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OLD SEE REVISED REVIEWED BLD Resub1 BLD2021-0109+Structural_Plan+8.6.2021_9.56.55_AM+2343258SHEARWALL SCHEDULE SW EXP Notes apply as called out in table below. 1 Anchor bolts embedded at least 7", or expansion anchors embedded at least 4". See detail SWB. 2 �MASAP can be installed instead of sill bolts with washers. When replacing �/z"0 sill bolts use 7-10dx1�/z" nails (minimum nailing) and when replacing 5/s"0 sill bolts use 9-10dx1�/z" nails (maximum nailing). 3 See detail SWF. Connections vary depending on condition. 3a Substitute 16d toe nails @ 8"oc for *A35. 4 See detail SWR. Letter designations a, b, & c refer to specific conditions. For gable -end roof connections see detail SWF. 5 See detail SWB. 6 Abutting panel edges require a 2-2x (lamination connection same as WALL BASE PLATE), 3x, or greater stud. 7 See detail DSW. 8 The plate washer shall extend to within 1/2" of the edge of the bottom plate that receives the sheathing or rim. At double -sided shearwalls, stagger on both plate edges. SHEAR FLOW CONNECTIONS /SPACING S� SILL -TO - FLOOR -TO - ROOF -TO - WALL BASE PLATE CALL FOUNDATION 1, 2 SILL 3WALL WALL 4 5 OUT 5/8"0 @ 60"oc or �A35 @ �H1 @ 16d @ 10"oc A 7/2 "0 @ 60"oc 48"oc 3a 24"oc 4a 5/s"0 @ 60"oc or �A35 @ �LS50 @ 16d @ 6"oc 1 �� /20@40oc 24"oc 36"oc 4b 5/s"O @ 40"oc or �A35 @ �LS50 @ 16d @ 4"oc C 7/2"0 @ 24"oc 16 oc 24 oc 4b 5/s"O @ 32"oc or �A35 @ �LS50 @ 16d @ 3"oc D �/z"O @ 24"oc 8 16"oc 16"oc 4b 5/s"0 @ 24"oc or �A35 @ *LS50 @ 16d @ 2"oc C G 1 �� h0@16oc 8 12"oc 12"oc 4b 5/s"O @ 12"oc or �A35 @ *LS50 @ 2-16d @ 2"oc to 4x C r 7/z"0 @ 8"oc 8 6"oc 8"oc 4c rim/blkg HOEDOWN SCHEDULE n/ WALL SHEATHING CALL OUT SHEATHING THICKNESS EDGE NAILS 6 7/16" 8d @ 6"oc 4 7/16" 8d @ 4"oc 3 7/16" 6 8d @ 3"oc 2 7/16" 6 8d @ 2"oc 2 � 7/ 16" both sides s, � 8d @ 2"oc 1 Deepen the foundation as needed to provide the required holdown embedment into the foundation wall. See Deatil MHE 2 Fasten to the end framing members of the Shearwall, u.n.o. 3 FOUNDATION ANCHOR may be extended with threaded rod and coupler as required. 4 Provide the minimum embedment and edge distances specified by the manufacturer. 5 Attach to (2) 2x studs minimum (lamination connection same as WALL BASE PLATE; stagger nails), u.n.o. 6 See detail HDNfor installation. HOEDOWN /STRAP FOUNDATION 1, 2, 4, 6 FASTENERS 5 ANCHOR 1, 3, 4, 6 COMMENTS #STHD14/14RJ 30-16d sinker N/A #HTT5KT 26 - LSD #10x2�/2 �s65/s"x24 �HDU11-SDS2.5 30 - *SDS'/ax2'/z 1"�T.R. 6x6 Min Post, See detail RFA �HD19 5 - 1"� Bolts 1-1/4"�T.R. 6x6 Min Post, See detail RFA �MSTC40 36-16d sinker N/A equal number of nails to both connected elements �MSTC52 48-16d sinker N/A equal number of nails to both connected elements #MSTC66 68-16d sinker N/A equal number of nails to both connected elements �MSTC48B3 54-10d sinker N/A 4x6 Min Post. See detail SB (2) �MST60 46-16d sinker N/A equal number of fasteners to both connected elements. 6x6 Min Post GENERAL STRUCTURAL NOTES continued WOOD STRUCTURAL PANELS shall meet the performance standards of the "APA" DOC PS1 and PS2 for their intended application (group 5 species not allowed). SHEARWALLS are indicated on the plans with a bold dashed line and labeled SW. The following letter designation refers to the Shearwall Schedule's SHEAR FLOW CONNECTIONS /SPACING table, and the number designation refers to the WALL SHEATHING table. Multiple combinations of letter and number designations may be present. Wall Line numbers, shown inside triangles, refer to corresponding engineering calculations. Attach rated sheathing (indicated below) to 2x min STUDS spaced no more than 16"oc, u.n.o. See Shearwall Schedule for minimum thickness and fasteners (thickness at point of fastened edges governs shear values). All panel edges shall be blocked. Nail intermediate supports @ 12"oc. Do not penetrate nails past flush. Install squash blocks under the ends of all shearwalls where the framing below does not provide full bearing. Construct cripple walls same as the Shearwall above, and gable -ends same as the Shearwall below. Rated sheathing: 7/16" OSB rated with a 24/16 span rating. 1/2" CD with a 32/16 span rating. See applicable detail(s): SWE ROOF DIAPHRAGM Install either OSB or CD sheathing: 7/16 OSB rated sheathing with a 24/16 span rating; panel clips required when spacing is greater than 20" oc. 1/2" CD rated sheathing with a 32/16 span rating. Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half the long dimension. Nail all boundaries and supported edges with 8d @ 6"oc and interior supports with 8d @ 12"oc, blocking not required u.n.o. ROOFTOP DECK DIAPHRAGM Install minimum 23/32" rated Sturd-I-Floor T&G with a 24oc span rating Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half the long dimension. Glue and nail all boundaries and supported edges with 10d @ 6"oc and interior supports with lOd @ 12" oc, blocking not required u.n.o. FLOOR DIAPHRAGM Install minimum 23/32" rated Sturd-I-Floor T&G with a 24oc span rating. Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half the long dimension. Glue and nail all boundaries and supported edges with 10d @ 6"oc and interior supports with 10d @ 12" oc, blocking not required u.n.o. COLLECTORS Diaphragms shall be nailed continuously to drag struts, drag trusses and other collector elements at boundary spacing, u.n.o. See applicable detail(s): DTC CS COMECTiON6 and fasteners shall be per CODE Table 2304.10.1 u.n.o. The symbol, "�", indicates a hardware connector from the most current Simpson Strong -Tie Catalog. Hardware with equivilent or greater capacities from other manufacturers may be substituted, example you can use USP's Dual Specification Chart to make an equivilent or greater capacity selection. Install per the manufacturer instructions. Fasteners and hardware in contact with pressure treated wood shall be hot -dipped zinc -coated galvanized. NAILS All nails shall be "Standard Common" size per the latest edition of the National Design Specification for Wood Construction (NDS) u.n.o. HOLDOWN6 See the HOEDOWN SCHEDULE. See applicable detail(s): HDN HOC POST CAPS Provide a post capon isolated columns that most nearly matches the actual member sizes) U.N.O. Each connection shall have a minimum of (3)10d to the post and (3)10d to the beam. HANGERS Model numbers will be specified on the plans for conditions that require more than minimum capacity, otherwise see CONNECTIONS. When a hanger is not specified on the plans, use any size specific model number that fits that member. Always use MAX NAILING. Hanger to match member size. Notching or shimming of beam not allowed unless specified. JOBSIfE SAFETY Sound Structural Solutions Inc has not been retained or compensated to provide design and/or construction review services related to the contractor's safety precautions or to means, methods, techniques, sequences or procedures for the contractor to perform their work. The undertaking of periodic site visits by the ENGINEER shall not be construed as supervision of actual construction and not make him responsible for providing a safe place for the performance of work by the contractor, subcontractors, suppliers or their employees, or for access, visits, use work, travel, or occupancy by any person. OWNERSHIP OF DOCUMENTS These drawings and calculations are the intellectual property of Sound Structural Solutions Inc. These drawings may not be used in whole or in part by any person without permission of Sound Structural Solutions Inc. MISCELLANEOUS The contractor shall verify dimensions and conditions at job site. The contractor shall provide temporary bracing as required until all permanent connections and stiffenings have been installed. Do not scale drawings. Pre -fabricated items to be handled and installed per manufacturer's recommendations. WNG � WARNING N.T.S. THIS IS INTENDED TO DRAW ATTENTION TO GENERAL STRUCTURAL NOTES CODE All conditions, materials and construction shall conform to the code specified in the DESIGN CRITERIA, or other codes required by the governing jurisdiction. PROTECTION Through maintenance and current best practices, provide a building envelope that will preserve the integrity of the structure throughout it's lifetime. IN6PECTIONLS Notify Building Department for inspections required by local jurisdiction. SOILS Bearing capacity of soil shall be per DESIGN CRITERIA or greater. Footing shall bear on solid undisturbed level soil devoid of any organic material and below indicated frost line. COMPACTED FILL shall consist of predominately Well -Graded, granular soil, free of organic material and debris. Fill should be placed in maximum 8" loose lifts and compacted to a minimum of 95 percent of the maximum density at optimum moisture content determined by ASTM D-1557 test procedures. BACKFILL shall be free draining and without organic material and debris from one of the following soil classes SM-SC, SM, SP, SW, GC, GM, GP, and GW. FOUNDATIONS AND RETAINING WALLS Extend footings to undisturbed bearing soil. Do not backfill until all slabs and/or horizontal diaphragms are constructed, otherwise provide temporary bracing to resist movement. There shall be no machine compaction on the retaining side of the structure for a distance equivalent to 2/3rds the wall height. SILL PLATES Use pressure treated 2x plates u.n.o. Embed anchor bolts at least 7" (expansion anchors 4"). Use 3"x3"x0.229" washers. There shall be a minimum of two bolts per piece spaced not more than 6 feet apart, with one bolt located not more than 12" or less than 4" from each end of each piece. CONCRETE fc = 3000 psi minimum for environmental exposure (2500 psi used in structural design, or unless greater psi indicated on the plans). 