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REVIEWED BLD2022-0155+STRUCTURAL PLANS +2.6.2022_11.08.51_AM+2664315GENERAL 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. 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 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 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 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 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 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, 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(psi) Fc par (psi) Fc perp (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. 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 If truss layout is changed by manufacturer, please notify this office. See applicable detail(s): GEB Trusses which require drag forces shall be designed for a drag force of: Indicated on the plan (E/1.4) = xxxx # & (W) = xxxx # 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 20 u.n.o.). Block all supports solid to the foundation. See applicable detail(s): BHS TPS 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 GENERAL STRUCTURAL NOTES continued) WOOD STRUCTURAL PANELS shall meet the performance standards of the "APA" DOC PSI 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, 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 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 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 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. 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 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 rims, 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 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 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 model number that fits that member. Always use MAX NAILING. Hanger to match member size. 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, 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 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 Do not scale drawings. Pre -fabricated items to be handled and installed per manufacturer's 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: ; © 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 ; 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 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: s2102017 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 T.R. THREADED ROD CONC CONCRETE GR GRADE TYP TYPICAL CONN CONNECTION HORIZ HORIZONTAL U.N.O. UNLESS NOTED CONT CONTINUOUS MAX MAXIMUM OTHERWISE CTR CENTER MFG MANUFACTURED VERT VERTICAL DBL DOUBLE MIN MINIMUM w/ WITH DET DETAIL o/ OVER w/o WITHOUT E.E. EACH END oc ON CENTER W.W.F. WELDED WIRE FABRIC DESIGN CRITERIA Governing Code 18 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 0.495 Seismic Design Category D Spectral Response Coefficient, SDs 1.010 Spectral Response Coefficient, SD1 0.596 Gravity Load Data Internal Pressure Coefficient +/- 0.18 Topographic Factor, Kt 1.00 Ground Elevation Factor, Ke 0.99 Seismic Force Resisting System ITable 12.2-1: A-15 2016 Equiv. Lateral Force Procedure Response Modification Factor, R 6.5 Transverse 6.5 Longitudinal Seismic Response Coefficient, C, 0.155 Transverse 0.155 Longitudinal Seismic Base Shear, V 16104 Ibs loads are psf Dead Live S now Trusses (pitched) •Solar-Ready3 Pitches <_ 8:12 Top Chord 15 0 25 Bottom Chord 5 0 0 Floors: loads are psf Dead Live Snow Joists5 12 40 0 Notes apply as called out in table above. 