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BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS, INC 7300 Folsom Blvd. Suite 1.03 SACRAMENTO, CALIFORNIA 95826 Sunwest Millinc i Co. Biggs Rice Mill Comstock Johnson Architects Sacramento, CA Structural Calculations April 10, 2000 BBA #99138.00 BBA Principal in Charge: Ron Migliori BBA Project Engineer: Paul Stukas Volume 11 C' MIGLIORI Z r rf NO. 2818 * EXP. 9/30/ 3 STRUCTU AL \SOF CALIFOQ�\/ BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS, INC 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 Table of Contents Volume I • i • s Project Description & Design Criteria...........:..............................................T1 VerticalLoads........................................................................................T2 Concrete Floor Framing Design (Mill and Office) ........................................... F1 Mezzanine Framing Design......................................................................F200 ColumnDesign.....................................................................................C1 Volume H Mill 2"d Floor Lateral Design...................................................................... L 1 Office 2"d Floor Lateral Design...................................................................L100 Mezzanine Lateral Design.........................................................................L200 WallDesign...........................................................................................W1 FoundationDesign..................................................................................FD1 Miscellaneous........................................................................................ MI ie I I I 11 f p 1 'i BUEHLER & BUEHLER ASSOCIATES JOB. STRUCTURAL ENGINEERS, INC. JOB NO. I 1 Dd-DATE 7300 Folsom Blvd. Suite 103 CLIENT BY SHEET NO. SACRAMENTO, CALIFORNIA 95826 MIL -L- - �- -to Poo I - - JV r0e7r JDc 7 :2 kV7' cc Cam � 7F/1 < -r-7 L 61C14711f '74.,P To.ReoidorCall NESS CUST61MI'printing service TOLL FREE 1-800-6866327 NESS, hw., Peleammigh. NH 03456. Pe!. Ift G 1090005! 1 s I 1 1 1 1 I- N tR BUEHLER & BUEHLER ASSOCIATES JOB �uN `✓e*7 4l� M � �- STRUCTURAL ENGINEERS, INC. JOB NO. DATE T J 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT ev SHEET NO. "LD r K AJ 7'* TSL t ,p 40 a J- r 2 o v,�', 7-7-701 �7 45 t �. L 2000 �2 Tri Vi M 9 , 0 '1 -�- ea �. 9t,:?- � � ��- r �r 9 � W , = ask 01tlor Calf NESS CUSTW'wintinci service TOLL FREE 1.800-888-6327 IVEB.$, tric., Peterborough. NH 03458. f �Y Ref. No: G 103000551 BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 1997 UBC Seismic Base Shear Calculation joB Sun West Foods Rice Mill (1997UBC) JOBNO. 99138.00 DATE 12/17/99 CLIENT CJA BY PLS SHEET N0. / /L Location: Biggs, CA Soil Profile: Height (Hn): 50.0 ft Zone Regularity. regular System: Concrete/CMU shear wall (bearing wall) Per Table 16-N Period Coefficient: 0.035 for steel moment frames, 0.030 for conc. frames 0.030 for eccentrically braced frames, 0.020 all others Building Period per formula (30-8) Ct x hnA.75= by computer. (overrides above) T= UBC Table 16-K no report 3 Z= 0.300 R= 4.5 Ct= 0.020 0.38 sec 0.00 sec T= 0.38 sec 1 1.0 Soil Profile Type UBC Section 1629.3.1 Table 16-J Soil Profile= Sd Normally determined by geotechnical investigation, however, per section 1629.3, Soil Profile Sd may be used if soil properties are not known. Near Source Factors UBC Section 1629.4.2 Na= 1.00 Tables 16-S and 16-T and 16-U Nv= 1.00 Only required for zone 4 with active faults closer than 10 km Seismic Response Coefficients UBC Section 1629.4.3 Ca= 0.36 Cv= 0.54 Equivelent Lateral Force Procedure UBC Section 1630.2 1 See Section 1629.8 for selection of analysis procedure per formula (30-4) V= Cv x I x W1 RT 0.319W per formula (30-5) V< 2.5Ca x I x W/R <0.200W per formula (30-6) V>O.11 Ca x I x W >0.040W per formula (30-7) If in zone 4 false V>0.8Z x Nv x I x W/R >0.178W �j Cs= 0.2000 1� Ultimate Strength Base Shear V= 0.20007W See UBC Section 1612 for load combination for using Ultimate Strength Design or Allowable Stress Design Simplified Static Lateral Force Procedure UBC Section 1630.2.3 permitted for Occupancy Category 4 and 5 buildings per Table 16-K of light framed construction, 3 stories or less, for other construction, 2 stories or less. per formula (30-11) V=3:OCa x W/R Vult= 0.2400W 1 1 1 1 1 1 1' 1 1 BUEHLER & BUEHLER ASSOCIATES JOB ye /V W MU"— STRUCTURAL ENGINEERS, INC. JOB NO. 4?42 DATE 7300 Folsom Blvd. Suite 103 CLIENT BY SHEET NO. SACRAMENTO, CALIFORNIA 95826 r7 OR i B -',Hr'458 rec,:ewi ci� W r CU5TP-.K1"P:`nT6ig Service -GLI, �Rf.' , NFUS. !hc.. - - -: L -� .19 1 4 - AA z JOB BUEHLER &BUEHLER ASSOCIATES STRUCTURAL ENGINEERS, INC. JOB NO. �� �• 00 DATE 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET SHEET NO. Dao60 52�1� *. C,p ,r /0- /, e;¢ � /, 2 ti/a % /75 z /� lD X /L2 3 ,� /Al 16 > /,10 /1 K -Z— / 41> ZI 8 2 z /D�,k,vs/N Z O,o�3/Nl ■ To Reorder Gall NEBS CUSTGIVI-printing service TOLL FREE 1-800-688.6327 NESS, Inc., Peterborough. NH 03458. Rel. too: G 10_7055: BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 Mill Floor Diaphragm CENTER OF MASS Building Overall Dimensions X= 169.0 ft. Y= 70.0 ft. JOB Sunvrest Foods Rice Mill JOB NO. 99138.00 DATE CLIENT CJA BY PLS SHEET NO. Accidental torsion, 5% Amplification Factor, Ax Amplified eccentricity CMX= 84.5 ft ex= 8.5 CMY= 35.0 ft. ey= 3.5 Ax = 1.1 Ax = 1.0 Amp ex= 9.6 Amp ey= 3.5 CMX + Amp ex= 94.1 ft CMY + Am e - 38.5 ft. CMX - Amp ex= 74.9 ftI CMY - Amp ey= 31.5 ft. BUEHLER &BUEHLER ASSOCIATES joe SunwestFoods Rice Mill STRUCTURAL ENGINEERS. INC. JOB NO. 99138.00 DATE 7300 Folsom Blvd., Suite 103 CLIENT CIA BY PLS SHEET NO. SACRAMENTO, CALIFORNIA 95826 Mill Floor Diaphragm CENTER OF RIGIDITY r.�ain,►iv�y�.•ir��a.�r �j.�rrrn WALL Thkns in Length ftHeight ftE ksi Fixity Rx X Y Rx'Y 9a 7.5 29 10 3600 4 22.53 70.00 1576.98 9b 7.5 11 10 3600 4 4.71 70.00 329.70 9c 7.5 15 10 3600 4 8.48 70.00 593.37 9d 7.5 32 10 3600 4 25.48 70.00 1783.74 9e 7.5 19 10 3600 4 12.49 70.00 874.14 9f 7.5 8 10 3600 4 2.34 70.00 163.46 99 7.5 6 10 3600 4 1.15 70.00 80.36 13a 7.5 17 10 3600 4 10.47 0.00 0.00 13b 7.5 8 10 3600 4 2.34 0.00 0.00 13c 7.5 11 10 3600 4 4.71 0.00 0.00 13d 7.5 14 10 3600 4 7.50 0.00 0.00 13e 7.5 14 10 3600 4 7.50 0.00 0.00 13f 7.5 39 10 3600 4 32.27 0.00 0.00 13 7.5 8 10 3600 4 2.34 0.00 0.00 13h 7.5 6 10 3600 41 1.15 0.00 0.00 SUM 1 1 145.43 5401.76 CRX= CRY= 37.1 ft. WALL Thkns in Length ft Height ft E ksi Fixity R X R 'X Aa 7.5 28 10 3600 4 21.54 0.00 .0.00 Ab 7.5 38 10 3600 4 31.31 0.00 0.00 C.5a 7.625 15 10 1130 4 2.71 14.00 37.87 C.5b 7.625 17 10 1130 4 3.34 14.00 46.78 D.8 7.625 201 10 1130 4 4.31 63.00 271.41 F.2 7.625 20 10 1130 4 4.31 95.00 409.27 Ka 7.5 24 10 3600 4 17.54 169.00 2964.23 Kb 7.5 24 10 3600 4 17.54 169.00 2964.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUM 1 102.59 6693.80 CRX= 65.2 ft. Fixity: 1 = Fixed -Fixed 4 = Fixed -Pinned Rigities are relative. They are based on P=1000 Kips. R = 1000k/in. 1 1 BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 Mill Floor Diaphragm Joe Sunwest Foods Rice Mill JOB NO. 99138.00 DATE CLIENT CJA BY PLS sHEETNO. HORIZONTAL DISTRIBUTION FORCE DIRECTION X FORCE LOCATION CMY+ Amp. Ey W 784 kips This load includes the mill roof loads from above based on 0.2g eccentricity = -1 ft. ( cry-cmy= 2.14 ) Ve= -1065 kip -ft. WALL JRX I ly ID JR -D R -D^2 jFv JFM Ftotal fv WALLS IN THE X DIRECTION k/ft 9a 22.5 70.0 -32.9 -740.2 24322.4 121.4 1.0 122.4 4.22 9b 4.7 70.0 -32.9 -154.8 5085.0 25.4 0.2 25.6 2.33 9c 8.5 70.0 -32.9 -278.5 9151.8 45.7 0.4 46.1 3.07 9d 25.5 70.0 -32.9 -837.3 27511.3 137.4 1.1 138.5 4.33 9e 12.5 70.0 -32.9 -410.3 13482.2 67.3 0.5 67.9 3.57 9f 2.31 70.0 -32.9 -76.7 2521.1 12.61 0.1 12.7 1.59 99 1.1 70.0 -32.9 -37.7 1239.5 6.2 0.1 6.2 1.04 13a 10.5 0.0 37.11 388.9 14443.4 56.4 -0.5 56.4 3.32 13b 2.3 0.0 37.11 86.7 3221.4 12.6 -0.1 12.6 1.57 13c 4.7 0.0 37.11 174.9 6497.6 25.4 -0.2 25.4 2.31 13d 7.5 0.0 37.1 278.5 10344.9 40.4 -0.4 40.4 2.89 13e 7.5 0.0 37.1 278.5 10344.9 40.4 -0.4 40.4 2.89 13f 32.3 0.0 37.1 1198.6 44519.3 174.0 -1.6 174.0 4.46 13g 2.3 0.0 37.1 86.7 3221.4 12.6 -0.1 12.6 1.57 13h 1.1 0.01 37.1 42.6 1583.8 6.2 -0.1 6.2 1.03 SUM OF Rx= 102.6 I 1 1 177489.9 WALL I IRyX I D JR -D R•D^2 jFv JFM Ftotal N WALLS IN THE Y DIRECTION k/ft Aa 21.5 0.0 65.2 1405.3 91693.5 0.0 -1.9 -1.9 -0.07 Ab 31.3 0.0 65.2 2042.9 133296.5 0.0 -2.7 -2.7 -0.07 C.5a 2.7 14.0 51.2 138.6 7104.9 0.0 -0.2 -0.2 -0.01 C.5b 3.3 14.0 51.2 171.2 8775.3 0.0 -0.2 -0.2 -0.01 D.8 4.3 63.0 2.2 9.7 21.8 0.0 0.0 0.0 0.00 F.2 4.3 95.0 -29.8 -128.2 3813.2 0.01 0.2 0.2 0.01 Ka 17.5 169.0 -103.8 -1819.8 188803.3 0.0 2.4 2.4 0.10 Kb 17.5 169.0 -103.8 -1819.8 188803.3 0.0 2.4 2.4 0.10 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.01 65.2 0.0 0.0 0.0 0.0 0.0 0.00 SUM OF Ry-- 102.6 1 1 1 622311.8 SUM OF RD -2= 799801.7 1 1 T 1 i 1 1 t 1 1 1 1 1 1 1 1 1 1 BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 Mill Floor Diaphragm JOB Sunwest Foods Rice Mill JOB No. 99138.00 DATE CLIENT CJA BY PLS SFEET NO. HORIZONTAL DISTRIBUTION FORCE DIRECTION X FORCE LOCATION I CMY- Amp. Ey V= 784 kips This load includes the mill roof loads from above based on 0.2g eccentricity 6 ft. ( cry-cmy= 2.14) Ve= 4423 kip*ft. ok If, .4 WALL Rx Y D R'D JR -D-2 Fv Fm Ftotal fv WALLS IN THE X DIRECTION loft 9a 22.5 70.0 -32.9 -740.2 24322.4 121.4 -4.1 121.4 4.19 9b 4.7 70.0 -32.9 -154.8 5085.0 25.4 -0.9 25.4 2.31 9c 8.5 70.0 -32.9 -278.5 9151.8 45.7 -1.5 45.7 3.05 9d 25.5 70.0 -32.9 -837.3 27511.3 137.4 -4.6 137.4 4.29 9e 12.5 70.0 -32.9 -410.3 13482.2 67.3 -2.3 67.3 3.54 9f 2.3 70.0 -32.9 -76.7 2521.1 12.6 -0.4 12.6 1.57 99 1.1 70.0 -32.9 -37.7 1239.5 6.2 -0.2 6.2 1.03 13a 10.5 0.0 37.1 388.9 14443.4 56.4 2.2 58.6 3.45 13b 2.3 0.0 37.1 86.7 3221.4 12.61 0.5 13.1 1.63 13c 4.7 0.0 37.1 174.9 6497.6 25.4 1.0 26.4 2.40 13d 7.5 0.0 37.1 278.5 10344.9 40.4 1.5 42.0 3.00 13e 7.5 0.0 37.11 278.5 10344.9 40.4 1.5 42.0 3. 00, 13f 32.3 0.0 37.1 1198.6 44519.3 174.0 6.6 180.6 4.63 13g 2.3 0.0 37.1 86.7 3221.4 12.6 0.5 13.1 1.63 13h 1.1 0.0 37.1 42.6 1583.8 6.2 0.2 6.4 1.07 SUM OF Rx= 145.4 1 177489.9 WALL I Ry IX ID JR -D R -D^2 jFv JFM Ftotal fv WALLS IN THE Y DIRECTION k/ft Aa 21.5 0.0 65.2 1405.3 91693.5 0.0 7.8 7.8 0.28 Ab 31.3 0.0 65.2 2042.9 133296.5 0.0 11.3 11.3 0.30 C.5a 2.7 14.0 51.2 138.6 7104.9 0.0 0.8 0.8 0.05 C.5b 3.3 14.0 51.2 171.2 8775.3 0.0 0.9 0.9 0.06 D.8 4.3 63.0 2.2 9.7 21.8 0.0 0.1 0.1 0.00 F.2 1 4.3 95.0 -29.8 -128.2 3813.2 0.0 -0.7 -0.7 -0.04 Ka 17.5 169.0 -103.8 -1819.8 188803.3 0.0 -10.1 -10.1 -0.42 Kb 17.5 169.0 -103.8 -1819.8 188803.3 0.0 -10.1 -10.1 -0.42 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0. 0, 0.0 0.0 0.0 0.0 0.00 SUM OF Ry-- 102.61 1 622311.8 JJUM Ur KU -Z= i1Va0v1.i ) �CjDV- BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 Mill Floor Diaphragm joe Sunwest Foods Rice Mill JOBNO. 99138.00 DATE CLIENT CJA BY PLS SHEET NO. (� HORIZONTAL DISTRIBUTION FORCE DIRECTION Y FORCE LOCATION I CMX + Amp. Ex V`- 784 kips This load includes the mill roof loads from above based on 0.2g eccentricity = -29 ft. ( crx-cmx= -19.25) / Ve= -22645 kip'ft. WALL JRx ly ID JR -D R'D112 jFv JFM Ftotal fv WALLS IN THE X DIRECTION k/ft 9a 22.5 70.0 -32.9 -740.2 24322.4 0.0 21.0 21.0 0.72 9b 4.7 70.0 -32.9 -154.8 5085.0 0.0 4.4 4.4 0.40 9C 8.5 70.0 -32.9 -278.5 9151.8 0.0 7.9 7.9 0.53 9d 25.5 70.0 -32.9 -837.3 27511.3 0.0 23.7 23.7 0.74 9e 12.5 70.0 -32.9 -410.3 13482.2 0.0 11.6 11.6 0.61 9f 2.3 70.0 -32.9 -76.7 2521.1 0.01 2.2 2.2 0.27 99 1.1 70.0 -32.9 -37.7 1239.5 0.0 1.1 1.1 0.18 13a 10.5 0.0 37.11 388.9 14443.4 0.0 -11.0 -11.0 -0.65 13b 2.3 0.0 37.11 86.7 3221.4 0.0 -2.5 -2.5 -0.31 13c 4.7 0.0 37.11 174.9 6497.6 0.0 -5.0 -5.0 -0.45 13d 7.5 0.0 37.1 278.5 10344.9 0.0 -7.9 -7.9 -0.56 13e 7.5 0.0 37.1 278.5 10344.9 0.0 -7.9 -7.9 -0.56 13f 32.3 0.0 37.1 1198.6 44519.3 0.0 -33.9 -33.9 -0.87 13g 2.3 0.0 37.1 86.7 3221.4 0.0 -2.5 -2.5 -0.31 13h 1.1 0.0 37.1 42.6 1583.8 0.0 -1.2 -1.2 -0.20 SUM OF Rx= 145.4 1 1 177489.9 WALL I Ry Ix I D JR -D I R'D^2 JFv I Fm Ftotal fv WALLS IN THE Y DIRECTION kKt Aa 21.5 0.0 65.2 1405.3 91693.5 164.6 -39.8 164.6 5.88 Ab 31.3 0.0 65.2 2042.9 133296.5 239.3 -57.8 239.3 6.30 C.5a 2.7 14.0 51.2 138.6 7104.9 20.7 -3.9 20.7 1.38 C.5b 3.3 14.0 51.2 171.2 8775.3 25.5 -4.8 25.5 1.50 D.8 4.3 63.0 2.2 9.7 21.8 32.9 -0.3 32.9 1.65 F.2 4.3 95.0 -29.8 -128.2 3813.2 32.9 3.6 36.6 1.83 Ka 17.5 169.0 -103.8 -1819.8 188803.3 134.0 51.5 185.6 7.73 Kb 17.5 169.0 -103.8 -1819.8 188803.3 134.0 51.5 185.6 7.73 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.01 65.2 0.01 0.0 0.0 0.0 0.0 0.00 SUM OF Ry-- 102.6 1 1 1 622311.8 ISUM OF RD^z= 799SU1.7�OF HD^2= 799501.77 L - 3 2 CDL 0� , 1 1 BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 Mill Floor Diaphragm joe Sunwest Foods Rice Mill Joe No. 99138.00 DATE cuENr CJA 8Y PLS SHEET NO. HORIZONTAL DISTRIBUTION FORCE DIRECTION Y FORCE LOCATION I CMX -Amp. Ex W 784 kips This load includes the mill roof loads from above based on 0.2g eccentricity = -10 ft. ( crx-cmx= -19.25 ) Ve= -7540 kip'ft. WALL JRX I ly ID JR -D R -D^2 jFv JFM Ftotal fv WALLS IN THE X DIRECTION k/ft 9a 22.5 70.0 -32.9 -740.2 24322.4 0.0 7.0 7.0 0.24 9b 4.7 70.0 -32.9 -154.8 5085.0 0.0 1.5 1.5 0.13 9c 8.5 70.0 -32.9 -278.5 9151.8 0.0 2.6 2.6 0.18 9d 25.5 70.0 -32.9 -837.3 27511.3 0.0 7.9 7.9 0.25 9e 12.5 70.0 -32.9 -410.3 13482.2 0.0 3.9 3.9 0.20 9f 2.31 70.0 -32.9 -76.7 2521.1 0.0 0.7 0.7 0.09 99 1.1 70.0 -32.9 -37.7 1239.5 0.0 0.4 0.4 0.06 13a 10.5 0.0 37.1 388.9 14443.4 0.0 -3.7 -3.7 -0.22 13b 2.3 0.0 37.1 86.7 3221.4 0.0 -0.8 -0.8 -0.10 13c 4.7 0.0 37.1 174.9 6497.6 0.0 -1.6 -1.6 -0.15 13d 7.5 0.0 37.1 278.5 10344.9 0.0 -2.6 -2.6 -0.19 13e 7.5 0.0 37.1 278.5 10344.9 0.0 -2.6 -2.6 -0.19 13f 32.3 0.0 37.11 1198.6 44519.3 0.0 -11.3 -11.3 0.29 13g 2.3 0.0 37.1 86.7 3221.4 0.0 -0.8 -0.8 0.10 13h 1.1 0.0 37.1 42.6 1583.8 0.0 -0.4 -0.4 0.07 SUM OF Rx= 145.4 1 177489.9 WALL I I Ry IX I D JR -D R -D^2 jFv IFm Ftotal fv WALLS IN THE Y DIRECTION k/ft Aa 21.5 0.0 65.2 1405.3 91693.5 164.6 -13.2 164.6 5.88 Ab 31.3 0.0 65.2 2042.9 133296.5 239.3 -19.3 239.3 6.30 C.5a 2.7 14.0 51.2 138.6 7104.9 20.7 -1.3 20.7 1.38 C.5b 3.3 14.0 51.2 171.2 8775.3 25.5 -1.6 25.5 1.50 D.8 4.3 63.0 2.2 9.7 21.8 32.9 -0.1 32.9 1.65 F.2 4.3 95.0 -29.8 -128.2 3813.2 32.9 1.2 34.1 1.71 Ka 17.5 169.0 -103.8 -1819.8 188803.3 134.0 17.2 151.2 6.30 Kb 17.5 169.0 -103.8 -1819.8 188803.3 134.0 17.2 151.2 6.30 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 0 0.01 0.0 65.2 0.0 0.0 0.0 0.0 0.0 0.00 SUM OF Ry-- 1 102.61 1 622311.8 SUM OF RD -2= 799801.7 BUEHLER & BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. _ 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT_ �I o, o 40, 2 O o Reoldor Call NESS CUSTGM" printing Service TOLL FREE 1600-666-6327 NESS. Inc., Polerhorouoh. NH 03456. 