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HomeMy WebLinkAboutPLANS/-z J t�. LE MIon AUG 0 2 Z018 ST. Lucie County, Permit Z.' W / Fro 8 - 00 S 3T. LUCIE COUNTY BUILDING tEVIEWED FOR COMPLIANCE tEVIEWED BY G )ATE_ LANS AND PERMIT MUST BE ;ITE OR NO INSPECTTONI(ZNA -ON JOB BE MADE THESE PLANS AND ALL PROPOSED V4rW ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSANY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. KEY PLAN BUILDING NO. OF UNITS UNIT NUMBER NORTH 3 201, 301 & BOB - sFa: INDEX SHEET DESCRIPTION S1 KEY PLAN.�`' S2 SUMMARY OF QUANTITIES 1 S3-S5 INSPECTION SURVEYS SP-1 SPECIFICATIONS SP-2 DETAILS FLOR1OA REG. #B)520 j M.ENGINEERING, INC. JOB OCEAN HARBOR SOUTH NORTH BLDG. BALCONY REPAIRS 4250 N. HWY AIA FT. PIERCE, FL ]ME JAM mk @awing and classic. ce shown Is the property of ML Engineering. Inc. ReproductionanWoruseofthisdnr ing or any content therein. withoul express Is prohibited may cloornistitute an lniMge- ment, and may be subject to legal aoXon by ML Englnearing. Inc. JOB NO. 18-153 Consulting structural Engineer 203037th Avenue Vero Beach. Florida 32960 Phone: 772.569.1257 Fox 772.569.4041 °�""'"�' TR `"E`"m �' ML TITLE: KEY PLAN SHEETNO: S-1 OF 5 SHEET CONCRETE REPAIR, I. SAWDJT AROW THE PER.'_ JF TE AREA TO BE REPAIRED IN A RLTAN61LAR PATIHIL C4��-a,.N.L 13E MADE PARALLEL OR PERPBOICU.AR TO TIE SIB W6 5 AS PHt THE DETAL5 %UW DO NOT CUT ANY FLUSTN6 F WORCIHG ST$. IF STEER. 15 DICOUATHRED FEDUCE THE DEPTH OF CUf AS REWIRED. 2 R15HO E ALL FRACTURED, LOOSE AND UNSOUND CONCRETE CLIP SLWAC4 5 TO OBTAIN A SRFAYE ROUST E'S OF I/4' (t VS,') PREPARE TIE AREA SO THAT TIE SII%ARE VERTICAL AND LEVEL 3. HERE ACTIVE CORROSION IS FOND, CONTNE CNIPMNC TO A DEIH OF 3/4' ARLUD FEN-ORUNS. 4. IF ACTIVE CORROSION OR IRSOUD OR FRACTURED CONCRETE EXfEND5 BEYOND TE SAW GT AREA EXTEND THE REPAIR AREA AS REWRED TO INCLUDE ALL ACTIVE CORROSION AND MOD WNGEIE 5. EMSTIN6 RENP. B/3S SHALL BE ROBt TOOT. YARNED OF ALL SCALE AND TRUST. BARS ARE TO BE WIxED IF EXHIBIIS 6 EATER THAN A 20%L0556 OF CROGS SECTION HIH A BAR OF SAME SIZE AND LAP OF 35 BAR DIAL OR IF LAP SPLIC.IN6 6 NOT POSSIBLE A DRONE. OF SAPS 512E SHALL E EPDXY ANCHORED TO A DEPTH OF 12 BAR DIAM. 6. AL DasTIN6 REI FORGNS STEEL HECN CAN BE REMOVED BY HAD AFTER CONCRETE VB40ELTION 15 CORNET® SHALL E REPLACED NTH HEM Li 1; 5 OF SAM DIAPEffi2 AND EACINS A5 THE ORIGINAL 511D.. 1. NEE REPLACEMENT 5 WXaSARY TIE DMIN6 RENFORON 1 STEEL SHALL BE Off LEAVENS A MINIMUM OF 35 BAR DIAMETERS ETEDINS OUT