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HomeMy WebLinkAboutPROJECT INFORMATION' SCANNED BY MECAWind Version 2.1.1.4 per ASCE 7-10 St. Lucie County na..n �....o.+ �•• wr. •'^�^...-+<es, inc. Copyright 2014 www.mecaentezprises.com Zuhair M. Jalloul, P.E. Date Project No. Comps Florida Consulting Engineers, Inc. Designed By - :. SAND DOLLAR SHORES CONDOMINIUM "ityE 134 NW I th Street, Suite 1 customer NstNn city ame : 7430 South Ocean Drive, Jenson Beach, Florida state Boca Raton, Florida 33432 ProjLocation :-- File Phone: (5 11) 353-1152 "Lt'N1a irec ono Proce ure All Heights Building (Ch-27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) 170.00 mph Structural Category II, Exposure Category D Natural Frequency N/A Flexible Structure No Importance Factor 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) 0.01 Alpha 11.50 Zg = 700.00 ft At 0.09 Bt 1.67 Am 0.11 Bm 0.80 Cc. 0.15 1 650.00 ft Epsilon 0.13 Zmin 7.00 ft Slope of Roof 0 : 12 Slope of Roof(Theta) _ .00 Deg Ht: Mean Roof Ht 70.00 ft Type of Roof = Monoslope RHt: Ridge Ht 70.00 ft Eht: Eave Height 70.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area 7200.00 ft^ 2 Bldg Length Along Ridge = 160.00 ft Bldg Width Across Ridge= 45.00 ft Gust Factor Category I Rigid structures - Simplified Method Gustl:, For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht - 42.00 ft lzm: Cc*(33/Zm)^0.167 0.14 Lzm: 1*(Zm/33)^Epsilon 669.89 ft Q:(1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.91 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi. GCPi : Internal Pressure Coefficient - +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems fq. 3 S L L Zuhair M. Jalloul, P.E. Florida Consulting Engineers, Inc. 134 NW 16th Street, Suite 1 Boca Raton, Florida 33432 Phone: (561) 3353-1152 B SAND DOLLAR SHORES CONDOMINIUM Lai Kh: 2.01*(Ht/Zg)^(2/Alpha) = 1.35 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 50.81 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 7200.00 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 160 £t wall (Normal to Ridge) Wall Cp Pressure Pressure +Gcpi (ps£) -Gcpi (psf) ----------- --------------- Leeward Wall ------ -0.50 ----------- -30.74 -12.45 Side Walls -0.70 -39.38 -21.09 Wall Elev KZ Kmt qx Press Press Total ft Psf +GCpi -GCpi ------- ,+/-GCpi --------- ---`----------- Windward ------ 70.00 ----- 1.35 ----- 1.00 ------- ------- 50.81 25.41 43.70 56.15 Windward 70.00 1.35 1.00 50.81 25.41 43.70 56.15 Windward 68.00 1.34 1.00 50.56 25.23 43.53 55.98 Windward 66.00 1.33 1.00 50.30 25.06 43.35 55.80 Windward 64.00 1.33 1.00 50.03 24.87 43.17 55.62 Windward 62.00 1.32 1.00 49.75 24.69 42.98 55.43 Windward 60.00 1.31 1.00 49.47_ 24.49 42.79 55.24 Windward 58.00 1.30 1.00 49.18 24.30 42.59 55.04 Windward 56.00 1.30 1.00 48.88 24.09 42.39 54.84 Windward 54.00 1.29 1.00 48.57 23.88 42.18 54.63 Windward 52.00 1.28 1.00 48.25 23.67 41.96 54.41 Windward 50.00 1.27 1.00 47.93 23.44 41.74 54.19 Windward 48.00 1.26 1.00 47:59 23.21 41.51 53.96 Windward 44.00 1.24 1.00 46.87 22.73 41.02 53.72 Windward 99.00 1.29 1.00 46.87 22.73 41.02 53.97 . Windward 42.00 1.23 1.00 46.50 22.47 40.76 53.21 Windward 40.00 1.22 1.00 46.10 22.20 40.50 52.95 