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. �, , . . <br /> c <br /> � <br /> SECTION 0195 - REY CONSTRUCTION NOTES, MATERIALS, SYSTEMS <br /> REYNOTE SYMBOL O <br /> 1.1 Refer to Drawings for location symbols; Contractor to <br /> determine total scope of work. This work complements & <br /> adds to specification Divisions 3 thru 16. <br /> l. 1 ' -8" wide x 10" deep formed & poured concrete footing <br /> with 2 - #4 's continuous, bottom #2A -. l ' -4"x10" deep <br /> footing @ 8" secondary block walls, same reinforcing. <br /> 2. Concrete block thickness as shown. <br /> 3. R-10 rigid insulation 2" thk, Dow Styrofoam SM. Provide <br /> 2 layers where shown. <br /> 4. 16" dia. concrete pier, 3 ' -6" below grade min. , w/2- <br /> #5 's vertical; form top of pier as shown in detail w/ <br /> connector or, unless otherwise noted, w/8" dia. sonotube <br /> where it protrudes above grade, anchor w/ metal post <br /> or beam galvanized connector anchor cap w/ threaded <br /> rod Z" round anchor bolt. Provide 12" dia. concrete <br /> piers for small loads. <br /> 5. 4" concrete slab on grade, reinforce w/ #4 ' s @ 18" o.c. <br /> bottom, each way. Provide control joints as shown or <br /> required, joints to be separated deep enough to control <br /> cracking, use 4" radius trowel. Provide expansion joints <br /> as shown or required. <br /> 6. Provide 4" min. stabilized base of sand & gravel fill <br /> material to 95� of Standard Proctor Density (ASTM 698) <br /> below slabs as required unless existing condition is ' <br /> granular & well compacted; remove all organic soil <br /> material; compact w/ manually operated vibrating plate <br /> compactors. Verify existing grade elevations for actual <br /> , thickness. <br /> 7. Footings to be placed on undisturbed soil. <br /> 8. 3/8" expansion joint w/ joint filler & caulk to match <br /> concrete or other material color. <br /> 9. Concrete step(s) , reinforce w/ #4 's @ 18" o.c. bottom, � <br /> each way. <br /> 10. Use galvanized joist hangers and/or beam connector/hanger <br /> as required. <br /> 11. 2x(joist size) treated rim member w/ 5/8" dia. bolt <br /> @ 24" o.c. grouted solid in concrete block or concrete <br /> or thru bolt to wood rim joist; or use equivalent tap- <br /> con screws. • � <br /> 12. Preservative treated framing lumber & base plates. <br /> Provide �" round anchor bolts at 4 ' -0" o.c, from concrete <br /> block to base plates, typical. <br /> �13. Prefinished exposed metal flashing, baked-on color to <br /> match trim or related surface where exposed; Color Rlad <br /> or Dalsin Ind. Use for roof valleys (or shingle ' <br /> valleys) , wall-to-roof junctures, steps in roof <br /> plane, etc. <br /> �14. Dampproofing continuous, Karnak 86, Fibrated Trowel � <br />