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PLANSREF F BOOK C1 3'2_4-K0 . 1 'P _. ' 5.2 \4.s' 0 1'G 6 S W ALL G N G l L' r Jz 5.G `1 3ra u I (QC 6' N a0 s.s n fi 1 ISO` R£M ✓' 2fi r, 21.21' SC) 3.(0 Ct c Fts N.E. 98 ST- �E 7 /L. ZO' 2'1' � 1-kec■o b e 2 20.4' 1SO' R ►sA 24. • C o N c SLAG - � O►J 21' , — �M 2+.4' r �$ 43.00' SZY. G.g.S. FZes. # \1 SS' r- S 10' O f) N 21' l3s N. iP 1 r 3/4 P 0.3 c. L. 0 dil4 221 Pk� ciN iP CN , REVISED _ ON , UPDATED: J 'v 34412 , SURVEYED. S S-PT. tG , t' k . N ST, LOCATION SKETCH A PORTION OF SEC. Ca TWP S RGE 3 SCALE : 1" = 3oo' SKETCH OF SURVEY — OF LOT 13,14kis , BLOCK so + 1 . . 4 tape 1, 4 \ Sl- IOKES SEC'Z ‘oty ►4o. ACCORDING TO PLAT BOOK to_ PAGE 31 OF THE PUBLIC RECORDS OF OAOe COUNTY , FLORIDA NOTE ALL RIGHTS OF WAY, EASEMENTS, SET BACK AND ZONING INFORMATION MUST BE CONFIRMED BY ARCHITECT AND /OR OWNER BASED UPON DESIGN USAGE. CERTIFICATION: WE HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY OF THE ABOVE DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED UNDER OUR DIRECTION DONAU W Mc INTOSH ASSOC , INC DANIEL C FORTIN , VICE PRESIDENT PROF LAND SURVEYOR No 2853 STATE OF FLORIDA NOT VALID UNLESS SEALED" Prepared by CONALD W. McINTOSH ASSOCIATES, INC �8! NE 91s?STREET MIAMI SHORES, FLORIDA 33138 SK. No.: CS St - t9G 4€07 idor r N xe • 4 4 4 - oiv41 S1.4 ..e."/ ee etle,s4:. Ilk sN.;'., flb 4). o Of, — .....-.....1. .%•sF . —.k — "1 '"` _ .-.. p " ; .., 7,* .... r , `...` -,fry t - ... -M .. , Isp NG 6iill. '1,(c. l 4 Jk� ^ • . : ex 7 cr, FEAMS UN, ESE MA< ZS -COLUMN 35.cOLL-IN :4J T 45 4 T -coLumr4 15. - 21,54 ---- L4 ._75Y .p e. TB ra. i - 73P2 TB s mai TES - COL. .EASC1A %NALL LINE NICOPRES5 SLEEVE BEAM 4. COLUMN SCHEDULE CAME-22510N5. - MIA)(12 CLEAR - ti 3 - 3 - r•rPic,e;a_ 'ELEAsz.. a'. 7 7' • t . COL:" SPACING e: 7 - 0* . " 5 - 5" 170 " ' 9•-Q.• . 25 `V:. 4 S' 3r-f2. - 1 - r 7- 4* "11 rt - 0.1 tso IS' - r - - a. is. -XI' IV 1 • 2_11:11' 2.377'4 - zoo• V71 I T=TP 17 - 16•7_7 - 17 Or r.e 1.22", 21' - fo 0" : j I` 2 3'- 4" - 2V - - 51174" - 1 ' 11' - o. 0.12.50 32 3C 21-3". 