. ALLOW 1/8 SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND INTERFERE WITH STRUCTURAL WORK PRIOR TO CONSTRUCTION. SUPPLIER. ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH (2) 10d-F NAILS AT EACH END, STRUCTURAL DRAWINGS MAY NOT REFLECT ALL EXISTING FRAMING j r GEOTECHNICAL UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT CONDITIONS DUE TO LIMITED AVAILABILITY OF INFORMATION. 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPACED PER 10. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE PLANS. WHERE NOT NOTED OTHERWISE, NAIL PANEL EDGES WITH 8d NAILS @ 6" O.C. 3. CONTRACTOR IS SOLELY RESPONSIBLE IB PROVIDING PROPER - - - - - - - ASSUMED AND THEREFORE MUST BE VERIFIED IN THE FIELD. IF SOILS ARE FOUND TO BE EDGES, 12" O.C. IN THE FIELD. TEMPORARY SHORING PRIOR TO REMOVING ANY STRUCTURAL FLOOR FRAMING AS OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION ELEMENTS. RIM JOIST OR OCCURS, BLOCK REDESIGN. BLKG. AS OCCURS REMAINDER OF BEARING 4. ENGINEER IS NOT RESPONSIBLE FOR WATERPROOFING SYSTEM OR SOLID AS INDICATED. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH (CONTROLLED, COMPACTED DETAILS. CONTRACTOR/OWNER SHALL CONSULT WITH QUALIFIED PROFESSIONALS AS REQUIRED. POST PER PLAN NOTE: FRAMING CONDITIONS VARY, FOR INFORMATION NOT NOTED SEE PLAN & APPROPRIATE DETAILS TYPICAL POST AT FLOOR SCALE: NONE 81 WHERE HEADER INTERRUPTS DOUBLE TOP PLATE, PROVIDE MSTA24, U.O.N. DOUBLE TOP PLATE A35 AT EXTERIOR HEADERS OVER 6'-0" IN LENGTH (8) 10d-F NAILS, MIN. SINGLE PLATE (PROVIDE KING STUD DOUBLE PLATE AT EXTERIOR OPENINGS OVER 8'-0" IN LENGTH) TRIM STUD POST PER HEADER PER PLAN PLAN, (PROVIDE MIN. (2) 2x STUDS AT HEADERS 10d-F NAILS @ 8" O.C. OVER 6'-0" IN LENGTH) AT BUILT-UP STUDS, TYP. SCALE: NONE 9 SCALE: NONE 110 SCALE: NONE Ill TYPICAL HEADER DETAIL AT EXISTING STUD WALL SCALE: NONE 112 ■ HAREZLAK ENGINEERING HAREZLAK ENGINEERING 11745 87th Ave. S. Seattle, WA 98178 PH: 360.224.0627 E: phil@harezlakengineering.com W V Z W N 0 O 00 m W � J a. �: = cli z 0 a W V) Z o W o to 0 LL w a = o Q� w � ° IL a a M N LU REVISIONS: Q I REV 1 05.30.2024 NO. I DESCRIPTION DATE PROJECT NUMBER: 23-113 ISSUE DATE: 11.25.2023 CURRENT REVISION: REV 1 SHEET NAME: GENERAL STRUCTURAL NOTES AND DETAILS SHEET NUMBER: S 1 03 2024 TEDMOND DE ENSERVCES RTMENT U28 HANGERS 6x8 POST IN WALL W/ AC6 BRACKET TO BM NOTE: MAINTAIN T-0" CLEAR UNDER BEAM EXISTING MAIN FLOOR FRAMING (4) 44 POSTS w/ AC4 BRACKETS TO BM 6x8 � 6x8 2'-0"' 6x6 POST w/ ACG 2'-0" CANT BRACKET TO BM CANT (4) 44 POSTS w/ AC4 BRACKETS TO BM U28 HANGERS (N) (2) 2x6 STUDS INSTALLED DIRECTLY BELOW TRIMMER STUDS FOR NEW BEAM ABOVE, TYP. BLOCK NEW POST LOADS FROM NEW HEADER TO FOUNDATION PER 8/S1.0, NEW STUDS TO BE TOE NAILED TO (E) BOTTOM PLATE WITH (3) 16d TOE NAILS, TYP. ALL OTHER WOOD CONNECTIONS NOT NOTED ARE TO BE INSTALLED PER IBC TABLE 2304.10.2, TYP. UNO. SCALE: 1/4"=1'-O" PROJECT TRUE RTH NORTH STRUCTURAL PLAN NOTES: 1. SHORING OF EXISTING STRUCTURE TO REMOVE AND REPLACE EXISTING BEAMS PER CONTRACTOR. 