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HomeMy WebLinkAbout391 Merry Brook CirCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 B— t 8 of Documented Construction Value: $ 776.00 Job Address: 391 MERRY BROOK CIR SANFORD FL 32771 Historic District: Yes ❑ No ❑ Parcel ID: 27-19-30-506-0000-2120 Residential Q Commercial ❑ Type of Work: New 0 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ II SCREEN INSERT AT REAR LANA Plan Review Contact Person: Emily Silva Title: Screen Manager Phone: 407-363-9800 Fax: 407-985-2815 Email: emily.silvertrendCEDgmail.com Property Owner Information Name Taylor Morrison of FL Inc Phone: Street: 151 Southall Ln Ste 200 Resident of property? : No City, State Zip: Maitland FL 32751 Contractor Information Name Silver Trend, Inc. / Jose Julio Da Silva Phone: 407-363-9800 X 1 Street: _1710 Premier Row, Fax: 407-985-2815 City, State Zip: Orlando, FL 32809 State License No.: SCC131149963 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application�� ` / f NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ,Z�4wez:� M/ 1 &14/1 lip—le— Signa a of Agent Date /w�,- ox/zr- re of actor/Agent Date Jose Julio Da Silva Jose Julio Da Silva Print Owner/Agent's Name Print Contractor/Agent's Name 'I,. ©g i z�v©9,18 Zoe Sigmfiureof Nd - tate of Florida Date Signatury-State of Flon Date fu41SmuoB io r rueNwepuO�JQnd+UpWN �- Wf1oR4nd4MaNN41PaWo8 6loZ'S Isn6nv :063bidXX3 * 610a IS 1sn6rrd :S3HldX3 10OL06 �3 4 NOISSIVOOO AW 1,00406 iJ 0 NOISSIWW001JN INI(lOtl� ?USS;:'-t!v!N „ 3111NIt1tltld 10SSIlliVW _ -- Owner/Agent i rsona y Known to Me or Contractor/Ageni is V Persona ly Known Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY to Me or Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: 5F S,Z-l$ COMMENTS: D` I o h& SC'rGch i 4.S arf- I. f r-e-,,- ai . Revised: June 30, 2015 Permit Application REQUIRED 111`iSF EcCTICO S EQUIENCIE B?ff- I P" 1997 .Addiress: i �Nf � pDlGNiS� I�1�1(&J�r�ll�'iC s l Iln M�RC 1-us eefllon llDeseII'Il a Footer / Setback Stemwall Foundation / Form Board.. Survey Slab /Mono Slab. Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing— Walls- Sheathing— Roof. Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building - Final Door Final Winclow- 11 Final Screen.Room Final.. Pool Screen Enclosure. Mobile Home Building Final. Pre -Demo Final Demo. Final' Single Family Residence Final. Building. Other imm Max IInsection llDescrj[Dttllon Electda Underground Footer /' Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final ^'W fau".!'.'crtY' T:F.d 1Kti�•..'.�,•'t.���1��)oel�n: y���%f'^�a�c(ar ��,��,�snw:.. i ��P"fYY'R �+' i`yV �ry tTtNI'c:: � �C1+��CMa �t :i ��{{��rr,,,,��� � , f7�`A �lS.��.�i]�i. \�•il%t.�'Ni �y . i�? �� f ♦ �'r..j � •"Y.'