22e-10' 3 5 •' .4 3Y-3" 130`-io' AY•; 3371 r3 z sox; 40`-& - * 3 --- 4.1r=2.• 4 r - 3 34-10' tcr zsi .1! va 212,3; E IV: 5 2 - riV 21-1"PURL1N1 4-105..S. (151E. SALLI_511:14. tilsr_Ecs SNAP 7. BE ANS:: - 601 SCREW = (3)4104.5/7,5.245.--) FAS:CIA ER .CI '4G DETA I SCHEDULE e wie.trax175 kt.s. TO .Zw .1 sae:Nit 4 Ig 10 s'! - L' sta 5, _TO : BEAll 1 COI 2 V1A.2._ 5CE1.5 ,e ,_- • . , . = 42_.T&II- . - -:.-0-: - - - . . • - 121.RIMELTER ,, • ":,14E.5012.E.R 5r')F 3 . 5 g.")Nt ito CNAIR RA,11; xt As. VvELOECI ENE BOLTS jr M • uiAMSTE.13_ _ ELRSCOPIE SERRATED T1.155E".0.4:3 K F ROY E ALT AT ... ?. a• RQQF s • - C.ABLE- BREAX1110 STRENGTil g1,2.00 •t• • t.re.k ANGLE 1• ST F--• P.NC2 (- 4O 4- e-cr -o• 1Q 8i e sCREWS. Er. 7!- - 7`..C3" o" 7'. co - 17C) s 3•C3' 3-0" V-0" 3' -0" tt it o• o- 0" hz 11 (22 33' 73 - 5'-0' . 6'.0" „ 2 7- 2 - 1V-0" - 13 . "-0" • 1V 3"-0 IV- 0" :15 .a.o• 14-cr to•-cr o• • 2 - 11 - 4 7 C7 ia•-o• to•-c.• lv-o• .• - :5 er-si zeTti• er le - ce va c - 43` 3 20-0" "200" zd-ct. 20 . :if 3 Cr 5-0' i3T 1•3 15.-0 ,V. ca.' goal, 2.0 14- - 3 - 13-Of .19•0' 13 i IT- CO 4 • 22-0 , ze.-0' a-0 25-0' 23' ▪ 3-0" 13"-0* 13 r cr 1G' 15% 3 200' ad-cf 2.0' Pii 20 *12.3 te 'I - a:3Y z 3 Ac z4rffe • 2J. -0"1C 23-0' . 2112V141.FR (a) 1 to x aia SCRE•^6 - 3 PENETRATION WA, . PACFI 4 18 eGx AN Le. E.A • ted1/41-4 t)AATf Q) - rt? ERA. - .METAL 33 OR LARGER 2.c.ELAAN coNNECTION' SLAB --- ...,-..; • •:°-1 , Th i (1; t. A A e i......c, ts EXPANOET ti(11€..: , . . -... - i....6s IN EXPA P _ OR JORDAN 410'35 ou -ANCHOR ._....E1 E,. FoOT1N3 BY OTHF-R1 UNLESS FOOTING 1•// I *3 ." ext5 cor.r._RE.Ie. 1 -. • . :. I ' JoRC,At4 *K ..c....f / - k ir . 10 . • . . DETAIL. o %) X1THERWISE NOTED ALTERNATE_ • - CENTER OF EL EAR SPAN RI 5 " SE SCHEDULE_ 3 - -\1 6-1 1 - RLs _V.Ft C„ - ST ENC,CVES _1 ANY Mt.7.4..._)C 1`.2(1. ()SUM! THt1.1 5 F LET CO THE thiERtOR .3v41414,NO PoOLS , ALL BE ' ECT 41.4 CI T .3e sc k ". BEAM L a - rfp. aRcx.11 STRAPS % BEL; cONN KTI R QN *-■ott a 1-44-4.-sa AT 1.2' CC. S-• *it O. ALUM. Yt.ASHER - _11.4 , 0R 1 411° Cg A rt Kr 1_4- L7 1 ( ''Z.5 . ,."