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UFGS 07 32 14 Clay Tile Roofing Replacement or Repair

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**************************************************************************USACE / NAVFAC / AFCEC / NASA <strong>UFGS</strong>-<strong>07</strong> <strong>32</strong> <strong>14</strong> (April 2006)--------------------------Preparing Activity: NAVFACReplacing without change<strong>UFGS</strong>-<strong>07</strong><strong>32</strong>1 (June 2005)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2013**************************************************************************SECTION TABLE OF CONTENTSDIVISION <strong>07</strong> - THERMAL AND MOISTURE PROTECTIONSECTION <strong>07</strong> <strong>32</strong> <strong>14</strong>CLAY TILE ROOFING REPLACEMENT OR REPAIR04/06PART 1GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 QUALIFICATIONS1.4 DELIVERY, STORAGE AND HANDLING1.5 PROJECT/SITE CONDITIONS1.5.1 Environmental Requirements1.5.2 Material St<strong>or</strong>age1.5.3 Units of W<strong>or</strong>k1.5.4 Temp<strong>or</strong>ary Protection Materials1.6 WARRANTYPART 2PRODUCTS2.1 MATERIALS2.1.1 Existing <strong>Clay</strong> <strong>Tile</strong>2.1.2 <strong>Clay</strong> <strong>Roofing</strong> <strong>Tile</strong>2.1.2.1 Col<strong>or</strong>s2.1.2.2 Fittings2.1.3 Underlayment Membrane2.1.3.1 <strong>Roofing</strong> Felt2.1.3.2 Elastomeric Membrane Underlayment2.1.3.3 Elastomeric Membrane Access<strong>or</strong>ies2.1.4 Fasteners2.1.4.1 Nails2.1.4.2 Miscellaneous Fasteners2.1.5 Flashing2.1.6 Plastic Cement2.1.7 Sealant2.1.8 M<strong>or</strong>tar2.1.9 Wood Strips2.1.10 Snow GuardsPART 3EXECUTIONSECTION <strong>07</strong> <strong>32</strong> <strong>14</strong> Page 1


3.1 PROTECTION OF ROOF SURFACES3.2 TILE REMOVAL3.3 PREPARATION OF SURFACES3.4 ROOFING FELT3.4.1 Standard Application3.4.2 Special Applications3.5 ELASTOMERIC MEMBRANE UNDERLAYMENT3.5.1 Surface Preparation3.5.2 Primer3.5.3 Temperature3.5.4 Membrane Application3.5.5 Valley and Ridge Application3.5.6 Vertical Membrane Flashings3.5.7 Protection3.6 METAL FLASHING3.7 CLAY ROOFING TILE (GENERAL)3.7.1 <strong>Repair</strong> and <strong>Replacement</strong>3.7.2 High <strong>or</strong> Low Slope Pitches3.7.3 Roof Decks and Fasteners3.7.4 Poured Concrete Deck3.7.5 Chalk Lines3.8 ONE-PIECE BARREL TILE APPLICATION3.8.1 Wood Strips3.8.2 <strong>Tile</strong> Application3.9 TWO-PIECE BARREL TILE APPLICATION3.9.1 Wood Strips3.9.2 <strong>Tile</strong> Application3.10 FLAT SHINGLE TILE APPLICATION3.10.1 Wood Strips3.10.2 <strong>Tile</strong> Application3.11 INTERLOCKING SHINGLE TILE APPLICATION3.11.1 Wood Strips3.11.2 <strong>Tile</strong> Application-- End of Section Table of Contents --SECTION <strong>07</strong> <strong>32</strong> <strong>14</strong> Page 2


**************************************************************************USACE / NAVFAC / AFCEC / NASA <strong>UFGS</strong>-<strong>07</strong> <strong>32</strong> <strong>14</strong> (April 2006)--------------------------Preparing Activity: NAVFACReplacing without change<strong>UFGS</strong>-<strong>07</strong><strong>32</strong>1 (June 2005)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2013**************************************************************************SECTION <strong>07</strong> <strong>32</strong> <strong>14</strong>CLAY TILE ROOFING REPLACEMENT OR REPAIR04/06**************************************************************************NOTE: This guide specification covers therequirements f<strong>or</strong> clay tile roofing on hist<strong>or</strong>icbuildings which require replacement, reinstallation,<strong>or</strong> repair of clay tile roofs.Adhere to UFC 1-300-02 Unified Facilities GuideSpecifications (<strong>UFGS</strong>) F<strong>or</strong>mat Standard when editingthis guide specification <strong>or</strong> preparing new projectspecification sections. Edit this guidespecification f<strong>or</strong> project specific requirements byadding, deleting, <strong>or</strong> revising text. F<strong>or</strong> bracketeditems, choose applicable items(s) <strong>or</strong> insertappropriate inf<strong>or</strong>mation.Remove inf<strong>or</strong>mation and requirements not required inrespective project, whether <strong>or</strong> not brackets arepresent.Comments, suggestions and recommended changes f<strong>or</strong>this guide specification are welcome and should besubmitted as a Criteria Change Request (CCR).**************************************************************************PART 1GENERAL1.1 REFERENCES**************************************************************************NOTE: This paragraph is used to list thepublications cited in the text of the guidespecification. The publications are referred to inthe text by basic designation only and listed inthis paragraph by <strong>or</strong>ganization, designation, date,and title.Use the Reference Wizard's Check Reference featurewhen you add a RID outside of the Section'sReference Article to automatically place thereference in the Reference Article. Also use theReference Wizard's Check Reference feature to updatethe issue dates.SECTION <strong>07</strong> <strong>32</strong> <strong>14</strong> Page 3


