Laserfiche WebLink
HN.A.C. GENERAL NOTES: <br />ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2O20 FLORIDA BUILDING CODE, NFPA 101-2018, NFPA 1-2018, & NFPA 70-2017. <br />1.ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL <br />BE FULLY OPERATIVE AND ACCEPTANCE BY THE OWNER AND/OR ARCHITECT MUST BE CONDITION OF THE CONTRACT. SUBMIT SHOP DRAWINGS <br />ON ALL EQUIPMENT, FOR REVIEW PRIOR TO PURCHASING. <br />2. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL TRADES IN ORDER TO AVOID CONFLICTS. NO CHARGES WILL BE <br />ACCEPTED UNLESS A PRIOR WRITTEN APPROVAL HAS BEEN ISSUED BY THE OWNER/ARCHITECT. <br />3. THE CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE WITH EXISTING CONDITIONS. PRIOR TO INSTALLING EQUIPMENT <br />AND/OR FABRICATING DUCTWORK, A.C. CONTRACTOR SHALL CHECK THAT THERE IS SUFFICIENT CLEARANCES FOR EQUIPMENT, DUCTWORK, ETC. <br />AND ALSO TO AVOID ANY INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. <br />4. DRAWINGS ARE DIAGRAMMATIC ILLUSTRATIONS. DO NOT SCALE DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT. PIPING, DUCTWORK, <br />ETC. THESE DRAWINGS ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR SHALL FURNISH AND <br />INSTALL ALL ITEMS REQUIRED FOR A COMPLETE ACCEPTABLE WORKING SYSTEM. <br />5. CONTRACTOR WILL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTS. <br />6. INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE LATEST ASHRAE GUIDE. ALL MATERIALS <br />SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABEL WHERE APPLICABLE. <br />7. ALL REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE <br />FOR THE DURATION OD THE WORK. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE NATIONAL, <br />STATE, AND LOCAL CODES, RULES, AND ORDINANCES. <br />8. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD NOT LESS THAN 1 YEAR <br />FROM THE DATE OF ACCEPTANCE, UNLESS OTHERWISE NOTED. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL <br />CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIRS OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED OR <br />IS NOT OPERATING PROPERLY. <br />9. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS FOR SUBSTITUTIONS BY THE CONTRACTOR <br />SHALL BE PAID FOR BY THE CONTRACTOR. <br />10. IF THERE ARE ANY CHANGES IN ENGINEER'S DRAWINGS, IN DESIGN OR IN EQUIPMENT, WITHOUT ENGINEER'S CONSENT, THE <br />A.C. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITIES FOR THE PROJECT. <br />11. AS PER FBC-MECHANICAL 301.7, APPLIANCES REGULATED BY THIS CODE SHALL BE LISTED AND LABELED FOR THE APPLICATION IN <br />WHICH THEY ARE INSTALLED AND USED, UNLESS OTHERWISE APPROVED IN ACCORDANCE WITH SECTION 104 OF THE FBC-BUILDING. <br />12. AS PER FBC-MECHANICAL 304.11, GUARDS SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS OR OTHER