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7050 Gall Blvd (101)
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7050 Gall Blvd (101)
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Last modified
3/3/2025 5:13:14 PM
Creation date
2/18/2025 3:35:44 PM
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Building Plans
Street #
7050
Location
Gall Blvd
Contractor
Barton Malow
Building Plans - Permit #
5388
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I I I 11 II 1 1 1 I 1 1'1__11 _Jl ilp11wo"1111VI "I •_ I II <br />14 <br />C <br />X <br />A <br />2 <br />GENERAL NOTES - NEW: <br />1 NECK SIZES OF NEW GRILLES AND ASSOCIATED RUNOUT DUCTS TO EQUAL OR <br />EXCEED FREE AREA OF EXISTING SUPPLY AIR, RETURN AIR, OR EXHAUST AIR <br />DEVICE NECK SIZES. COORDINATE WITH EXISTING DUCT SIZES FOR NEW RUNOUT <br />DUCTS, EITHER ROUND OR RECTANGULAR AS NEEDED, TO MEET EXISTING <br />CONDITIONS. <br />2 PER DEMOLITIONS PLANS, REBALANCE AIR FLOWS TO EXISTING TAB VALUES <br />T I T <br />3 THE CONTRACTOR WILL PROVIDE, AND HAVE IN HAND AT THE FINAL AHCA <br />SURVEY, A TEST REPORT LOG LISTING THE SIZE AND LOCATION OF EACH DAMPER <br />AND THE TEST DATE AND PERSON'S INITIAL FOR THE EXISTING FIRE/SMOKE <br />DAMPERS IN THE AIRFLOW PATH FROM PROJECT AREA TO AIR HANDLING UNIT, AS <br />REQUIRED BY NFPA 90A 7.1.2. LOG SHALL INCLUDE: <br />3A CERTIFICATION BY FEEL OF FULL, FREE AND COMPLETE CLOSURE AND SEALING <br />OF THE FIRE/SMOKE DAMPER UPON SIMULATED ACTUATION OF ITS THERMAL <br />DEVICE. <br />3B CERTIFICATION BY FEEL OF FULL, FREE AND COMPLETE CLOSURE AND SEALING <br />OF THE FIRE/SMOKE DAMPER UPON ACTUAL FIRE ALARM SYSTEM ACTUATION. <br />GENERAL NOTES - DEMO: <br />KEY NOTES <br />1 THE DEMOLITION PLAN IS INTENDED TO PROVIDE THE CONTRACTOR WITH A <br />002 PROPOSED LOCATION OF ROOM PRESSURE MONITOR PER FACILITY ICRA, TYPICAL FOR EACH <br />GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT <br />ROOM. <br />AREA. EXISTING EQUIPMENT, STRUCTURE, DUCTWORK, ETC. LOCATED ON <br />003 PROPOSED LOCATION OF TEMPORARY NEGATIVE AIR MACHINE WITH HEPA FILTRATION TO <br />DRAWING WERE DERIVED FROM EXISTING DRAWINGS AND LIMITED FIELD <br />MAINTAIN NEGATIVE PRESSURE AT CONSTRUCTION ZONE. FAN CRITERIA: TEMPORARY <br />OBSERVATIONS. THIS DRAWING MAY NOT BE ALL INCLUSIVE OF SERVICES THAT <br />NEGATIVE AIR EXHAUST MACHINE WITH MERV 17 HEPA FILTERS AND CARBON FILTERS IF <br />EXIST IN THE PROJECT AREA. CONTRACTOR SHALL VERIFY SERVICES AND <br />REQUIRED BY ICRA. UNIT SHALL BE EQUAL TO HEPA-AIRE PAS1200HC (VARIABLE SPEED -150 <br />LOCATIONS PRIOR TO ANY DEMOLITION WORK. ANY DEVIATIONS IMPACTING WORK <br />CFM TO 1000 CFM). PROVIDE ADDITIONAL FANS AS