Loading...
Specifications (2) Bvp Oo (o y-0 7 s �✓ P� � t� t., 4111\ Nialley a subsidiary al ' manufacturers of joist and metal deck 1nd ��, itt` PHONE 256/845 -2330 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P.O. BOX 680718 FORT PAYNE, ALABAMA 35968 -1608 October 5, 2010 ENGINEERING REPORT COVER SHEET FOR FINAL CALCULATIONS FOR APPROVAL BY THE ENGINEER OF RECORD RE: AUTOZONE #3756 TIGARD, OR 97223 VALLEY JOIST CONTRACT NO.: 64002 CUSTOMER: AUTOZONE, INC. MEMPHIS, TN THIS ENGINEERING REPORT SIGNATURE PAGE IS PROVIDED FOR JOIST MARKS as shown on Calculation Pages 1 —23. The joist mark numbers coincide with the joists identified on the joist placement plans. The bridging is to be in place and anchored as required by the SJI Specifications & Technical Digests. The joist designations and special loads were determined and specified by the Engineer of Record, not by the steel joist manufacturer. The steel joist manufacturer's scope is limited to the design of the members in the steel joists. Their scope does not include the complete structure, structural connections, or the coordination of the components within the structure. The professional engineer's seal affixed hereto indicates that the steel joists were designed in accordance with the Steel Joist Institute's Standard Specifications to support the loads furnished and approved by the owner's Engineer of Record. The seal is not intended to certify or imply that the building does or does not conform to any national, state, or local building codes. Valley Joist is a certified, active member. of the Steel Joist - Institute.- The steel angle shapes and round bars used for the chords and webs were 50 ksi minimum yield strength per the SJI specifications. . • KELLY SANDERS, P.E. CHIEF ENGINEER — EASTERN DIV. ' . • • . . . - PROF VALLEY JOIST a division of EBSCO INDUSTRIES; INC.- .. " • �* ,NG ∎NE . o �- -- — . 8 . 4220 - - - - -- � -. . • F OREGO I y A ISHLE I SP' RENEWS 6/30/2012 WALLACE ENGINEERING • STRUCTURAL CONSULTANTS, INC. By: `TU' Date: • Lb - to - ID • 121Approved O Approved As Noted Revise As Noted & Resubmit O Rejected- Resubmit As Specified Review is only for general conformance with the Contract Documents and design concept of the Project. Review does not authorize extra costs associated with deviations from Contract Documents. Markings of comments shall not be construed as relieving the Contractor from compliance with the Contract Documents and Contract Provisions. The Contractor remains responsible for selecting fabrication processes, for .e :,rides of construction, for confirming and correlating all _-c !mansions, for coordinating his work with .er and (_rrpliance wit ,, appli laws, reguln: ions, and codes. • 1 Valley Joist East Page 1 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. - - - - -- ------ - - - - -- -- -- - - -- - - - - -- -- -- - -- MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: gNOTE: 8" MAXIMUM SEAT WIDTH REQ'D. 1111 ))) G1 1 - 32G5N12.1// -8.162 x 32' 6.250 Special Crimped angle Parallel chord Girder End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP / #1L Tag 6.000 7.500 E 0' 1.000 2 0' 4.000 54.500 Opp 6.000 7.500 2 0' 3.750 83.750 Uniform Dead load 35 # /ft full length TC conc loads: Load Spacing Location Point Type 4'6 -1/2 12100 0'0 4'6-1/2 U2 TSJI, Dead - 8162 0 , 0 4'6 -1/2 U2 NtuP 2000 7 , 0 4'6 -1/2 U2 Live 12100 0 , 0 11'6 -1/2 U4 TSJI, Dead - 8162 0 , 0 11'6 -1/2 U4 NtuP 1000 7 , 0 11'6 -1/2 U4 Live 12100 , 18'6 -1/2 U6 TSJI, Dead -8162 0 , 0 18'6 -1/2 U6 NtuP 12500 7 , 0 25'6 -1/2 U8 TSJI, Dead - 8162 6'11 -3/4 25'6 -1/2 U8 NtuP SEE DETAIL A L.E. * * * * * * * * * * * * * * * * * * ** SEE DETAIL B R.E. SEE SHEET 6 FOR HOLES IN TOP CHORD * * * * * * * * * * * * * * * * * * * * ** 32.000 in Deep 386.250 in Design length 6100 # Minimum Shear 29.917 in Effective Depth 1787 in4 Ix 0 in4 Minimum Ix 24.500 in Clear Depth L/9929 Live Defl L/ 480 SJI Defl 2866594 in- #Moment 1.000 in Chord gap 0.432 in Camber 84.000 in Interior Panel 25.250 in Left End 40.000 in Right End 5 Web Vees 26117 # SJI reaction 22683 # SJI reaction 1123 # Total weight Top Chord: 2- LL4x4x.313 A = 4.812 Y = 1.116 Fy = 50000 Q = 0.936 Ix= 7.439 Iy= 20.002 Rx = 1.243 Ry = 2.039 Rz = 0.791 Center: L = 42.000 P = -94032 Paz =- 108717 M = 217 No Fillers Chord shear: V = 28942 C = 71549 fv = 11558 fc = 14869 f = 13743 Bearing seats: Tag End L7x4x1 /2 Weld 6.25" Opposite End L7x4x1 /2 Weld 5.14" Bot•Chord: 2- LL3- 1/2x.250 A = 3.375 Y = 0.968 Fy = 50000 Q = 0.897 Ix= 4.020 Iy= 11.289 Rx = 1.091 Ry = 1.829 Rz = 0.694 Center: L = 84.000 P = 95819 Pa = 101250 Chord shear: V = 29018 T = 50854 fv = 16582 ft = 15068 f = 18213 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top /Bottm UO -L1 W2L 53.21 49.95 2- LL2x2x.218 1.649 0.613x 29018 48450 49469 17560 29319 35972 .19x8.7 11.6/10.1 U1 -L1 V1 26.24 33.36 1- LL1 -1 /4x 109 0.261 0.247z 0 0 7819 696 776 2126 .11x0.2 3.3/ 3.5 �) r U2 -L1 W3L 22.68 32.42 2 -L L2x2x.176 1.346 0.619x 17560 19031 40381 28942 31367 31758 .18x6.0 9.0/ 8.1 .) ( - Valley Joist East Page 2 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: gNOTE: 8" MAXIMUM SEAT WIDTH REQ'D. 1111 G1 1 - 32G5N12.1// -8.162 x 32' 6.250 Special Crimped angle Parallel chord Girder Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top /Bottm U2 -L3 W4L 54.54 51.57 1- LL2- 1/2x.250 1.188 0.491z 14741 25408 35625 9398 16199 16085 .19x4.6 5.8/ 6.5 U3 -L3 V2 0.00 29.92 1- LL1x1x.125 0.234 0.196z 0 0 7031 1431 1431 1496 .13x0.4 3.0/ 3.0 U4 -L3 W5L 54.54 51.57 2- LL2x2x.188 1.433 0.617x 9398 16199 42999 14618 25197 26223 .19x4.5 11.7/10.2 U4 -L5 W6L 54 54 51.57 1 -LL1- 3/4x.125 0.422 0.347z 6100 10514 12656 1525 2629 2850 .13x2.8 5.0/ 5.7 U5 -L5 V3 0.00 29.92 1- LL1- 1/4x.109 0.261 0.247z 0 0 7819 1881 1881 2643 .11x0.6 3.3/ 3.3 U6 -L5 W6R 54.54 51.57 1- LL2 - 1/2x.188 0.905 0.495z 1525 2629 27140 6100 10514 12249 .19x1 9 5.8/ 6.5 U6 -L7 W5R 54.54 51.57 2- LL2x2x.156 1.199 0.622x 6926 11938 35980 10949 18872 21273 .16x4.1 11.7/10.2 U7 -L7 V3 0.00 29.92 1- LL1- 1/4x.109 0.261 0.247z 0 0 7819 1609 1609 2643 .11x0.5 3.3/ 3.3 U8 , -L7 W4R 54.54 51.57 1- LL2 - 1/2x.188 0.905 0.495z 11072 19083 27140 6926 11938 12249 .19x3.4 5.8/ 6.5 U8 -L9 W3R 54.38 51.36 2 - 1/2x.250 2.375 0.769x 15088 25903 71250 23694 40678 51140 .19x7.3 11.5 /10.0 U9 -L9 V4 0.00 29.92 1- LL1x1x.109 0.206 0.196z 0 0 6184 637 637 1324 .11x0.2 3.0/ 3.0 U10 -L9 W2R 53.21 49.95 2 -L L2x2x.176 1.346 0.619x 23813 39759 40381 15088 25191 29089 .18x7.6 11.6/10.1 Valley Joist East Page 3 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: gNOTE: 8" MAXIMUM SEAT WIDTH REQ'D. )) G2 1 - 32G4N12.1// -4.940 x 27'11.500 Special Crimped angle Parallel chord Girder End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP / #1L Tag 6.000 7.500 2 0' 3.750 83.750 Opp 6.000 7.500 2 0' 3.750 83.750 Uniform Dead load 27 # /ft full length TC cone loads: Load Spacing Location Point Type 12100 6'11 -3/4 6'11 -3/4 U2 TSJI, Dead - 4940 0 , 0 6'11 -3/4 U2 NtuP 12100 0� 13'11 -3/4 U4 TSJI, Dead • , - 4940 7'0 13'11 -3/4 U4 NtuP 12100 0 . 