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APPROVED BLD BLD2023-0433+Structural_Plan+4.6.2023_3.03.27_PM+3468268STRUCTURAL NOTES CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE LOCAL JURISDICTION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS LIVE LOADS: RESIDENTIAL 40 PSF DECK 60 PSF SNOW 25 PSF EARTHQUAKE LOADS: SITE CLASS SHORT PERIOD SPECTRAL RESPONSE (SDS) ONE SECOND SPECTRAL RESPONSE (SD ) OCCUPANCY CATEGORY SEISMIC IMPORTANCE FACTOR (IE) SEISMIC DESIGN CATEGORY BASIC SEISMIC FORCE -RESISTING -SYSTEM RESPONSE MODIFICATION FACTOR, (R) SEISMIC RESPONSE COEFFICIENT (CS) WIND LOADS- ULT. BASIC WIND SPEED (3 SECOND GUST) EXPOSURE KzT D 1.03 0.56 1.00 D WOOD S. W. 6.5 0.158 100 MPH B 1.00 SPECIAL INSPECTION SPECIAL INSPECTION SHALL BE PERFORMED PER CHAPTER 17 OF THE IBC FOR THE FOLLOWING ITEMS: • SOILS (SECTION/TABLE 1705.6) • CONCRETE (SECTION/TABLE1705.3) • WOOD (SECTION 1705.5) REFER TO IBC SECTION 1705.10 AND 1705.11 FOR ADDITIONAL INSPECTION REQUIREMENTS FOR THE STRUCTURAL COMPONENTS OF THE LATERAL FORCE RESISTING SYSTEM. ALL INSPECTIONS SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE ARCHITECT, ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS. IF ANY INSPECTION FAILS TO MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, IT SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. STRUCTURAL OBSERVATION STRUCTURAL OBSERVATION SHALL BE PERFORMED PER CHAPTER 17 OF THE IBC ONLY WHERE REQUIRED BY THE LOCAL JURISDITION. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY SPECIAL INSPECTIONS REQUIRED. NOTIFY THE ENGINEER A MINIMUM OF ONE WEEK PRIOR TO THE OBSERVATION. FOUNDATIONS: THE FOLLOWING SOIL DESIGN PARAMETERS HAVE BEEN ASSUMED. IF EXCAVATION SHOWS THAT SOIL CONDITIONS DO NOT MATCH THE LISTED DESIGN VALUES, A GEOTECHNICAL ENGINEER SHALL BE RETAINED TO EVALUATE THE SOIL CONDITIONS. NOTIFY THE ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. • 1,500 PSF (ALLOWABLE BEARING PRESSURE) • 35 PCF+ SURCHARGE (ACTIVE LATERAL PRESSURE) • 200 PCF (PASSIVE PRESSURE) • 0.35 (COEFFICIENT OF FRICTION) FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR COMPACTED STRUCTURAL FILL AS REQUIRED BY THE GEOTECHNICAL ENGINEER. FOOTINGS SHALL BE PLACED AT A MINIMUM OF THE FROST DEPTH REQUIRED BY THE LOCAL JURISDICTION. FOOTING ELEVATIONS SHOWN IN THE DRAWINGS REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. FINAL FOUNDATION ELEVATIONS ARE SUBJECT TO SITE CONDITIONS AND SHALL BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BENEATH THE STRUCTURE ABOVE, UNLESS DIMENSIONED OTHERWISE. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING EXCAVATION, PILE INSTALLATION, AND ANY OTHER CONSTRUCTION EARTHWORK. NOTIFY THE UNDERGROUND UTILITIES LOCATION SERVICE AT LEAST 1 WEEK PRIOR TO CONSTRUCTION AND INDEPENDENTLY VERIFYALL UTILITIES WHICH MAYBE AFFECTED BY THIS PROJECT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL DAMAGE DAMAGE TO UNDERGROUND UTILITIES RESULTING FROM THEIR WORK. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615 GRADE 60. REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. WELDED WIRE REINFORCING SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS WITH 12" LAPS AT SIDES AND ENDS. REINFORCING STEEL SHALL BE DETAILED TO INCLUDE HOOKS AND BENDS IN ACCORDANCE WITH ACI SP-66 AND ACI 318. DEVELOPMENT LENGTHS AND LAP SPLICES SHALL BE PER THE SCHEDULE. MECHANICAL SPLICING OF REINFORCING BARS, IF REQUIRED, SHALL BE BYAN ICBO APPROVED SYSTEM, AND SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR. ALL SPLICE DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET -SETTING ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS APPROVED BY THE ENGINEER. REFER TO ACI FOR PLACING TOLERANCES AND OTHER REINFORCING STEEL REQUIREMENTS. DEVELOPMENT LENGTH AND LAP SPLICE REINFORCING DEVELOPMENT LENGTHS AND LAP SPLICES SHALL BE AS FOLLOWS. ALL LENGTHS ARE IN INCHES BASED ON GRADE 60 REINFORCING. CONSULT ENGINEER FOR OTHER GRADES OF STEEL. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BAR. f'c = 2500 PSI f'c = 3000 PSI BAR SIZE DEVELOPMENT LENGTH LAP SPLICE DEVELOPMENT LENGTH LAP SPLICE TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS #3 23 18 30 23 22 17 28 22 #4 31 24 41 31 29 22 37 29 #5 39 30 51 39 36 28 47 36 #6 47 36 61 47 43 33 56 43 CONCRETE GENERAL NOTES WALL AND COLUMN VERTICAL BARS SHALL START FROM THE TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE NORMAL BAR SPACING FROM TOP OF FOOTING AND/OR TOP OF FRAMED SLABS. THERE SHALL BE AN ADDITIONAL HORIZONTAL BAR AT A MAXIMUM OF 3" FROM EVERY TOP OF WALL AND BOTTOM OF FRAMED SLABS. PROVIDE CORNER BARS TO MATCH AND LAP ALL HORIZONTAL REINFORCING ON EACH SIDE OF THE CORNER PER SCHEDULE OR BEND ONE SIDE OF HORIZONTAL AROUND CORNER TO PROVIDE LAP SPLICE PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP EACH SLAB INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET. AREAS SHALL BE AS SQUARE AS PRACTICAL AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO PLACEMENT. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT UNLESS NOTED OTHERWISE IN PLAN. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT SIZE AND LOCATION OF OPENINGS IN CONCRETE WALLS, FLOORS, AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE AROUND OPENINGS GREATER THAN 12" IN ANY DIRECTION WITH (1) #5 EACH SIDE AND (1) #5 x 4'-0" DIAGONAL AT EACH CORNER. EXTEND BARS 2'-0" BEYOND EDGE OF OPENING. IF 2'-0" IS UNAVAILABLE, EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, STRIPS, TEXTURE, AND OTHER FINISH DETAILS AT EXPOSED CONCRETE SURFACES. PROVIDE 3/41, CHAMFER AT ALL CORNERS LINO. STRUCTURAL STEEL ALL STRUCTURAL STEELWORK SHALL BE PERFORMED IN ACCORDANCE WITH AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND AWS D 1.1 "STRUCTURAL WELDING CODE - STEEL ". STEEL SHALL BE FABRICATED AND ERECTED WITHIN THE TOLERANCES DEFINED BYAISC. STRUCTURAL STEEL MATERIALS SHALL BE AS FOLLOWS: IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED • SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE PLATES, ANGLES, AND RODS SHALL CONFORM TO ASTM A36, Fy = 36 KSI. INCHES AND NO MORE THAN 10% FINES (PASSING THE #200 SIEVE). FILL AND BACKFILL MATERIAL • STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy = 46 KSI. SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWEL VE INCHES IN LOOSE THICKNESS AND • STRUCTURAL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy = 35 KSI. COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BYASTM D1557. BOLTS SHALL CONFORM TO ASTM A325 N (USE 5/870 MINIMUM UNO) • ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36, Fy = 36 KSI. BACKFILL BEHIND ALL RETAINING WALLS WITH WELL -DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. PROVIDE WATER PROOFING SYSTEM AT EXTERIOR FACE OFALL FOUNDATION WALLS EXPOSED TO EARTH PER ARCHITECTURAL SPECIFICATIONS. CONCRETE ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". THE CONCRETE SHALL HAVE A UNIT WEIGHT OF APPROXIMATELY 150 PCF. CONCRETE STRENGTHS AT 28 DAYS (fc) AND MIX CRITERIA SHALL BE AS FOLLOWS: • SLAB -ON -GRADE: f'c = 2,500 PSI 0.55 WIC RATIO • FOUNDATION & WALLS: f'c = 2,500 PSI 0.55 WIC RATIO A CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL IF REQUIRED IN THE SUBMITTAL SPECIFICATIONS. THE MIX DESIGN SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI REQUIREMENTS. