The URL can be used to link to this page

REV1 APPROVED BLD BLD2021-0109+Structural_Plan+2.14.2022_12.12.49_PM+2678967SHEARWALL SCHEDULE SW EXP GENERAL STRUCTURAL NOTES continued GENERAL STRUCTURAL NOTES PLAN INSTRUCTIONS 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'/2"0 sill bolts use 7-10dx1l/2" nails (minimum nailing) and when replacing 5/8"0 sill bolts use 9-10dx1'/2" 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 &WALL WALL 4 5 OUT 5/8"0 @ 60"oc or *A35 @ *H1 @ 16d @ 10"oc A 1/2 "0 @ 60"oc 48"oc 3a 24"oc 4a 5/8"0 @ 60"oc or *A35 @ *LS50 @ 16d @ 6"oc 1/2 "0 @ 40"oC 24"oc 36"oc 4b 5/8"0 @ 40"oc or *A35 @ *LS50 @ 16d @ 4"oc C 1/2 "0 @ 24"oc 16 oc 24 oc 4b 5/8"0 @ 32"oc or *A35 @ *LS50 @ 16d @ 3"oc D 1/2"0 @ 24"oc 8 16"oc 16"oc 4b 5/8"0 @ 24"oc or *A35 @ *LS50 @ 16d @ 2"oc C G 7/2"0 @ 16"oc 8 12"oc 12"oc 4b 5/8"0 @ 12"oc or *A35 @ *LS50 @ 2-16d @ 2"oc to 4x C r 1/2"0 @ 8"oc 8 6"oc 8"oc 4c rim/blkg HOLDOWN SCHEDULE I/ 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 22 7116" both sides 6, 7 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 HDN for installation. HOLDOWN / STRAP FASTENERS 5 FOUNDATION COMMENTS 1, 2, 4, 6 ANCHOR 1, 3, 4, 6 *STHD14/14RJ 30-16d sinker N/A *HTT5KT 26 - #SD #10x21/2 #SB5/8"x24 *HDU11-SDS2.5 30 - #SDS'/4x2'/2 1"� T.R. 6x6 Min Post, See detail RFA *HD19 5 - 1"� Bolts 1-1/4" � T.R. 6x6 Min Post, See detail RFA *CS16 22-10d N/A 13" Min End Length, See detail CSH *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 APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE = The following documentation shall be available on ' site for the building inspector: ■ ; ; ❑X COE APPROVED ARCHITECTURAL PLAN SET ' ❑ COE APPROVED STRUCTURAL PLAN SET ' ❑ COE REVIEWED CALCULATION PACKET ❑ ENERGY CREDIT WORKSHEET ' ❑ SITE PLAN ; ■ ❑ CIVIL PLAN ■❑ ■ ❑ ■ ; ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 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. ROOF -TOP 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 10d @ 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 CONNECTIONS 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. HOLDOWNS See the HOLDOWN SCHEDULE. See applicable detail(s): HDN HOC POST CAPS Provide a post cap on isolated columns that most nearly matches the actual member size(s) 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. JOBSITE 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 I WARNING N.T.S. 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. INSPECTIONS 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"4.229" 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 lb 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 FOOTING 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. CONNECTORS 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, RA FTERS, 70LST 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 nar (psi) Fc nern (psi) Fv(psi) 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 a le at least 1 1/2" from end. Connect 1 1 4 LSL rim to I -joists with one lOd 0.131 x 3 nail into top and bottom flange. Full -depth blocking between joists over shearwalls shall be 1 1/4 min LSL. 