0 20'11 -3/4 U6 TSJI, Dead -4940 6'11 -3/4 20'11 -3/4 U6 NtuP * * * * * * * * * * * * * * * * * * ** SEE DETAIL B BOTH ENDS * * * * * * * * * * * * * * * * * * * * * ** SEE SHEET 7 FOR HOLES IN TOP CHORD * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 32.000 in Deep 331.500 in Design length 4537 # Minimum Shear 30.190 in Effective Depth 1350 in4 Ix 0 in4 Minimum Ix 25.500 in Clear Depth L/ 0 Live Defl L/ 599 SJI Defl 2022870 in- #Moment 1.000 in Chord gap 0.318 in Camber 84.000 in Interior Panel 40.000 in Left End 40.000 in Right End 4 Web Vees 18150 # SJI reaction 18150 # SJI reaction 756 # Total weight Top Chord: 2- LL4x4x.250 A = 3.875 Y = 1.093 Fy = 50000 Q = 0.834 Ix= 6.079 Iy= 15.909 Rx = 1.252 Ry = 2.026 Rz = 0.795 Center: L = 42.000 P = -58522 Paz= -79596 M = 172 No Fillers Chord shear: V = 18386 C = 58522 fv = 9193 fc = 15102 f = 11897 Bearing seats: Tag End L7x4x1 /2' Weld 4.99" Opposite End L7x4x1 /2 Weld 4.99" Bot Chord: 2- LL2- 1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Ix= 1.406 Iy= 4.924 Rx = 0.769 Ry = 1.440 Rz = 0.491 Center: L = 84.000 P = 67004 Pa = 71250 Chord shear: V = 18478 T = 49908 fv = 14782 ft = 21014 f = 18136 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top /Bottm UO -1,1 W2 52.96 50.11 2 -LL1- 3/4x.156 1.043 0.541x 18478 30673 31300 7410 12300 20846 .16x6.6 11.8/ 6.8 U1 -L1 V1 0.00 30.19 1- LL1x1x.109 0.206 0.196z 0 0 6184 490 490 1300 11x0.2 3.0/ 2.8 U2 -L1 W3 54.13 51.52 2 - LL2 - 1/2x.188 1.809 0.778x 7410 12646 54279 18386 31377 36795 .19x5.6 11.6/ 6.5 U2 - L3 W4 54.29 51.72 1 LL2x2x.156 0.600 0 396z 6192 10608 17990 2470 4232 5237 .16x2.3 5.3/ 5.5 U3 -L3 V1 0.00 30.19 1- LL1x1x 109 0.206 0.196z 0 0 6184 1170 1170 1300 .11x0.4 3.0/ 2.8 U4 -L3 W5 54.29 51.72 1 -LL2- 1/2x.188 0.905 0.495z 2470 4232 27140 6097 10446 12189 .19x1.9 5.8/ 6.0 Valley Joist East Page 4 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: gNOTE: 8" MAXIMUM SEAT WIDTH REQ'D. 1111111 G3 1 - 32G5N12.1// -8.162 x 32' 6.250 Special Crimped angle Parallel chord Girder End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP / #1L Tag 6.000 7.500 E 0' 1.000 2 0' 4.000 54.500 Opp 6.000 7.500 2 0' 3.750 83.750 Uniform Dead load 35 # /ft full length TC conc loads: Load Spacing Location Point Type 4'6 -1/2 12100 0,0 4 , 6 -1/2 U2 TSJI, Dead - 8162 4'6 -1/2 U2 NtuP 2000 7,O 4'6 -1/2 U2 Live 12100 0 , 0 11'6 -1/2 U4 TSJI, Dead - 8162 0 , 0 11'6 -1/2 U4 NtuP 1000 11'6 -1/2 U4 Live 12100 0 , 0 18'6 -1/2 U6 TSJI, Dead - 8162 0 , 0 18'6 -1/2 U6 NtuP 12500 �,� 25'6 -1/2 U8 TSJI, Dead -8162 6'11 -3/4 25'6 -1/2 U8 NtuP SEE DETAIL A L.E. * * * * * * * * * * * * * * * * * * * ** SEE DETAIL B R.E. SEE SHEET 8 FOR HOLES IN TOP CHORD * * * * * * * * * * * * * * * * * * * * ** 32.000 in Deep 386.250 in Design length G100 # Minimum Shear 29.917 in Effective Depth 1787 in4 Ix 0 in4 Minimum Ix 24.500 in Clear Depth L/9929 Live Defl L/ 480 SJI Defl 2866594 in- #Moment 1.000 in Chord gap 0.432 in Camber 84.000 in Interior Panel 25.250 in Left End 40.000 in Right End 5 Web Vees 26117 # SJI reaction 22683 # SJI reaction 1123 # Total weight Top Chord: 2- LL4x4x.313 A = 4.812 Y = 1.116 Fy = 50000 Q = 0.936 Ix= 7.439 Iy= 20.002 Rx = 1.243 Ry = 2.039 Rz = 0.791 Center: L = 42.000 P = -94032 Paz =- 108717 M = 217 No Fillers Chord shear: V = 28942 C = 71549 fv = 11558 fc = 14869 f = 13743 Bearing seats: Tag End L7x4x1 /2 Weld 6.25" Opposite End L7x4x1 /2 Weld 5.14" Bot 2- LL3- 1/2x.250 A = 3.375 Y = 0.968 Fy = 50000 Q = 0.897 Ix= 4.020 Iy= 11.289 Rx = 1.091 Ry = 1.829 Rz = 0.694 Center: L = 84.000 P = 95819 Pa = 101250 Chord shear: V = 29018 T = 50854 fv = 16582 ft = 15068 f = 18213 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top /Bottm UO -L1 W2L 53.21 49.95 2- LL2x2x.218 1.649 0.613x 29018 48450 49469 17560 29319 35972 .19x8 7 11.6/10.1 U1 -L1 V1 26.24 33.36 1- LL1- 1/4x.109 0.261 0.247z 0 0 7819 696 776 2126 .11x0.2 3.3/ 3.5 U2 -L1 W3L 22.68 32.42 2 -L L2x2x.176 1.346 0 619x 17560 19031 40381 28942 31367 31758 .18x6.0 9.0/ 8.1 Valley Joist East Page 5 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: gNOTE: 8" MAXIMUM SEAT WIDTH REQ'D. 11 G3 1 - 32G5N12.1// -8.162 x 32' 6.250 Special Crimped angle Parallel chord Girder Tensile Compressive Weld Available Length Arca R Chcar Forcc Allow Uhcnr Forcc Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top /Bottm U2 -L3 W4L 54.54 51.57 1- LL2- 1/2x.250 1.188 0.491z 14741 25408 35625 9398 16199 16085 .19x4.6 5.8/ 6.5 03 -L3 V2 0.00 29.93 1- LL1x1x.125 0.234 0.196n 0 0 7031. 1431 1431 1496 .13x0.4 3.0/ 3.0 U4 -L3 W5L 54.54 51.57 2- LL2x2x.188 1.433 0.617x 9398 16199 42999 14618 25197 26223 .19x4.5 11.7/10.2 U4 -L5 W6L 54.54 51.57 1 -LL1- 3/4x.125 0.422 0.347z 6100 10514 12656 1525 2629 2850 .13x2.8 5.0/ 5.7 1.15 -L5 V3 0.00 29.92 1- LL1- 1/4x.109 0.261 0.247z 0 0 7819 1881 1881 2643 .11x0.6 3.3/ 3.3 U6 -L5 W6R 54.54 51.57 1- LL2 - 1/2x.188 0.905 0.495z 1525 2629 27140 6100 10514 12249 .19x1.9 5.8/ 6.5 U6 -L7 W5R 54.54 51.57 2- LL2x2x.156 1.199 0.622x 6926 11938 35980 10949 18872 21273 .16x4.1 11.7/10.2 U7 L7 V3 0.00 29.92 1- LL1 -1 /4x 109 0.261 0.247z 0 0 7819 1609 1609 2643 .11x0.5 3.3/ 3.3 U8 -L7 W4R 54.54 51.57 1- LL2 - 1/2x.188 0.905 0.495z 11072 19083 27140 6926 11938 12249 .19X3.4 5.8/ 6.5 U8 -L9 W3R 54.38 51.36 2 -LL2- 1/2x.250 2.375 0.769x 15088 25903 71250 23694. 40678 51140 .19x7.3 11.5/10.0 U9 -L9 V4 0.00 29.92 1- LL1x1x.109 0.206 0.196z 0 0 6184 637 637 1324 .11x0.2 3.0/ 3.0 010 -L9 W2R 53 21 49.95 2 -L L2x2x.176 1.346 0.619x 23813 39759 40381 15088 25191 29089 .18x7.6 11.6/10.1 Valley Joist East Page 6 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: gNOTE: 8" MAXIMUM SEAT WIDTH REQ'D. 1 I!tIll G4 1 - 44G8N11.0// -6.903 x 46' 4.000 Special Crimped angle Parallel chord Girder End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP / #1L Tag 6.000 7.500 2 0' 7.500 14.000 Opp 6.000 7.500 2 0' 7.500 38.000 Uniform Dead load 43 # /ft full length TC conc loads: Load Spacing Location Point Type 11400 0 , 0 1'2 U1 TSJI, Dead - 6903 , 1'2 U1 NtuP 11000 �,� 8'2 U4 TSJI, Dead - 6903 , 8'2 U4 NtuP 11000 �,� 15'2 U6 TSJI, Dead -6903 15'2 U6 NtuP 11000 �,� 22'2 U8 TSJI, Dead - 6903 22'2 U8 NtuP 11400 �,� 29'2 U10 TSJI, Dead - 6903 29'2 U10 NtuP 11400 0,0 36'2 U12 TSJI, Dead - 6903 , 36'2 U12 NtuP 11000 0,O 43'2 U15 TSJI, Dead - 6903 3 , 2 43'2 U15 NtuP * * * * * * * * * * * * * * * * * * * ** SEE DETAIL C BOTH ENDS * * * * * * * * * * * * * * * * * * * * ** SEE SHEET 9 FOR HOLES IN TOP CHORD * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 44.000 in Deep 552.000 in Design length 9775 # Minimum Shear 41.871 in Effective Depth 4251 in4 Ix 0 in4 Minimum Ix 36.500 in Clear Depth L/ 0 Live Defl L/ 423 SJI Defl 5262624 in- #Moment 1.000 in Chord gap 0.882 in Camber 84.000 in Interior Panel 12.000 in Left End 36.000 in Right End 8 Web Vees 40800 # SJI reaction 37400 # SJI reaction 1985 # Total weight Top Chord: 2- LL4x4x.375 A = 5.719 Y = 1.138 Fy = 50000 Q = 1.000 Ix= 8.717 Iy= 24.067 Rx = 1.235 Ry = 2.051 Rz = 0.788 Center: L = 42.000 P =- 122043 Paz =- 136241 M = 263 No Fillers Chord shear: V = 30285 C = 54941 fv = 10095 fc = 9607 f = 11180 Bearing seats: Tag End L7x4x1 /2 Weld 7.50" Opposite End L7x4x1 /2 Weld 6.89" Bot Chord: 2- LL3- 1/2x.313 A = 4.186 Y = 0.991 Fy = 50000 Q = 0.987 Ix= 4.904 Iy= 14.205 Rx = 1.082 Ry = 1.842 Rz = 0.690 Center: L = 84.000 P = 125686 Pa = 125582 Chord shear: V = 41767 T = 36562 fv = 19063 ft = 8734 f = 19557 • Valley Joist East Page 7 V1.89 . Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: gNOTE: 8" MAXIMUM SEAT WIDTH REQ'D. 1111111 G4 1 - 44G8N11.0// -6.903 x 46' 4.000 Special Crimped angle Parallel chord Girder Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top /Bottm U0 -L1 W2 47.69 62.20 2 -LL2- 1/2x.250 2.375 0.769x 41767 62049 71250 25211 37453 52024 .25x8.4M 10.4/ 9.1 U1 -L1 V1 39.08 53.94 1- LL2 - 1/2x.250 1.188 0.491z 6903 8892 35625 11482 14791 14723 .19x2.6 4.9/ 5.3 U2 -L1 W3L 0.00 41.87 2- LL2x2x.188 1.433 0.617x 18308 18308 42999 30285 30285 30580 .19x5.4 9.1/ 8.2 U2 -L3 W4L 31.34 49.02 2- LL2x2x.156 1.199 0.622x 30178 35335 35980 18308 21436 22147 .16x7.6 9.1/ 8.0 U3 -L3 V2 0.00 41.87 1- LL1- 1/4x.109 0.261 0.247z 0 0 7819 1099 1099 1349 .11x0.3 3.3/ 3.3 U4 -L3 W5L 30.33 48.51 2- LL2 - 1/2x.188 1 809 0.778x 18308 21212 54279 30089 34861 37863 .19x6.2 9.2/ 8.2 U4 -L5 W6 45.09 59.31 2- LL2x2x.156 1.199 0.622x 18970 26869 35980 11405 16154 18449 .16x5.8 10.0/ 8.8 U5 -L5 V3 0.00 41.87 1- LL1- 1/2x.109 0.315 0.297z 0 0 9454 1832 1832 2370 .11x0.6 3.5/ 3.5 U6 . -L5 W7L 45 09 59.31 2- LL2 - 1/2x.188 1.809 0.778x 11405 16154 54279 18819 26655 33878 .19x4.8 10.0/ 8.8 U6 -L7 W8L 45.09 59.31 1- LL2 - 1/2x.188 0.905 0.495z 9775 13845 27140 4502 6377 9406 .19x2.5 5.1/ 5.6 U7 -L7 V3 0.00 41.87 1- LL1- 1/2x.109 0.315 0.297z 0 0 9454 2363 2363 2370 .11x0.7 3.5/ 3.5 U8 -L7 W9 45.09 59.31 2- LL2x2x.156 1.199 0.622x 4502 6377 35980 9775 13845 18449 16x3.0 10.0/ 8.8 U8 - -L9 W9 45.09 59.31 2- LL2x2x.156 1.199 0.622x 2444 3461 35980 9775 13845 18449 .16x3.0 10.0/ 8.8 U9 -L9 V4 0.00 41.87 1 -LL1- 1/2x.125 0.359 0.296z 0 0 10781 2441 2441 2685 .13x0.7 3.5/ 3.5 U10 -L9 W8R 45.09 59.31 1- LL2x2x.156 0.600 0.396z 9775 13845 17990 2444 3461 3983 .16x3.0 4.6/ 5.1 U10 -L11 W7R 45.09 59.31 2- LL2x2x.188 1.433 0.617x 9304 13178 42999 15333 21718 22360 .19x3.9 10.0/ 8.8 U11 -L11 V3 0.00 41.87 1 -LL1- 1/2x.109 0.315 0.297z 0 0 9454 2057 2057 2370 .11x0.6 3.5/ 3.5 U12 -L11 W6 45.09 59.31 2- LL2x2x.156 1.199 0.622x 15484 21931 35980 9304 13178 18449 .16x4.7 10.0/ 8.8 U12 -L13 W5R 36.07 51.80 2 -LL2- 1/2x.188 1.809 0.778x 16207 20051 54279 27014 33421 36694 .19x6.0 9.4/ 8.4 U13 -L13 V2 0 00 41.87 1 -LL1- 1/4x.109 0.261 0 247z 0 0 7819 1353 1353 1349 .11x0.4 3.3/ 3 3 U14 -L13 W4R 32 57 49.69 2- LL2x2x.156 1.199 0.622x 27116 32178 35980 16207 19232 21922 .16x6.9 9.1/ 8.1 U14 -L15 W3R 21.80 45.10 2- LL2x2x.188 1.433 0.617x 16207 17456 42999 27212 29309 29188 .19x5.2 8.8/ 7.9 7115 -T,15 V5 11.41 4{ WI 1- 1.T.7 -1/2x 188 0.905 0.495z 6903 7097 27140 11112 11425 15241 .19x2.0 4.5/ 4.6 U16 -L15 W2 47.69 62.20 2- LL2 -1/2x 250 2.375 0.769x 38324 56934 71250 23110 34332 52024 .25x7.7M 10.4/ 9.1 • Valley Joist East Page 8 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: J1 11 - 10K550/550/ -231 x 10' 6.250 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP / #1L Tag 5.000 5.000 E 0' 1.500 27.125 Opp 5.000 5.000 27.125 Uniform Live load 550 # /ft full length Uniform NtuP load -231 # /ft full length Uniform TSJI load 550 # /ft full length Uniform Dead load 0 # /ft full length 5" DEEP SEATS BOTH ENDS, 1/4" MIN. SEAT THICKNESS REQ'D. 11111 End loads: TSJI NtuP Dead Live SNOW RSRV EOUK WIND Left TC axial load: 0.0 0.0 0.0 0.0 0.0 0.0 6.9 0.0 Ki Right TC axial load: 0.0 0.0 0.0 0.0 0.0 0.0 6.9 0.0 Ki .10.000 in Deep 122.250 in Design length 700 # Minimum Shear 9.295 in Effective Depth 22 in4 Ix 0 in4 Minimum Ix 7.500 in Clear Depth L/ 577 Live Defl L/ 577 SJI Defl 96815 in- #Moment 0.500 in Chord gap 0.043 in Camber 18.000 in Interior Panel 16.125 in Left End 16.125 in Right End 5 Web Vees 2802 # SJI reaction 2802 # SJI reaction 612 # Total weight 0.000 in Tag TCX Defl Top Chord: 2- LL1-- 1/2x.109 A = 0.630 Y 0.415 Fy = 50000 Q = 0.905 Bridg < 118" Ix= 0.138 Iy= 0.417 Rx = 0.467 Ry = 0.813 Rz = 0.297 Center: L = 18.000 P = -10416 Paz= -13186 No Fillers Tag end panl: L = 16.125 P = -8588 Paz= -12369 M = 807 No Filler First point: P = -8588 Pa = -17016 M = 1366 Bearing seats: Tag End BENTPL 1/4 Weld 2.98" Opposite End BENTPL 1/4 Weld 2.98" Bot Chord: 2- LL1xlx.109 A = 0.412 Y = 0.290 Fy = 50000 Q = 1.000 Ix= 0.039 Iy= 0.159 Rx = 0.307 Ry = 0.621 Rz = 0.196 Center: L = 18.000 P = 9012 Pa = 12367 Chord shear: V = 2432 T = 7415 fv = 11156 ft = 17987 f = 14330 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top /Bottm UO -L1 W2 69.70 21.62 1- 5/8 ROD 0.307 0.156 2432 7010 8283 1021 2944 3740 .19x0.9 U1 -L1 V1 44.08 10.44 1- 1/2 ROD 0.196 0.125 328 457 5890 813 1132 3593 .17x0.2 U2 -L1 W3 44.08 10.44 1- 1/2 ROD 0.196 0.125 693 965 5890 1650 2297 3593 .17x0.3 U2 -L3 W4 44.08 10.44 1- 1/2 ROD 0 196 0.125 825 1148 5890 347 482 3593 .17x0.2 U4 -L3 W5 44.08 10.44 1- 1/2 ROD 0.196 0.125 347 482 5890 825 1148 3593 .17x0.2 U4 -L5 W6 44.08 10.44 1- 1/2 ROD 0.196 0.125 700 975 5890 0 0 3593 .17x0.1 • Valley Joist East Page 9 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: J2 2 - 10K550/550/ -231 x 10' 6.250 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP /#1L Tag 5.000 5.000 E 0' 1.500 27.125 Opp 5.000 5.000 Y 2 0' 3.750 27.125 Uniform Live load 550 # /ft full length Uniform NtuP load -231 # /ft full length Uniform TSJI load 550 # /ft full length Uniform Dead load 0 # /ft full length 5" DEEP SEATS BOTH ENDS, 1/4" MIN. SEAT THICKNESS REQ'D. ((('(" ()( 13/16 X 1 1/4 X 4" GA. HOLES REQ'D. R.E. ONLY * * * * * * * * * * * * * * * * * * * ** End loads: TSJI NtuP Dead Live SNOW RSRV EOUK WIND Left TC axial load: 0.0 0.0 0.0 0.0 0.0 0.0 6.9 0.0 Ki Right TC axial load: 0.0 0.0 0.0 0.0 0.0 0.0 6.9 0.0 Ki 10.000 in Deep 122.250 in Design length 700 # Minimum Shear 9.295 in Effective Depth 22 in4 Ix 0 in4 Minimum Ix 7.500 in Clear Depth L/ 577 Live Defl L/ 577 SJI Defl 96815 in- #Moment 0.500 in Chord gap 0.043 in Camber 18.000 in Interior Panel 16.125 in Left End 16.125 in Right End 5 Web Vees 2802 # SJI reaction 2802 # SJI reaction 115 # Total weight 0.000 in Tag TCX Defl Top Chord: 2- LL1- 1/2x.109 A = 0.630 Y = 0.415 Fy = 50000 Q = 0.905 Bridg < 118" Ix= 0.138 Iy= 0.417 Rx = 0.467 Ry = 0.813 Rz = 0.297 Center: L = 18.000 P = -10416 Paz= -13186 No Fillers Tag end panl: L = 16.125 P = -8588 Paz= -12369 M = 807 No Filler First point: P = -8588 Pa = -17016 M = 1366 Bearing seats: Tag End BENTPL 1/4 Weld 2.98" Opposite End BENTPL 1/4 Weld 2.98" Bot Chord: 2- LL1xlx.109 A = 0.412 Y = 0.290 Fy = 50000 Q = 1.000 Ix= 0.039 Iy= 0.159 Rx = 0.307 Ry = 0.621 