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HomeMy WebLinkAbout3905 S College Ave - Disclosures/Engineering - 06/01/1992r* - - _----------- - _ .... _ --- - 5-a ��� -fro �� ---- -- - ----- -- SF U ' D ro_-_ Ce_-C -- -- ------ - Cs. C 2 3 In 1 On -IF = 2x a5 F 9-,zo20 PSG O. C., DATE: lo' SHEET NO. G Am SMITHANCAN AM ASSOOATE& W CPVSUU/nG En Efft BWSFEWWGFFtFEW MEFASIExASFW IMSX2= F ^ 2D K ------------------ - mp - i 77 S,S 5 SX 57 X- It1S show, 'L3k > ,D SMI1HAUSCAN Q� c DATE: G t. SHEET SHEET NO. "ASSIX7AIES M: co+smrn i�In 6w vtL^oa nFtfw n4US 7tw3 7sw RinVaM w - .. -- .-- - .. i SMITIOUNCAN DATE : :�-/-ft SHEET NO. #M ASS=MES w caawmc tNcwetns Om SIEu461RSW WMIE* MO a$4&V2= 79.C.7' iq' 2S i v _. ---- . �'-- 8--- - ---- . Ge--_�QJ___ �-/E3 G�/iu�-_2Coxl�o o'�x/•.S=2�1'�� __-- ,C 5 2 AM SMITHAUNCAN " oGE:�_y z SHEET NO. Me /SSO UTES PC COMSVIIUIG fKlWEEM sm s7to a "WEM pEE TEW WO RW O6ER0 i N N M --- h/2&4- --� /�' --- JOD 4� 5 Z� 2 & — I i O Am SMffH,➢UNCAH SHEET J1 ;V a s F SATE: NO. 13 "ASSOCWES WC comsmf tiE=; SM MU 4YS FRU'AW G914 TEXAS 25M 005MM 7YSX-2 7P _ = lf,lxi S x z 4 mm�P4 5�3Z�4 ------ a AJM SMITNIOUNCAN sF DATE: SHEETM ;O. AM ASSOCWE& MC CONSIJLIrG EhclA*fAS I?W SIEWAONS FREWO DOAA TEXAS 75241 aAM;; _--A! - - - - /E -- z K = ¢Ig-L!x� i SMITHAUNCAN Uf' 9L O',EEN SHE AM ASSOEJAIES. NO co "Tu EMYMEMS YM S71 Aya nREwm al" TE1 As ma Mg610171 R` V j— ' -------------- -------- --- ---- . - - ► F7' _ -{ 3r� G� X 13 �- Gf3 46 L D 6. 7K -- - --- -- --- —--/71�-�'�o. AM Q SMITN.00NCAN ©C < © O DATE: //-/- y z SHEET NO. / �o VQ ♦SSMATES.0 casmjjfmaweea 6W 9E&v0AFMFW W" tEXA MV RM MMV V -- - , 7/K � r SMi1N,0ONCAN - DATE: /? C-- —/ — C- 1 SHEET NO. / 7 M40 /SSOMI(S. NG coksAf� EN fft VWSTfWAm wwn DmL41FX/575W R")M 9 iv � l jot, 17 - - --- -- - -- - -�-7 - . � �8S DATE: O _/-sz �c �O SHEET NO. SMITHAUNCAN f c i /Aa ,&55pLU1FS PC Co+sW,.�c tr+cl�.te�s 0009fL&,O4FMFM CKLA17(kAMW QM 63D; 0 ------------ [0 = 9F 7K -�ZZK .�-------- DATE: z-/-5a SHEET NO. SMITHANCAN AND ASSDCIA1ES F+G ca+suirrnG [np,.[ens VWSTFWADMFFIFM DRIASIE%ASW MAIM= ti roj< T- 5L6AUM5D SCA-1,j5D A3 Y-" 17167Af zt;--A-1ePAJ66;e*, C-7 S—v L%-j ti DATE: 6p - --19 AM MEET NO. SMffH,DUKCAN " ASSWATI& PC CN+SUUlff efp; VWSIEL*AO%FNSW MLA&TEXAS MO (MM= r oo ouvs -- -- a--- - ,� y Open Web Series R Allowable Uniform Load (PLF) TJL TO Series Roof (115%; DEPTH 14 16 18 20 22 Z4 26 28 - 30 32 "=- 34 36 38 40 SPAN FL SL FL SL FL SL I FL SL FL SL I FL SL I FL SL I FL SL LFL SL I FL SL ' FL SL FL SL FL SL FL Sl I ! 14 16 260 260 297 297 1330 330 133 337 1337 337 329 329 329 329 ! I I 16 18 217 J-247 247 276 276, 304 304 323 323 323 323 329 329 315 335 1 334 334 329 329 311 311 1 304 304 298 298 1285 285 18 20 _217 179 179. 