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Ne_ 04777 T GARFIELD - BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 _ Springs, Colorado 61601 oo"`303) 945 -8212 rr 24250 1SI Maaay 6 k It /c-.. ddress I e of Work KKK M4r,'rfw' f Building cr,, r i y1ractor il 2 h .Date:I ntofPermit: $ dYaA-' f GY tii y fl7 lfJir tix4 Clerk Treas. ry- Office Applicant - Duplicate o DE ITV - i1 GARFIELD COUNTY MAY 2 4 1993 APPLICA FOR BUILDING PERMIT IPERMIT NUMBER Lin 7 AsCABFAtlinfialeNTY please print or type DATE 3 7 -/ ,3 TO BE FILLED OUT BY APPLICAN'PLOT PLAN ADDRESS a i1LT arp 9 I NOTE: Show easements, property line dimensions SUBDIVISION all other structures, specify north, and street FILING #LOT #BLOCK #name. For odd shaped lots, or if space is W TAX SCHEDULE #too small, provide separate plot plan.i4 LEGAL (SEC /TWN /RNG)OF BUILDINGS ON PARCEL e dht Q/-v V r USE OF BUILDINGS NOW ON PARCEL cG NAME w r /e(4_17 - U eye! a o 7--? MAILING_ADDRES.S 4', w p CITY gr f- re)PIIONPC,I/ r+.Nww aril t C/1t_ i: a NAME Z. ADDRESS CITY a NA eau - .5 y/ —O b: ADDRESS I • r CITY S ^ , / /L i i 1L-1` 11 S PHONE LICENSE )6+ lam` o CLASS OF WORK i 0 t'J JEW X ALTERATION ADDITION E'MOLISH REPAIR MOVE ron.ILE HOME (make /model) F. OF BUILDING 676D S.F. OF LOT OF FLOORS I HEIGHT 6 ;;;‘,4- OF FAMILY UNITS BEDROOMS INTENDED USE OF BUILDING ARAGE: SINGLE, DBL CARPORT: SINGLE DBL FRONT PROPERTY LINE l'IREPLACE pDOCUMENTSATTACHEDSTREETNAME /ROAD.NUMBER flyly ATER SUPPLY NA C19./{. e17.CHECK IF CORNER LOT DRIVEWAY PERMIT 5X ^ 's• f, ;,I c DESCRIPTION t OF WORK PLANNED ITE PLAN r Tom`Pc U/O' ' / 9(,r nitea, 40 BUILDING PLANS u_444q, oaf coi7c, fro- k/n(l,d©r SANITARY SEWER CLEARANCE y4//4-I hereby acknowledge that I have read this N SITE SEWAGE DISPOSAL PERMIT No Sew t(-application and the above •.is correct and I TILER DOCUMENTS (specify)agree to comply with all county ordinances and sta laws regu 5i/ building construction 6 6 0 Q /YC Q t'4 SIC, A E FOR OFFICE USE ONLY VALUATION at.o • e o FLOOD HAZARD PERMIT FEE $ QQ,uu, PLAN C1iECK FEE $ S' , .S CERTIFIED BLDG ELEVAT.WN TOTAL FEE 4r, S 0 SCHOOL IMPACT FEE $ SPECIAL CONDITIONS DATE PERMIT ISSUED ZONING DISTRICT PROBLEMS WITH PERMIT TYPE OF OCCUPANCY S— / TYPE OF CONSTRUCTION ADDITIONAL INFORMATION NEEDED S.P. OF BUILDING e S.F. OF LOT MAX. HEIGHT L--- Z-o ^ ROAD CLASS.CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONTS , J,o re OR ENGINEER REAR RIGHT LEFT OFF STREET PARKING SPACES REQUIRED APPROVED:3 fii+T' DU.I ,DING DEPARTMENT' DA 1'F Pi;,1NNI NC; DEPARTMENT DA 7'E fn w Co C J pvi O y O Y I7 W 5 Q Q D 2 LY E "'cn 0 n cc c Q d N Y W co 0 2 ZW U00ZWQuo O O N Q rt c LO Ln J IO W W W 0-2a 0 a CC LU..W z 0 0 o re U 0 II.i\ I o is gii .--14.0 t.....N I, r_r r rtiaaWIN \\ IIIIIP \ fi I : 1 1 a 1a dia ez i CC %% 7 t1k`i'Y y II F 5 y ati sir. - III/,// 1 - \ i F s c, —,yam; ' _ 1 Furl 1 17= 1 . 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Structural Engineers GiS F87", f9/ amino so 0 12 • —0 o/c 25" o/o TRUSS CODE: 1991 UNIFORM LL 40 PSF Ft7 o 1992 SUPPLENENT g ele62WIND20PSF SEISMIC 1 DL 5 ESE TOR CHORD 1 kl Cr Tr C = 413- 1 [ 11] ( lb) 1 . 0 4 .° 2"z'''iII e. 10 T c; cos (3q] ( ) BOTTOM CHORD C = 2 [72 (1) 4.,0 4.o 2L's g)(4.0 ig 57-72 C = 3r,i3[711(12.) T = 3.foo [821 (1,‘D) 0.0 8.o 56i 7 INSIDE LEG C = G*. 71 (lb ) 4.n 1.0 21 '' s x 14 644 7 49 C ot 0 a ( ) ( ) 73 T =551(E3.) 40 4.0 ry 4,, OUTSIDE LEG 119 C =00 [ 7 ](qi ti 1. ni 02, e q# G 40-48 T 44q.94 Ed)c) 1 (16 ) DIAGONALS See Computer Design WIND BRACING p 40 psf W e x2c9 =/C. pst A 34S H = X =j"P/PLIRLINS = f,„,a, 8/EA T = V 7 tc..USE 4 0t.it> , SHEAR = Wevt/I--OPPN MoDir-farD: adz+ 12.5_5/2 9- 0 r c3/4 We/ /tr. 441-M ill , ' 14 7 / / M(rat(7,bz t 9-sm 5, e 1: 6,,o7 3.0 2 b) 2- Ch 77g. M4 9 st / /6orRN?, kt diArfIlAir ME4 q- 5g 61-/2TA yrAiir; 1. r r 16' -10 3/16"m111c0AD18' -5 13/16"1r pN U 0 M x x z a:p 4 zi U 3 n g n fi G fi c G 22'-6 13/16"0 CA; tt 2.4'-5 3/16" CM 7-)Z G nIC I 7 I P it C a N a 0 A n,`QP 11) cll.e A0 r r a--f' I T T+R 1 r 24' -5 3/16' UI 1i.)n 22' -6 13/16" A 1T2 j I t7 4a 9 [ , y aU 5+ 7 70 nlrMNM W Cn J; 1.4 2 N An4 , III R L7 r_-________... i co o X)18'-5 13/16" m m u at1 qaYn2 16' -10 3/16" ON C3 I 4 OST'0N p04SE9202 t ssndl 31JhdIINI PF:rT b 6c /b0 A WOOD SCHEDULE PURCHASED BY CUSTOMER * ** Customer NORDIC INDUSTRIES, INC.Order Number : 388886 Attention CLIFF YARNELL Print Date 10/14/92 THIS WOOD LIST IS SCHEDULED FOR A STANDARD SIZE OPENING. ADJUSTMENTS MAY HAVE TO BE MADE TO SUIT YOUR PARTICULAR DOOR TYPE AND /OR SIZE. GRADE OF LUMBER SHOULD BE NO. 2 OR BETTER * ** 1 - MIRACLE TRUSS MATERIAL PACKAGE 60' WIDE x 120' LONG - 18' EAVE DESCRIPTION QTY SIZE LENGTH Roof Purlins 272 2 X 8 12' 68 2 X 8 14' Side Wall Girts 144 2 X 4 12' 36 2 X 4 14' Open End Wall Girts 52 2 X 4 14' 56 2 X 4 8' Splashboard Treated)16 2 X 8 12' 8 2 X 8 14' 4 2 X 8 6' Fascia 11 2 X 10 12' SUMMARIZED WOOD LISTING PURCHASED BY CUSTOMER * ** Customer NORDIC INDUSTRIES, INC.Order Number : 388886Attention : CLIFF YARNELL Print Date 10/14/92 THIS WOOD LIST IS SCHEDULED FOR A STANDARD SIZE OPENING. ADJUSTMENTS MAY HAVE TO BE MADE TO SUIT YOUR PARTICULAR DOOR TYPE AND /OR SIZE. GRADE OF LUMBER SHOULD BE NO. 2 OR BETTER * ** 1 - MIRACLE TRUSS MATERIAL PACKAGE 60' WIDE x 120' LONG - 18' EAVE Regular Lumber List QTY SIZE LENGTH 56 2 X 4 8' 144 2 X 4 12' 88 2 X 4 14' 272 2 X 8 12' 68 2 X 8 14' 11 2 X 10 12' Treated Lumber Listing QTY SIZE LENGTH 4 2 X 8 6' 16 2 X 8 12' 8 2 X 8 14' This is a summarized list of your wood schedule from the previous page(s).This list is provided for your convenience in ordering lumber.Do NOT order from both the summarized list and the wood schedule. 