Rz = 0.196 Center: L = 18.000 P = 9012 Pa = 12367 Chord shear: V = 2432 T = 7415 fv = 11156 ft = 17987 f = 14330 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) •Locatj.on Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top /Bottm UO -L1 W2 69.70 21.62 1- 5/8 ROD 0 307 0.156 2432 7010 8283 1021 2944 3740 .19x0.9 U1 -L1 V1 44.08 10.44 1- 1/2 ROD 0.196 0.125 328 457 5890 813 1132 3593 .17x0.2 U2 -L1 W3 44.08 10.44 1- 1/2 ROD 0.196 0.125 693 965 5890 1650 2297 3593 .17x0.3 U2 -L3 W4 44.08 10.44 1- 1/2 ROD 0.196 0.125 825 1148 5890 347 482 3593 .17x0.2 U4 -L3 W5 44.08 10.44 1- 1/2 ROD 0.196 0.125 347 482 5890 825 1148 3593 .17x0.2 U4 -L5 W6 44.08 10.44 1- 1/2 ROD 0.196 0.125 700 975 5890 0 0 3593 .17x0.1 6 Valley Joist East Page 10 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: J3 2 - 32LH380/292/ -231 x 60'11.750 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP / #1L Tag 6.000 5.000 Y 80.000 Opp 6.000 5.000 80.000 Uniform Live load 292 # /ft full length Uniform NtuP load - 231 # /ft full length Uniform TSJI load 380 # /ft full length Uniform Dead load 88 # /ft full length See bridging clip location schedule. NO.HOLES R.E. REQ'D. " " " " End loads: TSJI NtuP Dead Live SNOW RSRV EOUK WIND Left TC axial load: 0.0 0.0 0.0 0.0 0.0 0.0 6.9 0.0 Ki Right TC axial load: 0.0 0.0 0.0 0.0 0.0 0.0 6.9 0.0 Ki 32.000 in Deep 727.750 in Design length 2881 # Minimum Shear 30.441 in Effective Depth 1209 in4 Ix 0 in4 Minimum Ix 26.500 in Clear Depth L/ 287 Live Defl L/ 221 SJI Defl 2096413 in- #Moment 1.000 in Chord gap 1.532 in Camber 64.000 in Interior Panel 53.938 in Left End 53.938 in Right End 10 Web Vees 11523 # SJI reaction 11523 # SJI reaction 2403 # Total weight Top Chord: 2- LL3X3x.250 A = 2.875 Y = 0.842 Fy = 50000 Q = 0.961 Bridg < 278" Ix= 2.488 Iy= 7.669 Rx = 0.930 Ry = 1.633 Rz = 0.592 CeaLer: L = 32.000 P = -68337 Pax= -71461 M = 1351 2 Fillers Tag end panl: L = 53.938 P = -27337 Paz= -42507 M = 6401 No Filler First point: P = -27337 Pa = -77625 M = 10229 Chord shear: V = 8961 C = 42771 fv = 5974 fc = 14877 f = 9540 Bearing seats: Tag End LLV4X3X.375 Weld 3.10" Opposite End LLV4X3X.375 Weld 3.10" Bot Chord: 2- LL2- 1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Ix= 1.406 Iy= 4.924 Rx = 0.769 Ry = 1.440 Rz = 0.491 Center: L = 64.000 P = 68869 Pa = 71250 Chord shear: V = 10669 T = 34781 fv = 8535 ft = 14645 f = 11246 • 4 Valley Joist East Page 11 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: J3 2 - 32LH380/292/ -231 x 60'11.750 Special Crimped angle Parallel chord Longspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lhs lhs lbs lbs lbs Length Top /Bottm U0 -L1 W2 68.68 83.73 2 -L L2x2x.176 1.346 0.394z 10669 29345 40381 6485 17839 17819 .18x5.6 12.0/ 9.2 01 -L1 V1 38.33 38.80 1- LL1- 1/4x.109 0.261 0.247z 1038 1324 7819 1815 2314 2793 .11x0.7 3.6/ 3.7 U2 -L1 W3 44.46 42.65 1- LL2- 1/2x.250 1.188 0.491z 5447 7632 35625 8961 12555 16307 .19x2.2 5.1/ 5.2 U2 -L3 W4 46.43 44.17 1 -LL1- 3/4x.138 0.464 0.346z 7600 11027 13919 4620 6703 7118 .14x2 7 4.4/ 4.6 U3 -L3 V2 0.00 30.44 1- LL1x1x.109 0.206 0.196z 616 616 6184 1227 1227 2273 .11x0.4 3.0/ 2.8 U4 -L3 W5 46.43 44.17 1- LL2x2x.156 0 600 0.396z 4004 5809 17990 6587 9557 10549 .16x2.1 4.7/ 4.8 U4 -L5 W6 46.43 44.17 1 -LL1- 3/4x.125 0.422 0.347z 5573 8086 12656 3388 4916 6374 .13x2.2 4.4/ 4.6 05 -L5 V2 0.00 30.44 1- LL1x1x.109 0.206 0.196z 616 616 6184 1291 1291 2273 .11x0.4 3.0/ 2.8 U6 -L5 W7 46.43 44.17 1 -LL1- 3/4x.138 0.464 0.346z 2772 4022 13919 4560 6616 7118 .14x1.6 4.4/ 4.6 U6 . -L7 W8 46.43 44.17 1 -LL1- 1/2x.109 0.315 0.297z 3547 5146 9454 2156 3128 3786 .11x1.6 4.2/ 4.3 U7 -L7 V2 0.00 30.44 1- LL1x1x.109 0.206 0.196z 616 616 6184 1334 1334 2273 .11x0.4 3.0/ 2.8 U8 -L7 W9 46.43 44.17 1 -LL1- 1/2x.125 0.359 0.296z 1540 2234 10781 2881 4180 4291 .13x1.1 4.2/ 4.3 08 -L9 W10 46.43 44.17 1 -LL1- 1/4x.109 0.261 0.247z 2881 4180 7819 924 1341 2156 .11x1.3 3.9/ 4.1 U9 • -L9 V2 0.00 30.44 1- LL1x1x.109 0.206 0.196z 616 616 6184 1355 1355 2273 .11x0.4 3.0/ 2.8 U10 -L9 W11 46.43 44.17 1- LL1- 1/2X.125 0.359 0.296z 308 447 10781 2881 4180 4291 .13x1.1 4.2/ 4.3 • • Valley Joist East Page 12 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: J4 2 - 32LH350/245/ -126 x 60'11.750 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP / #1L Tag 6.000 5.000 Y 80.000 Opp 6.000 5.000 80.000 Uniform Live load 245 # /ft full length Uniform NtuP load -126 # /ft full length Uniform TSJI load 350 # /ft full length Uniform Dead load 105 # /ft full length Uniform NtuP load -105 # /ft from 53'8 -3/4" to 60'11 -3/4" Sep bridging clip location schedule. NO HOLES R.E. REQ'D. ''''' End loads: TSJI NtuP Dead Live SNOW RSRV EQUK WIND Left TC axial load: 0.0 0.0 0.0 0.0 0.0 0.0 6.9 0.0 Ki Right TC axial load: 0.0 0.0 0.0 0.0 0.0 0.0 6.9 0.0 Ki 32.000 in Deep 727.750 in Design length 2653 # Minimum Shear 30.566 in Effective Depth 1112 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/ 315 Live Defl L/ 220 SJI Defl 1930906 in- #Moment 1.000 in Chord gap 1.532 in Camber 64.000 in Interior Panel 53.938 in Left End 53.938 in Right End 10 Web Vees 10613 # SJI reaction 10613 # SJI reaction 2148 # Total weight Top Chord: 2- LL2- 1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Bridg < 245" Ix= 1.406 Iy= 4.924 Rx = 0.769 Ry = 1.440 Rz = 0.491 Center: L = 32.000 P = -62684 Pax= -63724 M = 1244 10 Fillers Tag end panl: L = 53.938 P = -25076 Pax= -44717 M = 5896 Filler Reqd First point: P = -25076 Pa = -64125 M = 9422 Chord shear: V = 8253 C = 39233 fv = 6603 fc = 16519 f = 10574 Bearing seats: Tag End LLV4X3X.375 Weld 2.86" Opposite End LLV4X3X.375 Weld 2.86" Bot Chord: 2 -LL2- 1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Ix= 1.406 Iy= 4.924 Rx = 0.769 Ry = 1.440 Rz = 0.491 Center: L = 64.000 P = 63172 Pa = 71250 Chord shear: V = 9826 T = 31904 fv = 7861 ft = 13433 f = 10340 ( ; Valley Joist East Page 13 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 • Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: J4 2 - 32LH350/245/ -126 x 60'11.750 Special Crimped angle Parallel chord Longspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top /Bottm U0 -L1 W2L 68.60 83.78 2- LL1- 3/4x.145 0.973 0.346z 9826 26932 29188 3581 9815 9891 .15x6.3 9.5/ 9.5 Ui -L1 V1 38.21 38.90 1- LL1- 1/4x.109 0.261 0.247z 566 721 7819 1672 2128 2779 .11x0.7 3.3/ 3.7 U2 -L1 W3 44.35 42.74 1 -LL2- 1/2x.188 0.905 0.495z 3015 4215 27140 8253 11541 12352 .19x2.1 4.7/ 5.2 U2 -L3 W4 46.31 44.25 1- LL1 -1 /2x 125 0.359 0.296z 7000 10134 10781 2563 3711 4274 .13x2 7 3.8/ 4.3 U3 -L3 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1129 1129 2254 .11x0.3 2.8/ 2.8 U4 -L3 W5 46.31 44.25 1- LL2x2x.156 0.600 0.396z 2227 3225 17990 6067 8783 10531 .16x1.9 4.3/ 4.8 U4 -L5 W6 46.31 44.25 1- LL1- 1/2x.109 0.315 0.297z 5133 7432 9454 1891 2738 3771 .11x2.3 3.8/ 4.3 05 -L5 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1188 1188 2254 .11x0.4 2.8/ 2.8 U6 -L5 W7 46.31 44.25 1 -LL1- 3/4x.125 0.422 0.347z 1555 2252 12656 4200 