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REV1 REVIEWED BLD2021-0111+LETTER & Structural_Calculations+1.18.2022_7.45.21_AM+2625380BLD2021-0111 W74 SOUND STRUCTURAL SOLUTIONS E N G I N E E R 5 1/12/2022 To: Naeem Iqbal, Kisan Enterprise LLC Rob Michel, Michel Design From: Evan Underbrink, PE, SE Re: 22814 Edmonds Way - Building C Stepped Diaphragm SSS# s2005012 REVISION W Jan 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT The townhouses have been redesigned to step 4-12" vertically at each of the party walls in order to more closely match the slope of the existing grade. Additionally, Simpson Strong -Tie no longer manufactures their old WSW strongwall models and they have been replaced with the updated WSWH strongwalls. Please see the revised plans dated 1/12/2022 for reference. If you have any questions or require additional information, please call. Attachments: Clouded Key Plans (11x17) REVIEWED BY CITY OF EDMONDS 24113 56"' Ave W - Mountlake Terrace, WA 98043 - Ph: 425-778-1023 - www.ssseng.com yr' 0 THREADED ROD COLLECTOR, TYP ODTTI Z SNEARWALL BELOW CTP2 COLLECTOR TO TOP PLATE UN.T.S. CTPB BOUNDARY NAILS COLLECTORTRUSS HIP 2x9 BLOCKS GIRDER TRUSS OJW x 3X' NAILS @ 3"a TYR MEA HTO ROOF SHEATHING xCS16 STRAP wI (13) 0.148" x 2y" NAILS MIN. TO EACH MEMBER SEC TIONA A xLSTA24 wl MIN (9) - Uld DIAPHRAGM FASTENERS PER MEMBER U.N.O. COLLECTOR COLLECTOR BEAM I COLLECTOR SPLICE N.T.S. DBL 2x STUD EWE NAILING HOLDOWN EMBEDDED - COLLECTOR GIRDER WALL STRAP 4�TRUSSTRUSS xGS1fi STRAPwI (13)O.145'x 2 i2 NAILS HIM. TO EACH MEMBER SHEATHING PER SCHED STUDS PER HOLDOWN SCHED SHEATHING PER EDGE NAILING SCHED WALL BRING SECTION B-B 2x STUD ROOF DIAPHRAGM oLS50 @ SHEARWAULS PER SCHED PER STRUCT NOTES EDGE NAILS SOLIDjr,H2.51AIN *H1@ xH2.5A@ BUNGOF SHEARWALLS ALL ROOF WALLS MEMBERS ALLS SHEARWALL w/ TRUSS OR RAFTER BEARING a b CS2 COLLECTOR SPLICE SWR SHEARWALL ROOF CONNECTIONS N.T.S. CSAC N.T.S. SWRA DTC COLLECTOR SHEARWALL 518"0 x B" LAGS it 6"a CTS COLLECTOR TO SHEARWALL N.T.S. CTSBA ]7�41ER - SW SHEATHING b STUD HOLDOWN ANCHOR CSB2 COLLECTOR SPLICE TO BLOCKING PLAN VIEW SSHEATHING PER N,r.s. DSW DBL SIDED SW AT ADJOINING WALLS HOC HOEDOWN AT CORNER BOUNDARY NAIL ALONG BOUNDARY NAIL ALONG U N.T.S. DSWA U N.T.S. HOCA LENGTH OF COLLECTOLt LENGTH OFO3LLECTOR COLLECTOR DIAPHRAGM PER STRUL7 NOTES INTERMEDIATE FRAMING ABUTI7NG PANEL EDGES DTC DIAPHRAGM TO COLLECTOR UN.T.S. DTCA MSTC STRAP — yw 9%6 HTTSKT T bvb HDU14 L STRAP MAYBE LOCATED ON INS DE MSTC STRAP -(A) HDU14 A HTT5KT A PARTY WALL MST TOP PLATE 3 (3)2x STUDS U.N.O. r,xj" 9%" STRAP WALL STUD OR POST ZZ �I (9x MIN) o �� ° — � ADIA�TTD2xa coNTINLxus T PARTYWALLS TOP PLATE; NO 64 GAP BREAK AT GAP STHD14 HDUl1 411 U.N.O. NO' 4x MIN EXTERIOR TOP PLATE PARTY WALL CONSTRUCT IS CONTINUOUS END SND EXTERIOR WALL P�RI� AL ACROSS GAP FREeocKNG STHD14 A HDUII A HDU8 A MST STRAP -(A) PLAN VIEW ELEVATION