12'-1"12'-0"i 01/ 2" roe I II'-I I/2"jy 11 40 \ - 4 O b DESIGN 13 BASED ON THE OOP CRITERIA BELOW: ALLOWAaE n IEMNO nraan e a000 rirwapcmeen m mLme ao on !CT'IFA BOLTS AK BOWMAN b OR OMER asa ALLOMASE roonao DETTH a Tt C$TABLl1[D PIIOMT DON MI TIeV\LOCAL AKA. BUT NOT LEM THAN 7-0' STAUCRIPE -1/. 1 /2 COCCI WOOoe LOAD rrA a A.r. ROOF LIVE LOAD YAMS MOE m TO 40p1 t%f++ll N O LI NOOOTB No ovmwa DW EAVES AK COMM° SPANS To a COME= AK SO'AYAS'AB'ATAO' 110112010AL TNWaT TO BE TAKEN BY NAM OR ST MOW-Tr MOM IAN FRAIL Ioew Ale 6-0 a CENTER 12 12'-0"17-0n 17-0"17-0 1 1 it -e• co i 7" is i 1 kil J14. ,u,_af Ih ..o' -11/ 21' t to t 4. I n ,_ a ,.4"u,_6,'1'1 4"r -&"1 17-0 12'-00 12'-0" SETTING PLAN 4 ZD I" i III-&I I a 11' -IV2" en- rr y 12' -d'12' -!" NJD PO # 388886 10/13/92 Nordic Industries, Inc. Yarnell, Cliff 1437 Furneaux Rd Marysville, CA 95901 4i MED I4404015 RAW Man 54OLL IELENE A507 5/ 8" x12" MN. LONG WHH A 4" MIMI 1 l'E ANm Pa13. O 113155 lute titan SHALL I NE A507 3/ 4" x16" MIN. LONG WHH A 4" IMN 11PE »ua PUTS. Zo CI II' -11/2"Hi -8" l 1 1 vr' 12' -I"f 12' -0" II' -8"1I ' 4"11'_B°4 0'ee i1 l 12' -0'12 -0"12'-0" ANCHOR BOLT 9 iz t, / Arav J IL as j9 liiiiii.-----eal '®' 4 LA sr LD I t 1 GZ is CIS Y 4 y 9 110 CO 1 eillI owl rO , 5' V 0 o Zn © n m S V sl 5 6 / 2 J ' 1l1 15 O thCa 6 9 3S' 161 00 Cz zz rU W 7 2 0 N p_ Z9 2 L ]® ® ® 3, 3t - 3yp UGs 3s , J L C>I r, ti I Yi Al YZ 6)3 f I H3 letVCF I C7 ti 'yr 77 tri , IvcIvc z ao 0O4 -" )c1p4 , y g 97 X 0lal v IC r J a I En CI a1 .t.e u 3 ILZ UZH Wce w W n Z F N Z D J 1 WO 4 as 1 ,ii.,... W L . Z d WW 1Z V1 F NY` 0 O W J 4 •`'JU k ":..x:..7 0 F : A St FRAME SYMMETRICAL ABOUT I C. 1 3 14 TOx33.,4'i AIrr--' - - - - \ x1 Wilfro- 531 AC16 _ Cf a-'". 25' INDICATES THE LOCATION OF 1 x 1 x 1g L STRAP t 10.1 e45 DEG. EACH SIDE TO PURLINS OR GIRTS. P = 750 * TENSION /BRACE C N4Cit. N k0xN x N N OJ N Kt 55 10' 60'-6' ItI DESIGN CODE U.B.C. DESIGN LIVE LOAD 40 PSF DESIGN DEAD LOAD 5_.- ..ESL..L, BASIC WIND PRESSURE 20 PSF 1 FRAME SPACING C/C c w MATERIALS - ANGLES 44 KSI H W RODS 44 KSI d BOLTS ASTM A325 EIeIG # 2,15.2 - 76 'DIA SOLID (TYPJ 2JL's 172x 112x315 78 'DIA SULID (TYP.) r iTRUSSDIAGONAL 7 'DIA SOLID (TYP)AE p 12. mt la 1 2 LEG DIAGONAL O 34 'DIA SOLID (TIP) mZ J p N Jc‘i mU S31EIll 18.12 K MI Z SS K SHEAR rn 1 . 4.H2 K(16.74K @ X - HRACDJG W Wi ^ID Z 7.4 K(UPLIFT)i%U N r r ED I Ar Z 0- ate , ,7 s W Z wSf9P3A'4)''N C SCALE' 3/15' =1' -0'WJ J 3 16 F 3.13" I 12 BASE J PLATE PURLIN CLIP 50 10"5 "X3 "X14GA NAIL ISIMA PURLIN SHEET! ID 0 i -BRACE 316 TRUSS fi E r-----E L.A D I O D o., ,1 5 X -BRACE SECTION C -C lih,S IlikECTIOA -AF DETAIL i III A 42Jii / w C , 10.5"G WELD 2X4 SEE CH GIRTS TC L BRACEGIRT-LOCATION DENOT'! SECTION E -E CUP I ON SECTION 5 "X3" X14GA IWELD CHART WEB MIN WELD BRACE DIA THROAT,INCH BRACKET 58'0.185 2 „X 14” I 3"FLAT BAR 1116 0.192 Q A A 34 '0.2 SECTION F -F 1316"0.208 1 78"0.215 N 18 "(HALF) 36" OVERALL 2.74" , 3.13" /7 .375" 5" 7 In i D I t DOUBLE \o o 20'ANGLES z I l 90,000 PSI f w 0 2) SPAN = 24"G PROFILE 111 iV 0 0111\ LOAD = 153 PSF E za BENT ROD WELD (TYP) 1 2 SEE CHART TYP c ita 11 r^ FSTRAIGHT VA ROD Q\ark L BRACE 1 srC;`urit` "::i LOCATION LNOTED > p Wa ON SECT 1 1 3 8" THICK PLATE 34"0 A325 so : VAIL WELD TO L (TYP) TYP N v w • _ o Z a /_ 2L'5 -212 x 2 516 7 o TYP)it U • ART I 2 pi a, 6 N 0 L1 GF In 0 orn J * BTC P10 GF v 11 111TRUSSNI z QCHORDx ANGLES N a n O WELD DESIGN 1-N ai PEAK & EAVE CONNECTION D Z ALL WELDS ARE SYMMETRICAL rN co U Z ABOUT A LE IlI v I- O WELDED TO AI r "w Y- : soMINWELDLEfICQ,Z Q gLENGTH, INCH BR ' ING 3" 1" 1.7 ROD 5 2.0 1 3" ea 1" J 0 2.3 Q I 2.6 SEC G -G SEC B -B SEC D -D v' 3.0 X - BRACE DETAIL EAVE CONNECTION PEAK CONNECTION I W Qu c dUr 2 VI V1 WUWF] 1 Q1— U O U u -ca f o 1.7 U K ceinau ID Z I N ritei 7 Vi 1- V)v.N r F- 0 0 11' -9 12' -0' 1 11' -9 11' -9 +8212'- O' +11' 9 IM/ 7 TO 9/S OF COLUMNS PRA \]H A\ 1 z cTFRAI NfTFC W w DESIGN CODE 194) EDITION OF THE (JIJfFpRMBUIL G_C`DE i z X41 e32 SUPPLEMENT) ca a 2 DESIGN ROOF LIVE LOAD 0 # /W . FT) CRITERIA BASIC WIND SPEED M.P.H. 20 # /SQ T. EXPOSURE CLEF. CIF APPLICABLEJG i SEISMIC ZONE ROOF DEAD LOAD SQ. FT.V, DOUR LOAD 5 it/SQ. FT.14 CODE OF SHALL BE IN ACCORDANCE WITH THE MBMA, METAL PRACTICE BUILDING MANUAL FOUNDATIONS SHALL BE DESIGNED BY A REGISTERED