2. AS-BUILTS PROVIDED BY ARCH. CONTRACTOR TO FIELD VERIFY ALL FRAMING ELEMENTS, SPANS, DIRECTIONS, AND DIMENSIONS NOTED ON PLAN PRIOR TO CONSTRUCTION. CONTACT HAREZLAK ENGINEERING IF ON SITE CONDITIONS DIFFER THAN WHAT IS NOTED ON PLAN. 3. ADDITIONAL STRUCTURAL NOTES PER SHEET S1.0. 4. CONRACTOR TO FIELD VERIFY EXISTING FOUNDATION IS 16" WIDE x 8" DEEP AS NOTED IN ARCH PLANS AND SECTIONS. - Zo OW U O � Z 00 coO O cDrnN O co w �000 m70_76�1WO N VE I-- E 7�1 c U W ry a� Q E Hq WAS111 W U J z O �0� U) co F 5577 SFG/STE /0NAL ry a- 05.30.2024 J Q W Z O H U_ 0 0 0 r 0 O m LLLL 00 mo M C: Q co -0 � _ •� a j � U z '^ a) O TVSJ y 06 / M 0 0 m aNi z O w U m z m w L `, J O E (� N U m �N � W 3 '� W J •`vim' g3 = j s � 3 > `m LL] 0 o �a Job #: 202302-28 Drawn: KJH JRS Checked: JRS Issuance: 5.30.2024 Submittal: 04.16.2024 1 05.23.2024 Q 0 06 z O U) W E -0 O U TOM W .� �x w W J W W RESUB Jun 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES RTMF S2 E W W U) I * NOTE: 18" EAVE @ LIVING ROOM 12" EAVE TYP NOTE: 9'-0" PL LINE @ LIVING EXISTING UPPER FLOOR FRAMING SCALE: 1 /4"=1'-0" STRUCTURAL PLAN NOTES: 0 PROJECT TRUE NORTH NORTH 1. SHORING OF EXISTING STRUCTURE TO REMOVE AND REPLACE EXISTING BEAMS PER CONTRACTOR. 2. AS-BUILTS PROVIDED BY ARCH. CONTRACTOR TO FIELD VERIFY ALL FRAMING ELEMENTS, SPANS, DIRECTIONS, AND DIMENSIONS NOTED ON PLAN PRIOR TO CONSTRUCTION. CONTACT HAREZLAK ENGINEERING IF ON SITE CONDITIONS DIFFER THAN WHAT IS NOTED ON PLAN. 3. ADDITIONAL STRUCTURAL NOTES PER SHEET S1.0. o z� OW U O � Z 00 coO O cDrnN O co W �000 VE 70_76�1WO N I-- E � c V W ry a� Q E Hq Q)� W A S111 W U) Q 9 �� J Z O ��� U) u 5577 p NAL E� a- 05.30.2024 J Q W Z O H U_ 0 0 0 r O m -6 00 a m o M C: Q o m _ •� z 06 '^ TVSJ a) O y VJ 0/ M 0 aNi m O w U m z m w L `, J O E (� N � m -N � W '� 3 -2 z W g3 j � 3 > `m W O o s m F a Job #: 202302-28 Drawn: KJH JRS Checked: JRS Issuance: 5.30.2024 Submittal: 04.16.2024 1 05.23.2024 Q 0 06 z O U) W E O Co �= L L p o U 0 W _ 0) a--+ a w W J W W RESUB Jun 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES RT S20 M1 W W a: U) 00 GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. 14. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: MSTA24 STRAP CENTERED DRAWINGS, SPECIFICATIONS, THE 2021 EDITION OF THE INTERNATIONAL BUILDING CODE FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR ON BREAK IN TOP PLATE (IBC) GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE CONTRACTOR IN THE FIELD. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED IBC. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.10.