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o <br />6 5 3 <br />29'-4" �, 33'-4" <br />ROOF PLAN. <br />SCALE: 1/4' - 1'-0' <br />NORTH <br />PRIMARY AND EMERGENCY ROOF DRAIN CALCULATIONS <br />FPC- PLUMBING <br />APPENDIX B - RATES OF RAINFALL - CITY OF TAMPA, FL. 4.5 INCHES <br />MAIN ROOF: FPC - PLUMBING TABLE 1106.2(2) - SIZE OF <br />RECTANGULAR VERTICAL CONDUCTORS AND LEADERS: 3 1/2" X 4" <br />DOWNSPOUT WILL PERMIT DRAINAGE OF 31180 SQ. FT. OF ROOF AREA <br />COVERAGE <br />(3) 4" X 4" DOWNSPOUTS EACH WITH EMERGENCY OVERFLOW SCUPPER <br />SERVING (3) ZONE AREAS AS DESCRIBED BELOW: <br />ZONE 1: 622 SQ. FT. <br />ZONE 2: 793 SQ. FT. <br />ZONE 3: 864 SQ. FT. <br />ENTRANCE CANOPY: FPC - PLUMBING TABLE 1106.2.1 - SIZE OF <br />CIRCULAR VERTICAL CONDUCTORS AND LEADERS: 2" DIAMETER ROOF <br />DRAIN WILL PERMIT DRAINAGE OF 575 50. FT. OF ROOF AREA. <br />(2) 2" DIAMETER ROOF DRAINS THAT DISCHARGE INTO (2) 4" X 4" <br />DOWNSPOUTS AND SERVE THE ZONE AREAS DESCRIBED BELOW: <br />ZONE 4: 95 SQ. FT. <br />ZONE 5: 95 SQ. FT. <br />DRIVE-THRU CANOPY: FPC - PLUMBING TABLE 1106.2.1 - SIZE OF <br />CIRCULAR VERTICAL CONDUCTORS AND LEADERS: 2" DIAMETER ROOF <br />DRAIN WILL PERMIT DRAINAGE OF 575 SQ. FT. OF ROOF AREA. <br />(2) 2" DIAMETER ROOF DRAINS THAT DISCHARGE INTO (2) 4" X 4" <br />DOWNSPOUTS AND SERVE THE ZONE AREAS DESCRIBED BELOW: <br />ZONE 6: 42 SQ. FT. <br />ZONE 7: 42 SQ. FT. <br />THE STATED VERTICAL CONDUCTORS AND ROOF DRAINS ARE ALL <br />WITHIN ALLOWABLE LIMITS FOR AREA SERVED BASED ON RAINFALL <br />RATES FOR THIS REGION <br />ZONE 4 <br />95 S.F. <br />2'-1" L I. 2'-1" <br />ZONE 5 <br />q5 S.F. <br />ZONE 6 <br />42 S.F. <br />ZONE 7 <br />42 S.F. <br />16'-2" <br />ROOF DRAINAGE PLAN <br />ALL DOWNSPOUTS EXTENDING TO GRADE SHALL BE <br />CONNECTED TO THE UNDERGROUND STORM SEWER <br />UNLESS OTHERWISE NOTED. REFER TO CIVIL DRAWINGS. <br />A CAST ALUMINUM TRANSITION 500T WITH CLEAN OUT <br />SHALL BE PROVIDED FOR THIS CONNECTION. REFER TO <br />DETAIL ON SHEET AS.1 <br />THE GENERAL CONTRACTOR SHALL CLOSELY <br />COORDINATE LOCATIONS OF UNDERGROUND PIPING TO <br />PRECISELY ALIGN WITH ROOF SCUPPERS AND <br />DOWNSPOUTS <br />REFER TO WALL SECTIONS FOR DESCRIPTION OF <br />CANOPIES AND AWNINGS AND REFERENCES TO DETAILS <br />REFER WALL SECTIONS FOR REFERENCES TO PARAPET <br />AND ROOF DETAILS. SEE STRUCTURAL DRAWINGS FOR <br />JOIST REQUIREMENTS <br />O <br />REFER TO SHEET A0.3 FOR KEYNOTE SCHEDULE <br />F? <br />ink <br />f <br />LlcA AA 0003300 " <br />3336 Grand Blvd. Suite 201 <br />Holiday, Florida 34690 <br />Ph. 727. 815. 3336 <br />Fax 727. 815. 3337 <br />IV <br />opyent <br />p <br />907 S. FT. HARRISON AVENUE <br />SUrrE 102 <br />;.. <br />CLEARWATER, FL 33756 <br />727-210-1900 <br />TO <br />THE BEST_OF..TNE KNOWLEDGE OF <br />E ARCH r' BEERS, PLAN <br />AND. <br />'WITH THE <br />AP <br />m MINIMU�1' CODES <br />" <br />Kl <br />APPLICABLE IN IRE <br />xz <br />ETY S7A1�[� <br />e <br />0 9 <br />B <br />o AR0015323 <br />ER <br />FL License No. AR0015323 <br />�a <br />W <br />Z <br />0 <br />Z <br />Q <br />� <br />� <br />l <br />V <br />p <br />w <br />cti <br />N <br />y <br />1` <br />G' <br />t <br />Z <br />'F <br />a <br />Cj) O <br />I.— LI_ <br />J <br />Z <br />O <br />a EL <br />QC.) <br />J > N <br />J <br />W J <br />(n 0 <br />s <br />e <br />04.06.18 <br />date <br />�y <br />17060 <br />comm. no. <br />rx <br />ROOF PLAN <br />L <br />v% <br />5 J <br />'2 <br />A 1 1 <br />0 <br />sup <br />