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HomeMy WebLinkAboutBLD93-01274 Final Garage - BLD Permit / Conditions - 7/19/1996 i� MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 N"i• tl M 7 t 1t f � t147 �`� f F 4� t"�. 1!'Y 9 b k3t i r)'3 - f '# ! lif t; 1 f: 1 000 fM i K i[t f. :.t:N ft r! ',ti i 1 11t11t i' W11_L IA14 fit 71.E Y 4,10 1 0 i t I ;•.1 ik !� 9f �tM NM tR T •1 5t' if#b5 tx 9t^+11-fi ! !i' Ili !-fftiaf- i=1,I i,i {.k Itt; 0 F3F! I It fit 1.11 (114tIH1 14,11 tilt 01 1 Yt't 1ik i t1;d 1 t I i .' I i t t14• ► 116;it th �q..It,it11': 1 ;<VI iit,! Alit ik id! !� t - 1mr :•w:.-- �a;•r.r -� r:�,. -�:..:..�z•..n�:-rz :;—.,,,,cl ..-w.�,: t+if 1 t f .. ?i_ttjgf• 1jE11 r yl k E! ca 0 1: 1 IJI , I '. Ifi' 0 1401111 1 t- 1 t i If+ d's I i9 ! 1i1 i,t 1 05.1f t-y I It 0 0 - 0 kIk k= c� it t.t t {: { 1 tt t1 ,f1 s tti• 33 : 1 :il. 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PER1119. floAt limliIA4" I hf- APPRItM Rf t i+Rf NI 11 D106 f A Br 01, 11PT�f fi, ,1 � Ii11ME8 PR Wilt �t/s ftAIt Rill FRNI, rev: #30311i91 1:t)Mi'L.IfiNt.1 10 At IAL"LI) CONt)1 f 11)N:i t ; f(t- IH1-,1) CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING Attic OTHER Groundwork date by date te V b WALLBOARD NAILING D.date by date by Water Line FINAL INSPECTION F� date by date ,G date by fy)(!�,"1 Lc� cb< �C'kLj-> 7,? 4- rl i S to c1e- , C.Z /Yi V� I � I MASON COUNTY ► Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 a I i_.i_t t I IRi 11 fItIII)II o '. .,.;ti• I �±,1�:��. ( f ±olfi rt f. j>1 tiI ! �,t t tif••.. c ;-.r:,ti.•It I I I( �Ge Y !, I it 1 - 1 0 Z Z H U LAJ W p S m N n, , yf \ 94 43 4> y zy "v I. I it Ss I 'off zS ,s it z� 14' S y O 'OI 34' sj I/Z, K s C7 �t co Y I Sf ,e I Z? 0 �� t� o 0 F L7 I � it I2q N A ^I 31 _ Po V' ci ' 1e �I 3L Sts ` I it 11 1 eiT & z 3.5' 10' Q,EL P. F¢-- 30 - 14tiG ypf WA s/f���'� � W �. z x 'z z ~ i E— N Y .c 18311 Q � �p kFcft�p ,� J W CL W z SS�ONAL L,J P. N z Exaiass/ /l 21 .7 N zp W -j U Q N f—V riip PAGE NO. 1 �� * S T A A D - III * Revision 17.Oa * Proprietary Program of * RESEARCH ENGINEERS, Inc. * Date= JUL 7, 1993 * Time= 16:59:43 * * 1. STAAD PLANE 3014U2W2-JUL/23/93 2. 3. 4. 5. * BUILDING 30-14 WITH 10" BASE, 14" DP TRUSS 6. 7. * DESIGN CODE 1991 UNIFORM BLDG CODE 8. * 1992 SUPPLEMENT 9. 10. * DESIGN LOADING: ROOF LL = 25 PSF 11. * WIND = 77MPH 12. * EXPOSURE _ "C" 13. * DEAD LOAD = 5 PSF 14. * SEISMIC ZONE 2 15. 16. * TRUSS SPACING 12 FT. C/C 17. * 18. 19. 20. UNIT FT KIP 21. OUTPUT WIDTH 72 PAL P. 22. PAGE EJECT WAS C 23. JOINT COORDINATES G F 24. 1 0.083 0.5 �� ? 25. 2 0.083 1.5 0.0 7 0.083 11.5 0.0 26. 8 0.083 13.421 z 2 27. 9 1.492 13.919 0.0 15 12.876 17.714 .0 28. 16 14.75 18.338 29. 17 16.624 17.714 0.0 23 28.008 13.919 0.0 30. 24 29.417 13.421 3 . 25 29.417 11.5 0.0 30 29.417 1.5 0.0 all 322. 31 29.417 0.5 33. 33 0.82 2.686 0.0 37 1.031 10.684 0.0 f•>. 34. 38 1.084 12.683 35. 39 3.343 13.462 0.0 44 12.83 16.626 0.0 36. 45 14.75 17.266 37. 46 16.67 16.626 0.0 51 26.157 13.462 0.0 EXPIRcS /j2/ 38. 52 28.416 12.683 39. 53 28.469 10.684 0.0 57 28.68 2.686 0.0 40. 