Windward 38.00 2.21 1.00 45.69 21.92 40.22 52,67 . Windward 36.00 1.20 1.00 45.27 21.63 39.93 52.38�/��j� Windward 34.00 1.19 1.00 44.82 21.33 39.62 52.07 Windward 32.00 1.18 1.00 44.35 21.01 39.30 51.75 Zuhair M. Jalloul, P.E. - Fiorida Consulting Engin(. , Inc. 134 NW 16th Street, Suite 1 Boca Raton, Florida 33432 Phone: (561) 353-1152 Windward 30.00 1.16 1.00 Windward 28.00 1.15 1.00 Windward 26.00 1.13 1.00 Windward 24.00 1.12 1.00 Windward 22.00 1.10 1.00 Windward 20.00 1.08 1.00 Windward 18.00 1.06 1.00 Windward 16.00 1.04 1.00 Windward 14.00 1.03 1.00 SAND DOLLAR SHORES CONDOMINIUM 7430 South Ocean Drive, Jenson Beach, Florida 43.85 20.67 38.97 51.42 43.33 20.32 38.61 51.06 42.77 19.94 38.23 50.68 42.18 19.54 37.83 50.28. 41.55 19.11 37.40 49.85 40.87 18.64 36.94 49.39 40.12 18.14 36.43 48.88 39.31 17.58 35.88 48.33 38.87 17.29 35.58 48.03 Note: 1) Total - Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +Ggpi(ps£)-GCpi(Psf) ------------------------------- ------ ---------- ---------- 0.0 ft to 35.0 £t -1.04 -54.07 -35.77 35.0 ft to 45.0 ft -0.70 -39.38 -21.09 14WERS-Wall Pressures for Wind Normal to 45 ft wall (Along Ridge) wall CP Pressure Pressure +GCpi (PSE) -GCpi. (psf) . _-_---___-- _______________ Leeward Wall ______ -0.22 ----------- -18.75 -0.45 Side Walls -0.70 -39.38 -21.09 Wall Ele Az Ezt qz Press Press Total. ft Pa£ +=Pi -GCpi _______ +/-GCPi _________ ________________ Windward ______ 70.00 _____ 1.35 _____ 1.00 _______ _______ 50.81 25.41 43.70 44.15 Windward 70.00 1.35 1.00 50.81 25.41 43.70 44.15 Windward 68.00 1.34 1.00 50.56 25.23 43.53 43.98 Windward 66.00 1.33 1.00 50.30 25.06 43.35 43.80 Windward 64.00 1.33 1.00 50.03 24.87 43.17 43.62 Windward 62.00 1.32 1.00 49.75 24.69 42.98 43.43 Windward 60.00 1.31 1.00 49.47 24.49 42.79 43.24 Windward 58.00, 1.30 1.00 49.18 24.30 42.59 43.04 Windward 56.00 1.30 1.00 48.88 24.09 42.39 42.89 Windward 54.00 1.29 1.00 48.57 23.88 42.18 42.63 Windward 52.00 1.28 1.00 48.25 23.67 41.96 42.41 Windward 50.00 1.27 1.00 47.93 23.44 41.74 42.19 Windward `48.00 1.26 1.00 47.59 23.21 41.51 41.96 Windward 46.00 1.25 1.00 47.24 22.97 41.27 41.72 Windward 44.00 1.24 1.00 46.87 22.73 41.02 41.47 Windward 42.00 i.23 1.00 46.50 22.47 40.76 41.22 windward 40.00 1.22 1.00 46.10 22.20 40.50 40.95 Windward 38.00 1.21 1.00 45.69 21.92 40.22 40.67 Windward 36.00 1.20 1.00 45.27 21.63 39.93 40.38 Windward 34.00 1.19 1.00 44.82 21.33 39.62 40.07 Windward 32.00 1.18 1.00 44.35 21.01 39.30 39.75 39.42 Windward 30.00 1.16 1.00 43.85 43.33 20.67 20.32 38.97 38.61 39.06 Windward 28.00 26.00 1.15 1.13 1.00 1.00 42.77 19.94 38.23 38.69 Windward Windward 24.00 1.12 1.00 42.18 19.54 37.83 38.28 Windward 22.00 1.10 1.00 41.55 19.11 37.40 37.85 windward 20.00 1.08 1.00 40.87 18.64 36.94 37.39 Windward 18.00 1.06 1.00 40.12 18.14 36.43 36.88 36.33 Windward 16.00 1.04 1.00 39.31 17.58 35.88 36.03 Windward 14.00 1.03 1.00 38.87 17.29 35.58 Note: 1) Total Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(Ps£)-GCpi(Psf) ---------- 0.0 ft to ------------- 35.0 ft ------ -0.90 -48.02 -29.73 35.0 ft to 70.0 ft -0.90 -48.02 -29.73 70.0 ft to 140.0 ft -0.50 -30.74 -12.45 Zuhair M. Jalloul, P.E. Florida Consulting Engineer 