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HomeMy WebLinkAboutENGINNERING-PROJECTMarch Adams & Associates I Job Name: A-M )L'A bow)-g- Pr STuLutGNo. 102 Consulting Engineers Pepared by: f� • ADAMS Date: 91 z115 P.O. Box 3689 ����'Neet No: of Scale: 310 Dodds Avenue iu `'Topic: Chattanooga, TN 37404 13Y (423) 698-6675 StLuC96C("er: ther: NkNLS. Dl,= i psi Ll-= O �FC,71CIJ 27, 4,4- z7, C5 �h co F2c� c t �(;� TL1�E "��P �bC wN�N� . _. .�=2,cu7'; ww z��•24')�114,1P,� ""Z43 p�.f. �w�N,�)., 3' ?4i�;lps.� 2,l67.i D..' 0. 3� .(Z��O��Z�B - 12q -�»_ �550 'bAI/300Pf —�S = �►137, 3 ,1X 0 ".....:........:... . _ ._._........ .... : .._ :.... � .......: IASE.....1. Kl....�. O�o2s (n�o3"f'(o. tyl►3G.. --VP-- FRRm��s ; Zh3"A' p �edo� eov v . F /ON 47413,18 ®®m®®°° It 7, Company March Adams & Associates Sept 2, 2015 SADesigner B. Adams Job Number 14262 Checked By. B. Adams o G I E s Model Name 3x3Awning Global Display Sections for Member Cales 5 Max Internal S_ectiorrs_.forMember Cal"cs 97 Include Shear Deformation? Yes I'ncludesVU_ar ing?' - - - Yes _ Trans Load Btwn Intersecting Wood Wall? Yes :I'ncrease Nailing Capacity fior '1Nrnd? Yes Area Load Mesh (in A2) 144 P-Delta Analysis Tolerance 0.50% Include P Delta afor,YNalls?' : Yes Automaticly Iterate Stiffness for Walls? Yes Maximu , .Iterafiom Number_for 1Nall, Stiffne, Gravity Acceleration (ft/sec"2) 32.2 'W' , Mesh,Size,'(in) Eigensolution Convergence Tol. (1.E-) 4 ,VerticalAxls Y__..-.---.. -- Global Member Orientation Plane XZ Static�Solver'..: -_ _ _-_ _ -_ -_ _ Sparse Accel`e`rated' Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th(360-10): ASD Adl;uSt:St�ffness?; RISAConnection Code AISC 14th(360-10): ASD ColdFor,�med�.Steel Code Wood Code AF&PA NDS-12: ASD 1W,00d_Tem-;erature _ < 1QOF Concrete Code ACI 318-11 ACT 530.M ASD Aluminum Code AA ADM 1-10: ASD - Building Number of Shear Regions 4 Biaxial Column Method Exact Integ''ration Rarme'BetA'Factor PCA) l 6:5 - , 1 Concrete Stress Block Rectangular ;Use. C-r It l;Sections?' Yes Use Cracked Sections Slab? Yes Bad Framin.g.lNarnmgs?- _Unused Force Warnings? Yes Mn:1 Bar Diam_: Spacing Concrete Reba rSet REBAR SET ASTMA615 Max % Steel for Column 8 I RISA-3D Version 12.0.2 [T:\..A.ACALCS\Structural\3X3 CANOPY.r3d] Page 1 r Company March Adams & Associates Designer B. Adams llpaSA Job Number 14262 r,T E c x N o L o c I E s Model Name e_ 3x3Awning bat Seismic Code ASCE 740 Se' smfo Base.El'evation ', ft), Not:Enfer.:0d; ... Add Base Weight? Yes 02- - I - _ Ct X 02 T_Z (s p)_ N'oY Entere'di -- T X (sec) Not Entered - RX 3 Ct_Exp; Z .._ .75 Ct Exp. X .75 SD;1 . _' 1 -- - 1 SDS 1 I TL (sec) 5 I RskCat ._ . _ _ .