ENGINEER TO Vi SUIT LOCAL SOIL CONDITIONS AND TO SUPPORT THE _. INDICATED VERTICAL AND LATERAL FORCES. MATERIALS STRUCTURAL STEEL SECTIONS ASTM A441 44 KSI YIELD RODS AND FLATS ASTM A36 49 KSI YIELD LIGHT GAUGE METAL ASTM A446 GRADE 3 UP TO .048' THICKNESS ASTM A446 GRADE D OVER r1 048' THICKNESS HIGH STRENGTH BOLTS ASTM A325 WELDING ALL WELDING SHALL BE CARRIED CUT IN ACCORDANCE 4 Tt- WITH THE REQUIREMENTS OF THE A,W.S WELDING CODE BY WELDERS QUALIFIED BY THE PRESCRIBED TESTS CONNECTIONS ALL MEMBERS SHALL BE CONNECTED TC DEVELOP THE FULL TENSILE CAPACITY OF THE MEMBER ZQ LIGHT GAUGE METAL CONNECTIONS SHALL CONFORM TO THE a REQUIREMENTS OF THE AISI COLD FORMED STEEL DESIGN o MANUAL x STABILITY THE LATERAL STABILITY OF TRUSSES AND COLUMNS HAS o a BEEN ASSUMED TO BE PROVIDED BY THE ATTACHED d w SHEETING AND SIDING MATERIALS. ThE METHOD OF.• ATTACHMENT OF THE MATERIALS TO THE STRUCTURE SHALL BE SUFFICIENT TO PRO/IDE THE REQUIRED LATERAL RESTRAINT Li USE TEMPORARY BRACING DURING ERECTION TO ENSURE THAT THE FRAMEWORK IS STABLE, AT ALL TIMES, IN W p EACH DIRECTION UNTIL THE SHEATHING AND SIDING L w HAVE BEEN INSTALLED CK Z I— v Z DRIFT THE LATERAL DISPLACEMENT OF THE BUILDING UNDER U V) ,, WIND LOAD IS H/120 Ie 0 I—ce x .• W QZIL La zJ r, LA f Q, V)04, v LJ J Q CM tY IF A 119' -7' TO O/S OF COLUMNS 1 t 1 1 I PROVIDE PURLIN CONNECTION TO I 1 1 I TRANSFER WINDLDAD FROM ENDWALL P = S # /PURLIN BRACE 3Y DIA, SOLID TYP) F= o•o!GAIIIIITENSION SIDEWALL ELEVATION I I I 1 I 1.I 1 1 f 1 I tl SI_TEWALL ELEVATID\ at 59' -7' 0/0 TRUSS s z C a z Q r twU CrVrW III\W o c III d'N a 00 il Th. tI 1 „ 12'X14'12'X14'12'X14'n 144 O.H.D.D.H.D.D.H.D. V 3 IZ 11 ERENTWALL ELEVATIEN SEESOFS c W o w 171 1 N a U ll 4 I 12'X14'12'X14'12'X14' D,H,D,D.H.D.D "H.D,ti o W u w r z o w¢z a_ w z REARWALL ELEVATI=A SEEr LLI N SCALED 3/32' 1' -0'CC 2 4. 1 4 NIITFS'FRAME SYMMET 1.)FOR GENERAL NOTES SEE SHEET 3 •::= FS ABOUT 2.)DESIGN LL - 40 PSF WIN 20 PSF 3.) * IF CE TER POSYIS LONGER THAN 0'2- C6 -14GA V1 1 as v WOODEN GIRT OWNER @ 2' -0'C ale r_ Wf B 2 ' I I Co r 2 c. 12GA 17 c 13 1.7 N 12'k N N o I I 1 0 0 0 lb U B 1 i; Ill. 3 U 0 1 1 1NNt 6' / i, 5' -6 1/2' I,12' -0'I 6' -1/2' X 60' -2' le 410. r - a_ oZ ri z rU RICAL 1 N in w 9 2 ' e 45'II N fe 1 Q 4C 1 AT 6' -0' C/C r Cg. 2 -14GA n 1 FLAT STRAP V S BY 1 BRACE (TYP)Z C CTYP) 14Gg Lll IC aw. A 4_ 1 Z Z a wr o K J V 0 ittl RI AZ rt 13 13 0 N N l1 I I U cb 0 0 0 Z. U U U S CO I IPr NW 1.-- z U N,.J f ce N Q a 1 Z d 6' -1/2'12' -0'5' -G 1/2'6' •:- I I f = o Q• En N E PAGE NO. 1 X/17 RR******** R* *R *** *R * *R*R* * ** *R *R * * *** ****R* k:R STAAD- III Revision 16.06 Proprietary Program of RESEARCH ENGINEERS, Inc. Date= MAY 10, 1993 Time= 7:22:27 R 1. STAAD PLANE 601605W2- MAY /10/93 2. *3. *4. *5. *BUILDING 60 -18 WITH 10" BASE, 25" DP TRUSS 6. *7. *DESIGN CODE 1991 UNIFORM BLDG CODE 6. *1992 SUPPLEMENT 9. *10. *DESIGN LOADING: ROOF LL 40 PSF ..'- 11. *WIND OOMPH 12. *EXPOSURE _ 13. *DEAD LOAD = 5 PSF 14. *SEISMIC ZONE 1 15. *16. *TRUSS SPACING : 12 FT. C/C 17. *18. *19. *20. UNIT PT RIP 21. OUTPUT WIDTH 72 22. PAGE EJECT 23. JOINT COORDI 24. 1 0.083 0.5 25. 2 0.083 1.5 0.0 9 0.083 15.5 0.0 26. 10 0.083 17.421 27. 11 3.21 16.491 0.0 24 27.876 26.714 0.0 28. 25 29.750 27.338 29. 26 31.624 26.714 0.0 39 56.290 18.491 0.0 30. 40 59.417 17.421 31. 41 59.417 15.5 0.0 48 59.417 1.5 0.0 32. 49 59.417 0.5 33. 51 0.912 2.067 0.0 57 1.844 14.03 0.0 34. 58 2.0 16.024 35. 59 5.720 17.290 0.0 65 28.489 24.879 0.0 36. 66 29.75 25.3 37. 67 31.011 24.679 0.0 73 53.78 17.29 0.0 38. 74 57.5 16.024 39. 75 57.656 14.03 0.0 81 58.588 2.067 0.0 40. 50 .789 .5; 82 58.711 .5; 83 _063 0; 84 .416 0; 85 .75 0 41. 86 .416 .5; 87 58.75 0; 68 59.084 0; 89 59.417 0; 90 59.084 .5 42. MEMBER INCI 43. 1 1 2 48; 49 50 51 80; 81 2 51 88; 89 2 50 98; 99 13 60; 100 15 61 44. 101 17 62; 102 19 63; 103 21 64; 104 23 65; 105 11 5B; 106 13 59 45. 107 15 60; 108 17 61; 109 19 62; 110 21 63; 111 23 64; 112 25 65 46. 113 12 59; 114 14 60; 115 16 61; 116 18 62; 117 20 63; 118 22 64 47. 119 24 65 121; 122 28 68; 123 30 69; 124 32 70; 125 34 71; 126 36 72 6018U5W2- MAY /10/93 DUMU -- PAGE NO. 2 48. 127 38 73; 128 25 67; 129 27 68; 130 29 69; 131 31 70; 132 33 71 49. 133 35 72; 134 37 73; 135 39 74; 136 27 67; 137 29 68; 138 31 69 50. 139 33 70; 140 35 71; 141 37 72; 142 39 73 151; 152 41 74 159 51. ELEMENT INCI 52. 160 1 83 84 86; 161 86 84 85 50; 162 62 87 88 90; 163 90 88 89 49 53. MEMS TRUSS 54. 81 TO 159 55. UNIT INCH 56. START USER TABLE 56. ENOLE 1 RODS OQQfl flEG /ff11 59. MEMBER PROPERTIES AUK '• V , (;60. 1 1O 80 TA LD L25253 SP .875 C Vi /7 61. 81 TO 159 UPT 1 PIPE7 /8"i C!7j, 62. ELEMENT PROP L Y 63. 160 TO 163 Tfl .5 64. CONSTANTS 65. E 29000.0 ALL 66. SUPPORT ntir 67. 84 88 PINNED UNIT FEET S'0 69.on ..... N 70. *____= BASIC LOAD CASES A \\\M.`S .' 71. *72. LOADING 1 DL 73. JOINT LOAD 74. 10 TO 40 FY -.12 75. LOADING 2 LL(40PSF) 76. JOINT LOAD 77. 10 TO 40 FY -.96 78. LOADING 3 ASTMS. LL 79. JOINT LOAD 80. 