134 NW 16th Street, Suite 1 Boca Raton, Florida 33432 _ Phone: (561) 353-1152 140.0 ft to 160.0 ft SAND DOLLAR SHORES CONDOMIN14M 7430 South Ocean Drive, Jenson Mao, Florida -0.30 -22.10 -3.81 Parapet: Qp: Pressure at Top of Parapet = 51 Type of Parapet = Solid Top Elev. of Parapet 3.00 ft Parapet -Windward = 76.78 psf Parapet -Leeward Press - -5 FL- 19 psf .19 psf r ,y/�y MECAWind Version 2.1.1.4 ASCE 7-10 � Developed by MCA Enterprises, Inc. Copyright 20I4 w .mecaenterprises.com Date Zuhair M. Jalloul, P.E. Project No.. Designed By Address Florida Consulting Engineers, Inc. Description SAND DOLLAR SHORES CONDOMINIUM city State 134 NW 16th Street, Su(te 1 customer Name : -Proj Location : 7430 South Ocean Drive; Jenson Beach, Florida_ File Lo Boca Raton, Florida 33432 t.wad Phone: (561) 353A 152 29 2a a ( a 2 I 3 3-'--------------'--, 2a 2; ;2 --� a 1 --r----------- 3 2a 2---r-';3 Wa_Ds UA&> 60 & Roof Wind Pressure on Components and Cladding (Ch 30 Part All pressures shown are based upon ASD Design, with a Load Factor Width of Pressure Coeffiaient Zone "ae = 4.5 ft Description Width Span Area Zone Max Min Max P Min P 21" £t ft ft^2 . GCp GOP pef pef ft -------------------------------------------------------------------------------- Zone 1 10.00 2.00 20.0 1 .00 -1.31 16.00 -75.79 70.0 Zone 2 10.00 2.00 20.0 2 .00 -2.18 16.00 -119.72 70.0 Zone 3 10.00 2.00 20.0 3 .00 -2.18 16.00 -119.72' 70.0 Zone 4 10.00 2.00 20.0 4 0.90 -0.90 54.88 -54.88 70.0 Zone 5 - 10.00 2.00 20.0 5 0.90 -1.B0 54.88 -100.61 70.0 WINDOWS 3.00 3.10 9.3 4 0.90 -0.90 54.88 -54.88 70.0 WINDOWS 3.00 3.10 9.3 5 0.90 -1.80 54.88 -100.61 70.0 DOORS 3.00 6.70 20.1 4 0.90 -0.90 54.86 -54.86 70.0 DOORS 3.00 6.70 20.1 5 0.90 -1.80 54.86 -100.55 70.0 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd in 1.35 50.8� psf Parapets Components a Cladding (Ch 30 Part 4, Para 30.7.112) Pressures taken from Table 30.7-2 at top of Parapet and multiplied by Exposu e Adjustment Factor (EAF=1.147), Topographic Factor (Kzt = 1.00) and Reductio Factor (RF = 1.0). The effective area for the parapet is 10 sq ft 10.929 sq m];_bo per' conservative, which makes the Reduction Factor 1. •\`' Zuhalr M. Jalloul, P.E. Florida Consulting Engineers, Inc. 134 NW 16th Street, Suite 1 Boca Raton, Florida 33432 Phone: (561)353-1152 WindMMd parapet Load Case 12 N SAND DOLLAR SHORES CONDOMINIUM 7430. South Ocean Drive, Jenson Beach; Florida Leeward parapet Load Case B Top of parapes Load Case A - Apply Positive Wall Pressure to Front and negative roof pressure to back. pl: Positive Wall Pressure on Front of Parapet (Zone 4) = 63.59 psf pl: Positive Wall Pressure on Front of Parapet (Zone 5) - 63.59 psf p2: Negative Roof Pressure on Back of Parapet (Zone 2) _-127.53 psf p2: Negative Roof Pressure on Back of Parapet (Zone 3) _-173.84 psf Load Case B - Apply Positive Wall Pressure to Back and Negative Wall Pressure to the front. p3: Positive Wall Pressure on Back of Parapet (Zone 4) p3: Positive Wall Pressure on Back of Parapet (Zone 5) p4: Negative Wall Pressure on Back of Parapet (Zone 4) p4: Negative Wall Pressure on Back of Parapet (Zone 5) 63.59 psf 63.59 psf _ -55.52 psf _-101.83 psf P7L-. 