REQUIRED TO MAINTAIN ADEQUATE <br />SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT AND <br />NEGATIVE PRESSURE. PROVIDE TEMPORARY EXHAUST CONNECTION TO DISCHARGE AIR <br />ENGINEER PRIOR TO BEGINNING DEMOLITION. <br />FROM HEPA UNIT TO OUTSIDE OR ADJACENT CORRIDOR AS SHOWN PER FACILITY ICRA. <br />2 ALL MECHANICAL SYSTEMS SERVING OTHER SPACES OR FLOORS THAT RUN <br />004 PROPOSED LOCATIONS OF PHASED TEMPORARY CONSTRUCTION BARRIERS TO ISOLATED <br />THROUGH THE PROJECT AREA SHALL REMAIN ACTIVE DURING CONSTRUCTION SO <br />RENOVATION WORK FROM CONSTRUCTION ZONES. FIRE RATED AS PER ARCHITECTURAL <br />AS NOT TO CAUSE ANY DISRUPTION TO THESE OTHER SPACES. <br />DEMOLITION PLAN. <br />3 CONTRACTOR SHALL PROVIDE MECHANICAL WORK FOR PHASING AS REQUIRED <br />005 CLEAN EXISTING DUCT SYSTEM INDICATED AND ASSOCIATED FANS. <br />OR DIRECTED BY THE ARCHITECT, REFER TO ARCHITECTURAL PHASING PLAN, <br />TEMPORARY MECHANICAL SERVICES SHALL BE PROVIDED WHEN NEW WORK <br />AFFECTS SERVICES NEEDING TO REMAIN ACTIVE. <br />4 PER FACILITIES ICRA, CONTRACTOR SHALL PROVIDE TEMPORARY HEPA FILTERED <br />NEGATIVE AIR MACHINE POWERED FROM CRITICAL POWER TO EXHAUST <br />CONSTRUCTION ZONE TO THE OUTSIDE. PROVIDE ADDITIONAL EXHAUST FANS AS <br />REQUIRED TO MAINTAIN ADEQUATE NEGATIVE PRESSURE INSIDE RENOVATION <br />SPACES. FAN SHALL OPERATE DURING RENOVATION WORK TO PROVIDE A <br />NEGATIVE PRESSURE IN THE CONSTRUCTION ZONES WITH RESPECT TO THE <br />OCCUPIED ADJACENT SPACES DURING RENOVATION. FAN SHALL OPERATE <br />CONTINUOUSLY DURING THE CONSTRUCTION PERIOD UNTIL CONSTRUCTION <br />PROCEDURES WHICH GENERATE DUST AND FUMES ARE COMPLETED: WALLS <br />PAINTED AND FLOOR INSTALLED. ADJUST EXHAUST AIR FLOW RATE TO MAINTAIN <br />THE CONSTRUCTION ZONE AT AN ADEQUATE NEGATIVE PRESSURE TO CONTAIN <br />ALL CONSTRUCTION DUST AND FUMES. COORDINATE EXHAUST AIR FLOW RATE <br />WITH THE TEMPORARY PARTITION FOR DEMOLITION WORK; NOTE THAT TIGHTER <br />TEMPORARY PARTITION CONSTRUCTION REDUCES THE REQUIRED EXHAUST AIR <br />FLOW AND ASSOCIATED MAKE-UP AIR REQUIREMENTS. PROVIDE CONDITIONED <br />MAKE-UP AIR TO ADJACENT OCCUPIED SPACES FOR CONSTRUCTION EXHAUST <br />MAKE-UP AIR: BUILDING AIR AND/OR TEMPORARY AIR TO MAINTAIN PRESSURE <br />REQUIREMENTS. <br />5 REFER TO FACILITIES INFECTION CONTROL AND RISK ASSESSMENT FOR <br />ADDITIONAL REQUIREMENTS. <br />6 CAP SUPPLY AND RETURN AIR DUCTS TO CONSTRUCTION ZONE TO PREVENT <br />RETURN FROM THE CONSTRUCTION ZONE. MINIMIZE SUPPLY AIR PROVIDED TO <br />CONSTRUCTION ZONE. <br />7 ALL WORK SHALL BE SCHEDULED AND COORDINATED JOINTLY WITH OWNER. A <br />DETAILED JOB TIMELINE SHALL BE ESTABLISHED AND SUBMITTED FOR REVIEW <br />AND