32 .763 .5; 58 28.737 .5; 59 .083 0; 60 .416 0; 61 .75 0 41. 62 .416 .5; 63 28.75 0; 64 29.084 0; 65 29.417 0; 66 29.084 .5 42. MEMBER INCIDENCES 43. 1 1 2 30; 31 32 33 56; 57 2 33 62; 63 2 32 76; 77 9 38 91 44. 92 17 45 105; 106 25 52 111 45. ELEMENT INCI 46. 112 59 1 62 60; 113 60 62 32 61; 114 63 58 66 64; 115 64 66 31 65 47. MEMBER TRUSS 3014U2W2-JUL/23/93 DUMU -- PAGE NO. 2 I 48. 57 TO 111 49. UNIT INCH 50. START USER TABLE 51. TABLE 1 RODS 52. END 53. MEMBER PROPERTIES AMERICAN 54. 1 TO 56 TA LD L25253 SP 0.75 55. 57 TO 111 UPT 1 PIPE5/8" 56. ELEMENT PROPERTIES 57. 112 TO 115 TH .5 58. CONSTANTS 59. E 29000.0 ALL 60. SUPPORT 61. 60 64 PINNED 62. UNIT FT 63. * 64. *____= BASIC LOAD CASES 65. 66. LOADING 1 DL 67. JOINT LOAD 68. 8 TO 24 FY -.12 69. LOADING 2 LL (25PSF) 70. JOINT LOAD 71. 8 TO 24 FY -.60 72. LOADING 3 ASYMM. LL 73. JOINT LOAD 74. 16 TO 24 FY -.75 75. LOADING 4 WIND (20 PSF FROM LEFT) 76. MEMBER LOAD 77. 1 TO 7 UNI GX .192 78. 8 TO 15 UNI Y .216 79. 16 TO 23 UNI Y .168 80. 24 TO 30 UNI GX .120 81. LOADING 5 WIND(INWARD ON WW ROOF) 82. MEMBER LOAD 83. 1 TO 7 UNI GX .192 84. 8 TO 15 UNI Y -.072 85. 16 TO 23 UNI Y .168 86. 24 TO 30 UNI GX .120 87. LOADING 6 SEISMIC #2 (FROM LEFT) 88. JOINT LOAD 89. 8 FX .248 90. 91. *____= STANDARD LOADING COMBINATIONS 92. 93. LOAD COMBINATION 7 DL + LL 94. 1 1 2 1 95. LOAD COMBINATION 8 DL + WIND 96. 1141 97. LOAD COMBINATION 9 DL + WIND(INWARD ON WW ROOF) 98. 1 1 5 1 99. LOAD COMBINATION 10 DL + ASYMM. LL 100. 1 1 3 1 101. LOAD COMBINATION 11 DL + WIND + .5*LL 102. 1 1 4 1 2 .5 103. LOAD COMBINATION 12 DL + WIND(INWARD ON WW ROOF) + .5*LL 104. 1 1 5 1 2 .5 105. LOAD COMBINATION 13 DL + WIND + .5*ASYMM.LL 106. 11413 .5 107. LOAD COMBINATION 14 DL + WIND(INWARD ON WW ROOF) + .5*ASYMM.LL 3014U2W2-JUL/23/93 DUMU -- PAGE NO. 3 * 108. 1 1 5 1 3 .5 109. LOAD COMBINATION 15 DL + .5*WIND + LL 110. 1 1 4 .5 2 1 111. LOAD COMBINATION 16 DL + .5*WIND(INWARD ON WW ROOF) + LL 112. 1 1 5 .5 2 1 113. LOAD COMBINATION 17 DL + .5*WIND + ASYMM.LL 114. 1 1 4 .5 3 1 115. LOAD COMBINATION 18 DL + .5*WIND(INWARD ON WW ROOF) + ASYMM.LL 116. 1 1 5 .5 3 1 117. LOAD COMBINATION 19 DL + SEISMIC 118. 1161 119. LOAD COMBINATION 20 DL + .75(LL + SEISMIC) 120. 1 1 2 .75 6 .75 121. LOAD COMBINATION 21 DL + .75(ASYMM.LL + SEISMIC) 122. 1 1 3 .75 6 .75 123. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 66/ 115/ 2 ORIGINAL/FINAL BAND-WIDTH = 61/ 4 TOTAL PRIMARY LOAD CASES = 6, TOTAL DEGREES OF FREEDOM = 198 SIZE OF STIFFNESS MATRIX = 2970 DOUBLE PREC. WORDS TOTAL REQUIRED DISK SPACE = 0.28 MEGA-BYTES ++ PROCESSING ELEMENT STIFFNESS MATRIX. 16:59:50 ++ PROCESSING GLOBAL STIFFNESS MATRIX. 16:59:53 ++ PROCESSING TRIANGULAR FACTORIZATION. 16:59:54 ++ CALCULATING JOINT DISPLACEMENTS. 16:59:55 ++ CALCULATING MEMBER FORCES. 