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 party walls intersect exterior walls. See applicable detail(s): EPI BEAM PENETRATIONS 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 THIS IS INTENDED TO DRAW ATTENTION TO FREQUENTLY EXPERIENCED DIFFICULTIES IN CONSTRUCTION: • LONG LEAD ITEMS • DIFFICULT FIELD RETROFITS • LIMITED OPTIONS FOR RETROFITS WNG 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 ABREVIATIONS 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 CONTA CT US IMMEDIA TEL Y.l 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 0. 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 BRIG BEARING FUR FLOOR STRUCT STRUCTURAL BTWN BETWEEN FRMG FRAMING SW SHEARWALL CLR CLEAR FTG FOOTING THRU THROUGH CLTR COLLECTOR G.T. GIRDER TRUSS TYP TYPICAL CONIC 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 DIET DETAIL o/ OVER W.W.F. WELDED WIRE FABRIC E. E. EACH END oc ON CENTER DESIGN CRITERIA Governing Code 15 IBC Risk Category H Wind Design Data Basic Wind Speed (3 sec gust) mph 110 Surface Roughness B Wind Exposure Category B Earthquake Design Data Seismic Importance Factor, Ie 1.00 Site Classification D Short Period Acceleration, S, 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, Kt 1.00 Wind Importance Factor, I 1.00 Seismic Force Resisting System ITable 12.2-1: A-15 2010 Equiv. Lateral Force Procedure Response Modification Factor, R 6.5 Transverse 6.5 Longitudinal Seismic Response Coefficient, C, 0.130 Transverse 0.130 Longitudinal Seismic Base Shear, V 1 37255 Ibs Roofs: loads are psf Dead Live Snow Rafters' -Pitches < 8:12 15 0 25 Trusses (pitched) -Pitches < 8:12 Top Chord 10 0 25 Bottom Chord 5 0 0 Floors: loads are psf Dead Live S now Joists5 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 I 2000 psf SSS Number: s2005013 Project Name: 22808 Edmonds Way Owner: Kisan Enterprise, LLC Project Location: 22808 Edmonds Way Edmonds, WA Design Professional: Michel Design M [on f V Q � O H 0 J p w Ln [.e) f V 4J w a� O H 0) can V) p z w V7 E O U O C N U) U) r) O Or This space reserved for governing jurisdiction stamps REVISION Feb 14 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0109 ORIGIN DATE: 7/1/2020 REVISED: 1/12/2022 S1 O Ln O O N N �I c Lf) L10 C/] I 0 0 N DIAPHRAGM COLLECTOR 2 ADDITIONAL RIMS, U.N.O. 1 ADDITIONAL RIM, U.N.O. RIM BOARD IS NOT CONTINUOUS Mp OVER THE OPENING RIM BOARD IS • Fq Q�� SHEARWALL , • DRILL THRU WALL �Rp�N 0� COLLECTOR MIN (gj4 00Rd#CS16 wl CONTINUOUS OPEOVER NING FRMG AS REQD BEAR OVER BHS BOUNDARY NAIL ALONG BOUNDARY NAIL ALONG FASTENERS PER MEMBER STUDS PER FRMG LENGTH OF COLLECTOR LENGTH OF COLLECTOR U.N.O. COMPRESSION HOLDOWN Op B( Q i T p0U F BLOCK TYP (2) / x 6 #SDS STRAP COLLECTOR �TFCSl ��G� �� SCREWS DOUBLE TOP DIAPHRAGM PER ly„ 60', sr6�d��0�`�� PLATE TOCLTR THREADED ROD 4 x4 x / STRUCT NOTES MI�yF�or�yG� 1°� �� WALL ODD�OQ�� 3 INTERMEDIATE FRAMING ABUTTING PANEL EDGES a BEAM BRIG PLATE �NGTH CS3 COLLECTOR SPLICE AT PARTY WALL SHALLEBEAROINNHANOGIERS ��N0�0� N.T.S. OVER OPENINGS � RIM CONTINUOUS OVER OPENING RIM IS DISCONTINUOUS OVER OPENING 7SBSTRAP TO BEAM HTB HOEDOWN ANCHOR TO BEAM DTC DIAPHRAGM TO COLLECTOR SSS Number: N.T.S. SBAB�_J N.T.S. HTBAA N.T.S. DTCA WBCJ WIND BEAM CORNER (ISOMETRIC) FRH FLUSH RIM HEADER, TYP s2005013 N.T.S. WBCE DTc N.T.S. FRHA Project Name: 22808 Edmonds Way #PSPN51w/ DIAPHRAGM EDGE