VIEW- SECTIONA-A EPI EXTERIOR WALL & PARTY WALL INTERSECTION UN.T.S. HOLDOWNS N.T.S. HDNA DIAPHRAGM PER WAILS PER STRULT NOTES SW SCHED WALL BASE WALL BASE EDGE NAILS PLATE CONN FLU RIM/BLKG PLATE CONN (SW ABOVE) (SWABGVE) (OR ROOF GABLE) SOLID BUNG OR DIAPHRAGM PER COLLECTOR STRUCT NOTES RIMIBLKG EDGE NAILS PROVIDE xA35 PER EDGE NAIL PROVIDE SLK'G @ 48'a SW SCHED (SW BELOW) SLAG @9' a w'I)015RWALL DOUBLE -SIDED SHEARWALLS, wI JOIST -WA I PARAJlE1 INTERIOR SHEARWALLS, & PARALLEL ENTERIOR SHEARWALLS ERT SHEARWALLS 0 CANTILEVERS SHEARWALL TO FLOOR TO SHEARWALL SWF SHEARWALL FLOOR CONNECTIONS N.T.S. SWFA WALL BASE WALL WALL PLATE CONN PER SW SCHED DIAPHRAGM PER ANCH PER STRUGT NOTES SW SCHED RIM/BLXGVPERSWSCIED ANCH PER 2. SILL U.N.O. SW SCHED PER SW SOLED EWE NAILS2x SILLU.N.O. IIN FDN SHEARWALLS TO FOUNDATION SHEARWALLS TO FLOOR TO FOUNDATION SWB SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS N.T.S. $WBA (8) 16d EVENLY SPACED, l6d@16"a TYP U.N.O. TYP FACE NAILS MIN 2x 4'-0" MIN SPLICE TOP PLATE SPLICE BEAM DISCONTINUOUS xCS16 w/, D&TOP PLATE (13)Bd NAILS FA END POST 7Mvl- DISCONTINUOUS DBL TOP PLATE TPS DOUBLE TOP PLATE SPLICE UN.T.S. TPSA SHEARWALL CRIPPLE STUD EH— = ROM o/I IIIIIIII�IIIIIIIF%///�IIIIII%///////�IIIIIII %//////�IIIIIII�I�IIIIII ■�I�I■ Fri 0oIIIIII00fIIIIII � I■I■I■ � 0 el/I/II II/I� II/I��aol II/I` II�I� •�, I� I� 0 II/I/II II/I/II II/I II L4"x4"IS THE MAXIMUM PENETRATION `CRIP%ESTUD '\—.PLATE SWBSWF OR HOLE THAT CAN BE ADDED TOA SHEARWALL SWE SHEARWALL ELEVATION UN.T.S. DRDDD Sss N m er: s2005012 Project Name: 22814 Edmonds Way Owner: IOsan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design M V) N rl C8 J _ N N J v Z E F— o ., N a) m G z u) � 3 vC:pi W 3 V a) N 0 C This space reserved for governing jurisdiction stamps ORIGIN DATE: 6/15/2020 REVISED: 1/12/2022 S2 FLUSH RIM LSL RIM IS NOT INCLUDED IN THE FLUSH RIM HEADER DIAPHRAGM WAILING (TYP) Y<x 6 35DS SCREW @ 16' a �RWF DIAPHRAGM DOUBLE TOP LATE TO 4. SLKGATSHFARWALL 41- TRUSS INTERSECTING ]CENTS 3A35 PER SW I ll+ OVER BEAR IN HANGERS L65 ERR OPENINGS TRSCHEDULE OV NAIL SHEATHING TO RIM OVER OPENING 3A35 @ 49' a 4x4 BLKG w/ 0.148 x 3" NAILS FRH FLUSH RIM HEADER, TYP 1'OSB ALLAN SHEARWALL PARTY Wll GAP SHEATHING L-iN.r.S. FRHA PWR PARTY WALL SHEARWALL @ ROOF NTS 1"GAP WALL BASE PLATE NAILS 1" GAP WALL BASE PLATE NAILS SHFARWALLA&JVI DIAPHRAGM NAILING SHEARWALL ABOVE DIAPHRAGM NAILING DIAPHAAGM DAPHRAGM y x 6 tSDS SCREW @ 16" ot Yn x 6 sSDS SCREW @ 16' a RIM JOIST TO DOUBIETOP RIM J015'T TO DOUBLE TOP ]CENT PIATEAT SHFARWALL:��J ]OISr PUTEATSHFARWALL 3A3S PER m JOIST 3AT5 PER SW ]06T SCHEDULE SOIEDUIE 22x RIMISOUD BLOCK S I II II 2- 2K RIMrOLID BLOCK l II — SHEARWALL A4 II SHEARWALL SHEATHING SHEATHING STEP LESS THAN 12" 12" DIAPHRAGM STEP PW PARTY WALL SHEARWALL UNTS GIRDER TRUSS FGTBJ GIRDER TRUSS BRACE UN.T.S. BEAM & 3C516 wl(16)10d REQUIRED STUDS PS SHOWN BEAM 2x4WALL 2x6 WALL 4x &2-2x (SAWN) ?