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Home My WebLink AboutBUILDING PLAN 1512-0186LEGAL DESCRIPTION GENERAL NOTES: LOT 1 OF MIDWAY INDUSTRIAL PARK, ACCORDING TO THE PLAT THEREOF, AS 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING RECORDED IN PLAT BOOK 38, AT PAGES 35 - 35A, OF THE PUBLIC RECORDS CODES AND THE SECTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD OF ST. LUCIE COUNTY, FLORIDA. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CURRENT EDITION OTHERWISE , + AUTHORIZED BY THE ENGINEER IN WRITING. THE CONTRACTOR SHALL BE RESPONSIBLErrR Z V I SECTION 06, TOWNSHIP 36 SOUTH, RANGE 40 EAST FOR ANY OFF -SITE DAMAGE, RESULTING FROM HIS OPERATIONS, TO EXISTING PAVEMENT,Lu SWALES, ETC..,CONTAINING 103,610 S.F., 2.379 ACRES - I 2. THE CONTRACTOR SHALL BE RESPONSI3LE FOR INSPECTING THE SITE PRIOR TO BIDDING v/ Z rn u I I I PARCEL ID #: 3406-600-0005-000-2 WORK AND SHALL TAKE INTO CONSIDERATION ANY OMISSIONS, UNDERGROUND UTILITIES, Lu S OR OTHER ITEMS AFFECTING THE INSTALLATION OF PAVING AND DRAINAGE. SHOULD O O w w a I I I PROJECT NAME: FERRATEX UNCHARTED OR INCORRECTLY CHARTED UTILITIES OR OTHER ITEMS BE ENCOUNTERED G w m I I DURING CONSTRUCTION, CONSULT PROJECT ENGINEER IMMEDIATELY FOR DIRECTIONS. ,, ^^ LA c7� �------------------------------------------J I REPAIR DAMAGED UTILITIES OR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND V /1 � Ln wz I- I I OWNER/DEVELOPER: FERRATEX PROJECT ENGINEER. V M z EX. CONC I I I 20520 UNICO ROAD Z O N �' QO. '0 MES (NP) I EX. 50 DRAINAGE EASEMENT MCKENNEY, VA 23872 V L F= z �I I Slaw. DATA 3. ALL BERMS AND GRASSED AREAS WILL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE aI aI LJL CV �' OI<�I ii I �I APPROPRIATE SECTIONS OF THE ABOVE REFERENCED SPECIFICATIONS UNLESS OTHERWISE L CO CI CEX CULVERT I N89"55'29"E 265.00'(C) N89-56'08"E 265.00'(P) I F0.CURE LAND USE: IND AUTHORIZED BY THE ENGINEER. W LU LLI '�I N I'd D -_ 411 I ZONING: IH Lu v/ Y (� N I I i EX. DRAINAGE DITCH I 4. EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION 7 U �'T w ® I wI I EX. TOE OF I GROSS SITE AREA 103, 610 S.F. (2.379 AC) = 100.00% AND SEDIMENT CONTROL USING THE LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, L (�J U. FISVLE }------SLOPE(TYP)- l I AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ,� I-- w ti 00 r 1 I ___ L_ I ,- I r1 I ADJACE T ROPERTY, PUBLIC RIGHT-OF-WAY WETLANDS AND WATERWAYS. THESE WILL 1./ Q,• f� G Q �-----.,. ----- ry,, ------ 5 L,"+J - - -- '- -- --- Fj IMPERVIOUS AREA 64,739 S.F. (1.486 AC) = 62.98$ d \ II I .EXISTING BUILDING 25,000 S.F. (0.574 AC) - 24.13% REMAIN NINPPLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OF UNTIL Z M O X < = II ` , -- -- "- ---NIT--e x17- \ SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND 1- -C �U rc -1\ EXISTING PAVEMENT 39 193 S.F. (0. 900 AC) = 37.83$ N m I- ,.'}e, - - -'- - - - I I i I , WATERWAY. W 0) LL 1- E_ w I II I PROPOSED PAVEMENT 546 S.F. (0.012 AC) - 0.52% r� EX. MAILBOXES a L� I I O z I� I20' m O jll I ON SLAB I �prZw i I I�f - - -'� PERVIOUS AREA (OPEN SPACE): 38,871 S.F. (0.892 AC) = 37.52% 5. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY ENGINEERING DESIGN UIi ( I 12 w 5 I I ( EX.40'DRAINAGE ' & CONSTRUCTION INC., JOB. N0. 15-296. Q O F I EASEMENT L - Lu - II I '� I I I I BU.L LDING DATA: Iu'Sa_ �'uSla_ 1 6. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO PRE -CONSTRUCTION II // ,.� \ EX. IR PUMP I I I I EXISTING BUILDING CONDITIONS OR BETTER. W ( I I I - ❑ HOUSE & VALVE 1 O BS_ea--_ _ _--- -__-- Ta.--.-L�-_ I WAREHOUSE AREA = 25,000 S.F. m II �\ 7' 100.a 7. ALL CURBS SHALL BE TYPE "D" UNLESS. NOTED OTHERWISE. _ I/ II I I I j o I BUILDING HEIGHT: ' u ONE STORY (HEIGHT OF 25 FT.) w CURB CM) CONC I i ; i CONSTRUCTION FIELD OBSERVATIONS 8-- - I UMPSTBS\ 1 4a BUILDING SETBACKS: m H ° I I WMPSTER I 1 o I IH - INDUSTRIAL HEAVY I. DRAINAGE Ll �'1 I ENCLOSURE I ; I FRONT 50' A. LAYING OF PIPE (BEFORE BACKFILL) m o = m o I %I I REAR 40' B. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETE. w J g H a o - g , C. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND SWALES. SIDE 30 D. SEEDING, MULCH AND SODDING IN AREAS WHERE EROSION IS EVIDENT. ° z = m I PROVIDER OF UTILITIES: II. UTILITIES (PERMITS) ') I I I WATER: FPUA I I A. PIPE LAYING WITHIN RIGHTS -OF -WAY. I I I WASTEWATER: FPUA B. JACK AND BORING IN RIGHTS -OF -WAY. G I 15 I I I PAP,KING CALCULATIONS: III. CONCRETE A. CONSTRUCTION OF CURBING, SIDEWALK AND RETAINING WALLS BEFORE PLACEMENT o I i �� mz I I 2.84 SPACES / 1,000 S.F. GROSS OFFICE AREA OF CONCRETE. 345 x 2.84 / 1,000 1 SPACE 1.02 SPACES / 1,000 S.F. GROSS MANUFACTURING AREA IV. PAVEMENT z4"DIA. BOLLARDS AT MAX. ( 24,655 x 1.02 / 1,000 = 25 SPACES A. LINE AND GRADE (CERTIFICATION). w I ?�u- I 48"O.C.824"FROM I I B. SUBBASE (PRIOR TO ADDING BASE MATERIAL) IE o CONTAINMENT STRUCTURE I PARKING REQUIRED = 26 SPACES (2 HC) C. BASE (PRIOR TO PRIMING AND SAND SEAL) IE o I I II I PARKING PROVIDED = 53 SPACES (2 HC) D. BASE (AFTER PRIMING, SAND SEAL AND BEFORE PLACING OF ASPHALT) IE ° I I I E. ASPHALT OR CONCRETE (WHILE PAVING IS IN PROCESS). rn a I r I DRAINAGE SYSTEM: F. TURN OUT CONSTRUCTION ONTO CITY, COUNTY, OR STATE ROAD (ABOVE IE F- I II I I I DRAINAGE SYSTEM WILL DISCHARGE INTO THE MASTER DRAINAGE SYSTEM OF INSPECTIONS APPLY). p o I o I THE MIDWAY INDUSTRIAL PARK. SFWMD CRITERIA FOR WATER QUALITY AND G. TEST RESULTS ON SUBBASE, BASE AND ASPHALT. p cwi M I' I - o I QUANTITY TREATMENT HAS BEEN PROVIDED. A MODIFICATION TO SFWMD PERMIT H. FINAL PROJECT OBSERVATION. v 3 I'"•� I c0 w GP 56-01444-P WILL BE OBTAINED. p w 11i I o z o I I I s PROJECT CERTIFICATION REQUIREMENTS II a 0 I TRAFFIC STATEMENT I INSTITUTE OF TRANSPORTATION ENGINEERS TRIP GENERATION 9th EDITION I. TESTING LL I 5 I EXISTING �' F- I I vt ' CONIC DRIVE _ 05 I f° I A. LBR TEST RESULTS F I I I a W II r "� I ? I GEIIERAL OFFICE BUILDING (710) = 345 S.F. B. COMPACTION TEST od I UI Ir 'I I N m0 NaI^ I n I MANUFACTURING (140) = 29, 655 S.F. C. BASE MATERIAL TEST RESULTS Z I - i II EXISTING " M F o I (AVERAGE RATES UTILIZED) D. ASPHALT TEST RESULTS a o ONE STORY STEEL ° o j� N I = d I WAREHOUSE BUILDING I$ `J°- I (AVERAGE RATE x G.F.A. / 1,000 S.F. = TRIPS GENERATED) II. WATER AND SEWER f� U,� M I I FLOOR AREA=25,000 S.F. (G I:.A. - GROSS FLOOR AREA IN SQUARE FEET (S.F.)) A. DEPARTMENT OF ENVIRONMENTAL CERTIFICATION FOR BOTH WATER AND SEWER AIL > $ I I li-0 20#2, z (OPERATION AND MAINTENAN E), IF APPLICABLE.D-. alI �f ' I , R I UEI. <^,AY DAILY TRIPS PER 1,000 S.F.: - TRIPS B. HEALTH DEPARTMENT CERTIFi C?TICN, IF APPLICAI::LE. w I,j,,.j 3 `.�-' gl I II II^ I w i GEIIERAL OFFICE BUILDING (710) Ln(I) 0.76*Ln(0.345)+3.65 = 16 C. BACTERIOLOGICAL FOR WATER Nr?1NS. J/ ❑ I 0 11 II I u• D. UTILITY ACCEPTANCE FOR OPEPATION AND MAINTENANCE, IF APPLICABLE. ¢ I c0 o I MANUFACTURING (190) 3.82 x 29,655 / 1,000 = 94 j � I �' \ z I `_ � I 10'' _" 15.6T-I 32.79' I I 1 " a m ❑ d' h� I I TO -AL TRIPS = 112 III. CERTIFICATION AND RECORD DRAW.-..,5 I I o I A. SEALED CERTIFICATION BY THIF ENGINEER OF RECORD FOR COMPLIANCE WITH 3 0' CD r- I `D3 I ExISTING s. I A.L. PEAK HOUR TRIPS PER 1,000 S.F.: APPROVED PLANS AND SPECIFICATIONS ALONG WITH RECORD DRAWINGS FOR THE rc- I CONIC DRIVE 1 GEIIERAL OFFICE BUILDING (710) Ln(T) = 0.80*Ln(0.345)+1.57 = 2 PROJECT. Q D I I I o I I I I MANUFACTURING (140) 0.73 x 24,655 / 1,000 = 18 o Z I 1a ' o I $ I I TO'.'AL TRIPS = 20 0 EXCULVERTI I I I P.M. PEAK HOUR TRIPS PER 1,000 S.F.: J ° W Ld LLII .... �� I C___- =J (UNKNOWN) �_ ] j i ( ) FILE ii L LL U) I I , GE14ERAL OFFICE BUILDING 710 T = 1.12(0.345)+76.45 = 79 +) MANUFACTURING (190) 0.73 x 29,655 / 1,000 = 18 W ¢ ' - PROP.14'x14' I _ > J ' I TO"'AL TRIPS = 97 ^ aI I' •I- -- - I OVERHEAD DOOR I N li 0 o I K LL h I d 66.04, I 100.0' E%. FDC 78.05' I I I ,, 1 < R%' 14' 10, I _ 4" DIA. STEEL PIPE FILL W/ W 5 LL E C 5 REMOVE I I FILL WITH CONCRETE IE ¢ I \� zy EX. 6" TREE I I I J CROWN CONIC. I\ � W EX CONC DRIVE "AW CUT B, ,,/ I I - , o y \ \ �/ - MATCH EX. EDGE R25' R10,,'/ ./° I.1 1 [_ -jf'^ 40' .� M O� PAINT POST9 0 IL �► y -- \ + !!� / I I EX. 60' DRAINAGE - - - I FIN. GRADE OR TOP OF Q V 0 / .. \ d \ / oy (0 I EASEMENT S� LL- PAVEMENT. 2 Z } o I t,6`;3 er R5' �� `�o I I I G l CYL COL F/. 9STRic: W $ o 5 �o I I I RE �TE�, ED FOR COiS) LL C Q ° / wv%� 37" R,? \�aFrFocli P� I I I � SLITEC7';Oc H `< ; �\ ` Ra1.8T I I ICJ Ri�IER' n..iDjc. ,EFT +, �. NLJ J \ S 0' + I I 1 rs ovS � SCAN � z,, o ��By 14 - .� 0�'''23, J \rF,RFOc� I DATE; _. • . %Sum V .-�. -.� \ . \ \ �Y/rya CN (P CI C�✓"\ \ R25 / I i I f �,S -„�,-- .• .. 1'„�� m W P /up f1L�y'�C, 8 p ,_ CONC. FOOTING V ® \\ EX.CONC / I I �� \ \ \ I I c I I1 L�6 <a I t + TH€5E PLANS AND ALL FROPOSED WORK '. to,\ I I I I � ARE SUBJECT TO ANY COMECTIONG REQUIRED BY PlIL© rNSP&CXAS THATLL 15" WAY BE NEC2%A2Y M 0l4 W TO TE .Q 9 2015 x o -AT,L-ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE / ?34'soa' \\ I I BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 (N.A.V.D.) DIA. C{iUPLYWITHA'LAPPLICr�BLILECODES. Y"•••-•'��, '� \ \ \ F460gJp6� ~ TO CONVERT FROM N.A.V.D. '88 TO N.G.V.D. '29, ADD 1.48' ,��hsS�ONAL , TO THE N.A.V.D. ELEVATIONS TO GET N.G.V.D. ELEVATIONS. BOLLARD DETAIL R..i�4C'�1UI�EDY,P.E. Z \ \ F I N.T.S. #66218 I SPACING OR REQUIRED ROADWAY / PARKING AREA TESTS 1934 TUCKER COURT FT. PIERCE, FL 34960 p� <M\qs M tiT� �Rih�rA T \ phone: 772-462-2456 ITEMS TO BE TESTED DENSITY L.B.R. THICKNESS SAW CUT JOINTS @ cw7 \ FR RCR SS \ \ \ 1 \ \ \ EXPANSION JOINTS @140' O C. MAX. DRY DEN5- O.C. COMPACTED SITY ITY o \ e S \ \ \ _ 8„ I MOD. PROCTOR p \ 63 CRF \ \ MAX. SPACING MAX. SPACING MAX. SPACING LIN.FT. SQ.FT. LIN.FT. SQ.FT. LIN.FT. SOFT. 6" PORT. CEMENT CONC. PAVT. (3000 PSI) F D 30 COMPACTEDOR C �]Q \ \ \\ \ STABILIZED SUBGRADE 300 10,000 300 10,000 300 10,000 12" STABILIZED SUBGRApE MIN. LBR 40 1 5-12 V w \ LIMEROCK BASE 300 10,000 300 10,000 TYPICAL CONCRETE. PAVEMENT DETAIL N.T,S. \ SHELLROCK BASE 300 10,000 300 10,000 - NOTE: IN FEET ( ) v ' \ - 1. CONCRETE PAVEMENT, AT A MINIMUM, MUST BE CONSTRUCTED OF FDOT APPROVED 1 inch = 30 ft. \ \ ASN,IALT _ _ _ _ PERINSP. PERINSP, CT INCHES II CONCRETE. SUBGRADE MATERIAL SHALL BE A MINIMUM THICKNESS OF TWELVE - INCHES WITH A MINIMUM LIMEROCK BEARING RATIO OF 40 LBR. 1 OF 1 o \ NOI E:: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" / 0 \ \ INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT I2"INSIDE 2. CONCRETE SHALL BE REINFORCED WITH FIBER MESH ADDITIVE OR WITH 6x6 #10/#10 w \ OF THE RIGHT EDGE. W.W.M. 4 r- L d Oil 'T _�� •� 1 � — SIW E I —. WW da d W Min»ay Rd ZIAV PORT SAINT LUCIE, FLORIDA VICINITY MAP NO SCALE 0 Z J MAP SCALE 0 15' 30' 45' 60' 11111111111111111 1 INCH = 30 FEET I I o N89'55'29"E 265.00'(C) N89'56'08"E 265.00'(P) I LEGEND INTENDED DISPLAY SCALE 07( SET IR/C DRAINAGE; DITCH SET IR/C y� ® LL I "LB 8098° 0 DRAINAGE DITCH LB 8098" h6 I P PLAT DATA FL ELEVATION 15' SOUTH) TOE OF SLOPE CULVERT S44'54'56"W ,n C CALCULATED FROM FIELD MEASUREMENTS OLF CHAIN LINK FENC ( cv rn,((TYP) UNKNOWN)— 6' iN pa h• D DEED CONC CONCRETE 1� I -------------IT ------------==------------------� - ---- --- - - ----- 5 S 1 �) DIMENSION o I I "%s� < w E n L 25 OUCABLE L F CHAIN LINKTY FENC s '� +— — �— — ` P.O.C. POINT OFMEASURECOMMENCEMENT 0 1 I P.O.B. POINT OF BEGINNING SO. SQUARE BOXES I I 40' DE(P) I LB LICENSED BUSINESS FT. FEET ON sLAB `bg10` FPL UE_,' `"^Sa �N ' I PRM PERMANENT REFERENCE MONUMENT INFO. INFORMATION ` CULVERT �. ORB 2668,,PG s1s�CB 20' 20' IR/C 5/8" IRON ROD &CAP TOB TOP OF BANK I _ (l9NkNOWN)i cib .,o, .mod `tr mz - ° :• I L — CM CONCRETE MONUMENT OHUL OVERHEAD UTILITIES I` I — �a I CCR CERTIFIED CORNER RECORD SV SANITARY VALE 44 7— 1 FD FOUND GV GAS LVE 6 i R IRON ROD WV WATERVALVE p _ _ ❑_ _ _ I CORRUGATED METAL PIPE __� I 6_) �-. ' ��9� ID IDENTIFICATION s� ® 78.8' I 1 RCP