NAILING I BOTTOM PLATE 8-16tl NAILS INTO COLLECTOR Owner: FLOOR SHEATHING #PSPN58 w/ TOP PLATE, E.S. FRMG 1-8d NAIL INTO ROOF SHEATHING #PSPN58 PLUMBING BASE PLATE, E.S. BEAM & #CS16 CONTINUOUS DOWN Kisan Enterprise, LLC PLUMBING w/ (16)10d REQUIRED STUDS SHEARWALL FLOOR C r AS SHOWN TO GIRDER TRUSS *PSPN516 BEAM 2x4 WALL 2x6 WALL1„0 x 6„WALL FRAMING NOTCH AS4x & 2-2x (SAWN) SDS SCREWS @ 4"oc Gf6 2x12 RAFTER Project Location: REQUIRED 3%x (GLB) (2) 2x4 (2) 2x622808 Edmonds Way I DBL TOP PLATE WALL STUD, TYPWALL STUD, 3/x (MANF) HIP TRUSSES BEYOND Edmonds, WA *CS14 COILED STRAP w/ TYP 6x & 3-2x (SAWN) (24) 0.148 x 2% NAILS ELEVATION VIEW TOP PLATE NOTCH BOTTOM PLATE NOTCH 5%x (GLB) (3) 2x4 (3) 2x6 CTS COLLECTOR TO SHEARWALL CANTILEVER 54x (MANF) 2x12 RAFTER BEAM PLAN VIEW PLAN VIEW N.T.S. CTSBA Design Professional: 8x (SAWN) 6 4x (GLB) (4) 2x4 (4) 2x6 2x FULL HEIGHT BLOCK Michel Design FRO_F PENETRATION OF FRAMING - EXTERIOR WALL REQD 7x(MANF) GIRDER TRUSS w/ 0.148 x 3" NAILS @ N.T.S. WALL FRAMING SWR FRMG STUDS GIRDER TRUSS (3) 2x4 (3) 2x6 6 oc INTO BTM CHORD PER MANUFACTURER (MIN 2-PLY) # TO EAA MEMMBB N (12S20 ER MIN w/ COMMON TRUSS *LUS HANGERS SIZED FOR REQUIRED TRIMMERS MIN x 1%" PER MANUFACTURER BOTTOM CHORD OF TRUSS MEMBER *MSTC48B3 BENT STRAP w/ KING HEADER 2x4 WALL 2x6 WALL U.N.O. (56) 0.148 x 3 NAILS STUD HEADER 4x & 2-2x (SAWN) M PARTY WALL Lon f VRTT RAFTER TO TRUSS o 3%x (GLB) 2x4 2x6 TOP PLATE 3%x (MANF) '-� WALL STUD OR POST HA t 0 (4x MIN) 6x & 3-2x (SAWN) N.T.S. ~ ADJACENT TO 2x4 CONTINUOUS REQD 5%x (GLB) (2) 2x6 PARTY WALLS TOP PLATE; NO ` TRIMMERS 5%x (MANF) TRUSS COLLECTOR w Ln FHF FRAMING HUNG FROM FRAMING ABOVE GAP PARTY WALL BREAK AT GAP NOTE: BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM TOP PLATE W A.A EXTERIOR TOP PLATE J . i N.T.S. FH FA CONSTRUCT IS CONTINUOUS END STUD SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANS PARTY WALLS TO EXTERIOR WALL #LS50 @SHEARWALLS z ACROSS GAP FIRE BLOCKING ROOF DIAPHRAGM = E EXTERIOR WALL BHSJ BEAM & HEADER SUPPORTS CTP COLLECTOR TO TOP PLATE PER STRUCT NOTES PER SCHED V O PLAN VIEW ELEVATION VIEW - SECTION A -A ��C`�� = H a) N.T.S. N.T.S. CTPC EDGE NAILS 5�� EPIJ EXTERIOR WALL & PARTY WALL INTERSECTION ��5 V) N.T.S. Z Z COMPRESSION BLOCK"_JSOLID #H2.5A MIN #H1 @ #H2.5A @ BLKG @ ALL ROOF SHEARWALLS ALL ROOF O w toel STRAP (8)16d EVENLY SPACED, 16d @ 16" oc WALL MEMBERS MEMBERSU.N.O. @ COLLECTOR #LSTA24 w/ MIN (9) -10d (2) BAYS 4x4 BLKG w/ FASTEN BRACE TO 4x4 BLKG w/ (6) 0.148 x 3" NAILS TYP U.N.O. TYP FACE NAILS BEAM SHEARWALLS p FASTENERS PER MEMBER DISCONTINUOUS U �/1I00/1��l�1�100/ l� l/1l�/000/1/l U.N.O. 0.148 x 3 NAILS @ 4 oc #CS16 w/, DIAPHRAGM DBL TOP PLATE (13) 8d NAILS EA END a b N WALL COLLECTOR 2x6 BRACE I � POST SHEARWALL w/ TRUSS OR RAFTER BEARING _ U) � I COLLECTOR COLLECTOR \ MIN 2x SWR SHEARWALL ROOF CONNECTIONS x LR OR ' I RIM 4'-0" MIN I N.T.S. SWRA BEAM SPLICE #LSTA24 w/ GIRDER TOP PLATE SPLICE DISCONTINUOUS DBL TOP PLATE MIN (9) -10d x 1 %" TRUSS CSZ COLLECTOR SPLICE DIAPHRAGM FASTENERS PER MEMBER DIAPHRAGM PER NAILS PER k? U.N.O. STRUCT NOTES SW SCHED WALL BASE 4`',oF *CS16 w/ (10) 0.148 x 2% WALL BASE EDGE NAILS PLATE CONN , N.T.S. CSAC NAILS @ EA END TPS DOUBLE TOP PLATE SPLICE FLR RIM/BLKG PLATE