--1 : ) • " - " i i __• • • 1 t T'YPIC-AL CORNER (0410ai C.C.4.5TRUCT0C/14 S.5.5CXEW- A SCREWS AT ENOS OF STRAP ■ DE TAIL ® __ [RAP SCREW CONNECTION REAMETER - 647 td - To 3 use. r.r. ,1,* AND. - (10P VIE-W) 3..... SiDE WITH 2 INO. VI.1.5. CNER 54. ut.5 5 5. M 5 ACCEPTANCE No. INDusTFIAL 2.14 de 13014 • L.. L of. 3.10 &VW" KKA1314-EE 14E141._ ILATIT: call. al t 11 NOI ES 1 oevr,r4 LOAD. NAILS N ANC. 01J7, 15 PS.F. Z - SCREEN C.1.0Tti 5: O GREATER. 3 --ALut-iitlum BEAMS AND,CDCUMNS 5I-IALL Mt-l. of .055' TH■ K Mat' TOLERANCE .AS PER S00114 FLORIDA cove.. 4. A.L.L.EXPCSEO;FAS SHALL 51e. 11014- " MAGNETK. S1AINLESS STEEL cik AILIMINUM excr.P.T.c.ABLe. 24AR0#1A.R.t. 1 FASTENERS Vi14104 IKAY 15a. HOT LAPPED GA LV. -STEEL NON ExPoSeo rAs MAY RE MAGNETIC STAINLESS STEEL, 5. ALL MASONRY'ANCHC.RING DEVICES SHALL BE -MADE OF IVA -COP.POSiVe METALL4 CONST4VC 'T•01-1 CF v.IRC.14 PVC.. PLASTIC. CR MATERIAL OF Ari'ROVED OuRAB1LiTY. AND SCREW FASTENING AN OPEN SECTION OF eXTRQS1011 INTO FASCIA CR • MU H ST Ava. A 4IA0 DIAMETER OF ye OR USE • WASH MN. DIAMETER. 7 , COLUMNS SHALL BL FASTENECJ 10 BEAMS - OR 51 WITH EASTENERS OTHER THAN INTERIOR 5CP EMS. 25-GOS3-1 ALUM. ALLOY BEAMS MILL BEAR EX TRUSJON .IDEN VIFKAT ON 1-'R4( STA.MPED 0.4t .. FOOT FROM EAG . ENO OF EE AM. FOIL° vt:06 APE APPROYE0 MAR.:31 BON 6061-1 M.C.3-T.O. 3- IN ADE:4 1 BEAM BEARING COLUMNS CUP :ANGLES taE. REG/VIREO ON OLUM2.3 AT le-o. C.C. LATCHES ON COORS Of SWIMMING POOL ENCLCL -SURES SMALL BE 5 Ca' ABOVE , J1.1PELHOLD ANC, SHALL BE SELF -LATCHNG SELF LOCKUNG TYPE. 11- SPANS ARE 1N ACCOPDANcE. WITH DESIGN CRITERIA AND TEST REQUIP.EMENTS FOR ALUMINUM Cth f•NCLOSURES AS AP PRQVED BY °Ape counre bLKONG N ZONING CPT. 12 MAY.N. UPI ALLOWABLE. OVE:RHANO (DIVE.N.,IGN 4, A) TRUSS ROOF r - 4.5" !AA". B FLAT OF-C< ROOF • Z4." WINGER LEN1T.