FROM THE SOLD cM;lETE TO ALOH FOR LAP 5RJON S OF N34REINFORI.B•ERf. 6. HER DCNBJ%HIM BARS NEXT TO EOSTI116 BARS, HOLES SHALL E DRILLED A MN OF 2' APART FROM TIE MSTNS BARS. CARE SEAL. IE TABN TO NULL PARALLELTOTHE ERISTNG STEEL TO PREVENT SPALLINS OF TIE CONCREM DRILLED IDLES SEAL. BE PER THE FA5108R HAMIFACIIRDL5 SPECIFICATIONS AID FLED NTH EPDXY. N31 DOSS SW.L E INSERTED TO IRE PAL DEPTH. 4. COAT ALL DIPOSFD RBNF BARS NTH CORROSION INHIBITOR PRIOR TO RACM HEM CONCRETE 10. CONCRETE E REPAIR PRODUCTS 51NAL IE AS PER SPECS. IL AL COWMTE DDMOLTON SHALL BE R ACCORDANCE MTH THE REC*MOATIONS OF TIE INTERNATIONAL CONOEM REAR USTIUIE CONCRETE REPAIR PRODUCTS I. CONCRETE REPAIR MATERIALS SAL E MAN,FACTUED BY BASF. ALL PROPRETAFT MATERIALS SHALL E APPLIED IN STRICT ACCORDANCE HIM TIE RAMEACM71 R'S SPECIFICATIONS. HEE THE HMPACM72 R5 NSTRCTIONS oolf T NTN THIS SPECIFICATION THE CONTRACTOR SHALL SUNG SUCH CONFLICTS TO TIE ATTENTION OF THE OMM MDR To TIE APPLICATION. AL 14AT K SHALL 13E FROM A SINGLE 144IFACTIRHL TO ASLIRE COI•FAMLIM KAW AW KATGUNS OF VARIOUS, PROOJCTS FROM DIFFERENT MAFFACTRER5 5 NOT A.LOMD NTHOR PRIOR APPROVAL THE FOUGHNG FPODICI5 SHALL 1£ HISM AS DESCRIBED N THIS SPECIFICATION. 2 STRUCTURAL REAR POURABLE t PATCH MO UM& A VERTICAL A HORIZMA. FORM 1 FOR MASIERBW.O SW B HORIZONTAL PATCH 1061EX G. VIRRTICA. t OVERHEAD PATCH N42CL'1 D. SEALANT MASIERriAL NP4 E. CORROSION MOTOR W5TEREM400 PIM F. BODINO A681h MASTHRE4AY.0 F124 6. HATEFTROOFM COATING, MASIE 50L TRAFFIC 500 3. 5TI000 REAR SHALL BE A MN TWO COAT K46ONZY CE ENTSA D NXRRE AT 63 RATIO IN ACCORDANCE WTI THE PORILAD CEMENT A85WATION YORTAND CENT (WCY.0) MANUAL A PORTLAD CEMENT IN AGCOfOANCE NTH ASTM GAS B. KASONRY CEMENT N ACCORDANCE NTH ASM WI C. ALL MGM SWY E HAD STRUCK NTH NO PETAL BEADS WATERPROOF COATING L SEAL ALL ARDW BALCONY DEWS AONS HAL5 AND DOOR THRESHOLDS NTH A PMMM 3/4INCH GAIT STRIP OF SOHNIZIGRW HP-4 2 PROVIDE A SATURATED SRFACE-DRY GONXTION ON ALL CONCRETE SURFACES TO RECEIVE RE GOATNS. NO FREE STANOINB WATER ALLONrED ON CONCRETE SURFACE PRIOR TO 26TALLATOL 3. APPLY TIE HAT3RPROCF BAELOAT FJR MANIFKTUREt5 SPEGPCAIION5 GOATNS SHALL COVER THE CANT STRIP AT AL. WALL JOINTS, AND 5 RMW TO WEND IF THE HALL SWAGE A MMMM OF 2 INCHES AND SAL. ALSO GOAT TIE OUTER VERTICAL EDGE OF RE BALCONY SLAB. 4. AFTER SFFCIBT GM TM SRFACE D&TCIS SHALL E REMEDIED AND FINAL MOOR FINISHES U6TALLID. AVOID SURFACE PREPARATION I. HORIZONTAL SRFPGE5 A CRP OUT LOOS CONCRETE WTHN THE HAHW AREAS AND DETERMINE DEPTH