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APPROVED BLD BLD2024-0934+Architectural_Plan+7.18.2024_10.11.42_AM+4386396WEST ELEVATION OF RESIDENCE LOCATION OF VEHICLE IMPACT - SOUTH ELEVATION HOLDOWN TO 5E REATTACHED INTERIOR AND EXTERIOR WALL DAMAGE SHORING AND DAMAGED EXTERIOR WALL FRAMING SCOPE OF WORK THIS PERMIT, SHOWN SHADED SITE PLAN 0M, SCALE: 1" = 10'-0" GENERAL NOTES: GENERAL CONDITIONS: 1. DO NOT SCALE DRAWINGS. 2. REPETITIVE FEATURES MAY 5E DRAWN OR CALLED OUT ONCE, BUT SHALL 5E COMPLETELY PROVIDED AS IF DRAWN IN FULL. 3. ALL WORKMANSHIP SHALL 5E OF THE HIGHEST QUALITY AND SHALL 5E IN ACCORDANCE WITH ALL MANUFACTURERS' SPECIFICATIONS, DIRECTIONS AND RECOMMENDATIONS. THE WORK SHALL ALSO 5E IN STRICT CONFORMANCE WITH INDUSTRY STANDARDS AND COMPLY WITH SOUND ENGINEERING AND CONSTRUCTION PRACTICES. THE CONTRACTOR SHALL REPLACE PORTIONS OF THE INSTALLED WORK THAT DOES NOT MEET THESE REQUIREMENTS AT THEIR EXPENSE. 4. ALL WORK SHALL 5E PERFORMED IN ACCORDANCE WITH APPLICA5LE FEDERAL, STATE AND LOCAL LAWS, AND IN ACCORDANCE WITH CURRENT CODE REQUIREMENTS. 5, THE CONTRACTOR SHALL COORDINATE ALL REQUIRED LOCAL JURISDICTION INSPECTIONS AND SPECIAL INSPECTIONS. THE CONTRACTOR SHALL PROVIDE COPIES OF THE INSPECTION REPORTS TO THE OWNER 6_ ALL NEW AND/OR REPLACEMENT MATERIALS SHALL 5E EQUAL OR SETTER IN KIND AS EXISTING MATERIALS. -1. PLUMBING, MECHANICAL AND ELECTRICAL WORK CAS REQUIRED FOR REPAIR WORK) TO 5E FILED UNDER SEPARATE PERMITS. PLUMBING, MECHANICAL AND ELECTRICAL REPAIR DESIGN TO 5E PERFORMED 5Y LICENSED AND QUALIFIED PLUMBING, MECHANICAL AND ELECTRICAL CONTRACTORS. ALL NEW MECHANICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE WASHINGTON STATE ENERGY CODE. 8. CONTACT THIS OFFICE AT (206) 281--l500 IF ANY ADDITIONAL DAMAGE IS FOUND OUTSIDE THIS SCOPE OF WORK DURING DEMOLITION OR ANY VARIATIONS TO THE SITE OR EXISTING 5UILDING(5) ARE FOUND DURING THE CONSTRUCTION WORK SITE CONDITIONS SAFETY AND DEMOLITION: 9. THE CONTRACTOR SHALL 5E SOLELY RESPONSIBLE FOR THE CONDITIONS AT THE J05 SITE, INCLUDING THE SAFETY OF ALL PERSONS AT THE J05 SITE DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 5E LIMITED TO NORMAL WORKING HOURS. 10, THE CONTRACTOR SHALL PROVIDE ACCEPTABLE SAFETY AND SECURITY MEASURES AND SHALL MAINTAIN SAFETY AND SECURITY AT THE JOB SITE DURING THE ENTIRE COURSE OF THE PROJECT. 11. THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT THE PU5LIC FROM INJURY DUE TO DEMOLITION AND REPAIR WORK. BARRICADES ARE TO REMAIN IN PLACE AFTER DEMOLITION WORK HAS BEEN COMPLETED AND THROUGHOUT THE DURATION OF THE WORK. 12, THE CONTRACTOR SHALL REASONABLY SECURE SCAFFOLDING, WORK AREAS, BUILDING MATERIALS AND TOOLS FROM ACCESS TO THE PU5L ALL TIMES. THE INFORMATION ON THIS SITE PLAN IS SCHEMATIC AND HAS BEEN DERIVED FROM THE SITE PLAN INFORMATION ON THE ORIGINAL PERMIT DRAWINGS PREPARED 5Y NOVION GROUP ARCHITECTURE INC., TITLED "FAIRWINDS DEVELOPMENT" AND HAVE BEEN MODIFIED TO INDICATE THE CURRENT SCOPE OF REPAIRS GENERAL NOTES (CONT.): 14. PROTECT EXISTING FINISHES, FIXTURES, EQUIPMENT, ETC. THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. B. THE CONTRACTOR SHALL TRANSPORT AND DISCARD IN A LEGAL MANNER ALL CONSTRUCTION DEBRIS AND REMOVED ITEMS NOT INTENDED FOR REUSE. 16. INSPECT CONCEALED SPACES UNCOVERED DURING THE DEMOLITION PHASE FOR ADDITIONAL DAMAGE. CONSTRUCT ION: 1-1. ALL SUCH PRODUCTS AND MATERIALS SHALL 5E INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, INDUSTRY STANDARDS AND CODE REQUIREMENTS. 10. PROVIDE WEATHER -RESISTIVE / AIR BARRIER BEHIND WALL CLADDING IN ACCORDANCE WITH WSRC R-103.2 AND R-103.1.1 AND THE WASHINGTON STATE RESIDENTIAL ENERGY CODE R402.4 AND TA5LE R402.4.1.1. WEATHER -RESISTIVE / AIR 5ARRIER SHALL 5E CONTINUOUS AND ALL JOINTS SHALL 5E TAPED OR SEALED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 19, PROVIDE FL,45HING5 FOR EXTERIOR 5UILDING COMPONENTS IN ACCORDANCE WITH WSRC R-103.4. 20. THE CONTRACTOR SHALL VERIFY THAT ALL WATERPROOFING COMPONENTS ARE COMPATIBLE WITH EACH OTHER, I.E. SEALANTS AND 5ACKER ROD, SEALANTS, AND SELF ADHESIVE (PEEL 'N' STICK) MEMBRANE, ETC. 21, ALL NEW WINDOWS, SKYLIGHTS AND EXTERIOR DOORS SHALL COMPLY WITH THE CURRENT EDITION OF THE WASHINGTON STATE ENERGY CODE. 22. WINDOWS, SLIDING GLASS DOORS AND DOORS SHALL 5E INSTALLED WITH PENETRATION FLASHINGS AND IN ACCORDANCE WITH WSRC R-103.4 AND WITH ASTM E 2112. 23. PROVIDE MINIMUM R-3 PER INCH FOR EXISTING EXPOSED CEILING, WALL, OR FLOOR CAVITIES WASHINGTON STATE ENERGY CODE R503.1.1 EXCEPTION 2, 24. PROVIDE DIFFERENTIAL METAL PROTECTION TO PREVENT GALVANIC ACTION WHERE OCCURS. 13. THE REQUIRED AND/OR IMPLIED DUTY OF PACIFIC ENGINEERING ALL WORK SUBJECT TECHNOLOGIES, INC., TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT, AND IS NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY TO FIELD MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE, INSPECTION FOR OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE SCOPE OF WORK SUMMARY TYPE: VEHICLE IMPACT REPAIR THE PURPOSE OF THESE DOCUMENTS IS TO SHOW THE DETAILS NECESSARY TO REPAIR STRUCTURAL DAMAGE FROM THE IMPACT OF A VEHICLE AT THE SUBJECT RESIDENCE IN EDMONDS, WASHINGTON. THE REPAIRS ARE IN ACCORDANCE WITH 6E5C CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS AND CHAPTER 4 REPAIRS. THE SCOPE OF WORK IS TO REPAIR THE DAMAGE TO THE HOUSE IN -KIND, THERE ARE NO ALTERATIONS OR