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APPROVED BLD-BLD2020-0840+S SHEETS+9.25.2020_8.46.06_AMAPPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work Wartelle Residence ----------- ------------------ Address ; 21423 95th PI W ------------------------------ Owner Dan Wartelle I----------------------------- Approved Date' 10/8/2020 Building Official /r"It"mr 4610OX 16( Permit Number BLD2020-0840 SHEARWALL 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 1/2"0 sill bolts use 7-10dx11/2" nails (minimum nailing) and when replacing 5/s"O sill bolts use 9-10dx11/2" 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 refer to specific conditions. For gable -end roof connections see detail SWF. 5 See detail SWB. SHEAR FLOW CONNECTIONS / SPACING S SILL -TO - FLOOR -TO - ROOF -TO - WALL BASE PLATE CALL FOUNDATION 1, 2 SILL 3 WALL WALL 4 5 OUT 5/8"0 @ 60"oc or #A35 @ #H1 @ 16d @ 10"oc A /�i 1/2"0 @ 60"oc 48"oc 3a 24"oc 4a 5/8"0 @ 60"oc or #A35 @ #H1 @ 16d @ 8"oc B 1/2110 @ 48�� 32"oc 24"oc 4a HOLDOWN SCHEDULE fV WALL SHEATHING CALL OUT SHEATHING THICKNESS EDGE NAILS 6 7/16" 8d @ 6"oc 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 HDNfor installation. HOLDOWN / STRAP FOUNDATION 1,2,4,E FASTENERS 5 ANCHOR 1,3,4,6 COMMENTS #HTT5 26-10d 5/s"0 T.R. 8" min embed with SET epoxy in 6" min thick fdn wall 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. 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 (or 4x6) U.N.O. on the plan. _JIL- 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. n IY•IIa1%1] Basic Wind Speed (3 sec gust) mph 110 Surface Roughness B Wind Exposure Category B 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 VE A NY QUESTIONS OR CONCERNS CON TA CT U5 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: s2005O23 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 READ REQUIRED BLKG BLOCKING EMBED EMBEDMENT SCHED SCHEDULE B.N. BOUNDARY NAILING EXIST EXISTING SIM SIMILAR BTM BOTTOM FDN FOUNDATION STD STANDARD BRIG BEARING FLR FLOOR STRUCT STRUCTURAL BTWN BETWEEN FRMG FRAMING SW SHEARWALL CUR 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 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 Earthquake Design Data Gravity Load Data Roofs: loads are psf Dead Live Snow Trusses (pitched) •Pitches < 8:12 Top Chord 10 0 20 Bottom Chord 5 0 0 Floors: loads are psf Dead Live Snow Joists5 12 40 0 Notes apply as called out in table above. 5 Joists of sawn lumber or wood I -joists. Soil Data Allowable Soil Bearing 2000 psf Seismic Importance Factor, Ie 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 VE A NY QUESTIONS OR CONCERNS CON TA CT U5 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: s2005O23 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 READ REQUIRED BLKG BLOCKING EMBED EMBEDMENT SCHED SCHEDULE B.N. BOUNDARY NAILING EXIST EXISTING SIM SIMILAR BTM BOTTOM FDN FOUNDATION STD STANDARD BRIG BEARING FLR FLOOR STRUCT STRUCTURAL BTWN BETWEEN FRMG FRAMING SW SHEARWALL CUR 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 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 Earthquake Design Data Gravity Load Data Roofs: loads are psf Dead Live Snow Trusses (pitched) •Pitches < 8:12 Top Chord 10 0 20 Bottom Chord 5 0 0 Floors: loads are psf Dead Live Snow Joists5 12 40 0 Notes apply as called out in table above. 