CONN (SW ABOVE) (SW ABOVE) COLLECTOR COLLECTOR J T OR RIM OR RIMx x �_J (OR ROOF GABLE) SOLID BLKG OR DIAPHRAGM PER #A34 TO BTM CHORD OF G.T. SPLICE N.T.S. TPSA COLLECTOR STRUCT NOTES OPTIONAL STRAP LOCATION RIM/BLKG sY` ,fil EDGE NAILS �'�,. ONA� EXTENT OF EXTENT OF #A35 PER EDGE NAIL �� ►�� CS COLLECTOR SPLICE GTB GIRDER TRUSS BRACE SHEARWALL SHEARWALL TPS SWF SWR PROVIDE PROVIDE II i SW SCHED SW BELOW) CRIPPLE STUD DOUBLE TOP PLATE BLKG @ 48 oc ( BLKG @48 oc N.T.S. CSACL N.T.S. w/ J�PARALLE� DOUBLE -SIDED SHEARWALLS, PARALLEL This This space reserved for A-12_J INTERIOR SHEARWALLS, & 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 FLOOR CONNECTIONS MINIMUM SPACING WALL DO NOT MAKE PENETRATIONS OR NOTCHES HEADER HEADER REVISION IN THE SHADED AREA OF THE BEAM WITHOUT SHALL BE 2x THE PENETRATIONS IN THIS AREA DO NOT N.T.S. SWFA Feb 14 2022 PRIOR APPROVAL OF THE ENGINEER DIAMETER OF THE REQUIRE APPROVAL FROM THE ENGINEER . CITY OF EDMONDS LARGER HOLE WINDOW DEVELOPMENT SERVICES SHEATHING PER OPENING DEPARTMENT SCHED DEPTH DOOR ENI WALL ANCH PER BLD2021-0109 SHEATHING PER DEPTH % DEPTH O SCHED KING STUD SW SCHED TRIMMER STUD V3 DEPTH 2x SILL U.N.O. WALL FRMG PER SW SCHED ORIGIN DATE: 7/1/2020 FDN "IV REVISED: 1/12/2022 SPAN % SPAN % SPAN 4" x 4" IS THE MAXIMUM PENETRATION CRIPPLE STUD BASE PLATE SWB SWF �, PLAN VIEW SHEATHING PER OR HOLE THAT CAN BE ADDED TO A SHEARWALL Ln o SCHED SPAN SHEARWALLS TO FOUNDATION a N N �I Ln DSW DBL SIDED SW AT ADJOINING WALLS BP BEAM PENETRATIONS, TYPICAL DETAIL SWE SHEARWALL ELEVATION SWB SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS N.T.S. DSWA N.T.S. BPAA N.T.s. DRDDD N.T.s. SWBA N f 1" GAP WALL BASE PLATE NAILS 1" GAP WALL BASE PLATE NAILS SHEARWALL ABOVE DIAPHRAGM NAILING (TYP) DIAPHRAGM NAILING SHEARWALL ABOVE DIAPHRAGM NAILING DIAPHRAGM 4 x 6 #SDS SCREW @ 16" oc ROOF DIAPHRAGM DIAPHRAGM DOUBLE TOP PLATE TO 4x 4 x 6 #SDS SCREW @ 16" oc 4 x 6 #SDS SCREW @ 16" oc BLKG AT SHEARWALL RIM JOIST TO DOUBLE TOP RIM JOIST TO DOUBLE TOP JOIST PLATE AT SHEARWALL JOIST PLATE AT SHEARWALL TRUSS #A35 PER SW #A35 PER SW JOIST #A35 PER SW JOIST SCHEDULE TRUSS SCHEDULE SCHEDULE NAIL SHEATHING TO #A35 @ 48" oc 40 BLKG w/ 0.148 x 3" 2- 2x RIM/SOLID BLOCK 2- 2x RIM/SOLID BLOCK NAILS @ 6 oc 1" OSB BLOCK IN PARTY WALL GAP SHEARWALL SHEARWALL SHEARWALL SHEATHING SHEATHING SHEATHING STEP LESS THAN 12" 12" DIAPHRAGM STEP PWR PARTY WALL SHEARWALL @ROOF NTS 12" MIN 48" MIN l#CS16 TO BEAM & BLOCKING BEAM OR TOP CHORD OF TRUSS 2X FLAT BLKG GIRDER TRUSS TOP CHORDS CSB COLLECTOR SPLICE TO BLOCKING N.T.S. NAILS @ EDGE SPACING CONT, TYP SHEATHING, TYP #DTC @ % THE ROOF -TO -WALL CONN CONT 2x STRUT #A35 SPACING (LEAVE A 4" GAP WHEN 16d PER = TRUSS IS LOCATED SW SCHED DIRECTLY WALL-TO-FLR ¢ ABOVE SHEARWALL) Q CONN 16d PER SW SCHED SHEARWALL, TYP WALL TO FLR CONN Z INTERIOR SHEARWALL TO ROOF N.T.S. ISRA PROVIDE (1) STUD PER STRAP, TYP j— % SPECIFIED NAILS PER EACH END LENGTH, TYP END LENGTH DIAPHRAGM PER STRUCT NOTES END RIM/BLKG LENGTH DIAPHRAGM PER ZSS TRUCT NOTES #CS16 STRAP(s) ) END LENGTH END LENGTH #CS16 STRAP(s) BEAM, 3%" WRAP STRAP WIDE MIN, UNDER BEAM STRAP BETWEEN FLOOR STRAP TO BEAM BELOW CSH COILED STRAP HOLDOWN N.T.S. PARTY WALL SHEARWALL NTS FOOTING SCHEDULE CENTER UNDER