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PLANSLG ENGINEERING SERVICES, INC. Consulting Engineers North Office: 7370 N.W. 36m Street Suite 374 Miami, Florida 33166 Tel: (305) 994 -8128 Fax: (305) 994 -8135 A. R. I. Roofing Contractors, Inc. 8651 Northeast 10 Court Miami, Florida 33138 Project: Dear Sirs; South Office: 13380S.W. 131 Street Suite 120 Miami, Florida 33186 ILLE_UPLIFTIEM Gustinger Residence 1216 Northeast 93 Street Miami Shores, Florida Information provided by client: Permit Number; 43548 Date Completion: October 30, 1998 Roofing Contractor: A. R. I. Roofing Contractors, Inc. LG Engineering Services, Inc. Project Number: LG98 -1151 (Testing Laboratory Certificate # 95- 0607.05) November 11, 1998 In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Protocol PA 106 -94 -- Field static uplift test for mortar or adhesive set tile systems and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof is less than 15 feet above ground surface. The type of tile used for this project was reported to be Concrete Roof Tile, (PCA # 1124.04). This tile was reported to have been foamed in place. At the time of this testing, a total of forty -five (45) tests were conducted; ten (10) at the roof perimeter and ten (10) at the roof corner and twenty -five (25) in the field area. More than 5% of the roof tile located in the field area and more than 10% of the roof tile at the roof perimeter were physically examined. Based on our test results, wee conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned a copy of our test report for your review. LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. / ohai iad Sonny Salleh, P.E. Project Manager TILELPLIFT TEST Gustinger Residence 1216 Northeast 93 Street Miami Shores, Florida Test Number 'Test Load (lbf) Test Status 1C 35 Pass 2C 35 Pass 3C 35 Pass 4C 35 Pass 5C 35 Pass 6C 35 Pass 7C 35 Pass 8C 35 Pass 9C 35 Pass 10C 35 Pass 11P 35 Pass 12P 35 Pass 13P 35 Pass 14P 35 Pass 15P 35 Pass 16P 35 Pass 17P 35 Pass 18P 35 Pass 19P 35 Pass 20P 35 Pass 21F 35 Pass 22F 35 Pass 23F 35 Pass Report of TILE UPLIFT TEST for Gustinger Residence 1216 Northeast 93 Street Miami Shores, Florida Permit Number: 43548 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Permit Number: 43548, Page 1 Note:- C = Corner P = Perimeter F = Field area LG Engineering Services, Inc. -- Tile Uplift Test Result Permit Number: 43548, Page 2 Test Load(lbt) Test Status Test Number 24F 35 Pass 25F 35 Pass 26F 35 Pass 27F 35 Pass 28F 35 Pass 29F 35 Pass 30F 35 Pass 31F 35 Pass 32F 35 Pass 33F 35 Pass 34F 35 Pass 35F 35 Pass 36F 35 Pass 37F 35 Pass 38F 35 Pass 39F 35 Pass 40F 35 Pass 41F 35 Pass 42F 35 Pass 43F 35 Pass 44F 35 Pass 45F 35 Pass Note:- C = Corner P = Perimeter F = Field area LG Engineering Services, Inc. -- Tile Uplift Test Result Permit Number: 43548, Page 2 < North — k 43` Approximate Test Location LG Engineering Services, Inc. -- Tile Uplift Test Result -- Per/nit Nwnber: 43548, Page 3 Aiding, p •Aores Vitt know led 'craltiiiil, pl A be tont '''. 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I \ i �' t* 1CANE Cl-19 W /l3 -31 moos le--- - - (Tr)') O'L E11Gl r( IN L INCSeMENt5 1 2AG et• t tI1 .4NCE Y1GtM, J 5 PAN ilk Sfb NoTL t3. 2 - 10' t -v -e-co" '(.'gtgl .5%o' - CO 30' -0 A5 5w�+ J t. 5tvES J-l4N 111_J� c. 2 SSI vEri 2 - Z 114 rAG F1-R. DETAIL ,, 1 (tYP) OM .11114. 1 j goof NC" (1 t CJt 11 511:%124C. 541ANs VVJif. RG2 P Lam• N 1y • I'-d' I SEENOTE VI w. -. 5 111$ WAGING NDf 7p EXL4EV 2' 0' FOR I.12-0 WIDE Sk6P5 5102.140 L ills RICAN s k 4 1 042Citoft $;TN 1 StDQf (rrn) 1 1 C W a d exY. ? --, , 1 11 1 (:1011 tom) I • A 40'Y r) i i CO Nr. 144 I 'nor 111owi ) Z 40119 I ,. I �• T•G OR 11.YW H 111 lit r (mM) d► I 4 - -4' (rig) 1111-S4 L'2t -4' ON t5Or4 ari E'S Cf MVO, A 0.44/21/4 .� of . PJ. 44 10' S I ca ��TLONJ ., -nit'. 1± A elliIL.FJ To SEC. ENO GAt3LE WALL (Tr) n CA AWE 1 ALT. RGZF PLAT J I• T5 4 nn • d x ' H1 • 5 G'FLK TO TOp.L. 11Olrz. , 2 YE/Jr G TYR 4 STUDS 10- IGd(TYY.) TXU55E5 01 ZA4 16 GAGe. HETA.L VL_ (TYY.) --- 130TH 54G1►s • EA TT - 4 rtA1- TOTAL SO- 1'Cl •l ./GALE �TI.y1.la� 130t 51ri£5 , 5TA 1101155 SlY►"t S11125 5%"11121C 1Dtt . 0 ) 4lA,11 3TAYL NOT ts11(',411 TOI-C CLAiu1Y SEE NOM F FOR 5TAPI -E 12+F0 ETC. L TANI L Zs 4 YT FAJ L (m) 1 I rLGWR / 13ATZE3 2 ..JAIL (A4•114/.1.- 5116 4 '+3+/v. ) • for. NOTE G MI/J. 14' 'rY1IJ'E (TTY. ) V.*3 , e: TD A, I i< 4 TA G YrD. FL. R. 1 J vv A IN171CA7 2 -2.4 ( ryi ) TOE TAYL &V Ora NA LS V63e NOrL ,• r 4%././9c. 1111J55 1 5u1-1 ONLY .019 AJ.UH. WAX - 4 4 0 x u A11JH. scYEwS e4'a.G. Z_._ -• - -1J -`t •••� -�• -_ -s r 1at -f 1s4 Orc-gil v w�JLS 4ss tAr;r1 P DETAIL. 1 Typ 03 6 rLIL'R- �T 2 . .4 t tFF-TS ) 4" TYR tiN. it .4 rL(4 iCe).2..G t (104 /t'w e) lcrutf TVK -Z-Z -4 ri -U75 to LOW •Trip AL1 ELY.E War YELL CODE N..5 ri g TIE 171/W14 .11441OK (r tA4_ ) 246 k_, Kt k_. G•ALV t1UselTlcA41E et - IP Cr1T') SEE: FLCOK De tAt_ ALL 1-V4 •4 (rr (!) 