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13-994-040M L K �J H G E D C B A 1 2 3 4 5 FBC 301.13 COMPLIANCE STAINLESS STEEL STRAP TABLE 1REQU ROOF MOUNTED EPERP'S §M301.13 WIND RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE HEIGHT REQUIREMENTS AND AS PER DGM WIND PRESSURES ON THE EQUIPMENT AND THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING. THIS MAY BE ACCOMPLISHED 1/4" THICK NEOPRENE WIDTH OF EQUIPMENT HEIGHT OF LEGS BY DESIGN OR BY APPLICATION OF f M301.13.1. w U ii•4� GUU J N..5 54 SUPPORTS (TYP.) 2. FOR UNITS BETWEEN 12 AND 24 INCHES, TWO SCREWS SHALL BE USED PER SIDE. Up to 24 14 3. FOR UNITS BETWEEN 24 AND 36 INCHES, THREE SCREWS SHALL BE USED PER SIDE. 25 to 36 18 4. FOR UNITS GREATER THAN 36 INCHES OR 5 TONS, ANCHORAGE SHALL BE DESIGNED IN ACCORDANCE WITH fM301.13. GAG G rtu G r• • V �, r • 24 NOTES: 1. CORROSION PROTECTION. BUILDINGS LOCATED WITHIN 3,000 FEET OF THE OCEAN SHOULD UTILIZE NON - FERROUS METAL, STAINLESS STEEL OR STEEL WITH MINIMUM 49 to 60 30 G -90 HOT -DIP GALVANIZED COATING FOR EQUIPMENT STANDS AND ANCHORS AND STAINLESS STEEL SCREWS. 61 and wider 48 2. STRAPPING, JOB SITE STRENGTHENING OF FAN COWLINGS AND VENT HOODS IS RECOMMENDED. TWO OR FOUR STAINLESS STEEL CABLES ARE RECOMMENDED, STEEL PIPE (TYP.) TO ROOF • G r r G MMNA REG. NS. U794 6x6x1/2" GALV. I (TYP.) FRrFENGNAL ENGINEER I N STEEL PLATE r r G bGWO- 6 7 8 9 10 1 1 12 1 3 14 15 1 6 i G " G � s 1 ,wGr w r FBC 301.13 COMPLIANCE STAINLESS STEEL STRAP TABLE 1REQU ROOF MOUNTED EPERP'S §M301.13 WIND RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE HEIGHT REQUIREMENTS AND AS PER DGM WIND PRESSURES ON THE EQUIPMENT AND THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING. THIS MAY BE ACCOMPLISHED 1/4" THICK NEOPRENE WIDTH OF EQUIPMENT HEIGHT OF LEGS BY DESIGN OR BY APPLICATION OF f M301.13.1. INCHES INCHES 1. FOR UNITS WITH SIDES LESS THAN 12 INCHES, ONE SCREW SHALL BE USED AT EACH SIDE OF THE UNIT. J N..5 54 SUPPORTS (TYP.) 2. FOR UNITS BETWEEN 12 AND 24 INCHES, TWO SCREWS SHALL BE USED PER SIDE. Up to 24 14 3. FOR UNITS BETWEEN 24 AND 36 INCHES, THREE SCREWS SHALL BE USED PER SIDE. 25 to 36 18 4. FOR UNITS GREATER THAN 36 INCHES OR 5 TONS, ANCHORAGE SHALL BE DESIGNED IN ACCORDANCE WITH fM301.13. (TYP.) 4 1/4" BOLTS W /WASHERS 37 to 48 24 NOTES: 1. CORROSION PROTECTION. BUILDINGS LOCATED WITHIN 3,000 FEET OF THE OCEAN SHOULD UTILIZE NON - FERROUS METAL, STAINLESS STEEL OR STEEL WITH MINIMUM 49 to 60 30 G -90 HOT -DIP GALVANIZED COATING FOR EQUIPMENT STANDS AND ANCHORS AND STAINLESS STEEL SCREWS. 