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Home My WebLink AboutPROJECT INFORMATIONSCANNEL BY St. Lucie Coinf LVMWwAN.LUGL VC=.16on pew mas -.Lv -�--',esl Xac. Capyright 2014 �.macaentezprises.c= Date ZuhWr M * . Jalloul, P.E. Project No. MEN F1oflda.Con8U*9 Englneem lim Designed By. SAND DOLLAR SHORES CONDOMINIUM cao'n" 134 NW 10 SMIK Sufte 1 poicription ity custmem Name -7430 South ocean Drivejenson Beach, Flofida State Bow Paton, Floflda 33432 Proj Location Mona: (56-1) 353-1152 Ult.wad _P�� All Heights Building (Ch- 27 Part 1) ALL Pressures shown axe based upon ASD Design, with a Load Factor or .6 Basic Wind Speed (V) 17.0.00 mph Structural Category IT Exposure Category D Natural Frequency N/A Flexible Structure No Importance Factor 1.00 Ed 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 = Nonoslope RHt: Ridge Ht 70.00 ft Ebt: 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 Rz) use 0.85 0.85 Gust Factor Category XX Rigid Structures - Complete AnalYsIS ZM: 0.6*Ht 42.00 ft lzm: Cc*(33/&Q�0.167 0.14 Lzm: 1*(Zm/33 )A Epsilon 669.89 ft Q: (1/(1+0.63*((B+Ht)/LZM)Ao. 63))AO.5 0.91 Gust2: 0. 925* ( (1+1. 7*1=*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 Internal pressum Coefficients for Buildings, Gcpi GCPi Internal Pressure Coefficient Figure 27.4-1 External Pressure Coefficients. Cp - Loads on Main Mind -Force Resisting System r-L L�� J14 ". - 11 L pill lob I 00000000 001 r AL vowegRo Q� 0 ;g 0 It V� H it '.. � . 6 �t� 0 m la-o�a 0 w :3 "0 H Lqq * rt 0. �5 A 0 > lot I-h 0 0 14 In *i 0 11 0 H H a a -j (11 C) W Ffi N t-1 2-01 CA -4W i mmo 6 6 6 CD Elk ggg 0' 0 0 0 OOQQQ.Mo a 06006665 0 !4 t4 r r r !, tj r !A !j r rA !4 !4 !4 owl + QQOOOQQOOOOOOO 0 ... 0.0000.0 ww�"�... %L WWOO W -4 1 0001 0 Ml . P. liq -lao 1 C3 W-3HW f I a at . . . . . . . ... . . . . . . . . . . . . . . . + 0 W�Qw 0 W"OM wow �pr I i + I lit 1 0 W M It ct rt 00 " W mo 66 9 Pt I I CA. 1 :4 6 W .4 I Igloo I F FF Pw F 0 M., Oamocos B r rA r r Clam ww� . . . WWQQHw"WW 6 L) �- 6 6 ;� :j Z., 6 ,�JQ===99 I ;0 Zn Zo Za'm MgtA&OWOW �WQm�,- 6 6 6;j �n 6 i. WWW�WWWMM 911,09 to Florida ConsuNng EnCines-m 134 NW 16th Street Suite Bom RaWn, Florida 3M2 Phorfe: (561) 353-1152 140.0 ft to 160.0 ft SAND DOUAR SHORI NDOMINIOM 7430 South Ocean Drive, Jenson Bea#h, Florida -O.iO -22.10 -3.81 pampet: 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 = -! FL�_ 19 psf 19 psf MECAN:Lnd Version 2.1.1.4 ASCE 7-10 Devalcped by MCA Enterprises, Inc. Copyzlght 2014 wMi.macaentexpTises. con Date Project No.. CmVany Zuhair M. Jellouli P.E. Designed By Address Floede conswung Engineers, Inc. Description city --tmpr Name : SAND DOLLAR SHORES state 134 NW I ft Shwt Sufte 1 ProJ Location : 7430 South Ocean Drivi Me Lo Boca kalo, n, Florida 33432 t.wnd Phone: @61) 353-1152 29 2a I U . . a . I was 94&> 60 & a 2 2 P-11 a 2 Roof Wind Pressure on CaMonents and Cladding (Ch .30 Part