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HomeMy WebLinkAboutPROJECT INFORMATIONUS Engineering Calculations Pagel of 8 (DCogan --- Prolect SCANNED BY St. Lucie County Dual To Loalon [1921] Mid -Florida Material Paul Sutherland Handling Inc. 58015. us HM 1 9856 S. Orange Avenue FORT PIERCER Orlando, FL 34982(USA) 32824(USA) Phone: 407.859.8750 Fax: 407.851.0907 Attention: (13711 Paul Sutherland Email: paul@mimh.net 407.859.8750 Fax: 407.851.0907 Email: Paul@mfmh.net DEEP 1 0293038 Rev 0 3/28/2017 14:27 PM Page 1 of 7 Design Criteria Seismic Data Wild Capadty (U.D.L Live Load): 125 PEP Zip Code 34982 load Capadty (U.D.L Dead Load): 10 PSF Seismic Perrenbge 2.50% Max Vertical Deflection: t/300 V (kips) 6.513 Height: 124' Deck SS .0670 Surface 2,762 sgft S, .0290 Weight 17,258.00 L6s Bracing Nnee Max Requlmd Join Sparing 52• Minimum Required Beam Size a - Minimum Required Post Size 5• x 5• girrup' D MAR 31 20i? C ^ 1 i1T71NG Luce (/Vl St. Lucie County, FL > � fe•y� q� �Q0000p0°� NOS BORE s� a°N S� %N e 0. !;sn63 �`•. STATE of- .. ;- Q F�OR1...... IVAL 10AH 2 8 2017 http://portal.cogan.com/Webservices/GetQuote.ashx?id=29303 8&Design=9&format=MP... 3/28/2017 US Engineering Calculations'. Page 2 of 8 (D- Cogan POSTS %.sx5 (H) 45Y DD P3.5 91CIC 66-CJC P4: Sx5(� y P5:5x5(H) Po)' % P3 P33• P1:5x5(z1) Po: sxS) } ! P9:SxSodM) I %1:sx5(H) Iyi %3: Sz5(41 ! %3:Sz5M) ! %4:s xs(.I) } %s<szs(H) %s: sx5M) %T: Sxs(x1) z �- MID Sz5(x1) %9:Sx5(H) P31 :Sx5(xt) I I� P22:Sz5(H) 1pyq pDaxS(H)- BEAMS (. ' BB: CID -1)6'M) - 3' Po 6-M B1:Cl2 -6) } B2:C12-tar (z37 84 a16 %:CI6-13r(4) "Ip�In' W:CC16 A]6'IH1 8,R'AI B]: 06-132-(K3) W:DC14 .176'(4) i W:DC14-t32'[H) BI1:DC14 -t II'(xt) 4 I s" C12 -1SWN I } B13: CI3-13'2SM) !i 8t4: CID BIS: CID -1]P M) �! BID: CID .6rg (�! ) BI):CID -2r(H) JOISTS ( } ! %6' % %8 A:Cl2-INZM) : C12-16WD i I� nC12-1ME-(H) A- J6:C12.18r5xlb '- - JB.C12.18r(H1 .. .. %9 PID AD Cl2.-18r(x1) J1o: aw 8 h PH PY 02.18r(x1) J12 C12.188SM) 1� .1WSM) 1 A3-cs J13:CI -arm) -{ I —32n"C_F J14:CH-108SM) f59TCC11P�_ AS: C8.41SM) J16:C1D-159S(H)� A B C'. E;ti JI6:02-IW�Y(H) r A :C12.1 W.S(Hj .. M: C1] -1 W V (H) m fce-i (o) J32: C12.158S(x6) Plan View http://portal.cogan.com/Webservices/GetQuote.ashx?id=293038&Design=9&format=MP... 3/28/2017 US Engineering Calculations ' Page 3 of 8 DEEP 0 0293038 Rev 0 ����rr .IS, Cagan 3/28/201714:27 PM 'u":,•'>""u`•"n Page 3 of J Simply Supported Joists Design Criteria Live Load [psf]: 125 Dead Load [psf]: 10 'all �i Maximum Beam depth [in]16' : II Ifl i : Max Vertical Deflection: L/300 a z Fy[lod): 50 rwsra'+v:'.tJ+M.I E [W]: 29,000 lols05rhedule Shear Moment Vertfwl Resistance Resistance Deflection V M lolst Qtv Length [it] [ft-Rl 3olst Selection Weight UDL Y1117. JO (2x) 187' C12 x 7.4 (new) 115.01 fee Graph eR arp 'sL la -, Anvml:un 31 (1z) 187' C12 z 7.4 (new) I15.01 lbs Gagn N�olr-t In-:".. e.A: It, S.!.i 4.:Iu r1:O.J9 32 (Ix) IBJ' w,u,.r C12 x 7.4 (new) 115.0111s G.oh •1:11.95 ....::9.T2 NIPYYSIi:O.!•: 33 (Ix) 187" C12 x 7.4 (new) 115.01 Not,Graph p .,:: n.a AXevau ae: V!, 3.17 •I: Ia k: .. n: 0-a5 34 (4z) 387' C12 x 7.4 (new) 115.01 Its Graph !•Iiu+aSl,:p.6: v1: H 35 (Ix) SBJ' C22 x 7,4 (new) 115.01 lbe Graph vr11:.9J +.rk2Tx 4Jnr,6,rn,5: \Y: 9.1� A:a•lal: i:.al J6 (2x) 197' C12 x 7.4 (new) 115.01 Oft; Graph 1, 11.A9 X.: 2,.i2 Alluv,:In: C.M1: <- ]J (Ix) IBJ' C12 x 7.4 (new) 115.32 Its Gm'h vt:503 '!. 2Lt,i ACC�al:O.ii is (Ix) 18]" �s C12 x 7.4 (new) 115.32 lbs Graph 19 (Ix) 187' C32 x 7.4 (new) 115.32 fee GmDh 310 (Ix) 187' C12x 7.4 (new) 115.32 Its Grath 311 (1z) 187' 0iP m{iwmo C32 x 7.4 (new) 115.01 Ibs yl@ph In. _ I.II"+aFI,rC.M1: J12 (1x) 187" Cia x 9.3 (new) 144.591bs rG aon Yr11Y.t! .... a:.Y'a .V'.1-Y, 14!: If, a.9J 313 (Ix) 97" w CS 5.4(new) 43.651bs Graph Anm1: 0.50 314 (1x) 187' eeNerearea C14 x 9.3 (new) 144.54Its Graph )is (Ix) 42' s bxea�. R001 CB x,S.a (new) 38.681bs Graph Tllau,S u.4.1, lYr 9.5J •tir144J G<wd: p.}ir 316 (1x) 160' r'n ewlea. CIO x 6.7 (new) 89.05Ibs G[aph 4.17 317 (Ix) 160' CIO x 6.7(new) 89.05 Its Graph 318 (Ix) 187' P'""" ..=n.n. C12 x 7.4 (new) 115.01 One Graph V, a.,, n ,rvIL 11.31 119 (Ix) IBJ' ® � C12 x 7.4 (new) 115.01 Its Graph ,r: uos .-s.re anoxsw:v: Vft 120 (Ix) 187' ® `�' '�' C22 x 7.4 (new) 115.011bs Graph .n I:." v.::2J.-1 Afe, I'lulr.£: 4'f: 0. to v,a ..u,P O.w J21 (Sx) 27' C8 x 5.4 (new) 12.15 Its Gr2 VI: ar" 322 (6z) 187' �" C12 x 7.4 (new) 115.01 Ibs Graph ...,,.... Al...t:..v.e: 323 (Iz) 187' we.e"ex C12 x 7.4 (new) 115.01 Its Graph 324 (llx) 187' C12 x 7.4 (new) 115.01 Its Graph .a:..,.bh: aa: RS (Ix) 163' 1°"" a CIO x 6.7 (new) 90.731bz Graph Vr: faalL 2x A:,au 21u.o 5. 326 (3x) 187' C12 x JA (new) 135.321bs Granh http://portal.Cogan.com/Webservices/GetQuote.ashx?id=293038&Design=9&format=MP... 3/28/2017 US Engineering Calculations Page 4 of 8 DEEP > 0293D38 Rev 0 ®; Cogan' 3/28/201714:27 PM Page 3 of 7 Steal Moment Vertical Resistance Resistance DefleNon V M Joist Qty Length [k] 1ft*1 Joist Selection Weight UDL 327 (4x) 187" "'' 1. awaowacff C12 x 7.4 (new) 115.32 Its Graph iri ll:fY .t. Vl: ]95 4t: Si• oven 0.14 328 (2z) 97' Ce x4(new) 32.331ts Graph 1,wfl:00, 329 (2x) 42" ® CS x 4 (new) 13.83 Its rG eoh 330 (2x) 160" C10 x 6.7 (new) 89.05Its Graph K, I.S. W, z J31 (2x) 187 =a.ssa. C12 x 7.4 (new) 115.01 Its Ganh Yrr II.d6 .ter, .... i2 PlieueM1le: 1.1: http://portal.cogan.com/WebservicesIGetQuote.ashx?id=293038&Design=9&format=MP... 3/28/2017 US Engineering Calculations Page 5 of 8 DEEP a 0293D38 Rev 0 49, Cogan' 3/28/2017 14:27 PM ,urr.�uarruv.w• Page 4 0/ J Simply Supported Beams DeeJgn Criteria live Lead [psfj: 125 Dead Load [psfjl 10 - Maximum Beam depth[In]36' 1 : Max Vem.1 Deflection: U300 Fy[ksl]: 50 E (ksi]: 29,000 Beam Schedule Shear Moment Vertical Resistance Resistance Diffraction V M Point Loads Beam Qty Length [k] [ft-k] Beam Selection Weight [kips] BO (Ix) 178• M-+k+c-. '"{ C16 x 10.3 (new) 152.781be, Graph BI [Ix) 66• yr C12 x ZO (new) 40.7 Ibs Graph.-?R 1 AlhvbN. o.Y: rli-t B2 (2x) 132• war:. °"� C12x 1.9 (new) 81.41bs Graph 1:.:5 Fir: RY.'_ Allcvrl l[rnea V(::T.St Mr. 3L]R , a�rl:0.i4 B3 (Ix) 178• DC16 x ZO.6(new) 305.57 his Graph Vr: 11.1. Mr :'MA,l 4Y: iM121 Was,?9 Yf,; R21 B4 (Ix) 132• �tl9w C16 x 10.3 (new) 113.3Its Graph Vn ti.Gs Mi Al-tl.:4Ir If. i:l i+ e.111.C.1: acaul: u'<i BS (2x) 132• Cl6 x 10.3 (new) 113.3 Its Graph .,!a.ez A� B6 (Ix) 178•1°""M DC16 x 20.6 (new) 306.91bs Graph tr:2e.va nr aase Aur•.al., a.a=. - B7 (3x) 132' C16 x 10.3 (new) 113.31bs Graph ril-0er0.5 �f: I4 iF Y!:?w i. A1u11:0.1E Be (lx) 178• m®sm ,vim OC14x 18.6 (new) 275.91bs Graph 1, 11.RS W•Zi.Ou / 99 (lx) 332• DC14 x 16.2 (new) 178.21bs Gra21 1, r'a.el M,r :•9.,v n Rl,; per BID (Ix) 17r wrMi' Ir-, to 1°m"wir' DC14 x 16.2 (new) 240.3105 Graph all (1.) 