REINFORCED CONIC PIPE 100.0' �� I i c=i ORB. OFFICIAL RECORDS BOOK IR IRRIGATION II w I PPG. PLAT PAGE BOOK Y� YARD VALE DRAIN A CENTRAL ANGLE 0<x 1 I Q W FIRE HYDRANT o I R RADIUS ° 16« L ARC LENGTH WELL CS CATCH BASIN WATER METER oDIMINUTION E 0 1 I CUP CONC UTIITY POLE --I o WATER BACK FLOW PRENTOR uih41 > j I WUP WOOD UTILITY POLE DRAINAGE MANHOLE F W Y m o I WLP WOOD LIGHT POLE S SANITARY MANHOLE g w-,N a •�,; I I MLP METAL LIGHT POLE ® HAND HOLE ao TSB TRAFFIC SIGNAL BOX vl I '� I zy'I g ° < a ` `' o i I PSP PEDESTRIAN SIGNAL POLE FIBER OPTICS JUNCTION BOX O � I v I �' % m I E ELECTRICAL JUNCTION BOX N u d a. UGE UNDERGROUND ELECTRIC © CABLE UTILITY JUNCTION BOX o� I I M y �� Q iO w u z'` I UG AT&T UNDERGROUND AT&T m 1 O 1 I a °3w 3 I R/W RIGHT OF WAY �� WOOD UTILITY POLE CD I N I I �� 10 �`, A/C AIR CONDITIONING CONCRETE UTILITY POLE 3 Y0, m 1 z WA WANERETE METEROCK STRUCTURE METAL UTILITY POLE Q o I U 13 I6f d} : J' w `' i WV WATER VALVE LLJ o N w r I I SV SEWER VALVE m TSB —TRAFFIC SIGNAL BOX Coo I I �' FM FORCE MAIN Co SIGN pz o`'. j ( P.U. PUBLIC UTILITY EASEMENT Co SANITARY CLEAN OUT p i I D.E. DRAINAGE EASEMENT a s I p I I p j U.E. UTILITY EASEMENT C 3/4" WATER CORPORATION STOP O I `a m ° Z CENTERLINE N NORTHING OR NORTH Z I w I O R �( PROPERTY LINE E EASTING (OR EAST) ) s u7 .. i 6 pu O I � BASELINE Ln I I I I a � �' ¢ r off✓ O No. NUMBER ® DRAINAGE STRUCTURE (CURB INLET) p .. I w %%0 0 d of TYP TYPICAL o tau I I ,, < IN J � N9 W PK PARKER KAYLON DRAINAGE STRUCTURE (CATCH BASIN) C) t7 _ STA STATION w 0 MAIL BOX S OFF SET `� s v I I d� d n' ° I NAVD NORTH AMERICAN VERTICAL DATUM m-6EI LIGHT POLE o ` ." I N I �..." Z <!' r0 `1 e ( I P I NGVD NATIONAL GEODETIC VERTICAL DATUM b 61 1 < 1 4, N 5�r 0 Q r g o I M I I'^- o FDOT FLORIDA DEPARTMENT OF TRANSPORTAI]ON x�ELEVATION LL Z H o CCR CERTIFIED CORNER REPORT SPOT ELEVA IGN O JAM MAINTENANCE MAP W I I Im d, T.B.M. TEMPORARY BENCH MARK 6 OAK TREE & TRUNK DIA AT BREAST HT M h 6" j () I P.ID. PARCEL IDENTIFICATION NUMBER O > i d i I� INV INVERT O O 'm a MES MITERED END SECTION 6� MAHOGANY TREE &TRUNK DIA AT BREAST HT WALL Z 1 „ FDC(31 ALL FIREHEAD DEPARTMENT CONNECTION ( i Y <' ° i ^ I DESCRIPTION: (SOURCE) ORB 1674, PG 1073 PUBLIC RECORDS OF SAINT LUCIE COUNTY, FL 1 W Q 1 1 I f r t+ y Z Lot 1 of MIDWAY INDUSTRIAL PARK, according to the plat thereof, as recorded in Plat Book 38, at Pages 35-35A, of the Public Z 1 1 4 a o, b CULVERT Records of St. Lucie County, Florida. THEE PLMS AND ALL RAOPOSW z m i' a o (uNKNIow>Gt>� ; L1 PROPERTY ADDRESS: ARE SUdJEG'T TO ANY COPdi6CT10N0 w I I I Z m Ce I j N 4750 MAGNUM DRIVE, FORT PIERCE, FL 34981 REQUIRED BY PJ&L®IN5PfiC7�lIS THE` ©, ---__- - I I 14AYBENECENANYutORLINTO a I I I ��B '`' << --- I SURVEYORS NOTES & REPORT yv L' I 44 1 COMPLY WITH ALL APPLICABLE CODES. y °; 1 I 1) THE LAST DATE OF FIELD WORK WAS 11-10-2015. M L I ,.* '05 j (D 1 2) OVERALL PARCEL CONTAINS 2.38 ACRES, MORE OR LESS o w COO t0 Ifo `� ° ,� I W I 3) DESCRIPTION SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENT. LANDS SHOWN HEREON WERE NOT ABSTRACTED UTILITY EASEMENT TWO c r) Ip 00 I N ", 100.0'; ;, y it i BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S, DEED R TRICTIONS, OR MURPHY CITY OF FT. PIE CE J M L . ... a .. 9§'Q' �F `off r F Y y� 7s.0.. ...I. v i CACT DEEDS. OMMITMENTINFORMATION.HISIN INFORMATION SHOULD BE OBTAINED THROUGH APPROPRIATE TITLE VERIFICATION. SEE "'TITLE NOTES" FOR TITLE ORB 1120, PG 2 63 a , 6 1 ` 11 I i I 4) COORDINATES AND BEARINGS SHOWN HERON ARE BASED UPON NORTH AMERICAN DATUM OF 1983, FLORIDA STATE PLANE I PROJECTION PER THE LINE LABELED HERON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES — J 7 CONIC Q'lVE,<' ~s j 80' DE(P) I ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. I- 0, U E 4 bfi 5) ELEVATIONS ARE NOT PART OF THIS SURVEY. 4 1j. 2p' 406) UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS PART OF THIS SURVEY. 7) IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ------_ _ �� a u. ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL k F�2a `c�'">'^ &4„Op ^nr °+ 'o�''' I I I THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS. O IR C �R�e+sc ��FRo I i I 8) THE OWNERSHIP OF PERIMETER FENCES, WALLS, HEDGES AND LANDSCAPING SHOWN HEREON ARE NOT KNOWN AND ARE NOT �t�4`g6„ ^v `j'6 < < LISTED AS ENCROACHMENTS. THEIR RELATIVE LOCATION IS SHOWN IN RELATION TO THE BOUNDARY LINES SHOWN, SECTION LINES a• V CB I AND MONUMENTATION SHOWN HEREON AND USED TO DETERMINE PROPERTY BOUNDARIES ARE BASED ON PREVIOUS SURVEYS AND o b 2 ® I HISTORICAL SECTIONAL INFORMATION. SOME MONUMENTATION MAY HAVE BEEN DESTROYED, SINCE THE ORIGINAL DELINEATION OR l S ,) ��F7Re�� 4& 1R/O �o I RESOLUTION, OF THE SECTIONAL SURVEY. 23 7'o,t,, Wy Z8B• 7� 9) AERIAL IMAGES, IF SHOWN WERE TAKEN FROM THE LAND BOUNDARY INFORMATION SYSTEM "CABINS" PER THE CURRENT YEAR 59 4 R�Z400 0 �(ryAONo 4�6„1 "eS�� i I AVAILABLE AT THE TIME OF SURVEY. FD Ra4�� - 0\� ` . `' o o I 10) THE SURVEY MAP SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE INFORMATION OBTAINED OR DEVELOPED BY FD PK NAIL 00' 7G3 THE UNDERSIGNED SURVEYOR IN HIS FIELD WORK, OFFICE WORK OR RESEARCH. & DISC & DISC �-"3 '81' 7� �n(7 I i 11) REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. PCP" LS3333 "PCP" LS3333 7p <Oz, 47 ,�"I )1 g3 � `' ,� 0/Tr r Eq I j W I 12) REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED INGRESS 0 U71 lry & � �3'(M ', �.'i., \ t'6' R 0 ry I SURVEYOR AND MAPPER. THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF CITY OF Fr.S EASfM\� 4G' �` 3 O e77?OFFA�j T j z ENGINEERING, DESIGN AND CONSTRUCTION, INC. IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, TO ALTER ORB 563 PG RCE NT \� \ \ <, / %b3' \ \ \ o GFrpj Ss O 1 m ® Py FACE OF THIS SURVEY WILL MAKE< THIS SURVEY WITHOUT THE STH SRIOR WRITTEN SUR SURVEY INVALID. OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE TO THE yq�ra 67b`: h' A�� I ICE TITLE NOTES: Fp ) \?35f4 f60 \ \ 1 i MATTERS OF TITLE WERE TAKEN FROM TITLE COMMITMENT BY OLD REPUBLIC TITLE INSURANCE COMPANY, SCHEDULE B—ll, AGENTS FILI �p SC Ng14 \ ` ��6' (CJ \ \ 1 I REFERANCE SHOWN ARE SHOWN 72. EFFECTIVE DATE GRAPHICALLY WITH E� RD NG INFORMATIONS THOSE UNABLMS E {TOHWERE BEE GRAPE CALLLE OY SHOWN MAPPED AREFOR ISTEDTHE ASAREA (S33 \ �670 0, SHOWN ( ` I FOLLOWS: J 3 373Iv p�%\ 6. Annexation Agreement recorded in O.R. Book 2808, Page 2843, Public Records of Saint Lucie County, Florida. �Y 2 / 0'N , jI, TAG0 `\ / \vC/q/C I 8. Order Granting Approval for a Minor Site Plan recorded In O.R. Book 2470, Page 703, Public Records of Saint A NSF n�7 O' .�j'� S7) 4(C, 4 I Lucie County, Florida. qT<i FN7 I(A 11. Subdivision Improvement Agreement recorded in O.R. Book 1288, Page 2143, Public Records of Saint Lucie MTS pFR 7N�RJ J N\ / Q1 County, Florida. 0 FS b o Re SS 12. Order Granting Site Plan Approval recorded in O.R. Book 1296, Page 2545, Public Records of Saint Lucie County, B3 FSS 7!' 4g Dh Florida. G 7 \ 8 S'M \ \ �, 13. Covenants, conditions, and restrictions recorded in 0. R. Book 13 17, Page 2295, , Articles of Incorporation recorded r� in 0. R. Book 1317, page 2307, By Laws of Midway Industrial Park Property Owners Association, Inc. recorded in ✓J 0 . R. Book 13 17, Page 23 12, Public Records of Saint Lucie County, Florida, which contain provisions creating /�\ \ easements and assessments. FLOOD ZONE: o o`r THE HEREON DESCRIBED PROPERTY IS LOCATED WITHIN A NO SPECIAL FLOOD HAZARD BONE DESIGNATI IN "X", ACCORDING TO FLOOD /S Nq7 INSURANCE RATE MAP No. 12111CO169J, SAINT LUCIE COUNTY, FLORIDA, BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (UQ (F.E.M.A.), EFFECTIVE DATE FEBRUARY 16, 2012. Q r 2Ln 500'2 1 1 Z I I I I I I CULVERT (UNKNOWN) I I I CONIC MES (TYP) a�z m v)o � I ----------------------10 II I I a N . ImoME r t. i t�l ■I n 1003 � of IN IN I I ■ - • ' M ■'J =1 P ■ " �• IN . • ■ ,. ■ r r .a� ■Ld ■Z Z' • • , . ; . '■ IN`6• • • ■I • `Uj NI I ■ Is M�1 I�I NI ■:I MI F=�1 �r Yr� �� i r� —di WON . � , r� IF�J \ MEN i ■ li JAIL ■y L ■ - NI ■ X N ■I ■ NI 0 NI ■ m C�NI �► 0 1 !iI s Uj > r �1 LL ■ 5' -� ui L r L � 1. ■1 • r . r MI 1■ .d J r � ■I LL L MIN • • L J MI �_� r r II `■� I low IN Is LAWAV �J IN I t■ Is ■I MICHAEL T. OVVEH, P.S.M. ■ IN 'L,■■ L in m 1934 TUCKER COURT 1111111 1■ I■ FL 34950 ■I �r ��1�.-------- phone: " err �I rJ JOB 15-296 IN afar NNW WM mmm = =�`. 1 - rr i ii PLASTIC RESIN FLAME CLASS !C LIQUID CATALYST FLAME CLASS IIIA POWDER PLASTIC CHEMICALS: 1. EXTERIOR CONTAINMENT STRUCTURE CLASSIFIED AS H-3 BY SEPARATE PERMIT; 2. PLASTIC RESIN IS A POLYESTER LIQUID SOLUTION, FLAME CLASS IC; 3. CATALYST IS AN ORGANIC PEROXIDE POWDER w/ A FLAMMABLE CLASS OF IIIA. IT IS VERY STABLE BELOW 95 DEGREES F. TO MAINTAIN THIS, IT IS CONTINUOUSLY CHILLED; 4. THE CATALYST WILL BE REMOTELY TEMPERATURE MONITORED SO IN THE EVENT OF A POWER OUTAGE A GENERATOR WILL RUN POWER TO THE BUILT—IN CHILLER SYSTEM; 5. HANDLING AND DISPOSAL OF CHEMICALS AND CONTAINERS PER APPROPRIATE HEALTH, SAFETY AND ENVIRONMENTAL GUIDELINES OF TRAINED STAFF MEMBERS; 6. MAXIMUM CHEMICALS IN THE BUILDING AT ANY ONE TIME WOULD BE THE FOLLOWING. KEEP IN MIND THE MAXIMUM RESIN IS WHEN THE ENCLOSED LINER IS IMPREGNATED READY TO GO THROUGH THE PINCH ROLLERS RESIN 100 TO 150 GALLONS w/ 10 GALLONS OF CATALYST. 7. THE RESIN IS ALWAYS IN THE HOSE OR THE LINER (50 FT OF 2" HOSE ONLY HOLDS 5.5 GALLONS MAX) & THE CATALYST IN SMALL AMOUNTS WHEN IT IS READY TO BE USED, IN ITS APPROVED STORAGE CABINET & CHILLED CONTAINER BEING PUMPED TO THE STATIC MIXER. 8. EXAMINING THE ABOVE AMOUNTS & FBC TABLE 307.1(1) BELOW, THE AMOUNTS ENCLOSED, UNENCLOSED & IN STORAGE INSIDE THE BUILDING FALL BELOW QUANTITIES POSING A PHYSICAL HAZARD. SEE NOTES d & e BELOW.. THE RESIN SUPPLY IS ABOVE THESE AMOUNTS AND CONTAINED IN HOLDING TANKS IN A 2 HR FIRE SEPARATED CONTAINMENT STRUCTURE. SEE CONTAINMENT STRUCTURE UNDER SEPARATE #UMALLfi IF) TABLV 7. ¢ ARF,IF UAWITY PER0O OL., I" OF HA2AMUS MATEFALS'POSING A I.1Ygr ALHt AF0�- .,mw GFULW WHEN 5'TORAGIO, us &CLOSWsYsT .Sh Us 51 PLtd r,�TEMS THE MAX IMIUM A LCA'Aab LEI i AYQf •IiY I 3C1i 49 P431,.Cf & LlqWfj VW4[3m (C bia foet sSlafi8] F'6Gund 1 ]£ 11 f Cb/ 8 tcc is T �k K%� 9 ?i � � if ¢l:lti g% YY MATE N 14, C1 xrQM- O 0 (�nu€It1, fo ) (pwodvo at N (avb 1 o f t) ourae1 NT 1 (wwo f ', cpoufoo cm' AI - a p p 9'#tq!'. (il3€Iliusif1}1%: I£€,II,1i{,1,. 8 [}"g1',.2 {�yi. F12�£I3i", s�'IA 3�y10-, NhA, �6VA E011 $�� { R%''Ar yy fdie : MY Id q� 1 i� k4,'l"s£"£'£ kx,a II �I#` :Ytf s':- ` tS ilea' Cf, I{ )f I' ",i N :`4 ,' Nx' N. :°4>�A _1 NIA ,'tdA s#°�%$A. .'k?c%: �S.,Yy't7y,iilk„f. ;f'. A,£7 £t"("iall]?«,° '.•` F'I"2 Me+ist %1 ;` �wio. ` ,)?+xaPl :',�'%" E;k NWA II);f .;$"Efl;I%i11$,ene 9i1€','$.. v,.y ;5,r8.i %?,-r'a, N<`°, :.� f"iIr°6#.. ,'?JI,<«. 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SW i"Al JiA N ZA, N1 .. s +: +,'d�•4a. 34UA N "' ✓L 's 41 ska'; a, a q z NfA a 9s, a�,s� IWA IN ,'1 j:. 1.1„1: 1 f 1 'ir: r� l �.i ( '°,; l!g `3 5 , I' A 0�9 � 5� i ! : F'1 ^z°. oo, 1.4 fr 11 � tiNEiltI6 (�.`fe: d:?�IC, u: yp I 11',d $.t` A+b �' 2,iY.� � il% y{�(,$aµs, � E (�tNy`' y yA AafF,. (y99 '� qjs tIVA 101' A2 Cu:y lt1' H �.. 6W Ny,. 'R {' I DS .~>(. k'i}L A �qi i,. Ba.�e iT/ .59,<5 L Nil ✓}AA,,k�.� 6 s5' yT fb�.,t?q• a"fIA Nil i`F 1,, Ni it 3'T" N� ;as 1{ L 1yC g1�., >% p�� fi or 3 its �' tl Cj�•A s, fT°6'6 '�t �a�: ;,U A j0>4`sA iY�s. H 7'k I!, ,s""rm: 1 E,'ilj%"f"< f , 1K'If"11r' E' ry r" k 4, oOf� i'$,fFl,ilj;E'' �wf rl'+. I [,MCIi} 4 � ,(I (fI`d ' IF! rY 4w(W Ow Na/ GROUP 1 r , f .. .. d, ,,/ ,a„,,. rt" ,f 3. , ,,,,,f.,t ,n,..1 ✓- Y,,, : �F , sa tt "Y J4 1 l „{ a� �Yy�,I i , ,✓ �, ,y!: _ •,,„ s< t 1b: 1.. G,d IA13Y'4c%3I u'.31 A,4.''<Cs4'IrE'. u> x _ .,#. ,. .I s., Si�«:,, £� ! r i-€'..l .,.s, �? .j�jY •,3 ;1. .. %ifl , .:fit, .. ,/L',d li . ., s'SI_ ..... .t:zE b, ,/:i. .,i .",r _ I' G�,d "F s.,.. ,^. ,. .. s'o.,, a C 2 £e1 P, k,:. ,,, ,,, ,✓..., .. .,, ,n .,. 