ADDITIONS. AN EXTERIOR WALL AND AN INTERIOR WALL ARE BEING REPLACED. THERE IS NO DAMAGE TO THE FLOOR OR THE FOUNDATION. THERE IS NO INCREASE IN THE EXISTING 5UILDING FOOTPRINT, SQUARE FOOTAGE, OR HEIGHT, EXCLUSIONS: NO REVIEW HAS BEEN MADE OF THE ADEQUACY OF THE EXISTING UNDAMAGED FRAMING MEMBERS. ARCHITECTURAL DETAILING SUCH AS, BUT NOT LIMITED TO. ROOFING, WEATHER -RESISTIVE ASSEMBLIES, WATERPROOFING, EXTERIOR SIDING, FLASHING, VENTILATION, WINDOWS, DOORS, INSULATION, FIRE -RESISTIVE ASSEMBLIES, VAPOR RETARDERS, INTERIOR FINISHES, ETC. IS NOT INCLUDED IN THESE DRAWINGS. MECHANICAL, ELECTRICAL AND PLUMBING WORK IS NOT INCLUDED WITH THIS PERMIT AND SHOULD 5E FILED UNDER A SEPARATE PERMIT, IF REQUIRED. L Alder St 'eck Ln Edmonds Bowl .,'zrger Ace Hardware °ek 1--' Quality Paint Brands imonds 0 ity Park a L Pine St Yost Pool y Alder St A'derS! Walnut St 9 Cedar St (n a Spruce St a Spruce St L Q, 00 QTurfco Services Laurel St Pine Street v) Playfield Q N a (A y L Co > > Q Q Q L_ �D F,St PINE PARK NEIGHBORHOOD N CIO Elm St Q U 00 ing (U a n i VICINITY MAP Ai"kh' SCALE: N.T.S. Cj 214th PI SW 10 S 1 TE 21g"b St s - dio okto 216th St SW i; 19 a 3 217th St SW L 00 > rn Q Bowdon W 3 ay > a W c N J 218th Q� N a Q#1!AAA A AFH (Provi Westgate 3 :-; Elementary School a a > v a 3 rn a o > Q a q � r ,o ASSESSOR'S No.: 2-1032r;00116500 LEGAL DESCR1PT 1ON: SECTION 25 TOWNSHIP 21 RANGE 03 QUARTER NE LOT 2 OF CITY OF ED SP PLN20170033 REC UNDER AFN 201010085001 BEING PTN OF NE 1/4 SD SEC 51,11LD INC- DATA: JURISDICTION: CITY OF EDMONDS CODES: 2021 WASHINGTON STATE RESIDENTIAL CODE (WSRC) 2021 WASHINGTON STATE EXISTING BUILDING CODE (W5E5C) ZONING: R5-5 - RESIDENTIAL OCCUPANCY: R-3 (SINGLE FAMILY RESIDENCE) LOT SIZE: 9,145 SQ. FT. OR .21 ACRES 5UILDING AREA: FIRST FLOOR: 1,436 5Q. FT. (PER 5NOHOM16H COUNTY) BASEMENT: 1,178 SQ, FT ATTACHED GARAGE 539 SQ, FT, SHEET INDEX SHEET 1 SITE PLAN, VICINITY MAP, PHOTOGRAPHS AND NOTES SHEET 2 STRUCTURAL NOTES, PARTIAL FIRST FLOOR PLAN AND SECTIONS City Of Edmonds Building Department Work REMODEL Address 915 PINE ST Owner AUGUSTAVO & BAYER Approved Date 07/30/2024 Building Official Erg ....................................... Permit Number BLD2024-0934 RECEIVED Jul 19 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ALL INFO" IATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. (4 COPYRIGHT 2024 0 0 z z N aL � w " In > o v �z. -i o U U Y o r Q 0 I CD 00 o N 0 N � ^ 0 0 N OD o a� rn •� I N + 00 Cn 0 C� o� N z 0Lr) o N N �CD U �% N � d+ co � M -0CD �o CD — N 00 d) LU O Z n _Z U� OL Z � x COL L (-) ;T) OL 7/17/2024 24161 WD 01.dwg Job No. 24161.00 STRUCTURAL NOTES: CODE: THE WASHINGTON STATE RESIDENTIAL CODE (WSRC) 2021 EDITION