26 TO 40 FY -1.20 81. LOADING 4 WIND(20PSF) 82. MEMBER LOAD 83. 1 TO 9 UNI GX .192 84. 10 TO 24 UNI Y .216 85. 25 TO 39 ONI Y .168 86. 40 TO 48 UNI GX .120 87. LOADING 5 WIND(INWARD ON WW ROOF) 88. MEMBER LOAD 89. 1 TO 9 UNI GX .192 90. 10 TO 24 UNI Y -.072 91. 25 TO 39 UNI Y .168 9Z. 40 TO 48 UNI GX .120 93. LOADING 6 SEISMIC R1(FROM LEFT) 94. JOINT LOAD 95. 10 FX 1.238 96. *97. *____= STANDARD LOADING COMBINATIONS =____ 98. *99. LOAD COMBINATION 7 EL + LL 100. 1121 101. LOAD COMBINATION 8 DL + WIRD 102. 1 1 4 1 103. LOAD COMBINATION 9 DL + WIND(INWARD ON WW ROOF) 104. 1 1 5 1 105. LOAD COMBINATION 10 DL + ASYNN. LL 106. 1 1 3 1 107. LOAD COMBINATION 11 DL + WIND + .5 *LL 601805W2- MAY /10/93 DUMU -- PAGE N0. 3 108. 11 41 2 .5 109. LOAD COMBINATION 12 DL + WIND(INWARD ON WW ROOF) + .5 *LL 110. 1 1 5 1 2 .5 111. LOAD COMBINATION 13 DL + WIND + .5 *ASYMM.LL 112. 1 1 4 1 3 .5 113. LOAD COMBINATION 14 DL + WIND(INWARD ON WW ROOF) + .5 *ASYMM.LL 114. 115 1 3 .5 115. LOAD COMBINATION 15 DL + .5 *WINO + LL 116. 114 .5 21 117. LOAD COMBINATION 16 DL • .5 *WIND(INWABD ON WW ROOF) + LL 118. 115 .5 2 1 119. LOAD COMBINATION 17 DL + .5 *WIND + ASYMM.LL 120. 114 .5 3 1 121. LOAD COMBINATION 18 DL + .5 *WIND(INWARD ON WW ROOF) + ASYNM.LL 122. 115 .5 31 123. LOAD COMBINATION 19 DL + SEISMIC 124. 1 1 6 1 125. LOAD COMBINATION 20 DL + .75(LL • SEISMIC) 126. 1 1 2 .75 6 .75 127. LOAD COMBINATION 21 DL • .75(ASYMM.LL + SEISMIC) 128. 1 1 3 .75 6 .75 129. 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 = 90/ 163/ 2 ORIGINAL /FINAL BANO-WIDTE = 85/ 5 TOTAL PRIMARY LOAD CASES = 6, TOTAL DEGREES OF FREEDOM = 270 SIZE OF STIFFNESS MATRIX = 4860 DOUBLE PREC. WORDS TOTAL REQUIRED DISK SPACE = 0.40 MEGA -BYTES PROCESSING ELEMENT STIFFNESS MATRIX.7:22:29 PROCESSING GLOBAL STIFFNESS MATRIX.7:22:30 PROCESSING TRIANGULAR FACTORIZATION.7:22:31 CALCULATING JOINT DISPLACEMENTS.7:22:31 CALCULATING MEMBER FORCES.7:22:32 130. LOAD LIST 7 TO 21 131. PRINT SUPPORT REACTIONS LIST 7 TO 21 6018U5W2- MAY /10/93 DUMU -- PAGE N0. 4 SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = PLANE JOINT LOAD FORCE -X FORCE -Y FORCE -Z MOM -% MOM-2 M014 Z 64 7 6.65 16.74 0.00 0.00 0.00 0.00 8 4.15 4.82 0.00 0.00 0.00 0.00 9 3.96 0.52 0.00 0.00 0.00 0.00 10 4.25 6.18 0.00 0.00 0.00 0.00 11 1.20 2.62 0.00 0.00 0.00 0.00 12 1.01 7.96 0.00 0.00 0.00 0.00 13 2.40 2.66 0.00 0.00 0.00 0.00 14 2.21 2.68 0.00 0.00 0.00 0.00 15 4.20 13.40 0.00 0.00 0.00 0.00 16 4.30 16.07 0.00 0.00 0.00 0.00 17 1.80 2.84 0.00 0.00 0.00 0.00 18 1.90 5.52 0.00 0.00 0.00 0.00 19 0.01 1.49 0.00 0.00 0.00 0.00 20 4.62 12.74 0.00 0.00 0.00 0.00 21 2.83 4.83 0.00 0.00 0.00 0.00 88 7 6.65 16.74 0.00 0.00 0.00 0.00 8 0.65 2.85 0.00 0.00 0.00 0.00 9 3.70 0.35 0.00 0.00 0.00 0.00 10 4.25 15.54 0.00 0.00 0.00 0.00 11 3.61 4.59 0.00 0.00 0.00 0.00 12 6.65 7.79 0.00 0.00 0.00 0.00 13 2.41 3.99 0.00 0.00 0.00 0.00 14 5.45 7.19 0.00 0.00 0.00 0.00 15 6.60 14.38 0.00 0.00 0.00 0.00 16 8.12 15.98 0.00 0.00 0.00 0.00 17 4.20 13.18 0.00 0.00 0.00 0.00 18 5.73 14.78 0.00 0.00 0.00 0.00 19 1.25 2.23 0.00 0.00 0.00 0.00 20 5.55 13.30 0.00 0.00 0.00 0.00 21 3.75 12.39 0.00 0.00 0.00 0.00 END OF LATEST ANALYSIS RESULT * * * *** * * * ***** 132. PRINT MAXFORCE ENVELOPE LIST 1 TO B0 6016U5W2- MAY /10/93 DUMU -- PAGE NO. 5 r MEMBER FORCE ENVELOPE ALL UNITS ARE RIP FEET MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS lEMB FY/ DIST LD MZ/ GIST LD PE DIST LD MY DIST LO FX DIST LD 1 MAX 0.23 0.00 12 0.13 0.00 16 0.00 0.00 7 0.00 0.00 7 5.45 C 0.00 16 MIN 0.09 1.00 17 0.06 1.00 9 0.00 1.00 21 0.00 1.00 21 0.23 C 1.00 17 2 MAX 0.21 0.00 8 0.22 2.00 7 0.00 0.00 7 0.00 0.00 7 9.65 C 0.00 9 MIN 0.22 2.00 12 0.16 1.00 9 0.00 2.00 21 0.00 2.00 21 6.68 T 2.00 10 3 MAX 0.20 0.00 9 0.23 2.00 7 0.00 0.00 7 0.00 0.00 7 15.14 C 0.00 9 MIN 0.19 2.00 13 0.17 1.00 8 0.00 2.00 21 0.00 2.00 21 15.87 T 2.00 7 4 MAX 0.19 0.00 8 0.24 2.00 7 0.00 0.00 7 0.00 0.00 7 18.56 C 0.00 9 MIN 0.20 2.00 12 0.18 1.00 9 0.00 2.00 21 0.00 2.00 21 23.04 T 2.00 7 5 MAX 0.19 U.00 11 0.24 0.00 7 0.00 0.00 7 0.00 0.00 7 20.56 C 0.00 9 MIN 0.20 2.00 9 0.17 1.00 9 0.00 2.00 21 0.00 2.00 21 28.49 T 2.00 7 6 MAX 0.20 0.00 9 0.28 2.00 7 0.00 0.00 7 0.00 0.00 7 21.62 C 0.00 9 MIN 0.20 2.00 11 0.17 1.00 9 0.00 2.00 21 0.0D 2.00 21 32.79 T 2.00 7 7 MAX 0.20 0.00 11 0.28 0.00 7 0.00 0.00 7 0.00 0.00 7 22.00 C 0.00 9 MIN 0.26 2.00 9 0.13 0.80 8 0.00 2.00 21 0.00 2.00 21 36.24 T 2.00 7 8 MAX 0.45 0.00 9 1.12 2.00 7 0.00 0.00 7 0.00 0.00 7 21.89 C 0.00 9 MIN 0.54 2.00 7 0.48 2.00 9 0.00 2.00 21 0.00 2.00 21 39.18 T 2.00 7 9 MAX 0.63 0.00 7 1.12 0.00 7 0.00 0.00 7 0.00 0.00 7 21.13 C 0.00 9 MIN 0.63 1.92 9 0.48 0.00 9 0.00 1.92 21 0.00 1.92 21 40.77 T 1.92 7 6018U5W2- MAY /10/93 DUMU -- PAGE NO. 6 R 10 MAX 0.55 3.31 8 0.79 3.31 7 0.00 0.00 7 0.00 0.00 7 20.96 0 0.00 9 MIN 0.44 0.00 15 0.51 3.31 B 0.00 3.31 21 0.00 3.31 21 41.63 T 3.31 7 11 MAX 0.45 0.00 7 0.79 0.00 7 0.00 0.00 7 0.00 0.00 7 21.81 C 0.00 9 MIN 0.46 0.00 8 