ࡱ> y{x_ Bbjbjzyzy ;6b6b9 VVVVVjjj8,jU70( !! 6666666$8;;6V" ""6VV47'''"VV6'"6''Rv06`&r#J46%70U7h4<$B<<66&<V86(!Lt!6'!,!(!(!(!66%(!(!(!U7""""<(!(!(!(!(!(!(!(!(!B : SECTION 05 53 00 METAL GRATINGS GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division01 Specification Sections, apply to this Section. SUMMARY This Section includes the following: Metal bar gratings. Metal frames and supports for gratings. Related Sections include the following: Division05 Section "Structural Steel" for structural-steel framing system components. Division05 Section "Metal Pan Stairs" for steel-framed stairs with grating treads. Division05 Section "Steel Pipe and Tube Railings" for metal pipe and tube handrails and railings. PERFORMANCE REQUIREMENTS Structural Performance: Provide gratings capable of withstanding the following structural loads without exceeding the allowable design working stress of the materials involved, including anchors and connections: SUBPARAGRAPHS BELOW ARE EXAMPLES BASED ON 1996 BOCA CODE AND ASCE7. VERIFY LOADS WITH STRUCTURAL ENGINEER OF RECORD. Walkways and Elevated Platforms Other Than Exits: Capable of withstanding a uniform load of 60 lbf/sq. ft.(2.87 kN/sq. m). Limit deflection to L/360 or 1/4 inch(6.4 mm), whichever is less. SUBMITTALS Product Data: For the following: Clips and anchorage devices for gratings. Shop Drawings: Show fabrication and installation details for gratings. Include plans, elevations, sections, and details of connections. Show anchorage and accessory items. Provide templates for anchors and bolts specified for installation under other Sections. For installed products indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. QUALITY ASSURANCE Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of gratings that are similar to those indicated for this Project in material, design, and extent. Fabricator Qualifications: A firm experienced in producing gratings similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. DELETE PARAGRAPH BELOW IF BAR GRATINGS ARE NOT USED. Metal Bar Grating Standards: Comply with applicable requirements of the following: RETAIN SUBPARAGRAPH BELOW FOR GRATINGS WITH MAXIMUM BEARING BAR DEPTH OF 2-1/2 INCHES (64 MM) AND MAXIMUM THICKNESS OF 3/16 INCH (4.8 MM) FOR STEEL AND STAINLESS STEEL OR 1/4 INCH (6.4 MM) FOR ALUMINUM. Non-Heavy-Duty Metal Bar Gratings: Comply with NAAMMMBG531, "Metal Bar Grating Manual for Steel, Stainless Steel, and Aluminum Gratings and Stair Treads." Welding: Qualify procedures and personnel according to the following: AWSD1.1, "Structural Welding Code--Steel." Certify that each welder has satisfactorily passed AWS qualification tests for welding processes involved and, if pertinent, has undergone recertification. PROJECT CONDITIONS Field Measurements: Where gratings are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. DELETE BELOW IF NOT ALLOWED. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish dimensions and proceed with fabricating gratings without field measurements. Coordinate construction to ensure that actual dimensions correspond to established dimensions. Allow for trimming and fitting. COORDINATION Coordinate installation of anchorages for gratings, grating frames, and supports. 