6081 6359 .13x1.6 4.1/ 4.6 U6 . -L7 W8 46.31 44.25 1 -LL1- 1/4x.109 0.261 0.247z 3267 4729 7819 1219 1765 2148 .11x1.5 3.6/ 4.1 U7 -L7 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1227 1227 2254 .11x0.4 2.8/ 2.8 U8 -L7 W9 46.31 44.25 1 -LL1- 1/2x.125 0.359 0.296z 883 1279 10781 2653 3841 4274 .13x1.0 3.8/ 4.3 U8 -L9 W10 46.31 44.25 1 -LL1- 1/4x.109 0.261 0.247z 2653 3841 7819 547 793 2148 .11x1.2 3.6/ 4.1 U9 • -L9 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1247 1247 2254 .11x0.4 2.8/ 2.8 010 -L9 W11 46.31 44.25 1- LL1- 1/2x.125 0.359 0.296z 211 306 10781 2653 3841 4274 .13x1.0 3.8/ 4.3 010 -L11 W11 46.31 44.25 1- LL1- 1/2x.125 0.359 0.296z 125 180 10781 2653 3841 4274 .13x1.0 3.8/ 4.3 011 -L11 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1247 1247 2254 .11x0.4 2.8/ 2.8 012 -L11 W10 46.31 44.25 1- LL1- 1/4x.109 0.261 0.247z 2653 3841 7819 461 667 2148 .11x1.2 3.6/ 4.1 012 -L13 W9 46.31 44.25 1 -LL1- 1/2x.125 0.359 0.296z 797 1153 10781 2653 3841 4274 .13x1.0 3.8/ 4.3 013 -L13 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1227 1227 2254 .11x0.4 2.8/ 2.8 014 -L13 W8 46.31 44.25 1 -LL1- 1/4x.109 0.261 0.247z 3267 4729 7819 1133 1640 2148 .11x1.5 3.6/ 4.1 014 -L15 W7 46.31 44.25 1 -LL1- 3/4x.125 0.422 0.347z 1469 2126 12656 4200 6081 6359 .13x1.6 4.1/ 4.6 015 -L15 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1188 1188 2254 .11x0.4 2.8/ 2.8 016 -L15 W6 46.31 44.25 1- LL1- I /ix.IUy 0.315 0.19' /z 5133 /432 94b4 1505 26.1.3 3' /' /1 .11x2.3 4.13/ 4.3 016 -L17 W5 46.31 44.25 1- LL2x2x.156 0.600 0.3962 2141 3099 17990 6067 8783 10531 .16x1.9 4.3/ 4.8 017 -L17 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1129 1129 2254 .11x0.3 2.8/ 2.8 018 -L17 W4 46.31 44.25 1 - LL1 1/2x.125 0.359 0.296z 7000 10134 10781 2477 3586 4274 .13x2.7 3.8/ 4.3 U18 -L19 W3 44.35 42.74 1- LL2 - 1/2x.188 0.905 0.495z 2964 4144 27140 8253 11541 12352 .19x2.1 4.7/ 5.2 019 -L19 V1 38.21 38.90 1- LL1- 1/4x.109 0.261 0.247z 1038 1321 7819 1672 2128 2779 .11x0.7 3.3/ 3.7 U20 -L19 W2R 68.60 83.78 2- LL2x2x.156 1.199 0.396z 9826 26932 35980 4002 10968 15862 .16x5.8 9.2/ 9.2 • 1 • Valley Joist East Page 14 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: J5 4 - 32LH320/215/ -126 x 59'10.375 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP / #1L Tag 6.000 5.000 Y 80.000 Opp 6.000 5.000 Y E 0' 2.500 80.000 Uniform Live load 215 # /ft full length Uniform NtuP load -126 # /ft full length Uniform TSJI load 320 # /ft full length Uniform Dead load 105 # /ft full length Uniform NtuP load -105 # /ft from 52'7 -3/8" to 59'8 -3/8" TC conc loads: Load Spacing Location Point Type 2500 51'3 -1/4 51'3 -1/4 U18 WIND 8'7 -1/8 See bridging clip location schedule. End loads: TSJI NtuP Dead Live SNOW RSRV EQUK WIND Left TC axial load: 0.0 0.0 0.0 0.0 0.0 0.0 6.9 2.8 Ki Right TC axial load: 0.0 0.0 0.0 0.0 0.0 0.0 6.9 2.8 Ki 32.000 in Deep 714.375 in Design length 2381 # Minimum Shear 30.691 in Effective Depth 989 in4 Ix 0 in4 Minimum Ix 27.500 in Clear Depth L/ 337 Live Defl L/ 227 SJI Defl 1701105 in- #Moment 1.000 in Chord gap 1.477 in Camber G4.000 in Interior Panel 50.594 in Lea End 50.594 in Right End 10 Web Vees 9525 # SJI reaction 9525 # SJI reaction 3878 # Total weight 0.000 in Opp TCX Defl Top Chord: 2- LL2- 1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Bridg < 245" Ix= 1.406 Iy= 4.924 Rx = 0.769 Ry = 1.440 Rz = 0.491 Center: L = 32.000 P = -54982 Pax= -58262 M = 1138 2 Fillers Tag end panl: L = 50.594 P = -22493 Paz= -29961 M = 4750 No Filler First point: P = -22493 Pa = -64125 M = 7564 Chord shear: V = 7501 C = 33628 fv = 6001 fc = 14159 f = 9281 Bearing seats: Tag End LLV4X3X.375 Weld 2.57" Opposite End LLV4X3X.375 Weld 2.63" Bot Chord: 2- LL2x2x.250 A = 1.875 Y = 0.592 Fy = 50000 Q = 1.000 Ix= 0.695 Iy= 2.930 Rx = 0.609 Ry = 1.250 Rz = 0.391 Center: L = 64.000 P = 55426 Pa = 56250 Chord shear: V = 8850 T = 26955 fv = 8850 ft = 14376 f = 11402 (. Valley Joist East Page 15 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 • Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: J5 4 - 32LH320/215/ -126 x 59'10.375 Special Crimped angle Parallel chord Longspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) J..ocation Efl giouq in Me..mher in2 in lhq the lhs lh.q lhs 1h.s Length Top /Bottm U0 -L1 W2L 68.52 83.82 2 -LL1- 3/4x.145 0.973 0.346z 8850 24171 29188 3529 9638 9880 .15x5.6 9.5/ 6.7 01 -L1 V1 41.76 41.15 1 -LL1- 1/4x.109 0.261 0.247z 531 712 7819 1433 1921 2484 .11x0.6 3.4/ 3.2 U2 -L1 W3 37.07 38.47 1- LL2- 1/2x.188 0.905 0.495z 2998 3757 27140 7501. 9401 14190 .19x1.7 4.5/ 4.2 U2 -L3 W4 46.20 44.34 1- LL1- 1/2x.109 0.315 0.297z 6400 9246 9454 2564 3705 3757 .11x2.9 3.8/ 3.6 U3 -L3 V2 0.00 30.69 1- LL1x1x.109 0.206 0.196z 336 336 6184 1021 1021 2236 .11x0.3 2.8/ 2.3 U4 -L3 W5 46.20 44.34 1 -LL1- 3/4x.156 0.522 0.345z 2228 3219 15650 5547 8013 8065 .16x1.7 4.1/ 3.9 U4 -L5 W6 46.20 44.34 1 -LL1- 1/2x.109 0.315 0.297z 4693 6780 9454 1892 2734 3757 .11x2.1 3.8/ 3.6 05 -L5 V2 0.00 30.69 1- LL1x1x.109 0.206 0.196z 336 336 6184 1075 1075 2236 .11x0.3 2.8/ 2.3 U6 -L5 W7 46.20 44.34 1 -LL1- 3/4x.125 0.422 0.347z 1556 2248 12656 3840 5548 6345 .13x1.5 4.1/ 3.9 U6 . -L7 W8 46.20 44.34 1 -LL1- 1/4x.109 0.261 0.247z 2987 4315 7819 1220 1763 2139 .11x1.3 3.6/ 3.4 U7 -L7 V2 0.00 30.69 1- LL1x1x.109 0.206 0.196z 336 336 6184 1110 1110 2236 .11x0.3 2.8/ 2.3 U8 -L7 W9 46.20 44.34 1 -LL1- 1/2x.109 0.315 0.297z 884 1277 9454 2381 3440 3757 .11x1.1 3.8/ 3.6 U8 -L9 W10 46.20 44.34 1 -LL1- 1/4x.109 0.261 0.247z 2381 3440 7819 548 792 2139 .11x1.1 3.6/ 3.4 U9 •-L9 V2 0.00 30.69 1- LL1x1x.109 0.206 0.196z 336 336 6184 1128 1128 2236 .11x0.3 2.8/ 2.3 010 -L9 Wil 46.20 44.34 1- LL1- 1/2x.109 0 315 0.297z 270 390 9454 2381 3440 3757 .11x1.1 3.8/ 3.6 U10 -L11 W11 46.20 44.34 1 -LL1- 1/2x.109 0.315 0.297z 270 390 9454 2381 3440 3757 .11x1.1 3.8/ 3.6 011 -L11 V2 0.00 30.69 1- LL1x1x.109 0.206 0.196z 336 336 6184 1128 1128 2236 .11x0.3 2.8/ 2.3 012 -L11 W10 46.20 44.34 1 -LL1- 1/4x.109 0.261 0.247z 2381 3440 7819 460 664 2139 .11x1.1 3.6/ 3.4 012 -L13 W9 46.20 44.34 1 -LL1- 1/2x.109 0.315 0.297z 796 1150 9454 2381 3440 3757 .11x1.1 3.8/ 3.6 013 -L13 V2 0.00 30.69 1- LL1x1x.109 0.206 0.196z 336 336 6184 1110 1110 2236 .11x0.3 2.8/ 2.3 -- U14 -L13 W8 46.20 44.34 1 -LL1- 1/4x.109 0.261 0.247z 2987 4315 7819 1132 1635 2139 .11x1.3 3.6/ 3.4 014 -L15 W7 46.20 44.34 1 -LL1- 3/4x.125 0.422 0.347z 1468 2120 12656 3840 5548 6345 .13x1.5 4.1/ 3.9 015 -L15 V2 0.00 30.69 1- LL1x1x.109 0.206 0.196z 336 336 6184 1075 1075 2236 .11x0.3 2.8/ 2.3 U16 -L15 WG 46.20 44.,14 1 -LL1 -1 /2x.109 0.315 0.297z 4693 6780 9454 1804 2606 3757 .11x2.] 