Loading...
14-481-066SECURE WITH PLASTIC rREFRIGERANT LIQUID STRAPS TO INSULATION I LINE ADJUST THIS I DIMENSION IN ® TRUCTURE FIELD AS REQ'D 8 AIR FLOW REFRIGERANT HOT GAS LINE STRAP HANGER INSULATION END VIEW REFRIGERANT LIQUID ADJUST THIS DIMENSION IN FIELD AS REQ'C .nvv�a_ SUPPORT SIDE VIEW NOTES: 1— PROVIDE DIELECTRIC ISOLATION BETWEEN DISSIMILAR METALS 2— PROVIDE SADDLE PROTECTION AT EACH SUPPORT HOT TYPICAL REFRIGERANT PIPING HANGER DETAIL NTS PIPING ROOF PENETRATION DETAIL NTS WALL MOUNTED DUCTLESS MINI SPLIT UNIT NOTES: W 1. FOLLOW MANUFACTURER RECOMMENDATIONS FOR INSTALLATION. 2. REINFORCE WALL BEHIND UNIT. SIZE, SPACE AND DISTRIBUTION AS REQUIRED TO MATCH WEIGHT AND ANCHOR BOLTS. NOTES 1Q GALVANIZED METAL HOOD, THIS END CLOSED. PROVIDE EXPANDING GROUT AROUND PIPES 20 PIPING 3O WEEP HOLES ® METAL CONTAINER FLASHING 5O TWO —PLY FLASHING © FIBER CANT STRIP 70 BUILT —UP ROOF ® ROOF SLAB 9O SEAL WATER TIGHT �0 REMOVEABLE CAP O1 VENT AS PER ANSI 89.1 WHEN ABOVE FIRE RATED ENCLOSURE 2 X 4 METAL ANGLE SCREWS ® 2 X 12 PRESSURE TREATED WOOD FRAME �5 FILL CAVITY WITH SOUND ATTENUATION MATERIAL © 2 X 6 METAL ANGLE MANUFACTURER 3 1/211 MOUNTING BRACKETS WITH LOCKING SCREWS. CONTRACTOR TO PROVIDE ADDITIONAL STUDS / BLOCKING AS REQUIRED 1/8 "0 ANCHOR BOLTS 1 EMBEDMENT (TYPICAL OF THREE) 1/2 "0 UNIT DRAINAGE HOSE MINIMUM. SEE PLUMBING DRAWINGS FOR CONTINUATION AND MANUFACTURER INSTALLATION MANUAL FOR DETAILS. WALL A/C UNIT MOUNTING DETAIL N.T.S. DUCT TAKE —OFF. SEE FLOOR PLAN FOR SIZES. MINIMUM DISTANCE 41 -0" ROUND TRANSITION MEDIUM PRESSURE TYPICAL DUCT TYPICAL VAV TAKE -OFF NTS BOLT EACH DUCT CLAMP AI HANGING STRAP TOGETHER. PROVIDE LOCKING WASHERS 111 WIDE, MINIMUM 22 GAUGE GALVANIZED STEEL BAND. AL DUCTWORK NOTE: 121 MAXIMUM SPACING BETWEEN SUPPORTS MINIMUM 22 ILVANIZED STEEL ROUND DUCT. (36 "0 MAX.) ROUND DUCT SUPPORT DETAIL NTS 2" SHEET METAL BAND, 16 GAUGE (TYPICAL OF 2) ATTACH UNIT TO SUPPORT STAND WITH 1/2 "0, GALVANIZED STEEL, TIE DOWN BOLTS, AT 2411 OC. PROVIDE WASHERS, DOUBLE LOCKING NUTS AND VIBRATION ISOLATOR AS REQUIRED AT EVERY TIE DOWN. 1/2 "0, GALVANIZED STEEL, BOLTS AND NUTS. (TYPICAL) 2 1/211x2 1/211x1/411 GALVANIZED ANGLE. TYPICAL OF 4. (TWO PER SIDE) ALUMINUM CONDENSING UNIT STAND. NOA #07- 0509.09 ROOF NEW CONDENSING UNIT. FOR STAND HEIGHT REFER TO TABLE BELOW. ROOF ~- 1/2 "0 GALVANIZED BOLTS WITH DECK NUTS AND WASHERS THRU ROOF DECK. TYPICAL OF 4 PER LEG. NOTE: 1— CONTRACTOR TO SIZE UNIT TIE DOWN TO WITHSTAND HURRICANE WIND FORCES AS PER F.B.C. 2— CONTRACTOR TO COORDINATE EXACT MOUNTING LOCATIONS WITH STRUCTURAL ENGINEER. 3— ANY PENETRATIONS INTO ROOF SHALL BE SEALED WATERTIGHT. TYPICAL VAV d A e e e e d e1� e e e 4, a 4 A e d - 3/8 "0 ALL THREADED ROD & DOUBLE NUTS. -- -w Z N co0 z N CN 3/8" EXPANSION INSERT W!TH; ° o `�' CO ^ MIN. 1 -1/2" EMBEDMENT = ^ 0 oe w TYPICAL OF 4 o - - _ _ ; _ E � M o w - d ° d ° d ° H O e L4 M 04 e O e d W lJ .