132•0'1°"mom `®==ofinwon DC14 x 16.2 (new) 176.2 his Graph ll alsif Mr, t9.:: I.t... Lt.. 4e, 41r Sh3 W, 21.:1 Ili., I111 B12 (1x) ISF "®" r ® C12 x 7.4 (new) 95.891bs Graph 4r: 11'35 Mr. •19.?i i:Ice v41e: M15: B13 (lx) 133'""v'""" C12 x 7.4 (new) 81.71 Ibis Graph errltra M.: c=.e2 Au:.+.Ia:c.+. M41L11 A:we1:0,91 814 (Iz) 174• wrwwwwwww CIO x 6.7 (new) 97.15Its Graph Ii:x14.?1 It,. 11121 RnaY:llx:0.52 If: 411 Pi;13P BSS (1z) I74• ® C10 x 6.7 (new) W.15 his Graph Yr: 131: rd:•Il'[:i Allc+,.`.Ia: L`.St 4Y: Lei Wr L.L Ittlll: J 3. Bifi (1x) 66• i `4R1 ' CIO x 6.7 (new) 36.85 ibs Graph Yr: ll.il Mr: ]1Ei Alev.l.h rr�'11 VI, 5U .fir 0.0Z A1-16f d B17 (Ix) 22' CID x 6.7 (new) 12.28 On, 01aph Ili t3..3 Nr:3.i-'Y3 6Aluv,i ivr JD" http://portal-cogan.com/WebservicesIGetQuote.ashx?id=29303 8&Design=9&format=MP... 3/28/2017 US Engineering Calculations, Page 6 of 8 �. Cogan, Columns V•Sn I i sde,x Eewj �.� u•rz •m: Column Schedule Design Criteria Min. Column Size: • x' BMW Type: Knee Stmdum Heright [in]324- V [as kP]: 2.50% Fy [ksi]: 50 E [ksi]: 29,000 Cmy: 0.89 Cmx: 0.85 Unfactored Axial Loud Uniactored Moment let haze Unfactored Shear let base Column Qty Prom do Lu K Case Case Case PU. POL PEQ! PTetal Mu MDL ME9:MTotal VTotel Column Baseplate Anchor [kips] [kips] 1 2 5 [kiPs3 [kips] [kips]; [Mps] [ft-k] [ft-k] [ft-k]: [ft-k] [It] Sz4oston PO (lx) 8.31 8.31 91.5- 1.2 .JB .74 .73 7.69 .62 .00i 8.31 3.04 .24 1.58 4.87 .18 5x 5x 1/8 MBP-10x10xO.75 MA-M-6-2- PI (1x) 30.67 7.78 91.5' 1.2 .56 .53 .53 9.88 .79 .00: 10.67 2.85 .23 2.03: 5.11 .28 5x'5 x 3/16 MBP-10x10xO.75 MA-11-6-2- P2 (lx) 4.11 4.11 91.5- 1.2 .38 .37 .35 3.80 .30 .00: 4.11 1.51 .12 .78i 2.41 .18 5x 5x 1/8 MBP-1Dx10xO.75 MA-M-6-2- P3 nx) 6.99 6.99 91.5- 1.2 .65 .62 .61 6.47 .52 .00: 6.99 2.56 .20 1.33: 4.10 .18 5 x 5 x 1/8 MBP-10x10xO.75 MA-M-6-2- P4 (2z) 6.29 6.29 91.5' 3.2 .59 .56 .55 5.83 .47 .00: 6.29 2.31 .18 1.20: 3.69 .18 S x 5 x 1/8 MBP-10x10x0.75 MA-M-b2- PS (lx) 16.61 11.67 91.5- 1.2 .B6 .81 .83 15.38 1.23 .00: 16.61 4.28 .34 3.17: 7.79 .28 5z 5 x3/16 MBP-10x10xO.75 MA-M-6-2- P6 (Ix) 27.00 4.DB 91.5- 1.2 .92 .84 .94 25.00 2.00 .0027.00 1.49 .12 5.15: 6.76 .28 5x 5 x3/16 MBP-10x1UxO.75 MA-M-6-2- P7 (lx) 22.78 .69 93.5' 1.2 .69 .fit .69 21.09 1.69 .00: 22.78 .25 .02 4.34: 4.62 .28 5x5z3/16 MBP-10z10x035 MA-M-6-2- P8 (2x) 12.59 7.69 91.5- 1.2 .62 .58 .58 11.66 .93 .00: 12.59 2.82 .23 2.405.44 .28 5x5x3/16 MBP-1Dx1OA.75 MA-14-6-2- 1`9 (Ix) 16.63 11.69 91.5- 1.2 .86 .81 .84 15.40 1.23 .00i 16.63 4.29 .34 3.17: 7.80 .28 5x 5 x3116 MBP-10x1OxO.75 MA-M-6-2- P30 (1x) 27.14 3.99 91.5' 1.2 .92 .84 .99 25.13 2.01 .00: 22.19 1.46 .12 S.IJ: 6.25 .28 5 x 5 x3/I6 MBP-10x10xO.75 MA-M-6-2- P31 (lx) 23.11 .0191.5- 1.2 .68 .61 .68 21AD 1.71 .00i 23.11 .00 .00 4.41i 4A1 .28 5 x 5 x3/16 MBP-1Ox10xO.75 MA-M-6.1- P32 (2x) 12.61 7.71 91.5- 1.2 .62 .58 .59 11.67 .93 .00: 12.61 2.83 .23 2.40: 5.45 .28 5 x 5 x 3/16 MBP-10x1DxO.75 MA-M-6-2- P33 (1x) 15.12 10.17 91.5. 1.2 .JJ .72 .74 14.00 1.12 .0015.12 3.73 .30 2.88! 6.91 .2B 5x 5 x3/16 MBP-10x10x0.75 MA-M-6.2- P34 (1x) 22.76 3.72 91.5- 1.2 .78 .72 .79 21.08 1.69 .00: 22.26 1.36 .11 4.34: 5.81 .28 5 x 5 x3/16 MBP-IOx10xO.75 MA-M-6-2- P35 (lx) 23.03 .09 91.5- 1.2 .68 .61 .68 21.32 1.73 .00i 23.03 .03 .00 4.39i 4.43 .28 5x5 x3116 MBP-10x10xO.75 MA-M-6-2- P36 (Ix) 12.92 8.15 91.5- 1.2 .64 .60 .61 11.97 .96 .00: 12.92 2.99 .24 2.46: 5.69 .28 5x 5 x 3/16 MBP-1Ox10xO.75 MA-M-6-2- P17 (Ixj 18.97 1.87 91.5' 1.2 .61 .56 .61 17.57 1.91 .00� 38.97 .69 .OS 3.62[ 4.36 .28 5 x 5 x3/16 MBP-10x1OxO.75 MA-M-6.2- P18 (Ixj 22.91 1.77 91.5- 1.2 .73 .66 .73 21.21 1.70 .OD: 22.91 .65 .05 4.37: 5.02 .28 5 x 5 x3/16 MBP-IOx10xO.75 MA-M-6-2- P19 (Ix) 6.26 6.26 91.5- 1.2 .59 .56 .54 5.80 .46 .OD: 6.26 2.29 .18 1.19: 3.67 .18 5 z 5 x 1/8 MBP-1Ox10xO.75 MA-M-62- P20 (Ix) 6.87 6.4491.51.2 .62 .59 .58 6.36 .51 .OD: 6.87 2.36 .19 1.31: 3.86 .18 5 x 5 x 118 MBP-10x10xO.75 MA-M-6-2- P21 (1x) 5.03 5.03 91.5- 1.2 .47 AS .43 4.65 .37 .00: 5.03 1.84 .15 .96: 2.95 .18 5 x 5 x 1/8 MBP-1Ox10xO.75 MA-M-6-2- P22 (1z) 6.64 6.64 91.5- 1.2 .62 .59 .58 6.14 .49 .OD: 6.64 2.43 .19 1.26: 3.89 .18 S x 5 x 1/8 MBP-1Ox10xO.75 MA-M-6-2- P23 (1z) 6.61 6.61 91.5' 1.2 .62 .59 .58 6.12 .49 .OD; 6.61 2.42 .19 1.26: 3.88 .18 5x5x1/8 MBP-1Ox10xO.75 MA-M-6.3- http://Portal.cogan.comlWebservicesIGetQuote.ashx?id=293038&Design=9&format=MP... 3/28/2017 oEn ry b rt ti N d O O b x x P P m m b u u u u u u u u u u u u V . ii . qC V� LN N.. 9YM P. %G .ri<<i .O .. . . . v a �q P N mn u• N mm m N N ^ aN%u ry m m O m ry N N N ry b ti N N N ry N m N N 5 .. .. .. .. .. .. .. � .. .. .. .m. a .m. a .. .. � .. w n � .. .. .. .. .. a a .m. —x —4N 3 G i m O iC >C 3 3 3 3 x x xe x x e e a e v V n V V V U V °. 4 'm". I li q IR m ^m m "� m m m m m m m m m L 0 N N M US Engineering Calculations' Page 8 of 8 DEEP s 0293038 Rev 0 Gk Cogan 3128/201714:27 PM ...r..e+.w.swen. Page 6 of P11 PD1 PpI Plobl MLL Mot Mel M.1 ".A Column Column Qty Height [Wps] [kips] [kips] [kips] [R k] [R-k] [ft-k] [ft-k] [k] Selection Baseplate Angkor train T v PD (Ix) 122- 7.69 .fit .21 8.51 3.04 .24 1.53 4A2 .18 Sx Sxl/8 MBP-1NI0x0.75 MA-M-6-2-0.625.750 2.644.000 P3 (1x) 122- 9.88 .29 .27 10.93 2,85 .23 2.03 5.11 .28 Sx5x3/26 MBP-1OxI0x0.75 MA-M-6-2-0.625 .750 2.437.000 P2 (1x) 122- 3.8D .30 .10 4.21 1.51 .12 .78 2.41 .18 Sx5x1/8 MBP-10x10x0.75 MA-M-6-2-0.625 .750 1.307 .000 P3 (1x) 122- 6.47 .52 .17 2.12 2.56 .20 1.33 4.10 .18 5 x 5 x 1/8 MBP-10x10x0.75 MA-M-6-2-0.625 .750 2.225 .000 P4 (2x) 122- 5.83 A7 .16 6.45 2.31 .18 1.20 3.69 .37 5 x 5 x 1/8 MBP-10x10xO.75 MA-M-6-2-0.625 .750 2.004 .000 P5 (Ix) 122- 15.38 1.23 .42 17.03 4.28 .34 3.17 7.29 .28 5x5x3/I6 MBP40xIM0.75 MA-M-6-2-0.75 .750 3.649 .000 P6 (1x) 122" 25.00 2.00 .68 22.68 1.49 .12 5.15 6.26 .28 5x5x3/16 MBP-1Dx1OxO.75 MA-M-6-2-0.625.750 1.362.000 P) (1x) 122- 21.09 1.69 .57 23.35 .25 .02 4.34 4.62 .28 5x5x3/16 MBP-1Ox1OxO.75 MA-M-6-2-0.625 .750 .02 .000 PB (2x) 12Y 11.66 .93 .31 12.90 2.82 .n 2.40 5,44 .55 Sx Sx3/16 MBP-10x1DxO.75 MA-M-6-2-D.625 .250 2.391 .000 P9 (1x) 122' 15.40 1.23 .42 MOS 4.29 .34 3.12 7.80 .28 5. Sx3/16 MBP-1Ox1Ox0.15 MA-M-6-2-0.75 .750 3.656 .DOD PIO (Ix) 122- 25.13 2.01 .68 27.82 1.46 .12 5.17 6.25 .28 5x 5x3/16 MBP-10x10x0.75 MA-M-5-2-0.625.750 1.341 .000 P31 (lx) 122" 21.40 1.71 .58 23.69 .00 .00 4.41 4.41 .28 Sx Sx3/16 MBP-10x1Ox0.75 MA-M-6-2-0.625.750 .348 .000 P12 (2x) 122- 11.67 .93 .32 12.92 2.83 .n 2.40 5.45 .55 Sx Sx3/16 MBP-10x1OxO.15 MA-M-6-2-0.625.750 2.396 .000 P13 (1x) 122- 14.00 