ࡱ> _ fbjbjzyzy ;6b6b]TT8 Lh 40D!D!(l!l!l!G" S" _"<4>4>4>4>4>4>4$584#""##4!!4***#!!3*#<4**6|0d2l!r_%1,340419&98292g"L"6*",#g"g"g"b4b4(&g"g"g"4####9g"g"g"g"g"g"g"g"g"TB : SECTION 055213 STEEL PIPE AND TUBE RAILINGS GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division01 Specification Sections, apply to this Section. SUMMARY Section Includes: Steel pipe and tube railings. Related Requirements: RETAIN SUBPARAGRAPHS BELOW TO CROSS-REFERENCE REQUIREMENTS CONTRACTOR MIGHT EXPECT TO FIND IN THIS SECTION BUT ARE SPECIFIED IN OTHER SECTIONS. DELETE FIRST SUBPARAGRAPH BELOW IF RAILINGS FOR METAL STAIRS ARE SPECIFIED IN THIS SECTION. Section055112 "Metal Pan Stairs" for steel tube railings associated with metal pan stairs. Section061053 "Miscellaneous Carpentry" for wood blocking for anchoring railings. COORDINATION Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint and coating manufacturers' written recommendations to ensure that shop primers and topcoats are compatible with one another. Coordinate installation of anchorages for railings. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. Schedule installation so wall attachments are made only to completed walls. Do not support railings temporarily by any means that do not satisfy structural performance requirements. SUBMITTALS Product Data: For the following: Manufacturer's product lines of mechanically connected railings. Railing brackets. Grout, anchoring cement, and paint products. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. Samples: For each type of exposed finish required. Sections of each distinctly different linear railing member, including handrails, top rails, posts, and balusters. Fittings and brackets. Delegated-Design Submittal: For railings, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. Qualification Data: For testing agency. Welding certificates. Mill Certificates: Signed by manufacturers of stainless-steel products certifying that products furnished comply with requirements. Paint Compatibility Certificates: From manufacturers of topcoats applied over shop primers certifying that shop primers are compatible with topcoats. Product Test Reports: For pipe and tube railings, for tests performed by a qualified testing agency, according to ASTME894 and ASTME935. Evaluation Reports: For post-installed anchors, from ICC-ES. QUALITY ASSURANCE Welding Qualifications: Qualify procedures and personnel according to the following: AWSD1.1/D1.1M, "Structural Welding Code - Steel." DELIVERY, STORAGE, AND HANDLING Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. FIELD CONDITIONS Field Measurements: Verify actual locations of walls and other construction contiguous with metal fabrications by field measurements before fabrication. PRODUCTS MANUFACTURERS Source Limitations: Obtain each type of railing from single source from single manufacturer. PERFORMANCE REQUIREMENTS Delegated Design: Engage a qualified professional engineer, as defined in Section014500 "Project Quality Control," to design railings, including attachment to building construction. Structural Performance: Railings, including attachment to building construction, shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated: Handrails and Top Rails of Guards: Uniform load of 50 lbf/ ft. (0.73 kN/m) applied in any direction. Concentrated load of 200 lbf (0.89 kN) applied in any direction. Uniform and concentrated loads need not be assumed to act concurrently. Infill of Guards: Concentrated load of 50 lbf (0.22 kN) applied horizontally on an area of 1 sq. ft. (0.093 sq.m). Infill load and other loads need not be assumed to act concurrently. DELETE "THERMAL MOVEMENTS" PARAGRAPH BELOW IF ONLY INTERIOR RAILINGS ARE REQUIRED. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes. Temperature Change: 120 degF (67 degC), ambient; 180 degF (100 degC, material surfaces). METALS, GENERAL Metal Surfaces, General: Provide materials with smooth surfaces, without seam marks, roller marks, rolled trade names, stains, discolorations, or blemishes. Brackets, Flanges, and Anchors: Cast or formed metal of same type of material and finish as supported rails unless otherwise indicated. STEEL AND IRON Tubing: ASTMA500 (cold formed) or ASTMA513. Pipe: ASTMA53/A53M, TypeF or TypeS, GradeA, Standard Weight (Schedule40), unless another grade and weight are required by structural loads. DELETE SUBPARAGRAPH BELOW IF RAILINGS ARE GALVANIZED AFTER FABRICATION OR IF NOT USING GALVANIZED RAILINGS. Provide galvanized finish for exterior installations and where indicated. Plates, Shapes, and Bars: ASTMA36/A36M. Cast Iron: Either gray iron, ASTMA48/A48M, or malleable iron, ASTMA47/A47M, unless otherwise indicated. DELETE THE NEXT FOUR PARAGRAPHS IF NOT USED. IF USED MODIFY AS REQUIRED TO MATCH DETAILS ON DRAWINGS. Expanded Metal: ASTMF1267, [TypeI (expanded)] [TypeII (expanded and flattened)], Class1 (uncoated). DESIGNATIONS IN "STYLE DESIGNATION" SUBPARAGRAPH BELOW INDICATE SIZE. 3/4 NUMBER 13 HAS OPENINGS APPROXIMATELY 3/4 BY 1-1/2 INCHES (20 BY 40 MM) AND IS 0.09 TO 0.10 INCH (2.3 TO 2.5 MM) THICK; 1-1/2 NUMBER 10 HAS OPENINGS APPROXIMATELY 1 BY 2-1/2 INCHES (25 BY 65 MM) AND IS 0.13 TO 0.142 INCH (3.3 TO 3.6 MM) THICK. Style Designation: [3/4 number 13] [1-1/2 number 10]. Perforated Metal: Cold-rolled steel sheet, ASTMA1008/A1008M, or hot-rolled steel sheet, ASTMA1011/A1011M, commercial steel TypeB, 0.060 inch (1.52 mm) thick, with 1/4-inch (6.4-mm) holes 3/8 inch (9.5 mm) o.c. in staggered rows. Basis-of-Design Product: Provide product with perforations matching [product indicated on Drawings] . Perforated Metal: Galvanized-steel sheet, ASTMA653/A653M, G90 (Z275) coating, commercial steel TypeB, 0.064 inch (1.63 mm) thick, [with 1/4-inch (6.4-mm) holes 3/8 inch (9.5 mm) o.c. in staggered rows] [with 1/8-by-1-inch (3.2-by-25.4-mm) round end slotted holes in staggered rows]. Basis-of-Design Product: Provide product with perforations matching [product indicated on Drawings] . Woven-Wire Mesh: Intermediate-crimp, [diamond] [square] pattern, 2-inch (50-mm) woven-wire mesh, made from 0.134-inch- (3.42-mm-) diameter wire complying with ASTMA510 (ASTMA510M). FASTENERS General: Provide the following: Ungalvanized-Steel Railings: Plated steel fasteners complying with ASTMB633 or ASTMF1941 (ASTMF1941M), ClassFe/Zn5 for zinc coating. Hot-Dip Galvanized Railings: Type304 stainless-steel or hot-dip zinc-coated steel fasteners complying with ASTMA153/A153M or ASTMF2329 for zinc coating. Provide exposed fasteners with finish matching appearance, including color and texture, of railings. Fasteners for Anchoring Railings to Other Construction: Select fasteners of type, grade, and class required to produce connections suitable for anchoring railings to other types of construction indicatedand capable of withstanding design loads. Fasteners for Interconnecting Railing Components: Provide concealed fasteners for interconnecting railing components and for attaching them to other work, unless exposed fasteners are unavoidable or are the standard fastening method for railings indicated. DELETE SUBPARAGRAPH BELOW OR REVISE IF ANOTHER TYPE OF HEAD IS REQUIRED OR IS STANDARD WITH SYSTEM SELECTED. Provide [Phillips] [tamper-resistant] [square or hex socket] flat-head machine screws for exposed fasteners unless otherwise indicated. IF RETAINING "POST-INSTALLED ANCHORS" PARAGRAPH BELOW, INDICATE LOADS ON DRAWINGS AND VERIFY SAFETY FACTORS WITH PROJECT'S STRUCTURAL ENGINEER. Post-Installed Anchors: [Torque-controlled