References not used in the text will automaticallybe deleted from this section of the projectspecification when you choose to reconcilereferences in the publish print process.**************************************************************************The publications listed below f<strong>or</strong>m a part of this specification to theextent referenced. The publications are referred to within the text by thebasic designation only.ASTM INTERNATIONAL (ASTM)ASTM B370ASTM C1167ASTM C1184ASTM D<strong>14</strong>6/D<strong>14</strong>6MASTM D226/D226MASTM D412ASTM D4586/D4586M(2012) Standard Specification f<strong>or</strong> CopperSheet and Strip f<strong>or</strong> Building Construction(2011) Standard Specification f<strong>or</strong> <strong>Clay</strong>Roof <strong>Tile</strong>s(2013) Standard Specification f<strong>or</strong>Structural Silicone Sealants(2004; E 2012; R 2012) Sampling andTesting Bitumen-Saturated Felts and WovenFabrics f<strong>or</strong> <strong>Roofing</strong> and Waterproofing(2009) Standard Specification f<strong>or</strong>Asphalt-Saturated Organic Felt Used in<strong>Roofing</strong> and Waterproofing(2006a; R 2013) Standard Test Methods f<strong>or</strong>Vulcanized Rubber and ThermoplasticElastomers - Tension(20<strong>07</strong>; E 2012; R 2012) Asphalt RoofCement, Asbestos-FreeNATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA)NRCA RoofMan(2013) The NRCA <strong>Roofing</strong> ManualSHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION(SMACNA)SMACNA 1793(2012) Architectural Sheet Metal Manual,7th Edition1.2 SUBMITTALS**************************************************************************NOTE: Review Submittal Description (SD) definitionsin Section 01 33 00 SUBMITTAL PROCEDURES and editthe following list to reflect only the submittalsrequired f<strong>or</strong> the project.The Guide Specification technical edit<strong>or</strong>s havedesignated those items that require Governmentapproval, due to their complexity <strong>or</strong> criticality,with a "G". Generally, other submittal items can beSECTION <strong>07</strong> <strong>32</strong> <strong>14</strong> Page 4


eviewed by the Contract<strong>or</strong>'s Quality ControlSystem. Only add a “G” to an item, if thesubmittal is sufficiently imp<strong>or</strong>tant <strong>or</strong> complex incontext of the project.F<strong>or</strong> submittals requiring Government approval on Armyprojects, a code of up to three characters withinthe submittal tags may be used following the "G"designation to indicate the approving auth<strong>or</strong>ity.Codes f<strong>or</strong> Army projects using the ResidentManagement System (RMS) are: "AE" f<strong>or</strong>Architect-Engineer; "DO" f<strong>or</strong> District Office(Engineering Division <strong>or</strong> other <strong>or</strong>ganization in theDistrict Office); "AO" f<strong>or</strong> Area Office; "RO" f<strong>or</strong>Resident Office; and "PO" f<strong>or</strong> Project Office. Codesfollowing the "G" typically are not used f<strong>or</strong> Navy,Air F<strong>or</strong>ce, and NASA projects.Choose the first bracketed item f<strong>or</strong> Navy, Air F<strong>or</strong>ceand NASA projects, <strong>or</strong> choose the second bracketeditem f<strong>or</strong> Army projects.**************************************************************************Government approval is required f<strong>or</strong> submittals with a "G" designation;submittals not having a "G" designation are [f<strong>or</strong> Contract<strong>or</strong> Quality Controlapproval.][f<strong>or</strong> inf<strong>or</strong>mation only. When used, a designation following the"G" designation identifies the office that will review the submittal f<strong>or</strong>the Government.] The following shall be submitted in acc<strong>or</strong>dance withSection 01 33 00 SUBMITTAL PROCEDURES:SD-02 Shop Drawings<strong>Clay</strong> <strong>Tile</strong> <strong>Roofing</strong> SystemsDrawings showing clay tile installation and appearance details,flashing details, and fastening details f<strong>or</strong> the tiles.SD-03 Product Data<strong>Clay</strong> <strong>Tile</strong> <strong>Roofing</strong> SystemsManufacturer's catalog data and installation instructions.QualificationsDocumentation showing qualifications of personnel proposed toperf<strong>or</strong>m the roofing w<strong>or</strong>k, and a listing identifying pri<strong>or</strong>installations completed by the Contract<strong>or</strong>.SD-04 Samples<strong>Clay</strong> <strong>Roofing</strong> <strong>Tile</strong>One representative tile of each type.Sealant237 mL 8 ounces of each type.SECTION <strong>07</strong> <strong>32</strong> <strong>14</strong> Page 5