61 and wider 48 2. STRAPPING, JOB SITE STRENGTHENING OF FAN COWLINGS AND VENT HOODS IS RECOMMENDED. TWO OR FOUR STAINLESS STEEL CABLES ARE RECOMMENDED, STEEL PIPE (TYP.) TO ROOF DEPENDING ON DESIGN WIND CONDITIONS. ALTERNATIVELY, ADDITIONAL, HEAVY STRAPS CAN BE SCREWED TO THE COWLING AND CURB. SCRAMS XXTO PEREZ— GALCERAN rAI 2 3 4 5 I 6 I 7 8 1 9 TYP. SECURE W /1" 2 SETS OF BOLTED TO UNIT THREE STAINLESS STEEL CABLE CONDENSING UNITS SCREWS PER SIDE TO OR STRAPS ANCHOR TO CU #1, TO CU #4 AND WITHSTAND WINDS OVER SLAB IN A CRISSCROSS CU #5 TO CU #8 150 MPH PATTERN OVER UNIT. WEATHER HOOD A 17 PIPE INSULATION PITCH PAN II II I II " QUILT -UP ROOF II I Ij I MIN. CONDENSER UNITS •� ' SUPPORT F: I 1 w . i REF. LINES DOWN (' ROOF TOP STRUCTURES, MOUNTED EQUIPMENTS AND ALL ITS TO AIR HANDLER COMPONENTS SHALL BE IN COMPLIANCE W /FBC 1522 (HVHZ). IN CHASE STRUCTURAL WINLOADS CALCULATION MAY BE REQUIRED CONDENSING UNIT MOUNTING DETAIL ON ROOF NTS FOR A RISER AND HORIZONTAL SUPPORT USE 3/8" ANCHOR FOR CONCRETE BLOCK 12" O.C. UNISTRUT CHANNEL 1 -5/8" x 1-5/8",14 GAUGE DURA GREEN EPDXY PAINT PIPE CLAMP REFRIGERANT PIPING 16 GA. SHEET NOTE: METAL SADDLE FOR INSULATED PIPE, USE 1/2 ", 24" O.C. ALL 1/4" THICK NEOPRENE SLEEVE FOR TREAD ROD FOR TRAPES UNINSULATED PIPE, HANGER NOTES: SUCTION LINE PITCHED 0 1/8" PER FT. TOWARDS COND. UNIT. EVAPORATOR SUCTION RISERS USING BASE TRAPS AND UPPER INVERTED TRAPS INTO TOP OF MAIN SUCTION LINE. ALL REFRIGERATION PIPING SHALL BE SECURED USING ANCHORED, GAL. STEEL CHANNEL STRUT AND VIBRATION ISOLATING DIELECTRIC CLAMPS. TYP. BEFORE INSTALLATION REFER TO REFRIGERATION SYSTEM MANUFACTURER SPECS. AND RECOMMENDATIONS. REFRIGERANT PIPE SUPPORT DETAIL SCALE: N.T.S. CONDENSATE FLOAT SWITCH AT SECONDARY DRAIN OUTLET - F C.O. PUG N � SLOPE 1 /8 " /FT. R `1 OUTLINE OF :z A/C UNIT UNION AHU CONDENSATE DRAIN TRAP DETAIL SCALE: N.T.S. HANGER RODS FASTENED TO STRUCTURE PER SPECIFICATIONS COMBINATION RUBBER - IN SHEAR SPRING VIBRATION ISOLATER FOR PIPING WITHIN 75' -0" OF CHILLER ONLY SECURE WATER PIPING TO SUPPORT CHANNEL WITH STEEL RODS BOLTED IN