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CONTRACTOR TO EXPOSE AND THOROUGHLY DOCUMENT UPPER LEVEL/ <br />ROOF FRAMING THIS AREA AND PROVIDE TO DESIGN PROFESSIONALS <br />FOR FINAL FRAMING ALTERATIONS AT PROPOSED ROOF NEW ROOF AND <br />ROOF EXTENSIONS... <br />02a 02a 02a <br />02 <br />01 <br />02 <br />01 <br />A2.2 <br />04 <br />A2.2 <br />04 <br />A2.2 <br />02 <br />A2.2 <br />03 <br />A2.2a <br />02 <br />A2.2a <br />01 <br />02 <br />6 5 4 3 2 1 <br />A <br />A1 <br />B <br />C <br />A3 <br />B3 <br />1a <br />A2 <br />B2 <br />Service Access Deck <br />"NON-ADA COMPLIANT" <br />1 <br />2 <br />5 <br />3 <br />4 <br />16 <br />1 <br />2 <br />3 <br />4 <br />16 <br />15 <br />7 <br />10 <br />13 <br />6 <br />8 <br />5 <br />11 <br />14 <br />12 <br />10a <br />3 <br />4 <br />15 <br />7 <br />10 <br />13 <br />6 <br />8 <br />5 <br />11 <br />14 <br />12 <br />10a <br />1 <br />2 <br />9 <br />17 <br />31 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />10a <br />18 <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />29 <br />30 <br />31 <br />3 <br />4 <br />5 <br />1 <br />2 <br />18 <br />jmwells design <br />713 washington street <br />kerrville, texas 78028 <br />830.890.8808 <br />jmwellsdesign@gmail.com/ <br />jackmwells@outlook.com <br />C O P Y R I G H T 2 0 1 7 <br />B I N D I N G . . .D:\Jack\My Documents\Drawings\LEER CONSTRUCTION\JANOON Banquet Remodel\Janoon Tenant Improvement.dwg-- <br />A2.2 <br />18.106 <br />Roof Plan <br />Proposed Roof Plan <br />1/8" = 1'-0"01PLAN <br />NORTH <br />Tenant Improvement/ Design Build112 East Yosemite AvenueManteca, CaliforniaPhase 2Janoon Banquet and Event Hall01 MAIN DRAINS - <br /> "JOSAM" 30000-R SERIES FLOOR DRAIN, TYPE 30004/7R 4" PIPE SIZE 5"x17" GRATE, <br />MAIN DRAINS SHALL BE PIPED INTO CITY STORM SYSTEM. (2 Required) <br />02 SECONDARY DRAINS (OVER FLOW) - <br />"JOSAM" 30000-R SERIES FLOOR DRAIN, TYPE 30003/6R 3" PIPE SIZE 5"x13" GRATE, <br />02a SECONDARY DRAINS SHALL BE PIPED INTO "JOSAM" 25010 SERIES DOWNSPOUT <br />NOZZLES, TYPE 25013 3" PIPE SIZE. (3 Required). <br />ROOF DRAIN SCHEDULE <br />ROOF CALCULATIONS - <br />TOTAL AREA (PROPOSED DECK/ROOF) 3530 SF. <br />"MAIN DRAIN"- HOURLY RAIN FALL HOUR (ASSUMED WORST CASE SCENARIO)= 3" hr, ASSUMED <br />PIPE SIZE 4in DIAMETER DRAIN (12.56 in2) = 4,600 MAX FOOTAGE, 195 gpm1; 2- 4" DRAINS <br />CHECK ... Re TABLE 1101.12/ MAXIMUM ALLOWABLE HORIZONTAL PROJECTED ROOF AREA; <br />TABLE 1101.8 - 1/4"PER 1'-0 SLOPE, 4" PIPE SIZE 4"(in/hr) = 3533 FT2; 4" DRAIN CHECKS. <br />"SECONDARY DRAINS- 3" hr, ASSUMED PIPE SIZE 3in DIAMETER DRAIN (7.06 in2) = 2930 MAX <br />FOOTAGE, 92 gpm1; 3 - 3" DRAINS CHECK ... <br />Roof Detail - <br /> Typical Deck <br />3" = 1'-0"02 <br />Roof Detail - <br /> at Screen Wall <br />3" = 1'-0"03 <br />Roof Detail - <br /> at Parapet <br />3" = 1'-0"04 <br />ROOFING NOTES <br />Roof Detail - <br /> at Roof Drain <br />3" = 1'-0"05 <br />5401 N. Hickman Rd., Denair, Ca. 95316 <br />(209) 485-8620