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HomeMy WebLinkAboutPROJECT INFORMATION6 SCANNED BY NECANind VersIon 2.1.1.4 per ASCE 7-ICYLuclecourgy ��x �--qes, Inc. Copyright 2014 �.mecaentezpzises.com Date Zuhalr M. Jalloul, PE Project No. Compa Florida Consulting Engineers; lin DesignedBy- :.SANDDOLLAR, CONDOMINIUM 115dre De�cription 0� 134 NW 16th Stre0t, bUlla 1 7431 Sop City Dri Jenson Beach, Florida Statc 13oca Raton, Flodda 33432 PrO3 Location File k Phone- (56-1) 353-1152 diftcr 11- 27 Part 1) t!2 a Load Factor of .6 All pressures shown are based upon Basic Wind Speed(V) 170.00 raph Structural Category 11, 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 1.07 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. 70.06 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.>1 Hz) use 0.85 0.85 Gust Factor Category 11 Rigid Structures - Complete Analysis Zm: 0.6*Ht 42.00 ft lzm: Cc*(33 /ZM)Ao .167 0.14 Lzm: 1*(Zm/33)AEpsilon 669.89 ft Q: (1/(1+0.63*((B+Ht)/LZM)Ao. 63W0.5 0.91 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7�3.4*lzm)) 0.89 Gust Factor Summary 0.85 Not a Flexible Structure use the Lessor of Gustl or Gust2 Table 26.11-1 Internal Pressure C08fficiGDts for Buildings' GCpi GCPi Internal Pressure C.oefficient Figure 27.4-1 External Pressure Coefficients Cp - Loads on MaIn M3.nd-Forcs Resisting Systems L"7' dot Zuhair M. Jalloul, P.E. Florida Consulting Engineers, Inc. 134 NW 16th Street, Suite 1 Boca Raton, Florida 33432 Vhone- (561) �353-1 152 z I 0-i SAND DOLLAR SHORES CONDOMINIUM PDA Kh: 2.0l*(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 DMRS-Wall Pressures for Wind No=zal to 160 ft wall (Normal to Ridge) wall leeward Wall Side Walls Wall Windward Windward Windward Windward Windward Windward Windward Windward Windward Windward Windward Windward Windward Windward Windward Windward Windward Windward Windward Windward Windward CP Pressure Pressure +GCPi (Psf) -CCP1 (Psf) ----------- ----------- -0.50 -30.74 -12.45 -0.70 -39.38 -21.09 Elev RZ Kzt ft ------ ----- ----- 70.00 1.35 1.00 70.00 1.35 1.00 68.00 1.34 1.00 66.00 1.33 1.00 64.00 1.33 1.00 62.00 1.32 1.00 60.00 1.31 1.00 58.00 1.30 1.00 56.00 1.30 1.00 54.00 1.29 1.00 52.00 1.28 1.00 50.00 1.27 1.00 48.00 1.26 1.00 46.00 1.25 1.00 44.00 1.24 1.00 42.00 1.23 1.00 40.00 1.22 1.00 38.00 1.21 1.00 36.00 1.20 1.00 34.00 1.19 1.00 32.00 1.18 1.00 qz 50.81 50.81 50.56 50.30 50.03 49.75 49.47 49.18 48.88 48.57 48.25 47.93 M59 47.24 46.87 46.50 46.10 45.69 45.27 44.82 44.35 Press Press +Gcpi -C--Pi 25.41 25.41 25.23 25.06 24.87 24.69 24.49 24.30 24.09 23.88 23.67 23.44 23.21 22.97 22.73 22.47 22.20 21.92 21.63 21.33 21.01 43.70 43.70 43.53 43.35 43.17 42.98 42.79 42.59 42.39 42.18 41.96 41.74 41.51 41.27 41.02 40.76 40.50 40.22 39.93 39.62 39.30 Total +/-Gcpj. 56.15 56.15 55.98 55.80 