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SHEAR WALL SCHEDULEMARKWOOD STRUCTURAL PANELPANEL NAILING & SPACINGFRAMINGMEMBERTHICKNESS ATADJOININGPANEL EDGESSHEATHINGTHICKNESSGRADE RATINGSPANRATINGNAILEDGENAILINGFIELDNAILING63/8"SHEATHING24/08d6"12"2x43/8"SHEATHING24/08d4"12"2x33/8"SHEATHING24/08d3"12"3x23/8"SHEATHING24/08d2"12"3x2A3/8"STRUCTURAL I24/08d2"12"3x2B15/32"STRUCTURAL I32/1610d2"12"3xSHEAR WALL NOTES:1.PANEL NAILS: PANEL NAILS SHALL BE COMMON OR GALVANIZED BOX. GALVANIZED NAILSSHALL BE USED AT PRESERVATIVE TREATED LUMBER THAT CONTAINS TREATMENTS OTHERTHAN BORATE.2.PANEL RATING: WOOD PANELS SHALL BE OSB OR 5-PLY PLYWOOD WITH MINIMUM EXPOSURE 1RATING.3.STUD SPACING: WALL STUDS SHALL BE SPACED AT 16" O.C. MAX.4.PANEL BREAKS: ALL PANELS EDGES SHALL BE 2x BLOCKED.5.STAGGERED NAILS: NAILING AT 3" O.C. OR CLOSER SHALL BE STAGGERED.6.SILL PLATE ANCHOR BOLT & WASHER - REFER TO 7/SD1 FOR REQUIRED SILL PLATE ANCHOR,WASHER, SPACING, AND EDGE DISTANCE REQUIREMENTS.7.DOUBLE SIDED SHEAR WALLS - MEMBERS SHALL BE 3x AT ALL ADJOINING PANEL EDGES ANDNAILS SHALL BE STAGGERED ON EACH SIDE OF THE PANEL BREAK ON EACH SIDE OF THEADJOINING MEMBER.SCALE: N.T.S.SHEAR WALL SCHEDULE12SCALE: N.T.S.4'-0" MINTYP.TOP PLATE BREAKTYPICAL TOP PLATE SPLICE(9) 16d EACH SIDE OFTOP PLATE BREAK, TYP.ALIGN STUD BELOWEA SPLICE, TYP(2) 16d EACHSIDE OF FRAMINGPLATE SPLICE,TYP.TOP PLATE SPLICE w/ STRAP CONNECTORSIMPSON 'MSTA21' (U.N.O.ON PLAN) AT EA TOP PLATEBREAK. CENTER STRAPWITH PLATE BREAK.TOP PLATE BREAK16d @ 16" O.C. BETWEENPLATE SPLICES, TYPICALAT PLATESTYPICAL TOP PLATE SPLICE ATEXTERIOR WALL AND SHEAR WALLS341. HOLES UP TO 5" SQ. DO NOT REQUIREBLK'G & E.N.2. HOLES FROM 5" SQ. TO 16" SQ. REQUIRE BLK'G & E.N.3.HOLES LARGER THAN 16" SQ. ARE NOTALLOWED.4.HOLE SIZE INCLUDES THE LENGTH OF THEOVERCUT.5.MAX. ACCUMULATED LENGTH OFOPENINGS SHALL NOT EXCEED 20PERCENT OF THE WALL LENGTH.6.OPENING MUST BE A MIN. 12" FROM SILLPLATE, TOP PLATES & END POSTS.7.RECOMMEND CIRCULAR BORED HOLESOR RADIUS CORNER CUTS.8.END POSTS SHOULD NOT BE CUT FORANY REASON, STUDS & TOP PLATE MAYBE NOTCHED PER 7/SD2.SHEAR WALL