�i' 1Nl i9♦ M'��+�j4 ..�u±5°1�`V'++� � Jr'�� ?..•�7rn':rw•R:�^..xit•insEi'.if'�--r.' '^'r+h'�vY^' �"'�L..r`�� .• . `F'�'T mim Max ection ]LDescrA till®n Plumbing Underground Plumbing Sewer Plumbing Tub- Set Plumbing Final Dun Max ][�n� ecflon D'escr:ij ion Mechanical Rough Mechanical. Final. min MIaxC rms ec>tnon. Descr i ttnon Gas Underground Gas Rough Gas Final REVISED: June 2Q14 4/11/2018 SCPA Parcel View: 27-19-30-506-0000-2120 OavldJoM m,CFA Property Record Card PAPOPPAWR Parcel: 27-19-30-506-0000-2120 Property Address: 391 MERRY BROOK CIR SANFORD, FL 32771 F Parcel Information - Parcel 27-19-30-506-0000-2120 Owner TAYLOR MORRISON OF FL INC Property Address 391 MERRY BROOK CIR SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 5 Tax District S1-SANFORD { 1 DOR Use Code 0003-VACANT TOWNHOME Exemptions --� 2 + 2 22 22 22 22 22.33 - N N N N N -I U� W N � ° w Seminole County GIS Legal Description LOT 212 THORNBROOKE PHASE 5 PB 81 PGS 68 & 69 Taxes Value Summary 2018 Working 2017 Certified Values — Valuation Method —Values Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) $34,000 v $18,300 Land Value Ag Just/Market Value " $34,000 $18,300 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $9,667 P&G Adj $0 $0 Assessed Value $34,000 $8,633 Tax Amount without SOH: $227.00 2017 Tax Bill Amount $227.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $34,000 . $0 $34,000 Schools $34,000 $0 $34,000 City Sanford $34,000 $0 ' $34,000 SJWM(Saint Johns Water Management) $34,000 $0 $34,000 County Bonds $34,000 $0 ; $34,000 Sales escription Date Book Page Amount Qualified Vac/Imp No Sales Find Compor, blo Sates Land Frontage Depth Units Method Units Price Land Value L--- -- - ---- - ------I----- - - - - --- - - -- 7--- - LOT _ 1 $34,000.00 $34,000 ---= --------------- — --- --------------- Building Information Permits Permit # Description — _ Agency Amount CO Date _ _ — Permit Date l http://parceldetail.scpafl.org/ParcelDetail info.aspx?PI D=27193050600002120 1 /2 NOTES: 1. ALL OPEN AREA'S ARE TO BE COVERED WITH SCREEN 2. DOOR LOCATION MAY VARY C) U C) U r REAR ELEVATION 16'-10" LU a © m U w z uj w R a W <<--Qw ww �- g OzmxmLmu F-mOU�-_QZw w = nY�=gwcc wx LL- a 0 �OLL< ccctn z3_ wOw2wz OwUcn00LL0 UTZQZwLLcLc0 LLj m�OFnZQ050 J—LLj—d--- Q3~0 —L) TOgmOLLwa, cn-om—Om0 uIwj>wJQoc �Q0�=ZVO cW—na Of�a) �_ m-c7 ~Pmzz0 - n wZOwNT�� m 6 n o w P o o QV4Q0 m J V 6" KICK PLATE TYP r— rn CID OD #10 x 3/4" AT 12" 16" X .024 KICK PLATE TYP TYPICAL KICK PLATE DETAIL NO SCALE GIRT FORM PLATE TRIM " x 2" OPEN BACK 3ASE PLATE TYP. w o O .0O H Q0 m E iZ i UJ) vo m o Z o i'n z H z u 0 D U � o a m 0 0 N m J m N LL m Z 0 O N 2 H c n a co 64 H OJ MU)M ® a 00 N m m M J E Q'p O � � O U .0 t O c 0 0 co A m E pMao� ° d