7. 7 Ac Rut. No: G 1090005:4 1 1 1 1 1 1 1 1 7 1 t JOB BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS, INC. JOB NO. OO DATE Ov 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. LCA To Reorder Call NEBS CUSTUiN"printing service TOLL FREE 1-800-88&6327 NESS, Inc., Peterborough. NH 03458. Re`. (gin: G 109000551 1 4 1 1 t BUEHLER & BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. l4*1 0O DATE 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. L/ Z /v!u : V0'- #T. P. W'0A-',r ee� /22 G✓s�cc .4a"010. V14 4i l Aa V MAX J144 MAX #;r/w /o/ / = /,4,7 <' 3 /®v r*)r- x /. f 'q� &' = 4e�-- 60X-:�P- aI-f- a 4I L4- 4ar, 04, i A- o Roordor Call NESS CUSTGM`"printing service TOLL FREE 1-80P686-6327 NESS, Inc.. Peterborough. NH 03456. Re!. NO: G 1030005-51 t t 11 1 1 BUEHLER & BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. I �S- DATE%D 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. L s7 c4' r t5�1: -7V O'.Iec 1,I To Re ider Call NESS CUST61VII 'printing Service TOLL FREE 1.800.888-6327 NESS. hrc., Petefbuvough. NH 03458, 1, 2 , , , k4-`�r z L; Re!. No: G 109000551 BUEHLER & BUEHLER ASSOCIATES JOB l/N�/J %� '�T Jam✓ �G� /`jGc,L STRUCTURAL ENGINEERS, INC. JOB NO. / / , DATE �lO LTJ 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. To Reoide, Cali NESS CUSTHM"printing Service TOLL FREE 1.560.858&6327 NEW, Inc.. Pele6arough. NH 03455. t`_1. Wo: G iC90005E1 1 i BUEHLER & BUEHLER ASSOCIATES JOB ' �C— M/`!ti STRUCTURAL ENGINEERS, INC. JOB NO. r I a� DATE �• 7300 Folsom Blvd. Suite 103 L SACRAMENTO, CALIFORNIA 95826 CLIENT BY L7 SHEET NO. `44 r ,AA040f Aov sx--r- w1144 3 3 i � r/61 k� �k V -r,,, , f g) N n �G � D � 144-4 To Reordar Call NEBS CUSTHM'-printing Service TOLL FREE 1-800.668-6327 M -i75, mc., rmerooroup. NH waon. h/, V, r:2 Vn O,"o,�20 o, o X32 x (fie ��Sx 79 )A", S/ = '�'� s / /o To Reordar Call NEBS CUSTHM'-printing Service TOLL FREE 1-800.668-6327 M -i75, mc., rmerooroup. NH waon. r t t 1 11 1 BUEHLER & BUEHLER ASSOCIATES JDB STRUCTURAL ENGINEERS, INC. JOB NO. 1, �D DATE 4 7300 Folsom Blvd. Suite 103 LAG SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. I-AMMet- 4? 14It- t- emus A-0r,�c' @ k --- �¢ 4- -�- - �o /4 -70Z /eoX 2.a z S Z �To Re rda, Cab NEBS CUSTOM"printing service TOLL FREE 1.800.86&6327 NESS. Inc., PeieiDurough. NH 03458. Ret. No: G 103000551 a a f BUEHLER & BUEHLER ASSOCIATES JOBN�jGt/�a�l STRUCTURAL ENGINEERS, INC. JOB NO. / l . DATE !0 477 7300 Folsom Blvd. Suite 103 CLIENT BY �/� SHEET NO. L� 1 SACRAMENTO, CALIFORNIA 95826 L✓lG �� Lop SILL 7, 6,,25 �g J � r 21e7,7 o 9� ,vim -e . !� SP�� x 1-3 a : 4 U; -7 P5 nn PER k 7, eo,0 232 �`'l►t �X �A. L = �i�rAk = ��/5X 20�x 80p-..� -f /M,4" . /D2'I—' ��OO,C LDS To Reordor Call NESS CUSTGIVI printing service TOLL FREE 1-800-888-6327 NESS. Inc., Peterborough. NH 03458. Ref. No: G 10900055' BUEHLER & BUEHLER ASSOCIATES JOe !�itmW657rr 6?ez?5;�! r 1p& STRUCTURAL ENGINEERS, INC. Joe No. g, 4�10DATE 2 O d 7300 Folsom Blvd. Suite 103/ SACRAMENTO, CALIFORNIA 95826 CLIENT BY ✓� SHEET NO. L I Vws t lg t7. G 21 ,N /y Z o, 93 'l, 2 e I, S x /Z Z ��•��� < 3 �'� X —7, �i2SX //Za o Reorder Call NESS CUSTGWprinting service TOLL FREE 7800-6886321 NESS. Inc.. Peterborough. NH 03458. Re!. No: G 109000551 1 f 1 1 1 BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS, INC. 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 Sunwest Foods Rice Mill mill girder frame G1.(for col design only) Loads: LC 5, delta m drift JOB SunWest Foods Rice Mill JOB NO.. 99138.00. DATE 04/26/00 CLIENT WA BY PLS SHEET NO ,4M 7- (:--f L� I 1 2 I 3 1 4t5T6t7!�89 10 11 O 11� 112 , 3 1p 14 15 is 114 l75 116 177 118 Solution: LC 5 delta m drift a ..mss. 43, f� 6■ (� � Bax Zoom. ♦ 2oom In a�2oom,0ut U,A'- Select All �:#` A r-Wllnselect All- -I&j p7A;"6 Bos'Unselect� J-Tllnveirt S elected - `dock Unselected,'-_` Z Tax 1 1 1 Units ............................. US Standard Steel Code ........................ AISC 9th Edition ASD Allowable Stress Increase Factor.. 1.333 Include Shear Deformation......... Yes No. of Sections for Member Calcs.. 5 Do Redesign..; ..................... Yes P -Delta Analysis Tolerance........ 0.50% Boundary Conditions Joint +----- Translation -----+ No X Y Rotation ------------ K/in-------- K/in------ K-ft/rad---------------------------------- 10 Reaction Reaction 11 Reaction Reaction 12 Reaction Reaction 13 Reaction Reaction Joint Coordinates Joint X Y Joint No Coordinate Coordinate Temperature ------------------ft------------ft------------OF---------------------------- 1 -0.670 0.000 0.00 2 25.000 0.000 0.00 3 45.000 0.000 0.00 4 65.000 0.000 0.00 5 85.000 0.000 0.00 6 105.000 0.000 0.00 7 125.000 0.000 0.00 8 145.000 0.000 0.00 9 165.670 0.000 0.00 10 -0.670 -14.000 0.00 11 25.000 -14.000 0.00 12 45.000 -14.000 0.00 13 65.000 -14.000 0.00 14 85.000 -14.000 0.00 15 105.000 -14.000 0.00 16 125.000 -14.000 0.00 17 145.000 -14.000 0.00 18 165.670 -14.000 0.00 Boundary Conditions Joint +----- Translation -----+ No X Y Rotation ------------ K/in-------- K/in------ K-ft/rad---------------------------------- 10 Reaction Reaction 11 Reaction Reaction 12 Reaction Reaction 13 Reaction Reaction Boundary Conditions Joint +----- Translation -----+ No X Y Rotation ------------ K/in-------- K/in------ K-ft/rad---------------------------------- 14 Reaction Reaction 15 Reaction Reaction 16 Reaction Reaction 17 Reaction Reaction 18 Reaction Reaction ' Materials (General) Material Young's Shear Poisson's Thermal Weight Yield 15 Label Modulus Modulus Ratio Coef. RISA -2D (R) Version 4.01 Stress ------------- Ksi---------- Ksi---------------- 105°F ---- Buehler & Buehler Job : 99138.00 3600.00 1550.00 0.1670 0.65000 7300 Folsom Blvd., #103 Page: 7 Sections Sacramento, CA 95826 Date: 4/26/00 Database Material As As I ShapeLabel Area 0,2 1,3 1,3 File: MILLGFMI ------------------------------ in -2 ---------------- in^4 Sunwest Foods Rice Mill 15.00 GIRDER CONC 648.00 1.2 1.2 mill girder frame G1 (for col design only) 13800.00 Boundary Conditions Joint +----- Translation -----+ No X Y Rotation ------------ K/in-------- K/in------ K-ft/rad---------------------------------- 14 Reaction Reaction 15 Reaction Reaction 16 Reaction Reaction 17 Reaction Reaction 18 Reaction Reaction ' Materials (General) Material Young's Shear Poisson's Thermal Weight Yield 15 Label Modulus Modulus Ratio Coef. Density Stress ------------- Ksi---------- Ksi---------------- 105°F ---- K/ft3------- Ksi------ 7 CONC 3600.00 1550.00 0.1670 0.65000 0.150 3.40 16 Sections 8 COL Section Label Database Material As As I ShapeLabel Area 0,2 1,3 1,3 I T 0,2 C 18 ------------------------------ in -2 ---------------- in^4 ----------- in -4 ------ -- 15.00 GIRDER CONC 648.00 1.2 1.2 1.00 13800.00 SQCOL CONC 512.00 1.2 1.2 1.00 30600.00 COL CONC 201.00 1.2 1.2 1.00 2250.00 Members Memb Joints Rotate Section Releases Offsets Inactive? No. I J 900 Set I:AVM J:AVM I -End J -End Label I Length --------------------------------------------in------- in---------------ft---- 1 1 2 GIRDER 16.00 8.00 25.67 2 2 3 GIRDER 8.00 8.00 20.00 3 3 4 GIRDER 8.00 8.00 20.00 4 4 5 GIRDER 8.00 8.00 20.00 5 5 6 GIRDER 8.00 8.00 20.00 6 6 7 GIRDER 8.00 8.00 20.00 7 7 8 8 8 GIRDER 8.00 9 GIRDER 8.00 8.00 16.00 20.00 20.67 9' 10 1 SQCOL 15.00 14.00 10 11 2 COL 15.00 14.00 11 12 3 COL 15.00 14.00 12 13 4 COL 15.00 14.00 13 14 5 COL 15.00 14.00 1 14 15 6 COL 15.00 14.00 15 16 7 COL 15.00 14.00 16 17 8 COL 15.00 14. DO 17 18 9 SQCOL 15.00 14.0-0 1 t Buehler & Buehler 7300 Folsom Blvd., #103 Sacramento, CA 95826 RISA -2D (R).Version 4.01 Sunwest Foods Rice Mill mill girder frame G1 (for col design only) Job : 99138.00 Page: 8 Date: 4/26/00 File: MILLGFMI __________< Basic BLC Load Case Data Basic.Load Case Load Type Totals No. ------------------------------------------------------------ Description Nodal Point Dist. 1 total dl ----------- 9 8 2 Wu 11 @ bay 1, 5& 7 4 3 3 Wu 11 @ bay 2, 4& 8 3 3 4 Wu 11 @ bay 3 1 1 5 Wu 11 @ bay 6 1 1 6 delta m drift 1 Member Point Loads, BLC 1 Joints Member I J Direction Magnitude Location -------------------------------------K,K-ft ----------- ft or o----------- 1 1 2 Y -29.000 %33.000 1 1 2 Y -29.000 %67.000 2 2 3 Y -46.000 %50.000 3 3 4 Y -68.000 %50.000 4 4 5 Y -33.000 050.000 5 5 6 Y -47.000 %50.000 6 6 7' Y -47.000 %50.000 7 7 8 Y -47.000 %50.000 8 8 9 Y -33.000 %50.000 Member Distributed Loads, BLC 1 Joints Load Pattern Pattern Member I J Label ------- Multiplier 1 1 2 UNIFORM ------ 1.8000 2 2 3 UNIFORM 1.9000 3 3 4 UNIFORM 1.8000 4 4 5 UNIFORM 3.0000 5 5 6 UNIFORM 1.8000 6 6 7 UNIFORM 1.8000 7 7 8 UNIFORM 1.8000 8 8 9 UNIFORM 1.8000 _________< Member Point Loads, BLC 2 Joints Member I J Direction Magnitude Location -------------------------------------K,K-ft ------.-----ft or % --------------- 1 1 2 Y -37.000 %33.000 1 1 .2 Y -37.000 %67.000 5 5 6 Y -42.000 %50.000 7 7 8 Y -42.000 %50.000 1 RISA -2D (R) Version 4.01 Buehler & Buehler Job : 99138.00 7300 Folsom Blvd., #103 Page: 9 Sacramento, CA 95826 Date: 4/26/00 File: MILLGFMI Sunwest Foods Rice Mill mill girder frame G1 (for col design only) ' Joints Member Distributed Loads, BLC 2 Load Pattern Pattern Member I J Label Multiplier 1 ---------------------------------------------------------------------------- 1 1 2 UNIFORM 1.4000 5 5 6 UNIFORM 1.4000 7 7 8 UNIFORM 1.4000 Member Point Loads, BLC 3 Joints Member I J Direction Magnitude Location ------------------------------------- K,K-ft----------- ft or %--------------- 2 2 3 Y -42.000 %50.000 4 4 5 Y -42.000 %50.000 8 8 9 Y -44.000 %50.000 Member Distributed Loads, BLC 3 Member Joints I J Load Pattern Pattern Label Multiplier ---------------------------------------------------------------------------- 2 2 3 UNIFORM 1.4000 4 4 5 UNIFORM 1.4000 8 8 9 UNIFORM 1.4000 Member Point Loads, BLC 4 Joints Member I J Direction Magnitude Location ------------------------------------- 3 3 3 4 K,K-ft----------- Y -42.000 ft or % ---------------- %50.000 Member Distributed Loads, BLC 4 Joints Load Pattern Pattern Member I J . Label Multiplier ' ---------------------------------------------------------------------------- 3 3 4 UNIFORM 1.4000 Member Point Loads, BLC 5 Joints Member IJDirection Magnitude Location ----------------- ----------------K,K-ft-----------ft or % --------------- 6 6 7 Y -42.000 %50.000 Member Distributed Loads, BLC 5 Joints Load Pattern Pattern Member -----I------J--------- Label -- Multiplier ----------------------------------------- 6 6 7 UNIFORM 1.4000 1 IRISA RWPE No. Description BLC Fac BLC Fac -2D (R) Version 4.01 BLC Fac SSdv ----------------------------------------------------------------------------- 1 total dl + 11 1 1 2 1 Buehler & Buehler Job : 99138.00 1 2 1 7300 Folsom Blvd., #103 Page: 10 1 2 1 Sacramento, CA 95826 Date: 4/26/00 1 3 1 5 1 File: MILLGFMI 1 Sunwest Foods Rice Mill Joint Displacements, LC mill girder frame G1 (for col design only) Joint +------- Translation -------+ 1 1 11 _______________< Joint Loads/Enforced Displacements, BLC 6 Joint Is this a.Load or Direction Number a Displacement? .(X,Y,Mz) Magnitude ------------------------------------------------------ K,K-ft,in,rad--------- 1 D X 0.017 Load Patterns Pattern Magnitudes Locations Label Dir. Start End Start End ------------------- K/ft,F---------- K/ft,F----------- ft or o ------- ft or %--- UNIFORM Y -1.000 -1.000 0.000 0.000 Load Combinations RWPE No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv ----------------------------------------------------------------------------- 1 total dl + 11 1 1 2 1 3 1 4 1 5 1 y 2 dl + 11 @ 1,3,5,7 1 1 2 1 4 1 y 3 dl+11@1,2,4,5,7,8 1 1 2 1 3 1 y 4 dl + 11 @ 2,4,6,8 1 1 3 1 5 1 y 5 delta m drift 6 1 Joint Displacements, LC 5 : delta m drift Joint +------- Translation -------+ Rotation No X Y 8z -------------in-------------in------------rad------------------------------- 1 0.017 0.000 -0.00008 2 0.017 0.000 0.00001 3 0.017 0.000 -0.00001 4 0.017 0.000 0.00000 5 0.017 0.000 -0.00001 6 0.017 0.000 0.00000 7 0.016 0.000 -0.00001 8 0.016 0.000 0.00001 9 0.016 0.000 -0.00007 10 0.000 0.000 -0.00012 11 0.000 0.000 -0.00017 12 0.000 0.000 -0.00016 13 0.000 0.000 -0.00016 14 0.000 0.000 -0.00016 15 0.000 0.000 -0.00016 16 0.000 0.000 -0.00015 17 0.000 0.000 -0.00017 18 0.000 0.000 -0.00011 RISA -2D (R) Version 4.01 Buehler & Buehler Job : 99138.00 7300 Folsom Blvd., #103 Page: 11 Sacramento, CA 95826 Date: 4/26/00 File: MILLGFMI Sunwest Foods Rice Mill mill girder frame G1 (for col design only) Reactions, LC 5 : delta m drift Joint +--------- Forces ----------+ Moment No X Y Mz ------------- K -------------- K ------------- K -ft ------------------------------ 10 -0.35 -0.27 0.00 11 -0.13 0.27 0.00 12 -0.10 -0.09 0.00 13 -0.11 0.02 0.00 14 -0.10 0.00 0.00 15 -0.11 -0.02 0.00 16 -0.10 - 0.10 0.00 17 -0.13 -0.40 0.00 18 -0.40 0.39 0.00 Totals: -1.53 0.00 Center of Gravity Coordinates (X,Y,Z) No Calculation Member Section Forces, LC 5 : delta m drift Member Joints Section I - J y Axial Shear Moment ------------------------------ K -------------- K ------------- K -ft --=------------ 1 1- 2 1 1.18 -0.27 -4.55 2 1.18 -0.27 -2.92 3 1.18 -0.27 -1.29 4 1.18 -0.27 0.33 5 1.18 -0.27 1.96 ---------------------------------------------------------------------------- 2 2- 3 1 1.05 0.00 0.38 '2 1.05 0.00 0.38 3 1.05 0.00 0.39 4 1.05 0.00 0.39 5 1.05. 0.00 0.40 ---------------------------------------------------------------------------'- 3 3- 4 1 0.95 -0.09 -0.97 2 0.95 -0.09 -0.53 3 0.95 -0.09 -0.10 4 0.95 -0.09 0.33 5 0.95 -0.09 0.76 ----------------------------------------------------------------------------- 4 4- 5 1 0.84 -0.07 -0.63 2 0.84 -0.07 -0.30 3 0.84 -0.07 0.03 4 0.84 -0.07 0.36 5 0.84 -0.07 0.69 ---------------------------------------------------------------------------- 5 5- 6 1 0.74 -0.07 -0.68 2 0.74 -0.07 -0.36 3 0.74 -0.07 -0.03 4 0.74 -0.07 0.29 ---------------------------------------------------------------------------- 5 0.74 -0.07 0.61 RISA -2D (R) Version 4.01 Buehler & Buehler Job :99138.00 7300 Folsom Blvd., #103 Page: 12 Sacramento, CA 95826 Date: 4/26/00 File: MILLGFMI Sunwest Foods Rice Mill mill girder frame G1 (for col design only) ____________< Member Member Joints Section Section Forces,'LC 5 : delta m drift I J y Axial Shear Moment ----------------------------- K -------------- K ------------- K -ft--------------- ' 6 6- 7 1 0.63 -0.09 -0.77 2 0.63 -0.09 -0.33 3 0.63 -0.09 0.11 4. 