Loading...
HomeMy WebLinkAboutARB202000006 Plan - Approved 2020-02-20��-� Khristopher Taggart, Digital Signature j � � �/ �� / /� / �- � ^� c'eer��,noza 4AOUN����� /�' � -_ �-- ,� �� � oo '����,... 14 RANCORN W I L D M A N Architects PLC FILE AN 460 COMM NO.. 03-014.00 DATE MAY 7, 2004 .4 i > L -7 I` %� i DRAWN BY FS X ii \ I t UNNAMED - PROJECT NO TES SEWAGE DISPOSAL POND J _� N . MEADO ' / ORATIO / •/ M NAME OF DEVELOPMENT AND PROJECT 601 THIMBLE SHOALS BLVD W.E. 2 J ` ^ ��, '. M� A: PARKIN 3C HENLEY MIDDLE SCHOOL ADDITIONS AND RENOVATIONS. 635.4 SUITE 210 LOCATION OF PROJECT �I U Ro /F -� 677 HENLEY MIDDLE SCHOOL 6 '8.5 ri (� 679•1 ,/ 5880 ROCKFISH GAP 7PK NEWPORT NEWS VA ATION OF YEAR FLOOD P _ x .2 CROZET, VA 22932 23606.2557 / ERM� 1s80. o��e� r \ �\ 4� . °• MAGISMVAL DISTRICT WHITE HALL 757.873.6606 r TOTAL SITE' AREA: 49.96AC (APPROX 4.3 AC TO BE DISTURBED FOR THIS - x 677.E � X /�� \ - - _ f� PROJECT) - 6 • _ �. I ` _�-- _ / X 7. - TAX MAP AND PARCEL NO.: - - - 6362 56-17A 973.3 _ _ ��-, i'. TH _� R-1 ZONING h1 672.E xis. Plan Modified to o v.� W' NAME OF OWNER, DEVELOPER.• ,�, show I o ca t i o n of ALBEMARLE COUNTY PUBLIC SCHOOLS' _ . � _ � ` � p FRANCIS SI,INSKY III 'Z X 637 3 �\ _ _ 1 �� ATTENTION: MS LISA GLASS U No. 36172 1 1� �� \ ' ----- new equipment 2751 HYDRAULIC ROAD 4 bl5 - --� PHONE. 4 CHARLOT7ES�975� - 9340VA 2901 0711 if. w ti 1 X 68,.3 11 6 3.7 Drake Giles FAX. 434-975-9341 �SSjorrAL X ) % X�73. / `� x 679.31 675.7 2/ 19/2 0 / PLANS PREPARED BY - j 77MMONS GROUP ATTENTION: MR. FRANK SLINSKY 711 NORTH COURTHOUSE RD RICHMOND, VA 23236 x 680.E 00 woo\ / / PHONE. 804-379-6135 cvsY 1 =s 15' 1 FAX.• 804-794--3873 As AA OW 0/0 Mr-, O'O, ` EX INV-672. �� IX (. XIN LINF�fENCE / �� X IN 6 2 55' ^ . % / PROPOSED DEVELOPMENT / /X FOUR 4 ADDITIONS TO THE EXIS77NG MIDDLE SCHOOL, PARKING LOT, AND / EX INV-673.96' r�; -s� BLK =67 .4T �- TOP-68 3' �' X �- MODIFICA77ONS FOR BUS PARKING. 6ap = 74. � UIN BLEA ' S-675.6 6 _--- - �E-INV-� .1 1 ME AC! t2 f � I �, •� � � � PROPOSED USES AND MAXIMUM ACERAGE OCCUPIED BY EACH USE REAR OF BUILDING BUS PARKING, PLAY AREAS AND CLASSROOM ADD177ON ` _ N 0 ROM AC �X $" SAN%TA Y SS G EXIST SOCCER FIELD `O 6 I �V/ / E / = 2.93 AC C s:'HENI,E1� pI16DLE % E .1 �o " :a � I ` EX D. PE EA E�X INy-g57.o6J -�� 1''-� PARKING LOT AT ENTRANCE AND VESTIBULE AND MUSIC ROOM ADD177ONS = 1 ADD S ENOVATI \ i ---�`� 0.79 AC / ST SOCCE11ELDJ`4' / 2- 4.2C TED IL 1 RIFY � �- _ OCA N IN MATt PRIOR uc SEWER 1NIF.Og"T1ON FROM A XS_ �67 �� r,E 67 �� �G = � �- - -� NOR774 FRONT OF BUILDING / NEW PARKING LOT AND, CLASSROOM ADD177ON ..•� -682. (1.5 L 68�� RECORD DRAWINGS:"HENLEY MIDDLE 7' EX ROX LOC ON 7� T �-- 1- - 0.62 AC •• y I IN 67 .98 Z SCHOOL ADDITIONS AND RENOVATIONS. NEV ZATI V, OF EXIST 3 VC INV OUT 67 .6 $ EXISITING MULCH�ID 2-94.2C" DATED APRIL 10, 1 FY �_ WATERLINE -"�67g X jY Lt�CATION PRIOR Tn sTRucK �` P't--` MAXIMUM HEIGHT OF ALL S7RUC7ilRES.