%x (GIB) (2) 20 (2) 2x6 3YgM9 6x & 3-2x (SAWN) 9'a (G1B) O) 2x4 (3) 24 9Sx (MANM 8x (SAWN) 6'/,e (GIB) H) 2x4 (4) 2x6 ( STUDS GIRDER TRUSS (3) 2N4 0) 2x6 REQUIRED TRIMMERS KING HFAOEA 2x4WALL 2x6 WALL STUD HEADER 4x & 2-2x (SAWN) $'ex (GLL) 2x4 26 3�x(MANF) 6x & 3-2x (SAWN) REQD 5%¢x(GLB) -- (2)29 TRIMMERS 5i'xx(MANF) 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 �-J N.T.S. PER MANUFACTURER BOTTOM OIORD OFTRU55 LL'MIN BEAM 6&BLOCKING 11 BEAM OR TOP CHORD OF IN_ 2x RAT NKG GIROERTRL65 TOP CHORDS CSB COLLECTOR SPLICE TO BLOCKING N.T.S. FOR PSI & LSE, HOLES MUST BE ROUND AND ARE LIMITED TO 2' DIA UNLESS APPROVED BY THE ENGINEER DO NOT MAKE PENETRATIONS OR NOTCHES MINIMUMSPAQNG IN THE SHADED AREA OF THE BEAM WITHOUT SHALL BE 2x THE rPENETRATIONSIN THISAREADONOT PRIOR APPROVAL OF THE ENGINEER DIAMETER OF THE / REQUIRE APPROVAL FROM THE ENGINEER URGER HOLE Yx DEPTH DEPTH yDEPTH O i i Y,SPAN —i j SPAN + hSPAN SPAN BP BEAM PENETRATIONS, TYPICAL DETAIL UN.T.S. BPAA #TOP xPSPN516 w1 &16d NAILS INTO HING 49N,158 w1 TOP PLATE, E.S. BASE NAILINTO PLUMBING &-. NAIL E TO rvEQUI As REQUIRED WALL STUD, TIP WALL STUD, YP ELEVATION VIEW TOP PLATE NOTCH BOTTOM PLATE NOTCH PLAN VIEW PLAN VIEW RTT RAFTER TO TRUSS POF PENETRATION OF FRAMING - EXTERIOR WALL N.T.S. N.T.S. FLOOR DIAPHRAGM STIES �_I BEAM PER PLAN J 4x12 BTM FWSH @ LANDING 0UC HANGER LANDING 4x STUD MIN SECTION A -A BEAM HUNG FROM BEAM N.T.S tC514 COILED STRAPWI 3C514 COILED STRAP w1 (30)0.1Qx2Sf NAILS (30)o.198x 2%NAILS - 4x4 CRIPPLE STUD 4x9 CRIPPLE STUD PFRPW4 4x12 BIM FLUSH ® 12" MIN SECTION B-B SSS Mum er: s2005012 Project Name: 22814 Edmonds Way Owner: LOsan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design IBMG This space reserved for governing jurisdiction stamps <514 COILED STRAP w1 (24) 0.148 x 2% NABS CANTILEVER BEAM FIRMS 3MSTC4BB3 BENT STRAP wl ORIGIN DATE: 6/15/2020 (56) 0.148 x 3 NAILS REVISED: 1/12/2022 FHF FRAMING HUNG FROM FRAMING ABOVE S N.T.S. FHFA 3 � FOUNDATION WALL —?DEEPEN MINIMUM STEMREQUIRED TO ACCOMMODATEANCHORAGE PERHOEDOWN SCHEDULE FOUNDATION AS REQD TO ODATE FOR HOEDOWN L — — MENTS INTO WALL MHE MINIMUM HOLDOWN EMBEDMENT N.T.S. MHE HOLDOWN POST � 2" TYP �" Gt BEAM A.B. PER PLAN A.B. PER RAN FOOTINGS MINE 2", TYP 7', MIN STEM WALL SHALL T BE 2'-0" DEEP MIN 1tl (2)#4 HORIZ CONT MATCH HORQm @TOP OF WALL SID 9T HOOK INTO REINF ti 1}" CLC, INTERSECTING GR BEAM 1'-6" CORNER BAR@ALL TYP Ry'x3"x3" OUTER REINF 1'4M' A36 BIG PLATE wI DIL NUT 4 � (4)Y4xl le 4 WALLS r REINF SECTION A -A SID 9V HOOK I MATCH HORIZ REINF �. INTERSECTING GR BEAM ALTERNATE EA BAR 1-6" CORNER BAR D All OUTER REINF I I REINFORCEMENT AT INTERSECTIONS l__J N.T.S. RIAA FOOTING SCHEDULE CENTER UNDER CONCENTRATED LOAD U.N.O. IOCRIM SIM REINFORCEMENT ID WIDTH {Tramversej LENGTH (Inigttude) ETHICIQVE55 LONQTUDE TRANSVERSE F2 2'-0" 2'-0" 3 #4's FRFAJ REINFORCED FOUNDATION ANCHOR �_J 3/4^ = V RFAC W II AC n6"MIN &18"MAX FORIZ VERT E H P'CIAD VERT & LONGITUDE REINF DOWEL TRANSVERSE REINE POST TO FTG DOWEL* Uy BID HOOK T FTG@WALL >.