1.12 .38 15.50 3.73 .30 2.88 6.92 .28 5x 5x3/16 MBP-10x10xO.75 MA-M-6-2-0.625 .750 3.174 .000 P14 (Ix) 122- 21.08 1.69 .57 23.33 1.36 .11 4.34 SAI .28 Sx5x3/16 MBP-10x10xO.15 MA-M-6-2-0.625.750 1.224.000 P35 (1x) 122- 21.32 1.71 .58 23.60 .03 .00 4.39 4.43 .28 5x5x3/16 MBP-1Ox1OxO.15 MA-M-6-2-0.625 .750 .364 .000 P16 (1x) 12Z 11.97 .96 .32 13.25 2.99 .24 2.46 5.69 .28 5x5x3/16 MBP-10x10xO.75 MA-M-6-2-0.625 .750 2.536.000 P32 (1x) 122- 17.57 1.41 .47 19.45 .69 .05 3.62 4.36 .28 Sx5x3/16 MBP-SOx10x0.15 MA-M-6-2-0.625 3SO .701 .000 P18 (1x) 122- 21.21 1.70 .57 23.48 .65 .05 4.37 5.07 .28 Sx5x3/16 MBP.10x10rzOJ5 MA-M-6-2-0.625 .250 .n7 .000 P19 (1x) 122- 5.60 .46 .16 6A2 2.29 .18 1.19 3.67 .18 5x5x1/8 M8P-1Ox10xO.)5 MA-M-6-2-0.625.7501.993.000 P20 (1x) 122- 6.36 .51 .I) 7.04 2.36 .19 1.31 3A6 .18 5x5x V8 MOP-IOxIDxO.25 MA-M-6-2-0.625.750 2.042.000 P21 (Ix) 122" 4.65 .37 .13 5.15 1.84 .15 .96 2.95 .18 5x5x1/8 MBP-IOx1DxO.7S MA-M-6-2-0.625 .750 1.600 .000 P22 (Ix) 122- 6.14 .49 .17 6.80 2.43 .19 1.26 3.89 .00 Sx Sxl/8 MBP-IOx1OxO.75 MA-M-6-2-0.625 .750 2.112 .DOD P23 (1x) 122- 6.22 .49 .17 6.28 2.42 .19 1.26 3.88 .00 Sx5xl/B MBP-10x10xO.75 MA-M-6-2-D.615 .750 2.105.000 http://portal.cogan.com/WebservicesIGetQuote.ashx?id=293038&Design=9&format=MP... 3/28/2017 Page 1 of 1 POSTS PO:5x5 x PI:Sx S(xl) P3:5 x5(N) P3:Sx 5(xi) P4:6x 5(4) PS:Sx SIM P6: 5 x 5 (xi) P7:5 x5(XI) P8:5x 5W) PS: 5x 5(x1) PIO: 5x 5(xl) P11:5x 5(xl) Pu:5x 5 (xz) P13: Sx 5 (xt) N4:5x S(xt) p15: Sx S(x1) PI8: Sx5(xQ P1]: Sx5p1) p10axS(xt) PIB15x5(zt) P]p; 5 %5 (%1) P21:5z 5(xt) P43: Sx 5(x1) P33: Sx5(%1) BEAMS Be: CIS .1IB'(xf ) 81: Cl, -fifi' (zp BO:C13-1]Y(#) 84: C16-13Y(xt) B5: CI6 -13Y (x37 fifi: OCIB 1) BP C18 -13Y 13rw(x3) 88: OCI4 118"(x1) . et I: OCu .17V 32 pt) atfaxt4 .3r (xU B13: Ct]-155.5' (I Bi3:Ct3-133.5"(A 514: CIO-174-(x1) BI5: C16-174-(xl) Bib: CIO-S6'pt) B17: CI - lY (xry 5149aL JO: CI -1865'(x2) A: CI -1865'(XI) J3: C12 .186.0(x1) M: CI .166.5-(x1) A: CI -186.5-(0) 4: C13 -1895' (A) JS: CI .186.5.02) A: C1] -1 W-(4l 4: C13-1W'(x1) A C13 .187'(x ) JIO:C13-181'p1) Al : C13 +166.5' 011) J13: C14-106.5-(x1) J13 CO A 4: CI -1B65'(A) 88:C10-1595') JR: C10-15BS-Wp1) J10: 13-86.5-(x1) J19: C2 86.5( 1.1- A) J CB - ) CI 2 -106.5 2: Plan View 3' http://portal.cogan.com/WebservicesIHandlerlmage.ashx?timestamp=1490725653006&id=293038&Section=0&Design=9 3/28/2017 US Engineering Calculations Page 1 of 6 SCANNED BY (a Cagan St. Lucie County DEEP s 0293D38 Rev 0 10126/2016 11.45 AM Page I of 7 prOJerd Quoted To Lamle. [19211 Md-Ronda Matenal Paul Su lumand Handling Inc. 5801 S. US HWy 1 98565. Orange Avenue FORT PIERCE, FL Orlando, FL 34982(1.15A) 32824(USA) Phone: 407.859.8750 Fax; 407.851.0907 Attention: (13711 Paul SaMenand Etna.l: Paul@mfmhnet 407 859,8750 Fax: 407 851.0907 Email: taul4nImh.net Design Glterla_ Salsmic Data Load Capacdy (U.D.L. Live Load): 125 PSF Zip Code 34982 toad Capac{ty (U. D. L, Dead Load): to PSF Selsmlc Percentage 2.50 Max VefdOi Detlettldn: 1-1300 V (Nips) 6,325 Height: 124•De,* 5s 0670 Surfam 2,6825gR SL .0290 Weight 16, 120'm Lbs Brade Knee Max Required Joist Spndng 52• Minimum Required Beam Siae 8• Minimum Required Post See 7 x S- aR-t�jogM Kezz- 4 00BOR6 f .55063 + Ip'•• STATE Ot �Q F�ORIDp.•'���ep� NAL ENC � OCT 2 6 2016 http://portal.cogan.com/Webservices/GetQuote.ashx?id=293038&Design=l &format=MP... 10/26/2016 US Engineering Calculations Page 2 of 6 p Cogan POSTS w SxsU2 VI Vt 5x5(12x2) n SSYS(A % .VlZ CS SISp21 Y6 Sx5(i0 �+ 5x6hA M Si6p17 M 6x6h 5a 5(x2) ", Mt 5x5(x2) M3 Ss 612 5<61 M. a11 MS 5a5Ix1) M5. PIs) . Sx5W5(xl) %) Sa5(.1) BEAMS W c12-ta r(t]1 Ot C12.4Sr(x31 m C12 W M12-IIB.rf�) W Cl. -IMY(.Z Fd M12-IIB.r (x1) m M12.IJS.S(A) m- C12 .61'(.1) W CIO •32 M m C1O -mr(n) JOISTS n C12 -Im T(a2) A CI] .lug(-4 A cu •IWV(Xl) n 2.Imr(:1] N C13 -Imrpq A C12-16r M] A C12-166'P21 A'C12. W(0 a. C12.'W[ 1 A C12 .Imr(A) JID' C12 AI 02•Im.r(x) JI2 C12 •16]5(.I) J13 a -Wrla) JP C12-WS-190 JI5.03 - law (a AVC12 .lw(x6) :V C12-IW(021 All CI].1mrO) A9'M.mr(4). I .. H N. 8RR + DC D nbrW ,� IfN SC•i rfC� IJ6SK __ S23rlX p3.rCU + 6 C D Plan View J I J http://portal.cogan.com/Webserviccs/GetQuote.ashx?id=293038&Design=l &format=MP... 10/26/2016 US Engineering Calculations Page 3 of 6 DEEP 8 0293038 Rev 0 © Cagan 10/261201611:45 AM ..a�s.�....N: Page 3 of'! simpll•Supported ]olst9___ - �_ Design Crlterta Live Load [psf): 125 Dead Load Cost]: in - Maximum Beam depth (Inll4r Max VenJOI Defledton: L/300 A 4 F91kvl: 50 'IV!4;JtiRVNOra.T: E(ksll: 29,000 3akt schedule. shear Moment V.,U.l Re,l3tancII Reslatan. Deflection V M Joist QLV Length [k3 [R-k3 lolst Selection weight UDL I2.Oi MI-0.25 30 (3x) lea Xr 29a2 C12 x7.4 nie ] 115.0Ita; ypp0 11111.1 ae bM. Yo..ok. W:].). Nfa I..55 C[aJ:e_ll 11 (1z) law C12 x 7.4(new) 115.0lbs at= 11.3s w:aem Au.r.M..o VI: a.TO MIt 1.43 AMA; 03a 32 (Ix) 188' wersaz C12 x 7.4(new) 115.63]bs Cyreph as -ADxlb+n 04; 14:6AJ ML"A9 AMA,d 1. 33 (IX) Safi' 'W.11.a5' C12 x).4 MM) 11563an; Graph W:2e.T3 AYow.DI.xJ 6: W[r.OJ M1: IOE0 PmY:0: 13 14 (Ix) law C12 x7.4(new) 115.63 His G[agD Vn LJS MrkR^J1 TLr.61.Y0.6' It, .51 Nlo 13.73 A<dY:020 35 (3x) 186- mom==20000a C12 A 7.4(max) 114.7 Rea G1auh V. 11.25 Nr'39.i3 A4eN xD.i: Y(: 1.11 MI, 2323 AMA a.. 36 (3x) I86r C12 x 7.4(man) 114.7 Ilia Graph es W[x9T2 Aer.bl.}pe 1115A7 Ylt'•909 AM4Y .12 33 (3x) law C12 A 7.4 (new) 114.7 Ibs Graph qn n.3a M[:29 i2 Wr O.. Mf' 11.50 M A032 is (3z) law m ==aaaaaaa C12 x 2.4 (new) 114.7Ibs Graph 11: 1I.al M.a29p2 nC:u4 I.6; Vla}T. M1:14.55 Atrial: a31 39 (1.) leer m..z C12 x T.4(new) 115.631bs G@ph vn u.» Tv gyw.a.l0.6: \I: a.To MI. IRJJ AM.I e30 310 (Ix) Law U � C32 A 7.4 (nee) 115.631bs Graph Vr111d5 -4r•29.)3 A r61..0.6' 11, 5.27 MI, 2040 A,..I, 0.5J III (Ix) lea- - `P^�'''^ �msraa C12 A7.4(naw) L15.63 IM Graoh [rl\.35 W, 29.72 AIo...C1.10.6: Vh 3.13 W[21A3 Rronls 2i2 312 (1x) lea- rum . ^� C12 x 7.4 (rim) 115.0 ft G.3y1 Vf: 1..\ M(r+90 PMalazl 313 (1x) 98. -' Claoxxl.ro.W. CS x 5.4(new) 43.881hs r h sa IrsD 1:..59 W:Ii.91 P[nY:0.18 J14 (4x) lea- a^.maw C12 x 7.4(newl 115.6316s abla Yr ,Il.]3 Mr:2a )2 AYor.bl.i 0.6' N115.3) Np 21.9. AfnJ:Oxb ]15 (fix) Safi' C12z 7.4 (new) 1I5.631bs Graph., yr:11J5 Mr:29 17a T2 PD.r.611.0.6: 19 5.11 An. 21.37 AMA, DM 116 (6z) Safi' C12 A 7.4(new) 114.7Ibs Graph _a W:29.73 An.r.bb: ae) Sf: 6.,17 Mt2109 A;rAAe052 J17 (IN) 186' C12 x7.4 Cum) 114.7lbs Graph s. m..z9.T2 Al.r.bl.:p4:' Lf:..02 M1: all A.FY: 033 318 (Ix) Sear °1}C^ C12 a 7.4 (men) 115.63 His Graph Vr111.35 Mr:29.11 iiOrlW.e0.6. W. ZOO .1. .A l 0.1. 119 (1.) 