5 Joists of sawn lumber or wood I -joists. Soil Data Allowable Soil Bearing 2000 psf Seismic Importance Factor, Ie 1.00 Seismic Force Resisting System Table 12.2-1: A-15 2010 Equiv. Lateral Force Procedure Response Modification Factor, R 6.5 6.5 Transverse Longitudinal Seismic Response Coefficient, CS 0.130 0.130 Transverse Longitudinal Seismic Base Shear, V 8194 Ibs SSS Number: s2005023 Project Name: 21423 95th PI W Owner: Dan & Alasha Wartelle Project Location: 21423 95th PI W Edmonds, WAUJ Design Professional: Design Lines 2 i his space reserved for governing jurisdiction stamps T ORIGIN DATE: 06/24/2020 REVISED: ---- M c'V O Lf7 0 0 f"V NI N c cn I 0 0 f'V Internal Pressure Coefficient 0.18 Topographic Factor, Kt 1.00 Wind Importance Factor, I 1.00 RESUB Sep 25 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SSS Number: s2005O23 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. BUILDING ENVELOPE Through maintenance and current best practices, provide a building envelope that will preserve the integrity of the structure throughout it's lifetime. Any reference to envelope related materials or methodology shall not be interpreted as a specification by this office. 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. BACMLL 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. RENOVATION AND REMODEL Initial investigation limited to visual observations without desctructive removal of finishes. Consistant framing is assumed throughout the structure. Field verification is necessary during demolition. Contact this office should there be any variations from these assumptions. EXISTING CONDTIONS Structural members and assemblies shall be as specified on plans. Existing construction is adequate where it matches the material grades and specifications indicated. Where existing conditions or proposed construction differs either construct as shown on plans or contact this office to discuss options. See applicable detail(s): REM DEMOLITION Limit construction loading and demolition debris on existing floor systems to not exceed existing capacity. As required, contractor shall provide temporary bracing until all permanent connections and stiffenings have been installed. DRY ROT Contactor shall check for and remove and repair any dry rotted member. Damaged members shall be repaired or replaced with a like -for -like substitution unless directed otherwise by this office. 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 f'c = 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. 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, RAFTERS, JOIST 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 oar (psi) Fc nero (psi) Fv(psi) LSL 1.55E 1900 2050 900 310 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. 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.). 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, 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. 