AND THE 2021 WASHINGTON STATE EXISTING BUILDING CODE (WSEBC). TITEN HD ANCHORS: USE TITEN HD HEAVY DUTY SCREW ANCHORS BY SIMPSON STRONG -TIE, INC. (ICC-ES REPORT *2113) FOR ATTACHMENT TO CRACKED OR UNCRACKED CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ANCHORS SHALL BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER NAILS: NAILING SHALL BE IN ACCORDANCE W/ FASTENING SCHEDULE TABLES 11-13 IN ICC-ES EVALUATION REPORT E5R-1539 PREPARED FOR THE INTERNATIONAL STAPLE, NAIL AND TOOL ASSOCIATION (ISANTA). ALL NAILS SHALL HAVE STANDARD SIZE ROUND HEADS UNLESS NOTED OTHERWISE ON THE DRAWINGS. NAIL LENGTHS AND DIAMETERS SHALL BE AS FOLLOWS: loci 3" x 0.131'' DIA, 106 COMMON 3" x 0.148" DIA. ALL NAILS EXPOSED TO WEATHER OR IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED PER ASTM A153-CLA65 D. LIGHT GAUGE FRAMING CONNECTORS: NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE 5IMP50N STRONG -TIE COMPANY, DUBLIN, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL LOAD CAPACITIES. CONNECTORS SHALL BE FASTENED TO THE FRAMING MEMBERS USING THE NUMBER AND TYPE OF FASTENERS CALLED FOR BY MANUFACTURER CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE ZMAX/HDG GALVANIZED. ALL FASTENERS USED WITH ZMAX/HDG GALVANIZED CONNECTORS SHALL BE HOT -DIPPED GALVANIZED PER ASTM A153-GLA55 D OR SDS SCREWS WITH PROPRIETARY COATING. STRUCTURAL LUMBER GRADES AND SHEATHING RATINGS: ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING RULES FOR WESTERN LUMBER USE THE FOLLOWING SPECIES AND MINIMUM GRADE: STUDS 8 COLUMNS HEM -FIR *2 Fc=1300 PSI OR STUD GRADE Fc=500 PSI WALL PLATES 8 SILLS HEM -FIR 02 Fb=550 PSI ALL SHEATHING SHALL BE APA PERFORMANCE RATED PANELS. SHEATHING SHALL BE PLYWOOD OR ORIENTED STRAND BOARD (OSB). BOND CLASSIFICATION SHALL BE 'EXPOSURE 1' WHERE PROTECTED FROM THE WEATHER BOND CLASSIFICATION SHALL BE 'EXTERIOR' WHERE EXPOSED, SUCH AS EAVE AND SIDING APPLICATIONS. ALL ABUTTING PANELS SHALL HAVE 1/8" GAP. WOOD PROTECTION / TREATMENT: ALL LUMBER IN CONTACT WITH GROUND OR CONCRETE OR EXPOSED TO THE ELEMENTS SHALL BE PRESSURE -TREATED (NOTED P.T.) IN ACCORDANCE WITH AWPA STANDARD U1. USE THE FOLLOWING MINIMUM AWPA USE CATEGORIES: INTERIOR/DAMP (WOOD SILL PLATES): UC2 PAINT ALL SCARS, CUTS AND DRILL HOLES WITH A WOOD PRESERVATIVE THAT IS COMPATIBLE WITH THE CHEMICALS USED FOR THE PRESSURE TREATMENT OF THE WOOD. PRESERVATIVES FOR FIELD TREATMENT SHALL MEET THE REQUIREMENTS OF AWPA STANDARD M4. GENERAL WOOD FRAMING NOTES: 1. MINIMUM NAILING SHALL BE IN ACCORDANCE WITH FASTENING SCHEDULE TABLES 11-13 IN ICC-ES EVALUATION REPORT E6R-1539. 2. ALL COLUMNS NOT CALLED OUT ON THE PLANS AND/OR SCHEDULE SHALL BE (2) STUDS SPIKED TOGETHER WITH lod COMMON NAILS AT 6" O.G., STAGGERED WITH ADJACENT NAILS DRIVEN FROM OPPOSITE SIDES. 