202202„ 226 226. , -250 250; 275 275 298 298 1311 311 319 319 316 316 316 316 310 310 1304 304 289 289 284 284 120 I 22 '.149 149' 171 171' � 192 192''213 273. '233233` 253 253 272 272 290 290 299 299 299 299 299 299 294 294 1 283 283 283 2831 22 24 121 127 145 145 163 163 181 181 199 199 216 216 233 2331 249 249 266 266 274 274 ! 274 274 274 274 273 273 257 257 24 26 96 t9 .1 1224 28 77 103 107 122 122 138 136 151 157 163 163 176 1776 '189 189 202 202 214 214 224 235 235 235 235 235 235 28 30 m106106.1 119 119- f131 131 - .1431143- ,155 155 166.166 'A77'177- 189 189 1 200 200 207 207 216 216 219 219 30 32 90-94-705105'716116�ci29.129�"143.743 f47;747.4158158-.;167167. 178178 186186 191191 200200 32 34 75 884 :.92".,92-.:'702.702i' 712'112: 1122A 131„,131.,:•448 148 :157z157�,16Z'167 168 168 , 169 169 160 180 34 36. 64 76, 80 82 96 100 100 112 112 119 1.39 130 130 138 138 141 141 156 156 158 158 1157 157 36 38, I 54 65 68 77 _•96 83 86 91 91 98 98 1 106 108 119 119 121 121- ,129 129 134 134 139 139 147 147 38 40', 1 46 62 58 68 71 74- 84 84 93 93 96, 96 111 111 114 114' `117 117, 124 124 -127 127 1 139 139 40 42,- 74t 711 `8 ,81 OW88 MD1 101 � -405 ,105l 107#107 -172.112 .,118 118. '124 124 42 W 65'71 74;:74 80.80 '=+88 88 "90a90gA04,'.104x 104104<.�1051050110.110' 44 46 I 57' 62+kx65i85 `69 `6 0 74 .74, 80x80 '-86AW 92;,M1 -99 M r,105105,. 46 48' 50 59 . 64 64 - 69 69 � 74. 74' , 79 79, 83 83 93 93 95 95 48 58. •551 _60) , 59 59--- 63 63 68 68 ' 76 76 � '76- 76 80 80 90 90 50 52'. 1 54 54 59 59 62- 62. 67 67' -77. 71 74 74 7828 52 54, 49; 50. -t54 54" `57 57+ z 62-`62 k65 651 i-., 62, 72e�72ti 54 -56 . 44:4T' v.50 z50 �+547 5456"'S6 763 63 >65 fi5 fi767: 56 58 1 46 47:. -50'�5W «32 `ES r SE d56- `�61 15P '72634B3'. 58 607 41 46 47 49 ,;49 49, 52 52 57 57.,' . 60•,'60r 60 I I 37 43 43 46 y,48, 481 50 50 54 54.:-.57•:57, 52 .62r fi4; 34 39 39, 41 44 45 46 46 50 50, 52?5Z' 64 W 31 ;, J 35 40, 40 : 42 ,�„ 44 .,442 47 47. ,"49" 49`. 66 6g; 32 -3 37 AO .�,42+.'42;. 45 4§ 46- 46: fiB .70-,, 34' 37" 38'.39P 41 41 i143 43' 70 TJLX TO Series Roof (115%,' DEPTH "14- - 16' 1 i --.. 18 " - 120 22 24.` ` 26- ` 28 - -. 30' '- 32 34 ' - .'36'' - 38-`L1 40"• AN FL'. SL- FL- SL FL,-SL; FL SL-: FL. _ SL FL✓,SL FL, W FL, St. FL SL FL,-SL'-:FL SL.