�'.�/ THICKNESS S a60IL&SIAB'w COVER FIG T � D COM SCHEDULE AC1318-14 fWGBR 4s 20003500.458H 1-59051A.35-0.5 AF0 D K A BC W WDIMENSIONS 10 0 50 8 66 48 10 0 20 8 8 36 REINFORCEMENT *2 H (Turf) WW6 2 *3 (,N) lAP ON) V.— _,, 2 ON) ON) LoNs ON) TOE (w) FEEL V.) XEY Om 870 Y5@7 24 #5014 X44012 w4@8 w5@7 NR NR 40 k4 ® 8 20 w4 ®12 w4 ®12 w9 A@ 8 w4 AA 8 NR NR 40 #4@l0 20 #4@18 #4AD12 Y4@8 NR NR NR * 1 Racoverre4urc "om;2"[o ' i 00W EL ana VERr mayrbe [M1e same Oere Pmveea rbe sre ma spacbg of Me OOW EL s 3�E>mee me oowE; m wN,m r' ame TOE ease LENGTH WIDTH (LONGITUDE) FTG @WALL CORNER BRGSOIL� (TRANSVERSE) � � •,:�� TIDE - PLYNTH ON FTG FTG FOOTING, TYPICAL FWC CANTILEVERED FOUNDATION WALL UN.T.S. FTGA U N.T.S. FWCB ,i 3' OA ---16" `BIG SOIL TSF THICKENED SLAB FOOTING N.T.S. TSFA (2)K4 DORT P.T. SILL PLATE &A.B. @TOP OF WALL CONC STEM WALL CIRD ON FrG, U.N.O. 1-6 MAX#4 @ 16"a 2,,0"30"MIN J16'. DOWELS wI MAX 14' EKTMONBETWEEN INTO WALL&STD GRAM HOOK IN FTG MIN RIM 00 @ BTM OF WALL CONC FIG •��-� 16" x 8" wl . 3" CIA (3)44 CUNT _�IiG SgIN II III IIII U.N.O. ,- NOTES: -CENTER VERTS AND DOWELS IN STEM WALL -DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN EMBEDMENTS -DEEPEN EXCAVATION TO PROVIDE MINIMUM FOOTING DEPTH f FWX I FOUNDATION WALL - STEM N.T.S. FWX 94 CONTwIin P.T. SILL PLATE TOP 12"Of WALL &AB. CONC STEM WALL 8' U.N... 11.ON HIS, I.N.D. #4@48"a� 16"MAXMIN V17iT 6" #4@48"a I.0" W MAX #4 AT BIM If EXTENSELS 14"EKTENSION BETWEEN CONIC SLAB� INTOWALL&STD GRADER IB" r#A unnrs, HOOK IN EEG I MIN l6"x8"wl� un (2)4 4 CONT III-�Ly�,i II=III U.N.O.-�ITnYI l lll- NOTES: -CENTER VERTS AND DOWELS IN STEM WALL -DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOEDOWN EMBEDMENTS FWS I FOUNDATION WALL -STEM SSS li r. s2COSO12 Project Name: 22814 Edmonds Way 0.ner: IGsan Enterprise LLC Project Lo bon: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design rn 4n N O xn O .ti J v sJ W v z E F_ O Ce I—a) z 3 L^ W 3 V C N 0 C UN.T.S. FWSC 8' U.N.O. P.T. SILL PLATE #4 COM wfn &AB. T s space reserved for TO14 OFWAII CONIC SLAB ON GRADE er 'ng jurisdiction stamps VARIER ^� CONCSTEMWALL CIRD ON FTG, U.N.O. l6"MIN DEEPEN AS #4@48'a i�i/ i Y4@ � \ DOWTBswI REQUIRED FOR HOIDOWN 14'10N ANCHOPS INTOO WALLWALL &STD #4 AT BIM HOOK IN FTG �v CONC FTG 30"xl0"wl 3 CLR (3T #4 COHr' U.N.O. Ijll1I�1II11111111=1IIII III iil 11 _= G IN DATE: 6/1112020 NOTES: R VISIED: 1/12/2022 -CENTER VERTS AND DOWELS IN STEM WALL -DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN o o EMBEDMENTS FWSP FOUNDATION WALL - STEM (@ PARTYWALL) J/a N.T.S. FWSIU DIAMETER LENGTH HIS ON HIGH STRENGTH MODELS HEAVY HEX NUT LENGTH FIXED IN PLACE ON ALL WSW -AB ANCHOR BOLTS 1, HEAVY HE( NUT PLATE WASHER HEAVY HEX NLTT WSW' MODEL NO. DIAMETER LENGTH 4 PANEL