JUI pressures shown are based upon ASD Design, with a Load ractar Width of ftessure Coefficient Zone Pa" - 4.5 ft Description Width Span Area 2=9 Maz Me Maz P min P Elev ft ft ftA2 . GCp Gcp psE Psf ft Zone 1 - ---------------- 10.00 2.00 - ---------- 20.0 1 - ------ .00 -;L.31 - --- - --- - - 16.00 -75.79 ----- 70.0 Zone 2 10.00 2.00 20.0 2 .00 -2.18 16.00 -119.71 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 WIND007S 3.00 3.10 9.3 4 0.96 -0.90 54.88 -54.88 70:0 WMDOWS 3.00 3.10 9.3 5 0.90 -2.80 54.88 -100.61 70.0 DOORS 3.00 6.70 20.1 4 0.90 -0.90 54.86 -54.86 70 DOORS 3.00 6.70 20.1 5 0.90 -1.80 54.86 -100.55 70:00 Khcc:Comp. & Clad. Table 6-3 Case I Qhcc:.00256*V�2*Khc:c*Kftt*Kd 3� PSf 50:8 Parapets Components a Cladding (Ch 30 Part 4, Para 30.7.1 7017 k7lll 6 Pressures taken from Table 30.7-2 at top of Parapet and multiplied by Exposure _ Adjustment Factor (EAF =1.147), Topographic Factor (Kzt - 1.00) and Reductior Factor (RF � 1.0). The effective area for the parapet is 10 sq ft [0.929 sq 1; el! .3� .�O conservative, which makes the Reduction Factor 1. N Florida 3 ZuhWr M. Jalloul, P E. Flodda Consulting Engine 134 NW 161h Steet Suite I Boca Raton, Florida 33432 Phone. (661) �353-1 152 windwaw pampet LoadQwA Ih P$ SAND DOLLAR SHORE!, u,�NDOMINIUM 7430 South Ocean Drive JensoR Beach, Florida Imm-ard parqa Load Cam B Toporparqd Load Case A - Apply Positive wail 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 ease 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 XECRWiimd Verslon 2.1.1.4 ASCE 7-10 Developed by X= Satexpr1ses, Inc. Mpyright 2014 www.mecaentezprises. Date Project No.. com compow Aheir M. MIMI. P.E. Designed By i Address Fladda ConsulItIng 99M Inr. Deicrlpfdou City 0 name : SAND DOLLAR SHORES CONDOMINIUM ftato 134NVIrleffishvAsubi ";;;i_Z;,_ati*n : rue X0 13008 !!tn. Flddda 33432 t.smd 7430 South Ocean Drim Jewn Beach, Florida (551)353-1152 a 23 2a F11 a 2 11 3 ;1'1 3 r 2 -i� a 4F- 3 '-T -------------- 1. --'3 2a 2 Web Rw -Vind Pzexsuze an Components and Cladding (Ch 30 Part 3) AZI pressures shown axe based uPOn ASD De-919n, w1th a Load Factor 6 Width of pressure Coefficient Zone PeOl = 4.3 ft Dameziption Vidth Spm Area Sam W= Uln ftz P Mtn V Slav ft ft 9t^2 Sep wo Va w ft - -------- - ------ Zone 1 10.00 2.00 20.0 1 ..00 -1.31 16.00 -7S.79 70.0 Zone 2 10.00 2.00 20.0 2 .00 -2.18 26-00 -119.72 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 54-08 -54.88 70.0 Zone 5 10.00 2.00 20.0 5 0-90 -1-80 54.88 -100.61 70.0 WINDOWS 3.00 3.10 9.3 4 0.90 -0.90 54. eS -54.88 70 a 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 -100.66 70.0 1 Mkcc,.Comp, a Clad. Table 6-3 Case I Qhcc:.00256*V^2*1(hcc*Hfit*Kd 50.81 psf Parapets CaMoMmts & Cladding (Ch'30 Part 4, Par& 30.7.li12) Pressures taken from Table 30.7-2 at top of Parapet and zultiplied. by.. F�xp . qsuJe Adjustment Factor (KAF =1.147), Topographic Fadtor (Kzt - 1.00),awd Re ati*- Factor (RF = 1. 