EDGE NAILING ATTOP PLATE, SILL PLATE, ENDPOSTS & ADJOINING POSTS PERPLANS & DETAIL 1/SD2UPPER PLATE RECEIVES SHEARWALL EDGE NAILS. STAGGERROWS 1/8" AT 2" O.C. E.N. INTO 2xTOP PLTWINDOW TRIMMER BELOWHEADER, MIN 2x OR AS NOTEDON PLANS. STITCH TO KING W/16d AT 12" O.C.HEADER PER PLAN. REFER TOSCHEDULE BELOW FORHEADER AT NON-BEARINGWALL.WALL STUDS PER TABLE BELOW,U.N.O. ON PLANSANCHOR BOLTS & WASHERSPER 7/SD1.SHEAR WALL END POST W/ E.N.,MIN 2x POST OR AS NOTED ONPLANS, MUST BE CONTINUOUSTO TOP PLATE (KING POST).PROVIDE HOLDOWNS PER PLANSSILL PLATE W/ ANCHORBOLTS PER 7/SD1ALIGN POST AT ADJOININGPANEL EDGES, MIN 2x OR 3xPER DETAIL 1/SD22x SILL PLATE (PRESSURETREATED IF ON CONCRETE).OSB SHEATHING PER PLANS &DTL 1/SD2FULL HEIGHT KING STUDS PERTABLE BELOW, U.N.O. ON PLANS.18" GAP BTWN PANELS38" MIN BTWNNAIL & EDGE OFPOST OR SHTG(2)-16d LOWER FRMG PLT TO EA.STUD. 16d AT 12" O.C. PLT TO PLT(2) 16d (3 14" x 0.131") SILL PLT TOEND EA STUD. USE 20d AT 3x SILLPLATE COND.SHEATHING PER PLANS ALLAROUND OPENINGCONTINUOUS CS16ABOVE & BELOWOPENING TO END OF S.W.PROVIDE 2x BLKGBEHIND CS16 FORNAILINGEDGE NAILING AT PANELBREAKS MUST OCCUR AT FULLHEIGHT KING STUDALLOWABLE SHEAR WALL PENETRATIONSTYPICAL WOOD SHEAR WALL - CONDITION ATYPICAL WOOD STUD WALL(2) 16d FOR 4" DEEP HEADER:ADD (1) 16d FOR EA. ADD'L 2",ALT: LTP4 AT KING STUD > 2X2-2x TOP PLT,SPLICE PER 3/SD2,U.N.O. ON PLANCRIPPLESTUDS ORBLKG PERPLANSNOTCH ORBORE STUDSPER 7/SD2ALL TYPICAL FRAMING SHALLCONFORM TO THE CONVENTIONALREQUIREMENTS OF THEGOVERNING BUILDING CODEPERFORATED SHEAR WALL - CONDITION C (STRAPS)NOTES:* WIDTH IS THE DISTANCE BTW KING STUDS AT EACH SIDE OFWINDOW/DOOR.**NOT USED - RESERVED FOR FUTURE USE.***NAILS SHOULD BE SPREAD EVENLY TO ALL STUDS OR ALL INTOPOST, AT POST CONDITIONWOOD STUD SIZE TABLEWALLWIDTHWALLHEIGHTSTUD SIZE ANDSPACING3.5"<= 9'2x4 AT 16" O.C.< 11'3x4 AT 16" O.C.5.5"<= 9'2x6 AT 16" O.C.