-15 sECCORES ENGINEER .APPRE.NAL. 13- SERVICE DROP COMXOTORS, CR ?VLF'S DAD WIRING 511A.L1. :NOT INSTALLED OVER ANY SCREEN EN(J..054...iRe. PART. 14 rst, ?.1-4 APE ALLOY K.43-75 '15 t5 K ' ALL OTHERS ARE ALLOY 1,0r..3-TG Y5'25.14.51 ALL FANNECIORS ARE ALUM ALLCA W24-7,4 OR EC2u1NALE RT. 15. t4 NSAA05$ FOR 15 BEAM DADE COVNTY APPROVAL: USE 412. SG, Evy5 AT FASCIA. C0NNECT1C..N (De.7A.1- r:D') 0413 550 111. *4 MIALEAN, FLA. 33d14 Fa:7TO Ft n NE.1 EigtOrnrARD 551- Enc tosure 3r.et,t4 DAR D rAI Le. scsse.ou Lq - 14 EIG}1 T SPAN , '. No. CA.I3L5.5 Cr-0 TO 8•0 UP TO-O" s 1 MO" TO IV-0" 4-0 TO 1E.0 . ' 2 . • 0- TO -0• az% 0. TO - ... - V- l' 10 • -Q" LIP :70.13 ... '--- 1 . .. F5' TO p.W.CP "2 a . - r - ro wzr.:o. 2.W to 39' 3 FEAMS UN, ESE MA< ZS -COLUMN 35.cOLL-IN :4J T 45 4 T -coLumr4 15. - 21,54 ---- L4 ._75Y .p e. TB ra. i - 73P2 TB s mai TES - COL. .EASC1A %NALL LINE NICOPRES5 SLEEVE BEAM 4. COLUMN SCHEDULE CAME-22510N5. - MIA)(12 CLEAR - ti 3 - 3 - r•rPic,e;a_ 'ELEAsz.. a'. 7 7' • t . COL:" SPACING e: 7 - 0* . " 5 - 5" 170 " ' 9•-Q.• . 25 `V:. 4 S' 3r-f2. - 1 - r 7- 4* "11 rt - 0.1 tso IS' - r - - a. is. -XI' IV 1 • 2_11:11' 2.377'4 - zoo• V71 I T=TP 17 - 16•7_7 - 17 Or r.e 1.22", 21' - fo 0" : j I` 2 3'- 4" - 2V - - 51174" - 1 ' 11' - o. 0.12.50 32 3C 21-3". 22e-10' 3 5 •' .4 3Y-3" 130`-io' AY•; 3371 r3 z sox; 40`-& - * 3 --- 4.1r=2.• 4 r - 3 34-10' tcr zsi .1! va 212,3; E IV: 5 2 - riV 21-1"PURL1N1 4-105..S. (151E. SALLI_511:14. tilsr_Ecs SNAP 7. BE ANS:: - 601 SCREW = (3)4104.5/7,5.245.--) FAS:CIA ER .CI '4G DETA I SCHEDULE e wie.trax175 kt.s. TO .Zw .1 sae:Nit 4 Ig 10 s'! - L' sta 5, _TO : BEAll 1 COI 2 V1A.2._ 5CE1.5 ,e ,_- • . , . = 42_.T&II- . - -:.-0-: - - - . . • - 121.RIMELTER ,, • ":,14E.5012.E.R 5r')F 3 . 5 g.")Nt ito CNAIR RA,11; xt As. VvELOECI ENE BOLTS jr M • uiAMSTE.13_ _ ELRSCOPIE SERRATED T1.155E".0.4:3 K F ROY E ALT AT ... ?. a• RQQF s • - C.ABLE- BREAX1110 STRENGTil g1,2.00 •t• • t.re.k ANGLE 1• ST F--• P.NC2 (- 4O 4- e-cr -o• 1Q 8i e sCREWS. Er. 7!- - 7`..C3" o" 7'. co - 17C) s 3•C3' 3-0" V-0" 3' -0" tt it o• o- 0" hz 11 (22 33' 73 - 5'-0' . 6'.0" „ 2 7- 2 - 1V-0" - 13 . "-0" • 1V 3"-0 IV- 0" :15 .a.o• 14-cr to•-cr o• • 2 - 11 - 4 7 C7 ia•-o• to•-c.• lv-o• .• - :5 er-si zeTti• er le - ce va c - 43` 3 20-0" "200" zd-ct. 20 . :if 3 Cr 5-0' i3T 1•3 15.-0 ,V. ca.' goal, 2.0 14- - 3 - 13-Of .19•0' 13 i IT- CO 4 • 22-0 , ze.