311V WALL- cy TXU55 SEG71or.1 O f�L r 14.11s 61e. • SEALGSL��V`t� r ) / ' J" } 11�TAL 57KIt? TO .4.1 J4Cta ON FAK SIDi: e ta Dux.. E.E. (S Norms.) re DOWN Aal•CliOK• 3 f ;. 5R TYR I t' ►vex 1' 2sM i s GCRX..OI.1 AL14t. Fr VelNo's /Srvif lei s -a f.er0 USE Marl Cr r 12.'3 L) BLDG 4 FOR OTHERS t A5 AN ALIE1 i s 3 O'4 G't. 3 DOOR- 4 A B) IG I51-1 PErAI L ees 13 rZ-12. a3i •TT. f - 3 � 1 -IO frF r: z R c25 vas L.5 ( HI►.i 5 4 1•••6P 4iar 54iMi 4) 1 E 6 a I 5CKE1 ( T`r1' 2•• 4 4 i H1L-4 -A l.et ■ 3 Co GA V. ZG GA. 51EEL f�. \lam UN t3'1H x+2:-5 OF EACH JOINT 4 J .1 11LYJ NAIL-5 1LtGAC.E. tot. A: NO1Es !total strop is (trot to sad.d lbry th• slit In b.I t u. the nut is tlghcaasd, the strap rinds .ro'.nd th• '.ol l .t,JY. M•ts1 Strops C.rttllad lal•aatt•d steel strap. •ln. t.n.t1• strandth • 4/5.) lbs., confer to 1113I A 11 ft* Dorn &actor, 16• Iota 4' helix sr.obor Mc•.l L 2', a• aanufactur•d by ?It D0./ 3` -Ci1r yIL , Mtut, il_, rots It Cutalda or.rall dlaanalon• can •az b•tv••n Malta as • A.n tut •$4.4 •p44tttg s WI not •re•d a• lndtcs'. Lot. CI 2' Sorbed a•i1 -pad• for T k C floor - ta•:.11•1 vet-. St' "A SAIL tun that .5oota Into top of :•ilt,. - T(Y, at Inter, ..otlon of floor k 2 t 4 support. Ont.: 'trot k lsst ? k C bo•rd ar• •tapled .1 th 1 }' 1'' pa.•• f.l•anitsd •t•pl.• (rosin coated) • Min. ) /floes •owrd 141 S93. A . xot• D: :13Lt OIIUffAtICM cstr ST•30L!C slot• s•bl• cvt to site•r dtt.ctioo. Mot•• un X1014 k dIMWYS: Door: .U13- lhlce, 2.661 r 9/16 oorr.M.t•d, pout. ! (' - .t) panel, tn•ta11.4 to ?}• a 11/16• di.p *air (41 try. ba.p k eind•s fee toned atilt pop rl••ta. Door •t Soo b.d to ••rtic•l 2 • i. .tndo.st dlad.r. Indus tribe Inc., pto1uat approval ••11.r Iadtstrt•• to D• amts* typo •• •anuf.r. •d `, softer Sisal. FL. or a ppm•.d soul A ai.,t h•r. no, of M•lro Dada ;otnty. Ira• . , prod tr t s ?pro. a 1 No./171. "77•!- C•carel Locals: All •ldltig/roottng to b. of ❑a.intee se *an vfact-u. by /ll[llAL CGBP. (Sub•ldt•ry of ALCAJI £hoists• Corp.), l.anc••t.r, PA. or approved aquml. • 4101.4 )0041 a11oy cu•tfor.lnit to l5t1I D - .0; 12,Ct•J at •tnletse yield lstr•n`te. 111 a t.rtal k labor per all 6ppll06bl• cods•. 111 .lt• to D• 12 Ti oopp.r •1t1B ground to �• 1]t ?, ^au shed. ars not to be tr.-4 for looblt•tlon but for stnrseo only. rt. of S'.4 • 1) pot . Use . x 1• •lulato ocr••• for s11 oonn.ottona t•tva.n •tdtnSrootLn4 k I. abed frusta*. Spaotaf as fellers: ,Roof - F.ttpb.r•1 •umbers ?}• o/o Roof - Int•rtor )' c/o aiding - all around 6• c/a •ro.pt at bottom, 2- tic' to ;song flail • 6' o/o to tt• eldat.sll end x.11 • . 1 . ell Corner.) d tD .atilt IT MAT COX 11k0 tits to to certify teat the cool Cr.*. •tor.•• bulldln,r as thorn on th!• dr•.lnd (Dot ••111 etllout a.boa..d ,.•l) .amta te• following dal/lira criteria: �.ttt rlorila 3u11d1cf Cod• k Standard Dvllat , Cods (L+tast 34A.) rind loads of 1.'0 •po. ••• •u'. 111n♦ .111 .t :Late nil t1• •'rrt Its a eats -: „• a:. oor1re• La &1 3a r:ia to to D• tall U co one'»•lr• 2'1 2'1 3' 3•••y1 )pup yet ooc.cr.t• tooter, (no. of (Osten so.. a• Do. of anchor•) oara b. :Seca p.• o•rtlt11d, .al•- anla•d .t••1 atr•• (.Ins tonal!• otr•ngtt . 4.7) , stn. .. :•we•t • 2•- 6• La Gonor•t.). AI•u. •p.alfloallt •bole C1, 2)01.3 (t)r.sulr•m•nta. All 1.■aber to be 11. 4D, 51?. Mote ft floor •.o.b•r awl otter # truss •.pp't stud. let all connac CLOD.: All atop: a to to a1a. 1' trove 1 1-1 /4' 4ee4, 11 tags. •t.. 16 gala octal plated, ..t•t plates om loth .td.• of •e. tcuaa, ua• aloe of total 30 st.plas for coos. b.tva•• trw • orator. 6upp'1; for crop. b.tr.to tntaa k tree• septa':. stud.; u.. sir. 02 total 10 staples. k11 coos. as above. Con.. !•tre• llr. Joist 1 rat. studs to cooal.t of al•. A too nail• s ►s,rrlcoa• aoebor v /a1.. S etapl.•. Coos. Looses* elf. Joist k the skids bas t• coesl,t of to. patio 1 betitcac4 clips (se ab.,ve to fir. plan abo•• 1 ass. 'k• co loft.) SEE CAT. 2 •0st tOa nit 11001 ?t_&l A1O41 a1 Uri 86 - ' ago -r D AGE? Or.01 ..bb ltTAO DALE fAUY-IT WILDING 1 ZONING OCYf DATE �CT 20 /?.n. 8Y , o . 'cr co(rl 'L StC11011 !if IMMUIVI WOE C1111111 " Iii3, r,.'4EX; 9fj T )•'J 7 s(-{a-H, P. t E. • 0'4SVT.4n Ct.a.Cf 1 - 'Leo - 649 h' F R.' MFL -- U x11 -41Y r - F Poo i ide s- 11-7t✓ . I..y*Ka✓ \V E P F • ' ,4 - f e;) f :i,v f 5 ? * / • :p;- 21/4 r_ 9/Z F hz //S,t44 f),‘ F I P � 1 2= 25 fig 7 =l3 ' l c2.05 1 cL N N Io zo N v CLF CrYP) SKETCH OF BOUNDARY SURVEY SCALE 1 ZO N� I 19ro1zy 13 AEG , F1 D. 1 016. 4,21 6L-; PAJetit5Jr / , PLO KWAy u ? aao ` h N. Lof I. �. 