3 Dead load includes 5psf for photovoltaic panels. 5 Joists of sawn lumber or wood I -joists. Assumed Soil Data Allowable Soil Bearing 12000 psf SSS Number: s2102017 Project Name: 22624 105th Ave W Owner: Michel Design Project Location: 22624 105th Ave W, Edmunds, WA Design Professional: Michel Design M O V O F--i ' Q w ^ Ln (V d� w z O � O C U) 0 z Z C=) w 3 O U +s C: N U) V) O LLNWE� C c � +- a 40421 q rs�fs This space reserved for governing jurisdiction stamps RECEIVED Feb 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0155 ORIGIN DATE: 1/20/2022 REVISED: --- 1 0 f'V O fLA uro ro cnI 0 r1i [V DEPTH BHS °�""1 & #CS16 6)10d 10WN REQD STUDS REQUIRED STUDS BEAM 20 WALL 2x6 WALL 4x & 2-2x (SAWN) 3%x (GLB) (2) 2x4 (2) 2x6 3%x (MANF) 6x & 3-2x (SAWN) 5%x (GLB) (3) 2x4 (3) 2x6 5%x (MANF) 8x (SAWN) 6%x (GLB) (4) 2x4 (4) 2x6 7x (MANF) GIRDER TRUSS (3) 2x4 (3) 2x6 REQUIRED TRIMMERS HEADER 2x4 WALL 2x6 WALL 4x & 2-2x (SAWN) 3%x (GLB) 2x4 2x6 3%x (MANF) 6x & 3-2x (SAWN) 5%x (GLB) ---- (2) 2x6 5 ax (MANF) REQD TRIMMERS NOTE: BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANS BEAM & HEADER SUPPORTS N.T.S. FOR PSL & LSL, HOLES MUST BE ROUND AND ARE LIMITED TO 2" DIA. UNLESS APPROVED BY THE ENGINEER DO NOT MAKE PENETRATIONS OR NOTCHES MINIMUM SPACING 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 LARGER HOLE Y3 DEPTH 3/3 DEPTH DEPTH SPAN SPAN SPAN BEAM PENETRATIONS, TYPICAL DETAIL N.T.S. #LSTA24 OR #CS16 w/ MIN (9) -10d DIAPHRAGM FASTENERS PER MEMBER U. N.O. COLLECTOR I/ \1 COLLECTOR SPAN #LSTA24 w/ MIN (9) -10d x 1 %" FASTENERS PER MEMBER DIAPHRAGM U.N.O. COLLECTOR I COLLECTOR BEAM OPTIONAL STRAP SPLICE LOCATION COLLECTOR SPLICE N.T.S. OPTIONAL STRAP LOCATION CSAB END LENGTH RIM/BLKG —� #CS16 STRAP(s) END LENGTH i PROVIDE (1) STUD PER STRAP, TYP SPECIFIED NAILS PER EACH END LENGTH, TYP DIAPHRAGM PER STRUCT NOTES END LENGTH STRAP BETWEEN FLOOR END LENGTH DIAPHRAGM PER STRUCT NOTES #CS16 STRAP(s) BEAM, 3%" WRAP STRAP WIDE MIN. UNDER BEAM STRAP TO BEAM BELOW COILED STRAP HOLDOWN N.T.S. BOUNDARY NAIL ALONG LENGTH OF COLLECTOR COLL BOUNDARY NAIL ALONG LENGTH OF rni i crrnn L DIAPHRAGM PER STRUCT NOTES INTERMEDIATE FRAMING ABUTTING PANEL EDGES DIAPHRAGM TO COLLECTOR N.T.S. BOUNDARY NAILS PER N(`TEC 300 P DTCA HOLDOWN SCHEDULE 1 Deepen the foundation as needed to provide the required holdown embedment into the foundation wall. See Detail 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 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 s/s"0 T.R. 10" min embed with AT-XP epoxy in 6" min thick fdn wall :;ECS16 22-10d N/A 13" Min End Length, See detail CSH SHEARWALL SCHEDULE SWEXP 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 1/2"0 sill bolts use 7-10dx1l/2" nails (minimum nailing) and when replacing 5/8"0 sill bolts use 9-10dx1l/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. SHEAR FLOW CONNECTIONS /SPACING S SHEATHING PER NOTES DBL 2x STUD EDGE NAILING SW SHEATHING 2x FLAT BLK w/ DBL ROW OF HOLDOWN BOUNDARY NAILS EMBEDDED STRAP rRuss STRAP SHOWN 2x4 BRACE @ 48"oc w/ AROUND CORNER #A35 AT BTM STUDS PER HOLDOWN SCHED GEB I GABLE -END TRUSS BRACE N.T.S. 3" (3)2x STUDS U.N.O. STHD14 J STHD14- A HDN HOLDOWNS N.T.S. GEBA HTT5KT- A HDNA EDGE NAILING 2x STUD HOLDOWN AT CORNER N.T.S. W WALL SHEATHING HOCA SSS Number: s2102017 Project Name: 22624 105th Ave W Owner: Michel Design Project Location: 22624 105th Ave W, Edmunds, WA Design Professional: Michel Design M Lon I'v Q O H ' J Q w ^ Ln fV J w � Z E H O `J H V I� C 07 Ip z U? w N O V O C N u7 CC -0 O u o s 0 4d421 q GJSTC�' 111?