ࡱ> _ {]bjbjzyzy ;6b6b^TD D D D D X X X 8 D X 90!D"(l"l"l"G#$k# w#;9=9=9=9=9=9=9$:=a9D %G#G#%%a9D D l"l"v9C-C-C-%D l"D l"?8C-%;9C-C-R5D;7l" }r#&6+89097>&><;7>D ;7#L#6C-$,-$###a9a9 ,6###9%%%%>#########B : SECTION 055215 STAINLESS STEEL PIPE AND TUBE RAILINGS GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. SUMMARY Section Includes: Stainless-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. Section055113 "Metal Pan Stairs" for steel tube railings associated with metal pan stairs. Section055213 "Steel Pipe and Tube Railings" for steel tube railings. Section061000 "Miscellaneous Carpentry" for wood blocking for anchoring railings. Section096900 "Access Flooring" for railings included with access flooring. COORDINATION 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 and anchoring cement. 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. Assembled Sample of railing system, made from full-size components, including top rail, post, handrail, and infill. Sample need not be full height. Show method of connecting and finishing members at intersections. Delegated-Design Submittal: For railings, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. Welding certificates. Mill Certificates: Signed by manufacturers of stainless-steel products certifying that products furnished comply with requirements. 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: AWSD1.6/D1.6M, "Structural Welding Code - Stainless 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 Stainless-Steel Pipe and Tube Railings:  HYPERLINK "http://www.specagent.com/Lookup?ulid=1548" Manufacturers: Subject to compliance with requirements, provide products by one of the following:  HYPERLINK "http://www.specagent.com/Lookup?uid=123457002566" Blum, Julius & Co., Inc.  HYPERLINK "http://www.specagent.com/Lookup?uid=123457002564" Paragon Aquatics.  HYPERLINK "http://www.specagent.com/Lookup?uid=123457002565" Stainless Fabricators, Inc.  HYPERLINK "http://www.specagent.com/Lookup?uid=123457002560" Sterling Dula Architectural Products, Inc. / KaneSterling.  HYPERLINK "http://www.specagent.com/Lookup?uid=123457002561" Tri Tech, Inc.  HYPERLINK "http://www.specagent.com/Lookup?uid=123457002562" Tubular Specialties Manufacturing, Inc.  HYPERLINK "http://www.specagent.com/Lookup?uid=123457002563" Tuttle Railing Systems. 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 Section014000 "Quality Requirements," 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. STAINLESS STEEL Retain material types, qualities, and grades in this article that are indicated in Specifications or on Drawings. Type304 stainless steel is usually standard; Type316 or 316L provides better corrosion resistance in coastal environments and where subject to deicing salts. If welding is required, use Type316L instead of Type316. Tubing: ASTMA554, [GradeMT304] [GradeMT316L]. Pipe: ASTMA312/A312M, [GradeTP304] [GradeTP316L]. Retain first option in "Castings" Paragraph below with Type304; second option, with Type316 or 316L. Castings: ASTMA743/A743M, [GradeCF8 or CF20] [GradeCF8M or CF3M]. Plate and Sheet: ASTMA240/A240M or ASTMA666, [Type304] [Type316L]. DELETE THE NEXT THREE PARAGRAPHS IF NOT USED. IF USED MODIFY AS REQUIRED TO MATCH DETAILS ON DRAWINGS. Expanded Metal: ASTMF1267, [TypeI (expanded)] [TypeII (expanded and flattened)], Class3 (corrosion-resistant steel), made from stainless-steel sheet, ASTMA240/A240M or ASTMA666, [Type304] [Type316]. 