-FL SL FL. SLs-FL-,4,SL, f ,18g 288 268 329 329 335 335 342 342 349 349 356 356 363 363 364 364 364 364 364 364 364 364 364 364 364 364 339 339 16 16:� 246 246 285 285 298 298 304 304 310 310 316 316 322 322 323 323 323 323 323 323 323 323 323 323 323 323 301 301 IB 20` k1911 .t199 (23,P+,'s23i? 263 263 274 274 279 279 285 285 111 111 291 211 291 291 291 291 291 291 291 291 291 291 271 271 20 22t'N165"` 165i ,'�191Y:it91i-217�:'21 ' 244 244 254 254 259 259 264 264 265 265 265 265 265 265 265 265 265 265 265 265 246 246 22 24^ 132 's138?'niW',. b:ii jx ,i16Q% 1...;.- 418 `205'720 f 227 227 237 237 242 242 243 243 243 243 243 243 243 243 243 243 243 243 226 228 24 26r: 104 118�,1137.437, 1156,,056, 175: ,175' ,194 s„194-. 212 212 223 223 224 224 224 224 224 224 224 224 224 224 224 224 208 208 26 28 83 102" 112 118134�y734 v-... y751'151�',767 ;"167^' i.183tn183t 199 199 208 208 208 208 208 208 208 208 206 208 208 208 194 194 28 30' 68 89'. 91 103' ,, .117•Ail" ;`131"7131� 1.145'--I 145. ^160: 160 174 174 188 188 194 194 194 194 194 194 194 194 194 194 181 181 30 3Z. 56 75 75 y�90�; 'i80' 97 WS' if 115"4115, `128"-128 -740�140 .11, 1153 165 165 178 178 182 182 182 182 171 182 182 171 182 182 171 171 169 169 159 159 32 34.a 47 62 63 81 102 1,�917` AZ`4 i13' gt24�124i 11135"`:=-13i 146�,ti 146j 157 157 168 168 171 171 _34 i140-.;, 38' 39 52 53 70 68 kt81' 86 a101 ,101i �111.„11fi 121 12f f31"'�13t" 150 150 160 160 162 162 162 162 151 151 36 W 33 45 45 60 58 -73 73 82, 90 91.. 99:-mg!) 108-_ 108' .117' 117 126 126. 135-, 135 144 144 153 153 153 153 143 143 38 40, 29 38 38 51 50 ' :66. 63 '74 � 77 . _ 82= _90'" z.90"- ', 98 ^= 98i .106e- 106 �114'-114 122, 122'- /30' '190' 138 _ 138 146 146 135 135 40 42' 25 33 33 44 43 57 54 6T 66 74 80 •'81, `-W- 89- 96'. 96 t03 703 770 i1D `74B. 118 125 125' 132 132 129 129 42 " 29 39 37 50 47 +'6fi 5Y 581,481 69 i374' 81 ,`8V '74 IM5, 87 rW'�94. 161 loij,707�-107 `s92x Y14a 14A 120tj20x 123 123 44 1 25 34 33 44 41 50k62y fit .468 72 a8080_:186d 'P73.vt73 86. ^92 98 y98 1, 104�104: �110 170,E 116 116 48 48` 29 38 36 48 44 =i57i 53 1-`.62 63 ; 68 �79 79` "*85 185t'�9F1.;�.'J9D 96`>'96. 101 :;101'. 107 107 48 50 25 34 32 43 39 52_ 47 57_ 56 63 66 68 '- 73 73 78 78 ' 83 83 88 88 . 93 . 93- 98 98 50 52„ 28 38 35 47 42 53 50 58 58 63 ` 67�, 67 72 72 77," 77 81 61 86 86 _'- 91; 91 52 54 25 34 31 42 38 49 45 54 52 58 60 62 67 67 71 71 76 76 80 80 94" 84 54 58 . 28 37 34 45 411 r•y50f 47 54; 54 -58; fit M :-'.66;!,66 70; Jll �,74,�{741 ;r78'x ;78 56 58' 25 34 30 40 36 .'.46" 42 µ6' 49 -54' S6 58- ofi2-_-: 82 65:. 85, 69 89; - 73�F: 73' SB 60 27 37 32 �43' 36 '47' 44 SL 50 =54'. 5758 BY�61 '65 �'fi5,� 68'; 68- 60 FL = Flat roof less than 'h" in 12" slope. SL = Sloped roof greater than ye" in 12" slope. Notes: 1. Straight line interpolations may be made between depths and spans. 