• T,�,P 6 .9 X 1. TOP-�83 - RAlLRO Ex c . wALK 5' IX• �� -1� -� MAX HEIGHT IS 24 FEET. „,•„ I ,,,,�,,, I „,► TIE EDGING do � 1 WOODEN PLAY sg3 yy _ \'_��6 _ I %�� -` \ • THIS atntoRvo a T THE 2.9 EQUIPMENT _ �,� _DM� -. _ - j�� x 68 SNCE AND 71M/NG OF CONSTRUCTION PHASING. nl N. c«,o ao.a MAR MOU AIN P OPERTIES, N '� -` // CONSTRUCTION WILL BE PHASED. REFER TO PROJECT MANUAL AND DRAWING wa�MWW,VA2323"O" TEL W4.7%.3500 1 �` • • I �/n7/l1T/ /,, /llT/ , //T/iTi/ // 68 I/� -� - \ C3.0 FOR CONSTRUCTION PHASING SCHEDULE. FAXW4.7%.7M L.C. D 223 PG. 389 , 5' EX Ca1VC. WALK � I X TOP=682.20'��• - J � • EXI TING� L, ZXCn G - - 74 6si-� _ - / PARKING CAL CULA770NS: \ ' E INV-674. 3 EXIST' f�INVERT 6 ,- /..:: I I- _ • PLAYGROUND I I (� l®DLB SCHOOL LANDSCAPE �I / / I I / I THE PARKING CALCULATIONS HAVE BEEN SUBMITTED UNDER A SEPERATE EX TOP 679 9� �. AAEA� , 1 STORY BRICK - �\\ ! 4 / Ex IN s7444 4 "1 l j ,,, /��� EA / �I �� ` -�ws� Ah i I I �'- x .8 r---- ` �� COVER BY ALBEMARLE COUNTY SCHOOLS PLEASE REFER TO 7�1E sEwER I MATT oM A / J _ - - J �- MEMORANDUM FROM ALBEMARLE COUNTY SCHOOLS BUILDING SERVICES \ ORANA •"HENCE \ �� •/. 2 882� / I I --/ I DEPARTMENT, DATED 3/25/4. \ SANDR9MY,ATIONS, \ I 6g� • •s �1 ' �iQ • • • •• r // I S T IN 18" PIE 19g / ��,, ;V LEV TION=s82. o I I MAXIMUM AMOUNT OF IMPERVIOUS COVER ON THE SITE:• f ` EXISTING r- j I Sx.ASPfIALT,s;.r / SIGN No-- AKI,R x y, -=-- IMPERVOUS COVER (EXISTING)=8.89. AC. FlRE Z ;<' lf� - IMPERVIOUS COVER RA710(8.89 AC. IMPER./49.96 AC. TOTAL AC.) = I ZL79% \ $ALIc CO(1RT r . _'i EX INVERT=675.15 • .: o , . z �y �' - \ LANE/ •.•/ . '� T-67 L - \ O EX TOP-683.97' ,1 68 • r} .4 -88 X 689. PLAYG D \ I \\ -68 ' r0$ K ' w;r,'S "'i�,lrs.t:{ o x.:t '' •' ,//, . 'I -s84 46 IX TOP=682.50 ,(,R•. ' EXIST 2 I I I IMPERVIOUS COVER (TOTAL =REMAINING EX1S17NG +PROPOSED) = 9.90 AC. IX DIVERT-677 (i', /• ^ 1, HDC�. RAM ��,: ,� t •RCP { 687.� I I I I \\ IMPERVIOUS COVER RA770 (9.90 AC. IMPER./49.96 TOTAL AC.) = 19.82% O 'k- RCP .,.°.° 1 . _ X 6883 I FF BLDG.=684.58' > g - _ _ J FF STOP-684.46 EX HD R RAM 6 EX T =682105 r L17 - � , , �.'� ;- _ :.;.♦., j' / ,. ° �. / I INCREASE IN IMPERVIOUS AREA VERSUS THE EXlS7TNG CONDITIONS .31I a,N I 1 COUNtY C+0 RD OF ALBE ARLE COUNTY r"L----' T- / TOTAL INCREASE- 9.90 AC. - 8.89 AC. = 1.01 AC. 7 / EXIST CANOPIES z r>r i'�I ^r `► ,cf D 405 PG. 34s� • , :; -,. EX LANDS APE � • . r• � / I I U Z • �/ WA RSHED INFORMATION: .. X6 .1 x5 a�,j , . E S N N, ��^ r Err) FF STOP-684.43 1X AAP I •m N I I .M.P. 56-17A I I '' / `} E M `_ > 1 • I I I • I / ' ` THE SITE IS LOCATED W/7NlN THE SOUTH FORK RI VANNA RIVER RESERVOIR • O �RR ExISTING, .r ?1F BLDG.-684.48 , 1 Z ?