9ar "wn }oD w naso aA .wii`NNt,® CO x 4(new) 32.510s Graph http://portal.cogan.com/Webservices/GetQuote.ashx?id=293038&Design=l&format=MP... 10/26/2016 US Engineering Calculations Page 4 of 6 4 Cogan DEEP a 0293038 Rev 0 101261201611:45 AM Page 4 of 9 Slmply_SugpoReE Beam! _ Design Criteria ,we Lead [p9j' 125 Dena lead [;5 : 10 Maximum Beam Septa [In]14- 1 ltim Max Vertlal DeRectlan: L4300 F]IIsl1: 50 .s x.� x• E [k511: 29'WO Beam Schedule Shear Moment Vertical Resistance Resistance Deflection V M Point Weaa Beam Qty Length [h] [R-R) Beam Selection Weight [tips] W:4.59 Mfr IJAa ACNaI:D.D9 - - W (2x) SOS' SZZ. ER "rr° C32 x2.4 (new) 64.44 ms Gm Vrr 11.Jl Kr39.)3 NIOrr•1•r0. ]: Vfr 651 Mfr 06.9: 4Ndr 0.36 BI (3x) 149' M C12 x7.4(new) 91.SS Its Gm h v.rMM. wrn.]J Allap D.![ VIr 13.J9 In..1ll xnu.Ir 0.3] 32 (2x) 129' C14 x9.3 (new) 98.0616s 200 Vrr IM3 Mrr •1.]] AV.•.W ru,l. IN.I3.00 MI. 53.63. Arn0:0A6 W (111 149' DC12x 14.6(new) 283.15Its 9-rah VullaO Mn s9... Au.rraCl.: oa[ !H: 11.03 M.39A6 M.Ntl:03! 64 (2x) 129' n.a�i C14 x 9.3(new) 98.041hs Graph ynm Ihr 41.4J N..»•ro..0 'Hr.13.0 1#r IJ.0 Am•60.M BS (qx) 149' 'Kr19.1♦ DC12x 14.8 (new) 183.151ps Graolr Vq[3 `0 NbwNU OA( Vfr 11.10 Kr 12.1. 4ru.l:O.J. B6 (Ix) 149' E=m. DC12x 14.8(new) 183.SS 1� G1agh o Mn aE VIr 3.01 mr 5.11 A..1:0A1 w (ix) 61' C12 x7.4(new) 37.62lbs Glaoh v.ruse Kn9.n Nb.a1u 0.3[ Vf. 0.00 MIr 0.00 A..110.00 BE (2x) 2P CIO x6.7(new) 12.28 Ina 91:1911 vn laal mu hale Ni•w11•r00 `Hr l.lO InN9..] ACN.Ir0.0] 89 (ix) 88' D ^"� CIO x 6.7 (new) 48.851Ds GGrain,A ur ual M o,a n.wea,D.11 http://portal.cogan.com/Webservices/GetQuote.ashx?id=293038&Design=l &format=MP... 10/26/2016 U e i oqls� oswaa ...... 'md i zzzmau' zi od za s s s z z zsd Im m m m ti H m b b b ti N m� m m m ' CO Ei 1 x n x x x x rt M` x x rt �m�N N N N N N 1n N N O y; x x n x R R Y N N N Y Y N N x YN N N N N N N N N N N N 0 Y _ US •• � JS O N M N M V O P N O P O N A 4 IL AYi O i AN a ;'I !�iigp� ..yEyE. ! �y vYi_. 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N N^ W b N^. m ib P O V n .. .. .. r. .. . m 1U n b W N P� b T$ p n Y553y �.N N N w w ti .i n r� N N N N .i M SR�Aj m I G1 Nh,N N Ill N N L1 N Ip 1 N n n o m n o m n n o m m m n -i umi yml p p yy I 7r YNwl P 0 0 n O O O O P w N d w< n n 6 nPi N w CL ul EI E e � US Engineering Calculations Page 6 of 6 , O Cogan Jolt Schedule Joist Qty Length JO (24 l88' 31 (1x) 188' 12 (1x) 188' 33 (lx) 188' 14 (lx) Law 15 (3x) law 16 (3x) Law 37 (3x) Law 38 (34 186' 39 (lx) Law J10 (lx) 188' ill (lx) Law 112 (lx) law 313 (Ix) 98• 114 (4x) Law its (6q law J16 (6x) law J17 (12x) Law ]18 (Ix) law 119 (la) 98' Beam Schedule Beam Illy Length eO (2x) 105' BI (3x) 149' 82 (2x) 127' 03 (3x) 149' 04 (2x) 127' BS (4x) 149' 86 (1x) 149' B7 (Ix) 61' BB (2x) 22' B9 (lx) as- Onractored o d Shear M Moment V M [k] [R-k] 2.06 8.04 249 9.7D 3.13 12.22 4.35 1699 270 loss 2.36 9.15 400 15.48 4.32 16.72 2.68 10.39 2-49 9.70 3.13 12.22 3.52 1373 3.42 14.01 1.27 2.59 3.06 11.96 4.35 16.99 3.68 14,25 4.32 16.72 2.68 10.47 2.00 4:06 unractored Shear V [Ir] 3.06 4.35 8.26 8.67 7.35 5.63 9.D5 1.34 .00 1.00 unrectored Moment M [R-t] 8,89 17.95 27.41 35.75 25 84 35.61 35.06 1.41 .00 3.64 DEEP 4 0293038 Aev 0 10/261201611:45 AM Page 6 of 7 vertical Defint:on 1In1 3olst5electlan .25 C12 x 7.4 (now) .31 C12 x 7.4 (new) 38 C12 x 7.4 (new) .S4 CIL x 7.4 (new) .33 C12 x 7.4 (new) .28 CIL x 7.4 (new) .48 C12 x 7.4 (new) .52 C12 x 7.4 (new) .32 CI x 7.4 (new) .31 Cl2 x 7.4(new) .39 C12 x 7.4 (new) .43 C12 x 7.4 (new) .42 C32 x 7.4 (new) .06 CO x 5.4(new) .38 C12 x 7.4 (new) .54 C12 x 7.4 (new) A4 C32 x 7.4 (new) .52 C12 x 7.4 (new) .33 C32 x 7.4(new) .14 CB x 4(new) Vertical Denectlen [In] Beam Selection .09 C12 x 7.4(new) .36 C12 x 7.4(new) .25 C14 x 9.3 (new) .36 DC12 x 14.8 (new) .25 C14 x 9.3(new) M DC12 x 14 8 (new) .34 M12 x 148 (new) 01 C12 x 7.4(new) .00 CIO x67(new) .03 CIO x 6.7(new) Column Schedule Pu Pol PLO PruM Mu Moc Mpg MTOMI Vtu41 Column Column Qq Height [NIp.9] [Nips] [Yipsl [YIPS] [R-Y] [R-hl [R-e] [R4] [k1 Selection Base0late Mchor tin'. T V PO (2x) 122' 4.74 .38 .13 5.23 1.88 ,IS .98 3.00 .36 5 x 5 x 1/8 MBP-10404.7S W-M-6-2-0.625 .750 1.630 NO P1 (2x) In' 5.05 40 .14 5.59 2.00 .16 1.04 3.20 .36 5 x S. 1/0 MBP-10x10x11.75 MA-M-6-2-0.625 .750 1.736 .000 P2 (2x) 122' 6.84 .55 .18 7.57 2.71 .22 1.41 4.33 .36 5 x 5 x 1/8 M5P-10x10xOJ5 MA-M-6-2-0.625 .750 2.351 .ON P3 (1x) 2W 12.08 .97 .33 13.38 1.59 .13 2.49 4.21 .18 5 x 5 x 1/8 a1BP-10x10x0.75 MA-1- 2-0.625 .750 1.339 .OW P4 (1x) = 6.53 .52 .18 7.23 2.59 ,21 1,34 4.14 .18 5 x 5 x 1/8 MBP-IOx10x0.75 MA-M-6-2-0,625 ,750 2.245 .000 PS (2x) In. 11.22 .90 30 12.43 2,93 23 2.31 5.48 .54 5xS. 3116 MB 10400.75 MA-M-6.2-0.625 .750 2.495 .000 P6 (2x) 122' 22.28 1.78 .60 24.66 ,46 -04 4.59 5.09 _54 5 x S. 3116 MBP-10xl0 .75 MA-M-6-2-0.625 .750 .626 .ON P7 (lx) 122• 24.07 1.93 65 26.65 .01 _W 4.96 4.97 .27 5 x 5 x 3/16 MBP-1Dx10xO7S MA-M-6-2-0.625 .750 .397 .000 P8 (Ix) In- 13.01 1.04 35 14.4D 3.18 .25 2.68 6.12 .27 5 x 5 x3/16 M5P-10x10x0.75 MA-M-6-2-0.625 .750 2.701 .DOO P9 (2x) I72' 11.19 .89 ,30 IZ38 2.69 ,R 2.30 5.21 .54 S x 5 x 3/I6 M5P-10x10xO.75 MA-M-6-2-0.625.750 2135.000 PLO (2x) 122' 22.20 178 60 24.58 .47 ,u4 4.57 5.08 .54 5.5.3116 MBP-10x1Ox0.75 MA-M-6-2-0.625 750 .628 .000 Pit (2x) In' 23.98 1.92 65 26.54 .00 MN 4.94 4.94 .54 5 x 5 x 3/16 MBP-10xLO4.75 MA-M-6-2-0.625 .750 .388 .ODD P12 (2x) 122' 12.96 1.04 ,35 14.34 3.16 .25 2.67 6.05 .54 5 x 5 x 3126 MBP-INI0x0.75 PIA-M-6-2-0.625 .750 2.683 .ON P13. (lx) In, 23.39 1.87 63 25.90 .33 .03 4.82 5.17 .00 5 x 5 x 3116 MBP-10xtOx0.75 MA-M-6-2-0.625 .750 .563 .ODD P14 (lx) 122' 10.59 .85 .29 11.73 3.26 .26 2.18 5.70 .00 5 x 5 x 3/16 MBP-10x10xO.75 MA-M-6.3-0.625 .750 2.794 .000 PIS (ix) 122' 2.11 .17 06 Z33 .83 -07 .43 133 DO 5 x 5 x //S MBP-I&IOxO.75 MA-M-6-2-0.625 .70 .724 .000 P16 (lx) 122' 8.52 68 23 9.44 2.39 . .19 1.75 4.34 DO 5 x 5 x 1/8 MBP-IOx10xO.75 MA-M-6-2-0.625 .750 2.041 .000 P17 (Ix) 122' 332 27 69 3.67 1.31 11 .65 2-10 ,IIO S x 5x 1/8 MBP-10x1Ox075 MA-M-6-2-0.625 .750 1.141 .000 http://portal.cogan.com/WebserviccstGetQuote.ashx?id=293038&Design=l &format=MP... 10/26/2016 US Engineering Calculations Page 1 of 7 (a. Cogan` .n�.r•nw��. DEEP a 0293038 Rev 0 10/26/2016 11:46 AM Page 1 of J Prp]ect Quoted To L Iae [1921] Mid -Honda Material Paul Smhenano Handling Inc. 5801 S. US HWY 1 98565. Orange Avenue FORT PIERCE, FL Orlando, FL 34982(USA) 32824(USA) Men: 407.859.8750 Far: 407.851.0907 Itttentlon: (1311) Paul SuNedand Enrol: Paul@mrmh net 407.859.6750 Fax: 402,851,09D7 Emae: paul@mrmh.net Design OrHerla Seismic Data Load CaPagtY (UD L, live Load): 125 PEP Zlp Code M902 Load Capacty (U D.L. Dead lead): 10 PSF Seismic Percentage 2.SD% Max Vem= Denecwn: V30D V[kips] 6.706 Height: 124• Deck Ss 0620 Surface 2,843 sqR % .Ono Weight 16,265.00 Las eraon9 ";a Max Required Joist Spacing EP Minimum Required Beam Size 8• Minimum Requ red Post Sue S x S a-48-4<:)q K KEva C op"S NOOs N 5 0063 �'. STATE OF r `s8/0NAL OCT 2 6 2016 http://portal.cogan.com/WcbservicesIGetQuote.ashx?id=293038&Design=2&format=MP... 10/26/2016 gu§p,5,v=,5.N��w'aannanana�a 4 qq: _mossmss�ss�s m ��a$ss$a'ssssops5aas5ssa 'o 's.hrJ Fh8J 4178 hEfg 111 iO w m N O .y V 0 US Engineering Calculations Page 3 of 7 Q-Cogan DEEP ! 