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t <br /> FRAM E REACTIONS mmmmmmmmmmmmSIDEWALL <br /> LEFT EH= 20. 000 (FT) LEFT RS: 2. 000 /12116" ( j SIDEWALL <br /> RIGHT EH= 20. 000 (FT) RIGHT RS: 2. 000 /12 ( 1 t/2" <br /> DISTANCE TO PEAK FROM LEFT SIDE: 41. 500 (FT) * ' -.1.0)::-. <br /> L P R :11 <br /> r I o 1 /2 k' <br /> I 83. 0 I t111 <br /> �' IO <br /> I '�� <br /> .. <br /> HL I I HR _L d r B<- -.4-- <br /> &.. . r <br /> 1 I 11/2„..] I O <br /> VR eL ( 't�'� r * <br /> FRAME LINES (G22305 #1 3: 2 3 4 5 <br /> I BUILDING I COLUMN REACTIONS (KIPS) I SIDEWALL r .�� <br /> LOADS <br /> HL I VL HR I VR <br /> I <br /> I DL I 1. 65 I 3. 00 1. 65 1 3. 16 I <br /> SL I 11. 56 I 17. 42 11. 56 I 19. 19 I BASE: 8" x 1-0" BASE: 8" x 1-0" BASE: 5" x 8" <br /> WLL i -10. 43 I -10. 49 -2. 85 1 -10.50 BOLT <br /> I I -8. 73 I 15. 340 <br /> 5. 344 -18. 73 I 10. 85 I S1 * SEE <br /> FOR ANCOR HOROLT BOLTETTING DIAMETER N © * SEE <br /> FORNANCOHOROBOLTEDIAMETER N S3 * SEE <br /> FOR ANCHOR <br /> BOLT DIAMETER <br /> N <br /> DIA ETER <br /> UBL <br /> UBL I 8. <br /> UBR I 8. 72 I 10. 85 8. 72 I 15. 34 I <br /> SE IL I -o. 95 I -o. 48 1. 01 I 0. 40 I ENDWALL COLUMN REACTIONS REACTIONS FOR WIND LOAD AN CH O� BOLT SCHEDULE <br /> SEIR I a 95 I O. 48 -1. oi I -o. 56 I (DUE TO X-BRACING) <br /> COMB # 1 I 13. 21 I 20. 42 13. 21 I 22. 35 I FRAME LINE O <br /> COMB # 2 I 10. 38 I 18. 34 10. 38 I 14. 01 I MARK QTY. DIA. LEN. A B C PROD. <br /> COMB # 3 I 10. 37 ► 13. 85 10. 37 I 18. 50 I . H (+-) V (+-) �- » <br /> COMB # 4 I -8. 78 I -7. 49 -1. 20 I -7. 34 /�/' DL + LL DL + WL COLLINE(S) FRAME LINESAB3 60 3/1 1'-51/2" 1'-3" 2. 2� 2" <br /> COMB # 5 I -1. 30 I -5. 70 -8. 89 I -7. 38 I <br /> COMB #16 I 0. 70 I 2. 52 2. 66 I 3. 56 I COL. <br /> COMB #17 2. 60 3. 48 0. 64 2. 60 LINE <br /> V HV O OZ ,O3 ,O4 g�O 6 Z 13 - S 52 Ai� 3-3Y4" EXPANDED ANCHOR OR EQUAL <br /> I I ` I ' I <br /> NOTE: Load comb inat i ons l I sted are not comp tete for ® I 1 96 1 . 10 -0 . 84 O O�O'O&O 6 . 2 13 . �o <br /> Foundation design. It may control by doing U 5 . -12 4 . 04 -2 . 4-1 C <br /> additional combinations other than listed. A-307 ANCHOR BOLT <br /> Q 4 69 4 69 -2 . 02 MIN- <br /> L❑AD COMBINATIONS O O (D&C) 2 . 15 . <br /> 41 <br /> j 2 4 . 04 -2 - <br /> B <br /> COMB # 1--> 1. 00 X(DL+ SU C I . ca6 1 . 10 -0 . 84 <br /> COMB # 2--> 1. 00 X(DL+ UBL) <br /> COMB # 3--> 1. 00 X(DL+ UBR) <br /> COMB # 4--> 1. 00 X(DL+ WLL) FRAME LINE 0NUT <br /> COMB # 5--> 1. 00 X(DL+ WLR) <br /> COMB #16--> 1. 00 X(DL+ SE IL) I2 . 01 1 10 -0 . 8-1 A <br /> COMB #17--> 1. 00 X(DL+ SEIR) <br /> " UBL-> 1. OOX SNOW LOAD ON LEFT SLOPE ROOF+ © 5 • 36 3 . 32 -2 . 31 <br /> 0. 50X SNOW LOAD ON RIGHT SLOPE ROOF © 2 40 2 . 23 -0 . 4,1 <br /> UBR-> 1. 00X SNOW LOAD ON RIGHT SLOPE ROOF+ <br /> it 0. 50X SNOW LOAD ON LEFT SLOPE ROOF © 5 . 40 3 . 11 -1 . 10 <br /> BASE PLATE SUMMARY: O 5 . 84 4 . 04 -2 . 52 <br /> L. COL: 8. 00 X 12. 00 X 3/8' ( 4) 3/4' 0 A. B. S F 1 94 1 . 10 -0 . 84 6/f/J 91 <br /> R. COL. 8. 00 X 12. 00 X 3/8' ( 4) 3/4' 0 A. B. ' S <br /> SIDEWALL COLUMN REACTIONS 0 <br /> COL. LINE O �P of wasik� ,2 0 <br /> NOTES: - <br /> 1 . THE POSITIVE DIRECTIONS FOR THE FRAME w <br /> COLUMN REACT IONS ARE : / / DL + LL DL + WL a4CO T �� �z�--G <br /> SUNWARD CORPORATION <br /> HORIZONTAL INWARD DIRECTION TO THE FRAME ` y <br /> BUILDING. LINE H V H V `i:>° Buyer : EMERALD NORTHWEST Drown By: <br /> VERTICAL - UPWARD DIRECTION. `, ;V <br /> 2. FORCES ON FOUNDATION WILL ACT I N THE (3 .3) 0.01 0.81 0 . 65 -0 . 10 23041 //_ Cust. DELTA BAPTIST CHURCH -1-9-99 <br /> OPPOSITE DIRECTION TO THE DIRECTION D .Fctsz �' '% Descr.: 83X84X20 2.00 : 12 Check By: airA <br /> OF THE COLUMN REACTIONS. O _0.01 0.81 0 . 65 1 -0 . 10 SIGNAL G✓ ' Site EVERETT, WA -7' Is.cq <br /> Scale : NONE <br /> LEXPIRES 12-29-99 i P.O. : 022305 SHEET NO. A3 OF 3 <br />