16:59:57 124. LOAD LIST 7 TO 21 125. PRINT SUPPORT REACTIONS LIST 7 TO 21 3014U2W2-JUL/23/93 DUMU -- PAGE NO. 4 * SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = PLANE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 60 7 1.30 0.00 0.00 0.00 0.00 8 -2.54 2.82,> 0.00 0.00 0.00 0.00 9 -2.78 -0.42 0.00 0.00 0.00 0.00 10 0.96 2.63 0.00 0.00 0.00 0.00 11 -2.00 -0.27 0.00 0.00 0.00 0.00 12 -2.24 2.13 0.00 0.00 0.00 0.00 13 -2.17 -2.02 0.00 0.00 0.00 0.00 14 -2.41 0.39 0.00 0.00 0.00 0.00 15 -0.08 4.20 0.00 0.00 0.00 0.00 16 -0.20 5.40 0.00 0.00 0.00 0.00 17 -0.42 0.70 0.00 0.00 0.00 0.00 18 -0.54 1.91 0.00 0.00 0.00 0.00 19 0.08 0.90 0.00 0.00 0.00 0.00 20 0.92 4.76 0.00 0.00 0.00 0.00 21 0.67 2.14 0.00 0.00 0.00 0.00 64 7 -1.30 6.12 0.00 0.00 0.00 0.00 8 -1.25 -0.77 0.00 0.00 0.00 0.00 9 -2.43 1.05 0.00 0.00 0.00 0.00 10 -0.96 6.16 0.00 0.00 0.00 0.00 11 1 Z9 1.78 0.00 0.00 0.00 0.00 12 (2.9 3.60 0.00 0.00 0.00 0.00 13 -I 62 1.80 0.00 0.00 0.00 0.00 14 -2.80 3.62 0.00 0.00 0.00 0.00 15 -1.81 5.23 0.00 0.00 0.00 0.00 16 -2.40 6.13 0.00 0.00 0.00 0.00 17 -1.48 5.27 0.00 0.00 0.00 0.00 18 -2.07 6.18 0.00 0.00 0.00 0.00 19 -0.33 1.14 0.00 0.00 0.00 0.00 20 -1.11 4.93 0.00 0.00 0.00 0.00 21 -0.86 4.97 0.00 0.00 0.00 0.00 ************** END OF LATEST ANALYSIS RESULT ************** 126. PRINT MAXFORCE ENVELOPE LIST 1 TO 56 3014U2W2-JUL/23/93 DUMU -- PAGE NO. 5 * MEMBER FORCE ENVELOPE --------------------- ALL UNITS ARE KIP FEET I MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS MEMB FY/ DIST LD MZ/ DIST LD FZ DIST LD MY DIST LD FX DIST LD 1 MAX 0.18 0.00 12 0.06 0.00 16 0.00 0.00 7 0.00 0.00 7 2.91 C 0.00 16 MIN -0.06 1.00 13 -0.05 0.70 8 0.00 1.00 21 0.00 1.00 21 0.40 C 1.00 19 2 MAX 0.21 0.00 9 0.06 2.00 7 0.00 0.00 7 0.00 0.00 7 8.88 C 0.00 9 MIN -0.18 2.00 11 -0.16 1.20 9 0.00 2.00 21 0.00 2.00 21 1.93 T 2.00 10 3 MAX 0.21 0.00 9 0.09 2.00 7 0.00 0.00 7 0.00 0.00 7 13.67 C 0.00 9 MIN -0.18 2.00 11 -0.20 1.00 9 0.00 2.00 21 0.00 2.00 21 4.02 T 2.00 10 4 MAX 0.21 0.00 9 0.11 2.00 7 0.00 0.00 7 0.00 0.00 7 16.97 C 0.00 9 MIN -0.19 2.00 11 -0.23 1.00 9 0.00 2.00 21 0.00 2.00 21 6.35 T 2.00 7 5 MAX 0.17 0.00 11 0.11 0.00 7 0.00 0.00 7 0.00 0.00 7 19.06 C 0.00 9 MIN -0.24 2.00 9 -0.20 0.80 9 0.00 2.00 21 0.00 2.00 21 8.46 T 2.00 7 6 MAX 0.44 0.00 9 0.39 2.00 7 0.00 0.00 7 0.00 0.00 7 20.06 C 0.00 9 MIN -0.16 2.00 7 -0.55 2.00 9 0.00 2.00 21 0.00 2.00 21 10.39 T 2.00 7 7 MAX 0.24 0.00 7 0.39 0.00 7 0.00 0.00 7 0.00 0.00 7 19.84 C 0.00 9 MIN -0.65 1.92 9 -0.55 0.00 9 _ 0.00 1.92 21 0.00 1.92 21 11.44 T 1.92 7 8 MAX 0.75 1.49 8 0.56 1.49 7 0.00 0.00 7 0.00 0.00 7 19.15 C 0.00 9 MIN -0.43 1.49 7 -0.66 1.49 8 0.00 1.49 21 0.00 1.49 21 11.70 T 1.49 7 9 MAX 0.32 0.00 7 0.56 0.00 7 0.00 0.00 7 0.00 0.00 7 18.54 C 0.00 9 MIN -0.51 0.00 8 -0.66 0.00 8 0.00 2.00 21 0.00 2.00 21 5.68 T 2.00 10 3014U2W2-JUL/23/93 DUMU -- PAGE NO. 6 10 MAX 0.23 2.00 8 0.03 1.00 13 0.00 0.00 7 0.00 0.00 7 18.04 C 0.00 12 MIN -0.20 0.00 11 -0.17 1.40 12 0.00 2.00 21 0.00 2.00 21 2.04 T 2.00 10 11 MAX 0.21 2.00 11 0.02 100 13 0.00 0.00 7 0.00 0..00 7 17.91 C 0.00 12 MIN -0.23 0.00 8 -0.19 1.00 12 0.00 2.00 21 0.00 2.00 21 1.29 C 2.00 10 12 MAX 0.21 2.00 11 0.04 1.00 8 0.00 0.00 7 0.00 0.00 7 17.14 C 0.00 16 MIN -0.23 0.00 8 -0.18 1.00 12 0.00 2.00 21 0.00 2.00 21 0.44 T 2.00 8 13 MAX 0.21 2.00 