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. PRODUCTS MANUFACTURERS Manufacturers: Subject to compliance with requirements, provide products by one of the following: SEE EDITING INSTRUCTION NO.1 IN THE EVALUATIONS FOR CAUTIONS ABOUT NAMING PRODUCTS AND MANUFACTURERS. Metal Bar Gratings: Alabama Metal Industries Corp. IKG Borden. Ohio Gratings, Inc. Seidelhuber Metal Products, Inc. SEIDELHUBER METAL PRODUCTS - NOW PART OF BRODHEAD STEEL (IN 2008 PER 4SPEC-VT) Substitutions: Under provisions of Division 01 Section Substitution Procedures. FERROUS METALS Steel Plates, Shapes, and Bars: ASTMA36/A36M. Wire Rod for Grating Crossbars: ASTMA510(ASTMA510M). Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy to be welded. PAINT Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in steel, complying with SSPC-Paint20. FASTENERS General: Provide Type 304 or 316 stainless-steel fasteners for exterior use and zinc-plated fasteners with coating complying with ASTMB633, ClassFe/Zn5, where built into exterior walls. Select fasteners for type, grade, and class required. DELETE PARAGRAPHS BELOW IF NO DETAILED FASTENING REQUIREMENTS. RETAIN FOR COMPLEX WORK. Bolts and Nuts: Regular hexagon-head bolts, ASTMA307, GradeA(ASTMF568M, Property Class4.6); with hex nuts, ASTMA563(ASTMA563M); and, where indicated, flat washers. Plain Washers: Round, carbon steel, ASMEB18.22.1(ASMEB18.22M). Lock Washers: Helical, spring type, carbon steel, ASMEB18.21.1(ASMEB18.21.2M). Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with capability to sustain, without failure, a load equal to six times the load imposed when installed in unit masonry and equal to four times the load imposed when installed in concrete, as determined by testing per ASTME488, conducted by a qualified independent testing agency. Material: Carbon-steel components zinc-plated to comply with ASTMB633, ClassFe/Zn5. SUBPARAGRAPH ABOVE AND BELOW ARE EXAMPLES ONLY. ABOVE PROTECTS AGAINST CORROSION FROM AN INDOOR ATMOSPHERE. REVISE TO SUIT OTHER CONDITIONS AFTER VERIFYING AVAILABILITY OF THICKER COATINGS. Material: Alloy Group 1 or 2 stainless-steel bolts complying with ASTMF593(ASTMF738M) and nuts complying with ASTMF594(ASTMF836M). FABRICATION Shop Assembly: Fabricate grating sections in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation. Form from materials of size, thickness, and shapes indicated, but not less than that needed to support indicated loads. Shear and punch metals cleanly and accurately. Remove burrs. Ease exposed edges to a radius of approximately 1/32 inch(1 mm), unless otherwise indicated. Fit exposed connections accurately together to form hairline joints. Welding: Comply with AWS recommendations and the following: Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. Obtain fusion without undercut or overlap. Remove welding flux immediately. Provide for anchorage of type indicated; coordinate with supporting structure. Fabricate and space anchoring devices