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI TABLE 4.2.1 FOR MODERATE EXPOSURE CONDITION. MINIMUM CONCRETE COVER ON REINFORCING STEEL SHALL BE AS FOLLOWS: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 3" • CONCRETE EXPOSED TO EARTH AND WEATHER: #6 BARS AND LARGER 2" #5 BARS AND SMALLER 1 1/2" • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS, AND JOISTS 3/4" BEAM/COLUMN TIES AND STIRRUPS 1 1/2" CITY OF EDMONDS BUILDING DIVISION ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS AND WABO REQUIREMENTS. USE 70 KSI LOW HYDROGEN ELECTRODES APPROPRIATE FOR THE MATERIALS BEING WELDED. IF NOT SPECIFIED, MINIMUM WELD SIZE SHALL BE PER AWS D1.1. WELDING OF REINFORCING BARS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY CALLED OUT ON DRAWINGS. ALL STEEL EXPOSED TO WEATHER SHALL BE FABRICATED IN ACCORDANCE WITH ASTM A385 AND HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A123. FASTENERS AND HARDWARE SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A153. ALL DAMAGED GALVANIZED COATINGS SHALL BE REPAIRED IN ACCORDANCE WITH ASTM A780 WITH AN APPLIED COATING THICKNESS DETERMINED BY THE ENGINEER. WOOD FRAMING ALL WOOD FRAMING SHALL BE PERFORMED IN ACCORDANCE WITH IBC CHAPTER 23, ANSI/A WC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", AND AITC "TIMBER CONSTRUCTION MANUAL". SAWN LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF AN AGENCYAPPROVED BYAN ACCREDITATION BODY COMPLIANT WITH DOC PS 20. ALL GRADES SPECIFIED IN THE STRUCTURAL DRAWINGS ARE MINIMUM STANDARDS AND SHALL BE AS FOLLOWS: • STUDS, PLATES, AND BLOCKING HEM -FIR STUD GRADE • JOISTS DOUG-FIR #2 • 4x OR SMALLER BEAMS AND HEADERS DOUG-FIR #2 • 6x OR LARGER BEAMS AND HEADERS DOUG-FIR #1 • POSTS AND TIMBERS DOUG-FIR #2 WOOD FRAMING SHALL BE KILN -DRIED TO A MAXIMUM MOISTURE CONTENT OF 19%. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY, OR EXPOSED TO EARTH OR WEATHER SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD U1 AND M4 FOR THE SPECIES, PRODUCT, PRESERVATIVE, AND END USE REQUIRED. GLUED LAMINATED TIMBER SHALL BE MANUFACTURED AND IDENTIFIED IN CONFORMANCE WITH ANSI/AITC A 190.1 AND ASTM D3737. UNLESS OTHERWISE SPECIFIED, ALL GLUED LAMINATED TIMBERS SHALL BE DOUGLAS FIR SPECIES. SINGLE SPAN BEAMS SHALL BE COMBINATION 24F-V4 AND MULTI -SPAN BEAMS OR BEAMS THAT CANTILEVER SHALL BE COMBINATION 24F-V8. ALL EXPOSED GLULAMS SHALL HAVE AN ADDITIONAL TENSION LAMINATION SUBSTITUTED FOR A CORE LAMINATION ON THE TENSION SIDE OF UNBALANCED 24F-V4 BEAMS AND ON BOTH SIDES OF BALANCED 24F-V8 BEAMS. STRUCTURAL WOOD PANEL SHEATHING USED ON WALLS, FLOORS, OR ROOFS SHALL CONFORM TO THEIR SPECIFIC REQUIREMENTS IN DOC PS 1, DOC PS 2, OR ANSI/APA PRP 210. PLYWOOD SHALL BE GRADE C-D WITH EXTERIOR GLUE. REFER TO IBC SECTIONS 2303.1.4, 2304.6, AND 2304.7 FOR ADDITIONAL COMPLIANCE REQUIREMENTS. PRE -MANUFACTURED JOISTS, BEAMS, AND TRUSSES PRE -MANUFACTURED JOISTS, BEAMS, AND TRUSSES SHALL BE SIZED, SPACED, AND DETAILED TO MATCH THE LOADING AND DIMENSIONAL REQUIREMENTS INDICATED ON THE STRUCTURAL DRAWINGS. TRUSSES SHALL COMPLY WITH IBC 2303.4, I -JOISTS SHALL COMPLY WITH IBC 2303.1.2, AND COMPOSITE BEAMS SHALL COMPLY WITH 2303.1.9. THE MANUFACTURER'S DESIGNER IS RESPONSIBLE FOR CODE COMPLIANCE AND SHALL PROVIDE SHOP DRAWING AND CALCULATION SUBMITTALS AS SPECIFIED. ENGINEER AND BUILDING OFFICIAL APPROVAL IS REQUIRED PRIOR TO FABRICATION OF PRE -MANUFACTURED COMPONENTS. REFER TO THE DESIGN LOADS FOR BASIC STRUCTURAL LOADING REQUIREMENTS. REFER TO THE ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ADDITIONAL LOADING AND OPENING REQUIREMENTS NOT SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. DEFLECTIONS SHALL NOT EXCEED L/480 FOR LIVE LOADS OR L/360 FOR TOTAL LOADS UNLESS APPROVED IN WRITING BY THE ENGINEER. ALL TRUSSES WITH A DEPTH EQUAL TO OR GREATER THAN 24" SHALL BE DESIGNED FOR A BOTTOM CHORD LIVE LOAD OF 10PSF, NOT APPLIED CONCURRENT WITH THE TOP CHORD LIVE LOAD. PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND PERMANENT BRACING IS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. THE MANUFACTURER SHALL PROVIDE ALL SPECIALTY ITEMS REQUIRED FOR A COMPLETE INSTALLATION OF THE SYSTEM (INCLUDING BUT NOT LIMITED TO FULL DEPTH BRIDGING, BLOCKING, WEB STIFFENERS, AND PRODUCT SPECIFIC CONNECTORS. NAILS, SCREWS, BOLTS, AND CONNECTORS REFER TO THE PLANS, NOTES, SCHEDULES, AND DETAILS FOR ALL NAILING REQUIREMENTS. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.9.1. ALL NAILS SHALL CONFORM TO THE STANDARD DIMENSIONS OF COMMON NAILS AS DEFINED BY THE NDS AND SHALL MEET THE FOLLOWING MINIMUM GUIDELINES: • 8d = 0.131 "0 x 2 1/2" • 10d = 0.14870 X 3" • 16d=0.162"0x31/2" 10d BOX NAILS (0.128"0 x 3) MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.14870 x 3 1/4'), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THE DRAWINGS. OTHER NAILS MAY BE SUBSTITUTED ONLY WITH THE ENGINEER'S APPROVAL PRIOR TO START OF CONSTRUCTION. ALL LAG SCREWS AND BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE STANDARD CUT WASHERS UNDER THE HEADS AND NUTS OF ALL LAG SCREWS AND BOLTS BEARING ON WOOD. LEAD HOLES FOR BOLTS SHALL BE PROVIDED AND SHALL BE A MINIMUM OF 1/321, AND A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. LEAD HOLES FOR LAG SCREW SHANK AND THREADS SHALL BE PER NDS 11.1.4.2. ALL WOOD CONNECTORS SHALL BE SIMPSON STRONG -TIE OR ENGINEER APPROVED EQUIVALENT. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS USING THEIR SPECIFIED NUMBER AND SIZE OF FASTENERS. IF STRAPS CONNECT TWO MEMBERS, PLACE 1/2 OF THE NAILS, SCREWS, OR BOLTS INTO EACH MEMBER. ALL NAILS, SCREWS, BOLTS, AND METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT TREATED WOOD SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A153. WOOD FRAMING GENERAL NOTES SILL PLATES BEARING ON CONCRETE FOUNDATIONS SHALL BE PRESSURE TREATED AND SHALL ATTACH TO THE CONCRETE WITH 1/2"0 ANCHOR BOLTS EMBEDDED 7" MINIMUM. PLACE ANCHORS AT 4'-0" OC MAXIMUM FOR SHEAR WALLS AND AT 6'-0" OC FOR BEARING AND PARTITION WALLS. USE A MINIMUM OF (2) ANCHOR BOLTS PER SILL PLATE AND PLACE ONE WITHIN 12" OF EACH END OF EACH PIECE. REFER TO THE SHEAR WALL SCHEDULE FOR MORE STRINGENT ANCHORAGE SIZE AND SPACING REQUIREMENTS. CONTRACTOR SHALL INSTALL 3 GAUGE PLATE WASHERS BENEATH EACH NUT AT EACH ANCHOR BOLT IN A SHEAR WALL THAT EXTEND TO WITHIN 1/2" OF SHEATHED EDGE. ALL SHEAR AND/OR BEARING WALLS SHALL BE FRAMED WITH 2x STUDS @a 16" OC. REFER TO PLAN NOTES FOR TYPICAL HEADER SIZES NOT SPECIFICALLY CALLED OUT. ALL HEADERS SHALL BE SUPPORTED BYA MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD. COLUMNS BELOW FLUSH FRAMED MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT SHALL BE (2) STUDS. BEAMS SHALL HAVE FULL BEARING ON COLUMNS AND POSITIVE CONNECTION SHALL BE PROVIDED. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS, AT 8'-0" OC MAXIMUM SPACING BETWEEN SUPPORTS, AND BENEATH PARTITIONS PERPENDICULAR TO THE DIRECTION OF FRAMING. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST SPAN. MINIMUM NAILING REQUIREMENTS SHALL BE PER IBC TABLE 2304.9.1. THE USE OF NAIL GUNS IS APPROVED IF NAILING INTO THE DIAPHRAGMS IS FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16" ARE NOT ACCEPTABLE. NOTCHES AND HOLES IN WALL STUDS ARE ALLOWED WITHIN THE PARAMETERS OF IBC SECTIONS 2308.9.10 AND 2308.9.11. NOTCHES AND HOLES IN JOISTS AND RAFTERS ARE ALLOWED WITHIN THE PARAMETERS OF IBC SECTIONS 2308.8.2 AND 2308.10.4.2. VERTICAL SHRINKAGE WILL OCCUR AND ACCUMULATE AT EACH LEVEL FROM THE WOOD DRYING OVER TIME. THIS IS ESTIMATED TO BE APPROXIMATELY 0.15" PER FLOOR AND ASSUMES THE WOOD HAS AN INITIAL MOISTURE CONTENT OF 19% OR LESS. ADDITIONAL SHRINKAGE WILL OCCUR IF THE MOISTURE CONTENT IS HIGHER. THE CONTRACTOR SHALL ALLOW FOR THIS MOVEMENT IN THEIR INSTALLATION OF ALL VERTICAL ASSEMBLIES INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, MECHANICAL, AND ARCHITECTURAL SYSTEMS. GENERAL NOTES STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THEARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. REFER TO THE ARCHITECTURAL DRAWINGS FOR ELEVATIONS, SLOPES, NON -BEARING WALLS, STAIRS, CURBS, DRAINS, RAILINGS, WATERPROOFING, FINISHES, ETC. REFER TO THE ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPES, VENTS, DUCTS, AND OTHER OPENINGS NOT SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS FOR COMPATIBILITY WITH THE LEGEND DEFINITION SYMBOL DEFINITION SYMBOL DIRECTION OF NATIVE SOIL III=III=III=III= FRAMING EXTENT OF GRANULAR FILL FRAMING COLUMNS STRUCTURAL STEEL COLUMN BEARING ON BEAM P RATED SHEATHING G� BEAM CONTINUOUS SHEAR WALL SWX OVER SUPPORT (SEE SCHEDULE) COLUMN MARK G� CONCRETE WALL (SEE SCHEDULE) / BEARING STUD FOOTING MARK WALL (SEE SCHEDULE) O NON -BEARING HOLDOWN MARK STUD WALL (SEE SCHEDULE) NV BEARING STUD HANGER MARK X O SHEAR WALL (SEE SCHEDULE) NON -BEARING FLAG NOTE STUD SHEAR WALL (SEE PLAN NOTES) CMU WALL STEEL MOMENT FRAME CONN. ABBREVIATIONS (A) AB ALT ABOVE ANCHOR BOLT ALTERNATE GLB GLUE -LAMINATED BEAM HORIZ HORIZONTAL KP KING POST ARCH ARCHITECT KSI KIPS PER SQUARE INCH (B) BELOW L ANGLE BD BAR DIAMETER MECH MECHANICAL BLKG BLOCKING MF MOMENT FRAME BM BEAM MTL METAL NS NEAR SIDE OC ON CENTER BOT BOTTOM BRING BEARING BTWN BETWEEN OPP OPPOSITE CJP COMPLETE JOINT PENETRATION PL PLATE CLR CLEAR PLCS PLACES CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH COL COLUMN PSF POUNDS PER SQUARE FOOT P/T POST TENSIONED PT PRESSURE TREATED CONC CONCRETE CONN CONNECTION CONT CONTINUOUS REINF REINFORCING COORD COORDINATE REQ'D REQUIRED DBL DOUBLE SCHED SCHEDULE DET DETAIL DIAMETER DIMENSION DIRECTION SIM SIMILAR DIA SOG SLAB ON GRADE STD STANDARD STIFF STIFFENER DIM DIR EA EACH STL STEEL ELEV ELEVATION SYMM SYMMETRICAL ES EACH SIDE SW SHEARWALL EX EXISTING EXP EXPANSION FLR FLOOR TOC TOP OF CONCRETE TOS TOW TOP OF STEEL TOP OF WALL FDN FOUNDATION TYP TYPICAL FTG FOOTING UNO UNLESS NOTED OTHERWISE FS FAR SIDE GC GENERAL CONTRACTOR VERT VERTICAL WF WIDE FLANGE PLANS, SPECIFICATIONS, AND REFERENCED STANDARDS BEFORE PROCEEDING WITH ANY WORK. THE MOST STRINGENT REQUIREMENT SHALL GOVERN ANY CONFLICT UNLESS APPROVED IN WRITING OTHERWISE. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN TEAM ; ............................................... BEFORE PROCEEDING. ; The following documentation shall be available on site for the building inspector: CONTRACTOR SHALL BE RESPONSIBLE FOR STRENGTH AND STABILITY OF ANY PARTLY COMPLETED ■ STRUCTURE. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND SHALL PROVIDE ; TEMPORARY SHORING AND SUPPORT AS REQUIRED UNTIL THE STRUCTURE HAS BEEN COMPLETED. ; - x❑ COE APPROVED ARCHITECTURAL PLAN SET CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE DESIGN TEAM FOR ■ APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES ON SHOP DRAWINGS DO NOT SATISFY : ❑ COE APPROVED STRUCTURAL PLAN SET THIS REQUIREMENT. RE VIEW OF AL TERNA TE S YS TEMS MA Y BE AN A DDITIONAL SER VICE B Y THE : [:]COE REVIEWED CALCULATION PACKET ENGINEER. � ❑ ENERGY CREDIT WORKSHEET 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 ; ❑ SITE PLAN CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE DESIGN TEAM. ■ ❑CIVIL PLAN ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 , BLD2023-0433 Z 4- a� A V N uj co Q � 0) � O Q Q 0 L� 1 _ RECEIVED Apr 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Uj O CL O A. pF WASk Tsai s SIDNAL 0�/ 05/ 23 REV. DATE DESCRIPTION 0 04105123 PERMIT SUBMITTAL PROJECT NO.: 23010.01 DESIGNED BY: JMD DRAWN BY: JMD CHECKED BY: CAB SHEET TITLE: STRUCTURAL NOTES SHEET NO.: APPROVED PLAN FOUNDATION & MAIN FLOOR PLAN NOTES. 1. PLACE ALL REINFORCING STEEL, ANCHOR BOLTS, AND HOLDOWNS PER THE STRUCTURAL NOTES AND SCHEDULES ON THE S1 SHEETS AND THE FOUNDATION DETAILS ON THE S3 SHEETS. REFER TO THE FRAMING PLANS FOR LOCATION OF SHEAR WALLS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, UTILITY PLACEMENT, AND CONCRETE ROUGH OPENINGS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. 3. EXTERIOR FOOTINGS SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL A MINIMUM OF 1'-6" BELOW GRADE. REFER TO THE STRUCTURAL NOTES FOR ADDITIONAL SUBGRADE PREPARATION REQUIREMENTS AND FOR CONDITIONS REQUIRING STRUCTURAL FILL. 4. SLAB ON GRADE SHALL BE A MINIMUM OF 4" THICK w/ 6x6 - W1.4xW1.4 WELDED WIRE FABRIC REINFORCING. PROVIDE 2" MINIMUM CLEARANCE FROM WWF TO BOTTOM OF SLAB. SLABS SHALL BE PLACED OVER A 10 MIL VAPOR BARRIER ATOP RIGID INSULATION PER ARCH OVER 4" OF SUITABLE DRAINING SUBGRADE MATERIAL. 5. T.O. FTG AND T.O. WALL ELEVATIONS ARE FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FINAL FOOTING ELEVATIONS BASED ON FIELD CONDITIONS & FOR COORDINATING TOW & TOF ELEV W/ARCH DRAWINGS. 6. CONTROL JOINTS ARE REQUIRED IN THE SLAB ON GRADE. REFER TO THE TYPICAL SLAB ON GRADE DETAILS FOR CONSTRUCTION REQUIREMENTS. ALL JOINT LOCATIONS SHALL BE APPROVED BY THE ENGINEER AND ARCHITECT PRIOR TO PLACING CONCRETE. 7. ALL CONTINUOUS FOOTING REINFORCING SHALL BE PLACED THRU SPREAD FOOTINGS IF APPLICABLE. PROVIDE CORNER, HOOKED, OR BENT BARS MATCHING FOOTING REINFORCING AT ALL INTERSECTIONS AND CHANGES IN FOOTING DIRECTION. 8. FLOOR SHEATHING SHALL BE 314" SHEATHING WITH A 40120 SPAN RATING. ATTACH TO FRAMING BELOW WITH 10d NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES, SHEAR WALLS, AND COLLECTOR ELEMENTS INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE 10d NAILS SPACED AT 12" OC. REFER TO TYPICAL FRAMING DETAILS FOR SHEATHING LAYOUT. PROVIDE ADHESIVE ATOP EACH JOIST AS SPECIFIED BY THE ARCHITECT BEFORE INSTALLING SHEATHING. FLOOR SHEATHING IS UNBLOCKED UNO ON PLAN. 9. ALL COLUMNS, TRIMMER STUDS, AND BEARING WALLS SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS SUPPORTED BYA BEAM BELOW. SOLID BLOCKING SHALL BE PROVIDED WITHIN JOIST SPACES AT THESE LOCATIONS. PROVIDE (2) STUDS MINIMUM AT FLUSH BEAMS UNO. 10. REFER TO ARCHITECTURAL DRAWINGS FOR VENT LOCATIONS. FOOTING SCHEDULE MARK SIZE REINFORCING 5 24 "O (2) #4 EA WAY O 30"0 (3) #4 EA WAY O 36"0 (3) #4 EA WAY FG 42"0 (4) #4 EA WAY CITY OF EDMONDS BUILDING DIVISION FOUNDATION & MAIN FLOOR PLAN 4 Z c' W W � MCC Z o --%w00% c • �• I.. j CD) a� 0 a V ~ O uj ca Q � � CIO UJ Q 0 Q O c Q RECEIVED Apr 212023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U W O cz CL A. Og WAg$ s�lowAL � 04/ 05/ 2� REV. DATE DESCRIPTION 0 04105123 PERMIT SUBMITTAL PROJECT NO.: 23010.01 DESIGNED BY: JMD DRAWN BY: JMD CHECKED BY: CAB SHEET TITLE: FOUNDATION & MAIN PLAN SHEET NO.: APPROVED PLAN SCALE. 