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RC-16-2898 (4)'r FERMIN A. MARTINEZ, P.E. Lie. # 19363 8340 SW 65th AVE. #3. Miami, Ft 33143 Ph. (305) 298-3216 ASBUILT CERTIFICATE PROCESS #16-2898 March 20th, 2017 City of Miami Shores Building Department 10050 NE 2' AVE. Miami Shores, Fl. 33138 Re: Interior Remodelation to Hernendra & Jagruti _Patel's residence Job Address: 89 NE 109th.'ST. Miami Shores, f1. 33161 .• .. . . . .• •... . .. . .. . .... • . .. • . . . .... •... . . .... . . .• .. . . .... . . .. . • . . •. • • .• .. • ... . •. .. Dear Sirs: Pursuant to the authorization of the owner, by myself, conducted an inspection at the above referenced site and Scanned the Structure andit's components with a "Profometer 5" (By Proseq). I hereby attest that, the structure is structurally sound and the Rear Conc. Slab and Bathroom Remodeled satisfies the requirements of the Code in effect on this Date: 2015. My statement is based on the following detailed methodology procedure: 1-Cont. Deck Area SLABS: Cored slab to verify size: 4" thick, over vapor barrier on clean well compacted fill was observed (Visual Inspection and Scanned with Profometer 5) • • • •• • • • FERMIN A. MARTINEZ, P.E. # 19363' 8340 SW 65th AVE. #3. Miami, FI.33143 Ph. (305) 298-3216 2-Remodeling Exist. West ::side .Bathroom FOUNDATIONS: Existing to remain. CONC. WALL: Opened 30" wide to the Finish Floor, for access to new Shower. CONC. BEAM: Existing Concrete Beam, to Remain. • • • • •••• •• • • •.• • .. •. . • Existing Storage ' • • •.' • •• •••• • • •• ..•. INTERIOR WALL: 8" Exterior conc. Wall was opened to instalrsH-1/2.32 . Window. • • •. • • . . • • •• TIE DOWNS: Verified (Visual ,Inspection).used,the Profomdiof 5:sewer . • to detect 1#5 vertical reinforcement. Tie downs were found at each side of •' windows at exterior CBS wall. WINDOW FRAMING: Verified 1"x4" p.t. wood buck attached to Existing block wall with 1/4"x2" tap cons, top and bottom in both sides, at 6" max. at ends and 12" o/c., with 1 1/4 min. embedment into conc. Filled cells and 3f4" min. edge distance. MASONRY BLOCK -UP: Door(24"x80") and Window(SH-24) removed and opening was blocked -up with 8" conc. Block w/#5x6" drill in 1"0 x8"-fill hole epoxy @ 16" o.c. and horizontal joint reinforcement between every oher course w/miri: 49 ladder type. INTERIOR WALL PARTITION: Opened drywall (Visual Inspection) to verify size and spacing of studs. 2"x4" grade 2 so. Pine studs @ 24" o/c. anchored to concrete floor with (1)x2"x4" wood with 1/2" anchor bolt @ 24" o/c. Also 2"x4" p.t. wood fire stopping at center and top of wood studs heights was observed. 1/2" drywall (Visual Inspection) at both sides, on 2"x4" wood studs with anchor 1/8" x 1 5/8" self -screw in @ 6" from corners and 8" o/c max. all around. FERM I NA. MARTI N EZ, P.E. Lic. #'19363 8340 SW 65th AVE. #3. Miami, FL 33143 Ph. (305) 298-3216 ELECTRIC WORKS: According to Electric Plan. PLUMBING WORKS: According to Plumbing Plan. MECHANIC. WORKS: N/A .... The structure complies with all requirements of the South. Florida Buildtug'': Code, 2014, 5th`Edition and it is safe for the current specified Inrol id .... • • • .... . continued occupancy. ' • The structure also complies with the requirements of the curreYfGFlbrid4 • Building Code, Ordinances No. 0244 and/or South Florida Buildine, Code,. Section 301.5(k) Amending Chapter 8-C of the Code of Miami Dade • • County, with the Permit Application ;and any Plans .approved idy.th Bui ling Official, •if applicable. • • •• Fermin A. Martinez # 19363 (Name) 8340 SW 65th AVE. #3. Miami, Fl. 33143 (Address) (305) 298-3216 (Telephone). • d No• 19 63 ILK = Engineer's impressed Seal,&'S'C O RHO . •� l, :"4 1• p . • . .• • . FERMIN MARTINEZ, P.E. STRUCTURAL ENGINEERS 8340 SW 65th Avenue Ste -3 Florida 33143 Office: (305) 298-3216 STRUCTURAL CALCULATION REINFORCE CONCRETE BEAM FOR NEW WALL OPENING At 89 N.E. 109th ST Miami Shore, Florida. Total Page 16 ••.. • • •••• • •• . .. • .• • • • . • .. •... • • •... .. .. • • • • • . • ••.. • •••• • • • • . • • • 00 iN A. AA i# Y1Y,X10, 0 12/30/2016 WIND- 10 Detailed Wind Load Design (Directional Procedure) per ASCE 7-10 (ASD) Analysis by: I.R. Description: Company Name: '` User Input Data'n: Structure Type Building Basic Wind Speed (V) 175 mph Risk Category (I, II, III, or l% II , Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Gabled Kd (Directonality Factor) 0.85 Eave Height (Eht) 10.00 ft Ridge Height (RHt) 14.00 ft Mean Roof Height (Ht) 12.00 ft Width Perp. To Wind Dir (B 60.00 ft Width Paral. To Wind Dir (L 50.00 ft `Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.24 Flexible Structure No Calculated Parameters I 1 I Hurricane Prone Region (V>100 mph) Table 6-2 Valuel • • ` Alpha = 9.500 • zg = 900.000� • • ••• •• At = Bt = Bm = Cc = Epsilon = Zmin = • • • • • . • •••. • • • .. .. •••••• • . . • • III • • •• • •4 •••• • •• • • • 01Ae •• .. 1.000 0.650 0.200 500.00 ft 0.200 15.00 ft . .. g. Gust Factor Category I: Rigid Structures - Simplified Method, Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 .. Gust Factor, Category. II: Rigid Structures - Complete Analysis Zm Izm Lim' Q Gust2 Zmin 15.00 ft Cc * (33/z)^0.167 0.2281 I*(zm/33)^Epsilon 427.06 ft (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.9109 0.925*((1+1.7*Izm*3.4*Q)/(1+1.7*3.4*Izm)) 0.8781 Gust Factor Summary °' G 'Since this is not a flexible structure the lessor of Gust1 or Gust2 are used I 0.851 Fiq 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 • • • • • • • . • . • • • •. • WIND Design 12/30/2016 WIND- 10 Detailed Wind Load Design (Directional Procedure) per ASCE 7-10 (ASD) 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 Kz Kzt qz Ib/ft^2 Pressure (Ib/ftA2) Windward WaII* Leeward Wall Total Shear Moment (Kip-ft) +GCpi -GCpi +GCpi -GCpi +/-Gcpi (Kip) 15 0.85 1.00 56.57 32.36 44.58 -20.53 -8.32 52.89 I 47.60 . , .357.03 Note: 1) Positive forces act toward the face and Negative forces act away from the face. Figure 6-6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (Method 2) Variable Formula .p Value Units Kh 2.01*(15/zg)^(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256*(V)^2*Kh*Kht*Kd 33.94 psf Khcc Qhcc Comp & Clad: Table 6-3 Case 1 , 0.85 .00256*V^2*Khcc*Kht*Kd 56.57 psf Wall Pressure Coefficients; ,Cp: ', Surface Windward Wall (See Figure 6.5.12.2.1 for Pressures) Cp 0.8 •• •. • .