cc m Z 14� 0 y > ` U N �J soli_ �I U a E o W C O E N � L C co E L Q w c U Co (6 c n 0 0) co c :2 o N 7 LL CU c c 0 a O � (D LL U (r- L o v, f— N Q Sheet Of DESCRIPTION AS FURNISHED: Lots 211, 212, 213, 214, 215, 216, 217 and 218, THORNBROOKE PHASE 5, c recorded in Plat Book 81, Pages 68 through 69 of the Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc. W *PLOT PLAN ONLY* (NOT A SURVEY) ^ o PROPOSED INFORMATION SHOWN CIQ O BASED ON SUPPLIED PLAN O t . AND/OR INSTRUCTIONS PER o O) CLIENT(NOT nELD VERIFIED) 00 LOT 211 OR 218 CIO *NOTE. PAVER ITEMS ARE NOT I INCLUDED IN IMPERVIOUS AREA LOT = 2,121 SQ.FT. ON LIVING = 770 SO.FT. - LINE GARAGE = 458 SQ.FT. *PAVER ENTRY; 9 SQ.FT. LANAI = 93 SQ.FT v BREEZEWAY = N/A SQ.FT. *PAVER DRIVEWAY= 400 SQ.FT Q A/C PAD = 9 SQ.FT. *PAVER WALKWAY = 6 SOFT. IMPERVIOUS = 62.7 % = 1,330 SQ.FT. SOD = 376 SQ.Fr. OFF LOT CALCULATIONS; R/W _ 179 SOFT. APRON = 51 SQ.FT. SIDEWALK - 112 SQ.FT. Snn = 19 SO FT. TRACT C (LANDSCAPE/OPEN SPACE/SIGNAGE/WALL/FENCE/UTILITIES) N 89*57' 49" E 99 QQ' 99 nn' 99 on, 99 nn' 99 nn' 99 nn' .2,gnn' .oao�o F�\� Q�5 PROPOSED FINSHED SPOT GRADE ELEVATIONS Q� PER DRAINAGE PLANS 22.33' LOT 212, 213, 276. OR 217 *NOTE : PAVER ITEMS ARE NOT 1 D. INCLUDED IN IMPERVIOUS AREA 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' 00 LOT 218 AC AC LOT 217 AC LOT 216 LOT 215 LOT 214 LOT 213 AC LOT 212 AC AC LOT 211 ON ON LINE 7.2' 20.0 16.8, S.2' T9, 16.8' 20.0' 7.2' LINE LANAIo `° LANAI LANAI LANAI LAMA!J5.2. � LANAI o _ o a o "5 Ni ^7.2' 16.8' 3 .3' ^' 3 A' �'a.i `a 3' 1- �i in u a) 16.8'Ili J .t` 7 ON r ON UN [/- l I _ (� 7.2 UNE '- 1 u �., - r PAVER <. SG/L t i1 1 H e-rf- NTRY ©r� lN^ �� ENTRY 2.0 rkt LU W W W (�{ Irtar'aW LUPROPOSED • PROPOSED • PROPOSED • PROPOSED • PROPOSED • PROPOSED PROPOSED PROPOSED ATTACHED = o ATTACHED = o ATTACHED o ATTACHED o ATTACHED = o ATTACHED o ATTACHED .- o ATTACHED 2.0 RESIDENCE �v o RESIDENCE �v o RESIDENCE M o RESIDENCE tV o RESIDENCE N o RESIDENCE c-4 o RESIDENCE N o RESIDENCE bo°' c°i cO1 c°i c°j ga o°' Y Y to h y vt y vt h 3 r7 WILLOW REDWOOD REDWOOD BIRCH BIRCH REDWOOD REDWOOD WILLOW M a a� PAVER PAVER PAVER PAVER E 5.7' ENTRY 5.7' 15. �pY 'RY 3.7 Mi o 0 3.7 i7 PAVER h 2 7' Mi PAVER o "Y3.7' o £MRY o 9' 9'ENTRY 34.7• � 9' 12.E v 9'9'16'PAVER f0.0' v .>: 10.0' .f f2.T kPAVER 34.E16' rL PAVER pA PAVER PAVI R PAVERJ PAVER PAVERDRIVE DRIVE PAVER PAVER PAVER R PAVER DRIVE WALK DRIVE WALK DRIVE WALK WALK WALK RIVEE DRIVE 25.00' 25.00' 25.00' 29.00' 29.00' 25.00' 25.00' 25.00 10' 06 J,%I iv -. N. VlJ NZ. UU N.C.. UU NN. UU LLFI - z,uvu .