2. The load tables are limited to simple span uniform load. The tables may also be used for bottom chord bearing trusses (maximum bottom chord slop, of t"112") with or without cantilevers - at one or both ends. The cantilevers are limited to 55 of the main span provided the inboard shear for can tilevered conditions is limited to 2,500 lbs. Call your local Trus Joist representative for other conditions. 3. Values in grey shaded er4a may be increased 7% (4%when MICRO=LAM Ibr. chords are used in the TJLX series) for repetitive member usage if the criteria on page 9.2 is met. 6.17 IC 593 , SECTION PROPERTIES/STANDARD SIZES To the extent that other considerations vall pennd, the firoshed sizes of structural glued laminated timber as 1� Table B constitute normal industry practice Industry standards do, however, permit the use of arty depth or vndth of glued laminated timber. Dimension lumber of 1'/v;m: net thickness is normally used for laminagng-straight members: [ The modified section modulus includes siie ta4or {Cr; and no further.reduction of iaending'stress.for size i3 needed n n d' 1 f = •� x• Z C r. ji Oc GN Y Gtj LL z.j r s Wc! City_ VNt' ,Z�3 C C C C CWu,:AVI.. ..,0 O�mQ ...�N.O i WJ Q y 9 i Q LLj •Q- xx �LLj 5.'' WF:J-Q ' Q OO r 00 T �z:.. F �Y OZ w 00 �w ! Qu4r,?d00 fZ _ o 24 0 ,1_ 164 0 "1 - - 600 0 i 7 776 1: 54 0 474 5 `3 598 0 -7 114 818 i - 3'4" WIDTH ,. 45 5 .. 174.1 3271 1 55 5 1485 6 3 789.1 j' 124,654% i 6.0 ;4f ' 18 8 18.8 ' 56 1 27.0 ;1 184 3 - , 749 5 1' 01 072 d 57 0 . , 498 8 ' .3 984 9 1 135 037 .1 -75 ' %• '23:4' - 493 •t - 110 :•? 485 y1= .•1944 4 - 8300-lf-13.021- .!" 585 + 5119 r� r41853�9i145980 A 9.0 ' j ' . 28,1 i 42.2 1 . 190 1 30.0 ,'. J! _.202.5 . -a . 9145 1: 15,188 � 60.0 525 0, a r `4,390 3. 7 157,500: 105::;' - .32,8' 1 57.4'J .302.'" 315 :•J5 4126":I' 100285'217581 :J= -� 12.0 75.0 - .450.{ 33.011 2228:::41 .-37.5 13.5 '": '42.2 93.7 _' ''641" 'i 34:Sr'? -, 232.9-'A� .1,190.8'. 23,098,,1, 150 1613 3933 i.•:3,023 y -15.0 ,' ' . 46.9 . is i 114.3 ':, • - 879' :1 :. 36.0' ,j! - 1243.0 ?>i-.1,290:5 4: 26,244 .:: 16 5' ;}. r 177 4' .-ct. 470.8 J3'-4,024`,' I -'"'5 16 5 •r t 51 6', -136.9 -."' 1,170. :{ - 37 5f4 =.1 453 T .''1, - a1 393 9 ,i- 29 663.' -J, 18 0 , r • 193 5 --w7554.9 . 444. :a -I -"56.3 ,.j�-:-161.3"'j 1519°5ii 39.0 ai' 4633".��1' ]-5011 `jf 33367` rA, 195 2096-e1.;%6455 q6642-«f ..18.0 19.5` '60.9: jr ' 187.E -' -1 1,931 -�� "" 40.5 '-11 473:4+cuj 1,612 0? i `37,367 � ^ 21 0 ::9` 225 8-_,].12' - 744 5,�?G : 8,296' . A ,. '21.0-'`_�-' ,65.6',^:i 215.8'•n 2,412 .]j-"44:0": 483.5'�+jl 1,726:6'r3 41;674r.�:•:F 225 :`a..241`.9"MF 8458Z4410,204"':g 42 5 245 9_: t 4 966 -`? i "'43 5 "at 293:6 { 1 845 0 its 46 301 "� 44 0 ry . 