Loading...
HomeMy WebLinkAbout2650 Mellonville Ave 98-2383 98-1487 Plans New construction Hill DermaceuticalsAve-, j P� �m ---- - -- - - - t NT -LEVATION J, P A VEM, 7- 7, QiRA7L E 7, v.� 77 V r .,,ALT G, RO IR-P T' PIPE 200 > --ORCED C jNCRE TQ� qANFQ H!G4VOLTAGE (PRIMARY) R. Hv RQI�IAV�.- A00, U.S.: 117`�92 1 REiN' tl T E 30!0 ELECTR!^ r .!EX13TiNG) m. C.'s, 6, < 0# iNVE ED, 14 C�p � A�:' iARY SEWER CA�P.lt�ON R" -EVA`ON ittiv. r 4. 0 % STORM DRAIN CMP COMRUGA-ITED METAL PIPE LV 1-ON VOLTA HOULDER RAILROAD c c, I C. ENr 3,:CTION 3'r D 0\jEf'�l(7,,\D TL`CTRjC V, MTRi0iED CLAY PiPE OH E 7- (,TRD. 4� "',tiNECT 0 EXIST 'NATER T;7 AIRPORT (3001RDiNA SYSTEM COORDI'NATES I OF LEA(SE CORNER (TYP.' EXIST. ENIDWALL -ONVERT EX13T. INLET TO MANHOIE 0 R�-- M X N 9 3 2 7. 4 TOP �L. `5.112 -f-6 4 8. 9 0 H20-RAT,-D SUAB AND COVER -x 'T TOP N L !:,� EL. 54.32,, T-, v, i S T. I N LfE R INV. 51.42 400 It 52-18) "4 �0 5 I. R. k�p �," t ­ %J 4 A 5;�- 1 'E ` N < �NV. 51.52 7 C t SCALE. FEET �7 Q.1 7­0 (3 'XIST. FENCE EXISTING HEADYIALL TO REMAIN 20 E, C SODDED o L"Xl S tA L INV 1.52 -T T 2 BERM TO REMAIN SCALE FEE7 INY. 43.40 o <) C5 I A Mf- A�',� SAW 50.05 7.. '(E. W.) 77 EXIS 24 R P 0 EXiST 24" RCP ? -AC t1i TIO A L 5" H I LL D ERY 5. 9 0 UT �EXIST 30" Rcp U ----------- C L AW; 00 3 SW A, OPEN SWALE �N THIS AREA - GRADC 2- DRAIN INTO POND 6 5 INVi 4 'EXIST. 36" RCP 51 V) 56 2' v f ......... .... --Zz: r -�N 12" DIP INV. 53-50 V. 45,76 (W.) L pol,,ID 60T 4: OPEN CHAMEI AT O� 12' PIPE EL. SD- pvc N A 95, INSIDE M.E.5. SIDE5WAL TAI \1 I NG i FDOT Trrl' F I q qETTLIING TO 4' h; il GG Ei :v. 55.0 cl IWITH 42" RA i SH7, 2.--j AT EXIST. OR. 55.30 BOT7. EL. EE-U DISTURBED AREAS BY SEEDING S\J/ALC- AREA T,, INV. 53.50 TO STATE RD. 46 T R VE INLET 9 - A GRADE fRE-CPASS ANY '10 DR 4 GRADE uj Y, 4 IR, P 0 5 -PL VALL 6' H-OH EST END '277/48V V. 3 AP kn RUNWAY POST AT b) x CARRIER "A E .3 u L '55 154 .5 F3 . 8 Flp, �LR' 20' 'AVEL PED, DOOR RT :Epl r AIRPO r V) tUJ A N D '0 S A N F�, 0 R D 0 QL BGTTOM PC F-LEV. 53.9 CIATI0 �j -PLAN c� R Q F L' .............. 10,0;)D GA�. �A AT BLDG. -v 500 R I �.AOE 0 �,A N PVMT. ELE r TALL P P R 0 \A 0 E 5PLASH 21) C:DOT TYP' - 114 TH U P P Q M P LON m. E., . 7 T (4' HIGH DOCK)- L INV. 52.75 ROOF LEADER. 0 R. 8 0 EXK ED TJF� I L 11 t TRUCK WELL AT 81 DG. RNIN PMP AND HOSE REEL.