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: Stainless-steel sheet, ASTMA240/A240M or ASTMA666, [Type304] [Type316L], [0.062 inch (1.59 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] . Woven-Wire Mesh: Intermediate-crimp, [diamond] [square] pattern, 2-inch (50-mm) woven-wire mesh, made from 0.141-inch- (3.57-mm-) diameter wire complying with ASTMA580/A580M, [Type304] [Type316]. FASTENERS General: Provide the following: Stainless-Steel Railings: [Type304] [Type316] stainless-steel fasteners. 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. For railings, provide type and alloy as recommended by producer of metal to be welded and as required for color match, strength, and compatibility in fabricated items. 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 stainless-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 stainless-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 [aluminum] [stainless 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. STAINLESS-STEEL FINISHES Remove tool and die marks and stretch lines, or blend into finish. Delete first paragraph below if no directionally textured finishes are retained. Retain option unless directional textured finishes with grain running around tubing is acceptable. Grind and polish surfaces to produce uniform, directionally textured, polished finish indicated, free of cross scratches.[Run grain with long dimension of each piece.] 180-grit polished finish is similar to No.4 finish but has a slightly finer texture. 180-Grit Polished Finish: Oil-ground, uniform, directionally textured finish. 320-grit polished finish has a finer texture than 180-grit finish above. 320-Grit Polished Finish: Oil-ground, uniform, fine, directionally textured finish. Polished and buffed finish below is similar to No.7 finish. Polished and Buffed Finish: Oil-ground, 180-grit finish followed by buffing. Retain one of last three paragraphs above or one of first two paragraphs below. Standard mill-applied finishes above are for ornamental tubing; sheet finish designations below are frequently used to specify finishes applied after fabrication. Insert others as required after verifying availability with manufacturers. See Evaluations. Directional Satin Finish: No.4. Finish in "Dull Satin Finish" Paragraph below is a nondirectional finish produced from a No.4 finish by brushing with an extremely fine abrasive to remove the grit lines without producing a reflective appearance. Dull Satin Finish: No.6. When polishing is completed, passivate and rinse surfaces. Remove embedded foreign matter and leave surfaces chemically clean. 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 finished after fabrication and that are intended for field connection by mechanical or other means without further cutting or fitting. Revise two subparagraphs below if closer tolerances are required. Both are from NAAMM's "Pipe Railing Systems Manual." 