1.8/ 1 6 016 -L17 W5 46.20 44.34 1 -LL1- 3/4x.156 0.522 0.345z 2140 3091 15650 5547 8013 8065 .16x1.7 4.1/ 3.9 017 -L17 V2 0.00 30.69 1- LL1x1x.109 0.206 0.196z 336 336 6184 1029 1029 2236 .11x0.3 2.8/ 2.3 U18 -L17 W4 46.20 44.34 1- LL1- 1/2x.109 0.315 0.297z 6400 9246 9454 2476 3577 3757 .11x2.9 3.8/ 3.6 018 -L19 W3 37.07 38.47 1 -LL2- 1/2x.188 0.905 0.495z 2989 3746 27140 7851 9839 14190 .19x1.8 4.5/ 4.2 019 -L19 V1 41.76 41.15 1 -LL1- 1/4x.109 0.261 0.247z 974 1306 7819 1442 1933 2484 .11x0.6 3.4/ 3.2 U20 -L19 W2R 68.52 83.82 2- LL2x2x.156 1.199 0.396z 8973 24507 35980 3963 10823 15847 .16x5.3 9.2/ 6.6 • ( 1 Valley Joist East Page 16 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: J6 1 - 32LH320/215/ -126 x 59'10.375 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP / #1L Tag 6.000 5.000 Y 80.000 Opp 6.000 5.000 Y E 0' 2.500 80.000 Uniform Live load 215 # /ft full length Uniform NtuP load -126 # /ft full length Uniform TSJI load 320 # /ft full length Uniform Dead load 105 # /ft full length Uniform NtuP load -105 # /ft from 52'7 -3/8" to 59'8 -3/8" TC conc loads: Load Spacing Location Point Type 350 27'3-1/4 9 27'3 -1/4 U9 TSJI, Dead 350 34'0 -1/4 U11A TSJI, Dead 2500 8'711/8 51'3 -1/4 U18 WIND See bridging clip location schedule. End loads: TSJI NtuP Dead Live SNOW RSRV EOUK WIND Left TC axial load: 0.0 0.0 0. 0.0 0.0 0.0 6.9 2.8 Ki Right TC axial load: 0.0 0.0 0.0 0.0 0.0 0.0 6.9 2.8 Ki 32.000 in Deep 714.375 in Design length 2469 # Minimum Shear 30.566 in Effective Depth 1112 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/ 379 Live Defl L/ 241 SJI Defl 1811935 in- #Moment 1.000 in Chord gap 1.477 in Camber 64.000 in Interior Panel 50.594 in Left End 50.594 in Right End 10 Web Vees 9867 # SJI reaction 9883 # SJI reaction 1057 # Total weight 0.000 in Opp TCX Defl Top Chord: 2- LL2- 1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Bridg < 245" Ix= 1.406 Iy= 4.924 Rx = 0.769 Ry = 1.440 Rz = 0.491 Center: L = 14.937 P = -59258 Pax= -66494 M = 47 5 Fillers Tag end panl: L = 50.594 P = -23457 Paz= -29961 M = 4750 No Filler First point: P = -23457 Pa = -64125 M = 7564 Chord shear: V = 7843 C = 35255 fv = 6274 fc = 14844 f = 9719 Bearing seats: Tag End LLV4X3X.375 Weld 2.66" Opposite End LLV4X3X.375 Weld 2.72" Bot Chord: 2- LL2 - 1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Ix= 1.406 Iy= 4.924 Rx = 0.769 Ry = 1.440 Rz = 0.491 Center: L = 64.000 P = 59280 Pa = 71250 Chord shear: V = 9192 T = 28197 fv = 7354 ft = 11872 f = 9451 Valley Joist East Page 17 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: J6 1 - 32LH320/215/ -126 x 59'10.375 Special Crimped angle Parallel chord Longspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top /Bottm UO -L1 W2L 68.60 83.78 2 -LL1- 3/4x.145 0.973 0.346z 9192 25194 29188 3529 9673 9891 .15x5.9 9.5/ 9.5 U1 -L1 V1 41.88 41.05 1 -LL1.1 /4x.109 0.261 0.247z 531 714 7819 1436 1929 2495 .11x0.6 3.4/ 3.8 U2 -L1 W3 37.18 38.37 1 -LL2 -1 /2x.188 0.905 0.495z 2998 3763 27140 7843 9844 14231 .19x1.8 4.5/ 4.8 U2 -L3 W4 46.31 44.25 1- LL1- 1/2x.125 0.359 0.296z 6742 9760 10781 2564 3712 4274 .13x2.6 3.8/ 4.3 U3 -L3 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1030 1030 2254 .11x0.3 2.8/ 2.8 U4 -L3 W5 46.31 44.25 1- LL2x2x.156 0.600 0.396z 2228 3226 17990 5888 8525 10531 .16x1.8 4.3/ 4.8 04 -L5 W6 46.31 44.25 1 -LL1- 1/2x.109 0.315 0.297z 5035 7289 9454 1892 2740 3771 .11x2.3 3.8/ 4.3 05 -L5 V2 0 00 30.57' 1- LL1x1x.109 0.206 0.196z 336 336 6184 1087 1087 2254 .11x0.3 2.8/ 2.8 U6 -L5 W7 46.31 44.25 1 -LL1- 3/4x.125 0.422 0.347z 1556 2253 12656 4182 6054 6359 .13x1.6 4.1/ 4.6 U6 -L7 W8 46.31 44.25 1 -LL1- 1/4x.109 0.261 0.247z 3328 4819 7819 1220 1767 7148 .11x1.5 3.6/ 4.1 U7 -L7 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1126 1126 2254 .11x0.3 2.8/ 2.8 U8 -L7 W9 46.31 44.25 1 -LL1- 1/2x.109 0 315 0.297z 884 1280 9454 2475 3583 3771 .11x1.1 3.8/ 4.3 08 -L9 W10L 46.31 44.25 1- LL1- 1/4x.109 0.261 0.247z 2469 3574 7819 548 794 2148 .11x1.1 3.6/ 4.1 U9 . -L9 V2 0.00 30.57 1- LL1xlx.109 0.206 0.196z 336 336 6184 1498 1498 2254 .11x0.5 2.8/ 2.8 U10 -L9 W11 46.31 44.25 1 -LL1- 1/2x.109 0.315 0.297z 275 398 9454 2469 3574 3771 .11x1.1 3.8/ 4.3 U10 -L11 Wil 46.31 44.25 1- LL1- 1/2x.109 0.315 0.297z 265 384 9454 2469 3574 3771 .11x1.1 3.8/ 4.3 011 -L11 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 258 258 6184 948 948 2254 .11x0.3 2.8/ 2.8 U11A -L11 V3 29.17 35.01 1- LL1- 1/4x.109 0.261 0.247z 168 192 7819 1035 1186 3429 .11x0.4 3.1/ 3.4 012 -L11 W10R 46.31 44.25 1 -LL1- 1/4x.109 0.261 0.247z 2469 3574 7819 549 795 2148 .11x1.1 3.6/ 4.0 012 -L13 W9 46.31 44.25 1 -LL1- 1/2x.109 0.315 0.297z 796 1152 9454 2492 3607 3771 .11x1.1 3.8/ 4.3 013 -L13 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1127 1127 2254 .11x0.3 2.8/ 2.8 014 -L13 W8 46.31 44.25 1 -i.L1- 1/4x.109 0.261 0.247z 3345 4043 7819 1132 1639 2148 .11x1.5 3.6/ 4.1 U14 -L15 W7 46.31 44.25 1 -LL1- 3/4x.125 0.422 0.347z 1468 2125 12656 4198 6078 6359 •.13x1.6 4.1/ 4.6 015 -L15 V2 0.00 30.67 1- Li.lx1x.109 0.:106 0.1968 336 336 6104 1007 1007 2254 .11s0.3 2.0/ 2.0 016 -L15 W6 46.31 44.25 1- LL1- 1/2x.109 0.315 0.297z 5052 7314 9454 1804 2611 3771 .11x2.3 3.8/ 4.3 U16 -L17 W5 46.31 44.25 1- LL2x2x.156 0.600 0.396z 2140 3098 17990 5905 8549 10531 .16x1.8 4.3/ 4.8 017 -L17 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1037 1037 2254 .11x0.3 2.8/ 2.8 018 -L17 W4 46.31 44.25 1- LL1- 1/2x.125 0.359 0.296z 6758 9785 10781 2476 3584 4274 .13x2.6 3.8/ 4.3 018 -L19 W3 37.18 38.37 1- LL2 - 1/2x.188 0.905 0.495z 2989 3752 27140 8209 10304 14232 .19x1.8 4.5/ 4.8 U19 -L19 V1 41.88 41.05 1- LL1- 1/4x.109 0.261 0.247z 974 1308 7819 1446 1942 2495 .11x0.6 3.4/ 3.8 U20 -L19 W2R 68.60 83.78 2- LL2x2x.156 1.199 0.396z 9332 25576 35980 3963 10862 15862 .16x5.5 9.2/ 9.2 Valley Joist East Page 18 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: J7 2 - 32LH320/215/ -126 x 59'10.375 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP / #1L Tag 6.000 5.000 Y 2 0' 3.750 80.000 Opp 6.000 5.000 Y E 0' 2.500 80.000 Uniform Live load 215 # /ft full length Uniform NtuP load -126 # /ft full length Uniform TSJI load 320 # /ft full length Uniform Dead load 105 # /ft full length Uniform NtuP load -105 # /ft from 52'7 -3/8" to 59'8 -3/8" TC conc loads: Load Spacing Location Point Type 350 27'3-1/4 9 2 -1/4 U9 TSJI, Dead 350 34'0 -1/4 U11A TSJI, Dead 2500 8 , 7 1 1 / 8 51'3 -1/4 U18 WIND See bridging clip location schedule. End loads: TSJI NtuP Dead Live SNOW RSRV EQUK WIND Left TC axial load: 0.0 0.0 0.0 0.0 0.0 0.0 6.9 2.8 Ki Right TC axial load: 0.0 0.0 0.0 0.0 0.0 0.0 6.9 2.8 Ki 32.000 in Deep 714.375 in Design length 2469 # Minimum Shear 30.566 in Effective Depth 1112 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Dcpth L/ 379 Live Defl L/ 241 SJI Defl 1811935 in- #Moment 1.000 in Chord gap 1.477 in Camber 64.000 in Interior Panel 50.594 in Left End 50.594 in Right End 10 Web Vees 9867 # SJI reaction 9883 # SJI reaction 2206 # Total weight 0.000 in Opp TCX Defl Top Chord: 2 -LL2- 1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Bridg < 245" Ix= 1.406 Iy= 4.924 Rx = 0.769 Ry = 1.440 Rz = 0.491 Center: L = 14.937 P = -59258 Pax= -66494 M = 47 5 Fillers Tag end panl: L = 50.594 P = -23457 Paz= -29961 M = 4750 No Filler First point: P = -23457 Pa = -64125 M = 7564 Chord shear: V = 