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Home My WebLink About010 - S0.3 Structural ScheduleBEAM SCHEDULEBEAMSIZEHANGER1(2) 1 34" X 11 78" LVL_25 1/8" x 12" GL_35 1/8" x 15" GL_4W12x26_- CONTINUOUS FOOTINGS ARE: WIDTH x CONTINUOUS x DEPTH- ISOLATED FOOTINGS ARE: WIDTH x LENGTH x DEPTHFOOTING SCHEDULEFOOTINGSIZEREINFORCEMENTF12'-0" x CONT x 1'-10"(3) #4's CONTF22'-0" x 2'-0" x 1'-0"(3) #4's EACH WAYF33'-0" x 3'-0" x 1'-0"(4) #4's EACH WAY= TOP OF SLAB ELEVATIONCOMMON FOUNDATION SYMBOLS:= FOOTING MARK, SEE FOOTING SCHEDULE= COLUMN TO BELOW= HOLDOWN, SEE DETAIL 1/S2.1= WALL STEP= CONTROL JOINT, SEE DETAIL 3/S2.1= FLOOR STEP= TOP OF WALL ELEVATION= TOP OF FOOTING ELEVATION= (2) #4 BARS x 48" @ RE-ENTRANT CORNERS= TOP OF PIER ELEVATION= COLUMN FROM ABOVE= SHEAR WALL MARK, SEE SCHEDULE= PIER MARK, SEE PIER SCHEDULEW.S.XX'-00"XX'-XX"XX'-XX"XX'-XX"= KEYNOTE, SEE PLAN KEYNOTESF1P116HDU- EXAMPLE SHOWN IS A (2) 2x8 HEADER w/ (1) TRIM STUD AND(2) KING STUDS AT EACH END.A12HEADER REQUIRED PER HEADER SCHEDULENUMBER OF TRIM STUDS REQUIREDNUMBER OF KING STUDS REQUIREDTRIM STUDSKING STUDSHEADER SCHEDULETYPESIZEA(2) 2x8B(2) 2x10 OR (3) 2x8C3 1/8" x 12" GLDIAPHRAGM SCHEDULEMARKSHEATHING APA - RATED [1,2]BLOCKED [4]DIAPHRAGM BOUNDARIES [4]SUPPORTED PANEL EDGES [4]FIELD NAILINGSHEAR CAPACITY (LBS/FT,DF-L FRAMING) [3]D119/32" APA APPROVED CDXPLYWOOD; INDEX 32/16NO0.131" x 2 1/2" @ 6" O.C.0.131" x 2 1/2" @ 6" O.C.0.131" x 2 1/2" @ 12" O.C.240D423/32" T&G APA RATED 24 ocSTURD-I-FLOOR, GLUED AND NAILEDNO0.131" x 2 1/2" @ 6" O.C.0.131" x 2 1/2" @ 6" O.C.0.131" x 2 1/2" @ 12" O.C.240DIAPHRAGM SCHEDULE NOTES:1.APA RATED O.S.B. MAY BE SUBSTITUTED FOR CDX PLYWOOD WITH NO STRENGTH REDUCTION.2.PLYWOOD SHALL BE INSTALLED WITH THE FACE OF GRAIN PERPENDICULAR TO THE FRAMING MEMBERS BELOW WITH THE END JOINTS STAGGERED.3.ALLOWABLE SHEAR CAPACITIES MAY BE INCREASED 40% FOR WIND LOADING.4.WHEN DIAPHRAGM OR PANEL EDGE NAILING SPECIFIES 2 1/2" NAIL SPACING OR LESS, PROVIDE 3x NOMINAL MEMBER OR BLOCKING AT ALL PANEL EDGES.PIER SCHEDULEPIERSIZEANCHOREMBEDMENTP112" x 12"8"ABBREVIATIONS:A.B.=ANCHOR BOLTABV=ABOVEADD'L=ADDITIONALALT=ALTERNATEBLW=BELOWBTM=BOTTOMC.I.P.=CAST IN PLACEC.J.=CONTROL JOINTCLR=CLEAR COVERCONC=CONCRETECONN=CONNECTIONCONT=CONTINUOUS(E)=EXISTINGE.W.=EACH WAYFND=FOUNDATIONFTG=FOOTINGGL=GLULAMG.S.N.=GENERAL STRUCTURAL NOTESHDR=HEADERHRZ=HORIZONTALMAX=MAXIMUMMFR=MANUFACTURERMIN=MINIMUM(N)=NEWO.C.=ON CENTERPEN=PENETRATIONPL=PLATEP.T.=PRESSURE TREATEDREQ'D=REQUIREDRNF=REINFORCINGSIM=SIMILART.B.D.=TO BE DETERMINEDT.O.C.=TOP OF CONCRETET.O.S.=TOP OF STEELTYP=TYPICALULT.=ULTIMATEU.N.O.=UNLESS NOTED OTHERWISEVERT=VERTICALV.I.F.=VERIFY IN FIELDV.O.P.=VERIFY OR PROVIDEw/=WITHCONCRETE PROTECTION FOR REINFORCINGCONDITIONBAR SIZESCLEAR COVERUNFORMED SURFACES CASTAGAINST EARTHALL3 INCHESFORMED AND FINISHED SURFACESEXPOSED TO EARTH OR WEATHER#5 OR SMALLER1 1/2 INCHES#6 OR LARGER2 INCHESCOLUMN AND BEAM REINFORCEMENTINCLUDING TIES AND STIRRUPSALL1 1/2 INCHESINTERIOR SURFACES OF WALLS ANDSLABS#11 OR SMALLER3/4 INCHESCONCRETE DEVELOPMENT SCHEDULE NOTES:1.LENGTHS SHALL BE PER ABOVE U.N.O. ON PLANS OR DETAILS.2.LENGTHS FOR EPOXY-COATED REINFORCING BARS SHALL BE MULTIPLIEDBY 1.5.3.LENGTHS SHALL BE MULTIPLIED BY 1.33 FOR LIGHTWEIGHT CONCRETE.REINFORCING BAR SPLICE/DEVELOPMENT LENGTHSCHEDULEBARSIZECONCRETE STRENGTHf'c = 3,500 PSIf'c = 4,500 PSISPLICEDEVELOPMENTSPLICEDEVELOPMENTSTRAIGHTHOOKEDSTRAIGHTHOOKED#316 in12 in8 in16 in12 in7 in#421 in16 in11 in19 in14 in9 in#526 in20 in13 in23 in18 in12 in#631 in24 in16 in28 in21 in14 in#745 in35 in18 in40 in31 in16 in#852 in40 in21 in46 in35 in18 in#964 in49 in23 in56 in44 in21 in#1077 in59 in26 in68 in52 in23 in#1191 in70 in28 in80 in62 in25 inFLOOR JOIST SCHEDULEMEMBERSIZE & SPACINGHANGERJ111 7/8" TJI 210 @ 16 O.C.ITSJ2 P.T. 2x10 @ 16" O.C.HUJ311 7/8" LVL @ 16" O.C.ITSROOF JOIST SCHEDULEMEMBERSIZE & SPACINGHANGERRM-24PRE-FAB MONO TRUSSES @ 24" O.C.PER MFRRP-24PRE-FAB PARALLEL CHORD TRUSSES @ 24" O.C._SHEAR WALL SCHEDULE - WOOD STUD [1,2,3]MARKWALL SHEATHING APA -RATEDBLOCKING & STUD SIZE@ ADJOINING PANELEDGES [4,5,6]NAIL SIZE & SPACING @ ALLPANEL EDGES [7,8]RIM JOIST OR BLOCKINGCONNECTION TO TOP PLATEBELOW [9,10,11]2x PLATE NAILING TO WOODBELOW [12,13]SILL PLATE ATTACHMENTANCHOR ROD TO CONCRETEBELOW [14,15]6U7/16"NOT REQ'D0.131" x 2 1/2" @ 6" O.C.0.131" x 3" TOENAIL @ 4" O.C.0.131" x 3" @ 6" O.C.5/8" @ 48" O.C.67/16"2x0.131" x 2 1/2" @ 6" O.C.0.131" x 3" TOENAIL @ 4" O.C.0.131" x 3" @ 4" O.C.5/8" @ 48" O.C.47/16"2x0.131" x 2 1/2" @ 4" O.C.CLIP @ 16" O.C.0.131" x 3" @ 3" O.C.5/8" @ 36" O.C.SHEAR WALL SCHEDULE NOTES:1.ALL EXTERIOR WALLS, NOT DESIGNATED AS SHEAR WALLS, TO HAVE 7/16" SHEATHING w/ 0.131" x 2 1/2" NAILS @ 6" O.C. @ EDGES, 12" O.C. FIELD. WALLS PERMITTED TO BEUNBLOCKED. ANCHOR BOLTS TO BE MINIMUM 5/8"Ø @ 48" O.C. PER NOTE [14,15].2.CONNECTORS AND FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED WOOD MEMBERS SHALL BE SELECTED BY THE CONTRACTOR WITH APPROPRIATE COATINGS FOR THEPRESERVATIVE TO PREVENT CORROSION.3.PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF WALLS INDICATED ON PLANS. ENDS OF FULL HEIGH WALLS ARE DESIGNATED BY WINDOWS, ORDOORWAYS OR AS DESIGNATED ON PLANS. FOR HOLDOWN