• • • ••.. • • ••.. .• .. • . . • . • • • . . .. • Roof Pressure Coefficients, Cp Roof Area (sq. ft.) Reduction Factor 1.00 •••. .. . . • • • •. • • •..• • .... • • • • ••. . • • • • • • • • • • • WIND Design 2 12/30/2016 WIND- 10 Detailed Wind Load Design (Directional Procedure) per ASCE 7- Calculations • for Wind Normal to .60 ftface. ---_. Y ° Additional Runs may be req'd for otherwina directions' pp,,.ff}- :;Pressure (psf) . +GCpi' -GCpi Leeward Walls (Wind Dir Normal to 60 ft wall) -0.50 -20.53 -8.32 Leeward Walls (Wind Dir Normal to 50 ft wall) -0.46 -19.38 -7.16 Side Walls -0.70 -26.30 -14.09 Roof - Wind Normal to Ridge (Theta>=10) - for Wind Normal,to 60 ft face Windward - Min Cp -0.54 -21.69 -9.47 Windward - Max Cp -0.04 -7.15 e.Qz Leeward Normal to Ridge -0.46 -19.38 -71.46' Overhang Top (Windward) -0.54 -15.58 -15.661 Overhang Top (Leeward) -0.46 -13.27 -1 1.2fi Overhang Bottom (Applicable on Windward only) 0.80 38.47 38.14" Roof - Wind Parallel to Ridge (Alt Theta) -for Wind Normal to 50 ft face ' •, * Dist from Windward Edge: 0 ft to 24 ft - Max Cp -0.18 -11.30 6192. Dist from Windward Edge: 0 ft to 6 ft - Min Cp -0.90 -32.07 -1t'8.0 Dist from Windward Edge: 6 ft to 12 ft - Min Cp -0.90 -32.07 -19.86 Dist from Windward Edge: 12 ft to 24 ft - Min Cp -0.50 -20.53 43•12 Dist from Windward Edge: > 24 ft -0.30 -14.76 -2.55 orizontal distance from windward edge .... • .... . • •. • . • . .. . • .• • . • •• . • . . ...• • • . . • • • . . .. . • • . • .• • . WIND Design TIE BEAM REINFORCED WITH STEEL PLATE Ib Ib in 'INPUT DATA: Ib ft Dead Toad Roof= 'Rdi := 30-psf: Live Toad Roof = RII:= 20•psf. Tr us s s pa n= 24ftH. Wall hight= Hw:=Oft Opening Hight Hop :=Oft beam Span = Lb = 12ft Neg wind Toad = WI = 32:1 •psf K:= 1000•Ib Dead load Roof(wind) = iRdlww:5 10 psf GRAVITARY LOAD CALCULATIONS Ib Ib gat,: 3 :- 2 ft ft TRIBUTARY GRAVITY LOAD ON BEARING WALL FROM ROOF Gravity Dead lineal Toad= Bdl .- 1 2 RdI•L Ib BdI = 30 — in Masonry Weight = ,ym := 54•psf Wall weight= Ww := ym.(Hw - Hop) Gravity live lineal Toad= BII :- RII•L 2 Ib BII = 20 — in Total DL = TDL := Ww + BdI Negative Wind ILoad= Bwl :- 2 WI•L Bwl = 32.1 Ib in Ww=0 TDL = 30 Ib in Gravity Dead lineal load= Bdlw :- Rdlw • L 2 • • • • • •• • • • • • • • • •••. • • ••• •. • • • • • • • • • • •• . Bdlw =10— Ib in •••. • • • • • • •. . • • • • • .• • • • • ••.• • • .•• • •• • ••• • •. •. • • • . • • • • � • • . • . 4- LOAD SUPPORTED BY STEEL PLATE: LOADS: Geometric Properties: TRY (2) 10"x1/2" STEEL PLATE A-36 PLATE b := .10•in t := 1- • ri 2 Apostprov := (b•t) .2 Ipostprov:= 12 t•b3 (ipostprov) Spostprov b 2 E:= 29000000•psi Fy := 36000 • psi . • • Fb:= 20000•psi•• • Apostprov= 10•in2 • .••• . • .•• •• • • • • • • •• • • • • • •• • • • • • • • • • •• •• • ipostprov= 83.3•in; ••• • • • • 1;postprov= 16.7 . in3 Calculate the required flexural strength Distribuida Load on Service Tie Beam (See load calculations) ws := BII + TDL lb ws = 50— in Mu = 1 •ws•Lb2 = 129600 in•Ib 8 Mu := 129600 in -lb YIELD STRESS ;F := 36000•psi Not considering the contribution of concreteTieBeam Bolt located in neutral axis of Plates, Distribuida Load on Service Tie Beam (See Toad calculations) load neutral ()xi,- of p1cte ALLOWABLE BENDING STRESS • • • •• • • ••• • • • •• •• • • • • • • • •••••• • • • • • • • Fb := 0.75•Fy R:= 0.75•Fy Mu Sreq F— b Fb = 27000 —lb .2 rn Sreq = 4.8 in3 Spostprov = 16.7•in� CHECKING BENDING STRESS • • ••• •• Control := if (Spostprov> Sreq , "O.K." , "NOT O.K. Control = "O.K" •: •' MINIMUM DEFLECTION Lb Delta .= 350 Delta = 0.4 in 5-ws Lb4 Ireq := Ireq = 24.1 in 384 • E -Delta •••• • • • • • • . • •• •• • • • • •4 • Ipostprov= 83.3•iri..' Control := if ( Ipostprov > Ireq , "O.K." , "NOT O.K." Control = "O.K." Lateral -torsional buckling limit state .08E 0.08Lb Controol .- if 0 > , "O.K." , "NOT O-K." 1 Control = "O.K." Fy t therefore the lateral -torsional buckling limit state does not apply. BOLT DESIG N THRU EXISTING CONCRETE TIE BEAM Bearing Capacity Concrete Distribuida Load Service Diameter Bolts Wall Width Db := 1.. in 2 Allowable Bearing Capacity Cb 750psi 855plf Cap := Cb•Db•Ww Cap = 2857.5 Ib Spacing Bolt Spacing :- Cap ws Spacing = 40.1 in Use @ 24" . • .. . • • • • • •• • • • • • • •• • • • • • • • • • •••. • • • • ••• . • • .'• • • • • • • .• • • .••.•• 6 LOAD ON STEEL COLUMN SUPPORT VtW = ws•Lb = 51301b 2 LOAD UPLIFT FOOTING Vt - Bwl• Lb = 2311.21b 2 . . • • • .. . • ••.. •... •••• •. •••• .. . •• • • • •• ..••.. • • • • • • • • • •... • • • • • ..... •• •• •••. ••..•. • • ••• • Bdlw •Lb • • • - 7201b • • VtDLW -OOOOOO 2 • • • • • . . •• • 7 FOOTING UPLIFT CALCULATIONS LOAD ON COLUMN Uplift = Umax '.= 23111b Umax = 2311 lb DEAD LOADS INPUT DATA: Concrete Weight = Tie Beam Height = _ lb _ lb p lb vw' ft2 ft3 i6vwn'_ ft Roof DL (10 psf)= RDL := 7201b := 150•pcf -12 •in Soil Weight = Tie Beam Width = •. • • • ••• •• ••.. •• • • • OOOOO• .. •OOOOOO • • • • f ...... ys :=.1+2.4 tic • •• •• •••. bb >S;iti; • • O Floor Slab Thickness = hsiab:= 4.in • •'• ""' ��.• • Exterior Soil Depth = 1hsoile: t 1Gin Interior Soil Depth = hsoilint:=16•in EXISTING FOOTING DIMENSION: Footing Width = 3bf7= 20•ir Footing Depth = hf:= 10•in DEAD LOADS: Consider a Strip = ,;Strip:= 4•ft Tie Beam DL= TBDL:= hb•bb•yc•Strip Slab DL = SLDL := hslab• bf + 1.5 •ft1.\ bf + 1.5.ft •yc SLDL = 272.21b J Soil DL = bf hsoilext2 hsoilint2 bf SDL :_ (—1 •(hsoilext + hsoilint) + + + 1.5 ••ft 1 I •ys 2 2 2 2 J SDL = 11201b Footing DL = FDL1 := bf•hf•Strip•yc FDL1 = 833.3 Ib .. .. ••• • ... • ..• oo ... • • 1•• • oo ADDITION TO EXISTNG FOOTING Footing Width = bfl := 30•in Footing Depth = hn := 24•in Footing Large = `;bilf:=i16•in Footing DL = FDL2 := bfl •hfl•bdf•yc FDL2 = 1000lb FDL :=FDLI+FDL2 FDL = 1833.31b Total DL = TDL := RDL + TBDL + SLDL + SDL + FDL 2/3 Total DL = TDL6: = TDL • 0.6 TDL4345.61 • •. • ••+••• •• • • • . • ••••. • • • • TDL6 = 2607.31b • •.: • • • .... Control : = if( TDL6 < Umax , "NOT OK." , "OK") •.• •1 13 • •. • • • Unix.••. .... [ontrol = "OK" I • • • • . • • MIN. USE EXISTING WALL CONCRETE FOOTNG 10" x20" AND itlegaGE W/ • 24"X24"X16" ON NEW STEEL COLUMNS • •. :.