� y_ I / I L J I X 690.7 1 I V ASPHl1l.T ,,� FF BLDG. 684.50 '� • a ti3 v L J I - - I WA TERSHED. \\\ EX CHAIN LINK FENCE CONC I I - J I / 'SIDE YARD I enu. ', ,,,, SIGN:, • , r . Ir t9�RTIIiG t3RO111�TsvlIZB / X 688.3 a Q 1� • W NO PARKING, r Ex coN wA�K I I I 1 SETBACK ACCORDING TO THE OFFICIAL FLOOD INSURANCE MAPS FOR ALBEMARLE - EX AC UNIT r 5' `" 4 I L,- - E[.1g1�NTARY SCHOOL 75.9 j ; : �, ; .. f1RE LANE I � } ,�: �EXI T G 3�E X 689.3 I \ I I COUNTY, 7NE PROPOSED IMPROVEMENTS ARE NOT LOCATED WITHIN A 100 -- SIGN Iti �`�•,t� X DRAIN-679.49/ L., I ' ,,_ EX CROSS c J �I I 1 I 1 r 'f� I I 1•6 I YEAR FLOOD PLAIN. THE 100 -YEAR FLOOD PLAIN IS . COCA TFD NEAR THE ��f CIS. NG • EX WALLS SIGN: NO /� , �. , 3 f I I I O IX VENT PIPE PARKING f ;� u< R5 K 'p W 5 I I I I I r - � I I BANK OF THE EXISTING (UNNAMED) SEWAGE DISPOSAL POND. .:: FIRE LANE" ! /;� ..r'�:: iC-t�C •6 I- J i x 689.7 I Q z s� ' n I I `." - _ _ I THERE ARE NO EXISTING STORMWA 7ER MANAGEMENT FACILI TIES ON THIS S/ 7E: Location of new Backup Generator. �- �•� I t p CON EX 7-LINK MANHOLES /,� n,2 �`" I I I I I I "1a. J I I C) Uj Z /._ DI �. IX (�- FF BLDG.-684.47' % -I ,r �� ` / L _ ec ASH / II<. v / a�A I I X TRAILER EX FURNACE , LANDSCAPE AS H '' / ` ' « { 689.9 I Z - - - X 690.8 I � ' � s `'> „ FF CONC. PAD=s84.as / $ `,_; ' I �' 4- - ' LIGHTING INFORMATION: ���" & EX AC UNIT 11 A ARKIN I f? I 17iE LlGH7ING PLAN WILL BE SUBM/T?ED W17N THE FINAL PLAN. Q / �� I 1 0 L - 14 EX CHAIN LINK FENCE i'� W J • "� CUT . . R20' 689.6 EX SEPTIC FF BLDG. - �ASPHALTfi`, ��: TANK 684.61' R4� •1 R42 ;•,„ / I - -- ARKIN 1 ��i� / ' �/ % / } / • XIST EP 23' Ex N ram. _ - - I r ^ _ / � y i • /i / rri : I/PHALT ^' R7 �`�?$ ' ` . f%- -� � - - � � � >, V Location of new Exterior Walk in Freezer a w � DUMPSTER P,AD \ - - - - 688 \- rr ,w�1 t v 4,.... • , . , r � A •,r � r?,* (r�. GX. CONC. WALK: r ?y �� P 1 ,dui , �- _.; FF =682.671'' r.� <`.,� ��^ .}C s; ' 'r ��-- T t y � y „ I J O -� � _ .EX `YMOOD' �SH�B� ��'1�,�.� M,,�,'� '. �:.� � � ,a+' EX SCAPE. AR J TOPOGRAPHIC SURVEY NOTES: _--- ---�/ -� EX INVERTsRA3-1 Topographic information • from: Timmons Group, Dec 2003, (within dashed •Z F-- w �• 4 III boundar and Albemarle Count GIS information outside dashed boundar �' 85-------_- .� -�H • > � - � � � .�1• x 6 2. t _ _ � I y) Y ( Y) � y7 • T-_BSO.88_X 69.g �-- - Horizontal coordinate system: ALBEMARLE COUNTY GIS MAPPING W � (�] r - --- --5 1- Vertical datum: ALBEMARLE COUNTY GIS MAPPING 0 --_-• �- __r- 83 � �_ _ 690 �� fj9 'C :, � •t• i :. • •yy I � 9'1 t.87' Source of boundary info: DB 405 PG 36 �_ .- __`- ���$:'�k •�- IX TOP .to' � ! � � Dote of boundary info: 1-14-85 Q Q - _i / � �9s R A � ,•• s"' � - - - - _ _ Sourceof utility information: _ALBEMARLE COUNTY GIS MAPPING Ex T= rJ I 0 80 - X 3.4 678.9 Date of utility information: 12-2003 IX s80.93 6 18 fx ! - -- - -- X Source of easement information: ALBEMARLE COUNTY RECORDS _� IG •IOP� APPFCIMI - -� R --- .. 