0.51 0.00 8 0.00 2.00 21 0.00 2.00 21 21.54 T 2.00 10 12 MAX 0.27 2.00 8 0.14 2.00 7 0.00 0.00 7 0.00 0.00 7 21.77 C 0.00 9 MIN 0.22 0.00 11 0.14 2.00 8 0.00 2.00 21 0.00 2.00 21 21.58 T 2.00 10 13 MAX 0.23 2.00 11 0.14 0.00 7 0.00 0.00 7 0.00 0.00 7 22.28 C 0.00 12 MIN 0.25 0.00 8 0.14 0.00 8 0.00 2.00 21 0.00 2.00 21 12.99 T 2.00 10 14 MAX 0.24 2.00 8 0.08 2.00 10 0.00 0.00 7 0.00 0.00 7 22.09 C 0.00 12 MIN 0.23 0.00 11 0.13 0.60 12 0.00 2.00 21 0.00 2.00 21 13.02 T 2.00 10 15 MAX 0.23 2.00 11 0.08 0.00 10 0.00 0.00 7 0.00 0.00 7 27.87 C 0.00 12 MIN 0.24 0.00 8 0.18 2.00 16 0.00 2.00 21 0.00 2.00 21 6.46 T 2.00 17 16 MAX 0.23 2.00 8 0.06 1.00 13 0.00 0.00 7 0.00 0.00 7 27.68 C 0.00 12 MIN 0.23 0.00 11 0.18 0.00 16 0.00 2.00 21 0.00 2.00 21 6.50 T 2.00 17 17 MAX 0.23 2.00 11 0.06 1.00 13 0.00 0.00 7 0.00 0.00 7 37.11 C 0.00 16 MIN 0.24 0.00 8 0.22 2.00 16 0.00 2.00 21 0.00 2.00 21 5.09 T 2.00 13 18 MAX 0.24 2.00 8 0.06 1.00 13 0.00 0.00 7 0.00 0.00 7 36.77 C 0.00 16 MIN 0.22 0.00 11 0.22 0.00 16 0.00 2.00 21 0.00 2.00 21 5.13 T 2.00 13 19 MAX 0.23 2.00 11 0.07 1.20 8 0.00 0.00 7 0.00 0.00 7 42.50 C 0.00 16 MIN_. 0.24 0.00 iE 0.25 2.00 16 0.00 2.00 21 0.00 2.00 21 7.17 T 2.00 8 20 MAX 0.24 2.00 8 0.07 0.80 8 0.00 0.00 7 0.00 0.00 7 42.16 C 0.00 16 MIN 0.22 0.00 11 0.25 0.00 16 0.00 2.00 21 0.00 2.00 21 7.21 T 2.00 8 21 MAX 0.22 2.00 11 0.07 1.20 8 0.00 0.00 7 0.00 0.00 7 43.32 C 0.00 16 601805W2- MAY /10/93 DUMU -- PAGE NO. 7 MIN 0.24 D.00 8 0.25 2.00 7 0.00 2.00 21 0.00 2.00 21 8.40 T 2.00 8 22 MAX 0.24 2.00 8 0.07 0.80 8 0.00 0.00 7 0.00 0.00 7 42.98 C 0.00 16 MIN 0.22 0.00 11 0.25 0.00 7 0.00 2.00 21 0.00 2.00 21 8.44 T 2.00 8 23 MAX 0.23 2.00 11 0.08 1.20 8 0.00 0.00 7 0.00 0.00 7 40.65 C 0.00 7 MIN 0.25 0.00 8 0.30 2.00 7 0.00 2.00 21 0.00 2.00 21 8.34 T 2.00 8 24 MAX 0.27 1.98 8 0.06 0.79 8 0.00 0.00 7 0.00 0.00 7 40.31 C 0.00 7 MIN 0.23 0.00 15 0.30 0.00 7 0.00 1.98 21 0.00 1.98 21 8.38 T 1.98 8 25 MAX 0.26 1.98 12 0.05 1.38 8 0.00 0.00 7 0.00 0.00 7 40.31 C 0.00 7 MIN 0.23 0.00 8 0.31 1.98 16 0.00 1.98 21 0.00 1.98 21 8.78 T 1.98 8 26 MAX 0.20 2.00 8 0.07 0.80 8 0.00 0.00 7 0.00 0.00 7 40.65 C 0.00 7 MIN 0.22 0.00 12 0.31 0.00 16 0.00 2.00 21 0.00 2.00 21 8.74 T 2.00 8 27 MAX 0.19 2.00 12 0.07 1.20 8 0.00 0.00 7 0.00 0.00 7 40.95 C 0.00 7 MIN 0.19 0.00 8 0.25 2.00 7 0.00 2.00 21 0.00 2.00 21 10.30 T 2.00 8 28 MAX 0.19 2.00 8 0.07 0.80 8 0.00 0.00 7 0.00 0.00 7 41.29 C 0.00 7 MIN 0.21 0.00 12 0.25 0.00 7 0.00 2.00 21 0.00 2.00 21 10.26 T 2.00 8 29 MAX 0.19 2.00 12 0.08 1.00 9 0.00 0.00 7 D.00 0.00 7 38.57 C 0.00 10 MIN 0.19 0.00 8 0.24 2.00 10 0.00 2.00 21 0.00 2.00 21 12.18 T - 2.00 9 30 MAX 0.19 2.00 8 0.09 1.00 9 0.00 0.00 7 0.00 0.00 7 38.99 C 0.00 10 MIN 0.21 0.00 12 0.24 0.00 10 0.00 2.00 21 0.00 2.00 21 12.14 T 2.00 9 31 MAX 0.19 2.00 12 0.10 1.00 9 0.0D 0.00 7 0.00 0.00 7 36.32 C 0.00 10 MIN 0.19 0.0D 8 0.24 2.00 10 0.00 2.00 21 0.00 2.00 21 16.16 T 2.00 9 32 MAX 0.19 2.00 8 0.11 1.00 9 0.00 0.00 7 0.00 0.00 7 36.74 C 0.00 10 MIN 0.21 0.00 12 0.24 0.00 10 0.0D 2.00 21 0.00 2.00 21 16.12 T 2.00 9 6018U5W2- MAY /10/93 DUMU -- PAGE NO. 8 33 MAX 0.19 2.00 12 0.12 1.00 9 0.00 0.00 7 0.00 0.00 7 28.91 C 0.00 10 MIN 0.19 0.00 8 0.21 2.00 10 0.00 2.00 21 0.00 2.00 21 19.22 T 2.00 9 34 MAX 0.19 2.00 8 0.12 1.00 9 0.00 0.00 7 0.00 0.00 7 29.33 C 0.00 10 MIN 0.21 0.00 12 0.21 0.00 10 0.00 2.00 21 0.00 2.00 21 19.18 T 2.00 9 35 MAX 0.20 2.00 12 0.13 1.00 9 0.00 0.00 7 0.00 0.00 7 16.37 C 0.00 10 MIN 0.18 0.00 8 0.16 2.00 10 0.00 2.00 21 0.00 2.00 21 21.36 T 2.0D 9 36 MAX 0.19 2.00 8 0.16 2.00 16 0.00 0.00 7 0.00 0.00 7 16.78 C 0.00 10 MIN 0.23 0.00 12 0.16 0.00 10 0.00 2.00 21 0.00 2.00 21 21.32 T 2.00 9 37 MAX 0.25 2.00 12 0.16 0.00 16 0.00 0.00 7 0.00 0.00 7 1.50 T 0.00 10 MIN 0.19 0.00 8 0.14 2.00 10 0.00 2.00 21 0.0D 2.00 21 30.90 T 2.00 12 38 MAX 0.23 2.00 8 0.88 2.00 16 0.00 0.00 7 0.00 0.00 7 1.08 T 0.00 10 MIN 0.57 0.00 16 0.14 0.00 10 0.00 2.00 21 0.00 2.00 21 30.71 T 2.00 12 39 MAX 0.66 3.31 12 0.88 0.00 16 0.00 0.00 7 0.00 -0.00 7 0.36 T 0.00 B MIN 0.27 0.00 8 0.67 3.31 16 0.00 3.31 21 0.00 3.31 21 50.63 T 3.31 16 40 MAX 0.05 1.92 8 1.35 1.92 16 0.00 0.00 7 0.00 0.00 7 0.32 T 0.00 8 MIN 1.11 0.00 16 0.67 0.00 16 0.00 1.92 21 0.00 1.92 21 49.84 T 1.92 16 41 MAX 0.72 2.00 16 1.35 0.00 16 0.00 0.00 7 0.00 0.00 7 1.27 T 0.00 8 MIN 0.12 0.00 8 0.04 2.00 8 0.00 2.00 21 0.00 2.00 21 48.41 T 2.00 16 42 MAX 0.12 2.00 8 0.32 2.00 16 0.00 0.00 7 0.00 0.00 7 2.17 T 0.00 8 MIN 0.24 0.00 12 0.04 0.00 8 0.00 2.00 21 0.00 2.00 21 45.37 T 2.00 16 43 MAX 0.14 2.00 12 0.33 0.60 16 0.00 0.00 7 0.00 0.00 7 2.93 T 0.00 8 MIN 0.12 0.00 8 0.03 0.00 8 0.00 2.00 21 0.00 2.00 21 41.66 T 2.00 16 44 MAX 0.12 2.00 8 0.30 1.20 16 0.00 0.00 7 0.0D 0.00 7 3.51 T 0.00 8 601805W2- MAY /10/93 DUMU -- PAGE NO. 9 MIN 0.13 0.00 12 0.03 0.00 8 0.00 2.00 21 0.00 2.00 21 36.84 T 2.00 16 45 MAX 0.12 2.00 12 0.30 0.80 16 0.00 0.00 7 0.00 0.00 7 3.82 T 0.00 B MIN 0.12 0.00 8 0.02 0.00 8 0.00 2.00 21 0.00 2.00 