to secure gratings, frames, and supports rigidly in place and to support indicated loads. Fabricate toeplates to fit grating units and weld to units in shop, unless otherwise indicated. Fabricate toeplates for attaching in the field. Toeplate Height: 4 inches(100 mm), unless otherwise indicated. EDIT FOLLOWING ARTICLE AS REQUIRED FOR PROJECT. PLEASE FORWARD CUT SHEETS OR OTHER INFORMATION.TO AID IN EDITING. METAL BAR GRATINGS Fabricate welded steel gratings as follows: Grating Mark W-15-4 (1 x 1/8) STEEL: 1-by-1/8-inch(25-by-3.2-mm) bearing bars at 15/16 inch(24 mm) o.c., and crossbars at 4 inches(102 mm) o.c. Traffic Surface for Steel Bar Gratings: As follows: Plain. Steel Finish: As follows: Hot-dip galvanized with a coating weight of not less than 1.8 oz./sq. ft.(550 g/sq. m) of coated surface. DELETE PARAGRAPH AND SUBPARAGRAPHS BELOW IF NO GRATING SECTIONS ARE REMOVABLE. Fabricate removable grating sections with banding bars attached by welding to entire perimeter of each section. Include anchors and fasteners of type indicated or, if not indicated, as recommended by manufacturer for attaching to supports. Provide not less than four saddle clips for each grating section composed of rectangular bearing bars 3/16 inch(4.8 mm) or less in thickness and spaced 15/16 inch(24 mm) or more o.c., with each clip designed and fabricated to fit over two bearing bars. RETAIN SUBPARAGRAPH BELOW FOR NON-HEAVY-DUTY GRATINGS WITH RECTANGULAR CROSSBARS SPACED LESS THAN 15/16 INCH (24 MM) O.C. Provide not less than four weld lugs for each grating section composed of rectangular bearing bars 3/16 inch(4.8 mm) or less in thickness and spaced less than 15/16 inch(24 mm) o.c., with each lug shop welded to three or more bearing bars. Interrupt intermediate bearing bars as necessary for fasteners securing grating to supports. RETAIN TYPE OF FASTENER SELECTED BELOW WITH ANY ANCHORING METHOD ABOVE. Furnish threaded bolts with nuts and washers for securing grating to supports. DELETE SUBPARAGRAPH ABOVE OR BELOW, OR DELETE BOTH AND SUBSTITUTE WELDED STUDS OR OTHER TYPE OF FASTENER TO SUIT PROJECT. Furnish self-drilling fasteners with washers for securing grating to supports. DELETE TWO SUBPARAGRAPHS ABOVE AND RETAIN SUBPARAGRAPH BELOW FOR REMOVABLE FASTENERS INSTALLED FROM ABOVE GRATING. Furnish galvanized malleable-iron flange clamp with galvanized bolt for securing grating to supports. Furnish as a system designed to be installed from above grating by one person. EDIT FOLLOWING SUBPARAGRAPH AS REQUIRED FOR PROJECT. Product: Subject to compliance with requirements, provide "Grate-Fast" by Struct-Fast Inc. Fabricate cutouts in grating sections for penetrations indicated. Arrange cutouts to permit grating removal without disturbing items penetrating gratings. Edge-band openings in grating that interrupt four or more bearing bars with bars of the same size and material as bearing bars. Do not notch bearing bars at supports to maintain elevation. GRATING FRAMES AND SUPPORTS DELETE THIS ARTICLE IF GRATING IS SUPPORTED BY STRUCTURAL STEEL (SEE AISC DEFINITION) AND ADDITIONAL FRAMING IS