0.63 -0.09 0.55 -------------------------------------------------------------------=-------- 5 0.63 -0.09 0.99 7 7- 8 1 0.53 0.01 -0.34 ' 2 0.53 0.01 -0.39 3 0.53 0.01 -0.44 4 0.53 0.01 -0.49 5 0.01 -0.53 ------------------------------0_53 8 8- 9 1 0.40 -0.39 -2.05 ' 2 3 0.40 0.40 -0.39 -0.39 -0.25 1.55 4 0.40 -0.39 3.35 5 0.40 -0.39 5.15 ---------------------------------------------------------------------------- 9 10- 1 1 -0.27 0.35 0.00 2 -0.27 0.35 -1.12 3 -0.27 0.35 -2.24 ' 4 -0.27 0.35 -3.35 5 -0.27 0.35 -4.47 ---------------------------------------------------------------------------- 10 11- 2 1 0.27 0.13 0.00 2 0.27 0.13 -0.40 3 0.27 0.13 -0.80 4 0.27 0.13 -1.21 ' 5 0.27 0.13 -1.61 ----------------------------------------------------------------------------- 11 12- 3 1 2 -0.09 -0.09 0.10 0.10. 0.00 -0.32 3 -0.09 0.10 -0.65 4 -0.09 0.10 -0.97 5 0 09 0.10 1 30 ------ ---------------------------------------------------- 12 13- 4 1 0.02 0.11 - 0.00 2 0.02 0.11 -0.34 ' 3 0.02 0.11 -0.68 4 0.02 0.11 -1.03 ----5-------------O�-----------011-----------1-37 - ----------- 13 14- 5 1 0.00 0.10 0.00 2 0.00 0.10 -0.33 3 0.00 0.10 -0.67 ' 4 0.00 0.10 -1.00 RISA -2D (R) Version 4.01 Buehler & Buehler Job 99138.00 7300 Folsom Blvd., #103 Page: 13 Sacramento, CA 95826 Date: 4/26/00 File: MILLGFMI Sunwest Foods Rice Mill mill girder frame G1 (for col design only) Member Section Forces, LC 5 Member Joints Section delta m drift I J y Axial Shear Moment ---------------------------- K -------------- K ------------- K -ft--------------- 5 - 0.00 0.10 1.34 ----- --------------------------------------- 14 15- 6 1 -0.02 0.11 0.00 2 -0.02 0.11 ' 3 -0.02 0.11 -0.68 4 -0.02 0.11 -1.02 5 -0.02 0.11 -1.36 ---------------------------------------------------------------------------- ,15 16- 7 1 0.10 0.10 0.00 2 0.10 0.10 -0.32 3 0.10 0.10 -0.63 ' 4 0.10 0.10 -0.95 5 0.10 0.10 -1.26 ' ---------------------------------------------------------------------------- 16 17- 8 1 -0.40 0.13 0.00 2 -0.40 0.13 -0.40 3 -0.40 0.13 -0.80 4 -0.40 0.13 -1.20 5 -0.40 0.13 -1.60 ---------------------------------------------------------------------------- 17 18- 9 1 0.39 0.40 0.00 ' 2 0.39 0.40 -1.29 3 0.39 0.40 -2.58 4 0.39 0.40 -3.87 -------------------5-----------0-39-----------040----------5_15 - - < Member Deflections, LC 5 : delta m drift ' Member Joints Section I - J y x y L/n --------------------------- 1 1 2 1 in----------in------------•----------------------- 0.017 -0.001 NC 2 0.017 -0.004 NC 3 0.017 -0.004 NC 4 0.017 -0.002 NC 5 0.017 0.000 NC ---------------------------------------------------------------------------- 2 2 3 1 0.017 0.000 NC 2 0.017 0.000 NC 3 0.017 0.001 NC 4 0.017 0.001 NC 5 0.017 0.000 NC ---------------------------------------------------------------------------- 3 3 4 1 0.017 0.000 NC 2 0.017 0.000 NC 3 0.017 0.000 NC. ' RISA -2D (R) Version 4.01 Buehler & Buehler Job : 99138.00 7300 Folsom Blvd., #103 Page: 14 Sacramento, CA 95826 Date: 4/26/00• File: MILLGFMI Sunwest Foods Rice Mill mill girder frame G1 (for col design only) Member Joints Member Section Deflections, LC 5 delta m drift I J y x y L/n --------------------------- in ----------- in----------------------------------- ' 4 0.017 0.000 NC 5 0.017 0.000 NC ---------------------------------------------------------------------------- 4 4 5 1 0.017 0.000 NC ' 2 0.017 0.000 NC 3 0.017 0.000 NC 4 0.017 0.000 NC ' 5 0.017 0.000 NC ------7--------------------------------------------------------------------- 5 5 6 1 0.017 0.000 NC 2 0.017 0.000 NC ' 3 0.017 0.000 NC 4 0.017 0.000 NC ---------------------------------------------------------------------------- 5 0.017 0.000 NC 6 6 7 1 0.017 0.000 NC 2 0.016 0.000 NC 3 0.016 0.000 NC 4 0.016 0.000 NC 5 0.016 0.000 NC 7 7 8 1 0.016 0.000 NC 2 0.016 -0.001 NC 3 0.016 -0.001 NC ' 4 0.016 -0.001 NC 5 0.016 0.000 NC ---------------------------------------------------------------------------- 8 8 9 1 0.016 0.000 NC ' 2 0.016 0.001 NC 3 0.016 0.003 NC ' 4 5 0.016 0.016 0.003 0.001 NC NC --------------------_-------------------------------------------------------- 9 10 1 1 0.000 0.000 NC 2 0.000 -0.004 NC 3 0.000 -0.009 NC 4 0.000 -0.012 NC 0000 0016 NC -------------------5 10• 11 2 --------_-------_---------------- 1 0.000 0.000 NC 2 3 0.000 0.000 -0.006 -0.012 NC NC 4 0.000 -0.016 NC 5 0.000 -0.017 NC 1 ----------- ------ --------- ------------ --------------- --------------------- 11 3--1 12 0.000 0.000 NC RISA -2D (R) Version 4.01 Buehler &Buehler Job : 99138.00 7300 Folsom Blvd., #103 Page: 15 . Sacramento, CA 95826 Date: 4/26/00. File: MILLGFM1 Sunwest Foods Rice Mill Mill girder frame G1 (for col design only) < Member Deflections, LC 5 delta m drift Member Joints Section I - J x y L/n ---------------------------in ---------- in----------------------------------- 2 0.000 -0.006 NC 3 0.000 -0.011 NC 4 0.000 -0.015 NC 5 0000 -0.017 NC 12 13 ---------_----- 4 1 0.000 0.000 NC 2 0.000 -0.006 NC 3 0.000 -0.011 NC 4 0.000 -0.015 NC 5 0.000 -0.017 NC ----------------- 13 14 ----------- 5 1 ------------ 0.000 -------=---------------------------- 0.000 NC 2 0.000 -0.006 NC 3 0.000 -0.011 NC 4 0.000 -0.015 NC 5 0.000 -0.016 NC ', -----------'----------------------------------------------------------------- 14 15 6 1 0.000 0.000 NC 2 0.000 -0.006 NC 3 0.000 -0.011 NC 4 0.000 -0.015 NC 5 0.000 -0.016 NC -----------------------------------------7---------------------------------- 15 16 7 1 2 0.000 0.000 0.000 -0.006 NC NC 3 0.000 -0.011 NC 4 0.000 -0.015 NC 5--------0000------_0_016 NC 16 17 8"1 0.000 ----------- 0.000 NC 2 0.000 -0.006 NC 3 0.000 -0.012 NC 4 0.000 -0.015 NC 5 0.000 -0.017 NC ---------------------------------------------------------------------------- 17 18 9 1 0.000 0.000 NC 2 0.000 -0.004 NC 3 0.000 -0.008 NC 4 0.000 -0.012 NC 5 0.000 -0.015 NC ---------------------------------------------------------------------------- BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS, INC. 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 JOB _ Sun West Foods Rice Mill JOB NO.. 99138.00 DATE 04/26/00 CLIENT CJA BY PLS SHEET NO Sunwest Foods Rice Mill Buhler mill bm 82 frame (for column design only) (@ Grid E) Loads: LC 6, delta m drift C 4 a Solution: LC 6 delta m drift �jx 1. 7 � a Solution: LC 6 delta m drift �jx y' Units ............................. US Standard Steel Code ........................ AISC 9th Edition ASD Allowable Stress Increase Factor.. 1.333 �. Include Shear Deformation......... Yes No. of Sections for Member Calcs.. 5 Do Redesign ....................... Yes P -Delta Analysis Tolerance. 0.50% 11, 1 1 1 Joint Coordinates Joint X Y Joint No RISA -2D (R) Version 4.01 Coordinate Temperature ------------------ Buehler & Buehler Job : 99138.00 0.000 7300 Folsom Blvd., #103 Page: 1 0.000 Sacramento, CA 95826 Date: 4/26/00 0.000 0.00 File: MILLBFM2 0.000 Sunwest Foods Rice Mill 5 0.000 -14.000 Buhler mill bm B2 frame (for column design only) (@Grid E) 23.000 y' Units ............................. US Standard Steel Code ........................ AISC 9th Edition ASD Allowable Stress Increase Factor.. 1.333 �. Include Shear Deformation......... Yes No. of Sections for Member Calcs.. 5 Do Redesign ....................... Yes P -Delta Analysis Tolerance. 0.50% 11, 1 1 1 Joint Coordinates Joint X Y Joint No Coordinate Coordinate Temperature ------------------ ft ------------ ft ------------ OF --.-------------------------- 1 0.000 0.000 0.00 2 23.000 0.000 0.00 3 46.330 0.000 0.00 4 69.330 0.000 0.00 5 0.000 -14.000 0.00 6 23.000 -14.000 0.00 7 46.330 -14.000 0.00 8 69.330 -14.000 0.00 Boundary Conditions Joint +----- Translation -----+ No X , Y Rotation ------------ K/in-------- K/in------ K-ft/rad---------------------------------- 5 Reaction Reaction 6 Reaction Reaction 7 Reaction Reaction 8 Reaction Reaction Materials (General) Material Young's Shear Poisson's Thermal Weight Yield Label Modulus Modulus Ratio Coef. Density Stress ------------- Ksi---------- Ksi---------------- 10^5°F ---- K/ft3------- Ksi------ CONC 3600.00 1550.00 0.1670 0.65000 0.150 3.40 Sections Section Database Material As As I I T Label Shape Label Area 0,2 1,3 1,3 0,2 ------------------------------ in^2---------------- in -4 ---------- in^4-------- BEAM CONC 540.00 1.2 1.2 1.00 11500.00 SQCOL CONC 512.00 1.2 1.2 1.00 30583.00 COL CONC 201.00 1.2 1.2 1.00 2250.00 1 RISA -21) (R) Version 4.01 Buehler & Buehler Job : 99138.00 1300 Folsom Blvd., #103 Page: 2 Sacramento, CA 95826 Date: 4/26/00 File: MILLBF142 Sunwest Foods Rice Mill Buhler mill bm B2 frame (for column design only) (@Grid E) - �+ ------------------------------ Memb Joints Rotate Section Releases Offsets Inactive? No. I J 900 Set I:AVM J:AVM I -End J -End Label y Length -------------------------------------------- in-------in---------------ft---- 1 1 2 BEAM 16.00 8.00 23.00 2 2 3 BEAM 8.00 8.00 23.33 3 3 4 BEAM 8.00 16.00 23.00 4 5 1 SQCOL 5 6 2 COL 15.00 14.00 15.00 14.00 6. 7 3 COL 15.00 14.00 7 8 4 SQCOL 15.00 14.00 Basic Load Case Data BLC Basic Load Case Load Type Totals No. ----Description----------------Nodal -------------- Point Dist. -------------------------- 1 Total dl incld 81'slab & pt ld 3 3 2 Wu 125 psf 11 @ bm 1 3 Wu 125 psf 11 @ bm 2 1 1 4 Wu 125 psf 11 @ bm 3 1 5 Delta M drift 1 Member Point Loads, BLC 1 Joints Member I J Direction Magnitude Location y ------------------------------------- K,K-ft -----------ft or % --------------- 1 1 2 Y -2.400 8.000 1 1 2 Y -2.400 18.000 2 2 3 Y -35.000 .18.330 Member Distributed Loads, BLC 1 Joints Load Pattern Pattern Member I J Label Multiplier ---------------------------------------------------------------------------- 1 1 2 UNIFORM 1.9000 2 2 3 UNIFORM 1.9000 3 3 4 UNIFORM 3.2000 Member Distributed Loads, BLC 2 Joints Load Pattern Pattern Member I J Label Multiplier 2 UNIFORM 2.2000 Member Distributed Joints Load Pattern Loads, BLC 3 Pattern Member I J Label Multiplier ---------------------------------------------------------------------------- 2 2 3 UNIFORM 2.2000 1 RISA -21) (R) Version 4.01 Buehler & Buehler Job : 99138.00 7300 Folsom Blvd., #103 Page: 3 Sacramento, CA 95826 Date: 4/26/00 File: MILLBFM2 Sunwest Foods Rice Mill Buhler mill bm B2 frame (for column design only) (@Grid E) Member Distributed Loads, BLC 4 Joints Load Pattern Pattern Member I J Label Multiplier --------------------------7------------------------------------------------- 3 3 4 UNIFORM 2.2000 Joint Loads/Enforced Displacements, BLC 5 Joint Is this a Load or Direction Number' a Displacement? (X,Y,Mz) Magnitude ------------------------------------------------------ K,K-ft,in,rad--------- 1 D X 0.033 Load Patterns Pattern Magnitudes Locations Label Dir Start End Start End ------------------- K/ft,F---------- K/ft,F----------- ft or % ------- ft or %--- UNIFORM Y -1.000 -1.000 0.000 0.000 1 Load Combinations RWPE No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv --------------------------------------------------------------------------- y 1 total dl + 11 1 1 2 1 3 1 4 1 2 dl + skip 11 1&3 1 1 2 1 4 1 y 3 dl + skip 11 2&3 1 1 3 1 4 1 y 4 dl + skip 11 1&2 1 1 2 1 3 1 y 5 2 1 1 3 1 y delta m drift 5 1 Joint Displacements, LC 6 : delta m drift Joint +------- Translation -------+ Rotation No X Y 6 z -------------. in--t----------in------------rad------------------------------- 1 0.033 0.000 -0.00015 2 3 0.033 l 0.033 0.000 0.000 0.00001 0.00001 4 0.033_ 0.000 -0.00015 5 0:000 0.000 -0.00022 6 0.000 0.000 -0.00033 7 0.000 0.000 -0.00033 8 0.000 0.000 -0.00022 Reactions, LC 6 delta m drift Joint +--------- Forces ----------+ Moment No X Y Mz -------------K--------------K-------------K-ft------------------------------ 5 -0.67 -0.60 0.00 6 -0.24 0.69 0.00 7 -0.24 -0.69 0.00 8 -0.66 0.60 0.00 1 11 i RISA -2D (R) Version 4.01 Buehler & Buehler 7300 Folsom Blvd., #103 Sacramento, CA 95826 Job : 99138.00 Page: 4 Date: 4/26/00 File: MILLBFM2 Sunwest Foods Rice Mill Buhler mill bm B2 frame (for column design only) (@Grid E) =--------===========< Reactions, LC 6 : delta ai drift Joint +--------- Forces ----------+ Moment No X Y Mz ------------- K -------------- K ------------- K -ft ------------------------------ Totals: -1.81 0.00 Center of Gravity Coordinates (X,Y,Z) : No Calculation < Member Section Forces, LC 6 :.delta m drift �j Member Joints Section Axial Shear Moment ---------------------------- K -------------- K ------------- K-ft--------------- ,� 1 1- 2 1 1.14 -0.60 -8.58 2 1.14 -0.60 -5.43 3 1.14 -0.60 -2.27 4 1.14 -0.60 0.88 �/ 5 1.14 -.0.60 4.03 ----------- ---------------------------------------------------------------•- 2 , 2- 3 1 0.90 0.09 1.04 U' 2 0.90 0.09 0.52 3 0.90 0.09 0.01 4 0.90 0.09 -0.51 5 0.90 0.09 -1.03 ---- --A------------------------------------------------------------------ 3 X 3- 4 1 0.66 -0.60 -4.01 2 0.66 -0.60 -0.88 3 0.66 -0.60 2.24 G� A- 4 0.66 -0.60 5.37 V 5 0.66 -0.60 8.50 --- - /� ---------------------------------------------------------------- 5- 1 1 -0.60 0.67 0.00 2 -0.60 0.67 -2.14 3 -0.60 0.67 -4.27 �� r► 4 -0.60 0.67 -6.41 5 -0.60 0.67 -8.54 ----- - ---------------------------------------------------------------- \�r 5 r 6- 2 1 0.69 0.24 0.00 2 0.69 0.24 -0.76 3 0.69 0.24 -1.52 4 0.69 0.2.4 -2.27 5 0.69 0.24 -3.03 ------------------------------7--------------------------------------------- 6 7- 3 1 -0.69 0.24 0.00 2 -0.69 0.24 -.0.75 3 -0.69 0.24 -1.51 4 -0.69 0.24 -2.26 01 -------------------5-----------0-69-----------024------------- --- 7 8- 4 1' 0.60 0.66 0.00 2 0.60 0.66 -2.11 3 0.60 0.66 -4.23 RISA -2D (R) Version 4.01 Buehler & Buehler Job : 99138.00 7300 Folsom Blvd., #103 Page: 5 Sacramento, CA 95826 Date: 4/26/00 File: MILLBFM2 Sunwest Foods Rice Mill �{ Buhler mill bm B2 frame (for column design only) (@Grid E) Member Section Forces, LC 6 : delta m drift Member Joints Section I J y . Axial Shear Moment ---------------------------- K -------------- K ------------- K -ft--------------- 4 0.60 0.66 -6.34 5 0.60 0.66 -8.46 ---------------------------------------------------------------------------- `i =--------------< Member Deflections, LC 6 : delta m drift Member Joints Section --------------------------- x y L/n in----------in----------------------------------- 1 1 2 1 0.033 -0.002 NC 2 0.033 -0.008 NC 3 0.033 -0.007 NC 4 0.033 -0.003 NC 5 0.033 0.000 NC ---------------------------------------------------------------------------- 2 2 3 1 0.033 0.000 NC 2 0.033 0.000 NC 3 0.033 0.000 NC f 4 0.033 0.000 NC 1 5 0.033 0.000 NC ---------------------------------------------------------------------------- 3 3 4 1 0.033 0.000 NC 2 0.033 0.003 NC " 3 0.033 0.006 NC 4 0.033 0.008 NC 5 0.033 0.002 NC 4 5 1 1 ----- 0.000 ----- 0.000 NC 2 0.000 -0.009 NC 3 0.000 -0.017 NC 4 0.000 -0.024 NC 5--------0_ 000------0_031----------NC----------- - 5 6 2 1 0.000 0.000 NC 2 0.000 -0.012 NC 3 0.000 -0.023 NC 4 0.000 -0.031 NC 5 0.000 -0.033 NC 6 7 3 1 0.000 0.000 NC 2 0.000 -0.012 NC 3 0.000 -0.023 NC 4 0.000 -0.030 NC 5 0.000 -0.033 NC ---------------------------------------------------------------------------- 7 8 4 1 0.000 0.000 NC 2 0.000 -0.008 NC 1 1 f RISA -2D (R) Version 4.01 Buehler & Buehler 7300 Folsom Blvd., #103 Sacramento, CA 95826 Job : 99138.00 Page: 6 Date: 4/26/00 File: MILLBFM2 Sunwest Foods Rice Mill Buhler mill bm B2 frame (for column design only) (@Grid E) Member Deflections, LC 6 : delta m drift Member Joints Section I - J y x y L/n ---------------------------in----------in----------------------------------- 3 0.000 -0.017 NC 4 0.000 -0.024 NC 5 0.000 -0.030 NC ---------------------------------------------------------------------------- A 1 BUEHLER &BUEHLER ASSOCIATES JOe /Z2169 Zoe STRUCTURAL ENGINEERS, INC. JOB NO. / /'-7�. DATE 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. �e V14ezz /X : L VMZ is'� z O.2 x /3✓�� t l 6;%2)X /O /P'tr _ �u VVAUO. , ("70 f ¢2) '"1 j1 k � � 71 IPA, EGro'i�T Y. �Ile- To Reorder Call NESS CUSTHM'larinting service TOLL FREE 1.800.88&8327 NESS, Inc., Peterborough. NH 03458. olv 5 Re`.. No: G 1030001.51 1 1 1 1 1 1 fl t �U BUEHLER & BUEHLER ASSOCIATES JOB N STRUCTURAL ENGINEERS, INC. JOB NO. / I �/ 0• d D DATE 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. I11 - 1 :�� .