MODEL WSWH18 W'SWHAB1x30 t' 30' : FROM SIMPSON "https://embed.widentdn.negpl/plus/ssttoolbordzi9rub5hpl/WSW1.pdr SWAB STRONG WALL ANCHOR BOLT N.T.S. INSET SIRONGWALL TEMPLATE 2' Zr MIN COVER STRONG WALL DESIGN NOTES 1. STRONG-WALM HIGH STRENGTH WOOD SHEAAWALL IS MANUFACTUREDANDTRADEMARKED BY "SIMPSON STRONG -TIE COMPANY INC." HOME OFFICE: 5956 W. LAS POSRAS BLVD., PLEASANTON, CA 94588 TEL: (800) 999-5099, FAX: (92S) 847-1597.'SIMPSON STRONG TIE COMPANY INC." IS AN ISO 9001-20M REGISTERED COMPANY. 2. USE OF THIS PRODUCT IS SUBIECTTO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. 3. THIS PRODUCT 15 PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE SIRUCNRE, DESIGN OF THE BUILDINGS 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. SINGPlEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANYCOMPONENTSFORTHESIRONG-WALL SB SYSTEM, IF ANY DISCREPANCIES ARE FOUND, THEY SHAILBE BROUGHT TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. 6. INSTALLATION OF PRODUCT SMALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARETHE SOLE RESPONSIBILITY OF THE DESIGNER. 7.ORSON STRONG -TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. B. ALL HARDWARE CALLED OUT IS SIMPSON STRONGTIE. 9. SEE ICC-ES ESR-2652 OR CITY OF LOSANGELES RR25730AS APPLICABLE FOR ADDITIONAL INFORMATION. NO HOLES ALLOWED IN TOP B'OF NO HOLES ALLOWED IN TOP B"OF EDGE DRILL ZONE PANEL PANEL MmDLEij OF PANEL THICKNESS FACE DRILL ZONE FACE DRILL ZONE CENTER 4%-OF PANEL FACE AS HOLES MAINTAIN 15$" MIN. EDGE DISTANCE SHOWN • MAX. THREE HOLES IN FACE FROM CHASE AND OUTSIDE EDGE, I2 ABOVE EXISTING HOLE, MIN. AND THREE IN EDGE. TYPICAL xWSWH-TPIB FASTENER QUANTITY: • Y4^-DIAMETER HOLES, MAX. SM16150: 26 • VO.C., MIN. SLWS25600:4 71' NO FACE HOLES ALLOWED IN LOWER ATTACH*WSWH-TP PLATE (PROVIDED) ON ONE SIDE ALIGN*WSWH-TP NOTCHES WITH PSTALL*SDSj4'x 6' SCREWS AN <' 46"OF PANEL 24" ONLY WITH A COMBINATION OF*SDSY1'xfi"PND BOTTOM OF TOP PLATE PREVENTS NO EDGE HOLES ::' *SWS16150 CONNECTOR SCREWS. ANGLE THAT THEM FROM EXITING SIDE OF FRAMING; APPROX 30°, TYR ALLOWED IN LOWER® HOLES~® 26' OF PANEL ® 4%'-DIA HOLES, MAX. ® HOLES FOR *SWS16150 • MAX. OF TWO 4s/"-DMA. HOLES OR PANEL ONLY ONE 4y"x1Y HOLE. • MAX. OF ONE 4Y,'XV HOLE INSTALL WSWHTP LSLCOUECTOR • NO MINIMUM ON -CENTER SPACING • 8' FROM TOP OF PANEL, MIN. ON EXTERIOR FACE REQUIRED. ALLOWABLE SMALL HOLES ALLOWABLE LARGE HOLES FACE AND EDGE DULL ZONES IN ADDITION TO ALLOWABLE SMALL ISLCOIIECTOR *SD575600 NOTES: HOLES 1" DIAMETER 1. FOR HEIGHTS NOT LISTED, ORDER THE NET TALLEST PANEL AND TRIM TO FR. MINIMUM TRIMMED HEIGHT DOUBLE TOP MATE BYSQ'DEEP *WSW PER PLAN FOR ALL PANELS IS 74W'. 