< 15'2x6 AT 16" O.C.1.INTERIOR NON-BEARING / NON-SHEARWALLS MAY USE A STUD SPACING OF 24"ON CENTER.PERFORATED SHEAR WALL - CONDITION B (NO STRAPS)NO STRAPS ABOVE &BELOW OPENINGSCALE: N.T.S.TYPICAL WALL & SHEAR WALL FRAMINGNON-BEARING HEADER SCHEDULEHEADER SIZEMAXIMUM SPAN(3'-0" WALL ABOVE)2x4 FLAT10'-0"WINDOW SILL PLATE REQUIREMENTSWALLWIDTH*WIDTH OFWDW/DOORSILLPLATEHARDWARE AT EACH END(SILL PLATE TO KING STUD/POST)512"<= 8'(1) 2x6(4)-16d<= 10'(2) 2x6(6)-16dWINDOW SILL PLATE PER TABLEBELOW, U.N.O ON PLANKING STUD / POST REQUIREMENTSWALLWIDTH*WIDTH OFWDW/DOOR# KINGSTUDSALT:POST***NAILS (PLATE TO KINGSTUD/POST)312"0'-7'(1) 2x4--(3)-16d (20d AT 3x SILL)7'-10'(3) 2x44x4(8)-16d (20d AT 3x SILL)512"0'-8'(1) 2x6--(4)-16d (20d AT 3x SILL)8'-10'(2) 2x64x6(8)-16d (20d AT 3x SILL)10'-12'(3) 2x64x6(10)-16d (20d AT 3x SILL)516"16"TOP FLUSH BEAM CONNECTIONDROP BEAM CONNECTIONFLUSH BEAM CONNECTION16"16"TOP PLATESFOR BEAMS WITH DEPTH LESSTHAN OR EQUAL TO 8", PROVIDE (2)16d NAILS MIN. ADD (1) 16d NAILON EACH SIDE FOR EVERYADDITIONAL 2" OF DEPTHREFER TO PLANS FORPOST OR MULTIPLE 2xSTUD SIZESALTERNATE STRAPLOCATION(1) CS16 STRAP w/ (15) 8d NAILSMINIMUM EACH SIDE OF BEAMEXTEND STRAP 16" PAST EACHSIDE OF BEAM2x STUD EACH SIDE OF POST w/16d NAILS AT 12" O.C. TO POSTOR MULTIPLE STUDSDROP BEAM(1) CS16 STRAP w/ (15) 8d NAILSMINIMUM EACH SIDE OF BEAMEXTEND STRAP 16" PAST EACHSIDE OF BEAM2x STUD EACH SIDE OF POST w/16d NAILS AT 12" O.C. TO POSTOR MULTIPLE STUDSTOP PLATESTOP OF BEAM AT TOPOF FLOOR FRAMINGREFER TO PLANS FORPOST OR MULTIPLE 2xSTUD SIZESFLUSH BEAM PER PLANSTOE NAIL TO TOP PLATES w/(3) 16d NAILSTOP PLATESREFER TO PLANS FORPOST OR MULTIPLE 2xSTUD SIZESAT MULTIPLE STUD CONDITIONUSE 16d NAILS AT 12" O.C.SCALE: N.T.S.TYPICAL BEAM CONNECTIONSDRAG STRAP SPECIFICATIONSSTRAPDRAGMEMBERSCAB LENGTH ANDNAILING OF SCAB TODRAG MEMBER"L1" LENGTHOF STRAP TOTOP PLTs"L2" LENGTH OF STRAPTO DRAG MEMBERDRAGCAPACITY(LBS)(1) CS161 14" RIMN/A16" WITH (15)8d's32" w/ (2) ROWS OF 8d'sAT 4 18" O.C.1,705(2) CS161 34" RIM w/2x SCAB4' LONG w/ (2) ROWSOF 16d's AT 6" O.C.16" WITH (15)8d's32" w/ (2) ROWS OF 8d'sAT 4 18" O.C.3,410CMST143 12" MIN.N/A34" WITH (38)10d's72" w/ (2) ROWS OF 10d'sAT 3 12" O.C.6,490CMST123 12" MIN.N/A44" WITH (49)10d's96" w/ (2) ROWS OF 10d'sAT 3 12" O.C.9,2152 1/16"1/2"
<br />1"
<br /> 1 1/2"
<br />3"