- .GN1�21�3�✓� G Tom' I C'" LD r140M -CoN►� i4�%ZZ, ;� 2� lz I r �To Reo Wor call NESS CUSTG printing service TOLL FREE 1.600-666-6327 NEBS, Inc.. Peterborough. NH 03456. Re`. No: G 109000`,! JOB BUEHLER &BUEHLER ASSOCIATES STRUCTURAL ENGINEERS, INC. JOB NO. / I l �- O4 DATE 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT By V ✓ SHEET NO. ILIM5 oN �.� y- �ec�✓T _3 iti/ Q5 4 (77.8'K 7�,4,o ho re ,�e5 /x/ X. as & W. / = 0,7 X /d - 3 /u 145 C Z, = / /' 9/ /' q k /0 3 /,J To Reorde, can NESS CUSTGM"printing Service TOLL FREE 1.800-8886327 NESS, tnc., Peterborough. NH 03458. Re`.. F0: G 10900:551 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 Office 2nd Floor Diaphragm CENTER OF MASS Building Overall Dimensions X= 42.0 ft. Y= 70.0 ft. JOB Sunmst Foods Rice Mill JOB No. 99138.00 DATE CLIENT CJA BY PLS SHEET N0. i� ITEM Lateral Load cmxE35 W*cmx W*cm Floor 173 21 3633 6055 Adjacent Mezzanine x dir. 66 21 1386 660 Adjacent Mezzanine dir. 28 0 0 980 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 267 1 5019 7695 Accidental torsion, 5 Amplification Factor, Ax Amplified eccentricity CMX= 18.8 ft. ex= 2.1 CMY= 28.8 ft. ey= 3.5 Ax = 1.0 Ax = 1.2 Amp ex= 2.1 Amp ey= 4.2 CMX + Amp ex= 20.9 ft. CMY + Amp e - 33.0 ft. CMX - Amp ex= 16.7 ft. I CMY - Amp ey= 24.6 ft. 1 1 1 f 1 1 1 1 r BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 Office 2nd Floor Diaphragm JOB Sunvvest Foods Rice Mill .JOB No. 99138.00 DATE CLIENT C.JA BY PLS SHEET N0. (� CENTER OF RIGIDITY CRY /WALLS IN THE X DIRECTION) WALL Thkns in Length ft Hei ht ft E ksi Fixity Rx X Y Rx'Y 9a 7.625 21 9 1130 4 5.38 70.00 376.82 9b 7.625 17 9 1130 4 3.95 70.00 276.45 13a 8 6.33 9 3600 1 4'.03 0.00 0.00 13b 8 4 9 3600 1 1.59 0.00 0.00 13c 8 4 9 3600 1 1.59 0.00 0.00 Ze 8 3.17 9 3600 1 0.00 42.00 0.00 Zf 8 3.33 9 3600 1 0.00 42.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUM 16.54 653.27 CRX= CRY= 39.5 ft. CRX (WAI IS IN THF Y DIRECTION) WALL Thkns in Length ft Height ft E ksi Fixity Ry X R X W.1 7.625 50 9 1130 4 15.30 0.00 0.00 Za 8 3.33 9 3600 1 1.03 42.00 43.43 Zb 8 3.17 9 3600 1 0.92 42.00 38.52 Zc 8 3.33 9 3600 1 1.03 42.00 43.43 Zd 8 3.33 9 3600 1 1.03 42.00 43.43 Ze 8 3.17 9 3600 1 0.92 42.00 38.52 Zf 8 3.33 9 3600 1 1.03 42.00 43.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUM 21.27 250.77 CRX= 11.8 ft. Fixity: 1 = Fixed -Fixed 4 = Fixed -Pinned IRigities are relative. They are based on P=1000 Kips. R = 1000k/in. BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 Office 2nd Floor Diaphragm 239 kips eccentricity = 6 ft. Ve= 1547 kip'ft. .,oe Sunwest Foods Rice Mill JOB NO. 99138.00 DATE CLIENT CJA BY PLS SHEET NO. �t7rL HORIZONTAL DISTRIBUTION FORCE DIRECTION X FORCE LOCATION I CMY+ Amp. Ey ( cry-cmy= 10.67 ) WALL JRx I ly ID JR -D R'D112 jFv JFM JFM Ftotal fv Ftotal fv WALLS IN THE X DIRECTION WALLS IN THE Y DIRECTION k/ft k/ft 9a 5.4 70.0 -30.5 -164.2 5010.1 77.8 -9.2 77.8 3.70 9b 3.9 70.0 -30.5 -120.5 3675.5 57.1 -6.8 57.1 3.36 13a 4.0 0.0 39.5 159.3 6291.5 58.3 9.0 67.2 10.62 13b 1.6 0.0 39.5 62.7 2476.2 22.9 3.5 26.5 6.62 13c 1.6 0.0 39.5 62.7 2476.2 22.9 3.5 26.5 6.62 0 0.01 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0:0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.01 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.01 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.01-- .0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 SUM OF Rx= 16.5 21.3 19929.4 7575.2 WALL I Ry IX I D R'D R'DA2 jFv JFM Ftotal fv WALLS IN THE Y DIRECTION k/ft W.1 15.3 0.0 11.8 180.4 2126.8 0.0 10.1 10.1 0.20 Za 1.0 42.0 -30.2 -31.2 943.6 0.0 -1.8 -1.8 -0.53 Zb 0.9 42.0 -30.2 -27.7 836.9 0.0 -1.6 -1.6 -0.49 Zc 1.0 42.0 -30.2 -31.2 943.6 0.0 -1.8 -1.8 -0.53 Zd 1.0 42.0 -30.2 -31.2- 943.6 0.0 -1.8 -1.8 -0.53 Ze 0.9 42.0 -30.2 -27.7 836.9 0.0 -1.6 -1.6 -0.49 Zf 1.0 42.0 -30.2 -31.2 943.6 0.0 -1.8 -1.8 -0.53 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 SUM OF Ry= 21.3 7575.2 ISUM OF RD^2= 27504.61 1 1 1 1 BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 Office 2nd Floor Diaphragm HORIZONTAL DISTRIBUTION FORCE DIRECTION X FORCE LOCATION I CMY- Amp. Ey V= 239 kips eccentricity 15 ft. Ve= 3555 kip*ft. Joe Sunwest Foods Rice Mill Joe No. 99138.00 DATE CLIENT CJA BY PLS SI$ET No. LOG ( cry-cmy= 10.67 ) WALL IRx I ly JD JR JR -D R -D^2 JFv jFrn I Ftotal fv WALLS IN THE X DIRECTION k/ft 9a 5.4 70.0 -30.5 -164.2 5010.1 77.8 -21.2 77.8 3.70 9b 3.9 70.0 -30.5 -120.5 3675.5 57.1 -15.6 57.1 3.36 13a 4.0 0.0 39.5 159.3 6291.5 58.3 20.6 78.9 12.46 13b 1.6 0.0 39.5 62.7 2476.2 22.9 8.1 31.0 7.76 13c 1.6 0.0 39.5 62.7 2476.2 22.9 8.1 31.0 7.76 0 0.01 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.01 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 . 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.51 0.0 0.0 0.01 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.01 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.01 39.51 0.0 0.0 0.01 0.0 0.0 0.00 SUM OF Rx= 16.5 1 1 19929.41 1 WALL I Ry IX I D JR -D R -D^2 jFv JFM Ftotal fv WALLS IN THE Y DIRECTION k/ft W.1 15.3 0.0 11.8 180.4 2126.8 0.0 23.3 23.3 0.47 Za 1.0 42.0 -30.2 -31.2 943.6 0.0 -4.0 -4.0 -1.21 Zb 0.9 42.0 -30.2 -27.7 836.9 0.0 -3.6 -3.6 -1.13 Zc 1.0 42.0 -30.2 -31.2 943.6 0.0 -4.0 -4.0 -1.21 Zd 1.0 42.0 -30.2 -31.2 943.6 0.0 -4.0 -4.0 -1.21 Ze 1 0.9 42.0 -30.2 -27.7 836.9 0.0 -3.6 -3.6 -1.13 Zf 1.0 42.0 -30.2 -31.2 943.6 0.0 -4.0 -4.0 -1.21 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.01 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.01 0.00 SUM OF Ry-- 21.31 7575.2 Baum ur KU"--= uov4.o 1 1 t 1 BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS..INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 Office 2nd Floor Diaphragm V= 201 kips eccentricity = -9 ft. Ve= -1830 kip -ft. joe Sunwest Foods Rice Mill Joe NO. 99138.00 DA TE CLIENT CJA BY PLS SHEET NO. 07 HORIZONTAL DISTRIBUTION FORCE DIRECTION Y FORCE LOCATION CMX + Amp. Ex ( crx-cmx= -7.01 ) WALL I Rx IRY IX I Y ID I RD R -D112 jFv JFM Ftotal fv WALLS IN THE X DIRECTION k/ft 9a 5.4 70.0 -30.5 -164.2 5010.1 0.0 10.9 10.9 0.52 9b 3.9 70.0 -30.5 -120.5 3675.5 0.0 8.0 8.0 0.47 13a 4.0 0.0 39.5 159.3 6291.5 0.0 -10.6 -10.6 -1.67 13b 1.6 0.0 39.5 62.7 2476.2 0.0 -4.2 -4.2 -1.04 13c 1.6 0.0 39.5 62.7 2476.2 0.0 -4.2 -4.2 -1.04 0 0.0 0.0 39.51 0.0 0.0 0.01 0.0 0.0 0.00 0 0.0 0.0 39.51 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.51 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.51 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 SUM OF Rx= 16.5 1 19929.4 WALL IRY IX I D JR -D R -D^2 jFv JFM Ftotal fv WALLS IN THE Y DIRECTION . k1ft W.1 15.3 0.0 11.8 180.4 2126.8 144.6 -12.0 144.6 2.89 Za 1.0 42.0 -30.2 -31.2 943.6 9.8 2.1 11.9 3.56 Zb 0.9 42.0 -30.2 -27.7 836.9 8.7 1.8 10.5 3.32 Zc 1.0 42.0 -30.2 -31.2 943.6 9.8 2.1 11.9 3.56 Zd 1.0 42.0 -30.2 -31.2 943.6 9.8 2.1 11.9 3.56 Ze 0.9 42.0 -30.2 -27.7 836.9 8.71 1.8 10.5 3.32 Zf 1.0 42.0 -30.2 -31.2 943.6 9.8 2.1 11.9 3.56 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 SUM OF Ry-- 21.3 7575.2 SUM OF RD^2= 27504.6 BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 Office 2nd Floor Diaphragm W 201 kips eccentricity = -5 ft. Ve= -986 kip -ft. joa Sunwest Foods Rice Mill JOB N0. 99138.00 DATE cuENT CJA BY PLS SHEET NO. HORIZONTAL DISTRIBUTION FORCE DIRECTION Y FORCE LOCATION I CMX - Amp. Ex ( crx-cmx= -7.01 ) WALL JRx I ly ID JR -D R -D^2 jFv JFM Ftotal fv WALLS IN THE X DIRECTION k/ft 9a 5.4 70.0 -30.5 -164.2 5010.1 0.0 5.9 5.9 0.28 9b 3.9 70.0 -30.5 -120.5 3675.5 0.0 4.3 4.3 0.25 13a 4.0 0.0 39.5 159.3 6291.5 0.0 -5.7 -5.7 -0.90 13b 1.6 0.0 39.5 62.7 2476.2 0.0 -2.2 -2.2 -0.56 13c 1.6 0.0 39.5 62.7 2476.2 0.0 -2.2 -2.2 -0.56 0 0.01 0.0 39.51 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.51 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.01 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 39.5 0.0 0.0 0.0 0.0 0.0 0.00 SUM OF Rx= 16.5 19929.4 WALL I Ry IX I D JR -D R -D^2 jFv jFm Ftotal fv WALLS IN THE Y DIRECTION k/ft W.1 15.3 0.0 11.8 180.4 2126.8 144.6 -6.5 144X 2.89 Za 1.0 42.0 -30.2 -31.2 943.6 9.8 1.1 10.9 3.27 Zb 0.9 42.0 -30.2 -27.7 836.9 8.7 1.0 9.7 3.05 Zc 1.0 42.0 -30.2 -31.2 943.6 9.8 1.1 10.9 3.27 Zd 1.0 42.0 -30.2 -31.2 943.6 9.8 1.1 10.9 3.27 Ze 0.9 42.0 -30.2 -27.7 836.9 8.71 1.0 9.7 3.05 Zf 1.0 42.0 -30.2 -31.2 943.6 9.8 1.1 10.9 3.27 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 11.8 0.0 0.0 0.0 0.0 0.0 0.00 SUM OF Ry-- 21.3 7575.2 SUM OF RD -2= 27504.6 JOB BUEHLER &BUEHLER ASSOCIATES Nl•�EsQ? �GL� /yI/GL ' STRUCTURAL ENGINEERS, INC. JOB NO. l/ . D� DATE 2 0 0 7300 Folsom Blvd. Suite 103 aa SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. G �v 1 1 1 1 r GN 4 =a . 097�57 - w o Reoider Gall NEBS CUSTOM"printing Service TOLL FREE 1.800-888-8327 NESS. Inc.. Peterborough. NH 83458. 0'/5 z. - o . Ds G�s� = l•' o Ret. No: G 109DOC651 BUEHLER & BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. �8.90 DATE 7300 Folsom Blvd. Suite 103 Z SACRAMENTO, CALIFORNIA 95826 CLIENT BY pL5 SHEET NO. -79 /,7-7 -/._ 6(o KX /.Sr t 61 ' } Z GL; ,� o,ga x �, �3 X/Z ex 3 r t� 35 .E /, 33 = �� I V 33 -77,s,' 11 Xo x/. 33 s 7 LD ZP s. x?�.33 X /. - X/,3 1100, .................. X 7'0 e�_ 7 GL SX �Zo,33 X/Z� c n. 2 A 2011e -e-- 4= To 0ae-G- To Re zder Call NEBS CUSTG printing service TOLL FREE 1-8OO-668-6327 NESS, Inc., Peteborougo. MH 03452. Rel. No: G 1090005311 BUEHLER &BUEHLER ASSOCIATES JOB 51 A STRUCTURAL ENGINEERS, INC. JOB NO. G1 Igo. 99� DATE 2 �? 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. Lam/ g, /-//V r- /5 X /.3 Io -01 >11 Po1^17- w- 0,i�aoA-1 v gni' c OL �r Corve GoL, ,�, ,� RJoT �NGLvv�, PT Lt) WT /,i4 / 1. 7r / I ¢ 1-10 c Ar VWo Reorder call rvtn�. GU3t Wm --printing Service TOLL FHee T-ew-nee+-tiarf rvtvs, mc.. me=MUgn. rvn wqW. 7 1 1 1 1 1 1 1 1 i 1 1 1 1 1 PC - BUEHLER & BUEHLER ASSOCIATES JOB CT �6t0�5 146 / L STRUCTURAL ENGINEERS, INC. JOB NO. / / I x/11 , pO DATE 7300 Folsom Blvd. Suite 103 CLIENT BYSHEET NO. `2Z Z SACRAMENTO, CALIFORNIA 95826 � 11 -4- 1?1� /N2 �y-It-7, Z 00 --.- 2. 0 00 G � 7 . & � n K 4e;Aq OCA 7'3 14) 2 = i.2sX -7-7x mak syy To Remo, Call NEBS CUST�DM"'printing service TOLL FREE 1.800.688.6327 NESS, Inc., Peterborough. NH 03456. Rel. No: G 109000,511Call NEBS CUST�iM"'printing service TOLL FREE 1.800.668.6327 NESS, Inc., Peterborough. NH 03456. Ret. Igo: G 109000,51 JOB L� ' BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS, INC. JOB NO. O— DATE 7300 Folsom Blvd. Suite 103 f U�3 SACRAMENTO, CALIFORNIA 95826 CLIENT BYLS SHEET NO. 1 s c. 446 0AZ. 9Y ' �!, �J'` ��w��s �..�-� 2 !,✓may �tii.� X ( ,l Iq.- I C = 7— Dry L�'�✓C� T/� o r�= �T�, �r���s �,�- V. ' KK. '4" r_ iia t 3,�ki�j4 z z Tim 1 K 3� '" �,�(: &X�2z T'�- � Z 2 o� ITo Re odor Call NESS CUSTC:M-printing service TOLL FREE 1800-888.8327 NESS, Inc.. Paleiburough. Nli 03458. Ne`. Wa: G 10900?5511 BUEHLER & BUEHLER ASSOCIATES JOB - '/i'y��' Mi� STRUCTURAL ENGINEERS, INC. JOB NO. / /311.00 -DATE z1azoa 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. 7, ` z h /S � z / 55 i 7, (4933X/2) 1?- ok- 7.GoZ� d_ 40 X. D, O/ �br Cis X 8o�s�� x /.33 33 �To Re zder Call NESS CUSTOM"printing service TOLL FREE 1.800.88&6327 NESS, Inc., Peterborough, NH 03458. Ret No: G 109000511 1 1 1 i 1 1 1 1 1 1 1 1 1 BUEHLER & BUEHLER ASSOCIATES JOBS STRUCTURAL ENGINEERS, INC. JOB NO. D DATE Ov 7300 Folsom Blvd. Suite 103 f % G SACRAMENTO, CALIFORNIA 95826 CLIENT BY / �7 SHEET NO. /111" 1 /-P' f7 404!� 7i� -M /. 2SX k/s To Reordor Call NESS CUSTGM" printing service TOLL FREE 1-800.88&6327 NE&S, Im, Peterborough, NH 03450. '3� �-- 2 - *�� Ref. No: G 109000? 51 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BUEHLER & BUEHLER ASSOCIATES JOBiyW?" ✓�' ��i�L STRUCTURAL ENGINEERS, INC. JOB NO. GI'CI /3P Da DATE �d 7300 Folsom Blvd. Suite 103 CLIENT BY LS SHEET NO. U �L SACRAMENTO, CALIFORNIA 95826 �- / -7 x /� f- �✓ ,� iso Xl To Reorder Call NESS CUSTCiM"printing service TOLL FREE 1.800-888-6327 NESS, Inc.. Peterborough, NH 03458. Ret. No: G 109000E 1 1 r BUEHLER & BUEHLER ASSOCIATES JOB �J�r�s�� �'� /ILL. STRUCTURAL ENGINEERS, INC. . JOB NO./ . 82� DATE 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY--��; SHEET NO. ! I i /, 4,7 O, lv < �1?70po 4 d mo 29x kar Z �,00O�X�.3g ��00/ >Nz oY LAN T� �j"� Co�✓S�V Ad (1.2- 2 x Zv (O I �%w C21CTl:M".,;-1— —1— Tn11 rRrP I.AMRRR�3J7 NXAf Inr.-. PAtnr6amuah. NH 03455 �s ¢j2 = -7714 /� visr�i �3 u Two Za " A Ret. No: G 109000551 BUEHLER & BUEHLER ASSOCIATES JOB N G';—���� STRUCTURAL ENGINEERS, INC. JOB NO. ��/ 13,5 . DATE 2 Q 2 ov 7300 Folsom Blvd. Suite 103 I SACRAMENTO, CALIFORNIA 95826 CLIENT By 1� SHEET NO. ��/ ok ---> — 10 a GGA /D.xG0 2 ® 7e, �o S4oly 8 IK �D x 4-47 To Reorder call NESS CUSTGM'printing Service TOLL FREE 1-800-888-6327 NESS. Inc., Peterborough. NN 03456. Ret. No: G 10900G51 BUEHLER &BUEHLER ASSOCIATES JOB�lv///��1WjQ7�j�%-�ll'c� STRUCTURAL ENGINEERS, INC. JOB NO.DATE co 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. 1� Y'�p�GL EMS TO C xf -7�2r Lt;* ,X I J l = k'- ��a rBVI{. V � �`/ S �L/c1r l �v✓ �%1 ij!✓•% �1i�! 1� �i��id, kv K �27 �I 2 44 V Wu� Reozaor Call NEBS CUSTGWprinting service TOLL FREE 1-800.888.6327 NESS, Inc.. Peterborough. NH 03458. Ref. No: G 109010551 BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 Packaging Mezzanine CENTER OF MASS Building Overall Dimensions X= 87.0 ft. Y= 17.7 ft. joB Sunwest Foods Rice Mill JOB No. 99138.00 DATE CUENT CJA BY PLS SHEET No. L ZQr ITEM Lateral Load cmx cm W*cmx W*cm Floor. 