0) . Vie effective area for the parapet is 10 sq V, YIP conservative, which makes the Reduction Factor 1, Zuhair M. Jalloul, P.E. ConsAng ka Lmeer 134 NW_ i&h Sm3K Sub I Sm RaWn, Rodda 33432 Phone. (661) 353-fl-52 LoadCaWA P1 N SAND DOLLAR SHORES CONDOMINIUM 7440 9!0 Q!9;n Rplve gn ae��Fl.of.ida Jenj Load Case a - Apply Positive Wall Pressure to Front and negative X*of 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 pof 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 pof p3: Positive Wall Pressure on Back of Parapet (Zone 5) - 63.59 psf p4: Negative Wall Pressure on Back of Parapet (gone 4) = -55.52 psf p4. Negative Wall Pressure on Back of Parapet (Zone 5) = -101.83 psf -IV ?Y*/4c I IdECANind VewGion 2.1.1.4 POW ASCE 7�10 for* Zoe. ctinwight 20.14 Date mud.r.4 J600,01, RE coma Rodda GoneUllind Engkwi% hm Dosigned By - ca"" 134.NW IN sbut, &5-1 SANP DOLLAR SHORES CONDOMINIUM statf fti R*n, AoftI3432 N30 SoUth ocean Drive, Jenson Beach, Florida ity cua Vzoucation.-- 1)353-1 U=aatlowd *X-O-Cadiii�au Neigh to BUIULLUT (Ch 27 Paft 1) - All pressarw ahoware based.dpon ASD Design, with a Zoad yactox of .6 Basic wind Speed(V) 176. 60 mph Structural Category !I Exposure Category D Mat 3iral Frequency N/A � . Flexible Structure NO Importance Factor 1.00 Kd.Direr-tional Factor - 0.95 Damping Ratio (beta) 0.ol Alpha lli50 Z9. . = 700.00 ft At 0.09 Bt AM 0.11 sm 1.07. cc 0.80 0., is I 650.00-ft Epsilon G"13 Xmin 7i( . jO ft Slope of Roof 0 :412 Slope Of Roof(Theta) . 00 Deg Ht- Mean Roof Ht lo.00 ft, Type of Roof Nonoslope Ridge Ht 70.00 ft Eht: Eave Height 70.00 ft OH: Roof Overhang at.zave= .00 ft Roof Area 2 7200.00 ft^ Bldg Length Along Ridge = 160.00 ft Bldg Width AA�ross Ridge= 45.00 ft Gust Factor Category I Rigid Structures simplified Hotbed Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 . 0.85 Gust Factor Categazy 11 Rigid Structures - Conzaste Analysis Zm: 0. 6*Ht . 42.00 ft lzm; Cc*(33/Zm)-0.j67 0.14 Lzm: 1*(ZM/33)^Epsilon 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 *a) / (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 Maternal pressure Coefficients for Buildings, Gckoi GCPi internal Pressure coefficient Figure 27.4-1. External 1weasnre Coefficients Ca - Zdmft an Main WIn d-Force Resisting Sysih- 9 00 00 cool I I I I WIN lei i B 0 L 9. 036 M M a a 4p L:4 6 za;n �!t 6tct, ct ct ft 00 't & w FF 00 U) cn w 0 66 a �4 5 t I 6 6 6 WOM'sorowwal �A ww��at&"� !0!0?!*. . !31:0:4 mW13wm,gQwm , � �00,3w , . btwwwwwwww AASO&ww�w am wwcow� 6LIMIU)"06, * * a mc� Rod& Consulfing Knpqr---, -)r. OO134 NW 10th StreK SON SAND DOLUMSHOR�� -,3ND0MINIdM BDNRdm Flaft 33432 743OSouthOmn DrNeJenson Rod& 140.0 ft to 160.0 ft -0.30 -22.10 -3.01 QP: Pressure at Top of Parapet 51'!19 psf Type of Parapet Solid TOP Elev. Of Parapet 3.00=ft Parapet -Windward 76.78 psf ParaP8t-L8award Press -51.19 psf 4&