55.62 55.43 55.24 55.04 54.84 54.63 .54.41 54.19 53.96 53.72 53.47 53.21 52�95 52167 52.38 52A7 51.75 Zuhair M. Jalloul, P.E. Rodda Consulting Engim , � In 00 134 NW 16th Street Suite i Boca Raton, Florida :kM32 -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, Flodda 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 0.0 ft to 35.0 ft 35.0 ft to 45.0 ft cp Pressure Pressure +Gcpi(psf) -Gapi(psf) -1.04 -54.07 -35.77 -0.70 -39.38 -21.09 bWRS-Wall Pressures for Wind No=al to 45 ft wall (Along Ridge) Wall cp Pressure Pressure +GCPi (Psf) -GCP:L (Psf) ----------- --------------- Leeward Wall ------ -0.22 ----------- -18.75 -0.45 Side Walls -0.70 -39.38 -21.09 weal raw NZ Kzt qz Prbss Press Total ft Psf +ccPi -Gcpi +/-C-CP:L --------- ---- - ---------- 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 42.84 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 00J1.22 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 44.821 21.33 39.62 40.07 Windward 32.00 1.18 1.00 44.35' 21.01 39.30 39.75 Windward 30 OOS 1.16 1.00 43.85' 20.67 38.97 39.42 Windward 28:00 1.15 1.00 43.330 20.32 38.61 39.06 1 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 20.0041-09 1.00 40.871 18.64 36.94 37.39 windward 18.00 1.06 1.00 40.12- 18.14 36.43 36.89 1: Windward 16.001 1.04 1.00 39.31- 17.58 35.88 36.33 Windward 14.001 1.03 1.00 38.87� 17.29 35.58 36'.03 i Note: 1) Total Leeward GCPi + Windward GCPi Roof - Dist frm Windward Edge cp Pressure Pressure +GCpi(Psf) -GCPi(Psf) ---------------- o.o ft to ----------------- 35.0 ft ------ -0.90 ---------- ---- -48.02 -29 ;; ---- 35.0 ft to 70.0 ft -0.90 -48.02 -29.73 -12.45 70.0 ft to 140.0 ft -0.50 -30.74 -At ISIV4 Zuhair M. Jailoul, P.E. Florida Consulting Enginee 134 NW 16th Street, Suite 1 Boca Raton, Florida 33432 Phone: (561) 353-1152 140.0 ft to 160.0 ft I SAND DOLLAR SHORES CONDOMINIUM 7430 South Ocean Drive, Jenson Bea4h, Florida -0.30 -22.10 -3.81 Parapet: Qp: Pressure at Top of Parapet 5: Type of Parapet Solid Top Elev. of Parapet 3.00 ft Parapet -Windward = 76.78 psf Parapet -Leeward Press = -! irz-- I't 19 psf .19 psf MECANind Version 2.1.1.4 ASCE 7-10 Developed by MCA FntexPrises, Inc. Copyright 2014 www.mecaentexprises.con Date Proj act No.. company ZUhair M. Jalloul, P.E. Designed By Address Florida Consulting Engineers, Inc. Description city - SAND DOLLAR SHORES qONDOMINIUM State 134 NW 16th Street, Suite 1 Proj location 7430 South ocean Drive, Je son Beach, Florida File Lo 00 Boca Raton, Florida 33432 t.wnd hi Phone: (561) 353-1152 29 2a wans 3 3 Imgm > 60 ft a 2 1_'3 2 a I 2 1 3 Roof W:Lnd Pressure on Components and Cladd:Lng (Ch 30 Part All pressures shown are based upon ASD Design, with a Load Factor Width of Pressure Coefflaient Zone Y'a" = 4.5 ft Description Width Spaa Area Zone Max Min Max P Min P Elev ft ft ftA 2 � GCp GCp paff pof 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.J2 70.0 zone 4 10.00 2.00 20.0 4 0.90 -0.90 54.88 -54.B8 70.0 Zone 5 10.00 2.00 20.0 5 0.90 -1.80 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 -100.610 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 -100.559 70.0 Khcc:Comp. & Clad. Table 6-3 Case I Qhcc:.00256*V^2*Khcc*I<ht*Kd F-1 M-1 1.35 50.8.