0293038 Rev 0 1D/26/201611:46 AM Page 3 of 7 Simply Supported Jolsts Design Criteria [ps1]: 125 Dead Wad Dead [par): ID - - - Maximum Beam (In] _ _ 6 Max Vertical OeflMoctlo lon: U3 Ey ( ksi]: 50 so E [k51]: 29,000 Joist Schedule Shear Moment Vertical Re5lstance Re9btance DeI1eU10n V M Joist Qty Length [k] [rt-k] Joist Ssleil Weight UDL VI: 3..0 Mr. 13.41 Am.l: 0.2'F JD (Ix) IBS' zvTx C12 x 7.4 1.) 114.08Its 2:121 v�r.uaa ma al..wl.:vc Vt, 1.91 MI: 1536 a.., r a 21 11 (ix) 185' C12 x 7.4 (new) I14.011 Its Grant Vr:ll l3-"" Hr'29,T2 PIIr..p1.: 0.6: V114.30 NI: 12 J8 4tu.11 e93 12 (1x) 185' n::2s,12 C12 xJA(new) 119.08Its CI-6i pB v.run All...bl.:oe: Vt. 112 Mr: _39a Anu.1:ON 33 ix) 185' °�"�F"° �°'^m^^'•' C12 x7.4(neVQ 11408IDS Gracen.ILO'f Hll2azx al-Wo.e.: VI, 2.19 MIS 1113 ietu.l: 0.29 14 (IX) 185' eNla6: C12 x7.4(rm) 114.081hs (LAO vim. 11.J3 M. z9.T2 Mc 1. .Yr I.i6 MI. ..at I��.aflan�l O.i l� 35 (2x) 1"' CIDx 6.7 in.) 91.291hs Gpeh v.: 13a1 mn J3.i3' ,vl...- l., 13 MIDIS.., Aputl1 A 31 16 (3x) 180 - C12 x 7.4 (new) 114.7 ILK G[egh I. II.T9 Ma x7.x2 nl...b19: A,. Vr1630 III, NAI 4aroJ.OAI J7 (3x) LEV - C12 It 7.4(new) 114.7105 Gmgh va n.+3 m1:29.iz Al.ubo:0..: VO 6Al MI: T?09 A[me �0.33 J8 (3x) Jew C12 It 7.4(new) 114.7 IDS Gmvn 3. Mn 29ax 4...robrow MI113.63 A,..'. 0.32 19 (3x) 186- zmmseasas ssslla. C12 x 7.4 (new) IL4.7 IDS Glegn va n.a3 W 129.71 All.. 0Is: V11 A53 .1, 19.76 Mq.I:OT J30 (Ix) 18B' C12 .7.4 (new) 115.63IDS Green v.ilu! ea1�i9.n K6.. we.- VO 103 MD.IS IT Fau1,013 ill (1x) law "^ le"ef9 °""'4 C12 A7.41.) 115.0]as Greek Vr: 11.33 W.29.ix Ap..6M1: a.s' VIP ..96 An, 11" 4: .'027 312 (1.) law Y 1133 lls sI• C12 x 7.4 (new) 115.63 IDS GtxgG Nr129.ix Alb. W. 1.31 td124.13. A[u.L 052 113 (Ix) 188' - C12 x7.9 (naw) 115.67105 Gave Vr 1'1133 Ma 21.12 .VI...4 .. AS Vt, 3.74 W1 li.32 [tu.1:O J0 J14 (IX) LEE' ^ C12 x7.4 1".) 115.631bs G�eh Vn II.)3 Inn zia2 nl:u I.. ofi: Vr15.10 Fellt.41 INJ1041 335 (2x) 165- � ==" C12 x 7.4 (clew) 114.0Ihs Gryyn Vrlll-33 W:21.12 All ...bl.:6d: Vt, 9.42 .1. N.73. Mg0r0.51 J16 (2x) 185' ma:v,x o.ea C12 A 7.4 (no.) 114,08 IDS G®gh vrnlu9 Alw..elu V1.6.03 111153.23 icvl lrO.T 117 (M 185' _ C12 x 7.4 (ren) 114.08 IDS G�pp all:]! Wx2].T3 At ... n-5.6I VM ..30 Fllt 3�41. A4 050 q.11. JIB (Ex) I86- C12 A 7.4 (new) 114,7 IDS G[aeh Vr111.1 tlr[29:72" AI.Vp1.l0 is VO 1.45 ML 25.00 .c,Vdl 0 Sz J39 (6x) law C12 x7.4hl 114.7 Its Gree9 Vn 11P3 W:39.]3" wboblu06: Vt, 0.50 Mft 2"1 1.11. 3 S2 12D (6x) 166' C12 x7.4(new) 114.7 Ins G;pjJ V�1 LLx03 Nr:3J.T3S lfi 1.47 Milt 21.37 1. 4. 0.1 J21 (2x) 188- CEMM. C12 x JA 1.) 115.63IDS Graoh Vi:ll.i3 M-l". Al...bl.: ell' W:630 M11T541 A[w.1105] 322 (Jx) JOB- C12 x 7.4 (new) 115.63Ihs G(een VI. u.v rnr,: np.n1.10 'h -11,&11 mh.3Ili A.mJ10.50 J23 (h) law � Va ll» ®'a' Ill -372 m+rv� Au ... bill o.a C12 x 7.4 (new) 115.63Its 91} 11 http://portal.cogan.com[Webservices/GetQuote.ashx?id=293038&Design=2&format=MP... 10/26/2016 US Engineering Calculations Page 4 of 7 p Cogan Slmp_h Suppprte2 Beam3 1aw+1.w>+ A 1 l 3 DEEP a 0293038 Rev 0 10/261201611:46 AM Page 4 of 7 DMI-im Criteria _ LweLmd [psi]: 125 Dead Imo [rasp: 10 Maxmum Beam depth (In]t6' Matt Vertical Deflation: L/300 Fy(leAl: 50 E [WI: 29.000 Beam Schedule Shear Moment Vertiml It"Istanae laeslstance DeBecti.. V M Palm leads Beam Qt3 Length [k] [ft-k] Beam Selection Weight (Idps] V%. SaO MM1Ie.ai - mairo.la - - BO (Ix) 125- C .pM�aw' 'M.r9.T: 'r""' C12 x 7.4(new) 76.781bs Graph Va 11.31 41.o41u 0..: Mrr 26.10 A-!;O 35 at (111) 148- .V�pf.�I1.q4q2 V'xll C12 x 7.4(new) 91,271hs Gnmh ]3 M.119.Ta 4La.. N�o.3r. Vt. I.. Mr. 20.21 Ac uN�0.2T 82 (Ix) 139, Ar r== CMItIttatat C12 x 7.4(new) BS.721bs Graph Vt IL.. .1. A1... M....' Vh 1419 .Mr.=14 Aom.h 0.]J 03 (Ix) 145' DC12 x 14.8 (new) 178.22165 Graph ,. p y! Vt. 1207 MI. 52.11. ArnY(¢29 Bd (ix) 148' C16x 10.9(now) 134.431bs Graph vn lxbp Mn ssp - q...5w�0A- Vt. 11 Mlr al.l0 >ob.L 0.16 BS (1.) 149- -- 1"''^�^- DC12x 14.6(new) 183.7]Its 90211 W�22.]0 1.4.19... 41enL1. r0.S! Vt. 11.60 Mr. a.." >.wd=0.1 B6 (N) 14Y F.M..A! C16 It 10.9(new) 131.2516s Graph VnI.90- Nn 5630 - Vt, laver Mr. 31o3 A-tvallo 95 B] IN) 148` DC12 x 14.8 (new) 182.531bs Green ,1�i22mioAS99ir.6l=.po..4 Vt, 11.19 Mo. 33.77 Arn.1,096 BB IN) 149- vri �a VEEP- 9MMEM- DC12 x 14,8 (ram) 163J7 Ibs Graph 2x .41 VI, I.eO MII1l42 ..N.1,033 B9 (1z) 145' OC12 a 14.8 (new) 170.221bs Graph YM1 I_96 MI, 13.21 BID (1x) 148- Effi0 DC12. 14.8 (new) 182.531ps Graph 'Vn 23.7 Mn 59... er. .r0.5 W. 1146. W, 53.5. 4.a.L o.31 511 (1x) 149' ERR haws DC12 .14.8 (new) to." ft Graph - .l9na An.. VII AAT III, W." 4malr 0.to 512 (1.) 12S C =Zaaa. CMaaaawatt C13 x 7.4 (Ile.) 7678 Res Graph Vrr ll.]9 -Mr, 11.72 i4.wLI. �OaI Y14�0 Mf�]6.7a AcwaI�O.A 813 [Ix) 148- a C12 x 7.4 (new) 91.27 Its Gf;p[I ".1145 M.::V 12 '! a. Vt. 1.,. -3.5. A.u.M 0.20 B14 (lx) 139- C12 x 7.4(reyl) 85.]2lbs Graph vn n.]s na l9ax el...-pTlp;.! Vt 0.00 Mt, 0.00 Awlllu.o B15 IN) 20- CID If 6.7 (new) 12.17IM Graph •�0.7, Mr, 23.Y! m...0,OA' Vt. 0.40 Ff, 0.00 Aem.hp.0o 516 (2z) 1D' CIO x67(new) 5.581bs Drape vn uax-. Mrl n.l] ala..M.�uo. http://Portal.cogan.con]/WebservicesIGetQuote.ashx?id=293038&Design=2&format=MP... 10/26/2016 O to a 0! ry 9inOO L q 1 R X w yy 4 w N w S O O O N w O Of E�Ix % X X% N N %% N K% X k N%% X%%% N :N N N N N N N N N N N N N N N N N N N NN X N X F N X X . N.N N. N.N N N N N N N N N N :LCM eYtw P m w wmi m N nn m fl :C N N ♦\ N P Q V V N N M US li P S 1pJi EQ OX^H m n p b N PCI ry 10 0 TIN VI m P N w w w N .. Z Q,£ E N N v i ri d d ri 4 P f N0 0 Im'1 m O O I- N n O b m m VI P Tip £Cw p q l. yy O 'JYin n N b A A m 4 6 0 n 6 umi O m n �p ry n Q N n N N ...