114" = 1 '-0" U 0 S2.1 FLOOR FRAMING PLAN NOTES. 1. REFER TO THE STRUCTURAL NOTES AND SCHEDULES ON THE S1 SHEETS AND TO THE TYPICAL WOOD FRAMING DETAILS ON THE S4 SHEETS FOR FRAMING REQUIREMENTS NOT SPECIFICALLY SHOWN ON THE FLOOR FRAMING PLAN OR IN THESE PLAN NOTES. 2. PLYWOOD FLOOR SHEATHING SHALL BE 7/8" MINIMUM THICKNESS ADVANTECH SHEATHING' WITH A 60/32 SPAN RATING WHERE FLOOR TRUSSES ARE SPACED AT 24" OC. ATTACH TO FRAMING BELOW WITH SIMPSON WSNTL3S SCREWS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES, SHEAR WALLS, AND COLLECTOR ELEMENTS INDICATED ON PLANS. SCREWS AT INTERMEDIATE FRAMING SHALL BE WSNTL3S SCREWS SPACED AT 12" OC. REFER TO TYPICAL FRAMING DETAILS FOR SHEATHING LAYOUT. STRUCTURAL SCREWS OF THE SAME OR GREATER CAPACITY MAY BE USED IN LIEU OF SIMPSON SCREWS SPECIFIED. PROVIDE ADHESIVE ATOP EACH TRUSS AS SPECIFIED BY THE ARCHITECT BEFORE INSTALLING SHEATHING. FLOOR SHEATHING IS UNBLOCKED UNO ON PLAN. 3. TYPICAL HEADERS FOR EXTERIOR AND BEARING WALL LOCATIONS SHALL BE 4x10 DF#2 FOR SPANS LESS THAN 4' SUPPORTED BY MINIMUM OF (1) 2x CRIPPLE STUD AND (1) 2x FULL HEIGHT STUD. FOR SPANS UP TO 6, USE 4x12 DF#2 SUPPORTED BY (2) CRIPPLE STUD AND (1) FULL HEIGHT STUD. ALL CRIPPLE AND FULL HEIGHT STUDS SHALL MATCH WIDTH OF WALL FRAMING. 4. WALL STUD FRAMING SHALL BE AS FOLLOWS: • 2x6 HF STUD Ca 16" OC FOR EXTERIOR WALLS AND INTERIOR 6" BEARING WALLS. • 2x4 HF STUD 0 16" OC FOR INTERIOR 4" BEARING WALLS. • 2x4 OR 2x6 HF STUDS 0 16" OC FOR INTERIOR NON -BEARING WALLS REFER TO ARCHITECTURAL DRAWING FOR DETERMINATION OF WALL TYPE. ALL SILL AND TOP PLATES SHALL BE HF STUD GRADE. 5. ALL COLUMNS, TRIMMER STUDS, AND BEARING WALLS SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS SUPPORTED BYA BEAM BELOW. SOLID BLOCKING SHALL BE PROVIDED WITHIN JOIST SPACES AT THESE LOCATIONS. PROVIDE (2) STUDS MINIMUM AT FLUSH BEAMS UNO. 6. MULTIPLE PLY BEAMS SHALL BE FASTENED TOGETHER WITH (2) ROWS OF 10d ca 12" OC. PROVIDE 2" MINIMUM EDGE DISTANCE TOP & BOTTOM AND ALTERNATE NAILING ON EACH FACE OF BEAM. 7. PROVIDE CS16 STRAP AT LOCATIONS WHERE COLUMN OR BEAM CUTS DOUBLE TOP PLATE. EXTEND STRAP 12" BEYOND THE CUT EACH DIRECTION WITH (10) 10d EA SIDE. 8. FLOOR TRUSSES SHALL BE PRE-ENGINEERED BY OTHERS AND SPACED AT 24" OC UNO. REFER TO DESIGN LOADS ON S1 FOR ADDITIONAL LOAD AND SUBMITTAL REQUIREMENTS. CONTRACTOR SHALL PROVIDE ALL TEMPORARY & SAFETY BRACING & BLOCKING AS REQ'D BY THE MANUFACTURER. 9. GIRDER TRUSSES SHALL BE SUPPORTED BY 2x STUDS WITH QUANTITY TO MATCH THE TRUSS PLY. PROVIDE (2) 2x STUDS AS A MINIMUM. 10. TRUSS MANUFACTURER SHALL SPECIFY TRUSS HANGERS FOR FLUSH FRAMED LOCATIONS. 11. TRUSS MANUFACTURER SHALL REFER TO SIDESWAY CALCULATION SHEET 1.04 FOR GIRDER TRUSS LOADS. 12. CONVENTIONALLY FRAME STAIRS PER TYPICAL DETAILS OR PROVIDE TIMBERSTRAND LSL STRINGERS PER MANUFACTURER'S SPAN TABLES. FLOOR FRAMING FLAG NOTES: SW3 FORCE TRANSFER SHEAR WALL AROUND OPENING PER DETAIL 5/S4.3. PROVIDE HORIZ CS16 STRAP ABOVE & BELOW OPENING W/ (6) 8d EA SIDE OF EA CORNER. NAIL DECK JOIST TO RIM W/ 10d 0 12" OC. HOLDOWN SCHEDULE MIN ANCHOR CAPACITY MARK TYPE CHORD STUD NAILS OR BOLTS BOLT (SEE (LB) SIZE NOTE 2) O1 MST37 (2) 2x (11) 16d EA END 2,345 02 MST48 (2) 2x (17) 16d EA END 3,640 O3 LSTHD8 (2) 2x (16) 0.148" x 3 1/4" 1,950 ® STHD10 (2) 2x (20) 0.148"x 3 1/4" 2,940 05 STHD14 (2) 2x (24) 0.148"x 3 1/4" 3,815 NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. ANCHOR BOLTS SHALL EXTEND INTO FOOTING OR FOUNDATION WALL PER DETAIL 6/S3.1. INCREASE FOOTING DEPTHS AS REQUIRED FOR ANCHORAGE. 3. AT ALL HOLDOWN CHORDS, PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHED. 1 r EXTEND TRUSSES TO SUPPORT BUMPOUT SW6 FORCE TRANFER SHEAR WALL AROUND OPENING PER DETAIL 5/S4.3. PROVIDE HORIZ CS16 STRAP ABV & BELOW OPENING W/ (11) 8d EA SIDE OF EA CORNER LUS414 3 1/2" x 14' 1.55E LSL // GIRDER TRUSS (FLUSH) y BELOW WALL - PRE-MFR'D MONO SLOPE TRUSSES 0 24" OC EXTEND GIRDER TRUSS TO CORNER - Z) W Q cc TRUSS MFR REFER TO NOTES 10 & 11, TYP C 18" DEEP FLOOR TRUSSES 0 24" OC 00 W IUS3.56/14 3 1/2"x 14" 1.55E LSL (FLUSH)�� n LUS414 SW4 3 1/2" x 14" 1.55E LSL (FLUSH) 2 PRE-MFR'D MONO SLOPE S4.2 TRUSSES 0 24" OC J SHEAR WALL SCHEDULE RIM JOIST SILL PLATE SILL PLATE MIN FRAMING NAILING FOUNDATION SHEAR APA-RATED OR BLOCK NAILING TO ANCHOR BOLT TO TYPE AT ADJOINING AT PANEL SILL PLATE CAPACITY SHEATHING CONN TO RIM/BLKG SLAB OR PANEL EDGES EDGES SIZE (PLF) TOP PLATE BELOW FOUNDATION SW6 15/32" 2x STUD 0.131 "0 x 2 1/2" LTP4 OR A35 0.131 "0 x 3 1/4" 5/8"0 AB 0a 5'-8" OC OR 2x 242 ONE SIDE AND BLKG 0 6" OC 0 26" OC 9 6.5" OC 1/2"0 AB 0 3'-10" OC SW4 15/32" 2x STUD 0.131 "0 x 2 1/2" LTP4 OR A35 0.131 "O x 3 1/4" 5/8"O AB 0a 3'-10" OC OR 2x 353 ONE SIDE AND BLKG (a 4" OC �a 18" OC �a 4.5" OC 1/2"0 AB Ca 2'-8" OC SW3 15/32" 3x STUD AND 0.131 "O x 2 1/2" LTP4 OR A35 0.131 "0 x 3 1/4" 5/8"0 AB Ca 3'-0" OC OR 2x 456 ONE SIDES 2x FLAT BLKG �a 3" OC 0 14"OC 93.5" OC 1/2"0 AB 02' 0" OC NOTES: 1. REFER TO THE SHEAR WALL DETAIL IN THE TYPICAL WOOD FRAMING DETAILS. 2. THE VALUES IN THIS TABLE ARE BASED ON HF GRADE STUDS AND HF GRADE PLATES & RIM/BLOCKING. 3. NAILS AT ADJOINING PANEL EDGES SHALL BE STAGGERED EACH SIDE OF THE COMMON JOINT. 4. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 12" OC MAXIMUM. 5. AT ALL SILL PLATE ANCHOR BOLTS IN 2x6 WALLS, INSTALL 3 GA x 3" x 4 1/2" PLATE WASHERS WITH THE EDGE OF PLATE WASHER WITHIN 1/2" OF SHEATHED EDGE. FOR 2x4 STUD WALLS, INSTALL 3 GA. x 3" x 3" PLATE WASHERS. 6. PROVIDE A MINIMUM OF 7" EMBEDMENT FOR AB INTO FOUNDATION OR STEM WALL. 7. 