� psf Parapets Components & Cladding (Ch 30 Part 4, Para 30.7.1�2) 5 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 Reduction Factor (RF � 1.0). The effective area for the parapet is 10 sq ft [0.929 sq,m] to �' �e' conservative, which makes the Reduction Factor 1. Zuhalr M. Jalloul, P.E. Florida Consulting Engineers, Inc. 134 NW 16th Street Sufte i Boca RatDn, Florida 33432 Phone: (561) 353-1152 WindvLwJ pampd LoadCaWA 171 p� SAND DOLLAR SHORES CONDOMINIUM 7430 South Ocean Drive, Jenson Beachi Florida Lftw,md parapet Lead Cm B Top ofpmpo 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 I Wall Pressure to the front. p3: Positive Wall Pressure on Back of Parapet (Zone 4) 63.59 psf p3: Positive Wall Pressure on Back of Parapet (Zone 5) 63.59 psf 0�- 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 4?z lyme � �( F-,—. 1-; C. TY ) .1, w ra I MECANind Version 2.1.1.4 ASCE 7-10 Developed by MM Enterprises, Inc. Copyright 2014 ww.mecaenterprises.com Date Project NO., CQqxMr ZOO M. Jalloul, P.E. Designed By Address F100da Consuft Engineers, InC.Description cit3 SAND DOLLAR SHORES CONDOMINIUM state 134 NW I M SUeA SU'e 1 7430 South Ocean DrIV4 Jenson Beadl, Florida rue LO Boca Raton, Flodda 33432 t.wnd one: (6-61) 353-1152 2a 2a a F1 h 2 !_,3 2a 3,-1 -------------- L 2 2a'-T ------------------ 3 3 1 2 1 Ws& !Ed& > 60 Ropf .Wind Pressum an Cmponents and Cladding (Ch 30 Part! 3)" A.0 pressures shown are based upon ASD Design, with a Zoad Factor I ?f .6 Width of Px*ss=e Coefficient Zone "&:n - 4.5 ft Description Width Span Area Zone Max Win Bftz 2 Min P Blev rt ft ftA2 GeV CCP W Pat ft - --- - ------- - Zone 1 -- - - --------------------------------- 10.00 2.00 20.0 1 ..00 -1.31 - ----- - --- 16.00 -75.7-9-7-0-.-0 Zone 2 10.00 2.00 20.0 2 .00 -2.19 26.00 -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 -1.80 54.88 -100.61 70.0 WINDOWS 3.06 3.10 9.3 4 0.90 -0.90 54.88 -54.88 70 U 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 -2.80. 54.86 -100.55 70.0 Khec:Comp. & Clad. Table 6-3 Case 1 1.3t (2hcc:.00256*V�2*Khcc*Fht*Kd 50.8;k psf Parapets Components a Cladding (Ch 30 Part 4, Para. 30.7.1J2) 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) �and Re uctiori Factor (RF = 1. 