21 30.52 T 2.00 16 46 MAX 0.13 2.00 12 0.29 1.00 16 0.00 0.00 7 0.00 0.00 7 3.60 T 0.00 19 MIN 0.12 0.00 13 0.02 2.00 8 0.00 2.00 21 0.00 2.00 21 21.97 T 2.00 16 47 MAX 0.17 2.00 12 0.26 0.00 16 0.00 0.00 7 0.00 0.00 7 1.11 T 0.00 10 MIN 0.13 0.00 8 0.02 0.00 8 0.00 2.00 21 0.00 2.00 21 11.39 T 2.00 12 48 MAX 0.18 1.00 9 0.12 1.00 10 0.00 0.00 7 0.00 0.00 7 5.20 C 0.00 10 MIN 0.10 0.00 17 0.06 1.00 9 0.00 1.00 21 0.00 1.00 21 2.43 T 1.00 9 49 MAX 0.05 0.00 8 0.13 1.57 7 0.00 0.00 7 0.00 0.00 7 19.72 C 0.00 7 MIN 0.15 1.57 7 0.13 0.00 16 0.00 1.57 21 0.00 1.57 21 9.77 T 1.57 8 50 MAX 0.04 0.00 9 0.23 2.00 7 0.00 0.00 7 0.00 0.00 7 30.29 C 0.00 7 MIN 0.05 2.00 7 0.16 2.00 9 0.00 2.00 21 0.00 2.00 21 16.06 T 2.00 8 51 MAX 0.00 0.00 10 0.24 2.00 7 0.00 0.00 7 0.00 0.00 7 38.11 C 0.00 7 MIN 0.01 2.00 12 0.16 0.00 9 0.00 2.00 21 0.00 2.0D 21 19.94 T 2.00 8 52 MAX 0.00 0.00 19 0.25 2.00 7 0.00 0.00 7 0.00 0.00 7 43.99 C 0.00 7 MIN 0.01 2.00 15 0.14 0.00 9 0.00 2.00 21 0.00 2.00 21 22.27 T 2.00 8 53 MAX 0.01 0.00 7 0.25 0.0D 7 0.00 0.00 7 0.00 0.00 7 48.61 C 0.00 7 MIN 0.01 2.00 B 0.14 0.00 9 0.00 2.00 21 0.00 2.00 21 23.55 T 2.00 8 54 MAX 0.01 0.00 8 0.29 2.00 7 0.00 0.00 7 0.00 0.00 7 52.24 C 0.00 7 MIN 0.03 2.00 7 0.14 2.00 8 0.00 2.00 21 0.00 2.00 21 24.05 T 2.00 8 55 MAX 0.14 0.00 7 0.29 0.00 7 0.00 0.00 7 0.00 0.00 7 55.50 C 0.00 7 MIN 0.05 2.00 8 0.14 0.00 8 0.00 2.00 21 0.00 2.00 21 24.12 T 2.00 8 601805W2- MAY /10/93 DUMU -- PAGE NO. 10 56 MAX 0.20 0.00 8 1.13 2.00 7 0.00 0.00 7 0.00 0.00 7 57.05 C 0.00 7 MIN 0.56 2.00 7 0.43 2.00 8 0.00 2.00 21 0.00 2.00 21 23.34 T 2.00 8 57 MAX 0.33 0.00 7 1.13 0.00 7 0.00 0.00 7 0.00 0.00 7 40.20 C 0.00 7 MIN 0.12 3.93 8 0.43 0.00 8 0.00 3.93 21 0.00 3.93 21 21.84 T 3.93 9 58 MAX 0.02 0.00 9 0.10 4.00 10 D.00 0.00 7 0.00 0.00 7 23.01 C 0.00 10 MIN 0.05 4.00 7 0.16 0.00 16 0.00 4.00 21 0.00 4.00 21 22.27 T 4.00 9 59 MAX 0.04 0.00 7 0.10 D.00 10 0.00 0.00 7 0.00 0.00 7 14.72 C 0.00 10 MIN 0.01 4.00 8 0.13 4.00 16 0.00. 4.00 21 0.00 14.00 21 21.78 T 4.00 12 60 MAX 0.01 0.00 7 0.03 0.00 17 A 0.00 4.00 7 0.00 0.00 7 7.93 C 0.00 17 MIN 0.00 4.00 8 0.17 4.00 16 0.00 4.00 21 0.00 4.00 21 26.28 T 4.00 12 61 MAX 0.00 0.00 7 0.03 4.00 8 0.00 0.00 7 0.00 0.00 7 4.62 C 0.00 13 MIN 0.00 4.00 9 0.17 4.00 16 0.00 4.00 21 0.00 4.00 21 32.82 T 4.00. 16 62 MAX 0.03 0.00 7 0.05 4.00 8 0.00 0.00 7 0.00 0.00 7 5.18 C 0.00 8 MIN 0.01 4.00 9 0.26 4.00 16 0.00 4.00 21 0.00 4.00 21 36.60 T 4.00 16 63 MAX 0.01 0.00 8 0.12 4.00 10 0.00 0.00 7 0.00 0.00 7 5.69 C 0.00 8 MIN 0.09 4.00 7 0.26 0.00 16 0.00 4.00 21 0.00 4.00 21 35.96 T 4.00 16 64 MAX 0.87 0.00 7 0.12 0.00 10 0.00 0.00 7 0.00 0.00 7 4.85 C 0.00 8 MIN 0.07 1.33 8 1.05 1.33 7 0.00 1.33 21 0.00 1.33 21 31.52 T 1.33 7 65 , MAX 0.07 0.00 8 0.12 1.33 16 0.00 0.00 7 0.00 0.00 7 4.86 C 0.00 8 MIN 0.87 1.33 7 1.05 0.00 7 0.00 1.33 21 0.00 1.33 21 31.52 T 1.33 7 66 MAX 0.09 0.00 7 0.12 0.00 16 0.00 0.00 7 0.00 0.00 7 6.93 C 0.00 8 MIN 0.01 4.00 8 0.26 4.00 7 0.00 4.00 21 0.00 4.00 21 34.43 T 4.00 7 67 MAX 0.00 0.00 8 0.06 4.00 9 0.00 0.00 7 0.00 0.00 7 11.08 C 0.00 9 6018U5W2- MAY /10/93 DUMU -- PAGE NO. 11 MIN 0.03 4.00 16 0.26 0.00 7 0.00 4.00 21 0.00 4.00 21 33.88 T 4.00 10 68 MAX 0.00 0.00 8 0.08 4.00 9 0.00 0.00 7 0.00 0.00 7 15.59 C 0.00 9 MIN 0.01 4.00 16 0.18 0.00 10 0.00 4.00 21 0.00 4.00 21 33.39 T 4.00 10 69 MAX 0.00 0.00 8 0.09 4.00 9 0.00 0.00 7 0.00 0.00 7 19.19 C 0.00 9 MIN 0.01 4.00 16 0.17 0.00 10 0.00 4.00 21 0.00 4.00 21 27.73 T 4.00 10 70 MAX 0.00 0.00 8 0.14 4.00 12 0.00 0.00 7 0.00 0.00 7 21.86 C 0.00 9 MIN 0.04 4.00 16 0.15 0.00 10 0.00 4.00 21 0.00 4.00 21 16.92 T 4.00 10 71 MAX 0.06 0.00 16 0.14 0.00 12 0.00 0.00 7 0.00 0.00 7 31.58 C 0.00 12 MIN 0.00 4.00 8 0.17 4.00 10 0.00 4.00 21 0.00 4.00 21 0.90 T 4.00 10 72 MAX 0.03 0.001 8 1.28 3.93 16 0.00 0.00 7 0.00 0.00 7 50.04 C 0.00 16 MIN 0.36 3.93 16 0.17 0.00 10 0.00 3.93 21 0.00 3.93 21 0.16 C 3.93 8 73 MAX 0.62 0.00 16 1.28 0.00 16 0.00 0.00 7 0.00 0.00 7 65.39 C 0.00 16 MIN 0.04 2.00 8 0.06 0.00 8 0.00 2.00 21 0.00 2.00 21 2.27 T 2.00 8 74 MAX 0.01 0.00 8 0.34 2.00 16 0.00 0.00 7 0.00 0.00 7 64.03 C 0.00 16 MIN 0.15 2.00 16 0.00 0.00 10 0.00 2.00 21 0.00 2.00 21 1.31 T 2.00 8 75 MAX 0.03 0.00 16 0.34 0.00 16 0.00 0.00 7 0.00 0.00 7 60.60 C 0.00 16 MIN 0.00 2.00 8 0.01 0.00 8 0.00 2.00 21 0.00 2.00 21 0.43 T 2.00 8 76 MAX 0.00 0.00 19 0.30 2.00 16 0.00 0.00 7 0.00 0.00 7 56.65 C 0.00 16 MIN 0.01 2.00 16 0.01 0.00 8 0.00 2.00 21 0.00 2.00 21 0.29 C 2.00 8 77 MAX 0.01 0.00 16 0.30 0.00 16 0.00 0.00 7 0.00 0.00 7 51.43 C 0.00 16 MIN 0.00 2.00 8 0.02 0.00 8 0.00 2.00 21 0.00 2.00 21 0.81 C 2.00 8 78 MAX 0.00 0.00 10 0.29 0.00 16 0.00 0.00 7 0.00 0.00 7 44.55 C 0.00 16 MIN 0.00 2.00 9 0.02 0.00 8 0.00 2.00 21 0.00 2.00 21 1.04 C 2.00 8 6018U5W2- MAY /10/93 DUMU -- PAGE N0. 