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T_- �-_-�_ �_- - --�- - - ---_ _ . - •::�:� OP OF SLAB <br /> TOP OF SLAB 1 r. -. . _..- . y ..T -r a. -- <br /> L \/.. ,.♦ .1_ _l_. JI II.I 1�JlIT., <br /> *< <br /> *,* <br /> *'4,' iii✓!\ Vii\ <br /> E3U I LO I NO SGT I ON <br /> (': ,) 1/4" = 11-0" <br /> SECTION NOTES F.- <br /> 0 0 <br /> 1 . CONCRETE FLOOR: 6" CONCRETE SLAB ON GRADE AND 6. FOOTING DRAIN: 4" MINIMUM DIA. PERFERATED PVC 10. DOWNSPOUTS: PRE-FINISHED METAL DOWNSPOUT. SEE 15. OVERHEAD DOOR: OVERHEAD SECTION DOOR W/ SAFETY 1q. UNDISTURBED NATIVE SOIL: >" N <br /> REINFORCING PER STRUCTURAL DRAWINGS ON 4" GRAVEL PIPE SURROUNDED WITH FREE DRAINING GRAVEL BACKFILL DRAWING A3.1 . TIGHTLINE TO NEAREST CATCH BASIN. GLASS PANELS. SEE DOOR SCHEDULE A5. 1 . ° 0 z <br /> BASE OVER 6 MIL. VINYL VAPOR BARRIER. WRAPPED IN FILTER FABRIC. ROUTE DRAINS TO NEAREST 20. COMPACTED BACKFILL: cs, 0 <br /> GATGH BASIN. 11 . FIBER CANT: 3"x3" FIBER CANT STRIP. SEE ROOF 16. FLASHING: PRE-FINISHED METAL FLASHING PER =n <br /> 2. EXTERIOR CMU WA LL: 811 GMU W/ DRYBLOCK ADDITIVE PLAN DRAWING A2. 1 . BUILDING ELEVATIONS. SEE DRAWING A3.1 . 21 . ASPHALT PAVEMENT: 2" ASPHALT TOP COURSE OVER `B z z <br /> IN BLOCK AND MORTAR. ALL CELL SHALL BE GROUTED I. PERIMETER INSULATION: R-7.5 MIN. RIGID . 4" COMACTED GRANULAR SUBGRADE. c z z- O <br /> '- MINIMUMINTO 12. REGLET: 24 GA. PRE-FINISHED RETAINING MAL EXISTING RETAINING TD �' < o <br /> 5EE STRUCTURAL DRAWINGSFOR REINFORCING. INSULATION BOARD. EXTEND 2 0 PRE I SHED GALVANIZED MASONRY 17. RE AI L N WALL <br /> SOLID. TU L cc � <br /> INTERIOR OF BUILDING. REGLET. SEE BLDG. ELEVS. DRAWING A3. 1 . REMAIN. VERIFY EXISTING CONDITIONS 50 A5 NOT TO 22. TRIM: 8"x2OGA. PRE-FINISHED METAL TRIM PLATE g Q 0 wm <br /> 3. CONCRETE FOOTING: SEE STRUCTURAL DRAWINGS FOR 11 UNDERMINE OR OVERLOAD EXISTING RETAINING WALL AT TOP OF WALL INTERSECTION WITH ROOF DECK, TYP. U i. --JW 2 <br /> CONCRETE FOOTING SIZE AND REINFORCING. 8. UNDERGROUND WALL WATERPROOFING: 12 COLUMN OF 13. CONVEYOR TRENCH: CONCRETE TRENCH AND SIDEWALLS FOOTING. EA. SIDE OF WALL. PROVIDE HEM AT BOTTOM EDGE w W <br /> FREE DRAINING BACKFILL OVER DRAINAGE MAT OVER W/ SLOPED BASE. SEE CONVEYOR TRENCH DRAWINGS BY AND AND SEALANT ALONG TOP. 0 w ° <br /> 4. MEMBRANE ROOF: TPO MEMBRANE ROOFING OVER R-10 WATERPROOF MEMBRANE OVER SOLID GROUTED CMU WALL. MAGNEIL WASH SYSTEMS, LTD. 18. DRAIN PIPE: 8" PVC DRAIN PIPE TO OIL/WATER < ft 1 m <br /> RIGID INSULATION OVER CORRUGATED METAL DECKING PER PROVIDE AT ALL AREAS WHERE EXTERIOR GRADE I5 ABOVE SEPARATOR. SEE UNDERGROUND PLUMBING PLAN BY g <br /> STRUCTURAL DRAWINGS. FLOOR ELEVATION. 14. EXTERIOR DOOR: METAL EXTERIOR DOOR AND FRAME. MACNEIL WASH SYSTEMS, LTD. Drawing: <br /> SEE DOOR SCHEDULE DRAWING A5. 1 . <br /> 5. STOREFRONT: THERMALLY BROKEN ALUMINUM STOREFRONT q. GUTTER: PRE-FINISHED METAL GUTTER PER BUILDING A 4. 1 <br /> FRAMING (U = .42 MAX.) WITH 1" INSULATED GLASS OR ELEVATIONS. SEE DRAWING A3.1 . <br /> 1" INSULATED SAFETY GLASS (SHCG = 0.35 MAX.) . SEE <br /> EXTERIOR ELEVATIONS. <br /> Job Number: <br /> 10c-3158 <br /> 6816 Evergreen Way X31111-028 <br />