|
ABBREVIATIONS
<br />&
<br />AND
<br />@
<br />AT
<br />FEET (FOOT)
<br />INCH (INCHES)
<br />#
<br />POUND(S), NUMBER
<br />=
<br />EQUAL(S)
<br />A.B.
<br />ANCHOR BOLT
<br />ABV.
<br />ABOVE
<br />ADD.
<br />ADDITIONAL
<br />ADJ.
<br />ADJACENT
<br />ALUM.
<br />ALUMINUM
<br />ALT.
<br />ALTERNATE
<br />APPROX.
<br />APPROXIMATELY)
<br />ARCH.
<br />ARCHITECT(URAL)
<br />ASSY.
<br />ASSEMBLY
<br />B. (BTM.)
<br />BOTTOM
<br />BEL.
<br />BELOW
<br />BEN
<br />BOUNDARY EDGE NAILING
<br />B.F.
<br />BRACED FRAME
<br />BLDG.
<br />BUILDING
<br />BLK.(G.)
<br />BLOCK (ING)
<br />BLW.
<br />BELOW
<br />BM.
<br />BEAM
<br />BMU
<br />BRICK MASONRY UNIT
<br />BN
<br />BOUNDARY NAILING
<br />BNDRY.
<br />BOUNDARY
<br />B.O.
<br />BOTTOM OF
<br />B.O.E.
<br />BOTTOM OF EXCAVATION
<br />B.O.F.
<br />BOTTOM OF FOOTING
<br />BRDG.
<br />BRIDGE, BRIDGING
<br />BRIG.
<br />BEARING
<br />BTWN.
<br />BETWEEN
<br />C
<br />CAMBER
<br />LAMB.
<br />CAMBERED)
<br />CANT.
<br />CANTILEVER(ED)
<br />OF
<br />CUBIC FOOT
<br />C.I.P.
<br />CAST IN PLACE
<br />C.J.
<br />CONSTRUCTION JOINT
<br />CL
<br />CENTER LINE
<br />CLG.
<br />CEILING
<br />CLR.
<br />CLEAR
<br />COL.
<br />COLUMN
<br />CONC.
<br />CONCRETE
<br />CONN.
<br />CONNECTION
<br />CONST.
<br />CONSTRUCTION
<br />CONT.
<br />CONTINUOUS
<br />CTSK.
<br />COUNTERSINK
<br />CTR.
<br />CENTER(ED)
<br />CY
<br />CUBIC YARD
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />d
<br />PENNY (NAILS)
<br />DB
<br />DROPPED BEAM
<br />DBA
<br />DEFORMED BAR ANCHORS
<br />DBL.
<br />DOUBLE
<br />DCW
<br />DEMAND CRITICAL WELD
<br />DEPT,
<br />DEPARTMENT
<br />DET.
<br />DETAIL
<br />DF
<br />DOUGLAS FIR
<br />DIA. / 0
<br />DIAMETER
<br />DIAG.
<br />DIAGONAL
<br />DIAPH.
<br />DIAPHRAGM
<br />DIM.
<br />DIMENSION
<br />DN.
<br />DOWN
<br />D.O.
<br />DITTO (REPEAT)
<br />DR
<br />DEEP
<br />D.S.
<br />DRAG STRUT
<br />DWG.
<br />DRAWING(S)
<br />DWL.
<br />DOWELS(S)
<br />(E)
<br />EXISTING
<br />EA.
<br />EACH
<br />E.E.
<br />EACH END
<br />E.F.
<br />EACH FACE
<br />E.J.
<br />EXPANSION JOINT
<br />EL.
<br />ELEVATION
<br />ELEV.
<br />ELEVATOR
<br />EMBD.
<br />EMBED(MENT)
<br />EN
<br />EDGE NAIL
<br />ENG.
<br />ENGINEER
<br />EQ.
<br />EQUAL
<br />EQPT.
<br />EQUIPMENT
<br />E.W.
<br />EACH WAY
<br />EXP.
