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CI nAT C1A11T(ILJ <br />SECONDARY DR) <br />MODEL No. EZT- <br />PERFORATED C <br />PITCH DOWN <br />TOWARD DRAIN <br />CLEAN OUT- <br />J MIN <br />SECONDARY DRAIN SYSTEM <br />PROVIDE 'EZ-TRAP' DEVICE <br />MODEL No. EZT-210 W/ <br />FLOAT SWITCH <br />TYPICAL CONDENSATE DRAIN TRAP <br />SECONDARY DRAIN SYSTEM <br />NO SCALE <br />MOUNTING ANGLES FASTENED <br />TO SLEEVE AT 6" O.C. <br />(MIN. 2 CONNECTIONS ON <br />EACH SIDE) <br />V VI�I <br />6" MAX. ON ALL SID <br />FIRE RATED WALL <br />1/4" CLEARANCE PER FOOT <br />BREAKAWAY CONNECTION - <br />ANGLE SIZE & SLEEVE AS <br />PER SMACNA STANDARDS <br />TYPE "B" FIRE DAMPER <br />W/ UL RATING & STAMP <br />MANUFACTURER'S SLEEVE <br />NOTE: <br />ACCESS DOOR SHALL BE LOCATED ON SIDE OR BOTTOM OF <br />DUCT AS APPROPRIATE TO PERMIT RESETTING OF DAMPER LINK. <br />FIRE DAMPER DETAIL <br />NO SCALE <br />DUCT <br />FULLY HINGED GASKETED <br />ACCESS DOOR IN DUCT- <br />12" X 12" UNLESS NOTED <br />OTHERWISE- LABEL "FIRE <br />DAMPER" <br />EXTERNAL INSULATION TO <br />EXTEND OVER SLEEVE <br />AFTER INSPECTION OF <br />DAMPER INSTALLATION <br />FHE <br />E <br />12" x 12" <br />RE[ <br />MIN. (3) 1/4" STAINLESS STEEL <br />CABLES AROUND EQUIPMENT <br />CONDENSING <br />UNIT <br />U W <br />Z - <br />Q <br />Of Of� <br />J � M <br />UC)O <br />LO <br />J <br />Z w m <br />� o IQ— <br />TYP. EA. <br />END <br />z <br />00 <br />1/4" <br />BOLT W/NUT TO SECURE <br />UNIT TO WINDSTAND WINDS <br />UP TO 150 MPH. <br />(TYP. EA. CORNER) <br />ISOMODE PAD. AT EACH <br />CORNER OF UNIT SIZE AS <br />PER MANUFACTURER'S <br />RECOMMENDATIONS. <br />ANGLE <br />SUPPORT STRUCTURE <br />WELDED TO POSTS. <br />L 1 /2" X 6" X U-6" - TYP. <br />NOM. 2" DIA. STD STEEL <br />POST (TYP.) SCHEDULE 40 <br />SEALANT <br />MEMBRANE TAPE <br />METAL UMBRELLA WITH ADJUSTABLE <br />S.S. WORM GEAR HOSE CLAMP WITH <br />1/4" MIN. CLEARANCE TO UMBRELLA. <br />MASTIC AT EDGES OF ROOFING <br />MEMBRANE <br />4# SHEET LEAD COLLAR WITH <br />INTEGRAL ROOF FLANGES <br />SET IN MASTIC <br />BASE FLASHING <br />BUILT-UP MINERAL SURFACE <br />ROOFING <br />e seEr�i�iWi#,0,ai w,a <br />L 1 /2" X 5" X 5" - TYP. <br />WITH (2) 3/4" BOLTS <br />BOLT PLATE MAY BE DELETED <br />IF SUPPORT POST IS LOCATED <br />DIRECTLY ON t OF CONC. <br />DOUBLE TEE WEB. <br />NOTE: <br />STAND SHALL BE TYPICAL OF "ALUMISTAND." <br />(NOTICE OF ACCEPTANCE - NOA.: 07-0516.04). INSTALLED STAND SHALL BE A <br />MIAMI-DADE APPROVED PRODUCT/ASSEMBLY. <br />TYPICAL C/U ROOF MOUNTING DETAIL <br />NO SCALE <br />NSULATION <br />CONCRETE EXPANSION <br />SELF -DRILLING ANCHOR - - <br />TYPICAL REFRIGERANT L NE MOUNTING DETAIL <br />NO SCALE <br />BLOCK <br />WALL <br />to" CONCRETE <br />SCREW. (TYP OF 3) <br />use <br />INSULATION AS INDICATED 0 0 <br />ON ROOF PLAN. <br />CONC. SLAB <br />�ALV. SHEET METAL HOOD <br />V/WEATHERTIGHT SEAMS <br />kND WELDED SKIRT <br />ALV. SHEET METAL OR <br />LEX-TUBE COLLAR <br />LOPE PIPES AWAY FROM <br />COD <br />7ALV. FASTENERS APPROX. <br />i" O.C. <br />NOTE: <br />PIPING HOOD PROVIDED BY THIS CONTRACTOR FLASHING BY ROOFING <br />CONTRACTOR. <br />ROOF PENETRATION DETAIL FOR REFRIGERANT PIPES <br />NO SCALE <br />NISTRUT <br />�r%L_,,,,,,.IZED SHEET <br />METAL COVER. PRIME <br />AND PAINT TO MATCH <br />BUILDING'S COLOR <br />WALL MOUNTED REFR GEREANT PIPE <br />HOLD-DOWN SUPPORT DETAIL. <br />NO SCALE <br />BEND OR OTHER <br />OBSTRUCTION <br />�I <br />6 DUCT WIDTHS <br />MINIMUM <br />RETURN AIR <br />INLET <br />IVI 1114 I IVI V IVI <br />TUBE SUPPORT <br />HOLE ONLY FOR <br />DUCTS MORE THAN <br />3 FEET WIDE <br />AIR FLOW <br />DUCT WIDTH DIRECTION <br />I <br />INSERT RUBBER PLUG <br />THIS END OF INLET TUBE <br />EXPECTED <br />AIR FLOW <br />DIRECTION <br />RETURN TUBE <br />SLANT CUT FACE <br />ORIENTED DOWNSTREAM <br />INLET TUBE OF AIR FLOW .DO NOT <br />HOLES FACE INSERT RUBBER PLUG. <br />UPSTREAM OF <br />AIR FLOW <br />TYPICAL DUCT DETECTOR -INSTALLATION <br />NO SCALE <br />HUMANA11,01-kI <br />-----------------....._.._.-- - ----_.......................... _.................................... <br />Project <br />HUMANA- ZEPHYRHILLS, <br />FLORIDA- GUIDANCE <br />CENTER <br />7920 GALL BLVD. <br />ZEPHYRHILLS, FLORIDA 33541 <br />Prepared for <br />HUMANA INC. <br />Contract No: 12.01622.00 <br />HOK <br />One Tampa City Center, Suite 1800 <br />Tampa, FL 33602 USA <br />t +1 813 229 0300 f +1 813 223 7116 <br />FL Reg: AAC001139 <br />All reproduction & intellectual property rights reserved © 2012 <br />In Association with <br />Sam.. <br />SDM Consulting Engineers <br />MEP Engineer <br />135 Almeria Ave. <br />Coral Gables, FL 33134 <br />305.446.2788 <br />www.sdmcorp.corn <br />Key Plan <br />Professional Seals <br />ERNESTO ALOMA <br />P.E. 53823 <br />C' <br />JOSE 1. MARTINEZ <br />P. E. 53779 <br />No. <br />Issue Description <br />YYYY-MM-DD <br />01 <br />50% CONSTRUCTION DOCUMENTS 06.15.2012 <br />02 <br />BID SET <br />06.29.2012 <br />03 <br />ISSUE FOR PERMIT <br />07.27.2012 <br />No. <br />Revision Description <br />YYYY-MM-DD <br />1 <br />ADDENDUM 1 <br />2012-07-09 <br />2 <br />ADDENDUM 2 <br />2012-07-19 <br />Drawn by SDM Reviewed by SDM <br />Project No 12.01622.00 <br />Sheet Title: <br />MECHANICAL <br />DETAILS <br />Original drawing is 36 x 24 Do not scale contents of this drawing <br />Sheet Number <br />M403 <br />