__ _ rL,orfl, I_ mZ 1 I ho Z 1 .tio, X Sept 2, 2015 Checked By. B. Adams Aluminum Properties E G k ' Nu Therm Densbf able BA kt Fturksil Ftvrksil Fov[ksil Fsurksil Ct 1 Label 3003-H14 LN.I 10100 sI 3787.5 .33 1.3 .173 Table B... 1 19 16 13 12 141 ;.,2 _ 6061-T6_ 1,0100�' 3787.5 ' ..3.3 1: 3 _ ' .173 Table B..; _ 1 _ 3:$ - 35, 35,_ 24 1:41 3 6063-T5 10100 3787.5 .33 1.3 .173 Table B... 1 22 16 16 13 141 4 -; ._ 6.06$T6 - 101 Q0._ 378.7, .5_ , .3:3 . 1,1. 173', Table B.; 1 _ 30' _ _ '25. 25, -._ " 19' _ i 1,41 5 5052-H34 10200 3787.5 33 1.3 173I Table B . 1 34 26 24 20 _ 0 141 _ 6 6.061-T6 VU 10100,13,187.5 ' 33 - - 1 __. _ _ : - 24 _ . 141 Aluminum Section Sets Label Shape T De n List Material Design Rules A m2 I in4 Izz in4 J in4 1 T1 RT1 X1 X0.065 Beam AA Channel 3003'; H14 T ical .243 .036 .036 .053 Joint Coordinates and Temperatures Label X [fti Ylffti Z rfti Temp F Detach From D... Nil 0 0 0 0 1 _ _ N2 3' Q' - 0 ..'2..; 3 .. N3 1.5 1:5 0 0 4 N4 p ,3 0 Q' Aluminum Design Parameters F,...r I ......,r, k,4r I _Mrn 16w Ih7 Ch %NPIAP F:tjmtl RISA-3D Version 12.0.2 [T:\...1..\CALCS\Structural\3X3'CANOPY.r3d] Page 2 r Company March Adams & Associates Sept 2, 2015 Designer B. Adams 11wiSA Job Number 14262 Checked By. B. Adams T E C H N o L o c i E s Model Name W Awning i Joint Loads and Enforced Displacements (BL' C 2: WL) 1-;-4- 1 -k-I 1 r) RA Mircn+inn RAnnnit irim r(Ir Ir-ff1 (in rnrl) (k*cA7/f 1 N4 L, X .459 3 N4 L - Y .459 4, •N2.L Y .:459' Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... • Joint Reactions - LC Joi o Data to Print MY rk-ftl MZ Joint Deflections I h L,;r.4 I �tial V 6n1 V Bnl 7 nnl Y Rn+n+inn rr . V Rn+o+inn rr 7 Rn+n+inn rr 1 6 N1 0 { 0 0 0 0 4.417e-4 2 .6 . - N2 008; . .:01.9 _,' - - _ 0 01 0 6.387e-4 3 6 N3 -.003 .003 0 0 0 3.821 a-4 N4 '0 - L.0_. ..0 '00.--- • I i Member Section Forces I r' M1Ae. k— I ohol Iz— A.A.111,1 v Cho.rrL l Chcorr4l Tnrml iork-f+l v-v hAn 7-7 M n 1 6 M1 1 0 0 0 0 0 0 2' 2 io 0 0 _ _ a ''0 0 3 3 0 0 0 0 0 0 4'_ 4 ._10 0 0 0 0. i0 5 5 0 0 0 0 0 0 6 6 M2 1 .388. 0 _0 .d 0 0 7 2 .388 0 0 0 0 0 8 3 .388 1' 0. 0 0. 0 . -.00.1 9 4 .388 0 0 0 0 1 0 10 '5. -.3'88 I' '0 0 0' �0 '0 11 6 M3 1 -.55 0 0 0 0 0 12 2 -.55 0 01 0 0 0 13 3 -.55 0 0 0 0 0 14 4 -.55 0 0 0_ 0 0 15 5 -.55 0 0 0 0 0 1.6. 6 M4 1 0- 0 0 0. 0 0 17 2 0 0 0 0 0 0 18 3, . 0 0 0 0- 0 0 19 4 0 0 0 0' 0 0 20 5 0 0 0' 0 0 0 RISA-3D Version 12.0.2 [T:\...\...\CALCS\Structural\3X3 CANOPY.r3d] Page 3 0 • I Company March Adams & Associates Sept 2, 2015 SA Designer B. Adams Job Number 14262 I Checked By. B. Adams r e c H N o L o G 1 E S Model Name 3x3Awning Member Section Stresses LC Member Label Sec Abalrksil y Shearfksil z Shearrksil y top Bendin...y bot Bendin...z top Bendin...z bot Bendin 00 0 e e �00000 0� © •. ee 0 e' e' 00 0� �� 11' 0 e' e• 00 �m0 0� e e 00000 �� 00 ° ® ee. 0e• m� �0�0 ee• ee• 00 ' Member Section Deflections LC Member Label Sec x rin1 11 y finl z rinl x RotaterradL_(n L/TRatio (n) L/z Ratio QO D0�00�® ® ® o e o m0 0 ee: e 00 I RISA-3D Version 12.0.2 [T:\...1..