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 stainless-steel pipe railings, weld flanges to post and bolt to 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 Clean stainless steel by washing thoroughly with clean water and soap and rinsing with clean water. 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 15 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 STAINLESS STEEL PIPE AND TUBE RAILINGSMD Anderson Cancer Center05 52 15 MS 20190301 PAGE 11 of  NUMPAGES 11 !7@QR  # $ ( I 5 = @ E 1 9 A  EF}~۷۳ۯ۳ۙےےےۇrjhop+hU hop+hjhop+hU hop+hoh h" v h 7h, h 7h,~&h 7hh!Pho5;<CJ h 7ho hGNH hG@hGho ho0J. h 70J. h!P0J* h?&0J*h~Ph?&0J*,8@R 3 I 5 1 )gd!Pgd!Pgd!Pgd!P$ `*$@& gdG `0*$@& ^`0gdG $a$gd!Pgd&S "~$;I%z\m $a$gd!Pgd!Pgd!Pgd!Pgd!PE=l'~$l~%x3C)gd!Pgd!Pgd!Pgd!Pgd!P!"#:;=>|}~./0ijlm$%'(fgh~j_hop+hUjthop+hUjhop+hUjhop+hUjhop+hUjhop+hUjhop+hU hhjhop+hU hop+h4IQ %x 1x"/2  " + . R!Z!]!e!h!"""""h!Phh5CJh,ho5 ho5 hAhohAh0J/hAho0J0hAh!Pho5;<CJ h0J/hh0J/ ho0J0hho@Chx2. \ h!""#C$ %%6%%%&''J(gd!P)gd!Pgd!Pgd!P""&#.#1#:#>#H#I#R#\#a#i#r#y######$ $@$i$p$s$y$$$$$$$$$$$% %Q%Y%\%d%&&'J(S([(^(n(q(((b){))))Žh!Pho5;<CJ hyho h0J/ ho0J0 ho5h,h,h,5h,h0J/5h,ho0J05 h0J/5hh0J/ ho0J05h,ho5hohy:J((b)**H++D,#-/-.(//8001q12222u3334,5gd!Pgd!P)gd!Pgd!P)))--////B1H1333333555566879b9q999999999':d:::3===>=F===========D>L>O>^>a>>????E?Y?\?u?x??????h!Phh5CJ h`hoh!Pho5;<CJ h%who h0J/hh0J/ ho0J0 hhho ho5hoH,55667879':d:;?<<N==>??@OAApBBBC)DDgd!Pgd!P)gd!Pgd!P?@@@+@@@@@@AA1A4ALAOAABCC'D)DDDEjEEECGdG:HHAI LLLLLLcMvMwMMPQLRTRUR\RRRRRSST_TTTTTUUU!U@UCUqUh*%h0J/5h*%ho0J05 ho0J05h*%ho5 h*%hoh!Pho5;<CJ ho5 h0J/hh0J/ ho0J0hoCDDEjEEECGdG:HTHHHHAI(J>JJDK LLLM-NNOgd!Pgd!P $a$gd!P)gd!Pgd!POOOPQRRT_TTtUVsVVV WWcXXYIYYZrZ}ZF[gd!P)gd!Pgd!Pgd!PqUsVV_WuWvWxWyWWWWYYZ#ZF[T[][^[_[[[[[]\^\_\a\b\d\e\g\h\j\\\\\\\\\\\\ùٔٔ{hB*CJ^JaJphh!Ph!PB*ph h!Ph!Ph5jh5Uhg5\]^JhhV[5hhV[;CJh2gd Ht"]Nkd$$IfTH0x$`64 Hayt5T $$Ifa$gdg $Ifgd!PNkd7$$IfTH0x$`64 Hayt5T\\\\\%]&]J]K]Q]V]W]X]^]_]a]b]f]g]q]r]t]u]v]w]x]y]z]{]Еh5h,hCJaJhgmHnHu*jh!Ph!PU*hgmHnHujh!Ph!PUhh!P h!Ph!Ph,h!PCJaJhho!h!Ph6666666666666666666666666666666666666666666666666hH6666666666666666666666666666666666666666666666666666666666666666662&6FVfv2(&6FVfv&6FVfv&6FVfv&6FVfv&6FVfv&6FVfv8XV~ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@_HmH nH sH tH D`D NormalOJQJ^J_HmH sH tH DA`D Default Paragraph FontVi@V 0 Table Normal :V 44 la (k ( 0No List :: HDR$ $*$a$CJ88 FTR$ $*$a$CJ6O"6 &SSCT j*$5@O"@ PRT$$ & F*$@&a$5:b: SUT$ & F*$@&a$:b: DST$ & F*$@&a$DORD 0ART$$$ & F `h*$@&a$BObB 0PR1!$ & F `x*$@&a$>Or> 0PR2$ & F *$@&a$>O> 0PR3$ & F *$@&a$>> PR4$ & F  *$@&a$>> PR5$ & F ` *$@&a$8b8 TB1$ *$^ a$8r8 TB2$`*$^`a$88 TB3$*$^a$88 TB4$*$^a$88 TB5$ *$^ a$88 TF1 $ *$^ a$88 TF2!$`*$^`a$88 TF3"$*$^a$88 TF4#$*$^a$88 TF5$$ *$^ a$&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$a$N@"N 3+Header,Head Project 2 H$.1. 2+0 Header Char4 @B4 5+0Footer 4 H$.Q. 4+0 Footer Chartbt 8*tTIPJ6$d%d&d'dNOPQ B* ph8</q< )*tCMT Char<B*OJQJph4/4 6*tTIP Char <B* ph8>/>  SustHyperlink >*B* ph6U 6 0 Hyperlink >*B*ph:/: b9N SAhyperlink >*B*phl  =OMNW<$d!%d$&d!'d$-DM ̙N!O$P!Q$5B* CJphP/P <OMN Char(5<B* OJQJfHphq ̙*W *  7`Strong5\b@b @!PFootnote Text,Foot Title?1$;OJQJ\]N/N ?!PFootnote Text Char;OJQJ\]PK![Content_Types].xmlN0EH-J@%ǎǢ|ș$زULTB l,3;rØJB+$G]7O٭Vc:E3v@P~Ds |w< {U ")?qU\{]/3468:=O CJ(,5DOF[[[\\\\$\)\5\:\F\K\W\\\i\\\K]{]012579;<>?