1� < <. � 3-S4/6 NECAWind Version 2.1.1.4 ASCE 7-10 Developed by &M Enterprises, Inc. Copyright 2014 www.mecaenterprises. com Date Project No.. : coupa,y Zuhair M. JAW, P.E. Designed By : Address Flodda Consuldng Engineers, Inc.Deacription city �A ` -customer Name a SAND DOLLAR SHORES CONDOMINIUM state ` 134 NW 16th Street, Sufte 1 "Proj Location : 7430 South Ocean DrIV4 Jenson Beach, Florida File Lo `�' I Boca Raton, Flodda 33432 _t•wnd Phone: (561) 35 1152 2a 2a i fl I h 3-'------ a-- 2---' _'3 I! 12a 29 :2 3 r----------- 2---r-' 3 li WAS xeiaht> 60 & Roof Wind Pressure on Components and Cladding (Ch 30 i Part;3) All pressures shown are based upon ASD Design, with a Load Factor of Width of Preasure Coefficient Zone "ae - 4.5 ft Description Width Span Area Sono Max loin Max P Min P E1ev �. ft ft ft^2 OOP GV psf psf ft ' ----------------- Zone 1 ------------------------------------ 10.00 2.00 20.0 1 .00 -1.31 -------- ----------- 16.00 -75.79 j 70.0 + Zone 2 10.00 2.00 20.0 2 .00 -2.18 16.00-119.72 7D.0 Zone 3 10.00 2.00 .20.0 3 .00 -2.29 16.00-119.72 70.0 I Zone 4 10.00 2.00 "20.0 4 0.90 -0.90 54.88 -54.88 70.0 Zone 5 10.00 2.00 20.0 5 0.90 -1.80 54.88-100.61 70.0 ; WINDOWS 3.06 3.10 9.3 4 0.90 -0.90 54.88 -54.88 70.0 WINDOWS 3.00 3.10 9.3 5 0.90 -1.80 54.88-100.61 70.0 DOORS 3.00 6.70 20.1 4 0.90 -0.90 54.86 -54.86 70.0 ' DOORS 3.00 6.70 20.1 5 0.90 -1.80. 54.86-100.55 70.0 6 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.35 Qhcc:.00256*V^2*i(hcc*Kht*Kd 50.81 psf Parapets Components a Cladding (Ch 30 Part 4, Para 30.7.1II2) Pressures taken from Table 30.7-2 at top of Parapet and multiplied, by Exposuie Adjustment Factor (EAF=1.147), Topographic Factor (KZt = 1.00),�end Reductiod Factor (RF - 1.0) . The, effective area for the parapet is 10 sq ft (010'29.. bq -,1l '�to 4e conservative, which makes the Reduction Factor 1. L Zuhair M. Jalloul, P.E. f Florida Consulting Engineers, Inc. 134 NW 1tith Street, Suite 1 Boca Raton, Florida 3M2 Phone.(66 353-1152 Windward parapet LOW Case Pi PS SAND DOLLAR SHORES CONDOMMUM 7430 South Ocean DN_ve, Jenson Beach, Florida Leeward parapet Load CmB Topofparapet Load Case A - Apply Positive Wall Pressure to Front and negative roof pressure to back. pl: Positive Wall Pressure on Front of Parapet (Zone 4) — 63.59 psf pl: Positive Wall Pressure on Front of Parapet (Zone 5) — 63.59 psf p2: Negative Roof Pressure on Back of Parapet (Zone 2) m-127.53 ps£ p2: Negative Roof Pressure on Back of Parapet (Zone 3) _-173.84 psf Load Case B - Apply Positive Wall Pressure to Back and Negative Wall Pressure to the front. p3: Positive Wall Pressure on Back of Parapet (Zone 4) 63.59 psf pie Positive Wall Pressure on Back of Parapet (Zone 5) 63.59 psf p4: Negative Wall Pressure on Back of Parapet (Zone 4) _ -55.52 psf p4: Negative Wall Pressure on Back of Parapet (Zone 5) _-101.83 psf i MSCAWind Version 2.1.1.4 per ASCE 7-10 rm 7^ h- am . a..«.,.......es, Inc. Copyright 2014 www.mecaenterdriaes. com Zuhair, M. Jalloul, P.E. Hate Project No. .. compa Florida Consulting -Engineers Inc. Addrecity 134 N W 16th street, ma 1 Description ; SAND DOLLAR SHORES CONDOMINIUM Cast, Name : 7430 South Ocean Drive, Jenson Beach, Florida state Boca Raton, Florida 33432 aroj Location ..