••:• •• • • • •• • ••• • • • • • • • • • • • ••• •. • Title : Job # title Block Line 6 Description : STEEL COLUMNS General Information Steel Section Name . Analysis Metho 2006 IBC & ASCE 7-05 Steel Stress Grade Fy : Steel Yield 36.0 ksi E : Elastic Bending Modulus 29,000.0 ksi • Load Combinati, Applied Loads Allowable Stress Axial Load at 8.0 ft, D = 5.130 k DESIGN SUMMARY Project Notes : Printed: 30 DEC 2016, 3.121'11, ENERCALC, INC. 1983-2011, Build:6.11.6.23, Ver:6.11.6.23 Calculations per AISC 360-05, 8.0 ft Top & Bottom Fixitylop Pinned, Bottom Fixed Brace condition for deflection (buckling) along • • • • • • • ••.• Service loads entered. Load Factoms wiS be applied foj calculations. • • • • Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination Location of max.above base At maximum location values are .. Mn-y / Omega : Allowable PASS Maximum Shear Stress Rati, Load Combination Location of max.above base At maximum location values are ... Vn / Omega : Allowable Load Combination Results Load Combination +D 0.119 Maximum'Reactions Unfactored .--, 0.1192 : 1 +D 0.0 ft 0.0 k-ft 3.772 k-ft 3.772 k-ft 0.0 : 1 0.0 ft 0.0 k 0.0 k • •••••• • • • • • • • • • .•.••• • • • • • Hi .-• • • • ••• •• • • • ••.••• • • •• • •••••• • . •••••• • . ••••• • • • • • • • • • • • • • • • • • • . • •• • • • • • • • • .• •••••• • • • •••••• • • in at 0.0ft above bas for load combination : Along X-X 0.0 in at for load combination : taximum Axial + Bending Stress Ratio Stress Ratio Location PASS 0.00 ft 0.0ft above base Maximum Shear Ratios Stress Ratio Status Location 0.000 PASS 0.00 ft Note: Only non -zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis Reaction @ Base @ Top @ Base @ Top Axial Reaction @ Base D Only k k 5.189 k Maximum Deflections for Load Combinations '= Unfact orE Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance D Only 0.000ih 0.00Q in tk Steel Section Propertic TS3x3x3/16 6 Title Block Line 1 You can change this area rising the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title : Dsgnr: Project Desc.: Project Notes : Job # Printed: 30 DEC 2016, 3:12PM Steel,Colunn. L Description : STEEL COLUMNS SteelSection Propertie TS3x3x3/16 44ENERCALC, INC. 1983-2011, Build:6.11.6.23, Ver.6.11.6.23 Depth = 3.000 in I pc = 2.60 inA4 Web Thick = 0.000 in S roc = 1.73 inA3 -Flange Width = 3.000 in R roc = 1.130 in Flange Thick = 0.188 in Area = 2.020 inA2 I yy = 2.600 inA4 Weight = 7.322 plf S yy = 1.730 inA3 R yy = 1.130 in Ycg 0.000 in Load 1 X J = 4.280 inA4 • • . • .• • 000000 • .••.•• •••• • • • • • ••• • • •.•• •• • • • . • •• • • • ••••.• • •••• • •••• • b ., • • • •, • • • ,.__•N • • • ••• • ••••.• • • • • • • • . • • •• • • •••••• • • •.••. Height 8.08 •••••. • • •• •• Loads are total entered value. Arrows do not reflect absolute direction. • • ••••• •••..• Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. 'TitleBlock Line 6 Steel Base Plate;? Description : --None-- LGeneral Information Material Properties AISC Design MethodAllowable Stress Design Steel Plate Fy = Concrete Support f'c Assumed Bearing AFeril Bearing Column & Plate Column Properties Steel Sectic TS3x3x3/16 Depth 3 in Width 3 in Flange Thickne: 0.1875 in Web Thickne 0 in 36.0 ksi Plate Dimensions N : Length 10.0 in B : Width 10.0 in Thickness 0.50 in Column assumed welded to base J - [ Applied Loads 3.0 ksi Title : Dsgnr: Project Desc.: Project Notes : Job # Tinted: 30 DEC 2016, 3 9PM ENEROAL_, INC.'1983-2011, Build:6.11.6.23 Ver:6 11.6.23' Calculations per AISC 360-05 & Dsgn Guide # 1, ASCE 7-05 ASIF : Allowable Stress Increase FE ABIF : Allowable Bearing Increase Factc S2 c : ASD Safety Fac Allowable Bearing Fp per J8 Area Ixx lyy 2.02 in^2 2.6 in^4 2.6 inA4 Support Dimensions Width along "X" Length along "Z' 20.0 in 20.0 in P-Y D : Dead Load 0.0 k L : Live 5.130 k Lr : Roof Live 0.0 k S:Snow 0.0k W : Wind 0.0 k E : Earthquake 0.0 k H : Lateral Earth 0.0 k V-Z 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k M-X ..... 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft " P " = Gravity load, "+" sign is downwaft+" Moments create higher soil pressure at +Z edc "+" Shears push plate towards +Z edge. Anchor Bolts Anchor Bolt or Rod Description 1 1/2" Max of Tension or Pullout Capacity Shear Capacity Edge distance : bolt to plate Number of Bolts in each Row Number of Bolt Rows 1.0 k 1.0 k 2.0 in 2.0 1.0 1.0 1.0 2.50 5.10 ksi .• ••••.•• •••• • • ••.• •• ••. • ;. • ••i• ••••L• • ••••. • •••••• .• • . •••••• . •.••• • .•.•• • • ••e • • •• ;••. • • / Z. Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel. BaseePlate "Description : --None-- ............... GOVERNING DESIGN LOAD CASE SUMA Plate Design Summary • Design Method Allowable Stress Design Governing Load Combinati, +D+L+H Goveming Load Case Type Axial Load Only Design Plate Size 10" x 10" x 0 -1/2" Pa : Axial Load .... 5.130k Ma : Moment 0.000 k-ft fv : Actual Fv : Allowable = 0.60 * Fy / 15 (per G2 Shear Stress Ratio Load Comb. : +D+L+H 0.000 ksi 0.000 ksi 0.000 Shear Stress OK Loading Pa : Axial Load .... 5.130 k Design Plate Height 10.000 in Design Plate Width 10.000 in Will be different from entry if partial bearing used. Al : Plate Area 100.000 inA2 A2: Support Area 400.000 " sqrt( A2/A1 ) Distance for Moment Calculatior 'n' X 2.000 inA2 3.575 in 3.575 in 0.000 inA2 Lambda 0.000 n' 1.010 in n' * Lambda 0.000 in L = max(m, n, n") 3.575 in Load Comb. : +D+0.750Lr+0.750L+H Loading Pa : Axial Load .... Design Plate Height Design Plate Width Will be different from entry if partial bearing used. Al : Plate Area 100.000 inA2 A2: Support Area 400.000 inA2 sqrt( A2/A1 ) 2.000 Distance for Moment Calculatior X Lambda n' n' * Lambda L = max(m, n, n") 3.848 k 10.000 in 10.000 in 3.575 in 3.575 in 0.000 inA2 0.000 1.010 in 0.000 in 3.575 in Title : Dsgnr: Project Desc.: Project Notes : Job # Printer 30 DEC 2016, 3 ! PM ENERCALC, INC. 1983-2011, Build:6:11.6:23, Ver:6.11:6.23 Mu : Max. Moment fb : Max. Bending Stress Fb : Allowable : Fy * ASIF / Omega Bending Stress Ratit 0.243 Bending Stress OK fu : Max. Plate Bearing Stress .... • • • •Q(3E ksi Fp :Allowable : • • .�aM• ksi min( 0.85*fc*sgrt(A2/Ati).1•7:fc)/Omm• • Bearing Stress Ratio : 0.0:5. •F.