413`1 a oOOD /_ o r z.3 TILE - I rM PAKG� ZS,30 lbw& g_ Lite I j I 0 FI P 0 0 '/ z '6 i ;Io 11 143G o ; Q 1 s 1 I L r� I 0 r� i � 3 ;y 'I Is N p (4.3= ?r ` ,j Hev ioN co iloutit) • ,/..S o �SS -70') �GL w )e )f " FI � n/ A (� J 10 uJ E_l: Po[ E ∎,01 22 1 BEARINGS HEREON (IF ANY) ARE REFERRED TO AN ASSUMED VALUE OF `— FOR THE SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD ACCORDING TO THE N.F.I.P. THE SUE3JECT PROPERTY FALLS WITHIN FLOOD ZONE: A E. %DESCRIPTION AAR THE wE1rdr Z5 Fear of 1.,PT 4 BLOCK 310N: eL `j' LU,eE NG TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4 4 AT PAGE G =� 'UBLIC RECORDS OF PA G e- ON SKETCH 100' 4TEA LINE WERTY LINE 'T-CIF-WAY N LINK FENCE POEN FENCE DENCE NO WA, 'APE RE -EAR AO BEARING NJHEO NMl & 0•5C NO NMl ve7_ �vs Tli 1�g ER r /(�r 5 / DRAWN 8Y: �•G ' AB8AEVLkT1Ok3 IF ANY APPLIED) a ctEAR U.E. ENC. =ENCROACHMENT W.M.E. c E.i .CCNCAETE EIOCK STRUCTURE r . .CCNC:RETE x/OMMETER 0.M E. •OPAW GE MANTENAHC£ EA3WT. &I.P. .SET IRiJPI PIPE F.D.H. •FOCNO DRILL HOLE A/C .AA OONOFTIONNO LINT REC. •. POt.0 1x1.0 =FOINO NAIL i Dti9C P.C.H. .POUFO OJT NA& PROP. COR F.H. EASMT. F.A.i CALC. F .S. RAO P, 7 - 23 Y. / CHECKED Br. - E FIELD SURVEY / 2 - r — D 7 )ATE; OR NOTES: uPTFON WAS FURNISHED BY CLIENT. OUND WSTM.1ATICWS OR IMPROVEMENTS HAVE BEEN LOCATED, EXCEPT AS NOTED. 0 VISIBLE ENCROACHMENTS OTHER TMAN THOSE SHOWN OF THE ABSTRACT OF TITLE Will FKVE TO BE MADE TO DETERMINE RECORDED INSTRUMENT, F ANY n3Rp r1� • IZIG t`1 el " 16 .1-11 SHcL ?•:: FL • e, ' r4d varzo FECE.eo� e 1 < F ' r r'� <�,:- �•c.� cr �,1� e�,�ir� > KOOT rock T , MEC4 R1 v ,evti PA , :Y CERTIFY TO : - r r TLE 111 0ke4oica Fe.)/1 a, -TED SKETCH OF BOUNDARY SURVEY OF THE ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER 'ION AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN 51G17.6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 4 72.027, FLORIDA STATUTES. NS PROPERTY . ASK!. BY MLA. MEANS ONLY (F ANY), LEGAL OWNERSHIP NOT DETERMINED. UPTON SUBJECT TO ANY DEDICATION, LIMITATIONS, FESTFSCTIONS, RESERMT1 *4 Ofi EASETaENTS GF RECORDS. �uTIUTY EASEMENT "Will wart &OPPIN3E EASUT AdONt.MENT LINE .PROPERTY CORiiER =FIRE HY9eNnT .4..ASEI.tEHT .FOUND REAR -511 ORxL *I wCAL CLAN ED .FcM'O SPIKE • i‘AOIAN. afQLNO (TYP).TYPKx COUNTY, FLORIDA. E. BELTRAN & ASSOCIATES, INC. 12533 S.W. 30th STREET MIAMI, FLORIDA 33175 PHONE: (305) 552 -7450 CERTIFICATE OF AUTHORIZATION NUMBER LB 5233 r- C'III .. ERNESTO BELTR PAOFESSIOI4AL. SuAVESS•OA t MAPPER NO. HMS STATE OF FLORIDA DATE: L 7 NOTE: THIS IS NOT A VALID SURVEY WITHOUT THE ORIGINAL RAISED SEAL AND SIONATTRE OF A FLORIDA LICENSED SURVEYOR AND MAPPER. RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 Room Load Summary Reports System #1 Room Load Summary System #1 Cooling System Summary Net Required: Recommended: 05 -05 -03 Elite Software Development, Inc. John Quirino's Residence Htg Htg Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM -- -Zone 1 - -- 1 New Den 432 5,396 70 4 -6 6,917 1,089 314 1.25 393 314 2 Bath 50 3,979 52 2 -5 2,239 298 102 1.30 132 102 3 Florida 363 8,330 108 4 -7 8,033 1,762 365 1.35 493 365 System 1 Totals 845 17,705 230 17,189 3,149 781 1,018 781 Main Trunk Size: 12x12 in. Cooling Sensible /Latent Sensible Latent Total Tons Split Btuh Btuh Btuh 1.695 85 %/15% 17,189 3,149 20,338 1.860 77 %/23% 17,189 5,134 22,323 RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 Total Building Summary Loads Component Description 1C Window Clear Glass Metal Frame 8C Glass Door Single Clr Glass Metal Frame 14B Wall 8" or 12" Block + R -5 16G Ceiling R -30 Insulation 22A Slab on Grade No Edge Insulation Subtotals for structure: Active People: Inactive People: Appliances: Lighting: Ductwork: Infiltration: Winter CFM: 90.1, Summer CFM: 45.0 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 Sensible Gain Total: Temperature Swing Multiplier: Building Load Totals: Check Figures Total Building Supply CFM: 781 CFM per square foot: 0.925 Square feet of room area: 845 Square feet per ton: 454.232 Building Loads Total heating required with outside air: Total sensible gain: Total latent gain: Total cooling required with outside air: Notes 17,705 Btuh 17,189 Btuh 3,149 Btuh 20,338 Btuh 05 -05 -03 Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Elite Software Development, Inc. John Quirino's Residence Area Sen. Lat. Sen. Total Quan Loss Gain Gain Gain 107 3,955 0 3,060 3,060 59 2,181 0 2,687 2,687 510 2,352 0 1,270 1,270 845 892 0 1,255 1,255 85 2,204 0 0 0 1,606 11,584 0 8,272 8,272 6 0 1,380 1,800 3,180 0 0 0 0 0 0 0 0 0 0 0 0 3,410 0 2,950 0 2,865 2,865 166 3,171 1,769 842 2,611 0 0 0 0 0 17,189 X1.00 17,705 3,149 17,189 20,338 17.705 MBH 85 % 15 % 1.695 Tons (based on sensible + latent) 1.860 Tons (based on 77% sensible capacity) RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 Project Summary Client: Address: City: Phone: Fax: Design Data Project Name: Reference City: Daily Temperature Range: Latitude: Elevation: Winter: Summer: Check Figures Jonh Quirino G.L. 1987 N.E. 119th Road Miami, Florida 33181 Rartr• J3r.rv: ,1,434 Residence Miami, Florida Low 25 Degrees 7 Feet Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference 40 N/A N/A 72 N/A 92 78 50% 75 58 Total Building Supply CFM: 781 CFM per square foot: 0.925 Square feet of room area: 845 Square feet per ton: 454.232 Building Loads Total heating required with outside air: Total sensible gain: Total latent gain: Total cooling required with outside air: Notes 17,705 Btuh 17,189 Btuh 3,149 Btuh 20,338 Btuh 05 -05 -03 Company: Representative: Address: City: Phone: Fax: Comment: Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. UCI Engineering, Inc. Nereyda Quintana 13780 S.W. 56th Street Suite 215 Miami, Florida 33175 (305) 383 8989 (305) 716 8643 32/6 /1 � A,•4 I 5 "(/l.. 6} Elite Software Development, Inc. John Quirino's Residence 17.705 MBH 85 % 15 % 1.695 Tons (based on sensible + latent) 1.860 Tons (based on 77% sensible capacity) I da 7 6L) 121c A/. E. 5T JOHNS R1NO S RESIDENCE HVAC LOAD ANALYSIS for Jonh Quirino 1987 N.E. 119th Road Miami, Florida 33181 Prepared By: Nereyda Quintana UCI Engineering, Inc. 13780 S.W. 56th Street Suite 215 Miami, Florida 33175 (305) 383 8989 05 -05 -03 w w 7 T w C, 0 WGCD 1RLSSES — CEILING *ALL A,, . N R, 7 A/JE » I FP Moat & �WE0 , VAN ---- NEOPRENE PADS - -- ANGLE IRON FRAME SUPPORT WITH crAGOnAL 6W NO FLOOZ SU ?PLY AIR DUCT 6(74re 4 g.L. — WALL Fvi SECTtOA REFROCRAHT PiPES FRONT 06ND. UNIT rD L SECTION FILTER 1 1/2 '.1,H. DEEP EMLRCLNCY DRAIN PAN (3' LAR dLR 11 ',ON A-IU CH ALL SitLS) PRC'J'GE FLOAT 5:41'o IN PAH 'O SHU( A/C Utl.`T UPON AcrroK104 AIR HANDLING _ UNIT MOUNTING DETAIL 4.1.S. Z ocz lo,tp,zr_sso JANE J4FG. /MOEL # 2TTR 7P30A 1000A �E.2. 13.0 2) 1,F" STAINLESS S "EEL CABLE "E -DOWN 9.D FROM FJCH OTHER TC .THSTAND - ;,.9RICANE WINDS (ifP.CAL.) SEC_ RE CABLES TO CCNCRETE SAD USING ANCHOR SC..TS AND TU- NBliCKL_ FOR VAWENANCE CONDENSING UNIT MOUNTING DETAIL NJ S. L _ 45' E_.13cw SCAT COPPL4 ° .1GER4(T P P P G UtiCERSR:A,+hD w Er$10E-WeE f001 w z J a4r own 4/ ER /2a. N.E. ?3 sr ,'45 Fi FAIGINEEK 1378° 5.W. 56 AVE Son" 2)5 0 rr H1, FL. S3175 1 � El( ISTiN PEN ROOM z6Io' (x p7 Criet -- / 1 � x 10" i S�rIN DEN j E gATu god %A APO,TION r /Au ? 4114 IIL'rtr 60SrINcEre 121G J4rnia, SNo265, I ,Z4 \1 240 et7/1. 14x8 beer BISGA yoVE PAYL►:- 4 • 25 .03 t , ; ; ; �x4 8OcF /n A RGN I TI cT 1014 ME I14IN Sr keEr puz r / Go GpA CO/APRE f. - 7/74 305. 8q5 - gs,Z 905. ge3. do ‘.;5' PROJECT NAME: AND ADDRESS: BUILDER: PERMITTING OFFICE: CLIMATE ZONE: 7 OWNER: PERMIT NO I 1 1 1 1 1 ' JURISDICTION NO.: O FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -01 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Small Additions, Renovations & Building Systems Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 6000-01 for ad6tioru of 600 square feel or less, site- installed components of manufactured homes, and renovations to single and multifan v residences. Aternative met acts are prow ded fa additions M use of Fam 6008 -01 a 600A -01 aMALL ADDITIONS TO EXISTING RESIDENCES (600 Squar e feel or less of xx deoned area). Presaipeve reg mements in Tables 6C-1, 6C -2 and 6C-3 apply only to the components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed speck* to serve the addition or is being installed in cort'unction with the edition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescnbed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the biking). Prescriptive requirements in Tables 601 and 6C -2 apply only to the components and equipment be renovated a repl aced. MANUFACTURED HOMES AND BUILDINGS. Only site-installed components and features are covered by this form BUILDING SYSTEMS Comply when complete new system is instated. 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to ftoor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (insulation R- value) c. Marriage Walls of Multiple Units* (Yes /No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system *: (Types: heat pump, elec. strip, natural gas, L.P. gas, gas h.p., room or PTAC, existing, none) 13. Air Distribution System *: a. Backflow damper or single package systems* (Yes /No) b. Ducts on marriage walls adequately sealed* (Yes/No) 14. Hot water system: (Types: elec., natural pas, other, existing, none) * Pertains to manufactured homes with site :.stalled components. 0 y• certi A* T: rtify that th �' .• ttheF• :�r�� •• chat tin . builEl,,, fica I hereby complia PREPAR I hereb OWNER FLORIDA BUILDING CODE - BUILDING covered by the calculation are in DATE3' 2 ' ` 3 ith the Fbrida Energy Code DATE. Please Print 1. (IddMon 2. s 1iNk. 3. 4. _ 0 5. '2.- Sin le Pane Double Pane 6a. ' i sq, ft. sq. ft 6b. sq. ft. sq. ft . 