8 0.06 1.00 8 0.00 0.00 7 0.00 0.00 7 17.83 C 0.00 16 MIN -0.22 0.00 11 -0.18 0.60 16 0.00 2.00 21 0.00 2.00 21 2.68 T 2.00 8 14 MAX 0.21 2.00 11 0.10 1.20 8 0.00 0.00 7 0.00 0.00 7 16.99 C 0.00 16 MIN -0.25 0.00 8 -0.30 2.00 7 0.00 2.00 21 0.00 2.00 21 4.27 T 2.00 8 15 MAX 0.28 1.98 8 0.08 0.59 8 0.00 0.00 7 0.00 0.00 7 16.09 C 0.00 7 / MIN -0.24 0.00 15 -0.30 0.00 7 0.00 1.98 21 0.00 1.98 21 5.37 T 1.98 8 16 MAX 0.26 1.98 16 0.07 1.38 8 0.00 0.00 7 0.00 0.00 7 16.09 C 0.00 7 MIN -0.24 0.00 8 -0.30 1.98 7 0.00 1.98 21 0.00 1.98 21 5.39 T 1.98 8 17 MAX 0.19 2.00 8 0.12 0.80 8 0.00 0.00 7 0.00 0.00 7 16.10 C 0.00 7 MIN -0.24 0.00 12 -0.30 0.00 7 0.00 2.00 21 0.00 2.00 21 6.92 T 2.00 8 18 MAX 0.16 2.00 13 0.12 1.00 9 0.00 0.00 7 0.00 0.00 7 14.94 C 0.00 7 MIN -0.18 0.00 9 -0.16 2.00 10 0.00 2.00 21 0.00 2.00 21 8.12 T 2.00 8 19 MAX 0.17 2.00 8 0.14 1.00 9 0.00 0.00 7 0.00 0.00 7 13.73 C 0.00 10 MIN -0.19 0.00 12 -0.16 0.00 10 0.00 2.00 21 0.00 2.00 21 11.22 T 2.00 9 20 MAX 0.17 2.00 8 0.17 1.00 9 0.00 0.00 7 0.00 0.00 7 10.95 C 0.00 10 MIN -0.19 0.00 12 -0.13 0.00 10 0.00 2.00 21 0.00 2.00 21 14.15 T 2.00 9 21 MAX 0.20 2.00 12 0.16 0.80 9 0.00 0.00 7 0.00 0.00 7 6.59 C 0.00 10 3014U2W2-JUL/23/93 DUMU -- PAGE NO. 7 x MIN -0.16 0.00 8 -0.10 2.00 10 0.00 2.00 21 0.00 2.00 21 16.61 T 2.00 9 22 MAX 0.08 2.00 8 0.89 2.00 12 0.00 0.00 7 0.00 0.00 7 0.54 C 0.00 10 MIN -0.61 0.00 12 -0.10 0.00 10 0.00 2.00 21 0.00 2.00 21 20.12 T 2.00 12 23 MAX 0.96 1.49 12 0.89 0.00 12 0.00 0.00 7 0.00 0.00 7 3.18 T 0.00 19 MIN 0.11 0.00 8 -0.36 1.49 12 0.00 1.49 21 0.00 1.49 21 24.58 T 1.49 12 24 MAX -0.07 0.00 19 0.75 1.92 12 0.00 0.00 7 0.00 0.00 7 3.17 T 0.00 19 MIN -0.69 0.00 12 -0.36 0.00 12 0.00 1.92 21 0.00 1.92 21 25.01 T 1.92 12 25 MAX 0.45 2.00 12 0.75 0.00 12 0.00 0.00 7 0.00 0.00 7 2.88 T 0.00 19 MIN -0.03 0.00 8 0.01 2.00 8 0.00 2.00 21 0.00 2.00 21 23.99 T 2.00 12 26 MAX 0.10 2.00 8 0.22 1.40 12 0.00 0.00 7 0.00 0.00 7 2.39 T 0.00 19 MIN -0.17 0.00 12 0.01 0.00 8 0.00 2.00 21 0.00 2.00 21 21.52 T 2.00 12 27 MAX 0.14 2.00 12 0.24 0.80 12 0.00 0.00 7 0.00 0.00 7 1.85 T 0.00 19 MIN -0.12 0.00 8 0.02 2.00 19 0.00 2.00 21 0.00 2.00 21 18.14 T 2.00 12 28 MAX 0.14 2.00 12 0.20 0.80 12 0.00 0.00 7 0.00 0.00 7 1.23 T 0.00 19 MIN -0.11 0.00 8 0.02 2.00 19 0.00 2.00 21 0.00 2.00 21 13.73 T 2.00 12 29 MAX 0.15 2.00 12 0.15 0.80 12 0.00 0.00 7 0.00 0.00 7 0.01 C 0.00 10 MIN -0.11 0.00 8 0.01 2.00 19 0.00 2.00 21 0.00 2.00 21 8.05 T 2.00 12 30 MAX 0.13 1.00 9 0.06 0.00 12 0.00 0.00 7 0.00 0.00 7 2.44 C 0.00 10 _ MIN -0.03 0.00 17 -0.02 1.00 8 0.00 1.00 21 0.00 1.00 21 1.31 T 1.00 8 31 MAX 0.06 0.00 8 0.07 2.19 7 0.00 0.00 7 0.00 0.00 7 5.58 C 0.00 7 MIN -0.05 2.19 7 -0.14 2.19 9 0.00 2.19 21 0.00 2.19 21 6.46 T 2.19 8 32 MAX 0.01 0.00 9 0.08 2.00 7 0.00 0.00 7 0.00 0.00 7 8.49 C 0.00 7 MIN 0.00 2.00 10 -0.17 2.00 9 0.00 2.00 21 0.00 2.00 21 11.57 T 2.00 9 3014U2W2-JUL/23/93 DUMU -- PAGE NO. 8 33 MAX 0.01 0.00 9 0.09 2.00 7 0.00 0.00 7 0.00 0.00 7 11.09 C 0.00 7 MIN -0.01 2.00 7 -0.18 2.00 9 0.00 2.00 21 0.00 2.00 21 15.72 T 2.00 