<br />1 1/4"3" 1/2"CMST12 & 14 NAILING PATTERNCS16 NAILING PATTERNAT BM NAIL EVERY OTHERSET OF HOLESNAIL ROUND HOLES ONLY"L1""L2"CS16 STRAPPLATE TO BEAMU.N.O. ON PLAN16d AT 12" O.C. ATMULTIPLE STUDSFLUSH BEAM PER PLANSEE NAIL PATTERNDETAIL ABOVEPOST OR MULTIPLESTUDS PER PLAN"L2""L2"BEARING WALL WHEREOCCURS PER PLANFLUSH BEAM PER PLANDRAG - FLUSH BEAM TO WALLDRAG - FLUSH BEAM TO FLUSH BEAMDRAG - DROP BEAM TO WALL"L1""L2"DROP BEAM PER PLANPOST OR MULTIPLESTUDS PER PLANSEE NAIL PATTERNDETAIL ABOVECS16 STRAPBEAM TO BEAMU.N.O. ON PLANCS16 STRAPPLATE TO BEAMU.N.O. ON PLAN(2) 16d AT 6" DEEPBEAM, ADD (1) 16dFOR EACH ADD'L 2"OF DEPTH16d AT 12" O.C.PROVIDE 2"x4"x48"LONG SCAB w/ (2)16d AT 3" O.C.(AS RQ'D)SCALE: N.T.S.DRAG STRAP TO BEAM OR JOISTCONNECTION6SCALE: N.T.S.NOTCHING AND DRILLING OF STUDSAND TOP PLATESNOTCHED/DRILLED STUD WALL NOTES: (CBC SECTIONS 2308.5.9 & 2308.5.10)1.DO NOT NOTCH OR DRILL MORE THAN 3 CONSECUTIVE BEARING OR SHEAR WALL STUDS.2.ALL HOLES SHOULD BE CENTERED ON STUDS, TYPICAL.WIDTH1"MINSYMMETRICAL CTS218STRAP LOCATIONSDOUBLE TOPPLATESCENTER STRAPSON NOTCHTOP PLATES - PLAN VIEWALLOWABLE NOTCHES AND HOLES IN TOP PLATESPLATE SIZE"D" DEPTHWIDTHHOLE ∅2x41"4 12" MAX1" MAX2x62"4 12" MAX3" MAXSTRAPS ONLYREQUIRED AT EXTERIORWALLS AND INTERIORBEARING AND SHEARWALLSREFER TO PLANS FORTOP PLATE STRAP.CENTER STRAP ONHOLE/NOTCH.2x4 STUDS:2x6 STUDS:2x4 STUDS:2x6 STUDS:℄℄℄℄CTS218 STRAP LOCATIONS AT NOTCHACCEPTABLE CS OR CMSTSTRAP LOCATIONSDOUBLE TOPPLATESCENTER STRAPS ONDRILLED HOLE.CS OR CMST STRAP LOCATIONS AT HOLE**REPLACES COLLECTOR STRAP (ICC ES-ESR 2105)EXTERIOR/INTERIOR BEARING &SHEAR WALLSINTERIOR NON-BEARING &NON-SHEAR WALLS3 14"∅ MAXHOLE℄℄℄℄138"∅ MAXHOLE℄℄DIA.DTOP PLATE STRAP REINFORCINGCOLLECTORSTRAPNO. OF CTS218(24-10dx1 12")**ALLOW.TENSION, LBALLOW.COMP., LBCS16(2)-CTS21836321632(2)-CS16(2)-CTS21836321632CMST14(4)-CTS21872643792CMST12(4)-CTS21872643792CENTER CTS218STRAP(S) ON NOTCHPER TBL ABV1"MAX21
<br />2"
<br />MAX112"MAX21
<br />2"214"MAX218"∅ MAXHOLE218"∅ MAXHOLEALOWABLE HOLES/NOTCHES IN STUDS - 2016 CBC SECTIONS 2308.5.9 & 2308.5.10MAX21
<br />2"
<br />MAX
<br />21