{w.r 1. LIVING = 894 SQ.FT. GARAGE = 249 SQ.FT *PAVER ENTRY = 36 SOFT. LANAI = 102 SQ.FT, BREEZEWAY= N/A SQ.FT. v *PAVER DRIVEWAY= 225 SQ.FT. A/C PAD - 9 SQ.FT *PAVER WALKWAY = 48 SQ.FT. IMPERVIOUS= 60.0 7. - 1,254 SQ.FT. SOD = 527 SO.FT. W R/W = 776 - SQ.FT. APRON = 30 SQ.FT " SIDEWALK - 110 SQ.FT. SOD = 36 SUL O �O AREA = Z266 SOFT I17 o D) p DRIVEWAY = 255 SQ.FT. SIDEWALK = 158 SQ.FT. SOD = 563 SQ.Fr. O LOT 214 OR 215 ry) *OTE PAVER ITEMS ARE NOT INCNLUDED IN IMPERVIOUS AREA ON L.V I = 2,09U aLl.r L LINE LIVING - 824 SQ.FT. GARAGE = 259 SQ.FT. *PAVER ENTRY - 68 SQ.FT. LANAI - 102 SQ.FT. *PAVER DRIVEWAY= 261 SQ.FT. DRIVEWAY - 261 SQ.FT. C PAD - 9 SQ.FT. *PAVER WALKWAY - 25 SQ.Fr. IMPERVIOUS= 57.1 % - 1,194 SO -FT. SOD = 542 SO.FT. 22.33 . P.C. RXZ= 176 SQ.FT: APRON = 30 SO -FT. SIDEWALK = 110 SQ.FT SOD = 36 SO.FT. (BOB•) 89SQ.057' 49' W DRIVEWAY = 291 SQ.FT. DRIVEWAY = 4510o SO.Fi. SIDEWALK = 118 SQ.FT. .S MERRY BROOK CIRCLE (40' RIW) TRACT A Soo 'LK = 1 SQ.FFTT�. SOD = 392 SQ:FT. 8 GR USEN.I EYER - S'CO -7 ASSOC." HNC - LAND S'UR VRYOR SI 5400 407 27703232 LONIAL DR FAX 4�) 658 284036 PDl. LEGEND PALTyp • PCIBNT [N LDE POW7yKCI DR E - JRAISBNG SMACK LANE � � � NOM., SCALE I--- t• _ 20'-� DRAWN LiY ••• RAT PAZ. = - P'ODIT Or REVERSE CURVATURE CLFC = DARN LIK FENCE VDFCI %MM iENCE Ca. . DEED MIRING 1. THE UNDERSR.wID DOES HEREBY CERTIFY MAT THIS SURVEY MELTS THE LIHwmM IECHIN/GV. STANDARDS SET FORM BY THE FLORIDA BOM OF PROFFSSpHAL lA/1D SURVEYORS IN CHAPTER W-17 OF ME FLORIDAADANNMATNE CODE DATE --_.- ORDER ND. Fp j PLC. RAF • PONT OF COMPOLNO C RVATUK RAuuL C/D " CONCRETE BLOCK umUTD. DX Y BONDWAX 2 UMM EMBOSSED WVN SURVEYORS SEAR, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR WFORIMPONAL PTA7POSES ONLY. PLOT PLAN 06-06-17 2243-17 U'' • WON PIK N�R,, IR • ARM ROD PD.9. = NCH -RADIAL . POM OF DEMNDIG PL. = PMNT � CURVATIRE P,T. • POW [i TANGEWY A • D�L��M, 3- Ra ST.67VEY WAS PREPARED FROM TITLE INFORINTION FURHISHED TO THE SURVEYOR. THERE MAY BE OTHER a?ESTRVWNS ' CK • CONCRETE HOAMENT PD.t. • PCDrr O COMMOCIffIASC. • ]ESCRIPflO1 _ RN = RIGNT-0E-VAY OR F4SEWENT5 THAT AFFECT THIS PROPERTY. ^ SET Lit a REPO IR. •TOLD 4596 PERNNENT REFERENCE IOAIlENT R ' N CSIR. • EASUEM 4. NO Ip10ERGROUND AIPRDVEffHRS HAVE BEEN LOCATED IRHLTS OTTRJ2TTSE ST10NTl. . A = RECOVERED FF. Fr. CALL . CALLSILA7ED • F1IOSNED iLmt ELEVATIIri ARC L L ' ARC ' E ' � NE NORM A THIS SURVEY IS PREPARED FOR THE SOLE BEHE77T OF THOSE CVRTFED TO AND SHOULD NOT BE M vp..VENTERS PONT THIS BUILDING/PROPERTY DOES NOT LIE WITHIN RELIED UPON BY ANY ODDER FMPY. 6. DIMENSIONS SHONM FOR THE LOCAYM OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. _ . CERTIFIED BY: THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER •FIRM• 7. BEARINGS; ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (&B.) B.E VATR MS, IF SHOWN. ARE BASED ON NA710FAL GEODETIC wRna L DATUM OF 1929, UNLESS OPMMSE NOTED. . - TOM