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• _1 _ J—__ _ _ _ i 1 _,, _ _ I__ I I I _ ___ _. .. - L.._. <br />#12-1" SELF TAPPING <br />SHEET METAL SCREW, MAX FASTENER SCHEDULE <br />8" ON CENTER. SEE (FAN TO CURB) <br />SCHEDULE. <br />12 GA GAL H-G/B FASTENERS TOTAL <br />STEEL STRAP 1" SIZE PER SIDE FASTENERS <br />WIDE 098-161 3 12 <br />180-300 5 20 <br />/ FASTENER SCHEDULE <br />(CURB TO ROOF DECK) <br />MIN FASTENERS <br />5" MOUNTING FLANGE H-G/B PER SIDE <br />STEEL DECK ANCHORING 1-1/4" SIZE (METAUSTEEL) <br />- 098-161 5 <br />180-240 7 <br />260-300 7 <br />------------------ - <br />CORNER DETAIL <br />FACTORY DISCONNECT--1� <br />TOGGLE SWITCH ---------— <br />— — <br />— <br />I <br />6" x2" SELF <br />LI l <br />A <br />I II <br />TAPPING SHEET <br />= <br />l a <br />METAL FASTENER <br />ROOF CURB GREENHECK H-GPF <br />f <br />(FAN TO CURB). <br />OR SD -CURB. 12-24" HIGH. VERIFY <br />SEE SCHEDULE <br />PITCH REQUIRED. <br />FOR #. <br />-J <br />MOTORIZED DAMPER <br />SEE ARCH. DWGS <br />FOR FLASHING & <br />ROOF DETAIL <br />ROOF <br />I <br />I <br />I <br />EXHAUST DUCT, <br />TRANSITION AS <br />REQUIRED <br />ROOF MOUNTED EXHAUST FAN DETAIL <br />NOT TO SCALE <br />C2 <br />BASIS OF DESIGN: <br />RM ENTERPRISES <br />"HRDCA80 STAND" <br />FL PRODUCT APPROVAL # FL3203-R3 <br />CONTACT FOR MORE DETAILS: <br />RAY MANUCY <br />561-723-2973 <br />RM ENTERPRISES <br />352 TALL PINES ROAD #A1 <br />WEST PALM BEACH, FL. <br />f I <br />I <br />I <br />I I <br />\�T__� I <br />I � I <br />/ K17 <br />- -> <br />I I <br />G90 48"❑ STEEL <br />THUMB SCREW <br />— — — — — — — — — — — — — <br />PROVIDE 14" FILLET WELD <br />FOR FULL VISIBLE <br />PERIMETER OF PIECE 5 <br />I -BEAM OR 6 TO PIECE 3 <br />C-CHANNEL <br />ROUND TUBING <br />CHANNEL TO TUBE W/ ti4' I SQUARE TUBING <br />FULL PERIMETER WELD _ <br />2"x2"x14' ALUM. ANGLE <br />(606.1-T6 ALLOY) <br />TYP. FRAME ASSEMBLY DETAIL <br />ROOF COND RACK DETAIL <br />NOT TO SCALE <br />LIQL <br />SUC <br />TO C <br />UNIT <br />VIBRATION ISOLATOR <br />MOUNTED FROM DECK. <br />'SUSPENSION <br />SPACE COOLER <br />[»0lrA <br />GENERAL NOTES: <br />1. THE ALUM. A/C STANDS SHOWN ON THESE DOCUMENTS ARE DESIGNED IN <br />ACCORDANCE W/180MPH MIAMI DADE HIGH VELOCITY HURRICANE ZONE <br />PROVISIONS OF THE FBC 2010 EDITION (ASCE 7-10). <br />2. SEE F.B.C. CHAPTER 15, SECTION 1522 AND TABLE 1522.3 FOR MIN. CLEAR <br />HEIGHT. <br />3. ALL WELDING SHALL BE PERFORMED W/4043 FILLER ALLOY. UNLESS OTHERWISE <br />NOTED. <br />4. WHERE ALTERNATE CONNECTIONS OF A/C UNIT TO THE EXIST. FRAME ARE <br />REQUIRED, CONNECTIONS SHALL BE DESIGNED FOR THE ACTUAL WIND LOADS <br />W/CONSIDERATION OF UPLIFT, OVERTURNING & SLIDING. <br />5. A/C CONTRACTOR SHALL PROVIDE VIBRATION ISOLATOR PADS BETWEEN A/C <br />UNIT AND STAND. <br />6. CONTRACTOR SHALL VERIFY CONNECTION OF A/C UNIT FRAME DOES NOT <br />INTERFERE W/THE F.E.M.A. SPECIFICATIONS FOR CORROSION PROTECTION. <br />7. PROVIDE ENGINEERED WIND LOAD CALCULATION WITH P.E. CERTIFICATION. <br />I I <br />I I <br />CONDENSING UNIT <br />(2) 14"-20 THRU I <br />BOLTS TO <br />INTERLOCK <br />28" MIN. <br />SQUARE TUBING <br />I <br />I I <br />2"x2"x14" ALUM. ANGLE <br />(5057 ALLOY) <br />CONDENSING UNIT TOP ROOF <br />3FINISHED <br />00 LBS <br />A/C UNIT HOUSING OR SHELL <br />0�� r RM CLIP BY R.M. 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