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<br /> RED-L'"TRUSS ALLOWABLE UNIFORM LOAD TABLE(PLF)/PARALLEL CHORD E - B A L
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<br /> 9 A9 Concentrated L nads 50 Side.-Loaded Double Trusa Assembly MECHANICAL UNI
<br /> 1 e" 9' : 2 'xam_g1,nT _-_ta'.__�._9P.�._33_� .r.;i• ae• r OR
<br /> e9le ren,mnraau m•.n �, jj �.,r..
<br /> �.avasn raw«•r.,«.utesr _ . r.u, � CONCENTRATED LOAD
<br /> _ lows menra..,msar
<br /> 31,291 341 393 111 121 370 421 39a 19a 328 W 324 35i JOl 75A 2%11t3X 111x r333 275 r716 10 13n 2Ad 7v5 t244 MC
<br /> 200 10,117 421 300 410 N3 160 427 39t 389, 37i 371 117 3t7 Jig 328 304
<br /> lf' 266 308 301 W 214 390 343 396 335 300 329 353 3N 111 311 111 311 336 111 310 2% 397 NI 19tl 251 M 240 IN r Faplga140990 lli lnfll llmefm lYPskA
<br /> 151 332 190 312 211 415 258 141 2% /11 311 365 me 3A7 335 222 307 30s 301 Lean w sOa+Aw1 M Futldul"
<br /> ta' 220 250 700 289 27A 330 M 353 301 J55 322 362 302 344 218 308 27fi 315 27fi 3113 261 289 258 700 252 no IN 26e
<br /> Ion '13 139 313 113 359 206 111 239 381 265 392 374 340 115 304 315 303 211 304
<br /> le%212 UI 245 IN 277 201 38'i 226 332 268 327 290 310 271 311 284 312 259 29d 257 n9 239 HO n4 168 288 P56 load vunlw 6ucN spern9 moos
<br /> 20. D1n d541n.MaV.mI M reband x
<br /> al 129 IDe 266 134 i99 159 323 IN 341 214 349 239 353 249 I.
<br /> MY 223 31S 305 7.14 789 275 ` erwy taut
<br /> PS IStl 171 112 201- Ill 26D 200 in 220 307 260 309 Me 305 763 287 27r 275 27fi 259 211 258 IN 256 221 218
<br /> 65 n2 84 211 108 252 130 In 150 314 181 307 200 321 202 325 IN 316 301 2e2 251 278 259 �-fewoollllama I.v Woeraixedto
<br /> 113 l52 l33 ff0't H7 221' IJt 711 185 269 202 2A7 Y no 253 29] a3 287 272 272 22/ 2G] 218 2n 213 N6 2x sldeDvn geug9 n•�ss rtatlm.
<br /> Y1�' 52 167 67 75 1D7 211 12] 267 139 P91 I61 291 IV 798 i90 90Y 219 496 2A1 284 211 252 lout LOAD TRANSFER BLOCK REVISIONS:
<br /> 26' 105 I33 117 7) IN 1" 151 ib 166 275 177 250 T96 in Y37 272 237 7)7 72A 266 222 7f6 2R 255 I12 n7
<br /> /2 WS 55 ed A4 210 99 33 118 255 136 270 L54 275 I81 . 178 1R 195 210 RII 278AS i08 109 49 u5 163 136 I81 ISI t09 163 719 177 133 214 253 220 253 220 25J 23B Ml Ion 231 Pot Z32 Concentrated and Non-Uniform Loads ewdlnnrrnrn/onr�arnromrnwnnNw64nmamadlaemposexornm.wa
<br /> 3�IN " Ie 5
<br /> 6 i58 fi9 In 61 1% 9e 220_Its 240 130 aA 139 257 156 257 169 251 1*4 256 193 IN z32 y111nIn.albrand 1-0 flw16n10'"Isodun caolnD Pw drold Iowa _ NOTE: WEIGHT OF MECH. UNIT TO BEAR DIRECTLY OVER PINS
<br /> ed 92 114 log 33D 121 145 127 158 14D 173 Isi 991 -RA 70i 12 1 25 231 206 736 AW 236 205 215 Me 21e - Maihnwn toed
<br /> 9r wror Yuan loan darn use mm xan dear Iran mn ape, tmrAn ea ON TOP CHORD OR DIRECTLY OVER LOAD TRANSFER BLOCK5,
