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Home My WebLink AboutPROJECT INFORMATIONSCANNEu BY MECMFind Verslon 2.1.1.4 per ASCE 7-'0 SLLUdeCotintk �'� N- ",esl xnc. copyrIght 2014 wkw.measenteiprises. cam ZOE& M. Jalloul, RE. Date Cava RoAda Consuffing Englneers, Ihm Project No. - Depigied By. SANDDOLLAR SHORES CONDOMINIUM mcm 134 NW 161h Meet SUfte 1 ity Pescription customer sa 7430 South Ocean Drive, Jenson Beach, Florida Stato Baca Paton. Florida 33432 Proj Xocation File Phone: (561) 353-1152 _t.wad All Heights Building (Ch-27 Part 1) AU pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) 17.0.00 uph Structural Category Il. Exposure category D Natural Frequency N/A Flexible Structure No Importance Factor 1.00 Ed Directional Factor 0.85 Dauping Ratio (beta) 0.01. Alpha 11.50 Zg 70040 ft At 0.09 Bt 1.07 AM 0.11 Bin 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: gave Height - 70.00 ft OR: 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 ractpr Category I Rigid Structures - Simplified Method Gustl: For Rigid- Structures * (Nat. Freq. >1 Hz) use 0. 85 0.85 Gust Factor Category ZZ Rigid Structures - Complete Analysis ZM: 0.6*Ht 42.00 ft lZM: Cc* (33/zra) ^0. 167 0.14 Lzm: 1*(Zm/33 )A Epsilon 669.89 ft Q; (1/ (1+0. 63* ( (B+Ht) /L=) AD. 63) ) �0. 5 0.91 Gust2: 0. 925* ( (1+1. 7*1=*3.4*Q) / (1+1. 7*3.4*lzm) 0.89 Gust Factor Su=azy Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, CCFi . GCE3i Internal Pressure Coefficient +/-O�18 Figure 27.4-1 External Pressure Coefficients Cp - loads on Main Wind -Force Resisting Systems a� dl� L Zuhair M. Jalloul, P.r Rodda Consulting Engineers. Inc. T34 NW '161h Sbieraulte 1 Boca Raton, Flodda 33q2 ��O�ne--561) �353-1 152 z 1E Kh, 2.01*(Ht/Zg)A(2/Alpha) Kht: Topographic Factor (Figure 6-4) Qh: .00256*(V)A2*1*Kh*I(ht*Kd Cpww: Windward Wall Cp(Ref rig 6-6) Roof Area Reduction Factor based on Roof Area SAND DOUAR SHORES CONDOMINIUM 1b] 1.35 1.00 50.81 psf 0.80 7200.00 ftA 2 0.80 bROW-Wall, Pressures for Wind Normal to 160 ft wall (Nozmal to Ridge) wall CP Pressure Pressure ------------ +Gcpi (Psf) ----------- -0091 (Psf) ----------- Leeward Wall -0.50 -30.74 -12.45 Side Walls -0.70 -39.38 -21.09 Wall Elev RE Kzt qz press Press Total. - - - -------- ft Paff +GCPi -GCPi ---- - - +/-GC�pi --------- - 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 2.34 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 55.0 Windward 62.00 I.M 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 �4.00. 