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. BOLTS All bolts and lag screws bearing in wood members shall conform to ASTM A307. Washers shall be installed under heads and nuts of all bolts or lag screws. 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. 3OBSITE 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 Contractor shall verify all dimensions and existing site and building conditions prior to commencing any work. Do not scale drawings. Pre -fabricated items to be handled and installed per manufacturer's recommendations. Project Name: 21423 95th PI W Owner: Dan & Alasha Wartelle Project Location: 21423 95th PI W Edmonds, WA Design Professional: Design Lines M c n (V a L O � 0�0 J UJ L(1 Lon (V J U z E O OC 0) c~n u7 C_ z U) � 3 UJ O V O C N U) U) O QAb x a27 RYA L � �y This space reserved for governing jurisdiction stamps ORIGIN DATE: 06/24/2020 REVISED: ---Simi - M c'V O Lf7 O O f"V N I c ra un U0 E.n I O O f'V RESUB Sep 25 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BOUNDARY NAIL ALONG LENGTH OF COLLECTOR COLL BOUNDARY NAIL ALONG LENGTH OF — i —nn DIAPHRAGM PER STRUCT NOTES INTERMEDIATE FRAMING ABUTTING PANEL EDGES DIAPHRAGM TO COLLECTOR N.T.S. °rA'1 & #CS16 6)10d 10WN Q STUDS DTCA REQUIRED STUDS BEAM 2x4 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) 63 /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) 53/8x (GLB) ---- (2) 2x6 5%x (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 BHS BEAM & HEADER SUPPORTS N.T.S. EXTENT OF SHEARWALL EXTENT OF --mi r rTi in SHEARWALL aJ 11 -1 ivri i LnLi nni LVll �AIFFLL JI UU unJL F IL J OR HOLE THAT CAN BE ADDED TO A SHEARWALL SWE I SHEARWALL ELEVATION N.T.S. nni ,°, r T ° °, [TPS SWF SWR (8)16d EVENLY SPACED, TYP U.N.O. 4N SPLICE TOP PLATE SPLICE 16d @ 16" oc TYP FACE NAILS MIN 2x DOUBLE TOP PLATE SPLICE N.T.S. ROOF DIAPHRAGM PER STRUCT NOTES EDGE NAILS SOLID #H2.5A BLKG MIN @ ALL WALL ROOF MEMBERS U.N.O. @ SHEARWALLS SHEARWALL w/ TRUSS OR RAFTER BEARING SWR SHEARWALL ROOF CONNECTIONS N.T.S. DIAPHRAGM PER STRUCT NOTES FLR RIM/BLKG (OR ROOF GABLE) EDGE NAILS PROVIDE BLKG @ 48"oc w/ JOIST -WALL PARALLEL WALL BASE PLATE CONN (SW ABOVE) DIAPHRAGM & B.N. PER STRUCT NOTES JAIL SAME AS WALL BASE PLATE CONN OF SW BELOW 2x BLKG 2x6 BLKG EDGE NAILS JOIST EXTERIOR SHEARWALLS SWF I SHEARWALL FLOOR CONNECTIONS N.T.S. WALL ANCH PER SW SCHED 2x SILL U.N.C. PER SW SCHED FDN SHEARWALLS TO FOUNDATION DISCONTINUOUS DBL TOP PLATE POST BEAM #CS16 w/, (13) 8d NAILS EA END DISCONTINUOUS DBL TOP PLATE #LS50 @ SHEARWALLS PER SCHED LLS L,J NAILS PER SW SCHED WALL BASE PLATE CONN SOLID BLKG OR COLLECTOR TPSA #H2.5A @ ALL ROOF MEMBERS EDGE NAILS (SW ABOVE) WALL BASE PLATE CONN (SW ABOVE) DIAPHRAGM PER STRUCT NOTES RIM/BLKG #A35 PER EDGE NAIL PROVIDE SW SCHED71 (SW BELOW) BLKG @ 48" oc DOUBLE -SIDED SHEARWALLS, w/ JOIST -WALL PARALLEL INTERIOR SHEARWALLS, & EXT SHEARWALLS @ CANTILEVERS SHEARWALL TO FLOOR TO SHEARWALL WALL BASE PLATE CONN PER SW SCHED RIM/BLKG EDGE NAILS FDN WALL DIAPHRAGM PER STRUCT NOTES ANCH PER SW SCHED 2x SILL U.N.O. PER SW SCHED SHEARWALLS TO FLOOR TO FOUNDATION SWB I SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS N.T.S. SWFA SSS Number: s2005O23 Project Name: 21423 95th PI W