}g$rjrlg Stress OOK •••••• •• • • •••••• • . • Axialiboad Ont;P, Nd MomentO • • •••••• • Bearing Stresses •••••• ••• ••••• Fp : Allowable 2.04dlest fa : Max. Bearing Pressure • • . 0.051 ksi Stress Ratio • • 0.15 • •• Plate Bending StressE • • • • • • • • • • • • • Mmax = Fu * LA2 / 2 •• . 0.4nJc-in• •••••. fb : Actual 5.245 kei • • • Fb : Allowable 21.557 ksi.. Stress Ratio 0.243 Shear Stress fv : Actual 0.000 ksi Fv : Allowable 0.000 ksi Stress Ratio 0.000 •••••• Axial Load Only, No Moment Bearing Stresses Fp : Allowable 2.040 ksi fa : Max. Bearing Pressure 0.038 ksi Stress Ratio 0.019 0.328 k-in 5.245 ksi 21.557 ksi 0.246 k-in 3.934 ksi Fb : Allowable 21.557 ksi Stress Ratio 0.182 Shear Stress fv : Actual 0.000 ksi Fv : Allowable 0.000 ksi Stress Ratio 0.000 Plate Bending StressE Mmax=Fu*L%2/2 fb : Actual • • • • • Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel •Base Plate `Description --None-- Load Comb. : +D+0.750L+0.750S+H Loading Pa : Axial Load .... 3.848 k Design Plate Height 10.000 in Design Plate Width 10.000 in Wi i be different from entry if partial bearing used. Al : Plate Area 100.000 in•2 A2: Support Area 400.000 iM2 sgrt(A2/A1 ) 2.000 Distance for Moment Calculatior 3.575 in " n " 3.575 in X 0.000 in•2 Lambda 0.000 n' 1.010 in n' * Lambda 0.000 in L = max(m, n, n") 3.575 in Load Comb. : +D+0.750Lr+0.750L+0.750W+H Loading Pa : Axial Load .... 3.848 k Design Plate Height 10.000 in Design Plate Width 10.000 in Will be different from entry if partial bearing used. Al : Plate Area 100.000 in•2 A2: Support Area 400.000 in^2 sqrt( A2/A1 ) 2.000 Distance for Moment Calculatior 'm' X Lambda n' n' * Lambda 3.575 in 3.575 in 0.000 in•2 0.000 1.010 in 0.000 iri L = max(m, n, n") 3.575 in Load Comb. : +D+0.750Lr+0.750L-0.750W+H Loading Pa : Axial Load .... 3.848 k Design Plate Height 10.000 in Design Plate Width 10.000 in Wilt be different from entry if partial bearing used. Al : Plate Area 100.000 in•2 A2: Support Area 400.000 inA2 sqrt( A2/A1 ) 2.000 Distance for Moment Calculatior 'n' X Lambda n' n' * Lambda L = max(m, n, n") 3.575 in 3.575 in 0.000 in•2 0.000 1.010 in 0.000 in 3.575 in Title : Dsgnr: Project Desc.: Project Notes : Job # Printed: 30 DEC 2016, al c.i M RCALC, INC.-1983-2011, Build:6.11.6.23, Ver:6.1.1.6:23- Bearing Stresses Fp : Allowable fa : Max. Bearing Pressure Stress Ratio Plate Bending StressE Mmax=Fu`L•2/2 fb : Actual Fb : Allowable Stress Ratio • • • • • • Shear Stress • • • • • • fv : Actual Axial Load Only, No Moment Fv : Allowable Stress Ratio Bearing Stresses Fp : Allowable fa : Max. Bearing Pressure Stress Ratio Plate Bending StressE Mmax = Fu* L•2 / 2 fb : Actual Fb : Allowable Stress Ratio Shear Stress fv : Actual Fv : Allowable Stress Ratio • • • • • •• . •••• • • •••••• • • •• •. 2.040 ksi 0.038 ksi 0.019 0.24g 4oir+ • 3.934446.' 21.55J.ksi • 0.1• • •••••• •' • 0.000 ksf • • •••••• O.OQq lj$� i • • • 0.0E0 ••••• •••• • . • ••••• •••• •••••• •••••• • • • •• • • • A�jial 000000 Load Only,'Nb'Momgnt • • • • 2:040 ksis • 0.038 ksi 0.019 0.246 k-in 3.934 ksi 21.557 ksi 0.182 0.000 ksi 0.000 ksi 0.000 Axial Load Only, No Moment Bearing Stresses Fp : Allowable fa : Max. Bearing Pressure Stress Ratio Plate Bending StressE Mmax = Fu * L•2 / 2 fb : Actual Fb : Allowable Stress Ratio Shear Stress fv : Actual Fv : Allowable Stress Ratio 2.040 ksi 0.038 ksi 0.019 0.246 k-in 3.934 ksi 21.557 ksi 0.182 0.000 ksi 0.000 ksi 0.000 Title,Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Base Plate Description : --None-- Load Comb. : +D+0.750L+0.750S+0.750W+H Loadinq Pa : Axial Load .... 3.848 k Design Plate Height 10.000 in Design Plate Width 10.000 in Wilt be different from entry if partial bearing used. A"l : Plate Area 100.000 inA2 A2: Support Area 400.000 inA2 sqrt( A2/A1) 2.000 Distance for Moment Calculatior " m " 3.575 in " n " 3.575 in X 0.000 inA2 Lambda 0.000 n' 1.010 in n' * Lambda 0.000 in L = max(m, n, n") 3.575 in Load Comb. : +D+0.750L+0.750S-0.750W+H Loadinq Pa : Axial Load .... 3.848 k Design Plate Height 10.000 in Design Plate Width 10.000 in Will be different from entry if partial bearing used. Al : Plate Area 100.000 inA2 A2: Support Area 400.000 inA2 sqrt( A2/A1 ) 2.000 Distance for Moment Calculatior " rn " 3.575 in " n " 3.575 in X 0.000 inA2 Lambda 0.000 n' 1.010 in n' * Lambda 0.000 in L = max(m, n, n") 3.575 in Load Comb. : +D+0.750Lr+0.750L+0.5250E+H Loading Pa : Axial Load .... Design Plate Height Design Plate Width 10.000 in Will be different from entry if partial bearing used. Al : Plate Area 100.000 inA2 A2: Support Area 400.000 inA2 sqrt( A2/A1 ) 2.000 Distance for Moment Calculatior X Lambda n' n' * Lambda L = max(m, n, n") 3.848 k 10.000 in 3.575 in 3.575 in 0.000 inA2 0.000 1.010 in 0.000 in 3.575 in Title : Dsgnr: Project Desc.: Project Notes : *o. . ENERCALC, INC 1983-2011, Build;E.11.6.23,"Ver.6.11.6.23 Job # Panted:30DEC 2016, Ic.M • Lice nse&'• Axial Load Only, No Moment Bearing Stresses Fp : Allowable fa : Max. Bearing Pressure Stress Ratio Plate Bendina StressE Mmax = Fu* LA2 / 2 fb : Actual Fb : Allowable Stress Ratio Shear Stress fv : Actual Fv : Allowable Stress Ratio • • • . • •• . 000000 2.040 ksi 0.038 ksi 0.019 0.24$1c- •. 3.9341kEi• • 21.55•ksi • 0.11C1 ° •• • •• 000000 •••• • • •••••. • • •• •• •••••• • • • 0.0Q0 ksi 0.0fit(b • lei • • 0.000 • •••. • ••••.• • 0000000 • . •••••e • . • • ••••• •••••• • • 000000 Axial1.bpd Only, NO Moment • •• • ••• •••••• Bearing Stresses • • . • Fp : Allowable 2.040 ksi • fa : Max. Bearing Pressure 0.038 ksi Stress Ratio 0.019 Plate Bending StressE Mmax = Fu* LA2 / 2 fb : Actual Fb : Allowable Stress Ratio Shear Stress fv : Actual Fv : Allowable Stress Ratio 0.246 k-in 3.934 ksi 21.557 ksi 0.182 0.000 ksi 0.000 ksi 0.000 Axial Load Only, No Moment Bearing Stresses Fp : Allowable fa : Max. Bearing Pressure Stress Ratio Plate Bending StressE Mmax = Fu* LA2 / 2 fb : Actual Fb : Allowable Stress Ratio Shear Stress fv : Actual Fv : Allowable Stress Ratio 2.040 ksi 0.038 ksi 0.019 0.246 k-in 3.934 ksi 21.557 ksi 0.182 0.000 ksi 0.000 ksi 0.000 Title Block Line 1 • You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steep Base Plate Lic #,•ra• Description : --None-- Load Comb. : +D+0.750Lr+0.750L-0.5250E+H Loading Pa : Axial Load .... Design Plate Height Design Plate Width Will be different from entry if partial bearing used. Al : Plate Area 100.000 ire2 A2: Support Area 400.000 inA2 sqrt( A2/A1 ) 2.000 Distance for Moment Calculatior X Lambda n' n' * Lambda L = max(m, n, n") 3.848 k 10.000 in 10.000 in 3.575 in 3.575 in 0.000 in^2 0.000 1.010 in 0.000 in 3.575 in Load Comb. : +D+0.750L+0.750S+0.5250E+H Loading Pa : Axial Load .... 