� 2 5 A SEE SECT. D-D ul 10'X12'± CONC. P VM T. INSIDE WIDTH OF L:7; L) L APRON EXISTING 'I Ll TI ES: ARE:--" $H 0) EST -0 MATI AVAr' ALE, rr R L -'PT A 7r 25' 2. - ----- OS�* U -k�CTOR SHALL ALL'� CA IN DEPTH U PA WALKS, ETC. 205' OVERALL 61 S"'MA A000ATE, HOWEY 0 Fr ..:DRAI 041 C, XCEPT'� ST NS' K N9WN C HANGAR U T, STORY CE� AT TE -477Q CQNT 0 432 SHINE 'L S�RVI ao S IN Ld Y�, "OF' 'BE INN �:CON�STRU rr-1 N I SH CED FLO ')R El A, R A' A N OCATC FOR nLITY� LOCATION, �j i G/071 CE AREA CT`- N LEV. 59.00 H ANI GAR , 12 5 S. SE DG. USE NOTE- aO 710M LEFT), 'LEGEN 'TYP. D r REMOME EXIST, C. 2" 7 MAIN > LLJ NO - EXIST] WELLHEAD AND LEGALLY CAP EXIST. WELL -fY u- r PROPOSED ijTILi OF METAL ROO' ;ly Moy P" NO PAW BE E EXISTI LQ�� 7- 7��-- NNSAW CUT Al' 0 EXISTING 51FCTURES TO EXIST. PVMT. ce r A> > 1.507. r T T FUTURE VEMEN 0.70Z FLOOR SLOPE 'op P ROPOSEDr 13'fRU C TU R ES BULDING CiAL 254625 S.F. CL X SED HEAVY. AS- ,MENT, EXIS LT PAW IING F E- IN PH� F Co. 0 Ill 0 v E cip 0 V� !7P ED ICE POLE A TH 'TOR DL WIRE !RAC 0 IS TALL PV �5 LIN-K,' CONC. HEADW*LL C 0' Y ED � Y. 'F'L Co.' AT DEP PROPOSED MEDU. �'ASPHALT 'PA Ej P D OLQ or VEME , T TO f N 6F B' DO.) (FU, NISHr- pp INLET 2 FPL Co. TO INSTALL PRIMARY b a b 6 6 r.:) Ej ri ca TOP ELEV. 58-06 lNV. 52 .75 EXISTING 5FQT ELEVATI PVM17. TYPE OF 4:, 777 'ON C RESTRICTED PrARKING' 57.50 AT DOOR G 6: 11 OS ED LIGHT PAVEMtNf':, INV,, 51.25 PROP 7.20± 17D Ol rr 0$ NN IN G Z C) PL XA OVERL A, ON DOOR' /4 5,5.8 J D A E POOR'�-CONDMQN PAVEMENT;' I PLANTING AREA 'V' bVIVE DRAINAGE. .0 v 17 1! v Vjr" i - - , , , , V k , . , v v -v'v v Y r v AT EACH v '(RI -I lop 10 Ri7.5 CONTRAC-11ON JOINTS 0 8 O.C. Cot IN a , I - - ; 20' GRAD01 16 LET 1 .ON EXIST; STOR)AWA �,Apo�k6X.' LIMIT! OF iNCREAtt 59.16 1, T ELEV. 53.9 R E Q U I R E E N TS 5 2 T6 MEET LOCAL aOTTOM V V v, V, P RO LEVATION P 4 5 5. 0 G TE,,� 3 1 JR A C E FLOW FILL LO W 5 0 P T -j By E-� REQUIRED TO, rl f S (SEE 30, , . I � :7j'---�Y�tE ' (- � LK Ui C NCRETE WA N : ET v v VV, RON AP -IROOF DRAI S Ui:�UF A k., c- I r x Q1 0 24" MITER:'D END SECTION. 60 1i*O?A 11 v t rl V 17' li ' V v 2) TO DE SM1007HLY ROUNDED. LOW PO v I-, A�A 5HT. INT WW V, y V v 54 t if -I FACE OF C EE qQ' 1, R. R W LK ONC, WAK., 11 IPV 71111/ I'v I E. -ROI M. S. V 91 :5,72 i�NV. 52.75 . .. .. . (SHOWIN AT M.E.S. 5 ONLY' .5, LOCATED 5' 5 Ef 52 3. 8�11 v V V V ------ V E X 11 A S P P VM T. -7t- > (POOR CONDITION) R. END Or" ---------- T ------ W \1 2', ATER F 0 90' O\rRLAY -7 ST MAY1 TE', PL kN r SA CUT IN c TO' r,7 28 5 L W 7 0 INSTALL PIPE N RESENTS E. CON r 'SH SH FOR R IN OPEN TRENCH 24" WHITE THERMO. STOP PWT. REPAR E'P' /EXIST. PVMT. jAR-/ C A --p(PICAL HCT; ON S Q 0 AND REPAiR' EE NOTE REP ORTKEh JHE� PU L POAT, SE 2 F, D -MELLONVILLE �,AVE, Y) T RRING TO 8" C) 2" METER REPAIR P'V)iA PVM 5o, �EFE- BELOW F ROADWAy, WYLLY kyE -OF-WAL (NO DEDICATED RfGHT� R 8 E G i N OVI�R 3"CLOS8D TH E� CONTI NuAfION� WATER M A I N 2" BACKFFLOW, PREVENTIE LAY, A 54. .. ................... �T -TR TI'ON 0 N WI LLL 55 .......... .. 