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 46.00 1.25 1.00 47.24 22.97 41.27 53.72 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 Windward 40.00 1.22 1.00 46.10 22.20 40.50 52.95 Windward 38.00 1.21 1.00 45.69 21.92 40.22 52,67 Windward 36.00 1.20 1.00 45.27 21.63 39.93 52.3� Windward 34.00 1.19 1.00 44.82 21.33 39.62 M07 Windward 32.00 1.18 1.00 44.35 21.01 39.30 51.15 rc - i/c. som-f/jg Florida Consulting Engine jjn�, -�i- -f)134NW16thStreetU Bom Raton, Florida 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 SANDDOLLARSHI,, ;CONDOMINIUM 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 19.12 37i4O 49.85 40.87 18.64 36.94 49.39 40.22 18.14 36.43 48.88 39.31 17.58 35.88 48.33 38.87 17.29 35.58 49.03 Note. 1) Total = Leeward GCPi + Windward GCPi Roof - Dist f=M WiUdOraVd Xfte Cp pLassurs presence +GCPL(Psf) -GCP:L W) 0.0 ft to 35.0 ft -1.04 -54.07 -35.77 35.0 ft to 45.0 ft -0.70 -39.38 -22.09 NNM-WaLl Pressures for Wind Normal to 45 ft wall (Along ]Ridge) wall Cp Pressure Pressume +GCPi (Psf) -GCPL (ORE) - --------- - Leeward Wall -- -0.22 -18.75 -0.45 Side Walls -0.70 -39.38 -21.09 wan alev xz xzt qz press press Total ft Psf +GCPL -GCPi +/-GCI)i - - - - ------ - -- Windward ------ 70.00 ----- 1.35 ----- ------- 1.00 50.01 ------- 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 K 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 1: 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 2.27 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 45.0 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 Windward 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 38.29 Windward 22,00 1.20 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 36.98 Windward 16.00 1.04 2.00 39.31 17.58 35.68 36.33 Windward 14.00 1.03 1.00 38.87 17.29 35.58 36.03 Vote: 1) Total - Leeward GCPi + Windward GCPi, Roof - Dist from windward Edge 0.0 ft to 35.0 ft 35.0 ft to 70.0 ft 70.0 ft to 140.0 ft Cp Pressure Pressure +Gcpi (POP -Gapi (PIf) -0.90 -48.02 -29 73 -0.90 -48.02 -29:73 -0.50 -30.74 -12.45 ice Flodda ConsuNng Engineers 134 NW 16th Met Sulk- SAND DOLLAR SHO!" DNDOMINIq m Boca RaWn, Flodda M. 7430 South Ocean Drive, Jenson Bea#h, fqorida Phorfe: (561) 353-1 B-2. 140.0 ft to 160.0 ft -0.30 -22.10 -3.81 Paxapet: Qp: Pressure at Top of Parapet 51�119 psf �Type of Parapet Solid Top Elev. of Parapet - 3.00 ft L9 psf Parapet -Windward 76.78 psf -Parapet-Leeward Press = -5 0S-.0, 4 f' 4A NECANInd Version 2.1.1.4 ASCE 7-10 Developed by ISCA EntelPrises, Inc. Copyright 2014 vw.mecaenterprises. Date Project No.. conpany Zuhair M. Jallouli P.E. Address Designed By cit Florida ConsullIng En Ineers, Ine. Description SAND DOLLAR SHORES Y -cust�, Sam, State 134 NW 16th ShW 7430 South Ocean D-rlvi SUIS I z6,atim File Lo Boca Raton, Flodda 33432 t.wnd Phone: @61) 353-1152 29 2a ..a . . a . I - a 2 3 3 2a -------------- 2 a '-T -------------- 2a 3 3 1 2 J WAS > 60 & Roof Wind Pressure on Components and cladding (Ch 30 Part All pressures shosm axe based upon ASD Design, with a Load Factor 13) 6 Width Of P%'Gsst=e Coefficient Zone Pau = 4.5 ft Description Iddth Span, Area zone Idaz Min Mz P min P Elev -- - - ft ft ft42 . GCP GCP 3POf 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 -119.79 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 gone 5 10.00 2.00 20.0 5 0.90 -1.80 54.88 -100.61 70.0 NIMMS 3.00 3.10 9.3 4 0.96 -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 1 3� Psf Qhcc:.00256*V�2*Khcc*Kfit*Kd 50:8 Parapets Components a Cladding (Ch 30 Part 4, Para 30.7J.1 2) ar Pressures taken from Table 30.7-2 at top of Parapet and multiplied by r os e -PI Exp u Adjustment Factor (EAF =1.147), Topographic Factor (Kzt: = I.DO)! and Reddetio Factor 1 to, (RF � 1.0). The effective area for the parapet is 10 sq ft J0.929 sq m -, :: a'! . to conservative, which makes the Reduction Factor 1. g.t Florida ZUhaIr M. Jalloul, P.E. Flodde Consulong Eng no, no. T34—NW 16th —Str&K iulte . Boca RaWn, RoOda 33432 (661)353-1152 Windward pmpd LcadCaWA lh N SAND DOLLAR SHOR6 uONDOMINIUM 7430 South Mean Drive Jenson c14 Florida Laward paraW LoadCaoB Top orparapa Load Case A - Apply Positive Wail Pressure to Front and negative roof pressure to back. pl: Positive �Iall Pressure on Front of Parapet (Zone 4) 63.59 psf pl: Positive Vall Pressure on Front of Parapet (Zone 5) 63.59 psf p2; Negative Roof Pressure on Back of Parapet (gone 2) -127.53 psf p2: Negative Roof Pressure an 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 Wail 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 pBf 63.59 psf -55.52 psf -101.83 psf 4��l �fz//4 . e F,L-. 1� I C. Iff J z WC MCANind Version 2.1.1.4 ASCE 7-20 DeVsIcPGd AY JM RatexpxIses, Inc. CopyrIght 2014 wwv.maca aterprises.com i vate Project no.. CcMany 75uhair M. JaIIOUI, P.E. Designed By Address RoOda Consulfing ftneers. Inc. Description city ame SAND DOLLAR SHORES ONDWINIUM state 134 NW 16th B". SUb I --Pr-wi-L-0ca-tion 7430 South Ocun Ddy4 Jenson Beach, Florida rue Lo BoCa Paton, Flodda 33432 t.und phone. (561) 353-1152 ff a 2Et 2a h 3 3 a 2 2a 1.2 2 3 2a WAS Jfi&U>60fL Wind PCOBSUM On CWIPMOUts and CUdding (Ch 30 Part 13) All pressures shown are based upon AsD Design, with a load Factor 6 Width of Pressure Coefficient Zone Pan ft Description Width Open Are& Sone Max Ian am P I" P new ft ft ft^2 --io-07-i G6V GCP W paf et - ------- ---------- zone L .00 20.0 1 00 -1 '31 16. -75.79 0 70.0 zone 2 10.00 2.00 20.0 2 .00 -2.18 16-00 -219.72 70 0 i Zone 3 10.00 2.00 .20.0 3 .00 -2.18 16.00 -119.72 70:0 1 zone 4 10.00 2.00 '20.0 4 0.90 -0.90 54.68 -54.86 70.0 zone 5 10.00 2.00 20.0 5 0.90 -1.90 54.98 -100.61 70 0 TIMONS 3.06 3.10 9.3 4 0.90 -0.90 54.80 -54.88 70:0 WMOWS 3.00 3.10 9.3 5 0.90 -1.60 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 6.10 20.1 5 0.90 -1.80 54.86 -100.65 70:0 1(hcc:Comp, a Clad. Table 6-3 Case 1 Qhcc:.00256*VA2*1(hcc*I(ht*Kd 50.81 psf Parapets CwWonents ra Cladding (Ch 30 Part 4. ParaL 30.7.ij'2) Pressures taken from Table 30.7-2 at top of Parapet and -multiplied. by. Exp osuJe Adjustment Factor (EAF =1.147), Topographic rat:tor (Kzt = 1.00) and Rejactio.1' -Factor (RF = 1.0). The effective area for the parapet is 10 aq .7 I Y.O, Ue conservative, which makes the Reduction Factor 1. 