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2300 N Tustin Ave - REV1 - Plan
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2300 N Tustin Ave - REV1 - Plan
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Last modified
6/6/2025 1:22:50 PM
Creation date
6/6/2025 1:22:17 PM
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Plan
Permit Number
30146715
101117751
101117752
Full Address
2300 N Tustin Ave
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KOLPRK <br />PLANNORTH <br />A Welbilt Brand <br />• SPAN CHART • Allowable Applied Load fpsQ <br />Length <br />Standard Core Super Era OS <br />4 in 5 in*6 in 4 in 4 in 6 in <br />U180 U240 L/180 U240 U180 1/240 U240 (+)L/240 (•)L/240 (+)L/240 (-)U240 (+)L/240 (-) <br />5'135 104 175 135 214 165 191 195 398 405 388 396 <br />5'-6'120 94 153 120 187 147 172 170 356 363 368 376 <br />6'106 84 134 107 163 130 155 149 318 326 349 357 <br />6'-6'93 76 118 96 142 115 140 130 285 293 331 339 <br />T 83 68 103 85 123 102 126 114 255 263 314 322 <br />r-6'73 62 90 76 108 91 114 99 228 236 297 306 <br />8'65 55 79 68 94 81 103 87 204 212 282 291 <br />CO <br />m <br />57 50 69 61 82 72 93 76 182 191 268 276 <br />9'50 45 61 54 71 64 84 66 163 171 254 262 <br />9'-6'45 41 53 48 62 56 75 58 146 154 241 249 <br />10'39 37 47 43 54 50 68 51 130 138 228 236 <br />10"-6"35 33 41 39 47 44 61 44 117 124 216 225 <br />11'31 30 36 35 41 39 55 39 104 111 205 213 <br />11'-6"27 27 31 31 36 35 50 34 93 100 195 203 <br />12'24 24 28 28 31 31 45 29 83 90 185 192 <br />12'-6"22 22 25 25 28 28 41 27 77 82 172 181 <br />13'21 21 23 23 26 26 37 25 71 76 160 170 <br />13'-6"19 19 21 21 23 23 34 23 65 70 149 159 <br />14'18 18 19 19 21 21 31 21 60 64 138 148 <br />14'-6"16 16 18 18 19 19 28 20 55 59 129 139 <br />15'15 15 16 16 17 17 25 18 51 55 119 129 <br />IS'-e"14 14 15 15 16 16 23 17 47 51 111 121 <br />16'13 13 13 13 14 14 21 16 43 47 103 113 <br />16'-6-12 12 12 12 13 13 19 15 40 43 96 106 <br />17 11 11 11 11 12 12 17 14 37 40 89 99 <br />17-6"10 10 10 10 11 11 16 13 34 37 83 92 <br />18'9 9 9 9 9 9 14 12 31 34 77 86 <br />18'-6"8 8 9 9 9 9 13 11 29 31 72 81 <br />19'8 8 8 8 8 8 12 10 26 29 67 75 <br />19'-6"7 7 7 7 7 7 11 9 24 26 62 71 <br />20'7 7 7 7 6 6 9 9 22 24 58 66 <br />Self Weight:2.5 psf 2,75 psf 3 psf 4.2 psf 6.4 psf 8 psf <br />V/near interpolatd values <br />Does not meet minimum outdoor L, =20 psf <br />Does not meet minimum indoor L, = 10psf <br />DAVID M <br />FULTON <br />C89429 <br />..CIVIL-B^lNEeR' <br />m <br />Standard Core: Unreinforced indoor/outdoor panel <br />Super Hat channel reinforced panel w/ 20 6a exterior skin <br />Era OS: High capacity reinforced panel w/ 20 Ga exterior skin <br />Notes: P^nel capacities shown are based on the maximum permisable loading normal to the panel span direclioir^^WS' <br />to achieve the specified deflection criteria or the allowable stress load (applied FOS = 3) whichever was <br />more stringent. (NTA test report KLPK091719-108 05/22/2020) <br />Panel self weight may be added to the listed positive load capacity when designing <br />wall configurations. <br />Specifier shall check combined stress of transverse and axial __ rransgppned Axialgppnea < ^ g <br />loads on wall panel using the following equation: combined - rransm,owadie A*«a'aiit)wabie" <br />LARR 24808 2300 N Tustin Ave - <br />101117751-52 & 301467158/22/2024
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