5 1/2 sacks of cement per cubic yard of concrete and a maximum of 6 gallons of water per 94 Ib sack of cement. Maximum slump is 4". Segregation of materials shall be prevented through proper handling and placement. REINFORCING STEEL #4 bars and larger shall be Grade 60 deformed bars, and #3 bars shall be Grade 40 (u.n.o.), in accordance with ASTM A-615. Lap splices 32 bar diameters u.n.o. Welded wire fabric shall conform to ASTM A-185 and shall be 6x6 - W1.4xW1.4. Lap one full mesh at splices. CLEAR COVER 3" clr when cast against Earth and 2" clr in all other locations, u.n.o. See applicable detail(s): RI PDOTIiVG DRAINAGE Footing drainage per Building Code section 1805.4.2 &Residential Code section R405.1. WOOD FRAMING in contact with concrete or masonry, or exposed to weather, shall be pressure treated. Numbers in parenthesis, IE (1-1), refer to corresponding engineering calculations. COMECTORS AND FASTENERS Fasteners, including nuts and washers, and connectors in contact with pressure treated wood shall be hot -dipped zinc -coated galvanized. EXCEPTION: Plain carbon steel fasteners, including nuts and washers, in SBX/DOT and zinc borate preservative treated wood in an interior, dry environment shall be permitted. SOLID SAWN LUMBER shall meet the following minimum grades (u.n.o.) conforming to "WWPA GRADING RULES FOR WESTERN LUMBER", latest edition: BEAMS, POSTS, RAFTERS, JOIST 6X and wider DF#1 4X DF#2 2x 10 and greater DF#2 2x 8 and smaller HF#2 WALL STUDS 2x HF#2 ENGINEERED WOOD shall meet the following minimum properties: callout E x 106 (psi) Fb si Fc Dar (psi) Fc DerD (psi) Fv si LSL 1.55E 1900 2050 900 310 PSL 2.2E 2900 2900 625 290 Engineered wood products shall be protected from moisture to preserve their structural integrity. Provide temporary bracing to avoid permanent deflections resulting from drying under construction dead loads. I -JOISTS Connect I -joist to plate using one 10d (0.131" x 3") nail on each side of bottom flange; drive nails �� at an agle at least 1 1/2 from end. Connect 1 1/4 LSL rim to I -joists with one 10d (0.131 x 3) nail into top and bottom flange. Full -depth blocking between joists over shearwalls shall be 1 1/4" min ESL. TRUSSES Manufactured trusses are a deferred submittal item designed per CODE section 2303.4 and shall be designed for all loads and load combinations per the CODE. All connections per manufacturer, u.n.o. If truss layout is changed by manufacturer, please notify this office. Trusses which require drag forces shall be designed for a drag force of: Indicated on the plan OVER -FRAMING Unless noted otherwise by truss manufacturer, overframe with 2x4 rafters @ 24" oc. Post down w/ 2x4 @ 48" oc, staggered. Brace posts over 6'-0" tall perpendicular to wide face. WALL FRAMING &BEARING Walls shall be 2x studs at 16"oc max with double 2x top plate, and 2x base plate (exterior walls shall be 2x6 u.n.o. &interior walls shall be 2x4 u.n.o.). Party walls shall be parallel walls with a 1" gap between. Each wall shall be framed with 2x4 studs at 16"oc max with double 2x top plate, and 2x base plate. Block all supports solid to the foundation. See applicable detail(s): BHS TPS Full cavity blocks shall be required where parry walls intersect exterior walls. See applicable detail(s): EPI BEAM PENETRATION6 Allowable beam penetrations shall be made in the middle third of the span and the middle third of the depth. Contact this office for any penetration outside the allowable area. See applicable detail(s): BP POF FREQUENTLY EXPERIENCED DIFFICULTIES IN CONSTRUCTION: • LONG LEAD ITEMS • DIFFICULT FIELD RETROFITS • LIMITED OPTIONS FOR RETROFITS WNG PLAN INSTRUCTIONS READ THIS FIRST These plans are organized so that more detailed or specific information is found in the same way by following the direction shown below: GENERAL STRUCTURAL NOTES SCHEDULES, DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES for more specific information. SCHEDULES DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES and SCHEDULES for more specific information. DETAILS PLANS will often refer to GENERAL STRUCTURAL NOTES, SCHEDULES and DETAILS for more specific information. PLANS See the SYMBOL LEGEND as well as ABREVL4TTONS AND ACRONYMS for other additional information used on the PLANS. The term, TYPICAL (or TYP), used with a detail callout or plan note, indicates that the information specified shall apply in all similar conditions. IF YOU HA VEA NY QUESTIONS OR CONCERNS CONTACT US IMMEDIA TEL Y� We can be reached immediately by phone: (425) 778-1023 For less pressing questions, email us: inbox@ssseng.com Please help us get to your plans by having this job number handy: s2005013 ABBREVIATIONS AND ACRONYMS ABV ABOVE E.S. EACH SIDE O.C. ON CENTER A.B. ANCHOR BOLT E.W. EACH WAY P.T. PRESSURE TREATED BLW BELOW EA EACH REINF REINFORCEMENT BLK BLOCK E.N. EDGE NAILING REQD REQUIRED BLKG BLOCKING EMBED EMBEDMENT SCHED SCHEDULE B.N. BOUNDARY NAILING EXIST EXISTING SIM SIMILAR BTM BOTTOM FDN FOUNDATION STD STANDARD BRG BEARING FLR FLOOR STRUCT STRUCTURAL BTWN BETWEEN FRMG FRAMING SW SHEARWALL CLR CLEAR FTG FOOTING THRU THROUGH CLTR COLLECTOR G.T. GIRDER TRUSS TYP TYPICAL CONC CONCRETE GR