4.. ,"...r. •,I. [y„ ,.f ., r,. ,-k.,r�RS.,.,€3,fi vs..#„ .� ,., ., ,. ,.,_ ,, s,.."<. s^, & r ,. .,i s, .,,... s,.,!<, i„t.. ,,�C.,. ,E„ G.,,! .,,.,,:E _<1 x.. Z,.c✓.. ,,1 1�'9�# .. _ '`&�%"_... f ur y. s s/I .; hEb 11 p i�iy '., gg ,'- f, r„ i. ,<ai, ,i ,, ,'',C':,, s, `-t .. s, ; .,@. ✓,,,,, ., .3„. ,£,,,. is U/, .! 30 I . ,,.E,, <s 3 r . 4€.. /. � ,�, f r; '�' „ .. ..,, „:fJ,i, ° ,i.i .3' „u,,, ,?,. ,4 .. ,A_✓ .,, __. ?�f l.'E f'{, ?i� �.-/•elh'!2K^aljr r zr s__: ,.e ,,,,, ,ns I�d�3 ° L/w ✓ P / 'U"w Thc `/o3£e:'?ak11y,.','. , ,,9eg 110 tm .,£°,41-3.f ,<i, a,,. ,w. ;;E ;ss;,.1, PROJECT DESCRIPTION GROSS FLOOR AREA: EXISTING 25,000 ENCLOSED ONE LEVEL; STRUCTURE: ENCLOSED ONE STORY TYPE VB, SPRINKLERED, UNPROTECTED MAX. GFA = 8500 SF + 200% FOR SPRINKLERED=25,500 SF PRE—ENGINEERED STL BLDG WALLS & ROOF. STL WALLS STL WALLS TOP OF 8'-8" REINFORCED 8" CMU WALL; EAVES AT 18'-0", w/ MONOLITHIC PERIMETER FOOTING & SLAB ROOF: STEEL BEAM RIGID FRAME w/ PURLINS & ROOF DECK 1_0 MEAN BUILDING HEIGHT: >20' FT HT ADJUSTMENT FAC M PSF ROOF PITCH: 1 12 WIND STAGNATION PRESSURE: OVERHANG: 1" ENCLOSED STRUCTURE; WIND SPEED (3 SECOND GUST): 170 MPH; EXPOSURE: D OCCUP. CATEGORY: II (MOST SEVERE) NET PRESSURE COEFFICIENT (C): —0.66: —0.35 OVERHEAD DOOR WIND PRESSURE: —45.84 : +35.9 PSF SHUTTERS: NO IMPACT RESISTANT ASSEMBLY: YES OCCUPANCY OCCUPANCY: GROUP F-1 (PLASTIC MOLDING), 2014 FBC SECTION 306.2 OCCUPANCY LOAD: 2014 FBC TABLE 1004.1.2 FIRST FLOOR: 25,000 sf F-1 @ 200 sf/PERSON = 125 OCCUP. TOTAL BUILDING LOAD: = 125 OCCUPANTS ACTUAL OCCUPANT LOAD AT ANY TIME IS < 50 EMPLOYEES MEANS OF EGRESS MEANS OF EGRESS: 2014 FBC TABLE 1016.2 MAXIMUM TRAVEL DISTANCE: 250 FT FOR SPRINKLERED INDUSTRIAL OCCUPANCY F-1. EXISTING BUILDING HAS (20) 36" WIDE MAN DOORS, (6) w/ EXIT SIGNS & PUSH PANEL EXIT DEVICES. MAXIMUM ACTUAL TRAVEL DISTANCE BACK TO EGRESS: 96 FT 0.2" EGRESS WIDTH PER PERSON. TOTAL OCCUPANT WIDTH: 125 x 0.2" = 25"; MIN. EGRESS WIDTH IS 32". ALL EXIT DOORS ARE 36" WIDE; TOTAL DIRECT EXIT WIDTH = 18'-0" > 25" @ GRADE FIRE SEPARATION 345 SF OFFICE SPACE IS < 10% GROSS FLOOR AREA. PER FBC 2010, TABLE 508.4, NO FIRE SEPARATION IS REQUIRED FOR THIS SPRINKLERED BUILDING. ALARM NOTES: FIRE ALARM SYSTEM EXISTS AND IS TIED IN WITH FIRE SPRINKLERS, GENERAL CONCRETE NOTES 1. MAIN SLAB & FOUNDATION ALREADY EXISTS & IF SLAB MUST BE CUT, ENSURE THE FOLLOWING: CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF NOT LESS THAN 3000 PSI ON COMPACTED OR UNDISTURBED, TERMITE TREATED SOIL w/ MIN. 6ml POLY. GENERAL REQUIREMENTS 1. ALL WORK TO BE AS PER FLORIDA EXISTING BUILDING CODE 2014 AND TO MEET OR EXCEED ALL APPLICABLE LOCAL REQUIREMENTS. 2. GENERAL CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE SITE PRIOR TO FORMALIZING A BID FOR CONSTRUCTION. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL LABOR, MATERIALS, UTILITIES, TESTING, WASTE REMOVAL, STORAGE, SECURING OF SITE, ACCOMODATION, TRANSPORT FREIGHT AND ALL OTHER COSTS RELATED TO THE COMPLETION OF THIS PR, TRANSPORT/FREIGHT UNLESS EXPLICITLY IDENTIFIED HERE. 4. OWNER IS RESPONSIBLE FOR ALL MUNICIPAL RELATED CHARGES SUCH AS IMPACT FEES AND WATER CONNECTION, EXCEPT BUILDING PERMIT FEES, WHICH ARE TO BE INCLUDED IN THE CONSTRUCTION BID. 5. GENERAL CONTRACTOR TO CHECK ALL DRAWINGS FOR ERRORS AND OMMISIONS AND BRING THEM TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING ANY WORK, OR ORDERING MATERIALS OF THE RESPECTIVE DIVISION OF WORK. IF SUCH ERRORS AND OMISSIONS ARE NOT REPORTED IN WRITING TO THE ARCHITECT, ANY RESULTING DAMAGES OR COSTS SHALL BE BORN ENTIRELY BY THE GENERAL CONTRACTOR. 6. ARCHITECT IS NOT RESPONSIBLE FOR THE GENERAL CONTRACTORS' METHOD OR MEANS OF CONSTRUCTION. 7. GENERAL CONTRACTOR IS TO KEEP SITE IN A CLEAN AND SAFE STATE THROUGHOUT THE COURSE OF CONSTRUCTION. ON BUILDING TURN —OVER, GENERAL CONTRACTOR TO CLEAN ALL SURFACES SO AS TO BE FREE OF DUST, GREASE, STAINS, SCUFFS, ETC. 8, ALL WORK AND MATERIAL TO BE GUARANTEED BY GENERAL CONTRACTOR FOR ONE YEAR AFTER CERTIFICATE OF OCCUPANCY. R-19 BATT INSUL. ON TOP OF DROP CEILING. EXISTING WALL BRACES FOR LATERAL SUPPORT EXISITNG T—BAR GRID & A.C.T. W-0", 2X4 (25ga MTL) 0 MAX. 24"O.C. FRAMED WALLS w/ 1/2" PAINTED GYP. BIRD BOTH SIDES w/ R-11 BATT INSULATION. OFFI CE 4" VINYL BASE FASTEN TO TOP PLT w/ (2)TEK SCREWS, TYP. EACH BRACE END 9'-0"—TOP WALL FACTORY EXISTING CONCRETE FLOOR SLAB EXISTING OFFICE PARTITION SCALE: 1 /2"= V-0" NEW DOOR METAL THRESHOLD '.a ...•a•+ 1 /2" MAX. FINISHED EXTERIOR •.. •:d .a d • e EXISTING THRESHOLD DETAIL_ OUTSWING SCALE: NTS SCOPE OR WORK: 1. NO CHANGE IN PLUMBING, INTERIOR LAYOUT, HVAC; 2. ELECTRICAL MODIFIED FOR NEW EQUIPMENT; 3. RESIN TANKS/CONTAINMENT STRUCTURE UNDER SEPARATE PERMIT; 4. INSTALL NEW OVERHEAD DOOR AS INDICATED; 5. THIS SET OF DRAWINGS ARE FOR THE BUILDING IMPROVEMENTS AS INDICATED, INCLUDING THE TANKS IN THE CONTAINMENT STRUCTURE UNDER SEPARATE PERMIT & THE CONVEYOR SYSTEMS; 6. REVIEWED & APPROVED RESIN TANK SHOP DRAWINGS A7, A8 & A9 BY OTHERS FORM PART OF THESE CONSTRUCTION DOCUMENTS; 8. TANKS CONTAINMENT CONSTRUCTION DRAWINGS ARE ON A SEPARATE PERMIT. THESE PLANS AND ALL PROPOS O WORK ARE SUBJECT TO ANY COMSCT10PJG REQUIRED BY 17110 INSPECMRS THAT MAY BE NECESSARY COUPLY WITH ALL 4"PLICA3, ODES, FILE COPY ST. LUCIE COUNTY PLAN REVIEW, DATE:/J PLUMB: DATE• 2 MECH: +�^ DATE: I-L Lid A CHITE(-71 �'&. c /a nnl THESE DRAWINGS C ARCHITECTURAL SY. USED FOR GRAF PURPOSES ONLY. LOCATION MAY VA] MEET MANUFACTU] SPECIFICATIONS DO NOT SCALE DRl ANY QUESTIONS A DIMENSIONS, CON' DESIGNER. START DATE: 1 NO.REVISION ISSUE Za 12ND—REVISION I CLIENT: FERRA TE 20520 UNICO RC MCKENNEY,VA: CO r PLASTIC CHEMICALS: 1. EXTERIOR CONTAINMENT STRUCTURE CLASSIFIED AS H-3 BY SEPARATE PERMIT; 2. PLASTIC RESIN IS A POLYESTER LIQUID SOLUTION, FLAME CLASS IC; 3. CATALYST IS AN ORGANIC PEROXIDE POWDER w/ A FLAMMABLE CLASS OF IIIA. IT IS VERY STABLE BELOW 95 DEGREES F. TO MAINTAIN THIS, IT IS CONTINUOUSLY CHILLED; 4. THE CATALYST WILL BE REMOTELY TEMPERATURE MONITORED SO IN THE EVENT OF A POWER OUTAGE A GENERATOR WILL RUN POWER TO THE BUILT-IN CHILLER SYSTEM; 5. HANDLING AND DISPOSAL OF CHEMICALS AND CONTAINERS PER APPROPRIATE HEALTH, SAFETY AND ENVIRONMENTAL GUIDELINES OF TRAINED STAFF MEMBERS; 6. MAXIMUM CHEMICALS IN THE BUILDING AT ANY ONE TIME WOULD BE THE FOLLOWING. KEEP IN MIND THE MAXIMUM RESIN IS WHEN THE ENCLOSED LINER IS IMPREGNATED READY TO GO THROUGH THE PINCH ROLLERS RESIN 100 TO 150 GALLONS w/ 10 GALLONS OF CATALYST. 7. THE RESIN IS ALWAYS IN THE HOSE OR THE LINER (50 FT OF 2" HOSE ONLY HOLDS 5.5 GALLONS MAX) & THE CATALYST IN SMALL AMOUNTS WHEN IT IS READY TO BE USED, IN ITS APPROVED STORAGE CABINET & CHILLED CONTAINER BEING PUMPED TO THE STATIC MIXER. 8. EXAMINING THE ABOVE AMOUNTS & FBC TABLE 307.1(1) BELOW, THE AMOUNTS ENCLOSED, UNENCLOSED & IN STORAGE INSIDE THE BUILDING FALL BELOW QUANTITIES POSING A PHYSICAL HAZARD. SEE NOTES d & e BELOW.. THE RESIN SUPPLY IS ABOVE THESE AMOUNTS AND CONTAINED IN HOLDING TANKS IN A 2 HR FIRE SEPARATED CONTAINMENT STRUCTURE. SEE CONTAINMENT STRUCTURE UNDER SEPARATE SLIM AL,LOWAIR OUaANUTY PER OONXIROL AREA OF HAZARDOUS AT AL POSING : P Y i AL HA AMAlf , WJ LIP HEN TONA0 " ft& LO E%1 SVSTEMWts&Opem f"' AIJ1O AISLE Q;w Goo t Li,At fi" 16 al 01 d L i ti 9a ti ( bid fatt 0:011d pound ' U jai gaIia m I(pubit 40t. l l4 po i M ATEFt L CLASS E. EEi ED traa ' �t). fpwhda? ITT '.. (rowof � aaiandx A, Fri° :.'' 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STL WALLS L LL Q OF 8'-8" REINFORCED 8" CMU WALL; EAVES AT 18'-0", w/ MONOLITHIC PERIMETER FOOTING & SLAB ROOF: STEEL BEAM RIGID FRAME w/ PURLINS & ROOF DECK 1_0 MEAN BUILDING HEIGHT: >20' FT HT ADJUSTMENT FACT2A. PSF ROOF PITCH: 1 12 WIND STAGNATION PRESSURE: OVERHANG: 1" ENCLOSED STRUCTURE; WIND SPEED (3 SECOND GUST): 170 MPH; EXPOSURE: Q OCCUP. CATEGORY: II (MOST SEVERE) NET PRESSURE COEFFICIENT (C): -0,66: -0.35 OVERHEAD DOOR WIND PRESSURE: -45.84 : +35.9 PSF SHUTTERS: NO IMPACT RESISTANT ASSEMBLY: YES OCCUPANCY OCCUPANCY: GROUP F-1 (PLASTIC MOLDING), 2014 FBC SECTION 306.2 OCCUPANCY LOAD: 2014 FBC TABLE 1004.1.2 FIRST FLOOR: 25,000 sf F-1 ® 200 sf/PERSON = 125 OCCUP.. TOTAL BUILDING LOAD: = 125 OCCUPANTS ACTUAL OCCUPANT LOAD AT ANY TIME IS < 50 EMPLOYEES MEANS OF EGRESS MEANS OF EGRESS: 2014 FBC TABLE 1016.2 MAXIMUM TRAVEL DISTANCE: 250 FT FOR SPRINKLERED INDUSTRIAL OCCUPANCY F-1. EXISTING BUILDING HAS (20) 36„ WIDE MAN DOORS, (6) w/ EXIT SIGNS & PUSH PANEL EXIT DEVICES. MAXIMUM ACTUAL TRAVEL DISTANCE BACK TO EGRESS: 96 FT 0.2" EGRESS WIDTH PER PERSON. TOTAL OCCUPANT WIDTH: 125 x 0.2" = 25"; MIN. EGRESS WIDTH IS 32". ALL EXIT DOORS ARE 36" WIDE; TOTAL DIRECT EXIT WIDTH = 18'-0" > 25" @ GRADE FIRE SEPARATION 345 SF OFFICE SPACE IS < 10% GROSS FLOOR AREA. PER FBC 2010, TABLE 508.4, NO FIRE SEPARATION IS REQUIRED FOR THIS SPRINKLERED BUILDING. ALARM NOTES: FIRE ALARM SYSTEM EXISTS AND IS TIED IN WITH FIRE SPRINKLERS. GENERAL CONCRETE NOTES 1. MAIN SLAB & FOUNDATION ALREADY EXISTS & IF SLAB MUST BE CUT, ENSURE THE FOLLOWING: CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF NOT LESS THAN 3000 PSI ON COMPACTED OR UNDISTURBED, TERMITE TREATED SOIL w/ MIN. 6m] POLY. GENERAL REQUIREMENTS 1. ALL WORK TO BE AS PER FLORIDA EXISTING BUILDING CODE 2014 AND TO MEET OR EXCEED ALL APPLICABLE LOCAL REQUIREMENTS. 2. GENERAL CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE SITE PRIOR TO FORMALIZING A BID FOR CONSTRUCTION. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL LABOR, MATERIALS, UTILITIES, TESTING, WASTE REMOVAL, STORAGE, SECURING OF SITE, ACCOMODATION, TRANSPORT/FREIGHT AND ALL OTHER COSTS RELATED TO THE COMPLETION OF THIS PROJECT, UNLESS EXPLICITLY IDENTIFIED HERE. 4. OWNER IS RESPONSIBLE FOR ALL MUNICIPAL RELATED CHARGES SUCH AS IMPACT FEES AND WATER CONNECTION, EXCEPT BUILDING PERMIT FEES, WHICH ARE TO BE INCLUDED IN THE CONSTRUCTION BID. 5. GENERAL CONTRACTOR TO CHECK ALL DRAWINGS FOR ERRORS AND OMMISIONS AND BRING THEM TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING ANY WORK, OR ORDERING MATERIALS OF THE RESPECTIVE DIVISION OF WORK. IF SUCH ERRORS AND OMISSIONS ARE NOT REPORTED IN WRITING TO THE ARCHITECT, ANY RESULTING DAMAGES OR COSTS SHALL BE BORN ENTIRELY BY THE GENERAL CONTRACTOR. 6. ARCHITECT IS NOT RESPONSIBLE FOR THE GENERAL CONTRACTORS' METHOD OR MEANS OF CONSTRUCTION. 7. GENERAL CONTRACTOR IS TO KEEP SITE IN A CLEAN AND SAFE STATE CONSTRUCTION. ON BUILDING TURN -OVER THROUGHOUT THE COURSE OF C , GENERAL CONTRACTOR TO CLEAN ALL SURFACES SO AS TO BE FREE OF DUST, GREASE, STAINS, SCUFFS, ETC. 8. ALL WORK AND MATERIAL TO BE GUARANTEED BY GENERAL CONTRACTOR FOR ONE YEAR AFTER CERTIFICATE OF OCCUPANCY. R-19 BATT INSUL. ON TOP OF DROP CEILING. EXISTING WALL BRACES FOR LATERAL SUPPORT EXISITNG T-BAR GRID & A.C.T. 9'-0", 2X4 (25ga MTQ MAX. 24"O.C. FRAMED WALLS w/ 1 /2" PAINTED GYP. BIRD BOTH SIDES w/ R-11 BATT INSULATION. OFFICE FASTEN TO TOP PLT w/ �(2)TEK SCREWS, TYP. EACH BRACE END 9'-0"_TOP WALL FACTORY 4" VINYL BASE EXISTING CONCRETE FLOOR SLAB EXISTING OFFICE PARTITION SCALE: 1 /2"= 1'-O" NEW DOOR METAL THRESHOLD- °< 1 /2_ MAX. FINISHED EXTERIOR ° ° ° 'a EXISTING THRESHOLD DETAIL OUTSWING SCALE: N TS FILE COPY SCOPE OF WORK: 1. NO CHANGE TO INTERIOR LAYOUT & HVAC; 2. �(2)WATER HEATERS ADDED FOR SERVICE SINK & (2) LAVATORIES; 3. ELECTRICAL MODIFIED FOR NEW EQUIPMENT; 4. RESIN TANKS/CONTAINMENT STRUCTURE UNDER SEPARATE PERMIT; 5. INSTALL NEW OVERHEAD DOOR AS INDICATED; 6. THIS SET OF DRAWINGS ARE FOR THE BUILDING IMPROVEMENTS AS INDICATED, INCLUDING THE TANKS IN THE CONTAINMENT STRUCTURE UNDER SEPARATE PERMIT & THE CONVEYOR SYSTEMS; 7. REVIEWED & APPROVED SHOP DRAWINGS A7, A8 & A9 BY OTHERS FORM PART OF THESE CONSTRUCTION DOCUMENTS. 