9 34 MAX 0.03 0.00 9 0.15 2.00 7 0.00 0.00 7 0.00 0.00 7 13.35 C 0.00 7 MIN -0.03 2.00 7 -0.24 2.00 9 0.00 2.00 21 0.00 2.00 21 18.46 T 2.00 9 35 MAX 0.09 0.00 7 0.15 0.00 7 0.00 0.00 7 0.00 0.00 7 15.50 C 0.00 7 MIN -0.10 2.00 9 -0.24 0.00 9 0.00 2.00 21 0.00 2.00 21 20.26 T 2.00 9 36 MAX 0.38 0.00 9 0.79 2.00 7 0.00 0.00 7 0.00 0.00 7 16.77 C 0.00 7 MIN -0.41 2.00 7 -0.81 2.00 9 0.00 2.00 21 0.00 2.00 21 20.23 T 2.00 9 37 MAX 0.39 0.00 7 0.79 0.00 7 0.00 0.00 7 0.00 0.00 7 11.02 C 0.00 7 MIN -0.33 2.39 8 -0.81 0.00 9 0.00 2.39 21 0.00 2.39 21 18.87 T 2.39 9 38 MAX 0.07 0.00 9 0.05 0.00 8 0.00 0.00 7 0.00 0.00 7 6.66 C 0.00 10 MIN -0.05 2.00 7 -0.19 2.00 12 0.00 2.00 21 0.00 2.00 21 18.84 T 2.00 9 39 MAX 0.04 0.00 7 0.04 0.00 10 0.00 0.00 7 0.00 0.00 7 2.97 C 0.00 10 MIN -0.03 2.00 8 -0.19 0.00 12 0.00 2.00 21 0.00 2.00 21 17.69 T 2.00 12 40 MAX 0.01 0.00 7 0.01 2.00 8 0.00 0.00 7 0.00 0.00 7 0.36 T 0.00 10 MIN -0.01 2.00 8 -0.17 0.00 12 0.00 2.00 21 0.00 2.00 21 17.50 T 2.00 12 41 MAX 0.02 0.00 7 0.04 2.00 8 0.00 0.00 7 0.00 0.00 7 0.18 T 0.00 8 MIN -0.02 2.00 9 -0.19 2.00 16 0.00 2.00 21 0.00 2.00 21 16.23 T 2.00 12 42 MAX 0.00 0.00 8 0.04 0.00 8 0.00 0.00 7 0.00 0.00 7 1.91 C 0.00 8 MIN -0.03 2.00 16 -0.19 0.00 16 0.00 2.00 21 0.00 2.00 21 16.64 T 2.00 16 43 MAX 0.10 0.00 10 0.07 2.02 8 0.00 0.00 7 0.00 0.00 7 3.31 C 0.00 8 MIN -0.03 2.02 9 -0.29 2.02 7 0.00 2.02 21 0.00 2.02 21 15.67 T 2.02 16 44 MAX 0.01 0.00 8 0.07 0.00 8 0.00 0.00 7 0.00 0.00 7 5.86 C 0.00 8 3014U2W2-JUL/23/93 DUMU -- PAGE NO. 9 * MIN -0.09 2.02 16 -0.29 0.00 7 0.00 2.02 21 0.00 2.02 21 14.69 T 2.02 7 45 MAX 0.02 0.00 7 0.08 2.00 8 0.00 0.00 7 0.00 0.00 7 8.13 C 0.00 9 MIN -0.01 2.00 8 -0.17 2.00 10 0.00 2.00 21 0.00 2.00 21 13.95 T 2.00 10 46 MAX 0.00 0.00 8 0.11 2.00 9 0.00 0.00 7 0.00 0.00 7 11.61 C 0.00 9 MIN -0.03 2.00 16 -0.17 0.00 10 0.00 2.00 21 0.00 2.00 21 12.78 T 2.00 10 47 MAX 0.00 0.00 8 0.13 2.00 9 0.00 0.00 7 0.00 0.00 7 14.65 C 0.00 9 MIN -0.01 2.00 16 -0.15 0.00 10 0.00 2.00 21 0.00 2.00 21 10.03 T 2.00 10 48 MAX 0.00 0.00 8 0.18 2.00 9 0.00 0.00 7 0.00 0.00 7 17.23 C 0.00 9 MIN -0.05 2.00 16 -0.13 0.00 10 0.00 2.00 21 0.00 2.00 21 5.72 T 2.00 10 49 MAX 0.10 0.00 12 0.18 0.00 9 0.00 0.00 7 0.00 0.00 7 21.48 C 0.00 12 MIN 0.01 2.00 19 -0.14 2.00 10 0.00 2.00 21 0.00 2.00 21 0.37 C 2.00 10 50 MAX -0.08 0.00 8 1.20 2.39 12 0.00 0.00 7 0.00 0.00 7 24.53 C 0.00 12 _ MIN -0.53 2.39 16 -0.14 0.00 10 0.00 2.39 21 0.00 2.39 21 3.13 C 2.39 19 51 MAX 0.59 0.00 12 1.20 0.00 12 0.00 0.00 7 0.00 0.00 7 27.71 C 0.00 12 MIN 0.10 2.00 19 -0.03 2.00 10 0.00 2.00 21 0.00 2.00 21 4.09 C 2.00 19 52 MAX -0.02 0.00 19 0.29 2.00 12 0.00 0.00 7 0.00 0.00 7 26.49 C 0.00 12 MIN -0.14 2.00 12 -0.03 0.00 10 0.00 2.00 21 0.00 2.00 21 3.76 C 2.00 19 53 MAX 0.05 0.00 12 0.29 0.00 12 0.00 0.00 7 0.00 0.00 7 23.27 C 0.00 12 MIN 0.01 2.00 19 0.02 2.00 19 0.00 2.00 21 0.00 2.00 21 3.21 C 2.00 19 54 MAX 0.01 0.00 16 0.20 0.00 12 0.00 0.00 7 0.00 0.00 7 19.35 C 0.00 12 MIN 0.00 2.00 8 0.02 2.00 19 0.00 2.00 21 0.00 2.00 21 2.63 C 2.00 19 55 MAX 0.01 0.00 12 0.18 0.00 12 0.00 0.00 7 0.00 0.00 7 14.21 C 0.00 12 MIN 0.00 2.00 10 0.02 2.00 19 0.00 2.00 21 0.00 2.00 21 1.96 C 2.00 19 3014U2W2-JUL/23/93 DUMU -- PAGE NO. 10 * 56 MAX 0.07 0.00 16 0.15 0.00 12 0.00 0.00 7 0.00 0.00 7 7.82 C 0.00 16 MIN 0.01 2.19 19 -0.05 2.19 10 0.00 2.19 21 0.00 2.19 21 1.21 C 2.19 19 ********** END OF FORCE ENVELOPE FROM INTERNAL STORAGE ********** 127. * 128. ****** DESIGN WEB DIAGONALS ****** 129. 