GRADE U.N.O. UNLESS NOTED CONN CONNECTION HORIZ HORIZONTAL # OTHERWISE CONT CONTINUOUS MAX MAXIMUM VERT VERTICAL CTR CENTER MFG MANUFACTURED w/ WITH DBL DOUBLE MIN MINIMUM w/o WITHOUT DET DETAIL o/ OVER W.W.F. WELDED WIRE FABRIC E.E. EACH END oc ON CENTER DESIGN CRITERIA Governing Code 15 IBC Risk Category II Wind Design Data Basic Wind Speed (3 sec gust) mph 110 Surface Roughness B Wind Exposure Category B Earthquake Design Data Seismic Importance Factor, le 1.00 Site Classification D Short Period Acceleration, SS 1.263 1-Second Acceleration, S1 0.494 Seismic Design Category D Spectral Response Coefficient, SDs 0.842 Spectral Response Coefficient, SD1 0.496 Gravity Load Data Internal Pressure Coefficient +/- 0.18 Topographic Factor, Krt 1.00 Wind Importance Factor, I 1.00 Seismic Force Resisting System Table 12.2-1: A-15 2010 Equiv. Lateral Force Procedure Response Modification Factor, R 6.5 Transverse 6.5 Longitudinal Seismic Response Coefficient, CS 0.130 Transverse 0.130 Longitudinal Seismic Base Shear, V 37255 Ibs Roofs: loads are psf Dead Live Snow Raftersl •Pitches < 8:12 15 0 25 Trusses (pitched) •Pitches < 8:12 Top Chord 10 0 25 Bottom Chord 5 0 0 Boors: loads are psf Dead Live Snow Joists 12 40 0 Notes apply as called out in table above. 1 Rafters of sawn lumber or wood I -joists. 5 Joists of sawn lumber or wood I -joists. Soil Data Allowable Soil Bearing 2000 psf - REVIEWED - BY CITY OF EDMONDS BUILDING DEPARTMENT SSS Number: s2005013 Project Name: 22808 Edmonds Way Owner: Kisan Enterprise, LLC Project Location: 22808 Edmonds Way Edmonds, WA Design Professional: Michel Design This space reserved for governing jurisdiction stamps BLD2021-0109 RESUB Aug 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ORIGIN DATE: 7/1/2020 REVISED: 4/6/2021 M .--i O LP) O O f'V N �I c ca s� cl') c!') cf] I 0 0 ,--i ('V 2 ADDITIONAL RIMS, U.N.O. 1 ADDITIONAL RIM, U.N.O. BFgtijpFRP O�P�e��e�� DTC RIM BOARD IS RIM BOARD ISOVEOR THOE OPENOING DRILL THRU CONTINUOUS OVER SHEARWALL WALL • . �9N THE OPENING BEAR OVER BHS FRMG AS REQD BOUNDARY NAIL ALONG BOUNDARY NAIL ALONG STUDS PER FRMG � ' LENGTH OF COLLECTOR LENGTH OF COLLECTOR HOEDOWN TppOp�� p�� Q�� COLLECTOR STRAP p�rFF �o(,51�0��v�' �,� COLLECTOR �pS P1�� ' THREADED ROD DIAPHRAGM PER 19,M�dNgj�6�j g��p��C SHEARWALL Q��.��(, 4"x4"x %" STRUCT NOTES NF�yO� G� 1�; O�p�� BEAM BRG PLATE INTERMEDIATE FRAMING ABUTTING PANEL EDGES FNGTy s SOscREWS @ 4"oc SHALLEBEAR NNHA oIERS ��o�o� OVER OPENINGS � RIM IS DISCONTINUOUS OVER OPENING RIM CONTINUOUS OVER OPENING SB STRAP TO BEAM HTB HOEDOWN ANCHOR TO BEAM DTC DIAPHRAGM TO COLLECTOR SSS Number: WBC WIND BEAM CORNER (ISOMETRIC) CTS COLLECTOR TO SHEARWALL FRH FLUSH RIM HEADER, TYP s2005013 N.T.S. SBAB N.T.S. HTBAA N.T.S. DTCA N.T.s. WgCE N.T.s. CTSBA N.T.s. FRHA Project Name: 22808 Edmonds Way BOTTOM PLATE #PSPN516 w/ FLOOR SHEATHING 8-16d NAILS INTO TOP PLATE, E.S. #PSPN58 w/ Owner: FRMG 1-8dNAILINTO Kisan Enterprise, LLC #PSPN58 PLUMBING BASE PLATE, E.S. BEAM & #CS16 �PLUMBING w/ (16)10d REQUIRED STUDS ROOF SHEATHING LOOR O O AS SHOWN #PSPN516 BEAM 2x4 WALL 2x6 WALL SWR NOTCH AS 4x & 2-2x (SAWN) Project Location: REQUIRED 3%x (GLB) (2) 2x4 (2) 2x6 � WALL FRAMING 22808 Edmonds Way DBL TOP PLATE WALL STUD, TYP WALL STUD, 3/x (MANE) � 2x12 RAFTER #CS14 COILED STRAP w/ TYP 6x & 3-2x (SAWN) � Edmonds, WA (24) 0.148 x 2 %NAILS ELEVATION VIEW TOP PLATE NOTCH BOTTOM PLATE NOTCH 5%x (GLB) (3) 2x4 (3) 2x6 CANTILEVER PLAN VIEW PLAN VIEW 5%x (MANE) BEAM 8x(SAWN) Design Professional: 6%x (GLB) (4) 2x4 (4) 2x6 2-2x12 Michel Design 2x12 RAFTER RIDGE BEAM POF PENETRATION OF FRAMING -EXTERIOR WALL � � � ST�DS 7x(MANF) FRMG N.T.S. GIRDER TRUSS (3) 2x4 (3) 2x6 PER MANUFACTURER WALL FRAMING SWR #HTS20 MIN w/ COMMON TRUSS REQUIRED TRIMMERS MIN (12) lOd x 1%" PER MANUFACTURER TO EA MEMBER KING HEADER 2x4 WALL 2x6 WALL U.N.O. #MSTC48B3 BENT STRAP w STUD HEADER 4x & 2-2x M (56) 0.148 x 3 NAILS PARTY WALL (SAWN) � O 3%x (GLB) 2x4 2x6 RTT RAFTER TO TRUSS o TOP PLATE 3%x(MANF) WALL STUD OR POST 1--1 � (4x MIN) 6x & 3-2x (SAWN) N.T.S. H cC � ADJACENT TO 2x4 CONTINUOUS � � REQD 5%x (GLB) (2) 2x6 � � PARTY WALLS TOP PLATE; NO TRIMMERS 5%x (MANE) TRUSS � COLLECTOR � � FHF FRAMING HUNG FROM FRAMING ABOVE GAP BREAK AT GAP `�' � PARTY WALL NOTE: BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM TOP PLATE J � � CONSTRUCT A -A EXTERIOR TOP PLATE END STUD SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANS d N.T.S. FH FA IS CONTINUOUS EXTERIOR WALL IGC PARTY WALLS TO ACROSS GAP #LS50 @SHEARWALLS z FIRE BLOCKING ROOF DIAPHRAGM � � EXTERIOR WALL BHS BEAM &HEADER SUPPORTS CTP COLLECTOR TO TOP PLATE PERSTRUCTNOTES PER SCHED PLAN VIEW ELEVATION VIEW - SECTION A -A �� _ � N.T.S. N.T.S. CTPC EDGE NAILS 5�� H � � EPI EXTERIOR WALL &PARTY WALL INTERSECTION ��5 � o Z N.T.S. DIAPHRAGM #H1 @ BOUNDARY SOLID #H2.5A SHEARWALLS #H2.5A @ALL O � NAILING BLKG MIN @ALL ROOF ROOF MEMBERS (8)16d EVENLY SPACED, 16d @ 16" oc WALL MEMBERS #LSTA24 w/ MIN (9) - lOd TYP U.N.O. TYP FACE NAILS BEAM U.N.O. @ p FASTENERS PER MEMBER U.N.O. DISCONTINUOUS #CS16 w/, SHEARWALLS V DIAPHRAGM WALL w/ STORY ABOVE DBL TOP PLATE (13) 8d NAILS EA END a b � POST SHEARWALL w/ TRUSS OR RAFTER BEARING � #LSTA24 w/ MIN (9) -10d ' I — — � COLLECTOR COLLECTOR FASTENERS PER MEMBER MIN2x SWR SHEARWALL ROOF CONNECTIONS � FRAMING OR OR U.N.O. I I FLOOR DIAPHRAGM CONTINUOUS RIM RIM I 4'-0" MIN � N.T.S. SWRA � WALL AT PARTY WALL BEAM COLLECTOR COLLECTOR � SPLICE #LSTA24 w/ TOP PLATE SPLICE DISCONTINUOUS DBL TOP PLATE MIN (9) - lOd x 1 %" DIAPHRAGM FASTENERS PER MEMBER DIAPHRAGM PER NAILS PER q V CSP CONTINUOUS SHEATHING AT PARTY WALL U.N.O. FLOOR DIAPHRAGM STRUCTNOTES SW SCHED WALL BASE `�'�` �"�'',�,. CONTINUOUS WALL BASE EDGE NAILS PLATE CONN �� ,� ,�, N.T.S. CSPA AT PARTY WALL TPS DOUBLE TOP PLATE SPLICE FLRRIM/BLKG PLATECONN (SW ABOVE) (SW ABOVE) �, COLLECTOR COLLECTOR WALL COMPRESSION BLOCK OR RIM OR RIM N.T.S. TPSA (OR ROOF GABLE) SOLID BLKG OR DIAPHRAGM PER COLLECTOR STRUCT NOTES � p � k� RIM/BLKG '�'� [5Y"��`�` '�'�� SPLICE OPTIONAL STRAP EDGE NAILS ''�� Li �,� t ��''� CS COLLECTOR SPLICEION SHEARWALL SHEARWALL TPS SWF SWR PROVIDE #A35 PER EDGE NAIL PROVIDE �� ' CRIPPLE STUD DOUBLE TOP PLATE BLKG @ 48"oc SW SCHED (SW BELOW) BLKG @48" oc N.T.S. CSAC w/ JOPARALLEL DOUBLE -SIDED SHEARWALLS, w/JOIST-WALL A-12 INTERIOR SHEARWALLS, & PARALLEL This space reserved for governing jurisdiction stamps EXTERIOR SHEARWALLS EXT SHEARWALLS @CANTILEVERS SHEARWALL TO FLOOR TO SHEARWALL FOR PSL &ESL, HOLES MUST BE ROUND AND ARE LIMITED TO 2" DIA. UNLESS APPROVED BY THE ENGINEER SWF SHEARWALL FL00 R CON N ECTION S WALL DO NOT MAKE PENETRATIONS OR NOTCHES HEADER HEADER MINIMUM SPACING N.T.S. SWFA IN THE SHADED AREA OF THE BEAM WITHOUT SHALL BE 2x THE PENETRATIONS IN THIS AREA DO NOT PRIOR APPROVAL OF THE ENGINEER DIAMETER OF THE REQUIRE APPROVAL FROM THE ENGINEER BLD2021-0109 LARGER HOLE WINDOW SHEATHING PER OPENING SCHED DEPTH DOOR ENI WALL R E S U B SHEATHING PER DEPTH %DEPTH O KING STUD ANCH PER Aug 06 2021 SCHED TRIMMER STUD SW SCHED CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT %DEPTH 2x SILL U.N.O. WALL FRMG PER SW SCHED ORIGIN DATE: 7/1/2020 FDN REVISED: 4/6/2021 %SPAN %SPAN %SPAN 4" x 4" IS THE MAXIMUM PENETRATION CRIPPLE STUD BASE PLATE SWB SWF r., PLAN VIEW SHEATHING PER OR HOLE THAT CAN BE ADDED TO A SHEARWALL ,� SCHED SPAN SHEARWALLS TO FOUNDATION g f'V N �I SWE SHEARWALL ELEVATION SWB SHEARWALL BASE PLATE &FOUNDATION CONNECTIONS DSW DBL SIDED SW AT ADJOINING WALLS BP BEAM PENETRATIONS, TYPICAL DETAIL �- N.T.S. DSWA N.T.S. BPAA N.T.S. DRDDD N.T.S. SWBA � �' 0 ('V FOOTING SCHEDULE CENTER UNDER CONCENTRATED LOAD U.N.O. FOOT�K' S� REII�FORCEMENT ID WIDTH LENGTH TI-QCIQVESS LONGCfUDE TRANSVERSE (Transverse) (Longitude) F2 2'-0" 2'-0" 10" 3 #4's 3 #4's LONGITUDE REINF TRANSVERSE REINF POST TO FTG FTG @WALL THICKNESS LENGTH WIDTH LONGITUDE FTG @WALL CORNER ( ) (TRANSVERSE) �/ FOOTING, TYPICAL N.T.s. FTGA �� HOEDOWN POST 32' � A.B. PER PLAN 7", MIN STEM WALL SHALL a BE 2'-0" DEEP MIN 1'-0" (2) #4 HORIZ CONY @ TOP OF WALL 12" CLC, TYP �' �" x 3" x 3" 1'-0" A36 BRG PLATE w/ DBL NUTnn (4)#4xll 8 4�� REINFORCED FOUNDATION ANCHOR RFAC A B C FRMG HORIZ J �BACKFILL \�� '� VERY �//�/�� . 2" COVER / @ VERT & DOWEL • H CONCRETE WALL DOWEL w/ • 90° HOOK EXTENDED TO TOE ' a J CONCRETE SLAB j��j��j��j��j�, • /////, CONCRETE FOOTING ///�/� I /, � ID 3" C R �� , i `CONY — "—"'— 1 �- I I I C I I l i l lII I I-BRGSOIL_I I I —III —I' J DRAINAGE PER CODE FOUNDATION WALL -CANTILEVER SCHEDULE ACI 318-14 FWCB 45 2000 0 S DIMENSIONS ID H A B C D (FT -IN) (IN) (IN) (IN) (IN) 4 4-0 12 8 8 10 5 5-0 20 8 8 10 6 6-0 28 8 8 10 REINFORCEMENT *i ID DOWEL *2 LAP (IN) VERT *2 HORIZ CONY 4 #4 @ 10 32 #4 @ 10 #4 @ 12 #4 @ 10 5 #4 @ 10 32 #4 @ 10 #4 @ 12 #4 @ 10 6 #4 @ 6 32 #4 @ 12 #4 @ 12 #4 @ 10 *NOTES: 1 Clear cover requirements (3" to soil, 2" to forms in all other locations) 2 DOWEL and VERT may be the same piece provided the size and spacing of the DOWEL is used N.T.s. FWCB 2x6 STUC VAPOR BARRIER SLAB iD19 LL PLATE o - 3"CLR 12 MIN � (2)#4 CONY CONCRETE -1141=III-III=III= 1=III=III I =III=III=11 FOUNDATION o a — — — — — — — a WIDTH BRG SOIL HP HOEDOWN POST TSF THICKENED SLAB FOOTING N.T.S. N.T.S. TSFA MSTC STRAP I STRAP MAY BE LOCATED ON INSIDE MSTC STRAP -(A) B � (3)2x STUDS U.N.O. I STHD14 STHD14- A HDN HOEDOWNS N.T.S. 4/6 2� I IVIVF MST STRAPS 6x6 MIN HTTSKT HTTSKT- A MST STRAP- A 6x6 HDU11- A HP � �„ � #HD19� s I 3'-" _ _ 2 2x6 6x6 2$' � RFA U,N,O, HD19- A GR BEAM �....�*.