458 0 3"3 „:9555 's14 384a"'ri --,440. 1' 750 -;t` 47J8-::'1 3600':> `450,'p„jt.V3038" ,,41'967.0'-'J 51258. �.45SF-h-:r 4741� {t„10714,�j,:,t14854. - !%4659s 40946: 'S6556 s`" 1s;•47'0 �?'!c-'�F4903 �41 11936--- it':17633P�Aj FF285 a`z3064-i"13419,40"738v"-a{ t 38 4 - yt 4 48 0''-� " -180 '`. , 'u'Pr w" °� '� 4 ', 30 0't ' 324 Sa4`' F 0 1 456 4 V,24188° A +�r� 90t?w+ 461 = J 69Y .( 3'11 '�°' �,WIDTFI „4�, yr x ._' f 31 5,+ , +3386-1P.1'S970 28000 ..1 0:5� 1r 53.8..:` HE. :.. 94.2_ rys .. fi494 ,- � ' 1 Y 0% W-105 460:is1:sR354 8 s3 1 743 7 34194" :>�j 1461:5.`:�d',`.:143:01-1`'. f738'a:..:{ -. 13i5'4"i"i1f'+:1181c:',! :262:3?.5�r51g7.9.4')�4,. 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'' . 31.5 :a'. 275 6"`•=3 1 299.9 A. 24 791 -. zj - 54 5 "9 564 4 . 1-w 4191 4_ , i`349 630: '? .: '31.5;r-Ji 161.4 , .- r-761.4 ---';- 13,349 ; 1 -33.0 - "1`-9.88.8 Tl- 1 4193 `3: - 46,404' -:j 54:0'- -;--'580.5 ";;. 4,440.4` ..141,u6Y.. . '33:0`;-,�-. 169'1 `-':831:3'r 15,348 --1 -345. •y sOtt9'%'a-1,5436-i!-29,942-=i •55.5-'':f •`596.6 �1.-4,655:24;153,745 ' -34.5_Y-:t `--176.8 :''I .:9041 --1, 17,53V 4 360 e"1 - 3150=4. 1674.8 �"34p40-� :'i 570 --9 612.8 •`{�'-48957�1-165,902 - 36.0^'n!. ; 184.5 ' 979.8 49,926 • 37.5 j: 1 ' 348.1 -.1,806.9 'J 38,452" - 58 5 . 1 648 9 :° 5,141.9 ' 179,347 39.0 -4---341.3,- 1,945.9-43,253�� .1 600 �' 1 �6450 :i� 53988'd 193,500 a0.5 .::.,` : 354-..4_;4,089.6-=i; 48,439 zy .61-5- -' 6611.--'.: 5651 a,y:408,374 162 �0 --i 974 ' 1 42.0- 367 5 =i e44 238 4 1� 54 024 - "'{ 63 0 % 677 3 ' a ' 5 914 5 .4Y4 000 - 13.5 `-;,- =9Y.1 n•" 202.4':4' ^1;384 . t 43.5 .; 380.6`-i' 2,391.E,i 60,020 15.0 - 101.3 - 2469 1,898 1 45.0 - - 393.8. ';:,'2,549.8 .- 66,445 : ;! 66.0 -. ' 709.5 ..?' _ 6,457.8 '1257,548 ; --,16.5 111.4 --. ' 295.6 2,527 46.5 -'406.9 i'-2,112.7 ' 73,314 1 67.5-725.E.-J - 6,737.8 "-:275,511 18.0 121.5 348.4 3,280 48.0 '1''-420.0 2,880.3 ; 8- 1 69.0 741.E - 7,043.4M 494,489 19.5 131.6 - 405.3 : 4,171 49 5 "1. - 433.1 ' 3,052.7 88,439 a 70.5 ' r 757.9 --1 7,314.6 --i 313,902 -Q1 n 141.8 -' 466.2 5.209. 51.0 446.3 3,229.8 ' 96,725 ! 72.0 774.0 -. 7,611.3--. 334,368 22.5 -1519 531,1 i 6,407 52.5 ;_�459.4,y3,411.b_IPS,513 73.5 -7 .1. , �5 1 77 9 0 2 �- ----- -- -- SMITHAUNCAN DATE% i ! Z SHEET NO. Ih9 ASSOMIM RC [0.4U1���+G fMGwFFM 8m51fim"GA "m 6VUi T1xm 5Nt Rtq BG7@0 C7 -2 3, 7. 5 Lv- 14 =/-t.-. �77-- ;15 9, z •Z 7 v n �-- SMITHAUNCAN ol /=7 DATE: SHEET NO. AM ASSOMMS. K CC Ab Ar'W EEl.WEEM IMMSTEMAMMM 0 L4TEXA5,W9 aMMW --- -- - ---------------- ice, C� X o 5 6-7. DA/TTE: -� ! SHEET NO. `J SMITHAUNCAN AND ASS"IES. 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