CONCENTRATED LOAD U.N. 0. FOOTM Sim RE9 ORCEMENT ID WIDTH LENGTH TIICIWESS LONGITUDE 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 DRAINAGE PER CODE --J FWC FOUNDATION WALL - CANTILEVER N.T.S. 2x6 STUD 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 *1 ID DOWEL LAP *2 (IN) VERT *2 HORIZ CONT 4 #4 @ 10 32 #4 @ 10 #4 @ 12 #4 @ 10 5 #4 @ 10 32 #4 @ 10 #4 @ 12 #4 @ 10 #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 SLAB 12" MIN LENGTH #HD19 (2)#4 CONT WIDTH (LONGITUDE) FTG @ WALL CORNER (TRANSVERSE) VAPOR BARRIER SILL PLATE o �/ � • P•.,,. 3" CLR • .e •a . % CONCRETE FOUNDATION --III= — ==—==—= —=11 WIDTH BRG PLYNTH ON FTG SOIL FOOTING, TYPICAL N.T.S. a HOLDOWN POST 31" Z A.B. PER PLAN 7" MIN STEM WALL SHALL BE 2'-0" DEEP MIN 1' 0" (2) #4 HORIZ CONT @ TOP OF WALL 17' CLC, TYP IF 4° x 3" x 3" 1' 0" A36 BRIG PLATE w/ DBL NUT (4)#4xll 8 4„ FTGA HP HOLDOWN POST TSFJ THICKENED SLAB FOOTING N.T.S. N.T.S. TSFA REINFORCED FOUNDATION ANCHOR 3/4" = V-0" RFAC MSTC STRAP ' XT Y BE STRAP MAY LOCATED ON INSIDE MSTC STRAP -(A) l� 3 (3)2x STUDS U.N.O. I STHD14 STHD14- A HDN HOLDOWNS N.T.S. MST STRAPS 6x6 MIN HTTSKT- A MST STRAP -(A) 6x6 HDU11- A FWCB HP g1„ #HD19� a 31„ 2x6 6x6 2$' RFA U.N.O. HD19- A HOLDOWN HOLDOWN ANCHOR e ANCHOR e EMBEDDED STRAP e I �/ / / FOUNDATION WALL EMBEDDED STRAP I / / MINIMUM STEM HEIGHT I I\ REQUIRED TO ACCOMMODATE ANCHORAGE PER HOLDOWN SCHEDULE FOOTING I DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN L — — — EMBEDMENTS INTO WALL MHE MINIMUM HOLDOWN EMBEDMENT N.T.S. MHE GR BEAM REINF MATCH HORIZ �o STD 900 HOOK INTO REINF INTERSECTING GR BEAM 1�-6CORNER BAR @ ALL OUTER REINF • REINF WALLS I STD 900 HOOK INT MATCH HORIZ \ INTERSECTING GR BEAM REINF ALTERNATE EA BAR V-6" CORNER BAR @ ALL OUTER REINF REINFORCEMENT AT INTERSECTIONS 1 N.T.S. PLINTH 8" MIN 18" MAX 2" MIN FINISH GR W/O (2) #4 @ w/ STD 18" HOOK IN FTG MIN 48" MAX FTG 3" CLR 1-111 OIL PEDESTAL ON ISOLATED FOOTING N.T.S. DBL 2x STUD EDGE NAILING HOLDOWN EMBEDDED STRAP STUDS PER HOLDOWN SCHED EDGE NAILING 2x STUD SW SHEATHING STRAP SHO AR UND COR qER HOLDOWN AT CORNER PIFA HDNA UHOCA N.T.s. 8" U.N.O. #4 CONT w/in TOP 12" OF WALL 16" MIN DEEPEN AS #4 @ REQUIRED FOR HOLDOWN ANCHORS P.T. SILL PLATE & A.B. CONIC SLAB ON GRADE CONIC STEM WALL CTRD ON FTG, U.N.O. #4 @ 48"oc DOWELS w/ 14" EXTENSION INTO WALL & STD HOOK IN FTG CONIC FTG 30" x 10" w/ 3" CLR (3) #4 CONT,� I I I�y I— 11=1 1=1 1=1 11=1 1=1 11= U.N.O. NOTES: -CENTER VERTS AND DOWELS IN STEM WALL -DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN EMBEDMENTS FWSP FOUNDATION WALL - STEM (@ PARTYWALL) N.T.S. FWSI #4 CONT w/in P.T. SILL PLATE & A.B. TOP 12" OF WALL CONIC STEM WALL 8 U.N.O. CTRD ON FTG, U.N.O. FINISH GRADE 4'-6" MAX #4 @ 48 oc VERT #4 @ 48"oc T-0" 16 MIN DOWELS w/ MAX #4 AT BTM 14" EXTENSION BETWEEN CONC SLAB INTO WALL & STD GRADES 18" ON GRADE HOOK IN FTG MIN CONIC 16"x8"w/3" CLR� (2) #4 CONT, BRIG SOIL U.N.O. NOTES: -CENTER VERTS AND DOWELS IN STEM WALL -DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN EMBEDMENTS FWS FOUNDATION WALL - STEM N.T.S. FWSC (2)#4 CONT P.T. SILL PLATE & A.B. @ TOP OF WALL CONIC STEM WALL 1! 