�.... � REINF MATCH HORIZ �o STD 90° HOOK INTO REINF INTERSECTING GR BEAM 1'-6'� CORNER BAR @ALL OUTER REINF • REINF • WALLS STD 90° HOOK INT MATCH HORIZ � \ INTERSECTING GR BEAM REINF ;--� ALTERNATE EA BAR 1'-6�� CORNER BAR @ALL OUTER REINF REINFORCEMENT AT INTERSECTIONS N.T.S. PLINTH 8"MIN 18" MAX 2" MIN FINISH GR / \\\\// (2) #4 @ w/ STD 18" HOOK IN FTG MIN 48" MAX FfG 3" CLR IIII�SOIL PEDESTAL ON ISOLATED FOOTING N.T.S. DBL 2x STUD EDGE NAILING HOEDOWN EMBEDDED STRAP STUDS PER HOEDOWN SCHED EDGE NAILING 2x STUD SW SHEATHING STRAP SHO AROUND CORNER HOEDOWN AT CORNER PIFA HDNA U N.T.s. HOCA HOEDOWN HOEDOWN ANCHOR e ANCHOR e EMBEDDED STRAP I // e � // // EMBEDDED STRAP FOUNDATION WALL � � / — I/ / MINIMUM STEM HEIGHT I i\ REQUIRED TO ACCOMMODATE I I � ANCHORAGE PER HOEDOWN SCHEDULE FOOTING � I DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOEDOWN L — — — EMBEDMENTS INTO WALL MHE MINIMUM HOEDOWN EMBEDMENT N.T.s. MHE P.T. SILL PLATE #4 CONY w/in & A.B. TOP 12" OF WALL CONC STEM WALL 8" U.N.O, CTRD ON FTG, U,N,O. FINISH GRADE 4 -6 MAX #4 @ 48"oc 16" MIN VERY #4 @ 48"oc 2'-0" DOWELS w/ MAX #4 AT BTM 14" EXTENSION BETWEEN CONC SLAB INTO WALL &STD GRADES 18° ON GRADE � HOOK IN FTG 1 MIN CONC FTG�;��\' �J-� �� 16" x 8" w/ �, 3 CLR (2) #4 CONY, ' I ��}��— I=1 u.N,o, -I I I, � �I I I_ NOTES: -CENTER VERTS AND DOWELS IN STEM WALL -DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOEDOWN EMBEDMENTS FWS FOUNDATION WALL -STEM N.T.s. FWSC (2)#4 CONY P.T. SILL PLATE @ TOP OF WALL & A.B. CONC STEM WALL 8 U.N.O. CTRD ON FTG, U.N.O. #4 @ 16"oc VERY /� /� 4'-6" MAX /// #4 @ 16"oc 2'-0" 30" MIN #4 CONY DOWELS w/ MAX @ 10" oc HORIZ 14" EXTENSION BETWEEN CONC SLAB INTO WALL &STD GRADES 18" ON GRADE HOOK IN FTG MIN (2)#4 CONY @BTM OF WALL CONC FTG'��! •�� 16" x 8" w/ ��' 3" CLR (3) #4 CONY, ! � — � �— I I=1 u.N,o, �I--I Ih-�--I �I I I„II I1- NOTES: -CENTER VERTS AND DOWELS IN STEM WALL -DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOEDOWN EMBEDMENTS -DEEPEN EXCAVATION TO PROVIDE MINIMUM FOOTING DEPTH FWX � FOUNDATION WALL -STEM N.T.s. FWX SSS Number: s2005013 Project Name: 22808 Edmonds Way Owner: Kisan Enterprise, LLC Project Location: 22808 Edmonds Way Edmonds, WA Design Professional: Michel Design This space reserved for governing jurisdiction stamps BLD2021-0109 RESUB Aug 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ORIGIN DATE: 7/1/2020 REVISED: 4/6/2021 EDGE DRILL ZONE MIDDLE% OF PANEL THICKNESS HOLES • MAX. THREE HOLES IN FACE AND THREE IN EDGE, • %"-DIAMETER HOLES, MAX. • 6" O,C., MIN, NO EDGE HOLES ALLOWED IN LOWER 26" OF PANEL NO HOLES ALLOWED IN TOP 8" OF PANEL MAINTAIN i%" MIN, EDGE DISTANCE FROM CHASE AND OUTSIDE EDGE, TYPICAL. NO FACE HOLES ALLOWED IN LOWER 40" OF PANEL ALLOWABLE SMALL HOLES FACE AND EDGE DRILL ZONES NO HOLES ALLOWED IN TOP 8" OF PANEL FACE DRILL ZONE CENTER4%"OF PANEL FACE AS SHOWN 12" ABOVE EXISTING HOLE, MIN. 16" HOLES • 4 s"-DIA. HOLES, MAX. 24%" • MAX. OF TWO 4%"-DIA. HOLES OR ONE 4%" x 12" HOLE. • NO MINIMUM ON -CENTER SPACING REQUIRED, ALLOWABLE LARGE HOLES IN ADDITION TO ALLOWABLE SMALL HOLES NOTES: 1, FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT, MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 74'/z". 2. ALL PANELS COME WITH TWO PRE -ATTACHED HOEDOWNS, TWO STANDARD HEX NUTS, TWO STRUCTURAL WASHERS, TWO #WSW -TOW PLATES AND INSTALLATION INSTRUCTIONS. 3. ALL PANELS ARE 3'/z"THICK. TRIM ZONE AND ALLOWABLE HOLES N.T.S. 8" MIN STEM WALL PER DETAIL FWX • INSET STRONGWALL TEMPLATE 2" 2" MIN COVER (2) #4 HOOKS @ 6" APART CENTERED AT EACH STRONGWALL ANCHOR LOCATION I (TOTAL OF 4 PER STRONGWALL) 2"MIN COVER EA SIDE OF ANCHOR REINFORCEMENT 2'-4" MIN 3" LD• 10" MIN 3"COVER FTG THICKNESS 6" MIN EXTENSION (TYP) 24" FTG WIDTH U.N.O. SWAR � STRONG WALL ANCHOR REINFORCEMENT N.T.S. DO NOT INSTALL WSW w/o TEMPLATE STRONG WALL DESIGN NOTES 1. STRONG -WALL WOOD SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG -TIE COMPANY INC."HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 TEE: (800) 999-5099, FAX: (925) 847-1597, "SIMPSON STRONG -TIE COMPANY INC." IS AN ISO 9001-2008 REGISTERED COMPANY, 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. 3, THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE, DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER. 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. 5, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC, PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG -WALL SB SYSTEM, IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. 6, INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS, THE PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE DESIGNER, 7. SIMPSON STRONG -TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE. 9, SEE ICC-ES ESR-2652 OR CITY OF LOS ANGELES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION, 1" MIN. — � FROM EDGE -- - --� • • %" MIN. AT EDGE � � I I z" MIN. #SDS TIP TO CHASE �! !