OF RffiFORCIN6 STEEL SMCUT AROID PERM N OF THE REPAIR IN A RECTNMAR PATTERN TO A DEPTH OF A V2 INCH OR LESS TO AVOID OTTN6 THE STEER. R F04M THE CONCRETE WON TIE SAW OUT AREA NTH HAD GRIPPER TO EIFOSE TIE CORRODED REIIFORCINS STEEL AND TO REMOVE FRACTURED OR USOUb CONCRETE IN ACCORDANCE NTH THE TSCOM•E RATIONS FROM'KA . GIP APFACES TO OBTAIN A SUffACE RO(OIFx PROFILE OF Ve INCH (4/I6). 1 ACTIVE BAR CORROSION 15 FOND CONTINUE GAFPIHS TO A DEPTH OF 3/4 INCH MN CLEARANCE BB.OW CORRODED FEARS, MAKE ADDITIONAL SAM OAS AND GNP AS REWIRED TO FDFAND THE REPAIR AREA EFFECTIVELY THE CORROSION FOR APPRO"TLLY 6 INCHES BEYOND ALL ACTIVE CORROSION HERE BAR 0OR.O.4GN 5 LIMITED TO NORMAL MILL SCALE AND SI FACE O)WATION AW LE5 THAN V2 OF THE BAR DIAMETER IS EV05M WITH RE4ANP6 CONCRETE DULY BODED, UDEROIfNN6 THE BAR 5 NOT RBSIIIRED. IF TIE EXTBT OF CONCRETE DAMAGE ME" BEYOND THE ESTIMATED A1FA NOTIFY THE ODDER OR ENMHEEt BEFORE PRO EEDINS. 2 VERTICAL AM OVERHEAD WACO A VERTICAL NO OVERHEAD SURFACES SHALL BE PREPARED IN A SIMILAR MWIE RTO HORIZONTAL SRACF5 DESCRIBED IN PLAN THE CONTRACTOR SHALL VERIFY THE AMOHIT OF CONCRETE COVER OVER RENFORCINS SIB AW SHALL REDUCE THE DEPTH OF SAHCUfBN6 ACCORDNSLY TO AVOID CUTTINS ANY BARS. 3. IM EMTELY AFTER CLENU1115 AND REIACE E NT OF FEWORCAN6 ST$, APPLY TWO COAT5 OF CORROSION INHIBITOR PER MATFACTFER5 SPEGwCATIONS. CONCRETE PLACEMENT L INSTALL FOR410M AS REiUIRED FOR EVE£ AND RILL DEPTH REPAIRS. FORMORK SAL- E SHORED AS NECESSARY NO FORS SAL REMAIN IN FACE A WNMM OF N DAYS. 2 BOW THE REAR MATERIAL TO THE PREPARED AREA NTH ONE OF THE FCLLONN6 PETHOD5. A APPLY BOOING AGENT TO THE PREPARED CONCRETE SLRFACE ACCO DW TO THE MANFACTRER5 INSTRUCTIONS. B PRESOAK SMT ATE TO A SATRATED SURFACE MY CONDITION I4M W STAWINS HATER AMY A ORBTOCK DO NOT ALLOW THE SLURRY TO DRY PRIOR TO INSTALLATION OF THE REAR MATERAL DO NOT REE4PM THIS 50110 COAT. 3. MECHANICAL HUM 5 REDOMBDEP NTH THE USE OF A SLOH SPEED DRILL AND A JflIBRTIFE PADDLE OR N AN APPROPRIATE MORTAR MUCK TYPICAL MIA NG TIME IS 3-5 MINUTES. DO NOT ADD MORE 5. EVAPORATION RETAR IPM NEE RAPID SAVAGE EVAPORATION MAY OCCUR, N NOT. WINDY O NXTION APPLY SPMFED WMORATION RETARDER AC,GQRDIN6 TO HAHFACTFSR5 RECOMMENDATIONS. 