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1201 NE 98 St (5)A - A / OAST. CONC. STEPS I PANII:. s -spg 18 PANELL a PPm+ 42 PSF N= -46 PSF . , f . !>, �f // : / J / / �' / / �/ / ; , / ; / i J / / l / ` / i i/ / / / ' / i � J / //' ,r 1 EXIST. WINDOWS & CIAO WALL BEMEEN WINDOWS TO BE REMOVED TO ACCOMODATE PROP. DOCK W/ SIDE UTES CONTRACTOR TO CONSTRUCT SIDE COLUMNS PRIOR 70 REMOVAL OF CENTER CAW WALL LEGEND E : 0134085 862 Cale MUM IMF. W/ 6-65 %RT. 8 r3 WS AT r O.0 C2 DFN015 6:0$ cow. COHA N I*JP* W/ 8-0 iA321. BARS, 3 Ifs AT r QC. C3: 08101ES slob CMG MAIN RENF. r/ 2-15 WRT MRS. YFEfE& 0[NO1LS 82112 001G TNIC 3A9 EDGE RFIf. r/ 1 -65 CCNT. OAR EXIST. CONC. STEP TO BE REMOVED / � / r UU WWONS: PP=+47 PSF NPs -51 PSF (BASED ON A T.A. =10 SO. Fi) PP: DENOTES POSIIVE VP. PRESSURE jNP DENOTES NEGATIVE MID PRESSURE pt. 4 ° STRUCTURAL DESIGN COMPUTATIONS FOR HEGEDUS - GARCIA RESIDENCE RENOVATION PLANS 1201 NE 98 STREET MIAMI SHORES, FLORIDA 33138 MAY 20 2005 ORDER No. A- 100128 PAGES: 8 + COVER Civil and Structural Consulting Engineers EB No. 07770 Tom Marinos, P.E. Reg. No. 51562 9050 Pines Blvd, Suite 190, Pembroke Pines, Florida 33024 Tel: 954.437.3111 TOM M!\RINOS CIVIL, STRUCTURAL REG NO 51562 Fax: 954.437.3137 PROJECT: Mal t)S I M F ---� Civil and Structural Consulting Engineers Quality Innovative Engineering Design EB No. 07770 ORDER: /4'00/ ENG: rin CHK: DATE: L5-- /i -05 9050 Pines Blvd, Suite 190 Pembroke Pines, Florida 33024 Tel: 954.437.3111 Fax: 954.437.3137 Gust Factor Category 1: 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 Zmin 15.00 ft Izm Cc * (33/z) ^0.167 0.2281 Lzm I *(zm /33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) ^0.5 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.9158 0.8807 Gust2 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.30 Flexible Structure No INES HEGADUS - GARCIA RENOVATION WIND98 v3 -04 Wind Load Design per ASCE 7 -98 Description: RENOVATION PLAN -1201 NE 98TH STREET Analysis by: TM User Input Data Structure Type Basic Wind Speed (V) Structural Category Exposure Struc Nat Frequency (n1) Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) Damping Ratio (beta) Building 146 I I C 1 14 Hipped 0.85 10.00 18.00 15.00 72.00 50.00 0.01 mph Hz Deg ft ft ft ft ft Red values should he changed only through "Main Mcnu' Calculated Parameters Importance Factor 1 1 Hurricane Prone Region (V>100 mph) Alpha = zg = Table C6-4 Values 9.500 900.000 At = 0.105 Bt = Am = Bm = Cc = I= Epsilon = Zmin = 1.000 0.154 0.650 0.200 500.00 0.200 15.00 ft ft GHM GROUP, INC. 9050 PINES BLVD, SUITE 190 PEMBROKE PINES, FL 33024 954 -437 -3111 ghmgroupoffice@ghmgroup.net 5/23/2005 A- 100128 Page No. 1 of 6 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 Elev ft Kz Kzt qz Ib /ft"2 Pressure (Ib /ft "2) Windward Wall* +GCpi -GCpi 18 0.88 1.00 40.92 20.73 34.91 15 0.85 1.00 39.37 19.69 33.86 INES HEGADUS - GARCIA RENOVATION GHM GROUP, INC. 9050 PINES BLVD, SUITE 190 PEMBROKE PINES, FL 33024 954 -437 -3111 WIND98 v3 -04 Wind Load Design per ASCE 7 -98 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Table 6 -7 Internal Pressure Coefficients for Buildings, Gcpi 5/23/2005 A- 100128 ghmgroupoffice @ghmgroup.net Page No. 2 of 6 Calculations for Wind Normal to 72 ft Face Additional Runs may be req'd for other wind directions Cp Pressure (psf) +GCpi - GCpi Leeward Walls (Wind Dir Normal to 72 ft wall) -0.50 -23.82 -9.65 Side Walls -0.70 -30.52 -16.34 Roof - Wind Normal to Ridge (Theta > =10) - for Wind Normal to 72 ft face Qh Windward - Max Negative -0.58 -26.50 -12.32 Leeward Normal to Ridge -0.47 -22.75 -8.58 Overhang Top (Windward) -0.58 -19.41 -19.41 Overhang Top (Leeward) -0.47 -15.66 -15.66 Overhang Bottom (Applicable on Windward only) 0.80 26.77 26.77 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 72 ft face Dist from Windward Edge: 0 ft to 7.5 ft -0.90 -37.21 -23.03 Dist from Windward Edge: 7.5 ft to 15 ft -0.90 -37.21 -23.03 Dist from Windward Edge: 15 ft to 30 ft -0.50 -23.82 -9.65 Dist from Windward Edge: > 30 ft -0.30 -17.13 -2.95 Variable