<br />EXPANSION
<br />EXST.
<br />EXISTING
<br />EXT.
<br />EXTERIOR
<br />ABBREVIATIONS
<br />ABBREVIATIONS
<br />FAB.
<br />FABRICATION
<br />PAR.
<br />PARALLEL
<br />FB
<br />FLUSH BEAM
<br />P/C
<br />PRECAST
<br />PON,
<br />FOUNDATION
<br />PEN
<br />PANEL EDGE NAIL
<br />F.F.
<br />FINISH FLOOR
<br />PERP.
<br />PERPENDICULAR
<br />FIN.
<br />FINISHED)
<br />PL.
<br />PLATE
<br />FLG.
<br />FLANGE
<br />PL
<br />PROPERTY LINE
<br />FLR.
<br />r
<br />IrL00R
<br />PLMBG.
<br />PLUMBING
<br />FN
<br />FIELD (FACE) NAIL
<br />PLYWD.
<br />PLYWOOD
<br />F.O.
<br />FINISHED OPENING
<br />PSF
<br />POUNDS PER SQUARE FOOT
<br />F.C.C.
<br />FACE OF CONCRETE
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />F.O.M.
<br />FACE OF MASONRY
<br />P.T.
<br />PRESERVATIVE TREATED
<br />F.O.S.
<br />FACE OF STUD
<br />PT
<br />POST TENSoON'ED'
<br />t )
<br />F.O.W.
<br />FACE OF WALL
<br />FRM.
<br />FRAME (FRAMING)
<br />QTY.
<br />QUANTITY
<br />F.S.
<br />FAR SIDE
<br />FT.
<br />FEET (FOOT)
<br />R. (RAD.)
<br />RADIUS
<br />FRTW
<br />FIRE RETARDANT TREATED WOOD
<br />RE: (REF.)
<br />REFERENCE
<br />FTG,
<br />FOOTING
<br />REINF.
<br />REINFORCEMENT
<br />REQ.
<br />REQUIRED
<br />GA.
<br />GAUGE
<br />R.F.
<br />RIGID FRAME
<br />GALV.
<br />GALVANIZE(D)
<br />R.O.
<br />ROUGH OPENING
<br />GB.
<br />GRADE BEAM
<br />R.S.
<br />ROUGH SAWN
<br />GLB
<br />GLUE LAMINATED BEAM
<br />GRD.
<br />GRADE
<br />SCH.
<br />SCHEDULE
<br />GWB
<br />GYPSUM WALLBOARD
<br />SCHED.
<br />SCHEDULE
<br />GYP.
<br />GYPCRETE
<br />SOL
<br />STRUCTURAL COMPOSITE WOOD
<br />SHT.
<br />SHEET
<br />HD
<br />HOLDOWN
<br />SIM.
<br />SIMILAR
<br />H.D.G.
<br />HOT DIPPED GALVANIZED
<br />S.J.
<br />SHRINKAGE CONTROL JOINT
<br />HGR.
<br />HANGER
<br />SKW.
<br />SKEW(ED)
<br />HORIZ.
<br />HORIZONTAL
<br />S.O.G.
<br />SLAB ON GRADE
<br />HR
<br />HEADER
<br />SPC.
<br />SPACE(S) (ING)
<br />H.S.B.
<br />HIGH STRENGTH BOLT
<br />SPEC.
<br />SPECIFICATIONS)
<br />HT.
<br />HEIGHT
<br />SQ.
<br />SQUARE
<br />STD.
<br />STANDARD
<br />I.D.
<br />INSIDE DIAMETER
<br />STGR.
<br />STAGGER
<br />I.E.
<br />INVERT ELEVATION
<br />STIFF.
<br />STIFFENER(S)
<br />I.F.
<br />INSIDE FACE
<br />STIR.
<br />STIRRUP(S)
<br />IN.
<br />INCH(ES)
<br />STL.
<br />STEEL
<br />INFO.
<br />INFORMATION
<br />STRUC.