0) . The effective area for the parapet is 10. sq ft [0 A129, bq I] -'eo b�e conservative, which makes the Reduction Factor 1. Zuhalr M. Jalloul, P.E. Floffla Constdrig Engineem Inc. 1-34 NW 1M Sbeet Sufte 1 Boca RaWn, Florida 33432 Phone: W1) 35-3-1152 Winduraid pampa Lowl Case A ps N SAND DOLLAR SHORES CONDOMINIUM 7410 �� Qqe;q Qrtite, 4enk qp.B�ack Florida LftwaW p%Vd LeadComB TOP orpmpd 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) 63.59 psf p3: Positive Wall Pressure on Back of Parapet (Zone 5) 63.59 pef p4. Negative Wa 11 Pressure on Back of Parapet (Zone 4) -55.52 psf p4. Negative Wall Pressure on Back Of Parapet (Zone 5) -101.83 psf MCANind Veralo n 2.1.1.4 POr ASCE 7-10 Date nh4. Jalloul, P.E. �esl Zee. copyrdiTht 2014 ww.i&ecaent:e=is . a . s. com C=wi, Florida Consulfing Project No. Addre ��18, Designed By SAND DOLLAR SHORES CONDOMINIUM City 134 NW 16th 5"et, Wde I Description customer iiame 7430 South Ocean Drive, Jenson Beach, Florida Stati Boca Raton, Floft 33432 ftoj Location - --- me IC041 an 4 Aff� ult.md "fectlonal P"C"ture All 13014htS Building (Ch 27 Part 1) AZI Pressures shown. are based uP0n ASD Desigar with a Load Factor of Basic Wind Speed(V) 1701.00 mph .6 Structural Category I ii Exposure Category D Natural Frequency N/A Flexible Structure No L19iOrtance Factor 1.00 Kd,oirectiona.3 Factor . 0.85 Damping Ratio (beta) o.61 Alpha At 11 50 Zg . 700.00 ft AM 6:og Bt 1.07 cc 0.11 BM 0.80 Epsilon 0.15 0.13 1 Zmin 650.00 ft Slope of Roof 0 ;- 12 Slope of Roof(Theta) 7.00 ft. Deg Ht: Mean Roof Ht RHt: Ridge Ht 70.00 ft .00 Type of Roof Monoslope OH: Roof Overhang at Eave.= 70.00 ft .00 ft Eht: Eave Height 70.00 ft Roof Area 7200.00 ft^ 2 Bldg Length Along�Ridge 160.00ft Bldg Width Across Ridge= 45.00 ft Gust zmator Category 3: Rigid Structures - SinPl%fied Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 . 0.85 Gust Factor CatQ51QzY 11 Rigid Structures - Complete Analysis Zm: 0.6*Ht . 42.00 ft lzm* Cc*(33/ZM)Ao .167 0.14 Lzm: 1* (7m/33) �Epsilon 669.89 ft Q. (1/ (1+0. 63* ((B+Ht) /Lzm) �0. 63) )A0 .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 Coafficients.for Buildjuggr GCPi GCPi : Internal Pressure Coefficient - +/-0.18 Figure 27.4-1 External Pressure Coefficients CP - zoaC6 an Main VInd-Rozee Resisting Systams I- � Zuhair M. Jalloul, P.E. Florida Consulong Engineers, Inc. W4 -WW- 16th -Str4t fifte 1 Boca Raton, Florida 33432 Pfi6ne- (56-1) 36P -162 z SAND DOLLAR SHORES CONDOMINIuM 13 Kh: 2.0l*(Ht/Zg)�(2/Alpha) 1.35 Kht: Topographic Factor (Figure 6-4) 1.00 Qh: .00256*(V)^2*1*Kh*Kht*Kd 50.81 psf Cpww: Windward Wall Cp(Ref Fig 6-6) 0.80 ' Roof Area 7200.00 ftA2 Reduction Factor based on Roof Area 0.80 MFRS-wall pressures for Wind Normal to 160 ft wall (noxzal to Ridge) Well CP pressure Pressure +GCPi (psf) -GCP;L (Par) ----------- - ------------- Leeward Wall ------ -0.50 ----------- -30.74 -12.45 Side Walls -0.70 -39.38 -21.09 wall BIQV KZ Kzt qz Press Press Total ft PSI +Gcp:L - ----- -GCP:L +/-Gcpj. ------- --------- ---------------- Windward ------ 70.00 ----- 1.35 -- - - 1.00 - - - 50.81 25.41 43.70 56.15 Windward 70.00 1.35 1.00 50.81 50-56 25.41 25.23 43-70 43.53 56.15 55.98 Windward 68.00 66.00 1.34 1.33 1.00 1.00 50.30 25.06 43.35 55.80 Windward windward 64.00 1.33 1.00 50.03 24.87 43.17 55.62 Windward 62.00 1.32 1.00 49.75 49.47 24.69 24.49 42.98 42.79 55.43 55.24 windward 60.00 58.00 1.31 1.30 1.00 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 Windward 54.00 1.29 1.00 48.51 23.89 42.18 5,i.63 Windward 52.00 1.28 1.00 48.25 47.93 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 47.59 23.21 41.51 53.96 windward 46.00 1.25 1.00 47.24 22.97 41.27 53.72 Windward Windward 44.00 1.24 1.00 46.87 22.73 41.02 53.47 windward 42.00 1.23 1.00 46.50 22.47 40.76 53.21 52.95 Windward 40.00 1.22 1.00 46.10 45.69 22.20 21.92 40.50 40.22 52.67 Windward 38.00 36.00 1.21 1.20 1.00 1.00 45.27 21.63 39.93 52.38 Windward 34.00 1.19 1.00 44.82 21.33 39.62 52.07 Windward 1.18 1.00 44.35 21.01 39.30 51.75 Windward 32.00 ac. 015041119 Zuhalr M. Jalloul, P.E. Flodda Consulting E I 'nr-- 00 134 NW 16th We I Boca Raton, Flodda 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 ();qan Qn ejensop. ftgh 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 30.87 17.29 35.58 48.03 Note: 1) Total - Leeward GCPi + Windward GGPi Roof - Dist from Windward Edge cp Pressure prequare 4GCpi,(pBf) -GQpL(P8f) ------------------------------ ----- ---------- ---------- 0.0 ft to 35.0 ft -1.04 -54.07 -35.77 35.0 ft to 45.0 ft. -0.70 -39.,38 -21.09 bfiFFRS-Nall Pressures for Wind Normal to 45 ft wall (Along Ridge) wall Leeward Wall Side Walls C�Y I �q Windward Windward Windward Windward Windward Windward Windward Windward Windward windward Windward Windward Windward Windward windward windward windward Windward Windward Windward windward Windward Windward Windward Windward windward windward windward Windward Windward cp Pressure +=P;L (Psf) -0.22 -19.75 -0.70 -39.38 pressure -GCPL (Psf) ---------- -0.45 -21.09 ra� ft art qm prame ft w pef +GCLA ------ ----- 70.00 ----- 1.35 ------- 1-00 ------- 50-81 - 25.41 70.00 1.35 1.00 50.81 25.41 68.00 1.34 1.00 50.56 25.23 66.00 1.33 1.00 50.30 25.06 64.00 1.33 1.00 50.03 24.81 62.00 1.32 1.00 49.75 24.69 60.00 1.31 1.00 49.47 24.49 58.00 1.30 1.00 49.18 24.30 56.00 1.30 1.00 48.88 24.09 54.00 1.29 1.00 48.57 23.88 52.00 1.28 1.00 48.25 23.67 50.00 1.27 1.00 47.93 23.44 48.00 1.26 1.00 47.59 23.21 46.00 1.25 1.00 47.24 22.97 44,00 1.24 1.00 46.87 22.73 42.00 1.23 1.00 46.50 22.47 40.00 1.22 1.00 46.10 22.20 38.00 1.21 1.00 45.69 21.92 36.GO 1.20 1.00 45.27 21.63 34.00 1.19 1.00 44.82 21.33 32.00 1.18 1.00 44.35 21.01 30.00 1.16 1.00 43.85 20.67 28.00 1.3.5 1.00 43-33 20.32 26.00 1.13 1.00 42.17 19.94 24.00 1.12 1-00 42.18 19.54 22.00 1.10 1.00 41.55 19.11 20.00 1.08 1.00 40.87 18�64 10.00 1.06 1.00 40.12 19.14 16.00 1.04 1.00 39.31 17.58 14.00 1.03 1.00 38.87 17.29 Notez 1) Total - Leeward GCPi + Windward GCPi Roof - D;LGt froM Windward Edge 0.0 ft to 35.0 ft 35.0 ft to 70.0 ft 70.0 ft to 140.0 ft Promm Total -GCPL +/-=Pt ------ --------- 43.70 44.15 43.70 44.15 43.53 43.98 43.35 43.80 43.17 43.62 42.98 43.43 42.79 43.24 42.59 43.04 42.39 42.84 42.18 42.63 41 . 