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SEE REV1 APPROVED FIR BLD RESUB2 BLD2024-0935+Architectural_Plan+9.10.2024_8.14.38_AM+4489944Approved D F M ahY%s Burt South County Fire Date: 09/18/2024 09-18-2024 RESUB 1 PLAN REVIEW APPROVED WITH CONDITIONS: 1. 6 INCH ADDRESS NUMBERS SHALL BE IN CONTRASTING COLOR TO THEIR BACKGROUND AND BE VISIBLE FROM THE STREE. 2. CONFIRM FIRE EXTINGUISHERS ARE SERVICED. 3. CONFIRM THAT ANY EXIT SIGNS ARE OPERATION. DFM BURT OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES .......................................� O EXISTING MAIN FLOOR PLAN PLAN NOTES 1.) ALL DIMENSIONS TO FACE OF FRAMING. 2.) GC TO VERIFY LOCATION OF EXISTING FRAMING AND HEADERS. i OBTAIN A SEPARATE •. PLUMBING PERMIT FROM THE CITY OF • EDMONDS. i ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE 1 /4" = 1'-0" APPROVED PLANS MUST BE ON JOB SITE City Of Edmonds Building Department -------------- Work REMODEL -------------------- ------------------- Address 218 3RD AVE N Owner EDMONDS AUTOMOTIVE ---------------------- Approved Date ; 09/010/2024 - - - - --------- - - Building Official Permit Number: BLD2024-0935 -------------------------------- PROJECT INFORMATION OWNER NAME: GASWORKS INVESTMENTS LLC SITE ADDRESS: 218 3RD AVE N EDMONDS, WA 98020-3109 TAX ACCOUNT#: 00434400501000 ZONING: BD2 LEGAL DISCRIPTION: EDMONDS PLAT OF BLK 005 D-00 - LOT 10 LOT AREA: 0.17 ACRES (7,405 SF) OCCUPANCY GROUP & CONSTRUCTION TYPE: STORAGE GROUP S-1: AREA #1 CONSTRUCTION TYPE V-A - SPRINKLERED BUILDING #1 AREA: 1,445 SF BUSINESS GROUP B: OFFICE - AREA #2 CONSTRUCTION TYPE V-A - SPRINKLERED BUILDING #2 AREA: 381 SF OCCUPANT LOAD CALCULATION: TABLE 1004.5 — MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT FUNCTION OF SPACE FLOOR AREA PER OCCUPANT BUSINESS AREAS 150 SF GROSS STORAGE 300 SF GROSS STORAGE AREA #1 = 1,445 SF/300 = 4.82 (5) OCCUPANTS BUSSINESS AREA #2 = 381 SF/150 = 2.54 (3) OCCUPANTS TOTAL = 8 OCCUPANTS GENERAL NOTES ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES INCLUDING THE 2021 INTERNATIONAL BUILDING CODE AS WELL AS THE 2021 WASHINGTON STATE ENERGY CODE AS WELL AS THE CURRENT CITY OF EDMONDS CODE. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH DESIGN DRAWINGS FOR BIDDING AND CONSTRUCTION. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. REFER TO DIMENSIONS AND NOTES FOR SIZES AND LOCATIONS; DO NOT SCALE DRAWINGS. DIMENSIONS ARE TO FACE OF STUD OR MASONRY WALL AND CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITNG TO THE PROJECT DESIGNER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. SHORING AND BRACING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTUCTION AS REQUIRED BEFORE ANY STRUCTURAL MEMBERS ARE REMOVED OR BEFORE ANY NEW LOADS ARE ADDED UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE OR VEGETATION. WHERE NEW CONCRETE OR REINFORCED MASONRY ABUT EXISTING CONCRETE OR MASONRY, PROVIDE THREADED BARS INTO THREADED EXPANSION INSERTS TO MATCH AND LAP HORIZONTAL REINFORCING UNLESS NOTED OTHERWISE ON DRAWINGS. CONTRACTOR SHALL CHECK FOR ROT OR INSECT INFESTATION AT ALL WALLS, AREAS SHOWING WATER STAINS, AND ALL WOOD MEMBERS. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE ARCHITECT. STROBL DESIGN LLC 1122 NORTH J ST TACOMA, WA 98403 PHONE: (206) 661-3622 FIEGISTERIM HIT A STATE CIF WP�SH I N�TC?N LLB 0 75 0 D CD U^ N v! N o Q 00 rn Z z Q �: 0 w aC'j moo z 0 0 w , o N W REVISIONS BY 8/27/2024 JS 9/10/2024 JS RESUB Sep 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 7/18/2024 Scale 1 /4" = 17-0" Drawn JS Job Sheet (D PROPOSED MAIN FLOOR PLAN PLAN NOTES 1.) ALL DIMENSIONS TO FACE OF FRAMING. 2.) GC TO VERIFY LOCATION OF EXISTING FRAMING AND HEADERS. (:) PROPOSED ENLARGED BATH PLAN 1/4" _ 11-021 \I/ 1 /4" = 1'-0" NORTH C) RAB BARS COMPLYING WITH ;C A117.1-2009 609 OILET PAPER ISPENSER TYPICAL MOUNTING HEIGHTS SCALE: 1 /2" = 1'-0" DOOR SCHEDULE WIDTH X HEIGHT O3'-0" X 6'-8", OUTSWING DOOR, GLAZED, TEMP., 0.30 U—VALUE DOOR NOTES: 1.) NEW DOORS TO BE INSULATED LOW E, ARGON GAS FILLED 2.) CONTRACTOR TO VERIFY ALL ROUGH OPENING DIMENSIONS W/MANUFACTURER PRIOR TO FRAMING. WINDOW SCHEDULE WIDTH X HEIGHT O4'-0" X 6'-0'2 O6'-10" X 62— 0", WINDOW NOTES: PICTURE WINDOW, 0.30 U—VALUE, TEMP. PICTURE WINDOW, 0.30 U—VALUE, TEMP. 1.) NEW WINDOWS TO BE INSULATED LOW E, ARGON GAS FILLED, MINIMUM U—VALUE OF 0.30, & NFRC CERTIFIED, TYP. 2.) CONTRACTOR TO VERIFY ALL ROUGH OPENING DIMENSIONS W/MANUFACTURER PRIOR TO FRAMING. I F -`FNIfl EXISTING WALL TO REMAIN NEW 2X6 WOOD STUD © 16" O.C. WALLS WITH 1 /2" GYPSUM WALLBOARD ON INTERIOR SIDE, LEVEL FIVE FINISH, PAINT COLOR PER OWNER NEW 2X4 WOOD STUD © 16" O.C. WALLS WITH 1 /2" GYPSUM WALLBOARD ON EACH SIDE, LEVEL FIVE FINISH, PAINT COLOR PER OWNER LAFVJLL/ ""ILIA JUFFLI MIND VIIHIIV nrLJ 3F]MLL DL INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. NO SHARP OR ABRASIVE SURFACES ALLOWED UNDER LAVATORIES AND SINKS, TYP. STROBL DESIGN LLC 1122 NORTH J ST TACOMA, WA 98403 PHONE: (206) 661-3622 REGISTE�� HIT JFA STATE CIF WASHINGT0N w 0 75 0 D Q U^ CDv! N O Q 00 CY) Z Z Q 0 W aC'j moo z o00� w , o N W REVISIONS BY 8/27/2024 JS 9/10/2024 JS RESUB Sep 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 7/18/2024 Scale 1 /4" = 1'-0" Drawn JS Job Sheet A4 PARTITIONS CONSTRUCTED PER IBC 2902.2.2 . �N I IEBC PERSCRIPTIVE PATH FOR ALTERATIONS - 20% OF PROJECT COSTS TO GO TOWARDS UPGRADING RESTROOMS TO ACCESSIBLE O RESTROOMS. I Ln (D PANIC HARDWARE PER IBC 1013, IFC 1010, TYP. NEW NEW ILLUMINATED EXIT SIGNAGE WINDOW, O DOOR, O PER IBC 1013, IFC 1013, TYP. TEMP. TEMP EMERGENCY LIGHTING PER IFC 1008, TYP. I I n r II CNEW WINDOW 1 AT EXISTING OPENING, TEMP. RE EPTION (E I II EXISTING DOOR 3'-0"x6' STAFF EXISTING) - 0 I LL EXI G DOOR 70 L\RESTROOM / CFM EXISTING DOOR EXISTING DOOR PANIC HARDWARE PER IBC 1013, IFC 1010, TYP. 90 MINUTE RATED FIRE DOOR ■ I� EXISTING DOOR ACTUAL 11TRAVE� D STAIN CE: 89 11 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II GARAGE II (EXISTING) II II❑ ❑II II II II II II II ----FF IT- F-----IT--IL----------IL -TI— —— — 0 1 II II II II II 2021IISIii 777=_ Bd�ECTO112 11 11 11 11 11 & A117. 2017 4fi II II II II II II II � � II II I I II II I I II II I I II II �� � I II II I I II II I I II II I I II II i---== Li— =LL====-- 11P —1L---- _ IL--1L---- IL_-iI---- i� I I I I I 3'-o"x7'-o" 4 1 1 1 1 1 II II II STORAGE II II II (EXISTING) TOOL CABINET AIR WITH COUNTER _ -1 COMP. 1 — 7 TOOL BOX EXISTING EXISTING WINDOW 11 DOOR MAIN FLOOR PLAN STORAGE GROUP S-1: AREA #1 CONSTRUCTION TYPE V-A - SPRINKLERED BUILDING #1 AREA: 1,445 SF BUSINESS GROUP B: OFFICE - AREA #2 CONSTRUCTION TYPE V-A - SPRINKLERED BUILDING #2 AREA: 381 SF OCCUPANT