4r* B. 24' RCP CLASS 5 Fi IHE':p 0 R . BE -FW`PRIVA 'AND AIRPORT MAINTEN SAW CUT E.S. 4 A C /if OSED 10 LYL -77777�- THEREFORE E FE N C E 55 USE ON INN/. 512.75 b fj TAPPI!,110, SLEEVE ' ---- 7- J.,ti! Q\-�, :�X j 56 CIP Hv VAL r I N V. 55.0 56 P L AND %rE 3 E- : . :� - ' - '- < - A ACk Xx X­ 20 ARKEI DO NOT �,k PU I B r c .,, , . _:. •- 1 U!� A,[ E [tUVA1,1�lttQ[i: lU t�AE1Rt A [U O t / .. .. .. , . .. _. P �... A t,, G t 1 CA r 1 .. .. _4.A [, C4 _ L tA. �, A Utvll t Y [ . ...... . G H.. Ofz3000 [:[3S A I'.2x nAvk wr,eEr n,ttN xt�ur nnrirt�nti�rr',:... � �;,, """"t f�► t Vi."i 0 �5 0 A m 4 1 v 60 13. n c Pro jky: A0 BI dg: .1 PJ an e: 4 Y, w THIS DRAWING IS BE AL ED ONLY AS TO THE COMPONENTS FURNISHED.8Y LARGO - PRUDEN THIS BRAVING. INCLUDING THE INFORMATION HEREON. -PRUDEN BUILDINGS. worE AB..o Building Codo: 91SBC REMAINS THE PRVPERTY OF VARCO A UNITED 00MINION.COMPANY. Va I S k I_-;=—) T I n 9 -000,�- L .9 Ld(d/T, i b Red) 20.0 psr E095015657 11 S PROVUEDFOR ER TING THE BUILDING I I ED N THE APPL;CABLERPURCHASE ORDER BUILDER Col Ld ( gr -a. i t y) 3.0 psF AND SHALL N 1 0 TEO. EPRODUCEorl DESCRIBED I Col I Ld (upi i F t 0.0 PUF 0 BE M Ol RE DATE BY DESC. GCI General Cons truc Tor s. Inc. F HER PURPOSE WITHOUT PRIO OR USED OR ANY OT R 'Ji,d Speed: 100.0 mph VRI TTEII APPROVAL OF VAPCO-PRUQEN BUILD11UGS. CUSTOMER r I ME .7 Wind E�p. Col.: C HILL, OERMACEUTICA�S LL) b�J LFiJ GENERAL'CONSTRUCTORS, INC. THE GENERAL CONTRACTOR ANOIOR ERECTOR METAL BLDG MFG ASSH Ground Sno.� 0.0 Pgr IS SOLELY RESPONSIKE FOR ACCURATE. GOOD LOCATION 991 EXPLORER COVE SUITE 101 Roor on ow. 0.0 P.� GOAL I Ty VORK"ANSHIP IN ERECTING HIS SANFQR0, FU ORAW/CHECK BUILDING IN CONFOPMANCE VITHTH I$ SnowExp. CaT.: 3 PRAYING. DETAILS REFERENCED IN THIS BRAVING. PROJECT VARCO-PRUDEN. AITAMQN TE SPRINGS, FL 32701 Soi a.ic Zone: I ALL IPPLICA8LE VARCO-PRUDEN ERECTION QETA14S P754-87929 GCI GENERAL CONST. BU I LD I NGS' AND ALL INDUSTRY STANDARDS PERrAtNINe TO Buil ding Use Col. : I I I - I GE 14071 831-8898- PROPER ERECTION. INCLUDING THE CORRECT USE' SCALE 410 N� BUILDING Au iory Lowis NONE OF TEMPORARY BRAC I NG. NTS L L OERMACEUTICALS A Qf4 1 TEO OQM I SPMPA(1Y H I } ,y t' r �' rS 1*+ r,' t t \s a� ��. k , t, i %' .A• j �'M� � ,� I }� J= .