<br />STRUCTURAL
<br />INT.
<br />INTERIOR
<br />STRUCT.
<br />STRUCTURAL
<br />SUSP.
<br />SUSPENDED(TION)
<br />JST.
<br />JOIST
<br />SYMM.
<br />SYMMETRICAL
<br />JT.
<br />JOINT
<br />T.
<br />TOP
<br />K
<br />KIPS (1000 LB.)
<br />TAB.
<br />TOP AND BOTTOM
<br />TEMP.
<br />TEMPORARY
<br />LAT.
<br />LATERAL
<br />TAG.
<br />TONGUE AND GROOVE
<br />LB.
<br />POUND(S)
<br />THK.
<br />THICK(NESS)
<br />L.B.
<br />LAG BOLTS(S)
<br />THIRD.
<br />THREADED
<br />LG.
<br />LONG(ITUDINAL)
<br />TN
<br />TOE NAIL
<br />LGTH.
<br />LENGTH
<br />T.O.S.
<br />TOP OF (STEEL) (SHEATHING) (SLAB)
<br />LGMF.
<br />LIGHT GAUGE METAL FRAMING
<br />T.O.W.
<br />TOP OF WALL
<br />LLH
<br />LONG LEG HORIZONTAL
<br />TRANSV.
<br />TRANSVERSE
<br />LLV
<br />LONG LEG VERTICAL
<br />TYP.
<br />TYPICAL
<br />LSH
<br />LONG SLOTTED HOLE(S)
<br />L.W.
<br />LIGHT WEIGHT
<br />U.N.O.
<br />UNLESS NOTED OTHERWISE
<br />U/S
<br />UNDERSIDE
<br />MAT.
<br />MATERIAL
<br />MAX.
<br />MAXIMUM
<br />V.
<br />VERTICAL
<br />M.B.
<br />MACHINE BOLT
<br />VERT.
<br />VERTICAL
<br />MBM
<br />METAL BUILDING MANUFACTURER
<br />VIF
<br />VERIFY IN FIELD
<br />MECH.
<br />MECHANICAL
<br />M.E.J.
<br />MASONRY EXPANSION JOINT
<br />W.
<br />WIDE (WIDTH)
<br />MEZZ.
<br />MEZZANINE
<br />W/
<br />WITH
<br />MFR.
<br />MANUFACTURER
<br />W/0
<br />WITHOUT
<br />MIN.
<br />MINIMUM
<br />WD.
<br />WOOD
<br />MISC.
<br />MISCELLANEOUS
<br />W.H.S.
<br />WELDED HEADED STUDS
<br />MTL.
<br />METAL
<br />W.P.
<br />WORK POINT
<br />W.S.
<br />WELDED STUD
<br />N.L.B.
<br />NON -LOAD BEARING
<br />WT.
<br />WEIGHT
<br />NO.
<br />NUMBER
<br />W.W.F.
<br />WELDED WIRE FABRIC
<br />N.S.
<br />NEAR SIDE
<br />N.T.S.
<br />NOT TO SCALE
<br />X-STG
<br />EXTRA STRONG
<br />N.W.C.
<br />NORMAL WEIGHT CONCRETE
<br />XX-STG
<br />DOUBLE EXTRA STRONG
<br />O.C.
<br />ON CENTER
<br />YD
<br />YARD
<br />O.D.
<br />OUTSIDE DIAMETER
<br />O.F.
<br />OUTSIDE FACE
<br />O.H.
<br />OPPOSITE HAND
<br />OPNG.
<br />OPENING
<br />OPP.
<br />OPPOSITE
<br />ORNT.
<br />ORIENTATION
<br />OSB
<br />ORIENTED STRAND BOARD
<br />O.W.J.
<br />OPEN WEB JOIST
<br />Utility Conflict
<br />CAUTION:
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
<br />OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
<br />UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION,
<br />THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN POTHOLING
<br />ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
<br />VERIFY WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE
<br />PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.