LOAD CALCULATION: TABLE 1004.5 — MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT FUNCTION OF SPACE FLOOR AREA PER OCCUPANT BUSINESS AREAS 150 SF GROSS STORAGE 300 SF GROSS STORAGE AREA #1 = 1,445 SF/300 = 4.82 (5) OCCUPANTS BUSSINESS AREA #2 = 381 SF/150 = 2.54 (3) OCCUPANTS TOTAL = 8 OCCUPANTS 1 /4" = V — 0" NORTH C) PLUMBING FIXTURE CALCULATION WATER CLOSETS: TABLE 2902.1 — 1 PER 100 STORAGE AREA OCCUPANCY TOTAL = 5 WATER CLOSETS 1 PER 100 = 5/ 100 = 0.05 TOTAL WATER CLOSETS = 0.05 = 1 TOTAL (1 TOTAL PROVIDED) TABLE 2902.1 — 1 PER 25 FOR FIRST 50 BUSINESS AREA OCCUPANCY TOTAL = 3 WATER CLOSETS 1 PER 25 = 3/ 25 = 0.12 TOTAL WATER CLOSETS = 0.12 = 1 TOTAL (1 TOTAL PROVIDED) PLUMBING FIXTURE CALCULATION LAVATORIES: TABLE 2902.1 — 1 PER 100 WAREHOUSE AREA OCCUPANCY TOTAL = 5 LAVATORIES 1 PER 100 = 5/ 100 = 0.05 TOTAL LAVATORIES = 0.05 = 1 TOTAL (1 TOTAL PROVIDED) BUSINESS AREA OCCUPANCY TOTAL = 3 LAVATORIES 1 PER 40 = 3/ 40 = 0.075 TOTAL LAVATORIES = 0.075 = 1 TOTAL (1 TOTAL PROVIDED) STROBL DESIGN LLC 1122 NORTH J ST TACOMA, WA 98403 PHONE: (206) 661-3622 FIEGISTEFED H ITECT �11A STATE CIF WPuSH I NTC?N w 0 G 0 D U ^ CD J N O Q 00 CY) Z Z Q 0 W a0 moo z 00 o w,n N LU REVISIONS BY 8/27/2024 JS Q9�,10/2024 JS RESUB Sep 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 7/18/2024 Scale 1 /4" = 17-0" Drawn JS Job Sheet CRITERIA 1.ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2021 EDITION). 2.DESIGN LOADING CRITERIA: RESIDENTIAL - ONE AND TWO-FAMILY DWELLINGS FLOOR LIVE LOAD ........................ 40 PSF ROOF ROOF LIVE LOAD ......................... 20 PSF DEFLECTION CRITERIA LIVE LOAD DEFLECTION ..................... L/360 TOTAL LOAD DEFLECTION ..................... L/240 ENVIRONMENTAL LOADS RISK CATEGORY II RAIN ............................ 1.5 IN/HR SNOW. . Ce=1.0, Is=1.0, Ct=1.1, Cs=1.0, Pg=25 PSF, Pf=25 PSF, Ps=25 PSF EARTHQUAKE: ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS Vs = 1.3 KIPS, SITE CLASS=D (DEFAULT), Ss=1.39, Sds=1.0, S1=0.485, Shc=0.88, Cs=0.154, SDC D, le=1.0, R=6.5 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4.PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. &CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 7.CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. &DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. QUALITY ASSURANCE 9.SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER EPDXY GROUTED INSTALLATIONS PER MANUFACTURER PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. 10.UNLESS OTHERWISE NOTED, THE FOLLOWING ELEMENTS COMPRISE THE SEISMIC -FORCE -RESISTING SYSTEM AND ARE SUBJECT TO SPECIAL INSPECTION FOR SEISMIC RESISTANCE IN ACCORDANCE WITH SECTION 1705.13 OF THE INTERNATIONAL BUILDING CODE. A.STRUCTURAL WOOD SHEAR WALL SYSTEMS REQUIRE PERIODIC INSPECTION FOR FIELD GLUING, NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC FORCE, RESISTING SYSTEM INCLUDING SHEAR WALLS, DIAPHRAGMS, DRAG STRUTS, BRACES AND HOLDOWNS. GEOTECHNICAL 11.FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE ...................... 1500 PSF General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS RENOVATION 12.DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 13.CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. 