12 79 MAX 0.07 0.00 16 0.29 0.00 16 0.00 0.00 7 0.00 0.00 7 35.17 C 0.00 16 MIN 0.01 2.00 8 0.01 2.00 8 0.00 2.00 21 0.00 2.00 21 0.84 C 2.00 8 80 MAX 0.15 0.00 7 0.16 i0.00 16 0.00 0.00 7 0.00 0.00 7 22.13 C 0.00 16 MIN 0.02 1.57 8 0.12 1.57 10 0.00 4.57 11 0.00 1.57 21 0.08 T 1.57 8 END OF FORCE ENVELOPE FROM INTERNAL STORAGE * * * * * ** * ** 133. *134. * * * * ** DESIGN WEB DIAGONALS ** * *** 135. *136. PARAMETER 137. UNITS INCHES 138. CODE AISC 139. NSF 1.0 ALL 140. FYLD 44.0 ALL 141. RATIO 1.01 ALL 142. *TRACK 1.0 ALL 143. SELECT MEMBER 81 ID 159 6018U5W2- MAY /10/93 DUMU -- PAGE NO. 13 STAAD -III MEMBER SELECTION - (AISC) ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 81 ST PIP 3/4"PASS COMPRESSION 0.671 7 5.92 C 0.00 0.00 0.00 82 ST PIP 5/8"PASS COMPRESSION 0.967 7 4.88 C 0.00 0.00 0.00 83 ST PIP 5/8"PASS COMPRESSION 0.909 7 4.09 C 0.00 0.00 0.00 84 8T PIP 5/6"PASS COMPRESSION 0.902 7 3.51 C 0.00 0.00 0.00 85 ST PIP 5/8"PASS COMPRESSION 0.941 7 3.05 0 0.00 0.00 0.00 86 6T PIP 3/4"PASS COMPRESSION 0.507 7 2.83 C 0.00 0.00 0.00 87 ST PIP 5/8"PASS COMPRESSION 0.968 16 2.22 C 0.00 0.00 0.00 88 ST PIP 3/4"PASS COMPRESSION 0.679 15 2.77 C 0.00 0.00 0.00 89 ST PIP 3/4"PASS TENSION 0.740 7 8.63 T 0.00 0.00 0.00 90 8T PIP 3/4"PASS COMPRESSION 0.860 9 4.96 C 0.00 0.00 0.00 91 ST PIP 3/4"PASS COMPRESSION 0.618 9 3.27 C 0.00 0.00 0.00 92 ST PIP 5/8"PASS COMPRESSION 0.902 9 2.07 C 0.00 0.00 0.00 93 ST PIP 5/8"PASS COMPRESSION 0.592 9 1.22 C 0.00 0.00 0.00 94 ST PIP 1/2"PASS TENSION 0.694 7 3.60 T 0.00 0.00 0.00 95 ST PIP 5/8"PASS TENSION 0.433 7 3.51 T 0.00 0.00 0.00 96 ST PIP 5/8"PASS TENSION 0.229 16 1.85 T 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 97. FOLLOWING IS LAST RESULT OF TRIAL ** 97 ST PIP 7/8"FAIL COMPRESSION 8.968 7 47.56 C 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 98. FOLLOWING I8 LAST RESULT OF TRIAL ** 98 8T PIP 7/8"FAIL COMPRESSION 1.167 8 4.50 C 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 99. FOLLOWING I8 LAST RESULT OF TRIAL ** 99 ST PIP 7/8"FAIL COMPRESSION 1.096 8 4.22 C 0.00 0.00 0.00 100 ST PIP 7/8"PASS COMPRESSION 0.849 8 3.27 C 0.00 0.00 0.00 101 ST PIP 7/8"PASS COMPRESSION 0.615 8 2.37 C 0.00 0.00 0.00 6016U5W2- MAY /10/93 DUMU -- PAGE N0. 14 ALL UNITS ARE - RIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL CORD/ RATIO/ LOADING/ FX MY MZ LOCATION 102 ST PIP 7/8"PASS COMPRESSION 0.700 9 2.70 C 0.00 0.00 0.00 103 ST PIP 7/8"PASS COMPRESSION 0.891 9 3.43 C 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 104. FOLLOWING IS LAST RESULT OF TRIAL ** 104 ST PIP 7/8"FAIL COMPRESSION 1.180 12 4.54 C 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 105. FOLLOWING IS LAST RESULT OF TRIAL ** 105 8T PIP 7/8"FAIL COMPRESSION 4.577 7 18.09 C 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 106. FOLLOWING IS LAST RESULT OF TRIAL **106 ST PIP 7/8"FAIL COMPRESSION 4.056 7 15.65 C 0.00 0.00 0.00 TRIAL.FAILS FOR RIMER i107. FOLLOWING IS LAST RESULT OF TRIAL **107 ST PIP 7/8 "FAIL COMPRESSION 3.238 7 12.49 C 0.00 0.00 0.0D TRIAL FAILS FOR MEMBER 108. FOLLOWING IS LAST RESULT OF TRIAL **108 ST P1P 7/8"FAIL COMPRESSION 2.482 7 9.58 C 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 109. FOLLOWING IS LAST RESULT OF TRIAL **109 ST PIP 7/8"FAIL COMPRESSION 1.721 7 6.64 C 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 110. FOLLOWING IS LAST RESULT OF TRIAL **110 ST PIP 7/8"FAIL COMPRESSION 1.220 10 4.71 C 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 111. FOLLOWING IS LAST RESULT OF TRIAL **111 ST PIP 7/8"FAIL COMPRESSION 1.167 10 4.50 C 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 112. FOLLOWING IS LAST RESULT OF TRIAL ** 112 ST PIP 7/6"FAIL COMPRESSION 1.019 17 3.98 C 0.00 0.00 0.00113STPIP1 /2"PASS COMPRESSION 0.749 16 0.64 C 0.00 0.00 0.00114STPIP5/8"PASS COMPRESSION 0.444 16 0.92 C 0.00 0.00 0.00 115 ST PIP 5/8"PASS COMPRESSION 0.453 16 0.94 C 0.00 0.00 0.00 116 ST PIP 5/8"PASS COMPRESSION 0.456 16 0.95 C 0.00 0.00 0.00117STPIP5/8"PASS COMPRESSION 0.462 16 0.96 C 0.00 0.00 0.00 601805W2- MAY /10/93 DUMU -- PAGE NO. 15 ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL CORD / RATI0/ LOADING/ MEP"= = == ____=_ - MY.= === _===========....=====..... LOCATION 118 ST PIP 5/8"PASS COMPRESSION 0.464 16 0.96 C 0.00 0.00 0.00119STPIP1/2"PASS COMPRESSION 1.000 16 0.85 C 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 120. FOLLOWING I8 LAST RESULT OF TRIAL **120 ST PIP 7/8"FAIL TENSION 1.154 7 18.32 T 0.00 0.00 0.001218TPIP5/8"PASS COMPRESSION 0.507 10 1.05 C 0.00 0.00 0.00122STPIP5/8"PASS COMPRESSION 0.548 10 1.14 C 0.00 0.00 0.00123STPIP5/8"PASS COMPRESSION 0.545 10 C 0.00 0.00124STPIP5/8" 1.13 0.00 PASS COMPRESSION 0.539 10 1.12 C 0.00 0.00 0.00125STPIP5/8"PASS COMPRESSION 0.535 10 1.11 c 0.0o 0.00 0.00126STPIP5/8"PASS COMPRESSION 0.526 10 127 ST PIP 5/8" 1.09PASS COMPRESSION 0.415 0100OM 0.86 C 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 128. FOLLOWING I8 LAST RESULT OF TRIAL **128 ST PIP 7/8"FAIL COMPRESSION 1.150 9 4.49 C 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 129. FOLLOWING IS LAST RESULT OF TRIAL **129 ST PIP 7/8"FAIL COMPRESSION 1.126 