2. ALL PANELS COME WITH TWO PRE ATTACHED HOLDOWNS, TWO STANDARD HEXNUTS, TWO STRUCTURAL %"MAY WOOD SHIM COUNIERBORE WASHERS, TWO *WSW -TOW PLATES AND INSTALLATION INSTRUCTIONS. OPTIONAL t' DIAMETER BYj4' DEEP SECTION 3, ALL PANELS ARE 3W'TICK COUNTERBORE TZH TRIM ZONE AND ALLOWABLE HOLES SWT STRONG WALL TOP CONNECTION N.T.S. N.T.S. 8" MIN STEM WALL PER DETAIL FWX (TOTAL OF 4 PER STRONGWALL) 2" MIN COVER EA SIDE OF ANCHOR REINFORCEMENT 2'-4MIN 3" I.D. 10"MIN 3„ COVER FTGTHICKNESS 'T IX QS ON 24' ITS WIDTH U.N.O. ) STRONG WALL ANCHOR REINFORCEMENT N.T.S. DO NOT INSTALL #WSWH who TEMPLATE DESIGN NOTE WSWH DESGNEDTO PROVIDESa' GAP BEM'EEN ISLAT BASE OF WSW AND CONIXETE. ENSURE CONO2ETE IS LEVEL AND SMOOTH BENEATH PANEL GRIND OR FILL PS NECESiARY. ALL 1 THE STRONGWALL PANEL MUST BE INSET 2" FROM THE OUTSIDE FACE OF THE CONCRETE STEM. *WSWHSTRONG WALL INSTALLED ON MACE WSW124OVER THE ANCHOR BOLTS AND SECURE WITH ANCHOR BOLTS PER MANUFACTURERS WASHER AND HEX NUTS (PROVIDED). SNUG TIGHT FIT REQUIRED, RECOMtENDI�i�j N IMPACT WRENCH. USE IV WRENCH FOR 1" NUT A(2) PAIRS OF #3 FL41RPINS PER HAIRPIN PLAN HEXNUTAND MIN EDGE DISTANCE STRUCTURAL WASHER3^ TO END OF CONCRETE MY [D STEM WALL MINIMUM EXTENSION OF ANCHOR SPACING +2' wA 1'4" MIN OVERLAP OFANCHOR REINFORCING EACH *WSWH ANCHOR INSTALLED BETWEEN A PAIR OF ANCHOR REINFORESNENT HOUNS FIELD T1E AND SECURE HAIRPINS DURRING CONCRETE PLACEMENT HAIRPIN PLAN 10'x 24' MIN FOOTING 8" MP! STEMWALL PER DETAIL SWAB PER DETAIL FWX SWFC STRONG WALL FOUNDATION CONNECTION N.T.S. SSS Humber: s2005012 Project Name: 22814 Edmonds Way Owner: IOsan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design This space reserved for governing jurisdiction stamps ORIGIN DATE: 6/15/2020 REVISED: 1/12/2022 S5 10 F2 r I J I SSRIDI4 I I TSF I I I —J _ I I - I I _ I I Y-F (RE I TSF I I I I I I I I I I I I 4'sIAl3IXJ GRADE w1 6x6 W1.4x WL4 S W.W.F. I I I I I I I FWS I I I I I I I I I I I I I I I FN0( J I I I SSIHDI4 I LF�---------s ---z r —L UNIr9 r — -- -- - L_ I I �--7 TSF I / I I +e,-6" I I w130k10" FfG 4"SUB ON GARDE wT 4PARTY WALL I-- bx6 W14x W1.4 I TSF I I I I I I I I s� SRh7 FWS I I I .1. 11.O.G I I I I I I I I I SSTH DH I FWAX F2 L — _ r---------z 7" HRSRT W xWSWH A.B. - V 0 RCEMENT PER AA CEMENTS4RY �TH 1�� FOR THIS UNIT 10 NO RETROFR oPnOMs. FOUNDATION PLAN 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 OUSFOOTING See CONCRETE and REINFFORCINGCING BAR speclFlcatlons per DETAIL FWS. SPREAD FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FIG. L A CONCRETE WALL AND CONTINUOUS FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FWX. L_ I I � TSF I I I I� _ _ wro wu.axrvu.c u W.W.F. �J TSF FWS I I F2 OSTHD14 zartr -7L —L 1/4" = 1--0" DO NOT SCALE -VERIFY ALL DIMENSIONS WITH ARCHITECTURAL SHEETS PRIOR TO CONSTRUCRON UNIT11 SSS Number. s2005012 Project Name: 22814 Edmonds Way Owner: IOsan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design This space reserved for governing jurisdiction stamps ORIGIN DATE: 6/15/2020 REVISED: 1/1212022 S6,1 FOUNDATION PLAN 1/4" = 1'-0" DO NOT SCALE -VERIFY All DIMENSIONS WITH ARCHITECTURAL SHEETS PRIOR TO CONSTRUCRON 