Underlayment Membrane300 by 300 mm 1 by 1 foot section of each type.FastenersRepresentative samples of each fastener with identifying tags.SD-<strong>07</strong> CertificatesMaterialsCertificates of compliance attesting that the materials meetspecification requirements.1.3 QUALIFICATIONSThe Contract<strong>or</strong> shall provide qualified w<strong>or</strong>kers, trained and experienced ininstalling clay tile roofing systems of this configuration, and shallsubmit documentation of 5 consecutive years of w<strong>or</strong>k of this type. TheContract<strong>or</strong> shall be familiar with and shall perf<strong>or</strong>m w<strong>or</strong>k in acc<strong>or</strong>dance with[SMACNA 1793] [NRCA RoofMan]. A list of installations shall be providedwhich identifies when, where, and f<strong>or</strong> whom the installations were made.1.4 DELIVERY, STORAGE AND HANDLINGMaterials shall be delivered in manufacturer's unopened bundles andcontainers with the manufacturer's brand and name marked clearly thereon.<strong>Tile</strong>s shall be st<strong>or</strong>ed in acc<strong>or</strong>dance with manufacturer's printedinstructions. Roll goods shall be st<strong>or</strong>ed on end in an upright position.Immediately bef<strong>or</strong>e laying, roofing felt shall be st<strong>or</strong>ed f<strong>or</strong> 24 hours in anarea maintained at a temperature not lower than 10 degrees C 50 degrees F.1.5 PROJECT/SITE CONDITIONS1.5.1 Environmental Requirements<strong>Clay</strong> tile roofing w<strong>or</strong>k shall proceed when existing and f<strong>or</strong>ecasted weatherconditions permit w<strong>or</strong>k to be perf<strong>or</strong>med in acc<strong>or</strong>dance with manufacturer'srecommendations and warranty requirements.1.5.2 Material St<strong>or</strong>ageMaterials shall not be st<strong>or</strong>ed on roof decks in such a manner as tooverstress and/<strong>or</strong> damage the deck and supp<strong>or</strong>ting structure. Placing ofloads at midspans of framing shall be avoided. Superimposed loads shall bewell distributed.1.5.3 Units of W<strong>or</strong>kUnits of w<strong>or</strong>k shall be established, including removal of existingmaterials, preparation of existing surfaces and application of underlaymentand nailers, and related temp<strong>or</strong>ary and/<strong>or</strong> permanent flashing so that it canbe completed pri<strong>or</strong> to the end of each w<strong>or</strong>king day.1.5.4 Temp<strong>or</strong>ary Protection MaterialsMaterials shall be provided and maintained on the site at all times f<strong>or</strong>temp<strong>or</strong>ary roofing, flashing, and other protection when delays and/<strong>or</strong>SECTION <strong>07</strong> <strong>32</strong> <strong>14</strong> Page 6


changed weather conditions do not permit completion of each unit of w<strong>or</strong>kpri<strong>or</strong> to the end of each w<strong>or</strong>king day. Materials which have been used f<strong>or</strong>temp<strong>or</strong>ary roofing, flashing and other protection shall be removed anddiscarded.1.6 WARRANTYA material and lab<strong>or</strong> warranty shall be furnished against defects inmaterial and w<strong>or</strong>kmanship that affect the appearance, leak resistance, andattachment of clay tile roof assembly, including related metal flashing f<strong>or</strong>a period of 10 years from date of final acceptance of the w<strong>or</strong>k. Warrantyshall also cover the blow-off at wind gusts up to, and including, [_____]km/hour mph.PART 2PRODUCTS2.1 MATERIALS**************************************************************************NOTE: Edit these paragraphs to meet projectrequirements.**************************************************************************2.1.1 Existing <strong>Clay</strong> <strong>Tile</strong>Intact and serviceable existing clay tiles shall be salvaged and reusedwhenever possible. New clay tiles being inc<strong>or</strong>p<strong>or</strong>ated into existing claytile roofs shall match existing as closely as possible. <strong>Clay</strong> tiles fromthe same manufacturer as the <strong>or</strong>iginal shall be used if possible.2.1.2 <strong>Clay</strong> <strong>Roofing</strong> <strong>Tile</strong><strong>Clay</strong> roofing tile shall be minimum Grade 1 tile conf<strong>or</strong>ming to ASTM C1167.<strong>Tile</strong> shall be [one-piece barrel] [two-piece barrel] [flat shingle][interlocking shingle] type in the following pattern: [_____]. <strong>Tile</strong> shallbe [glazed] [unglazed].2.1.2.1 Col<strong>or</strong>s<strong>Clay</strong> tile col<strong>or</strong> shall be [in acc<strong>or</strong>dance with Section 09 06 90 COLORSCHEDULE] [_____].2.1.2.2 Fittings<strong>Clay</strong> tile fittings shall be of the following types as required bymanufacturer's instructions: eave - [eave closure] [under eave]; gable -[end band] [gable rake]; ridge - [ridge] [closed ridge end] [ridge/hipterminal]; hip - [cut hip] [hip roll] [hip starter] [ridge/hip terminal];valley - [cut valley] [closed valley].2.1.3 Underlayment MembraneAn underlayment membrane shall be furnished on surfaces to be covered withtile. Membrane shall consist of [asphalt-saturated felt] [and] [highstrength composite self-adhering membrane].2.1.3.1 <strong>Roofing</strong> Felt<strong>Roofing</strong> felt shall be asphalt-saturated rag felt, Type II, No. 30 asphaltSECTION <strong>07</strong> <strong>32</strong> <strong>14</strong> Page 7