<br />2"MAX112"MAX7JOIST SIZEMAX. NOTCHWIDTH: D/3MAX. NOTCHDEPTH: D/6MAX HOLESIZE: D/32x61 34"78"1 34"2x82 38"1 18"2 38"2x103"1 12"3"2x123 34"1 78"3 34"2x144 38"2 18"4 38"1/3 SPANNOTCHES ANDHOLES ALLOWED1/3 SPANNO NOTCHES1/3 SPANNOTCHES ANDHOLES ALLOWEDD/4D/3D/6D/3MIN 2"MIN 2"DD/6D/3NOTES:1.HOLES MAY BE DRILLED IN ANY 1/3 SPAN. HOLES MUST BE A MIN 12" FROM ANY NOTCH.2.DO NOT NOTCH BOTH TOP AND BOTTOM SURFACES WITHIN THE SAME 1/3 SPAN.3.MAX ALLOWED IS A COMBINATION OF TWO NOTCHES AND/OR HOLES PER 1/3 SPAN.4.THIS DETAIL DOES NOT APPLY TO NOTCHES AND HOLES IN STRUCTURAL BEAMS, THEYMUST BE SPECIFICALLY DETAILED.5.NOTCHES AND HOLES ARE NOT ALLOWED IN CANTILEVERED JOISTS.6.REFERT TO MANUFACTURER'S RECOMMENDATIONS FOR HOLES IN MANUFACTUREDI-JOISTS. DO NOT NOTCH I-JOISTS.SCALE: N.T.S.NOTCHED OR DRILLED CONVENTIONALJOISTS89EQEQPROVIDE (1) 'CS16'AT LEDGER SPLICEU.N.O. ON PLANTYP.SCALE: N.T.S.TYPICAL LEDGER SPLICEPROVIDE DBL STUDAT LEDGER SPLICELEDGER PERPLAN/DETAILLEDGER SPLICESCALE: N.T.S.TYP. STEEL COLUMN ATTACHMENT(WOOD FRAMED WALL)HSS COL PER PLANPL1/2"x5-1/2"x1'-6" W/(8)-1/4"Øx3-1/2" 'SDS' SCREWS(STAGGER SCREWS)3/161"TYP3"TYP 112"TYP112"TYPX-XDBL 2x TOP PLATE,TYP.XX10SCALE: N.T.S.WOOD BEAM/HDR TO STEELCOLUMNPLAN VIEWBEAM/HDR PER PLANBEAM/HDR WHEREOCCURS PER PLAN1"TYP3"TYP112"TYP1"TYP3"TYP112"TYP 112"TYP1/4" THK BENT "U" PLATE W/(8)-1/4"Øx3" 'SDS' AT EA SIDETO BEAM (16 TOTAL)HSS COL. PER PLAN1/41/4TYP. EA SIDETO PLATE1/2" THKx6"x0'-9-1/2"CENTER w/ COL9"MIN 9"1/41/43"MAX
<br />11SCALE: N.T.S.WINDOWSILL TO STEEL COLUMNX-XBEAM/HDR PER PLANWINDOWSILLWHERE OCCURSL3x2x1/4" (LLH) W/(2)-1/4"Øx3" 'SDS' TOWINDOWSILLHSS COL. PER PLAN1/41/41/4WINDOWSILL PER PLAN/DETAIL1/43"112"XX12NOTES:1.ALL SHEATHING SHALL BE EXPOSURE 1 OR EXTERIOR PER TABLE 23063.12.RUN LONG DIMENSION OF SHEATHING ACROSS (PERPENDICULAR TO) JOIST AND RAFTERS.3.STAGGER END JOINTS 2'-0" MINIMUM.4.BOUNDARY NAILING APPLIES TO PERIMETER PLATE LINES, CHORDS, DRAGS, AND ASSPECIFIED ON DRAWINGS.5.SEE PLANS FOR NAILING AT BLOCKED DIAPHRAGMS.6.NAILS SHALL HAVE 3/8" MIN. EDGE DISTANCE.7.ALL JOISTS AND RAFTERS SHALL BE LAID OUT IN 4'-0" MODULE TO