-p. ..ri v N N ~ w P Q O T p O P O A O~ t N 4 p m b Q 1 0� m V 1I N1X� y m� O M1 y N� i S I N V n N N w N N ti N ry N H m N N 1p N b N !1 O O O O O O O � O 9 9 9, o 0 0 0 p O O G R W i 1 m1 o m 'n no N. N p V IN i p g N w . w q b N n N m b 4 N n �p b kl m n N Q p n N m Y1 yN N p b f� VI O b b h h N I� Nb b m n n N U.,b It N {pl N t N umi N l� N W. W d b N 'mq n %min ' 'J fw N N IR il? N In N VI N N N Ill N GI E, FI N GI GI GI J P P P P P T P T. P N P P P P P O� P P ! O a 1 A ^ N p O T P N N g N N N O Q F' ePO O In'1 n N N n Y V 0 N m P n N .p N h Q V gala a r S m e: 6 m Ij b Bj m 8 8 oR 8 R 6 6 Q� gal� vi �r w b .. n n .. .. n a 6 I E 1 N e 0 US Engineering Calculations Page 6 of 7 (a Cagan DEEP a 0293038 Rev 0 10/26/201611:46 AM Page 6 or 7 301st Schedule red .__--- Vertical . . Sheaf Sheaf MomenUnfactt Moment Deflecton V M Joist city length [k] Ift-k] Iln] ]Dist Selection 30 (IX) 185' 2.32 8,94 .27 C12 x 7.4 (new) 11 (lx) law 2.66 10.24 .31 Cl2 x7.4(new) 12 (Ix) l85' 3.00 11.55 .35 C12 x 7.4 (new) J3 (1x) 185' 4.15 15,99 .49 C12 x 7.4(new) J4 (1x) 185' 2.46 942 .29 C32 x 7.4 (new) 15 (2x) Ise .84 2.87 .11 C10 x 6.7 (new) 36 (3x) 18W Z62 10.16 .31 C12 x 7.4 (new) 37 (3x) law 4.25 16.47 .51 C12 x 7.4 (new) 38 (3x) 186- 4.32 16.72 .52 C12 x 7.4 (new) 19 (3x) 186' 2.69 10.42 .32 Cl2 x 7.4 (new) 120 IN) law 2.35 9,18 .29 C12 x 7.4 (.a.) ill (lx) 188' 2.70 10.51 .33 C12 x7.4(new) 112 (1x) law 3.04 11.86 .37 C12 x 7.4 (new) J13 (le) IBB' 4.20 16.42 .52 C12 x 7.4(new) 114 (1x) 188' 2.50 -9.68 .3D Cl2 x 7.4 (new) 115 (2x) IBS 3.60 13.87 .43 C12 x 7.4 (new) 316 (2x) 185' 4.28 16.49 .51 C12 x 7.4 (Maw) 317 (2x) law 4.02 15.49 .47 CI21x 7.4 (new) JIS (6x) 386' 4.20 16.27 .50 C12 x7.4 (new) 319 lax) law 4.30 16.67 .52 C12 x 7.4 (new) 320 (6x) law 4.33 16.78 .52 C12 x7A(new) 321 (29) 188' 3.0 14.25 .45 C12 x 7A (new) In (a) law 4.34 16.94 .53 C32x 7A(new) 323 (2x1 198• 4.07 15.91 .50 C12 x 7.4 (new) Beam Schedule unrzetered Unracrmed - Vertlml Shear Moment Deflection V M Beam QtY Length [k] (R-k] Iln] Beam Select.. SO (1x) 125' 3.60 12.45 .18 C12 x 7A(new) B1 (IX) low 4.28 17.59 .35 C12 x 7.4 (new) B2 Or) 139- 4.02 ISSI .27 C12x 7.4 (new) 83 (1x) 145- 9.59 35,30 .33 OC12x 14.8 (new) 84 Ile) low 8.58 35.27 .29 C16x 10.9 (new) a5 (Sx) 149- 10.36 36.79 ,36 DCI3 x 14.8(new) 56 (2x) 145- 8.40 33,71 .26 C16 x 10.9(new) 87 (2x) low 8.60 35.37 .35 DC12 x 14.8 (new) Be (2x) 149' B." 35.85 .36 OC12 x 14.8 (new) B9 (Ix) 145- 9.67 35.54 .33 DC12 x 14.8 (new) 810 (14 248' 8.64 35S1 35 DC12 x 14.8 (new) Bit (le) 149- to." 37.04 57 DC12x 14.8 (new) 512 (1x) 125- 3.65 12.61 18 C12 x 7.4(newl B13 (lx) 148- 4.34 17.83 35 C12 x 7.4(new) B14 (Ix) 139- 4.07 15.72 28 C12x 7A(new) B15 (2x) 20' .00 .00 00 CIO x 6.7 (new) 816 (za) IV .00 .00 .00 CIO x 6.7 (new) Column Schedule PM Pm. Pep PTaMI MLL Mal. Hey MTcul VTOWI Column Column city Height (kips] [kips] [1dPx] Illlps] IR-k] [R-k) [R-k] [R-k] [k] Selection Baseplate Anchor hnln T V PO (Ix) in, 548 .44 .15 6.07 2.17 .17 1.13 3.47 .19 i5x5x 1/8 MBP-SOxlOxO.75 MA•M-6-2-0.625 750 1.884 .OM PI fix) 122- 573 46 .15 6.34 2.27 .18 1.19 3.63 .19 �Sx5xl/B MBP.INIOx0.75 MA-M-62-D.625 .750 1.970 .M P2 (Ix) In' 667 53 .I8 7.39 2.64 .21 1.37 4.23 .19 5.5. 1/8 MBP-I0x10x0.75 MA-M-6-2-0.625 .750 2.294 .000 P3 (Ix)In' 11.52 .92 .3112.76 1.62 .13 2.37 4.12 .19 SxSx 1/8 MBP-10x10x0.75 MA-M 6.2-0.625.7501.356.000 P4 (Ix) 122' 6.00 46 .16 6.64 2.37 .19 1.24 3.80 .19 SxSx 118 MBP-SOx104.75 MA-M-6-2-0.625 .750 2.062 .000 PS (2x)122- .78 06 .02 .86 .31 .02 .16 .49 .37 Sx5x 1/8 MBP-IOxIOxO.75 MA-M-6-2-0.625 .750 .268 .000 P6 (Ix) In' 12.60 1.01 .34 13.95 3.29 .26 2.59 6.14 .28 5x5x3/l6 MBP-1Ox10xD,75 MA-M-6.2-0.625 .750 2.796 .000 http://portal.cogan.con✓WebservicesIGetQuote.ashx?id=293038&Design=2&format=MP... 10/26/2016 US Engineering Calculations Page 7 of 7 03 Cogan DEEP t 0293038 it v 0 l0/26/201611:46 AM Pape 6 of l Pu P.L. Pep P1.11 Mu M.L Me4 Mow WOO 041pm4 Column QtT Height [kips] [kips) [kips] [kips] [R-k3 Eft-k] [It-k] [1trk] [k] Selection Saseplate Anchor tmin T p M (Ix) in- 23.54 I.BB .64 26.06 .83 02 4.85 5.24 .23 15 x5 x 3/16 MBP10x10xOJ5 MA-M-6-2-0.625 J50 .880 .00D PB (Ix) 122' 23,91 1.91 .65 26.42 .14 .01 4.92 5.07 .28 S. Sx3t16 MEP-10x10x0J5 MA-M-62-0.625 J50 .460 .000 P9 (IN) 122- 12.86 1.03 .35 14.24 4.42 .M 2.65 2.48 .28'S x5 x3/16 MBP-I0x1OxOJS MA.M442-0-75 .150 3.858 .000 PIO (2x) 122- 12,63 1.01 .34 0." 3.08 .25 2,ED 5.93 .56 I5x5 x 3/16 MBP-10x3DY0J5 MA-M-6-2-0.625.750 2.611 .000 PIS (2x) 122' 23.61 1.89 .64 26.14 .0 .01 4.86 494 .56 �SxSx3116 MBP-30x10x0.2S MA-M-S2-0.625 .75D .422 .000 P32 (2x) 122- 23.98 1.92 .65 2G.54 .02 10 4.94 4.96 .56 'SaSx 3/16 MBP-SOx10x0.75 MA-M-6-2-0.625 .)50.399 .OW P13 (2x) 122- 13.00 1.04 .35 14.39 3.12 25 2.0 6.10 .56 15 x 5 x 3/16 MBP-10x10x0.25 MA-M.6-2.0.625 .250 2.692 .OW P14 (13) In. 12.68 1.01 .34 14.04 3.30 .26 2,61 6.17 .28 'Sx5x 3/I6 MBP-10x10xO.25 MA-M-6-2-0.62S .750 UN .ODD P15 (IN) 122- 23.20 1.90 .64 26.23 .82 .02 4.88 5.76 .28 :5 x 5 x 3/16 M9P-IGx10x0.25 MA-M-6-2-0.625 .750 .826 .000 P16 (1x)12Y 24.07 1.93 .6526.65 .12 .01 4.96 5.08 .28 ISx5 x3/16 MBP-1Ux1DXOJ5 MA-M-2-0.625.750.452 .000 P17 (IN) In' 1294 1.D3 .35 14.32 4.50 .36 2,66 2.53 .28 �Sx5 x 3116 MBP-10x1Ox0.35 MA-M-6-2-0.25 .150 3.884 .OM PIB (IN) 122- 555 A4 .IS 6.25 2.70 18 1.14 3.52 .00 I S x 5 x l/8 M8P-1Ox10x0.25 MA-M-6-2-0.625 JSO 1.909 .00D p19 (1x) 12Y 5.80 .46 .16 6.42 2.30 .18 1.19 3.62 .00 ISM 5 x 1/8 MBP-IOx10zOJ5 MA-14-6-2-0.625 J50 1.994 .000 P20 (IN) 122- 6.76 .54 .18 7.46 2.68 .21 1.39 4.28 .00 5x5x I/8 MBP-10x10xO.25 MA-M-6-2-0.625 J50 2.323.000 P21 (Ix) In. 11.68 .93 .32 =93 1.64 :13 2.4D 4.A .00 Sx5x1/8 MBP-30x1Dx0.75 MA-M-6-2-0.625 .250 1.374 .DW P22 (1x) In. 6.08 .49 .16 6.73 2.41 .19 1.25 3.85 .00 iSx Sx I/B MBP-10x104.75 MA-M-6-2-0.625.7% 2.091 .000 http://portal.cogan.con/WebservicesIGetQuote.ashx?id=293038&Design=2&forinat--MP... 10/26/2016 US Engineering Calculations Page 1 of 8 (BP Cogan DEEP P OB3038 Rev, 0 10/26/2016 11.46 AM Page I of y Project Quoted To Localon [19211 MW-Florida Material Paul SUMenand Handling Inc. 58015. u5 HAY 1 9856 S. Orange Avenue FORT PIERCE, FL Orianda,K 34902 (USA) 32824(USA) Phone: 407.859,8750 Fax: 409.851,0902 Attention: (13711 Paul Sutherland Emad: p U.@Mfmh.net 407.859.6750 Fax: 40].BSz.090) Email: paA mfmh.net Design Criteria Seismic Dab Lead Capacity (u.D.L. Uve last): 125 PSF Zip Code N982 Load Capacity(U.D.L. Dead Load): 10 PSF Seismic Percentage 2.50% Max vertical Deflection: U300 V [WO) 6.542 Height: 124• Deck 55 0620 Surface 2,"65gR St .0290 Weight 12,120.00 Lhs Bracing Knee Max Regulred Ioist Spacing SI- Mimmum Regulred Beam Size 8' Mimmum Required Post Size 5• x S �3"5oss STATE OF a:�$-kog-e M http://portal.cogan.com/WebservicesIGetQuote.ashx?id=293038&Design=3&format=MP... 1 O/26i2O16 US Engineering Calculations Page 2 of 8 Q Cogan POSTS P0:l.5(aQ w C 0 f n s.5(.n 7 I:r CAR _.._..... 