expansion anchors] [or] [chemical anchors] capable of sustaining, without failure, a load equal to 6 times the load imposed when installed in unit masonry and 4 times the load imposed when installed in concrete, as determined by testing according to ASTME488/E488M, conducted by a qualified independent testing agency. MISCELLANEOUS MATERIALS Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded. Galvanizing Repair Paint: High-zinc-dust-content paint complying with SSPC-Paint20 and compatible with paints specified to be used over it. RETAIN ONE OR MORE OF FOUR PRIMER PARAGRAPHS BELOW. "UNIVERSAL SHOP PRIMER" PARAGRAPH SPECIFIES A TYPICAL PRIMER FOR PAINTED FINISHES THAT PROVIDES MINIMUM PROTECTION TO STEEL. "ZINC-RICH PRIMER" PARAGRAPH SPECIFIES A TYPICAL PRIMER FOR HIGH-PERFORMANCE COATING. Shop Primers: Provide primers that comply with [Section099100 "Painting."] [Section099600 "High-Performance Coatings."] [Section099100 "Painting," and Section099600 "High-Performance Coatings."] Universal Shop Primer: Complying with SSPC-Paint25, TypeII, zinc oxide, alkyd, linseed oil primer. Use primer containing pigments that make it easily distinguishable from zinc-rich primer. Zinc-Rich Shop Primer for Ferrous Metal: Organic zinc-rich primer, complying with SSPC-Paint20 and compatible with topcoat. Products: Subject to compliance with requirements, provide one of the following: Carbozinc 621; Carboline Company. Aquapon Zinc-Rich Primer 97-670; PPG Industries, Inc. Series 90-97 - Tneme-Zinc; Tnemec Company, Inc. Shop Primer for Galvanized Steel: Primer formulated for exterior use over zinc-coated metal and compatible with finish paint systems indicated. Intermediate Coats and Topcoats: Provide products that comply with [Section099100 "Painting."] [Section099600 "High-Performance Coatings."] [Section099100 "Painting," and Section099600 "High-Performance Coatings."] Bituminous Paint: Cold-applied asphalt emulsion complying with ASTMD1187/D1187M. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTMC1107/C1107M. Provide grout specifically recommended by manufacturer for interior and exterior applications. FABRICATION General: Fabricate railings to comply with requirements indicated for design, dimensions, member sizes and spacing, details, finish, and anchorage,but not less than that required to support structural loads. Shop assemble railings to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. Use connections that maintain structural value of joined pieces. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of approximately 1/32 inch (1 mm) unless otherwise indicated. Remove sharp or rough areas on exposed surfaces. Form work true to line and level with accurate angles and surfaces. Fabricate connections that are exposed to weather in a manner that excludes water. Provide weep holes where water may accumulate. Cut, reinforce, drill, and tap as indicated to receive finish hardware, screws, and similar items. Connections: Fabricate railings with welded connections unless otherwise indicated. Welded Connections: Cope components at connections to provide close fit, or use fittings designed for this purpose. Weld all around at connections, including at fittings. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. Obtain fusion without undercut or overlap. Remove flux immediately. At exposed connections, finish exposed surfaces smooth and blended so no roughness shows after finishing and welded surface matches contours of adjoining surfaces. Form Changes in Direction as Follows: By bending or by inserting prefabricated elbow fittings. For changes in direction made by bending, use jigs to produce uniform curvature for each repetitive configuration required. Maintain cross section of member throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of components. Close exposed ends of railing members with prefabricated end fittings. Provide wall returns at ends of wall-mounted handrails unless otherwise indicated. Close ends of returns unless clearance between end of rail and wall is 1/4 inch (6 mm) or less. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, flanges, miscellaneous fittings, and anchors to interconnect railing members to other work unless otherwise indicated. RETAIN SUBPARAGRAPH BELOW IF ANY RAILINGS ARE SUPPORTED FROM PLASTER OR GYPSUM BOARD WALLS. At brackets and fittings fastened to plaster or gypsum board partitions, provide crush-resistant fillers or other means to transfer loads through wall finishes to structural supports and prevent bracket or fitting rotation and crushing of substrate. Provide inserts and other anchorage devices for connecting railings to concrete or masonry work. Fabricate anchorage devices capable of withstanding loads imposed by railings. Coordinate anchorage devices with supporting structure. DELETE FIRST PARAGRAPH BELOW IF NO POSTS ARE SET IN CONCRETE OR IF POSTS ARE SET WITHOUT SLEEVES. For railing posts set in concrete, provide steel sleeves not less than 6 inches (150 mm) long with inside dimensions not less than 1/2 inch (13 mm) greater than outside dimensions of post, with metal plate forming bottom closure. DELETE ANY OF THE NEXT FOUR PARAGRAPHS THAT ARE NOT REQUIRED For removable railing posts, fabricate slip-fit sockets from steel tube or pipe whose ID is sized for a close fit with posts; limit movement of post without lateral load, measured at top, to not more than one-fortieth of post height. Provide socket covers designed and fabricated to resist being dislodged. Provide chain with eye, snap hook, and staple across gaps formed by removable railing sections at locations indicated. Fabricate from same metal as railings. Expanded-Metal Infill Panels: Fabricate infill panels from expanded metal made from same metal as railings in which they are installed. Edge panels with U-shaped channels made from metal sheet, of same metal as expanded metal and not less than 0.043 inch (1.1 mm) thick. Orient expanded metal with long dimension of diamonds [parallel to top rail] [perpendicular to top rail] [horizontal] [vertical] [as indicated on Drawings]. Perforated-Metal Infill Panels: Fabricate infill panels from perforated metal made from [steel] [galvanized steel] [same metal as railings in which they are installed]. Edge panels with U-shaped channels made from metal sheet, of same metal as perforated metal and not less than 0.043 inch (1.1 mm) thick. Orient perforated metal with pattern [parallel to top rail] [perpendicular to top rail] [horizontal] [vertical] [as indicated on Drawings]. Woven-Wire Mesh Infill Panels: Fabricate infill panels from woven-wire mesh crimped into 1-by-1/2-by-1/8-inch (25-by-13-by-3-mm) metal channel frames. Make wire mesh and frames from same metal as railings in which they are installed. Orient wire mesh with [diamonds vertical] [diamonds perpendicular to top rail] [wires perpendicular and parallel to top rail] [wires horizontal and vertical] [as indicated on Drawings]. RETAIN "TOE BOARDS" PARAGRAPH BELOW IF REQUIRED FOR PROTECTION AGAINST OBJECTS FALLING OVER EDGE OF TRAFFIC SURFACES. Toe Boards: Where indicated, provide toe boards at railings around openings and at edge of open-sided floors and platforms. Fabricate to dimensions and details indicated. STEEL AND IRON FINISHES Galvanized Railings: RETAIN FIRST SUBPARAGRAPH BELOW AND DELETE BOTH OPTIONS IF ALL RAILINGS, BOTH INTERIOR AND EXTERIOR, ARE GALVANIZED. RETAIN SECOND OPTION IF ONLY CERTAIN STEEL RAILINGS ARE GALVANIZED; INDICATE LOCATIONS OF GALVANIZED RAILINGS ON