�> f 10 NA This space reserved for governing jurisdiction stamps RECEIVED Feb 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0155 ORIGIN DATE: 1/20/2022 REVISED: --S210 o - Ul N O N N N I C �6 Q Ul (J U1 n I _-A 0 CA f-A (8)16d EVENLY SPACED, TYP U.N.O. 4N SPLICE TOP PLATE SPLICE 16d @ 16" oc TYP FACE NAILS DOUBLE TOP PLATE SPLICE N.T.S. EXTENT OF SHEARWALL MIN 2x DISCONTINUOUS DBL TOP PLATE POST BEAM #CS16 w/, (13) 8d NAILS EA DISCONTINUOUS DBL TOP PLATE (N) ADDITION TO (E) STRUCTURE EXTENT OF rnrnnl r r- In SHEARWALL I nnl Inl r Tnn nl A— TPS SWF SWR VI\lf f LL J V V UnJL f Ln I L OR HOLE THAT CAN BE ADDED TO A SHEARWALL SWE I SHEARWALL ELEVATION SHEARWALL N.T.S. BOTTOM PLATE #PSPN516 w/ 8-16d NAILS INTO FLOOR SHEATHING TOP PLATE, E.S. #PSPN58 w/ PLUMBING 1-8d NAIL INTO #PSPN58 BASE PLATE, E.S. PLUMBING SHEARWALL FLOOR O SHEARWALL 1 Z' MIN #PSPN516 1 Z' MIN _17 DBL TOP PLATE NOTCH AS REQUIRED WALL STUD, TYP WALL STUD, TYP TOP PLATE NOTCH BOTTOM PLATE NOTCH PLAN VIEW PLAN VIEW PENETRATION OF FRAMING - SHEARWALL N.T.S. ROOF DIAPHRAGM PER STRUCT NOTES EDGE NAILS #CS16 w/, (16)10d NAILS EA END SOLID #H2,5A MIN BLKG @ ALL ROOF WALL MEMBERS U.N.O. @ SHEARWALLS TPSA SHEARWALL w/ TRUSS OR RAFTER BEARING a- SWkISHEARWALL ROOF CONNECTIONS N.T.S. DIAPHRAGM PER STRUCT NOTES FLR RIM/BLKG (OR ROOF GABLE) EDGE NAILS PROVIDE BLKG @ 4811oc w/ JOIST -WALL PARALLEL EXTERIOR SHEARWALLS EDGE NAILS (SW ABOVE) LLS WALL BASE PLATE CONN (SW ABOVE) DIAPHRAGM PER STRUCT NOTES RIM/BLKG EDGE NAIL PROVIDE (SW BELOW) BLKG @48" oc w/ JOIST -WALL PARALLEL SHEARWALL TO FLOOR TO SHEARWALL SWR SHEARWALL FLOOR CONNECTIONS N.T.S. WALL ANCH PER SW SCHED 2x SILL U.N.O. PER SW SCHED FDN SWFA #LS50 @ SHEARWALLS PER SCHED SHEARWALLS TO FOUNDATION SWBI SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS N.T.S. 2x4 FLAT OUTRIGGERS @ 24"oc BOUNDARY NAILS NOTCH TOP CHORD OF GABLE -END TRUSS FOR OUT RIGGERS /— SHEATHING PER NOTES FASCIA (2)16d AT EA OUTRIGGER GABLE END TRUSS 6TRU OVERHANG PER PLAN Z-0", MIN JAE OUTRIGGER AT EAVE N.T.S. OAEE SWBA 0 #H2,5A @ ALL ROOF MEMBERS SWRJ SSS Number: s2102017 Project Name: 22624 105th Ave W Owner: Michel Design Project Location: 22624 105th Ave W, Edmunds, WA Design Professional: Michel Design M � (V Q V) O 00 I--1 J LU C!] L n fV J w %­oo Z H O l� C 07 p z w N O V c a) Ln u, O +- o Qff 40421 C9 Itcis� " T NA t This space reserved for governing jurisdiction stamps RECEIVED Feb 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0155 ORIGIN DATE: 1/20/2022 REVISED: --S211 - FOOTING SCHEDULE CENTER UNDER CONCENTRATED LOAD U.N.O. FOOTI M SIZE REEWORCEM ENT ID WIDTH LENGTH THICKNESS LONGITUDE TRANSVERSE (Transverse) (Longitude) F2 2'-0" 2'-0" 1 10" (3) #4's (3) #4's LONGITUDE REINF TRANSVERSE REINF POST TO FTG THICKNESS LENGTH WIDTH (LONGITUDE) (TRANSVERSE) PLYNTH ON FTG FOOTING, TYPICAL N.T.S. FTG @ WALL FTG 0 WALL CORNER FTG UNDER SLAB ON GRADE FTGC HOLDOWN ANCHOR e FOUNDATION