7. i 3 i % `� 8a. R= - " ' V 3 lin. ft. 8b. R= sq. ft. 8c. R= sq. ft. 8d. R= sq. ft. 8e. R= sq. ft. 9a -1 R= 9a -2 R= 9b -1 9b -2 9c R= R= sq. ft. sq. ft. sq. ft. sq. ft. 10a. R= 30 c5lsv sq. ft. 10b. R= sq. ft. 11. Type: Cet(11 'ra SEER/EER: I2. 12. Type: 6+hi p HSPF /COP /AFUE: 13a. 13b. 1 14. Type: el LS J'I YlC EF: CK Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building wit be inspected for compliance in accordance with Section 553.908, F S BUILDING OFFICIAL: DATE: 13.205 Maximum percentage glass to floor area allowed is selected by type, overhang length, and solar heat gain coefficient. Maximum% = Installed % = GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED INSULATION INSTALLED UP TO 20% UP TO 30% UP TO 40`y° UP TO 50° % Single Double Single Double Single Double Single Double OH - SHGC OH - SHGC 12. OH - SHGC 1'- .78 0 " -.61 OH - SHGC 3 "- .87 2" -.75 1 " -.57 0'- .39 OH - SHGC 2 "- .78 1 " -.61 0 -.44 OH - SHGC 4 "- .87 3 " -.75 2'- .57 1 "- .39 0 OOH -SHGC 3'- .78 2 " -.61 1 " -.44 0 " .35 T-- G 2"- .87 0 -.57 1'- .87 0" -.75 "- 0 .78 .30 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .87, double clear SHGC = .78, and single tint SHGC = .75. SEER = TABLE 6C -3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather - stripped or otherwise sealed. Room unit or PTAC Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. = Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. L Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). Multi -story Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Electric Resistance Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required for vertical pipe risers. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. h� V Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. HVAC Duct Construction, Insulation & Installation 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. J HVAC Controls r:arra nIRCMYWC 607.1 Separate readily accessible manual or automatic thermostat for each system. COMPONENT MINIMUM INSULATION INSULATION INSTALLED i J EQUIPMENT MINIMUM _ EFFICIENCY INSTALLED v ` EFFICIENCY v Concrete Block Frame, 2" x 4" R -5 R -11 Central NC - Split SEER = 10.0 SEER = 12. \LI Frame, 2' x 6' R -19 - Single Pkg. SEER = 9.7 SEER = Common, Frame R -11 Room unit or PTAC EER = 8.5' EER = Common, Masonry R -3 Electric Resistance ANY Under Attic R -30 Jog Single Assembly; Enclosed Heat pump - Split HSPF = 6.8 HSPF = iNI Frame Metal - Single Pkg. HSPF = 6.6 HSPF = Pans Single Assembly; Open HD Room unit or PTHP COP = 2.7' HSPF/ = _ Common, Frame .... COP FLOORS Slab -on -grade No Minimum .-. Gas, natural or propane AFUE = .78 AFUE = Raised Wood R -11 Fuel Oil AFUE = .78 AFUE = Raised Concrete R -5 Common, Frame R -11 Electric Resistance EF = .88 EF = o In unconditioned space R-6 } Gas; Natural or L.P. EF = .54 EF = In conditioned space No minimum Fuel Oil EF = .54 EF = Climate Zones 7 8 9 TABLE 6C-1 : PRESCRIPTIVE REQUIREMENTS FOR SMALL ADOtTIONS (600 Sq. Ft and Less), RENOVATIONS TO EXISTING BUILDINGS ANO SITE• TABLE 6C -2: PRE * See Table 6 - 3, 6 1. On Table 6C-1 incicate O e R- valued the insulation being added to each component and the efficiency Levels of the equipment being installed. Al R- values and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be left blank 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floc area in the addition as !obis. TO the are of al glass windows, siting glass doors and glass door panels. Double the area of al non - vertical rod glass and add it to t e previous total. When glass in existing exterior walls is being removed or enclosed by the addition, an amourt equal to the total area d Otis glass maybe subtracted from the total glass area Divide the aljusted glass area Iota/ by the conditioned floor area of the addition. Multiply by 100 lo gel t e percent Find the largest glass percentage under which you calcuiated percentage falls on Table 6C -2. Prescriptives are given by the type of glass (Single or Double pane) and the overhang (OH) paired with a solar heat gain coefficient (SHGC) fora given glass type and overhang, the damn solar heat gain coefficient allowed is specified. Astual glass windows and doors previously in the exterior wall d the house and being reinstalled in the edition do not have to c n)* with the overhang and solar heat gain coefficient requirements en Table 6C -2. AI new glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated. The overhang (am 6stance is measured perpendicularly from the lace d the glass to a pant drectly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the fotowing requirements. My glass type and star heat gain coefficient may be used la glass areas which are under at least a two loot overhang and whose lowest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single -pane tinted, double -pane dear a double -pane tinted. 