Owner: Dan & Alasha Wartelle Project Location: 21423 95th PI W Edmonds, WA Design Professional: Design Lines Lion N ZO V) O H Ln J � L N J w z O V H pl H Q) Lon Ln u7 p z Ul Z O L O V pl a� En V) u7 Ft ,yr Jib s. 427 go This space reserved for governing jurisdiction stamps ORIGIN DATE: 06/24/2020 REVISED: ---- S210SWBA RESUB Sep 25 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 ER HOLE THE REQUIRE APPROVAL FROM THE ENGINEER DEPTH DEPTH % DEPTH O DEPTH SPAN SPAN SPAN BEAM PENETRATIONS, TYPICAL DETAIL N.T.S. SPAN #PSPN516 w/ SHEARWALL PLATE 8-16d NAILS INTO aBOTTOM FLOOR SHEATHING TOP PLATE, E.S. #PSPN58 w/ PLUMBING 1-8d NAIL INTO #PSPN58 BASE PLATE, E.S. FPLUMBING LOOR SHEARWALL O SHEARWALL 1 Z' MIN #PSPN516 1 Z' MIN NOTCH AS REQUIRED DBL TOP PLATE WALL STUD, TYP WALL STUD, TYP ELEVATION VIEW TOP PLATE NOTCH BOTTOM PLATE NOTCH PLAN VIEW PLAN VIEW SHEARWALL PENETRATION OF FRAMING N.T.S. #MTS20 MIN w/ MIN (7)10d x 1%" TO EA MEMBER U.N.O. COLLECTOR OR RIM TOP PLATE COLLECTOR TO TOP PLATE BPAA I I N.T.S. 'Y BOTTOM PLATE FLOOR SHEATHING #PSPN58 �PLUMBING LOOR $PSPN516 __L7 DBL TOP PLATE #PSPN516 w/ 8-16d NAILS II TOP PLATE, E. - PLUMBING CTPD #PSPN58 w/ 1-8d NAIL INTO BASE PLATE, E.S. NOTCH AS REQUIRED WALL STUD, TYP WALL STUD, TYP TOP PLATE NOTCH BOTTOM PLATE NOTCH PLAN VIEW PLAN VIEW EXTERIOR WALL SSS Number: s2005O23 Project Name: 21423 95th PI W Owner: Dan & Alasha Wartelle Project Location: 21423 95th PI W Edmonds, WA Design Professional: Design Lines M Lon N Q V) O H o oo U Ln i.-e") N J w Z E O V H pl C (� (n V) 0 Z Ui Z Lon LU O V pl N Ln V) u7 O C Ft 427 NA L This space reserved for governing jurisdiction stamps ORIGIN DATE: 06/24/2020 REVISED: ---S211 - M N O C=: ) 0 0 ZX N cn I ca ca Ln Ln Ln 1.0 0 0 N RESUB Sep 25 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOOTING SCHEDULE CENTER UNDER CONCENTRATED LOAD U.N.O. FOOTIM SIB REEWORCEMENT 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 X I \ POST TO FTG THICKNESS LENGTH WIDTH (LONGITUDE) (TRANSVERSE) PLYNTH ON FTG FOOTING, TYPICAL N.T.S. HTT5- A HDN HOLDOWNS N.T.S. HDNA NOTES: -HTT5 holdown -(26)10d nails-5/8" diameter threaded rod (A307) + -811 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/ad hesives/ad hesive_ anchoring_install.html# sec ds (min.) 80J-80 + 4 cycles (min. seconds (min.) psi min. psi min. EPX EPDXY - HTT5 RETROFIT L_J N.T.S. EXPB EMBED REBAR INTO EXISTING FDN WALL (DRILL & SET-XP EPDXY 6" MIN) MATCH THE SIZE, SPACING AND LOCATION OF THE FTG DESIGN NEW FDN IS CUT AN HELP ILLUSTRATE T THE NEW R E/\ Ill W I V I'1 EXTENT OF OTHERWISE PROPOSED FOOTING DIMENSIONS ASSUMED IN DESIGN VERIFY DURING CONSTRUCTION 14" MIN REM REMODEL VERIFICATION N.T.S. REM HOLDOWN ANCHOR e FOUNDATION WALL MINIMUM STEM HEIGHT 7 REQUIRED TO ACCOMMODATE ANCHORAGE PER HOLDOWN SCHEDULE FOOTING L___ HOLDOWN W ANCHOR ED EMBEDDED STRAP I i DEEPEN FOUNDATION AS READ TO ACCOMODATE FOR HOLDOWN EMBEDMENTS INTO WALL 3"CLR I MHE1 MINIMUM HOLDOWN EMBEDMENT N.T.S. DBL 2x STUD EDGE NAILING N E F NEW TO EXISTING FOUNDATION HOLDOWN EDDED N.T.S. NEFD EMBSTRAP FTG @ WALL 1 PLINTH STUDS PER 8" MIN HOLDOWN SCHED 18" MAX 2" MIN FINISH GR EDGE NAILING (2) #4 @ w/ STD 1811 j HOOK IN FTG MIN FTG @ WALL CORNER 4811 MAX FTGA FTG ---- I 3" CLR 2x STUD BRG SOIL PEDESTAL ON ISOLATED FOOTING N.T.S. PIFA SW SHEATHING STRAP SHOWN Lvl�__t ii ARQUND CORNER HOLDOWN AT CORNER N.T.S. MHE HOCA SSS Number: s2005O23 Project Name: 21423 95th PI W Owner: Dan & Alasha Wartelle Project Location: 21423 95th PI W Edmonds, WA Design Professional: Design Lines M Lon N Q V) O H 0 J � U.JLn .