REQUIREMENTS, REFERENCE PLANS. (ALTERNATE NOTE: WALLS DESIGNATED AS PERORATED SHEAR WALLS REQUIRESHEATHING, SHEAR WALL NAILING, ETC. ABOVE AND BELOW ALL OPENINGS.)4.BLOCKING IS REQUIRED AT ALL PANEL EDGES U.N.O.5.INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH FASTENERS @ 12" O.C. OF TYPE TO MATCH PANEL EDGES PERSCHEDULE ABOVE.6.AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF A SINGLE 3x STUD. DOUBLE 2x STUDS MAY BE CONNECTED TOGETHER BY NAILING THESTUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING.7.SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLDWN POST. FOR ADDITIONALINFORMATION, REFERENCE THE HOLDOWN DETAILS.8.WHERE WOOD SHEATHING IS APPLIED OVER GYPSUM SHEATHING, CONTACT THE ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS.9.CLIP SPACING IS BASED ON 0.131" x 1 1/2" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. Use 0.131"x 2 1/2" NAILS WHERE INSTALLED OVER SHEATHING.10.FRAMING CLIPS: SIMPSON A35 OR LTP5 OR APPROVED EQUIVALENT U.N.O.11.FOR DOUBLE SIDED SHEAR WALLS PROVIDE A35 CLIP ON INTERIOR FACE AND LTP5 ON EXTERIOR FACE. SPACE EACH PER SHEAR WALL SCHEDULE.12.WHEN 2x PLATE NAILING SPECIFIES CLIP, PROVIDE LTP5 BETWEEN SOLE PLATE AND RIM ON EXTERIOR FACE.13.WHERE BOTTOM PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM JOIST, OR EQUAL BELOW. STAGGER NAILS IN ROWS 1 1/2" APART, MINIMUM.14.ANCHOR RODS SHALL BE PROVIDED WITH 3" x 3" x 0.229" STEEL PLATE WASHERS. EMBED ANCHOR RODS 7" MINIMUM INTO CONCRETE. ANCHOR BOLT SHALL BE 2" FROM FACE OFSHEATHING, STAGGERED @ DOUBLE SIDED WALLS.15.CONTACT THE STRUCTURAL ENGINEERS OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST-IN-PLACE ANCHOR RODS. SPECIAL INSPECTION MAY BEREQUIRED.= ARCHITECTURAL WALL= BEAM MARK, SEE SCHEDULE= SHEAR WALL @ THIS LEVEL TO BELOW= SHEAR WALL MARK, SEE SCHEDULE= WOOD DIAPHRAGM SYMBOL/MARK, SEE SCHEDULE= HEADER, SEE SCHEDULE= INTERIOR BEARING WALL= OVERFRAMING, SEE DETAIL 9/S2.1= DIRECTION OF DOWNWARD SLOPE= TOP OF STEEL ELEVATIONCOMMON FRAMING SYMBOLS:= BEARING LOCATION= HANGING CONNECTION= CANTILEVERING END= COLUMN TO BELOW= COLUMN FROM ABOVE= ROOF FRAMING MEMBER MARK, SEE SCHEDULE= FLOOR FRAMING MEMBER MARK, SEE SCHEDULE= FLOOR STEPT.O.S.XX'-XX"6XX:12= SNOW DRIFT SURCHARGE TO BE COMBINEDw/ BALANCED SNOW LOAD PER G.S.N. ON S0.1= KEYNOTE, SEE PLAN KEYNOTESD1B21R1J121SWITZER ADU 509 E LAMME BOZEMAN, MONTANASHEET NUMBERDATE:REVISION:NOTE: DRAWINGS ON HALF SIZE SHEETS (18"x12") WILL BE HALF SIZE OF SCALE INDICATED.SOJOURN STUDIO, LLC. DARREN CUNNINGHAM, B. ARCH., PRINCIPAL 406-223-5109 DARRENC86@GMAIL.COM04.03.20261S0.307/11/2025