96 42.41 41 . 74 42.19 41.51 41.96 41.27 41.72 41.02 41.47 40.76 41.22 40.50 40.95 40 . 22 40.67 39.93 40.38 39.62 40.07 39.30 39.75 38.97 39.42 38.61 39.06 38.23 38.69 37.83 38.28 37.40 37.95 36.94 37.39 36.43 36.88 35.88 36.33 35.58 36.03 cp pressure Pressure +Gcpi(paf) -GcPL(psf) ------ -0.90 ---------- -48.02 ---------- -29.73 -0.90 -48.02 -29.73 -0.50 -30.74 -12.45 //Y Zuhair M. Jalloul, P.E. Flodde Consulting Eggineer 134 NW 16th Street Sufte I Boca Retm, Florida 33432 Phone- (561) 353-1152 SAND DOLLAR SHORES CONDOMINIdM m 7430 South Oman Drive, Jenson ", Florida 140.0 ft to 160.0 ft -0.30 -22.10 -3.81 Qp: Pressure at Top of Parapet 51' 19 psf Type of Parapet Solid Top Elev. of Parapet 3.00 ft I j Parapet -Windward 76.78 psf Parapet -Leeward Press -51.19 psf rz_- I 91///�, 40"7S-V/4C S MEMind Verslon 2.1.1.4 per ASCE 7-10 M.7� � � Inc. Copyright 2014 ww-mecqeotezPz1ses.00m Date C=pa R04da COOSUIUng EngMeeM Project No. Nb I DesiSfied By- SAND DOLLAR SHORES CONDOMINIUM Addrc )ci,�Ptio, city W NW Ift 3#eK b 7430 South ocean D!��pnch, Rodda statf BM.. P.-Ons FlQdCfa 33432 PIVJ Location File Phonw. (561) 353-1152. -ULt.md By ILU Heights Building (Ch. 27 VaR. Jycie County' AU pressures shown are based opon WD Z�eslgnr with a Zoad Factor of .6 Basic Wind Speed(V) 170.00 mph Structural Category 11 EXPO Cat 0 Natural Frequency N/A S=Cgtu7re Importance Factor 1. IDO 211ferceational Factor Damping Ratio (beta) 0.01 Alpha 11.56 .61 zg At 0. 0,9 St. Am 0,-f Epsilon 0. Zmin slope Roof 0 : 12 Slope of Roof(Theta) Ht: Mean Roof Ht 70.00 ft Type of Roof RHt: Ridge Ht 70.06 ft ght: gave Height OH: Roof Overhang at Eave= .00 ft Roof Area 2' D No 0.85 700.00 ft 1. 07 0.80 650.00 ft, 7.00 ft -.00 Deg Nonoslope 70.00 ft 7200.00 ft4 Bldg Length ong Ridge = 160.00 ft Bldg Width Across Ridge-- 45.00 ft Gust Factor Category I Rigid Struabwes - Simplified Method Gustl: For Rigid- Structures' (Nat. Freq. >1 Hz) use 0. 85 . . 0.65 Gust Factor Category 11 Rigid Structures - Complete Analysis Zm: 0. 6*Ht 42.00 ft lzm: Cc*(33/Zik)�0.167 0.14 Lmn: 1*(7m/33)^Epailon 669.89 it Q: (l/(l+0.63*((B+Ht)/Lzm)-0.63) )A0 .5 0.91 Gust2: 0.925*((1+1.7*1=*3.4*Q)/(1+1.7*3.4*1=)) 0.89 Gust Faawr Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 Tabl,e 26.11-1 Internal Pressure Coefficients for Suildingsr Gcpi GCPJ. Internal Pressure Coefficient +?-o.;18 Figure 27.4-1 External Pressure Coefficients Cp - Loads an Min wind-rozoe Reslating systems -e W WU W Mai m s =OQQ MO= oo� a cool .... 