5[5h2) K S.S(. cs 5[5hU Po' PI P2 PJ % 5[5 fztl t 5 PB,StSh]I P9 5 R1) NO 5.5(.5(m %I L5(z2) Pl2' Sx5([I] %1 SaSGi) I %! Sa Spp = %6 fiY5(RI) P5 59 W %r 5Y5fp p"' Saf I] %5' SYS(xl] PT'. 5v5G11 '$ m SYS(N x W2 S5G0 BEAMS J W 02 -!ri (s1) ) (,ti W C12 &t MIS-OC(0) 1 I]I cis -w([+) Bs C15SO .,2^((.1 CCIG 92: C,6-12i'G[) a]1.i11 95. OCI[.1)6([I) t i BI OCIx •IlC(ap fi B16 C16 AJS Gp 111" fWrh,) ' %0 %4 %, 012 C12-,22rh1) W2CIO -Wf Il W P C,0 -,2rG0 f WS. n0 -,WO W6. CIO-T W) y3 JOISTS 4.Cf2-IWS(G•1 f 11 C12-I4iS(M) PIS - %6 P12 II Cf2 •1565-(m) .O' Ctz - I W r(Rp A C12-IWS(a1) A Cp .1 W r(AI) A.02-IWr( y JP C,2 .,Brin1 n A C,2 -IMM I A. C12-16T(Yp i 00 02-,lTfl) 6 PIS PIS , At 02:=N A2 C14-,WS(m P20. I p2,P Y A]. CI. gWSM) l Al CIO-159SG0 JIS CIO-I59SIxl) ''iss SC�C �aTf✓JCitV (q -2!'2i ➢2 C12-,WShQ _ .,, .. ur" _ nl, 2 SRU .srco a•af ns U A I) C E f a21) IM C1 2 .,WSGmr(4p M M CIO.1WrGI2) Ll C12 •IW(0) .•r�v® 20 �z L .0! 012 •+6*nn V .. '� } Plan Yaw M ti !!„ L aAki T^ http://Portal.cogan.com/WebservicesIGetQuote.ashx?id=293038&Design=3&format=MP... 10/26/2016 J J W J J J J J o J J J J J J J J J J J J J n S a;Wo o� D T Y T T Y 1) 1 T P Y 1 Y Y Tz l 6 D Y D n z r q J J V V V V V V J A O N N W N N YI YI N N VI N N F C G CO G G O O a US Engineering Calculations Page 4 of 8 01 Cogan Shear Moment Vertical Reclstance Resttnnce Derlectlon V M 3o1st Qty Length Jk] [1t-k] IoW Selection 327 (2Y) 4Y vT,L *I. Log IAcrv. ax5 Cs s4(rew) .aao M.1lo.» Au...eN:o.l. vr: 9.aa Mr, la.w n.o:.ra a. 128 (IY) 360 CID Y 6.7 (raw,) y.. 13.31 M.: R3 21 ti1:Aa1 MI.1&0 A.A. n19 J29 (2%) 187- CJ2%l.4(nMg �n ILA Mr.R9d3 AIev.N 06: DEEP a 0293038 Rev 0 10/26/201611:45 AM Page 3 of g 89.051hs Draeh 115.01015 QA21) http://portal.cogan.com/WebserviceslGetQuote.ashx?id=293038&Design=3&format=MP... 10/26/2016 US Engineering Calculations Page S of 8 (a) Cogan Simply Supported Beams rmnlnm I 1 . a DEED 10293038 Bev 0 101261201611:46 AM Page 4 of a Design Criteria _ Live Laad(piif IN Dead Load (pen. 10 Maximum Beam depth (In316' Maz VeNcal Oe11eGI0n: WDO F1]ksi]: 50 E [WI: 29.000 Beam Schedule Shear Moment Vertical Resistanca Resistance deflection V M point loads Beam Qty length 11,3 [R-k3 Beam Selection Welght [kips] w19.15 Iv, u2e 4nnL o56 eO (Ix) lab' C16x 10.3(new) 151781les &a0n vn u.pa M.r.T 2s au...el.,p.v vffr 2.1. WI 5.93 11..LO.ol B1 (Is) W1 C12 x 7.4 (new) 40 7 [he Graph Vn tl d3. W:Ia, - NLvWna2; It 15.71 Ml, al... t .,,(122 B2 (Zx) 132- r "rw 2. C12 x 7.4(new) 81.4 his Oman V.1113a Mf,29.72 411...61.,au Wr 15t Mp.616 AAd.0J6 B3 (lx) 178' ==Aaaa DC16 x M 6(new) 305.S11Es Graph 1r 21.10 Mr9 M.6aa VI11223 rlvq ae.. Avv., ra 21 84 (Sx) 132' '°caw°' ""'w "'"®"'a 5 C16 x 10.3 (new) 113.3 Rx; yl w1 I..s. Wrrtal SS (2x) 132- 1 1 C16 x 10.3 (new) 113.31bs Omvh v1. IJ.03 M.Ni.:] MIIeuW. rO..• Wr t7.159 M11.6.61 ..wu,O.36 86 (1z) 178' FFacoaa C=1aaaaa DCl6 x 20.6 (new) 305.37 lb5 Graph .Mn wsn aa• I.. It 56 MIr4]a x<mnr OCl Ba (4z) 132' �''= CIS z 103 (new) 113.31bs Oman V111639 111r 74..1 .6.tv.lra... Be (lx) 178' OC24%18.6(1.) 275.910e dumb Vn 25.:6 Mn e3 Ofl - b..Wu a.at Mi M44 MIbad] a.lra..2 Be (Ix) lab' F Was M14 x 162(new) 240.3 des Omah V.r ILL50` a1...1.1a5! It, 12.97. MIr.445 A.0 10.21 B10 (Ix) 132' C16 x 10.3 (new) 113.3 Os O1c p8 va u.pr ro.IT:] 4Mn.• ., Vfr 6.54 M4 ]B.21 alto.,. M39 011 (I.) 15W `n C12 x 7.4 (-ew) 95.891hs Stmah u.e. n.,, 2a 12 11,1.21 M1123a1 am.raa4 812 (1x) 133- w=aaae C12 x 7.4 t-e.) 81J1 Its Graph Vn 11..1a nr.29.12 W, 14, Mn 3.19 aew.b p.ua B13 (1x) 66' - 12a.• CIO 6.7(new) 36.65 le; Chpin v.. 1..71 M•r 23.23 RY...II., I: Wry?i Me. AC.O. M07 814 (Ix) 13W Laaaaaaaaaaa'"' ^5� C10 x 6.7 (new) 72.58 lbs 9c ph v'.ual W. 2X23 All...1.. a..: If. 2.91 MIr, 10.17 1rv1110.17 515 (Ix) 130' �.3]- CIO x 6J (new) a2.581bs Graph n OAt W:2a.. au.0 6rnc W. Men 10...08 aauur0.0o 816 (Ix) 2T Vn la]t b, 23.2. MLObM p.W CIO It 6.7(new) :2.28 Ibs CBmh http://portal.cogan.com/WebservicesIGetQuote.ashx?id=293038&Design=3&fonnat=MP... 10/26/2016 US Engineering Calculations Page 6 of 8 O� Cogan Design Wteria_ Min. Column Size: ' a' P'1x Brace Type: Knee SUuclure Heright [in]124' V [as %P]: 2.50% G E[ksll: 29,000 CM: O.BS Cnn: MOS T h 1'��4xln l fa..kfew) Y.vl.. erti Column Schedule Unfactmed Unfactmed Moment unfactmed Shear Aahl (pad at bdda at Ease Column Qty Pfetal dP Lu K Casa Casa dSef PM Po1 PEQ PTPtAl MM MOL MPQ MTOfal1 Vfabl Column Oaseplats Anchor [kips] Imps] 1 2 5 [klpa] [kips] (kips] [kips] [R-k] [R-k].(R-k] [R-k] [k] -Selection PO (1x) 8.31 8.31 91.5' 1.2:.78 J4 .73 1.69 .62 .00. 8.31' 3.04 .24 1.58 4.87; As 5 x S x 1/B MBP-I0x10x0.75 MA-M-6-2- P1 (Ix) 10.67 7.78 91.5- 1.2! .56 .53 53 % 9.88 .79 .00 30.67' 1B5 ,23 2.03 5.11 .28 5 x 5 x 3/16 MSP-SOx10x0.75 MA.M-6-1- P2 (1x) 4.11 4.1191.Y 1.2, .38 .37 .35 , 3.80 .30 .0W 4,11i 1.51 .12 Jai 141? .18 5x 5x 1/8 MBB-IOxIND.75 MA-M4 2- P3 (lx) 6-0 6.99 91.5- 1.2 .65 .62 .61 6A7 .52 .006.991 2.56 .20 1.33, 4.10, .18 5 x 5 x 1/8 MBP-1Qc1Cx0.7S MA-M-6.2. Po (2x) 6.29 6.29 91.5- 1.3; .59 .56 .55 5.83 .47 .00• 6.291 2.31 .I8 1.20 3.691 .18 5x 5x 1/8 MBP-I0xIM.75 1,iA-M.6-7- PS (1x) 16.61 11.67 91.S' 1.2:.66 .81 .83' 15.33 1.23 .00. 16.611 4.28 .34 3.17; 7.79,% .28 5x5x3/15 MBP-I0x1W.75 MA-M-6-2- P6 (lx) 27.00 4.08 91.5- 1.21 .92 ." .94 MCC 100 .00 27.00i 1.49 .12 5.15' 6.76' .28 Sx5x3/15 1,189-10x10x0.75 MA-M-6-2- P7 (1x) 22.78 .69 91.5' 1.2, .69 .62 .69 21.09 1.69 .00:' 22.781 .25 .D2 4.34' 4.62 .28 5x 5 x 3/16 MBP-1f lOxO.75 16IA-M-6-2- PB (2x) 22.59 7.69 91.5- 1.2j .52 .53 .58 t 11.66 .93 .00 10591 2.82 .23 140 SA4i .28 'Sx5x3/16 MBP-10x10x0.75 MA-M-62- P9 (lx) 16.0 11.69 91.5. 1.21 .86 .81 .84 15.40 1.23 .00, 1663{ 4.29 .34 3.17 7.80` .28 Sx 5x3/16 MBP-IOx1Oz0.7S MA-M.6.2- PIO (ix) 27.14 3.99 91.5' 1.21 .92 .84 .94 ] 25.13 2.01 .00. 27.M 1.46 .12 5.17!_ 675- .28 5x 5x 3/16 MOP-10x10x0.75 MA-M-6-2- P31 (2x) 23.11 .01 91.5- 1.2! .68 .61 .68 21.40 1.71 .00, 33d11 .00 .00 4.41 4.41 .28 ' S x 5 x 3/16 MBP-10xI0x0.75 MA-M-6.1- P12 (2x) 12.61 7.71 91.5- 1.2; .62 .58 .59 ' 11.67 .93 .00' 12.611 Z63 .M 2,40' 5.451 .28 S x 5 x 3116 MBP-1Cx1Ox0J5 MA-MG-2- P33 (1x) 15.12 10.17 91.5. 1.2; .77 .72 .74 ; 14.00 1.12 .00 15.12! 3.73 .30 2.88 6.91' .28 5 x 5 x 3/16 MBP-10x1W.75 MA-M-6-2- P14 (3x) 24.51 1.97 91.54 1.2i .78 .71 .79 22.70 1.82 .00 24.51� .72 .06 4.67' 645p 28 5x 5x3116 MBP-IOxIM.75 MA.M-E2- PIS (lx) 12.92 9.12 915' 1.21 .67 .63 .64 - 11.97 .96 .00 12.921 3.34 .27 146'. 6.071 .28 5 x 5 x 3/16 M5P-1Ox1Ox675 MA-M-64- P16 (U) 21.79 .95 91.5' 1.2 .67 .60 .67 20.18 1.61 .00 21.791' .35 .03 4.15' 4.53I .28 5 x 5 x 3/16 MBP-1Ux10x0.75 MA-l+6.2- P17 (lx) 23.06 1.92 91.5' 1.2 .74 .0 .74. 2135 IJl .00'. 