WALL MINIMUM STEM HEIGHT y REQUIRED TO ACCOMMODATE ANCHORAGE PER HOLDOWN SCHEDULE JL FOOTING L___ HOLDOWN e ANCHOR e GR BEAM EMBEDDED FOOTINGS REINF STRAP EMBEDDED STRAP MATCH HORIZ �o STD 900 HOOK INTO REIN1F INTERSECTING GR BEAM 1-6 CORNER BAR @ ALL OUTER REINF DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN EMBEDMENTS INTO WALL REINF WALLS MHE I MINIMUM HOLDOWN EMBEDMENT N.T.S. MHE EMBED REBAR INTO EXISTING FDN WALL (DRILL & SET-XP EPDXY 4" MIN) MATCH THE SIZE, SPACING AND LOCATION OF THE NEW FDN WALL DESIGN EXISTING WALL STD 90° HOOK INT MATCH HORIZ INTERSECTING GR BEAM REINF ALTERNATE EA J' ;� BAR V-6° CORNER BAR @ ALL OUTER REINF REINFORCEMENT AT INTERSECTIONS N.T.S. L_J EXISTING FTG EXISTING WALL NEW FDN IS CUT AWAY HERE TO HELP ILLUSTRATE THE CONN OF THE NEW REINF TO THE EXISTING FDN NEW FTG NEW TO EXISTING FOUNDATION N.T.S. NEFC REMODEL PROCEDURES • IN THE ABSENCE OF FULLY EXPOSED FRAMING FOR VERIFICATION BEFORE DESIGN, ASSUMPTIONS ARE MADE BASED ON THE PLANS PROVIDED. • THE DESIGN PROVIDED REFLECTS THE MEMBERS REQUIRED TO ADDRESS THE LOADS IDENTIFIED IN OUR ANALYSIS. • DURING DISCOVERY/DEMOLITION, EXISTING FRAMING CONDITIONS SHOULD BE REPORTED TO THE E.O.R. FOR VERIFICATION OR RETROFIT OPTIONS OR THE ELEMENTS SHOWN ON OUR PLAN SHALL BE CONSTRUCTED. REMODEL VERIFICATION THE INITIAL INVESTIGATION WAS PERFORMED BY THE DESIGNER. ASSUMPTIONS ARE BASED ON THEIR INVESTIGATION. THIS OFFICE IS AVAILABLE TO CONDUCT ADDITIONAL OBSERVATIONS BEFORE OR DURING CONSTRUCTION SHOULD THE OWNER, CONTRACTOR, OR DESIGNER WANT ANOTHER OBSERVATION. WALL FRAMING, VERIFY EXISTING V SHEATING AND NAILING WALL FRAMING - PER PLAN NEW ANCHOR BOLTS AND HOLDOWNS PER PLAN CAST -IN -PLACE CONCRETE STEM & FTG 6" MIN CONIC WALL (2000 psi MIN.) REMODEL VERIFICATION N.T.S. 12" EXISTING FTG 12" IIN aA ADJACENT TO (E) FOUDNATION THICKENED EDGE FOOTING N.T.S. SLAB T 12F__I(2)#4 CONT 0 3" CLR e WIDTH BRIG SOIL TSF THICKENED SLAB FOOTING N.T.S. TSFA (ISTING 'ING #4 CONT w/in TOP 12" OF WALL 6" MIN FINISH GR _F MIN CONIC FT AND REINI TYPICAL CI AD TEFE NOTES: -HTT5 holdown -(26)10d nails-5/8" diameter threaded rod (A307) -10" embed into the concrete, u.n.o. -Simpson AT-XP epoxy 0 -Follow the manufacturers' specifications for installing the anchor and hardware http://www.strongtie.com/products/anchorsystems/adhesives/adhesive_ anchoring_install.html# 24 cycles seconds (min. seconds (min.) (min.) A 1-80 80 psi min. psi min. EPX I EPDXY - HTT5 RETROFIT �_J N.T.S. EXPB SSS Number: s2102017 Project Name: 22624 105th Ave W Owner: Michel Design Project Location: 22624 105th Ave W, Edmunds, WA Design Professional: Michel Design M � (V Q � O 00 I--1 J O w ^ In fV J w %­oo Z H O `J H U p1 HC V) p z U) w N O U 0) C N u7 O u 0 s 4d421 qr d� I This space reserved for governing jurisdiction stamps RECEIVED Feb 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0155 ORIGIN DATE: 1/20/2022 REVISED: --S2,2 - SSS Number: s2102017 TEF TEF ---------------------- I I I I I I I I I I I I I I I I I I 14" WIDE TSF I FTG TYP F2 I — S — 7 — — — I I I BEARING WALL ABOVE, TYP I I I I I I I I I I L----------------------- FOUDNATION PLAN 1/4" = 1'-0" 4" SLAB ON GRADE w/ 6x6 W1.4 x WIA W.W.F. NEF EPX NEF EXISTING CONDITIONS THE FOLLOWING FRAMING ASSUMPTIONS WERE MADE IN OUR DESIGN • SPAN DIRECTION AND CONSTRUCTION OF ROOF