DRAWINGS. Hot-dip galvanize [exterior] [indicated] steel railings, including hardware, after fabrication. Comply with ASTMA123/A123M for hot-dip galvanized railings. Comply with ASTMA153/A153M for hot-dip galvanized hardware. RETAIN FIRST SUBPARAGRAPH BELOW IF GALVANIZED RAILINGS ARE PAINTED. Do not quench or apply post galvanizing treatments that might interfere with paint adhesion. USUALLY RETAIN SUBPARAGRAPH BELOW FOR RAILINGS HOT-DIP GALVANIZED AFTER FABRICATION. Fill vent and drain holes that are exposed in the finished Work, unless indicated to remain as weep holes, by plugging with zinc solder and filing off smooth. For galvanized railings, provide hot-dip galvanized fittings, brackets, fasteners, sleeves, and other ferrous components. Preparing Galvanized Railings for Shop Priming: After galvanizing, thoroughly clean railings of grease, dirt, oil, flux, and other foreign matter, and treat with etching cleaner. For nongalvanized-steel railings, provide nongalvanized ferrous-metal fittings, brackets, fasteners, and sleeves; however, galvanize anchors to be embedded in exterior concrete or masonry. RETAIN "PREPARATION FOR SHOP PRIMING" PARAGRAPH BELOW FOR NONGALVANIZED RAILINGS. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with requirements indicated below: Exterior Railings: SSPC-SP6/NACE No.3, "Commercial Blast Cleaning." Railings Indicated to Receive Zinc-Rich Primer: SSPC-SP6/NACE No.3, "Commercial Blast Cleaning." Railings Indicated to Receive Primers Specified in Section099600 "High-Performance Coatings": SSPC-SP6/NACE No.3, "Commercial Blast Cleaning." Other Railings: SSPC-SP3, "Power Tool Cleaning." Primer Application: Apply shop primer to prepared surfaces of railings unless otherwise indicated. Comply with requirements in SSPC-PA1, "Shop, Field, and Maintenance Painting of Steel," for shop painting. Primer need not be applied to surfaces to be embedded in concrete or masonry. DELETE FIRST SUBPARAGRAPH BELOW IF ONLY ONE SHOP PRIMER FOR UNCOATED STEEL IS SPECIFIED. Shop prime uncoated railings with [universal shop primer] [primers specified in Section099100 "Painting"] unless [zinc-rich primer is] [primers specified in Section099600 "High-Performance Coatings" are] indicated. DELETE SUBPARAGRAPH BELOW IF GALVANIZED RAILINGS ARE SHOP PRIMED. Do not apply primer to galvanized surfaces. Shop-Painted Finish: Comply with [Section099100 "Painting."] [Section099600 "High-Performance Coatings."] Color: [As indicated by manufacturer's designations] [Match Architect's sample] [As selected by Architect from manufacturer's full range]. EXECUTION EXAMINATION DELETE THIS ARTICLE IF NO HANDRAILS ARE ATTACHED TO PLASTER OR GYPSUM BOARD ASSEMBLIES. Examine plaster and gypsum board assemblies, where reinforced to receive anchors, to verify that locations of concealed reinforcements are clearly marked for Installer. Locate reinforcements and mark locations if not already done. INSTALLATION, GENERAL Fit exposed connections together to form tight, hairline joints. Perform cutting, drilling, and fitting required for installing railings. Set railings accurately in location, alignment, and elevation; measured from established lines and levels and free of rack. Do not weld, cut, or abrade surfaces of railing components that are coated or finished after fabrication and that are intended for field connection by mechanical or other means without further cutting or fitting. Set posts plumb within a tolerance of 1/16 inch in 3 feet (2 mm in 1m). Align rails so variations from level for horizontal members and variations from parallel with rake of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet (6 mm in 3.5m). Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials. Coat, with a heavy coat of bituminous paint, concealed surfaces of aluminum that are in contact with grout, concrete, masonry, wood, or dissimilar metals. Adjust railings before anchoring to ensure matching alignment at abutting joints. Fastening to In-Place Construction: Use anchorage devices and fasteners where necessary for securing railings and for properly transferring loads to in-place construction. RAILING CONNECTIONS Welded Connections: Use fully welded joints for permanently connecting railing components. Comply with requirements for welded connections in "Fabrication" Article whether welding is performed in the shop or in the field. DELETE "EXPANSION JOINTS" PARAGRAPH BELOW IF NO EXPANSION JOINTS ARE REQUIRED, OR REVISE TO SUIT PROJECT. INDICATE LOCATIONS ON DRAWINGS BASED ON TEMPERATURE CHANGES EXPECTED AND COEFFICIENT OF EXPANSION OF METALS INVOLVED. Expansion Joints: Install expansion joints at locations indicated but not farther apart than required to accommodate thermal movement. Provide slip-joint internal sleeve extending 2 inches (50 mm) beyond joint on either side, fasten internal sleeve securely to one side, and locate joint within 6 inches (150 mm) of post. ANCHORING POSTS Use metal sleeves preset and anchored into concrete for installing posts. After posts are inserted into sleeves, fill annular space between post and sleeve with nonshrink, nonmetallic grout, mixed and placed to comply with anchoring material manufacturer's written instructions. RETAIN ONE OF FIRST TWO PARAGRAPHS BELOW IF RETAINING EITHER CONCRETE ANCHORAGE METHOD ABOVE. Cover anchorage joint with flange of same metal as post, [welded to post after placing anchoring material] [attached to post with set screws]. Leave anchorage joint exposed with [1/8-inch (3-mm) buildup, sloped away from post] [anchoring material flush with adjacent surface]. Anchor posts to metal surfaces with oval flanges, angle type, or floor type as required by conditions, connected to posts and to metal supporting members as follows: For steel pipe railings, weld flanges to post and bolt to metal supporting surfaces. RETAIN PARAGRAPH BELOW IF APPLICABLE. Install removable railing sections, where indicated, in slip-fit metal sockets cast in concrete. ATTACHING RAILINGS Anchor railing ends at walls with round flanges anchored to wall construction and welded to railing ends or connected to railing ends using nonwelded connections. Attach railings to wall with wall brackets,except where end flanges are used. Locate brackets as indicated or, if not indicated, at spacing required to support structural loads. Secure wall brackets and railing end flanges to building construction as follows: For concrete and solid masonry anchorage, use drilled-in expansion shields and hanger or lag bolts. For hollow masonry anchorage, use toggle bolts. For steel-framed partitions, use hanger or lag bolts set into fire-retardant-treatedwood backing between studs. Coordinate with stud installation to locate backing members. ADJUSTING AND CLEANING Touchup Painting: Cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint are specified in [Section099100 "Painting"] [Section099600 "High-Performance Coatings."] [Section099100 "Painting," and Section099600 "High-Performance Coatings."] Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas, and repair galvanizing to comply with ASTMA780/A780M. PROTECTION Protect finishes of railings from damage during construction period with temporary protective coverings approved by railing manufacturer. Remove protective coverings at time of Substantial Completion. END OF SECTION 05 52 13 FOR MDACC USE ONLY. DELETE THIS PAGE BEFORE ISSUING DOCUMENTS. document revision history IssueDateRevision DescriptionAuthor20190301Original IssuanceRev. 