felt in acc<strong>or</strong>dance with ASTM D226/D226M.2.1.3.2 Elastomeric Membrane UnderlaymentElastomeric membrane shall be a cold applied composite self-adheringmembrane, minimum 0.10 mm 0.004 inch thick, high strength polyethylene filmwith slip resistant embossing, coated on one side with a thick layer ofadhesive-consistency rubberized asphalt, interwound with a disposablesilicone coated release sheet. The tensile strength and elongation valuesshall be not less than 1724 kPa 250 psi when tested in acc<strong>or</strong>dance withASTM D412 and pliability shall be unaffected when tested in acc<strong>or</strong>dance withASTM D<strong>14</strong>6/D<strong>14</strong>6M.2.1.3.3 Elastomeric Membrane Access<strong>or</strong>iesTwo component urethane, mastic and primer shall be as approved by themembrane manufacturer. Flashing, expansion joint covers, temp<strong>or</strong>ary UVprotection and c<strong>or</strong>ner fillets shall be as recommended by the membranemanufacturer.2.1.4 Fasteners2.1.4.1 NailsNails shall be solid copper, Number 11 gauge nails, minimum 8 mm 5/16 inchhead. Nails shall be of sufficient length to adequately penetrate the roofsheathing.2.1.4.2 Miscellaneous FastenersMiscellaneous fasteners may include but are not limited to: wind locks,hurricane clips, tile attachment brackets, tile nails, twisted wire(tile-tie), deck anch<strong>or</strong> systems, and flashing cleats. Fasteners shall bemade of solid copper (wind locks and hurricane clips can be made ofstainless steel).2.1.5 FlashingFlashing shall be 0.57 kg 20 ounce, light cold-rolled temper (H00) copperconf<strong>or</strong>ming to ASTM B370. Like metals shall be used on all components offastening systems and flashing in <strong>or</strong>der to avoid galvanic action. Flashingshall be in acc<strong>or</strong>dance with the requirements as specified in Section<strong>07</strong> 60 00 FLASHING AND SHEET METAL.2.1.6 Plastic CementPlastic cement f<strong>or</strong> gable rakes, hip rolls, ridges, stringers and otherconditions shall be non-running, heavy body plastic cement composed ofingredients complying with ASTM D4586/D4586M.2.1.7 SealantSealant, when used in lieu of plastic cement, shall be silicone inacc<strong>or</strong>dance with ASTM C1184.2.1.8 M<strong>or</strong>tarM<strong>or</strong>tar f<strong>or</strong> filling the openings of cut valley tiles shall consist of 1 partp<strong>or</strong>tland cement to 3 parts damp plaster sand, and shall be col<strong>or</strong>ed to theSECTION <strong>07</strong> <strong>32</strong> <strong>14</strong> Page 8