PLACE SCH. 40 SEAMLESS BUCK STEEL WATER PIPING STEEL ANGLE TRAPEZE SUPPORT PIPE SUPPORT DETAIL SCALE: N.T.S. INSULATED SUCTION LINE, STAINLESS STEEL STRAP LIQUID LINE. PROVIDE PROVIDE SADDLE 0 (GALVANIZED) TYPICAL 1/4" THICK NEOPRENE SUPPORTS (TYP.) SLEEVE & SADDLE CAD J N..5 54 SUPPORTS (TYP.) <3 "x3 "x1 4 GALV. STEEL ANGLE'` y S7 iE OF % (TYP.) 4 1/4" BOLTS W /WASHERS 3 16 7t DOUBLE NUTS (GALV.) TYP. 2 "0 STD. WEIGHT GALV. I DISTANCE AS REQUIRED. REFER I z STEEL PIPE (TYP.) TO ROOF PLAN DRAWING ,M3.05 SCRAMS XXTO PEREZ— GALCERAN MMNA REG. NS. U794 6x6x1/2" GALV. I (TYP.) FRrFENGNAL ENGINEER I N STEEL PLATE c (TYP.) I 3/16 m BOLT TO ROOF SLAB W /(4) 1/2"0 CONCRETE SLAB-/ HILTY -KWIK BOLTS W/ 2 1/4 MIN. EMBEDMENT ROOF MOUNTED REFRIGERANT PIPE SUPPORT DETAIL SCALE: N.T.S. FLEXIBLE CONNECTION LIQUID do (TYPICAL) - SUCTION ---� SPRING ISOLATORS FLEXIBLE CONNECTION (TYPICAL) - THREADED RODS (TYPICAL AT EACH MOUNTING POINT OF AIR HANDLING UNIT) PLENUM SUPPORT (TYPICAL) I E RETURN AIR PLENUM I LINED FOR SHEET ME1 DUCTWORK) OUTSIDE DUCT AIR SUPPLY AIR DUCT -J U U 11111 _ _ 11 ' "'u (SOUND LINED FOR — - - - SHEET METAL DUCTWORK) AUX. DRAIN PAN W /FLOAT SWITCH OVER FLOAT EZ TRAP SWITCH 1 "0 PVC CEILING FOR EMERGENCY DRAIN ONLY COND. DRAIN PIPE FOR SIZE SEE PLUMBING DWG. TYPICAL AIR HANDLING UNIT MOUNTING DETAIL SCALE: N.T.S. RETURN AIR GRILLE W /FILTER 0 C/) VJ � r� J LU 0 rr co a Architect; JORGE EDUARDO GONZALEZ,AIA AR 94751 / 10 5595 / LEED AR Revisions 10/24/2013 HOC P120928 Pro sect 05/7/2013 Date: HVAC - GENERAL AND STANDARD EQUIPMENTS MOUNTED DETAIL Author SCALE: N.T.S. Drawn Checked M2ml 10 11 SEALur,000 13 14 16 CE �C J N..5 54 y S7 iE OF w ...... . SS, SAW Oct 28, 2013 SCRAMS XXTO PEREZ— GALCERAN MMNA REG. NS. U794 FRrFENGNAL ENGINEER c m C� 0 C/) VJ � r� J LU 0 rr co a Architect; JORGE EDUARDO GONZALEZ,AIA AR 94751 / 10 5595 / LEED AR Revisions 10/24/2013 HOC P120928 Pro sect 05/7/2013 Date: HVAC - GENERAL AND STANDARD EQUIPMENTS MOUNTED DETAIL Author SCALE: N.T.S. Drawn Checked M2ml 10 11 12 13 14 15 16 G w • G • G :too r u ` r W c� z c� M t1 Cn U M C N Z O °w Uj z U� M A Op mw Uj z q to V w W= z zw Wr zLU W OO W z� w �Q ar �s o�S w- co 3z 0 =11 p 0 0 K U W �U_ �CD oz ©� c Uj zw J � to W 1 Q r in U- E0 v O U U- w 03 r� LU 01 a w0 mjE � z Iw U, W jQ W WZ La wQ �W co c� wa. I I�� 17 i