-0' a-0 25-0' 23' ▪ 3-0" 13"-0* 13 r cr 1G' 15% 3 200' ad-cf 2.0' Pii 20 *12.3 te 'I - a:3Y z 3 Ac z4rffe • 2J. -0"1C 23-0' . 2112V141.FR (a) 1 to x aia SCRE•^6 - 3 PENETRATION WA, . PACFI 4 18 eGx AN Le. E.A • ted1/41-4 t)AATf Q) - rt? ERA. - .METAL 33 OR LARGER 2.c.ELAAN coNNECTION' SLAB --- ...,-..; • •:°-1 , Th i (1; t. A A e i......c, ts EXPANOET ti(11€..: , . . -... - i....6s IN EXPA P _ OR JORDAN 410'35 ou -ANCHOR ._....E1 E,. FoOT1N3 BY OTHF-R1 UNLESS FOOTING 1•// I *3 ." ext5 cor.r._RE.Ie. 1 -. • . :. I ' JoRC,At4 *K ..c....f / - k ir . 10 . • . . DETAIL. o %) X1THERWISE NOTED ALTERNATE_ • - CENTER OF EL EAR SPAN RI 5 " SE SCHEDULE_ 3 - -\1 6-1 1 - RLs _V.Ft C„ - ST ENC,CVES _1 ANY Mt.7.4..._)C 1`.2(1. ()SUM! THt1.1 5 F LET CO THE thiERtOR .3v41414,NO PoOLS , ALL BE ' ECT 41.4 CI T .3e sc k ". BEAM L a - rfp. aRcx.11 STRAPS % BEL; cONN KTI R QN *-■ott a 1-44-4.-sa AT 1.2' CC. S-• *it O. ALUM. Yt.ASHER - _11.4 , 0R 1 411° Cg A rt Kr 1_4- L7 1 ( ''Z.5 . ,."--1 : ) • " - " i i __• • • 1 t T'YPIC-AL CORNER (0410ai C.C.4.5TRUCT0C/14 S.5.5CXEW- A SCREWS AT ENOS OF STRAP ■ DE TAIL ® __ [RAP SCREW CONNECTION REAMETER - 647 td - To 3 use. r.r. ,1,* AND. - (10P VIE-W) 3..... SiDE WITH 2 INO. VI.1.5. CNER 54. ut.5 5 5. M 5 ACCEPTANCE No. INDusTFIAL 2.14 de 13014 • L.. L of. 3.10 &VW" KKA1314-EE 14E141._ ILATIT: call. al t 11 NOI ES 1 oevr,r4 LOAD. NAILS N ANC. 01J7, 15 PS.F. Z - SCREEN C.1.0Tti 5: O GREATER. 3 --ALut-iitlum BEAMS AND,CDCUMNS 5I-IALL Mt-l. of .055' TH■ K Mat' TOLERANCE .AS PER S00114 FLORIDA cove.. 4. A.L.L.EXPCSEO;FAS SHALL 51e. 11014- " MAGNETK. S1AINLESS STEEL cik AILIMINUM excr.P.T.c.ABLe. 24AR0#1A.R.t. 1 FASTENERS Vi14104 IKAY 15a. HOT LAPPED GA LV. -STEEL NON ExPoSeo rAs MAY RE MAGNETIC STAINLESS STEEL, 5. ALL MASONRY'ANCHC.RING DEVICES SHALL BE -MADE OF IVA -COP.POSiVe METALL4 CONST4VC 'T•01-1 CF v.IRC.14 PVC.. PLASTIC. CR MATERIAL OF Ari'ROVED OuRAB1LiTY. AND SCREW FASTENING AN OPEN SECTION OF eXTRQS1011 INTO FASCIA CR • MU H ST Ava. A 4IA0 DIAMETER OF ye OR USE • WASH MN. DIAMETER. 