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38066-38070 Daughtery Rd
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38066-38070 Daughtery Rd
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Last modified
2/26/2025 7:19:31 PM
Creation date
2/18/2025 4:18:31 PM
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Building Plans
Street #
38066-38070
Location
Daughtery Rd
Contractor
Sandy Development
Building Plans - Permit #
9031-9090
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NAiL!5 <br />ALLoyqABLE UPLIFT oF GONNEGTOR 15 4165 L135. <br />TABLE No. 4 <br />GRAVITY 4 UPLIFT <br />SAFE LOADS (PLF) <br />8'x Wo'COMPOSITE LINTELS <br />MAFK <br />NO. <br />LNTEL <br />LE14STI-1 <br />CLEAR <br />SPAN <br />LINTEL <br />TYPE <br />LNTEL <br />TOP <br />SARS <br />LNTEL <br />50TTOM <br />IBARS <br />GiRAVITY SAFE LOAD <br />UPLIFT SAFE <br />LOAD <br />SOLID <br />SOAK" <br />SOLID <br />SOAKUL <br />SOLID <br />SOM&L <br />SOAKUL <br />SOLID <br />S(2AXI)L <br />A BAR <br />5 BAR <br />DETAIL W <br />DETAIL J <br />DETAIL 14 4 J <br />DETAIL K <br />M-1 <br />21-101 <br />11-rol <br />Precast <br />(2) #2 <br />(2)*2 <br />NONE <br />10000 <br />10ow <br />loom <br />10ow <br />M-2 <br />31-61 <br />21-21 <br />Precast <br />(2)*2 <br />(2),02 <br />NONE <br />51331 <br />Woo <br />loom <br />10000 <br />M-3 <br />41-01 <br />21-81 <br />Precast <br />(2)02 <br />(2) v2 <br />NONE <br />426-1 <br />10000 <br />613S <br />10ow <br />M-4 <br />4-(ol <br />.31-21 <br />Precast <br />(2)02 <br />(2)*2 <br />NONE <br />3211 <br />C31(01 <br />(W32 <br />10000 <br />M-5 <br />41-81 <br />31-41 <br />Precast <br />(2)*2 <br />(2)*2 <br />NONE <br />2c344 <br />5414 <br />(604S <br />10000 <br />M-6 <br />51-41 <br />41-01 <br />Precast <br />(2)#2 <br />(2)43 <br />NOW <br />4823 <br />6431 <br />4421 <br />1041 <br />M-1 <br />51-10, <br />41-61 <br />Precast <br />(2)42 <br />(2)43 <br />NOW <br />3S23 <br />505 <br />3600 <br />5430 <br />M-8 <br />61-41 <br />51-03 <br />Precast <br />(2)*2 <br />(2)*4 <br />NOW <br />4115 <br />4115 <br />2W2 <br />4411 <br />m-,5 <br />9,141 <br />51-21 <br />Precast <br />(2)*2 <br />(2)*4 <br />NOW <br />31334 <br />3S34 <br />2810 <br />4151 <br />M-10 <br />(01-81 <br />51-41 <br />Precast <br />(2) #2 <br />(2)*4 <br />NONE <br />31IS <br />31IC3 <br />2653 <br />313ICJ <br />M-11 <br />11-fol <br />61-21 <br />Precast <br />(2)02 <br />(2)#4 <br />NONE <br />21311 <br />21311 <br />2030 <br />3060 <br />M-12 <br />11-81 <br />(ol-4# <br />Precast <br />(2)*2 <br />(2)*4 <br />NONE <br />21% <br />21% <br />IS32 <br />2931 <br />M-13 <br />at -on <br />of <br />( -$a <br />Precast <br />(2) #2 <br />(2)*4 <br />NONE <br />2581 <br />2581 <br />1154 <br />2102 <br />M-14 <br />V-41 <br />11,01 <br />Precast <br />(2)02 <br />(2)04 <br />NONE <br />23% <br />23% <br />1600 <br />25M <br />11-15 <br />V-4' <br />V-01 <br />Precast <br />(2)42 <br />(2)#4 <br />NONE <br />lebs <br />IW3 <br />1238 <br />2055 <br />11-16 <br />lot-W <br />V-25 <br />Precast <br />(2)#2 <br />(2)#4 <br />NONE <br />1621 <br />1621 <br />S41 <br />lbs <br />M-11 <br />ll'-4' <br />101-01 <br />Precast <br />(2)03 <br />(2)45 <br />N04E <br />1466 <br />1465 <br />196 <br />504 <br />M-18 <br />121-01 <br />101-8* <br />Precast <br />(2)03 <br />(2)45 <br />NONE <br />1335 <br />1335 <br />(0131 <br />1311a <br />M-15 <br />12'-(o' <br />ll'-2' <br />Precast <br />(2)413 <br />(2)45 <br />NONE <br />1251 <br />1251 <br />634 <br />IM <br />M-20 <br />131-4' <br />12'-0' <br />Precast <br />(2)*3 <br />(2)05 <br />NONE <br />1144 <br />1144 <br />545 <br />112S <br />M-21 <br />141-01 <br />IT-O' <br />Precast <br />(2)#3 <br />(2)45 <br />NONE <br />1101 <br />lobro <br />4e* <br />1012 <br />M-22 <br />14'-&' <br />W-41 <br />Prestressed <br />(2)03 <br />(2) #3 <br />NONE <br />NR <br />1234 <br />511 <br />112(p <br />M-23 <br />151-4' <br />14'-0' <br />Prestressed <br />(2)03 <br />(2)*3 <br />NONE <br />NR <br />1*0 <br />520 <br />1026 <br />M-24 <br />ll-4' <br />161-0' <br />Prestressed <br />(2)*3 <br />(2)04 <br />NONE <br />NR <br />W2 <br />403 <br />154 <br />M-25 <br />113'-4' <br />19'-0' <br />Prestressed <br />(2)03 <br />W05 <br />NONE <br />NR <br />841B <br />321 <br />(033 <br />M-26 <br />20'-0' <br />181-8, <br />Prestressed <br />(2)*3 <br />(2)45 <br />NONE <br />NR <br />V2 <br />29e <br />5w <br />M-21 <br />21'-4' <br />20'-0' <br />Prestressed <br />(2)#3 <br />(2)05 <br />NONE <br />NR <br />14(o <br />262 <br />51(0 <br />M-28 <br />22'-0' <br />20'-5' <br />Prestressed <br />(2)03 <br />(2) 45 <br />NONE <br />NR <br />111 <br />246 <br />484 <br />M-213 <br />24'-0' <br />221-81 <br />Prestressed <br />(2)*3 <br />(2) S <br />NONE <br />N.R. <br />(640 <br />205 <br />49* <br />NR- NOT RECOMMENDED <br />IDETAIL IIHII- <br />IDETAIL Ili 11. <br />I lon 7 ��� N <br />GRAVITY 4 UPLIFT <br />SAFE LOAD& (PLF) <br />W x 1W COMPOSITE LINTELS <br />MARK <br />LNTEL <br />CLEAR <br />LWTEL <br />LINTEL <br />LNTEL <br />CARAWY SAFE LOAD <br />UPLIFT SAFE LOAD <br />SOLID <br />SOLID <br />NO. <br />LEWZTW <br />SPAN <br />TYFE <br />TOP <br />50TTOM <br />5ARS <br />BARS <br />is (W (11 <br />S Mu (IA - <br />I <br />I A 5AR <br />I &Fl(o-15AT <br />1 4--0- <br />1 V-41 <br />1 Recast <br />r2) 1/32 WIWI <br />(2) 02 <br />EOW <br />226-5 <br />bm <br />10 <br />MIT <br />bm <br />OL <br />M0j <br />03-10-200S <br />0 <br />0 <br />bm <br />0 <br />1 <br />1 2 _j <br />0 <br />Mn <br />CL <br />0 <br />u <br />z <br />W% <br />Ln <br />me <br />LLJ <br />i� <br />z <br />Lu <br />u <br />L: LLJ <br />'o <br />:3 0 <br />Z <br />Cd <br />0 <br />0 <br />4�1) 4) <br />z 8 <br />C44 <br />12 <br />-d <br />C:g <br />0 <br />oz <br />I <br />cat <br />03: <br />%9%0 <br />A <br />H <br />"o cm <br />In <br />i <br />SMT <br />S�3 <br />OF- 4 <br />
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