8" U.N.O. CTRD ON FTG, U.N.O. #4 @ 16"oc VERT 4'-6" MAX #4 @ 16"oc 2' 0" 30" MIN #4 CONT DOWELS w/ MAX14" @ 10" oc HORIZ EXTENSION BETWEEN CONIC SLAB INTO WALL & STD GRADES 18" ON GRADE HOOK IN FTG MIN (2)#4 CONT ,� • @ BTM OF WALL CONIC FTGyT,j'< •� , - 16" x 8" w/ ;� 3 CLR (3) #4 CONT, I I=1 I U.N.O. IIII III1- NOTES: -CENTER VERTS AND DOWELS IN STEM WALL -DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN 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 M zo �, o rl 00 H J Q w Ln [.� f1J J W z E O ~ U V , H � V) z � w E O U C31 C N V) O This space reserved for governing jurisdiction stamps REVISION Feb 14 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0109 ORIGIN DATE: 7/1/2020 REVISED: 1/12/2022 S2.2 EDGE DRILL ZONE MIDDLE 4 OF PANEL THICKNESS HOLES • MAX. THREE HOLES IN FACE AND THREE IN EDGE. • 4"-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 1%" MIN. EDGE DISTANCE FROM CHASE AND OUTSIDE EDGE, TYPICAL. NO FACE HOLES ALLOWED IN LOWER 46" OF PANEL HOLES VP— 4%"-DIA. HOLES, MAX. • MAX. OF TWO 41/8"-DIA. HOLES OR ONE 44"x12" HOLE. • NO MINIMUM ON -CENTER SPACING REQUIRED. NO HOLES ALLOWED IN TOP 8" OF PANEL FACE DRILL ZONE CENTER 4 8" OF PANEL FACE AS SHOWN 12" ABOVE EXISTING HOLE, MIN. 22" 24" HOLES FOR WSWH24X7 PANEL ONLY • MAX. OF ONE 4X'6' HOLE • 8" FROM TOP OF PANEL, MIN. ALLOWABLE SMALL HOLES ALLOWABLE LARGE HOLES FACE AND EDGE DRILL ZONES IN ADDITION TO ALLOWABLE SMALL NOTES: HOLES 1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 741/2". 2. ALL PANELS COME WITH TWO PRE -ATTACHED HOLDOWNS, TWO STANDARD HEX NUTS, TWO STRUCTURAL WASHERS, TWO #WSW -TOW PLATES AND INSTALLATION INSTRUCTIONS. 3. ALL PANELS ARE 31/2" THICK. TRIM ZONE AND ALLOWABLE HOLES N.T.S. 8" MIN STEM WALL PER DETAIL FWX INSET STRONGWALL TEMPLATE 2" i 2" MIN COVER TA" MIN 3" COVER �� • I • (2) #4 HOOKS @ 6" APART CENTERED AT EACH STRONGWALL ANCHOR LOCATION (TOTAL OF 4 PER STRONGWALL) 2" MIN COVER EA SIDE OF ANCHOR REINFORCEMENT 3" I.D. I 10" MIN FTG THICKNESS 6" MIN EXTENSION (TYP) 24" FTG WIDTH U.N.O. SWARI STRONG WALL ANCHOR REINFORCEMENT N.T.S. DO NOT INSTALL #WSWH w/o TEMPLATE STRONG WALL DESIGN NOTES 1. STRONG -WALL®/ HIGH STRENGTH WOOD SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG -TIE COMPANY INC." HOME OFFICE: 5956 W. LAS POSITAS BLVD., PLEASANTON, CA 94588 TEL: (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. RONGWALL 'LATE 2" #WSWH-TP18 FASTENER QUANTITY: SWS16150: 26 SWS25600: 4 ATTACH #WSWH-TP PLATE (PROVIDED) ON ONE SIDE ONLY WITH A COMBINATION OF #SDS 4" x 6" AND #SWS16150 CONNECTOR SCREWS. nCCTr-M MnTC WSWH 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. ALIGN #WSWH-TP NOTCHES WITH BOTTOM OF TOP PLATE #SWS16150 INSTALL WSWH ON EXTERIOR F LSL COLLECTOR #SDS2 1" DIAMETER DOUBLE TOP PLATE BY 4" DEEP %" MAX WOOD SHIM COUNTERBORE OPTIONAL 1" DIAMETER BY4" DEEP COUNTERBORE SWT STRONG WALL TOP CONNECTION N.T.S. #WSWH STRONG WALL INSTALLED ON ANCHOR BOLTS PER MANUFACTURER'S RECOMENDATIONS HEX NUT AND STRUCTURAL WASHER i%"COVER VA" MIN OVERLAP OF ANCHOR REINFORCING 10N 24" MIN FOOTING PER DETAIL SWAR INSTALL #SDS 4" x 6" SCREWS @ AN nniri F THAT PREVENTS THEM FROM EXITING JOE OF FRAMING; APPROX 300, TYP LSL COLLECTOR ;WH PER PLAN SECTION 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 #WSWH ANCHOR INSTALLED BETWEEN A PAIR OF ANCHOR REINFORCEMENT HOOKS 8" MIN STEMWALL