\CALCS\Structural\3X3 CANOPY.r3d] Page 4 ~ Company March Adams & Associates Sept 2, 2015 -SA Designer B. Adams Job Number 14262 Checked By. B. Adams T E C H N O L O G I E S Model Name 3x3 Awning MemberAA ADM1-10: ASD - Building Aluminum Code Checks 1 r RA--. — Qk— 1 Vt TA— I nnrw I —wi nir P—/O Pn4/Om Rnmt/n Rnn7/0 \/nv/0 Vn71n Ch Fnn 1 6 M1 RT1X1X0.... .000 0 .000 0 z 1.022 2.356 .047 .047 .609 .609 1 H.1-1 2 6' M2.. RT1 X1 XO; .. .'5'8Q . 2,121 0:01 4:243 :695 2:3'56 047 _ :Q47 _ :6D9 609 1,261 H.1-1 3 6 M3 RT1 X1 XO.... .238 1.5 .000 3 1.022 2.356 .047 .047 .609 .609 1.136 H.1-1 4 ..6 M4 'RT1X1Xo..,:• :001;_. 1.06,1 .000 0 : 1::254 2.356 ...047 March Adams & Associates Consulting Engineers P.O. Box 3689 310 Dodds Avenue Chattanooga, TN 37404 (423) 698-6675 Job Name: PA )LLi DOU-Pd . ?T-- STL LA-ctGNo. q-Z02- Pepared by: • A'DA-M S Date: 91 z/ I5 Sheet No: of Scale: Topic: Other: Other: Nt1vLS Dl -- 1 Div= C �7-1.0. FC;n,-tJ z7, 4,4 P = h iF C N - S .9 f s f C �5) 2 � lo� = 114 •.-1 s� L'L l.T nnA-r>r MoUT , lbL�; tL166 1 CF e-hL-C nASE (? .�,r¢': �WV4v'ilr wwz�5:114.�P,�) =-325 ply _. . Wo=Zcs,����c'ps�' 0. (n w = ; Q, (0 L2.a� -r 0, loC'-- - _ - - (�)2/B S 0 163: . _............ _.....I2.5 .:.(O0(o3 -f.(o )yl3 5 @ F2oM /rapt I .__.. ia0�o.3_7b 7vt3:G .. Fo.R-. FRAt►'��s. 99r O Company 1IRKSA Designer Job Number T EC x N o Lo ci Es Model Name Global March Adams & Associates B. Adams 14262 44 Awning Dispiay Sections for Member Cales 5 M`az Internal Sections_for:Memb_6tCal'cs _ ;97_ ! Include Shear Deformation? Yes ! - Trans Load Btwn Intersecting Wood Wall? Yes ! Increase Nailing Capacity, for 1Nind?' Ye's' Area Load Mesh (in A2) 144 Me*_Tofecance in) _ - 12 P-Delta Analysis Tolerance 0.50% ! Include• P,Delta for Walls? ;'Yes _ !- Automaticly Iterate Stiffness for Walls? Yes M � -_ ;,'_axirnum Iteration Number for UVall Stiffne - - i Gravity Acceleration (ft/seCA2) 32.2 WaII.-M;esh,'Size (in) ,12 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis_ Y i Global Member Orientation Plane XZ Statc'Solver - __ PAT rse..Accel_erate:d Dynamic Solver Accelerated Solver Hot Rolled Steel Code Al SC 14th(360,-10): ASD Adijusf-Sliffness? - ;Yes'clteratWA I _ RISAConnection Code Al SC 14th(3601,10): ASD Cold .Formed Steen Code AI,SI' 5100=1`0':.ASQ Wood Code AF&PA NDS-12: ASD 1Nood Temperature < :1.00`F j Concrete Code ACI 318-11 i M'5, hry:Cod6 I" 1,530A t,ASD Aluminum Code AA ADM1-10: ASD - Building Number of Shear Regions 4 ;R4eg on;Spacing-Ingf, ,er>t-(in)_ . 4'_ Biaxial Column Method Exact Integration, P6HI-p-Beta Factor PCA _ 65.. Concrete Stress Block Rectangular Use 'CracKed Sections? Use Cracked Sections Slab? Yes Bad -Framing Warnings? ._ _- ,RO Unused Force Warnings? Yes Min,_I Bar Diar-i. Spacing? _.TiNo Concrete Rebar Set REBAR SET_ASTMA615 Min, % Steel for Column 1 Max % Steel for Column 18 Sept 2, 2015 Checked By. B. Adams RISA-31D Version 12.0.2 [TA.A..