8. REVIEWED & APPROVED RESIN TANK SHOP DRAWING A7, A8 & A9 BY OTHERS FORM PART OF THESE CONSTRUCTION DOCUMENTS; 9. TANKS CONTAINMENT CONSTRUCTION DRAWINGS ARE ON A SEPARATE PERMIT. TFIEDC PLANS AND ALL RROPOSCD WOM4 , ARE SUBJECT TO ANY COMECTIONS REQUIRED BY P14D NSP6C FS THAT MAY BE N "EC@NAAIY M OROM TO r019CI WIT, I I A._! t PFl ApN_E CODES, i &. LL THESE DRAWINGS CONTAII ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE A LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. START DATE: 10.02.1 IN O.jREVI SION /I SSUEJ DATE &I 1ST -REVISION 101.05.1 2ND_REVISION CLIENT: FERRA TEX 20520 UNICO ROAD MCKENNEY, VA 23872 O �PtE t`P40 ADv eCAApCHITRELANNING LLC g 9, o�,AA-26002573 , ti VTR .�v uc -61-46 Raymond Chladny Licensed ArohiIt#A A002573 cov ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT LIGHT CLG MNT \J 3—WAY SWITCH $3 DIRECT WIRE PH LIGHT FIXTURE /Pl DIMMER SWITCH $p PHONE T PULL SWITCHLl,, 3—WAY SWITCH $4 T.V. /COAXIAL CABLE CONNECTION RECESSED LIGHT 110V OUTLET SMOKE DETECTOR ® RECESSED LIGHT V V HALF —HOT OUTLET m EXHAUST FAN VAPOR PROOF IW 220V OUTLET Qry� PANEL m FLOOD LIGHT rZ 220 GFI OUTLET qp EMERGENCY ® GFI 96" FLUOR SUSP.UTILITY FLOOD LIGHT W/ WP GFI OUTLET FI(P) BATTERY BACK—UP MOTION O SENSOR SWITCH ITT A / C DISCONNECTSIGN LIGHT FIXTURE LAY —IN, 48x24" C AERY BAK—UP GARAGE DOOR � LAY —IN, 24"x24" OPENER JUNCTION BOX O LIGHT FIXTURE / EXIT SIGN CITES r WALL MOUNTED FIRE EXTINGUISHER ® BATTERY BACKACK —UP w TYPE 2A 1OBC ❑X CIRCUIT NUMBER i EXISTING 8c DEMO FLOOR PLAN SCALE: 1 /8"=1'-0" sI LLLIECOL"'ItyYFFR salhTRjC,,, REyIERT;D FOR COih j r. TE;_i r, . SEE AT'C.aCE-Tj REVIER'E IrD THESE DRAWINGS CONTA3 ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE A] LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. W H W 0 v w START DATE: 10.09.' NO.REVISION/ISSUE DATE 1ST —REVISION 2ND—REVISION 01.19.1 CLIENT: FERRA TEX 20520 UNICO ROAD MCKENNEY, VA 23872 rC�A)�A!DVAN ARCH TUR • P NNING C /"1l'1�GV VLJJV I �{y�/ Raymond Chladny Licensed Architect #AA-26002573 Al B wtal, "ej �imw � � 0 0 O APPROX. FIRE SUPPLY PIP LOCATI N o' Fl- o c� m O � W W z W z O � I NOA OR FL# PRODUCT MODEL NUMBER MANUFACTURER GLASS ATTACHMENT METHOD DESIGN PRESSURES NOA: 11-1202.01 GARAGE DOOR SERIES PACT 800 STEEL ROLL UP WAYNE DALTON N/A 3/8" DIA THRU BOLTS W/ NUTS AT EACH JAMB BRACKET t47.OPSF P-1 p 4� tI x cfm I MAX. TRAVEL 1ST Ln DISTANCE: 96' i� UNISEX I J��_ • nI TANKLESSI EXISTING MAIN ELECTRICAL SERVICE & METER PACK I I NEW FOR KNOX BOX FIRE DEPT. KEY ACCESS I BOLLARD rNEW NEW 14'X14' OHD NEW BOLLARD I I 1 �I NEW 60A DIS ON.w/ L CORD & PLUG RECEPT 1 FOR TRUCK FEFRIDGE 76'-0" 141 RE NEW CONTROL PANEL A5 BUILDING GR SS FLOOR REA: 25,000 !IF FACTORY 8c WAREHOUSE I , I I ' I KEEP QLL EXIT SIGNS (3) OVER DpORS NEX TO CONVERYOR AS INDICATED. LEAVE EMERG. SPOT LIGHTS ARE LESS. I I / / / POWERED IIN-FEED ROLLER B D 94 —0 I II I I I I unuuw I nuullm IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I (IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II I IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII I IIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (IIIIIIIIIIIIIIIIII II IIIIIIIIII IIII II I wulluu ullnnnnlnnlnuu I nllnnlnuununllnn uuu I I N IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II I unw uunlnnlnnl IIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII III I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (IIII II I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III (IIIIIIIIIIIIIIIIIIIIII IIIII (III I IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII I � IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III (IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III IIIIIIIIIIII (IIII (IIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII MAX. TRAVEL NEW OWER FEED & ROLLER JED FOR PLASTIC MOLDING DISTANCE: 69' _ I — — — — — — — — — — — — — — — — — — — I ------------------= ------------�RESIN MIXER�I I' NEW LOAD CA ALYST \ r CONTROL i ® MIC ROOM 15 MAX. TRAVEL DISTANCE: 57' I ,I o, DEADBOLT THESE (3) o DOUBLE SAFETY MAN DOORS & REMOVE °%O SWITCH FOR (2) RESIN 5 THE HANDSETS 6 PUMPS & RESIN FIRE EXTINGUISHER MAX. TRAVEL TYPE 2A 1OBC i I DISTANCE: 64' TYPICAL I I I I I I I I I I I I I I I I I I I I I I I i I I I � I I I � I I I I � I NFPA MAX. TRAVEL DISTANCE IS 75'. WITH THE MANY EGRESS DOORS ALL ROUTES MIXER I 250 -0 BOLLARDS AROUND "'D CONTAINMENT & SERVICE PAD. THIS WORK ON SEPARATE NSTRUCTION PERMIT RESIN RESIN UMP1 +/-72'-0" SEE CIVIL DRWGS ......... O o Oo RESIN o AGITATOR AGITATOR a, ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT LIGHT CLG MNT �1 3-WAY SWITCH $3 DIRECT WIRE \/ 111 PH LIGHT FIXTURE r DIMMER SWITCH $D PHONE T PULL SWITCH L/ 3-WAY SWITCH $4 T.V. /COAXIAL CABLE CONNECTION RECESSED LIGHT iRN 'Y 110V OUTLET Qp SMOKE DETECTOR ® RECESSED LIGHT V HALF -HOT OUTLET m EXHAUST FAN ® VAPOR PROOF 220V OUTLET PANEL m FLOOD LIGHT 220 GFI OUTLET 96. FLUOR GFI EMERGEN CY FLOOD LIGHT W/ r� WP GFI OUTLET ep BATTERY BACK-UP 444 MOTION � p SENSOR SWITCH � A C DISCONNECT / LIGHT FIXTURE LAY -IN, 48"x24" EXIT SIGN w/ tz BATTERY BACK-UP w GARAGE DOOR LAY -IN, 24%24" OPENER JUNCTION BOX LIGHT FIXTURE 1�r WALL MOUNTED ` EXIT SIGN w/E-LITES tz FIRE EXTINGUISHER BATTERY BACK-UP w TYPE 2A 1OBC T_1ZX_1 CIRCUIT NUMBER o RESIN TANK 1 QO RESINPUMP2 o RESIN TANK 2 0 3 img SEE CIVIL PLAN CONTAINMENT FOP-D ATLON �✓ 1/2"C.W. INLET RELIEF VALVE GATE VALVE 3/4" CPVC TANKLESS H.W. OUTLET DRAIN PIPE WATER 1/2" TO OUTSIDE HEATER DISCHARGE LINE TO RUN THRU EXTERIOR WALL TO SAFE NON-PUBLIC EXTERIOR AREA WATER HEATER SCHEM. SCALE N.T.S. WATER SUPPLY DIAGRAM I NOT TO SCALE O to, I I I I �] It OFFICE v u I� I I NEW TANK LESS ELECT. WATER HEATER FOR EXISTING LA & S.S. e " —6 I I If;^ nL•1NS AND ALL RR 01POSSO ARE SUBJECT' TO ANY C RRBCTIONcj RLQUIRL'D BY P1E1.0 INSP iCXMS THAT ?JAY BE N`ECENAtW INO" TO C0' FV WITH ALL APPLIC E CODES. I EXIT EXIT I 10 REVISED FLOOR PLAN SCALE: 1 /8" V-0" 1. ALL SANITARY WASTE AND VENT PIPES AND FITTINGS SHALL BE PVC (SCHED.40 MIN.) OR D.W.V. (ASTM-D-2662). 2. COPPER �TQ ASTM-B-88),USED FOR HOT AND SOLD WATER LINES, USE TYP L" FOR UNDEFF�ZGROUND AND TYPE 'L ABOVE GROUND. PROVIDE DI -ELECTRIC COUPLINGS, AS REQUIRED, FOR CONNECTION TO DIFFERENT MATERIALS, SHUT-OFF VALVES AT FIXTURES, AND EQUIPMENT REQUIRING WATER SUPPLY. 3. ALL PIPES EXPOSED AT FIXTURES AND EQUIPMENT SHALL BE CHROME -PLATED. PROVIDE CHROME -PLATED ESCUTCHEONS AS REQUIRED. 4. ALL PIPING SHALL BE ACOUSTICALLY ISOLATED OR WRAPPED TO PREVENT THE TRANSMISSION OF SOUND INTO THE BUILDING. 5. ALL POTABLE WATER LINES SHALL BE FLUSHED AND MADE CLEAR OF DEBRIS, SCALE, GREASE, ETC., PRIOR TO CONNECTION WITH EQUIPMENT. 7. FLASH AND SEAL ALL ROOF PENETRATIONS. 8. CLEAN OUTS IN ACCORDANCE WITH F.P.C. 708.3.2, 9. TRAP PRIMERS IN ACCORDANCE WITH "ASSE 1018", PROVIDE UNIONS. 10. ALL PLUMBING WILL COMPLY WITH 2O14 FL EXISTING & PLUMBING CODE 11. ALL COPPER PIPING SHALL BE ISOLATED FROM CONTACT WITH OTHER METALS, CONCRETE OR MASONRY. 12. ENSURE DRAIN AND WATER PIPING FROM RE -LOCATED FIXTURES LEAVE) NO DEAD -ENDS, AS WATER OR WASTE COULD STAGNATE. 13. PROVIDIE SHOCK ARRESTING AIR CHAMBERS ON EACH QUICK CLOSING VALVE, INCLUDING ON WATER HEATER (IF IN CONTRACT), TO PREVENT "WATER HAMMERING". KEEP ALL VENT PIPES UNDER FLOOR SLAB; INSIDE WALL, CEILING ASSEMBLIES OR TIGHT TO WALL WHEN CAN BE CONCEALED INSIDE MILLWORK. ENSURE NO DEAD-END SAN. OR SUPPLY PIPES REMAIN IN FINISHED PLUMBING �,YSTEM, (TO AVOID STAGNATION & HEALTH ISSUES), EXISTING SUPPLY PIPE UNDER ROOF DECK I.TDSS NHL WATER _SUPPLY DIAGRAM __XHST A�nnt�b LL (772)631-57o9 AA26oO25-, THESE DRAWINGS CONTAD ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE A LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. START DATE: 10.09.15 NO.REVISION/ISSUE DATE 1ST -REVISION 01.05.16 2ND-REVISION 01.19.16 ZK3—RD-REVISION CLIENT: FERRA TEX 20520 UNICO ROAD MCKENNEY, VA 23872 �e OF FLO y�P , ADVANCED ARCHITEC E T' PLAN LLC -2 025 q Raantl Chlatlny Licensed Architect #AA-26002573 im 1 /4"x3"x3"x8" ANGLE CLIP BOTH SIDES NEW COLUMN w/ FULL WELDS ON ALL EDGES TO JAMB AND TO UNDERSIDE OF Z—GIRT NEW 14ga 80 STEEL CHANNEL JAMB CUT TIGHT TO U/S EXISTING TOP CHANNEL/BEAM VINYL BACKED INSULATION INTERIOR EXISTING GIRT. EXISTING PARTIAL END XISTING COLUMN C I ADDITIONAL STEEL BACKING & MOUNTING MEMBERS REQUIRED FOR NEW DOOR SUPPLIED & INSTALLED BY DOOR MANUFACTURER 1 13 EXISTIP 3 2 EXISTING GIRT. 210 3 ZD O NOT CUT 3 3 3 / 3 5 EXISTIP 3 TT....... �______�'— .1TT.TTT.T -------------- ...... ..........I ............. 5 �/ 3 �............ 8,,..WIQF . ............... . EPDXY SEAL POSED I........ ..... W/. #5..V w/, 6„ Do ..........I .......... EP '..'.'.'.... /' BAR ENDS,`\P. .............. EPDXY S ANCHOR; ............. ,I .............'. DO a .............'. OPENING NEW 14ga MASONRY *. - - CHANNEL. SEE DETAIL v 10' -0" 14'-0" NEW 14ga 3"x12" REINFORCED CMU WALL) TO 8'-8" AFF WALL_ FRAME SCALE: 1 /4"=1'-0" EXISTING SIDING 1/4"x3"x3"x6" ANGLE CLIP BOTH SIDES NEW COLUMN w/ FULL WELDS ON ALL EDGES TO JAMB AND TO UNDERSIDE OF Z—GIRT EXISTING TOP ROOF CHANNEL/BEAM. DO NOT CUT IN PLAN VIEW NEW COL. TO EXIST'G BEAM SCALL N.I.S. OVERHEAD DOOR MODIFICATION NOTES: 1. THE CONTRACTOR IS TO TAKE ACCURATE SITE DIMENSIONS PRIOR TO COMMENCEMENT OF FABRICATION DETAILS FOR NEW STEELWORK. FABRICATION DETAILS TO BE SUBMITTED TO ARCHITECT FOR COMMENT PRIOR TO FABRICATION. 2. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE STABILITY AND STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE. 3. CONTRACTOR TO PROVIDE TEMPORARY SUPPORTS PRIOR TO CUTTING AWAY EXISTING STRUCTURAL MEMBERS & ENSURE TO PREVENT OVERLOADING OF ANY COMPLETED OR PARTIALLY COMPLETED STRUCTURAL ELEMENTS. 4. ARCHITECT TO BE PRESENT ON SITE PRIOR TO COMMENCEMENT OF CUTTING NEW OPENINGS & EXAMINE TEMPORARY SUPPORTS; 5. NO VARIATION TO THE STRUCTURAL DETAILS SHOWN ON THIS DRAWING IS TO BE UNDERTAKEN WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. EXISTING SIDING NEW 14go 8x3 ST CHANNEL Jf 4" 0 STL. PIPE GUARD FILLED W/ CONC. JG COLUMN JG TIE BEAM STEEL FILLED CMU CELLS RTICAL DOWEL r1BED IN FTG w/ TRONG—TIE BOTH SIDES NEW SIDING & GIRTS CUT 4 BACK FOR NEW 4 3 OVERHEAD DOOR 3 REVISED PARTIAL- END WALL_ FRAME 4"0"0"xC ANGLE CLIP OVE & BELOW EXISTING ;T w/ FULL WELDS ON ALL 3ES TO CUT JAMB COLUMN STING 8" WIDE Z—GIRT )TCH NEW CHANNEL ) FIT AGAINST (ISTING Z—GIRT IN SECTION NEW COL. TO GIRT DETAIL SCALE N.T.S. REPAIR EXISTING STUCCO FINISH STEEL JAMB CHANNEL w/ MASONRY ANCHORS ® 24" O.C.V. SCALE: 1 /4"=V-0" SLAB EDGE EXISTING BELOW ;;TO 1/4"x3"x3"x6" ANGLE CLIP w/ FULL WELDS ON ALL EDGES TO JAMB AND UNDERSIDE OF Z—GIRT NEW 14go 8x3 STEEL CHANNEL JAMB EXISTING Z—GIRT NOTCH EXISTING Z—GIRT TO FIT INSIDE NEW JAMB CHANNEL SAME AS NOTCH NEW OVERHEAD DOOR ON OTHER OVERHEAD DOORS INSTALLED PER NOA GIRT TO 8" CMU, GROUT FULL STL ANGLE DOOR GUIDES (BY DOOR MAN UF.) GUIDE TRACK WEATHERSTRIPPING INSULATED O.H. DOOR IN PLAN VIEW NEW JAMB DETAIL SCALE N.T.S. THESE PL4NS AND ALL PROPOSSID WoaO : ARE SUBJECT TO ANY COnRaCTIONG REOUIReD BY PIELD MSPECTC RS J"HAT CLAY BE NECMAtY Its O#4 M TO COMPLY WITH ALL APPLICAKE CODE& EXISTING CHANNEL CUT OUT FOR NEW OHD 1/4"x3"x3"x9" ANGLE CLIP w/ -- ------ FULL WELDS ON ALL EDGES TO WELDED ANGLE CLIP TO _ TOP OF CMU CHANNEL & TO TO U/S +14' AFF I� UNDERSIDE OF Z—GIRT ABOVE GIRDER i NEW 14go 8x3 STEEL CHANNEL JAMB INSIDE L_ MASONRY CHANNEL STEEL JAMB CHANNEL FROM MASONRY RUN CONTINUOUS FROM SLAB TO U/S +14' AFF GIRDER, EXISTING CHANNEL ON TOP OF CMU WALL 1" LONG TACK WELDS AT 24"o.c. MASONRY CHANNEL TO NEW 14GA 8X3 STEEL CHANNEL JAMB, BOTH SIDES IN PLAN VIEW NEW CHANNEL TO TOP OF CMU Ala nill (772)631-5709 AA26o( THESE DRAWINGS CON ARCHITECTURAL SYMBI USED FOR GRAPHII PURPOSES ONLY. SIZ' LOCATION MAY VARY MEET MANUFACTUREI SPECIFICATIONS. DO NOT SCALE DRAWI ANY QUESTIONS ABO DIMENSIONS, CONTA( DESIGNER. START DATE: 04.f NO.REVISION/ISSUE D, 1ST —REVISION 106. 