�� { =�i4 Ay ( t � !� 4 `.� f{" „Y . b { d,' ��" is-, l� �1 [ ... .. ..r 1, • '. , _. "': , .:..5 .... i, :. .. .t .. . ... : . s. ,.:. ....:.�. J.' ... n. .. .. fit_. .. ...( «F.,.. ._r ... : :. .... , , .. ,.:- .. .. ., ... . - .. .: .. x 4 - 'rAi. .-p+•.. ,. .. QJ Ault v� ; ti �. � r--- -- -- -- � TM � 1151 .. , f�.• € r. P xt T € Y1 F {a f r- I, k� - } F } , 1 �x 5 f. _ I X Lights Row 1' 20/1 1 s Lights Row 2 20/1 Lights Raw 3 . 20/1,3 4 Lights Row 4 20/1 Lights Row 5 20/1 5 6 Lights Row 6 20/1 Lights Stor; 20/1 7 8 Rec t N BR Stor 20 1 gecpt(SE),120V. 20/1 9 10Re t S BR Stor:20 1 R t SE 220V 20 2 11 12 R t NE 220V . 20 2 R t(SE) 220V 13: 14 gecpt(NE) 220V R t(NE) 120V 2.0/115 16 HWH 30 2 AHU #1 40 317 18 HWH AHU #1 19 20 AHU #2 40 3 AHU #1 21 22 AHU #2- Cu #1 CU,#1 __ 60/3 23 25 24 AHU #2 26CU #2 '60/3 Cu #1 27 28 CU #2 Spare 20/129 30 CU #2 ,Spare 20/131 32 Spare 20/1 Space ; _ 33 34 S ace% Space 35 36 Space Space 37 38 Space Space 39 40 Space Space 41 42Space Space 43 44 Space Space 45 46 Space Space 47 48 Space Space 49 50 Space Space 51 52 Space Space 53 54 Space Space 55 56 Space Space 57 58 Space Space 59 60 Space Space 61 62 Space Space 63 64 Space Space 65 66 Space Space 6T 68 Space Space 69 70 Space Space 71 72 Space Space 73 74 Space .:.:Space 75 76 space Space 77 78 Space pace 79 85 Space Space 81 82 Space ce ss 84 Space CIRCUIT DIRECTORY AHU ,# 3 - 40Z3.1 2 `. "AHU 14. 4 0' 3 TM #3 3 4 MU_#4 AHU #3 5 6 AHU # 4 CU #3 60 3 7 8 CU #4 I CU :#3 9 10 CU CU # 3 11 12 CU #4 Worksho2 220V 20 213 14 Workshg�2 220V Zda Workshop 220V 15 16 WorkshoiD 220V Workshop 120V 20 .117 18 Workshgp Lights 220V (SW) 20/219 20 220V NW 220V (SW) -, 211 22 220V NW . Rec t(SW) "120V" , 20/123 24 Rec t SW '.120V 20 1 Recpt (S) 120V ' 20/125 26 Rec t (S) 120V 20 .l 220V (SW) 20/227 28 220V (NW) 20 2 220V (SW) 29 30 220V NW 220V (SW) 20 23i 32 220V NW 20/2 220V (SW) -,33 34 220V NW 'Spare 20 135 36 Spare 20 L Space Space 37 - 39 38 S ace 40 Space Space 41 42 Space _ Space S ace 43 45 44 Space 46 S ace Space 47 48 Space 49 50 Space ,Space Space 51 52 Space Space S ace 53 55 54 Space 56 S ace Space 57 58 S ace Space 59 60 Space Space 61 62 Space. Space 63 64 Space Space 65 66. ace Space 67 68SIjace Space 69 76 Space e Space 71 72 Space Space 73 ; 74 Space Space 75 ` 76 Space pace 77 78 Space ' pace 79 80 Space Space 81 82 S ace Space 83 ' 84 S ace , .7777 1 g }e S 41, y .,-,. :.: i , : ,x Z ,, � .... ,. .. -. r- ... J: tr.. 1-. -,rt, .✓.. .,- 1.. b. Y i.. .. ?.. .. s9e . •i : �. ..mot. [ ! �X.'" �y+ - _. ,,, .. ..:: ... . .. .,. 