\CALCS\Structural\4X4 CANOPY.r3d] Page 1 Company March Adams & Associates Sept 2, 2015 SA Designer B. Adams Job Number 14262 Checked By. B. Adams T E C H N 0 L 0 G I E S Model Name 4x4Awning l Global, Continued Seismic Code ASCE 7-10'i Seism ic,Base Elevation ft) Not Entered, Add Base Weight? Yes Ct X .02 T Z sec Not Entered T X (sec) Not Entered R Z _ .. .. . 3 1. RX 3 Ct Exp. Z .75- Ct Exp. X .75 SD1 1 l SIDS 1 St 1 TL (sec) 5 Risk Cat I or H mZ 1 m X 1, ` Rho Z 1 hoX 11. I.._. Aluminum Properties I nhal F rkcil C,. rkcil NII Tharm r npncitvr Tnhla R d kt Ftlirk cil Ftvrkcil Pnvrkail Fcilrkcil rt 1 3003-H14 10100 3787.5 .33 1.3 .173 Table B... 1 19 16 13 12 141 2 :6061-T6 10100 3787.5 .33' 1.3_ .173 . Table B... 1_ _- -38; _. 35 3�5 _ _ _. 24 141 3 6063-T5 10100 3787.5 .33 1.3 .173 Table B... 1 22 16 16 13 141 4 _60133-T6 1010.0'. 3787.5 :33 1.3 -.173 TWb B... 1 30 25 25 19- 141 5 5052-H34 1 10200 3787.5 .33 1 1.3 1 .173 Table B... 1 34 26 24 20 141 6 6061=T6 W 10100. 378'7.5 .33' 1.3 .173 `Ta61e a.-. 1 24 15 15 15 141' Aluminum Section Sets Label Shape Tvpe Design List Material Des i n Rules A Fn2l I yy fin4lIzz rin4l J[in4 1 I T1 RT1 X1 XO.0651 Beam I AA ChannelI 3003-H14 1 Typical 1 .243 1 .036 1 .036 1 .053 Joint Coordinates and Temperatures I �Iwl Y rf+1 v Iffl 7 rfhl T.— rGl n.+.ri, Frnm r) 1 N1 0 0 0 0 2 N2 _ 4 0 0, _ 0 3 N3 2 2 0 0 4 N4 0 4 0' 0 Aluminum Design Parameters I MFwl Rhnna I aruithrffl 1 hvvrftl I h77rffl I emmn tnnr I emmn hn+r I -tnrn Ilvv V71 Oh W.H. M—ti RISA-31D Version 12.0.2 [T:\..A..\CALCS\Structural\4X4 CANOPY.r3d] Page 2 L . Company March Adams & Associates Sept 2, 2015 • Designer B. Adams IIIPuSA Job Number 14262 Checked By. B. Adams T E c H N o I. o c I E s Model Name 4x4Awning Joint Loads and Enforced Dis Joint Label cements (BLC 2 I n nn� Direction Ma nitude k k-ftin r•ad k*sA2/f 1 N4 L X .459 :2 N2 L — - 4,59 3 N4 L I Y 4. N2, L Y _.459 459 Basic Load Cases BLC Description Category X Gravitv Y Gravi �, Z Gravity Joint Point Distributed Area Me... Sur ce P... 1 I DL DL I 1 -1 2 WL WL I _. 4 Joint Reactions - Overstrengith LC Joint Label X Y Z k MX k-ftMY k-ft MZ k-ft No Data to Print ... Joint Deflections LC .Inint I ahol X Gnl Y finl' 7 rinl X Rntatinn rr Y Rntatinn rr 7 Rntatinn rr 1 6 N 1 0 0 0 0 0 3.067e-4 • 2 6 N2 .011 _ :026 '', 0 0 0 7.738e-4. 3 6 N3 -.004 .004 0 0 0 3.822e-4 N4 Q U- ----Q 0 0 0 i Member Section Forces I f. hfiamhor I ahol Sar Axinlrkl v RhPnrrkl 7 Rhaarrkl Tnrni,ork-ftl v-v Mn 7-7 Mn 1 6 M1 1 0 0 0 0 0 0 2 2 0 0 0 0 0 0 3 3 0 0 0 0 0 0 .4 4 0 0 0 0 0 0 5 5 0 0 0 0 0 0 ,6. 6 . M2' 1_ _ .387 0' 0. .-0 0 0 _ 7 2 .388 0 0 0 0 0 - 3 .388 10'- 0 0 0 0 9 4 .388 0 0 0 0 0 1.0 5. .388 G 0 0 0 0 11 6 M3 1 -.55 0 0 0 0 0 12 2 -.55 _ 0 0 0' 0 0 13 3 -.55 0 0 0 0 0 .14 4 -.55 0, 0 0 0 0 15 5 -.55 0 0 0 0 0 1'6 .6 M4 1 0 01, 0 0 0 0 17 2 0 0 0 0 0 0 1,8 3 0 0 0 0 0 0 19 4 0 0 0 0 0 0 20 5 0 0 0 0. 