83 44 9 3611 733 e ui t 160 39 9 6240 1413 walls 27 18 9 486 238 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 0 270 1 103371 2384 Accidental torsion, 5% Amplification Factor, Ax Amplified eccentricity CMX= 38.3 ft. ex= 4.4 CMY= 8.8 ft. ey= 0.9 Ax= 1.0 Ax= 1.2 Amp ex= 4.4 Amp ey= 1.1 CMX + Amp ex= 42.6 ft. I CMY + AmpEN CMX-Ampex= 33.9 ft. CMY-Amp e 0 t BUEHLER & BUEHLER ASSOCIATES .los Sunwest Foods Rice Mill t STRUCTURAL ENGINEERS. INC. .Ioe No. 99138.00 DATE 7300 Folsom Blvd., Suite 103 CLIENT CJA B PLS SHEET NO. GZ0Z SACRAMENTO, CALIFORNIA 95826 Packaging Mezzanine CENTER OF RIGIDITY r`RV /IA/dl 1_4Z IN THF Y n/RFrT/AN 1 r PY /WdI 1 R IN TNF V nIPFCTinN 1 WALL Thkns in Leng!h_M Height ftE ksi Fixity Ry X R X Q.6 9.625 20 12 1130 4 4.08 0.00 0.00 T.5 1 0.50 44.33 22.17 W.1 7.625 20 7 1130 4 7.05 87.00 613.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUM 11.64 635.85 CRX= 54.6 ft. Fixity: 1 = Fixed -Fixed 4 = Fixed -Pinned Rigities are relative. They are based on P=1000 Kips. R = 1000k/in. r 1 1 BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 Packaging Mezzanine V= 54 kips eccentricity = -1 ft. Ve= -57 kip -ft. .,os Sunwest Foods Rice Mill JOB NO. 99138.00 DA TE cuENT CJA BY PLS SHEET NO. /^a HORIZONTAL DISTRIBUTION FORCE DIRECTION X FORCE LOCATION I CMY+ Amp. Ey ( cry-cmy= 0.01 ) WALL JRX IRyX ly ID JR -D R -D^2 JFv JFM Ftotal fv WALLS IN THE X DIRECTION kfft 12 1.0 17.7 -8.8 . -8.8 78.1 27.0 0.0 27.0 0.00 13 1.0 0.0 8.8 8.8 78.1 27.0 0.0 27.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.01 0.0 8.81 0.0 0.0 0.01 0.0 0.0 0.00 0 0.0 0.0 8.81 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.81 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.81 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 1 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 SUM OF Rx= 1 2.01 1 1 i 156.11 1 WALL I IRyX ID I R'D R -D^2 jFv I Fm Ftotal fv WALLS IN THE Y DIRECTION kfft Q.6 4.1 0.0 54.6 223.1 12190.1 0.0 -0.6 -0.6 -0.03 T.5 0.5 44.3 10.3 5.2 53.2 0.0 0.0 0.0 0.00 W.1 7.1 87.0 -32.4 -228.2 7385.4 0.0 0.7 0.7 0.03 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 1 0.01 0.0 54.61 0.01 0.0 0.0 0.0 0.0 0.00 0 0.01 0.01 54.61 0.01 0.0 0.0 0.0 0.0 0.00 SUM OF Ry= 1 11.61 1 1 1 19628.7 SUM OF RD -2= 19784.8 v BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 t SACRAMENTO, CALIFORNIA 95826 Packaging Mezzanine �I W 54 kips eccentricity 1 ft. Ve= 58 kip'ft. JOB Sunwest Foods Rice Mill JOB No. 99138.00 DATE CLIENT CJA BY PLS sFEETNo. L'LO HORIZONTAL DISTRIBUTION FORCE DIRECTION X FORCE LOCATION CMY- Amp. Ey ( cry-cmy= 0.01 ) joum ur Iyiow.0 WALLS IN THE X DIRECTION WALLS IN THE Y DIRECTION joum ur Iyiow.0 WALLS IN THE Y DIRECTION joum ur Iyiow.0 i J BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 Packaging Mezzanine V= 54 kips eccentricity = 12 ft. Ve= 648 kip -ft. JOB Sunvuest Foods Rice Mill joe No. 99138.00 DATE WENT CJA BY PLS sHEET No. HORIZONTAL DISTRIBUTION FORCE DIRECTION Y FORCE LOCATION JCMX + Amp. Ex ( cnc-cmx= 16.36 ) WALL JRX I ly ID JR -D R -D"2 jFv JFM Ftotal tv WALLS IN THE X DIRECTION k/ft 12 1.0 17.7 -8.8 -8.8 78.1 0.0 -0.3 -0.3 0.00 13 1.0 0.0 8.8 8.8 78.1 0.0 0.3 0.3 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 1 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.81 0.0 0.0 0.01 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 1 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.81 0.0 0.0 aol 0.0 0.0 0.00 0 0.0 0.0 8.81 0.0 0.0 0.01 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 SUM OF Rx= 2.0 1 1 156.1 WALL I Ry Ix I D I R'D I R -D^2 jFv JFM Ftotal fv WALLS IN THE Y DIRECTION k/ft Q.6 4.1 0.0 54.6 223.1 12190.1 18.9 7.3 26.3 1.31 T.5 0.5 44.3 10.3 5.2 53.2 2.3 0.2 2.5 0.00 W.1 7.1 87.0 -32.4 -228.2 7385.4 32.7 -7.5 32.7 1.64 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.01 54.6 0.0 0.0 0.0 0.0 0.01 0.00 0 0.0 0.01 54.61 0.0 0.0 0.0 0.0 0.0 0.00 SUM OF Ry= 1 1 11.6 1 1 19628.7 ISUM UI- KU^1= 7!/4.6 t 11 r r BUEHLER & BUEHLER ASSOCIATES .,oe Sunvest Foods Rice Mill STRUCTURAL ENGINEERS. INC. JOB No. 99138.00 DA TE 7300 Folsom Blvd., Suite 103 CUENT CJA By PLS SHEET NO. L/7.0jrp SACRAMENTO, CALIFORNIA 95826 Packaging Mezzanine V= 54 kips eccentricity = 21 ft. Ve= 1118 kip'ft. HORIZONTAL DISTRIBUTION FORCE DIRECTION Y FORCE LOCATION JCMX -Amp. Ex ( cnc-cmx= 16.36 ) WALL JRX I Ry IX iY ID JR -D R'D^2 jFv JFM Ftotal fv WALLS IN THE X DIRECTION k/ft 12 1.0 17.7 -8.8 -8.8 78.1 0.0 -0.5 -0.5 0.00 13 1.0 0.0 8.8 8.8 78.1 0.0 0.5 0.5 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.01 0.0 8.81 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 0 0.01 0.0 8.8 0.0 0.0 0.0 0.0 0.0 0.00 SUM OF Rx= 2.0 156.1 WALL I Ry IX ID I RD R'D^2 jFv JFM Ftotal fv WALLS IN THE Y DIRECTION k/ft Q.6 4.1 0.0 54.6 223.1 12190.1 18.9 12.6 31.6 1.58 T.5 0.5 44.3 10.3 5.2 53.2 2.3 0.3 2.6 0.00 W.1 7.1 87.0 -32.4 -228.2 7385.4 32.7 -12.9 32.7 1.64 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 0 0.0 0.0 54.6 0.0 0.0 0.0 0.0 0.0 0.00 SUM OF Ry= 11.6 19628.7 SUM OF RD -2= 19784.8 BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS, INC. 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 N I► 42a JOB . /,�� "I /7 JOB NO. / I �/CJ OC- DATE CLIENT BY� SHEET NO. GZa% / I r 4x /2 i -71 jd2 U11 / 320 k �i �Gr �-L /i✓D,�K , 10, 6-71 ©t'NG N . / 5. eol'� O. J5G��-w/%f1c%T x �.5 0 � O 0 41 ��H = l F✓, �J X l�� 2 LOQ/ �o Reofoor can NEBS CUSTOWprinting service TOLL FREE 1-800-888-6327 NESS Inc., Pefelborough. NH 03458. Ref. No: G 109000551 BUEHLER & BUEHLER ASSOCIATES JOB 0/,/ AJ1567 G� 141L L STRUCTURAL ENGINEERS, INC. JOB NO. �. f9-7 DATE of &,, y/ laD 7300 Folsom Blvd. Suite 103gr SACRAMENTO, CALIFORNIA 95826 ci iENT Br SHEET NO. �� 1 t A.B. Oz'76 III 1411 8! 'Relle- 46'W'.10 q,c s� lif Cv C Tl� 3L ?1- J_ 2¢ cc l✓7-x$7sl Z Vrr 27/07 Z 0.3/ Ae oe I'f� �' 1 Gw /-�k ZZ Reorder Call NEBS CUSTGiM'printing service TOLL FREE 1.800-888-8327 NESS, Inc.. Peterborough. NH 03458. Ref. No: G 1090,0551 11 BUEHLER & BUEHLER ASSOCIATES JOB- STRUCTURAL OB STRUCTURAL ENGINEERS, INC. JOB NO. / /y Ov DATE 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY_/ GS SHEET NO. �9 _ �BKx2.00 z 79 K %Z6�/ � , y �alD � on/�✓�CT/DSS 43 25� 3�/�,�Kx/r 7 ,,5'�s G,c�e ✓ 7 -- 52 K <' co4 It—"' Co V/V d_� t D i u �G.� ALT s T�-�f��/-/ �'fl��/2 a�L �� - �T�-�vsi a �✓ LD h WA o. 8so>' goox a. 0001-- Z. -e V_- /lam, G Kx Z = 33 N f arc o Reorder call NEBS CUSTGWprinting service TOLL FREE 1.800-888-6327 NEBS, Inc.. Peterborough, NH 03458. 77 'N -Z a !c. i ti /4ef7jff��) f C ' 01 S�rcPS Ref. No: G 109000551 BUEHLER & BUEHLER ASSOCIATES JOB- STRUCTURAL OB STRUCTURAL ENGINEERS, INC. JOB NO. -/ �U U.D O —DATE- 7300 ATE 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. t t t t c Reordor Call NESS CUSTGM"printing service TOLL FREE 1-800888-6327 NESS, Inc., Peterborough. NH 03458. Ref. No: G 109000551 1 J i r 1 BUEHLER & BUEHLER ASSOCIATES JOB s" STRUCTURAL ENGINEERS, INC. JOB NO. DATE 7300 Folsom Blvd. Suite 103 L -S SACRAMENTO, CALIFORNIA 95826 CLIENT BY P SHEET NO. z55� T - w �7- "DiAee 1_ o>✓ AAA645-,27 A ;;Z0f Coe - 6 IP", I tsps:_ - 1'�q' 4, 40 s�o k joy 40 CX 2, $ TS�x�" /. t ��� �X�. 7 z ....-. 20 k 22 o;z-_ 6 3 'r 44 GDr�1 ✓or✓ ITeT ,¢ t Z l t 3 z O A7 -11 ' 0611, 4 0'. 9 'K 2/ 7 o Ref. No: G 309GQ551 Re ldor Call NESS CUSTG Wprinting service TOLL FREE 1-800.888 327 NESS. Inc.. Peterborough. NH 03458. I I BUEHLER &BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. / o% o✓ DATE V 'r -q- 7300 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT By SHEET NO. �2 t Od>N 5 � 44-�x23T? Z X U00 f0 f :5�4 r ---y4 0 C70V'S 4-4; X /4 = /ova/ "K 7 /�ZS" -7 0.3 /p5/ �8 & /¢! Z - b/w -gg 1/,11 -76 �Te neo :der Cali NEBS CUSTGWI)rinting service TOLL FREE 1-804888-8327 NESS, Inc., Peterborough. NH 03458. Ne`. No: G 10900551I BUEHLER & BUEHLER ASSOCIATES JOB .�!/�Il! W gg7 A/C'er— /1?,, 4-? STRUCTURAL ENGINEERS, INC. JOB NO. /39— • OW DATE2 0V 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY G'S SHEET NO. Z- Z Z ArO�4Z oPOO16A.1 7 -RI -11-e )",e/--7 I i /10 �^ „ I a� //2 k eA-s7, `O�� GD�/�S�lr�rT SLY 1. Reoioer Call NEBS CUSTOWprinting service TOLL FREE 1800-88"327 NESS. Inc.. Peterborough, NH 03488. Ref. No: G 109007551 1 1 BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 JOB SunWest Foods Rice Mill (1997UBC) JOB NO, 99138.00 DATE 12/17/99 CUENT CJA BY PLS SHEET NO. � ;7 /,3 `Given: Location: Biggs, CA Soil Profile: Height (Hn): 12.0 ft Zone Regularity. regular System: Ordinary Steel Braced Frames Per Table 16-N Period Coefficient: 0.035 for steel moment frames, 0.030 for conc. frames 0.030 for eccentrically braced frames, 0.020 all others Building Period per formula (30-8) Ct x hnA.75= by computer. • (overrides above) T= Importance Factor S UBC Table 16-K no report 3 Z= 0.300 R= 5.6 Ct= 0.020 0.13 sec 0.00 sec T= 0.13 sec 1= 1.0 Soil Profile Tvpe UBC Section 1629.3. 1 Table 16-J Soil Profile= Sd Normally determined by geotechnical investigation, however, per section 1629.3, Soil Profile Sd may be used if soil properties are not known. Near Source Factors UBC Section 1629.4.2 Na= 1.00 Tables 16-S and 16-T and 16-U Nv= 1.00 ' Only required for zone 4 with active faults closer than 10 km Seismic Response Coefficients UBC Section 1629.4.3 Ca= 0.36 Cv= 0.54 EEquivelent Lateral Force Procedure UBC Section 1630.2 See Section 1629.8 for selection of analysis procedure per formula (30-4) V= Cv x 1 x W / RT 0.748W per formula (30-5) V< 2.5Ca x I x W/R <0.161 W per formula (30-6) V>O.11 Ca x I x W >0.040W per formula (30-7) If in zone 4 false V>0.8Z x Nv x I x W/R >0.143W Cs= 0.1607 Ultimate Strength Base Shear V= 0.1607W See UBC Section 1612 for load combination for using Ultimate �i Strength Design or Allowable Stress Design Simplified Static Lateral Force Procedure UBC Section 1630.2.3 permitted for Occupancy Category 4 and 5 buildings per Table 16-K of light framed construction, 3 stories or less, for other construction, 2 stories or less. per formula (30-11) V=3.00a x W/R Vult= 0.1929W 1 1 1 1 1 1 1 1 BUEHLER & BUEHLER ASSOCIATES JOB <,..4 j � Q �G STRUCTURAL ENGINEERS, INC. JO / 3 V O� DATE z a� 7300 Folsom Blvd. Suite 103/ GZ� SACRAMENTO, CALIFORNIA 95826 CLIENT BY `� SHEET NO. 121 17-f,; 1 X0.3 A5!S /s fi✓� x . M iD s AIL/ T� L TS. G x X %G �_ /�. 3 ,r 2.2 46/� alpl / T /a"� //, ¢ 2¢f S. Z- / / o, 3A ¢ _ A. 9 X / S- r- go Re Ido,Cau NEBS CUSTGM"printing service TOLL FREE 1-a00 n"327 NIBS. Inc.. Peterborough, NH 03458. Ret. No: G 1090OC3511 t 1 i 1 1 1 BUEHLER & BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. 9 I nv DATE 3/2 rL /a e-77300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY �S SHEET NO. GZi S'' 2.� C e- TOiz = / 7. G 'mak /L'L i /2 Gas? C' f45 I � 2 4-3 A3 ./ 1,V -5/p z 7.2 �Q 4Pl 4x- /s a o /-*-� 1'. Fee :der CAU NESS CUSTOWprinting service TOLL FREE 7800-888-8327. t. NESS, Inc., Peterborough. NH 03458. Ref. fao: G 1090t0551I BUEHLER & BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY_ l � � DATE SHEET NO. ,7 ¢ x . 43 7 S �Orvs, / L ©, -;?- �'e a, 5— gX 67 3� K 3 �S 13,2 }� To Reoroor call NESS CUST016Wpfinting Service TOLL FREE 1.800-888-6327 NEBS, Inc., Peterborough. NH 03958. z /N Z' 7.7 a W. No: G 109OW551 BUEHLER & BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. DATE 7300 Folsom Blvd. - Suite 103 L Z / `7 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. Reolder Call NEBS CUSTGM'printing Service TOLL FREE 1-800.888-6327 NESS, Inc., Peterborough, NH 03458. Re'. No: G 109M, 551 r BUEHLER & BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. �I—� ' `' DATE J; 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BYSHEET NO. W } r� r 1;177- (�p , Zee:0�or +✓✓;i Wf #-3- W/P `e To Re I eer Call NEBS CUSTVIVI "printing service TOLL FREE 7800-88&8327 ,NESS, Inc., Peterborough, NH 03458. Re'. No: G 1090905511 I I }� r� r 1;177- (�p , Zee:0�or +✓✓;i Wf #-3- W/P `e To Re I eer Call NEBS CUSTVIVI "printing service TOLL FREE 7800-88&8327 ,NESS, Inc., Peterborough, NH 03458. Re'. No: G 1090905511 I I I ITo i BUEHLER & BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. oo DATE 7300 Folsom Blvd. Suite 103 CLIENT- BY SHEET NO. SACRAMENTO, CALIFORNIA 95826 6L- ayt-jjr #f W7- ��fG > > -� K tV6 r� VJ1111 4;� 14 do, 2 4L 0 501 4, V,4444 - Of I SO 5�) -2 SZ;�/r--7 5;61.St P,79 leordar Ca NESS CUST4;M"printing service TOLL FREE 1-800-888-6327 NESS, enc., Peleibor. o"T7.L. poneiwr Oezaoiz 17, yv Concrete Tilt -up Slender Wall Wall ID: Panel w/o oonas materials concrete fc' (psi) 3000 61 0.85 .6pb 0.012828 steel fy (ksi) 60 Ec (ksi) 3122 i n 9.29 fr (psi) 411 dimensions reinforcing As (in2) 0.20 p 0.0061 OK wall thickness t (in). 5.75 width d (in) b (in) 2.75 12.00 loads at roof P1 dl (k) 0.00 height h1 (ft) 20.50 P1 II (k) 0.00 hp (ft) 20.50 a (in) 0.0 wall wt P2 (k) 0.8 wind q wind (plf) 25 seismic q seis (plf) 21 check vert. Load stress Ps 0.80 kips 04f 0.12 k.s.l. Ps/Ag 0.01 OK factored loads case qu (plf) P1u (lb) P2u (lb) 1 1.4D+1.4L+1.4E 29.40 0.00 1.12 2 1.05 D+1.28 L+1.3W 32.50 0.00 0.84 3 .90 D +1.40 E 29.40 0.00 0.72 4 .90 D +1.30 W 32.50 0.00 0.72 solution case f"2 d Com' qu (klf) 0.033 P1u (lb) 0.00 P2u (lb) 0.84 Pu (k) 0.84 Ag 69 phi 0.892 phi 0.892 Pn (k) 0.94 T 12.0 a 0.42 �. C Mn (k ft) 12.9 2.75 c Ase 0.50 0.22 pMn (k ft) 2.45 Mcr (k ft) 2.26 pMn>Mcr OK Icr (in4) 11 I_g (in4) 190 del_n 6.23 del_cr 0.289 Mu (k ft) 2.14 OK Mu / phi Mn 0.875 ' working loads case q (plf) P1 (lb) P2 (lb) 1 D+L+E 21.00 0.00 0.80 2 D+L+W 25.00 0.00 0.80 3 D+E 21.00 0.00 0.80 4 D+W 25.00 0.00 0.80 solution q (klf) P1 (lb) P2 (lb) case 2 0.025 0 0.80 Ms (k ft) 1.32 Ps (k) 0.80 del_s 0.169 OK del -allow h1 / 150 1.64 i M Concrete Tilt -un Slender Wall Wall ID: Panel at 12' door materials concrete fc' (psi) 3000 61 0.85 .6pb 0.012828 steel fy (ksi) 60 Ec (ksi) '3122 n 9.29 fr (psi) 411 dimensions reinforcing As (in2) 1.84 p 0.0102 OK wall thickness t (in) 5.75 d (in) 3.75 loads width b (in) 48.00 at roof P1 dl (k) 0.00 height h1 (ft) 20.50 P1 II (k) 0.00 hp (ft) 20.50 a (in) 0.0 wall wt P2 (k) 8.0 wind q wind (plf) 250 seismic q seis (plf) 210 check vert. Load stress Ps 8.00 kips .04fc 0.12 k.s.l. Ps/Ag 0.03 OK factored loads case qu (plf) P1u (lb) P2u (lb) 1 1.4D+1.4L+1.4E 294.00 0.00 11.20 2 1.05 D+1.28 L+1.3W 325.00 0.00 8.40 3 .90 D +1.40 E 294.00 0.00 7.2 4 .90 D +1.30 W 325.00 0.00 7.2 solution qu (klf) P1u (lb) P2u (lb) case 0.325 0.00 8.40 Pu (k) 8.40 Ag 276 phi 0.880 phi 0.880 Pn (k) 9.55 T 110.4 a 0.98 C 119.9 c 1.15 Mn (k ft) 31.89 Ase 1.96 pMn (k ft) 28.05 Mcr (k ft) 9.05 pMn>Mcr OK Icr (in4) 147 I_g (in4) 760 del -n 5.25 del_cr 0.289 Mu (k ft) 20.75 OK Mu / phi Mn 0.740 working loads case q (plf) P1 (lb) P2 (lb) 1 D+L+E. 210.00 0.00 8.00 2 D+L+W 250.00 0.00 8.00 3 D+E 210.00 0.00 8.00 4 D+W 250.00 0.00 8.00 solution q (klf) P1 (lb) P2 (lb) case 2 0.250 0 8.00 Ms (k ft) 14.05 Ps (k) 8.00 del -s 1.374 OK del allow h1 / 150 1.64 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 i 1 Concrete materials concrete fc' (psi) 3000 B1 0.85 .6pb 0.012828 steel fy (ksi) 60 Ec (ksi) 3122 n 9.29 fr (psi) 411 dimensions reinforcing As (in2) 1.84 p 0.0102 OK wall thickness t (in) 5.75 d (in) 3.75 loads width b (in) 48.00 