PER DETAIL FWX SWFC STRONG WALL FOUNDATION CONNECTION N.T.S. MINIMUM EXTENSION OF ANCHOR SPACING + 2" FIELD TIE AND SECURE HAIRPINS DURRING CONCRETE PLACEMENT HAIRPIN PLAN DIAMETER LENGTH 1 36 HS HS ON HIGH STRENGTH MODELS HEAVY HEX NUT FIXED IN PLACE ON ALL WSW -AB ANCHOR BOLTS EAVY HEX NUT PLATE WASHER HEAVY HEX NUT WSWH MODEL NO. DIAMETER LENGTH le PANEL MODEL WSWH18 WSWH-AB1x30 1" 30" 21%" FROM SIMPSON "https://embed.widencdn.net/pdf/plus/ssttoolbox/zi9rub5hpI/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 M Q � O H 0 J Q w Ln J w z E O ~ U V H CC 0) can V) p z w toel O U 0) C N U) Ln u7 O Or ' NA'� �1r This space reserved for governing jurisdiction stamps REVISION Feb 14 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0109 ORIGIN DATE: 7/1/2020 REVISED: 1/12/2022 S2,3 SYMBOL LEGEND SLEXP #HOLDOWN MODEL HOLDOWN 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 HOLDOWN SCHEDULE. CONCRETE WALL AND CONTINUOUS FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FWS. L -1 F2 SPREAD FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FTG. L I 1/4" = V-0° 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 M [on f V Q � O H o J Q w Ln [.e) f V J w Z E O ~ U V_ H CC Ul) V) p z w V7 E O U 0) C N U) U) u7 � O O This space reserved for governing jurisdiction stamps REVISION Feb 14 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0109 ORIGIN DATE: 7/1/2020 REVISED: 1/12/2022 S311 SYMBOL LEGEND SLEXP #HOLDOWN MODEL HOLDOWN 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 HOLDOWN SCHEDULE. CONCRETE WALL AND CONTINUOUS FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FWS. L -1 F2 SPREAD FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FTG. L I FOUNDATION PLAN 1/4° = V-0° 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 M Q � O H o p w Ln [.e) (V w z E O ~ U V_ H CC Ul) V) p z w V7 E O U 0) C N U) U) u7 � O C z O This space reserved for governing jurisdiction stamps REVISION Feb 14 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0109 ORIGIN DATE: 7/1/2020 REVISED: 1/12/2022 S3,2 SYMBOL LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PROJECTION 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. #HOLDOWN MODEL HOLDOWN 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 HOLDOWN 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 11S[ rLUUK JMtHKVVHLLJ 6L rmivIlIVIJ HtMr- ""y' +" 1/4" = V-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 M [on f V Q � O H o p w Ln [.e) f V w Z E O ~ U V_ H CIC Ul) V) p Z w V7 E O U 0) C N U) U) �u7 X O C This space reserved for governing jurisdiction stamps REVISION Feb 14 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0109 ORIGIN DATE: 7/1/2020 REVISED: 1/12/2022 S411 SYMBOL LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PROJECTION 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. #HOLDOWN MODEL HOLDOWN 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 HOLDOWN 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 IbL rLVVK JnEAKHALL) a r -mvimu Aouvr_ 1/4" = V-0" DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS D Y] SSS Number: s2005013 Project Name: 22808 Edmonds Way Owner: Kisan Enterprise, LLC Project Location: 22808 Edmonds Way Edmonds, WA Design Professional: Michel Design M [on