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 OUSFOOTING See CONCRETE and REINFFORCINGCING BAR speclFlcatlons per DETAIL FWS. SPREAD FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FIG. L A CONCRETE WALL AND CONTINUOUS FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FWX. EA 4 SSS Number. s2005012 Project Name: 22814 Edmonds Way Owner: IOsan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design This space reserved for governing jurisdiction stamps ORIGIN DATE: 6/15/2020 REVISED: 1/12/2022 S612 am 1st FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = 1'-0" SYMBOL LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PR03ECTION 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. tH01DOWN 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 HOLDOW N 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) shall be 2-2x12 at joists u.n.o. Reference detail FRH for installation of the flush rim header. JAL u HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan. ]GIST, 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. tSTHD14 l Y, x 11 Y LSL PW W "T11360 I6"o[ 4x8 g LANDING TYP U.N.O. l%xllr C52 5V� SIMPSON STRONG WALL OSTHD14 3WSWH16x6 3 7x11%PSL(14) DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS SSS Number. s2005012 Project Name: 22814 Edmonds Way Owner: IOsan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design M V] N O h O '-i J _ V) N N J v Z E F_ 0 Fa N v CM z N � 3 L^ W 3 V C N Mum0 C This space reserved for governing jurisdiction stamps ORIGIN DATE: 6/15/2020 REVISED: 1/1212022 STI 1st FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = 1'-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 PRO]ECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. tH01DOWN 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 HOLDOW N 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) shall be 2-2x12 at joists u.n.o. Reference detail Pill for installation of the flush rim header. JAL u HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan. ]GIST, 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. a a 1 SSS Hrn r. s2OOS012 Project Name: 22814 Edmonds Way Owner: IGsan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design M V] N O h O '-i J _ V) N N J v Z E F_ 0 Fa Ce N v G z N � 3 L^ W 3 V C N C This space reserved for governing jurisdiction stamps ORIGIN DATE: 6/15/2020 REVISED: 1/1212022 ST2 2nd FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = V-0" DO NOT SCALE - REFER TO ARCHITEMRAL SHEETS FOR DIMENSIONS SYMBOL LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PR03ECTION 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. tH01DOWN 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 HOLDOW N 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) shall be 2-2x12 at joists u.n.o. Reference detail FRH for installation of the flush rim header. JAL u HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan. ]GIST, 