3.848 k Design Plate Height 10.000 in Design Plate Width 10.000 in Will be different from entry if partial bearing used. Al : Plate Area ... A2: Support Area sgrt(A2/A1 ) Distance for Moment Calculatior 'm' X Lambda n' n' * Lambda L = max(m, n, n") 100.000 in•2 400.000 inA2 2.000 3.575 in 3.575 in 0.000 inA2 0.000 1.010 in 0.000 in 3.575 in Load Comb. : +D+0.750L+0.750S-0.5250E+H Loading Pa : Axial Load .... Design Plate Height Design Plate Width be different from entry if partial bearing used. Al : Plate Area 100.000 inA2 A2: Support Area 400.000 in^2 sgrt(A2/A1 ) 2.000 Distance for Moment Calculatior ,rn, "n" X Lambda n' n' * Lambda L = max(m, n, n") 3.848 k 10.000 in 10.000 in 3.575 in 3.575 in 0.000 iM2 0.000 1.010 in 0.000 in 3.575 in Title : Dsgnr: Project Desc.: Project Notes : Job # Printed 30 DEC 2016, 2. I j ENERCALC, INC. 1983-2011, Build:6:11.6.23, Ver:6.11.6.23 Licensee:1 Axial Load Only, No Moment Bearing Stresses Fp : Allowable 2.040 ksi fa : Max. Bearing Pressure 0.038 ksi Stress Ratio 0.019 Plate Bending StressE Mmax=Fu*L^2/2 0.24p1cl • • fb : Actual • • • 3.934•ksi. • Fb : Allowable ' • • 21.5S7•ksi • •••••• 0.1$`' • • • •• •••••• • •••• • •••• •••••• • • •• •• Bearing Stresses Fp : Allowable fa : Max. Bearing Pressure Stress Ratio Plate Bending StressE Mmax = Fu * L^2 / 2 fb : Actual Fb : Allowable Stress Ratio Shear Stress fv : Actual Fv : Allowable Stress Ratio 0.000 ksi 0.0k isi: • 0.0U0 • Stress Ratio Shear Stress fv : Actual Fv : Allowable Stress Ratio •••••• • • • •••••• • • •••••• • • • • ••••• •••••• •••••• •• • • • • • • • • •• • •••••• A>jial�brad Oriljr,•No'Moment • •• • ••• • •••••• • •• • • 2.040 kst • 0.038 ksi 0.019 0.246 k-in 3.934 ksi 21.557 ksi 0.182 0.000 ksi 0.000 ksi 0.000 Axial Load Only, No Moment Bearing Stresses Fp : Allowable fa : Max. Bearing Pressure Stress Ratio Plate Bending StressE Mmax=Fu*L^2/2 fb : Actual Fb : Allowable Stress Ratio Shear Stress fv : Actual Fv : Allowable Stress Ratio 2.040 ksi 0.038 ksi 0.019 0.246 k-in 3.934 ksi 21.557 ksi 0.182 0.000 ksi 0.000 ksi 0.000 10 Mission: To protect, promote & irrprore the health of all people in Florida through integrated state, county & oon nun ity efforts. Vision: To be the Healthiest State in the Nation Rick Scott Goremor Colost Philip, MD, MPH State Surgeon General and Secretary December 13, 2016 Statewide Septic po box 54-0856 Opa Locka, FL 33054 ••.• • • • .... • • . .. • •• • • •. • • RE: Modification to a Single Family Residence - No Bedroom Addition • • • • • Application Document Number: API264543 • • • • •' • Centrax Permit Number: 13-SM-1722238 • • • • 89 NE 109 Street •• •• •••• Miami, FL 33161 • . . • •Lot: 24-25 Block: 2 Subdivision: College Heights ' Dear Applicant, • • . • .. • This will acknowledge receipt of a floor plan and site plan on 11/22/2016 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. Proposed kitchen relocation, new bathroom and new main entrance and walkway. No objection letter was issued by C. Icaza on 12/13/16. • ••. • •• This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes that the proposed remodeling addition or modification is not adding a bedroom and that it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at (305) 623-3500. Ca En Depent of Health in Dade County rya D.prlseat et MGM in Dade County • • , Florida PHONE: (305) 623-3500 va•sw.n.dw.r..nro.. TWITTER:HealthyFLA FACEBOOK: F LDepartmentofHealth YOUTUBE: fldoh STATE OF FLORIDA PERMIT NO. DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: _[ ] New System [7(] Existing System [ ] Holding Tank [ ] Innovative [ ] [ ] Repair [ ] Abandonment Temporary [ ] APPLICANT: Pc-Fei) fitrn e...n d Y (k 4. j Q (U /'! AGENT: Gtel -e_W I c l e, i C. Clovi ne '0, TELEPHONE : MAILING ADDRESS: O S G qYLocJKc 5 o S ' • • • .______ __=== • • • TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEWIST B2 CORSTRUCTIRD•• • BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA S!fWANE5. IT'IS TH4 • APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE L'0L''AS CAEA22D OR• • PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER•PROVIAIONS. PROPERTY INFORMATION •• •• •••• • r • • • . /�, . LOT 2+'F 2 S BLOCK: 2 SUBDIVISION: CO('e +5 • • •• PLAT�'14i! i • �� �►7• • i • • • • • • t •• • ••• • • • PROPERTY ID #: (1 - 21 ?6 0OI-- (j 5 E0 ZONING: R- I/M OR EQUIVALENT: •'[• Y / N ] iSto X (23 PROPERTY SIZE: 021 ACRES WATER SUPPLY: [ ] PRIVATE /_w✓ ['1]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / N ] q DISTANCE TO SEWER: 0 FT PROPERTY ADDRESS: 8 , NtC 1C)C 51 tilt Ckrni3� 6 DIRECTIONS TO PROPERTY: E t etuz N 10 9 ST BUILDING INFORMATION Unit Type of No Establishment 2 3 4 [X ] RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC SK- 3 0-e.tydef;+1G [ ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: Ctej-t-6 � DATE: 'I lQ)16 DH 4015, 08/09 \(plbsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 ti STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR CONSTRUCTION PERMIT Permit Application Number PART II - SITEPLAN cate: tack DIOCK represents 1 u met ana 1 Incn = 40 teet. 14 -- • 94/00 041,004 /1 ::.:: • 2 SqL. • I [till • • - ti Pi ' ,i, ,.. ... • 00 . _ve 4110 _ r. ,... .-,( iC; $.1-.)