14.CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. ANCHORAGE 15.EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) INTO CONCRETE SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-3G" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-4057. MINIMUM BASE MATERIAL TEMPERATURE IS 40 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD INSTALLATIONS. 16.CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "TITEN HD" SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2713 (CONCRETE), NO. ESR-1056 (CMU), INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED. WOOD 17.FRAMING LUMBER SHALL BE S-DRY, KID, OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD No. 17, GRADING RULES FOR WEST COAST LUMBER, 2018, OR WWPA STANDARD, WESTERN LUMBER GRADING RULES 2021. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM -FIR NO.2 AND BEAMS MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI BEAMS (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI POSTS (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI (6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fc = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR -LARCH NO.2 OR HEM -FIR NO. 2 18.PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 19.ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 20.PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD U1-20 TO THE USE CATEGORY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA UC313. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC4B. 21.FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE NOTED. WOOD TREATMENT CONDITION PROTECTION HAS NO AMMONIA CARRIER INTERIOR DRY G90 GALVANIZED CONTAINS AMMONIA CARRIER INTERIOR DRY G185 OR A185 HOT DIPPED OR CONTINUOUS HOT -GALVANIZED PER ASTM A653 CONTAINS AMMONIA CARRIER INTERIOR WET TYPE 304 OR 316 STAINLESS CONTAINS AMMONIA CARRIER EXTERIOR TYPE 304 OR 316 STAINLESS AZCA ANY TYPE 304 OR 316 STAINLESS INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%. WOOD MOISTURE CONTENT IN OTHER CONDITIONS (INTERIOR WET, EXTERIOR WET, AND EXTERIOR DRY) IS EXPECTED TO EXCEED 19%. CONNECTORS AND THEIR FASTENERS SHALL BE THE SAME MATERIAL. COMPLY WITH THE TREATMENT MANUFACTURERS RECOMMENDATIONS FOR PROTECTION OF METAL. WOOD CONT. 2271MBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2021. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS CONNECTED. 23.WOOD FASTENERS A.NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8d 2-1/2" 0.131" 10d 3" 0.148" 16d BOX 3-1/2" 0.135" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. B.ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/81' AND SMALLER LAG SCREWS. 24.NOTCHES AND HOLES IN WOOD FRAMING: A.NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN JOISTS SHALL NOT EXCEED ONE -SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. HOLES BORED IN SOLID SAWN JOISTS AND RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE JOIST. B.IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS PERMITTED TO BE BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. C.NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE NOTED. 25.WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A.ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER CONSTRUCTION MANUAL" AND THE AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.10.2. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B.WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 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 OVER 10'-0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C.. LAP TOP PLATES AT JOINTS A MINIMUM 4'-0" AND NAIL WITH TWELVE 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON -CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0" ON -CENTER EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON -CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8" ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES)AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" ON -CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. C.FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING BETWEEN RAFTERS AND JOISTS AT ALL BEARING POINTS WITH A MINIMUM OF (3) 16d TOE NAILS EACH END. TOE -NAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON -CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/81, SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON -CENTER, MINIMUM TWO NAILS PER BLOCK, UNLESS OTHERWISE NOTED. D. WOOD SHRINKAGE: MECHANICAL, ELECTRICAL, PLUMBING FIRE PROTECTION, CLADDING, AND OTHER SYSTEMS INSTALLED WITHIN THE BUILDING SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE 3/8" OF VERTICAL MOVEMENT PER FLOOR LEVEL SM L ENNEEMIN 2124 Third Avenue - Suite ioo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2020 Swenson Say Faget - All Rights Reserved DRAWN: TCV DESIGN: TCV CHECKED: RHR APPROVED: RHR REVISIONS: JURISDICTIONAL APPROVAL STAMP: PROJECT TITLE: Edmonds Automotive 218 3rd Ave N Edmonds, WA 98020 ARCHITECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 IS Permit RESUB s&epTfQE2024 CITY OF E� a ra DEVELOPME DEPAR Notes SCALE: 8/20/24 PROJECT NO: 10963-2024-20 SHEET NO: S1.1 FRAME WEST EXT. WALL PER 12/S3.1 6x12 HEADER U (E) HEADER TYP. U.N.O. (E) LOW ROOF RAFTERS 0 X N N (E) LOW ROOF RAFTERS �I (E) LOW ROOF RAFTERS E LOW ROOF RAFTERS (E) LOW ROOF (E) HIGH ROOF (E) HIGH ROOF (E) HIGH ROOF (E) HIGH ROOF RAFTERS I RAFTERS RAFTERS RAFTERS RAFTERS I (E) LOW ROOF RAFTERS (E) LOW ROOF RAFTERS I E LOW ROOF RAFTERS 0 LOW ROOF EXTENT HIGH ROOF EXTENT ROOF FRAMING PLAN PLAN NOTES 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. PROVIDE (2) BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS UNLESS NOTED OTHERWISE. 3. ALL NEW EXTERIOR WALLS SHALL BE W6 PER SHEARWALL SCHEDULE TYP. U.N.O. 4. ALL BUNDLED STUDS AND POSTS CALLED OUT AT ENDS OF HEADERS AND BEAM SHALL BE PROVIDED AT EACH LEVEL BELOW (TERMINATING AT THE FOUNDATION). 5. BUILT UP BEAMS, SISTERED JOISTS, AND STUD PACKS SHALL BE FASTENED W/ (2) 16d @ 12"' oc TYP. U.N.O. 6. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. LEGEND DIRECTION OF FRAMING < 3) EXTENT OF FRAMING BEAM/HEADER O # OF BUNDLED STUDS CHANGE IN ELEVATION C HANGER (E) STRUCTURAL WALL BELOW (N) STRUCTURAL WALL BELOW (E) EXISTING (N) NEW C.T.V. CONTRACTOR TO VERIFY SCALE 1 4" = V-0. d k SM L ENNEEMIN 2124 Third Avenue - Suite ioo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2020 Swenson Say Faget - All Rights Reserved DRAWN: Tcv DESIGN: TCV CHECKED: RHR APPROVED: RHR REVISIONS: JURISDICTIONAL APPROVAL STAMP: PROJECT TITLE: Edmonds Automotive 218 3rd Ave N Edmonds, WA 98020 ARCHITECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 IS Permit RESUB sWTI-QE2024 CITY OF DEVELOPME DEPA ME Mm i n g Plans SCALE: 1/411 - 