COMPONENTS THAT <br />REQUIRE SERVICE AND ROOF HATCH OPENINGS ARE LOCATED WITHIN 10 FT. OF ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND <br />SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30" ABOVE THE FLOOR, ROOF OR GRADE BELOW. <br />13. AS PER FBC-MECHANICAL 306.5.1 SLOPED ROOFS. WHERE APPLIANCES, EQUIPMENT, FANS OR OTHER COMPONENTS THAT REQUIRE SERVICE <br />ARE INSTALLED ON A ROOF HAVING A SLOPE OF THREE UNITS VERTICAL IN 12 UNITS HORIZONTAL OR GREATER AND HAVING AN EDGE MORE <br />THAN 30" ABOVE GRADE AT SUCH EDGE A LEVEL PLATFORM SHALL BE PROVIDED ON EACH SIDE OF THE APPLIANCE TO WHICH ACCESS IS <br />REQUIRED FOR SERVICE, REPAIR OR MAINTENANCE. THE PLATFORM SHALL BE NOT LESS THAN 30" IN ANY DIMENSION AND SHALL BE PROVIDED <br />WITH GUARDS. THE GUARDS SHALL EXTEND NOT LESS THAN 42"ABOVE THE PATFORM, SHALL BE CONSTRUCTED SO AS TO PREVENT THE <br />PASSAGE OF A 21" DIAMETER SPHERE AND SHALL COMPLY WITH THE LOADING REQUIREMENTS FOR QUARDS SPECIFIED IN THE FBC. <br />14. ROOF MOUNTED MECHANICAL UNITS SHALL BE MOUNTED ON CURBS RAISED A MINIMUM OF 8 INCHES (203 MM) <br />ABOVE THE ROOF SURFACE, OR WHERE ROOFING MATERIALS EXTEND BENEATH THE UNIT, ON RAISED EQUIPMENT SUPPORTS <br />PROVIDING A MINIMUM CLEARANCE HEIGHT IN ACCORDANCE WITH TABLE 1509.7. <br />TABLE 1509.7 CLEARANCE BELOW RAISED ROOF MOUNTED MECHANICAL UNITS <br />WIDTH OF MECHANICAL UNIT (INCHES) < 24 / 24 < 36 / 36 < 48 / 48 < 60 / > 60 <br />SURFACES (INCHES) 14" 18" 24" 30" 48" <br />15. ROOF TOP A/C UNIT CURB SHALL BE MINIMUM 14 GAUGE (HURRICANE RATED CURB). <br />16. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND INFORM THE PROJECT ENGINEER AND ARCHITECT OF ANY <br />DISCREPANCY BETWEEN THESE PLANS AND THE EXISTING CONDITIONS. THE CONTRACTOR SHALL INCLUDE IN HIS BID TO CORRECT SUCH <br />CONDITION AS DIRECTED. THE ENGINEER AND ARCHITECT ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING FROM <br />VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED. <br />NOTE: <br />CONTRACTOR TO VERIFY <br />CURB DIMENSIONS PRIOR <br />TO ORDERING CURB CAP. <br />4-1/2 X 5/16 SCREW <br />8" O.C. <br />END SCREWS TO BE <br />PLACED WITHIN 6" OF <br />CORNER. <br />CAP CURB (STEEL-16 GA.) <br />CURB CAP ATTACHMENT DETAIL <br />NTSC <br />New Unit - 50FC06 Model - CC34524RI <br />THIS DR.,Y RdGCONIAtr, PROPRIETARY ANDCONFIDENTIAL I REVISION <br />INFOFsMATION AIJD IS PPOTECTED BY U o At4D IMEPNATIONAL <br />LAW. UNAUTHOPEED REPRODUCTION CULL AURE JP USE OF THE APPROVED <br />DRAOR RTHE Ii+IFOHt ATION THEREIN IS EXPRESSLY FORBIDDEN I.S ....G:R'IPTIDN DATE - <br />ET <br />EXCEPT ASAFEED TO It, WRTTIP�, B, PLENUM-3, FLORIDA,It.G �. HK <br />.. <br />CONFIDENTIAL AND PROPRIETARY ...._.. ..................... <br />37 16" ID . 