<br /> _ SO 37 121 16 % 155 fib 175 AI 192 34 209 105 220 L22 238 132 241 146 242 In 27fi 174 f31 195 Yt9 PN iMnf4 egdlt
<br /> i5 76 100 95 113 107 728 I1/112 127, 156 179 10 I51 In ISA 17 211 IBO 2a.IA3 272 l93 21I 197 203 mwdll ern htlfnll0"'Wlnnlca rap'OmllWne lv unol:e sit9rp.du uyenq I A5 SHOWN- LTB's TO BE LOCATED AT THE BOTTOM PIN
<br /> 8x' rolR road mrordWs shntltl ba added b de ayafdm m cnrtY Con enhalAd flo8.-pi'lie d_W___70000
<br /> _j�} _
<br /> n 31 t81 99 Iz/ /e t/e se tss fie 17a 79 tN 90 19•i too Ill n4 225 125 217 137 z22 ILL ns 162 2m oadouroodebad"yo stedmabeorgnamnx awnnorrnerstgmew amV nee.M- 2uoa NEAREST TO LOADS NOT DIRECTLY ABOVE TOP PINS
<br /> % 11 /l 1111 99 114. IDS 126 120 136 127 151 1 0 ]41 uv4 n to, 165 1" 111 IN IV 2W IQ 1% IWr-It 1.300 et. MAXIMUM LOAD AND LOCATION SHALL BE IN ACCORDANCE
<br /> .3P �.--. ngrrpnreM fWatlitp rurcnMeWellwde lndb ntmrb usWly gdxwlee me -
<br /> 59 81 33 110 41 u4 49 136 57 150 66 164 76 176..$I 88_91 201 107 210 118 201 130 200 143 1" .nYW esamm�cal s)•�.m and alnq elder+vale rimelnilvm dnikg011 WITH APPROVED TRUSS CALCULATIONS
<br /> 30, 5f 72 V n 91 IUB 101 114 114 128 123 lJF 132 150 F40 ill IV l71 ill too In IV in 179 )
<br /> 55 77 93 3s IV 42 115 49 128 57 348 66 151 16 I61 84 174 92 185 In 195 114 IN ]24 179
<br /> 8r 47 fit 28 80E 95 97 92 106 V 1161113 116 115 D4 {27 144 136 W 144 183 IR le 163 I71
<br /> 47 62 80 30 N 36 104 42 114 49 126 51 64 141 72 151 82 167 91 177 98 I% 101 In
<br /> 40 052 69 79 79 81 V 96 94 1112 '99 13.iD9 122 Iv do all 139 III; 116 too 111 148 111 51 Header 015ted Maximum Allowable Header Cl{ Load Per Truss
<br /> 41 $2 a 86 31 96 17 102 43 IM 49 122 56 132 64 L41 71 1$0 79 i60 81 164 95 162 - - - P
<br /> 5 46 5! t0 79 19 87 85 95 92 102 W l08 101 II! II4 Its 121 137 t7!I41 133 111 Uaubbtaprrmdxxhrcno - - '14 Ie14use Do'+Took
<br /> 4Y (ad PnJ-L''W.L7' '
<br /> 35 R 60 a 86 37� 37 103' 43 112 49 III 55 i76 6Y Ill fi9 I45 11 151 el I% lz �
<br /> ad-W"0lawel hwt94rin "ender neaali
<br /> SI ]9 52 65 1 8G 77 85 78 J7 90 % 96 Ito 151111i n iiI 116 129 IIIF131 Dm01e neaWled 8elb n1141Mn eWn
<br /> 44 11 39 52 65 74 12 31 n 38 300 43 109 40 1l7 55 125 fit 133 61 110 74 139 na8ulled fk4ufnd
<br /> Z 36 AS 57 06 7) _-v7? 7E M 82 92 W % 93 J05 99 112 IUS 118 II2 l21 no":ae"T•eel AN•W_7_3Li11us _ n
<br /> U /6 45 51 69 79 56 34 93 7d 100 11 10, /9 Ill. 51 121 (A l28 66 131 �W-i 4,090 ihe d -
<br /> �w I 2><(TRUSS CHORD WIDTH) WITH Ir4"±x3"
<br /> ZQ 10 51 81 l7 11 73 19 7J 8< BI 90 A6 9fi 8/ 10 % IOA 1
<br /> 03 11
<br /> 3 _
<br /> w A NOTCH BY CONTRACTOR INSTALL D RECTLY
<br /> 41 SI 62 TD 79 30 A6 74 92 38 98 43 ILfi d9 110 51 IJB 59 l24 8dd•", 75W 4n A
<br /> cs.7 Ae, 36 /S 55 59- 65 72 a 18 72 83 e0 A9 85 94 90 190 95.111 •W.I..gtea fd t,rman Lot- neuw n 9rs OVER TRU55 BOTTOM CHORD PIN.