Formula Value Units Kh 2.01 *(Ht/zg) ^(2 /Alpha) 0.85 Kht Topographic factor (Fig 6 -2) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 39.37 psf Khcc Comp & Clad: Table 6 -5 Case 1 0.85 Qhcc .00256*VA2*I*Khcc*Kht*Kd 39.37 psf Roof Pressure Coefficients, Cp Roof Area (sq. ft.) Cp Reduction Factor 1.00 Wall Pressure Coefficients, Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 INES HEGADUS - GARCIA RENOVATION B GHM GROUP, INC. 9050 PINES BLVD, SUITE 190 PEMBROKE PINES, FL 33024 954 -437 -3111 WIND98 v3 -04 Wind Load Design per ASCE 7 -98 Figure 6 -3 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems L I * Horizontal distance from windward edge ghmgroupoffice@ghmgroup.net 5/23/2005 A- 100128 Page No. 3 of 6 Case A Surface GCpf +GCpi • -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 0.00 0.18 -0.18 39.37 -7.09 7.09 6 0.00 0.18 -0.18 39.37 -7.09 7.09 1E 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.63 0.18 -0.18 39.37 -31.74 -17.56 4E -0.56 0.18 -0.18 39.37 -28.98 -14.80 5E 0.00 0.18 -0.18 39.37 -7.09 7.09 6E 0.00 0.18 -0.18 39.37 -7.09 7.09 INES HEGADUS - GARCIA RENOVATION Kh = Kht = Qh = * p = qh * (GCpf - GCpi) 4E GHM GROUP, INC. 9050 PINES BLVD, SUITE 190 PEMBROKE PINES, FL 33024 954 -437 -3111 WIND98 v3 -04 Wind Load Design per ASCE 7 -98 Figure 6-4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Ht/zg) ^(2 /Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) ^2 *ImpFac *Kh *Kht *Kd Wind Direction ghmgroupoffice@ghmgroup.net 0.85 1.00 39.37 5/23/2005 A- 100128 Page No. 4 of 6 Case B Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 -0.45 0.18 -0.18 39.37 -24.81 -10.63 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.37 0.18 -0.18 39.37 -21.66 -7.48 4 -0.45 0.18 -0.18 39.37 -24.81 -10.63 5 0.40 0.18 -0.18 39.37 8.66 22.84 6 -0.29 0.18 -0.18 39.37 -18.51 -4.33 1E -0.48 0.18 -0.18 39.37 -25.99 -11.81 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.53 0.18 -0.18 39.37 -27.96 -13.78 4E -0.48 0.18 -0.18 39.37 -25.99 -11.81 5E 0.61 0.18 -0.18 39.37 16.93 31.11 6E -0.43 0.18 -0.18 39.37 -24.02 -9.84 INES HEGADUS - GARCIA RENOVATION Kh = Kht = Qh = *p= qh * (GCpf -GCp 4E GHM GROUP, INC. 9050 PINES BLVD, SUITE 190 PEMBROKE PINES, FL 33024 954 -437 -3111 WIND98 v3 -04 Wind Load Design per ASCE 7 -98 Figure 6-4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Ht/zg) ^(2 /Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) ^2 *ImpFac *Kh *Kht *Kd Wind Direction a ghmgroupoffice@ghmgroup.net 0.85 1.00 39.37 5/23/2005 A- 100128 Page No. 5 of 6 Component Width (ft) Span (ft) Area (ft^2) Zone GCp Wind Press (Ib /ft"2) Max Min Max Min WINDOW 2 5 10.00 4 1.00 -1.10 46.46 -50.40 2 5 10.00 5 1.00 -1.40 46.46 -62.21 SIDELIGHT 2 5 10.00 4 1.00 -1.10 46.46 -50.40 2 5 10.00 5 1.00 -1.40 46.46 -62.21 DOOR 3 7 21.00 4 0.94 -1.04 44.22 -48.16 3 7 21.00 5 0.94 -1.29 44.22 -57.73 0.00 0.00 0.00 0.00 INES HEGADUS - GARCIA RENOVATION a= 5 GHM GROUP, INC. 9050 PINES BLVD, SUITE 190 PEMBROKE PINES, FL 33024 954 - 437 -3111 WIND98 v3 -04 Wind Load Design per ASCE 7 -98 Figure 6 -5 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft = => 5.00 ft Hipped Roof 10 < Theta <= 30 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. 5/23/2005 A- 100128 ghmgroupoffice @ghmgroup.net Page No. 6 of 6 PROJECT: } At) •alb IdLt - r.; and Structural Consulting Engineers Quality Innovative Engineering Design EB No. 07770 ORDER: A - oil? e) ENG: i) CHK: DATE: t"" /(, -05 9050 Pines Blvd, Suite 190 Pembroke Pines, Florida 33024 Tel: 954.437.3111 Fax: 954.437.3137 J. B. FORD CO. 1774 W. Flagler Street MIAMI 35. FLORIDA Telephones: 9-3508 82-0027 1 N et: • / • I HEREBY CERTIFY that the attached sketch represents a survey made under my direction and is true and correct to the best of my knowledge and belief. There are no encroachments except as shown. REGISTERED LAND SURVEYORS 427 STATE OF FLORIDA r 7- / 7' ••••;_./. r According to the Plat thereof as recorded in Plat Book -/ Public Records of bade County, Florida. For Date 1 ;1 ' /4 L. , at Page ( 1) I a 4.) /4 • ealaNt8107WMIUMERie—