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. SSS Hrn r. s2005012 Project Name: 22814 Edmonds Way Owner: IOsan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design M N O '-i n n N N 7 This space reserved for governing jurisdiction stamps ORIGIN DATE: 6/15/2020 REVISED: 1/1212022 S8, 1 2nd FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = V-0" DO NOT SCALE - REFER TO ARCHITEMRAL SHEETS FOR DIMENSIONS SYMBOL LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PR03ECTION 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. tH01DOWN 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 HOLDOW N 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) shall be 2-2x12 at joists u.n.o. Reference detail FRH for installation of the flush rim header. JAL u HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan. ]GIST, 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. a a 1 SSS Hrn r. s2005012 Project Name: 22814 Edmonds Way Owner: IOsan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design M V] N O h O '-i J _ V) N N J v Z C F_ 0 Fa Ce N v G z N � 3 L^ W 3 V C N C This space reserved for governing jurisdiction stamps ORIGIN DATE: 6/15/2020 REVISED: 1/12/2022 S812 3rd FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = 1'-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 PR03ECTION 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. tH01DOWN 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 HOLDOW N 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) shall be 2-2x12 at joists u.n.o. Reference detail FRH for installation of the flush rim header. JAL u HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan. ]GIST, 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. SSS Number. s2005012 Project Name: 22814 Edmonds Way Owner: IOsan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design M V] N O h O '-i J _ V) N N J v Z E F_ 0 Fa Ce N v G z N � 3 L^ W 3 V Mum, N C This space reserved for governing jurisdiction stamps ORIGIN DATE: 6/15/2020 REVISED: 1/1212022 S91 � 3rd FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = 1'-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 PRO]ECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. tH01DOWN 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 HOLDOW N 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) shall be 2-2x12 at joists u.n.o. Reference detail Pill for installation of the flush rim header. JAL u HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan. ]GIST, 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. a a 1 SSS Hrn r. s2OOS012 Project Name: 22814 Edmonds Way Owner: IGsan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design M V] N O h O '-i J _ V) N N J v Z E F_ 0 Fa Ce N v G z N � 3 L^ W 3 V C N C This space reserved for governing jurisdiction stamps ORIGIN DATE: 6/15/2020 REVISED: 1/12/2022 S912