130. PARAMETER 131. UNITS INCHES 132. CODE AISC 133. NSF 1.0 ALL 134. FYLD 44.0 ALL 135. RATIO 1.01 ALL 136. *TRACK 1.0 ALL 137. SELECT MEMBER 57 TO 111 3014U2W2-JUL/23/93 DUMU -- PAGE NO. 11 * STAAD-III MEMBER SELECTION - (AISC) ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 57 ST PIP 5/8" PASS COMPRESSION 0.521 7 2.05 C 0.00 0.00 0.00 58 ST PIP 5/8" PASS COMPRESSION 0.502 7 1.91 C 0.00 0.00 0.00 59 ST PIP 5/8" PASS COMPRESSION 0.463 7 1.70 C 0.00 0.00 0.00 60 ST PIP 5/8" PASS COMPRESSION 0.440 7 1.55 C 0.00 0.00 0.00 61 ST PIP 1/2" PASS COMPRESSION 0.945 7 1.31 C 0.00 0.00 0.00 62 ST PIP 1/2" PASS COMPRESSION 0.881 15 1.17 C 0.00 0.00 0.00 63 ST PIP 5/8" PASS COMPRESSION 0.904 9 4.28 C 0.00 0.00 0.00 64 ST PIP 5/8" PASS COMPRESSION 0.592 9 3.07 C 0.00 0.00 0.00 65 ST PIP 1/2" PASS COMPRESSION 0.924 9 2.27 C 0.00 0.00 0.00 66 ST PIP 1/2" PASS COMPRESSION 0.660 9 1.53 C 0.00 0.00 0.00 67 ST PIP 1/2" PASS COMPRESSION 0.533 9 1.16 C 0.00 0.00 0.00 68 ST PIP 1/2" PASS TENSION 0.133 11 0.69 T 0.00 0.00 0.00 "TRIAL FAILS FOR MEMBER 69. FOLLOWING IS LAST RESULT OF TRIAL" 69 ST PIP 7/8" ✓ FAIL TENSION 1.343 9 21.32 T 0.00 0.00 0.00 70 ST PIP 3/4" PASS COMPRESSION 0.667 8 2.95 C 0.00 0.00 0.00 71 ST PIP 3/4" PASS COMPRESSION 0.889 8 3.94 C 0.00 0.00 0.00 72 ST PIP 3/4" PASS COMPRESSION 0.703 8 3.12 C 0.00 0.00 0.00 73 ST PIP 3/4" PASS COMPRESSION 0.616 9 2.73 C 0.00 0.00 0.00 74 ST PIP 3/4" PASS COMPRESSION 0.723 9 3.20 C 0.00 0.00 0.00 75 ST PIP 3/4" PASS COMPRESSION 0.826 9 3.66 C 0.00 0.00 0.00 76 ST PIP 3/4" PASS COMPRESSION 0.974 9 4.23 C 0.00 0.00 0.00 77 ST PIP 3/4" PASS COMPRESSION 0.803 7 6.05 C 0.00 0.00 0.00 78 ST PIP 5/8" PASS COMPRESSION 0.773 7 4.03 C 0.00 0.00 0.00 79 ST PIP 5/8" PASS COMPRESSION 0.682 7 3.55 C 0.00 0.00 0.00 3014U2W2-JUL/23/93 DUMU -- PAGE NO. 12 ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ------------------- 80 ST PIP 5/8" PASS COMPRESSION 0.540 7 2.82 C 0.00 0.00 0.00 81 ST PIP 1/2" PASS COMPRESSION 0.795 7 2.08 C 0.00 0.00 0.00 82 ST PIP 1/2" PASS COMPRESSION 0.623 10 1.63 C 0.00 0.00 0.00 83 ST PIP 1/2" PASS COMPRESSION 0.496 10 1.30 C 0.00 0.00 0.00 84 ST PIP 3/4" PASS TENSION 0.780 7 9.10 T 0.00 0.00 0.00 85 ST PIP 1/2" PASS COMPRESSION 0.876 12 2.29 C 0.00 0.00 0.00 86 ST PIP 1/2" PASS COMPRESSION 0.952 12 2.49 C 0.00 0.00 0.00 87 ST PIP 5/8" PASS COMPRESSION 0.524 16 2.73 C 0.00 0.00 0.00 88 ST PIP 5/8" PASS COMPRESSION 0.632 16 3.29 C 0.00 0.00 0.00 89 ST PIP 5/8" PASS COMPRESSION 0.740 16 3.86 C 0.00 0.00 0.00 90 ST PIP 5/8" PASS COMPRESSION 0.779 16 4.06 C 0.00 0.00 0.00 91 ST PIP 3/4" PASS COMPRESSION 0.834 16 6.28 C 0.00 0.00 