2ND—REVISION 107. CLIENT: FERRA TEX 20520 UNICO ROAI MCKENNEY, VA 238 SM ��pF FLOR�O y' ADVANCE RE& ARCH► ING LLC Licensed OHD JAMB DETAIL SCALE N.T.S. A3 30 AMP ZOS VAG 20 AMP I20 VAC, 3 PHASE IN SINGLE PHASE IN f f f T t t I I I I I I I I I I I FM1I V LI CATALYST TI � 17 DRIVE r� RIG I RID Esl-I E/STOP RED/WHITE 1 2 gGRg—I �LAGK GR3-2 0 10 2 10 s21 �I TI VFD 2 RE51N PR.IVE AY E2 sl IPV AIN GR�}-Z GR�2 K6I-1 MAIN POWER OFF/ON 3 OJ Pt53--1 1 12, I I 1 I Pf�3-2 PSI UE 1 12 I I I I KS2—I P�3-3 YELLOW I I2 112 I I I I I I I I I I I KS2-2 1 I P�i3-4 RED 12 12 s�l 3 4 AM2 GRg-2 10 G rD2—I CATALYST PUMP r - - - - 7 A RESIN PUMP ------------I--✓�(�J-+ - MOTS I r - - - - - - - - - - L •/•{�}-�- I —i r_-------r— •�•f�� r L----� _ -7 —I— T-4 I TWI •w2 � I L----I— 1 J J ----� P RESIN PUMP L Double —Throw I Nonfusible I —�~/'� switch I I----------SqWE L��,JJ-- MOOR DTT=I D L------T��•�Jrt L J I = PLI XI,A,XZ 6VI-1 RVI-1 G/NO G NI �Wl! P�i2-2 STET GRI-1 g 5 GR7—I g 5 GR5—I 9 5 GR8—I 9 5 GRG—I g 5 GI 14 K`/ 13 FIN, PL2 XI,�,X2 0 PL3 X1,�,X2 Ed, a PL5 X1,R,X2 MIXER CONTROL PONER L161T MAIN POWER C,ONTROL ALYST RESIN CONTROL CATALYST HPRE55URE ALARM LIGHT RESIN HIGH PRESSURE ALARM LIGHT YST ALARM LIGHT RESIN FLOW DISTUR�)ANGE ALARM LIGHT RESIN DISTUR$ANGE Yf Y SYSTEM ZEGIRGULATE & DISPENSE CONTROL CATALYST SOLENOID VALVE RESIN TIMER VALVE TIMER DISPENSE REGIRGULATE DISPENSE REGIRC,ULATE 60LENOIP VALVE VALVE TOTALIZER swI1TGH TE CATALYST DRIVE PI31-I PM-1 PL2 PL3 PSI-2 PP1L-2 0 0 AM I AM2 RESIN DRIVI EO O KS2 K53 K64 O O O 11iunuuU LUifun�i _I Z,—,, LL�II777 Funrni munnnn rmrm I. VPD TRIP RELAY WILL NEED TO %E SET TO AIO/v = 000%: FAULT. 2. REMOTE POTENTION METER CONTROL U6E5 A IOK ohm, 2 watt LINEAR TAPER POTENTION METER GONNEGTED AS SHOWN. (SPEED POT) 5, THE VFD WE USE ARE MOTORTRONIGS VGM SERIES. 4. PSI AND PSI ARE THE HIGH PRESSURE SWITCHES. 5. AVI 15 THE LIMIT SWITCHES ON THE THREE WAY VALVE FOR THE CATALYST. G. RVI IS THE LIMIT SWITCHES ON THE THREE WAY VALVE FOR THE RESIN. 7. THIS PUMP 15 IN A GLASS 1, DIVISION 2, GROUP D LOCATION. 8. FIRE ALARM HOOK-UP, THIS NEED TO CEO THOUGH ASET OF yPK�pF FLOR�O� pDVANC URE & . (� 'ARCH ItA I 4 PLANNING I �� _?g002573lob �w _D P WIRING LEeP .. DRFJJtER H N OONTAGTOR -flJ�o�Rt�AD ✓• NORMALLY OPEN CON •--• — NORMALLY OL OSL'SW 6a 1 ____s::ITOH —KEY SWITOH .L. ---F151 xrroN J� F/srop wrroN —�•---SviENOID H h PREAKER FOOT SWITCH "r PLIL swrrOH &---sTARTER —CONTROL RELAY S•—nr- vaaY •O•—coNrAcraR —AMP METER 0___pOILT LI6Hr SOLID STATE SENrz' r HEATER ® TERMINAL MZK IF INTE F:AOE OOPOHILL.ER CONTROL R � 6RA�lD m FLSE —WN21N6 —FIELD WIRIWv DY O • cON.ENTION c cr-O 0 LL , Z W N C7 U W 0 �I LL qq- LL I U Itcn M cd c � C:)O O A-7 I5 AMP IW VAG SINGLE P A9E IN T T I I 4 5 V AMP W& VA(, 3 PHA5E IN T T T I I I f1YDRAU1_I6 MOTOR W111TE f5LAGK X A X2 CONTROL POVVER STOP START ` PL3 1 16t1T SAFETY PULL SWITCH E/STOP f5UTrON 15UTrON MI-2 OJ 21 22 I 2 I 2 Al MI A2 I-tYDRAULIG CONTROL ES1 P#31 P>32 9(0 95 MI-1 XI X2 1') 14 S �PLI f1YDRA1_IG RUN LIGHT , I MI-2 I PURPLE XI R X2 HYDRAULIC MOTOR 97 , I �PL2 OVERLOAD LIGHT RV/OFF/FW Pi34 MIA-2 E -I FSI-I 551 Pf53 YELLOW 4 yr GRI I3 CONVEYOR MOVEMENT CONTROL 3 1 4 SSI-3 I 2 3 4 _L 3 4 SS1-4 BLUE GRI-2 %LK/YELLOW to 0 GRI-3 TDI-I RV/OFF/FW TDI-2 551 BROWN RED 12 g 3 14 661-5 Ole —L i5LUE 3 4 SSI-/ GRI-I I_3 9 5 1 3�4 661-4 EE "" ' " "4 ELECTRIC EYE 1� TDI I3 SAFETY DELAY START TIMER (10 SEC) i5Z ` 4 SAFETY START BUZZER & 1_I611T FR j SOt-I-I j FW I I FORWARD AND REVERSE SOLI-2 I SOLENOID CONTROL I RV I I I L----J ��i X� a )mX2 CONVEYOR RUN L1011T a ffR PSI-1 PL-I PL-2 PL-3 O O O PSI-2 ES -I O Pf�)2-I PL-4 SS-1 O O 8 Pf52-2 GI C/TDI/ Af5LE FLOW %TROL 2NTRO LED FLOW T B P A IF HYDRAULIC SOLENOILD OPERATED TANDEM DIRECTIONAL VALVE HYDRAULIC SYSTEM PIPING VVIRINa LEOENP f3RFAJCER H H CONTACTOR •{%1-0VEWIPAD ✓• NORMALLY OPEN CONTACT5 • -• — NORMALLY CLOSED CONTACTS 1 SWITCH KEY SWTTCM •�• PUSH MUTTON E/STOP PUTTOiN --�—SOLENOID •-I F• f BEAKER •f'FOOT SWITCH •� PU.L SWITCH �• PRE96I,RE SWITCH •—STARTER <O) CONTROL RELAY . TD F--TIME MAY /•aCONTACTOR AMP METER ��jjjj-�� POILT L16W <i�1---ELF6TRI6 EYE Q—>9 mp, ] TERMINAL BLOCK IF INTERFACE 6CP CHU ER CONTROL PANEL L- ORO" ® —FUSE -WIRING - - - -FIELD WIRING BY OTHERS • CONNENTION THESE PLANS AND ALL FROPOS5D WOR6� Q ) 50820 TOP NIP tA ARE SUBJECT TO ANY C0F@RBCTIOPI ; L, REQUIRED BY MELD INSPECWMS TI djj�MAY BE t4ECf%AOY M OADPR TO i-aCOURLY WITH ALL APPLICA LE CODES.5015W BOTTOM NIP SPR2—�/IG SI1AFfIOOB3� DRIVE SPROCKET 2-7/16 SHAFT U IOOBI4 IIMPER ShART 1-15116 SHAFT ~ C a z $015I2 MOTOR 1-1/7 SHAFT F V pF LOip�09 % CQ ppVANCED 1 - ARCHITECTURE & . . ; PLANNING LLC ; H p• AA.2600211 Q i %s ?;� - Er L _" � OC MWM —1 L.L Z W Q W w F•� cd N /4_4� A-8 COOLING UNIT ENLARGED FROM PAGE E=5 f�)Y OT IER�5 --_ =fl-- --_4r�♦&zn_— f�Y OTf1ER�5 WIRING UEOEI 6RPACER -i F• CONTACTOR -rt- OVERLOAD •% NORMALLY OPEN COI NORMALLY CLO60 601 SWITCH ?D KEY SWIT6H I\ �• PLFh 6UITON E/STOP ruTToN --,—SOLENOID •� F• PREgKER •-- FOOT SWITCH v PL.U_ SWITCH -(M —STARTER <F `—CONTROL RELAY { TD —TIME DELAY 'O•GONTACToR V MAP METER I 3 _POILr u6I1r 6UZZER -1,� HEATER X❑ TERMINAL MOCK IF INrERFAGE C.cP CHILLER CONTROL PA &Ra jNP —WIRING — — — —FIELD WIRING 6Y Oi • CONNENITION 0 IN 5 D Z C� Q L0 w U w w rNiq L~L THESE PLQJS AND ALL PROPOSSO WORK ARE SUBJECT TO ANY COffiFCT10tJS 7� to REQUIRED BY P19LO INSPECXAS THAT N p RAY BE NECeNAV IN ORDM TO COMPLY WITH ALL APPLICAME CODFI . cn Q ( cn cd t v� F--I U 11c GGP �UZ WATER PUMP w o OF FLO/��O � ` �r VANGEO iQ ;AP�NN ,G 1U0 A_9 /'1 �J� 2oj%Z513 GENERAL ELECTRICAL NOTES: 1. CONTRACTOR SHALL COORDINATE THE WORK WITH ALL OTHER TRADES TO AVOID ANY INTERFERENCE WITH OTHER WORK. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL LOCAL CODES AND ORDINANCES IN A FIRST CLASS MANNER'. AND ACCEPTED BY THE ENGINEER UPON COMPLETION OF THE JOB. 3. CONTRACTOR SHALL COORDINATE AND PAY (VIA THE BID) FOR ALL REQUIRED PERMITS, TESTS, INSURANCE (LIABILITY AND PROPERTY), AND INSPECTIONS. 4. DRAWINGS ARE DIAGRAMMATIC IN NATURE, SHOWING THE WORK TO BE COMPLETED. THEY ARE INTENDED TO SHOW A COMPLETE WORKING SYSTEM. ITEMS REASONABLYY INFERRED AS NECESSARY TO PROVIDE A COMLETE AND FUNCTIONING SYSTEM SHALL BE PROVIDED WHETHER SPECIFICALLY SHOWN OR NOT. ANY DISCREPANCEIES OR OMISSIONS IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE THE BID OR THEY WILL BE CONSIDERED PART OF THE BID. 5. CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED FOR THE COMPLETION OF HIS WORK 6. THE WORD "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS INDICATES THE CONTRACTOR SHALL BOTH SUPPLY AND INSTALL. 7. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITIERS LABELS WHERE APPLICABLE. 8. CONTRACTOR SHALL OBTAIN APPROVED SUBMITTALS PRIOR TO ORDERING. SUBMITTALS SHALL BE COMPLETE (ONE SUBMITTAL PER DISCIPLINE, E.G. ELECTRICAL, PLUMBING, ETC) AND PREPARED BY THE ELECTRICAL CONTRACTOR. INCOMPLETE SUBMITTALS WILL BE RETURNED WITHOUT COMMENT. ANY PRODUCT OR EQUIPMENT MAY BE SUBMITTED FOR REVIEW, HOWEVER ONLY ONE SUBSTITUTION PER ITEM WILL BE CONSIDERED. IF A SUBSTITUTED PRODUCT OR EQUIPMENT ITEM IS REJECTED OR DEEMED NOT EQUAL THE SPECIFIED PRODUCT MUST BE PROVIDED. ONLY ONE MANUFACTURER PER ITEM GROUP IS PERMITTED. 9. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW WORK INDICATED ONTHE DRAWINGS. IF A PROBLEM OR OMISSIONN IS ENCOUNTERED IN FOLLOWING THE DRAWINGS THE CONTRACTOR SHALL NOTIY THE ARCHITECT AS SOON AS POSSIBLE AND CEASE WORK ON THAT PORTION OF THE WORK UNTIL THE ARCHITECT HAS GIVEN NEW DIRECTIONS. 10. THE CONTRACTOR SHALL VISIT THE JOBSITE AND FAMILIARIZE HIM/HERSELF WTIH ALL CONDITIONS INVOLVING ELECTRICAL AND COMMUNICATION INSTALLATIONS AND MAKE PROVISIONS TO THE COST OF THE BID. ALL EXISTING ELECTRICAL EQUIPMENT (WHETHER SHOWN ON DRAWINGS OR NOT) TO BE VERIFIED AS EXISTING AND USABLE BY THE CONTRACTOR. 11. CONTRACTOR SHALL PROVIDE STRICT COORDINATION WITH NEW EQUIPMENT AND FIELD VERIFY THE EXACT FINAL LOCATION AND EQUIPMENT POWER CHARACTERISTICS WITH THE OWNER'S AUTHORIZED REPRESENTATIVE AND OTHER TRADES PRIOR TO CONSTRUCTION. 12. DRAWINGS ARE DIAGRAMMATIC - CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS FOR ALL DIMENSIONS. 13. WHERE NEW WORK CANNOT BE INSTALLED WITHOUT CHANGES IN EXISTING FACILITIES, OR SYSTEMS OR WHERE IT IS INICATED ON DRAWINGS TO REWORK AN EXISTING INSTALLATION, THIS CONTRACT SHALL INCLUDE ALTERATIONS TO EXISTING WORK AS REQUIRED TO INSTALL NEW WORK. ADDITONS TO THE CONTRACT COST WILL NOT BE ALLOWED DUE TO THE CONTRACTORS FAILURE TO INSPECT EXISTING CONDITIONS AT THE SITE OF THE WORK. 14. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM THE TIME OF OCCUPANCY. ANY DEFECTS SHALL BE CORRECTED INCLUDING ANY DAMAGE TO OTHER DIVISIONS OF CONSTRUCTION WITHOUT ANY ADDITIONAL CHARGE TO THE OWNER. 15. UPON COMPLETION OF JOB ALL UNUSED ELECTRICAL EQUIPMENT (WHETHER PREVIOUSLY EXISTING OR NOT) SHALL BE REMOVED FROM JOBSITE. THIS INCLUDES BUT IS NOT LIMITED TO UNUSED WIRE, CONDUIT OTHER THAN DESIGNATED SPARES, LIGHTS, ETC. 16. A SET OF "RED -LINED" ELECTRICAL DRAWINGS SHALL BE CAREFULLY MAINTAINED AT THE JOB SITE. ACTUAL CONDITIONS ARE TO BE PUT ON THE DRAWINGS IN RED ON A DAILY BASIS SO THE DRAWINGS WILL CONTINUOUSLY SHOW LOCATIONS AND ROUTINGS OF PIPING, DUCTS, GRILLES, VALVES AND ANY EQUIPMENT SPECIFIED ON THE DRAWINGS ARE TO BE PROVIDED. THE "RED -LINED " DRAWINGS SHALL BE USED BY THE ENGINEER FOR THAT PURPOSE. 17. ALL PENETRATIONS THRU RATED WALLS OR FLOORS SHALL BE PROTECTED WITH EQUALLY FIRE RATED FOAM, CAULK OR PUTTY. 18. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE. VERIFY CIRCUIT BREAKER SIZE WITH MANUFACTURES NAMEPLATE. 19. MAGNETIC MOTOR STARTERS SHALL BE COMBINATION TYPE WITH THERMAL OVERLOAD ON ALL PHASES, INTEGRAL FUSED SAFETY SWITCH, H-O-A SELECTOR SWITCH AND CONTROL TRANSFORMER. ALL MOTORS OVER 1/8 HP SHALL BE PROVIDED WITH THERMAL OVERLOAD PROTECTION. OVERLOAD PROTECTION INTEGRAL WITH MOTOR WINDINGS OR MOTOR CONTROLLER. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC WITH ALL RELAYS IN EACH HOT LEG. FRACTIONAL HP MOTORS SHALL BE EQUIPPED WITH TOGGLE -TYPE DISCONNECT SWITCH WITH THERMAL OVERLOAD. 20. PROVIDE GROUND FAULT PROTECTION ON ALL CIRCUITS SHOWN ON THE DRAWING WITH EITHER, GROUND FAULT INTERRUPTING BREAKERS, OR DEVICES. 21. ELECTRICAL SUB-CONTRACOR SHALL PROVIDE THE POWER COMPANY WITH COMPLETELY INSTALLED "AVAILABLE FAULT CURRENT" FORM. VERIFY REQUIRED A.I.C. FOR SERVICE ENTRANCE EQUIPMENT BEFORE ORDERING. 22. LOAD DATA IS BASED ON INFORMATION GIVEN DESIGNER AT THE TIME OF DESIGN. THE CONTRACTOR SHALL REVIEW NAMEPLATE INFORMATION AND MANUFACTURER SUPPLIED LITERATURE FOR ALL PIECES OF EQUIPMENT PRIOR TO ROUGH ELECTRICAL WIRING IN CLOSE COORDINATION WITH THE MECHANICAL CONTRACTOR. THE CONTRACTOR SHALL CHECK ALL EQUIPMENT FOR PROPER VOLTAGE, PHASE AND AMPERES RATING PRIOR TO INSTALLATION. CIRCUITS SHOWN ON PLANS ARE USED TO DETERMINE LOAD DATA AND PANEL SIZE. THE CONTRACTOR SHALL PROVIDE CIRCUIT ROUTING TO SUIT THE JOB CONDITIONS. 23. THE ELECTRICAL SERVICE AND DISTRIBUTION OVERCURRENT PROTECTION SHALL BE SELECTED TO COMPLY WITH N.E.C. 110-9 & 10. ELECTRICAL SYSTEM TO BE GROUNDED AS REQUIRED BY THE LATEST N.E.C. AND LOCAL CODES. 24. A TYPEWRITTEN DIRECTORY SHALL BE MOUNTED ON THE INSIDE OF EACH PANEL DOOR SHOWING CIRCUIT NUMBERS AND COMPLETE DESCRIPTION OF EACH CIRCUIT. 25. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND SWITCHGEAR. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. 26. ALL WIRING SHALL BE THHN COPPER, MINIMUM SIZE #12 AWG IN 3/4" MIN. CONDUIT. 27. CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: 208VB SYSTEM 480V SYSTEM PHASE SEQUENCE NEUTRAL - WHITE NEUTRAL - WHITE ABC, TOP TO BOTTOM PHASE A - BLACK PHASE A - BROWN LEFT TO RIGHT, FRONT PHASE B - RED PHASE B - ORANGE TO BACK. PHASE C - BLUE PHASE C - YELLOW GRD_CON - GREEN GRD.CON - GREEN 28. ALL WIRING SHALL BE IN CONDUIT, TYPE EMT WITH SET -SCREW CONNECTORS INSIDE, ABOVE SLAB, OR BX CABLE. USE TYPE ENT WITH WATERPROOF CONNECTORS OUTSIDE ABOVE SLAB, AND SCHEDULE 40 PVC WITH WATERPROOF CONNECTORS BELOW GRADE OR UNDER SLAB. CONDUIT PENETRATING SLAB SHALL BE SCHEDULE 80 PVC. GENERAL NOTES CONT HUED; 33. SWITCHES SHALL BE SPECIFICATION GRADE 125 - 277 VOLT 20 AMP. 34. WHERE SWITCHES AND RECEPTACLES ARE LOCATED SIDE BY SIDE, THEY SHALL BE INSTALLED IN MULTI -GANG BOXES WITH MULTI -GANG COVER PLATES, CUSTOM MADE IF NECESSARY. 35. EMERGENCY LIGHTING AS INDICATED, SHALL PROVIDE A MINIMUM OF ONE FOOTCANDLE ALONG THE PATH OF EGRESS.LIGHTING FIXTURE SUPPLIER SHALL PROVIDE FOOTCANDLE PRINTOUT TO VERIFY EMERGENCY LIGHT LEVELS. 36. GENERAL DUTY RECEPTACLES SHALL BE 15 AMP, SPECIFICATION GRADE, 125 VOLT NEMA 5-15R CONFIGURATION. 37. SINGLE APPLIANCE TYPE RECEPTACLES SHALL BE IDENTICAL TO GENERAL DUTY EXCEPT RATED AT 20 AMPS. 38. PROVIDE ALL 20 AMP RATED WHITE COLORED SPEC GRADE WIRING DEVICES UNLESS OTHERWISE NOTED, WITH WHITE SPEC GRADE PLATES, JUNCTION BOXES AND PLASTER RINGS AS REQUIRED TO FACILITATE THE INSTALLATION OF FLUSH OR SURFACE MOUNTED DEVICES AS NOTED AND AS PROJECT CONDITIONS WARRANT. 39. BALANCE ALL LOADS AT THE END OF PROJECT WITH ALL LIGHTS ON. 40. A 200# NYLON PULL LINE SHALL BE INSTALLED IN ALL EMPTY CONDUITS. 41. CONDUCTOR PULLING TENSION SHALL NOT EXCEED MANUFACTURER'S RECOMMENDATION. CONTRACTOR TO INSTALL EXTRA PULL BOXES AS REQUIRED TO MEET MANUF. REQUIREMENTS. 42. CONTRACTOR SHALL PROVIDE STRICT COORDINATION WITH NEW EQUIPMENT AND FIELD VERIFY THE EXACT FINAL LOCATION AND EQUIPMENT POWER CHARACTERISTICS WITH THE OWNER'S AUTHORIZED REPRESENTATIVE AND OTHER TRADES PRIOR TO CONSTRUCTION. MOTOR & SYSTEM SCHEDULE: -m-o-T-o-R SYSTEM HP AMPS DEMAND VA VOLTAGE PHASE REMARKS RESIN PUMP #1 5HP 17.5AMPS 6300 208 3 RESIN PUMP #2 5HP 17.5AMPS 6300 208 3 AGITATOR MTR 1 1HP 4.14AMPS 1490 208 3 AGITATOR MTR 2 1HP 4.14AMPS 1490 208 3 WATER PUMP #1 1HP 11.2AMPS 4032 208 220 1 WATER PUMP #2 1HP 11.2AMPS 4032 208 220 1 PS BRKR 4800 1 WATER HTR #2 30AMPS BRKR 4800 208 220 1 COOLING WTR PMP 15AMPS BRKR 400 120 1 COMPRESSOR SYST. 40AMPS BRKR 7500 208 3 WITH CHILLER CATA.MIX SYSTEM 30AMPS BRKR 1200 120 1 ON PANEL A CONVEYOR SYSTEM 30AMPS BRKR 6300 208 3 CONVEY.CNTRL.SYST. 10AMPS BRKR 1000 120 1 VACUUM SYSTEM 17.5AMPS 6330 208 1 3 TOTAL POWER LOAD: PANEL LC; 35,710/360 + 19,064/240 = 99.2A + 79.4A = 178.6A PLUS 1200 VA/240 ON PANEL 'A' = 5 AMPS 29. UNDERGROUND CONDUITS NOT UNDER CONCRETE SLABS ARE TO BE BURIED AT LEAST TWO(2FEET) BELOW FINISHED GRADE FOR CIRCUITS RATED 600V OR LESS. WHERE BOXES ARE TO BE MOUNTED ON OPPOSITE SIDES OF WALLS, A MINIMUM SEPARATION OF 24 INCHES SHALL BE MAINTAINED. NO -THROUGH BOXES ARE PERMITTED. 30. UNDER NO CIRCUMSTANCES SHALL FEEDERS OR SERVICES BE SPLICED. E.C. TO MAKE SURE THAT THE SPECIFIED FEEDER SIZE WILL FIT IN THE CONDUIT PRIOR TO INSTALLING THE CONDUIT, REPORT ANY DISCREPANCY TO ENGINEER. ` 31. PROVIDE JUNCTION BOXES AS REQUIRED AND FEED ALL LIGHTING CIRCUITS THROUGH APPROPRRI YtMAIN ANANQ I N SERVICE EONR R Y 32. JUNCTION BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADEDTFQBSRW6 �MM UNCHANGED FOOTING STEEL THESE PLANS AND ALL RROPOS5D WIOMK ARE SUBJECT TO ANY COBS HCTIONG R QUIRED BY P19LD INSPECTORS THAT UAY BE NErMASY IN OROM TO cou PLY WITH ALL APPLIChME CODES. EXISTING GROUND 0 SUPPLEMENTARY ELECTRICAL NOTES: 1. ALL LOAD CALLS TO BE CHECKED BY FLORIDA LICENSED ELECTRICIAN; 2. ALL WORK TO FLORIDA ELECTRICAL CODE & REQUIREMENTS OF FPL; 3. NO CHANGES TO EXISTING EXTERIOR LIGHTING & RECEPTACLES WHICH ARE ON HOUSE PANEL; 4. ONLY PANELS P-1 & P-10 HAVE CONDUCTORS PROVIDED WHICH FEED THE RESPECTIVE RESTROOM & RETROOM/OFFICE AREAS; 5. ALL OTHER PANELS HAVE NO FEEDERS OR BREAKERS; 6. PANEL 3 CHANGED OUT w/ 200A, 120/208V, 3-PH CONTROL PANEL SUPPLIED w/ RESIN OPERATING SYSTEM. USE EXISTING CONDUIT FROMMAIN SERVICE; 7. NEW INTERIOR SUSPENDED UTILITY, (2) 32W LAMP 8'-0" FLUORESCENT FIXTURES & INTERIOR SERVICE RECEPTACLES AS INDICATED OFF PANEL 2; 8. FOR RESIN OPERATING SYSTEM ELECTRICAL, SEE SHOP DRAWINGS A7, A8 & A9 BY OTHERS WHICH FORM PART OF THESE DOCUMENTS. 9. FOR TANKS & PIPING SEE SHOP DRAWING Al, RP1 & HCP1. 10. TANK CONTAINMENT CONSTRUCTION DRAWINGS WILL BE ON A SEPARATE PERMIT. 11. NO CHANGE REQUIRED TO SPRINKLERS OR FIRE ALARM SYSTEM; 12. CONNECT REMAINING EXIT SIGNS & EMERG. SPOTS TO PANEL 2; EXISTING PANEL P-2 MAIN BUILDING PANEL 20OA2 M.L.O. 22,000 A.I.C. SURFACE MOUNTED LOCATION: 120 208V, 3PH, 4W LOAD CENTER ITE -OR -G.E. -OR- 8Q. "D" CIRC. WIRE COND. BKR. SERVES LOAD kV/A SERVES BKR. COND WIRE CIRC. A 0 B 0 C 0 1 2 30 CATALYST MIXING RM 2.8 4.0 - - - - - - DISCONNECT FOR TRAILER REFRIDGE EXTERIOR PLUG-IN X60 1 6 2 3 --- 2.8 4. --- 4 5 12 3 4 20 SERVICE RECEPTACLES --- _ 1.0 4.0 6 7 12 3 4 20 INTERIOR LIGHTS 0.6 0.6 - - - - - - INTERIOR LIGHTS 20 3 4 12 8 9 12 3 4 20 INTERIOR LIGHTS - - - 0.6 0.6 - - - INTERIOR LIGHTS 20 3 4 12 10 11 12 3 4 20 EMERG. LIGHT --- 0.6 0.4 ITS 20 3 4 12 12 13 12 3 4 20 AT HEATER ER 1.1. 8 --- -- WATE HEAT" 20 3 4 12 14 15 E SURE,-, 16 17 SPAR PA E 18 19 SPARE SPARE 20 21 SPARE SPARE 22 23 SPARE SPARE 24 25 SPARE SPARE 26 27 SPARE SPARE 28 29 SPARE SPARE 30 31 SPARE SPARE 32 33 SPARE SPARE 34 35 SPARE SPARE 36 37 SPARE SPARE 38 39 SPARE SPARE 40 41 SPARE SPARE 42 TOTAL LOAD: 5.2+6.4+3.4+4.6+1.6+4.4=25.6kVA / 0.360 = 125.5 A SUPPLIED w/ RESIN OPERATING SYSTEM LOAD CENTER PANEL (LCP) 200A, M.L.O. 10,000 A.I.C. SURFACE MOUNTED CIRCUITS PER SYSTEM LOCATION: 120 208V, 3PH, 4W LOAD CENTER ITE -OR -G.E. -OR- 8Q. "D" CIRC. WIRE COND. BKR. SERVES LOAD kV/A SERVES BKR. COND WIRE CIRC. A D B 0 C 0 1 12 3 4 3 20 AGITATOR MOTOR 1 0.3 0.3 - - - - - - AGITATOR MOTOR 2 3 20 3 4 12 2 3 --- 0.3 0.3 --- 4 5 12 3 4 --- __- 0.3 0.3 6 7 2 20 TANK 1 WATER PUMP 0.4 0.4 - - - - - - TANK 2 WATER PUMP 2 20 3 4 12 9 - - - 0.4 0. --- 10 11 12 3 4 2 20 COOLING WATER PUMP --- 0.4 4.0 HEAT EXCHANGER A 2 40 3 4 8 13 0.4 4.0 - - - - - - 14 15 8 3 4 2 40 HEAT EXCHANGER B - - - 4.0 2.7 --- HEAT EXCH. COOLING 3 40 3 4 8 16 17 - - - - - -- 4.0 2.7 18 19 8 3 4 3 40 RESIN STATIC MIXER 2.7 2.7 --- --- 20 21 --- 2.7 1.1 --- CATY RESIN PUMPS 3 30 3 4 10 22 23 --- --- 2.7 L1 24 25 12 3 4 20 CATY/RESIN LITES,CNTRL 0.7/1.1 - - - - - - 26 27 12 3 4 20 RESIN MIXER CONTROL - - - 0.7 1.6 - - - CONTROL PANEL 12 28 29 12 3 4 20 CONVYR LITES,CONTROL --- __- 0.72.1 VACUUM SYSTEM 3 30 10 30 31 10 3 4 3 30 CONVERYOR HYD. MTR 2.7 2.1 - --- %34 32 33 --- 2.7 2.1 --- 34 35 - - - - - - 2.7 - SPARE 36 37 SPARE - - - - - - --_ SPARE 38 39 SPARE --- ---I - __ SPARE 40 41 SPARE --- I ---I - I SPARE 42 TOTAL LOAD: 7.2+10.6+10.8+8.2+10.8+10.2=57.8 / 360 = 160.5 A SUITE#2 SUITE#3 SUITE#4 SUITE#5 SUITE#6 SUITE#7 EX ST N G SUITE#8 ELECT. SUITE#9 SUITE#10 RISER D AG, N.T.S. �v �,ai-.S?OA AA2i THESE DRAWINGS C ARCHITECTURAL SYl USED FOR GRAF PURPOSES ONLY. I LOCATION MAY VA.1 MEET MANUFACTUI SPECIFICATIONS DO NOT SCALE DRj ANY QUESTIONS A DIMENSIONS, CON' DESIGNER. �W 0 U w START DATE: 1 NO.REVISIONASSUEI- 1 ZZ1 12ND-REVISION I CLIENT: FER..A TE 20520 UIVICO RC MCKE) VA `� V c' ADVANCED ARCHITECTURE 8 • : PLANNING LLC AA-26002573 `-�D l�G Raymond Chladny Licensed Arohitecl AAA-280( El IIIIIIIIN EXISTING 1600A MAIN SERVICE O O O 120/208V 3—PH 100,000 A.I.C. 200A I 20 2 CIRC. 2 CIRIR 1—PH 1—PH SUITE#1 SUITE#2 FOOTING STEEL �XISTING GROUND EXISTING WIRING TROUGH/GUTTER 20PHC �) I �41 OPHC I? OCIRPHC I? OCIR PH SUITE#4 SUITE#5 SUITE#6 CHANGE P-3 OUT FOR NEW LCP FROM RESIN OPERATION SYSTEM SHOWN BELOW SUITE#7 & i ic.i icy �%,,, 200—PHC.I �j RC.1 OPH 2 Cl �42 CIR 1 1200A PIHC.I 1—PH SUITE#8 SUITE#9 SUITE#10 HOUSE 200A DISCONNECT SEE PANEL DIAGRAM E-1. fJ I`1�11 11. I� ICI i[7 iil.�� IIIU�� I �1' � I11-■■ ISo — Sin t I� So L_OAP CENTER TANK 1 LOAD CELLS CROSS 1 2 3 4 N T 18300 ,.,. .NP lb AGITATOR TANK 1 AUTO/OFF/MAN SS1 AGITATOR AGITATOR RUN jFL4 PL3 OAMl • TANK I AGITATOR AMPS HEAT EXCHANGER CONTROLS TANK i AUTO/OFF/MAN IS SS4 TANK 1 HEAT EXCHANGER PUMP RUN OPL9 G AM3 TANK 1 HEAT EXCHANGER PUMP AMPS TANK 1 TEMPERATURE READOUT TANK 1 HIGH TEMPERATURE OPL15 3 PHASE GOOD © PL2 120VAC GOOD OPL1 TANK 2 LOAD CELLS GROSS 1 2 3 4 NET 18300 TMS lb NTER�AGE SOX AGITATOR TANK 2 AUTO/OFF/MAN sSS2 AGITATOR AGITATOR RUN OVE LOAD ply PUS O AM2 RR), TANK 2 AGITATOR AMPS HEAT EXCHANGER CONTROLS TANK 2 AUTO/OFF/MAN s SS5 TANK 2 HEAT EXCHANGER PUMP RUN O PL10 AM4 0 TANK 2 HEAT EXCHANGER PUMP AMPS TANK 2 TEMPERATURE READOUT TR2 65 ©® TANK 2 HIGH TEMPERATURE OPL16 HEAT EXCHANGER HEATING/F/ACOOLRING SSS3 H EATING COOLING ON vO PLB AM2 AM2 a HEAT RUMPANGER HETILLER 8NR AM2 AM2 HEAT EXCHANGER HEAT EXCHANGER HEATING UNIT A HEATING UNIT B HEAT EXCHANGER TEMPERATURE READOUT 65 0® TR3 HEAT EXCHANGER TEMPERATURE ALARM OPL17 RESIN TANK 1 LEVEL ALARM SYSTEM LOAWLALRML HI AGIuRM L OPLit O PL12 AL O BY-PASS BUZZER KSI O BZ1 RESIN TANK 2 LEVEL ALARM SYSTEM LOALARM l HI AALARRMVEL PL13 PL14 ALAROOFF, o-PASS BUZZER l KS2 . BZ2 „OUTS PE. Off: GONTR OL PANEL„ ELE -./T. RJSER • �i NIL.aN.11x` I CC 7r1� t•11 • r r ilm [I T61 T62 T63 I EI s T64 THESE PLANS AND ALL RROP095D wont, ARE SUBJECT PO ANY CORtiECTlONlG REQUIRED BY PJEL© fNSPrLCXMS Ti AT f4AY BE NEC@9160y IN OIRDM TO COMPLY WITH ALL APPLICAOLE CODES. bbbbb8 e ® O ® bbbbbb e O O OCR144 O OOQ Q T(h 1"G(o )IIN�51PE OE OONTTROL PANEL" THESE PLQ1S AND ALL PROPOSSO WORK ARE SUBJECT TO ANY COMECTION® REQUIRED BY MILD INSPHCW MS THAT UAY BE NECI NARY IN Ut#M TO D A G .. COMPLY WITH ALL APPLICABLE CODES. N.T.S. � �✓ j r airy . A C-`Rl' EC Tt:l _ ILL (772)631-5709 AA26002573 THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AN LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. J W U ry W LL 1� r 1 rTl �iOyl u < > OF� START DATE: 11.02.15 NO.REVISION/ISSUE DATE 0 1 ST_REVISION 2ND—REVISION 3RD—REVISION CLIENT: FERRA TEX 20520 UNICO ROAD MCKENNEY, VA 23872 sFAi OF FL A,Q.• ED PpN RE � ,• H- • 1325T31.4u �^ IXN-2� RaymbATdliiad Licensed Architect - 6002573 EXHST UNISEX • P-2 ANEW TANKLESS ELECT. WATER HEATER FOR EXISTING LAV & S.S. EXISTING MAIN ELECTRICAL SERVICE & METER PACK I I I I I I I I I LA i✓ P-211 USE P-2. FOR EQUIPMENT ( NEW WALL MNT \ MOTION SENSOR w/ MANUAL SWITCH P 2 1 1 I I i I I i I I I i I I P 0 NEW WALL MNT i MOTION SENSOR w/ 1 MANUAL SWITCH P-2 NEW RECEPTACLE o; P�P-2 P-2 P-2 ��rrr 11 © 11 EXIT 4 6 P-2 NEW 60A DISCON.w/ I t CORD & PLUG RECEPT 2 FOR TRUCK REFRIDGE NEW RECEPTACLE NEW CONTROL r PANEL A� t 1W 4-p t 41�1 P-4 tw P 5 4_� t LAJD 4-P-6 t P-7 I T 11 P-2 11 FIRE EXTINGUISHER 11 P-2 ® 1M P-2 P-2 P-2 TYPE 2A 1OBC P-2 TYPICAL I I 1 I I CHANGE P-3 OUT FOR NEW LCP FROM RESIN I OPERATION SYSTEM ® I ® I ®I P-2 1, P-2 1 P-2 1 P-2 I P-2 I 1 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I III I I I P-2 BUILDING GROSS ' i111 FLOOR AREA: i i 25,000 SF r i !I FACTORY & 1 WAREHOUSE I I I I � 1 I i I i I j I i I 11 I ' I P-2 1 1 1 1 I I I 1 1 i I I NEW CLG I II I SUSPENDED'I, I I P �12 P I12 MOTION SENSOR 1� it j ------ i.