7 , COLUMNS SHALL BL FASTENECJ 10 BEAMS - OR 51 WITH EASTENERS OTHER THAN INTERIOR 5CP EMS. 25-GOS3-1 ALUM. ALLOY BEAMS MILL BEAR EX TRUSJON .IDEN VIFKAT ON 1-'R4( STA.MPED 0.4t .. FOOT FROM EAG . ENO OF EE AM. FOIL° vt:06 APE APPROYE0 MAR.:31 BON 6061-1 M.C.3-T.O. 3- IN ADE:4 1 BEAM BEARING COLUMNS CUP :ANGLES taE. REG/VIREO ON OLUM2.3 AT le-o. C.C. LATCHES ON COORS Of SWIMMING POOL ENCLCL -SURES SMALL BE 5 Ca' ABOVE , J1.1PELHOLD ANC, SHALL BE SELF -LATCHNG SELF LOCKUNG TYPE. 11- SPANS ARE 1N ACCOPDANcE. WITH DESIGN CRITERIA AND TEST REQUIP.EMENTS FOR ALUMINUM Cth f•NCLOSURES AS AP PRQVED BY °Ape counre bLKONG N ZONING CPT. 12 MAY.N. UPI ALLOWABLE. OVE:RHANO (DIVE.N.,IGN 4, A) TRUSS ROOF r - 4.5" !AA". B FLAT OF-C< ROOF • Z4." WINGER LEN1T.-15 sECCORES ENGINEER .APPRE.NAL. 13- SERVICE DROP COMXOTORS, CR ?VLF'S DAD WIRING 511A.L1. :NOT INSTALLED OVER ANY SCREEN EN(J..054...iRe. PART. 14 rst, ?.1-4 APE ALLOY K.43-75 '15 t5 K ' ALL OTHERS ARE ALLOY 1,0r..3-TG Y5'25.14.51 ALL FANNECIORS ARE ALUM ALLCA W24-7,4 OR EC2u1NALE RT. 15. t4 NSAA05$ FOR 15 BEAM DADE COVNTY APPROVAL: USE 412. SG, Evy5 AT FASCIA. C0NNECT1C..N (De.7A.1- r:D') 0413 550 111. *4 MIALEAN, FLA. 33d14 Fa:7TO Ft n NE.1 EigtOrnrARD 551- Enc tosure 3r.et,t4 DAR D rAI 45.Q6"/X0C/7 5 - ',A.A1 yi /-(--; i)-s' /Aif • 4 4 :72, v "/- /I i/V/"/ fle,) 1,445 /At .5 1 L. w Al Pr .`-?" 5 A/C 11 Ai/ r .f A / AV ,4' 'WO V el .ef - '2, I 1 ,At/ivc,t)eq 1 ivry v4 ex/ o / .5 /1 • ro /0 /--c‘ 4 ST"C; 4 r voc),Q5 - fflif i fit. / j r - g A,/ r ____/,./..s.r.) 1. 1. As■-• W / $1-14:1* - f..).'4 Y w .1 ,- 4 .); ri c/o Ai /4 c O'' ..t L. clAJe 4 '- 4 " , 61/ Po c 4/6 w( Ai,evr /Air r>d‹,i4 _ [ 1 4A/ r ' • c - ,44 ve• -s cloy fa)fi../.. S. -" Cf: ./1 kv 11. r. (-"A•71.. /AA"; J I , ‘N i; 1- r x rr 4:41'-ir'e% e C A • •• • C -f/A1,4 I fs, s s 1 /44 ,4 1A -fdfR 4 e 31.0 .4.. 1 A!/e1/ 3-/A rr: 14. • i i k i .5 1 - -4 ,.. Z A 1 vi Alp, f 4— -..----- — 1 P.er,71, . 