<br />RESOLVE ANY PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />DPROOF PERFORMED . LOCATIONS SELECTED BY THE
<br />OTECHNICAL ENGINEER. ALL REQUIREDDATA ! •I r BY
<br />i
<br />J ENGINEER. TESTING r NAILS SHALLB.,'
<br />•D UNTIL AIL
<br />OUT AND ! f • AT LEAST 75 PERCENT OF I a+ SPECIFIED
<br />DAY COMPRESSIVE h
<br />IERE TEMPORARY CASING OF THE UNBONDED LENGTH OF TEST NAILS IS PROVIDED, THE
<br />iING SHALL BE INSTALLED TO PREVENT ANY REACTION BETWEEN THE CASING AND THE
<br />OUTIED .�
<br />I �•
<br />LENGTHiNAIL.
<br />0 PROOF TESTING III , OF PRODUCTION NA
<br />OOF TESTING SHALL BE PERFORMED ON 5 PERCENT OF THE PRODUCTION NAILS IN EACH
<br />OTCRETE LIFT. THE LOCATIONi NUMBER f. ! tiDETERMINED
<br />. r. I.
<br />I
<br />'OTECHNICAL ENGINEER.
<br />OOF TEST NAILS SHALL HAVE BOTH BONDED.N • ORUNBONDED LENGTHS. PRIOR
<br />ONLY THE BONDED LENGTH OF THE TEST NAIL•I !
<br />R DETERMINE I BONDED A�Bll ! X
<br />R 'I • i I r I I °I � r •; • i I
<br />I I . I I I! I I �: I I� I I I •I rl I I• I •' �• ti X I I I! r
<br />,
<br />Ir, '' II I •r I -1r'
<br />'!�'; I• Ir I I I li �• I I • r Ir I i . ! � -I :1
<br />I. '" •�r•I r I I III r ' • ;I I� } I
<br />�• � I I I I I I: I r I �� i- . - I I i f' I I �� •', Ir I I � i I� !�
<br />I I • Ir
<br />• . . !fir • � X r,• ,!
<br />)AD HOLD TIME
<br />(0.05 DTL MAX.)1 MINUTE OR UNTIL STABLE
<br />?5 DTL 1 MINUTE OR UNTIL STABLE
<br />50 DTL 1 MINUTE OR UNTIL STABLE
<br />15 DTL 1 MINUTE OR UNTIL STABLE
<br />)0 DTL 1 MINUTE OR UNTIL STABLE
<br />?5 DTL 1 MINUTE OR UNTIL STABLE
<br />50 DTL 10 MINUTES U.N.O.
<br />=FER TO TEST NAIL ACCEPTANCE CRITERIA THUS SHEET
<br />E ALIGNMENT LOAD (AL) SHOULD BE THE MINIMUM LOAD REQUIRED TO ALIGN THE TESTING
<br />PARATUS AND SHOULD NOT EXCEED 5 PERCENT OF THE DESIGN TEST LOAD (DTL). DIAL
<br />GES SHOULD BE SET AT "ZERO" AFTER THE ALIGNMENT LOAD HAS BEEN APPLIED.
<br />- LOAD INCREMENTS SHALL BE MAINTAINED WITHIN 5-PERCENT OF THE INTENDED LOAD.
<br />PENDING ON PERFORMANCE, EITHER 10-MINUTE OR 60-MINUTE CREEP TESTS SHALL BE
<br />RFORMED AT THE MAXIMUM TEST LOAD. THE CREEP PERIOD SHALL START AS SOON AS THE
<br />XIMUM TEST LOAD IS APPLIED AND MOVEMENTS SHALL BE RECORDED AT 10, 20, 30, 50 AND 60
<br />JUTES. REFER TO TEST NAIL ACCEPTANCE CRITERIA THIS SHEET.
