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4 <br />4< <br />4 A <br />F <br />_1 F_ <br />EXIS11NG PARAPET WALL <br />0 <br />'0 <br />cii4 <br />RTU-4 <br />1 RTU-2 CD <br />4 TONS <br />4 TONS <br />(NEW) <br />(NEW) <br />ZEXISTING ROOF <br />C) <br />CU-1 <br />3 <br />1 TON <br />(NEW) <br />CD <br />0 <br />C5 <br />RTU-3 <br />5 TONS <br />(NEW) <br />a RTU-5 <br />al/ <br />5 TONS <br />(NEW) <br />EXISTING PARAPET WALL <br />4 4 <br />4 .4 <br />-4- < <br />4 < <br />< <br />'4 4 <br />< <br />4 <br />4 <br />< <br />4 4 <br />.. <br /><4 4 <br />< <br />< <br />Id * ' ' <br />< <br />' . . . .. <br /><4 <br />' 4' 4 <br />< < <br />4' .4. <br />4 <br />A <br />4 <br />(> 1 /M2.1 <br />NORTH <br />SCALE: 1/4" = 1'-0" <br />GENERAL RENOVA110N NOTES <br />1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO <br />SUBMIT71NG BID. <br />2. CONTRACTOR SHALL MAINTAIN CODE REQUIRED 10'-0' <br />CLEARANCE BETWEEN THE EXHAUST DISCHARGE AND RTU <br />INTAKE. <br />RENOVA110N PLAN NOTES <br />PROVIDE NEW ROOFTOP PACKAGE UNIT ON ROOFTOP CURB. <br />REFER TO ROOFTOP UNIT AND CURB DETAIL. ROUTE r PVC <br />CONDENSATE TO NEAREST ROOF DRAIN. CONDENSATE MUST BE <br />ROUTED TO STORM WATER SYSTEM. <br />�D PROVIDE GOOSENECK AT ROOFTOP EXHAUST DISCHARGE. <br />PROVIDE CONDENSING UNIT FOR DUCTLESS SPLIT CONDENSER <br />UNIT ON PRE -MANUFACTURER NOA RATED STAND. FASTEN TO <br />STRUCTURE PER STAND MANUFACTURER'S REQUIREMENTS AND <br />ASSOCIATED DETAILS. <br />ADDITIONAL RTU CURB FOR FUTURE.- CAPPE6 F-W LATER <br />CAMPBELL + VAN DUSEN <br />IARCH ITECTU RE Itj_ERI4DF DE,31GN <br />www.CVDstudio.com <br />CAMPBELL + VAN DUSEN Design Studio, LLC. <br />255 South Orange Avenue Suite # 1240 <br />Orlando, Florida 32801 <br />Phone: 407.930.6016 <br />FL. Lic. No. AA26003339 <br />ARCHITECT OF RECORD <br />FRANK W. CAMPBELL AIA <br />FL LIC NO. AR001 6053 <br />COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, <br />SEALED AND DATED BY THE ARCHITECT OF RECORD <br />.............. <br />. W084 <br />I- N s <br />18 <br />No. 900 <br />s-T TE OF <br />0 R <br />... . ........... . <br />10 N A%- <br />Toylor J. Lewis, PE, <br />FL Reg. No. 90018 <br />COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, <br />SEALED AND DATED BY THE ENGINEER OF RECORD <br />_j <br />U_ <br />V� <br />_17 <br />0 <br />_T_ <br />CL <br />U <br />< <br />V) <br />LU <br />LIJ <br />> <br />__j <br />0 <br />co <br />+ <br />Lr) <br />_j <br />_j <br />U <br />-'0 <br />< <br />LLj <br />LU <br />> <br />0 <br />r-) <br />Lu <br />o Lr) <br />cx <br />< <br />3;-. <br />or-01 <br />CL <br />rL_U4 <br />('Yf)) <br />CONSTRUCTION DOCUMENTS <br />03.24.2023 <br />DESCRIPTION <br />PRINCIPAL IN CHARGE <br />F. CAMPBELL <br />.... I ............................................................... <br />PROJECT MANAGER <br />M. TORRES <br />.................. I ................................................. <br />ADVENT HEALTH <br />WELL 65+ <br />ZEPHYRHILLS <br />22-0328-01 <br />MEP CONSULTING <br />MECHANICAL <br />04ONMS <br />SINCE 1977 <br />RENOVATION PLAN <br />FL REG NO. 3089 <br />ROOF <br />2016 ALDEN RD. <br />ORLANDO, FL <br />32803 <br />(407) 246-1688 <br />WWW.PBFLA.COM <br />M2*1 <br />PEI PROJECT it <br />22121 <br />