4. BUILDING SYSTEMS. Comply when new system is installed fa system installed. 5. Complete the in(amatan requested on the bp hal of page 1. 6. Read 'Minimum Requirements fa Small Additions and Renovations', Table 6C -3, and dhedt all applicable items. T Read, sign and date the "Owner /Agent' certification statement on page 1 13.20E FLORIDA BUILDING CODE - BUILDING K 4 At fge'ort z % 4(1- 4cAref) batreo #1 Axtsr.: e N z54,6, w,44 (/ ItO pi PS w 34'S . - or • ; Wes f 2.5 `. L or 4 /3 h,K. 2, :: 4.041 .. Z u , e0 _ 5?/440 5 re /4 v w ••• ..A.*._ ..•,.. _..� .:= ,4Xid t, 457'f.+,$e$/ SL'C6 1-` CI P4,0AJ. �.' :2 ' o Cent( ; " 74 0744xr r - — -I 1 1 �. 1 1 a• E ...3/ A c . 5 (-,1N?. F5 E fa _ !ZOOM 0 �I ._� t 11 1 °,' QICt- D R E 5 5 11.4 *L . 1_Y n - 2 . 2 MASTER BED r r �� ` I as - i?s V H c > 1 C,.,.. ter 4 w L 10.X G UTLiT - 1 c 4 2 r Cs {! t a T «T + 1,_ 12 of) rLET CLO 3fr FOR P,4LG^1C)' i,, :.s C. 8 " 11 .4o cF� cA:►... L1 VfNc ko01+.4 .�f L A ICf� Y�>•��r# (r3 :r an g.A, )4tl\..: t a "■ :.4 t 12 x G ' • i11'o t i c 1.' 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OFF To /A N LxIsr 146 3 EC ION 12" ` � -L SL' PE I P61 T f l'it G" CyPizes3 a4 c ?-,0 100sA r lonl N VAx<. 8 "k ►2" C'NC, Tat _13EA.1A 4.* 5 Gov7, F 5- 1V . ELS .C-• 4 t genera ,' T tNp + 1+ VRywA l c aN - r k 2 tr Fute( r G lei" Q. G• WITH R • i NSl� . .:8 cmd Owerse.. IAA 41.5 7 CO/ l "x 4 " `e'P, ' c EI 1 KG g-.0 t3AT ► L A ?IDP1 F Y'NPJ 2'02" WO. 1 14".4 1 2. E PRyWALL OM 'ttaitJG STRip�s' I4h I 41' 1UUSULATIo1 re - PLO' //1. 131N (;* R 'S E R AAL%) ._ R O c F 1\1°1E5 f3Ae 1 TYPE. goof' TO /I A1'Gtl EXI5•t'ING ON MOPPED 9c 1 5LATE': 70 30? T?N.C.4PP5r7_ l OG. 'r PERIMerE.V AND t - 14,5 1 9" 44. IN 5/8 PLYrJ 5t4 ,c1'NtNG tbilt.n n TO _t J 2'' wep AA FT 12. e 16" a C, BARRet, TILE Roar 4- • if ►4 frucc v let STVt. /2 : t Go"' rosnA,14 6 3 2 ter #Tl"tr u,S - 4:.-tluNsgo'se Is e ¢ - 0'' 12." W440 RAPTc.R5 e 16'.' /I "k 'B it W000 I3FAM'._0N .-'d P...: t:;F q-" x ,, 1V 00!} PosT STdtao FAes4 OF x.irr olJ /Av. LA'f4 ✓EN CD WT. ON toll d EA 0$17•14 r /3 5 <GO O1, F11 ALL 9 11 ) , 1 2," eati c T.8. ---,,.. 5 E - c 1ioN c " s . . 4XA-re Ext srNN6 t.it 1TG. 12 , Srt rt��r_(s.. a ?if- 5146 REeCS3 4 l'e„ip r t P roar tJ it rip . ^ ;y.. ► . Zed r r241- 1' sE ij .. oN 37 54, Fr loco Au'w5 20'•7" ei-aAfe.. SPI we- Amt.- At'9!N6 _ 1'x' - _ T.G. CyPr '5 TO 1 E r As'111: "4 FDI"Z__ THE ei JLI is 1SI-1 _QI`RL�/ W 1fiN�j LE THEN A._. I P 5 , F'1~. 1�7N 1VNIG+1 - �� .�.. _ . J / 1 ,0 de iv 4x4 SrE L cot•, 4 NMI ..1_ Al'a'i / ,;;` 8x r2" Cd/ 4404 Q 4* # y €16 3 riEs r2 "o G Fsaerk$1,Ass m e ON wE t„t. Co/APAGT1u 0 Fitt. 46 L.&- C Nc 5 Dd \vEL $ G� 4.! o et _.... (le. 6 a" 110414. FauivoArtoiki Pr )�►, x 24 ' agG ?'N, 3 rr$ eemr. ' w. 4 5" k 8" 5 Mgr a /x. GDt, 0 2•$ / 4 row'ns INT+Q exrsTrad Q2 p N.* tia 7...! 1)." � x J . /f ;," ¢ � 5rt� ,q ' � t. PLATE' , 3 t' 1UAST LINE TO (ISri■O 56Pi‹.. r• ttsrsPG 4 `k 4.► `T EEL &IL\ .. . ......... . " r STe g L.: Cat ea,v4a :re 111.t E XI IN C•73, • Rine e _ RAtJ rbKy. ' :: $$.094 N•S. ExP _...ee _ Go IN/!d /Ally 6 ®N G W11100 e1 WITH Gbtle., At .tASr LIP Sc4 ✓ 8LxK )Arlo 5LDe . !',, 1 4on17 rats 6 2.* P) 3" re Solt. IyAre /A(AJr; fo0o,0Art e lv PES1 es (4 eA;St o 1)Ft4 2419 5,11.. a1 pAoy CoNTre..:. To veal F - wino CONP1`rt /1Jf I44u5 ` NAT* IS eXI5 )NG atjt 1 CrLP \VAtt F'1 /A Rxls' e LIN e l IN GAt21 e wwerzE. 0isrilJ4 - WATER Ef N EATE 12. .f5 LO6ATE0 ... 1.1.1 uJ w FB 0 , AO i Art' .._ -la 03 RE/15 'G 4. 18 43 FDA goon' At 6ECTION A - A ST .. ._. ANC W O P - A 6 ' R . - . Tr*:(. n MD °L. //iAre-te--- t‘.01Tie,N TYPE. MAX UPLIPT cAP AcTOgAI,. dkriFT FASTI4I,S25 A * W" , 3 is TO boo MP, 1...00445,444.7. 4. a vie &up go O L.45'7 072# 1050 te EIL „,1 4 ,p ?mai 14" 14, Srp,A is 7 1 . 105dir a...14, P &IA It.3 14.14P MI4.3 C Ws) 'fa a fiy ki - z4otC, stuP _ ))1 Zit 0 ?s • lab% i PM° P.O. 2,3414, stupg 4 ,0 0 4, 4* 1:Peti 16 4P ',was - At-C ---- 5 1- rzocTVP-AA- C.UMBER. To F6 F 19 liboott p ... 1001.044040.40,4406 E4Te$ ilEei/ I; .4 0 Why t S / ?ACT OrAASS A4/0 IVA it 6 *I tildrIN awe 1 cTR 124Vell CAti :iriztt __EX 1ST/NG 6Nr1. CONC. T; . €‘?" 4-* 5 Con RAV.EP Z2"/FT sibpr a" cit.5. WALL PAK r fa 2 si eyrr st4PE S"reeto CRtGli,E r CMT exiSrA.‘ 4 Ne 4: a" AID, 8E tip goo MT:raft's ToP OP 4"$ 4" wepap A(filog El) i E151' Rear 1?Arr F141 nitrt4:1 d t r id(d , • - AleiV 2)(4; 5 Exi3rioti OPENIAM misutivrte,PJ 4" C606. SLA6e, rigtIZCL.A9S /A wai OAAPAcrel) Vz" 13,T t XpA&1S1 e A.) Jottir Colv DRYvvA :aii 1 )(2 te MT'( iNsw... Oto<14, WA 4/-5 ----- fiek REMOvE: X 1 STI46 04-4. ,F7 OFF Tel /AATcH ExtSrilsI6 r a t2, CON(.. Tit fi . • 4.