11-011 "~ 1 8/20/24 PROJECT NO: 10963-2024-20 SHEET NO: S201 1 2 3 4 TOP CHORD SPLICE TYP. DOUBLE TOP PLATE (12)16d @ 4"oc IN (2) ROWS AT EA. (2)16d @ EA. SIDE OF SPLICE STUD, TYP. A35 (at exterior walls only) OMIT @ HEADERS < 6'-0" BOTTOM CHORD SPLICE (6)16d TYPICAL STUDS W/ SPACING PER PLAN TYP. STUDS BEAM OR HEADER PER PLAN WHERE OPENING IS LESS THAN 6'-0" PROVIDE (1) BEARING STUD U.O.N. 4'-0" min. BETWEEN SPLICES T_ SPLICE TO OCCUR AT � OF VERT. STUD TYP. Typical Top Plate Splice Typical Header Support 5 6 7 8 A35 CLIPS @ 24" oc W/ (E) RAFTERS AND SHEATHING FASTEN SHEATHING TO #6 x 1/2" SELF -DRILLING HDR. w/ 8d IN 3» GRID SCREWS SECTION , AS SHOWN CONTINIOUS FULL WIDTH (E) BLKG. HEADER PER PLAN BEARING WALL STUDS BEARING WALL STUDS TYPICAL TOP PL ELEV. _G STUD SIZE MAX DEPTH OF MIN DEPTH REMAINING EDGE CUT OR NOTCH AFTER CUT OR NOTCH STUD MAX DIAMETER MIN DEPTH REMAINING SIZE OF BORED HOLE AFTER BORED HOLE .I 2x4 8" 2 e" 2x4 1 8" e" EA SIDE OF HOLE A35 CLIPS @ 24" oc NAILING AND HARDWARE \ HEADER PER OF 2x6 2x8 13/8" 41/8" 1 /a" 5/2" 2x6 23/16" 5/8" EA SIDE OF HOLE 2x8 27/8" 8" EA SIDE OF HOLE PER ELEVATION ; PLAN D1p NOTE: ' �pX R0 BORED pRE TO STUDS MAY NOT BE BORED IN EXCESS OF 40% OF THE STUD, IF STUDS ARE DOUBLED, BORINGS MAY BE •I • I� I' LSTA24 OPPOSITE LSTA24 0�S �pST f♦ T A 0� INCREASED TO 60% OF STUD WIDTH PROVIDED NOT o Lij I; I r , SHEATHING 1 DTH BORED GED MORE THAN (2) SUCCESSIVE STUDS ARE BORED. NOT BE MADE AT SECTION • ,I I•ls SAS STUD gES�DNOTWjp�CN A :-j-UT OR WHEREGCUTHALL OR NOTCH HAS BEEN MADE. _ (2)ROWS 16d @ 3"OC NLA9 NOTE 5P_ ,EDGE A G NON -BEARING WALL STUDS NON -BEARING WALL STUDS Q = < .I .I I•I• 2„ C / DX DOUBLE STUDS G1RG IN. pI ST Tf' E 0 E TO O STUD SIZE MAX DEPTH OF MIN DEPTH REMAINING EDGE CUT OR NOTCH AFTER CUT OR NOTCH STUD MAX DIAMETER MIN DEPTH REMAINING SIZE OF BORED HOLE AFTER BORED HOLE � ¢ I •I •I MIN. NOTCH DTN S ST O0E �A 2x4 2x8 13/8' 21/8" 27/8 2x4 21/16" 5/8" EA SIDE OF HOLE ' 2x8 4%4" o (2)ROWS 8d @ 3 oc �E 1N. DEP� STUD EO. �00prP pGI AMEO TNpp0 43/8" aj EA SIDE OF HOLE NOTE: o Q DOUBLE END STUDS FRAMEE ENDRTAL CONNECTION E STUDS MAY NOT BE BORED IN EXCESS OF 60% OF THE o �T,IN NOTCH OF ADE AT THE SAME SECTION WHERE CUT OR NOTCH SHALL NOT BEMHAS BEEN MADE. SECTION o 16 min. HDU4 ATTACHED TO DBL. fro DEP CUTTING AND NOTCHING WOOD STUDS BORED HOLES IN WOOD STUDS twin 5/8" 0 TITEN HD @ 32" oc STUD W/ 5/8" 0 NOTE: (embed 4") ALL -THREAD. EMBED 12" NOTE: DO NOT NOTCH MORE THAN THREE ADJACENT BORED HOLE NOT PERMITTED IN MORE THAN THREE W/ EPDXY PER GENERAL STUDS WITHOUT REVIEW BY ENGINEER. ADJACENT STUDS WITHOUT REVIEW BY ENGINEER. NOTES. (3 locations shown) (3)2x P.T. SILL PLATE NAILED a w/ (2)ROWS 16d @ 41/2"oc Typical Holes and Notches in Wood Studs a a , a ° ° (E) STEM WALL FNDTN. Qa a a 10 ELEVATION 12 L ENNEEN 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.2$4.9470 ssfengineers.com _ Copyright 2020 Swenson Say Faget - All Rights Reserved _ DRAWN: TCV DESIGN: TCV CHECKED: RHR APPROVED: RHR REVISIONS: JURISDICTIONAL APPROVAL STAMP: _ PROJECT TITLE: Edmonds Automotive 218 3rd Ave N Edmonds, WA 98020 _ ARCHITECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 IS' Permit RESUB s&epTfE2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Details SCALE. 3/4" — 1'-0" DATE: 8/20/24 PROJECT NO: 10963-2024-20 SHEET NO: S301