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9601-048 (SFD) Structural Calcsrj CARLOS •ELIAS ' : REGISTERED CIVIL ENGINEER 38825 Charlesworth Drive. -. Cathedral City, California 92234 Telephone (619) 328-7271 January.4,•1996_ City of. La' Quinta Department of : Bu i l d i,ng &, Safety - 78495-Calle Tampico ' La. Qu i-nta, Calif. 92253 ` Attention: Mr. Mark Harold Gentlemen: This Tetter concerns the' -plan 1R"residence that is pro- ' posed, to be built .in La -Quinta. '•: This . i'denti'cal ;structure :has been built before in -your city in. accordance with my,'structural-, calculations b'as,ed on the 199'1 Uniform- Buil'di-ng-Code ., "I have reviewed the struct.ural`eleme,nts as previously ca'lcu'late.d ,for compliance 'with .the 1994 Uniform' :Bui ldin'g Code. -My prev iou calculations comply with th.e 1994 Uniform Building Code.- Only one beam was affected 'by the• 1994 code and this beam was found..'to comply .wi-th..the• 1994 "Uniform Building• Co' . de.See.. enclosed beam st.ruct,ural calculations dated Janu-a-ry '3, 1996. .Very, truly,,your.s, . � AAA Ca'•rIos Elias CE; j Encl. CARLOS ELIAS REGISTERED CIVIL ENGINEER 38825 Charlesworth Drive - Cathedral City, California 92234 Telephone (619)'328-7271 License No. 16839 Expiration - 6/1997:' June 5, 1996 City of La Quinta Post .Office Box 1504 La Quinta, 'California' 92253. . Gentlemen: "Please be 'advised that I authorize Mr.' Mike Mendoza to inspect and approve the structural construction put.in'place by Imperial Sun Construction, Inc.,, in-accordance with U.B.C..Code 307 on the single family dwelling.locdted'on Lot�275, Tract 26152, La Quintal California - CARLOS ELIAS £OSZ6 dD `3QISa3Ait� Z O Z s AVM N83A3S ZO LZ JNI833NI9N3 S3NIlaV3Q V- 0156 -' �p jlltl� �p 31 • ��� �I111� �1 I '86 -OE -6 A3 OIL8Z0O: I� ,b�p�SS330�a r s34:�s t11.o8 '-r9j-.�' jM �s ' s xz of s3 �n • � �, yN. •�� 5110 ,� ' S4�J,0}i7 �'XZ � o � � N 1 S1'10a 7��d �Z • �> ..HSSM -14. s SZ�N M o Z Shoe + OS91 7uo 1x�211s -5 �1�1 -9 .,.0„ 9 r91 SLGh i S -k x 9j )<'Z Ssn 1��n9 ��►�1 F .�N �1 s►x� f5M.1 ��cvdyNo w W 1) �17G ?J rv'd ]� 6L RP W R _Fo R BPO KEN T 55 ° ----- ~ 41. FE' nOER SrECIFICATIUNS Top Chd - Bottom Chd We.bG SPECIAL PLATE POSITIONING CHART hurd 2x 4 x Sfl-. STR• 14EM•FIR T 1= -1561 0 1= 5.'1' 1; N -1 -199 N 2 = 465 .x)1NTe X: (in) Y: (iii) ANGLE hord ?.x 4 x SEL. STR. HEM-FIR T 2- -1783 B 2= 5560 W 3 - -548 N 4 = 160 ------ ------ ------ -- --- iece 2x J ■.STUD S-P-F 1 3= -1J7G U 3= 5723 N 5 e -1'/5 N 6 = 25 1 5. Z9 ].'!(i 1.5 iece 3 16 T 4= -2024 0 4- 5718 N 7 = - 20 N 0 = 122 3 -101.69 -37.59 18.1. 2x 4 w 1GSOF-1.5E MSR IIEn-FIR . 1 Ci= -3272 1 ti- C!i47 N 9 = 780 N10 -:95 11 • 5.25 r-].7�i T 6= -3504 U 6= 5i!U9 NI1 = 313 N12 ='--50.1 13 -4.05 1.611 0.0 T 7- -3519 1 7- 4704 u19 .427 N14- -75t 1 0- -JJ10 U 0- 4032 N15 = 54L' NIG -1331EARING REOUIItEMENTS T 9.2901.0 9- 2033 N17 = 651 NIB - 64 Standard Uollorm Loading, (PSF) NG ACT. SIZE RED. SIZE 'LBS T1O- =1967 TOLL - 2ero; TOOL - 14.0: BCUL - 5.0; 5.50 In. 1.50 'In. 603 111- -23115 ontal reaction - 4000 .lbs.. -T 12- -2'%26 - Concentrated Loads 5.50 In. 1.74 In. 1059 1.lve Ocad LOcaIed Top Chd ,nnttom Chd' 11ehs TC 134.1 137.4 .11 11 TRUSS DESIGNED FOR 10 PSF BOTTOM Cl 10140' T 1. 