nearest possible match with the col<strong>or</strong> of the tile.2.1.9 Wood StripsWood strips f<strong>or</strong> nailers, battens, cant strips, and eave strips shall be offoundation grade redwood <strong>or</strong> preservative treated Douglas fir. Sizes andlengths shall be provided per tile manufacturer's installation details.2.1.10 Snow Guards**************************************************************************NOTE: Snow guards are necessary access<strong>or</strong>ies f<strong>or</strong>most tile roofs in sections of the country wheremasses of snow and ice accumulate on the roof thatcan slide from the roof onto lower roof surfaces andgutters. Snow guards are manufactured in variousf<strong>or</strong>ms, and each type requires different methods ofapplication. Edit to omit this paragraph if notnecessary to meet project requirements.**************************************************************************Snow guards which are compatible with the roof tile shall be provided asindicated.PART 3EXECUTION3.1 PROTECTION OF ROOF SURFACESEquipment (such as padded ridge ladders) and techniques shall be used whichprevent damage to roof as a result of foot <strong>or</strong> material traffic. Contract<strong>or</strong>shall be responsible f<strong>or</strong> controlling breakage of new <strong>or</strong> existing tilebeyond what is indicated. The progression of w<strong>or</strong>k shall be laid out andpresented to the Contracting Officer to prevent other trades from w<strong>or</strong>kingon <strong>or</strong> above completed roofing. Personnel who are w<strong>or</strong>king on the roof shallhave proper shoes which will not further damage tiles and shoe soles shallbe made of a material which will aid in preventing falls.3.2 TILE REMOVALWhere w<strong>or</strong>k involves partial replacement <strong>or</strong> repair of roof, Contract<strong>or</strong> shallverify each tile f<strong>or</strong> tightness and continued use. <strong>Tile</strong>s which have beenidentified f<strong>or</strong> replacement <strong>or</strong> re-installation shall be marked f<strong>or</strong> approvalwithin 30 days of Notice to Proceed. <strong>Tile</strong>s identified f<strong>or</strong> removal shall bemarked with a non-destructive col<strong>or</strong> mark which can be easily removed.<strong>Tile</strong>s fastened with non-copper fasteners shall be re-fastened with propercopper fasteners.3.3 PREPARATION OF SURFACESRoof deck surfaces shall be smooth, clean, firm, dry, and free from looseboards, large cracks, and projecting ends that might damage the roofing.F<strong>or</strong>eign particles shall be cleaned from all interlocking areas to ensureproper seating and to prevent water damming. Pri<strong>or</strong> to installation oftile, vents and other projections through roofs shall be properly flashedand secured in position, and projecting nails shall be driven firmly home.SECTION <strong>07</strong> <strong>32</strong> <strong>14</strong> Page 9


3.4 ROOFING FELT3.4.1 Standard ApplicationFelt shall be laid in h<strong>or</strong>izontal layers on deck areas to be covered withtile. Two layers of No. 30 felt shall be applied. Two layers shall be rundown valley, ridges, and hips. Applications shall be doubled on roughsurfaces and overlapped 300 mm 12 inches on hips, valleys, and ridges.Membranes lapping valley felts shall be set in mastic. Joints shall belapped 63 mm 2-1/2 inches h<strong>or</strong>izontally and 150 mm 6 inches vertically.Felt shall be carried 150 mm 6 inches up vertical surfaces and 100 mm 4inches over gutters. Edges shall be fastened with c<strong>or</strong>rosion-resistant, 12gauge, 9.5 mm 3/8 inch head standard roofing nails on 150 mm 6 inchcenters. Felt shall be preserved unbroken.3.4.2 Special ApplicationsLow pitch roofs shall have two layers of felt installed and shall besolidly mopped between felt layers and on top of felt layers with 11.3 kgper 9.3 sq. meter 25 pounds per square of hot asphalt.3.5 ELASTOMERIC MEMBRANE UNDERLAYMENT**************************************************************************NOTE: A composite self-adhering membrane will beused in areas where ice build-up (ice dams) and winddriven rains are potential problems. In such areas,underlayment installation will be detailed on thedrawings. Edit these paragraphs to meet projectrequirements.**************************************************************************3.5.1 Surface PreparationDust, dirt, loose nails <strong>or</strong> other protrusions shall be removed. Priming isnot required f<strong>or</strong> wood <strong>or</strong> metal surfaces but is necessary on concrete <strong>or</strong>masonry surfaces.3.5.2 PrimerPrimer shall be applied at a coverage rate of 6-9 sq. meters/L 250-350 sq.ft./gal.. Primer shall be applied by spray <strong>or</strong> paint roller.3.5.3 TemperatureMembrane shall be applied only in fair weather when air and surfacetemperatures are above 5 degrees C 40 degrees F.3.5.4 Membrane ApplicationMembrane shall be applied acc<strong>or</strong>ding to manufacturer's instructions.Membrane shall be adhered directly to roof deck. Pine wood decks shall becovered with minimum 6 mm 1/4 inch plywood pri<strong>or</strong> to receiving membranecoverage. Membrane shall be cut into 3 to 4.5 meter 10 to 15 foot lengthsand shall be re-rolled. The release paper shall be peeled back 300 to 600mm 1 to 2 feet and the membrane shall be aligned on the lower edge of theroof and the first 300 to 600 mm 1 to 2 feet shall be placed. The releasepaper under the membrane shall be pulled and peeled from the membrane. Themembrane shall be pressed in place. Lower edges shall be rolled firmlySECTION <strong>07</strong> <strong>32</strong> <strong>14</strong> Page 10