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE 2. DESIGN LOADING CRITERIA UNDER COLUMNS OR WALLS ABOVE. HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. TIGHTEN BOLTS AND LAG SCREWS SNUGLY ROOF SNOW LOAD 25 PSF AGAINST WOOD FRAMING AFTER WOOD HAS REACHED SPECIFIED MOISTURE CONTENT. FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. B. WALL FRAMING: ALL BEARING AND SHEAR WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 x 4 STUDS @ 16" O.C. 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AT INTERIOR WALLS AND 2 x 6 @ 16" O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL BEARING AND SHEAR WALLS AND AT EACH SIDE OF ALL OPENINGS. SOLID BLOCKING FOR WOOD COLUMNS SHALL (12) 10d-F NAILS DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. EA. SIDE AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANYF_x THE STRUCTURAL DESIGN IS BASED ON THE FOLLOWING ASSUMED VALUES: '4'_� DISCREPANCIES PRIOR TO CONSTRUCTION. ALLOWABLE SOIL PRESSURE 1.500 PSF 15. ALL WOOD EXPOSED TO WEATHER, OR BEARING ON UNPROTECTED CONCRETE OR BEAM PER PLAN MASONRY BELOW GRADE, OR BEARING ON UNPROTECTED CONCRETE LESS THAN 8" FROM 2x BUILT-UP POST 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS EXPOSED EARTH SHALL BE PRESSURE -TREATED, U.O.N. PRESSURE TREATMENT SHALL BE BELOW PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION WITH AN APPROVED PRESERVATIVE AND BRANDED WITH A QUALITY CONTROL AGENCY STUD EA. SIDE SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. MARK BY THE AMERICAN WOOD PRESERVERS BUREAU OR EQUAL. ALL METAL HARDWARE .KING IN CONTACT WITH TREATED WOOD SHALL BE PROTECTED WITH A G185 GALVANIZED 10d-F NAILS @ 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND RENOVATION COATING (ZMAX) OR BETTER. ALL NAILS IN TREATED WOOD SHALL BE HOT -DIP GALVANIZED 12" O.C., TYP. STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN OR BETTER. PROVIDE 2 LAYERS OF 30# ASPHALT IMPREGNATED BUILDING PAPER ACCORDANCE WITH THE PLANS. 11. CHECK FOR DRYROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND BETWEEN NON -PRESSURE -TREATED LEDGERS, BLOCKING, ETC., AND CONCRETE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, WALLS, AREAS SHOWING WATER STAINS, AND ALL WOOD MEMBERS IN BASEMENT AND TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THEIR WORK. THE CRAWL SPACES. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE 16. LAMINATED VENEER LUMBER LVL SHALL BE DESIGNED AND MANUFACTURED PER ASTM D5456. EACH PIECE SHALL BEAR A STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER of THE MANUFACTURER, THE GRADE, AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. ALL LAMINATED VENEER LUMBER SHALL BE MANUFACTURED USING DOUGLAS FIR VENEER DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR WOOD GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE LENGTH OF THE MEMBER. MINIMUM STRUCTURAL PROPERTIES ARE AS FOLLOWS: NEW BEARING BEAM IN WALL SCALE: NONE 4 STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR 12. FRAMING LUMBER: SHALL BE KILN DRIED OR MC-19 MOISTURE CONTENT LESS THAN 19% , Fb = 2800 PSI, E = 2.0 x 106 PSI, Fv = 285 PSI ( ) REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.I.B. STANDARD NO. 17 GRADING OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. RULES FOR WEST COAST LUMBER. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: DESIGN SHOWN ON PLANS IS BASED ON MATERIALS MANUFACTURED BY THE BOISE CASCADE CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT JOISTS (2X, 3X, AND 4X MEMBERS) DOUGLAS FIR OR HEM -FIR NO.2 AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. STUDS, PLATES & MISCELLANEOUS LIGHT FRAMING DOUGLAS FIR OR HEM -FIR NO.2 POST PER PLAN (AS NOTED ON PLANS /DETAILS) 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE SHEATHING AND SHEAR SOLID WOOD BLKG. BELOW CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO TYPICAL REMODEL CONSTRUCTION NOTES: WALL EDGE NAILING PER POST TO MATCH POST SIZE, DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO 13. WOOD SHEATHING SHALL BE APA RATED, EXTERIOR GLUE; EXPOSURE 1, IN CONFORMANCE 1. CONTRACTOR MUST REVIEW STRUCTURAL DRAWINGS PRIOR TO SHEAR WALL SCHEDULE, INSTALL WOOD GRAIN REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. WHERE WITH THE REQUIREMENTS FOR THEIR TYPE IN DOC PS-1 OR PS-2. SEE PLANS FOR CONSTRUCTION & NOTIFY DESIGN TEAM/OWNER OF ANY TYP. (WHERE OCCURS) VERTICALLY INFORMATION ON THE DRAWINGS IS IN CONFLICT WITH THE SPECIFICATIONS, THE MORE THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. DISCREPANCY IN COMPARISON WITH ARCHITECTURAL DOCUMENTS STRINGENT SHALL APPLY, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND OR FIELD CONDITIONS. (2) 10d-F TOENAILS TOP THE STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWINGS. AND BOTTOM UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. ALL FLOOR SHEATHING EDGES 2. CONTRACTOR MUST FIELD VERIFY & NOTIFY DESIGN TEAM/OWNER OF 9. ALL STRUCTURAL SYSTEMS WHICH ARE COMPOSED OF FIELD ERECTED COMPONENTS SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH EXISTING MECHANICAL, PLUMBING AND ELECTRICAL LINES THAT MAY STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SOLID BLOCKING. ALLOW 1/8 SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND INTERFERE WITH STRUCTURAL WORK PRIOR TO CONSTRUCTION. SUPPLIER. ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH (2) 10d-F NAILS AT EACH END, STRUCTURAL DRAWINGS MAY NOT REFLECT ALL EXISTING FRAMING j r GEOTECHNICAL UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT CONDITIONS DUE TO LIMITED AVAILABILITY OF INFORMATION. 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPACED PER 10. