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SHEAR WALL---,,, .,-2®-2x STUDS
<br />PER HOLDOWN
<br />A.D.
<br />ANCHOR BOLT
<br />EL.
<br />ELEVATION
<br />O.F.
<br />O.H.
<br />OUTSIDE FAC
<br />OVERHANG
<br />ABV,
<br />ABOVE
<br />£NG.
<br />ENGINEER
<br />OPN'G
<br />OPENING
<br />ADO'L
<br />ADDITIONAL
<br />EQ.
<br />EQUAL
<br />ORNT.
<br />ORIENTATE(ION)
<br />ADJ.
<br />ADJACENT
<br />E.S.
<br />EACH SIDE
<br />P.A
<br />POST ABOVE
<br />ALT.
<br />ALTERNATE
<br />EXIST.
<br />EXISTING
<br />APPRX.
<br />APPROXIMATE
<br />EXT.
<br />EXTERIOR
<br />P.B
<br />POST BELOW
<br />ARCH.
<br />ARCHITECTURAL
<br />FEE
<br />FINISHED FLOOR ELEVATION
<br />PAR.
<br />PARALLEL
<br />0
<br />AT
<br />FAB.
<br />FABRICATION
<br />PERP.
<br />PERPENDICULAR
<br />0.
<br />BOTTOM
<br />END.
<br />FOUNDATION
<br />PL.
<br />PLATE
<br />BEL.
<br />BELOW
<br />FIN.
<br />FINISHED)
<br />OTY.
<br />QUANTITY
<br />BLDG.
<br />BUILDING
<br />FLO.
<br />FLANGE
<br />REF.
<br />REFERENCE
<br />BNORY.
<br />BOUNDARY
<br />FLR.
<br />FLOOR
<br />REO'D
<br />REQUIRED
<br />E.O.
<br />BOTTOM OF...
<br />F.O.
<br />FACE OF...
<br />R.O.
<br />ROUGH OPENING
<br />BRDG.
<br />BRIDGE(ING)
<br />FRM'G
<br />FRAMING
<br />SCHD.
<br />SCHEDULE
<br />BRG.
<br />BEARING
<br />F<S.
<br />FAR SIDE
<br />SHT.
<br />SHEET
<br />B/W
<br />BETWEEN
<br />FTG.
<br />FOOTING
<br />SIM.
<br />SIMILAR
<br />CANT.
<br />CANTILEVERED)
<br />Go
<br />GRADE BEAM
<br />SKW.
<br />SKEWED)
<br />C.G.
<br />CENTER OF GRAVITY
<br />GRD.
<br />GRADE
<br />SPC.
<br />SPACING
<br />rL
<br />CENTERLINE
<br />GWB
<br />GYPSUM WALL BOARD
<br />SQ.
<br />SQUARE
<br />Co.
<br />CLEAR
<br />HOR.
<br />HEADER
<br />STD.
<br />STANDARD
<br />COL.
<br />COLUMN
<br />HORZ.
<br />HORIZONTAL
<br />STGR.
<br />STAGGER
<br />CONN.
<br />CONNECTION
<br />I.F.
<br />INSIDE FACE
<br />STIFF.
<br />STIFFENER
<br />CONST.
<br />CONSTRUCTION
<br />INT.
<br />INTERIOR
<br />STL.
<br />STEEL
<br />CONT.
<br />CONTINUOUS
<br />JST.
<br />JOIST
<br />STRCC.
<br />STRUCTURE(AL)
<br />CTSK:
<br />COUNTERSINK
<br />K
<br />KIPS (I coo POUNDS)
<br />SYM.
<br />SYMETRICAL
<br />OHL.
<br />DOUBLE
<br />LAT.
<br />LATERAL
<br />T.
<br />TOP
<br />0, DIA.
<br />DIAMETER
<br />L.F.
<br />LINEAL FEET
<br />THRD.
<br />THREADED)
<br />DIAG.
<br />DIAGONAL
<br />MATT
<br />MATERIAL
<br />TMPRY.
<br />TEMPORARY
<br />DIAPH.
