Laserfiche WebLink
■ <br />® Jones Edmunds <br />0 <br />0 <br />o <br />KC, <br />1n <br />0 <br />Z <br />0 <br />w <br />U) <br />w <br />Z <br />O <br />Lw <br />0 <br />Q <br />a <br />C) <br />.E <br />O <br />N <br />N <br />0 <br />0 <br />w <br />Q <br />M■ <br />e■ <br />PLOTTED: 3/25/2020 03:17 PM DAVID <br />L 1z-0" <br />14=10" <br />1IY EXP JT W/ <br />BACKER ROD AND <br />FLEXIBLE SEALANT <br />w4r <br />8'-4" <br />GRAPHIC SCALE <br />012 a s <br />SCALE IN FEET <br />D1 <br />01 <br />°P <br />T/ FLOOR EL <br />SEE "C" DWGS <br />Y <br />�"� <br />PRECAST BUILDING AIR COMPRESSOR D2 <br />T/14" SLAB <br />SLAB SET ON W SLAB ROOM <br />°Q <br />EL SEE "C- DWGS <br />REINF W/ #4AT8", EW, <br />W/ 2" COVER TO TOP 101 <br />1ool <br />S10 <br />OPENINGS 10 <br />COORD <br />m <br />W MAN F <br />TYP <br />FINISHED <br />GRADE PER "C" <br />DWGS, TYP <br />FINISHED <br />GRADE PER"Co <br />DWGS, TYP <br />AIR COMPRESSOR BUILDING BASE SLAB <br />PLAN <br />1/4" =1'-O" <br />PRECAST CONCRETE BUILDING; <br />SEE SPECIFICATIONS <br />T/ FLOOR EL, <br />SEE"Co DWGS <br />CONDUIT CAST4N TO <br />WALL AS NEEDED PER <br />BUILDING MANUF <br />NOTES: <br />1. CONTRACTOR SHALL COORDINATE WITH EQUIPMENT MANUFACTURER'S <br />AND "M" DWGS FOR SIZE AND LOCATION OF LOUVERS. LOUVERS SHALL BE <br />RATED FOR A MINIMUM NOMINAL WIND DESIGN PRESSURE OF ±31 PSF. <br />2. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH <br />OTHER DISCIPLINES AND EQUIPMENT MANUFACTURER'S. <br />3. TOTAL OF TWO (2) 4A-0013-C HALOTRON 1 FIRE EXTINGUISHERS SHALL BE <br />PROVIDED AT EACH DOOR <br />4. S <br />INDICATES DOOR MARK, SEE SCHEDULE ON SHEET S12. <br />SET PRECAST SLAB IN BED OF MORTAR <br />OR GROUT TO ACHIEVE UNIFORM <br />BEARING i <br />- _ � - -� _ R � - i .. .. - - • . �- 4- ' • • - � � .' .. A -. ram_ r..' - <br />6 MIL VAPOR <br />" DRILL AND EPDXY PREPARED SUBGRADE BARRIER <br />Tom' TYP #5 a@16" OC, 6" MIN BELOW CAST4N-PLACE <br />EMBED, L = ,W SLAB <br />SECTION 1 <br />1/4L1'-0' �S1 <br />0 <br />SEE NOTE I- <br />. <br />FINISH PER <br />-.--SPECIFICATIONS <br />T/ SLAB SEE "C" - _ '_ _ = - _ _ <br />DWGS <br />7 <br />------ ---------- <br />SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 <br />4 <br />0 <br />A_ B THICKEND SLAB <br />S16 EDGE, TYP <br />4" OH <br />TYP <br />SEE NOTE 1 <br />EAST <br />ELEVATION <br />1/4" = V-O" <br />WEST <br />ELEVATION <br />1/4" = V-0' <br />Z <br />O <br />V <br />Z <br />T/SLAB SEE C O <br />DWGS C� <br />O <br />LL <br />AIIIIIIIIIIIIIIII <br />SOUTH <br />NORTH <br />711 N ORANGE AVE, STE A <br />WINTER PARK, FL 32M <br />ELEVATION <br />ELEVATION <br />PH: 321.9a4989 <br />W E K I VA WEKNA PROD. NO.18-169 <br />FL ENG BUSYNESS NO.31920 <br />1/4" = 1'-0" <br />1 /4" = V-O' <br />ENGINEERING <br />omGwD D.MORRIS <br />WASTEWATER TREATMENT FACILITY <br />APP� BY <br />MKU NO. <br />oAIE <br />ionesEd. un <br />AIR COMPRESSOR BUILDING <br />26110-025-01 <br />MARCH 2020 <br />WIPM�I D.MORRIS <br />ADVANCED WATER TREATMENT UPGRADE <br />( (*® J.SOBCZM <br />CERTIFICATE OF AUTHORIZATION *1841 <br />730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821 <br />CITY OF ZEPHYRHILLS, FLORIDA <br />PLAN SECTION AND ELEVATIONS <br />DAVID S. MORRIS <br />Mooc <br />owG <br />S10 <br />Ll, <br />DATE <br />�QN$ <br />BY <br />APRM. <br />324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258-0703 <br />P.E. 074717 <br />