1 4"TYP <br />133" 7 <br />016 <br />j - S/A INSULATED PANELS R/A ' <br />�. <br />14„ SSA <br />I <br />32 3 R/A 0 E , <br />3" I <br />i <br />671" ID <br />OOD NAILER <br />i <br />f <br />�I <br />I <br />I <br />i <br />...... ........... _.' 3„ BOTTOM FLANGE <br />PLAN VIEW <br />g <br />4011'I OD <br />OD <br />I 16 <br />24" ' <br />WEIGHT: 175 LBS <br />SIDE VIEW <br />FRONT VIEW <br />APPROVED r <br />DATE <br />NOTES: OPTIONS: <br />­UNtE..S THER("tl E3PECIFlED ALL APEROVAL,. DATE r" <br />DIMEWIONS SHOWN ARE Ild -; - - <br />1 . 16 GAUGE GALVANIZED STEEL 1. VARIOUS HEIGHTS INCHES[MILLIAAETER 5C / l <br />'�- <br />1v11LUAA ERS A, E REFERENOo ONLY DR; <br />2. 1" X 4" WOOD NAILER 2. PITCHED ROOF --- --- of/s^i' <br />UNLESS OTHERWISE. - <br />3. 1 /4" X 1 114" GASKETING 3. FULLY ASSEMBLED - WELDED SPECIFIED TOLERANCES Otd rHr.R: lircvrperirfc:rt <br />-ANGLE <br />r[x) ,"yx Gk^c <br />4. SHIPPED KID WITH ASSEMBLY HARDWARE 4. INSULATED CURB `M[ 0[=110['�� uPv <br />THIRD ANE CC34524R 1 <br />5. DUCT WORK MUST BE FIELD SUPPORTED 5. VIBRATION ISOLATION RAILS `y` ELEC EN_: <br />6. DUCT CHANNELS ARE REVERSIBLE ON 6. BURGLAR BARS AATEPJAL MECHENG <br />EE NCu[ <br />PITCHED CURBS. 7. POWER EXHAUST CURB <br />. SCALE 134 SHEET I OF 1 <br />OPTION 1. <br />CONNECT PREFABRICATED RTU CURB <br />DIRECTLY TO STEEL ANGLES / BAR <br />JOIST W/ MIN. 3/8" DIAM. S.S. BOLTS <br />W/ WASHERS THRU FLANGE OF CURB <br />AND STEEL ANGLE / BAR JOIST <br />BELOW AT ALL CORNERS AND BALANCE <br />0 12" O.C. MAX ALL 4 SIDES <br />OPTION 2. <br />WELD CURB TO STEEL ANGLES "FRAME" <br />WITH 1/2" BEAD EVERY 6 INCHES. <br />NEW 4 x 4 x 1/4" STEEL <br />ANGLES (6'-0" O.C. MAX) FULLY <br />WELDED TO EX. BAR JOISTS <br />NOTE: <br />CURB MUST BE INSULATED FROM INSIDE. <br />CURB TO ROOF JOIST ATTACHMENT DETAIL <br />NTSC <br />MECHANICAL NOTES & DETAILS <br />nCu <br />No. 48916 <br />°j�eTn atFttoceL�� <br />JUL 2 2 2022 <br />BUCHANAN RE CONSULTING INC, <br />ELECTRICAL * MECHANICAL * PLUMBING <br />ENGINEERING <br />6191 W: ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33063 <br />Phi 954-590-3300 FQxi 954-590-2232 <br />Email, BUCHANAN@MEPENGINEERS.COM <br />CERTIFICATE OF AUTHORIZATION # 8842 <br />❑RAJA BUCHANAN P.E # 48916 <br />I I Carlos Pizarro, R.A... <br />AR - 0013079 <br />11 Revisions: 11 <br />Z <br />a� <br />0 <br />w® <br />M <br />W <br />uj <br />Z <br />u. <br />W <br />N <br />Z <br />n <br />W <br />= <br />a <br />Q <br />W <br />�- <br />0 <br />J <br />J <br />W <br />z <br />0W0< <br />Z <br />V <br />�' <br />U) <br />0 <br />W <br />v/ <br />Z � M <br />0 rQa <br />�-� 000 <br />Lu- <br />�U QZ0 <br />0 SOLL <br />Q J Oa <br />OC o. = J <br />_ = (L �- <br />a0 0a <br />U W Lu <br />N <br />w N <br />0 <br />rl <br />SHEET NAME 11 <br />MECHANICAL <br />NOTES & DETAILS <br />SHEET NUMBER <br />M-2 <br />