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE PLANS. WHERE NOT NOTED OTHERWISE, NAIL PANEL EDGES WITH 8d NAILS @ 6" O.C. 3. CONTRACTOR IS SOLELY RESPONSIBLE IB PROVIDING PROPER - - - - - - - ASSUMED AND THEREFORE MUST BE VERIFIED IN THE FIELD. IF SOILS ARE FOUND TO BE EDGES, 12" O.C. IN THE FIELD. TEMPORARY SHORING PRIOR TO REMOVING ANY STRUCTURAL FLOOR FRAMING AS OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION ELEMENTS. RIM JOIST OR OCCURS, BLOCK REDESIGN. BLKG. AS OCCURS REMAINDER OF BEARING 4. ENGINEER IS NOT RESPONSIBLE FOR WATERPROOFING SYSTEM OR SOLID AS INDICATED. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH (CONTROLLED, COMPACTED DETAILS. CONTRACTOR/OWNER SHALL CONSULT WITH QUALIFIED PROFESSIONALS AS REQUIRED. POST PER PLAN NOTE: FRAMING CONDITIONS VARY, FOR INFORMATION NOT NOTED SEE PLAN & APPROPRIATE DETAILS TYPICAL POST AT FLOOR SCALE: NONE 81 CS16 STRAP AT TOP & BOTTOM OF SHEATHING AND SHEAR OPENING (OVER SHEATHING). FILL WHERE HEADER INTERRUPTS WALL EDGE NAILING PER ALL NAIL HOLES AT BLKG. AND DOUBLE TOP PLATE, SHEAR WALL SCHEDULE PROVIDE 8d NAILS @ 2" O.C. PROVIDE MSTA24, U.O.N. NEXT TO OPENING HEADER EXISTING FLOOR PER PLAN SHEATHING AND DOUBLE TOP PLATE NAILS PER PLAN ti NAILING STRAP PER PLAN SHEATHING PER PLAN A35 AT EXTERIOR HEADERS OVER _ 6'-0" IN LENGTH WALL OPENING (8) 10d-F 2x FLAT BLOCKING 9/S1.0 SINGLE PPLATE(AROVIDE BETWEEN FRAMING (WHERE EXISTPER ING2x10 JOIST PROVIDED PLANS. KING STUD DOUBLE STRAP IS PERPENDICULAR INSTALL NEW LUS210 EXISTING FLOOR FRAMING EXTERIOR OPENINGS TO FRAMING) HANGER TO (E) BEAM TO BE SHORED PRIOR TO OVER 8'-0" IN LENGTH ) PER PLAN BEARING WALL REMOVAL, PER ARCH. BEARING WALL REMOVED PER PLAN WITH TRIM STUD POST PER HEADER PER PLAN NEW BEAM INSTALLED. PLAN, (PROVIDE MIN. (2) 2x FLAT BLKG. AT STRAP., TYP. NEW POSTS AND 2x STUDS AT HEADERS 10d-F NAILS @ 8" O.C. EXTEND STRAP AS EXTEND STRAP AS CONNETIONS BEYOND PER OVER 6'-0" IN LENGTH) AT BUILT-UP STUDS, TYP. NOTED PER PLAN CONT. DBL. STUD JAMBS. NOTED PER PLAN PLAN 01 NAIL SHTG. TO EACH STUD w/ SHEAR WALL EDGE NAILING BLOCKING CONNECTION SCALE: NONE 9 TYPICAL FTAO STRAPPING AT NEW OPENING SCALE: NONE 1101 NEW BEAM, REMOVAL OF EXISTING BEARING WALL SCALE: NONE TYPICAL HEADER DETAIL AT EXISTING STUD WALL SCALE: NONE 1121 ■ HAREZLAK ENGINEERING HAREZLAK ENGINEERING 11745 87th Ave. S. Seattle, WA 98178 PH: 360.224.0627 E: phil@harezlakengineering.com W V Z W N 0 O 00 m W � J a U) z = N F_ ti 0 o Q W v) o to Z O LL oa= oMo 40 a- 0- N W REVISIONS: NO. I DESCRIPTION DATE PROJECT NUMBER: 23-113 ISSUE DATE: 04.10.2024 CURRENT REVISION: PERMIT SHEET NAME: GENERAL STRUCTURAL NOTES AND DETAILS SHEET NUMBER: S 1 03 2024 TEDMOND DE ENSERVCES RTMENT POST AND FOOTING TO BE VERIFIED AT EXTERIOR WALL HERE. EXISTING STRIP FOOTING BELOW NOTED TO BE 8" STEM WALL WITH 16" WIDE x 8" DP FOOTING w/ (2) #4 CONT. FOOTING WILL REQUIRE TO BE UNDERPINNED WITH RETROFIT PER DETAIL 2/S2.0. 