7... ,.. ,. "d :, ... J, . ....n. .J. .. .. v., t e.. ., ✓ e :,a , €. SM >~, a t.arh sf s.- ..), k. ,x •,:;3, f t f 4 : ., a+. t 5, ,E rae t., f r � • t , , s' In xrVAf r-,e scsar-Prtora SAWTAKJ WATEA yY C. TANK TOE cwxNA �.1 1/�� C LAV COVN'ISP, TOP C14S0A `D( P2t1 JsxNhL.E Ltv6sZ UK WALL 14ur141 COSMA J FLV514 VALVE f Q-� ftooR DRA?A1 S" R6wnlD 11 TARP P4xMER " FLOOR i)RAIAi s" AoumD rop how sfA►. Fry14 4o CIALLOIJ TALL AfE f)£^►TTAL 5ryL .N + C. fCo fc,06R WAC4 ou-f z 1406 NL y'' I t FCO J. 10 =0 I � 2 (G J ` FotURfi c I" LEE r r . , , 1 , ' O I• I 1 I 1 V I „ rr I 474 7/ ✓ , i r • � r, v �o Y r C+ Y r /Pvc R`i . ✓ A PE 1. C R� _ _ _ •: I ., � <." '- _1 C , Nor _ ,. .:.. _ _ h S 0. n► R S S N � 2Tr _ , y , yy i I I d z. i RETAIN ANGLE SIZE 0-48' 1-1/2' X 12 GA. 49'-72' 2' X 12GA, ABOVE 72' 2' X 1/8' PROVIDE BLANKET WRAP INSULATION ALL AROUND DUCT AND FIRE DAMPER .SLEEVE, AND VAPOR SEAL AT DUCT AND WALL (TYP, ALL SIDES), b FUTURE FILLING/MANUF• MIN 1 /8 /FOOT OF SLEEVE DIMENSION CLEARANCE TO BOTH SIDES. 150 MAX NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS FOR EXPANSION. is `? 2 WALL 2 RETAINING ANGLE ON FOUR SIDES OF SLEEVE: AND EACH SIDE OF SURROUNDING FIRE DAMPER SLEEVE. I WALL (REFER TO ARCHITECTURAL: DRAWINGS .FOR DETAILS), PLAIN S LIP CONNECTION SHOWN, BREAK AWAY JOINT. NO SCREWS ALLOWED UNLESS U, ,LISTING ALLOWS. APPLY SEALANT BETWEEN DAMPER AND SLEEVE PER'MFG. RECOMMENDATIONS,_ CAULK PERIMETER OF WANGLE J APPROVED CAULKING PER MFG, RECOMMENDATION TO PREVENT WITH— D 3600 _ e — $ , , ., NOTE SMOKE MIGRATION, N N U, N . FIRE DAMPER SHALL'BE UL LISTED IN,ACCORDANCE, . �- WITH I H UL 555,' ALL COMPONENTS SHALL BE LISTED - DAMPERS- MUST BE SELF SUPPORTING INDEPENDENT OF DUCT, AND MAINTAIN THIS RATING, FIRE DAMPER SHALL j BE INSTALLED PER MFG. RECOMMENDATIONS. FD T MECH. STJR / 152 FD FDT _ EF 1 EF-1 FD TOR. ME I a o N o cy MOTORIZED N AHU 1 N 8„� 154 W0155 �b N 156 �AHU7 O.A. DAMPER x -� SQQ vi 24x20 x MOTORIZED / c�v _ . N O.A. DAMPER SCALE 1 8" 1'=0" 24x20 0 N m l OUTDOOR AIR REOUIREMENTS FOR VENTILATION SPACE TYPE PEOPLE PER SPACE CFM / FT2 CFM / PERSON TOTAL CFM WAREHOUSE 16,90 — — — 0.15 _ —=— 1470 MEN'S ROOM 1 ^_— 50 50 WOMEN'S ROOM 1 --- 50 50 TOTAL REQUIRED CFM O.A. 1570 < . TOTALPROVIDED CFM O.A. 1600 , w ..y ,. , I. 4+ I ' ! i I I i { a i -- I 3 i i i I I I I n i i i , t i { 1 I j I 1 i i I l 1 I, 1 v a CONDENSING UNIT SCHEDULE MARK OUTDOOR UNIT [EER] SEER EQUAL TO CONDENSER FANS COMPRESSOR S MCA MOCP MFG. MODEL- QTY. I V/PH