------__---POWE E IN -FEED --- - j ---- - ; j -- i i � I I 1 I I I I i ROLLER BED I I I I 1 1 IG LCP 1 1 f I I 1 1 1 31 33 35 i 1 I 1 I I P-2 I P-2 NE I POWER FEED & ROLL Ri BED FOR PLASTIC MIOLDING © LCP II P-2 2 P-2 NEW LOAD ®CATALYST L® RE N MIXER CP I P� 2 CONTROL LCPI NI P1 2 P❑2 P-2 MIX ROOM LC 19 21 P-2 ® ' P-2 1 1 P-2 NEW RECEPTACLE i DOUBLE SAFETY SWITCH FOR (2) RESIN PUMPS & RESIN MIXER lo, Ip1 ,01 b 5 O CP 6ESIM PUMP2 7 RESIN TANK 1 RESIN TA® 0 0 • I A 0 ®3 LCP Q Z OLCP ° ® LCP ® O � w a x x AOIT TOH AeITAT°N x p 2 O O W II CP 9 3 J.e II NESINPUMPI g 4 J.B. 2 4 o BOLLARDS AROUND CONTAINMENT & SERVICE PAD. THIS WORK ON SEPARATE CONSTRUCTION CONSTRUCTION PERMIT SEE CIVIL PLAN CONTAINMENT FOR LOCATION P-2 30 32 34 0VACUUM) QVQTI=M 88 11 P-2 .11 P-2 lia�3 2 1 :e P-9 EXIT EXIT OFFICE P-2 ©2 F F NEW WALL MNT i MOTION SENSOR wl i MANUAL SWITCH i I Irk I r • _XHST ALL ELECTRICAL CIRCUITS HEREJI ARE FROM PANEL 1i & TO Q REMAIN AS EXISTING I -21 I NEW TANKLESS ELECT. I WATER HEATER FOR i EXISTING LAV & S.S. i I I I P-2 I I I I i i I i l i l I II THEC21 PLANS AND gli44R�ROPOSID WOMK ARE SUDJECT TO ltlYl COP*9ECTJONG RECUIR D BY PISL NSPHCX7A& TH MAY BE NECE9B 40 IN QROM TO COMPLY WITH ALL APkIChDLE CODES. I i I I I I ELECTRICAL PLAN FIL!COPY I i I IP-2 I P-2 P-2 11 P-2 ® 1u EXIT I 10 SCALE: 1 /8"=V-0" 0SEE LEGEND PAGE E=4 THESE DRAWINGS COI ARCHITECTURAL SYMB USED FOR GRAPHI PURPOSES ONLY. SI2 LOCATION MAY VARY MEET MANUFACTURE. SPECIFICATIONS. DO NOT SCALE DRAW ANY QUESTIONS ABC DIMENSIONS, CONTAI DESIGNER. START DATE: 10. NO.REVISION/ISSUE D 0 1ST —REVISION 01.1 2ND—REVISION 3RD—REVISION CLIENT: FERRA TE)S 20520 UNICO ROA] MCKENN9)-,XA 23£ sru - . r ADVANCED ARCHITECTURE & • PLANNING LLC I 7;. AA-26002573 • i �C/S i _ rl • .7.��i R&04 Chl tlny� Licensed Architect 4AA-2600257 E3 Tk LEGEND TEO PAGE E=3 0 5 HP hazardous location resin pump motor. This will need to have a Non -fuse safety switch installed This pump will be hooked to a Double Throw 5ofety 5witch,(Please see note NI) This is for Tank I / Pump I - Please see drawing 5M-1/o97-111-4-A7 - 5 Hp ' 05v / 3 Phase / 175 FLA A RPM Oounter for hazardous location and need to be wired with 3/Oonductor 15 AWG shielded cable. This wi I I need to hooked to terminals I-IZ-3 in Interface A9 on the Static Mixer. Th i s counter is for Tank I / Pump 1. Please see shop drawing 5M-1G97-II14-A7. OZ 5 HP hazardous location resin pump motor. This will need to have a Non -fuse safety switch installed. This pump will be hooked to a Double Throw Safety 6w i t ch, (P I ease see note NI) This is for Tank 2 / Pump 2 - Please see shop drawing 5M-107-III4-A7 - 5 Hp 205v / 3 Phase / 17.5 FLA RPM Counter for hazardous location and need to be wired with 3/Conductor 15 AWG shielded cable. This wi I I need to hooked to terminals I,4-15-1/v in Interface A9 on the Static Mixer. This counter is for Tank 2, / Pump 2. Please see shop drawing 5M-1(a97-III4-A7. NI This is a Double Throw Safety Switch, 30A,'Z40VA6 that wiII tie the Static Mixer A9 terminals 6-7-5 to the 2 resin pumps #1 & #2. Tis switch is I ike a Square D DTU321. HP hazardous location agitator motor Tank I. This will need to have a fusible safety switch installed. This motor will be hooked to terminals I-2-3 in InterFace-1 on load center control panel. This motor is 205 Volt three phase. Please see drawing E5. I H p. 205 Volt / 3 P h a s e/ ,4.14 FLA ® 1 HP hazardous location agitator motor Tank 2. This will need to have a fusible safety switch installed. This motor will be hooked to terminals 4-5-4 in InterFace-1 on load center control panel. This motor is 205 Volt three phase. Please see drawing E5. I Hp. WE? Vo I t / 3 Phase / 4.14 FLA 12 These are junction boxes for the load cel I hook-ups. Number II is for Tank I and 12 for Tank 2. This is in a Glass I Division II Group D location. this will need to be supplied. 3 These are the load cells for tank 1, they will need to be hook-up as follows: Link the + EXCITATION (30) to the + SENSE (29) from t h e interface I load center control panel to the GREEN + EXCITATION from t h e the load cel Is. Then I ink the - EXCITATION (2-4) to the - SENSE (25) from the interface I load center control panel with the t�LAOK - EXCITATION from the load cel Is. Now hook the + 61ONAL (2-v) from the interface I A-5 to the WHITE + 61ONAL wires from the load cel Is. Last hook the - SIGNAL (25) from the interface I A-5 to the RED - SIGNAL wires from the load cel Is. The shields hook up to terminal 27 in Interface I load center control panel. Electricians should be careful when wiring the cells to the junction box 11, the 9 foot wires are made up inside the cells and can be twisted off - The cells wire from Interface I load center control panel to junction box 12. This will need to be ran in General Cable/Carol brand # 0 047A. The terminals are Zq-25-Z/v-27-28-29-30 for the resin tank . The cells are intrinsically safe with 65A,FM, and OE approved. Please see drawing E5. These are the load cells for tank 2, they will need to be hook-up as follows: Link the + EXCITATION (37) to the + SENSE (:/6) from the interface I load center control panel to the GREEN + EXCITATION from the load cel Is. Then I ink the - EXCITATION (31) to the - SENSE (32) from the interface I load center control panel with the i5LAOK - EXCITATION from the load cel Is. Now hook the + SIGNAL (33) from the interface I load center control panel to the WHITE + 61GNAL wires from the load cel Is. Last hook the - 510NAL (35) from the interface I load center control panel to the RED - SIGNAL wires from the load cel Is. The shields hook up to terminal 34 in Interface I load center control panel. 0 I HP TEFL tank I water pump. This motor will hook to terminals 7-5 in InterFace-1 on load center control panel. This is a 205 volt single phase motor. Please see drawing E5. I Hp. 205/220 Volt / 5 i ng I e Phase / 11.2 FLA ® I HP TEFO tank 2 water pump. This motor will hook to terminals 9-10 in InterFace-1 on load center control panel. This is a 205 volt single phase motor. Please see drawing E5. 5 I Hp. 205/220 Volt / 5 i n g I e Phase / 111 FLA OThese are RTD (Resistance Temperature Devices) that wire out of Interface I on load center control panel Interface I terminals A -A, F-F, G-G for resin tank (- These sensors wiII be ran in General Cable/Carol J3rand # (,K47A wire. These sensors are in a (,loss I Division II Group D location as per NE6-7050 -2. The RTDs are a simple apparatus. Please see drawing E5 & EG- ® These are RTD (Resistance Temperature Devices) that wire out of Interface I on load center control panel. Interface terminals i3-13, H-H, 1-1 for resin tank 2. These sensors will be ran in General Cable/Carol brand # 66047A wire. These sensors are in a 61ass I Division II Group D location as per NEC-70-504-2. The RTDs are a simple apparatus. Please see drawing E5 & EG- OThese are RTD (Resistance Temperature Devices) that wire out of Interface I on load center control panel. Interface terminals C-C, D-D, E-E for heat exchanger. These sensors will be ran in General Coble/Carol Brand # 6�047A wire. These sensors are in a 61 ass I Division II Group D location as per NEC,-70-504-2. The RTDs are a simple apparatus. Please see drawing E5 & E/o. 0 These are (2) 105/120 Volt / 40 Amp / 2 pole water heaters A and if5 that wire from Interface I load center control panel. Heater A wi I I hook to control panel terminals 13-14 & f5 wi I I hook to terminals 15-16. These will need a fusible disconnect switch. Please see drawing E5_ Electricians should be careful when wiring the cells to the junction box 12, the 9 foot wires are made up inside the cellsand can be twisted off The cells wire from Interface load center control panel to junction box 13. This will need to be ran in General O a b l e/Caro I f5r a n d# 6047A. T h e terminals are f o r t h e resin tank 2. The cells are intrinsically safe with GSA, FM, and OE approved. Please see drawing E5. This is the catalyst mixing room system, it will need to be feed with 30 amps of I20 volt single phase. This is the conveyor system, this unit will need to be feed with 30 Amps of 205v 3 phase and 15 Amps of 120v for control power. 5 Hp. 205v / 3 Phase / 175 FLA - See Drawing 6P-1(97-III4-A5. This is the Vacuum system, this unit will need to be feed with 30 Amps of 205v 3 phase. 511p.205v /3Phase /17.5FLA A5 This is the main control panel for the bulk resin storage system. Please see drawing E5 & EG. This is Interface A-9 for Static Mixer. This will need to be feed from control panel with the breakers that are provided. The 3 pole 40 Amp breaker will hook up to terminals I-2-3 and a single pole 20 Amp breaker to A with 5 being the neutral, Terminals 6-7-5 in Interface A9 will hook to the Double Throw Switch #NI. Terminals 9-10 can be hook to a noraley closed set of contacts in your fire alarm system. If not used just jump these together. Termi na I s II-Z-13 & 14-15-1� i n Inter face A9 p I ease see notes #IA & #2A, these need to be wi red w i t h 3/Conductor 15 AWG sh i e I d e d cab I e. Please see shop drawing 5M-107-1I14-AT © This is the load center for the system, it will need to be feed with 200 amps of 120/205 volt three phase. Chiller control wires from Interface 1 on load center control panel, terminals 20-Z1-22-23 will wire to 66P terminals The main power to this unit is from terminals 17-15-19 on load center control panel to LI-L2,-L3 in the COP. This Unit is fed by 40A & 15A, 205V, 3phase power. A fusible disconnect switch will be needed for this. The chi I ler water pump wires from Interface I load center control panel, terminals II-IZ to G6P terminals 5-(o- Hook-Up are as f o I lows: 11=5; 12=61- 17-LI; 18=L2; 0=L3; 20=1; 21=2; 22=3; 23=q. Please see drawings E5 and shop drawing f o r t h i s c h i l l e r o n HE-0437-111.4-A9- THES€ PLMS AND ALL RROPOSGD WORK ARE SUBJECT TO ANY ConflECTlONo REQUIRED BY PNL® INSPEMAS THAT GQAY BE NECENA4111Y IN OROLM TO CMFRLY WITH ALL APPLICABLE CODES. \ \RCH't"""Tt.:F \ 4 'e & V� THESE DRAWINGS CO: ARCHITECTURAL SYMI USED FOR GRAPH PURPOSES ONLY. SI', LOCATION MAY VAR) MEET MANUFACTURI SPECIFICATIONS. DO NOT SCALE DRAY ANY QUESTIONS AB DIMENSIONS, CONTE DESIGNER. START DATE: 1( LLB 1 1ST_REVISION 2ND_REVISION CLIENT: FERRA TE 20520 UNICO RO MCKENNEY,VA2 W POV �GtkIRE & E4 "Ta rr 15 AMP M2 T 2 �h 4 ~ • 15 AMP GI ^ 7 9 H 15 AMP G2 ^ 7 40 AMP 64 ^ IZ 14 ^ 40 AMP 65 15 17 40 AMP 16 15 ^ 20 15 AMP 01 ^ II ^ 13 I5 AMP ^ 19 �1 3 PHASE 23 4 RELAY 5 PHI PHI -I AMI 15Y OTHERS - 2 � --- AM2 i3Y OTHERS IF -I i3Y OTHERS AM3 IF -I 7 �/ - - - - - I HP WANKPI -- - - - - - Ol WATER PUMP AMA IF -I P5Y HERS OT 9 ✓ ----- HP TANK 2 WATER PUMP f5Y OTHERS — AM6 IF -I - 13 - - WATER HEAT 14 - - - _ - HEAT EXCHANGER A HEATING AM7 IF -I F?Y OTHERS _ HEAT v IS _ Wr1T EXCHANGER 16 — — — — — -: HEATING 6Y OTHERS HEAT EXCHANGER COOLING AM5 IF -I CONTROL UNIT T 17 - - --�• �- - LI 15 - - -✓.� - LZ AM5 IF -I 15Y OTHERS - T—� 12 � I �� 1 I I I I I I I I I I I L 5 I D L — 6 ATM FM SEE DRAWING flE—I6�57-III-4—A5 I � ' 2 PLI XI W � X2 GRI-I TDI-I 9 5 I 3 ssl-I 63 •� SSI-2 GI -I 3 4 64 MI-2 6RI-2 TD2-I 10 6 1 3 ss2-I 63 e-L� S52-2} 64 M2-2 ' PL3 XI ' '. PL4 XI,R�"X2 N CONTROL POWER LIGHT PHASE CONTROL RELAY PHASE LIGHT MI -I TANK I AGITATOR CONTROL TANK I AGITATOR M2-I TANK 2 AGITATOR CONTROL TANK 2 AGITATOR NOVERLOAD LIGHT 0 HEATING 4 663---I 13 GR2 14 HEAT •I• EXCHANGER COOLING CONTROL 3 q SS3-2 13 GR3 14 GCP� GR6—I GGP �IF— - 20 �IF�—�I ZI `—� 9 5 EXF�GHANGER IF -I GGP 124V GGP IF -I GOOFING SYSTEM CONTROL 6 14 plaLL THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AN> LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. GR4 HEAT J —✓ G3 EXCHANGER 9 5 WATER PUMP LL GR2-I TGI-I HEAT W J 9 5 4✓ 3 13 GR5 14 EXCHANGER U HEAT CONTROL GR3—I TG2-I �. ✓ HEAT W 9 5 4 31 GR6 14 EXCHANGER GR5—I COOLING CONTROL G4 HEAT 9 5 EXCHANGER W HEATING GONrAGroRs � GR5-2 I HEAT l0 6 XI 0 X2L7 EXCHANGER ��//• ss4 1 HEATING LIGHT LL w ss4-I 0 4 — 3— a GI Al TANK GR2 2 TG 1 I TEMP. —I— 654-2 ✓ GRI2-I ' PL9 CONTROL �..f..� 3 4 10 •6 9 S 9 X1, G \X2 GR3--2 TG�}—I GRII-I z s55 ✓ to •6 9 8 9 I W � Ss5-1 3 Al G2 A2 TANK 2 • I • GR2-3 TG5—I GRI2-2 TEMP. G SSS-2 f ' Pula CONTROL Q 3 4 11 7 9 8 10 2 X, I �X2 � T Lo GR3-3 TG6-I GRII-2 Fri II � 8 ID 2 IF -I IF -I - _ TANK 1 Lot or (,ode In -Panel LOAF DELL 2 3 4 5 6 E �� KZ READ-OUT + START DATE: 10.02.15 a I N 1 NO.REVISION/ISSUE DATE s S I IF- 2425 26 27 28 29 30 1 ST-REVISION I I J— I LJ 2ND—REVISION L24 25 26 272 2-9 J 3RD—REVISION �— G OAD E NOTE #3 TANK 2 CLIENT: �alo� Gode In--FoneI z LOAD GFJ_L FERRA TEX 1 2 3 4 5 6 E KZ READ— 20520 UNICO ROAD 12 F5 4 5 6 7 MCKENNEY, VA 23872 a s I IF- 31 32 33 34 35 : 37 E FLORA 31 323334353637 L1J—I—L1 J �!