_ Notes: Site Plan submitted by: Plan Approved 8t( "JE (O9 S1-) M. (Ar i D1401c 33'161 1)(\ 6 v'l: S P,p-b C) c� L{; c v") r-ka i'►°,- r1 � �'`�' S rne_. - a kof ck t-o 0 r s c d did &o-_ CsMo�i��zbz� Not Approved /1b 116 :Tat Date By County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 2 of 4 (Stock Number: 5744-002-4015-6) APPLICANT: LOT: 2� STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS BLOCK: 2 SUBDIVISION: PROPERTY ID #: It- 2136 00 4- ^ 0 5 S 0 PERMIT #. AGENT: C [Section/Township/Parcel No. or Tax ID Number] PA .NI E 1col g-r 3316 i TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. ['X] YES [ ] NO NET USABLE AREA lkil ABLE : • `721 vnmvS O GALLONS PER DAY [VISIDENCZUTOreE 149311 $-TABLE2']. GALLONS PER DAY [1500 GPD/4g44.2R Dy,P,CRE'J00• SQFT UNOBSTRUCTED AREA REQVITED: PROPERTY SIZE CONFORMS TO SITE PLAN: TOTAL ESTIMATED SEWAGE FLOW: AUTHORIZED SEWAGE FLOW: UNOBSTRUCTED AREA AVAILABLE: BENCHMARK/REFERENCE POINT LOCATION: • . .8427 • • . ELEVATION OF PROPOSED SYSTEM SITE IS i [INCHES/FT] [ABOVE/BELOW] a 1C1 lARK/jERENCEMUT • THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM Tt) Ikc FOL;OWIt▪ IG FEATU11iiS SURFACE WATER:OA FT DITCHES/SWALES: FT NORMALLY WET? ;['•j•7ES �] gO WELLS: PUBLIC: tt- FT LIMITED USE: 1 FT PRIVATE: M' iv. • �f0N-PAT.ABTE : • •H•T BUILDING FOUNDATIONS: 5' FT PROPERTY LINES: a FT POTABLE WATER LI : FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [X] NO 10 YEAR FLOODING? [ ] YES [x] NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION.' FT MSL/NGVD i-� I. 4- 0 1 co,ry` ,2"- !r 10 SOIL PROFILE INFORMATION SITE 2 SOIL PROFILE INFORMATION SITE 1 MUNSELL #/COLOR r'i TE frrrfr USDA SOIL SERIES: EPTH ., ITTO :. ILj-TOO TO TO i TO TO TO TO OBSERVED WATER TABLE: INCHES [ABOVE / ESTIMATED WET SEASON WATER TABLE ELEVATION: MUNSELL #/COLOR X DEPTH 101(4.�1� 0(-TO / / ', TO tor- Hz. ce, j �C'c� (l i & t TO t-p `.1 A +car+ roil L, USDA SOIL SERIES: TO TO TO ar k -Gv► l ekiN d TO HIGH WATER TABLE VEGETATION: [ ] YES [ NO ] EXISTING GRADE. TYPE:[PERCHED / NT] INCHES [ABOVE /gtoJW] EXIST G GRADE MOTTLING: [ ] YES j) NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZI49. •(E7 DEPTH OF EXCAVATION: iS INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [i�]BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA: tt No � k o rO Pro Via-9-0 cf. ram. 1) ekra LAN-i1. a, SITE EVALUATED BY: DH 4015, 0B/09 (Obsoletes previous e itione which may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM EXISTING SYSTEM AND SYSTEM REPAIR EVALUATION APPLICANT: CONTRACTOR / AGENT: S J G PERMIT # LOT: 2442 S BLOCK: Z SUBD±V: W 1 �-►"C4J ID#: ! 1 YZJ3 to.— db Y% P9 �'o ?J � 0 550 TO BE COMPLETED BY FLORIDA REGISTERED ENGINEER, DEPARTMENT EMPLOYEE, SEPTIC TANK CONTRACTOR OR OTHER CERTIFIED PERSON. SIGN AND SEAL ALL SUBMITTED DOCUMENTS. COMPLETE ALL APPLICABLE ITEMS. COMPLETE TANK CERTIFICATION BELOW OR NOTE IN REMARKS WHY THE TANKS CANNOT BE CERTIFIED. e••• EXISTING TANK INFORMATION [ P50 ] GALLONS ` PTIC r GPD ATU LEGEND: -[ - ] GALLONS SEPTIC TANK/GPD AMU LEGEND: [ ] GALLONS GREASE INTERCEPTOR LEGEND: [ ] GALLONS DOSING TANK LEGEND: • • • • •• • • • • • • BAFFLED : EYC' 96] ,,BAFFLED: f .4.A3] • I -CERTIFY THAT THE LISTED TANKS WERE PUMPED ON O q / f 0 MG G BY ("! 4‘;'-N� • VAVE THE VOLUMES SPECIFIED AS DETERMINED BY [ PitfflipsONS / FILLING / LEGEND '] , A1tE FREE OF OBSIm,E DE S OR LEAKU AND HAVE A [ SOLIDS DEYIECTION DEVICE / OUTLET FILTEEC DrY CE D. c ,..c?� ._ C PJC • 0:i SI OF LICENSED CONTRACTOR BUSINESS NAME DAT; • • • •• • MATERIAL: �•M MATERIAL: •••• MATERIAL: •••••w MATERIAL: • EXISTING DRAINFIELD INFORMATION • == 00 ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: ( 0 X 0 [ ] SQUARE FEET SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: X TYPE- OF SYSTEM: [( STANDARD [ ] FILLED [ ] MOUND [ ] CONFIGURATION: [ ] TRENCH DC] BED [ ] DESIGN: [] HEADER [ ] D-BOX [)(] GRAVITY SYSTEM ] DOSED SYSTEM ELEVATION OF BOTTOM OF DRAINFIELD IN RELATION TO EXISTING GRADE i'Cj INCHES [ ABOVE / SYSTEM FAILURE AND REPAIR INFORMATION [ (_l ] SYSTEM INSTALLATION DATE TYPE OF [© ] GPD ESTIMATED SEWAGE FLOW BASED ON [ SITE [ ] DRAINAGE STRUCTURES CONDITIONS: [ ] SLOPING PROPERTY NATURE OF FAILURE: FAILURE SYMPTOM: [ ] HYDRAULIC OVE ] DRAINAGE / RUN 0 ] SEWAGE ON GROUND ] PLUMBING BACKUP REMARKS/ADDITIONAL CRITERIA [K] [ ] ] POOL WASTE [ X ] DOMESTIC [ ] COMMERCIAL METERED WATER N..] TABLE 1, 64E-6, FAC PATIO / DECK [ K] PARKING SOILS ROOTS TANK Tar`_. O' P 1 s]ro'is q �L SUBMITTED BY: DH 4015, 08/09 Incorporated 64E TITLE/LICENSE `moo ` (Z4 DATE :e C oletes previous editions which may not be used) 001, FAC 16 Page 4 of 4 Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. CODE. I (We) have been retained by /4/77e s7b—f" to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami D de Sounty Administrative Code at the g9 / /' 9 97 project on the below listed structure as of / (date). I am a registered •• • • • architect/professional engineer licensed in the State of Florida. • • • • • • • • • • • •• • Process Number: / - 9e. ''lSpe ial Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014).... • • • • iami Dade County Administrative Code, Article II Section 8-22 Special Inspector for jTrusses > 35 ft. long or 6 ft. high v Steel Framing and Connections welded or bolted oil Compaction _ Precast Attachments _ Roofing Applications, Lt. Weight. Insul.Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection * 1. /-0/2,C1//) 41' /47/W71.reL. 2. 3. 4. • • •• •• • •• • • • • • • • • •• • • • • • • • • • • • • •�•••• • • • • • • • • • • . • • • • • • • • • ••. . • • •• •. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include Iicensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory ins ��(i. p1sirequired by the Florida Building Code, must be performed by the Miami Shores Building ROA sn t yli $;i9ns performed by the Special Inspector hired by the owner are in addition to the man¢ritpr} in pecttcarfs peffoomed by the department. Further, upon completion of work under each Builditlg,Jermit, I will s mitto..:tht�Building Inspector at the time of the final inspection the completed inspection log for4-and ab' seared' taftment indicating that, to the best of my knowledge, belief and profs onal judgment those orti`nns t f the project outlined above meet the intent of the Florida Building Coca d`aretti>sub%di fi l a`Ooh f 4 with the approval plans. r% '—� v) a , , Engineer/Architect /r � 4 ;9 t % Name / ��, flit% ,9 til j7.t.)-, Signea'Art .•!' Print Date: ��,°°� Address loS„live. / • . �/ 3 ow /i/r -r// F/ .33/1/.3 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program OMB No. 1660-0008 Expiration Date: November 30, 2018 ELEVATION -CERTIFICATE - Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's.Name HEMENDRA PATEL & JAGRUTI PATEL Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 89 NE 109th ST. Company NAIC Number ..