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;PSPNSifi w/ <br /> SHEARWALL BOTTOM PLATE &16d NAILSINTO <br /> ;PSPN58 TOP HATE,E.S. OPSPN58 w/ <br /> Ft00RSHEATHIN PLUMBING 1-8d NAIL INTO <br /> BASE PLATE,E.S. <br /> PLUMBING SHEARWALLSHFARWALL <br /> FLOOR <br /> ; MIN <br /> PSPN516 Lem NCH AS <br /> REQUIRED <br /> AS <br /> RED SSS Number: <br /> 1 DBLTOPPIATE WALLSTUD,TYP 1'/1_NT_yP <br /> STUD, <br /> ROOF DIAPHRAGM ;ES50 SHFAAW s2403007 <br /> PER SCHED Project Name: <br /> BOUNDARY NAILS SHEATHING PER ELEVATION VIEW TOP PLATE NOTCH BOTTOM PLATE NOTCH PERSTRUCTNOTES 60'Pratt Duplex <br /> PER NOTES NOTES PLAN VIEW PLAN VIEW EDGE NNEJr*H2.5A <br /> 30°MIN POF PENETRATION OF FRAMING-SHEARWALL Owner: <br /> DBHAT NK wI kHt® KLP,Iac <br /> DBL ROW OF Li N.T.S. Soup9N SHEARWALLS3H2.SADBOUNDARY NAILS BLKGOOF ALLNCOF <br /> W� MEMBERS <br /> ALLS <br /> TRUSS project Location: <br /> W BRACE U48"°cw/ 1606 106th PI SE, <br /> ;A35 AT 9TM (8)16d EVENLY SPACED, Typ FAUN SHEARWALL wI TRUSS OR RAFTER BEARING � Everett,WA <br /> TYP U.N.O. 7YP FACE NAILS BEAM <br /> D15C0NQ00� '�'fi"/ SOUR SHEARWALLROOFCONNECTIONS Design Professional: <br /> GEB GABLE END TRUSS BRACE DBLTOP HATE (13)Ed NAILS FA END n <br /> LiN.T.s. GEBA P06T N.T.S. SWRA [Joseph Tracy] <br /> ;CS16 w/MIN(11)-106 MIN D< <br /> FASTENERS PER MEMBER <br /> DIAPHRAGM U.N.O. <br /> 2c4RATONRTGGIRSD20oc SHEARWALL SW BASE HATE SHEARWALL <br /> SW BASE PLATE SOLID BLKG OR NAILS PER SW SCHED <br /> L�4'-0•NIN <br /> BOUNDARY NAILS OF GPIi NOTCH TO END <br /> CH O RD I SPICE � 7 SHEATHING SPLICE <br /> DIAPHRAGM <br /> PER STRUCTURAL NOTES SHEATHING SPLICE MFG GABLE-END TRUSS DRAG TRUSS WALL BASE PLATE CONN <br /> TRUSS FOR TOP PLATE SPLICE DISCONTINUOUS DBL TOP PLATE <br /> OUT RIGGERS SHEATHING PER NOTES Zx4 BLOC( 2x4 BLOCK M <br /> COLLECTOR COLLECTOR 4/7 0 <br /> Z O <br /> (2)16d AT EA SHEATH PER SW BLW SHEATH PER SW BLW �H ut 00 <br /> OLRRIBEAM FASTENERS PER MEMBER TPS DOUBLE TOP PLATE SPLICE EDGE NAILB,TYP EDGE NAT�,TM o w <br /> Ln <br /> DIAPHRAGM U.N.O. FASCIA GABLE END TRUSS TRUSSJ U N.T.S. TPSA GEB xn N <br /> GEB SHEATHING SPICE MFG BUSS SHEATHING SPLICE SW SCHM w <br /> SHE41 WALL SHFARWALL� J„ v <br /> COLLECTOR muEcroR PENETRATIONS IN THIS AREA DO NOT SHEARWALLWITHBEARINGTRUSS SHEARWALLWITHTRUSSPARALLEL DOUBLE-SIDED SHEARWALLS, = a <br /> I'W'MAX 2'.0",MIN REQUIRE APPROVAL FROM THE ENGINEER INTERIOR SHEARWALLS,& <br /> SPLICE OPTIONAL STRAP DD NOT MAKE PENETRATIONS OR NOTCHES HOLES MUST BE ROUND AND AM LIMITED TO EXT SHEARWALLS @ CANTILEVERS to <br /> oAnow IN THE SHADED HEBFAMWITHOUT MIN CEARSPACING 1j?OORY;pDEPTHOFMEMBER,UNLESS SWF SHEARWALL FLOOR CONNECTIONS z z 3 <br /> PRIOR APPROVALOF THE ENGINEER SHPIL BE BZ THE APPROVED BY THE ENGINEER <br /> CS COLLECTOR SPLICE rOAE OUTRIGGER AT EAVE DIAMETEROFTHE <br /> U8 LARGER HOLE �—VR-- N.T.S. SWFB 0 w 3 <br /> N.T.S. CSAC N.T.S. OAEE w+ <br /> A-12 0 <br /> DEPTH 2 0 0 0 <br /> u <br /> DBL2x STUD WALL BASE WALL <br /> 4d/4 WALL PLATE CONN N <br /> BOUNDARY NAIL ALONG BOUNDARY