6. NNLSHNB, COMPLETE? REPAIR SPIFICE5 510AD E 51RA5Hf, THE AND MATCH D611115 PROFITS, DO NOT OVER WORK THE UWAGE 1. AFIHR APPLICATION 5 [CAPLET® AND REPAIR MATERIAL HAS SFFGBTI.Y SET SO RE5ORDIN6 NLL NOT DAMAGE it, FE50W PATCHED AREA TO INSEE PROPER BON INS OF THE REAR. MATERIAL 6. ALL REARED SURFACES K15T E CURED FOR A PNUMI4 OF 5 DAYS POST TENSIONED CONCRETE L REFER TO THE F OST-TRENCH INSTITUTE FED PROCON;E5 MANUAL FOR UE=EO SI S E STWO 75OONS FOR SPCTAFGATIO16, 2 ALL SLAB TENDONS WILL CONSIST OF THE UN -BOOED TYPES NO SWJl E 210 IS LOIN RE AYATON STRAW. FDW AND 5TRE55I115 ENDS SHALL HAVE CORROSION FROIEGTION ASSEMBLIES NTH PROTECTION CMS. 01CAPSI ATD 5YSTEU 3. F'ROFLE DIMENSIONS SL1LL MATCH TIE DWINS KIM STRAND AND CROSS SECTION. 4. TIE 5TRSESM OF THE SLAB T3DO15 MAY COMMENCE *0 CONCFEIE TEST MENDERS INDICATE TEAT A K MM COMPRESSIVE STFE STH OF 3000 FPS HAS BEEN ACHIEVED. 5. PROVIDE CONCETE TEST REPORTS PRIOR TO STM55M GABS. 6. ALL POST T3SIOH GAMES SHALL E REARED BY A POST TENSION TECHNICIAN CERTIFIED W PT. CERTIFICATE SIML E SB9TED. IT ._ ME AVOID COMPLEX REPAIR GOFI6RA IOH5, SIM LIFT' SUMS AW E MNATE ISLANDS SURFACE PREPARATION GEOMETRY SLAB IN PLAN SCALP V2' = P-O' DESIGN CRITERIA ­1 FTIRIDA RAIDING CODE, 6TH EDITION WV - E M49 BULDUYfi ROOF LOAM N/A BALCONY FLOOR LOADS PSF UVF 40 P5F 0A PER ASCE T V(�I SPEW I V(raRU 32 N� < 120 FT WA 11 ;OEFF. tDID D GZ 56J PSF fa`A SCAN. 13' St. Lucie GUT PARALB. OR PERPEDICLARTO SIGH E X15 4 MALLS BO ZONE 5 5 WTFN A DISTANCE OF (a) = 6.0 FT FROM BIDS, CORES. SCOPE OF WORK I. SCOPE OF HONK 15 LIMITED TO THE REPAIR OF CONCRETE BALCONY SLABS a UNITS 201,501 t 606. 2 ALL WORK SHALL E INFECTED BYTE E SINEaR OF RECORD A WANTTE5 VE IFIED PRIOR TO C42 CFEM M.ACE•E T. 3. CONTRACTOR SAL NOTIFY HL ENSREERRI6 FOR ALL THRESHOLD INSPELIIOEI A K MM OF 24 HOURS PRIOR TO INSPECTION STRUCTURAL NOTES I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN TIE FEED AND NOTIFY THE E SINSER OF ANY DSGR AIDES PRIOR TO CONSTRUCTION. 2 ALL MiSiTRCTON SHALL BE BRACED AV SNOW BY TIE CONTRACTOR AS RBWW TO SAFELY PERFORM THE WORK CONCRETE I. CONCRETE NOIC SW.L E N ACCOWANY,E HIH TIE FOLONNG, ACV. M 'SPECIFICATIONS FOR STRCTIAL CONCRETE FOR SAL.DINST LATEST EDITION. AJ. a16 SAD06 CODE REfWRDET5 FOR 5TaICT ;VL CONCRETE. ICRJ:'INTERNATIONAL CONCRETE REPAIR NSTTUTV LATEST EDITION. 2 FEADfNXEDY,ONOEW5714 GMSWLEASFQLOG, 5000 PSI 28 DAY COMPRESSIVE 59EN6TH W SLCA-PIE SNAP 5' t 1' DO C.OW45 M MOTOR. (4 6A PER GJ. YDJ WC RATE 05 (NANU 3. GRCRETE SW113E TESTED N ACCORDANCE NTN ASM Gall. AMNHH OF 0)TEST GYLWERS SHALL E TAQN FOR EACH TOO CI YDS OF FOR{ HTH ADDITIONAL SETS FOR EVERY SO GJ YO5 OF POR CYLtDHRS SHALE TESTED AS FOLLOW. I@3DAYS I.1 DAYS 2.26 DAYS 10 56 DAYS (IF THE MNMM STRBYiM 5 NOT PET N 20, DAYS) REINFORCING STEEL 1. ALL IEIIFORGN6 STtB SHALL E IN ACCORDANCE NTH ASIM M15 BRAVE 60. 