at roof P1 dl (k) 0.00 height h1 (ft) 20.50 P1 II (k) 0.00 hp (ft) 20.50 a (in) 0.0 wall wt P2 (k) 8.0 wind q wind (plf) 250 seismic q seis (plf) 210 check vert. Load stress Ps 8.00 kips .04fc 0.12 k.s.l. Ps/Ag 0.03 OK factored loads case qu (plf) P1u (lb) P2u (lb) 1 1.4D+1.4L+1.4E 294.00 0.00 11.20 2 1.05 D+1.28 L+1.3W 325.00 0.00 8.40 3 .90 D +1.40 E 294.00 0.00 7.2 4 .90 D +1.30 W 325.00 0.00 7.2 solution qu (klf) P1u (lb) P2u (lb) case 0.325 0.00 7.20 Pu (k) 7.20 Ag 276 phi 0.883 phi 0.883 Pn (k) 8.16 T 110.4 a 0.97 C 118.6 c 1.14 Mn (k ft) 31.67 Ase 1.94 pMn (k ft) 27.95 Mcr (k ft) 9.05 pMn>Mcr OK Icr (in4) 146 I_g (in4) 760 del_n 5.24 del_cr 0.289 Mu (k ft) 20.22 OK Mu / phi Mn 0.723 working loads case q (plf) P1 (lb) P2 (lb) 1 D+L+E 210.00 0.00 8.00 2 D+L+W 250.00 0.00 8.00 3 D+E 210.00 0.00 8.00 4 D+W 250.00 0.00 8.00 solution q (klf) P1 (lb) P2 (lb) case 4 0.250 0 8.00 Ms (k ft) 14.05 Ps (k) 8.00 del_s 1.383 OK del allow h1 / 150 1.64 VIJ5 ry \t / 6p Concrete Tilt -up Slender Wall Wall ID: Panel at IT door materials concrete fc' (psi) 3000 B1 0.85 .6pb 0.012828 steel fy (ksi) 60 Ec (ksi) 3122 i n 9.29 fr (psi) 411 dimensions reinforcing As (in2) 1.22 p 0.0092 OK wall thickness t (in) 5.75 width d (in) b (in) 2.75 48.00 loads at roof P1 dl (k) 0.00 height h1 (ft) 20.50 P1 II (k) 0.00 hp (ft) 20.50 a (in) 0.0 wall wt P2 (k) 4.6 wind q wind (plf) 140 seismic q leis (plf) 120 check vert. Load stress Ps 4.60 kips .04fc 0.12 k.s.l. Ps/Ag 0.02 OK factored loads case qu (plf) P1u (lb) P2u (lb) 1 1.4D+1.4L+1.4E 168.00 0.00 6.44 2 1.05 D+1.28 L+1.3W 182.00 0.00 4.83 3 .90 D +1.40 E 168.00 0.00 4.14 4 .90 D +1.30 W 182.00 0.00 4.14 solution qu (klf) 0.168 P1u (lb) 0.00 P2u (lb) 6.44 case Pu (k) 6.44 Ag 276 phi 0.884 phi 0.884 Pn (k) 7.28 T 73.2 a 0.66 ' C. Mn (k ft) 80.5 16.31 c Ase 0.77 1.35 pMn (k ft) 14.43 Mcr (k ft) 9.05 pMn>Mcr OK Icr (in4) 56 I_g (in4) 760 del_n 7.02 del_cr 0.289 Mu (k ft) 12.59 OK Mu / phi Mn 0.873 working loads ' case q (plf) P1 (lb) P2 (lb) 1 D+L+E 120.00 0.00 4.60 2 D+L+W 140.00 0.00 4.60 3 D+E 120.00 0.00 4.60 4 D+W 140.00 0.00 4.60 solution q (klf) P1 (lb) P2 (lb) case 1 0.120 0 4.60 Ms (k ft) 6.38 Ps (k) 4.60 ' del_s 0.203 OK del -allow h1 / 150 1.64 W7 Concrete materials concrete fc' (psi) 3000 B1 0.85 .6pb 0.012828 steel fy (ksi) 60 Ec (ksi) 3122 i n 9.29 fr (psi) 411 dimensions reinforcing As (int) 1.24 p 0.0110 OK wall thickness t (in) 5.75 d (in) 3.75 loads width b (in) 30.00 at roof P1 dl (k) 0.00 height h1 (ft) 20.50 P1 II (k) 0.00 hp (ft) 20.50 a (in) 0.0 wall wt P2 (k) 5.2 wind q wind (plf) 160 seismic q seis (plf) 140 check vert. Load stress Ps 5.20 kips .04fc 0.12 k.s.l. Ps/Ag 0.03 OK factored loads case qu (plf) Plu (lb) P2u (lb) 1 1.4D+1.4L+1.4E 196.00 0.00 7.28 2 1.05 D+1.28 L+1.3W 208.00 0.00 5.46 3 .90 D +1.40 E 196.00 0.00 4.68 4 .90 D +1.30 W 208.00 0.00 4.68 solution qu (klf) Plu (lb) P2u (lb) case 0.208 0.00 5.46 Pu (k) 5.46 Ag 172.5 phi 0.879 phi 0.879 Pn (k) 6.21 T 74.4 a 1.05 C 80.6 c 1.24 Mn (k ft) 21.20 Ase 1.32 pMn (k ft) 18.63 Mcr (k ft) 5.66 pMn>Mcr OK Icr (in4) 96 I_g (in4) 475 del_n 5.35 del_cr 0.289 Mu (k ft) 13.36 OK Mu / phi Mn 0.717 working loads case q (plf) P1 (lb) P2 (lb) 1 D+L+E 140.00 0.00 5.20 2 D+L+W 160.00 0.00 5.20 3 D+E 140.00 0.00 5.20 4 D+W 160.00 0.00 5.20 solution q (klf) P1 (lb) P2 (lb) case 2 0.160 0 5.20 Ms (k ft) 0 9.00 Ps (k) 5.20 del -s 1.377 OK del -allow hl 1150 1.64 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Concrete materials concrete fc' (psi) 3000 131 0.85 .6pb 0.012828 steel fy (ksi) 60 Ec (ksi) 3122 n 9.29 fr (psi) 411 dimensions reinforcing As (int) 1.24 p 0.0110 OK wall thickness t (in) 5.75 d (in) 3.75 loads width b (in) 30.00 at roof P1 dl (k) 0.00 height h1 (ft) 20.50 P1 II (k) 0.00 hp (ft) 20.50 a (in) 0.0 wall wt P2 (k) 5.2 wind q wind (plf) 160 seismic q seis (plf) 140 check vert. Load stress Ps 5.20 kips .04fc 0.12 k.s.l. Ps/Ag 0.03 OK factored loads case qu (plf) P1u (lb) P2u (lb) 1 1.4D+1.4L+1.4E 196.00 0.00 7.28 2 1.05 D+1.28 L+1.3W 208.00 0.00 5.46 3 .90 D +1.40 E 196.00 0.00 4.68 4 .90 D +1.30 W 208.00 0.00 4.68 solution qu (klf) P1u (lb) P2u (lb) case /� 0.208 0.00 4.68 Pu (k) 4.68 Ag 172.5 phi 0.882 phi 0.882 Pn (k) 5.31 T 74.4 a 1.04 C 79.7 c 1.23 Mn (k ft) 21.06 Ase 1.30 pMn (k ft) 18.57 Mcr (k ft) 5.66 pMn>Mcr OK Icr (in4) 96 I_g (in4) 475 del_n 5.34 del_cr 0.289 Mu (k ft) 13.01 OK Mu / phi Mn 0.700 working loads case q (plf) P1 (lb) P2 (lb) 1 D+L+E 140.00 0.00 5.20 2 D+L+W 160.00 0.00 5.20 3 D+E 140.00 0.00 5.20 4 D+W 160.00 0.00 5.20 solution q (klf) P1 (lb) P2 (lb) case 4 0.160 0 5.20 Ms (k ft) 9.01 Ps (k) 5.20 del_s 1.385 OK del allow h1 / 150 1.64 t 1 1 i 1 1 1 1 1 1 1 1 1 1 Concrete Tilt -up Slender Wall Wall ID: Panel at 12' door & 3.5' door wind force reduced for non -corner condition materials concrete fc' (psi) 3000 B1 0.85 .6pb 0.012828 steel fy (ksi) 60 Ec (ksi) 3122 i n 9.29 fr (psi) 411 dimensions reinforcing As (in2) 1.84 p 0.0102 OK wall thickness t (in) 5.75 d (in) 3.75 loads width b (in) 48.00 at roof P1 dl (k) 0.00 height h1 (ft) 20.50 P1 II (k) 0.00 hp (ft) 20.50 a (in) 0.0 wall wt P2 (k) 9.4 wind q wind (plf) 230 seismic q seis (plfl 250 check vert. Load stress Ps 9.40 kips .04fc 0.12 k.s.I. Ps/Ag 0.03 OK factored loads case qu (plf) P1u (lb) P2u (lb) 1 1.4D+1.4L+1.4E 350.00 0.00 13.16 2 1.05 D+1.28 L+1.3W 299.00 0.00 9.87 3 .90 D +1.40 E 350.00 0.00 8.46 4 .90 D +1.30 W 299.00 0.00 8.46 solution� qu (klf) P1u (lb) P2u (lb) case V 0.350 0.00 13.16 Pu (k) 13.16 Ag 276 phi 0.868 phi 0.868 Pn (k) 15.16 T 110.4 a 1.03 C 125.6 c 1.21 Mn (k ft) 32.76 Ase 2.02 pMn (k ft) 28.45 Mcr (k ft) 9.05 pMn>Mcr OK Icr (in4) 150 I_g (in4) 760 del_n 5.30 del_cr 0.289 Mu (k ft) 24.20 OK Mu / phi Mn 0.851 working loads case q (plf) P1 (lb) P2 (lb) 1 D+L+E 250.00 0.00 9.40 2 D+L+W 230.00 0.00 9.40 3 D+E 250.00 __. 0.00 9.40 4 D+W 230.00 0.00 9.40 solution q (klf) P1 (lb) P2 (lb) case 1 0.250 0 9.40 Ms (k ft) 14.21 Ps (k) 9.40 del_s 1.379 OK del -allow hl / 150 1.64 ' Concrete Tilt -up Slender Wall Wall ID: Panel btwn 2 - 8' doors w/ 1/2 comer wind Id (25psf) ' materials concrete fc' (psi) 3000 & 1/2 typ. Wind Id (19.7psf) B1 0.85 .6pb 0.012828 steel fy (ksi) 60 Ec (ksi) 3122 L n 9.29 fr (psi) 411 dimensions reinforcing As (in2) 2.15 p 0.0119 OK wall thickness t (in) . 5.75 d (in) 3.75 loads ' width b (in) 48.00 at roof P1 dl (k) 0.00 height h1 (ft) 20.50 P1 II (k) 0.00 hp (ft) 20.50 a (in) 0.0 wall wt P2 (k) 9.6 wind q wind (plf) 270 seismic q seis (plf) 252 check vert. Load stress Ps 9.60 kips ' 04f 0.12 k.s.l. Ps/Ag 0.03 OK factored loads ' case qu (plf) P1u (lb) P2u (lb) 1 1.4D+1.4L+1.4E 352.80 0.00 13.44 2 1.05 D+1.28 L+1.3W 351.00 0.00 10.08 3 .90 D +1.40 E 352.80 0.00 8.64 4 .90 D +1.30 W 351.00 0.00 8.64 solution qu (klf) P1u (lb) P2u (lb) case 2 0.351 0.00 10.08 Pu (k) 10.08 Ag 276 phi Pn (k) 0.876 11.51 phi 0.876 T 129.0 a 1.15 C 140.5 c 1.35 Mn (k ft) 36.35 Ase 2.29 pMn (k ft) 31.83 Mcr (k ft) 9.05 pMn>Mcr OK Icr (in4) 162 I_g (in4) 760 ' del_n 5.44 del_cr 0.289 Mu (k ft) 23.01 OK Mu / phi Mn 0.723 working loads ' case q (plf) P1 (lb) P2 (lb) 1 D+L+E 252.00 0.00 9.60 2 D+L+W 270.00 0.00 9.60 3 D+E 252.00 0.00 9.60 4 D+W 270.00 0.00 9.60 solution q (klf) P1 (lb) P2 (lb) case 2 0.270 0 9.60 Ms (k ft) 15.37 Ps (k) 9.60 del_s 1.481 OK del allow h1 / 150 1.64 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BUEHLER & BUEHLER ASSOCIATES JOB�� STRUCTURAL ENGINEERS, INC. JOB NO. / ( r '� DATE 7300 Folsom Blvd. Suite 103 V SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. °moo, opo X Srro�Y �1 T o. s -7: irz, k/ 2 = �• 1 �� ;rj/��r T C /; j.�ar� `r o. d 2 o a, �S&ax 3,0 To F,e dor Catf NEBS CUSTGWprinting service TOLL FREE 1.800-88&8327 NESS. Im., Paterborough. NH 03458. Re`. No: G 1090005511 I 1 1 1 1 I I I I I I I J I to R BUEHLER & BUEHLER ASSOCIATES JOB.kyct'r:;� hl) LG STRUCTURAL ENGINEERS, INC. JOB NO. q!51 le2, 9.a� DATE 7300 Folsom Blvd. Suite 103 f I 1411 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. wr 23 A�l 3. l/*11-41t' 33, 12, 4. 2 401T 75- 5 7 o 3 ,, y /,o / 19 �i � �� ¢x�p �� z /! Sys � � �,� . r w -.0- Rf 3 f eex X: M ozde, Cm NEBS CUSTOM"printing service TOLL FREE 1-800-86"327 NESS. Inc., Peteft,ough. NH 03458. Ref. No: BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 JOB SunWest Foods Rice Mill JOB NO. 99138.00 DATE CLIENT CJA BY PLS SKEET NO. ANCHOR BOLT CHECK (GROUP ACTION) Assume there is an equal no. of bolts in each row (rows considered parallel to loaded edge) Description Train Canopy Portal Column Concrete F'c = 3000 psi d= 1 (It. wt. or normal wt.) Loaded --------------------------- O= __________________________O= 0.85 (Based on reinf @ Bolts) Edge T = 6.25 in. (Concrete thickness) -� Bolts ; Total No. 2 0-----0 Bolts per row 2 4 Shear Bolt Size 0.500 in. Ab = 0.20 sq. in. Le = 4.00 in. .......... fut = 60000 psi Bolt Layout dx1 = 8.00 in. 16 dia. OK X= 0.00 in. dia. 35 Kips. dx2 = 12.00 in. 24 dia. OK 18 Kips. dy1 = 18.00 in. 36 dia. OK Y = 12.00 in. 24 dia. dx1 dy2 = 18.00 in. 36 dia. OK Strength Demand Multiplier 1.3 (per UBC 1923.2) Pu = 7 Kips. ' multiplier = 9 Kips. Vu = Kips. ' multiplier= Kips. Tension Capacity Pss = 21 Kips. Pc = 35 Kips. Shear Capacity Vss = 18 Kips. VC = 17 Kips. Interaction Formulas Concrete Pu/0Pc = Vu/OVc = 1/0 ((Pu/Pc) -"3 + (Vu/Vc) -",3) _ Full Truncated Pyramid Failure Surface Governs Loaded edge greater than 10 diameters away E&Q Steel 0.31 OK (Pu/Pss) 2 + (VU/VSs) Z = 0.19 OK 0.00 OK 0.13 OK r> dyl Y dy2 nriI:-,-1q IJ IUII =.I CCL .:.I r.. X10 00z_ 01?I r'.W-1 ENGINEERING CALCULATIONS HcI por�_-- of Corporate Office: 18520 67th Ave. NE STEEL ArHnglori. WA 98223 BUILDING (360) 435-8871 U SYSTEMS. INC. (360) 435.9267 fa - L. • ev: L. j f - rj A3Co SuPF'o2T B1`' H oL E�j a A 325 eox-TS s tsx33.� 3C0 WiN� 6EAP'1 v 4-10 LES PA a.4u,r� , To REFERENCES: NOTES ZWljp Fe,04 GL)F>Foj2T T�kTa(L- 1 1 1 ,nr r -_-/-L! 1` P , `_.7 • 1 r_, '.•r -,r11 1 =, 1 L9 1 _. I CCL J 1 M . :�lr_, r_,r,_,. r_,17 i r'. 1_1-. -ENGINEERING CALCULATIONS I of 3 . HCI18520 Office: '��'.'. .- 18520 67th Ave. NE STEEL Arlington. WA 98223 1Db No BUILDING (360) 435-6871 SYSTEMS. INC. (360) 435-9267 fax 910E MILL. 5ett-C>1^J7- -r/LT -rlLT PA NE L. -5U P PoR T SE A M 1�;'E 514 r�1 CLIP e, ?Ag i...e ENaACE WACT = fv Zo PLF V4et = -1 •'15 14tP5' HAr, = V- 101 - USE C 15 x 33. - ( '5EE P¢�r.iT• oc.�T� MA%.LOW Lo FoQ A3Co CKANNeL C>V- =Re4CP'v - Sol 1,44- .&L/460 ,44"oL/480 ACT 315 ►ri fz.F A3ZS ;PC- AlSG� VALLoc,J = «•S , Z; a T (o (a 8`• 0 � Z P'E� SPAN, REFERENCES: PGRA-JcT-f = P�Re.CE = 4 8.5' K�?cl'L %I Cja �c 0.03l Z 82 Y " 1 o PL F. X 10' = 2 KIP= Mae-- i 4a -{- • S SZ K cps ?< 1 C� �-dr 13 . I r 'rRY c ax u.s hr 1.-1 1 q 1 _- 1 CCL _- I r•.. ENGINEERING CALCULATIONS HCI care orm: STEELf 8520 67th Ave. NE Arlington, WA 98223 Bl ILONG '(360) 435-8871 SYSTEMS. INC. (360) A35-9267 (a. 710 ODz- 01,:11 r'. uci Sheet G of S ,loh do. Data. o 41 z I 5A tri LT c or�JT . M^�LOw = o •tofu (3Co�} • 81 3 �AL�.Ow z PS M A%%. ow CAU--ouJ I S . SCo f - . _1 o k- �N�. ��P�r Sr�g C 8x rt.s Ill 1 •. �`Y - � - - � _ ' 1 1 '.•1 •.fll 1 �' 1 VI 1 ! 1 LLL �' 1 1 • . 7T7cc -.00, C.- STRESS STRESS RATIO FOR WIDE FLANGE MEMBERS MEMBER Member Size - C15a33.9 Web Depth (in) - 13.700 Web Thick (in) - 0.650 Flange Width (in ,l - 3.400 Top F1g Thick (in) - 0.650 Bot Flg Thick (in) - 0.650 Yield Flange (ksi) - 36.000 Yield Web (ksi) - 36.000 UtIBRACED LENGTH 13.86 21.60 Major Axis (Pt) i0.000 Minor Axis Top (ft) - 10.000 Minor Axis Bot Ift) - 10.000 Cb Top - 1.000 Cb Bot - 1.000 Wind Adjust - 1.000 ACTION H2-1 Axial (k) - 0.000 Shear (k) - 7_-750 Moment (F -k) - 48.500 TOTHL P.0 CALC'D ALLOW STRESS ACTION STRESS STRESS RATIO Axial 0.00 8.47 0.00 EZ -2 Shear 0.87 14.40 0.06 F4-1 Send -T 13.86 21.60 0.64 F1-5 Bend -B -13.86 16.56 0.84 F1-6 Axl+Bnd_T 0.64 H2-1 Axl+Bnd_B 0.84 H2-1• Q3=1.00 Qa=1.00 Q=1.00 TOTHL P.0 11, t 916 66.:` t.1'37 P. i_ir. W11 - Shoot Ot Job N 1ISIP � ®A rl>V E To Rom B 2A C I SJ Cj ST1e E. T c N . O�CONS IJ EAyE..PA2.ALLEL TILT UP �A.NE�s 2 t5, 4'9>. 2 g ���.: c�F eq c I r�C� I r•► C •4c L'i ,4L_L_ �A:r:i = 4 N N &A`( c F� /2 )/s Vi 2?uaL 1^10e ►�, r.�!�►) �o�TQ� C. i' Igo ) / x REFERENCES: NOTES N � Up 1 � AW AM = 0e7 x 5,k l.5 �► �� Ti iTHL P.06 �T D 1'Pk l'=.Tull = TEEL '_.TF'. ENGINEERING CALCULATIONS HCI STEEL Corporate Office: 18520 67th Ave. NE BUILDING WA 98223 (360) 435}8871 (360) SMEMS, INC. (360) 435-9287 fax 11, t 916 66.:` t.1'37 P. i_ir. W11 - Shoot Ot Job N 1ISIP � ®A rl>V E To Rom B 2A C I SJ Cj ST1e E. T c N . O�CONS IJ EAyE..PA2.ALLEL TILT UP �A.NE�s 2 t5, 4'9>. 2 g ���.: c�F eq c I r�C� I r•► C •4c L'i ,4L_L_ �A:r:i = 4 N N &A`( c F� /2 )/s Vi 2?uaL 1^10e ►�, r.�!�►) �o�TQ� C. i' Igo ) / x REFERENCES: NOTES N � Up 1 � AW AM = 0e7 x 5,k l.5 �► �� Ti iTHL P.06 �T D rl i 1 i - iHiP-750-12000 09: 10', -:PHl I ':-.TEEL ':-.TF,. ]ENGINEERING CALCULATIONS HCl Corporate Office: 4, STEEL 10520 67th Ave. NE Arlington. WA 98223 BUILDING (360) 435-8871 SYSTEMS. INC_ (360) 435-9267 fay ELCW 6v A -r C7 F_ fop ,:416 t-62 P. C -F 2=t ------- of 4 Job No A -7 t:-2 --FH (e:--> -rg-.4tJSLA_r6l:�:, E . ��>A--(- S (mc- � w 4--r. 1 Z, L B e-,fZlwr-jAt._ lzd>P k- eN (q I" — New LClC;TH 1j,VAMJ + 14' (A�.IOHE WRQ 0 L T7e r-- L_ e c Ti o t -J o rJ U L C>T REFERENCES: r -,-c,- X_ L -.., = ) (.. �) - ( r�1 q 33. (0872 Sit P� �1 1-17E t1i A W (L',- 19HF'-30-2000 09 : 1-4=:F.'.HI I = TUI I :.TEEL '.•TF' . ENGINEERING CALCULATIONS wa Corporate Office: STEEL 18520 67th Ave. NE BUILDING Arlington, WA 98223 (360) 435.8871 YST SEMS. INC. (360) 435-9267 fax 131b r".11-:47 P. 04 4- W sheat of...... -.._- Job No I Z Set* H1G 6�A/E�5 DEsI U� AVE FORGE PA �;a� t_� Ti (-T- v P PA N ESS V- 2.5(o3Co)t%S,Cv x o 3 SE?� of BP-Acr►JC-1 EAc(-I st of waw '1'�Iv`� ��F�SMtiL Loq� 1r� C-f+GW gaY M tot -ort 2D=pt � 2o`_ou 2o'.or TNI, T2AN5,L IrJTo �I pEs �►�Y =� 3/811 oQlCgtrAL, e400 Let -44TH NE w R o p LIff- rJ Cy TH 46, -46a885 I 1 B2 =4Co •��5 Z m REFERENCES: NOTES I 2bo E L4>0 4q AT, oral "7.4�o4x(o ir3/it ---- � T H 125- Fo 0-W ►4 C g A'1' �g = 0. (o ; Yg, , D ?3 -� 22_;- �E`51 �M7.07X5,6x1�3'3 �n Ltz 20. �7fCv �•9X24' G�s4e 2 x /, t2 -14 z9,75 3. u�5,e 7�'1,DT 1 1 1 1 1 1 1 HP-30-2'000 09: 14 1-Rk 1': -.Tl --Il I ':-.TEEL .TF.'. ]ENGINEERING CALCULATIONS HCI corporate Office: I BUILDING (360) 435-8871 STEEL 18520 67th Ave. NE Arlington, WA 98223 SYSTEMS. INC. (3,50) 43.5-9267 fax 4-:1T or -i g5 �2 REFERENCES: 916 6b2l 6197 P. C-17-5 Sheet of Job No DaL-- 1 1 r r 1 1 1 BUEHLER &BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. DATE 7300 Folsom Blvd. Suite 103 CLIENT BY SHEET NO. S— SACRAMENTO, CALIFORNIA 95826 , T yA9 I�vs�u a1 r � 25 " IMI 7 a r V r� �714 I ®� ✓ tr �'�t LL YV/a�. GbN SES V , r 5 v�sx��x,a r /*a�= D,(2 Ai A�r IIJ To Reorder Cali NESS CUSTCM'printing service TOLL FREE 6800-888-6327 NEBS. Inc.. Peteftorougo. NH 03458. Ref. No: G 10:J00551 BUEHLER & BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. I Y I L�T/.vDATE 7300 Folsom Blvd. Suite 103 CLIENT BYSHEET NO. ��✓�� SACRAMENTO, CALIFORNIA 95826 o A -T . (0 a)fr 7'e - x, xg` / /r/Z 't 4,w /, 5-7 Ta Fealdor Call NEBS CUST61MI"printing service TOLL FREE 1.800-686.6327 NESS. Inc.. Peterborough, NH 03458. 