23.061. .71 .06 4.40 5.161 .28 5x 5x3/36 MBF10xI0xD.75 MA.M.6-2. PIS (Ix) 6.26 6.26 91.5' 1.2I .59 .56 54 5.80 .46 .00 6.261 In .16 1.19' 3.67! .18 5 x 5 x 1/8 MBP-1OXIND.75 MA-M-6.2- P39 (Ix) 6.87 6.44 91.5- 1.2 ,62 59 .58 636 .51 .DO- 6.87E Z36 .19 131�, 3.86y .18 Sx Sx1/8 MBP-SOx1OxO,75 MA-M-6-2- PZO (Ix) 5.03 5.03 91.5- 1.2 .47 '62 .45 A3 - 4,65 .37 .00 5.03t 1.84 .15 .W 2.95; .19 5x 5x 1/8 MBP-1ox10x9.75 MA-M-6-2- P21 (1x) 6.64 6.64 91.5' 1.2 .62 .59 .58 , 6.14 .49 .00 6.64' 143 .19 1.26 MW .18 5 x 5 x 1/0 MBP-IOx10aO.75 MA-M-6-2- Pn (1x) 6.61 6.6191.5- 1.2 .59 .58 6.12 AS .00 6.61j 2.42 .19 1.26 3.88; .18 5x5x1/8 MBP-IOx10x0,75 MA-M-6-2- http://Portal.cogan.com/WebservicestGetQuote.ashx?id=293038&Design=3&format=MP... 10/26/2016 00 0 N a � 4 W � y uIN O w p P 0 S a y 3 S S 3 3 d S 7 3 S S 3 S d a^ n ri n ri �: r r n n m m m n n n ri d n y� n r: F• x x% x x x '^ x x%% N fl N N N N N N N� V O m N N � N N N m ! m � u u u u m u u o u m u o g a m o gC o UN 0 � ryM S� m v o N N P 7YSu P w q r P N w V 1� P xzC�mSGi�rF�9e�m9,'�� ' � ujl =Y C O p �° °� r�6 m n N ry 0 Y1 V m 0 O IN`I H w eP'1 N 0 0 N P ^ P 7 N! tl^pV u N O N N § 8o iO o I - . US Engineering Calculations Page 8 of 8 DEEP 4 0293038 Rev 0 Q.' Cogan 10/26/2D3611:46 AM page 6 or 7 PM Pot Pie P7atal MLL MPI MEO M7atnl Y7mal Column Column Qllr Height [klps] [kips] [kips] [kips] [t1-k] [ft-k] Eft-k] (ft-k] [k] Selection Baseplate Anchor tmin T V Pi (1x)122- 9.88 .79 2710.93 285 23 2.03 5.11 .28'5x5z3/l6 M6P-IOxlOxOJS IM-M,6-2-0.62S.7502.437 .am P2 (Ix) 122- 3.80 .30 .10 4.21 1.51 .12 ,78 2.41 .I8 S x 5 x t/8 MBXI0x10x0.75 MA-M-6-2-0.625 .750 1.307 .000 P3 (Ix) in- 6,47 .52 .17 7.17 2.56 20 1.33 4.10 .18 5x5xl/B 145MOx1Dx0.75 MA-M-6-2.0.625.750 2.225.000 P4 p.) 122- S.83 .47 .16 6.45 2.31 AS 1.20 3.69 .37 S x S x I/B MBP lOx10x0.75 MA-M-6-2.0.62S .M 2.004 .000 PS (Ix) In' 15.38 1.23 .42 17.03 4.28 .34 3,17 7.79 .28 5x5x3116 MBP-10x10x0.75 MA-M-6-2-0.75 .750 3.649 .DOD P6 (I.) In' 2S.M 2.B0 .68 27.68 1.49 :12 SAS 6.76 .28 5x 5x3/16 MBP-IDx3Dx0.75 MA-14-6-2-0.625 .7501.362 .000 P7 (Ix) 122- 2109 1.69 .57 n.35 .25 ,02 4.34 4.62 .28 5x 5 x3/16 MBMOxI0x0.75 MA-M-6-2-0.6n .750 .482 .000 PB (2x) 122- 11.66 93 .31 12.90 2.82 ,n 2.40 5.44 .5S 5x5.3116 MBP-IOx IDx0.75 MA-M-6-2-0.625 .70 2.391 .000 P9 (1.) 122' 25.40 1.M .42 17.05 4.29 .34 3.17 7.80 .28 5x 5.3126 MBP-10.10x0.75 MA-M-b2-0.75 .7M 3.6%.000 P30 (Ix) 122• 25.13 2,01 .68 27.82 I.46 .12 5.17 6.75 .26 Sx 5 x3/16 MBP-IOx1Ox0.75 MA-M-6-24.625.750 1.341 .000 P31 (2x) 122' 21.40 1.71 .sa 23.69 .00 .00 4.41 4.41 .55 5x5x3/I6 MBPIOx10x0.75 MA-M-6-2-0.625.7SO .348 .000 P12 (29) In' 11.67 .93 .32 M92 2.83 ,23 2.40 5.45 .55 5x5x3/16.MBP-IOx10x0.75 MA-M-6-2-0.625.750 2.396 .000 P13 (1x) In. 14.00 I.I2 .38 15.50 3.73 ,30 2.88 6.91 .I8 5 x 5 x 3/I6-1415M0x10x0.75 MA-M-6-2-0.625 .750 3.174 .00D P14 (Ix) 122- 22.70 1.82 .61 n.13 .72 Q6 4.67 5.45 .28 Sx5x3/16 MBP-IMOX0.75 MA-M-6-2-0.68.750.796 .000 PIS (ix) 122- 1397 .96 .32 13.25 3.34 .27 2.46 6.07 .28 5x5 x3/16 MBP-10x100.75 MA-M-6-2-0.6n .750 2.852 .000 P16 (1x) 122- 20.18 L61 .54 22.34 .35 ,D3 4.15 C53 .28 S x 5 x3/16 M8P-]OxI0x0.75 MA-M-6-2-0.625 .750 .SM .000 P17 (Ix) In' 21.33 1.71 .0 n.64 Jl 46 4,40 5.16 .28 5x5x3116 MBP-I0x30x0.75 MA-M-6-2-0.6n .750 .767 .000 Pie (Ix) in' 5,60 ..46 .16 6A2 2.29 .18 1.19 3.67 .18 5x5x1/8 MBP-IOx10x0.75 MA-1,1-6-2-0.625.750 1.03 .am P29 (Ix) 122- 6.36 .51 .17 7.04 2.36 .19 1.31 3.86 .18 5 x 5 x I/B MBP-IOx10x0.75 MA-M-6-2-0.625 .750 2.042 A00 P20 (Ix) In, 4.65 ,37 .13 3.15 1.04 AS .96 I.95 .00 5x Sx 1/8 MBP-IOxlOxO.75 MA-M-6-2-1625.750 1.600 .000 D21 (Ix) In. 6.14 .49 .17 6.110 2.43 39 1.26 3.89 .00 5 x 5 x 1/8 MBP-IOxi0x0.75 MA-M-6-2-0.625 .7SO 2.112 .000 P22 (Ix) in- 6.12 A9 .17 6.78 2.42 ,19 1.26 3.88 AO 5x5x 1/8 1,18P-INI0x0.75 MA-M-5-2-0.625.750 2.105 .000 http://portal.cogan.com/WebservicesIGetQuote.ashx?id=293038&Design=3&format=MP... 10/26/2016 Storage Depot Center LLC 5801 S us 1 Comment Response Narrative William Thomas Domanski, P.E. March 21, 2017 Revsion Number 1: Responses to Building Department Comments (B.D.C.) Permit No. 1611-0531 ^1� Il C e t4,s iC�s f d" �;,, MAR 3 12017 PERMITTING St. Lucie County, FL Comment # I Comment Response Department: PLANS EXAMINER REVIEW, Ed Roseberry PLEASE INCLUDE OCCUPANCY CLASSIFICATION FOR Occupancy Classification for building is Storage St. 1 THE EXISTING AND NEW PORTIONS OF PROJECT, This has been noted on new sheet LS-1. PER FBC 107.2.1 PLEASE INCLUDE TOTAL SQUARE FOOTAGE FOR THE Gross square footage of the second floor is 11,968 2 EXISTING AND NEW PORTIONS OF PROJECT, PER ft^2. The new portion of the second floor is 8,983 FBC107.2.1 f02. This has been noted on new sheet LS-1. PLEASE INCLUDE OCCUPANT LOAD FOR THE EXISTING The Occupant Load is Storage which equals 3 AND NEW PORTIONS OF PROJECT, PER 300Ft^2/person. This has been noted on new sheet FBC107.2.1 LS-1. PLEASE INCLUDE CONSTRUCTION TYPE FOR THE Constructuction Type of existing building is Type II - EXISTING AND NEW PORTIONS OF PROJECT, PER B. The Construction Type of new portion of the 4 FBC107.2.1 project is Type II-B. The building is to have a new sprinkler system installed. This has been noted on new sheet LS-1. PLEASE SUBMIT LEVEL OF ALTERATION COMPLYING The level of alterartion, per the FBC is Level 2. 5 WITH FBC EB301.1 This is noted in note 2 of the design criteria on page S-1. 6 PLEASE INCLUDE BUILDING SECTION DETAILS, PER FBC Sections have been added on new sheet S-4 and 107.2.1 cut on plan, sheet S-2. PLEASE SUBMIT ALL RESPONSES FROM THE DESIGN We will comply. Revisions are clouded on the re- 7 PROFESSIONAL IN RESPONSIBLE CHARGE OF THIS submittal drawings and responses are noted in this PROJECT, FBC SEC. 107 narrative. DUE TO SIZE AND OCCUPANCY CLASSIFICATION, See new fire sprinkler drawings under separate 8 PLEASE SUBMIT REQUIRED FIRE SPRINKLER SHOP permit. DRAWINGS FBC 903.2.9 PLEASE SUBMIT FLOOR PLANS SHOWING ALL Please see the new Life Safety sheet, LS-1 for exit 9 REQUIRED EXIT ACCESSES, COMMON PATHS OF accesses, common paths of travel distance and TRAVEL DISTANCES, AND EGRESS REQUIREMENTS egress requirements. COMPLYING WITH FBC CH 10 PLEASE SHOW STAIR DETAILS COMPLYING WITH SEC. Please see the updated metal framing drawings by 10 1009, WITH RISER HEIGHTS COMPLYING WITH 1009.7.2 the delegated engineer. Department: ZONING REVIEW, Lydia Galbraith DEPENDING OF DEFINITION MEZZANINE OR 2ND FLOOR The new metal framing by the delegated engineer is IMPACT FEES MIGHT BE APPLICABLE. FILE WILL NEED considered a second floor. Mezzanine was used 1 TO RETURN TO ZONING FOR IMPACT FEE REVIEW based on the name of the delegated engineer's AFTER APPROVAL PLANS EX drawings. page 1 of 1