AND FLOOR FRAMING • SIZE AND SPACING OF STUD WALLS • PRESENCE OF STEM WALL AND FOOTINGS THESE ARE REASONABLE ASSUMPTIONS BASED ON PHOTOGRAPHS, DESIGNER DOCUMENTATION AND TYPICAL CONSTRUCTION STANDARDS. IT WILL BE NECESSARY, HOWEVER, TO VERIFY THESE ELEMENTS DURING DEMOLITION WHEN FURTHER OBSERVATIONS CAN BE MADE. THIS OFFICE IS AVAILABLE TO PARTICIPATE SHOULD THE SITUATION BECOME COMPLICATED, THE STRUCTURAL MEMBERS AND ASSEMBLIES SHALL BE CONSTRUCTED AS SPECIFIED ON THE PLANS. EXISTING CONSTRUCTION IS ADEQUATE WHERE IT MEETS OR EXCEEDS THE MATERIAL GRADES AND SPECIFICATIONS WE PROVIDED THROUGH PLANS, DETAILS AND GENERAL NOTES, WHERE EXISTING CONDITIONS OR OUR PROPOSED CONSTRUCTION DIFFERS, THEN, EITHER CONSTRUCT AS SHOWN ON OUR PLANS OR CONTACT THIS OFFICE TO DISCUSS OPTIONS. SYMBOL LEGEND - FOUNDATION 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. THICKENED EDGE FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL TEF. F_ -1 F2 SPREAD FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FTG. L I DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS Project Name: 22624 105th Ave W Owner: Michel Design Project Location: 22624 105th Ave W, Edmunds, WA Design Professional: Michel Design M Loon (V Q � O I--1 ' p w Ln [.n f V J w � Z IH O _= 01 H C 07 p z v? p w O V 0) C a) U) In U) @J O C !D u c +� a 40421 ` 10NAt This space reserved for governing jurisdiction stamps RECEIVED Feb 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0155 ORIGIN DATE: 1/20/2022 REVISED: --- 1 0 SSS Number: s2102017 F> 13> WALL WALL WALL 7 WALL LIANE V LINE DE STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan. JOIST, TRUSS, OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max spacing between members will be indicated in bold type with a symbol which is representative of the layout of the entire level. BASEMENT SHEARWALLS & FRAMING ABOVE 1/4" = V-0" ( 7rh �n �� DO NOT SCALE -REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS \\ I Project Name: 22624 105th Ave W Owner: Michel Design Project Location: 22624 105th Ave W, Edmunds, WA Design Professional: Michel Design M Lon N Q � O 00 I--1 Q w Ln [.n N J w %­oo Z O _= 01 C V7 0_ Z V7 w N O V C N Ln �V7 V O Y 0�� +� a Q__ 4(A21 { ois0, NA t This space reserved for governing jurisdiction stamps RECEIVED Feb 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0155 ORIGIN DATE: 1/20/2022 REVISED: --S410 - P> 24" OVERHANG F3> L WALL WALL WALL WALL V LIBNE LINE DE cn cn a VII LIM IAQI I. 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. JOIST, TRUSS, OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max spacing between members will be indicated in bold type with a symbol which is representative of the layout of the entire level. MAIN FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = V-0" ( Trhn"'� DO NOT SCALE -REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS \, SSS Number: s2102017 Project Name: 22624 105th Ave W Owner: Michel Design Project Location: 22624 105th Ave W, Edmunds, WA Design Professional: Michel Design M Lon N Q � O 00 I--1 Q w Ln J w %­oo Z O _= 01 C V7 0_ Z V7 w N O V C N Ln �V7 V O Y 0�� +� a Q__ 4(A21 { .tois�. 10NAt � This space reserved for governing jurisdiction stamps RECEIVED Feb 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0155 ORIGIN DATE: 1/20/2022 REVISED: --S411 -