* 6 Crn47; f "it vo■vi.S 41011 1444W Co, 1, To ttsit 11.011 ECUON B- 5,2,4Le /1( 4y/id's 8 E. JOULATIoN rrtv IJ eAv, /' .PRyyt/ALL ON ITR1Ps )G 0.c y4" iNsvi.ATim 12- 1"x4" cyP, cputt4 a 14- '-'50 OAT T A w$aLATIod lardy?, 2' tit) gA 160,11 i` I 4 R 00 Ni oT E, TYPa ;z4,i r //Are- ,E)( STING ON MOPPED 90 LATE ae NcAPPEP e 9" 44. IN PiELO mu ptydeov A rKG ?JAIL :6 iv woo 12,A FT 612.5 C t6.0 (9.6 • 4ii J. )3ARReL TILE RavF V 1 ( 1 €0 fived 4 111 $18) eet /;t $;*Px 6 /&WY in VI 0444 titfrmg c 2ts• tp 4 Tam ig its e eAl2, c. A le rad 610 S1(11," 4'4'C LW. e 2.* 6 (5A/ ttoP �F iSrt#J4 r/.3 4g 4 11/060 Al tsriNd 5TROCru1 4 e --- zm)C twos) RAFrreas e _445(1" wo‹,,t) geAr4coN TOP t2i= 4" 4" Ivoi> p�r A141 Iv* Into E CARAG 5rireco oN it1RTAL zAto w 20 era rINeAPpeo 014 6 6" ikpva(90 NAILeo e P ($4 d 2rxee'' Stt/0 Typ. ee-oc.AT6P Ext5'TING, ek IptrtJ6 Pedifit5 g siwrritsts., rrd. (oa 34'" $4413 Recgs fMr 1 /../Z.22 ?'" 1 rOoTf 06 Typ EpCT ION C C TO E CO S. I, /:e" e— ty). cdAk,eatritta. wA5TE h)(IsTo 5YEC.1- C PLUN 44' wD AL_C2 riaER 6/ASS JAE'S ON WELL CoMPA6TEC) F )!4L e Jr 5 ro ae id Po N PLk3J xr2 4424 (9 4- # 6 \ tAV. o' 46 Wl A/ Oa At Flts cA5 L. 1 Vttz -- 1 '-- $1-Aara 414 ite re Jo Visin4 20 a 4011/ lti3 g 4 eoiv :ve :ex 1 o 5 r 2 t . < 0. 4:14, 4 P 1 10 11 . 11 .1 1 4011 1 ■ 4 040190■111TIMW 1111.101■111. /MOW con. frdrehteNT ; fiwv.v Arai%) Pt's eAslip PO>) 2c)5 * 5,11. BEArzNG CAPAer/ coigne. 0 vgrzipy wiru peA6E WAr Bx15TING fOr 1 LP IvArr a nom L1ne OPME wperzE nivimc EATE12. ,15 1,061r EP 0 t 1- PATE 1— N 1:•• ET- 2. Pmse° FLT i goo' RAN 5ECTIoNS, autifl j3 '2" 46/ " , �c. You ,' - J 1-1\1.1 pi_llt ? \ _ UF�1 iTU --VaA 1....A.I CUD KtT EN 1 ,--- ',‘' l P QUr U X31 N �N2 S1?1K 220 U £!J AGE a li 0L-35 \ l iRcF-c, 51. ,1-301 5i" Bl\ PA4Zri r1 WS tiww Ri.ter y crJZ up ` mop W iU 6/5 . 0'10' - q _ U M /Ai,/ SKETCH OF SURVEY 4 SCALE: i 2i r�rt ry .yc Date a L - a 3 Miami Shores Village ou1ldtng and Zoning Department Attention: $uilding Official SWIMMING POOL OWNER'S. CERTIFICATION I certify that I am the legal owner of the property described as' Edi r ' fl��r� f latated at /2/6 A-f' g 3 Sf'" / % ' Vice <<s' 1 .33133. In accordance with Section 33- 12(0, Code of Metropolitan Dade Coun, 1 certify that 1 understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with - ,water until a separate permit has beers obteined for an approved safety barrier, and such barrier erected, Inspected and app roved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting an approved barrier prior tp final inspection and use of the pool. Legal Owner Notes This certification is to be submitted with a swimming pool permit application in duplicate. ��IGCCr� Air 9164 0' SKETCH OF SURVI. / //' / is-7/,<Iis7/ 73 k .. SCALE: I " = ��' LEGAL DESCRIPTION LOT ,9,t/q 7 ;'/ 11/4.-.- or - SUBDIVISION ,4'%%"1" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT 800K 9 AT PAGE 3 OF THE PUBLIC RECORDS OF COUNTY, FLORIDA. THE FIA QOD INSURANCE RATE M.AP, OATS 1922.. PUBLISHED BY THE NITED STATES OF f1OUSING AND UR. BAN DEVELOPMENT, L EtINEATES l'HE HEREIN DESCRIBED ! D TO BE SITUATED VWTHIN ZONE L l./ _l 20.96T.�.Q ;271 . FQR: /W.e ,' 9•t/r "="• ORDER No (0/G: NOT VALID UNLESS EMBOSSED SEAL LOCATION SKETCH SCALE' C ND 75 /5 N BLOCK ,L ;. /2 CARIBBEAN LAND SURVEYORS, INC. 71 75 S. W. 8th STREET, SUITE 216 MIAMI, FLORIDA 33144 TELEPHONE 264 -9151 -WE HEREBY CERTIFY: That the \hotbed SXETCH OF SURVEY of the above described ptoperty 1• t • *Ad correct to the best of our knowf*dge and belle, os recently surveyed under our direction, oleo that there ore no encroochments unless shown. kt PROFE3 AL LAND SURVEYOR NO. a7 ` 1 DATE OF Fl `� / /P.dC/ ..r - -. ,FLOOD CR TWA THE SOIL ADEQUATE OF 2500 I THAN THE CONSULTII BEFORE PI F.C. - D&FfH ELEV. LW HIM PEAT. HTDROS?A? O UPLIFT FLOTAT ION WATER LEI EL ELEV . POOL DBP?H Lor POINT POOL LXVV o .a..�._ �. O a I tt�`�' ���l��# v -- r: X9.7' 4' ANALYSIS i o.d L ,_ I.O SOIL STATEMENT 1 f.ia 1 10� ; PLOW PLAN is- Q0 (2-1 CONDITIONS AT THIS SITE ARE TO SUPPORT THE DESIGN LOAD 0S.F. IF CONDITIONS OTHER ' * ARE ENCOUNTERED, THE G ENGINEER SHALL BE NOTIFIED OCEEDING WITH THE WORK. 1040 t 3 S 1 POOL: ®1' r CAPAC ITY ! 2 %k (3A LLONS CIRCULATION C.P.H. PUMP 11 / 1 2 H.P. 1-110 4:410 riLieve- LEGAL LOT \'i ? �s " C 9 4, p 1.1( SUB'V. • P /B. 414 ,PG. (mob, DADE COUNTY, FLORIDA. PROPOSED SWIMMING POOL FOR: 1 `1 NiktAtvt et AT: • • tt POOL PLAN 1/4 "• 1' -0" r 1N1 4229 S.W. 74 CT MIAMI FL. 33155 PH. (305) 264 - -4510 TELEX ITT •441582 9 — e,q{-7w 1-7013- c ? i s' ARMANSA CONSULTANTS INC. CONSULTING ENGINEERS I./I .Qi O�C1L 2 SKIMMER TO P/F 2' MAIN DRAIN TO P/F - ---- 11/2' RETURN FROM P/F-0 1 SEAL 1 igat, la ALL 44N . a. NBINFOROI1fG BAR A 615 G04PA 60. ,,. ALL 1,PI h. EL$G / tWA1N' INS SCHEDULE SHALL DISCONNECT AT 4EBVIC . • • CO 4T8 R $HAL TITO 'I . WOBX 6. ENOIN R` -TO Bl OF . 