0.072 0 1- 0.1504 N 1 - 0.000 N'2 - 0.3:10 1C 100.2 166.4 J2 11 . LIVE LOAD ACT114G NONCO14CURRENTLY W1111 T 2- 0.077 B 2- 0.639 N 3 - 0.101 N 4 - 0.116 T(: t54.0 134.11 J3 11 [OF' CHORD LIVE LOAD. 1 3- 0.000 U 3- 0.03 N 5 - 0.IOS N G - 0.017 TC IZ9.% 157.2 J4 11 1 4- 0.131 1 4- 1).625 N / - 0.014 11 U - 0.052 TC t6J.5 '14.1.0 J5 H T 5,' U.12/ U 5- 0.1;0% N 9 = 0.130 1110 '- 0. 139 TC 163.5 143.0 .16 11 T G- 0.140,13 6- 0.571 1111 0.227 1112 - 0.26'.; TC 163.5 143.0 J7 11 %- 0.141 U %- 0.525 N13 - 0.310 N14 - 11.451 TC 163.5 143.0 JB H T It= U. 129 11 U- t).4/%. 1115 _ 0.794 N16 0.440 TC 163.5 143.0 J9 H 7_' 110.]35 0 ')J^1 U;.10 u1/ 791Yj-� N]a�gk-(�i�b 30-11-QiG_17- 771_ 57.2 lit H T11- 0.. -1�1 14-8-8� 21-2-0 -127-8-FSS 31GGto . .2 51364A.-S-0 J12 H T12- 0.118 IC 134.1 117.4 113 11 r Increase - 1.333 _ LIVE LOAD UEFLECIl1N BASED ON 1./240 hDZTION 5-4-0 3 to- Imo, , 3'3-U , 3-J-0. 3-3-0 i S-2-SY -�---- -2-L. 3-3-0 3-3-0 3-3-0 3-10-12 5-4-0 �s 6RxE oFF 12 7-LAM BRACE5 MOD SES 5H z FoR - 4 � �� .. • 51 i1 i11 4 5V3252 5660 5-8-1 , = 144 11 3243 2445 - 2445 2445 3245 12! 1, .32 0-3-15 � is - \ \�- u -'�\ i3O-3-]5 - 3202 1445 4875 2445 2445 4675 2445 3202 32 - a 5 9 3-8-9 3-8 - - -- . _ I 1.. -..,- I ........ - I'-f----I- CERTIFICATION IS TO VERIFY THE JOIST/BEAM 2-0-0 7-5-13 J-I1-9 3-8-9 3-8-1T /TRUSS TO CARRY THE APPLIED LOADS,THF INPUTL6AD5 I 11 11-1 19-4-;I '6-9-6 34- AND I 1 I- .... - - -- I-----I--- - -f= - --1--� ANUDIMEN$ION$VyEREPROVIDED BVOTHFRSANDMIISI 7-5-0 15-7- 10 23-0-13 30-5-1:i 42-5-0 BE VERIFIED AND APPROVED FOR THE SPECIFIC CQGPOFFSSIONAIAPPIICAT10N BY THEPFIOJE6QROFESS/�Nq M D(2:�A�-, 6=5 AC LkEC_ked\ �. 40oo t $s_ _ Lea- 85000 1.C.C.Ldn 24.00- D.C. 3/12/96 CO28710 EXP, 9-30-98 A TrusPlus Design �RN150) 4-t$-y -MAR 9 `rqT�. �IV11- �N�P MAR 14199 CAUV LANDAU J52401/ WOODSTOCK/ VOraion 4.25 OtV = I / TrucG name F3 �� SM- I of Z' CARLOS ELIAS Civil Engineer .. 38825 Charlesworth Dr. S Tj�rf C%y��� CIIGj / O/JS Cathedral City, CA 92234 (619) 328-7271 1.119r 4'QD�i4: �S rrrs. 61.-7 �s TIG.. 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Z¢52 : �.39 7j- C 0 ►o,310ol500,371)'.02os(o9.g �� bones 19 371 Q 0,2"l¢: -f- .0,0r,p2c�S l0c 37 i(i 2� j� - 6 Z:71 (z 3 Q�pFESS/0 v� S CC 1/ $ 8 F CARLOS ELIAS Civil Engineer 38825 Charlesworth Dr. S-re oc7-lQf-'CfeLr,uttiT1oN5 Cathedral City, CA 92234 (619) 327271 - P( atm /R. - +-04 e-K oN nzsutous STRU craeoL colt C'5US I NG role- 60ItllvL-1 CE W/ /991 u ac Pt�"/D.JSGy CIZC UGlj7ED ¢-9 l 2 w 8 G 65AILI (19.9 1 vg L) . y.lr s4-,9,�5.(Zs,��) _ t5.o.,7 s., F. 411 goo F Pi-rc.H W = 2 3.71(,$)( 1.,3 4- X3.3). c.,c, = 14.0 32.3 w�= 2S.i+ i4a 39.1lc.�. - ,; : wt = ►8,3 �I � = 32.`3' k..f r(, = 907 Fd= c) S X08 g5. o8f- 2(251.,1414)+ 3S= 5Zl�G,f. 3 M. 5'Ll(9.� f'60 S r2E0n19L12 _ 66. g$ 5 73.83 90-7(I .?s) i} 2Eq'o = zs-��Cr.S) = 3 a:.�i Q1t 12 A = 59.77 ^ 3 9S(1.Zs). 1 RCIo C'e�io) = �So sz1 S = 11o.04- L.`1' -fy, l2 W a(�, S is. sirwcrA,qL �ozal pne Cod pc,Ys w r 194 v.a,c . Q�pFESS/0�,q c� a� 410839 J►r CIVIC qlf OF CA kF -