2 AL BARS SHALL E COATED HTH A COWD510H MOTOR 3. SUPPORT BARS AND ENDS OF MAIN FENFORCAN6 BARS SHALL NOT EX1E D MORE THAN I'-6' PAST CUTER MOST CHAIR OF SUFOW BAR 4. RENORGN6 GNATS SAL- E PLASTIC, NON{ORtOSON 54R SUPPORT 5. THE MN(4M CON;ETE COV9iA6E SHALL E A5 FOLLOW. FMOSED TO CRATER 1 W IX5 6. PROVIDE qO PERU LAP 5FJCIE5 AT ALL INTERSECTIONS. 1. RENFORONK SHALL E LAPPED SPLICED AND TIED NTH TIE F-OL.OWNS MNMM, 14 241N5 6 301N5 46 561NS JOB ISSUE DATE 5/�/1 a REVISIONS: DATE: NAME: OCEAN HARBOR SOUTH CONDO - BALCONY REPAIRS J V This drawing and design as shown is JOB NO. the property of ML Engineering, Inc. ENGINEERING, INC. 18-153 Reproduction and/or use of this drawing Consulting Structural Engineer NORTH BUILDING or any content therein, without express s 9 4250 NORTH HIGHWAY Al FT. PIERCE FLORIDA TR ML consentorpermission ofthis an DRAWN BY: CHECKED BY: 2030 37tFl Avenue r t .7 is prohibited, may constitute leg infringe - Vero Beach Florida 32960 / menf, and may be subject to Legal action Phone 772.5691257 . R;c 7725694041- " TITLE: SHEET NO: SP'1 OF 2 SHEETS D by MILEngina6ring, Inc. SPECIFICATIONS E*05E AMNR OF N2WORRDI Mile RNIJN6 TO BE IOVED 4 REINSTALLED PER DETAIL I `— SLAB E 6E TO BE R340VW IitlST F+HNF. TO RBANN GOHRAGTOR TO VERIFY LOCATION OF PT GAME 4 LOCK OFF PRIOR TO FESAIRN6 876E BALCONY EDGE REPAIR (FULL DEPTH REPAIR SIM) NTS. NOTE I. SEE DETAIL RESARDNSS PAr GALE LOGAIE Fr GABLES AND CHIP CHIT 5E010111 OF CM TO INSERT LOCK OFF TO GABLE 2'-6' KK DOSTIN6 / BALCONY 511E PLASM TUB W N3i NYAIORMTI W AP NATI3211aff COL FITrIN6 t PLASTIC GP 0 SHEATH SEE FT POUTT REPAIR 2Kx24'MIN - BURSTERS BARS POST TENSION IP.T.) LOCK OFF REPAIR NOIES3 NTS. I. LACK OFF DUST T HRE STRAND Fr CABLE 2 DE 5TFES6 Fr GABLE 3. RE-57FiE56 Pr GABLE AM C*r- REPAIRS ARE COMPLETED 4 A HN OF 3000 PSI 5 ACHIEVED. B EJOSTNS BALGONY SLAB 294 BIRSnNe BAIN.S — EASTP/TCNIlE P.T. POCKET REPAIR DETAIL FLIED PLASTIC CAP P/r AW" PLATE HIS NOTES: I. OEM AW REMOVE CONCREIE FROM POST TE"POUZ15. 2 CDr aM ANY H9R BNVE AMaW OF POST TUNON GABLE KTHINVb' OF ED CAP. 3. COAT END OF POST THMON GABLE NTH CORRO5 INNBITOR 4. RE TALL PLASTIC OEASE FILED ENO GAP OVER EXPOS GABLE EW. 5. PATU POCKET KIN NON-SIRRY.E NOR4VALLIG, HIGH STFEl6TH GROUT. EXIST FEW. TO R04NN r� SPAWNSKEA a TO BE REPAIRED o UX3M EXIST FEW. SAP 4 POWER TOOL aEAH/PAINT DW CORRODED BARS b' EWOM AHR OF . OF NON -CORRODED REIIF. 