66 Pp. mm� Qo wwm WWWQ W.�w aml�fl I-H" P!O -a) ma w � m 0 0 to & & 0 aww,3mw"w[ "Ww�jp!a wwam !n!n I ;0 :.3zD H m w m w ww H " 1 �"Ww.a woo nw. t '-p W-4 i 14 4 1 1 HN i 6:� ; I ww! lei upgo0 rt.. go 0�3 0 0 1- 0 0 13 t000 mrt 0 -m- #1 0 to to 0 1.4 (a ?L 11b rt 0) 100 0 I-h Q ch I Ch 'DI Rrw 11 n n 11 a 0 u -4 C" ;OCl;D;O6z4 0 0 1-- 0 w to i-h rt N t�, ln�A I c c i 1� HUMall 0 cot 066� r r rr !a r.r r tA t4 r !A !I.rr r r W, WW W"I sn . . . . 66666- . . . . . . . 6- 6-cr rP. 000 WWpWWHI3WWW a �HW�WWQW , W � �CQ& ''I W�. cc 0 W 0 "%DW TF rrrp F p F r rr r v "to too to 9 1 Nr-� C, 09 (A pop owl !O!D Wcn 6 I I - W C6 W, Cams- 0 00 WO SO m,* - cc 13 -W Scoa�.66666 000 Coco MWO to W W!3 4 99W��WWM 26� ...... WIDftzH,:znz 4m cc FFF -4 & V so Ly? (A 5 SAND DOLLARSHORES CONDOMINIO M Sm R*j% Fforlde W432 Phdrle' (561)W_152 74 30 South Ocean Drive, Jenson Bea#i, Florida 140.0 ft to 160.0 ft -0-30 -22.10 -3.81 patapet: Op: Pressure at Top of Parapet 19 psf .Type of Parapet Solid Top Elev. of Parapet 3.00 Parap et-Nindward 76.78 psf -Parapet-Leeward Press -1 53 =%i,.19 psf I �-ml DWI. WCUIVul, r,.r- SAND DOUAR SHORES CONDOMINIUM *kO QWn_ gow, JoWn.Beach, Rorlds L4wmm PftVd LmdCmB lbpofpw" ps . I Pi I Load Case A - Apply Positive Wall Pressure to Prout, and negative roof pressure to back. I Pl., Positive Wall Pressure on Front of Parapet (Zone 4) - 63.59 psf Pl: Positive Wall Pressure an Front of Parapet . (Zone 5) = 63.59 psf p2: Negative Roof Pressure an Back of Parapet. (Zone 2) = -127.53 pof P2: Negative Roof Pressure on Back of Parapet (Zone 3) - -173.84 pof MOad Case 8 - 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 P3: Positive Wall Pressure on Back of Parapet, (Zone 5) - 63.59 psf p4. Negative Wall Pressure on Back of Parapet (Zone 4) = -55.52 pef p4.- Negative Wall Pressure on Back of Parapet (Zone 5) = -101.83 pof 41 -4w 40 k" 0 0 001 ��Pp 999 W-4w Opr 600 :09 coo lei 19 15 4, P, I a Rig a m a a !A r!j r to rA!�!4rrr r!Ar r , W IAW W$ 'L L" r Zo L za wo w mw w"Womal wwoa�ww r r rrrr cc cc 0000 coo 000 6 6 L i. Zh 6 6 6 lw WOWWWW . . . . . . . . . . . . . . . . . . . . . . :4 N'm V. !4�1. wwwwwww No 0 owwo 21 11 cc .9 I 6�- ih ID Ln le 131 rt OIL Ox . of 6:4 III 111111 W"�""Wwrww ^mwo"&M'c 66666k666 cocoa 000 Verrrrr!AtA o9mqsC=wWM- w 66j66�6"6"6 00 00 coo 04-SACA00 :4:4 vm%vwwwww to .4 e"!DFF &Owm� W�c W�,& " 0 olow" O�Wwww wwao"� 666L66;n6L 4LN T�� 7d a 0 '�-m momm wnswung Engineer C. 134 KW lft-VW—K ftbj SAND DOLLAR SHORES CONDOMINIUM Bow Rdm, Rofift 33432 FWW— 15-01) W -152' 7430 South Ocean Drive, Jenson Beaqh, Rontle 1,40.0 ft to 16D.o ft -0-30 -22.10 -3.01, Qp: Pressure at Top of Parapet 51'!19 pef Type of Parapet SOIJA TOP Blev. Of Parapet 3.00=ft 1 Parapet-W:Lndwaxd 76.78 psf Parapert-LeeWard Press A= -51.19 pgf Fit" if