COINCIDE WITH THESHEATHING.8.SEE DETAIL 'B' FOR FRAMING WHERE SHEATHING JOINTS ARE OFFSET DUE TO RAFTER ORJOIST LAP SPLICES.9.PROVIDE A 1/8" GAP BETWEEN ALL PANEL EDGES TYPICAL.10.BLOCKED DIAPHRAGMS: - WHERE SPECIFIED ON PLAN, FLAT BLOCKING ( PER PLAN) SHALLBE REQUIRED AT ALL UNSUPPORTED PANEL EDGES. REFER TO DETAIL "A".2'-0" MIN.WIDTHSHEATHING LAYOUT AND NAILINGDETAIL - "A"DETAIL - "B"BLK'GRAFTEROR JOISTE.N., TYP.2x4 BLK'G w/16d @ 12"O.C.RAFTERS, TRUSSESOR FLOOR JOISTS,TYPICALB.N. - BOUNDARYNAILING, TYPICALE.N. - EDGENAILING, TYPICALF.N. - FIELDNAILING, TYPICALUNBLOCKED PANELEDGE, U.N.O. ONPLAN, TYPICALHORIZONTAL DIAPHRAGM SCHEDULEMAXIMUMSPACINGPANEL DESCRIPTIONNAIL SIZEBNENFNROOF24" O.C.15/32" WOOD STRUCTURAL PANEL(PII 24/0)8d6" o.c.6" o.c.12" o.c.ROOF48" O.C.23/32" STRUCT-I SHEATHING (48/24)10d(COMMON)6" o.c.6" o.c.12" o.c.SCALE: N.T.S.HORIZONTAL DIAPHRAGM LAYOUT ANDNAILING SCHEDULEE.N., TYP.Job#:
<br />Scale:
<br />Date:
<br />Drawn By:
<br />Checked By:
<br />Rev. #Date DescriptionTHESE DRAWINGS AND SPECIFICATIONS ARE
<br />INSTRUMENTS OF THE SERVICE AND SHALL
<br />REMAIN THE PROPERTY OF THE ENGINEER
<br />AND/OR 7-ELEVEN, INC. WHETHER THE
<br />PROJECT FOR WHICH THEY ARE MADE IS
<br />EXECUTED OR NOT. THESE DRAWINGS AND
<br />SPECIFICATIONS SHALL NOT BE USED BY ANY
<br />PERSON OR ENTITY ON OTHER PROJECTS, FOR
<br />ADDITIONS TO THIS PROJECT, OR COMPLETION
<br />OF THIS PROJECT WHEN PHASED, WITHOUT
<br />THE WRITTEN CONSENT OF THE ENGINEER
<br />AND/OR 7-ELEVEN, INC. Copyright 2020SHEET:7-ELEVEN, INC.
<br />3200 HACKBERRY, IRVING, TEXAS 75063
<br />11/20/2020
<br />MANTECA, CA 95336
<br />1110 MAIN ST
<br />7-ELEVEN #1046249
<br />7110.35
<br />ATSATOCFEA
<br />ILFIONR No. S5627Exp. 6/30/22LH
<br />ETSIGER
<br />WPA
<br />R
<br />E
<br />DRSEFON.DGOIREENOSINLARHTONES
<br />PSTRUCTURAL2 7 3 6 9 V I A I N D U S T R I A
<br />T E M E C U L A , C A 9 2 5 9 1
<br />T E L E : 9 5 1 .6 0 0 .0 0 3 2
<br />W W W .I S E E N G I N E E R S .C O M
<br />S O C A L C O L O R A D OSD2AS NOTED
<br />ISE
<br />ISE GENERAL FRAMING DETAILS
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