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OBH -- <br />PVC DOWNSPOUT <br />CONCEALED IN <br />COLUMN BELOW <br />(C.D.S.) <br />C.D.S. — <br />B-G — <br />RE: SECTIONS FOR <br />SLOPES OF ALL <br />PITCHED ROOFS <br />A303-2 <br />PREFIN. ALUM <br />PARAPET CAP 1 <br />2 Roof Plan <br />Scale 118"=1'-0" <br />REAR <br />LEFT FN' RIGHT <br />FRONT <br />B-K — <br />B,1 — <br />1. ALL GUTTERS ALONG THE FRONT PITCHED AREA (AREAS A, C, & E) TO BE 5" X 5" <br />2. ALL DOWNSPOUTS THAT SERVE AREAS A, C, & E TO BE 3" DIA. <br />3. ALL GUTTERS THAT SERVE AREAS B, D $ F TO BE 6" X 6" <br />4. ALL DOWNSPOUTS THAT DRAIN ONTO AREA G TO BE 6" X 6" <br />5. ALL PRIMARY SCUPPERS AND OVERFLOW SCUPPERS TO BE 8" X 16" MIN. <br />6. ALL DOWNSPOUTS THAT DRAIN AREA G TO BE 8" X 8" MIN. <br />7. ALL DOWNSPOUTS THAT DRAIN AREAS A, C, E OR G TO BE TIED DIRECTLY INTO <br />THE SITE STORM DRAINAGE SYSTEM UNDERGROUND. REFER TO CIVIL <br />DRAWINGS FOR CONTINUATION OF STORM LINES. <br />8. ALL ELEMENTS OF THE ROOF DRAINAGE SYSTEM HAVE BEEN SIZED TO COMPLY <br />WITH CHAPTER 1106 OF THE PLUMBING SECTION OF THE FBC. <br />kll • • . �, <br />1 <br />1 <br />1 <br />I <br />.. <br />i <br />SUS HWY301� <br />_0� <br />KEY PLAN <br />:N' <br />M <br />rI � <br />rll� 0 <br />Oo <br />0 <br />� o <br />do0 <br />ct0 <br />U <br />N <br />0 <br />CL <br />0 <br />(Ln <br />V <br />(U O ao <br />c <br />J M <br />•� U cn C <br />/11 coJ .O <br />W (p � LL <br />a O <br />Z L..E > <br />w Co t� ) <br />co <br />U <br />cn <br />E <br />E <br />0 <br />0 c <br />N <br />ca <br />Lu <br />co O <br />co �U <br />z-�= <br />>+ O <br />W <br />cn 0-U) <br />& <br />m�N <br />a <br />I' <br />LL <br />J <br />W �. <br />J <br />t= F W , e e <br />I- ryW <br />W <br />z <br />CD�.? w <br />2 <br />Co; <br />J <br />ra W <br />y <br />Lu <br />- <br />U) <br />K <br />0 <br />W <br />Z <br />U <br />Lu <br />Al 41 <br />