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<br /> SGTION NOTES o
<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 1a. UNDISTURBED NATIVE SOIL: "'
<br /> ,t INC AS.1 . TIGHTLINE TO NEAREST CATCH BASIN. GLASS PANELS. SEE DOOR SCHEDULE AS. 1 . a'
<br /> REINFORCING PER STRUCTURAL DRAWINGS ON 4 GRAVEL PIPE SURROUNDED WITH FREE DRAINING GRAVEL BACKFILL DRAW °
<br /> Y VAPOR BARRIER. WRAPPED IN FILTER FABRIC. ROUTE DRAINS TO NEAREST 20. COMPACTED BACKFILL: c E- a o
<br /> BASE OVER 6 MIL. VINYL
<br /> CATCH BASIN. 11 . FIBER CANT: 5"x3" FIBER CANT STRIP. SEE ROOF 16. FLASHING: PRE-FINISHED METAL FLASHING PER a :(,D co
<br /> 2. EXTERIOR GMU WALL: 8" GMU W/ DRYBLOCK ADDITIVE PLAN DRAWING A2. 1 . BUILDING ELEVATIONS. SEE DRAWING A3.1 . 21 . ASPHALT PAVEMENT: 2" ASPHALT TOP COURSE OVER .5 0 z z
<br /> IN BLOCK AND MORTAR. ALL CELL SHALL
<br /> BE GROUTED 1. PERIMETER INSULATION: R-1.5 MIN. RIGID . 4" COMACTED GRANULAR SUBGRADE. m Z w co
<br /> SOLID. SEE STRUCTURAL DRAWINGS FOR REINFORCING. INSULATION BOARD. EXTEND 21-0" MINIMUM INTO 12. REGLET: 24 6A. PRE-FINISHED GALVANIZED MASONRY 11. RETAINING WALL: EXISTING RETAINING WALL TO ° a U
<br /> 6 . SEE BLDG. ELEVS. DRAWING A3.1 . REMAIN. VERIFY EXISTING CONDITIONS 50 AS NOT TO 22. TRIM: 8"x20GA. PRE-FINISHED METAL TRIM PLATE 's` J ( cWn
<br /> INTERIOR OF BUILDING. LET
<br /> 3. CONCRETE FOOTING: SEE STRUCTURAL DRAWINGS FOR UNDERMINE OR OVERLOAD EXISTING RETAINING WALL AT TOP OF WALL INTERSECTION WITH ROOF DECK, TYP. ca w C7
<br /> 11 TING. EA. SIDE OF WALL. PROVIDE HEM AT BOTTOM EDGE � � w� o
<br /> CONCRETE FOOTING SIZE AND REINFORCING. S. UNDERGROUND WALL WATERPROOFING: 12 COLUMN OF 13. CONVEYOR TRENCH: CONCRETE TRENCH AND SIDENALLS FOOTING.
<br /> FREE DRAINING BACKFILL OVER DRAINAGE MAT OVER W/ SLOPED BASE. SEE CONVEYOR TRENCH DRAWINGS BY z AND AND SEALANT ALONG TOP. °' O co o>� ='
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<br /> 4. MEMBRANE RAF: TPO MEMBRANE ROOFING OVER R-10 WATERPROOF MEMBRANE OVER SOLID GROUTED CMU WALL. MACNEIL WASH SYSTEMS, LTD. I8. DRAIN PIPE: 8�� PVC DRAIN PIPE TO OIL/WATER z ft m w m
<br /> RIGID INSULATION OVER CORRUGATED METAL DECKING PER PROVIDE AT ALL AREAS WHERE EXTERIOR GRADE I5 ABOVE SEPARATOR. SEE UNDERGROUND PLUMBING PLAN BY
<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 a. GUTTER: PRE-FINISHED METAL GUTTER PER BUILDING A 4 1
<br /> FRAMING (U = .42 MAX.) WITH 1" INSULATED GLASS OR ELEVATIONS. SEE DRAWING AS. 1 .
<br /> 1" INSULATED SAFETY GLASS (SHCG = 0.35 MAX.) . SEE
<br /> EXTERIOR ELEVATIONS. Job Number
<br /> 10c-3158
<br /> 6816Evergreen Way B1111-028
<br />
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