<br /> IS 55 66 n 79 JO ¢¢_6 n 80 3b 96._/3 103 li 700_52 115 •b6r vies ne Luella Wwlxn l .Irmo.s.nl 1Mmu111"1-119 npmnwlad -
<br /> bT 39 a 57 62 66"-72 10 77 74 82AZ 11 et a3-es 88 07 owearo aglueaas lmwl9+rawM Inn mrspnnai�q�du rnom. FIELD MEASURE TO A34 FRAMING ANCHOR
<br /> _ 39 49 s9 63 73 7e n a4 34 As 33 ss 43'too 47 lafi VERIFY A SNUG FIT BY CONTRACTOR
<br /> a >8 // 51 51 62 6 07 fi9 16 73 9I-is 06 82 90
<br /> w HOW heder 0y ne4WlWr• TO " MAX GAP
<br /> 36 37 7 _ _ 58 68 72 58 a e3 35 88 3a 93 12 yl
<br /> 77 el 51 60 62 .fi8 fi9 8!7fi i2 81 76 8P Wan de
<br /> w e6 37 17 56 a 0 74 78 31 84 3S U 38 93 Z 36 43 /9 55 57 80 fig 68 67 11 71 87 `/
<br /> f6' % 17 /9 SB e_ 'AA 75 79 77 60 35 8A O
<br /> 00' 79 IB 50 55 60 fi9 fi7 72 66 75 Ones dapM,daapnlwd,wdYM pgf�a4a3'BM krWwLaa COaof o follow babe lW Wpple ltlotl buaew, bon*in dm Md stets hr,59t TIGHT
<br /> Z 39 I6 50 61 6S 66 72 18 32 83 NeaOMq woo pwrktoof9N8/97^jy,a6118ea88eWpe
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<br /> 61 under l an 5 forardltb denihs and Prone ft deft Ind Main non Yowl nMrl your l ed8an"1¢Wrcal wprmmJlw to n velar, 3"S > C)
<br /> awt wlrnlns mq 1.:151 WI taW tN 52 Loads on Cantilever 53 Non-Beating Partitions Z
<br /> wm rted tw D sN may as raped a Pnrpmtdlduler In and 14re1b1 to Truss
<br /> a General Notes
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<br /> ValuessMwn are tar demoatlonon of maximum allowable load Sodoo FindNopcfxOns mar'be mace enwnn deiwrs mtl spans- I-8Cx2Yp" NAIL TOE NAILED
<br /> O caprot Mud an the following assumption: EACH SIDE OF TRU55 (a
<br /> 2 •Vdia"In shielyd 2I.mtlYDolna0a3ed 98 IOn4ayC•raId11D8!me a Ions:
<br /> 3 -57mpb wanundorny basal cwba—,,im sra mm�s lw poslbo 7%1v Red L'Vls48 snores and 4%Ior Rrtl IT-louse stnlg9 U
<br /> or&%,I�N'12 sago rmnmwn)In lout avithcao,s finedksloes urn-to,led bf mmqula--ar00 eed9wny,"A4 _
<br /> M -Sped e0ean8 dbtAtee ffwrn Invest lace ro Ins uw Idea M bnarlrq. -
<br /> p -Top mud d rtonb""Ll s4]s-14'v ngwlns-IAyrodr vull ,",Lvi • analysis
<br /> its.ora q 1uose are ft Co(aW ect l mMTum h-lacMNatl batl ft I /
<br /> inalysbis mi ream ter u7de.COnlX1)our Ped9ul6"I llMnal / \F1opWrnrl:lgvwo:e /�r����
<br /> OnctObwdn obmtxrneof blaresclod. I` CBD eIoled rdr aV J
<br /> } �ePla'w lrr asSstarcW (;ggx,sypr Ilu9a mlY nNal In Cellactnn �3
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<br /> Z M4m4 dnlgll4dMlRa)OOJAe N,snmon-.-,—Ar am,.*pr.Ind elwwfk aonolod ou,Ind,Prrngod by ab dWp lnnlewldrtal.AquN Iroazse mry,col
<br /> be.*to wlel her nnlnnaw Au di swud m tie bone,lbws.for duWm,n9Ndiv9 erne)fmrr c 0y,1.9.yoN fifuni 7'14o4WnlYeprrtaenhorn.
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<br /> WlET DETAB.S 138H41NTERFFCE DETAILS W Z
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<br /> r �..n.,...._n. DOUG WALTER
<br /> DRAWN BY:
<br /> UPDATE: 04/11/2024
<br /> al
<br /> TITLE:
<br /> a:r�eow rrxrraa.:la.- .•.� a ..�•.e-�� _ •__•'
<br /> ea.a r 1 COMMERCIAL KITCHEN
<br /> ir.w. v EXHAUST SYSTEM
<br /> ,d•.-+wa^� .,,:1•f.xw ,e'-'•m.""a�,,,;jgR-ea.".n...
<br /> - - � I mnxre.auanoran
<br /> s� SHEET*
<br /> L City of Everett Permit Review
<br /> EVEREiT Status:Reviewed for Permit � x M-4
<br /> 04/16/2024 9:28:58 AM iir//
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