APPROVAL. <br />8 REFER TO ARCHITECTURAL FOR ADDITION DEMOLITION REQUIREMENTS. <br />9 COORDINATE PHASING AND PRESSURE CONTAINMENT REQUIREMENTS WITH <br />ARCHITECTS PHASING PLANS(S), SPECIFICATIONS AND PRESSURE CONTAINMENT <br />DETAIL. <br />10 WORK IN CORRIDORS, WORK ASSOCIATED WITH REPLACING THE EXHAUST <br />SYSTEM AND WORK IN EXISTING SPACES WILL REQUIRE COMPLETION AFTER <br />HOURS, UNLESS NOTED OTHERWISE. UTILIZE PORTABLE CONSTRUCTION <br />CONFINEMENT UNITS PER FACILITY'S ICRA. <br />11 PRE -DESIGN AIR FLOWS INDICATED ON THE DEMOLITION PLAN WERE PROVIDED <br />BY OWNER'S TAB AGENT DOCUMENTING EXISTING CONDITIONS. UPON <br />REPLACEMENT OF SUPPLY, RETURN, AND EXHAUST GRILLES, REBALANCE FLOWS <br />TO PRE -DESIGN AIR FLOWS, EXCEPT WHERE AIR BALANCE REVISIONS ARE <br />REQUIRED TO MEET AIR CHANGES AS INDICATED ON NEW WORK PLANS. <br />3 4 5 <br /><X> <br />R-1 <br />-� 50 <br /><X>10"x4" ., <br /><X>20"xl2" <X>26"x14" <X>26"xl4" "x4 <br /><X>8"x6^ <X>10 " PHASE 1 <br /><X>12"x6" <X,$"x6" <br /><X>8"x6" <br />m p j <XPHASE 2 <X>34"x16" 2 <X>28"x16" <br /><X>14"x10 N R-1 <br />- <X> <X>18"x6" II < a < n - +�d., 307 <br />S-1 " <X>8"x4" R-1 x <X>l0"x6" <X>26"xl4�X>20"x10 <br />5 <X>12 x10 50 <X> 0 -- R-1 R-1 r <br />> N R-1 <X> <X> <X> S-1 - y 43 59 <br />X 117 331 60 R-1 <br />R-1 <br />E-1 v <X>12"x10" E-1 E-1 119 RHC <X>6"x8" E-1 <br />54 n <X> 66 163 <X>14"x8" 669 1 S_1 91 S-1 60 <br />x - ® <X> 284 <br /><X> I ® EF-14 ON ROOF 115 <br /><X> - S-1 <X>FD i < > " " I X>6"x8' <br />S-1 <X>10"x4" 92 �;, - RHC - <X>Fp 2 "X"6 x6 RHC <X>22 x12" 12"x8" <X>8"x8 <br />264 S-1 <X> _ < > <br />R-1 92 S-1 86 X 8 x6 -89 X>12"x8" R-1 <br /><X>12"x6" < > p S-1 133 <br />_ 272 HC X <X> AHU -1 <X> 122 <X>22"x10" <br /><X>10"Ox6^� - 85 S-1 9 49 ®1 ao <br />___..... <br /><X>10 A 33 <br />R-1 <X>l0"x«X>l8"x8" X> <X> <X>26"x10" <X>8"x6" o X - -<X>12 x8 <br />65 X u.. 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S-1 - - 1 ; <X>16"x6 R 1 S-1 <br />122 R 4C <br />92 x<X>14"x8" <br /><X>12"x8" <X>18"x10" _ R1 X <br />" °r°<> 66 <br />87 o RHC X X 18 x8 sot- N ! 9 R 1 <br /><X> N 105 <br />'< S 1 <X>14"x8" X 120 HC I I <X> 233 <br />S 1 RHC A 86 S-1 98 R 1 I X <X>10"x6" 275 114 V " <br /><X> - - - RHC RHC 65 N > 770 /l l " <X>12"x8" <br /><X>8 <br />�X> <X> <X>38"x12" <X>48"A4" " ^ " " S-1 <X> <br />103 <X>36 A4 <X>34 A4 305 E-1 <br />E-1 RHC < > <X>l2"x8" <br />- 51 RHC- <X>8"x4" <X> <X>18"x6" <X>8"x4 I <X>16"x10" 55 <br /><X> _ _ X <X>10"x6" RHC <X> <br />107 ao � � > <br />E 1 `" <X>12"x8" <X> °r X 106 o S-1 z X o <X>16"x8" 95 X>12"x8" E-1 <br />56 X v n <X> v 86 � <X>10"x6" =°r° RHC n v RHC S-1 � < > 55 <br />1 ,f , ^ v X. <br />>< <X> X ,< X>10"x8" 122 S 