<br />DIAPHRAGM
<br />M.B.
<br />MACHINE BOLT (A301)
<br />T.O.
<br />TOP OF...
<br />de
<br />DITTO (00 OVER)
<br />M.Q.
<br />MID -DEPTH
<br />TRANS.
<br />TRANSVERSE
<br />D
<br />DEPIH
<br />MFIL
<br />MANUFACTURER
<br />TYP.
<br />TYPICAL
<br />DWG.
<br />DRAWING
<br />MTL.
<br />METAL
<br />UBC
<br />UNIFORM BUILDING CODE
<br />DWL
<br />DOWEL
<br />(N)
<br />NEW MEMBER
<br />U.N.O.
<br />UNLESS OTHERWISE NOTED
<br />(E)
<br />EXISTING MEMBER
<br />N.S.
<br />NEAR SIDE
<br />VERT.
<br />VERTICAL
<br />EA.
<br />EACH
<br />N.T.S.
<br />NOT TO SCALE
<br />VFY.
<br />VERIFY
<br />E.F.
<br />EACH FACE
<br />O.C.
<br />ON CENTER
<br />W/
<br />WITH
<br />W.P.
<br />WORK POINT
<br />SHEAR WALL
<br />R.N.
<br />BOUNDARY NAIL
<br />HGR.
<br />HANGER
<br />P.T.
<br />PRESSURE TREATED)
<br />CAM.
<br />BER ED)
<br />L.S.
<br />LAG SCREW
<br />SHTG
<br />SHEATHING
<br />d
<br />PENNY NAILS)
<br />LDGR.
<br />LEDGER
<br />SS
<br />SELECT STRUCTURAL
<br />D.F.
<br />DOUGLAS FIR
<br />LSL
<br />TIMBER STRAND BEAM
<br />T&G
<br />TONGUE AND GROOVE
<br />E.N,
<br />MOE NAIL
<br />LVL
<br />MICROLLAM BEAM
<br />Ti
<br />TRUSS JOIST MACMILLAN
<br />F.N.
<br />FACE NAIL
<br />PLYWD.
<br />PLYWOOD
<br />T.N.
<br />TOE NAIL
<br />GLB
<br />GLUE --LAMINATED BEAM
<br />PSL
<br />PARALLAM BEAM
<br />H.F.
<br />HEM -FIR
<br />SIMPSON
<br />STRAP TIE
<br />PER PLAN, FILL ALL HOLES
<br />t
<br />COMMON NAILS
<br />HE SCOPE OF WORK INCLUDERS WIND & SEISMIC FORCES ONLY. GRAVITY DESIGN BY OTHERS
<br />----------------
<br />AUG i g 2021
<br />CITY OF WERE
<br />Permit j �
<br />smm
<br />JOIST 1. ALL MATERIALS AND WORKMANSHIP DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE
<br />PER DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING COME (I.B.C) (2015 EDITION).
<br />PLAN
<br />2. DESIGN CRITERIA
<br />ROOF LIVE LOAD ......... . .... < , , 25 PSF
<br />FLOOR LIVE LOAD (RESIDENTIAL) ........ 40 PSF
<br />WIND ................ < < ... , a 110 MPH (3 SEC, GUST) , EXPOSURE "C"
<br />EARTHQUAKE ................... SEISMIC USE GROUP 1, SITE CLASS D
<br />EDGE NAIL PLYWOOD
<br />TO EACH DOUBLE
<br />STUD (TYP.)
<br />2-2x STUDS
<br />PER HOLDOWN
<br />SHEAR WALL SCHEDULE
<br />PANEL PANEL EDGE
<br />FASTENBOTTOM
<br />PLATE AND SILL
<br />PLATE -ATTACHMENT
<br />SHEATHING EDGE NAIL
<br />TOP PLATE TO
<br />BOTTOM
<br />PLATEMARK
<br />ILL SILL PLATE1
<br />FRAMING (STAGGERED)
<br />FRAMING
<br />TO
<br />i ANCHORING
<br />FRAMING L
<br />TO CONCRETE
<br />FA
<br />7/16" PLY. or O.S.B. ONE SIDE 2x STUD 6d @ 6`o.c.