NOT REQUIRED. Steel Frames and Supports: Fabricate from structural-steel shapes, plates, and bars of welded construction to sizes, shapes, and profiles indicated and as necessary to receive gratings. Miter and weld connections for perimeter angle frames. Cut, drill, and tap units to receive hardware and similar items. Equip units with integrally welded anchors for casting into concrete or building into masonry. Unless otherwise indicated, space anchors 24 inches(600 mm) o.c. and provide minimum anchor units in the form of steel straps 1-1/4 inches(32 mm) wide by 1/4 inch(6 mm) thick by 8 inches(200 mm) long. Galvanize frames and supports in the following locations: Exterior. FINISHES Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. Finish gratings, frames, and supports after assembly. Galvanizing: For those items indicated for galvanizing, apply zinc coating by the hot-dip process complying with ASTMA123. EXECUTION INSTALLATION, GENERAL Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary for securing gratings to in-place construction. Include threaded fasteners for concrete and masonry inserts, through-bolts, lag bolts, and other connectors. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing gratings. Set units accurately in location, alignment, and elevation; measured from established lines and levels and free from rack. Provide temporary bracing or anchors in formwork for items that are to be built into concrete or masonry. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade the surfaces of exterior units that have been hot-dip galvanized after fabrication and are for bolted or screwed field connections. DELETE PARAGRAPH BELOW IF NO TOEPLATES OR IF THEY ARE ATTACHED IN SHOP. Attach toeplates to gratings by welding at locations indicated. Field Welding: Comply with the following requirements: Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. Obtain fusion without undercut or overlap. Remove welding flux immediately. INSTALLING METAL BAR GRATINGS General: Install gratings to comply with recommendations of referenced metal bar grating standards that apply to grating types and bar sizes indicated, including installation clearances and standard anchoring details. Attach removable units to supporting members with type and size of clips and fasteners indicated or, if not indicated, as recommended by grating manufacturer for type of installation conditions shown. Attach nonremovable units to supporting members by welding where both materials are the same; otherwise, fasten by bolting as indicated above. ADJUSTING AND CLEANING Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with the same material as used for shop painting to comply with SSPC-PA1 requirements for touching up shop-painted surfaces. Apply by brush or spray to provide a minimum 2.0-mil(0.05-mm) dry film thickness. RETAIN PARAGRAPH AND SUBPARAGRAPH ABOVE IF TOUCHUP PAINTING IS IN THIS SECTION. RETAIN PARAGRAPH BELOW IF IT IS IN DIVISION09 SECTION "PAINTING." REVISE REFERENCE IF ANOTHER DIVISION09 SECTION, SUCH AS "SPECIAL COATINGS," IS USED. Touchup Painting: Cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint are specified in Division09 Section "Painting." Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTMA780. END OF SECTION 05 53 00 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 METAL GRATINGSMD Anderson Cancer Center05 53 00 MS 20190301 PAGE 8 of  NUMPAGES 8 ( * 0 f : H W w  =qrv/)J[er * !"!,!9!t#}#翸hh-k0J/B*phhh-k0J0B*ph hh~ hq,Wh-@hh-k0J/B*phhh-k0J0B*ph hq,Wh-k hq,WhY'Yh hhY'Y hh-k> (:  B j  x f   & Fgd_()gd  & Fgd_(gd_(gd_(gd_(gd_(gd_(O=r/v>Qv8AO-LXlgd_(gd_(gd_(  & Fgd_(gd_()gd gd_(/>p, ;!G!"#D####$$gd_(gd_(gd_()gd }##R&Z&b&&&&&&X'e's'''''''U(d(q((((+*4*<*]*g*n**;+<+++++++,,,!----\.]./G/H/111U3^3f333333333뺭뺭뺭뺭뺭뺭뺭뺭뺭뺭뺭 hq,WhY'Yhh-k0J/B*phhh-k0J0B*ph hq,Wh-khq,Wh_(NH hq,Wh_(hh-k0J0B*ph hh-khh-k0J/B*phA$$$%&@&&&'2''''((()*<+,,!---  & Fgd_(  & Fgd_(gd_()gd  & Fgd_(gd_(gd_(-]./H//@000112+33.484A44555567gd_(  & F gd_(gd_(  & Fgd_(gd_(gd_(gd_()gd 33O999o>v>>>~??@@@@@@@@AGAOAAAAAAAAAAAAAA¾}}}}yuihY'YhY'Y\]^JhrehY'Yh!jh!UhB 5\]^Jh h 5\]^Jh h ;CJ\]^J h h h hh_( hh_( hhY'Yhh-k0J0B*ph hq,Wh-k hq,WhY'Y hh-khh-k0J/B*ph"77O999:::::;<=5=B>>?%@@@@A$$$d&dNPa$gd 'gd_(gd_(gd_()gd gd_(AAA$A9A@AAABACAKkd$$IfTl\u ,$$0#44 lazytB T $1$Ifgd 1$gd CADAEAFAGAPAbAcAOkd$$IfTl\u ,$$0#44 lazytB T $1$Ifgd cAdAeAfAgAhA\QQQQ $1$Ifgd kdL$$IfTl\u ,$$0#44 lazytB ThAiApAqAsAtAZOOOO $1$Ifgd kd$$IfTl\u ,$$0#44 lazytB TtAuAvAwAxAyA\QQQQ $1$Ifgd kd$$IfTl\u ,$$0#44 lazytB TyAzAAAAAZOOOO $1$Ifgd kd<$$IfTl\u ,$$0#44 lazytB TAAAAAA\QQQQ $1$Ifgd kd$$IfTl\u ,$$0#44 lazytB TAAAAAAZOOOO $1$Ifgd kd$$IfTl\u ,$$0#44 lazytB TAAAAAA\QQQQ $1$Ifgd kd0$$IfTl\u ,$$0#44 lazytB TAAAAAAZOOOO $1$Ifgd kd$$IfTl\u ,$$0#44 lazytB TAAAAAA\QQQQ $1$Ifgd kd|$$IfTl\u ,$$0#44 lazytB TAAAAAAZOOOO $1$Ifgd kd $$IfTl\u ,$$0#44 lazytB TAAAAAA\QQQQ $1$Ifgd kd$$IfTl\u ,$$0#44 lazytB TAAAAAAAAAAZUSSSSSSS'gd_(kdl$$IfTl\u ,$$0#44 lazytB T AAAAAAAAAA B BBz $1$IfgdY'YSkd $$IfTH0$64 Hayt ^xT$ !$1$Ifa$gdY'Y $1$IfgdB gdY'Y2 AAAA B B%B&BEBFBGBHBIBJBLBMBfBtBvBBBBBBBBBBBBBBBB¶s`%jh`kh;U\]^J*hB ;\]^JmHnHu"jh`kh;U\]^Jh;\]^Jh`kh;\]^Jh;\]^Jh`kh\]^JhhrehY'Yhh RhY'YhY'Y;\]^JhY'YhY'Y\]^JhY'YhY'YB*\]^Jph!B%B&B6BEBFB2Skd $$IfTH0$64 Hayt ^xT $$1$Ifa$gdB $1$IfgdY'YSkdy $$IfTH0$64 Hayt ^xT $$1$Ifa$gdY'YFBGBHBIBJBKBLBMBfBuBvBBBOkdC $$IfHU0$ $ $4 Halytu $$1$Ifa$gd $1$Ifgd3gdY'Y BBBBBBBFA<gdY'Y3gdOkd $$IfHU0$ $ &$4 Halytu $$1$Ifa$gd $1$IfgdOkd $$IfHU0$ $ $4 HalytuBBBBBBBBÿ hh-kh!h R hh Rh`kh;\]^J%jh`kh;U\]^J*!hB ;\]^JmHnHu*BBB'gd_(9&P:p ^x<0BP/ =!"#8$% $$Ifz!vh#v#v#v#v:V l0#5555azytB T$$Ifz!vh#v#v#v#v:V l0#5555azytB T$$Ifz!vh#v#v#v#v:V l0#5555azytB T$$Ifz!vh#v#v#v#v:V l0#5555azytB T$$Ifz!vh#v#v#v#v:V l0#5555azytB T$$Ifz!vh#v#v#v#v:V l0#5555azytB T$$Ifz!vh#v#v#v#v:V l0#5555azytB T$$Ifz!vh#v#v#v#v:V l0#5555azytB T$$Ifz!vh#v#v#v#v:V l0#5555azytB T$$Ifz!vh#v#v#v#v:V l0#5555azytB T$$Ifz!vh#v#v#v#v:V l0#5555azytB T$$Ifz!vh#v#v#v#v:V l0#5555azytB T$$Ifz!vh#v#v#v#v:V l0#5555azytB T$$Ifz!vh#v#v#v#v:V l0#5555azytB Tc$$If!vh#v#v:V H65544 Hyt ^xTc$$If!vh#v#v:V H65544 Hyt ^xTc$$If!vh#v#v:V H65544 Hyt ^xTe$$Ifl!vh#v #v:V HU$5 544 Halytue$$Ifl!vh#v #v:V HU$5 544 Halytuq$$Ifl!vh#v #v:V HU$,5 5944 