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D-1 D-2 D-3 <br />PRIMARY THRU SCUPPER AND <br />DOWNSPOUT (D.S.). RE: A502-12 & 13 <br />16'4" 4' 0" <br />D-E - - - ---- O.F.S. D.S.= <br />---------------- ------ <br />=1-------- <br />---- i---------- - -� <br />D-D <br />m L m m im W WL;1 <br />M lilmls <br />-]7 11100� <br />METAL PANELS ON THE <br />INSIDE OF ALL PARAPET <br />WALLS. RE: A501-1 & 2 <br />III <br />w <br />o <br />�I <br />------------- <br />D-C t <br />2 <br />C.D.S. <br />I <br />r <br />L DORMER, RE: SECTIONS FOR <br />RE: SECTIONS & SLOPES OF ALL PITCHED <br />ELEVATIONS ROOFS <br />i <br />I <br />8-1 <br />D-2 <br />REAR <br />_Roof Plan LEFT RIGHT <br />Scale 1/8"=1'-0" <br />FRONT <br />OVERFLOW SCUPPER <br />(O.F.S.). RE: A502-15 <br />44'-0" <br />7------ O.F.S. D.S <br />4 0 16-0------ -- <br />L - - <br />INDICATES DIRECT OF <br />SLOPE. ALL RO CRICKETS <br />SLOPED @ 1 PER FT MIN. <br />7i o6 . <br />ROOF CRICKETS @ 1/2"/FT LJ <br />(TYPICAL) <br />2'X3' PROTECTIVE PADS <br />(TYPICAL) <br />❑ A502-14 <br />ROOF TOP UNIT RE: MECHANICAL <br />4-PLY BUILT UP ROOF SYSTEM <br />ROOF CRICKETS @ 1/2"/FT <br />(TYPICAL) <br />4 <br />a <br />w <br />a <br />w <br />n- <br />o <br />J <br />U) <br />D. D-8 D.9 PUB <br />i <br />3'4' T-6" <br />9-4 <br />%ACZHFATCHr-]RE: A502-F1 <br />CONDENSATE DRAIN ❑ <br />LINES RE: MECH DWG <br />(TYPICAL) <br />PROVIDE CONTINUOUS <br />ROOF EXPANSION JOINT <br />ALONG THE ENTIRE EDGE <br />OF THE PUBLIX WALL. RE: <br />A502-11 <br />PROVIDE SPLASH BLOCKS AT ALL <br />DOWNSPOUT LOCATIONS <br />ROOF RIDGE. RE: A502-2 PREFINISHED ALUMINUM GUTTER <br />AND DOWNSPOUTS <br />o PVC DOWNSPOUT CONCEALED IN N RE: A501-3 <br />r�' COLUMN BELOW (C.D.S.) <br />o <br />N <br />N <br />OUTLINE OF WALL BELOW PREFIN. ALUM GUTTERS AT THE FRONT OF ALL a <br />(SHOWN DASHED) PITCHED ROOFS, RE: A502 <br />ASPHALT SHINGLES RE: S ECIFICATION <br />LINE INDICATES CHANGE IN ROOF SLOPE. RE: - <br />SECTIONS <br />I i <br />D-3 D <br />ROOF DRAINAGE CALCULATIONS <br />PROJECT SITE = ZEPHYRHILLS, FL 100 YEAR, 1 HR RAINFALL = 4.5" (ROUND UP TO 5") <br />TOTAL ROOF AREA = HORIZONTAL PROJECTED AREA = HALF THE AREA OF VERTICAL WALLS THAT <br />DIVERT WATER TO THE ROOF. <br />OVERFLOW LOW DRAINAGE: CALCULATED FROM TABLE 1106.2 AS MODIFIED BY SECTION 1107.3 <br />ROOF <br />VERTICAL PIPING <br />LABEL <br />TOTAL AREA <br />LARGEST <br />TRIB AREA <br />QTY, <br />DIAMETER REQ'D <br />QTY. <br />DIAMETER PRYD <br />A <br />490 <br />245 <br />1 <br />2 <br />2 <br />6" X 6" <br />B <br />7,694 <br />2,500 <br />4 <br />4 <br />4 <br />8" X V. <br />C <br />1,000 <br />415 <br />1 <br />2 <br />2 <br />3" DIA <br />A+B+C <br />9,184 <br />2,500 <br />4 <br />4 <br />4 <br />8" X V. <br />OF <br />TABLE 1106.2 CO DIUCTORS & LIEADERS <br />DIAMETER <br />OF LEADER <br />(INCHES) <br />HORIZONTAL PROJECTED ROOF AREA (SQUARE FEET) <br />RAINFALL RATE <br />(INCHES PER HOUR) <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />2 <br />2,880 <br />1,440 <br />960 <br />720 <br />575 <br />480 <br />3 <br />8,880 <br />4,400 <br />2,930 <br />2,200 <br />1,760 <br />1,470 <br />4 <br />18,400 <br />9,200 <br />6,130 <br />4,600 <br />3'680 <br />3,070 <br />5 <br />34,600 <br />17,300 <br />11,530 <br />8,650 <br />6,920 <br />5,765 <br />6 <br />54,000 <br />27,000 <br />17,995 <br />13,500 <br />10,800 <br />9,000 <br />8 <br />116,000 <br />58,000 <br />38,660 <br />29,000 <br />23,200 <br />19,315 <br />PUBLIX'S ROOF SYSTEM <br />RE: PUBLIX DRAWINGS <br />PUBLIX STAINLESS STEEL <br />COPING RE: PUBLIX PLANS <br />D-8 1 D-9 I PUB <br />1. ALL GUTTERS ALONG THE FRONT PITCHED AREA (AREA C) TO BE 5" X 5" <br />2. ALL DOWNSPOUTS THAT SERVE AREA C TO BE 3" DIA. <br />3. ALL GUTTERS THAT SERVE AREA A TO BE 6" X 6" <br />4. ALL DOWNSPOUTS THAT DRAIN AREA AONTO AREA B 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 B TO BE 8" X 8" MIN. <br />7. ALL DOWNSPOUTS THAT DRAIN AREAS C OR B TO BE TIED DIRECTLY INTO THE <br />SITE STORM DRAINAGE SYSTEM UNDERGROUND. REFER TO SHEET MPF-1 AND <br />THE CIVIL DRAWINGS. <br />REVIEW DATE, k <br />CITY OF ZEPHyi j � L <br />cl'k <br />r US HWY 301 <br />D-D <br />KEY PLAN <br />(9FN <br />/j <br />IL RETAIL <br />F <br />'f <br />0 <br />0 <br />U <br />o <br />o <br />VCnw <br />U <br />o� <br />ate" <br />kn <br />U C <br />0 <br />Q <br />0 <br />V <br />(v c a0 <br />'LMC: <br />W CoJ 'O <br />m co <br />06 ILL <br />Z <br />. 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