11 . G OF RE'NR AREA N ROLESEN SURFACE SPALL REPAIR (CEILING SIMILAR) RTS. 314' EXPOSE A HN OF 6' 6 ( OF NONCQ&OD® FETE. MIND FLUSH W SIWZMNS SURFACE AFTER REPAIRS 4 e EXIST FEW. TO REWN EXIST GOLUN UNDERCUT EgST REIN -' — 3/4' 4 FOYER TOOL it CLEAN 4 PART EXIST f.LftROOED BARS c 9 5N4 CUT AROIND PERNETER OF REPAIR AREA I ROWFEN Eu6 COLUMN REPAIR DETAIL RTS. F7XI Bill� EAST 55D TO BE REMOVED I - FE-INSTALS) AFTER SLAB 15 REPAIRED. PROVIDE SEALANT IN ALL FASTENER HOLES EKIST EarrTE sTOBEREMOVED- 4 FE416TNIED W 55 FASIEE5 I PLASTIC SNH5 UNDER TRACK PROVIDE TEMPORARY WEATHER 1441J., AS PER DUAL \'' SUFAa: SPALL TO BE PROVIDE 5 R�D ARAS PER PLAN j ; ., ^. I` 0DOORR _". _. INTERIOR N I� 54LANI RIMETEt EXTERIOR TYP._ SECTION ®SURFACE SPALL RID SGD RTS. NOTM I. PROVIDE TEMPORARY MEATIER WALL 4 REMOVE SLIDING 6LAS6 DOOR i SUITES. _ 2 REPAIR SRFACE SPALL 3. RE-ItSTA L 51v W 55 FASTEERS N POLW✓EINA E FILLED HOLES. 4. PROVIDE ADEXATE HAn3RPROOPM AROND DOOR PER HE'THR 4 GN).K W POL.YIREBWE'SEAL.N1I. 5. REINSTALL SWITE5 W N34 5S FASTENERS IN FOLYUZEHWE FILLED IN HOLES. PROVIDE PLASTIC SNMS UNDER TRACK 0 EACH FASTENER FOR DRAINAGE. -"- - JOB j�/� /�NAME° OCEAN HARBOR SOUTH CONDO - BALCONY REPAIRS I`aU�ENGWEERWG, INC. Consulting Structural Engineer NORTH BUILDING 203037th Avenue 4250 NORTH HIGHWAY Al FT. PIERCE, FLORIDA Pho,ne:. TITLE: DETAILS EXISTINS RAILING TO EE — F040VM 4 REINSTALLED W N34 POST BASE PLATE NEW 4X4W4 ALUM BASE R. MELDED TO EXIST P05T W NEW PRO -TILT FASTENER SYSTEM, 114.0 5TNNF56 STEa ANaM W GAP 4 5LEEVES IN URETHAN: FILED HOLES CORE MOUNT HANDRAIL POST REPAIR NTS. NOTES: I. RE40VE PORrION OF D01119 RAL1N6 POST B49EMM IN SLAB, 2 GLEAN CORED NOLE OF ALL VEERS N 6ROUT KT H REPAIR MORTAR AS PER SPEG5. 5. RE-145TALL WJORAN. W MODIFIED SURFACE MONT POST BASE A5 PER DETAIL 4. PROVIDE NEM PRO -TOT FASTENERS 0 ALL POST BASES THE VEOIM TO HAILS FLOOR / CBUND 3/b' aTX FLYN=OVER — VISREEN BARER ON EXTERIOR 50E OILY OVER LAP FLYWOOD A WUN OF 6'PAST EA.W9 E'OST. BEAN TO Fe" FACE OF BLOCK LEYOND 2R4 FT HOOD HAA7E FASTENED TD SLAB 4.14N05 W 3A610 0 TAPCM 0 24' OL. TOP 4 BOrtOM 2d S11D5 0 24' OL. MAX TEMPORARY WEATHER WALL PARTITION Kra ISSUE DATE: 5/17/1 O REVISIONS: -, r \I JOB NO.18-153 DRAWN —CHECKED TR CHECKED BY: n nR SHEET NO: SP-2 OF 2 SHEETS 1 DATE: R This drawing and design as shown Is T the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express q consent or permission of this company is prohibited, may constitute an Infringe- ment, and may be subject to legal action by MIL Engineering, Inc.