0.00 92 ST PIP 5/8" PASS COMPRESSION 0.882 10 1.85 C 0.00 0.00 0.00 93 ST PIP 1/2" PASS TENSION 0.797 12 4.13 T 0.00 0.00 0.00 94 ST PIP 1/2" PASS TENSION 0.832 12 4.31 T 0.00 0.00 0.00 95 ST PIP 1/2" PASS TENSION 0.927 16 4.80 T 0.00 0.00 0.00 96 ST PIP 5/8" PASS TENSION 0.702 16 5.69 T 0.00 0.00 0.00 97 ST PIP 5/8" PASS TENSION 0.864 16 7.00 T 0.00 0.00 0.00 98 ST PIP 5/8" PASS TENSION 0.749 10 6.06 T 0.00 0.00 0.00 **TRIAL FAILS FOR MEMBER 99. FOLLOWING IS LAST RESULT OF TRIAL** 99 ST PIP 7/8" // FAIL COMPRESSION 2.363 12 / 27.53 C 0.00 0.00 0.00 100 ST PIP 1/2" PASS COMPRESSION 0.205 8 0.42 C 0.00 0.00 0.00 101 ST PIP 1/2" PASS TENSION 0.393 12 2.04 T 0.00 0.00 0.00 102 ST PIP 1/2" PASS TENSION 0.420 12 2.18 T 0.00 0.00 0.00 103 ST PIP 1/2" PASS TENSION 0.540 12 2.80 T 0.00 0.00 0.00 3014U2W2-JUL/23/93 DUMU -- PAGE NO. 13 * ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 104 ST PIP 1/2" PASS TENSION 0.665 12 3.45 T 0.00 0.00 0.00 105 ST PIP 1/2" PASS TENSION 0.884 12 4.58 T 0.00 0.00 0.00 106 ST PIP 5/8" PASS COMPRESSION 0.418 16 1.35 C 0.00 0.00 0.00 107 ST PIP 5/8" PASS COMPRESSION 0.483 16 1.63 C 0.00 0.00 0.00 108 ST PIP 5/8" PASS COMPRESSION 0.661 12 2.33 C 0.00 0.00 0.00 109 ST PIP 5/8" PASS COMPRESSION 0.804 12 2.95 C 0.00 0.00 0.00 110 ST PIP 5/8" PASS COMPRESSION 0.986 12 3.75 C 0.00 0.00 0.00 111 ST PIP 3/4" PASS COMPRESSION 0.650 12 4.61 C 0.00 0.00 0.00 ************** END OF TABULATED RESULT OF DESIGN ************** 138. *PRINT MEMBER INFORMATION 139. FINISH *************** END OF STAAD-III *************** **** DATE= JUL 7,1993 TIME= 17: 1:40 **** ********************************************************* * For questions on STAAD-III/ISDS, contact: * RESEARCH ENGINEERS, Inc at * Ph: (714) 974-2500 Fax: (714) 974-4771 ********************************************************* i PROJECT NO SHEET NO Mzq-ZZZ% Sheffield & Schorn Ltd. Structural Engineers — I)f';I(:N I)Alf J6 Luc Z3/q3 PORTION OF STRUCTURE CHECK[n UAII 1B1,D4G, 30-14 @ _L2 c/c 14" o/o TRUSS CODE: 1991 UNIFORM LL = 25 PSF 1992 SUPPLEMENT WIND = 20 PSF SEISMIC # Z - DL = 5 PSF TOP CHORD 1 k1 Cr Tr 8-23 C = I q.I J�K [ 8 ] ( 9 ) 2 . 0 2 . 0 2L' s �2X �Zx 3/ 23.y ZS - BOTTOM CHORD 37-50 c = 2y,S3� [ Sv ] (�z ) 2 . 0 2 . 0 2L' s 13Yx /3 x / 08.7 30.7 T = �6, 0ZK [37 ] ( 5 ) 4 . 0 4 . 0 P-YY Z7 INSIDE LEG C = 2771 K [5-1 ] ( /z ) 2 . 0 2 . 0 2L' s )3 3t 3/& Zcl--,.7 37.7 31-36 C = Z�. Y K [Sz ] ( la ) 51-56 T = Zq'06 K [35] ( 9 ) 4 . 0 4 . 0 f'-YY OUTSIDE LEG 1-7 C = Zp k [ 6 ] ( 9 ) 2 . 0 2 . 0 2L' s /Zx l Zx 3/� ZI Z0, 24-30 T = ZS,oI K [z4 ] ( IZ ) DIAGONALS See Computer Design WIND BRACING p = 20 psf W = O. g x Zo = /Co psf A = IZy 0I H X = I/y.39 P/PURLINS = Zi/g #/EA WAS r' T = 3.OS K ' v = 2. 31 - SHEAR = !. 