with a wallpaper <strong>or</strong> hand roller. F<strong>or</strong> ice dam protection, membrane shall beapplied to reach a point above the highest expected level of ice dams.Ends and edges shall be overlapped a minimum of 150 mm 6 inches. Membraneshall not be folded onto an exposed face of the roof edge.3.5.5 Valley and Ridge ApplicationThe membrane shall be cut into 1.2 to 1.8 meter 4 to 6 foot lengths. Therelease paper shall be peeled and the sheet centered over the valley <strong>or</strong>ridge, draped and pressed in place w<strong>or</strong>king from the center of the valley <strong>or</strong>ridge outward in each direction. F<strong>or</strong> valleys, membrane shall be appliedstarting at the low point and w<strong>or</strong>king upwards. Sheets shall overlap aminimum of 150 mm 6 inches.3.5.6 Vertical Membrane FlashingsVertical wall installations shall receive primer pri<strong>or</strong> to the applicationof membrane. Primer shall be applied at a coverage rate of 6-9 sq. meters/L250-350 sq. ft./gal.. Membrane shall be turned up walls and d<strong>or</strong>mers asindicated on the drawings. Vertical membrane terminations shall bemechanically fastened. Vertical terminations shall receive a troweling ofmastic as approved by the membrane manufacturer. Membrane may be foldedonto the fascia, provided it will be covered by a gutter metal edge <strong>or</strong>other material.3.5.7 ProtectionElastomeric membrane underlayment shall not be left permanently exposed tosunlight. Membrane shall be covered with exposed roofing materials as soonas possible. Membrane damaged due to exposure to sunlight shall be patchedpri<strong>or</strong> to the application of final roof covering.3.6 METAL FLASHINGMetal flashing shall be as shown at intersections of vertical <strong>or</strong> projectingsurfaces through the roof <strong>or</strong> against which the roof abuts, such as walls,parapets, d<strong>or</strong>mers, and sides of chimneys. Flashing installation shall bein acc<strong>or</strong>dance with Section <strong>07</strong> 60 00 FLASHING AND SHEET METAL.3.7 CLAY ROOFING TILE (GENERAL)**************************************************************************NOTE: To ensure a watertight roof system, strictobservance of minimum pitch requirement isnecessary. Minimum roof pitches f<strong>or</strong> the differenttypes of clay tile shall be: one-piece barrel:4:12; two-piece barrel: 5:12; flat shingle: 5:12;interlocking shingle: 3:12.**************************************************************************3.7.1 <strong>Repair</strong> and <strong>Replacement</strong>Existing reusable clay tiles removed from the repair area shall beintermingled with new clay tiles to provide a smooth visual transitionbetween new and existing areas.3.7.2 High <strong>or</strong> Low Slope Pitches<strong>Tile</strong>s [on roof slopes of less than 3:12 shall be applied over indicatedSECTION <strong>07</strong> <strong>32</strong> <strong>14</strong> Page 11


underlayment on solid decking.] [on extremely steep <strong>or</strong> verticalapplications, shall have the butt of each tile set with mastic <strong>or</strong> sealant,and placed where it will not be seen. The mastic <strong>or</strong> sealant shall notstain the surface of the tile. Copper "hurricane clips" may be installedinstead of using mastic <strong>or</strong> sealant.]3.7.3 Roof Decks and Fasteners<strong>Tile</strong> shall be fastened to roof deck materials as follows:PlywoodDECKPlank boardFASTENERSlater's ring shank nail. Point shall justpenetrate through underside of deck.Slater's plain shank nail, at least 25 m 1 inch <strong>or</strong>m<strong>or</strong>e in 37 mm 1-1/2 inch thickness shall notpenetrate deck.Gypsum plank <strong>or</strong>Nailable ConcreteStainless steel <strong>or</strong> silicone bronze nails withspiral threads, 37 <strong>or</strong> 50 mm 1-1/2 <strong>or</strong> 2 inch long.Nail shall penetrate deck at least 1/2 thicknessbut no m<strong>or</strong>e than 3/4. Underside of deck shall notbe penetrated. If deck material is old andexcessively hard, smooth shank shall be used.MetalFibrous cementSheet metal screw and mastic<strong>Tile</strong>-tie systemNote: All fastening and flashing metals shall be of like material in<strong>or</strong>der to avoid galvanic action.3.7.4 Poured Concrete DeckPoured concrete decks shall have embedded 25 by 50 mm 1 by 2 inch beveledwood strips, extending from eave to ridge, spaced 500 mm 20 inches oncenters. Concrete shall be smooth and flush with strips. Felts weighing23 kg per 9.3 sq. meters 50 lbs. per 100 square feet shall be fastened withlath nailed over embedded strips. Twenty five by 50 mm One by 2 inch woodstrips, spaced to suit tile, shall be applied h<strong>or</strong>izontally across lath.<strong>Tile</strong> shall then be laid as directed f<strong>or</strong> a sheathed roof.3.7.5 Chalk LinesH<strong>or</strong>izontal and vertical guide lines shall be chalked on the membrane toassure proper appearance. The chalk lines shall be spaced by measuring thedelivered tiles f<strong>or</strong> average length and width exposures. An exposure lengthof 6 mm 1/4 inch beyond the average shall not be exceeded.3.8 ONE-PIECE BARREL TILE APPLICATION3.8.1 Wood StripsWood stringers, 25 mm 1 inch wide and of proper height, shall be applied onhips and ridges to carry hip roll and ridge. A 25 by 50 mm 1 by 2 inchstrip shall be applied f<strong>or</strong> end bands. A 25 by 50 mm 1 by 2 inch cant stripSECTION <strong>07</strong> <strong>32</strong> <strong>14</strong> Page 12