3. ALL LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 10d NAILS AT 6" O.G. ALONG EACH EDGE UNLESS OTHERWISE NOTED. 4. PROVIDE CUT WASHERS FOR ALL BOLT HEADS AND NUTS BEARING ON WOOD, 5. PROVIDE SILL SEAL/GASKET BETWEEN LUMBER AND CONCRETE OR MASONRY. SEALER/GASKET SHALL PROVIDE A CAPILLARY BREAK 6. ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2x8 OR A 3 1/2'x 1 1/4'' LAMINATED STRAND LUMBER (LSL) WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4'-0'' WIDE OR LESS, AND (2) 2x12 WITH TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4'-o" WIDE. 1. PROVIDE ONE LAYER OF 40* ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. S. CURRENT WSRC BUILDING CODES ARE AVAILABLE ONLINE FOR FREE PUBLIC ACCESS AT CODES.ICCSAFE.ORG. SHEAR WALL GENER � NOTES: SHEAR WALLS NOTED 'SW' ON THE PLANS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: 1, ALL PANEL EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING (AS INDICATED IN SHEAR WALL SCHEDULE). PROVIDE SOLID BLOCKING AT PANEL EDGES AS REQUIRED. 2, SHEATHING SHALL BE APPLIED DIRECTLY TO FRAMING. 3. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF WALLS NOTED ON PLANS. ENDS OF WALLS ARE DESIGNATED BY EXTERIOR OF BUILDING, CORRIDORS, OR DOORWAYS. PROVIDE HOLDOWNS AT SHEAR PANEL ENDS AS NOTED ON PLANS. 4. SHEATHING NAILS SHALL BE SPACED AT 12'' ON CENTER ALONG INTERMEDIATE SUPPORTS (SHEATHING FIELD NAILING). 5. DISTANCE BETWEEN UPPER TOP PLATE SPLICE AND LOWER TOP PLATE SPLICE SHALL BE 2'-0'' MINIMUM WITH (12) lod NAILS. PROVIDE M5T21 STRAP WHERE 2'-0'' CANNOT BE ACHIEVED. 6. REFERENCE TOP PLATE REPLACEMENT DETAIL ON THIS SHEET FOR NAILING AND STRAP INFORMATION. 1. SHEAR WALL EDGE NAILING IS REQUIRED AT STUDS WHERE HOLDOWNS ARE LOCATED. 5. NAIL PERPENDICULAR SHEAR WALLS TOGETHER WITH loci FACE NAILS AT 6" O.G. 9. REFERENCE TYPICAL SHEAR WALL DETAIL ON THIS SHEET FOR NAIL, CLIP, AND ANCHOR BOLT LOCATIONS. 10. MINIMUM (2) ANCHOR BOLTS PER SHEAR WALL. ANCHOR BOLTS SHALL BE EMBEDDED IN CONCRETE A MINIMUM OF 6". ALL ANCHOR BOLTS IN SHEAR WALLS SHALL HAVE A MINIMUM OF 0.229" THICK BY 3" SQUARE PLATE WASHERS. THE EDGE OF THE PLATE WASHER SHALL EXTEND TO WITHIN 1/2'' OF THE EDGE OF THE BOTTOM PLATE ON THE SHEATHED SIDE. 11. SIZE AND SPACING OF ANCHOR BOLTS SHALL BE AS INDICATED IN SHEAR WALL TABLE. IF NO ANCHOR BOLTS ARE DISCOVERED, INSTALL NEW POST -INSTALLED TITEN HD ANCHOR BOLTS AS INDICATED IN SHEAR WALL SCHEDULE. HOLDOWN NOTES: 1. SHEAR WALL PANEL EDGE NAILING REQUIRED AT HOLDOWN STUDS. MINIMUM OF (2) STUDS AT EACH HOLDOWN, UNLESS NOTED OTHERWISE. 