<br />902 - VERIFICATION TESTING OF NAILS (SN)
<br />O SUCCESSFUL VERIFICATION TESTS SHALL BE PERFORMED IN EACH IDENTIFIED SOIL UNIT
<br />OR TO, OR DURING THE START OF, INSTALLATION OF PRODUCTION NAILS IN THAT UNIT TO
<br />RIFY THE INSTALLATION METHODS, SOIL CONDITIONS AND NAIL PULLOUT CAPACITY. THE
<br />'ATION OF THE TESTS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER OF RECORD.
<br />R TEMPORARY CONSTRUCTION SHORING, SUCCESSFUL VERIFICATION NAILS MAY BE
<br />ORPORATED AS PRODUCTION NAILS. REFER TO TEST NAIL ACCEPTANCE CRITERIA THIS
<br />_ET.
<br />ZIFICATION NAILS SHALL NOT BE INCORPORATED AS PERMANENT PRODUCTION NAILS UNLESS
<br />'ROVED BY THE GEOTECHNICAL ENGINEER.
<br />>T NAILS SHALL HAVE BOTH BONDED AND UNBONDED LENGTHS. PRIOR TO TESTING, ONLY
<br />BONDED LENGTH OF THE TEST NAIL SHALL BE GROUTED. THE UNBONDED LENGTH OF THE
<br />>T NAIL SHALL BE AT LEAST 3 FEET. THE BONDED LENGTH OF THE TEST NAILS SHALL BE
<br />ERMINED BY THE GEOTECHNICAL ENGINEER BASED ON THE BAR GRADE AND SIZE SUCH
<br />kT THE ALLOWABLE BAR STRUCTURAL LOAD IS NOT EXCEEDED, BUT SHALL NOT BE LESS
<br />kN 10 FEET. THE ALLOWABLE BAR STRUCTURAL LOAD DURING TESTING SHALL NOT EXCEED
<br />'ERCENT OF THE ULTIMATE STRENGTH FOR GRADE 150 BARS OR 80 PERCENT OF THE YIELD
<br />LENGTH FOR GRADE 75 BARS.
<br />: VERIFICATION TEST BONDED LENGTH Lbv SHALL NOT EXCEED THE TEST ALLOWABLE BAR
<br />ZUCTURAL LOAD DIVIDED BY 2 TIMES THE DESIGN PULLOUT RESISTANCE: VALUE. THE
<br />-LOWING EQUATIONS SHALL BE USED FOR DETERMINING THE TEST NAIL BOND LENGTH TO
<br />)ID STRUCTURALLY OVERSTRESSING THE VERIFICATION NAIL:
<br />= C*Fy*As / (2*Ad) FOR STEEL GRADE 75
<br />= C*Fu*As / (2*Ad) FOR STEEL GRADE 150
<br />ERE:
<br />= MAXIMUM VERIFICATION TEST NAIL BOND LENGTH IN FEET.
<br />NAIL BAR YIELD STRENGTH IN KSL
<br />= NAIL BAR ULTIMATE TENSILE STRENGTH IN KSL
<br />= NAIL BAR AREA IN SQUARE INCHES.
<br />= DESIGN BOND (LOAD TRANSFER / PULLOUT RESISTANCE) IN KIPS/FT.
<br />0.8 FOR GRADE 150 BARS AND 0.8 FOR GRADE 75 BARS.
<br />: DESIGN TEST LOAD (DTL) DURING TESTING SHALL BE (Lb -Ad)
<br />ERE:
<br />AS -BUILT BONDED TEST LENGTH IN FEET.
<br />= DESIGN BOND (LOAD TRANSFER / PULLOUT RESISTANCE) IN KIPS/FT.
<br />ZIFICATION TEST NAILS SHALL BE INCREMENTALLY LOADED TO TWICE THE DESIGN TEST LOAD
<br />L) FOLLOWED BY UNLOADING IN ACCORDANCE WITH THE FOLLOWING SCHEDULE. THE SOIL
<br />L MOVEMENT SHALL BE RECORDED AT THE END OF THE HOLD TIME ASSOCIATED WITH EACH
<br />REMENT OF LOADING AND UNLOADING. EACH UNLOAD INCREMENT SHALL BE HELD ONLY
<br />Z A SUFFICIENT TIME TO ALLOW STABILIZATION OF THE MOVEMENT READING.