0 0 RISA-3D Version 12.0.2 [TA.A..\CALCS\Structural\4X4 CANOPY.r3d] Page 3 . Company March Adams & Associates Sept 2, 2015 SADesigner B. Adams Job Number 14262 Checked By: B. Adams T E c x N 0 L 0 c I E s Model Name 44 Awning Member Section Stresses I I r Me...4,er I ., hel Cen AviollLcil v czk— —il > ChmrrLcil v +nn Ron rlin v hn+ R—Iin > +nn R—Ain > hn+ Ronrlin ©� ©0�00000 10 • • �� �® ®® A A � 0 mom ® ® A e e A e • �0 1 . 1 . ao Member Section Deflections 1 !` Cen v rml v rw > finl v {7n+�rorro rfl rn� i hi R�+in �nl I /> R�+in 1 6 M1 1 0 0 0 0 NC NC 3 3 0 0 0 0 NC NC 4 4 0 0 0 '0; NO N'C 5 5 1 0 0 0 0 NC NC 61 6 M2 . 1 .A ©I NC N C 7 2 -.003 ' -.003 0 0 NC NC 9 4 -.008 .01 0 0 6596.305 NC �:110! _. _._. _ . ` 5` ,:0;11_ �'' -. 026__�'�__ _'0' ;0' 261Y6':569° _ N;C-- 11 6 M3 1 -.011 .026 0 0 1851.028 NC 12 _ 2 _ -.008 :_ All T. _ . A _Q 2831:4:54. NC- - 13 3 -.005 i .009 0 0 5072.769 NC 14_ _ . _ . ,. - -4 ,_ _ 0.0,4 - _ 0 0. NG - KC _ 15 5 0 0 0 0 NC NC ;Q 40' 0 NC _ NC 17 2 0 0 0 0 NC NC 0. " L_ 002 0 0, r ,N,C NC 19 4 0 .004 0 0 9481.915 NC 2Q- 5' '0' . 00'5, - , - 0 0 6330:9'77 . NO I " I I RISA-3D Version 12.0.2 [TA.A..\CALCS\StructuraKI4X4 CANOPY.r3d] Page 4 I Company March Adams & Associates Sept 2, 2015 • 11 puSA Designer B. Adams Job Number 14262 Checked By. B. Adams T E C H N O L O G I E S Model Name 4x4Awning Member AA ADM1-10: ASD - Building Aluminum Code Checks • I C 114amhar Rhnna I I(` May I nnrftl Rhaar I nrffti nir Pnr.10 Pnt/nm Mnv/n Mrn/n \/nv/n \/m/n Ch Fnn 1 6 M1 RT1XIXO.... .000 0 .000 0', z .759 2.356 .047 .047 .609 .609 1 H.1-1 _'2 _ 6 _ M2 . RT1X1XO.-.' .003 2:828. .001' _, 0 ;- , , :397 _; 2:350 :041 .047 .609 _ ..609 '1.181 M:1-1 3 6 M3 RT1X1XO.... .241 2 .001 0 y .759 2.356 .047 .047 .609 .609 1.136 H.1-1 4 6. _ . M4 RT1 X1,XO.... .003 1.414 - .000 _ _ _0 _;j , ..1.067 ' 2:356 ,047 .047 :609 _ .609 1.1.36 H.1-1 )�- March Adams & Associates Job Name:T fNrAiL4 DcLtkP— Pr. ST• L.ttGtE No• 14'Z(0Z L Consulting Engineers Prepared By: I&,kDWS Date: P.O. Box 3689 Sheet No: of Scale: 310 Dodds Avenue Topic: Chattanooga, TN 37404 Other: (423) 698-6675 Other: :..__:_.._a....;_.... ....:....:.....'... .................. - - _ - :WIND LOADING ON ROOFTOP COMPRESSORS t t t t t J ;From 2010 Florida Building Code: ; -------------------------ti____:___.:____ ____;--_I__-,_----;--__ 1609.8 Rooftop structures and equipment. I ._____________________________a--__'!----s._-__<-___✓.-_--t__..t-.-.t---_s--_-a_-_- I' ____. ..... .................___..____.____---------- .____.:___,.