`O"co 49 1 PRGN�TE G �0 � U LOAD P CELLS E NOTE #3 THE PLANS AND ALL PROPOSSD WORK w ARE SUBJECT TO ANY CORA6CT10pJS c?\ R£OUIRM BY PIELD INSPHCXRS THAT N �dAY BE tdEC!'9�A�iY ttY `i �� /� Raymond Chladny Ca .{rt TO Licensed Architect #AA-26002573 LY WITH ALL APPLICA,3LE CODES. E5 D N IF -I IF —I TANK I rN 13 GR7 14 LOW LEVEL 2 314 ALARM 505Ts-1-1 IF- IF -I TANK I 41 13 GRS 1A H16H LEVEL ALARM 8o5Ts-I-2 IF —I IF -I TANK 2 PE 42 43 GR9 13 4 LOW LEVEL 2 3 ALARM ao5rs-2-I IF —I IF -I TANK Z o� 44 q5 13 RI I-4 IOH LE HALARM VEL 5 505T5-2-2 6R7-1 I PLII TANK I g 5 XI X2 LOW LIC,HT I GRS 1 PLI2 TANK I ex LE R 1110H TANK 9 5 X1 XZ I 6R9-I I i PL13 TANK 2 �OE R LOW L16HT 9 5 XI � �X2 I GRID -I 171—I4 TANK 2 9 5 GR%2 XI R X2 I HIGH LIOHT PUZFLE KSI—I NZZER l0 6 GRS--2 I 2 10 6 GR9-2 Y�o+a KS2-I i3UZZER IO 6 GRIO-210 I 2 �ntoty (o GR7-3 IF -I IF -I 46 A7 II 1 SEE NOTE #5 GR�r-3 IF —I IF —I 48 49 II 7 LOAD ALARM DELL GR9-3 IF —I GtJTPUrS IF —I ALARM SYSTEM � a 50 51 II 7 GRID-3 IF —I IF —I 52 53 II 7 HEAT EXCHANGER HEATING I I IZOV CoM I 2 T61 IF —I +0 6ET GoM 7 — D — — EZI POINT SEN- 54' HEAT EXCHANGER COOLING 120V C, 2 T62 IF —I +o SET GoM FT E — — — POINT SEN S E — — — 42' TANK I HEATING CONTROL °` I 120V COM 2 TG3 IF —I +0 6ET GGM FO57, F---POINT SEN F — — — 65' TANK I COOLING CONTROL suet I 120V COM 2 TCA IF— +0 SET — POINT SEN- 65 ' N SEE E-5 FOR REMAINING A5 CONTROL SGHEMATIGS TANK I READOUT TRI IF —I +o I A — — — 9 IO II 2 A --- TANK 2 READOUT TR2 IF -I +o I 6 --- 9 IO II 2 --- HEAT EXCHANGE TEMP. 7 S TR3 IF_I +0 F211� C--- G --- TANK 2 HEATING CONTROL 10 IZOV GGM II T65 SET GOM 2 POINT SUN 3 65 TANK 2 60OLINO CONTROL 10 I wV COM I I TC6 SET GOM E�l, POINT SEN 65' ALARM LIC-7HT I X, ,R,x2 ALARM 1-10117 PLI l X-j ,R�X2 13 D N NOTES COOLING ALARM WATER PUMP LOCK —OUT HEATING ALARM WATER PUMP LOCK—OUr I. THE AGITATOR MOTORS ARE IN A 64A55 I, DIVISION 11, GROUP D LOCATION AS PER NEG-70, 2. PLEASE SEE RITE -TEMPS ELEGTRIGAL SCHEMATIC, FOR THIS UNIT. 5. HOOKING UP THE LOAD DELLS TO THE INDICATOR SHOULD ICE WIRED LIKE THIS: LINK THE + EXCITATION TO THE + SENSE FROM THE INDICATOR WITH THE GREEN + EXCITATION FROM THE LOAD CELLS. THEN LINK THE - EXCITATION TO THE - SENSE FROM THE INDICATOR WITH THE f5LA6K - EXCITATION FROM THE LOAD CELLS. KNOW HOOK THE + SIGNAL FROM THE INDICATOR TO THE WHITE WIRE FROM THE LOAD DELLS & THE - SIGNAL FROM THE INDICATOR TO THE RED WIRE FROM THE LOAD DELLS. WIRING FROM WI-105 INDICATOR TO THE JUCCTION 15OX MUST f3E RAN IN CAROL # C/v047A ELEGTRIGAL WIRING FROM WI-105 INDICATOR FROM JUGKTION fOX SHALL NOT EXCEED 250 FEET OF WIRE RUN. ELECTRICIANS SHOULD 115E CAREFUL IN WIRING THE CELLS TO THE JUNCTION SOX. THIS WIRE IS MADE UP IN THE CELLS AND GAN M. TWISTED OFF. ALL ALARM OUTPUTS ARE IZOVAG @ 5 AMP 4. CONNECT HEAT SENSOR WIRING (9 SENSORS TO TERMINALS "A" THRU "I" LOCATED IN INTERFACE JUNCTION SOX. THESE WILL NEED TO PEE WIRED IN GENERAL CABLE CAROL BRAND ##6G047A WIRE- EACH SENSOR PLACEMENT GETS ITS OWN WIRE. 5. OTHER SAFETY SWITCHES REQUIRED 13Y OTHER LOCAL GORES SHALL %E FURNISHED I5Y CUSTOMER. 6. ALL ELEGTRIGAL WIRING SHALL P5E DONE IN ACCORDANCE WITH NEG. 7. ALL ELEGTRIGAL WIRING SHALL Y5E DONE IN STRANDED WIRE, NO SOLID WIRE TO �)E USED. 8_ THIS LOAD CENTER WILL ALSO POWER THE CONVEYOR & THE STATIC, MIXER. THESE PLIONS AND ALL RROPOSM WORK ARE SUBJECT TO ANY COFWECT)OpJC REQUIRED BY PIELD NSPEC"S THAT CAAY BE NECINAtY IA10AMM TO CCh r,RLY WITH ALL APPLICABLE CODES. Ag :C HnEc'. \ anlr THESE DRAWINGS ARCHITECTURAL S USED FOR GRj PURPOSES ONLY. LOCATION MAY V MEET MANUFACT SPECIFICATIO] DO NOT SCALE D ANY QUESTIONS DIMENSIONS, CC DESIGNER. START DATE: NO.REVISION/ISSU Q 1 ST-REVISION 2ND-REVISIOI CLIENT: FERRA 20520 UNICC MCKENNEY, I OF FL • • AD E :Aj ITEC LAND R" nd Chh Licensed A.hitect #P El SUPPLY MANHOLE VENT 2"0 WATER SUPPLY AND RETURN SCREWED COUPLING 150# SLIP ON I 2"0 WA 8" EMERGENC" "r"T 3" FILL LINE FLANGE DETAIL Im 3" RETURN LINE MANHOLE WITH INSULATED COVER LIND FLANGE DRILLED FOR COUPLING) )P OF TANK 8" EMERGENCY VENT AGITATOR DRIVE TOP LAYOUT BOTTOM OF T FLANGE DETAIL AGITATOR DRIVE SIDE ELEVATION BLIND FLANGE (DRILLED FOR COUPLING) SCREWED COUPLING 2" DOUBLE OUTLET CONSERVATION VENT SYSTEM FILLING POINT (TYPICAL) SCREWED COUPLING �3" CARBON STEEL BALL VALVE r3' CAMLOCK FITTING METAL JACKET (TOP & SIDES) 12'- FILL PIPE & RETURN PIPE OUTLET NOZZLE LOAD CELL ENLARGED DETAIL "A" RIBBED METAL JACKET OUTLET NOZ HEAT EXCHANGER OUTLET NOZZLE RIBBED METAL JACKET 5/8" x 8" FLAT BAR F" E 1 /2" x 5" GRADE 8 THRU BOLTS 0 EYE _ATE 9/16" HOLE FOR 1 „ 1 /2" x 5" GRADE 8 THRU BOLTS 2 PAD EYE " HOLE FOR 3/4" x 8" .ONG ANCHOR BOLTS SET V EPDXY GROUT 'AD EYE FLAT BAR PLATE 9/16" HOLE FOR 1 /2" x5" GRADE 8 THRU BOLTS ARMS --- - SUPPORT FRAME FRONT ELEVATION )ES) ;ER E 24" SQUARE (INSIDE) MANHOLE i" INSULATION TYPICAL ALL SIDES) -EEL BEAM SUPPORT FRAME NOTES: I STORAGE TANK AND ALL ACCESSORIES TO BE FABRICATED AS PER NFPA-30 2.1.4 AND API 00 APPENDIX J. 2. THE TANK 15 FABRICATED FROM A-55 CARBON STEEL PLATE AND 15 ALL WELDER 6ON5TRUCTION. 3. THE POLYESTER. RESIN THAT WILL BE STORED IN THIS TANK IS A GLASS 1, C FLAMMABLE STABLE LIQUID WITH A SPECIFIC GRAVITY OF 1-1 TO 1-95. 4. THE TANK 15 COVERED WITH 6 INCH OF INSULATION AND WITH 29 GAGE BONE WHITE TUFF RIB SHEETS. 5. STORAGE TANK WILL HAVE SECONDARY CONTAINMENT AS PER NFPA-30 AND THE IFG. PLEASE NOTE THE SECONDARY CONTAINMENT ALSO WILL NEED TO TAKE THE U HOUR RAIN FALL FOR THE HUNDRED YEAR STORM AND HAVE A LOCKING VALVE INSTALLED. (THIS 5HOU.D BE NO LESS THAN 27'x 13'x 3' PER TANK) G. THE TANK IS EQUIPPED WITH VENTING AS PER NFPA-30 SECTION 21-4.3. 1- 2 INCH VENT IS A 2 INCH DOUBLE OUTLET VENT #155 2. 5 INCH EMERGENCY VENT 15 A 5 INCH PRESSURE AND VACUUM RELIEF # 4'5-A. 7. THE TANK 15 TESTED A5 PER NFPA-30 SECTION 215.2.3. 5. THE TANKS FILL AND RETURN PIPING 15 PER NFPA-30 SECTION Zq.4-4. THE TANKS FILL 1S ABOVE THE LQUILP LEVEL OF THE RESIN, WE USE A CARBON STEEL BALL VALVE TO SHUT OFF THE FILLING POINT. 9. STORAGE TANK WILL HAVE OVERFILL PREVENTION AS PER NFPA-30 21.7. THE TANK HAVE LOAD CELLS WITH ALARM THAT SOUND AT 907- OF CAPACITY 10. ALL RESIN PIPING WILL BE GRAPE A CARBON STEEL ASTM A55 / 120 AND INSTALLED AS PER NFPA-30 SECTION 27 & ASME B3l 11. INSIDE OF THE STORAGE TANK WILL BE SANDBLASTED WHITE AND COATED WITH (2) GOATS OF "PSE" HEAVY PUTY EPDXY TANK COATING. 12. ALL ELECTRICAL EQUIPMENT AND WIRE IN AND ROUND THE RESIN STORAGE TANK WILL BE AS PER NE6-70 FOR USE IN A GLASS I, DIVISION II, GROUP P LOCATION. 13. ALL NFPA-30 CODES ARE FROM THE W05 DOPE BOOK. Afel �01OFF O ADVA I ;+ARCHI T E&' P LLC Ao 26002573.O '. F� FRED I THESE PL*iS A.ND ALL PROPOSSO WORK ARE SUBJECT TO ANY COMECTIONS REGUIRED BY P14L© INSPEC"S THAT RAY BE NECr%AilY IN ORDER TO COURLY WITH ALL APPLICABLE CODES, TANK DATA INSIDE DIMENSIONS (HEIGHT x WIDTH x LENGTH) 7 x 7' x 16' CU. CAPACITY FT. 784 GAL. 5,400 RESIN LBS. 53,000 (9.1 LBS PER GAL.) GALLONS PER INCH 64 POUNDS PER INCH 629 SURFACE AREA 550 SQUARE FEET SULATION 4" 1 2,200 BOARD FT. 6" 3,300 HEAT LOSS/GAIN 4" 1650 BTU/HR ® 1007 TD 6" 1100 BTU/HR APPROXIMATE WEIGHT 6.5 TONS H I W I L OUTSIDE DIMENSIONS 8'-9' 8'-3" 7'-9 � f 0 � r LL zw C7 UN W 0 W O Lo 4 LL cn 7:y cd cd cd 1—I U cd cd Q N O A I HV 1x2 1x2 1x2 1x2 1x2 Water INSULATION INSULATION INSULATION INSULATION INSULATION Pump W/ METAL W/ METAL W/ METAL W/ METAL W/ METAL JACKETING JACKETING JACKETING JACKETING JACKETING Water Pump HV X--IHV HEAT EXCHANGER (9 TANK :►.A 1x2 INSULATION W/ METAL JACKETING 2 INCH b/F-NIT 3 INCH RETURN LINE 8 INCH VEN T AGITATOR DRIVE it 11vANN1/IVAM E 191 MANWAY 8 INCH VENT =.EdiUA 2 INCH \/E-NIT 1x2 INSULATION W/ METAL JACKETING 3 INCH © � � RETURN o 0 0 1 CHECK VALVE HV2 VALVE Resin Tan k 2 Resin Tan k 1 1 CHECK VALVE 2x1 1x2 1x2 1x2 1x2 INSULATION INSULATION INSULATION INSULATION INSULATION W/ METAL W/ METAL W/ METAL W/ METAL W METAL JACKETING JACKETING JACKETING JACKETING JACKETING All heat exchanger piping will be 1 inch grade A schedule 40 galvanized piping, insulated with at least 2 inch of fiberglass pipe insulation with aluminum jacketing. We use the following: Owens Gor in i ng A�5J i= i be r g I ass P i pe Insu I at i on Z. RPz Products Insu I —Mate .01Z4 Aluminum Jacketing NOTES I. STORAGE TANK AND ALL ACCESSORIES TO t5E FABRICATED AS PER 7. THE TANK 15 TESTED AS PER NFPA-30 SECTION 4.4.2.1. NFPA-30, IFG-2000 AND API-00 APPENDIX J. 8. AS PER NFPA-30 THE FILL AND RETURN LINES WILL 2, THE TANK IS FABRICATED FROM A-35 CARBON STEEL PLATE AND IS TERMINATE / INCHES OF THE BOTTOM OF THE TANK. ALL WELDED CONSTRUCTION. �. ALL RESIN PIPING WILL f5E GRADE A CARBON STEEL ASTM A53 / 120 3. THE POLYESTER RESIN THAT WILL f5E STORED IN THIS TANK IS A AND INSTALLED AS PER NFPA-30 SECTION 5.1.1. SYSTEM WILL f�E GLASS 1, C FLAMMABLE LIQUID WITH A SPECIFIC GRAVITY OF 1]0 TESTED AS PER NFPA-30 SEG. TO I.25. SEE SEG. 1.7 OF NFPA-30 FOR DEFINITION. 10. AS PER NFPA-30 4.3.2.2.I SHELL TO SHELL SPACING BETWEEN TANKS k THE TANK 15 COVERED WITH � INCH OF INSULATION AND WITH NOT OVER 150 FEET IN DIAMETER THAT IS A HORIZONTAL TANK IS 1/6 29 GAE BONE WHITE TUFF RIB SHEETS. X THE SUM OF THE ADJECENT TANKS DIAMETER BUT NOT LESS THAN 3 FEET. 5. STORAGE TANK WILL HAVE SECONDARY CONTAINMENT AS PER 11. AS PER NFPA-30 43.2.1 LOCATION WITH RESPECT TO PROPERTY LINES, NFPA-30 SEG. �.3.2.3 AND THE IFG. PUf5LIC WAYS, AND IMPORTANT PUILDINGS ON SAME PROPERTY, USING TALE IN NFPA-30 FOR A STALE LIQUID WITH AN OPERATING �. THE TANK IS EQUIPPED WITH VENTING AS PER NFPA-30 SEG. q.25. PRESSURE OF 2.5 PSIG OR LESS FOR HORIZONTAL TANK WITH EMERGENCY 1. 2 INCH VENT IS A 2 INCH DOUBLE OUTLET RELIEF VENTING TO LIMIT PRESSURE TO 2.5 PSIG AND PROTECTION OF NONE. VENT # 155. THIS STATES TO USE 2 TIMES TAf5LE 2.3.2.1.1 (�) FOR MINIMUM DISTANCE IN FEET FROM PROPERTY LINE THAT IS OR CAN f�E f5UILT UPON, INCLUDING THE 2. 8 INCH EMERGENCY VENT IS A 8 INCH OPPOSITE SIDE OF A PUBLIC WAY, AND SHALL NOT ICE LESS THAN 5 FEET. PRESSURE AND VACUUM RELIEF # I43—A. ALSO USING TALE FOR THE MINIMUM DISTANCE IN FEET FROM THIS TANK IS AN ATMOSPHERIC TANK AS PER NFPA-30 33.g1.2 NEAREST SIDE OF ANY PUBLIC WAY OR FROM NEAREST IMPORTANT BUILDING ON THE SAME PROPERTY AND SHALL NOT f5E LESS THAN 5 FEET. IF YOU THE WORKING PRESSURE OF THE TANK IS I.O PSIG MEASURED AT REFERENCE TA�L.E USING A STORAGE TANK WITH A CAPACITY OF THE TOP OF THE TANK. 751 TO I2,000 GALLONS YOU WILL NEED TO I ?E 30 FEET FROM THE PROPERTY LINE AND MINIMUM DISTANCE FROM NEAREST IMPORTANT BUILDING ON THE SAME PROPERTY IS A DISTANCE OF 5 FEET. WE EXCEED THESE DISTANCES. 12. ALL ELECTRICAL EQUIPMENT AND WIRE IN AND ROUND THE RESIN STORAGE TANK WILL J�E AS PER NE6-70 FOR USE IN A CLASS I, DIVISION II, GROUP D LOCATION. THEra PL0.NS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COFIiBCTIONG REQUIRED BY MELD MSAEC"S THAT MAY BE NEGIS6 lY IN ORDER TO CO IPLY WITH ALL APPLICA3LE CODES. rn coo W �D x J LL z Lid � o3 o O �- NLO U �I L~L c L — Q Q Q a) C: o c a c 2 INCH I— I— 1 FILL LINE All inside resin piping in your plant must be ran in 2 inch steel pipe and all fittings and valves must be ether carbon brass with or galvanized at least 2 inch insulated with We use Owens 2. {Piz piping or fittings shall be used_ of fiberglass pipe insulation. A aluminum jacketing_ the following: Corning A�5J I=iberg Iass Products Insu I —Mate .024 Pipe Insulation Aluminum Jacketing grade steel Also all outside U or piping piping schedule 40 carbon stainless steel. No must be insulated must be heat traced, 0 ME3E PLANS AND ALL PROPOS�rO WORK ARE SU13JECT TO ANY COMECTlOtjo REOUIRn BY PILL® {NSPECXMS THAT 44Y BE NECMAIXY Ifs OmWM TQ CO.,^LY Wl"i N fi U. AP LIC ME CODES, Fktovej Arrlpo!z�) i OF FL `r y.�P � CE A CHIT CT RE & • PLA G L 2 673 'v TFRED ARG��