2 - Ref. No: G 105000551 BUEHLER & BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. l oy DATE OO 7300 Folsom Blvd. Suite 103 pppppp SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. C./. 047- er - a� S a, 5 eA /. �2 A2 y'78 Z 14'p�g If 0 e5/ i N 2 �M� r a z e%x ��o He Idar Call NESS CUSTQ/M"printing service TOLL FREE 1800-888-6327 NESS. Im., Peterborough. NH 03458. Re`. No: G 1099,005511 BUEHLER & BUEHLER ASSOCIATES JOB. STRUCTURAL ENGINEERS, INC. JOB NO. 7300 Folsom Blvd. Suite 103CLIENT BY SHEET NO.. SACRAMENTO, CALIFORNIA 95826 %l%iDr LL. rr i C-4 avo lbTc.=23,I<�13rto� _ rig s /9.7 K44Lv k1 T -7T x / �L ptilG l ' r �. ySE�Ti Ye I,Ii,DTrl or-- f'pc J">�lfrj ✓�L� 01\/ .9X /✓Iii✓. ,�51S7;qn/GC 1,�,j 4W4PO o% BUEHLER &BUEHLER ASSOCIATES JOBNw� STRUCTURAL ENGINEERS, INC. JOB NO. �� 0 O�-DATE- 7300 DATE 7300 Folsom Blvd. Suite 103 /� n SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. �13 K 5 Ag ems, .1, 4,11 eT4- _ 1, mq � 2 07, 3 � x ;I _ /o, s Svc-NIPT�a�lS �i °"t , KZ- � .¢K elk - 1 x o. 7 K 6 �� r/ve I,�l/�7/�= 1(3-1,Gl�z 1.T ■ G%2,1 r-7 Amu a y N 6 pa DG o®fsr-i /f c/ rv.5 (+ F'P'S tReorder Gall NESS CUSTGM"printing service TOLL FREE 1-800-880-8327 NESS, Inc., Pelelborough. NH 03458. Ret. I�o:jl^(1F�`yiii�l 1 11 1 11 BUEHLER & BUEHLER ASSOCIATES JOB v�N yj !�K P�� 14/a, STRUCTURAL ENGINEERS, INC. JOB NO. I l I G/ • �q U DATE g od 7300 Folsom Blvd. Suite 103 CLIENT BY SHEET NO. SACRAMENTO, CALIFORNIA 95826 h wl /"q1pm'� IM; ate' i ' �' Mqx �o�l�i� C coi•ts�,�+�ii v� j P) /2 ik �5. 2. `�l SNL X ��'go 7 j10 - - k, 1-7 x/la l / to ¢ -"�// Gc/io77V ZRD PL VI 04*6�- or f`--7G� ir-' cTio1�/. !',r /1,7 i.v ~ ^ 7EBS CUSTGM"printing service TOLL FREE 1.600-B6B-6327 NESS, ou.. Petel6orough. NH 03458. Ret No: G 103Q0551l BUEHLER & BUEHLER'ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. r/• d0 DATE ®� 7300 Folsom Blvd. Suite 103 SACRAMENTO; CALIFORNIA 95826 CLIENT BY SHEET NO. MILL / �v4ux- 1 �1 2 fail Nf/ f A;';'�- rWMIrl(� /A✓ TE,��o�' CoZ c� 2 5 y 7a CDG D % 7a P01744 . (Wa7r G'✓��L W� 131'1 �T L!J �//GG Gg L� cQ,WIfrMeW7' Wr6. <*ej 1,,uczo R� ,v L o r✓L y r lsl/ LL = /2 5�'s� L19 -rza4,f /2 4ZW4✓ j 7;11 Dr - X76, GOL 4Z) Use 4rrc,�-r, vr, Dili a x J�I�ry p �sT1�Nc' 4;�"- E , �FT 7v �O�u�•✓�J 5'X60//2XIop) _ /•9kiPr APD 410r07� ra- V4 ( 1014+ opy?,6BW-) �� CB�4 (ax To Reordw Call NEBS CUSTOM"printing service TOLL FREE 7800-888-6327 NESS, Inc., Peterborough, NH 03458. Ref. lea G 109000551 1 1 1 t t 9 BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS, INC. 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 i. 1 JOB NO. 1 _ 1 I e? D/O / DATE 1 t CLIENT BY 7 SHEET NO.2S A) 30,3 �� = 2•�3 I FOrp- .%907 -4e4 -/L <. OIL e Reoidor Cai NEBS CUSTtiM'"printinq Service TOLL FREE 68000.888-6327 NESS, tnc., Peterborough, NH 03458. A= 471 5,6 2� IZ4— KC%N0:e iviuuu=t 13714f4X4� I FOrp- .%907 -4e4 -/L <. OIL e Reoidor Cai NEBS CUSTtiM'"printinq Service TOLL FREE 68000.888-6327 NESS, tnc., Peterborough, NH 03458. A= 471 5,6 2� IZ4— KC%N0:e iviuuu=t BUEHLER & BUEHLER ASSOCIATES JOB �UN G}Wl�� i1G� !tel /LL STRUCTURAL ENGINEERS, INC. JOB NO. l �/ • dy DATE 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. pTN� �/�l.L CELS �✓ �i/tom To V��/� /�•r . l ✓V�e/oev- Coz_ To Reortlor Call NESS CUSTGM`°printing service TOLL FREE 1800-888-6327 NESS, Inc., Peterborough. NH 03458. < Ref. No: G ! 090(0551 dox✓e. F- Zo 15.-;72- 7' /7,e CON?ROZ R-ovr'l S/i✓1 7`a r /sT /N�jG/ O,e. CdL ��s O: To Reortlor Call NESS CUSTGM`°printing service TOLL FREE 1800-888-6327 NESS, Inc., Peterborough. NH 03458. < Ref. No: G ! 090(0551 1 1 t u n 1 t BUEHLER & BUEHLER ASSOCIATES JOB S''` Gl�0 STRUCTURAL ENGINEERS, INC. JOB NO. 9 /y' g• DATE v�7 7300 Folsom Blvd. Suite 103 � SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. � , �,e � s�r�rJ Ou T /•� ���� 9x AF 117- 1004--56:5- UA-e TP4--5gsUA-e P1z k✓41- l �uip7 = %z 4XZ,lo 5,3-/�T SO/L- K DL �r�,� / z 23,.33l2i;0/41 P411PLI(- Dom' ��h -. /5� /2 - 22.5 .01 v Xc P,A'L - �. �f'' x .3 Al- *,,,A-,> i / r �y.7 e/=Z,-- r 274ossX a, X 32-Kd o Reorder Call NESS CUSTNM"printing service TOLL FREE 1-80a868-6327 NESS, rnc.. Peterborough. NH 03456. Het No: G 203000551 Ll 17, 1 BUEHLER & BUEHLER ASSOCIATES JOB �rG'"� W CvT )�P5 /✓ STRUCTURAL ENGINEERS, INC. JOB NO. / / m� DATE Z Z V- Od 7300 Folsom Blvd. Suite 103 n SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. e7\//, / I*Z-L CO L � ''01 vSNl��Tior✓s IG /G I r SW I1716 i 09 Pen. D z 8 "pp'r-/'moi= Zvi©/r�i r/e " SG9a /Sx 23:33 2512 I K ce����.✓ C� �� 23.3�X Z�j2 '� / 2s'r�� 1--V /Z)TN = !�; , I / a3lo"I"12. 2� "� ��D = 2 ,To6� fir°/ 4411- 11 Reorda, call NEBS CUSTOM`°printing service TOLL FREE 1.800-686-6327 NESS, Inc.. Peterborough. NH 03456. Re'. No: G 10300055: BUEHLER & BUEHLER ASSOCIATES JOB Me STRUCTURAL ENGINEERS, INC. JOB NO. S, 4::�a DATE / a 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY �LS SHEET NO.(L� K / 8ld 22. / .r k Z 3.3 J el a" 112 nS��,s Z3,3? 2.0/2 .x f�gtk /Pr Z s '� �- K 33 x Z o/2 / S- 1 Z k- �j�siv T C�ov, 7 K I^4 V4 1 J�l�z2• ' ;� $�p5� = �% (p � Z�' �r / Z.� i /fox pv / j)e IN oGG 1� / x3./.s = ZO!7, '`/./ Q �8 20 �= S To nemdor cau NESS CUSTG printing service TOLL FREE 7.800-88&6327 NESS. Inc., Peterborough. NR Q34` (�j ? K • s � �G05c1 1 1 11 1 i 1 1 1 1 1 1 BUEHLER &BUEHLER ASSOCIATES JOB Gt/C5�6- ll t�iu STRUCTURAL ENGINEERS, INC. JOB NO. % o✓ DATE 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. z /.2Sk 2S/X 7o 74 7a ?a- ; 2"5 /x 70/0 l �P hYlGi S W= a fdCi 'TL. = 2-/.z'� o�c D L //rO.S� /.SD = 9 �,,� � / 2, � moo✓ Z- 7, 7, ] 17,-7S 2 r SOCA o, SX // t /-0 = /L, 7 S//V Too X 2 r ' To Re da, can NESS CUSTOM"printing service TOLL FREE 1.800-88&6327 .NESS, Inc.. Peterborough, NH 03458. k- Re;. Igo:G ?03000»t 1 11 fl t 1 u 1 [l BUEHLER & BUEHLER ASSOCIATES JOB �uy wr 4 y n �j ON� H4r-14". ellA STRUCTURAL ENGINEERS, INC. JOB NO. 0.76 - DATE �- 5F�p 7300 Folsom Blvd. Suite 103 4ACRAMFNTn ('Al IFnRNIA 95R9A CLIENT BY =� SHEET NO. �o LTiall L Gpw 1.5 l 2.8 + )L i Tv eo, 7 J c Al � ? j, ' O•F 2 3 J`2 x 15aD GI" -v w A-'-(- r� -d r �o--�% n� knA 'lndar can NESS CUSTW'prinking service -- : C V l f' , a,4, G .�Y Ret."G 10'sJC05°1 Mo- - - — . C b. ,rj/1✓ ✓` F'te�5 1 1 1 1 1 1 i 1 1 i 1 1 i 1 1 1 BUEHLER & BUEHLER ASSOCIATES JOB Svt �.! W �fi STRUCTURAL ENGINEERS, INC. JOB NO. , ®� DATE 2 / 7300 Folsom Blvd. Suite 103 �j� SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. / *� f 2 o Reorder Call NESS CUSTOM"printing Service TOLL FREE I.800.66D-6321 NIBS Inc., Peterborough. NH 03456. - *-,,r-�G= 2,3'�5r -r4—= 3,� Gro ✓s Re!. No: G 103000551 r 1 1 1 1 BUEHLER & BUEHLER ASSOCIATES JOB .5 STRUCTURAL ENGINEERS; INC. JOB NO. �! `� ® DATE e:7 Ott 7300 Folsom Blvd. Suite 103��� SACRAMENTO, CALIFORNIA 95826 CLIENT ev SHEET NO. l No7 (7d v K i IJo7(7ov 71 I Reorder Call NEBS CUSTO printing service TOLL FREE 1.800-888-6327 NEB$ Inc., Peterborough, NH 03458. Ref. No: G 109000551 1 1 1 1 1 1 1 1 1 1 1 1 BUEHLER & BUEHLER ASSOCIATES JOB �� STRUCTURAL ENGINEERS, INC. JOB NO. q6 �0 • B� DATE 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT IF SHEET NO. 2 - �- C^ F4, 4orlor r- C-oZ -7- K �t �2 x 1, $5 k Gt. h1�D' 0, t nt o, �7� x 5� r10) (2' lD *A 075,. 5 0.2 3,23 I R69 /P 1* fw ��C:e_� �t�-7 s JVA _egg 2 t� 1 2� a4 To Ae� too, Call NEBS CUST61MI"printing service TOLL FREE 1.800-668-6327 NESS, Inc., Petedwrough. NH 03458. Het. Ivo: G 1090005511 j BUEHLER & BUEHLER ASSOCIATES JOB'`^�G✓f�'S�SOZkS l5 /�"LL ■ STRUCTURAL ENGINEERS, INC. JOB NO. / �/• O� DATE 7300 Folsom Blvd. Suite 103 b, i '�6_ SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. I 1 1 1 e ll 0 1 1 ' e���iV� ��� i7157 11-7 t f.ry0'e) 0, / /�/��% 6 I � i el V t.G 0-7 le- -7 47 ■m __ �� �/� �. f--wAs� i2j2 = dao'�'r ?'= X007 � t 25'� !0 4 �,� To HenCar Call NESS CUST@iM`printing service TOLL FREE 7.800-8118-6327 NIBS. hrc., Peteroorough. NH 03458. Fe`. No: G 10 1 1 1 i 1 1 1 BUEHLER & BUEHLER ASSOCIATES jos �j STRUCTURAL ENGINEERS, INC. JOB NO. J / /514--�• DATE 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT ev SHEET NO. utiy R?707,01 D4F�Sla,b/ S z VM 4 x 9 A i 7 a1pu/CT ,(e u�L��T ,���s-T�i✓cam � ot — 124 o, S-> /Z -O" 9 = 4- 5 .3 ,c El-av-" cerci �/vN `�ar,a"V / / x Co A ¢,� aL 7 2 � Vic, .� � �-.r.-� rte• '`" �• � � ,�/�vG�, Coo,17• C� /3 0'/� 0,5 prow grie. pl* OQr 15, s Ole— s-1 % r7- o�r�-� �- 3"n lo"► 2-'o T�1 L fo Reoidur Cao NE85 CUSTI&M" printing service TOLL FREE i -800-8a"327 NIBS. Inc.. Peterborough. NH 03058. r 1 11 u 1 BUEHLER & BUEHLER ASSOCIATES JOB G�` e"Z'v,C-�'T /-7/", STRUCTURAL ENGINEERS, INC. JOB NO. /5- OZ� DATE / d� 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT By �LS SHEET NO. rD & s J/0 ,go 0,�5� ©oip�la vi4 7 �✓i. At .r. 0. COL = d0 �7 07 Sol C�—OrJ hof �a GOA a /,��//or✓ c /�, ���� /O.9 > Sol4— 'To Ileo dor Cab NEBS CUSTC printing Service TOLL FREE t•8w-888-8327 NESS.. Inc.. Peterborough. NH 03458. Net. Ho: G !0500r 5511 BUEHLER &BUEHLER ASSOCIATES JOBS STRUCTURAL ENGINEERS, INC. JOB NO. r DATE �O 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. ,096-6Z4 /-7 C-- le, ,800W0 0 40- /« F r• VVM G✓�, �` 2 Z 8. �v '�� � C 01/5 . 4 G-4) r-�Talz` r / ss To Reoltlor Cmj NE85 CUSTW"printing service TOLL FREE 1804888-6327 NEBS. Inc., Peterborough, NH 03458. w ✓ 0 �%� ss z r- s Ste' V4 Re:. No: G 109000+1 i r n fJ r� f r t 1. BUEHLER & BUEHLER ASSOCIATES JOB_ STRUCTURAL ENGINEERS, INC. JOB NO. / O� DATE / 7300 Folsom Blvd. Suite 103 CLIENT BY L � SHEET NO. SACRAMENTO, CALIFORNIA 95826 C- - Q z�s cRW7) J SPC— op'�R � �✓�-y __�:cT� awl _ -� -77 � fry:° � .•�.= ' �-�� J . viN �' M,� �. o, cot '` 2 Ci. Kms' /.D iP;a67- V. 1-55 4 : /, as 19 W J�.�,G� Ww s v �p tf /�'► f , a w,�wy s 5 . # FSO ✓ J /�'�"� — �' 9 ��, wleuc �.�eT�_u�•...:...:.... ..,...:tee rn.� cote ._orv�aaa_avo� Al- 1 BUEHLER & BUEHLER ASSOCIATESL�- STRUCTURAL ENGINEERS, INC. JOB NO. / 9� DATE 7300 Folsom Blvd. Suite 103 / h SACRAMENTO, CALIFORNIA 95826 CLIENT BY LS SHEET NO. v I a 1 14,11 �©N-�;.:� v�7'� (�� LL�ad� � 1L1� T� y✓o,�,� t+r�/ div i.✓ � , Y" �W Re-:idar Oati NEBS CUSTQiM" printing service TOLL FREE 1-800-888-6327 NESS, Inc., Peterborough. NH 03458. i I�r T (01� '�2 :�/ $ -t He'. NO: G 309000x51 BUEHLER & BUEHLER ASSOCIATES JOB `t'` Alw6�:s? #C15; STRUCTURAL ENGINEERS, INC. JOB NO. A6 DO DATE 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY—f2-46 SHEET NO.0 W �xa�•1,� �,¢��� 1 �.���� � rel �. �'Y)R 1,cWM45 hly moo, 5 X K ON 0-04e,. I 12-1 1 C If gl .�"a( IV//p Wio Reordor Call NESS CUSTQ;M" printing service TOLL FREE 1.800-888.8327 NESS, inc., Peterborough, NH 03458. Rei. No: G 1090,10551 BUEHLER & BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. % �C� DATE 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. r A?L7 GOL-� -Ii/ -L-G . qtr �r�►�� xVic AL x /4.7ok� 244 P� A 0 ,5xlp w4 v� TtZuC K C •�NO� Y t Ir 3 = l3 k-1 S 165 AC a 8,e,�►c =, I x l 3_ 5, S 14 - To To Reorder Call NESS CUSTOM" printing service TOLL FREE 1.800-888-6327 NESS, Inc., Peterborough. NH 03458. Re'. No: G 109000551 BUEHLER &BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. 9 / n:- `g e� DATE 7300 Folsom Blvd. Suite 103P" SACRAMENTO, CALIFORNIA 95826 CLIENT BY LS SHEET NO. If �i�/�/��P`� �'OlzT�2 �LGII�I /c✓ z � K k /'3 z t;'2'e V- V/ 9 x /, 3 Z 6,4e -A To Re idor Call NEBS CUST4)M`�printlnq service TOLL FREE 1-800-888.6327 NESS, Inc., Peterborough. NH 03458Call NEBS CUSTC)M`�printing service TOLL FREE 1-800-888.6327 NESS, Inc., Peterborough. NH 03458. Karwia :U7000 -SI BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 Joe SunWest Foods Rice Mill roe No. 99138.00 DATE CUENT CJA eY PLS sIEET No. r—r ANCHOR BOLT CHECK (GROUP ACTION) Assume there is an equal no. of bolts in each row (rows considered parallel to loaded edge) Description Warehouse frame combined with rod braced frame Concrete F'c = 3000 psi A= 1 (It. wt. or normal wt.) Loaded ---------------------------- 0 = 0.65 (Based on reinf @ Bolts) Edge T = 18.00 in. (Concrete thickness) Bolt O- - - - - 0 Total No. 4 Shear ; Bolts per row 2 Bolt Size 0.875 in. Ab = 0.60 sq. in. Le= 12.00 in. d-•-•-•-•-•-0 fut = 60000 psi ; Bolt Layout dxl = 20.00 in. 23 dia. OK X = 4.00 in. 5 dia. --------- --------- ---------- dx2 = 12.00 in. • 14 dia. OK dyl = 12.00 in. 14 dia. OK Y = 4.00 in. 5 dia. dx 1 X dx2 dy2 = 12.00 in. 14 dia. OK Plan Strength Demand Multiplier 1.3 (per UBC 1923.2) Pu = 41 Kips. * multiplier = 53 Kips. Vu = r50 K p * multiplier = 65 Kips. Tension Capacity Pss = 130 Kips. PC = 172 Kips. Full Truncated Pyramid Failure Surface Governs Shear Capacity Vss = 108 Kips. Vc = 105 Kips. Loaded edge greater than 10 diameters away Interaction Formulas Concrete Pu/ 0 *PC = 0.48 Vu/0*Vc = 0.95 1/0((Pu/PC) 5,1' + (VU/VC) y') = 0.90 Steel , (Pu/Pss) Z + (VUIVss) 2 = 0.53 dyl U dy2 BUEHLER S BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 Joe SunWest Foods Rice Mill JOB NO. 99138.00 DA TE . CUENT CJA BY PLS SFEET NO. ANCHOR BOLT CHECK (GROUP ACTION) Assume there is an equal no. of bolts in each row (rows considered parallel to loaded edge) Description Warehouse End Wall Col. Concrete F'c = 3000 psi R = 1 (It. wt. or normal wt.) Loaded ---------------------------- 0 = 0.65 (Based on reinf @ Bolts) Edge T = 18.00 in. (Concrete thickness) dyl BoltTotalNo. 