95 K o kFcrsr�E° do ��NAL EXPIRES /1,2I i Permit No. MASON COUNTY BUILDING PERMIT APPLICATION 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 0�IA PLEASE PRINT #1 Owner u), cL c��_ �z y Phone# yam 7 0 Site Address /eoo /yl I/C/-1.LsW.n Fire District# 5- city ;:g4, ,� k�s� St Zip �R5$y Directions to Job Site �,�s gN �/c. y Ih,Lac MAs J k RJR / M,U MI KKo R-e A t e n ;&P I • I M'I4- 4ZT l.aA 5 - .' Owner Mailing Address City St Zip Lien/Title Holder G(�(lSAin Address Clty St Zip #2 Contractor Name - r)U 1��i�f'1�^ Contractor Reg# Address Expiration Date City St Zip Phone# #3 If septic is located on project site, include records. Connect to Septic?_-,�—Public Water Supply Well �K Connect to Sewer System? Name of System (If residential, proof of potable water is required) #4 Parcel No.1 ? 13 5 - at - J ee 5 n Legal Description o A) A) cW -It� ! 9P 18 (6 5 #5 Building Square Footage: (existing/proposed) 1st FI / 2nd FI / 3rd FI / Loft / Basement / Deck / #bedrooms / #bathrooms / Garage 30 Carport / (Circle: Attached Detache . Other sq. ft. / #6 Use of building Describe work �� #7 Type of Job: New _Add Alt Repair Other #8 MOBILE/MANUFACTURED HOME INFORMATION Mod I1(�ear Make Model X i Width Serial No. drooms # Bathrooms Type of Heat Purchase Price$ #9 Indicate by circling the applicable source if any water is on or adjacent to subject property: �Q River Pond Creek Stream Wetland Lake Marsh Saltwater Seasonal Runoff Other v Show following on the site plan Lot Dimensions Flood Zones Existing Structures Fences Structure Setbacks Driveways Water Lines Shorelines Drainage Plan Topography Septic Systems Wells Proposed Improvements Easements Name of Flanking Street Indicate Directional by (N, S, E, W) Name of Fronting Street in relation to plot plan APPLICANT TO DRAW SITE PLAN BELOW X/L4 APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW i Plumbing Fixtures ($3 each) Fee Mechanical Fixtures ($6 each) No. Toilets CIRCLE FUEL TYPE: Gas, Electric, _Bath Basins Heatpump, Other Bath Tubs No. ni Fees Showers Furn BTU _Hot Water Htr _ Heatpumps _Laundry Washer _ Vent Systems _Sinks _ Spot Vent Fans _Floor Drains No. Boilers/Compressors _Laundry Basins _ HP _Dishwasher No.. Air Handling Units _Disposal _ cfm# _Urinals No.. Fire Protection Systems _Other _ Auto. Fire Alarm Sys 50�00 Fixed Fire Supp. Sys 50.00 Permit Basic Fee 15.00 _ Auto Fire Sprink Sys 25.00 TOTAL PLUMBING $ No. Other Gas Outlets Wood, Gas, Pellet Stove NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COM- MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 15.00 WORK IS SUSPENDED OR ABANDONED FOR A PERIOD TOTAL MECHANICAL $ OF 180 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OF THE ORDINANCE REQUIREMENTS REGU- ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE CONFORMANCE THEREWITH. NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING THE BUILDING DEPARTMENT. DEPARTMENT. X OWNER X BY r DATE `� DATE I — — — FOR OFFICIAL USE ONLY:Accepted by: Date: I„ F 9 �� DEPARTMENTAL REVIEW FOR OFFICE USE ONLY Approved Cond. Hold Approval Planning: 41�5 i Environmental Health: Building Plan Review Occupancy Group: Type of Const: Fire Marshal: Other: Special Conditions: FEES Building Permit Plan Check �v Plumbing Fee Mechanical Fee Wood/Gas/Pellet Stove Radon Monitor Violation Fee Site Inspection Building State Fee Other Other Building Valuation: TOTAL FEE