7/16" SHEATHING MAYBE USED IN PLACE OF 15/32" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" OC OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. CITY OF EDMONDS BUILDING DIVISION UPPER FLOOR FRAMING PLAN I SW6 FORCE TRANFER SHEAR WALL AROUND OPENING PER DETAIL 5/S4.3. A� PROVIDE HORIZ CS16 STRAP ABV & BELOW NING W/ (11) 8d EA SIDE OF EA CORNER PRE-MFR'D ROOF LSTA18 FROM PT 4x6 HDR PE TR SSES 0a 24" OC HF#2 TO DBL TOP PLAN PLATE, TYP EA SIDE NOTE, OF PORCH ROOF 3 1/2" x 18" 2.2E PSL I j I(FLUSH)F kl S4.2 PT 2x 12 HF#2 LE9 ER W/LEDGERLOK FER DETAIL 91134.2 V 3 1/2" x 9" DF GLB 1500# DEAD + 2500# SNOW R TRUSS LUS210 PT 2x 12 HF#2 0a 12" OC SLOPE CUT Ca 1/4'%FT & L US28 cn W Q cc STAIR FRAMING 1StP DETAIL 6/S4.3 5 1/2"x 10 1/2"DFGLB (FLUSH & WRAPPED) 1500# DEA f 2500# SN W GIRDER PRE-MFR'D SLOPE TRL �a 24" OC ALIGN FLOOR TRUSS BELOW WALL 3 1/2"x 18"2.2EPSL FLUSH RIM W/ (1) JACK & (3) KING STUDS EA END W Q cc W 3 1/2" x 9" DF GLB W/ (1) JACK, (2) KING SW4 LUS414 3 1/2" x 14" 1.55E LSL (FLUSH) 18" DEEP FLOOR TRUSSES 24" OC 6 SW3 S4.2 co MST27 DRAG / L ALIGN DRAG TRUSS OVER STRUT J SHEAR WALL & DESIGN FOR PLF (ASD) FROM BOT CHORD TOP CHORD Ca SHEAR WALL MST37 DRAG STRUT RIM BEAM TO RIM SW4 S4.2 PRE-MFR'D ROOF TRUSSES 0) 24" OC MST27 DRAG STRUT SW3 2 6 S4.2 ALIGN DRAG TRUSS OVER SHEAR WALL & DESIGN FOR PLF (ASD) FROM BOT CHORD TOP CHORD 0 SHEAR WALL GIRDER TRUSS i c W cr C7 C ALIGN GIRDER TRUSS BELOW WALL ABOVE 0 1 EXTEND TRUSSES TO SUPPORTBUMPOUT 0 CD Z c' W W Z W o c �• I■■ j C a w V 0 W uj J Q Q z 0 0 O uj L� 1 _ RECEIVED Apr 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ui O cc O AWA � aL 41VAL 0�/ 05/ 23 REV. DATE DESCRIPTION 0 04105123 PERMIT SUBMITTAL PROJECT NO.: 23010.01 DESIGNED BY: JMD DRAWN BY: JMD CHECKED BY: CAB SHEET TITLE: UPPER FLOOR FRAMING PLAN SHEET NO.: S2.2 APPROVED PLAN SCALE. 1/4" = 1 ' 0" 0 ROOF FRAMING PLAN NOTES: 1. REFER TO THE STRUCTURAL NOTES AND SCHEDULES ON THE S 1 SHEETS AND TO THE TYPICAL WOOD FRAMING DETAILS ON THE S4 SHEETS FOR FRAMING REQUIREMENTS NOT SPECIFICALLY SHOWN ON THE ROOF FRAMING PLAN OR IN THESE PLAN NOTES. 2. PLYWOOD ROOF SHEATHING SHALL BE 112" MINIMUM WITH A 32116 SPAN RATING. ATTACH TO FRAMING BELOW WITH 8d NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES, SHEAR WALLS, AND COLLECTOR ELEMENTS INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE SAME SIZE NAILS SPACED AT 12" OC. REFER TO TYPICAL FRAMING DETAILS FOR SHEATHING LAYOUT. ROOF SHEATHING IS UNBLOCKED LINO ON PLAN. 3. TYPICAL HEADERS FOR EXTERIOR AND BEARING WALL LOCATIONS SHALL BE 4x6 DF#2 FOR SPANS LESS THAN 4' SUPPORTED BY MINIMUM OF (1) 2x CRIPPLE STUD AND (1) 2x FULL HEIGHT STUD. FOR SPANS UP TO 6, USE 4x8 DF#2 SUPPORTED BY (1) CRIPPLE STUDS AND (1) FULL HEIGHT STUD. FOR SPANS UP TO 8, USE 4x12 DF#2 W/ (1) CRIPPLE & (1) FULL HEIGHT STUD. ALL CRIPPLE AND FULL HEIGHT STUDS SHALL MATCH WIDTH OF WALL FRAMING. 4. WALL STUD FRAMING SHALL BE AS FOLLOWS: • 2x6 HF STUD C 16" OC FOR EXTERIOR WALLS AND INTERIOR 6" BEARING WALLS. • 2x4 HF STUD Ca 16" OC FOR INTERIOR 4" BEARING WALLS. • 2x4 OR 2x6 HF STUDS Ca 16" OC FOR INTERIOR NON -BEARING WALLS REFER TO ARCHITECTURAL DRAWINGS FOR DETERMINATION OF WALL TYPE. ALL SILL AND TOP PLATES SHALL BE HF STUD GRADE. 5. ALL COLUMNS, TRIMMER STUDS, AND BEARING WALLS SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS SUPPORTED BYA BEAM BELOW. SOLID BLOCKING SHALL BE PROVIDED WITHIN JOIST SPACES AT THESE LOCATIONS. PROVIDE (2) STUDS MINIMUM AT FLUSH BEAMS UNO. 6. MULTIPLE PLY BEAMS SHALL BE FASTENED TOGETHER WITH (2) ROWS OF 10d Ca 12" OC. PROVIDE 2" MINIMUM EDGE DISTANCE TOP & BOTTOM AND ALTERNATE NAILING ON EACH FACE OF BEAM. 7. PROVIDE CS16 STRAP AT LOCATIONS WHERE COLUMN OR BEAM CUTS DOUBLE TOP PLATE. EXTEND STRAP 12" BEYOND THE CUT EACH DIRECTION WITH (10) 10d EA SIDE. 8. ROOF TRUSSES SHALL BE PRE-ENGINEERED BY OTHERS AND SPACED AT 24" OC UNO. REFER TO DESIGN LOADS ON S-1 FOR ADDITIONAL LOAD AND SUBMITTAL REQUIREMENTS. CONTRACTOR SHALL PROVIDE ALL TEMPORARY & SAFETY BRACING & BLOCKING AS REQ'D BY THE MANUFACTURER. 9. ATTACH EACH END OF EVERY OTHER ROOF TRUSS TO THE EXTERIOR WALL TOP PLATE BELOW WITH A SIMPSON H1 CLIP. 10. GIRDER TRUSSES SHALL BE SUPPORTED BY 2x STUDS WITH QUANTITY TO MATCH THE TRUSS PLY. PROVIDE (2) 2x STUDS AS A MINIMUM. FLOOR FRAMING FLAG NOTES: ALIGN TRUSS W/ PORCH BEAM AND CONNECT TOGETHER W/ HORIZ LSTA36 CITY OF EDMONDS BUILDING DIVISION ROOF FRAMING PLAN SW6 FORCE TRANSFER SHEAR WALL SW6 FORCE TRANSFER SHEAR WALL AROUND OPENING PER DETAIL AROUND OPENING PER DETAIL 0 4 CD Z c, W W UJ W o --%w00% c �• I.. j a� C a Lu V ~ IN O ca Q � � J � Q 0 Q O Q RECEIVED Apr 212023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U W O cz CL A. Og WAg$ O 9L 5 s�lowAL � 0V 05/ 2� REV. DATE DESCRIPTION 0 04105123 PERMIT SUBMITTAL PROJECT NO.: 23010.01 DESIGNED BY: JMD DRAWN BY: JMD CHECKED BY: CAB SHEET TITLE. ROOF FRAMING PLAN SHEET NO.: APPROVED PLAN SCALE. 114" = 1 '-0" U 0 S2.3 LAP SPLICE STD 90° HOOK / TYP UNO J - ALTERNATE HOOK FOR SINGLE LAYER ADD VERT AT WALL END FOR SINGLE LAYER ° STD 180° HOOK AT WALL ENDS ADD (2) VERT AT WAi CORNER BARS WITH LAP EA. SIDE MAYBE SUBSTITUTED FOR 90' HOOKED BARS ADDED VERT CORNER, END, AND WALL INTERSECTION BARS SHALL MATCH SIZE OF WALL REINFORCING NOTE: REFER TO STRUCTURAL NOTES, PLANS, AND DETAILS FOR REINF. ALL BARS SHALL BE CONTINUOUS OR SPLICED PER STRUCT NOTES CORNER BARS TO MATCH SIZE AND SPACING OF HORIZ WALL REINF END FOR (2) LAYERS L I a o o a PLACE VERT REINF OUTSIDE UNO a a ®t� LAP SPLICE TYPICAL CONCRETE WALL REINFORCING DETAIL SCALE: NTS ADD (1) #5 IN WALL. EXTEND 2'-0" BEYOND EA SIDE OF EA STEP X 0 N MIR D/2 X_0" MIN LAP SPLICE TYP O o III-IILff II- a BENT Z BARS TO MATCH III —III & LAP FOOTING REINF UNDISTURBED EARTH OR COMPACTED FILL PER 3" CLR STRUCTURAL NOTES TYP C TYPICAL FOOTING STEP SCALE I/2 P-0" 10d 6" OC FULL DEPTH 2x BLKG TO MATCH DEPTH OF JOIST FRAMING. TOE NAIL TO BEAM 0 6" OC 0 IN AREAS WITH EXPOSED CONIC FLOORS, EDGE SLAB WITH 1/8" MAX RADIUS AND FILL JOINT WITH SEALANT 5/8"0 x 2'-0" SMOOTH SLIP W DOWEL BARS AT 12" OC, TYP U UNO. GREASE 1/2 OF BAR Q a X X CONC SLAB ON GRADE PER PLAN OR NOTES REINF SHALL NOT PASS THRU JOINT U CONSTRUCTION JOINT co QSAWCUT JOINT. IN AREAS WITH CONIC SLAB ON GRADE EXPOSED CONIC FLOORS FLOORS FILL JOINT I PER PLAN OR NOTES WITH SEALANT. IN LIEU OF SAWCUT I JOINTS CONTRACTOR MAY USE PREMOLDED JOINT STRIP. Lu a U a X X— X— X— X— X QL 1' 4"0 PERFORATED PVC PIPE WITH PERFORATIONS DOWNWARD AND 6" OF 1 " MINUS GRAVEL ALL AROUND. WRAP IN NON -WOVEN GEOTEXTILE FABRIC. SLOPE TO DRAIN 1/8" PER 1 '-0" MIN. OR PER CIVIL DRAWINGS AS APPLICABLE. CONTROL/CONTRACTION JOINT TYPICAL SLAB ON GRADE DETAILS SCALE I "= V_0" °!000-1 \0) o0 O °O o0 LINE OF MAX EXCAVATION. /� 1 1 1I IF SOIL IS OVER 1 EXCAVATED, REPLACE WITH LEAN MIX CONCRETE. FIRM BEARING SOIL OR COMPACTED STRUCTURAL FILL TYPICAL FOOTING DRAIN SCALE: 1"= 1' 0" PANEL EDGE NAILING PER SW SCHED TYP �a SILL JOIST PER PLAN LAPPED AT BEAM. FLOOR SHEATHING & NAILING PER CONT FULL DEPTH PLAN NOTES 2x BLKG BEAM PER PLAN COLUMN PER PLAN W/ SIMPSON ABA SERIES POST BASE AND AC SERIES POST CAP Ll� I I z II II �Q o CL CL lr, °a I' ow CL _mt I m �U SIZE AND REINF CITY OF" ffb&1bfjbt I91@hMR)RW/@1WRAWLSPAC,__ 8 SCALE: 1"= 1' _0" ROVED P].jAN SILL PLATE NAILING PER SW SCHED PANEL EDGE NAILING PER SW SCHED TYP cr SILL SILL PLATE NAILING PER SW SCHED FULL DEPTH BLKG AT ALL COLUMNS AND HOLDOWN CHORDS JOIST PER PLAN 2x4 BLKG OR FRAMING CLIP W/ SPACING PER SW SCHED STUD FRAMING, SHEATHING, SILL PLATE, AND ANCHOR BOLTS PER STRUCTURAL NOTES, PLANS, AND SCHEDULES 771- o Ib 0 _ II �I k_�¢ CLCL o r-Do 0 Wp W CL _ OC M J U ol SIZE AND REINF PER PLAN lo CONTINUOUS INTERIOR FOOTING SCALE: 1 " = V_0" 1/2" NOTE: 1. CONTROL OR CONSTRUCTION JOINTS ARE REQUIRED TO BREAK UP EACH SLAB INTO RECTANGULAR AREAS OF LESS THAN 400 SQUARE FEET. AREAS SHALL BE AS SQUARE AS PRACTICAL WITH NO ACUTE ANGLES. ALL JOINTS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO PLACEMENT. 