94 /0 .t OP:5"/•//tiri kT:V/-ri r9 5 Wei 1. .1., <,'0 • f4f AS /5 .1*.; ‘-*/ Qv •./f) /11/ 1 •••ic feti9 • fr o a` 41 / 0 /- r a - 0 r< / 0 ' 4 g31 c7; C 5 1 4 t,4 ei rj C. 41 4 4 0 4/ c j`-'7, • if:x?si—e; ../4 Algsv :iv; 1) I-, 1 I, • Air) - - r . • ,••• ' • • . C! • 1 f 4 fer-i,c'7-t.,.d/5- . . co, el ..?le r 4.7 • . , • • ■•••• • 1 +.4.. •■■ -eV; ,Ao • 7 x Al 1 ire4 , 5 oki i • - • - . 9 *1, 2 N. , (1 / 7/1 If' .40,q 4,; AstA: tv \r• ) r 7 • ;••. "" •Y; 11°`"--"" • 1* 1 ' • • , • , oj • - • . . • . , • • , . . • • • • ' /-s pip e 21.21 913 3o a' - 210!33- 19 ° CAL. . 1 F 150 FLA1•4 , ` 101 4.1' � 1!,' " i 2)' Pl 0 otd l ;nk ((etc it 221 Pk..5 if) d LOCATION SKETCH r1 A PORTION OF SEG. 6 ` Two 534 ta.Q2 E SCALE. ►" 300' • SKETCH OF SURVEY OF LOT t'Vct.1 HLOCK 'aee. -‘©t$ No. ACCORDING TO PLAT BOOK 10 PAGE 131 OF THE PUBLIC RECORDS OF 0A6 COUNT . FLORIDA NO E ALL RIGHTS OF WAY, EASEMENTS, SETT BACK AND ZON1t+1£ INFORMATION MUST BE CONFIRMED BY ARCHITEECT AND /OR OWNER BASED UPON DESIGN USAGE. CERTIFICATION WE HEREBY CERTIFY , THAT THE ATTACHED SKETCKH OF SUF tHE ABOVE DESCRIBED PROPERTY IS TRUE AND 0 CORRE( BEST OF OUR KNOWLEDGE AND BELIEF AS RECEwENTLY UNDER OUR DIRECTION -tkv, J 1 3 . - 41 4 ':`,,i ?C)1ti Imo. "..5"d ;. 1 ( (-) t i , 3 ' 4 • t ca r rj? 1-101 j f~UFLI 'St4. 0 E. E:"Ar.;t: r fC.xi.'s'r mo y.. 1. 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ONNIER -1Akl.I.- Frecivice A •FitiEleisl 5NeA.zUsz5 FN 65 CO NALL IN Aecagp 14 1714 . . cove Ftedzuir-amet4r FOR i*r e•AeKleg.s. i . AT 01 IW ION i1 N1214 1At-it2 AN t7 14:3(A.t. eArs'Ama Or . coin 1 1.1P7 a N PreW21-. X ka612 aft .vpig4,..Tuge.tr-z AG TO NelT1FY EN NIESP 1 s c P 0-nicse-oNDI Age ewtjr..rirozgal 3 AU.. GON. IN , 5L,Ae., ON FILL. t514,AU....175VELOp Ve:etv PPII GOfrIppreobAtlyi •,-rgewfri IN vert F4- WA t71 * AL tie. IN GoMPI-VasKJOS WITH APPre• 4 --6 - 1 1 ctsi rit3r5R. fi,..i7i..J LS . 0 Pft.auga doe.4 AIR RgLiEto WON r QIING REVISION DESCRIPTION WR.OVIAVG VA■1>r MIAL) OHO, AO0vt ceeiK/ LINPWATER R ";" ------- wa — mmumama . ~ 4.0 MtH. ,/4l NON cotocoroivrs CONDUIT 2+5 OtAft.5 go.GH V■lAy DATE v4l-1-6 To e A coNG. evri al KOtririvrece koLf 4 ewPriovi vit 41 awe. al2 ei6.44. 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