� I I INSTALL #SDS%" x 6" SCR"'- ---"" THE TOP PER THE SCREW P{ FULL -HEIGHT ADJACE FRAMING, E.S. #W� i%" MIN. ROW SPACING • • QTY OF #SDS SCREWS REQUIRED 12" WIDE #WSW 8 ls" WIDE #WSW to 24" WIDE *WSW 14 1%" O,C, MIN. PLAN VIEW SCREW PATTERN 1" TO 4"SHIM BLOCK ATTACH #WSW -TOW PLATES (PROVIDED) TO FRAMING AND #WSW PANEL BOTH SIDES USING 0.148 x 2%" NAILS MIN. ALIGN #WSW -TOW NOTCHES WITH BOTTOM OF TOP PLATES TOP PLATES OR BEAM %" MAXIMUM WOOD SHIM, ` FOR SHIMS GREATER THAN %", ° SEE DET SWH ° � ° ° � ° • WOOD FURRING BLOCK--�---- — • • 3"MIN, � I 1IM BLOCK 2"MIN � • � • #WSW PER PLAN � I 2" I MIN. I I �� MIN. #SDS%" x 3%" SECTION 6x FRAMING ATTACH DOUGLAS FIR WOOD FURRING BLOCK BETWEEN #WSW PANEL AND #WSW -TOW WITH (14) #SDS%" x 3%" SCREWS OR (14) 0.162 x 3%" NAILS. MINIMUM BLOCK SIZE IS 1%" x 11%" x #WSW PANEL WIDTH, SWH � STRONG WALL HEIGHT ADJUSTMENTS N.T.S. RONGWALL LATE 2" DESIGN NOTE WSW DESIGNED TO PROVIDE %" GAP BETWEEN LSL AT BASE OF WSW AND CONCRETE. ENSURE CONCRETE IS LEVEL AND SMOOTH BENEATH PANEL. GRIND OR FILL AS NECESSARY, THE STRONGWALL PANEL MUST BE INSET 2" FROM THE OUTSIDE FACE OF THE CONCRETE STEM. SWT � STRONG WALL TOP CONNECTION N.T.S. #WSW STRONG WALL INSTALLED ON ANCHOR BOLTS PER MANUFACTURER'S RECOMENDATIONS (2) ASTM A449 HIGH STRENGTH ANCHOR BOLTS (0 PER TABLE) HEX NUT AND STRUCTURAL WASHER � i%"COVER 1'-4" MIN OVERLAP OF ANCHOR REINFORCING 10"x 24" MIN FOOTING PER DETAIL SWAR PLACE WSW12x8 OVER THE ANCHOR BOLTS AND SECURE WITH WASHER AND HEX NUTS (PROVIDED). SNUG TIGHT FIT REQUIRED; DO NOT USE AN IMPACT WRENCH. USE 1%" WRENCH FOR 1" NUT (2) PAIRS OF #3 HAIRPINS @ 4%" oc PER HAIRPIN PLAN 3" MIN EDGE DISTANCE TO END OF CONCRETE STEM WALL EACH #WSW ANCHOR INSTALLED BETWEEN A PAIR OF ANCHOR REINFORCEMENT HOOKS 8" MIN STEMWALL PER DETAIL FWX SWFC � STRONG WALL FOUNDATION CONNECTION N.T.S. ASTM A449 ANCHOR BOLT 4 REQUIRED 12" WIDE #WSW %" 18" WIDE #WSW %" 24" WIDE #WSW 1" MINIMUM EXTENSION OF ANCHOR SPACING + 2" FIELD TIE AND SECURE HAIRPINS DURRING CONCRETEPLACEMENT HAIRPIN PLAN DIAMETER � LENGTH 1 36 HS 2� HS ON HIGH STRENGTH MODELS 0 HEAVY HEX NUT LENGTH FIXED IN PLACE ON ALL WSW -AB ANCHOR BOLTS le =- _= HEAVY HEX NUT _- PLATE WASHER a HEAVY HEX NUT WSW MODEL NO. DIAMETER LENGTH le PANEL MODEL WSW12 WSW-AB%x30 %" 30" 26" FROM SIMPSON "https://embed.widencdn.net/pdf/plus/ssttoolbox/zi9rub5hpl/WSWi,pdf" SWAB STRONG WALL ANCHOR BOLT N.T.S. SSS Number: s2005013 Project Name: 22808 Edmonds Way Owner: Kisan Enterprise, LLC Project Location: 22808 Edmonds Way Edmonds, WA Design Professional: Michel Design This space reserved for governing jurisdiction stamps BLD2021-0109 RESUB Aug 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ORIGIN DATE: 7/1/2020 REVISED: 4/6/2021 S2.3 M SYMBOL LEGEND SLEXP #HOEDOWN MODEL HOEDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOEDOWN SCHEDULE. — — CONCRETE WALL AND CONTINUOUS FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FWS. � � F2 SPREAD FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FTG. L — J 1/4�� = 1�-O�� DO NOT SCALE -VERIFY ALL DIMENSIONS WITH ARCHITECTURAL SHEETS PRIOR TO CONSTRUCTION SSS Number: s2005013 Project Name: 22808 Edmonds Way Owner: Kisan Enterprise, LLC Project Location: 22808 Edmonds Way Edmonds, WA Design Professional: Michel Design This space reserved for governing jurisdiction stamps BLD2021-0109 RESUB Aug 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ORIGIN DATE: 7/1/2020 REVISED: 4/6/2021 M .--i O LP) O O f'V N cn I c ca cn cn cn I 0 0 ,--� ('V SYMBOL LEGEND SLEXP #HOEDOWN MODEL HOEDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOEDOWN SCHEDULE. — — CONCRETE WALL AND CONTINUOUS FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FWS. � � F2 SPREAD FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FTG. L J FOUNDATION PLAN 1/4�� = 1�-O�� DO NOT SCALE -VERIFY ALL DIMENSIONS WITH ARCHITECTURAL SHEETS PRIOR TO CONSTRUCTION SSS Number: s2005013 Project Name: 22808 Edmonds Way Owner: Kisan Enterprise, LLC Project Location: 22808 Edmonds Way Edmonds, WA Design Professional: Michel Design This space reserved for governing jurisdiction stamps BLD2021-0109 RESUB Aug 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ORIGIN DATE: 7/1/2020 REVISED: 4/6/2021 M .--i O LP) O O f'V �I c ca cn cn cn I 0 0 ,--� ('V SYM 60 L LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PRO]ECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. #HOEDOWN MODEL HOEDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOEDOWN SCHEDULE. POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS for posts not indicated on the plans. INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL FRAMING &BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 2-2x6 at dropped condition u.n.o. Flush headers (FRH) reference detail FRH for installation of the flush rim header. .I. .I. 1St rLUUK PubHKVVHLL� � rKHI�IlIVI] HtiUVt 1/4�� = 1�-O�� DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS SSS Number: s2005013 Project Name: 22808 Edmonds Way Owner: Kisan Enterprise, LLC Project Location: 22808 Edmonds Way Edmonds, WA Design Professional: Michel Design This space reserved for governing jurisdiction stamps BLD2021-0109 RESUB Aug 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ORIGIN DATE: 7/1/2020 REVISED: 4/6/2021 M .