NAIL ALONG EDGE RAILING SW SHEATHING ANCH PER PER SW SCHED DIAPHRAGM PER <br /> LENGTH OF COUECIOR LENGTH OF COLLECTOR �L/8 T t/2 -'T`LIE SW SCHED STRICT NOTES <br /> 0.14BAT"TOENAIL 06"ac DIAPHRAGM RIM/BLKG ANON PER <br /> NANNG TO FULL L SW SCHED <br /> WUECTOR DEPTH <br /> BLOCIONG HOEDOWN GLB PER SW SCHED EDGE NAILS C <br /> OVER BEAM EMBEDDED 2xSLLU.N.O. <br /> DIAPHRAGM PER DROP BEAM PER SW SCHED <br /> STRICT NM STRAP MIN CLEAR SPACING TUN � <br /> INTERMEDIATE FRAMING ABUTTING PANEL EDGES DROPPED BEAMS DO NOT MAKE PENETRATIONS OR NOTCHES SHALL BE2cTHE <br /> $ P$HO IN THE SHADED AREA OF THE BEAM WITHOUT DIAMETER OFTHE PENETRATIONS IN THIS AREA DO NOT <br /> AR UNDCO ER PRIOR APPROVAL OF THE ENGINEER LARGER HOE SHEARWALLS TO FOUNDATION SHEARWALLS TO FLOOR TO FOUNDATION �p,N UNp <br /> REQUIRE APPROVAL FROM THE ENGINEER 4` W. f� <br /> DTC DIAPHRAGM TO COLLECTOR STUDS PER a9 <br /> HOEDOWN SCHED SW SHEATHINGDEPTH <br /> SWB SHEARWALL BASE PLATE&FOUNDATION CONNECTIONS <br /> N.T.S. DTCA - <br /> EDGE NAILING DEPTH jf DEPTH O <br /> �� � p N.T.S. SWBA 'O.po` ssaos <br /> jj DEPTH je �fSS/ONAL <br /> BEAM&;616 EXTENT OF EXTENT OF a�p� <br /> w/(16)Lod REQUIRED STUDS o spAA�� spAN�—H SPAN SHEARWALL CRIPPLE STUD SHEARWALL DOUBLE TOP HATE TPS SWF SOUR <br /> AS SNOWN <br /> BEAM 2AWALL 2x6WALL SPAN <br /> HOLDOWN <br /> HO <br /> governing jurisdiction stamps <br /> 4x&b2c(SOWN) 2x STUD ANCHOR SAWN This space reserved for <br /> 3S4tt(GLB) (2)20 (2)2d 9 <br /> 3 Sx(MANF) <br /> fix&3-2x(44WK) DO NOT MAKE PENETRATIONS OR NOTCHES MEN CLEAR SPACING <br /> W`x(GLB) (3)24 (3)2x6 IN THE SHADED AREA OF THE BEAM WfTFIOUf SHALL BE 2tTHE <br /> 5yp(MANO HOC HOLDOWN AT CORNER PRIOR APPROVAL OF THE ENGINEER DLAMETEROFTHE PENETRATIONS IN THIS AREA DO NOT HEADER HEADER <br /> 8x(SAWN) LARGER HOLE REQUIRE APPROVAL FROM THE ENGINEER <br /> 6X(MAN) (4)34 (4)2x6 N.T.S. HOCA <br /> REQD h(61PNq YDEPfH WINDOW <br /> STUDS <br /> GIRDERTRUSS (3)2x4 0)2x6 DEPTH jf DEPTH O OPENING <br /> () <br /> DOOR <br /> REQUIRED TRIMMERS ff DEPTH <br /> NI <br /> HEADER 20 WALL 2x6 WALL ,J3" (3)Dc5ND5 U.N.O. �4'�N MKT LPSL&LVL HOLES PERMITTED) KING STUD <br /> KING HEADER 2 1 MIDDLEY SPAN ONLY TRIMMER STUD <br /> STUD :: : <br /> 4x&2-2x(SAWN) <br /> V#(GLB) 214 2X5 DEPTH LSL ALLOWED HOLE ZONE DEPTH <br /> 3S4x(MANE) <br /> 6x&3-2X(y,WN) STHD14 4x SPAN ORIGIN DATE: 8/16/2022 8 <br /> REQD W(x(GLB) -- (2)2x6 MAX HOLE DIAMETER SHALL NOT EXCEED 2"U.N.O. Q 9 <br /> TRIMMERS Rix(MANE) MAX HOLE DIAMETER FOR S.BEAMS SHALL BE: REVISED: 2 4/4/2024 <br /> PSL,LVL,&LSL 3" FOR9K'DEP H SWB SWF <br /> NOTE:BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM STHD14-A HTT5KT B 3%'FOR 11WDEPTH <br /> 4"x4"LSTHEMAXMUMPENERATION CRIPHESND 84�HATI <br /> SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANS <br /> 4W FOR 14"-I6 DEPTH OR HOLE THAT CAN BE ADDED TO A SHWWA.. <br /> BHS BEAM&HEADER SUPPORTS rHDNJ HOLDOWNS BP BEAM PENETRATIONS,TYPICAL DETAIL FSWEJ SHEARWALL ELEVATION <br /> UN.T.S. N.T.S. HDNA U N.T.S. BPAA N.T.S. DRDDD S2 , 0 i'2 <br />