2. PLACE SLAB ON GRADE ON VAPOR BARRIER OVER SUITABLE COMPACTED SUBGRADE MATERIAL. REFER TO PLAN NOTES. 3. REFER TO ARCHITECTURAL DRAWINGS OR FOUNDATION PLAN FOR LOCATION OF JOINTS IF BAR REINF USED, PROVIDE Z' BARS W/ LAP SPLICE PER STRUCTURAL NOTES SLAB STEP CONIC SLAB ON GRADE PER PLAN OR NOTES PER PLAN aLFX XX �� ° as a X— X— X a a1 1 V_0" MIN SLAB STEP SHEATHING & NAILING PER SW SCHEDULE. PROVIDE PANEL EDGE NAILING FULL HT OF HOLDOWN CHORD DOUBLE STUD HOLDOWN CHORD UNO HOLDOWN & FASTENERS PER PLAN AND SCHED PT SILL PLATE W/ ANCHOR BOLT SIZE AND SPACING PER STRUCTURAL NOTES, PLANS, OR SW SCHED STEM WALL & FOOTING SIZE & REINFORCING PER PLAN & DETAILS NOTE: HOLDOWN STRAP MAYBE BENT (1) FULL CYCLE TO FACILITATE CONSTRUCTION (BENT 90° THEN VERTICAL) HOLDOWN DETAIL SCALE: 1"= V-0" FINISHED GRADE OR PAVING SLOPED AWAY FROM BLDG PER ARCH #4 0 18"0.C. EXTEND BAR 12" INTO SLAB (2) #4 CONT UNO ON 0 #4 CONT NOSING BAR SLAB ON GRADE AND SUBGRADE PER FOUNDATION PLAN. SLOPE SLAB PER ARCH PLAN - X u X— X— X— X— ° ° ° < 0 0000 b 0 oOo0 b o poo b PLANS 1 '-0" MIN BELOW SLAB FOR PORCH OR PATIO APPLICATIONS. EXTEND TO CONT FTG 0 GARAGE DOOR. EXTEND TO FROST DEPTH WHERE REQD BYJURISDICTION. THICKENED SLAB EDGE SCALE: 1 " = V-0" TRENCH EXCAVATION PARALLEL TO FTG V-6" MIN \10 PIPES ALLOWED IN THIS REGION. '_OWER FTGS 4S REQ'D PIPE - z a BOF MI LOWER BOF AS REQ'D z 6" MIN PIPE TRENCH EXCAVATION PARALLEL TYP TO FOOTING IS NOT ALLOWED BELOW THIS LINE. STEP FTG AS REQUIRED FOR THIS CONDITION TYPICAL PIPE PENETRATION AT FOUNDATION/WALLS SCALE I/2 V_0" SLEEVES TO CLEAR PIPE 1 " ALL SIDES TOF WALL FRAMING, SHEATHING, PROVIDE BLOCK OUT AT SILL PLATE, AND ANCHOR DOOR OPENINGS WHERE BOLTS PER STRUCTURAL READ. NOTES, PLANS, AND SCHEDULES SLAB ON GRADE AND SUBGRADE PER FOUNDATION PLAN FINISHED GRADE SLOPED AWAY FROM BLDG PER ARCH Zk ol ia—X�X—X -T_T - C° "' 1 11 a °°o 0 po 0 °°o OZo 0.0 cpO po 0 00o I I aoo i-�R� I �ol�l 1— o O O ° Oo °Oo °° #4 0a 12" OC HORIZ W/ (2) o o O O O o0 O o O CONT AT TOW o °0000 0 O OPL. O � o #4 �a 18" OC VERT oo o ° 0 o 0 o° oo 0 FOOTING DRAIN / 8„ " U PER TYP DETAIL / SIZE & REINF ALT HOOKAS PER PLAN & SCHE6 SHOWN TYPICAL STEM WALL DETAIL SCALEI"= 1'0" COLUMN PER PLAN W/ SIMPSON POST BASE WHERE FINISHED SURFACE IS SLAB ON GRADE, USE PPBZ POST BASE W/ 1 "STANDOFF FLUSH WITH TOP OF SLAB 0 8" MIN SQUARE OR ROUND CONCRETE PLINTH W/ (4) #4 HOOKED VERTICAL BARS & #3 TIES 0 6" OC. REFER TO ARCH DWGS FOR TOP OF CONIC ELEV. FINISHED GRADE PER ARCH OR CIVIL DWGS I I I I TOP OF PIER FLUSH WITH GRADE OR EXTEND 2'-0" MAX ABOVE GRADE. a REFER TO ARCH 0 0 cr 8 M U SIZE AND REINF PER PLAN AND SCHED' EXTERIOR COLUMN DETAIL SCALE: 1 " = 1 '-0" Z 4- .I' c a� '` 3 A V Ljj~ o uj ca uj � O Q z O o � L� 1 _ RECEIVED Apr 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U W O cc OL pF WAs� I Hai s Cs �sIDNAL 0�1 W 2� REV. DATE DESCRIPTION 0 04105123 PERMIT SUBMITTAL PROJECT NO.: 23010.01 DESIGNED BY. JMD DRAWN BY: JMD CHECKED BY: CAB SHEET TITLE. - FOUNDATION DETAILS SHEET NO.: S3.1 STUD FRAMING PER PLAN OR NOTES. SHEATHING & NAILING, PER SW SCHEDULE PANEL EDGE NAILING PER SW SCHED TYP 0 ALL BOTTOM & SILL PLATES PT SILL PL RIPPED TO WIDTH OF STEM WALL, W/ PT TREATMENT BRUSHED ON RIPPED EDGE. ANCHOR BOLT SIZE AND SPACING PER STRUCT NOTES OR SW SCHED Zx FINISHED GRADE SLOPED AWAY FROM BLDG PER ARCH N W FTG DRAIN PER CL TYPICAL DETAIL ?O U 0 0 EL Lu O °000.0 �� °0 0 00 0 ;O o °O M-1 SILL PLATE NAILING PER SW SCHED JOIST PER PLAN W/ MOISTURE BARRIER BTWN CONCRETE & JOIST END. FLOOR SHEATHING & NAILING PER PLAN NOTES Z OW �C) TOP FLANGE HANGER Q U cc: PER PLAN W O #4 (a 12" OC HORIZ W/ (2) -� CONT AT TOW Y #4 018" OC VERT m LL 00 - 0 OO �= O O ° 0 0 7- —id 000 0 O / SIZE AND REINF ALTHOSHOWNOK AS R PLAN AND SCHE BEARING FOUNDATION AT CRAWLSPACE SCALE: 1 " = l'-0" CITY OF EDMONDS BUILDING DIVISION 2x FLAT BLKG 0 4'-0" OC PLACED TIGHT TO SILL AND JOIST. PROVIDE (3) 10d EA BLOCK. JOIST PER PLAN. FLOOR SHEATHING & NAILING PER PLAN ninT97c NON -BEARING FOUNDATION AT CRAWLSPACE SCALE: 1 " = 1 '-0" Z 4- 1-4 W W Z o W �i c N A V IN LLJ co Q � � O Q Z Q O o � OO Q RECEIVED Apr 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U W O pF �PAS� z to O `vRaiS��ti SIONAL Off/ W 23 REV. DATE DESCRIPTION 0 04105123 PERMIT SUBMITTAL PROJECT NO.: 23010.01 DESIGNED BY: JMD DRAWN BY: JMD CHECKED BY. CAB SHEET TITLE. - FOUNDATION DETAILS SHEET NO.. S3.2 APPROVED PLAN HEADER WITH CRIPPLE STUDS PER PLAN (WHERE APPLICABLE) FULL -HEIGHT HOLDOWN CHORD PER SCHEDULE. PROVIDE PANEL EDGE NAILING. PT SILL PLATE IN/ANCHOR BOLTS PER SHEAR WALL SCHEDULE. PROVIDE SIMPSON BP PL WASHERS WITHIN 1/2" OF SHEATHING. PROVIDE PANEL EDGE NAILING INTO SILL PL. CONCRETE STEM OR FTG NOTES.- 1. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. --------Fl ------n-------n-------n-------ri----- 1.I 1•I 1.1 I•I I•I I 1 II II II II II II II II II II II II II II II II II STAGGER NAILS ON EA I I I I I I I I SIDE OF PANEL JOINT I I I I I I I I I'I I'I I'I I•I I WHERE REQUIRED ON 1 1 SHEAR WALL SCHED 11 1 1 I I I I I I FRAMING AT ADJOINING 1 PANEL EDGES PER I I 1.1 I.I 41 •I I• 1.1 SHEAR WALL SCHED I•I / II 11 II I 1 II �� 11 TTT 11 II j•� 11 11 II II jl II 1.1 I I j• •1 1.1 I I 1.1 1.1 1.1 II II I I 11 I'I II II II L_____ I I I I II II j •I 11 � II II 1. I I I• I 1.1 I I I•I I•I II II I I 11 I'I II II 11 II 1 .I 11 II II II II II 1• I 11 II II II 11 11 I I 11 11 11 11 II II 1 .I 11 II II II 1. I.I I• I 1.1 I I I•I I•I II II I I 11 I'I II II 11 II 1 .I 11 II II II II II 1• I 11 II II II 11 II I I 11 II II II II 1 .I 11 II II II I.I I• I 1.1 I I I•I I•I II I I 11 I'I II II II 1 .I 11 II II II € II 1• I 11 II II II II I I 11 II II II € II 1 .I 11 II II II III I• I 1.1 I I I•I I•I € II I I 11 I'I II II LL-______-L t� II II 11 11 1 AB SIZE AND SPACING I III- I I I I PER PLAN AND SHEAR I I I I I WALL SCHEDULE, TYP RIM BOARD OR BLOCKING TYPICAL SHEAR WALL DETAIL SCALE: 3/4" = Y-0" PANEL EDGE NAILING PER SHEAR WALL SCHEDULE NAILING PER BUILT-UP STUD DETAIL WALL FRAMING, SHEATHING, AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP PANEL EDGE NAILING PER SW SCHEDULE PANEL EDGE NAILING PER SHEAR WALL SCHEDULE NAILING PER BUILT-UP STUD DETAIL WALL FRAMING, SHEATHING, AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP A. CORNER INTERSECTION B. 'T' INTERSECTION TYPICAL SHEAR WALL INTERSECTIO IV DETAIL ,uv i ir, -%v r t u ivi v mu. BUILDING DIVISION BEAM PE AND SCI SIMPSON LTP4 EACH SIDE O COL PER P SCI I I-V V L L 'Il III III III 1 1.1 111 111 � I'I 11 I I.1 111 111 BEAM WIDTH, UNO PANEL EDGE NAILING PER SHEAR WALL SCHEDULE. PROVIDE EDGE NAILING 0 HOLDOWN CHORDS SHEATHING PER SHEAR WALL SCHEDULE W/ FIELD NAILING 0 12" OC HOLDOWN CHORD PER SCHEDULE. REFER TO TYPICAL BUILT-UP COLUMN DETAIL ADDITIONAL END STUD IF REQUIRED TO PROVIDE COUNTERSINK FOR HOLDOWN BOLTS NOTES: 1. PANELS SHALL BE 4' x 8' EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING WHERE THE MINIMUM PANEL DIMENSION SHALL BE 24". 