<br />A3 CLIPS � 1 �"o�x, TO
<br />SINGLE ROW BLK'G JOIST
<br />- „
<br />16d @ o.c.
<br />,�
<br />2X 5/8 0 x1O A.B. @ 46"o.c.
<br />241
<br />F2
<br />I350
<br />7/16" PLY. or O.S.B. ONE SIDE 2x STUD Bd @ 4"o.c.
<br />A35 CLIPS @ 1�2"o.c. TO
<br />SINGLE ROW BLK G OR JOIST
<br />I6d @ 4"o.c.
<br />2X 5/8"0 x10" A.B. @ 32"o.c.
<br />3
<br />15/32 PLY. or O.S.B. ONE SIDE 3x STUD lad @ 3'a.c.
<br />A35 CLIPS @ B"o.c. TO
<br />SINGLE ROW BLK G OR JOIST
<br />n
<br />16d @ 3 a.c.
<br />„
<br />2X 5/8"0 x10n A.B. @ 12 o,c.
<br />558
<br />SHEARWALL
<br />STUDS
<br />HEARWAI I
<br />SCHEDULE
<br />PER PLAN
<br />SHEAR WALL TYPE PER SHEARWALL SCHEDULE AND PLAN.
<br />1
<br />INDICATES
<br />DICATES SHEAR WALL CAPACITY (IbS./ft.)
<br /># __/
<br />FLOOR PLY.
<br />PER PLAN
<br />2.
<br />SHEARWALL PLYWOOD & NAILING CONTINUES FOR FULL LENGTH OF
<br />MALL SECTION U.N.O.
<br />2X RIM BOARD
<br />3.
<br />ALL ANCHOR BOLTS SHALL HAVE 3" x 3" x 0.229" HOT DIPPED GALVANIZED PLATE WASHERS.
<br />BOTTOM PLATE
<br />NAILING PER
<br />SILL PLATE W/
<br />4.
<br />SOLID BLOCK ALL UNSUPPORTED PANEL EDGES PER SHEAR WALL SCHEDULE.
<br />A.B.'S PER
<br />SHEARWALL SCHEDULE
<br />5.
<br />NAILING APPLIES TO ALL PANEL EDGES, TOP AND BOTTOM PLATES AND EDGE BLOCKING.
<br />SHEARWALL
<br />SCHEDULE
<br />6.
<br />STAGGER EDGE NAILING AT ABUTTING PLYWOOD EDGES.
<br />PLY, NAILING PER
<br />7.
<br />AT SHEARWALLS 1, AND 2 USE Bd COMMON NAILS.
<br />JOISTS
<br />SHEARWALL SCHEDULE
<br />PER PLAN --�-�,
<br />FINISH GRADE
<br />B.
<br />AT SHEARWALLS 3 USE 10d COMMON NAILS X 9 GAGE X 2 1/8" LONG
<br />2•— 4 CONT. ro
<br />9.
<br />FIELD NAIL PLYWOOD SHEAR WALLS W/ SPECIFIED NAILS @ 12"o.c..
<br />FINISH GRADE
<br />`
<br />0
<br />2®#4 CONT,
<br />10,
<br />PROVIDE SOLID BLOCKING, DOUBLE FLOOR JOISTS OR BEAM PER PLAN
<br />UNDER ALL SHLAR. WALLSI
<br />�, '
<br />b ►
<br />i i.
<br />FACE NAIL PLYWOOD TO EACH MULTIPLE STUD AT HOLDOWN LOCATIONS WITH SAME
<br />#4 @ 16" O.C.
<br />� _
<br />B„
<br />EDGE NAILING PATTERN.
<br />EA. MAY
<br />12.
<br />SEE GENERAL STRUCTURAL NOTES SHEET ST.
<br />4'
<br />B" 4"
<br />13.