4 Zuhalr M. Jalloul, P.E. i RormacenswuggEngim 1A 0 134 NW 10h ShLVL Sub I Sm RaWn, Rodda 33432 90—n—O.— (66-1) —35-3-1152 W-mdwad paripet -LOMICaWA P1 N SAND DOUAR SHORES CONDOMINIUM 7439 910 ftatt QrIve n Bea�h A jengq _,Florlda LftwwJ pwapet LoadCmB T*Pofpuvd I Load Case A - Apply Positive wall Pressure to Front and negative zoof 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 an 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) - 63.69 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 IV .75,*14C MCKWind Versio n 2.1.1.4 per ASCE 7"10 n.� " f�a zno. CtiWight 2014 ww.r'zeCaehter�r.1s".wM Date ZAalr M. JaHOO-1, P.E colva Rodde ConsWUn Project No. Afte j'EngIneem. hm Design" By SAND DOLLAR SHORES CONDOMINIUM cit� 134 Nw lam w"; suk.1 Description customer Yam 743OSouth Ocean DriveJenson Beach, FlOrIda stati B01:6 Rftn, Plotda'33432 Pro Location FLU PhdrfG-' . . AU ftj tO SuLlding (Ch 27 Paft 1) Al 1 P-ressures ShOm.are based AM D�sjgp, with a Load Fac'toz of . ..ipon Basic Wind Speed(V) 170.00 mph .6 Structural Category II Exposure Category D Natural Frequency N/A: Flexible Structure PIC =Factor 1.60 ;:tio Ed.Directional Factor 0.185 n (beta) d.01 . . Alpha 11.50 At Zg 700.60 ft 0.09 AM 0.11 Bt BM 1.07. cc 0, is Epsilon 1 0.80 650.00 ft 0713 Slope of Roof 7 0 :'12 Zmin Slope of Roof (Theta) 7i(jO ft 00 Deg Ht: Mean Roof at 10.00 ft RHt.- Ridge St Type of Roof . Monoslope 70.00 ft OR: Roof Overhang at.Zave- .00 ft Eht: Eave Height Roof Area 70.00 ft 7200.00 ftA 2 Bldg Length Alon I g Ridge = 16().00 ft Bldg Width Across Ridge= 45.00 ft ft8t V&ct0r.CatQg0zY X Rigid 5tructumea Simplified Method Gustl: For Rigid Structures (Nat. preq.>l Hz) use 0.85 0.85 Gust Factor categazy 11 Rigid Structures - Complete Amlyaig, sm: 0.6*Ht 42.00 It 1=; Cc*(33/Zm)-o.167 0.14 Lim: 1*(7m/33)AEpsilon 669.89 ft 0. (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*1=))' 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 Table 26.11-1 MmternaX presence Coefficients for Buildings, Gapi QCPi : internal Pressure Coefficient . - +/-0.18 Figure 27.4-1 Extezma Preamm Coefficients CP - X-Oaft an Main Wind -Force Resisting System FA fA F!" I? OCDO rmt P P 1 ct It 00 �Om F 6 6 0 loot d . I 040to I cac I cr I rt 1011111111111111 1 1 1 0111,1111,1111, Man a a aim aa Hp -a al -J?41 EQ 1:4 M q 66;� L lllwwwwwww&&�"" wwwwwMwM,,Qm ww,3"MwPw moo 6tot It ct w FF 00 OIL :46 00, 0,ml 0. OIL Ila H . . . . NNW &Mwc"��w 66666666 0042accom rrrrrrrr cogo..mig W� wo"wo w � 1� w � w � " 66666666 00000000 9p I I I '4113. V-� G,-,; z z Raft Conguipp E oar -'Ir. 134 NW 161h Street SUV Bow Ratm, Flogda 3k� SAND DOUM SHOL� XNDOMINIUM FhOFW (5-01) 353-1 i —52— 7430 South Omn Drive, Jenson w,4�,Flofida 140.0 ft to 160.0 ft -0.30 -22.10 -3.01� pam"t: Qp: Pressure at Top of Pi apet Type of Parapet Mid Top Elev. of Parapet 3.0;fltl-'�19 Psf Parapet -Windward 76.78 pef ParaPOt-LeeWsrd Press zi� -51.19 psf IvAr/t// /.e..