7843 C = 35255 fv = 6274 fc = 14844 f = 9719 Bearing seats: Tag End LLV4X3X.375 Weld 2.66" Opposite End LLV4X3X.375 Weld 2.72" Bot'Chord: 2- LL2 - 1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Ix= 1.406 Iy= 4.924 Rx = 0.769 Ry = 1.440 Rz = 0.491 Center: L = 64.000 P = 59280 Pa = 71250 Chord shear: V = 9192 T = 28197 fv = 7354 ft = 11872 f = 9451 (.' '' • Valley Joist East Page 19 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: J7 2 - 32LH320/215/ -126 x 59'10.375 Special Crimped angle Parallel chord Longspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top /Bottm UO -L1 W2L 68.60 83./8 2 -LL1- 3/4x.145 0.973 0.346z 9192 25194 29188 3529 9673 9891 .15x5.9 9.5/ 9.5 01 -L1 V1 41.88 41.05 1 -LL1 1/1)c.109 0.261 0.247z 531 714 7819 1436 1929 2495 .11x0.6 3.4/ 3.8 U2 -L1 W3 37.18 38.37 1 -LL2 -1 /2x.188 0.905 0.495z 2998 3763 27140 7843 9844 14231 .19x1.8 4.5/ 4.8 U2 -L3 W4 46.31 44.25 1- LL1- 1/2x.125 0.359 0.296z 6742 9760 10781 2564 3712 4274 .13x2.6 3.8/ 4.3 U3 -L3 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1030 1030 2254 .11x0.3 2.8/ 2.8 U4 -L3 W5 46.31 44.25 1- LL2x2x.156 0.600 0.396z 2228 3226 17990 5888 8525 10531 .16x1.8 4.3/ 4.8 U4 -L5 W6 46.31 44.25 1 -LL1- 1/2x.109 0.315 0.297z 5035 7289 9454 1892 2740 3771 .11x2.3 3.8/ 4.3 05 -L5 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1087 1087 2254 .11x0.3 2.8/ 2.8 U6 -L5 W7 46.31 44.25 1 -LL1- 3/4x.125 0.422 0.347z 1556 2253 12656 4182 6054 6359 .13x1.6 4.1/ 4.6 U6 -L7 W8 46.31 44.25 1 -LL1- 1/4x.109 0.261 0.247z 3328 4819 7819 1220 1767 2148 .11x1.5 3.6/ 4.1 U7 ' -1,7 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1126 1126 2254 .11x0.3 2.8/ 2.8 U8 -L7 W9 46.31 44.25 1 -LL1- 1/2x.109 0.315 0.297z 884 1280 9454 2475 3583 3771 .11x1.1 3.8/ 4.3 U8 -L9 W1OL 46.31 44.25 1 -LL1- 1/4x.109 0 261 0.247z 2469 3574 7819 548 794 2148 .11x1.1 3.6/ 4.1 U9 -L9 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1498 1498 2254 .11x0.5 2.8/ 2.8 U10 -L9 Wll 46.31 44.25 1- LL1- 1/2x.109 0.315 0.297z 275 398 9454 2469 3574 3771 .11x1.1 3.8/ 4.3 U10 -L11 W1l 46.31 44.25 1 -LL1- 1/2x.109 0.315 0.297z 265 384 9454 2469 3574 3771 .11x1.1 3.8/ 4.3 011 -L11 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 258 258 6184 948 948 2254 .11x0.3 2.8/ 2.8 U11A -L11 V3 29.17 35.01 1 -LL1- 1/4x.109 0.261 0.247z 168 192 7819 1035 1186 3429 .11x0.4 3.1/ 3.4 012 -L11 W1OR 46.31 44.25 1 -LL1- 1/4x.109 0.261 0.247z 2469 3574 7819 549 795 2148 .11x1.1 3.6/ 4.0 012 -L13 W9 46.31 44.25 1 -LL1- 1/2x.109 0.315 0.297z 796 1152 9454 2492 3607 3771 .11x1.1 3.8/ 4.3 U13 -L13 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1127 1127 2254 .11x0.3 2.8/ 2.8 014 -L13 W8 46.31 44.25 1 -LL1- 1/4x.109 0.261 0.247z 3345 4843 7819 1132 1639 2148 .11x1.5 3.6/ 4.1 U14 -L15 W7 46.31 44.25 1 -LL1- 3/4x.125 0.422 0.347z 1468 2125 12656 4198 6078 6359 .13x1.6 4.1/ 4.6 015 -L15 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 10R7 1n57 7.754 11vn 3 7.8/ 2.8 016 -L15 W6 46.31 44.25 1 -LL1- 1/2x.109 0.315 0.2 /2 5052 7314 9454 1804 2611 3771 .11x2.3 3.8/ 4.3 U16 -L17 W5 46.31 44.25 1- LL2x2x.156 0.600 0.396z 2140 3098 17990 5905 8549 10531 .16x1.8 4.3/ 4.8 017 -L17 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1037 1037 2254 .11x0.3 2.8/ 2.8 018 -L17 W4 46.31 44.25 1 -LL1- 1/2x.125 0.359 0.296z 6758 9785 10781 2476 3584 4274 .13x2.6 3.8/ 4.3 018 -L19 W3 37.18 38.37 1- LL2 - 1/2x.188 0.905 0.495z 2989 3752 27140 8209 10304 14232 .19x1.8 4.5/ 4.8 019 -L19 V1 41.88 41.05 1 -LL1- 1/4x.109 0.261 0.247z 974 1308 7819 1446 1942 2495 .11x0.6 3.4/ 3.8 U20 -L19 W2R 68 60 83 78 2- LL2x2x.156 1.199 0.396z 9332 25576 35980 3963 10862 15862 .16x5.5 9.2/ 9.2 ,' Valley Joist East Page 20 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: J8 1 - 32LH320/215/ -126 x 60'11.750 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP / #1L Tag 6.000 5.000 Y 80.000 Opp 6.000 5.000 80.000 Uniform Live load 215 # /ft full length Uniform NtuP load -126 # /ft full length Uniform TSJI load 320 # /ft full length Uniform Dead load 105 # /ft full length Uniform NtuP load -105 # /ft from 53'8 -3/4" to 60'11 -3/4" TC conc loads: Load Spacing Location Point Type 350 279 -7/8 27'9 -7/8 U9 TSJI, Dead 350 6'2-3/8 34'0 -1/4 U11A TSJI, Dead 26'11-1/2 See bridging clip location schedule. NO HOLES R.E. REQ'D. IIIIII! End loads: TSJI NtuP Dead Live SNOW RSRV EOUK WIND Left TC axial load: 0.0 0.0 0.0 0.0 0.0 0.0 6.9 0.0 Ki Right TC axial load: 0.0 0.0 0.0 0.0 0.0 0.0 6.9 0.0 Ki 32.000 in Deep 727.750 in Design length 2513 # Minimum Shear 30.566 in Effective Depth 1112 in4 Ix 0 in4 Minimum Ix 27.000 in Clear DepLh T,/ 359 Live Defl L/ 228 Sk l Defl 1879741 in- #Moment 1.000 in Chord gap 1.532 in Camber 64.000 in Interior Panel 53.938 in Left End 53.938 in Right End 10 Web Vees 10048 # SJI reaction 10058 # SJI reaction 1072 # Total weight Top Chord: 2 -LL2- 1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Bridg < 245" Ix= 1.406 Iy= 4.924 Rx = 0.769 Ry = 1.440 Rz = 0.491 Center: L = 21.625 P = -61310 Pax= -63588 M = 482 5 Fillers Tag end panl: L = 53.938 P = -23807 Pax= -44717 M = 5390 Filler Reqd First point: P = -23807 Pa = -64125 M = 8614 Chord shear: V = 7891 C = 37449 fv = 6313 fc = 15768 f = 10100 Bearing seats: Tag End LLV4X3X.375 Weld 2.71" Opposite End LLV4X3X.375 Weld 2.71" Bot.Chord: 2 -LL2- 1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Ix= 1.406 Iy= 4.924 Rx = 0.769 Ry = 1.440 Rz = 0.491 Center: L = 64.000 P = 61498 Pa = 71250 Chord shear: V = 9329 T = 30387 fv = 7463 ft = 12795 f = 9830 0 'u..` Valley Joist East Page 21 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 C ustoerc AUTOZONE, INC. - - - - -- - - ._ m MEMPHIS, TN Project: AUTOZONE #3756 . TIGARD, OR Comments: J8 1 - 32LH320/215/ -126 x 60'11.750 Special Crimped angle Parallel chord Longspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top /Bottm UO -L1 W2L 68.60 83.78 2 -LL1- 3/4x.145 0.973 0.346z 9329 25570 29188 3581 9815 9891 .15x5.9 9.5/ 9.5 (31 -L1 V1 38.21 38.90 1- LL1- 1/4x.109 0.261 0.247z 566 721 7019 1532 1950 2779 .1100.6 3.3/ 3.7 U2 -L1 W3 44.35 42.74 1- LL2- 1/2x.188 0.905 0.495z 3015 4215 27140 7891 11034 12352 .19x2.0 4.7/ 5.2 U2 -L3 W4 46.31 44.25 1 -LL1- 1/2x.125 0.359 0.2962 6745 9765 10781 2563 3711 4274 .13x2.6 3.8/ 4.3 U3 -L3 V2 0.00 30.57 1- 14.,1x1x.109 0.206 0.196z 336 336 6184 1041 1041 2254 .11x0.3 2.8/ 2.8 U4 -L3 W5 46.31 44.25 1- LL2x2x.156 0.600 0.396z 2227 3225 17990 5892 8530 10531 .16x1.8 4.3/ 4.8 U4 -L5 W6 46.31 44.25 1- LL1- 1/2x.109 0.315 0.297z 5038 7294 9454 1891 2738 3771 .11x2.3 3.8/ 4.3 U5 -L5 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1098 1098 2254 .11x0.3 2.8/ 2.8 U6 -L5 W7 46.31 44.25 1 -LL1- 3/4x.125 0.422 0.347z 1555 2252 12656 4185 6059 6359 .13x1.6 4.1/ 4.6 U6 - 1.7 W8 46.31 44.25 1 -LL1- 1/4x.109 0.261 0.247z 3332 4824 7819 1219 1765 2148 .11x1.5 3.6/ 4.1 U7 • -1..7 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1137 1137 2254 .11x0.4 2.8/ 2.8 08 -L7 W9 46.31 44.25 1 -LL1- 1/2x.109 0.315 0.297z 883 