0 ROCKFISH �•0 oFo�us� " CsoN 92o T N --- n (-�•_ Date of easement information: 12-2003 �- EX INV 0-695.75: �- / I _ \� ppRIAB _ ,• , EXISTING , OP-700.92' X T `a` w ' MINIMUM SETBACKS CONDITIONS Ex cRo ��-� -- X 705•? -� \� STANDARD LEVEL BONUS LEVEL PLAN �� ` CONVENTIONAL CLUSTER CONVENTIONAL CLUSTER \� �_ _/ p� Ex PH ALT PATH (- 34�- - -� -� REQUIRMENTS DEVELOPMENT DEVELOPMENT DEVELOPMENT DEVELOPMENT X 706.8,E \ \ ,� Gross density 0.97 du/acre 0.97 du/acre 1.45 du/acre 1.45 du/acre - �M' Minimum lot 45,000 s ft 30,000 s ft 30,000 s ft 20,000 s ft DETAIL N0. x 692. size q q q q I Minimum frontage: public: x 711.2 1 private: 120 feet 100 feet 100 feet 80 feet 6 Yards minimum SHEET DRAWN x 718.3 / f x / _�� front: 25 feet 25 feet 25 feet 25 feet X 717.9 I / / �- side: 15 feet 15 feet 15 feet 15 feet _ rear: 20 feet 20 feet 20 feet 20 feet STATE PROD. NO. Maximum 2-94.2D structure 1 height 35 feet 35 feet 35 feet 3Q feet ITCleo 1 1 X72.� (� I� I IX7,7.9 / / 7, 3 x 1 1 I I / / •*����� X 716.7 I \ x 717.7 .� / / / 11 x 1 I I _ _ � >i /` / � IT WITH SLOPES E UAL TO OR STEEPER THAN 25% - _ _ AREA OF SITEQ SHEET CEMETERY OF © COPYRIGHT RANCORN WILDMAN ARCHITECTS PLC IIII! IIII� INTERNATIONAL COLD STORAGE ICS walk-in exteriors are, as standard, a tough stucco embossed metal, with a factory baked on polyester coating, that provides years of maintenance free service. This finish exceeds the standards for durability established by food service systems, who have enjoyed the economy and flexibility provided by ICS one-piece construction for many years. The wide range of color options makes it easy to select a finish that complements your building's color scheme. Polar White Almond Mist Gray Colonial Red J C� Bronze Technical Specifications: Coating thickness .8 mil • Curing temperature 435OF hardness (pencil) F minimum • FDA approved pigments • Excellent resistance to salt spray, humidity and chemicals Aff 'Awl Cold Storage Solutions' NW FOOD SERVICE EQUIPMENT UPGRADE BROWNSVILLE ES, HENLEY MS & JOU ETT MS ALBEMARLE COUNTY PUBLIC SCHOOLS ALBEMARLE COUNTY, VIRGINIA JAN UARY XX, 2020 IFB# XXXX-XXXXX-XX MJT#19105 AREA MAPPoN NORTH 010 OWENSVILLE\ en JD es CROZEi ROCKFISH GAP TURNPIKE29 5 HYDRAULIC RD 5a 54 BROWNSVILLEE HENLEY MS 25 64 CH RA�ioTrESVIUE za su Khriatopher Taggart, Digital Signature Approved Puri Feb�lJ, 2020 emarle County Public Schools DRAWING INDEX (BROWNSVILLE ES) SHEET NO. DRAWING TITLES T0.1 TITLE SHEET A1.1 DEMOLITION AND NEW WORK PLANS AND DETAILSARCHITECTURAL A1.2 ROOF PLAN AND DETAILS M0.1 GENERAL NOTES, LEGEND, ABBREVIATIONS AND SCHEDULES M0.2 MECHANICAL SCHEDULES M0.0 MECHANICAL SCHEDULES _BROWNSVILLE ES PARTIAL DEMOLITION AND NEW WORK PLAN - MECHANICAL M2.1 MECHANICAL DETAILS DRAWING