0 CV EXISTING FOOTING NOTED ON STRUCTURAL DRAWINGS TO BE 36" S( x 12" DP FOOTING. NO REBAR IS NOTED. CONTRACTOR TO SAWCUT AND VERIFY EXISTING FOOTING, MAY REQUIRE SCANNING FOOTING TO DETERMINE IF REBAR IS INSTALLED. CONTRACTOR TO FIELD VERIFY CONNECTIONS OF POSTS TO THE EXISTING FOOTINGS. IF REBAR CANNOT BE CONFIRMED SEE DETAIL 1/S2.0 FOR RETROFIT FOOTING DETAIL. PLEASE CONTACT HAREZLAK ENGINEERING ONCE EXISTING FOOTING DIMENSIONS HAVE BEEN DETERMINED. L_ -1 L_ L_ 0 SCALE: 1/4"=V-0" PNOJECT Ad TRUE NORTH STRUCTURAL PLAN NOTES: 1. SHORING OF EXISTING STRUCTURE TO REMOVE AND REPLACE EXISTING BEAMS PER CONTRACTOR. 2. AS-BUILTS PROVIDED BY ARCH. CONTRACTOR TO FIELD VERIFY ALL FRAMING ELEMENTS, SPANS, DIRECTIONS, AND DIMENSIONS NOTED ON PLAN PRIOR TO CONSTRUCTION. CONTACT HAREZLAK ENGINEERING IF ON SITE CONDITIONS DIFFER THAN WHAT IS NOTED ON PLAN. 3. ADDITIONAL STRUCTURAL NOTES PER SHEET S1.0. 4. EXISTING FOUNDATION SYSTEM AND ELEMENTS TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. POST PER PLAN #4 DOWELS w/ POST BASE PER PLAN DRILL 4 EPDXY FOOTING REINFORCING PER SCHEDULE (E) SLAB- ON -GRADE ° 411 O TYP. _ Q JU o`o° ° ° °° 0o DdCoO0 Q ° 0 o cvs� FOOTING TO m BEAR DIRECTLY ON SU I TABLE BEARING SOILS 1'-0" MIN. Ir LAP WIDTH PER SCHEDULE 1 /S2.0 (N) BEARING POST AND STUDS PER PLAN EXISTING STEM WALL AND FOOTING PER PLANS TO REMAIN — ROUGHEN EXISTING CONCRETE FOR BOND CONNECTION TO NEW PAD SUITABLE SOIL BEARING CONDITIONS BY OTHERS loll 1 1'-4" 1 loll 3'-0" (N) 30" SQ. x 10" DP. FOOTING ENCAPSULATING EXISTING STRIP FOOTING, CTRD. ON STUD PACK ABOVE; PROVIDE (4) #4 E.W. BOT. AT NEW FOOTING 0 0 2/S2.0 (A O z� o~ W U C) CO0 <N O Z V M Q � W X > N W 0 moo E m —70 �OU Z a E0 IN C ° V W ry a� Q E W � AS'F�I U) Z � z O U) o 5577 F FC/STEOC LLU 0 S/ONAL E� a- 05.30.2024 Q LL z O U_ 0 0 r 0 E O 0 Np00 @� M rn C� -0 rn a o vicfj 06 � � mo �Z �w O �E @o N � W 3 LIJ 3 j � 3 U 88 LIJ o o 46 - �a Job #: 2023xx-xx Drawn: KJH JRS Checked: JRS Issuance: 3.20.2024 Submittal: 02.28.2023 LU Q 06 z O Lu N E N U) (0 m N W a- Q � _O � LL LIJ J LIJ LIJ RESUB Jun 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES D RTMENT S .0 LJJ W 2 U) I NEW 4x10 HEADER w/ (2) TRIMMER STUDS AND (1) KING STUD EA. SIDE, PER 12/S1.0. CONTRACTOR TO BLOCK BASEMENT LEVEL BELOW NEW STUDS. NEW CS16 STRAP TO ALIGN WITH HOLDOWN BELOV CONTRA( VERIFY A STUD PAI GIRDER l LOAD ABUVt OPENING PER 10/S 1.0 0 SCALE: 1/4"=1'-0" PNOJECT A TRUE NORTH STR, E AN ING 6 ST 3N W OW STRUCTURAL PLAN NOTES: 1. SHORING OF EXISTING STRUCTURE TO REMOVE AND REPLACE EXISTING BEAMS PER CONTRACTOR. 