f V Q � O H o p w Ln [.e) f V w Z E O ~ U V_ H CIC Ul) V) p Z w V7 E O U 0) C N U) U) �u7 X O C v 4!21 Or This space reserved for governing jurisdiction stamps REVISION Feb 14 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0109 ORIGIN DATE: 7/1/2020 REVISED: 1/12/2022 S4,2 I I Lf1Q rLUUK -)r1tAKVVALLJ 6L rmivilllU AWVt ""+' +" 1/4" = V-0" DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS SYMBOL LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PROJECTION 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. #HOLDOWN MODEL HOLDOWN 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 HOLDOWN 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. SSS Number: s2005013 Project Name: 22808 Edmonds Way Owner: Kisan Enterprise, LLC Project Location: 22808 Edmonds Way Edmonds, WA Design Professional: Michel Design M Q � O H ' J Q w Ln J w Z E O ~ U V_ H CIC Ul) V) p Z w V7 E O U 0) C N U) U) �u7 X O O ONA'� �1r This space reserved for governing jurisdiction stamps REVISION Feb 14 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0109 ORIGIN DATE: 7/1/2020 REVISED: 1/12/2022 S511 SYMBOL LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PROJECTION 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. #HOLDOWN MODEL HOLDOWN 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 HOLDOWN 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_ LI 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 M Q � O H o p w Ln [.e) (V w Z E O ~ U V_ H CIC Ul) V) p Z w V7 E O U 0) C N U) U) �u7 X O C ON�i This space reserved for governing jurisdiction stamps REVISION Feb 14 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0109 ORIGIN DATE: 7/1/2020 REVISED: 1/12/2022 S5,2 P?> 1/4" = V-0" DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS SYMBOL LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PROJECTION 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. #HOLDOWN MODEL HOLDOWN 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 HOLDOWN 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. III III SSS Number: s2005013 Project Name: 22808 Edmonds Way Owner: Kisan Enterprise, LLC Project Location: 22808 Edmonds Way Edmonds, WA Design Professional: Michel Design M [on f V Q � O H o p w Ln [.e) f V w Z E O ~ U V_ H CIC Ul) V) p Z w V7 E O U 0) C N U) U) �u7 X O C O ONA'� �1r This space reserved for governing jurisdiction stamps REVISION Feb 14 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0109 ORIGIN DATE: 7/1/2020 REVISED: 1/12/2022 S611 SYMBOL LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PROJECTION 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. #HOLDOWN MODEL HOLDOWN 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 HOLDOWN 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 RenreSentS the location of a heam or header. Sizes are indicated on the elan. Grades are A FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = V-0" 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 M Q � O H o J Q w Ln [.e) (V J w Z E O ~ U V_ H CIC Ul) V) p Z w V7 E O U 0) C N U) U) �u7 X O O v 4!21 Or This space reserved for governing jurisdiction stamps REVISION Feb 14 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0109 ORIGIN DATE: 7/1/2020 REVISED: 1/12/2022 S6,2