INDEX (HENLEY MS) SHEET NO. DRAWING TITLES TITLE SHEET DEMOLITION AND NEW WORK PLANS AND DETAILS -ARCHITECTURAL MO.t GENERAL NOTES,LEGEND, ABBREVIATIONS AND SCHEDULES M04 WALK-IN FREEZER AND COOLER DETAILS M1.2 HENLEY MS DEMOLITION AND NEW WORK PLAN- MECHANICAL M2.1 MECHANICAL DETAILS DRAWING INDEX (JOUETT MS) SHEET NO. DRAWING TITLES T0.1 TITLE SHEET Al DEMOLITION AND NEW WORK PLANS AND DETAILS -ARCHITECTURAL GENERAL NOTES, LEGEND, ABBREVIATIONS AND SCHEDULES W, WALK-IN FREEZER AND COOLER DETAILS M1.3 JOUETT ME DEMOLITION AND NEW WORK PLAN- MECHANICAL M2.1 MECHANICAL DETAILS 65% OWNER REVIEW NOT FOR CONSUCTION RUCCTION a. w` w Z w > < aw �o z w w� IL w W Z N ow _ w ww U_w N� J_ W � wZ ❑ Q Z O m O L W K K Q GENERAL NOTES 1. CONTRACTOR SHALL V S T JOB SITE TO INVOLVED PRIOR To BIDDING THE PROUECT.ERMINE EXTENT OF WORK 2. THEMECHANICAL SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITHTHE IN BY THE VIRGINIA CODE COMMISSION SECTION 101.2 AND SUBSEQUENT EO 3 DEVICES, THERMOSTATS AND OTHER WALL OR CEILING MOUNTED EQUIPMENT WITH LIGHT FIXTURES, SPRINKLER SYSTEMS AND ACCESSORIES INSTALLED BY OTHER TRADES SOAS TO PRESENT A NEAT AND ATTRACTIVE INSTALLATION THROUGHOUT THE BUILDING. 4. O EQUIPMENT WITH ARCHITECTURAL REFLECTED CEILING PLANS. 5. COORDINATE ALL AIR INTAKES AND RELIEF OUTLETS. SIZE AND LOCATION, WITH ARCHITECTURAL DR—INGS. 6 ALLDIFFUSERGG ILLES AND REGISTERS SHALL BE SIZED TO MINIMUM FREE AREA OF]0% AND MEET PERFORMANCE CRITERIA EA ]ANGERS, INSULATREQUIRED TO CLEAR STRUCTIEi CONDUIT, LIGHTS, ETC., ALLOWING SPACE FOR e CONTRACTOR SHALL INSTALL ALL WALL FINISHED FLOOR TO CENTERLINE OF SENSOR.TEOSENSORS AT 5-0 FROM 9. ALL ROUND BRANCH DUCTS TO DIFFUSERS SHALL MATCH NECK SIZES SHOWN ON SCHEDULE, UNLESS OTHERWIFE NOTED. 10 DUCT SIZES SHOWN ARE INSIDE FREE AREA DIMENSIONS. 11 PIPING ARRANGEMENTS ARE DIAGRAMMATIC. 12. DUCT DIMENSIONS MAY BE MODIFIED AS APPROVED BY ENGINEER. GENERAL DEMOLITION NOTES 1 WHERE EQUIPMENT IS INDICATED TO BE REMOVED, IT SHALL MEAN COMPLETE REMOVAL F EQUIPMENT, INCLUDING CURBS, SUPPORTS, GUYS, ANCHORS, BRACKETS, CONTROLS AND INCIDENTAL ITEMS CONNECTED OR F-1111 O EOUIPMENT.OWNER MAINTAINS THE OWNERSHIP OF ALL ITEMS TAGGED OR IDENTIFIED. 2. WHERE PIPING IS INDICATED TO BE REMOVED, IT SHALL MEAN COMPLETE REMOVAL OF —ING, CLUDING VAI-VES, FITTINGS INSULATION, SUPPORTS,HANGERS�BRACKETS,CONTROLSANDINCIDENTALITEMS PIPING.CONNECTED OR FASTENED TO THE AND INDICATES THE GENERAL EXTENT OF WORK. NO ATTEMPT IS MADE TO SHOW EVERY ELL, TEE, OFFSET, FITTING AND VALVE. REMOVE PIPING AS INDICATED AND SPECIFIED. 3. WHERE DUCTWORK IS INDICATED TO BE REMOVED, IT SHALL MEAN COMPLETE REMOVAL OF DU 7TWORK, IN ITUDING FITTINGS, INSUILATI-, SUPPORTS, BRACKETS, CONTROLS AND INCIDENTAL (ITEMS CONNECTED K OR FASTENED TO THE DUCRK. DUCTWORK IS DIAGRAMMATIC AND NDICATES THE GENERAL EXTENT OF WORK. NO ATTEMPT IS MADE TO SHOW EVERY ELL, TEE. OFFSET AND FITTING. REMOVE DUCTWORK AS INDICATED AND SPECIFIED. 