• � Z j U- Q - g Q Q ISOLATION PAD AND STEEL O W J ANGLE WITH DOUBLE NUTS AND FLAT WASHERS 3 w o (TYPICAL OF 4) ° H '� `r W co S/A / NOTES 1. TERMINAL UNITS SHALL BE MOUNTED SO ACCESS DOOR AND DIAL CAN BE EASILY REACHED FROM BELOW. FOLLOW SMACNA DUCT CONSTRUCTION STANDARDS VAV BOX MOUNTING DETAIL NTS EXHAUST OR RETURN AIR ---,�- FLOW SUPPLY AIR�y FLOW 45° MAX BRANCH DUCT MAIN DUCT 2 "MIN "A" (IN 15° MAX TRANSITION TRANSITION (THIS PLANE ONLY) NOTE: AREA OF "A" IS EQUAL TO 1.5 TIMES AREA OF "B" TYPICAL DUCT CONNECTION DETAIL NTS EQUIPMENT STAND HEIGHT REQUIREMENTS WIDTH OF EQUIPMENT (SHORTEST DIMENSIONS) HEIGHT OF LEGS UP TO 24" 1411 25" TO 3611 1811 37" TO 48" 2411 49" TO 60" 30" 61" AND WIDER 48" CONDENSING UNIT MOUNTING DETAIL NTS 'lJ 10, 'may 1 0 Ix ui U W as shown 0 ................................................. ............................... release date: April 17, 2014 M O C D 0 m z W IA 10 n N J O z = C Q < — 0 u N M U N U z W Q • • — ❑ FAX: (305) 663 -2970 0 J z p O r z < uj -p O O LL O U N 0 Ix scale: < < Z as shown 0 ................................................. ............................... release date: April 17, 2014 � < C D 0 N co W IA 10 n N W O z N o O — 0 Q ^/ I..L U z W W W FAX: (305) 663 -2970 0 U ❑ 7 L p O r z < uj -p O O LL O U N O ryM N W W C7 N•C IJL � O z z 4 C O =Ni J In i �IJ /w /, uj O c? H ❑ LL _ O r W a O d < < o �W w U (� a' ZO 0 J O Z W < W ❑ 'H V � z 3 < ❑ z > O O < N • N z U 0 z ❑ z z U N z O U c� z W o CHRISTIAN A. VIDAL, AIA d LICENSE NO. AR96861 W 0 W' ARCHITECT ca z 0 ❑ z O v ❑ z < N z 0 z 0 z < a r CONSULTAM Ix scale: < < Z as shown wz ................................................. ............................... release date: April 17, 2014 � < C ............................... . drawn by: 0 L es W - c - heke.k-e- d by..- b y - . : ...................... ..............................9 . U O z N o O 5001 SW 74th COURT 0 ^/ I..L U z W W W FAX: (305) 663 -2970 0 U ❑ 7 L p O r z < uj -p O O LL O U N O ryM N W ZNM C7 N•C IJL � O z 4 C O =Ni J In i �IJ /w /, uj O N — I H N ❑ z < z 0 U N z O U c� z W o CHRISTIAN A. VIDAL, AIA d LICENSE NO. AR96861 W 0 W' ARCHITECT ca z 0 ❑ z O v ❑ z < N z 0 z 0 z < a r CONSULTAM Ix scale: W as shown ❑ z ................................................. ............................... release date: April 17, 2014 Y............................................ U ............................... . drawn by: W x es GM CONSULTING - c - heke.k-e- d by..- b y - . : ...................... ..............................9 . ENGINEERS N 5001 SW 74th COURT 0 SUITE #204 MIAMI, FLORIDA 33155 PHONE: (305) 663 -2944 M-4 FAX: (305) 663 -2970 0 E —MAIL: office ®gm — ce.net SHEET NO. z