1.Rev. 2Rev. 3 Rev. 4 Rev. 5      MD ANDERSON Project No. XXXXXXMD ANDERSON PROJECT NAMEA/E NameIssue DescriptionA/E Project No.Month 00, 0000 鶹ӳ STEEL PIPE AND TUBE RAILINGSMD Anderson Cancer Center05 52 13 MS 20190301 PAGE 12 of  NUMPAGES 12 -6    5 ! ) 1    $nyzPVW`ۻ۩ۢۗۗۗۑۑۑۑ h0J/hh0J/ ho0J0h`k hh, hh,~&hh.+9ho5<CJaJh.+9h`k5<CJaJ h2vhoh. h.h.ho ho0J. h2v0J. h`k0J* h-C0J*h~Ph-C0J*3.6H  5 !  #5bd)gd_gd_gd_gd_gd_gd=Nd{AWq;Mz$-;j;^gd_gd_gd_gd_gd_);5%4edGtSu gd_gd_)gd_gd_gd_45;<=UVXYccdGRSgtw&.3;DKS\s Q ॡ hhohh0J/hho0J0h ho5h.+9h5<CJaJ h05hoh05 h2vhoh2vh0J/h2vho0J0h2vhoh.+9ho5<CJaJh.+9h`k5<CJaJ3Q T U [ ~ !0!1!x!!!!!!"""""!"="H"I"S"q"{"|""### #%:%=&&&&&&&&&ùùù͵盍h.+9ho5<CJaJh.+9h`k5<CJaJ hho ho5hhh0J/5hho0J05hho5hh0J/hho0J0ho h0J/hh0J/ ho0J07 3!!"""B##F$<%n%=&&2''/)G))5*<+ ,q,,H-- $a$gd_)gd_gd_gd_gd_&2'''''((((5*;+<+l+t+z+|++++++++++++++ , ,A,H,!...////$/L/R/T/m/u//e11:3C3D3hh0J/ ho0J0 h1'ho hGh hGhG hGho hhGhGh(3 h(3h(3 h(3h h(3ho ho5h.+9ho5<CJaJh.+9h`k5<CJaJho4---!..//001233^445516\6u67@7y7889gd_gd_gd_ $a$gd_D3J344>7?7@7J7K7M7N7w7k9s9t9z9<:::z<<<= =#=+=,=4=_=g=h=o===<>A>@@@@A*A-AFAIASAVA^AaAyAAAAAA"BBBBBBBBCCCCCC ho5h.+9hN5<CJaJh.+9ho5<CJaJh.+9h`k5<CJaJhh0J/ ho0J0h1' h1'hoho h0J/D9<::;z<<==2??X@@|A%BB:C$DDTEEF,FG|GGGgd_gd_)gd_gd_C7CCCCC;DLDODqDtDDDDDDDSETE,FGG/G7G:GCGG=H>HHHHyKKK L=L"M*MN"O#OFO[O^O{OOOOOOOOOOPAPBPPPPP h2vh h2vhoh2v h2v5 h5h h1'hoh.+9ho5<CJaJh.+9h`k5<CJaJ h0J/hh0J/ ho0J0ho ho5=G>HHHI JJyKK>LLL{MMN#OPBPnPPiQsQQQRgd_gd_gd_gd_)gd_PPPPPPPPQQ,Q/QfQQQQTTTTUUUUXYYyZZZZZZZZ[[.\\\\\\]?]G]N]m]p]]^^^____ hohoh1'h0J/5h1'ho0J05 h1'ho h0J/hh0J/ ho0J0h.+9ho5<CJaJh.+9h`k5<CJaJ ho5 h2vhho h2vho h2vh2v8RRSSTTUZVVGWWXXY[[.\\]]G^^^#_6__)gd_gd_gd_gd____`&`aabbbbbbbbc cccc4c6666666666666666666666666666666666666666666666666hH6666666666666666666666666666666666666666666666666666666666666666662&6FVfv2(&6FVfv&6FVfv&6FVfv&6FVfv&6FVfv&6FVfv8XV~ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@_HmH nH sH tH D`D NormalOJQJ^J_HmH sH tH DA`D Default Paragraph FontVi@V 0 Table Normal :V 44 la (k ( 0No List :: HDR$ $*$a$CJ88 FTR$ $*$a$CJ4O"4 =NSCT$*$a$5@O"@ PRT$$ & F*$@&a$5:b: SUT$ & F*$@&a$:b: DST$ & F*$@&a$<OR< ART$$ & F*$@&a$:Ob: @PR1$ & F*$@&a$>Or> ?PR2$ & F *$@&a$>O> PR3$ & F *$@&a$>> PR4$ & F  *$@&a$>> PR5$ & F ` *$@&a$8b8 TB1$ *$^ a$8r8 TB2$`*$^`a$88 TB3$*$^a$88 TB4$*$^a$88 TB5$ *$^ a$88 TF1 $ *$^ a$88 TF2!$`*$^`a$88 TF3"$*$^a$88 TF4#$*$^a$88 TF5$$ *$^ a$&R& TCH%*$6b6 TCE&p*$^`p4Or4 EOS'$*$a$5:: ANT($*$a$ >*<B* <O< 70CMT)$*$a$ <B*phO CPR SPN SPD NUMO NAM&o& SI B*ph&o& IP B*ph,, RJUST1$a$4@"4 3+0Header 2 H$.1. 2+0 Header Char4 @B4 5+0Footer 4 H$.Q. 4+0 Footer Chartbt 8*tTIPJ6$d%d&d'dNOPQ B* ph8@/q@ )*tCMT Char<B*OJQJ^Jph4/4 6*tTIP Char <B* ph8>/>  SustHyperlink >*B* ph6U 6 0 Hyperlink >*B*ph:/: b9N SAhyperlink >*B*phl  =OMNW<$d!%d$&d!'d$-DM ̙N!O$P!Q$5B* CJphP/P <OMN Char(5<B* OJQJfHphq ̙*W * `Strong5\0/0 aPR2 CharOJQJ4/4 aPR1 Char OJQJ^JPK![Content_Types].xmlN0EH-J@%ǎǢ|ș$زULTB l,3;rØJB+$G]7O٭Vc:E3v@P~Ds |w< ^ Q &D3CP_ef489;=?ACTd -9GR_QeVeteyeeeeeeeeeeee/fSfff567:<>@BDEFGHIJKLMNOPQRSUVW !tt8@0(  B S  ?p6%^%^X^X^f^^^^b^k^k^^^^8*urn:schemas-microsoft-com:office:smarttagsCity9*urn:schemas-microsoft-com:office:smarttagsplace9*urn:schemas-microsoft-com:office:smarttagsState qtSV]_]`%%%%%%&& &&''(#(BBBBSSWW]]]]]]]]]^^#]_^_????[[]]]]]]]]]^^333333333..65 bb  $ 444cR=25";#<22z4455<S=,>??=@@@yCCF"GHAHiIiIIIPQ.TTVV6W6WWWWWWWWWWWWWWWXX&X&X7Z7Z\]]]]]]R^S^^^^^^^65!bb  $ 544dGS=25"<#<22z4455<T=,>??>@@@yCCF#GHBHIIPQ.TTVV\]*]*]X]`]]]]]E^E^P^Q^m^^^^^^^^^^^^^ |16}_djRv%o,~&1'NR'S,0(3.+985;-CXFGEM/#Nb9N&PPSX^0noGr2vhwsxwfzu}nN9D4U.a+ =N*tTX,S'V|JR05VBU`koK6XG]]DOIFormatMF04MF95MFOrigin SectionIDSpecTypeVersion06/01/14105521305521MF04119 MasterSpec10377@(](](](]^@UnknownG.[x Times New Roman5Symbol3. .Cx Arial7. 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