0 ----------- O 2 ' Shear Bolts per row 2 Y Bolt Size 0.750 in. Ab = 0.44 sq. in. Le = 12.00 in. 0 •-•-•-•-•-0 fut = 60000 psi Bolt Layout dy2 dx1 = 20.00 in. 27 dia. OK X = 0.00 in. dia. dx2 = 12.00 in. 16 dia. OK dyl = 12.00 in. 16 dia. OK Y= 4.00 in. 5 dia. dx1 X dx2 dy2 = 12.00 in. 16 dia. OK Plan Strength Demand Multiplier 1.3 (per UBC 1923.2) Pu = -13 Kips. ' multiplier = 17 Kips. Vu = 9 Kips. • ' multiplier = 12 Kips. 1 vg Tension Capacity Pss = 48 Kips. Pc = 147 Kips. Full Truncated Pyramid Failure Surface Governs Shear Capacity Vss = 40 Kips. VC = 39 Kips. Loaded edge greater than 10 diameters away Interaction Formulas Concrete Steel Pu/ 0*PC = 0.18 OK (Pu/Pss) 2 + (Vu/VSs) 2 = 0.21 OK Vu/ 0*VC = 0.46 OK 1/ 0 ((Pu/Pc) -'3 + (Vu/VC) 513) = 0.25 OK l f B UEHLER &' B UEHLER ASSOCIATES Joe SunWest Foods Rice Mill STRUCTURAL ENGINEERS. INC. Joe NO. 99138.00 DATE 7300 Folsom Blvd., Suite 103 CUENTCJA eY PLS SFEET NO. �!h7 SACRAMENTO, CALIFORNIA 95826 ANCHOR BOLT CHECK (GROUP ACTION) Assume there is an equal no. of bolts in each row (rows considered parallel to loaded edge) Description t Truck Canopy Concrete F'c = 3000 psi 2 1 (It. wt. or normal wt.) Loaded ----------------------------- ---------------------------0= 0.65 (Based on reinf @ Bolts) Edge 0= T = 18.00 in. (Concrete thickness) dyl BoltTotal No. 2 Bolts per row2 ; Shear Y Bolt Size 0.750 in. Ab = 0.44 sq. in. Le = 12.00 in. b ......... fut = 60000 psi Bolt Layout dx1 = 10.00 in. 13 dia. OK dy2 X = 0.00 in. dia dx2 = 12.00 in. 16 dia. OK dyl = 12.00 in. 16 dia. OK Y = 4.00 in. 5 dia. dx1 X dx2 dy2 = 12.00 in. 16 dia. OK Plan Strength Demand Multiplier 1.3 (per UBC 1923.2) Pu = 21 Kips. ' multiplier = 28 Kips. Vu = 16 Kips. ' multiplier = 21 Kips. Tension Capacity Pss = 48 Kips. PC = 135 Kips. Full Truncated Pyramid Failure Surface Governs Shear Capacity Vss = 40 Kips. Vc = 39 Kips. Loaded edge greater than 10 diameters away Interaction Formulas Concrete Steel Pu/0Pc = 0.31 OK (Pu/Pss) Z + (VUIVSS) Z = 0.61 OK Vu/0VC = 0.84 OK 1/0((Pu/Pc) 513 + (VU/Vc) 5"') = 0.66 OK l f BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 Joe Sun West Foods Rice Mill Joe NO. 99138.00 DA TE CLIENT CJA BY PLS SLEET NO. ANCHOR BOLT CHECK (GROUP ACTION) Assume there is an equal no. of bolts in each row (rows considered parallel to loaded edge) ,Description Tank Farm and Packaging Concrete F'c = 3000 psi R = 1 (tt. wt. or normal wt.) Loaded ---------------------------- 0= 0.65 (Based on reinf @ Botts) Edge —.zl 12.00 in. T = 18.00 in. Concrete thickness d 1 BoltTotal 12.00 in. 12 dia. OK No. 4 Y= ;Shear Botts per row 2 dxl 4 Y Bolt Size 1.000 in. Ab = 0.79 sq. in. OK Le= 12.00 in. b-.-.-.-.-.-0 fut = 60000 psi Strength Demand ; Bolt Layout Multiplier dy2 dx1 = 20.00 in. 20 dia. OK ' multiplier = X = 4.00 in. 4 dia. dx2 = 12.00 in. 12 dia. OK dyl = 12.00 in. 12 dia. OK Y= 4.00 in. 4 dia. dxl X dy2 = 12.00 in. 12 dia. OK Plan Strength Demand Multiplier 1.3 (per UBC 1923.2) Pu = 70 Kips. ' multiplier = 91 Kips. VU = 34 Kips. ' multiplier = 44 Kips. Tension Capacity Pss = 170 Kips. Pc = 172 Kips. Full Truncated Pyramid Failure Surface Governs Shear Capacity Vss = 141 Kips. Vc = 138 Kips. Loaded edge greater than 10 diameters away Interaction Formulas Concrete Pu/0Pc = Vu/0Vc = j/ 0 ((Pu/Pc) 5✓3 + (VU/VC) 5/3 ) dx2 Steel 0.82 OK (Pu/Pss) 2 + (VUIVSS) 2 = 0.39 OK 0.49 OK. 0.76 OK t BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 Joe SunWest Foods Rice Mill JOB NO. 99138.00 DATE CUENT CJA BY PLS SKEET NO. ANCHOR BOLT CHECK (GROUP ACTION) Assume there is an equal no. of bolts in each row (rows considered parallel to loaded edge) Description Tank Farm and Packaging on 2nd floor office Concrete F'c = 3000 psi 11= 1 (It. wt. or normal wt.) Loaded ---------------------------- 0 = 0.65 (Based on reinf @ Bolts) Edge --N,, OK = 18.00 in. (Concrete thickness) 6.00 in. dyl BoltTotal Y= 4.00 in. No. 2 dx 1 X O ----------- O Bolts per row 2 OK ;Shear Y Bolt Size 1.000 in. Ab = 0.79 sq. in. Plan ; Le = 12.00 in. Multiplier 0-.-.-.-.--- fut = 60000 psi 18 Kips. ' multiplier = ; Bolt Layout 21 Kips. ' multiplier = 27 Kips. dy2 dx 1 = 20.00 in. 20 dia. OK Pss = 85 Kips. X = 0.00 in. dia. dx2 = 12.00 in. 12 dia. OK dyl = 6.00 in. 6 dia. OK Y= 4.00 in. 4 dia. dx 1 X dy2 = 6.00 in. 6 dia. OK Plan Strength Demand Multiplier 1.3 (per UBC 1923.2) Pu = 18 Kips. ' multiplier = 23 Kips. Vu = 21 Kips. ' multiplier = 27 Kips. Tension Capacity Pss = 85 Kips. Pc = 84 Kips. Full Truncated Pyramid Failure Surface Governs Shear Capacity Vss = 71 Kips. VC = 69 Kips. Loaded edge greater than 10 diameters away Interaction Formulas Concrete Pu/0Pc = Vu/0Vc = 1/ 0 ((Pu/Pc) y' t (VU/VC) 513) = dx2 Steel 0.43 OK (Pu/Pss) 2 + (VU/Vss) Z = 0.23 OK 0.61 OK 0.51 OK 1 1 1 1 1 BUEHLER &'BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 JOB SunWest Foods Rice Mill Joe NO. 99138.00 DATE CUENT CJA BY PLS SKEET NO. ANCHOR BOLT CHECK (GROUP ACTION) Assume there is an equal no. of bolts in each row (rows considered parallel to loaded edge) ,Description Mill on 2nd floor Concrete F c = 3000 psi R = 1 (It. wt. or normal wt.) Loaded 0 = 0.65 (Based on reinf @ Bolts) ---------------------------- Edge T = 18.00 in. (Concrete thickness) dyl Bolts 0 ---------- Total No. 4 ; Shear Bolts per row 2 - Y Bolt Size 0.872 in. Ab = 0.60 sq. in. Le = 12.00 in. Q. -.-.-.-..p fut = 60000 psi ' Bolt Layout dy2 dxl = 16.00 in. 18 dia. OK X = 4.00 in. 5 dia. dx2 = 12.00 in. 14 dia. OK dyl = 6.00 in. 7 dia. OK Y = 4.00 in. 5 dia. dx 1 X dx2 dy2 = 6.00 in. 7 dia. OK Plan Strength Demand Multiplier 1.3 (per UBC 1923.2) Pu = 34 Kips. ' multiplier = 44 Kips. Vu = 26 Kips. ' multiplier = 34 Kips. Tension Capacity Pss = 129 Kips. Pc = 98 Kips. Full Truncated Pyramid Failure Surface Governs Shear Capacity Vss = 107 Kips. Vc = 105 Kips. Loaded edge greater than 10 diameters away Interaction Formulas Concrete Steel Pu/0Pc = 0.69 OK (Pu/Pss) 2 + (VUIVSS) 2 = 6.22 OK Vu/ 0 Vc = 0.50 OK 1/ 0 ((Pu/Pc) 51' + (VUIVC) 513) = 0.64 OK 1 1 1 r BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 JOB SunWest Foods Rice Mill JOB N0, 99138.00 DATE CLIENT CJA BY PLS SHEET NO. Train Canopy Typ w/rod brace reactions ,ANCHOR BOLT CHECK (GROUP ACTION) Assume there is an equal'no. of bolts in each row (rows considered parallel to loaded edge) Description Train Canopy Typ w/rod brace reactions .Concrete Fc = 3000 psi A 1 (It. wt. or normal wt.) Loaded ---------------------------- 0 = 0.65 (Based on reinf Q Bolts) Edge T = 18.00 in.. (Concrete thickness) dyl Bolts 0 ----- 0 ; Total No. 2 • Shear Bolts per row 2 Y Bolt Size 0.872 in. Ab = 0.60 sq. in. ; Le= 12.00 in. 0-.-.-.-.-.Q fut = 60000 psi Bolt Layout dy2 dx1 = 10.00 in. 11 dia. OK ; X = ------------------ 0.00 in. dia --------- dx2 = 12.00 in. 14 dia. OK dy1 = 6.00 in. 7 dia. OK Y = 4.00 in. 5 dia. dxl X dx2 dy2 = 6.00 in. 7 dia. OK Plan Strength Demand Multiplier 1.3 (per UBC 1923.2) Pu = 23 Kips. ' multiplier = 30 Kips. Vu = 14 Kips. ' multiplier = 18 Kips. Tension Capacity Pss = 64 Kips. Pc = 77 Kips. Full Truncated Pyramid Failure Surface Govems Shear Capacity Vss = 54 Kips. VC = 52 Kips. Loaded edge greater than 10 diameters away Interaction Formulas Concrete Steel Pu/0Pc = 0.60 -OK (Pu/Pss) 2 + (VU/VSs) 2 = 0.33 OK Vu/0Vc = 0.54 OK 1/0((Pu/Pc) y' + (VU/Vc)W) _. 0.58 OK f 1 i 1 1 t BUEHLER & BUEHLER ASSOCIATES STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 SACRAMENTO, CALIFORNIA 95826 JOB SunWest Foods Rice Mill JOB NO. 99138.00 DATE CLIENT CJA BY PLS SKEET NO. � ,ANCHOR BOLT CHECK (GROUP ACTION) Assume there is an equal no. of bolts in each row (rows considered parallel to loaded edge) Description Train Canopy Portal Column Concrete F'c = 3000 psi A = 1 (It. wt. or normal wt.) Loaded ---------------------------- 0 = 0.65 (Based on reinf @ Bolts) Edge Vss = T = 18.00 in. (Concrete thickness) Bolts O - - - - - O ; Total No. 2 Shear Bolts per row 2 Bolt Size 1.125 in. Ab = 0.99 sq. in. Le = 12.00 in. 0-.-.-.-.-.Q fut = 60000 psi Bolt Layout dx1 = 12.00 in. 11 dia. OK X = 0.00 in. dia. -------- --------- --------- dx2 = 12.00 in. 11 dia. OK dy1 = 12.00 in. 11 dia. OK Y = 5.00 in. 4 dia. dx1 X dx2 dy2 = 12.00 in. 11 dia. OK Elan Strength Demand Multiplier 1.3 (per UBC 1923.2) Pu = 66 Kips. ' multiplier = 86 Kips. Vu = 5 Kips. ' multiplier = 7 Kips. Tension Capacity Pss = 107 Kips. Pc = 152 Kips. Shear Capacity Vss = 89 Kips. VC = 87 Kips. Interaction Formulas Concrete Pu/ 0 Pc = Vu/0Vc = 1/ 0 ((Pu/Pc) -",3 + (Vu/Vc) �) _ Full Truncated Pyramid Failure Surface Governs Loaded edge greater than 10 diameters away dyl Y dy2 �l Steel 0.87 OK (Pu/Pss) z + (VU/VSS) 2 = 0.64 OK 0.12 OK 0.61 OK t Joe Sun West Foods Rice Mill JOB No. 99138.00 DATE CLIENTCJA BY PLS SrEETNO. �n , ,ANCHOR BOLT CHECK (GROUP ACTION) Assume there is an equal no. of bolts in each row (rows considered parallel to loaded edge) Description .Concrete F'c = 3000 psi d= 1 (It. wt. or normal wt.) BUEHLER & BUEHLER ASS OCIATES O = STRUCTURAL ENGINEERS. INC. (Based on reinf @ Bolts) 7300 Folsom Blvd., Suite 103 VC = SACRAMENTO, CALIFORNIA 95826 18.00 in. (Concrete thickness) t Joe Sun West Foods Rice Mill JOB No. 99138.00 DATE CLIENTCJA BY PLS SrEETNO. �n , ,ANCHOR BOLT CHECK (GROUP ACTION) Assume there is an equal no. of bolts in each row (rows considered parallel to loaded edge) Description .Concrete F'c = 3000 psi d= 1 (It. wt. or normal wt.) Loaded ---------------------------- O = 0.85 (Based on reinf @ Bolts) Edge VC = T = 18.00 in. (Concrete thickness) Bolts Total No.2 O ----------- O ; Bolts per row 2 ,t ;Shear Bolt Size 0.750 in. Ab = 0.44 sq. in. Le= 12.00 in. 0-._._._.-.�� fut = 60000 psi Bolt Layout dx1 = 8.00 in. 11 dia. OK X = 0.00 in. dia. ------------------ --------- dx2 = 10.00 in. 13 dia. OK dy1 = 6.00 in. 8 dia. OK Y = 4.00 in. 5 dia. dx1 X dx2 dy2 = 6.00 in. 8 dia. OK Plan Strength Demand Multiplier 1.3 (per UBC 1923.2) Pu = 22 Kips. ' multiplier = 29 Kips. Vu = 15 Kips. ' multiplier = 20 Kips. Tension Capacity Pss = 48 Kips. Pc = 63 Kips. Shear Capacity Vss = 40 Kips. VC = 39 Kips. Interaction Formulas Concrete Pu/OPc = Vu/OVc = 1/0((Pu/Pc) -"3 + (Vu/vc) 5,3) _ Full Truncated Pyramid Failure Surface Governs Loaded edge greater than 10 diameters away Steel 0.53 OK (Pu/PSS) 2 + (VU/VSS) 2 = 0.60 OK 0.59 OK 0.69 OK dyl Y dy2 Joe Sun West Foods Rice Mill roe No. 99138.00 DATE CLIENT CJA BY PLS SFEET N0. ANCHOR BOLT CHECK (GROUP ACTION) Assume then: is an equal no. of bolts in each row (rows considered parallel to loaded edge) Description N) F44M ( 5P r--Tej Concrete F'c = 3000 psi A= 1 (It. wt. ornormal wt.) I Loaded ---------------------------- BUEHLER & BUEHLER ASSOCIATES 0.65 STRUCTURAL ENGINEERS. INC. 7300 Folsom Blvd., Suite 103 Vss = SACRAMENTO, CALIFORNIA 95826 Joe Sun West Foods Rice Mill roe No. 99138.00 DATE CLIENT CJA BY PLS SFEET N0. ANCHOR BOLT CHECK (GROUP ACTION) Assume then: is an equal no. of bolts in each row (rows considered parallel to loaded edge) Description N) F44M ( 5P r--Tej Concrete F'c = 3000 psi A= 1 (It. wt. ornormal wt.) I Loaded ---------------------------- O = 0.65 (Based on reinf @ Bolts) Edge Vss = T = 18.00 in. (Concrete thickness) Bolts 0-----0 Total No. 4 Shear Bolts per row 2 Bolt Size 1.000 in. Ab = 0.79 sq. in. Le = 12.00 in. 0-.-.-.-.-.d fut = 60000 psi Bolt Layout dx1 = 20.00 in. 20 dia. OK ; X = 4.00 in. 4 dia. -------- --------- --------- dx2 = 12.00 in. 12 dia. OK dyl = 10.00 in. 10 dia. OK Y = 4.00 in. 4 dia. dx 1 X dx2 dy2 = 12.00 in. 12 dia. OK Plan Strength Demand Multiplier 1.3 (per UBC 1923.2) Pu = 70 Kips. ' multiplier = 91 Kips. Vu = 34 Kips. ' multiplier = 44 Kips. Tension Capacity Pss = 170 Kips. Pc = 159 Kips. Shear Capacity Vss = 141 Kips. VC = 138 Kips. Interaction Formulas Concrete Pu/OPc = Vu/OVc = 1/0 ((Pu/Pc) -",3 + (Vu/Vc) �) _ Full Truncated Pyramid Failure Surface Governs Loaded edge greater than 10 diameters away Steel 0.88 OK (Pu/Pss) 2 + (VU/VSs) Z = 0.39 OK 0.49 OK 0.83 OK dyl Y dy2 1 1 f u 1 r 1 1'. F l3UEHLER & BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. DATE 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. 7Yf 1= � u eo '5 - ?1,,, t-7 -f�� Asx /oS VBG NZ- wr: -------------- 74 Het. leo: G t 9vJ0551 `�. , • xwdarCall NESS CUSTdM•"prin ' se ce TOLL rFEE 1-800-8 7 E85, Inc., Peterborough. NH 03458. 11 1 e 1 r BUEHLER & BUEHLER ASSOCIATES JOB �`��✓ /v/l u" ry� STRUCTURAL ENGINEERS, INC. JOB NO. % I _ OO DATE I g 7300 Folsom Blvd. Suite 103 IF f SACRAMENTO, CALIFORNIA 95826 CLIENT C 1BY SHEET NO. In 1 M?"L 61 AiNc, w�� <�O�f� All orlAi L� I 44S hr P Rr Gam= O,v(o4, F B oTT W:-- 4"'.37 kc���sr Psi �bo TT 3 Sb/5. wiNi Z -S' zq.37A e �r- 9 Psr 10 Reordor Call NESS CUMM'printlny service TOLL FREE 1-800-888.8327 NEB$ Inc.. Peterborough. NH 83458. Ref. No: G 1090001_51 r Di i 1 11 lJ 1 BUEHLER & BUEHLER ASSOCIATES 'OB— STRUCTURAL OB STRUCTURAL ENGINEERS, INC. JOB NO.T� Oy DATE v 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. Ti zi o.c/ /'LLS C-W,,1W,6 .vim 40 s �¢5-� I x 3/- I g. l W , A1.6 QIVC-1 j*v o .,rr y Z- 1�2767 J _2,70 --,- (;�,. 7 Mx3.7s 9 33 �UOox/Z 1-75-1 ro'�/ d, �o Re idor Call NEB$ CUSTOM°'printing service TOLL FREE 1-800-888-8327 NESS, Inc, Peterborough, NH 03458. Ref. No: G 1090OG51I i N I BUEHLER & BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. 9 /3 OO DATE 3 �� 7300 Folsom Blvd. Suite 103 ,!/h SACRAMENTO, CALIFORNIA 95826 CLIENT By SHEET NO. 46e �O r"oor� Ic Reo idor Call NEBS CUSTQ)Wprinting service TOLL FREE 1-800-ae8E327 NESS, Inc.. Peterborough. NH 03458. Ref. No: 0 2090005511 BUEHLER & BUEHLER ASSOCIATES JOB S�i�/�NT leiL'� MALL STRUCTURAL ENGINEERS, INC. JOB NO. 27 A/' 0O DATE 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. M S,"o -a V, 2 � � = / / 'mf'%rr To Heerdor Ci11 NESS CUSTO Wprinting service TOLL FREE 1800.88&8327 NIBS. Inc.. Peterborough. NH 03-058. 4--f 7r S�6 &�2a:51-As' r OK = D,/s i.1/4 ok Ref. No: G 10900551 BUEHLER & BUEHLER ASSOCIATES JOB /4 ' STRUCTURAL ENGINEERS, INC. JOB NO. OO DATE 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY `�� SHEET NO. t 1 u 121 / = 0P..3 -7x to g 39�5� e 04 - J 14 L � y �,-eo �v o� rel : t ,.z��%,ZJ = 9 V 3x (/,5-4011 e- ell l7 2 69, 12�1 71 27 �c Reottler Calf NEBS CUSTGM"printing service TOLL FREE b800-888-6327 NEB.S, Inc., Petert�orough. NI -103458. He'. No: G 109000551 1 1 i 1 1 1 1 1 1 1 1 1 BUEHLER &BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. �T! A9, DATE v —� 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT BY SHEET NO. 4�, JC �vGK �sE- �a 7 qo 03 v 12 = Or 93 o Reorder Call NESS CUSTGM" printing Service TOLL FREE 1-800-888-8327 NESS, Inc., Peterborough, NH 03458. Ref. No: G 10900055E BUEHLER & BUEHLER ASSOCIATES JOBNGy�% r STRUCTURAL ENGINEERS, INC. JOB NO. 1 15 ©� DATE -O 7300 Folsom Blvd. Suite 103 SACHAMLN I U, GALIFURNIA 968Zb o Reader can NEBS CUSTOM°'printing service TOLL FREE 1-800-888.8327 NESS, Inc., Peterborough. NH 03458. Ref. No: G 109000551= V14 7 10 Ax /N w' AI 7 '� 2 �JAII✓` d3� o Reader can NEBS CUSTOM°'printing service TOLL FREE 1-800-888.8327 NESS, Inc., Peterborough. NH 03458. Ref. No: G 109000551= V14 7 10 Ax /N w' o Reader can NEBS CUSTOM°'printing service TOLL FREE 1-800-888.8327 NESS, Inc., Peterborough. NH 03458. Ref. No: G 109000551= BUEHLER & BUEHLER ASSOCIATES JOB STRUCTURAL ENGINEERS, INC. JOB NO. / Is 49V DATE d� 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 °uENT Bv( SHEET NO. CL<�LJ N G� �I015? 5 i2 7 /3 y ';Ze wK � /, as � (**- 16 ,OE4 v>G S' moo, Zl� Z z D. ndo, Can NEBS CUSTGM'"printing service TOLL FREE i-800.888-6327 NE fn 1 f i S r 2 L 111%3 f& 0k-- C691049A m 2X 7- s Ref. No: G 109000511 i RUEHLER & BUEHLER ASSOCIATES JOB_ STRUCTURAL ENGINEERS, INC. JOB NO 7300 Folsom Blvd. Suite 103 SACRAMENTO, CALIFORNIA 95826 CLIENT TNI I c _ BY_ 49 00. 24 / " �ye �s0 �y� DATE /I,/�/ �/t SHEET NO. / ' ' / ell OK ?- £�-VE5 jl /�✓ Te2 W//V-D ne der Call NEBS CUSTCiM'printing service TOLL FREE 1-800-888.6327 NESS, Inc.. Peterborough. NH 03458. Ret. No: G !09000551ICall NEBS CUSTQiM'pfinting service TOLL FREE 1-800-888.6327 NESS, Inc.. Peterborough. NH 03458. Ret. No: G !090005511