2. AS-BUILTS PROVIDED BY ARCH. CONTRACTOR TO FIELD VERIFY ALL FRAMING ELEMENTS, SPANS, DIRECTIONS, AND DIMENSIONS NOTED ON PLAN PRIOR TO CONSTRUCTION. CONTACT HAREZLAK ENGINEERING IF ON SITE CONDITIONS DIFFER THAN WHAT IS NOTED ON PLAN. 3. ADDITIONAL STRUCTURAL NOTES PER SHEET S1.0. 4. NEW WALLS TO BE SHEATHED AND NAILED PER SCHEDULE BELOW. SHEAR WALL SCHEDULE (HEM -FIR, 10d NAILING) BOTTOM PLATE ATTACHMENT TOP PLATE ATTACHMENT ALLOWABLE SHEAR WALL SHEAR SHEAR WALL PANEL PANEL 2x BOTTOM PLATE ANCHOR BOLTING RIM JOIST OR BLOCKING CAPACITY (PLF) WALL SHEATHING EDGE EDGE NAILING CONNECTION TO RIM OF SILL PLATE TO CONNECTION TO TOP PLATE TYPE O FRAMING O JOIST OR BLOCKING CONCRETE BELOW 4 5 6 2 7 BELOW 3x PLATE 2x PLATE INTERIOR WALL EXTERIOR WALL SEISMIC WIND SW 6 15/32" APA Zx 0.148" Ox2 4" 0.148"Qix3%" @ 6" O.C. %"0 @ 48" O.C. %"0 @ 48" O.C. A35 @ 16" O.C. LTP4 @ 16" O.C. 288 405 ONE -SIDE SHTG. @ 6" O.C. 9 NOTES: O1 INSTALL PANEL SHEATHING EITHER HORIZONTALLY OR VERTICALLY FOR THE ENTIRE LENGTH OF THE WALL PER PLAN. O2 ALL INTERMEDIATE WALL STUDS SHALL BE PER PLAN. PROVIDE BACKING FRAMING AT ALL PANEL EDGES INCLUDING HORIZONTAL BLOCKING PER THE SCHEDULE. O3 PROVIDE NAILING TO ALL PANEL EDGES, TOP & BOTTOM PLATES AND HORIZONTAL BLOCKING. PROVIDE THE SAME NAILING PATTERN TO EACH MULTIPLE STUD OF THE BUILT-UP HOLD DOWN POST. NAIL PANEL TO INTERMEDIATE FRAMING MEMBERS w/ 0.131"0 x 2 2" @ 12" O.C. ® EMBED CAST -IN -PLACE 5/8" 0 ANCHOR BOLTS 7" MIN. (OR EMBED ADHESIVE ANCHOR BOLTS 5 1/2" IN (E) CONCRETE; SEE STRUCTURAL NOTES). PROVIDE PLATE WASHER 3" x 3" x 1/4" AT EACH ANCHOR BOLT. SILL PLATES SHALL BE TREATED PER GENERAL NOTES, AND SHALL BE 2x OR 3x PER THE SCHEDULE. SEE DETAIL 1/S4.0 FOR OTHER REQUIREMENTS. O PROVIDE HOT DIPPED GALVANIZED NAILS, BOLTS, OR METAL PLATES FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED MEMBERS. © PROVIDE 0.131"0 x 1-1/2" LONG NAILS FOR CLIPS DIRECTLY ATTACHED TO FRAMING MEMBERS; PROVIDE 0.131"0 x 2-1/2" LONG NAILS FOR CLIPS INSTALLED OVER FLOOR OR WALL SHEATHING ON FRAMING MEMBERS. SEE 6/S4.1 FOR TOP PLATE SPLICE. O7 ALTERNATIVE TO 3x STUDS AND 3x HORIZ. BLOCKING IS (2) 2x STUDS/BLKG. NAILED TOGETHER WITH 0.148" 0 x 3" LONG NAILS WITH THE SAME SPACING AS THE PANEL EDGE NAILING PER THE SCHEDULE (STAGGER). ® STAGGER NAILS PER 2/S4.0. (9)RIM JOIST/BLOCKING MINIMUM WIDTH OF 1 %". STAGGER NAILS PER 2/S4.0 WHERE SPACING IS LESS THAN 6" O.C. EXISTING HD o z� OW U O � Z 00 coO O cDrnN O co w �000 70_76�1WO N VE I-- E c U W ry Q E J LU A WAS�F�� �\� J Q -A Z z O W o �O� 5577 v� F FBI lL STERFOG� ONAL F� O a- 05.30.2024 J Q W Z O H U_ 0 Cn ^, 0 r O 0 m I..L 00 mo (B � � C: Q -0 �_ _ •� a � U z ''^^ O VJ -0 7�6o 06 0/ M 0 aNi m z m w L `, J O �E m (� N � -N � W '� 3 4-1 -2 z W •`v�' g3 j s � 3 > `m Uj O o s m F a Job #: 2023xx-xx Drawn: KJH JRS Checked: JRS Issuance: 3.20.2024 Submittal: 02.28.2023 W Q 0 06 z O U) W