<br />)ADRNG UNLOADING
<br />AD HOLD TIME LOAD HOLD TIME
<br />(0.05 DTL MAX.)1 MINUTE1.75 DTLUNTIL STABLE
<br />5 DTL 10 MINUTES 1.50 DTLUNTIL STABLE
<br />0 DTL 10 MINUTES 1.25 DTLUNTIL STABLE
<br />5 DTL 10 MINUTES 1.00 DTLUNTIL STABLE
<br />0 DTL 10 MINUTES 0.75 DTLUNTIL STABLE
<br />5 DTL 10 MINUTES 0.50 DTLUNTIL STABLE
<br />0 DTL 60 MINUTES 0.25 DTLUNTIL STABLE
<br />`5 DTL 10 MINUTES AL UNTIL STABLE
<br />0O DTL 10 MINUTES
<br />: ALIGNMENT LOAD (AL) SHOULD BE THE MINIMUM LOAD REQUIRED TO ALIGN THE TESTING
<br />'ARATUS AND SHOULD NOT EXCEED 5 PERCENT OF THE DESIGN TEST LOAD (DTL). DIAL
<br />,ES SHOULD BE SET AT "ZERO" AFTER THE ALIGNMENT LOAD HAS BEEN APPLIED. ALL LOAD
<br />REMENTS SHALL BE MAINTAINED WITHIN 5-PERCENT OF THE INTENDED LOAD. REFER TO
<br />;T NAIL ACCEPTANCE CRITERIA THIS SHEET.
<br />r '
<br />I 1- I , I i •' I I, �.: • I I p. ri 1 - -' t�, p ,„� ��.� F, a
<br />I
<br />•:. • I II I I I I I I I I I I
<br />~,
<br />I I I
<br />� I- ,41• I fi r- i t I I I '
<br />I -
<br />,
<br />I I I FYg� �• ��
<br />I� I I Ir f� • I I I I I I � ! C�'�� � 'r1 �%�
<br />I • LI _
<br />•
<br />I I i I I I� I !' I f �•��•
<br />• r I I �I •: ! I I I I I lt:�� �, �
<br />I
<br />I r I . I
<br />I
<br />�y
<br />r r I I IP.
<br />WE
<br />Ir I i i I I I I I I I ! I. I' I I I • •"
<br />I I
<br />I .;I ,- •I �, III ,llr I: 'i
<br />f M1
<br />t I- -• I � I� I II II I I I �.
<br />. �I � 5 �a*S:;x„ � „ �Y� a r.:-�'"'Swv;"•�' n'a"`v�,�.,;�s,°,.4 .:�:. �t�,'a,�.'�, .�"*`�"�`r.'�'i
<br />I
<br />a-
<br />,r ,r'� I ��� I I ,I' I I'I IrI II :r I �� � • I I -t Ir �I III !I `I ��
<br />XI i I I-' I �'�.I �1 I! ill I -I� a. 'I •"I I � •' I-
<br />F�
<br />� ,! - •r11 I � e
<br />s
<br />LI I IX �•. ! .I . 4I I X � -.
<br />a.
<br />ps
<br />E ,
<br />4
<br />r � i, I , ! h . ;; • - , Ir � 1, • ,:, �. �? �,���� �`
<br />I
<br />4.. s
<br />Utz
<br />t
<br />ITY O! VEImo.E` T
<br />t'� Irr'
<br />DATE: 10-20-2020
<br />JOB NO. 19-48
<br />FERMT NO. B2000-044
<br />REVISIONS:
<br />DATE DESCRIPTION
<br />ISSUE:
<br />SHORING/EX 05/08/20
<br />SHOR/EX REV 09/24/20
<br />SHOO/EX REV2 10/20/20
<br />
|