shall be applied at eaves if eave closures are not specified.3.8.2 <strong>Tile</strong> Applicationa. Eave closures shall be installed first.b. <strong>Tile</strong>s shall be laid to straight lines parallel to ground level andshall be lapped 75 mm 3 inches vertically.c. Each tile shall be fastened with the quantity of nails, wind locksand/<strong>or</strong> hurricane clips recommended by the manufacturer f<strong>or</strong> thespecified roof slope, building height, and wind velocity.d. Nails on tiles overlapping sheet metalw<strong>or</strong>k shall not puncture the sheetmetal. <strong>Tile</strong>s overlapping sheet metal shall be fastened with copperwire and plastic cement.e. Gable rakes shall be cemented to field tiles and fastened with nails.f. Hip rolls shall be cemented in laps and fastened with 50 mm 2 inchcopper nails.g. Ridges shall be cemented and fastened with 63 mm 2-1/2 inchcopper nailsin laps and where they rest on roof tiles.h. Where tiles join hip stringers they shall be made waterproof withflashing cement.i. When hip starter and closed ridge end fittings have not been specified,the voids at ends of hips and ridges shall be filled with m<strong>or</strong>tarcol<strong>or</strong>ed to nearest match of tile col<strong>or</strong>.j. <strong>Tile</strong> in contact with cement m<strong>or</strong>tar shall be immersed in water f<strong>or</strong> atleast 2 minutes bef<strong>or</strong>e laying.k. When ridge angles and hip/ridge terminals are not otherwise specified,they shall be mitered on job, nailed <strong>or</strong> wired, and set in plasticcement.l. When sh<strong>or</strong>t course tiles are not otherwise specified f<strong>or</strong> rafters whichdo not accommodate full courses, they shall be cut and drilled on jobby roofer unless a plus <strong>or</strong> minus 25 mm 1 inch adjustment of regulartile overhang at eave is sufficient.3.9 TWO-PIECE BARREL TILE APPLICATION3.9.1 Wood StripsWood stringers, 25 mm 1 inch wide and of proper height, shall be applied onhips and ridges to carry hip roll and ridge. A 25 by 88 mm 1 by 3-1/2 inchstrip shall be applied and spaced appropriately f<strong>or</strong> covers. When coversare laid at random exposure, strips shall be 25 by 100 mm 1 by 4 inches.At first row of cover tile after gable roll, a regular nailing strip shallbe applied with an adjacent 50 by 50 mm 2 by 2 inch nailing strip alongrake side. A 25 by 50 mm 1 by 2 inch cant strip shall be applied at eavesif eave closures are not specified.SECTION <strong>07</strong> <strong>32</strong> <strong>14</strong> Page 13


3.9.2 <strong>Tile</strong> Applicationa. Eave closures shall be installed first.b. <strong>Tile</strong>s shall be laid to straight lines parallel to ground level, andshall be lapped 75 mm 3 inches vertically.c. Each tile shall be fastened with the quantity of nails, wind locksand/<strong>or</strong> hurricane clips recommended by the manufacturer f<strong>or</strong> thespecified roof slope, building height, and wind velocity.d. <strong>Tile</strong>s overlapping sheet metalw<strong>or</strong>k shall have the nails so placed as toavoid puncturing the sheet metal. <strong>Tile</strong>s overlapping sheet metal shallbe fastened with copper wire and plastic cement.e. When tile is applied tight method, sh<strong>or</strong>t course covers shall beinstalled over regular pans at eave and regular covers over sh<strong>or</strong>tcourse pans at ridge. Top edge of covers shall abut bottom edge ofpans in the succeeding course throughout the roof.f. When covers are laid at random exposure, 10 percent extra covers in thefirst three courses at eave shall be used to avoid h<strong>or</strong>izontal anddiagonal lines and maintain this effect throughout roof.g. Gable rakes shall be cemented to field tiles and fastened with nails.h. Hip rolls shall be cemented in laps and fastened with 50 mm 2 inchcopper nails.i. Ridges shall be cemented and fastened with 63 mm 2-1/2 inchcopper nailsin laps and where they rest on roof tiles.j. Where tiles join hip stringers they shall be made waterproof withflashing cement.k. When hip starter and closed ridge end fittings have not been specified,the voids at ends of hips and ridges shall be filled with m<strong>or</strong>tarcol<strong>or</strong>ed to nearest match of tile col<strong>or</strong>.l. <strong>Tile</strong> in contact with cement m<strong>or</strong>tar shall be immersed in water f<strong>or</strong> atleast 2 minutes bef<strong>or</strong>e laying.m. When ridge angles and hip/ridge terminals have not been specified, theyshall be mitered on job, nailed <strong>or</strong> wired, and set in plastic cement.n. When sh<strong>or</strong>t course tiles are not otherwise specified f<strong>or</strong> rafters whichdo not accommodate full courses, they shall be cut and drilled on jobby roofer unless a plus <strong>or</strong> minus 25 mm 1 inch adjustment of regulartile overhang at eave is sufficient.3.10 FLAT SHINGLE TILE APPLICATION3.10.1 Wood StripsWood stringers, 25 mm 1 inch wide and of proper height, shall be applied onhips and ridges to carry hip roll and ridge. A 18 by 25 mm 3/4 by 1 inchcant strip shall be applied at eaves.SECTION <strong>07</strong> <strong>32</strong> <strong>14</strong> Page <strong>14</strong>