X GRUSFNM R.L J 4774 AMES W SCOTT. R.LS a 4R01 ZONE X MAP / 12117C 0055 F 9. CERTFICi1TE OF AUTHIORfIA710N Na 4598. AAF GU/DE TO ALUM/NUM CONSTRUCT/ON /N HIGH WIND AREAS Chapter 3/Screen Walls & Balconies AAF Guide as Referenced by: F.B.C. B 2002.4.1 & Homeowner: Taylor Morrison Designer: Alexander Medina F.B.C. R 301.2.1.1.1 Site Address: 391 Merry Brook Cir. Sanford, FI. 32771 140 Ultimate Wind Speed mph Builder: Silver Trend Inc Date: 4 18 2018 Nominal Wind Speed mph Overall Dimensions: Length: (ft) Width 16'-10" (ft) Structure is attaching to: conc block Height @ Attachment: 8'-2., (ft) Attaching to: Concrete ✓ Lumber ✓ Other, Overall Height 8'-4.. (ft) Wails Supporting Guard Rail A) Select Girt : (Table 301_page ) Load Width: B) Select Column: (Table 302_ page ) Load Width: Span Select Walls Not Supporting Roof or Guard Rail A) Select Girt : (Table 302_page ) Load Width: 6-11" Span 5'-4" Select 2x3 B) Select Column: (Table 302_page ) Load Width: 6-11" Span 8'_2,. Select 2x4 Exposure: ❑✓ B ❑ C ❑ D f d W w w C m ®COPYRIGHT 2M4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA SUE VARIES 06 f8 PAST SPACING 3 3 REF@t TO TABIE 304No /I 17A . // //�� W�mm,�, 0 b t- � _ 1° x rvERTItAL® POS17COLUMN Z PERII+IETT3t (TYPICAL) 10 X Z° f>B PERIMETE3t SELECT PAR TABLE 304C4 / � 61f WIND ZDNE CS CKAM RAIL / j 3 3 DESIGNED USING TA U 301 OR 304 BY WIND MNE a � = xiCKMATE RAIL (Ginn m z OESIG?%W USING TATTLE 301 $i , OR W BY WIND ZONE Z z m G') .... ......................... :�. �OTfiI01VAi.KMXP ATE HE10fTVAN S'. . / .,�........i.iiesiriv.iiiii...�i •"•••"••""' vier . i.............� ,, ••: aa, �• , 1i4:-rJiiiii7iiiiitti.ti7:rtiii,i00�5 'eaiirzi:iiii:ii�: : Z �Zvl//10,� MONO& f3 C7 C3 N 3 3 3 rm 0. iy S-CREEN-WALL-ELEVATION MMOUT GUARDRAIL NOT SUPPORTING RnOF) N O QtqW 8 • S %& 68*orfs � �e: �are�e xrtroareuro B� so rrrroaoaro oEaa trm==TvmwwmmwoAmwmum PaifAOH OMER O O � 1°A°09® w5101648tmm a MMPWNP61082 ZCGR C2A70C�0 rNPt�'T10B1i:t� � AM2L6BQ8MLWA=10 OI61"M A0li =WVim• FM CPW T1r;Ywu PBR y= 2m i�A16 B11[t Cal • �P WWM MM PrMME 3 2 8 Pop 881i RR=U = BVVOIDBORE BYWmmmP=um smog lin OPIUM iAiEM PO�E�P9lDETArLC7 SCE mm 10[F18D WPAP=U M imos 9PMrr:{NR2aB! olm PA�10 A�lfJR O O ®r r •tiff• �' i �� • '•• • t • f w�® M• W QUIZ M C31654'RliCT= M MOO WtND MM 0=4 8 0fte zo ftp 3.4 Chapter 3 - Sweened Walls a Bab cdm 20 COLLM 90^ SIZE COLEY PER TABLE = b 2W9s M n/a MPI45MEUM NOTES: 1) COLUM MAY BE LARGER MAN 2b FOR TM $ ooMMEeTu 2) cooec= ct APB m mm WALLS Way SEE C2 FOR WFIEIY iiNO GLIANVAIL 2X4:OOLI 1 SMOU OMM= SIZE CMM MR LOAD CMMOV 04 PER TABLE 302 FVLsm POET To coma fE WITH r X Y X sm TK=AMME 6Y Y I = V# 2 EMN 012 SM VMFMTAND MMG IClUv-EAFIO(*W/r �. 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