2. NAIL ADJOINING STUDS TOGETHER IN ACCORDANCE WITH PANEL EDGE NAILING IN SHEAR WALL SCHEDULE. MIN. (2) STI AT END Of SHEAR WA RIM JOIST PANEL ED JOINT END COLD STUDS PEf WALL SCHI NEW OR E: ANCHOR I° SHEAR WA FOR S 1 ZE =W OR EXIST. STUD 4LL FRAMING FLOOR SHEATHING BOTTOM PLATE FLOOR JOISTS :;TION PER SHEAR CHEDULE E TOP PLATE WALL SHEATHING PER WALL SCHEDULE EDGE NAILING REF. WALL SCHEDULE %CH PANEL EDIATE STUD x. REF. SHEAR WALL JLE EXIST. P.T. _ATE 7,ONC. FOUNDATION TYPICAL SHEAR WALL DETAIL SCALE: NO TO SCALE SHEAR WALL SCHEDULE PLAN PANEL EDGE RIM JOIST OR BOTTOM PLATE ANCHOR BOLTS DESIGNATION SHEATHING NAIL SPACING BLKG. TO TOP TO RIM TO GONG. BELOW PLATE JOIST/BLKG. 1/16" PLYWOOD SIMPSON LTP4 EXISTING 1/2"0 ANCHOR SW OR 055 ONE 10d AT 6" O.C. OR A35 CLIPS SIMPSON 5DW522400 BOLTS AT 5'-o" O.G. OR SIDE AT 24'' O.C.SCREWS AT 16" O.C. 1/2'0 TITEN HD ANCHOR AT 5'-o" O.G. 2x WOOD FRAMED STUD WALL R-21 INSULATION P.T. 2x SILL PLATE EXIST. CONC. SLAB SECTION ❑� SCALE: 3/4'' = 1'-0" EXTERIOR SHEAR WALL SHEATHING PER SHEAR WALL SCHEDULE REATTACH EXIST. HOLDOWN STRAP PER PLAN REUSE EXIST. ANCHOR BOLTS AND INSTALL NEW 1/2'' TITEN HD ANCHORS AS REQ'D TO MAINTAIN 5'-0" MAX. SPACING PER SHEAR WALL SCHEDULE EXIST. CONC. FOUNDATION APPROXIMATE E: EXTERIOR SHEAF SHEATHING To BE AND REPLACED i WALL GENERAL N SHOWN L EGEND : 0 2x WOOD FRAME WALL SW (2) ROWS OF lod COMMON NAILS AT 3" O.C., STAGGERED 16" MIN. 16" MIN. DAMAGE TO UPPER TOP PLATE ONLY EXISTING WOOD FRAME WALL EXTERIOR SHEAR WALL SHEATHING PER SHEAR WALL GENERAL NOTES NEW WINDOW EXISTING WINDOW REMOVE AND REPLACE DAMAGED UPPER TOP PLATE ALIGN JOINTS W/ STUDS OR PROVIDE NEW STUD AT JOINTS, TYP. CONTRACTOR TO VERIFY THERE ARE NO EXIST. JOINTS IN THE UPPER OR LOWER TOP PLATES IN THIS AREA. IF THERE IS A JOINT, INSTALL A SIMPSON LSTA30 STRAP W/ (22) 10d COMMON x 1 1/2" LONG NAILS ACROSS THE JOINT ID14 'H PARTIAL FIRST FLOOR PLAN- O�N SCALE: 1/4'' = 1'-0" NOTE: THE INFORMATION ON THIS FLOOR PLAN IS SCHEMATIC AND HAS BEEN DERIVED FROM THE FLOOR PLAN INFORMATION ON THE ORIGINAL PERMIT DRAWINGS PREPARED BY NOVION GROUP ARCHITECTURE INC., TITLED "FAIRWINDS DEVELOPMENT" AND HAVE BEEN MODIFIED TO INDICATE THE CURRENT SCOPE OF REPAIRS SIMPSON M6T21 W/ (30) 10d COMMON x 1 1/2'' LONG NAILS REMOVE AND REPLACE DAMAGED UPPER AND LOWER TOP PLATE ALIGN JOINTS W/ STUDS OR PROVIDE NEW STUD AT JOINTS, TYP. DAMAGE TO UFFER ,AND LOUDER TOP PLATE TYPICAL TOR PLATE REPAIR DETAIL SCALE: 3/4'' = l'-0" RECEIVED Jul 19 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ALL INFOWATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2024 0 0 0 Z Z CV v w fIl > ov 3 i 10 U i N 2 Q or O LU O O O U d) LU U U� E� c U nn �1— U� Z LU LU 2 0 0 I N d N O 7/17/2024 24161 WD 01.dwg U) Job No. 24161.00