2. FASTENER PATTERN SHALL BE PER PLAN AND NOTES. MINIMUM SPACING IS 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE FRAMING, UNO. FRAMING AND SPACING PER PLAN (SHEATHING NOT SHOWN FOR CLARITYAT FRAMING) CONT PANEL EDGES. PROVIDE 2x OR 3x BLKG TIGHT TO FRAMING WHEN SPECIFIED. 4' x 8' SHEATHING PANEL, TYP. STAGGER PANELS 4' PERP. TO FRAMING TYPICAL FLOOR/ ROOF SHEATHING DETAIL HOLDOWN ANCHOR PER G % SCALE: NTS SCHEDULE �l SIMPSON CNW COUPLER NUT W/ SIZE TO MATCH HOLDOWN ANCHORAGE PROVIDE SOLID BLKG 0.131 "0 x 3" NAILS Cd 12" OC EQUAL TO WIDTH OF 2 1/4"END STAGGERED FACE NAILING TYPICAL lo HOLDOWN CHORD ABOVE DISTANCE, TYP FULL LENGTH OF DBL TOP PLATE TOP CHORD 3" OC SPLICE SPACING PARALLEL TO STUD WALL BOTTOM (2) ROWS OF (6) 0.131 "0 x 3" NAILS CHORD �a 3" OC EA SIDE OF SPLICE SPLICE CONC STEM PROVIDE CONT. TOP PLATES WALL & FTG 1 WHERE LENGTH IS 12' OR LESS 6'-0" MIN BETWEEN SPLICES. SPLICES OCCUR AT c OF VERT STUDS JOIST FRAMING --- PLAN & SCHED( STUD WALL FRAMING PER PLAN & NOTES COL P TYPICAL FLUSH BEAM SUPPORT DETAILS SCALE: 1 " = 1 '-0" TYPICAL TOP PLATE SPLICE DETAIL SCALE: 1 " = 1 '-0" BEAM WIDTH, UNO PERPENDICULAR TO STUD WALL ADJACENT NAILS IN A ROW ARE TO BE DRIVEN FROM OPPOSITE SIDES, TYP (3) STUDS MAX TO BE USED FOR BUILT-UP COLUMNS UNO ON PLANS 8" OC MAX SPACING BETWEEN ADJACENT NAILS IN A ROW STAGGER NAILS EA SIDE OF STUD WITH 1 1/2" EDGE DISTANCE. PROVIDE 0.148" x 3" NAILS FOR (2) STUDS & 0.207" x 4 1/2" NAILS FOR (3) STUDS. PROVIDE (1) ROW OF STAGGERED NAILING FOR 2x4 STUDS. PROVIDE (2) ROWS FOR 2x6 STUDS. TYPICAL BUILT-UP STUD COLUMN DETAIL SCALE. 1 " = P-0" SIMPSON A35 AT EXT WALLS WITH SPANS GREATER THAN 6' (6) 0.131"0x3" NAILS EA END TYPICAL WALL STUDS PER PLAN OR NOTES TYP BUILT-UP STUD NAILING (1) FULL HT STUD UNO ON PLANS OR COL/HOLDOWN SCHEDULES TYPICAL HEADER DETAIL SCALE: 1"= Y-0" LENGTH OF NOTCH SHALL m NOT EXCEED 1/3RD THE O JOIST DEPTH O T PRE -DRILL HOLE AT CORNERS OF NOTCHES. DO NOT OVERCUT NOTCH AT END OF JOISTS SHALL NOT EXCEED 1/4 THE JOIST DEPTH. DO NOT NOTCH WHERE PRACTICABLE. t d- MAX HOLE O SHALL NOT EXCEED 40 % THE STUD DEPTH (I.E. 2 1/4" FOR 2x6, 1 1/4" FOR 2x4). MINIMIZE HOLE DIAMETER WHERE POSSIBLE. X W 0 x NOTCH DEP OR HOLE 0 1/4 OF STUD WIDTH MAX z N T 5/8" MIN CLR 1-O EDGE DBL TOP PLATE PER TYP DETAIL BEAM/HDR PER PLAN AND NOTES JACK STUDS PER PLAN MAX HOLE O SHALL NOT EXCEED 1/3 THE JOIST DEPTH (I. E. 3" FOR 2x 10, 3.75" FOR 2x 12). MINIMIZE HOLE DIAMETER WHERE POSSIBLE. m ' pc O U m its Z m �O N 2x JOISTS PER PLAN OR SCHEDULE. REFER TO MFR RECOMMENDATIONS FOR I -JOIST HOLES AND NOTCHES. NOTE: 1. NOTCHES ARE NOT PERMITTED IN THE MIDDLE 1/3 OF THE JOIST SPAN. 2. NOTCHES ARE NOT PERMITTED ON THE BOTTOM (TENSION FACE) OF JOISTS WHERE THE WIDTH IS 4x OR GREATER. ALLOWABLE HOLES & NOTCHES SCALE: 1 " = 1 '-0" Z c) 1�1 W W P-4 z W o i 00�0 % i Q� a) c 6• W Q) A 3 3 V IN Wco O � � J � Q O uj RECEIVED Apr 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U W O m CL O A' pF SPA SQ' I � s 40785 L ONAL 0I/ W 23 REV. DATE DESCRIPTION 0 04105123 PERMIT SUBMITTAL PROJECT NO.: 23010.01 DESIGNED BY: JMD DRAWN BY. JMD CHECKED BY: CAB SHEET TITLE: WOOD FRAMING DETAILS SHEET NO.: 'ROVED PLAN � � S4.1 STUD FRAMING PER PLAN OR NOTES. SHEATHING & NAILING PER SW SCHED PANEL EDGE NAILING PER SW SCHED TYP Ca SILL & DBL TOP PLATE BREAK SHEATHING AT PLATE CONT LSL/LVL RIM OR TRUSS BLKG BREAK SHEATHING AT PLATE SILL PLATE NAILING PER SW SCHED NOTES 1. CONTRACTOR MAY SPLICE WALL SHEATHING AT RIM CENTERLINE AS ANAL TERNA TE DETAIL TO BLKG OR CLIPS AT TOP PLATE. 2. NON -SHEAR WALL NAILING SHALL BE PER IBC TABLE 2304.9 SILL PLATE NAILING PER SW SCHED FULL DEPTH BLKG AT ALL COLUMNS & HOLDOWN CHORDS TRUSS PER PLAN BY MFR. FLOOR SHEATHING & NAILING PER PLAN NOTES. 2x4 BLKG OR FRAMING CLIP W/ SPACING PER SW SCHED EXTERIOR BEARING WALL DETAIL SCALE: 1 " = 1 '-0" 7RIOR BEARING DR INFORMATION ILLY CALLED OUT. (4) 10d NAILS 3)0.131"0x3" AILS EACH END EA BLOCK. SL/LVL OR TRUSS BLOCKING @a 4'-0" OC MAX INTERIOR NON -BEARING WALL DETAIL SCALE: 1 " = 1 '-0" CENTER STRAP AT EDGE OF WALL RIM, JOIST, OR ALIGNED BEAM PER PLAN FLOOR SHEATHING PER PLAN NOTES WITH BOUNDARY NAILING FULL LENGTH OF SHEAR WALL & DRAG STRUT DRAG STRUT BEAM PER PLAN CONT LSL/LVL RIM OR TRUSS (4) 10d NAILS (3) 0.131"0x3" NAILS EACH END ca EA BLOCK. LSL/LVL OR TRUSS BLOCKING @a 4'-0" OC MAX EXTERIOR NON -BEARING WALL DETAIL SCALE. 1 " = 1 '-0" CHORD PER HOLDOWN SCHEDULE HOLDOWN PER PLAN AND SCHED. CENTER STRAP BTWN TOP OF SILL PLATE & BOT OF DBL TOP PLATE DRAG TRUSS PER PLAN PROVIDE FULL DEPTH 1314 TKx 16" WIDE LSL OR LVL BLKG EA SIDE OF TRUSS 0 HOLDOWN. NAIL TO TRUSS W/ (5) 16d TOP & BOT AND (4) 16d TO WEB MEMBER FRAMING CLIP FROM TRUSS BOT CHORD TO DBL TOP PLATE PER SHEAR WALL SCHED CHORD PER HOLDOWN SCHEDULE HOLDOWN AT FLOOR TRUSS DETAIL SCALE: 1 " = 1'-0" PT 2x LEDGER TO MATCH DECK JOIST DEPTH (2x8 MIN). PROVIDE 4" LEDGERLOK Cd 6" OC FOR JOIST SPANS UP TO 8'-0" & 0 4" OC FOR JOIST SPANS UP TO 12'-0". STAGGER SCREWS TOP & BOT W/ 1 3/4" MIN EDGE DISTANCE FINISHED SURFACE PER ARCH 1 1/2" STEP PER ARCH PRE-MFR TRUSSES AND TRUSS HANGERS PER TRUSS MANUFACTURER I I II I I I I i \ i I IIIII \ � DRAG STRUT STRAP PER PLAN. FILL ALL NAIL HOLES UNO. ALTERNATE LOCATION FOR STRAP IS BOT OF DRAG STRUT TO TOP PLATE OF SHEAR WALL. STUD FRAMING PER PLAN OR NAILING PER SW SCHED CITY OF EDMONDS �.ryrcm:'8PAR131T [%ETAIL PT 2x DECK JOISTS W/ SLOPE PER PLAN AND SCHED. NOTES 1. REFER TO TYPICAL STUD WALL DETAILS FOR INFORMATION NOT SPECIFICALLY CALLED OUT. 2. REFER TO ARCH D WGS FOR FLASHING, DECK SURFACE, ETC. DECK DETAIL (2) PLY FLUSH LVL BEAM OR GIRDER TRUSS PER PLAN STUD FRAMING PER PLAN OR NOTES. SHEATHING & NAILING PER SW SCHED PANEL EDGE NAILING PER SW SCHED TYP 0 SILL & DBL TOP PLATE LVL/LSLBLKG SILL PLATE NAILING PER SW SCHED SILL PLATE NAILING PER SW SCHED FULL DEPTH BLKG AT ALL COLUMNS & HOLDOWN CHORDS JOIST PER PLAN BY MFR. LAP JOIST FOR FULL BRNG ON WALL. 2x4 BLOCKING OR FRAMING CLIP W/ SPACING PER SW SCHED INTERIOR BEARING ON BOTH SIDES INTERIOR BEARING WALL DETAIL SCALE. 1 " = 1 '-0" SHEAR WALL ABOVE & HOLDOWN, FASTENERS, & CHORD PER PLAN & SCHED. CENTER HOLDOWN SO 3ELOW. SHEATHING AN EQUAL NUMBER OF NAILS ARE NOT SHOWN FOR CLARITY. DRIVEN INTO STUDS & BEAM. FILL JOIST SPACE WITH BLKG TO MATCH TOTAL WIDTH OF STUD COLUMN ABOVE •I .I ,I I TO INTERIOR BEARING ' I TAIL FOR INFORMATION ECIFICALLY CALLED OUT. , NOTE: REFER TO INTERIOR BEARING ON BOTH SIDES WALL DETAIL & INTERIOR NON -BEARING WALL DETAILS FOR INFORMATION NOT SPECIFICALLY CALLED OUT. LSLILVL OR TRUSSS BLKG I (4) 10d NAILS (3) 0.131 "0 x 3" NAILS EACH END TRUSS PER PLAN BY MFR. EA BLOCK. LAP TRUSS FOR FULL BRNG ON WALL UNO BY MFR. LSL/LVL OR TRUSS BLOCKING Ca 4'-0" OC MAX INTERIOR BEARING ON ONE SIDE ONLY INTERIOR BEARING WALL DETAIL SCALE. 