4 R TO REFLECTED CEILING PLANS FOR DEMOLITION AND NEW WORK RELATEDTOCEILINGS. AIR CURTAIN SCHEDULE (BROWNVILLE ES) UNIT SEONC BIERNERSED NOT CFM HP V PH MCA MOCP WEIGHT REMARKS (LBS) AC-1 I U B8 1/5 120 1 3.4 15 1 45 CLCO 042A O1 Q2 REMARKS (D PROVIDE WITH WHITE POWDER COATED EXTERIOR. OT PROVIDE WITH DOOR SWITCH AND 24 VOLT LINE VOLTAGE CONTROL. ® PROVIDE WITH TOGGLE DISCONNECT SWITCH. WALK-IN COOLER SPLIT SYSTEM REFRIGERATION UNIT SCHEDULE (JOUETT & HENLEY MS) INDOOR UNITNO. ONKE1TFOUTDOOR UNIT UNIT UNIT SELECTION BASED E RICAL OLING LAPAC TY UNIT SELECTION BASED ELECT R T WEIGHT REMARKS M�LELMOCP OA LOTOTAL IMBHII MCA MOCPRICA (LBS.) .3 1 QQQ MARKS: (D UNITS SHALL SERVE 40-F COOLER WALK-IN BOX AND SHALLBEPROVIDED (D 0]O WALK-IN BOX WALL PANEL SELECTION BASED ON IN BY WALK-IN BOX MANUFACTURER. REFER TO DRAWING MOA FOR DIMENSION INFORMATION, I UNIT C11UNG 10 L CAPAITTY IS GROSS CAPACITY. BASED ON 95 F D&]B F W B AMBIENT CONDITIONS WALK-IN FREEZER SPLIT SYSTEM REFRIGERATION UNIT SCHEDULE (JOUETT & HENLEY MS) INDOOR UNIT OUTDOOR UNIT UNIT ELECTRICAL DATA COOLING CAPACITY NIT SELECTION BASED ON ELECTRICAL DATA REFRIGERANT WEIGH REMARKS UNIT "INTERNATIONAL COLD STORAGE' TAL (MBH) NO. 'INTERNATIONAL COLD STOMGE" M TYPE ILBSJT MCA V PH TO CA MOCP V PH IU-2 LCE6160BEQRC6B 1 1.6 1 120 1 1 1 12.4 1 CU-2 M02035U621CSFLT 27 43 1 208 1 1 1 FFKNA S15 Ot OT O3 ®QS ©OQB REMARKS: UNITS SHALL SERVE D' FREEZER WALK-IN BOX AND SHALL BE O5 UNIT SHALL BE MOUNTED ON TOP OF FREEZER WALK-IN BOX. PROVIDED BY WALK-IN BOX MANUFACTURER. O UNITCOOLING COIL CAPACITY IS GROSS CAPACITY. BASED ON © PROVIDE WITH ELECTRIC DEFROST OPTION. 95-F DBI]8°F WB AMBIENT CONDITIONS. O] COOLING SYSTEM CAPACITY SIZED TO MAINTAIN-10-F AT AMBIENT O3 PROVIDE WITH PRE- MANUFACTURED THERMALLY INSULATED OLW,ONGTIONB OF 100E CONDENSATE DRAIN LINE. ALK-INBOX WALLPANEL SELECTIONBASEDON INTERNATIONALC D ® PROVIDE WITH FACTORY PAINTED COLONIAL RED PAINT OPTION STORAGE REFER TO DRAWING M0.4 FOR DIMENSION INFORMATION. FOR WALK-IN BO.AND ACCESSORIESLON VOLUME DAMPER (9W') EXISTING SIZES AS INDICATED ® EMERGENCY PULL STATION O EXISTING TO REMAIN OXK ONEROL LNG°N TEMPERATURE ENS IN�ICATEp SENSOR, O NEWWORK SUPPLY AIR DEVICE WITH FLEXIBLE DUCT L_ EXISTING TO BE REMOVED DUCTWORK DIRECTION OF FLOW IN PIPE DUCT ELBOW WITH TURNING VANE c�PIPE DOWN DUCTTRANSITION EXISTING PIPING TO REMAIN DUCT SECTION-RETURWE%HAUST +D— GRAIN PIPING DIRECTIONDUCT SECTION SUPPLY PITCH RPII IN DUCTWORK TURNING DOWN —HWR— HOTWATER RETURN PPG 91P DUCT ELBOW TURNED UP —HWS— HOT WATER SUPPLY PIPING - FLEXIBLE DUCT �^ EXISTING GATE VALVE ROOF MOUNTED EXHAUST FAN .