<br />AT EXISTING CONCRETE ANCHOR BOLTS CAN BE SUBSTITUTED WITH 5/8" DIAMETERL2_1'--4-"
<br />EXPANSION BOLTS WITH 7" MIN EMBEDMENT AT THE SAME SPACING AS SPECIFIED
<br />FOR ANCHOR BOLTS.
<br />EXTERIOR WALL
<br />TO F00-1-ING
<br />3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND
<br />CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY
<br />ARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS
<br />TO THE WORK.
<br />4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS
<br />UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS.
<br />5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES,
<br />SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK.
<br />B. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER
<br />FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT
<br />SATISFY THIS REQUIREMENT.
<br />7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
<br />SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
<br />CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY BE ARCHITECT AND THE STRUCTURAL
<br />ENGINEER.
<br />O. INSPECTION:
<br />EXPANSION BOLTS, THREADED EXPANSION INSERTS, AND EPDXY GROUTED
<br />INSTALLATIONS SHALL BE SUPERVISED IN ACCORDANCE WITH 2O15 IBC, AS
<br />REQUIRED BY THE PERMIT ISSUING AGENCY AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY
<br />DESIGNATED BY THE ARCHITECT OR ENGINEER. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED
<br />WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS.
<br />u
<br />9. BOLTS SHALL'CONFORM TO ASTM A307. EXPANSION BOLTS SHALL BE "PARABOLT" OR APPROVED EQUAL INSTALLED
<br />IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS.
<br />10. PLYWOOD SHEATHING SHALL BE GRADE COD. EXTERIOR GLUE OR STRUCTURAL 11, EXTERIOR GLUE IN
<br />CONFORMANCE WITH I.B.C. STANDARDS. ORIENTED STRAND BOARD OF EQUIVALENT
<br />THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR
<br />THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS.
<br />11. ALL WOOL} PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED
<br />WITH AN A.W.P.A. APPROVED PRESERVATIVE.
<br />12. TIMBER C014NECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS
<br />SPECIFIED IN THEIR CATALOG NO. C-C-2016. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE
<br />SUBSTITUTED, PROVIDED THEY HAVE ICRO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES, PROVIDE NUMBER
<br />AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL DE INSTALLED IN ACCORDANCE
<br />WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ON -HALF
<br />OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307.
<br />PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS ARID LAG SCREWS BEARING ON WOOD. UNLESS NOTED
<br />OTHERWISE, ALL NAILS SHALL BE COMMON, ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE
<br />(MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES JOIST
<br />HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH U SERIES HANGERS. ALL
<br />TRIPLE --JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH U-SERIES HANGERS.
<br />TYPICAL
<br />1 /2" COX PLYWOOD, INDEX 32/16, UNBLOCKED, LAID UP W/
<br />FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END
<br />JOINTS. NAIL AS FOLLOWS:
<br />DIAPHRAGM BOUNDARY AND OVER
<br />EXTERIOR WALLS AND SHEARWALLS ---------- 8d 0 Cox.
<br />ALL SUPPORTED EDGES----e...---------®----8d 0 6"o.c.
<br />FIELD-------- .----®®—®--®®—®®®-----_----8d @ 12"o.c.
<br />NOTE: ROOF SHEATHING TO CONTINUE UNDER ROOF OVERFRAMING.
<br />3/4" T&G, COX PLYWOOD, INDEX 40/20, UNBLOCKED, LAID UP
<br />W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER
<br />END JOINTS. NAIL AS FOLLOWS:
<br />DIAPHRAGM BOUNDARY AND OVER
<br />EXTERIOR WALLS AND SHEAR TALL ______.______Bd @ 6"o.c.
<br />ALL SUPPORTED EDGES --------------------8d @ 6"o.c,
<br />FIELD_______.__.-__._____ _---m®_.6d @ 10"o.c.
<br />06, 6� ��
<br />w Elq
<br />:3 Ill
<br />1
<br />bJ
<br />j _Z
<br />Eg
<br />N w
<br />Lm Im
<br />DN: KYS
<br />SCALE: S14'= 1' - 13°
<br />
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