__.._....:. Pile Phone: (561)353.1152 'at'"nd xrea o re. All Height* Building (Ch 27 part 1) AZ1 pressures shown are based upon ASD Design, with a Load Factor 0 .6 Basic Wind Speed(V) = 170.00 mph Structural Category = . II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.0o Kd.Directi.onal Factor - 0.85 Damping Ratio (beta) 0.01 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt 1.07 Am = 0.11 BM = 0.60 Cc 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7:00 ft Slope of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg Ht: Mean Roof Ht 70.00 ft Type of Roof = Monoslope RHt: Ridge Ht = 70.00 ft Eht: Eave Height 70.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area 7200.00 ft^ 2 Bldg Length Along Ridge = 160.00 ft Bldg Width Across Ridge= 45.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gnstl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Glut Factor Category II Rigid structures - Complete Analysis Zm: 0.6*Ht = 42.00 ft lzm: Cc*(33/Zm)^0.167 0.14 Lzm: 1*(Zm/33)^Epsilon 669.89 ft Q:(l/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Glut Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 internalPressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient - +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Hoses Resisting Systems L Zuhair M. Jalloul, P.E. Florida Consulting Engineers, Inc. 134 NW 161h Street, Sune 1 Boca Raton, Fiodda 33432 Phone: 561)353-1152 FA SAND DOLLAR SHORES CONDOMINIUM Kh: 2.01*(Rt/Zg)^(2/Alpha) = 1.35 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd 50.81 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area 7200.00 ft^2 Reduction Factor based on Roof Area = 0.80 29WFRS-Wall Pressures for Wind Normal to 160 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (Psf) -GCPi (Par) -"'------- Leeward Wall ------ -0.50 ----------- -30.74 -12.45 Side Walls -0.70 -39.38 -21.09 wall Slav as Rst ga Prase Press Total ft Pat +C.Cpi -Gaps +/-6CPi _______________ ______ _ _ Windward 70.00 1.35 1.00 50.81 25.41 25.41 43.70 43.70 56.15 56.15 Windward 70.00 68.00 1.35 1.34 1.00 1.00 50.81 50.56 25.23 43.53 55.98 Windward windward 66.00 1.33 1.00 50.30 25.06 24.87 43.35 43.17 55.80- 55.62 Windward 64.00 62.00 1.33 1.32 1.00 1.00 50.03 49.75 24.69 42.98 55.43 Windward Windward 60.00 1.31 1.00 49.47 24.49 24.30 42.79 42.59 55.24 55.04 Windward 58.00 1.30 1.30 1.00 1.00 49.18 48.88 24.09 42.39 54.84 Windward 56.00 54.00 1.29 1.00 48.57 23.88 42.18 5A.63 windward Windward 52.00 1.28 1.00 48.25 23.67 23.44 41.96 41.74 54.41 54.19 Windward 50.00 48.00 1.27 1.26 1.00 1.00 47.93 47.59 23.21 41.51 53.96 Windward Windward 44.00 1.25 1.00 46.87 22.73 41.02 53.72 47 53.47 Windward 49.00 1.24 1.00 46.87 46.50 22.73 22.47 91.02 40.76 53.21 Windward 42.00 40.00 1.23 1.22 1.00 1.00 46.10 22.20 40.50 52.95 windward Windward 38.00 1.21 1.00 45.69 21.92 21.63 40.22 39.93 52.67 52.38 36.00 1.20 1.00 45.27 Windward 34.00 1.19 1.00 44.92 21.33 39.62 52.07 Windward 1.18 1.00 44.35 21.01 39.30 51.75 Windward 32.00 L Lit• rd3S"We Zuhair M. Jalloul, P.E. , Florida Consulting Engines, no. 134 NW 16th Street, Suite i Boca Raton, Florida 33432 Phone: (561)353.1152 Windward 30.00 1.16 1.00 