�:^E%ISTING CHECK VALVE h� SUPPLYAIID-ICE 8 SUPPLY DUCT UP THROUGH ROOF PHOTOGRAPH.L D RECTDN OFA RFLOW LETTER EXHAUST SEE SHEET MX A THROUGH ROOF OCFM DIFFUSER,REGISTER, AND GRILLE, CFM AS INDICATED POINT OF CONNECTION FOR NEW WORK REMOVE EXISTING TO THIS POINT iO DEMOLITION NOTE o NEWWORK NOTE Khristopher Taggart, Digital Signature Approved Plan February, 19. 2020 HEAT TRACE SCHEDULE (JOUETT & HENLEY MS) EQUIPMENTSERVED 6TORIP3 WATT-F V PH REMARKS A OF PI PING SERVE�TH nAGFTE CONTROLF IU-1 FREEZER CONDENSATE PIPING 1 ID 1. 1 12 FT WA240 CONFROLLER 000 - CONTROLLER REMARKSFREEZER CONDENSATE TO SPECIFICATION Z30FOR ADDITIONAL 1 (D Q ORE Q3 JOUETT MIDDLE SCHOOL ONLY. REQUIREMENTS. 500 O FIELD VERIFY TOTAL LENGTH OF INSTALLED HEAT Q HENLEY MIDDLE SCHOOLONLY. TRACE FOLLOWING INSTALLATION. GRILLE, REGISTER & DIFFUSER SCHEDULE (BROWNSVILLE ES) MARK DESCRIPTION TER( FINISH VOLUMELSHAPEMAXIMUM MAXIM BA4ETl IRREMARKS SIZEPEReP NCUM •PRICE'CEI DNGCFF..RSTEEL WHITE NO 25 SCDA OWCEIILNG DIFFUUSERTABLE STEELWHITE p,CEILING RETURN OR EXHAUST GRILLE S FLECTION —SPACING Q1 Y°Qi R R TO ARCHITECTS REFLECTED CEILING PLAN FORCEILINGTYPES. FOR ACOUSTIC CEILING, PROVIDE WITH 24'x 24' PANEL O2SUITABLE FOR MOUNTING IN LAY-N! GRID FOR D­UL CEILING, PROVIDE WITH SMALL FACE AND SURFACE MOUNT FRAME. PROVIDE —ONE. 24x TA FACE MOUNTED IN 2 x2 METAL PANEL. 65% OWNER REVIEW NOTFOR CON S' RUCTION W > V W D p Z WV) �2 D_ W �Z cy W W= WW Uw N� J_ W % WZ Q O Z 0 O Ir m O ILL W� K Q 0 _ °KWsm NBeL18 _ 65% OWNER REVIEW NOT FOR -BER BDESOF ADHESIVE N ADHESIVE BE VERSO TEK SCREW EXTERIOR CLOSED SAPS (N 10) WIFLANGE CONSTRUCTION 0„SID ¢ u n `J J dO x '+1 - O N90TFLIDLEOa BYOTHERS� COVER r O O ^ UC LATCH (� u D 40°F COOLER HIG�1/�/xrx�r r� A -NOT R CONC TE ,/COI ------------------- FLOOR RECESSED IN TIE DOWN SLAB L ,2 TIE -GOWN '•AS AN OPTION OR CODE REpUIREMENT" COOLER WALK-IN BOX FLOOR DETAIL COOLER WALK-IN BOX ELEVATION E%ISTING OPENING. DETAIL FREEZER MOUNTING DETAIL NOT TO SCALE Khristopher Taggart, Digital Signature NOT TO SCALE NOT TO SCALE CONTINUOUS BEAD OF SEALANT (BY OTHERS) COUMERFUSHING (BV OTHERS( ING(INSTALLED BY OTHERS) SEE NOTE 3 z.4SFLOCKINGCUTTpFN(OPTIONFROM ICS)SEE NOTE 3 W 0 �, Q Z 2�_ i Approved Plan TEK SCREW WI'H'Wr—FISHING FISSETANDINGTNO111) TE I -tn - - N TEBYOOFSEE NOTE3 E ROOF (INSTALLED BY ICS) February, 19, 2020 -oAOYAP-ABLE PNE1RENLPLI. TOHENLEY MS AND JOUFTTMS � O a CONTINUOUS BEAD OF SILICONE SEALANT w U' 0 w TOP AND BOTTOM (BY OTHERS) 2 � O OR WALK-IN ROOF li W L) r I o 1 o DING wa WALL J Z W (� _ W 0 w ID-1 I IF. 4B•F000LER CONDENSING UNIT UNTED ON 4' SOUPED RooF. I NOTES: ) 1 SHALLCNOTVPENTETBRAA(TE STTANDINGRTEE RODFCF(LANGES ORBkOOF-1. 