1279 9454 2513 3639 3771 .11x1.1 3.8/ 4.3 1.18 -L9 W1OL 46.31 44.25 1 -LL1- 1/4x.109 0.261 0.247z 2513 3639 7819 547 793 2148 .11x1.1 3.6/ 4.1 U9 -L9 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1509 1509 2254 .11x0.5 2.8/ 2.8 010 -L9 W11 46.31 44.25 1 -LL1- 1/2x.109 0.315 0.297z 211 306 9454 2513 3639 3771 .11x1.1 3.8/ 4.3 010 -L1l Wil 46.31 44.25 1- LL1- 1/2x.109 0.315 0.297z 125 180 9454 2513 3639 3771 .11x1.1 3.8/ 4.3 011 -L11 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 222 222 6184 870 870 2254 .11x0.3 2.8/ 2.8 U11A -L11 V3 18.75 32.28 1 -LL1- 1/4x.109 0.261 0.247z 168 177 7819 1067 1127 3917 .11x0.3 3.0/ 3.1 U12 -L11 W1OR 46.31 44.25 1- LL1- 1/4x.109 0.261 0.247z 2513 3639 7819 515 746 7148 11,0 1 1 6/ 4 1 012 -L13 W9 46.31 44.25 1 -LL1- 1/2x.109 0.315 0.297z 797 1153 9454 2513 3639 3771 .11x1.1 3.8/ 4.3 013 -L13 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1138 1138 2254 .11x0.4 2.8/ 2.8 U14 -L13 W8 46.31 44.25 1 -LL1- 1/4x.109 0.261 0.247z 3342 4838 7819 1133 1640 2148 .11x1.5 3.6/ 4.1 014 -L15 W7 46.31 44.25 1 -LL1- 3/4x.125 0.422 0.347z 1469 2126 12656 4195 6073 6359 .13x1.6 4.1/ 4.6 U15 -L15 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 116 61114 'MAR 1098 7754 .11x0 3 2.8/ 2.8 016 -L15 W6 46.31 44.25 1 -LL1- 1/2x.109 0.315 0.297z 5048 7309 9454 1805 2613 3771 .11x2.3 3.8/ 4.3 016 -L17 W5 46.31 44.25 1- LL2x2x.156 0.600 0.396z 2141 3099 17990 5902 8544 10531 .16x1.8 4.3/ 4.8 017 -L17 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1041 1041 2254 .11x0.3 2.8/ 2.8 018 -L17 W4 46.31 44.25 1 -LL1- 1/2x.125 0.359 0.296z 6755 9780 10781 2477 3586 4274 .13x2.6 3.8/ 4.3 018 -L19 W3 44.35 42.74 1 -LL2- 1/2x.188 0.905 0.495z 2964 4144 27140 7901 11048 12352 .19x2.0 4.7/ 5.2 019 -L19 V1 38.21 38.90 1- LL1- 1/4x.109 0.261 0.247z 1038 1321 7819 1532 1950 2779 .11x0.6 3.3/ 3.7 U20 -L19 W2R 68.60 83.78 2- LL2x2x.156 1.199 0.396z 9339 25597 35980 4002 10968 15862 .16x5.5 9.2/ 9.2 • cl I Valley Joist East Page 22 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: J9 1 - 32LH320/215/ -126 x 60'11.750 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP / #1L Tag 6.000 5.000 Y 80.000 Opp 6.000 5.000 80.000 Uniform Live load 215 # /ft full length Uniform NtuP load -126 # /ft full length Uniform TSJI load 320 # /ft full length Uniform Dead load 105 # /ft full length Uniform NtuP load -105 # /ft from 53'8 -3/4" to 60'11 -3/4" See bridging clip location schedule. NO - HOLES R.E. REQ'D. ""III" End loads: TSJI NtuP Dead Live SNOW RSRV EOUK WIND Left TC axial load: 0.0 0.0 0.0 0.0 0.0 0.0 6.9 0.0 Ki Right TC axial load: 0.0 0.0 0.0 0.0 0.0 0.0 6.9 0.0 Ki 32.000 in Deep 727.750 in Design length 2426 # Minimum Shear 30.566 in Effective Depth 1112 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/ 359 Live Defl L/ 241 SJI Defl 1765400 in- #Moment 1.000 in Chord gap 1.532 in Camber 64.000 in Interior Panel 53.938 in Left End 53.938 in Right End 10 Web Vees 9703 # SJI reaction 9703 # SJI reaction 1065 4 Total weight: Top Chord: 2- LL2- 1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Bridg e. 245" Ix- 1.406 Iy= 4.924 Rx - 0.769 Ry = 1.440 Rz = 0.491 Center: L = 32.000 P = -57311 Pax= -58262 M = 1138 2 Fillers Tag end panl: L = 53.938 P = -22926 Paz= -26500 M = 5390 No Filler First point: P = -22926 Pa = -64125 M = 8614 Chord shear: V = 7546 C = 35870 fv = 6037 fc = 15103 f = 9668 Bearing seats: Tag End LLV4X3X.375 Weld 2.61" Opposite End LLV4X3X.375 Weld 2.61" Bot Chord: 2- LL2 - 1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Ix= 1.406 Iy= 4.924 Rx = 0.769 Ry = 1.440 Rz = 0.491 Center: L = 64.000 P = 57757 Pa = 71250 Chord shear: V = 8984 T = 29169 fv = 7187 ft = 12282 f = 9454 • IA" ` Valley Joist East Page 23 V1.89 Job #64002 - By JG 13:06 Entered 10/05/10 Revised 10/05/10 Customer: AUTOZONE, INC. MEMPHIS, TN Project: AUTOZONE #3756 TIGARD, OR Comments: J9 1 - 32LH320/215/ - 126 x 60'11.750 Special Crimped angle Parallel chord Longspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top /Bottm U0 -L1 W2L 68.60 83.78 2 -LL1- 3/4x.145 0.973 0 346z 8984 24624 29188 3581 9815 9891 15x5.7 9.5/ 9.5 U1 -L1 V1 38.21 38.90 1 -LL1- 1/4x.109 0.261 0 247z 566 721 7819 1528 1945 2779 .11x0.6 3.3/ 3.7 U2 -L1 W3 44.35 42.74 1- LL2- 1/2x.188 0.905 0.495z 3015 4215 27140 7546 10552 12352 .19x1.9 4.7/ 5.2 U2 -L3 W4 46.31 44.25 1 -LL1- 1/2x.109 0.315 0.297z 6400 9266 9454 2563 3711 3771 .11x2.9 3.8/ 4.3 U3 -L3 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1033 1033 2254 .11x0.3 2.8/ 2.8 U4 -L3 W5 46.31 44.25 1 -LL1- 3/4x.156 0.522 0.345z 2227 3225 15650 5547 8030 8086 .16x1.7 4.1/ 4.6 U4 -L5 W6 46.31 44.25 1- LL1- 1/2x.109 0.315 0.297z 4693 6795 9454 1891 2738 3771 .11x2.1 3.8/ 4.3 05 -L5 V2 0.00 30.57 1- LL1xlx.109 0.206 0.196z 336 336 6184 1086 1086 2254 .11x0.3 2.8/ 2.8 U6 -L5 W7 46.31 44.25 1 -LL1- 3/4x.125 0.422 0.347z 1555 2252 12656 3840 5559 6359 .13x1.5 4.1/ 4.6 U6 -L7 W8 46.31 44.25 1- T.L1- 1/4x.109 0.261 0.247z 2987 4324 7819 1219 1765 2148 .11x1.3 3.6/ 4.1 U7 ' -L7 V2 0.00 30.57 1- LL1xlx.109 0.206 0.196z 336 336 6184 1122 1122 2254 .11x0.3 2.8/ 2.8 U8 -L7 W9 46.31 44.25 1 -LL1- 1/2x.109 0.315 0.297z 883 1279 9454 2426 3512 3771 .11x1.1 3.8/ 4.3 U8 -L9 W10 46.31 44.25 1 -LL1- 1/4x.109 0.261 0.247z 2426 3512 7819 547 793 2148 .11x1.1 3.6/ 4.1 U9 , -L9 V2 0.00 30.57 1- LL1xlx.109 0.206 0.196z 336 336 6184 1140 1140 2254 .11x0.4 2.8/ 2.8 U10 -L9 W11 46.31 44.25 1 -LL1- 1/2x.109 0.315 0.297z 211 306 9454 2426 3512 3771 .11x1.1 3.8/ 4.3 U10 -L11 W11 46.31 44 25 1 -LL1- 1/2x.109 0.315 0.297z 125 180 9454 2426 3512 3771 .11x1.1 3.8/ 4.3 011 -L11 V2 0.00 30 57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1140 1140 2254 .11x0.4 2.8/ 2.8 012 -L11 W10 46.31 44.25 1 -LL1- 1/4x.109 0.261 0.247z 2426 3512 7819 461 667 2148 .11x1.1 3.6/ 4.1 012 -L13 W9 46.31 44.25 1 -LL1- 1/2x.109 0.315 0.297z 797 1153 9454 2426 3512 3771 .11x1.1 3.8/ 4.3 013 -L13 V2 0.00 30.57 1- LL1xlx.109 0.206 0 196z 336 336 6184 1122 1122 2254 .11x0.3 2.8/ 2.8 U14 -L13 W8 46.31 44.25 1 -LL1- 1/4x.109 0.261 0.247z 2987 4324 7819 1133 1640 2148 .11x1.3 3.6/ 4.1 - 014 -L15 W7 46.31 44.25 1 -LL1- 3/4x.125 0.422 0 347z 1469 2126 12656 3840 5559 6359 .13x1.5 4.1/ 4.6 015 -L15 V2 0.00 30.57 1- LL1xlx.109 0.206 0.196z 336 336 6184 1086 1086 2254 .11x0.3 2.8/ 2.8 U16 -L15 W6 46.31 44.25 1 -LL1- 1/2x.109 0.315 0.297z 4693 6795 9454 11105 2611 1771 .11x2 1 1 $1/ 4 3 U16 -L17 W5 46.31 4.1.25 1- LL1- 3/4x.156 0.522 0.345z 2141 3099 15650 6647 8030 8086 .16x1.7 4.1/ 4.6 U17 -L17 V2 0.00 30.57 1- LL1x1x.109 0.206 0.196z 336 336 6184 1033 1033 2254 .11x0.3 2.8/ 2.8 U18 -L17 W4 46.31 44.25 1- LL1- 1/2x.109 0.315 0.297z 6400 9266 9454 2477 3586 3771 .11x2.9 3.8/ 4.3 U18 -L19 W3 44.35 42.74 1- LL2 - 1/2x.188 0.905 0.495z 2964 4144 27140 7546 10552 12352 .19x1.9 4.7/ 5.2 019 -L19 V1 38.21 38.90 1- LL1- 1/4x.109 0.261 0.247z 1038 1321 7819 1528 1945 2779 .11x0.6 3.3/ 3.7 020 -1.19 w2R 68.60 83.78 2- LL2x2x.156 1.199 0.396z 8984 24624 35980 4002 10968 15862 .16x5.3 9.2/ 9.2