'Ma pRESENO :. R . VAXOTRIVAI. LIO :8. ENGINEER : IS 8E8 OUP RVI x N 01 '9. P0d0240 Of DISC ALL BE NEW I LET GRADE CONFONING T T'O A8TM SHALL - P.V.C. SCHEDULE #q0. ALL moo & DEYICI:8 AS INDICATED 14L ILTER 010$11 SERVICE AT EXISTING ENTRY INSTALL WITHIN 50 Iii'. OF FUSED SWITCH AT YBA,IFX ALI DIMENSIONS AT SITE 8 F01 E P12QCE$DIN4 OIF iED IF SOIL BEARING IS LEs$ THAN 2300 ma. COHI1ECTION TO COMPLY WITH NAM ELECT. CODE 580- Q NSIBL& FOR CONSTRUCTION ONLY IF DONS UNDER THE HH CONSULTING ENGINEER. ARag OF POOL WATER NOT EXCEED ONE 01141, SHALL CONFINS '0 WITHIN LOT LINES, AND CONFORM TO-SECTION X004 Of THE $OUTa itL0RIDA ago. CODR. =10. ONL IN0H Pap0:0 CONDUIT IN ,POOL AREA. GROUND ALL BOXES, LIGHT, HOTQa _LADD1 B ETC. v / # WIRE $EPERATELY. POOL PUMP MOTOR TO BP A'$D AHq. $- GROUND WITHIN #$ GROUND WIRE. 114/At kit ® GlisnE&(fit: flak'' Q.L. tOP Or . YxxuR teAreArAr .r► irio a r i s r r r s a r s A a s r r► snrtariAr. • L 45 VW • gin TO } 8t Ij N 4" CONC. DECK, CAP TILE UbE N PLACE °Y CO INQ U $ 4 4) O Y MA I& '' v PUMP MOTOR OIL Co.DItIQN$ ' A' t TS ARE AR UAVt .Tt}`' 31./P PO S D SIQN A D 01'2500 .p $ • �" .. CONDITION OTHER' THAA _ TRI,S its ENCOUNTERED, THE CONSULTING" ENGINEER SHALL Biti NOTIFIED BPI 0RE MOPING. WITR .1H$ WOES I,114T STiAI1 _ gni & WATER LEYE L1;Y.... . • �+ - LO POINT ELEV....a.•.0 � E FLOOD CRIY81iIA.. •..... F.C. DEPTH ELEV........ LESS HYDRO YERT........ RI D$O3TAT t7. 5I T... • �, j , o POOL DATA TxhIN4 ,SWITCH OR.. RANUML MOTO .ST Ali r OR MAGNETIC STAR' E1t? • M , M ANSA COISJSULTANTSI CONSULTING ENGINHEFig 422$ SM. 14 E7. MIAMI` FL 331 PHt'048) 284-4419 ` TetoE t 7 -4 ,.h DESCRIPTION A►!D z5 P� of toy 4 3ION: e4 y L&) E NG TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK PUBLIC RECORDS OF 24 G E- ON SKETCH loo` ER . -7//.. 5 1E FIELD SURVEY YTLR ONE :PEATY LINE TIDE-WAY N LIMN PSE.VE ■OFJ. FENCE PENCE NO ETON ME R£ -IAA AO 8EANNO SUNED NAIL & DISC N0 NAIL • r1C . IzIG ,\1.E DRAWN BY: CHECKED BY:_ — D7 ABBflEVMTIOW $ (If ANY APPLIED) .CLEAR U.E. ENC. wiNCAOACW.IENT 41111. .00NCRETE SLOG( sTAUCTUAE 144A. mOONCRttE .OVAYETER 0.1.4 E. .OAANMC& MAINTENANCE EASNT. $.L •SET INO`I PIPE F.D.H. =.FOUNO OAE.L HOLE A/C .WA 00NOfT10NMG UNIT REC. .saECVnoEo FILL) ..Famo Aux 8 o sc F.C.R. .POVO Ctrl NA W.M E. I4. POOR 00A F.H. EASMT. F.A.E. S.D.N. CALC. F.S. RAO r. , )1-iLeEe. =,, F x I3 HATE: OR'S NOTES: uPTION WAS FUFPUSNED BY CLIENT. OUNO INSTALLATIONS OA iWTgVEMENTS HAVE BEEN LOCATED, EXCEPT AS NOTED. 0 VISIBLE ENCPCPCHMENTS OTHER THAN THOSE SHOWN OF THE ABSTRACT OF TITLE WILL MOVE TO BE MADE TO DETERMINE RECORDED INSTRUMENT, i ANY HS YHC.ERRTY . RSHnP BY VISUAL MEANS ° .Y (IF ANY), LEGAL ONNERSTIV NOT DETERMINED. aPTION SUBJECT TO ANY DEDICATION, La.UTAT10N$, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORDS. •llTE.ITV EASEMENT .wn/ wVYt &CFPIN IE Daft .MPNUMEN Ole ..PROPERTY COfi+EA =FOE HYOANR =EASELEN? 4-0U140 REAR -SET DAILL HOLE �.JiCLANEO =FOUND SPIKE .RAoIA� .•falls (TYP).TYrIC.. BLOCK Z 44 AT PAGE G =� COUNTY, FLORIDA. Z Alit, e d /,-4/1 11e..•A Glr4L(17[‘k7p perE.PI_L_ ee. 1K, F(5L4*1D 10e)* , PA r N CERTIFY TO : ITTOgLlEY � � Tt� I t �vrc �f roip, , Al r� 1ED SKETCH Of BOUNOARY SURVEY Of THE ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER 'ION AND MEETS THE M1NtMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN )1 G17.6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. E. BELTRAN & ASSOCIATES, INC. 12533 S.W. 30th STREET MIAMI, FLORIDA 33175 PHONE: (305) 552 -7450 CERTIFICATE OF AUTHORIZATION NUMBER LB 5233 ERNESTO BELTR PROIFESSIONAIL, SURY R i MAPPER NO. •E5 STATE OIL FLORIDA DATE: ! z"� — � 1 NOTE: THIS IS NOT A VALID SURVEY WITHOUT THE ORIGINAL RAISED SEAL. AND SIONATIRE OF A FLORIDA UC£NSED SURVEYOR AND MAPPER F/ P l_ Q=25 , A - C . X s /o.zo 1 L`2 pre, Flo. ! ZIG. N N J 0 9 qA A Cc CTYP) FE J r ' /z L3. 413 413 0 SKETCH OF BOUNDARY SURVEY SCALE 1"= Lp ' l j/LE: _ poet-fakir l PLrzKway 00,00` Lot 3 TILE - - 1 FBweg LIM e �DOOo Lot' z 3 Z ;6 'OuIP_l. Poe - / 4,35 N (4.3 ` J H &roL l+e c) ION G you PO 0 Fit" 0 0 % .L S 41\ BEARINGS HEREON (IF ANY) ARE REFERRED TO AN ASSUMED VALUE OF FOR THE SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD ACCORDING TO THE N.F.I.P. THE SUBJECT PROPERTY FALLS WITHIN FLOOD ZONE: A E 3 0 4 AIE L.,.. --- 1 b „ . At e .._u......._ _ T-- • Titstl 12.16 N. E. 3 rReer / 1AM; :441ixes 1 M E 93 9-( ST. 1 0.16 _ 6din 1 .761,V1.1 n4 2(1 AS PIM T fAvEr-tear 1 Ex*-r 11.1 E me 0 PDAPApt tow/4 #.40dt• fleVP /// # trtionif yAO s PLOT PLAN $ \eAdit. yA.2.0 • E6A 1 12E5CRiPTION; Len' S AND WE57 oi tar 4 biect4._ 2, Di vls ION eNt LIA-r P8 44 %f 65 OF pdairc . gEG4'p.p5 or PAPE Coul41/ FL- GEN ERA( OT gtE C TR 1 CA - 1.1611T5 RrA\E.$ to r3E &ONE To Ex ;STING SPARES < tt 4 60. 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