----------------- --_ -- ;The lateral force on rooftop structures and equipment with Af less than (0.1Bh) located on buildings of all heights shall be determined from Equation 29.5-1 of ASCE 7 in which the value :of GCf shall be taken as 3.1. GCf shall be permitted to be reduced linearly from 3.1 to 1.1 as ;the value of Af is increased from (0.1Bh) to (Bh). The value of G from Section 26.9 of ASCE 17 shall not be used. Additionally, a simultaneous uplift force shall be applied, given by Equation; 129.5-1 of ASCE 7 in which GCf = 1.5 and Af is replaced by the horizontal projected area, Ar, of :the rooftop structure or equipment. For the uplift force GCf shall be permitted to be reduced :linearly from 1.5 to 1.0 as the value of Ar is increased from (0.1BL) to (BL). a - - --- --- - ---- ._ _. .. - - - --i-- '- -'........... t f t l t r t a tt 'For 25HCD360 compressors: ' Af = 35"*28.94" =.7.03 sq.ft., 0.1Bh = 0.1*80ft*20ft = 160 sq ft ............ .. »» ., w. .. t Ar = 35"*35" = 8.51 sq.ft . r t t r f•. I t t r t =----=------------------------------=----�--- = --- -;--- - -- Velocity Pressure, qz = .00256KZKaKdV2 = .00256*0.88*1.00*0.90*160^2 = 51.90 psf ---------------------------- ------ - _. GCf = 3.1 (per 2010 FBC 1609.8) From ASCE 7, Equation 29.5-1:, w .Y «. ----------------------•-----• =-- :..--= --=----=----=--- =-- -=--- =- - Lateral force, Fh = qZ*GCfAf = 51.90 psf * 3.1*7.03 sq ft = 1131.1 Ibs - - Uplift force, F„ = qz*GCfA, = 51.90 psf * 1.5*8.51 sq ft = 662.5 Ibs` - .»..; ..........Z.....................t................................ . . . .......................4....g....gwwww yw w .w. i , I . i • t f i , • i f • • f t r i i r , 1 --i----i-__-i--_-;-`-• t---- i-----i----f-----!----i----R----i----�•_•-i_---i-•_-i---- i---• i ----i --_-1 --- •- ................ t , r t , . Y 1 t • • i f ] i i t r l 1 Y t Y • r ] i r f I t ] ] 1 Y r� _ _ _a_-_-z..--.+----a__--.l-__....•--._:_-_.-<.----t----t---_ ....... _- • K---- ------ .•' - - -- - cO G r i , , t r . i J t r s I..........f t _ .'�..i....y....7...........,.....] r....�...«r....F....q....yl.....y...:ti.....y.....,.....�........� . �i ..x ... . r r t , . r r . , t t f • t r t , , � . i l . r , i f a t f . r , ....d....d....i._.._5....J.........;.....f.....L....G...,.L.._.b_...d.-.. J....J....J....�....�.....�. .. C ,. ...,-..... t r { t r . ' 1- t t r a t , . i , e r a . i • r r i r t � �• ------------- ...�,-A,-__.t.-_.J......5--_-_i---._•_--_�____-1.-___t.._..-r._-_..t__.._A.._-_S_-,._�1-.__.f.--.�--_---_---�._-__4.-.__t._--t_-__A-..--z____.t ._.. _.t. ,_-.1-.._,•-. _-. i r • i f I r f t J t t f . • i . r • t i . 1 r t i t . i r , . f • ] r t , t t f I r , . r t t I ] t J . r , i r , t r • i , t r i . / t r f t r { -_--T----7----------t-----I----•<•.-•----•__•--_--,.....-,---_.,..-....T__--7--_-•]___-•'___-•t_•-_-� -_-_� -__.�-.-.T._--_f----p--_-9-••_-Y_-__R_-__•Y--_-ti__--• t , / t s t • r t r t t i t Y , t i t t f ] t f . r a � t r i t f . t r t r • i 4 . i s t r t t , i r f t , i i r [ t f • i i i , a t [ i i f t I I t J i Y / i I i