Halytu9s2&6FVfv2(&6FVfv&6FVfv&6FVfv&6FVfv&6FVfv&6FVfv8XV~ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@_HmH nH sH tH D`D NormalOJQJ^J_HmH sH tH DA D Default Paragraph FontVi@V  Table Normal :V 44 la (k (No List 66 HDR$ $*$a$44 FTR$ $*$a$<O< SCT$ p*$a$5:OR: _(PRT$ & F*$@&5:b: SUT$ & F*$@&a$:b: DST$ & F*$@&a$LObL _(ART,$$ & F ``*$@&a$:Ob: 8PR1$ & F*$@&a$6Or6 PR2$ & F*$@&a$6O6 PR3$ & F*$@&a$66 PR4$ & F*$@&a$66 PR5$ & F*$@&a$8b8 TB1$ *$^ a$8r8 TB2$`*$^`a$88 TB3$*$^a$88 TB4$*$^a$88 TB5$ *$^ a$88 TF1 $ *$^ a$88 TF2!$`*$^`a$88 TF3"$*$^a$88 TF4#$*$^a$88 TF5$$ *$^ a$&R& TCH%*$6b6 TCE&p*$^`p4Or4 _(EOS'$*$a$5:: ANT($*$a$ >*<B* bob 7 0CMT)$*$a$15;B*OJQJ\]_HaJmH phsH tH 6/6 CPR5B*CJOJQJph SPN SPD,/, NUM B*CJph NAM o SIB* o IPB* PRN + Verdana 9 pt[1$d!%d$&d!'d$-DM N!O$P!Q$5B* CJphL`"L Header 2 "CJOJQJ_HmH sH tH 6 @26 Footer3$a$CJaJBBB SCT + Center 4$a$54R4 PRN + 9 pt5\8qb8 EOS II6h`h\J/qJ ) 0CMT Char!5;B*OJQJ\]aJph4/4 PR1 Char OJQJ^JPK![Content_Types].xmlN0EH-J@%ǎǢ|ș$زULTB l,3;rØJB+$G]7O٭Vc:E3v@P~Ds |w< :     }#3ABB"&):>$-7䴡ٴⴡAAAAAAABBB#$%'(*+,-./0123456789;<=? !tt@ @H 0(  0(  B S  ?p3p5H':H':Q:Q:_::::[:d:d::::8*urn:schemas-microsoft-com:office:smarttagsCity9*urn:schemas-microsoft-com:office:smarttagsplace9*urn:schemas-microsoft-com:office:smarttagsState =@NPlwTa#@Hw"z"##''g+j+1144G9O9999999999::GI{(*y~T[af[ ] 0"5"z-{-s6w688G9P9999999999::3333333333333(7788'G'-O11225556~788889999999999999999G:I::::::::(f= r v 7788 "<#$$!%%%]&'H'))O1167888899A9A9G9O999999999999999999G:I:M:f:t:u:::::::: ||T}ij~H%|T1e"n}2+>=<^`.^`.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(........        ~}|<<v P:RS*a$jQ4{Q{XP:RS*a$ ! R` U` @(P:RS*a$., ]`zlv{~  R#T1)6-@yCq,WY'Y-k ^xured-W)Z,_(ry B !99@ O9O9O9O9:@UnknownG.[x Times New Roman5Symbol3. .Cx Arial7. [ @VerdanaA$BCambria Math"PhhtftG;q'( 1h 1h!99 2qHP~ 2!xx _C:\Documents and Settings\tintnerv\Application Data\Microsoft\Templates\Spec Master for Doc.dot!SECTION 05 53 00 - METAL GRATINGSMETAL GRATINGSBAS-12345-MS80Fitzgerald,Richard W<         Oh+'0 <H h t  $SECTION 05 53 00 - METAL GRATINGSMETAL GRATINGSBAS-12345-MS80Spec Master for DocFitzgerald,Richard W40Microsoft Office Word@VP@fѦ@9u8@r 1YDWACR-487-617%4f1fd17c-9cf0-4df2-b887-4923c2c575a5thttp://fm/groups/cpm/TRG/odgCollabmentManagement.Internal.DocIdHandler/metadata/longProperties"/> ?@BCDEFGHJKLMNOPQRSTUVWXYZ[\]^_`abcdefgijklmnorstuvwz}~Root Entry FlB|Data A1TableI=WordDocument;SummaryInformation(hDocumentSummaryInformation8,CompObjrMsoDataStore lBlB  !"#$%&'()*+;-./0123456789:A<>?@BCDE  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. d:element name="contentStatus" minOccurs="0" maxOccurs=oration/_layouts/15/DocIdRedir.aspx?ID=SZWXXFYDWACR-487-617, SZWXXFYDWACR-487-6172019-03-01T00:00:00Z;#Ready to Publish;# ;#Master;#05xs="http://www.w3.org/2001/XMLSchema"> ns:ds="http://schemas.openxmlformats.org/officeDocument/2006/customXml"/>1000Microsof Filter>Document ID Generator 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՜.+,\ px   h9 "SECTION 05 53 00 - METAL GRATINGS Title X<p _dlc_DocId_dlc_DocIdItemGuid_dlc_DocIdUrl Published Date to External SiteReady to PublishStatus CSI Division SZWXXF