L O _O H N W M aL _ _o 0. LL W J W W RESUB Jun 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES MENT D T.1 S W W Cn I U28 HAI 6x8 POST AC6 BRA( NOTE: M, CLEAR L ALL FRAMING ELEMEf NOTED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION EXISTING MAIN FLOOR FRAMING 4 POSTS w/ AC4 ;KETS TO BM JGERS 0 SCALE: 1/4"=1'-O" PNOJECT TRUE NORTH STRUCTURAL PLAN NOTES: 1. SHORING OF EXISTING STRUCTURE TO REMOVE AND REPLACE EXISTING BEAMS PER CONTRACTOR. 2. AS-BUILTS PROVIDED BY ARCH. CONTRACTOR TO FIELD VERIFY ALL FRAMING ELEMENTS, SPANS, DIRECTIONS, AND DIMENSIONS NOTED ON PLAN PRIOR TO CONSTRUCTION. CONTACT HAREZLAK ENGINEERING IF ON SITE CONDITIONS DIFFER THAN WHAT IS NOTED ON PLAN. 3. ADDITIONAL STRUCTURAL NOTES PER SHEET S1.0. o z� OW U o Z coo 0 cDrnN O co w 0 oo E LU m _70 70�1 � N V = a EO 4 In 70 U W ry a� Q E Hq W a SRF CWin�I J Z � z O Cn coUj �0 5577 F F�ISTERF U- G S ONAL E� O a- 05.30.2024 J Q W Cn Z O H U_ 0 0 0 r 0 O m LLLL 00 mo M C: Q co -0 �_ •U) a U 0 O TVSJ Al y VJ n/ CO 006 aNi c6 m O w U m z m w LL `, J O E (� N � m 2 -N � W '� 3 -2 z W g3 j � 3 w a� o - �a Job #: 2023xx-xx Drawn: KJH JRS Checked: JRS Issuance: 3.20.2024 Submittal: 02.28.2023 W Q 0 06 z O U) W V/ yJ E -0 ° ° U N w ° � Cn _ CIO ' x a w W J W W RESUB Jun 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES RTM 2 S20 W a: Cn 00 * NOTE: 18" EAVE @ 12" EAVE T) NOTE: 9'-0" PL NEW 5.25 x 11.87 FRAMED NEW (3) 2x BEARING STUDS IN WALL PER DETAIL 4/S1.0 OR INSTALL 6x6 POST w/ EPC6Z POST CAP. FIELD VERIFY THAT NEW POST ALIGNS WITH COLUMN ON MAIN LEVEL 4xE CA EXISTING UPPER FLOOR FRAMING 0 SCALE:1/4"=V-0" PNOJECT A TRUE NORTH STRUCTURAL PLAN NOTES: 1. SHORING OF EXISTING STRUCTURE TO REMOVE AND REPLACE EXISTING BEAMS PER CONTRACTOR. 2. AS-BUILTS PROVIDED BY ARCH. CONTRACTOR TO FIELD VERIFY ALL FRAMING ELEMENTS, SPANS, DIRECTIONS, AND DIMENSIONS NOTED ON PLAN PRIOR TO CONSTRUCTION. CONTACT HAREZLAK ENGINEERING IF ON SITE CONDITIONS DIFFER THAN WHAT IS NOTED ON PLAN. 3. ADDITIONAL STRUCTURAL NOTES PER SHEET S1.0. 4. CONTRACTOR TO FIELD VERIFY IF INTERIOR BEARING WALL IS SHEATHED WITH PLYWOOD. SHOULD THERE BE PLYWOOD SHEATHING, DO NOT REMOVE THE WALL AND CONTACT HAREZLAK ENGINEERING FOR FURTHER REVIEW AND RETROFIT. o z� OW U o Z o� 00 cDrnN O co W �ooo m70_70LU��1 VE = aE0ONIn 70 0 U W 0 Q E Hq ° WAsl, W U) J O Ct �0 U) C1) 5577 v� FG / S T E�FO L S�ONAL E� O a- 05.30.2024 J Q W Cn Z O H U_ 0 0 0 r O m 00 �o M Q Co �_ •U) a � U 0 ,max VJ O -0 � CO 0 aNi c6 �o � Z �o (CS N � m 2 C= W N '� 3 -2 z L.L. 3 j � 3 > `m w O m o_ s m F a Job #: 2023xx-xx Drawn: KJH JRS Checked: JRS Issuance: 3.20.2024 Submittal: 02.28.2023 w Q 0 06 z O U) w E O Co �= L p o U N O L.L 0) W � c Q � �X W a Z LIJ J W W RESUB Jun 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES RTM--- S2 0 E LJJ LJJ X: U) 00