12 4.34 C 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 130. FOLLOWING IS LAST RESULT OF TRIAL **130 ST PIP 7/8"FAIL COMPRESSION 1.322 16 5.10 C 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 131. FOLLOWING IS LAST RESULT OF TRIAL **131 8T PIP 7/8"FAIL COMPRESSION 1.970 167.60 C 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 132. FOLLOWING IS LAST RESULT OF TRIAL **132 ST PIP 7/8"FAIL COMPRESSION 2.607 1610.06 C 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 133. FOLLOWING I8 LAST RESULT OF TRIAL **133 ST PIP 7/8"FAIL COMPRESSION 3.238 7 12.49 C 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 134. FOLLOWING IS LAST RESULT OF TRIAL **134 SF PIP 7/8"FAIL COMPRESSION 4.056 715.65 C 0.00 0.00 0.006018U5W2- MAY /10/93 DUMU -- PAGE NO. 16 ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL CORD/ RATIO/ LOADING/FX MY ME LOCATION I TRIAL FAILS FOR MEMBER 135. FOLLOWING IS LAST RESULT OF TRIAL ** 135 ST PIP 7/0"FAIL COMPRESSION 4.577 7 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 136. FOLLOWING IS LAST RESULT OF TRIAL ** 136 ST PIP 7/8"FAIL COMPRESSION 1.552 10 5.98 C 0.00 0.00 0.00 137 ST PIP 7/8"PASS COMPRESSION 0.632 10 2.44 C 0.00 0.00 0.00 138 ST PIP 5/8"PASS TENSION 0.762 16 6.17 T 0.00 0.00 0.00 139 ST PIP 3/4"PASS TENSION 0.739 16 8.62 T 0.00 0.00 0.00 140 ST PIP 3/4"PASS TENSION 0.946 16 11.04 T 0.00 0.00 0.00 141 ST PIP 7/8"PASS TENSION 0.872 7 13.84 T 0.00 0.00 0.00 142 ST PIP 7/8"PASS TENSION 0.971 7 15.41 T 0.00 0.00 0.00 TRIAL FAILS FOR MEMBER 143. FOLLOWING IS LAST RESULT OF TRIAL ** 143 ST PIP 7/8"FAIL COMPRESSION 10.071 16 57.65 C 0.00 0.00 D.00 144 ST PIP 5/8"PASS COMPRESSION 0.717 8 1.06 C 0.00 0.00 0.00 145 ST PIP 5/8"PASS COMPRESSION 0.565 8 0.93 C 0.00 D.00 0.00 146 ST PIP 1/2"PASS COMPRESSION 0.955 8 0.72 C 0.00 0.00 0.00 147 ST PIP 1/2"PASS TENSION 0.946 16 4.91 T 0.00 0.00 0.00 148 ST PIP 5/6"PASS TENSION 0.750 16 6.07 T 0.00 0.00 0.00 149 8T PIP 5/8"PASS TENSION 0.966 16 7.82 T 0.00 0.00 0.00 150 ST PIP 3/4"PASS TENSION 0.879 16 10.25 T 0.00 0.00 0.00 151 ST PIP 3/4"PASS TENSION 0.919 16 10.72 T 0.00 0.00 0.00 152 ST PIP 3/4"PASS COMPRESSION 0.635 16 2.59 C 0.00 0.00 0.00 153 5T PIP 5/8"PASS COMPRESSION 0.876 7 2.01 C 0.00 0.00 0.00 154 ST PIP 3/4"PASS COMPRESSION 0.533 16 2.97 C 0.00 0.00 0.00 155 ST PIP 3/4"PASS COMPRESSION 0.524 16 3.32 C 0.00 0.00 0.00 156 ST PIP 3/4"PASS COMPRESSION 0.564 16 3.97 C 0.00 0.00 0.00 6018U5W2- MAY /10/93 DUMU -- PAGE NO. 17 ALL UNITS ARE - RIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FR MY MZ LOCATION 157 ST PIP 3/4"PASS COMPRESSION 0.621 16 4.78 C 0.00 D.00 0.00 158 ST PIP 3/4"PASS COMPRESSION 0.706 16 5.85 C 0.00 0.00 0.00 159 ST PIP 3/4"PASS COMPRESSION 0.833 16 7.34 C 0.00 0.00 0.00 END OF TABULATED RESULT OF DESIGN 144. *PRINT MEMBER INFORMATION 145. PAGE EJECT 146. FINISH END OF STAAD -III * * ***** *** * **** DATE= MAY 10,1993 TIME= 7:23:20 Y************ * ***** ** * **** * * *** * * * **** * * * * ** For questions on STAAD- III /ISOS, contact: RESEARCH ENGINEERS, Inc at (714) 974 -2500 Telex: 4994385 Fax: 714) 974 -4771 R* 1 _,9' -11•10 Pr 'Ft% c---rater,. 1 iF1 cc1-126a 1 1 N II c:il 0 Gig-IBGA I I it IIIII, r fir T .----- ---...... e N I I IIQ 1 lt411III 1e. Q- C1n:d2BA 1 1 1 1 1 I c12, -IM1 I SID I 4D hr i 1 I 1cia. 18aA Jpre ;pp 4 91 I 4) a i a 16' -10 3/16°ol 18' -5 13/16' N o P a a 22' -6 13/16" N 24' -5 3/16' M 0 1 ru N n os 00 N 0h b A1 rn U> ril 24' -5 3/16' N CO 22' -6 13/16" 2 9 il @ I o r P ^ I AU 1R CTl N C % n n d rii A 1 s Y iO rn co N n to o m xi 18' -5 13/16' mmR n w IimpW 16'- 10'3/16" co -w m to OST 'ON b07SZ92@£ 4- ssnal 31tUa l l-1 t' : £T 6/62170 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT A IELD COUNTY, COLORADO Date Issued oned Area Permit No. 44 AGREEMENT In consideration o the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the per may then be revoked by notice from t et Bui.iiiI 0 ++ c Ir, DIAT aF .IE Ol E NULL AND VOID, Use Ni I r. la A i -I A r i Address or Legal Description Mgr Owner C. r a Contractor a Setbacks Front Side Side Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD Zoning Roof Covering Electric -Final (by STATE inspector) Footing Foundation MASTER PLUMBER'LICENSE # _ Plumbing - Underground Gas Piping Heating Ventilation Frame Insulation Plumbing -Rough Drywall Electric -Rough by STATE inspector)Final S 2 i ^93 s- ALL LISTED ITEMS MUST BE 13EFORE COVERING = WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 945 -8212 10 9 8th Street,County Courthouse,Glenwood Springs, Colo. APP - OV D DO NOT DEST OY THIS CARD Dat:k 11 A IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC 0 a a 4 C 47Z7V tA4 (Veg. I' MI r v• Ki c 7 S 7 5 e c cy te ,/4) 75-rt r w / 3 1 e ca.L. c4 r. L T7>4 1 45;44 e2 / S7 by d d d LVVrazi . t ea e i, ECOarCCAa)o O 9 y000h a.c, 1N Y a a i a+U at 1+4 0 0 dCr 8 EaU v 0 0 C .0 0a)0 m m 0 0 m ... O.o.U 'o 0 0) d .. 00HI0te30o0or n 0 y y. 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