2 BUILDING HEIGHTVARIESWITHBUILDINGWIDTH.SEEDMWING 3. ANxC4KFN AavauB CDM cNGNcwDWsSIIEY B) 1-1RASHINGFACTORVINS C) 1-112'x1-1f2'kI2pTALLEDMTDO EESNOT INCLUDE couNTERFwsHINc, SEALANT OR FASTENERS. FREEZER ROOF FLASHING DETAIL NOTTOSCALE /LU W U W i � 5- w U) Z Q O 0 m O H Z o W W K Y Q 2 I I � I I I I � � I �rylNiER OR RAMY��� I �' 112' EXPANSION JOINT WITH // BACKER ROD AND SEALANT GO Q I YY Ti` O --- II v O / MARK DESCRI EXTERIOR WALL AIL N,,:RIORRAMP INTERIOR RAMP nCORNER - IE— v TRIM FURNISHED BY GENERAL / CON TRACTOR(AVAILABLEASHNOPTIONFR% S SIB' CS). SET IN CONTINUOUS BEAD OF SEALANT, / SECURETO WALL AND TO UNIT AT WALL. BUILDING WALL FREEZER WALK-IN BOX FLOOR DETAIL FREEZER WALK-IN BOX ELEVATION DETAIL FREEZER CORNER TRIM DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE CHECKED BY M0.4 (Christopher Taggart, Digital Signature Approved Plan February 19. 2Q2. 0 PARTIAL FLOOR PLAN - MECHANICAL DEMOLITION (HENLEY CO°F COOLER DRY FOOD OUTSIDE ELG_GESTORAGE EXISTING WORK IN THIS EA NOT SHOWN. PARTIAL FLOOR PLAN - MECHANICAL - NEW WORK (HENLEY MS) PARTIAL ROOF PLAN - MECHANICAL - NEW WORK (HENLEY MS) DEMOLITION NOTES Q NO. DESCRIPTION REMOVE CONDENSING UNIT, REFRIGERANT PIPING, D1 SUPPORT STAND, AND CONTROL WIRING COMPLETE. ADDIFFIVE BID. OZ REFRIGERANT REMOVE FREEZER EVAPORATON UNIT, PIPING, CONDENSATE PIPING AND CONTROLWIRING COMPLETE. ADDITIVE BID. OS REMOPLVE FREEZER BOX WALL, CEILING PANELS AND DOORCOMETE, DE REMOVESIDEWALL EXHAUST FAN, GRILLE AND CONLFBOUS COMPLETE. REFER TO ARCHIFTEGTHRM- DRAWINGS FOR WALL PATCHING INFORMATION. HE S, UHAGESHEDTO BE REPLOCATED BY ALBEMARLE TO CONSTRUCTION FUE TO, NO. NEVIWODRESCR PTION 1 PROV DE FREEZEwCOOLER INDOOR EVAPORATOR UN NIT. S PPORTS, PIPING AND CONTROL WIRING COMPLETE. ROUTE REFRIGERANT PIPING UP TO FREEZERICOOLER PENETRATIONS IN ACCORDANCE GCESSOR P REFER To DRAWING M2.I FOR DETAILS• INSTALL UNIT IN STRICTAGODRIDANCE LLH REQUIREMENTS. FLOOR (SHALL BE LEVELED PRIOR TO INSTALITATION REFER ITECTURAL DRAWING FOR FLOOR FINISHING DETAILS. 3 PRO VIDE CONDENSING UNIT, REFRIGERANT PIPING,, SUPPORTS, AND CONTROL WHHNG COMPLETE. REFER TO ROOFTOP CONDENSING UNIT SUPPORT DETAIL ON ROUTE FREEZ—COOLER REFRIGERANT DOWN PING C THROUGH ROOF PITCH POCKET AND SEALIREFER TO ARCHITECTURALDRAWING FOR DETAILS. 5 PRO VIDE COPPER CONDENSATE DRAIN PIPING AND ALL GONDENSAEE PIPING LOCATEDAS SHOWN. INEREEZHEAT EAT EON WATTS PER LINEAR FOOT. SEAL FREEZERICOOLER PENETRATIONS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B CONTRACTOR jHALLVEN R AND COOLER A MINIMUM OF a DAYS PRIOR To NOTE: EXISTING CONDITIONS ILLUSTRATED HAVE BEEN ORIGINAL CONSTRUCTION DOCUMENTS AND LIMITED NON-INVASIVE FIELD FIELD CONDITIONS PRIOR To COMMENCEMENT OF WORK, ALL CIRCUITS SAVED DSURINGTDEMOL TION AST O RE SIZE, CIRCUIT BREAKER 512E AND POINT OF ORIGIN. AREA WORK F KEY PLAN (HENLEY MSNDTTO SCALE 65% OWNER REVIEW NOTFOR CONSTRUCTION w Q Z W 0, J Q 2 U V EE W V O Z U d W EL w 3 ryZ W V w ❑ W �a WLw O U w - N�N _J0 LL % 0 SO 00 Z w 7 Z 0 o E. LLOf w m m Man �n� DMoa