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This article describes how to add an image to a runtime generated PDF file. Preparation During Cold Weather Per MSJC 1999 Preparation Prior to Placement Heat sand or mixing water to produce mortar temperature between 40 F (44 C) and 120 F (489 C) at time of mixing Maintain mortar temperature above freezing until used in masonry Do not lay masonry units that have temperature below 20 F ( 67 C) Do not lay masonry units that have visible ice on their surface Do not lay glass unit masonry when ambient temperature or temperature of the units is below 40 F (44 C) If you re ever not sure which content is on which layer, simply click the visibility icon to hide a layer, and look at your page to see what disappeared The onactivate and onunload events before they fire These additional events are cancelable, which means you can stop the activate or unload events from occurring, while the existing onactivate and onunload events fire after the event occurs, and therefore cannot be canceled Other event handlers allow programmers access to events that are not specified by the standards: using the following code (perhaps iTextSharp was improved a bit since then. The conversion is working, but the code.ĭevelopment balances the slower setting rate that occurs in cold temperatures Cold weather precautions must still be performed, however, even when Type III cement is used When grout freezes, bond to the masonry and reinforcement is reduced Because of the high water content in grout, expansive forces generated as the water freezes can result in cracking of the masonry units If Type III, high early strength cement is used in the grout, the protection periods after construction are reduced from 48 hours to 24 hours according to the 2002 MSJC Specification Other cold weather precautions must still be implemented The most commonly used admixtures for mortar during cold weather construction are anti-freezes and accelerators Some antifreezes are actually misnomers for accelerators, but true anti-freezes include alcohol If the quantity of alcohol is sufficient to lower the freezing point of the mortar, compressive and bond strengths are reduced Therefore, anti-freeze admixtures are not recommended Accelerator admixtures speed hydration of portland cement They do not prevent the mortar or grout from freezing Use of an accelerator may reduce the required protection period but does not eliminate the need for protection or other appropriate cold weather precautions Calcium chloride is an effective accelerator, but it promotes corrosion of embedded metals in the masonry It can also contribute to masonry efflorescence and spalling Consequently, use of calcium chloride is not recommended Absorptive masonry units suck water from the mortar into the pores of the unit This action reduces water in the mortar and reduces the potential for disruptive expansion of water in the mortar while plastic Conversely, masonry units with low absorptive characteristics do not have the ability to reduce the expansion potential of frozen water in the mortar because they do not remove enough water from the mortar Consequently, units with high initial rates of absorption are more desirable during cold weather construction When using units with low absorption rates (initial rate of absorption less than 5g/min/30in2), completed construction may need to be protected for longer periods than those recommended by industry standards The temperature of the masonry units also has an effect on the freezing potential of the masonry Excessively cold masonry units, even though dry, may rapidly withdraw heat from the mortar and increase the freezing rate The rate at which masonry freezes is dependent upon several factors: mortar temperature and properties masonry unit temperature and properties and severity of the temperature and wind.Īfter digging into it I found the best way was to add the watermark to each page. I have a multi-page Tiff image file that I want to convert to PDF.