•• City State ZIP Code • • MIAMI SHORES Florida • '6• •• • 1• .' 1; •• - • • . A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) • •• LOTS 24 & 25 BLOCK 2 OF " COLLEGE HEIGHTS " PB. 42 PG. 8 ID # 11-2136-004-0530••• • • ' - • • a • • • • A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL • • • • • • • .••• A5. Latitude/Longitude: Lat. N 25 52' 52.1" Long. W 80 11' 76.8" Horizontal Datunl:.U.MAD 19;4. x NAD.Ia$3•. A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insur$r:ed': . • • • A7. Building Diagram Number 8 . • • • • • • • A8. For a building with a crawlspace or enclosure(s): " • •• a) Square footage of crawlspace or enclosure(s) 1,818.45 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 3 c) Total net area of flood openings in A8.b 832 sq in • d) Engineered flood openings? ❑ Yes A9. For a building with an attached garage: _ a) Square footage of attached garage x No 0 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B.1. NFIP Community.Name & Community Number .VILLAGE OF MIAMI -SHORES / 120652 B2. County Name MIAMI - DADE , ' 1 B3.. State Florida d B4: Map/Panel , \` Number ', 12086C / 139 -B5. Suffix L B6. FIRM Index Date 09/11/2009 B7. FIRM Panel Effective/ Revised Date 09/11/2009 B8. Flood Zone(s) ` X B9: Base Flood Elevation(s) .:;!.(Zone AO, use Base ' :' Flood Depth) N/A- — B10. Indicate the source ❑ FIS Profile x of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: FIRM ❑ Community Determined ❑ Other/Source: _ B11.._Indicate elevation datum used for BFE in Item B9: x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes x No ~ Designation Date: - ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/.15)y" _ -Replaces al!.previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 • • • • • • • • • •• • IMPORTANT: In these spaces, copy the corresponding information from Section A. •.•. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, -Suite, and/or Bldg. No.) or P.O. Route and Box No. 89 NE 109th ST. Policy Number: City State ZIP Code MIAMI SHORES Florida 33161 Company NAIC Number SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones A1—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, Comple eitems C2.a—h below according to the building diagram specified in Item A7. In Puerto •••• BenciinaarkUtilized:.N-5W Vertical Datum: N.G.V.D. 1929 x Finished Construction AR/A1—A30, AR/AH, AR/A0. Rico only, enter meters. • • • Indic% @I��lation datufllused for the •••• • • NGVD 19!a p NAVD ••••••• . •. •: Daturrl used for builiir8•elevations • • •.•• • • • • a) T4a•of bottom QQgr.(aluding basement, •••• b) Top' 8f'tfie next 11i1�h2Pfloor • c) Bottom pf the 18w2st Ijorizontal •..: d) Attached garage.(top of slab) e) westelevation of machinery (Describe type of equipment and f) Lowest adjacent (finished) grade g) Highest adjacent (finished) grade h) Lowest adjacent grade at lowest structural support elevations in items a) through h) below. 1988 ❑ Other/Source: must be the same as that used for the BFE. crawlspace, or enclosure floor) 12 38 Check the measurement used. x feet ❑ meters 13 38 x feet ❑ meters - structural member (V Zones only) N/A x feet ❑ meters N/A x feet ❑ meters - or equipment servicing the building 11 55 x feet ❑ meters location in Comments) next to building (LAG) 11. 9 x feet ❑ meters next to building (HAG) 11. 92 x feet ❑ meters elevation of deck or stairs, including N/A. x feet ❑ meters SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed I certify that the information on this Certificate statement may be punishable by fine or Were latitude and longitude in Section by a land surveyor, engineer, or architect authorized by represents my best efforts to interpret the data available. imprisonment under 18 U.S. Code, Section 1001. law to certify elevation information. 1 understand that any false - ❑ Che®ck here if attachments. A provided by a licensed land surveyor? x Yes ❑ No Certifier's Name License Number MIGUEL ESPINOSA 5101 \ • - °� , - . . a . x ea' ,N Title P.S.M. Company Name MIGUEL'ESPINOSA LAND SURVEYING, INC. Address .. 7700 N. KEN(DALE DR. #306 I % \ re ' ., \ City State ZIP Code MIA1 - Florida 33156 Sign* to f ! / Date Telephone 11/25/2016 (305) 262-2992 \ Co all pa es of th evation Certifica e nd all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comment. (including type of equipme HIGHEST CROW !t OF ROAD = 11.59 A5. LATITUDE / •NGITUDE: OBTAIN C2.e) =LOWEST ELEVATION OF MA RIGHT SIDE OF THE HOUSE & 11.59 ATTACHMENTS: BUILDING PICTURES. nd location, per C2(e), if applicable) F . D ON SITE DETERMINATION USING GPS EQUIPMENT. - HINERY OR EQUIPMENT SERVICING THE HOUSE: AIR CONDITIONER = 11.55 FT. AT FT. AT_REAR OF THE HOUSE. - - FEMA Form 086-0-33 (7/15) Replaces all previous editions._ FdrmPage 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 89 NE 109th ST. Policy Number: City State ZIP Code MIAMI SHORES Florida 33161 Company NAIC Number SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the highest adjacent grade (HAG) and the lowest adjacent grade (LAG).• a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters LOMA or LOMR-F request, used. In Puerto Rico only, the elevation is elsore or below • • • • •.' • • Above oZ nlielow the4-1A40! b) Top of bottom floor (including basement,• crawlspace, or enclosure) is ❑ feet ❑ meters •.4p . • j above oR, Do L elow the LAG. • . ••••.• 9 (see pages 1 2 Q>:IQ§tructiopsj.. • • . 'lit Above or iniDelow the HA•(�. • : Eraliove or: pillow the•PIAG' • ,0:•:._ in above orenqiwthe HAG. with the community's this information in Section G. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or the next higher floor (elevation C2.b in• the diagrams) of the building is ❑ feet ❑ meters E3. Attached garage (top of slab) is ❑ feet ❑ meters Fd Tnn of nlatfnrm of m.,-6 an.J/,!: e... 4. ...e..♦ _ ...,..m..�.a.:muaw.....mvam-..mooa.ex•ua...w.sra.aa.aaw..eftanwam�r.�•... r... _...^� .,: ..-. servicing the building is feet ❑ meters E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments • • ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 • IMPORTANT: In these spaces, copy the corresponding information from Section A. •;EV!•Permit FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 89 NE 109th ST. Policy Number: City State ZIP Code MIAMI SHORES Florida 33161 Company NAIC Number SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, ep titt` or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation ' :•• • • datam•the Con;rngntsarea below.) • . .. . .. .:(9.2..❑ itccarfinJnity orica,ppmpleted Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) . or Zpne AO. • I• •❑ T.he•folawing information (Items G4—G10) is provided for community floodplain management purposes. •1 . .... Nemtrer •.•.. • • • • . . G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued • . ... • .. G7. This permit has been issued for: ❑ G8. Elevation of as -built lowest floor (including of the building: G9. BFE or (in Zone AO) depth of flooding at the G10. Community's design flood elevation: New Construction ❑ Substantial Improvement basement) ❑ feet ❑ feet ❑ feet ❑ meters Datum building site: ❑ meters Datum ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) • • ❑ Check here if attachments. • • orm 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6. OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY UJE Building Street Address (including Apt.: Unit, Suite, and/or Bldg. Np.) or P.O. Route and Box No. Policy Number: 89 NE 109th ST. City State • . ZIP Code Company NAIC Number MIAMI SHORES Florida 33161 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6: Identify ail photographs with date. taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable,,,photographs must show the: foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs.than wiltfit on this page. use the Continuatio "P'2 ,, •••. It R :gyp .. •••• • trF // • • • • • j t y4 • • tt^ Photo One Photo One Caption FRONT VIEW 11/25/2016 A '. t a � n hip It'. YZ Photo Two Photo Two Caption REAR SIDE VIEW: 11/25/2016 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Paoe 5 of 6 • • • • • • • • • • • • • • • • • • • • • • • • ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS Continuation Page OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 89 NE 109th ST. Policy Number: City State ZIP Code MIAMI SHORES Florida 33161 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photogrppl-i, must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. • • • •••• • {. • • .. y �� - _ • • • •• ,� •• • • '� �': r'�/.Sj ,` �''- • •• • •.• `4 t3 I�r • • • • •••• - •T • , * • • • • Y • • • .k�:.� • •:N - • • • • • 4. 1 A 7C µ9P1',4 -_ • . Photo one Photo One Caption RIGHT SIDE VIEW: 11/25/2016 _t ' F `` }^ el - y ,� _fit e. '.. Photo Two Caption LEFT SIDE VIEW: 11/25/2016 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Paget of 6 r TOPOGRAPHIC SURVEY ABBREVIATIONS AND LEGEND: 4/C =DENOTES AIR CONDITIONING UNIT CONC. (M) (R) (C) R/W U.E. P.B. PG. OH - =DENOTES CONCRETE =DEVOTES MEASURE =DEVOTES RECORD =DENOTES CALCULATED =DENOTES RIGHT - OF- W. I Y =DEVOTES CENTERLINE =DENOTES UTILITY EASEMENT =DENOTES PLAT BOOK =DENOTES PAGE =DENOTES WA TER METER =DEVOTES WOOD POWER POLE =DENOTES WOOD FENCE =DENOTES CHAIN LINK FENCE =DENOTES METAL FENCE =DENOTES OVERHEAD W7RES =DENOTES FOUND IRON PIPE (NO ID.) =DEVOTES FOUND NAIL AND DISC LOCATION SKETCH CERTIFIED TO: - HEMENDRA PATEL AND J.4 GR UTI PATEL ADDRESS: 89 NE 109th ST. MIAMI SHORES, FL. 33161 FLOOD ZONE INFORMATION COMMUNITY NUMBER PANEL NUMBER SUFFIX DATE OF FIRM INDEX FIRM ZONE BASE FLOOD ELEVATION 120652 0139 L 9-11-2009 X N/A LEGAL DESCRIPTION: FOLIO No. 11-2136-004-10550 LOT 24 & 25 BLOCK 2 OF " COLLEGE HEIGHTS " ACCORDING TO THE PLAT THERE OF AS RECORDED IN PLAT BOOK 42 AT PAGE 8 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. NOT TO SC4LE DATE OF FIELD WORK: 11 /20/2016 DATE OF COMPLETION: 11 /25/2016 BM USED: N-566 EL. =10.78' SURVEY: S- /2.14 GENERAL NOTES: - LEGAL DESCRIPTION PROVIDED BY OTHERS. • • "' • -Ex4MLVATION OF THE ABSTRACT OF TITTLE WILL HAVE TO BE M4DE TO bETOMINE RECORDED INSTRUMENTS, IF ANY, AFFECT THIS PROPERTY. " • :• • ' - THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR'(iMeir RECORDED)' ENCUMBERANCES NOT SHOWN ON THE PLAT. • -UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER LMPRQZE1P5 VTS W� g • NOT LOCATED. • • • - ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. -WALL TIES ARE TO THE FACE OF THE WALL -FENCE OWNERSHIP NOT DETERMINED. • -BEARINGS REFERENCED TO LINE NOTED AS B.R. •• • •• • • - BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION OF THE SL:R i L!:" WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AllYO/OR NOT FB • • SCALE. '•• -NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. -NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYOR'S EMBOSSED SEAL. - DIMENSIONS SHOW ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. -ELEVATIONS IF SHOWN ARE BASED UPON N.G. V.D. 1929 UNLESS OTHERWISE NOTED. -THIS IS A TOPOGRAPHIC SURVEY UNLESS OTHERWISE NOTED. - THIS TOPOGRAPHIC SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATIONS DO NOT EXCEED TO ANY UNNAMED PARTIES. • • •• .• •..• • • • • • SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY THAT THIS TOPOGRAPHIC SURVEY IS A TRUE AND CORRECT REPRESENTATION OFA SURVEY PREPARED UNDER MY DIRECTION. THIS COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS, AS SET FORTH BY THE STATE OF FLORIDA BOARD OF PROFESSIONAL SURVEYOR AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 427.027 FLORIDA STATUES. SIGNE ' �a MIGU:L SPI NOT .ALID W7, EL a RONIC THE ORIGINAL • FOR THE FIRM i A , I .M. No 1 STATE OF FLORIDA HOUT J N AUTHENTIC CTRONIC SIGNATURE AND AUTHENTICATED EAL A JD/OR THIS MA ' . NOT VALID WITHOUT THE SIGNATURE AND RATS : D SEAL OF A L NSED SURVEYOR AND MAPPER. ••.• • • • •• MIGUEL ESPINOSA LAND SURVEYING, INC. 7700 N. KENDALL DRIVE - SUITE 306 MIAMI, FLORIDA 33156 PHONE: (305) 262-2992 www.espinosalandsurveying.com L.B. 6463 • 15.'BO✓ 7 - • 15.OQ.' 1:00' 5' CBS Wall Grass 15.00' 26.95' •Eons. 4.. 15', Lot 23 Block 2 122.71' ONE STY RES. # 89 F.F°El 12.38' F.F.E.1 13.38' 122.52' Lot 26 Block 2 4.25' — FZ"LP. W/NO ID 3'LF. Lot 25 Block 2 :=4 � o'' Conc. Walk ° t ei '. A. Tile Porch 39.20' 3'1.R (40.402 F. PCP' Q16.50' F z"LP. W/NO ID B.C. Basis of Bearing NORTH Scale: I" = 30' • • • • •••• ••••. • • • . •• • •• • • • • • • • •• • • • •••• • • • • •••• • • • • • • • • • • •••• • • • • • • • • • • • • • • • • • • •• • • • • • a • • • • • • • • • • • • • •