Windward 28.00 1.15 1.00 Windward 26.00 1.13 1.00 Windward 24.00 1.12 1.00 Windward 22.00 1.10 1.00 Windward 20.00 1.08 1.00 Windward 18.00 1.06 1.00 Windward 16.00 1.04 1.00 Windward 14.00 1.03 1.00 SAND DOLLAR SHORES CONDOMINIUM 7430 South.Ogan 1j! re, Jenson.Be9h., Florida 43.85 20.67 38.97 51.42 43.33 20.32 38.61 51.06 42.77 19.94 38.23 50.68 42.18 19.54 37.83 50.28- 41.55 19.11 37.40 49.85 40.87 18.64 36.94 49.39 40.12 18.14 36.43 48.88 39.31 17.58 35.88 48.33 38.87 17.29 35.58 48.03 Note: 1) Total - Leeward GCPi + Windward GCP1 Roof - Dist from Windward Sdge 0.0 £t to 35.0 ft 35.0 ft to 45.0 ft CP Pzvssnra Prosoore +Gcpi(psf)-GCpi(psf) --------------- ---------- -1.04 -54.07 -35.77 -0.70 -39.38 -21.09 bsmRS Wall Pressures for Wind Normal to 45 ft wall (Along Ridge) Wall CP Pressure Pressure +GCP3. (psf) -Gcpi _ (pef) --------- --------------- Leeward Wall ------ -0.22 -18.75 -0.45 Side Walls -0.70 -39.38 -21.09 Well Slav Aa nzt qe Preea Press Total ft psf +GCpi ------- -GCPi +/-GCpi. --------- ---------------- Windward ------ ----- 70.00 ----- 1.35 ------- 1.00 ------- 50.81 25.41 43.70 44.15 Windward 70.00 1.35 1.00 50.81 25.41 43.70 44.15 Windward 68.00 1:34 1.00 50.56 25.23 43.53 43.98 Windward 66.00 1.33 1.00 50.30 25.06 43.35 43.80 Windward 64.00 1.33 1.00 50.03 24.87 43.17 43.62 Windward 62.00 1.32 1.00 49.75 24.69 42.98 43.43 Windward 60.00 1.31 1.00 49.47 24.49 42.79 43.24 Windward 58.00 1.30 1.00 49.18 24.30 42.59 43.04 Windward 56.00 1.30 1.00 48.88 24.09 42.39 42.94 Windward 54.00 1.29 1.00 48.57 23.88 42.18 42.63 Windward 52.00 1.28 1.00 48.25 23.67 41.96 42.41 Windward 50.00 1.27 1.00 47.93 23.44 41.74 42.19 Windward 48.00 1.26 1.00 47.59 23.21 41.51 41.96 Windward 46.00 1.25 1.00 47.24 22.97 41.27 41.72 41.47 Windward 44,00 1.24 1.00 46.87 46.50 22.73 22.47 41.02 40.76 41.22 Windward 42.00 40.00 1.23 1.22 1.00 1.00 46.10 22.20 40.50 40.95 Windward Windward 38.00 1.21 1.00 45.69 21.92 40.22 40.67 Windward 36.00 1.20 1.00 45.27 21.63 39.93 39.62 40.38 40.01 Windward 34.00 1.19 1.18 1.00 1.00 44.82 44.35 21.33 21.01 39.30 39.75 Windward 32.00 30.00 1.16 1.00 43.85 20.67 38.97 39.42 Windward 28.00 1.15 1.00 43.33 20.32 38.61 39.06 Windward 26.00 1.13 1.00 42.77 19.94 38.23 38.69 Windward 24.00 1.12 1.00 42.18 19.54 37.83 38.28 Windward 22.00 1.10 1.00 41.55 19.11 37.40 37.85 Windward 20.00 1.08 1.00 40.87 1864 36.94 37.39 Windward 18.00 1.06 1.00 40.12 18.14 36.43 36.88 windward Windward 14.00 1.03 1.00 38.87 17.29 35.58 36.03 1) Total m Leeward GCPi + Windward GCPi Note: - Dist fzom Windward Edge CP Pressure p asure Roof +GCpi(psf)-GCpi(Paf) ---------- _ 0.0 ft to 35.0 ft ------ -0.90 -0.90 ---------- 48.02 29.73 -48.02 -29.73 35.0 ft to 70.0 ft -0.50 -30.74 -12.45 70.0 ft to 140.0 ft i r i'. y°L•• 4,$•4 s�3Syi6 Zuhalr M. Jalloul, P.E. Florida Consulting Engineer c. 134 NW 16th Street, Suite 1 Boca Raton, Florida 33432 Phone: (561) 353-1152 140.0 ft to 160.0 ft T Parapet: Op: Pressure at Top of Parapet Type of Parapet Solid Top Parapet -Windward = 76.75 psf SAND DOLLAR SHORES CONDOMINIUM 7430 South Ocean Drive, Jenson Bea4h, Florida 30 -22.10 -3.81 i i = 51119 psf 81ev. of Parapet 3.00 ft- Parapet-Leeward Press-51..19 psf 44 3S5'/G