1 <X>8"x6 <br /><RHC RHC S-1 v 102 " S-1 <br /><X> 65 99 RHC <X>8"x8" 273 <X>I <br />S 1 113 104 <X> 339 <br /><X> - - S-1 - _ _ < <br />< > 226 <X> <X> 259 -- RHC 97 = R-1 <br />X <X>10"x4" S-1 <X>10"x4" 100 X RHC 155 <br /><X> co <br />R-1 212 <X>28"x10" <X> S-1 7 96 <X> I <br />��A - <X> � � 240 >� <br />12"x6" <br /><X>10n6" S-1 - <X>12"x6" zy:,._. <br /><X>12"x6" S-1 <br />90 <X>14"x8" 211 <X>12"x8" 344 S 1� <br />R-1 <br />_ _ <X> 122 104 <br /><X>_ - " " <X> <X> - - - <X> 90 <X>8"x4 <br />z <X>8 x4 E-1 R-1 > E 1 R-1 E-1 <X>g^x4^ <br />n<x> 264 <X> 469 p E-1 55 107 465 S-1 <X>6"x4" <X, <br />E-1 E-1 55 119 E-1: <br />- S-1 60 <br /><X>22"x8" <X>24"x8" 54 �. 90 _ <br /><X>12"x8" 358 <br />R-1 <X>8"x4"Adr- . <br />r 50 <X>14"x8' RHC <X>8"x4 <br />19 <br /><X> <br />2 MECHANICAL PLAN - NEW WORK <br />1 /8" = V-0" <br /><X> <br />MECHANICAL PLAN - DEMOLITION <br />1/8" = V-0" <br />Al <br />6 <br />WALL RATINGS: <br />1 HOUR FIRE <br />--*-S—♦S S- 1 HOUR FIRE/ SMOKE BARRIER <br />2 HOUR FIRE <br />-S�♦S—N S- 2 HOUR FIRE/ SMOKE BARRIER <br />—♦ T— 0 T TEMPORARY 1 HOUR FIRE <br />S S SMOKE BARRIER <br />— S 10S-- S- "GRAY" = EXISTING RATING <br />TO REMAIN <br />E <br />chapuis design group <br />architecture.pa <br />510 VONDERBURG DR. SUITE 216 <br />BRANDON, FL 33511 <br />Tel. 813-667-2340 <br />CGDPA - FL # AA-26003049 <br />exp U.S. Services Inc. <br />t: +1.407.660.0088 f: +1.407.660.1655 <br />2601 Westhall Lane <br />Maitland, FL 32751 <br />USA <br />www.exp.com �y <br />Project* #22016657 <br />ex <br />Cert of Auth: 29701 <br />PROJECT FOR <br />D ADVENTHEALTH - <br />ZEPHYRHILLS <br />PCU REFRESH <br />7050 Gall Blvd. <br />Zephyrhills, FL 33541 <br />AHCA CLIENT CODE / FILE NUMBER: N/A <br />I <br />I <br />I <br />I <br />r 2 2022-11-02 <br />ADDENDUM 2 - CONTSRUCTION COORD. <br />_ <br />1 2022-09-08 <br />ADDENDUM #1 <br />IVIHRn UM I C i UCJIiRIr 11UN <br />PROJECT NUMBER 231100046 <br />ORIGINAL ISSUE 08/26/22 <br />PROJECT MANAGER :TEC <br />PROJECT DESIGNER TEC <br />PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 <br />B LANDSCAPE ARCHITECT N/A <br />CIVIL ENGINEER N/A <br />STRUCTURAL ENGINEER N/A <br />MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 <br />ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE76422 <br />INTERIOR DESIGNER CDG <br />EQUIPMENT PLANNER N/A <br />DRAWN BY 1 FM <br />,�%%II I III//, <br />�N <br />,t <br />PM.5451$ ' <br />A ; STATE OFof <br />'ice <br />MECHANICAL PLANS <br />- PCU WING - <br />DEMOLITION & NEW <br />A WORK <br />SCALE As indicated <br />1 2 <br />3 4 5 <br />PROJECT <br />mmi 01 <br />6 Project Status <br />
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