-. c.e") N J IAJ Z E 0 V H HQ) cn " Ln u7 0 Z Li Z O to O V N Ln V) M O C Ft 427 ��. This space reserved for governing jurisdiction stamps ORIGIN DATE: 06/24/2020 REVISED: ---S2,2 - M Ln 0 0 0 ca ca Ln Ln Ln I 0 0 N RESUB Sep 25 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 REM. F_ 7 F2 L_ J SPREAD FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FTG. 8" DIAMETER PIF PLINTH, TYP F2 F2 F_ -1 F_ — 7 1 1 1 0 1 L_ J L_ — J FOUNDATION PLAN 1/4" = V-0° DO NOT SCALE - VERIFY ALL DIMENSIONS WITH ARCHITECTURAL SHEETS PRIOR TO CONSTRUCTION SSS Number: s2005O23 Project Name: 21423 95th PI W Owner: Dan & Alasha Wartelle Project Location: 21423 95th PI W Edmonds, WA Design Professional: Design Lines M Q N O H o oo vLULn J � � z E V O CD Lon� 07 G z u7 w N O V pl N Ln V) �M X O C Ft 427 C' 3 hAL This space reserved for governing jurisdiction stamps ORIGIN DATE: 06/24/2020 REVISED: ---S310 - RESUB Sep 25 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RJ> 4x4 w/ #PCZ @ TOP #ABU @ BTM k��> I I I I NQI I I 4x4 w/ #LCE @ TOP #ABU @ BTM #HUC (2) 2x10 (1-1) ADDITION EXISTING 40 w/ #LCE @ TOP #ABU @BTM #HUC :� DT DTC B CTP I I 2x10 BLOCKS FOR (2) BAY IN LINE w/ CLTR; EDGE NAIL BLOCKS I I WO @ 16"oc, TYP U.N.O. I 2x10 LEDGER w/ I (2) #SDS % x 3 @ 16" oc MAX, TO EXISTING RIM I I I 4x10 (1-3) I I I I I I I I I I u'] I l0 I DTC , �' m I I / 4x10 COLLECTOR EL 4x10 (1-1) i HATCHED AREA REPRESENTS 2x FLAT BLOCKS AT UNSUPPORTED EDGES: 10d @ 4" oc BOUNDARIES & ALL PANEL EDGES 10d @ 6" oc INTERMEDIATE FRAMING J O #PCZ @ TOP #ABU @ BTM ADDITION EXISTING 1st FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = V-0" SYMBOL LEGEND SLEXP See sheet S1. SSS Number: s2005O23 Project Name: 21423 95th PI W Owner: Dan & Alasha Wartelle Project Location: 21423 95th PI W Edmonds, WA Design Professional: Design Lines M Q N O H 0 J LonLn N J � � z E Uf�'� Lon ,L,n^ rVr^I z V/ 5 w rr� � 0 V 0) N Ln V) M O C Ft ,yr 427 C 4 This space reserved for governing jurisdiction stamps ORIGIN DATE: 06/24/2020 REVISED: ---S410 - RESUB Sep 25 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SYMBOL LEGEND SLEXP See sheet S1. WALL WALL WALL LINE LINE LINE A B D Armin A\I I rVIOTIEIA P> P?> 2nd FLOOR SHEARWALLS 1/4" = V-0" DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS -- I — I SSS Number: s2005O23 Project Name: 21423 95th PI W Owner: Dan & Alasha Wartelle Project Location: 21423 95th PI W Edmonds, WA Design Professional: Design Lines M O � O F--41 000 JI p w Ln Lon N J W z E V O H � Vi U) V) IQ Z Z W V� O U p1 C V) �V) X Uri O C Ft , C 23 % This space reserved for governing jurisdiction stamps ORIGIN DATE: 06/24/2020 REVISED: ---S411 - CV 0 0 0 rV N cn I ra cl') c.n I r1 0 0 N RESUB Sep 25 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT