|
ORDER itPRECEDENCE
<br />DRAWINGSIN CASE OF DISCREPANCIES IN CONSTRUCTION DOCUMENTS, THE
<br />CONTROL l I I I NOTES A!
<br />'i�I
<br />■ I
<br />EN
<br />SPECIFICATIONS.
<br />TH
<br />E I STRUCTURAL CONTROL rI SHALL
<br />OVER ANY OTHER
<br />WRITTEN SPECIFICATIONS.
<br />r
<br />A. DESIGN CODES
<br />WASHINGTON STATEBUILDING I DIN OD ON THE0 IBC
<br />DD1I I N I REGULATIONS: STAO, WASHINGTON OCCUPATIONAL
<br />SAFETY AND HEALTH ACT.
<br />B. OCCUPANCY AND CONSTRUCTION REQUIREMENTS
<br />1) DISK CATEGORY II
<br />C. DESIGN CRITERIA
<br />1) LATERAL LOADS
<br />a) SEISMIC
<br />1) SEISMIC IMPORTANCE FACTOR, IE= 1,0
<br />2) SEISMIC IMPORTANCE FACTOR FOR COMPONENTS, Ip = 1.0
<br />3) MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS:
<br />Ss = 1.446
<br />S, = 0.556
<br />4) SITE CLASS: D
<br />5) DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS:
<br />SCS = 0.964
<br />Sp1= 0,556
<br />6) SEISMIC DESIGN CATEGORY: D
<br />7) ANALYSIS PROCEDURES USED: EQUIVALENT STATIC FORCE PROCEDURE
<br />2) GRAVITY LOADS
<br />a) GROUND FLOOR LIVE LOAD = 500 PSF
<br />b) ELEVATED FLOOR LOADS
<br />1) LIVE LOAD = 60 PSF; LIVE LOAD REDUCTION NOT APPLIED.
<br />2) DEAD LOAD = STRUCTURE WEIGHT
<br />h
<br />A.GENERAL
<br />1) THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE
<br />CONSTRUCTION OF THE PROJECT LOCATED IN EVERETT, WASHINGTON.
<br />DO N GRANT LICENSE EN ICONSTRUCT
<br />POSSESSION �L THESE DRAWINGS I
<br />•,� ° "� • I' ICI I�4,4xi I' .I4 ! "i �,il`
<br />B. COORDINATION
<br />COORDINATE WORK IN SUCH A MANNER AS TO MINIMIZE IMPACT I FACILITY
<br />OPERATIONS.
<br />COORDINATE WORK OF OI ICRAFTS .VI !NTERDEPENDENT
<br />RESPONSIBILITIES � i.
<br />I�
<br />I I I! IN SERVICE
<br />MATERIALS AND EQUIPMENT.
<br />FIELD D ;.' I r ALL EXISTING � ELEVATIONS AND DIMENSIONS SHOWN ,I I ON THE
<br />DRAWINGS BEFORE DIL! WITH 'I OIRI., IMMEDIATELY REPORT r AN
<br />DEVIATIONS TO THE 'I R AND iENGINEER.
<br />4 4
<br />r '
<br />! j`IiR� .I �;R IIi: �II�f ■ I �II�,� I■�; I :II iII #�
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<br />-■, ,■, _,' All I A I ,I � I i �' R . �` i' I i , i i I i ! t•, -_
<br />� I I it AI � :.. i ►4 1 ,R �. I x I i- AI.. ,Li R" I . A I ,�I..
<br />is I i I I •, ', ' I{
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<br />AI .Rr4i,A I!�
<br />E. QUALITY .OR r,O,
<br />COMPLY4 '# PROJECT STANR A. I. D AS + MINIMUM Fy. jR QUALITY
<br />■ OR
<br />FOR THE I IWORK, C'R t DRAWINGS,CODE TOLERANCES, '�
<br />SPECIFIC REQUIREMENTS INDICATE HIGHER STANDARDS OR MORE PRECISE
<br />WORKMANSHIP.
<br />2) CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CORRECTING ALL SITE
<br />CONDITIONS CAUSED BY CONSTRUCTION AL LIL.
<br />PROTECT ALL X!' AND NEW UTILITIES,II AND EQUI
<br />PMENT
<br />FROM AA - , I
<br />CONSTRUCT ALL ITEMS ANDCOMPONENTS IN FULL ACCORDANCE WITH 'I I I
<br />DRAWINGS AND SPECIFICATIONS. ANY A AHAVE
<br />WRITTEN
<br />APPROVAL BY THEENGINEER PRIOR TO CONSTRUCTION.
<br />UNLESS OTHERWISE NOTED, ALL a,,i l H EXISTING IN LINE
<br />AND ELEVATION. SHOULDTHESE LINES AND ELEVATIONS CONFLICT WI H THE
<br />LINESAND ELEVATIONS SHOWN II I THE DRAWINGS, CONTACT THEOWNER AND
<br />ENGINEER IMMEDIATELY.
<br />DI
<br />■I AI �,I l�Il ■L.�'I Ri �' �: I I �I ! L �i'r "° � �
<br />t ,"r;1,; SIR �- I ';iI� �I I f■'I-�I� � � 1.'I 1'i! ;IR'�! ,�.:;' �"� L
<br />�... ii rA' 111 '� .IIR '�' I. A.I L '. ; ■, �'' �, ,■j I.A .... �,RI � ,lI�I
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<br />i■.-:.I. �I.. it ; f'I' ' II `� i � L f I- L-�� R rel i 47I i,. :
<br />41 I. I �S I ;' i 4 I �:•IiR �df I,'I 4t� � I... � Irk
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<br />I L � I I I l i � � � E' ! ( IR J I� i - IR !■' 1 i , I � I �
<br />! R'R �! 'l i � r '�l R � � : II � ,.I �f 4'I ! L I'I' R l �ti4 • i II- i !
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<br />I::I, I,I�I ■�' �� iil' li ';k �II ' �"" I I" I � A!IR%I�I'� I'
<br />I � Cr I I ! � L I i I � I';'! , I ( I I '■. I '� I I III IR I � �' I Iil � ■, 14 IR I , r ; I
<br />I I �'' i r L,A , i �I IRA + � � � • I i
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<br />I■ I ! I (. 41 IR.
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<br />14 I ■: I I A i I l 11 I I
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<br />�l' Ii`I I I lul 1R1 II li`i
<br />I I i r I
<br />I I b !iI I r
<br />I;I I■,' Ili I:Ai � Ii� � II '!, -t I! I �I
<br />CONDITIONS
<br />THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CONDITION]
<br />7w`..IVATERIALS
<br />FILL:
<br />I ;R I" I I .,� LCLEAN, IFREE-DRAINING, 1' OK
<br />WITH ALL MATERIAL
<br />' A PASSING THE 1
<br />INCH
<br />I.I A. : j DNOT MORE THAN 5%
<br />PASSING THE NUMBER 200 SIEVE.
<br />FLOWABLE
<br />CONTROL
<br />IRO'. DENSITY FILL
<br />D ! OA iSELF-LEVELING
<br />MIXTURE PORTLAND CEMENT, FLY ASH, FINE AGGREGATES,
<br />ENTRAININGAND WATER.A A k.. B E■ i MINIMUM,100
<br />■ I MAXIMUM 28-DAYCOMPRESSIVE STRENGTH.:I.MIX DESIGN TO
<br />ENGINEER FOR R ! A,'dD APPROVAL PRIOR
<br />RI PLACING.
<br />) VERIFY
<br />A; SURVEY BENCHMARKS AND INTENDED ELEVATIONS FOROIRI�
<br />ARE AS INDICATED.
<br />REMOVE ALL ORGANIC MATERIAL, OP OII AND ANY III FROM DE
<br />BUILDINGS AND SLAB AREAS.
<br />OVER -EXCAVATE AREA NOT CAPABLEOF IN SITU COMPACTION.
<br />NOTIFY II OF ANY UNUSUAL A I Oa ION ENCOUNTERED IN FOOTING
<br />EXCAVATION.
<br />CLEANALL FOOTING AREAS Of LOOSE MATERIALBY HAND. REMOVE ALL
<br />SOFT S01 FROM FOOTING EXCAVATIONS PRIOR TO PLACING FOUNDATIONS.
<br />•) ALL FOOTINGS S' A i A. R O. FIRM, D: 1 RB D NATIVE SOILSOR
<br />COMPACTED STRUCTURAL FILL x MINIMUM OF 18 INCHES BELOW GRADE.O
<br />LOOSE SOILOR FILL ` PERMITTED I! I R FOOTINGS fITOR
<br />D. BAC&FILL
<br />1) SCARIFY AND PROOF ROLL U IR I I ,:
<br />DEPTH I i II IDENTIFY
<br />SOFT
<br />SPOTS.
<br />iI
<br />REMOVE
<br />O;,ANY SOFT SPOTS AND BACKFILL
<br />WITH S
<br />IIf14I . R F�LL
<br />2) BACKFILL OR
<br />AREAS ,I STRUCTURAL 4 .
<br />FILL.
<br />3) STRUCTURAL FILL: i IN LAYERS
<br />NOT TO EXCEED 6 INCHES
<br />COMPACTED I P ; i
<br />COMPACTION
<br />,: REQUIREMENTS
<br />, L:
<br />"HFOLLOWING
<br />SHOWN AS A PERCENTAGE
<br />:RA MAXIMUM
<br />AU :R: DENSITY AS
<br />DETERMINED
<br />! , i4 ASTM
<br />STANDARD ASTM EFFORT:
<br />I i i l I
<br />.I FILL !LEI; SLABS: TO 95W
<br />COMPACTION I� 4PERFORMED �I ACCORDANCE I (SAND
<br />METHOD)938 (NUCLEAR is
<br />E. TESTING AND I.i, INSPECTION
<br />I, I
<br />TESTINGD INSPECTION PER DIVISION 1.
<br />DIVISION 3: CO' .t R .;I `
<br />A.REFERENCES
<br />1) ACI 301 - STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
<br />BUILDINGS
<br />2) ACI 302 - GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION
<br />3) ACI 304R - GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING
<br />CONCRETE
<br />4) ACI 313 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND
<br />COMMENTARY
<br />5) CRSI MSP-1 - MANUAL OF STANDARD PRACTICE
<br />6) AWS D1.4 - STRUCTURAL WELDING CODE -REINFORCING STEEL
<br />B. CONCRETE REINFORCING
<br />1) SUBMITTALS
<br />a) SHOP DRAWINGS: INDICATE BAR GRADES, SIZES, SPACING, LOCATION,
<br />QUANTITIES, BENDING & CUTTING SCHEDULES,
<br />b) MILL TEST REPORTS.
<br />2) REINFORCING STEEL
<br />a) ASTM A615 GRADE 60 (60 KSI) DEFORMED BAR.
<br />1) THE ACTUAL YIELD STRENGTH BASED ON THE MILL TESTS REPORTS
<br />SHALL NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN
<br />13,000 PSI AND THE RATIO OF ACTUAL ULTIMATE TENSILE STRENGTH TO
<br />THE ACTUAL YIELD STRENGTH SHALL NOT BE LESS THAN 1.25. IF ASTM
<br />A615 GRADE 60 REINFORCING DOES NOT SATISFY THESE REQUIREMENTS,
<br />ASTM A706 REINFORCING SHALL BE PROVIDED.
<br />b) REINFORCING SUBJECT TO WELDING: ASTM A706 GRADE 60 (60 KSI)
<br />DEFORMED BAR.
<br />1) USE ONLY LOW HYDROGEN E70XX ELECTRODES.
<br />2) WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.4.
<br />c) DEFORMED BAR ANCHORS (DEBA): ASTM A496, TYPE D2L BY TRW NELSON.
<br />d) HEADED CONCRETE ANCHORS (HCA) TYPE H4L BY TRW NELSON.
<br />3) ACCESSORIES:
<br />a) DOWEL BAR SPLICE ASSEMBLIES: LENTON FORMSAVER BY ERICO PRODUCTS
<br />INC.
<br />4) UNLESS OTHERWISE NOTED ON THE DRAWINGS, LAP SPLICES FOR
<br />REINFORCING SHALL BE AS FOLLOWS:
<br />BAR SIZE
<br />US
<br />BAR SIZE
<br />METRIC e.�Si
<br />CLASS B
<br />SPLICE
<br />(INCH)
<br />TOP BAR
<br />SPLICE
<br />(INCH)
<br />3
<br />#10
<br />19
<br />25
<br />#4
<br />#13
<br />25
<br />33
<br />#5
<br />#16
<br />31
<br />41
<br />#6
<br />#19
<br />37
<br />49
<br />#7
<br />#22
<br />54
<br />70
<br />#6
<br />#25
<br />62
<br />30
<br />9
<br />#29
<br />69
<br />90
<br />#10
<br />#32
<br />77
<br />100
<br />#11
<br />#36
<br />65
<br />110
<br />#14
<br />#43
<br />108
<br />140
<br />#18
<br />#57
<br />139
<br />130
<br />OP BARS ARE �10R�ZORITAL BARS PLACED , A OR'
<br />SPLICE.THAN 12 INCHES OF FRESH CONCRETE IS CAST BELOW
<br />PROVIDE ; IL D COVER AS FOLLOWS:
<br />AGAINSTa) CONCRETE CAST AND PERMANENTLY
<br />1 RAI i I EXPOSED OEARTH:
<br />INCH)
<br />b CONCRETE EXPOSED
<br />PD O EARTH 'R A OR WEATHER:
<br />'6 BAR AND D I' 8 ; 1 ,8 INCH)
<br />.,. .ANDSMALLER: INw I IN
<br />f! EXPOSED OWEATHEROR ICONTACT I EARTH:
<br />i SLABS, WALLS, JOISTS:
<br />BAR AND D LARGER:
<br />IR AND SMALLER:
<br />I INCH)
<br />r BEAM, COLUMNS, PEDESTALS (PRIMARY REOI I I :I
<br />AND A'' ill H IN
<br />6) UNLESS OTHERWISE NOTED ON THE DRAWINGS, PROVIDE CORNER BARS TO
<br />MATCH HORIZONTALREINFORCING AT CO,R AND INTERSECTIONS.
<br />C. CAST -IN -PLACE CONCRETE
<br />1) MATERIALS:
<br />a) FINE AND COARSE AGGREGATES: ASTM C33.
<br />b) ADMIXTURES:
<br />1) AIR ENTRAINMENT: ASTM C260
<br />2) ADMIXTURES: ASTM C494
<br />2) ACCESSORIES.
<br />a) SEE SPECIFICATION
<br />b) CORRUGATED PAPER FORMWORK: SUREVOID PRODUCTS, BY VOIDFORM
<br />PRODUCTS, INC.
<br />3) CAST IN PLACE ANCHOR RODS: SEE DIVISION 5.
<br />4) POST INSTALLED CONCRETE FASTENERS:
<br />a) EXPANSION ANCHORS: MECHANICAL EXPANSION TYPE: ICC-ESR APPROVED
<br />KWK BOLT-TZ BY HILTI, INC., OR ICC-ESR APPROVED STRONG BOLT 2 BY
<br />SIMPSON STRONG -TIE.
<br />b) UNDERCUT ANCHORS: ICC-ESR APPROVED HDA UNDERCUT ANCHOR BY
<br />HILTI, INC. OR ICC-ESR APPROVED TORQ-CUT BY SIMPSON STRONG TIE.
<br />c) CHEMICAL ADHESIVE ANCHORS: CHEMICAL ANCHOR TYPE: ICC-ESR
<br />APPROVED HIT -RE 500 V3 BY HILTI, INC., OR ICC-ESR APPROVED SET-XP BY
<br />SIMPSON STRONG -TIE. SEE DIVISION 5 NOTES FOR THREADED ROD
<br />MATERIAL TO BE USED WITH ADHESIVE ANCHORS,
<br />SYM
<br />REVISION
<br />BY
<br />APPROVED
<br />DATE
<br />SYM
<br />REVISION
<br />BY
<br />APPROVED
<br />DATE
<br />A
<br />PFP SPAR PAINT BOOTH 1 AND 2 - IFC REMOVAL W5983281
<br />HG
<br />RLT
<br />08.09.19
<br />6
<br />PFP SPAR PAINT BOOTH 1 AND 2 - IFC FOUNDATION W5983281
<br />HG
<br />RLT
<br />10.25.19
<br />Iml
<br />ALTERNATE ' I I I A. I! PRODUCTS BE APPROVED IN WRITING BY THE
<br />STRUCTURAL EI 'E R PRIOR
<br />O USE OR SUBSTITUTION.PROPOSED
<br />ALTERNATE PRODUCT SUBMITTALS WILL BE EVALUATED CONSIDERING
<br />ICC-ESR SHOWING COMPLIANCE WITH THE CURRENT CODE FOR SEISMI
<br />USES A ID LOAD RESISTANCE.PROVIDE MINIMUM EDGE lG DISTANCE
<br />I-Af AND
<br />SPACING I DII k I D IN THE PRODUCT'. I'. REPORT II ,I I
<br />OTHERWISE NOTED !I DRAWINGS.
<br />CONCRETEI
<br />a) ALL CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ACI 318.
<br />CONCRETE SHALL BE I4 It ANDPLACED ACCORDANCE \WM
<br />ASTM •:
<br />4.
<br />6) HOT WEATHER CONCRETING ACCORDANCE ACI 305R.
<br />FINISHING7) COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306R.
<br />ALL I II'G SHALL BE IN ACCORDANCE WITH ACI 301 SECTION
<br />EXPOSED
<br />OD EDGES SHALL IkL I B, FORMED USING 4 INCH CHAMFER UNLESS
<br />OTHERWISENOTED.
<br />'+ SEE I: I o- SPECIFICATIONS
<br />1._I A IO' FOR CONCRETE
<br />:I- FINISH REQUIREMENTS.
<br />D. C#RING
<br />CONCRETE SHALLCURED APPROVEDCURINGBY
<br />USE �, U- COMPOUND OR I O
<br />AN WET R I , G R I.FOR L MINIMUM OF DAYS AFTER
<br />CONCRETE PLACEMENT IN ACCORDANCE WITH ACI 308.1. CURING COMPOUNDS
<br />SHALL BE APPLIEDN ACCORDANCE WI N I AC I R R'WRITTEN
<br />INSTRUCTIONSDSPECIFICATIONS.
<br />E. GROUT
<br />1) ASTM I 107, i; I APPROVED, -.. ON-S `` `N NON-METALLIC, i t
<br />COMPRESSIVE STRENGTH OF
<br />PSI
<br />AT A FIVE GROUT
<br />STAR PRODUCTS OR MASTERFLOW928 BY BASF.
<br />EQUIPMENT BASES AND COLUMN RA PLATES I ',I GROUTED
<br />ACCORDANCE II -I THE MANUFACTURERS WRII INSTRUCTIONS.
<br />i
<br />NO
<br />�, � I�. �., I, I, � . I 41Rt! it ■k. 1 ,; I ,� , III �!
<br />I' I �I •� I� �.� I I �! "!i Ii��1
<br />a
<br />I i (
<br />■
<br />I I 1
<br />i I, I I A' I j �, A �� ,A. ' I �•:
<br />• I - f I
<br />AR rI �i A, I I �'a ! AI .�'( I A i I :•I Ii; iI.
<br />fs r� s
<br />I i I a.
<br />I
<br />A i� ,A ' ;fi A I I� III , ■ , , A . I A : I. � , i !�.
<br />I I
<br />1 I
<br />I
<br />II
<br />I i R: I I ' I '� I � , R I � �' :. I,! ■ ,4 iR 4 � 1 � 4 � ,� I
<br />I
<br />I k .
<br />I: r
<br />C. CONNECTIONS
<br />i Iij I.
<br />1) ALL STRUCTURAL CONNECTIONS SHALL UTILIZE 3/4 INCH DIAMETER A325 HIGH
<br />STRENGTH BOLTS AND BE TYPE N(BEARING I AiI INCLUDED IH
<br />SHEAR A R PLANE) II UNLESS OTHERWISENOTED. CONNECTIONS 41' I O E D (SLIP
<br />CRITICAL) SHALL INCLUDErAD INDICATOR WASHERS OR USE TENSION
<br />I
<br />CONTROLLEDTI- SURFACES CONNECTING
<br />PARTS IN III IiSHALL BE PROTECTED AGAINST IN AND
<br />OVER -SPRAY.
<br />2) HIGH STRENGTH AND I TIGHTENEDACCORDANCE
<br />WITH i H"SPECIFICATIONSO I. STRUCTURAL
<br />.i! JOINTS
<br />OI'. USINGI H
<br />BOLTS"(AISC 360) AND SSTC "STRUCTURAL BOLTING HANDBOOK".
<br />3) ALL HIGH STRENGTH BOLTS SHALL BE FULLY TENSIONED UNLESS NOTED
<br />D WELDING
<br />II
<br />ALL D;NG SHALL BE PERFORMED IN ACCORDANCE WI AWS ICI 1
<br />ALL WELDINGON ELEMENTSOF THE SEISMIC FORCE-RESISTING
<br />RIS T SYSTEM A,.I
<br />BE PERFORMED IN ACCORDANCE WITH AWS II
<br />GUARDRAILS iD HANDRAILS S, I A I PROVIDED WITH CLOSED ENDS AND
<br />CONNECTIONS SHALLCONTINUOUSLY WELDED D UNLESS NOTED OTHERWISE.
<br />ACCEPTABUTY
<br />THIS DESIGN AND/OR
<br />SPECIFICATION IS APPROVED
<br />APPROVED BY DEPT.
<br />R, PINLAC
<br />CHECKED
<br />R, PINLAC
<br />ENGINEER
<br />DATE K, WpTT
<br />CHECKED
<br />A, WARNER
<br />APPROVED
<br />R. THIRTYACRE
<br />11.06,18
<br />08,09.19
<br />08.09.19
<br />08,09,19
<br />08.09.19
<br />SUBTITLE
<br />TITLE
<br />E. STEEL GRATING
<br />1) EXTERIOR PLATFORM & STAIR LANDING GRATING: TYPE ANSI/NAAMM MBG 531:
<br />W-19-4
<br />1 1/4 X 3/16 STEEL, TOP SURFACE: PLAIN. FINISH: PAINTED PER PROJECT
<br />SPECIFICATIONS.
<br />2) STAIR TREAD GRATING: TYPE ANSUNAAMM MBG 531: 19-4 1 1/2 X 3/16 STEEL.
<br />TOP SURFACE: PLAIN. NOSING TYPE: CAST ABRASIVE. FINISH: PAINTED PER
<br />PROJECT SPECIFICATIONS.
<br />3) PAINT BOOTH TRENCH GRATING TYPE: TYPE ANSI/NAAMM MBG 531: 19-4 (3 X
<br />1/4) STEEL, MCNICHOLS TYPE "GHB" OR EQUAL. TOP SURFACE. PLAIN. FINISH.
<br />GALVANIZED PER ASTM A123.
<br />3) SUPPORT SPACE TRENCH GRATING TYPE: TYPE ANSI/NAAMM MBG 531: W-19-4
<br />(1 1/2 X 3/6) STEEL. TOP SURFACE: PLAIN. FINISH: GALVANIZED PER ASTM A123.
<br />4) SPAR PAINT BOOTH SUMP TRENCH GRATING TYPE: TYPE ANSUNAAMM MBG 531:
<br />19-SI-4 (1 1/2 X 1/4) SWAGE -LOCKED ALUMINUM, MCNICHOLS TYPE"GIA" OR
<br />EQUAL.
<br />5) ACCESSORIES:
<br />a) FASTENERS AND SADDLE CLIPS: GALVANIZED.
<br />6) GRATING PANELS SHALL BE SANDED USING THE SAME MATERIAL AS GRATING.
<br />BAND GRATING PANELS AT THE FOLLOWING LOCATIONS UNLESS OTHERWISE
<br />NOTED:
<br />a) OPENINGS AND BLOCKOUTS.
<br />b) REMOVABLE PANELS.
<br />c) PERIMETER OF INDIVIDUAL PANELS.
<br />F. STEEL DECK
<br />1) SUBMITTALS:
<br />a) SWOP DRAWINGS: INDICATE TYPES, PROFILES, SIZES, GAUGES, FINISH,
<br />DIMENSIONS, PROPERTIES, SUPPORTS, POSITIONS, LAP LOCATIONS,
<br />OPENINGS, FASTENING TYPE AND SCHEDULE, ACCESSORIES, ETC FOR THE
<br />FABRICATION AND INSTALLATION OF ALL STEEL DECKING.
<br />2) PRODUCTS. VERCO STEEL FLOOR DECK SYSTEM TYPE "PLB FORMLOCK" OR
<br />EQUAL BY VERCO STEEL.
<br />3) MATERIALS:
<br />a) SWEET STEEL: GALVANIZED ASTM A653 GRADE 50 STRUCTURAL QUALITY.
<br />FINISH: ASTM A924 G60.
<br />b) POWDER -ACTUATED OR PNEUMATIC DRIVEN FASTENERS: TYPE X-ENP-1915
<br />MANUFACTURED BY HILTI, INC., WITH KNURLED SWANKS AND 1/2 INCH
<br />DIAMETER (MINIMUM) STEEL CLAMPING WASHERS. PROVIDE SDK2 SEALING
<br />CAPS WHERE INDICATED.
<br />4) STEEL FLOOR DECK: SECTION DEPTH: 1 1/2 INCH. SECTION THICKNESS: 16
<br />GAUGE. RIB SPACING: 12 INCHES ON CENTER, SIDE LAPS: STANDARD
<br />INTERLOCKING SEAM.
<br />5) STEEL FLOOR DECK INSTALLATION: SHORE ALL CANTILEVER SPANS, AND ALL
<br />OTHER SPANS WHERE REQUIRED BY THE DECK MANUFACTURER. PLACE PANELS
<br />AND ADJUST TO FINAL POSITION PRIOR TO PERMANENT ATTACHMENT. PROVIDE
<br />2 INCH MINIMUM BEARING, 3 INCH MINIMUM END LAPS. END LAPS SHALL OCCUR
<br />OVER SUPPORTS ONLY. PROVIDE SHEAR STUD CONNECTORS WHERE INDICATED
<br />ON THE DRAWINGS. ATTACH PANELS AT PERPENDICULAR SUPPORTS WITH 4
<br />FASTENERS PER 36 INCH WIDE PANEL WIDTH, ATTACH PANELS PARALLEL TO
<br />SUPPORTS WITH FASTENERS AT 12 INCH ON CENTER MAXIMUM SPACING. PANEL
<br />SIDE LAPS SHALL BE FASTENED/INTER-CONNECTED WITH (MANUFACTURERS
<br />PROPRIETARY INTERLOCKING PUNCH SYSTEM AT 12 INCH ON CENTER MAXIMUM
<br />SPACING.
<br />6) SPECIAL INSPECTION: ALL STEEL DECK SHALL HAVE SPECIAL INSPECTION AFTER
<br />INSTALLATION AND PRIOR TO INSTALLATION OF FINAL COVER,
<br />A) CORROSION PROTECTION
<br />1) ALL STRUCTURAL MISCELLANEOUS STEEL SHALL SHOP PRWED,UNLESS
<br />OTHERWISE NOTL D. ALL STRUCTURN MISCELLANEOUS STEEL NOTED AS
<br />GALVANIZED H I BE O1 DIPPED GALVANIZED AFTER FABRICATION IN
<br />ACCORDANCE
<br />O R DA WITH t ASTM A123.
<br />2) FINAL FINISH OF I STRUCTURAL I AND MISCELLANEOUS STEEL SHALL i MATCH
<br />EXISTING OR SPECIFIED BOEING.
<br />FIELD TOUCH UP OF GALVANIZED STEEL SHALL BE WITH GALVICONCO COLD
<br />GALVINZING COMPOUND. MINIMUM ' II MILS D.F.T. RESTORATION OF THE
<br />GALVANIZED COATING I I`. , SHALLN ACCORDANCE Wi ASTM A :: ?NDA Ra
<br />PRACTICE FOR R REPAIR DAMAGED AND ! D d D L :, A: D AREA
<br />.A OF HOT -DIP
<br />GALVANIZED COATINGS".
<br />+FINAL FINISH OF CONCRETE AND COATING OF Oi R "iSHALL
<br />EXISTING OR SPECIFIED
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