--i O LP) O O f'V N �,I I 0 0 ,--� ('V SYM 60 L LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PRO]ECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. #HOEDOWN MODEL HOEDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOEDOWN SCHEDULE. POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS for posts not indicated on the plans. INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL FRAMING &BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 2-2x6 at dropped condition u.n.o. Flush headers (FRH) reference detail FRH for installation of the flush rim header. .I. .I. I I 15L rLUUK PubHKVVHLLJ lSl rKHI�IlIVI] HCSUVt DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS O SSS Number: s2005013 Project Name: 22808 Edmonds Way Owner: Kisan Enterprise, LLC Project Location: 22808 Edmonds Way Edmonds, WA Design Professional: Michel Design This space reserved for governing jurisdiction stamps BLD2021-0109 RESUB Aug 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ORIGIN DATE: 7/1/2020 REVISED: 4/6/2021 M .--i O LP) O O f'V N �' I 0 0 ,--� ('V SYM 60 L LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PRO]ECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. #HOEDOWN MODEL HOEDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOEDOWN SCHEDULE. POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS for posts not indicated on the plans. INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL FRAMING &BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 2-2x6 at dropped condition u.n.o. Flush headers (FRH) reference detail FRH for installation of the flush rim header. LfIU rLVVK JnCHKVVHLLJ bl rKHI"IlIVI] H[3VVC 1/4�� = 1�-O�� DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS SSS Number: s2005013 Project Name: 22808 Edmonds Way Owner: Kisan Enterprise, LLC Project Location: 22808 Edmonds Way Edmonds, WA Design Professional: Michel Design This space reserved for governing jurisdiction stamps BLD2021-0109 RESUB Aug 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ORIGIN DATE: 7/1/2020 REVISED: 4/6/2021 M .--i O LP) O O f'V NI cn cn cn I 0 0 ,--� ('V SYM 60 L LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PRO]ECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. #HOEDOWN MODEL HOEDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOEDOWN SCHEDULE. POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS for posts not indicated on the plans. INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL FRAMING &BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 2-2x6 at dropped condition u.n.o. Flush headers (FRH) reference detail FRH for installation of the flush rim header. JAL U HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan. SSS Number: s2005013 Project Name: 22808 Edmonds Way Owner: Kisan Enterprise, LLC Project Location: 22808 Edmonds Way Edmonds, WA Design Professional: Michel Design This space reserved for governing jurisdiction stamps BLD2021-0109 RESUB Aug 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ORIGIN DATE: 7/1/2020 REVISED: 4/6/2021 M .--i O LP) O O f'V N cn I c ca s� cl') c!') cf] I 0 0 ,--i ('V SYM 60 L LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PRO]ECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. #HOEDOWN MODEL HOEDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOEDOWN SCHEDULE. POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS for posts not indicated on the plans. INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL FRAMING &BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 2-2x6 at dropped condition u.n.o. Flush headers (FRH) reference detail FRH for installation of the flush rim header. I�I �� DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS SSS Number: s2005013 Project Name: 22808 Edmonds Way Owner: Kisan Enterprise, LLC Project Location: 22808 Edmonds Way Edmonds, WA Design Professional: Michel Design This space reserved for governing jurisdiction stamps BLD2021-0109 RESUB Aug 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ORIGIN DATE: 7/1/2020 REVISED: 4/6/2021 M .--i O LP) O O f'V N cn I c ca cn cn cn I 0 0 ,--� ('V SYM 60 L LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PRO]ECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. #HOEDOWN MODEL HOEDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOEDOWN SCHEDULE. POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS for posts not indicated on the plans. INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL FRAMING &BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. BEAM or HEADER Represents the Incatinn of a heam nr header_ Sues are indicated nn the elan_ C;rades are 3rd FLOOR SHEARWALLS &FRAMING ABOVE DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS f SSS Number: s2005013 Project Name: 22808 Edmonds Way Owner: Kisan Enterprise, LLC Project Location: 22808 Edmonds Way Edmonds, WA Design Professional: Michel Design This space reserved for governing jurisdiction stamps BLD2021-0109 RESUB Aug 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ORIGIN DATE: 7/1/2020 REVISED: 4/6/2021 M .--i O LP) O O f'V �I c ca cn cn cn I 0 0 ,--� ('V