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26 Civic Center Plz - REV 7 - Plan
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26 Civic Center Plz - REV 7 - Plan
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Last modified
4/4/2026 5:00:28 AM
Creation date
4/4/2026 5:00:06 AM
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Template:
Plan
Permit Number
20181364
20184057
20188013
30146548
30149944
40138556
40139543
101117272
101117273
101117274
101117275
101117276
101117286
101120941
101121751
101126582
Full Address
26 Civic Center Plz
Street Number
26
Street Name
Civic Center
Street Suffix
Plz
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City of Santa Ana Public Library Renovation <br />Group 4 Architecture Research + Planning, Inc. Page & Turnbull <br />Group 4 Project No. 22575-01 ASI 034 – December 24, 2025 <br /> <br />REHABILITATION OF CAST-IN-PLACE CONCRETE 03 0130-3 <br />1.9 ENVIRONMENTAL <br />A. Do not apply repair mortar when substrate or ambient air temperature is less than 50°F nor <br />more than 80°F, or as stated in manufacturer’s written instructions. <br />B. Maintain a minimum ambient temperature of 50 degrees F during installation of repair <br />mortar and during curing, or as stated in manufacturer’s written instructions. <br />PART 2 - PRODUCTS <br />2.1 MANUFACTURERS <br />A. Products listed below are by Sika Corporation, except as otherwise specified. <br />B. Substitutions: Not permitted. <br />2.2 MATERIALS <br />A. Patching Mortar: Sika Repair SHB. <br />B. Mixing Liquid: Sika Latex R. <br />C. Aggregate: For patches greater than 2 in. thick, extend mortar with 3/8 in. pea gravel. <br />D. Anti-Corrosion Coating: Sika Armatec 110 EpoCem. <br />2.3 ACCESSORIES <br />A. Drilled anchors: Tapcon with Stalgard coating by Elco Industries. Length of anchor shall be <br />sufficient to provide a minimum of 1-1/2 in. embedment into sound substrate; various <br />lengths will be required. Use with stainless steel wire, 18 gauge. <br />B. Slurry Coat: Add water to a small amount of mortar mix until a thick consistency slurry coat <br />is obtained. <br />C. Tie Wire: Tie wire shall be #16 gauge stainless steel annealed. <br />D. Stainless steel wire mesh. <br />E. Curing Compound: Do not use curing compounds. <br />PART 3 - EXECUTION <br />3.1 EXAMINATION <br />A. Spalls: Check for incipient spalls by tapping the wall and slab surfaces and listening for a <br />hollow sound indicating delamination. Remove all such delaminated concrete until sound <br />concrete is found. <br />B. Cracks: Locate all cracks. Notify Architect of any cracks wider than 1/16 in.
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