FL_.A EA. QTY. V/PH I RLA EA. LRA EA. CDU - 1,2,3 & 4 1 208/3 3.1 1 208/3 1 39.7 198 52.7 70 9.00 CARRIER 38AKS-012 FAN SCHEDULE MARK SERVICE TYPE FAN MOTOR MOTOR EQUAL TO CFM E.S.P. IN. WC RPM DRIVE HP - I V/PH MFG. I MODEL EF - 1 Restroom Exhaust 220 0.05 1100 IDirect 01/10 120/1 CARRIER IVCD6045 AIR DISTRIBUTION SCHEDULE MARK NECK SIZE FACE SIZE TYPE PATTERN CFM ii MATERIAL MFG MODEL A 12 x 10 12 x 10 Supply Sidewall 500 Steel Titus 30ORS 6 12 x 10 12 x 10 Supply Sidewall 450 Steel Titus 30ORS C 8' Rd. 24 x 24 Perforatel 4 Way 200 Steel Titus PAS D 46 x 24 48 x 24 Return I 13600 Steel Titus 350R ��rvev A•� �it� i Fi Z-A�iPc_r i it xvvo- c r gin/ I c✓in ,�_ i Y/') I , is ------------------ SPECIFICATION FOR 4" FIRE DEPARTMENT CONNECTION STORZ WITH LOCKS 1. Couplings' parts shall be made from extruded seamless aluminum alloy 6061-T6 or 6061-T6 forging. 2. Coupling parts shall be hard -coat anodized not polished. 3. Gasket shall be made of molded black synthetic rubber having a 65±5 durometer hardness. 4. The storz shall be interchangeable with all 4"storz fittings already in use. 5.The locks shall be designed so that the caps and storz can be lock together. ads- 'T91 6. The locks shall be designed to allow proper compatibility of other 4"storz connections already in use. 7. The storz shall be 4"storz x 4" national pipe thread (NPT) females or 4"storz x 6" national pipe thread (NPT) female to be determined by the fire department. 8. The cap shall be attached to the storz by a 1/8" vinyl covered aircraft cable, 18" minimum length or a light weight aluminum chain minimum 18" long. (Manufacturers of storz connections are as listed) 1. Red Head Brass, Inc. 800-321-3501 2. Angus Fire 3. Elkhart 800-334-3156 219-295--8330 (Distributors of storz connections are as listed) 1. Ten -8 Fire Equipment 800-228-8368 2. Richard Rupp Distributors 813-733-4255 3. Municipal Fire Equipment 407-843-3071 4. Garden Fire Equipment 800-327-6584 specification 5/5/97 , yj Tamper Sl:itch� Snitch 8.x4x3 "Reducing Flange Tee. 8 Flan'c Ell 4 x 2'1 x2 v.. �4t: . 'sr; 4 FR} Via, t4yS1 n,-s•. F.D.C. -4" Vafer Check Valve Ductile -iron N.T.S. I Ductile Iron Pipe Pipe Grade ............................... . .. .. ..... � 1-7V?- " CROSS SFczrlow t4:1-'rm. 10 S" WLL bE-PMAI-- 30 jza. Fr. MW sPV%C_fKC-IP p NA G-1 ip. Le r 5Y:S aA VA. Ark T70C OM 3-a"v rk Rjt�4S5 kvA'T-af?, GNGF- Z" M&_Ia VALVF AL:L rn-5-ri A)G P I PING) VALVES) A NO S ISER TO RCMA N KC S-71 �. _,� q o-; s� `� , _ . �;> r �-,� ��� � �� � � ���y-- � � �Y�3