1 " = 1 '-0" SHEAR WALL WISHEATHING NOT SHOWN FOR CLARITY. HEADER PER PLAN. REFER TO TYPICAL HEADER DETAIL FOR ADDITIONAL INFORMATION NOT CALLED OUT. HOLDOWN AT BEAM END CENTERED Ca BOT OF BEAM. IF STRAP IS TOO LONG TO BE CENTERED, PLACE TOP OF STRAP AT TOP OF BEAM. JACK STUDS EQUAL TO HOLDOWN CHORD ABOVE, (2) STUDS MIN. REFER TO TYPICAL BUILT UP STUD COLUMN DETAIL FOR FASTENING REQUIREMENTS BETWEEN JACK & FULL HEIGHT STUDS HOLDOWN TO BEAM & COLUMN DETAIL SCALE: 1 " = 1'-0" uja� A V IN W co O cc 0) � O Q Q 0 L� 1 _ RECEIVED Apr 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U W O cc CL O A' WAS.�l�G, >n o 40L sue~~ SSIONAL 0�/ 05/ 2� REV. DATE DESCRIPTION 0 04105123 PERMIT SUBMITTAL PROJECT NO.: 23010.01 DESIGNED BY: JMD DRAWN BY: JMD CHECKED BY: CAB SHEET TITLE: WOOD FRAMING DETAILS SHEET NO.: S4.2 SCALE: ROVED PLAN SCALE:1"= l'-0" 2x4 BLKG W/ SILL PLATE NAILING OR FRAMING DIAPHRAGM BOUNDARY CLIP PER SW SCHED NAILING PER PLAN NOTES. PROVIDE 8d 0 6" OC MIN. FULL DEPTH BLKG RIPPED TO MATCH SLOPE OF ROOF. TRUSS MFR TO PROVIDE TRUSS BLOCKING IF DEPTH AT WALL GREATER THAN 2x12 FRAMING. PANEL EDGE NAILING PER SW SCHED TYP AT DBL TOP PLATE SILL PLATE NAILING PER SW SCHED STUD FRAMING PER PLAN OR NOTES. SHEATHING & NAILING PER SW SCHED TRUSS BEARING L PRE-MFR ROOF TRUSS PER PLAN WITH (3) 10d TOE NAILS TO TOP PLATE. ROOF SHEATHING & NAILING PER PLAN NOTES. SIMPSON TIE AT EACH END OF TRUSS PER PLAN NOTES. WALL DETAIL DIAPHRAGM BOUNDARY NAILING PER PLAN NOTES 2x4 OUTRIGGER Ca 24" OC (24" MAX OVERHANG UNO). PLACE VERT OR HORIZ PER ARCH DWGS. PROVIDE HANGER AT BACKSPAN GABLE END TRUSS W/A MIN 2x6 TOP CHORD. PROVIDE ADDITIONAL MID -HT BRACING WHERE READ BY MFR 2x4 BLKG W/ SILL PLATE NAILING OR FRAMING CLIP PER SW SCHED PANEL EDGE NAILING PER SW SCHED TYP AT DBL TOP PLATE AND AT TOP CHORD OF GABLE TRUSS STUD FRAMING PER PLAN OR NOTES. SHEATHING & NAILING PER SW SCHED. EXTEND SHEATHING FULL HEIGHT OF GABLE TRUSS PRE-MFR ROOF TRUSS PER PLAN. ROOF SHEATHING & NAILING PER PLAN NOTES. oo e O , GABLE END DETAIL SCALE: 1 " = 1 '-0" \ f SCALE: 1 " = 1 '-0" --------------------------------------------- nn----Ti---- TIT ---- rr----Ti----nT----rrr----Ti----_rrr I I I I I I III I I I I I I III I I III SHEATHING PER SHEAR IIII I I III I I I I I I III I I I I I WALL SCHEDULE W/ PANEL IIII I I IIII II III I I I I III I I III II II II III II III III EDGE & FIELD NAILING AT ALL WALL SEGMENTS AS WELL AS ABOVE & BELOW IIII II IIII II IIII IIII IIII IIII II III ROUGH OPENINGS IIII II IIII II IIII I I IIII IIII II IIII IIII II CONTINUOUS STRAP W/ LENGTH IIII I I I II III 2x HF BLKG, TYP 0STRAP IIII II IIII I I IIII II AND NAILING PER PLAN. PROVIDE IIII I I III I I I LOCATIONS IIII I I STRAP AB AND BELOW OPENING IIII I I I I I IIII I I IIII I I & NAIL TO FRAMING OR BLKG IIII I I IIII I I I I I III PANEL EDGE NAILING PER IIII I I i i i I IIII I I SHEAR WALL SCHEDULE. IIII I I I III IIII I I I PROVIDE EDGE NAILING �a IIII I I IIII II IIII IIII IIII I I II I III HOLDOWN CHORDS. NAILS IIII I I IIII IIII IIII I I III NOT SHOWN FOR CLARITY. IIII II II II II III IIII I I IIII I I I I I I IIII I I III END STUDS PER HOLDOWN IIII II IIII II IIII II IIII II II II IIII II IIII II II II IIII II IIII II III III III SCHEDULE IIII II III I I II II II IIII IIII II II II IIII II IIII I I I I I I IIII I I I HOLDOWN PER PLAN AND III III I I I °I II IIII I I I I I I IIII I I IIII II II II IIII II I I I SCHEDULE AT EA END ---_L1----�-Jii----u----��----JL---1LLL---_L1---— nn---TI-----n----F----TI-----1T---7r----TI---- IIII II II II II II II II tF I NOTE: REFER TO THE TYPICAL 1111 _ll_____11_ __11____ll__ _JL___1L___ll____ SHEAR WALL DETAIL FOR INFORMATION NOT SPECIFICALLY CALLED OUT A )) FORCE TRANSFER AROUND SINGLE OPENINGS FORCE TRANSFER SHEAR WALL DETAIL SCALE: NTS CITY OF EDMONDS BUILDING DIVISION F8d �a 4" OC EA BLOCK O O 1_" ADD (2) 16d TO TRUSS FRAMING @a 8' OC 2x6 DIAGONAL BRACE AT 4'-0" OC W/ (4) 10d FACE NAILS EA END. ADD 2x4 FLAT BRACE ON TOP W/ 10d C 8" OC IF SPAN EXCEEDS 6'. 2x BLKG Ca 4' OC AT TOP & BOT OF EACH BRACE W/ DEPTH TO MATCH TRUSS CHORDS. PROVIDE A35 FRAMING CLIP TO WALL DBL TOP PL. TREAD & RISER PER ARCH. USE 1 1/8" PLYWOOD TREAD UNO. 2x BLKG TIGHT TO STRINGERS PT 2x THRUST PLATE TIGHT TO STRINGERS. PROVIDE (2) HILT/ X-DNI FASTENERS EA BLOCK w/ 2" MIN EMBED INTO FTG. NOTE: 1. REFER TO ARCH DINGS & IBC FOR DIMENSIONAL TOLERANCES OF STAIRS & LANDINGS. 2. PROVIDE GUARD AND HANDRAILS AS REQUIRED PER IBC. 3. MAXIMUM STRINGER SPAN IS 8'-0". PROVIDE INTERMEDIATE SUPPORT WHERE SPANS EXCEED THIS. 4. PROVIDE BLOCKING AT SIDE WALLS FOR ANCHORING HAND RAILS. FRAMING PER PLAN 2x 12 NOTCHED STRINGER w/2x6 REINFORCEMENT o • 000, oa ROOF SHEATHING AND NAILING PER PLAN NOTES. PROVIDE DIAPHRAGM BOUNDARY NAILING FULL LENGTH OF DRAG TRUSS. PRE-MFR ROOF TRUSS PER PLAN. DESIGN TRUSS FOR AN ALLOWABLE IN -PLANE SHEAR LOAD OF 260PLF FROM ROOF SHEATHING TO SHEAR WALL UNO ON PLANS. 2x4 BLKG OR FRAMING CLIP W/ SPACING PER SW SCHED SILL PLATE NAILING PER SW SCHED PANEL EDGE NAILING PER SW SCHED TYP AT DBL TOP PLATE STUD FRAMING PER PLAN OR NOTES. SHEATHING & NAILING PER SW SCHED. TRUSS ALIGNS WITH SHEAR WALL DRAG TRUSS SECTION SCALE: 1 " = 1 '-O" zcr J coU STRINGER Ca) LOWER LANDING 2x BLKG Cd EA STRINGER AT LANDINGS. ADD (3) 1Od NAILS EA SIDE SIMPSON LSSU210-2 EA STRINGER TYP EA SIDE OF MID -SPAN BEAM WHERE APPLICABLE STRINGER Ca BEAM OR LANDING 2x12 NOTCHED STRINGER W/2x6 REINFORCEMENT n nr nnnv nrn n, TYPICAL STAIR DETAILS SCALE: 1"= 1'-0" 2x12 NOTCHED STRINGER Ca 16" OC MAX SPACING W/ 8' MAX SPAN. DO NOT OVERCUT TREAD OR RISER NOTCHES 2x6 SISTERED TO SIDE OF2x12 W/ (2) ROWS OF 10d NAILS STAGGERED 0 6" OC AS SHOWN FTG PER PLAN 16" OC MAX UNO ON PLANS STRINGER W/ (3) 1Od EA STUD AT WALLS. TREADS PER ARCH. USE 1 1/8" PLYWOOD TREAD UNO. I STRINGER SECTION 2x4 RAFTERS (a 24" OC 2x CONT 0 RIDGE SILL PLATE NAILING PER SW I I SCHED j 2x CONT MEMBER FULL LENGTH OF SHEAR WALL. PROVIDE 3" MIN OVERLAP WITH TOP PLATE. ADD 2x4 DIAGONAL BRACE Ca 8'-0" OC w/ (3) 16d EA END 1Od Ca 6" OC, TYP FRAMING PER PLAN. ROOF SHEATHING & NAILING PER PLAN NOTES. TRUSS OFFSET FROM SHEAR WALL DRAG TRUSS PER PLAN FULL DEPTH 2x OR LSL BLKG RIPPED TO MATCH SLOPE 11 OF ROOF LAP SHEATHING 3" MIN OVER TRUSS BOT CHORD W/ PANEL EDGE NAILING PER PLAN AND SW SCHED PANEL EDGE NAILING PER PLAN & SW SCHED AT DBL TOP PLATE SECTION SCALE: 1 " = 1 '-0" 2x4 VERT ALIGNED W/ EACH JOIST OR TRUSS BELOW. RIP BOT OF STUD TO MATCH ROOF SLOPE 2x4 CONTNNOUS NAILER 0 24" OC W/ (2) 16d INTO EA JOIST OR TRUSS ROOF OVERFRAMING DETAIL SCALE: 1 " = 1 '-0" 8d (?6" OC PRE-MFR ROOF TRUSS PER PLAN W/ (2) 1Od TOE NAILS TO TOP PLATE. ROOF SHEATHING & NAILING PER PLAN NOTES. TRUSS SHALL BEAR 2" MIN ON STUD WALL. SILL PLATE NAILING PER PLAN & SW SCHED FROM BLKG TO DRAG TRUSS BOT CHORD STUD FRAMING PER PLAN OR NOTES. SHEATHING & NAILING PER SW SCHED Z 14 1*4 W �o W W Z o W �i c .� c a� A a� V N co W Q � � � O Q Q 0 RECEIVED Apr 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W O CL O A ' & WASk Hai s0 cs �sIONAL 0�/ W 2� REV. DATE DESCRIPTION 0 04105123 PERMIT SUBMITTAL PROJECT NO.: 23010.01 DESIGNED BY: JMD DRAWN BY: JMD CHECKED BY: CAB SHEET TITLE. - WOOD FRAMING DETAILS SHEET NO.. S4.3 APPROVED PLAN