@ABCDEFGHIJKLMNPQE ~ " : = } /il$'g~{UXXXXXXXX!tt8@0(  B S  ?ptBookmark1548E |U|UTTT2U9U|UTTT8U?U|U9*urn:schemas-microsoft-com:office:smarttagsState9*urn:schemas-microsoft-com:office:smarttagsplace8*urn:schemas-microsoft-com:office:smarttagsCity 9=]i D$M$t$$KKOO^T`TaTcTdTfTgTiTjTyU|UJK;;^T`TaTcTdTfTgTiTjTyU|U3333333!88@    ##$$((DE1   "";;I I % % z z m m     E ~~11hh.TT66""L#L###D$D$#%#%%%%%B)B)H)H)q)q)u+u+++++++++++++++a1a1b1b1q1q1'2d2222222C6C6p:p:C?C?CCGGJJKKKKLLtMtMNNsNsN O O_O_OuOuOvOvOxOxOyOyOOOOOOOOOIQIQQQQQQQRRRR#R#RrRrRTS]T^T^TaTaTjTTTWUbUfUuUxU|U@DE   C?C?CCTSSSS]T^TTTTTTTT$UAUBUCUEUGUHUQUVUWUbUfUuU|U |^`.^`.88^8`.^`. ^`OJQJo( ^`OJQJo( 88^8`OJQJo( ^`OJQJo(hh^h`. hh^h`OJQJo( PART -  SCHEDULE  - PRODUCT DATA SHEET  - ``^``.``^``.^`.^`.  ^ `)` ` ^` `)^`o(^`o(.^`o(..^`o(... ^`o( .... ^`o( ..... ^`o( ...... `^``o(....... `^``o(........~}|<< 65MlX56}DQdjc*%,~&op+0 7A:Ib9N!PSV[)]^g_o" v%wu}y5 +Q ~ G`gh'r*tT/metadata/longProperties"/> ?@ABCDEFGHIJKLMNOPQRTUVWXYZ[\^_`abcdefghijklmnopqrstuvwxyz{|~Root Entry F'jData SB1Table]>WordDocument;SummaryInformation(}DocumentSummaryInformation8,T CompObjrMsoDataStore 'j'j  !"#$%&'()*+M-./0123456789:;<=>?@ABCDEFGHIJKLSNPQRTUVW  F Microsoft Word 97-2003 Document MSWordDocWord.Document.89qDocumentLibraryFormDocumentLibraryFormDocumentLibraryForm This value indicates the number of saves or revisions. The application is responsible for updating this value after each revision. cumentation> This value indicates the number of saves or revisions. The application is responsible for updating this value after each revision. xs:schema targetNamespace="http://schemas.microsoft.comDocIdRedir.aspx?ID=SZWXXFYDWACR-487-616, SZWXXFYDWACR-487-6162019-03-01T00:00:00Z ;#Master;#05;#Ready to Publish;#s:sequence> ns:ds="http://schemas.openxmlformats.org/officeDocument/2006/customXml"/>1000Microsof /sharepoint/events">Document ID Generat Token=71e9bce111e9429cMicrosoft.OfficDocument ID GeneratorSynchronous100011000Microsoft.Office.DocumentManagement, Version=14.0.0.0, Culture=neutral, PublicKeyToken=71e9bce111e9429cMicrosoft.Office.DocumentManagement.Internal.DocIdHandlerDocument ID GeneratorSynchronous100021001Microsoft.Office.DocumentManagement, Version=14.0.0.0, Culture=neutral, PublicKeyToken=71e9bce111e9429cMicrosoft.Office.DocumentManagement.Internal.DocIdHandlerDocument ID GeneratorSynchronous100041002Microsoft.Office.DocumentManagement, Version=14.0.0.0, Culture=neutral, PublicKeyToken=71e9bce111e9429cMicrosoft.Office.DocumentManagement.Internal.DocIdHandlerDocument ID GeneratorSynchronous100061003Microsoft.Office.DocumentManagement, Version=14.0.0.0, Culture=neutral, PublicKeyToken=71e9bce111e9429cMicrosoft.Office.Docu ՜.+,D՜.+,d  px  (+3T (SECTION 055213 - PIPE AND TUBE RAILINGS Title X$hX  _PID_HLINKS _dlc_DocId_dlc_DocIdItemGuid_dlc_DocIdUrl Published Date to External SiteReady to PublishStatus CSI DivisionA0BY1http://www.specagent.com/Lookup?uid=123457002563BX1http://www.specagent.com/Lookup?uid=123457002562B[1http://www.specagent.com/Lookup?uid=123457002561BZ 1http://www.specagent.com/Lookup?uid=123457002560B_ 1http://www.specagent.com/Lookup?uid=123457002565B^1http://www.specagent.com/Lookup?uid=123457002564B\1http://www.specagent.com/Lookup?uid=123457002566D*http://www.spe