3.10.2 <strong>Tile</strong> Applicationa. <strong>Tile</strong>s shall be laid to straight lines parallel to ground level, lapped75 mm 3 inch vertically.b. Each tile shall be fastened with the quantity of nails, wind locksand/<strong>or</strong> hurricane clips recommended by the manufacturer f<strong>or</strong> thespecified roof slope, building height, and wind velocity.c. Nails on tiles overlapping sheet metalw<strong>or</strong>k shall not puncture the sheetmetal. <strong>Tile</strong>s overlapping sheet metal shall be fastened with copperwire and plastic cement.d. Gable rakes shall be cemented to field tiles and fastened with nails.e. Hip rolls shall be cemented in laps and fastened with 50 mm 2 inchcopper nails.f. Ridges shall be cemented and fastened with 63 mm 2-1/2 inchcopper nailsin laps and where they rest on roof tiles.g. Where tiles join hip stringers they shall be made waterproof withflashing cement.h. Voids at ends of hips and ridges shall be filled with m<strong>or</strong>tar col<strong>or</strong>ed tonearest match of tile col<strong>or</strong>.i. <strong>Tile</strong> in contact with cement m<strong>or</strong>tar shall be immersed in water f<strong>or</strong> atleast 2 minutes bef<strong>or</strong>e laying.j. Ridge angles and hip/ridge terminals shall be mitered on job, nailed <strong>or</strong>wired, and set in plastic cement.k. When sh<strong>or</strong>t course tiles are not otherwise specified f<strong>or</strong> rafters whichdo not accommodate full courses, they shall be cut and drilled on jobby roofer unless a plus <strong>or</strong> minus 25 mm 1 inch adjustment of regulartile overhang at eave is sufficient.3.11 INTERLOCKING SHINGLE TILE APPLICATION3.11.1 Wood StripsWood stringers, 25 mm 1 inch wide and of proper height, shall be applied onhips and ridges to carry hip roll and ridge. A 22 by 25 mm 7/8 by 1 inchcant strip shall be applied at eaves.3.11.2 <strong>Tile</strong> Applicationa. <strong>Tile</strong>s shall be laid to straight lines parallel to ground level, lapped75 mm 3 inches vertically.b. Each tile shall be fastened with the quantity of nails, wind locksand/<strong>or</strong> hurricane clips recommended by the manufacturer f<strong>or</strong> thespecified roof slope, building height, and wind velocity.c. Nails on tiles overlapping sheet metalw<strong>or</strong>k shall not puncture the sheetmetal. <strong>Tile</strong>s overlapping sheet metal shall be fastened with copperwire and plastic cement.SECTION <strong>07</strong> <strong>32</strong> <strong>14</strong> Page 15


d. Gable rakes shall be cemented to field tiles and fastened with nails.e. Hip rolls shall be cemented and fastened with 50 mm 2 inchcopper nailsin laps.f. Ridges shall be cemented and fastened with 63 mm 2-1/2 inchcopper nailsin laps and where they rest on roof tiles.g. Where tiles join hip stringers they shall be made waterproof withflashing cement.h. Voids at ends of hips and ridges shall be filled with m<strong>or</strong>tar col<strong>or</strong>ed tonearest match of tile col<strong>or</strong>.i. <strong>Tile</strong> in contact with cement m<strong>or</strong>tar shall be immersed in water f<strong>or</strong> atleast 2 minutes bef<strong>or</strong>e laying.j. Ridge angles and hip/ridge terminals shall be mitered on job, nailed <strong>or</strong>wired, and set in plastic cement.k. When sh<strong>or</strong>t course tiles are not otherwise specified f<strong>or</strong> rafters whichdo not accommodate full courses, they shall be cut and drilled on jobby roofer unless a plus <strong>or</strong> minus 25 mm 1 inch adjustment of regulartile overhang at eave is sufficient.-- End of Section --SECTION <strong>07</strong> <strong>32</strong> <strong>14</strong> Page 16

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