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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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TAME No- 4 <br />GRAVITY 4 UPLFT <br />SAFE LOADS (PLF) <br />8' x I&' WMPOSITE LINTELS <br />MARK <br />NO. <br />LWTEL <br />LEWsTI4 <br />CLEAR <br />SPAN <br />LNTEL <br />TYPE <br />LNTEL <br />TOP <br />5ARB <br />LNTEL <br />50TTOM <br />5ARS <br />GRAVITY SAFE LOAD <br />LFLFT SAFE LOAD <br />SOLID <br />6XIAK&L. <br />SOLID <br />WIAKI)L <br />SOLID <br />WIAKVA. <br />S(IAXI)L <br />SOLID <br />'S(2)Xl,)L <br />A BAR <br />B BAR <br />OETAIL W <br />DETAIL J <br />DETAILW4J <br />DETAIL K <br />M-1 <br />21-10, <br />Precast <br />F21) v2 <br />(2) #2 <br />NONE <br />10000 <br />10ow <br />10ow <br />10ow <br />M-2 <br />.31401 <br />21-29 <br />Precast <br />(2) #2 <br />(2)#2 <br />NOW <br />51331 <br />loom <br />10ow <br />10000 <br />M-3 <br />41-01 <br />21-80 <br />Precast <br />(2)02 <br />(2)42 <br />NONE <br />4261 <br />10000 <br />813S <br />10000 <br />M-4 <br />4'-(o' <br />31-21 <br />Precast <br />(2)#2 <br />(2)*2 <br />NOW <br />3211 <br />43](01 <br />6552 <br />10000 <br />M-5 <br />41-8% <br />31-41 <br />Precast <br />W02 <br />(3) #2 <br />NONE <br />21344 <br />8414 <br />60413 <br />loom <br />M-6 <br />51-41 <br />41-Ov <br />Precast <br />(2)42 <br />(2)03 <br />NONE <br />4623 <br />6431 <br />4421 <br />1041 <br />M-1 <br />!,I -[off <br />41-61 <br />Precast <br />(2)*2 <br />(2) #3 <br />NONE <br />3IB23 <br />E7015 <br />3600 <br />5430 <br />M-8 <br />61-41 <br />51-01 <br />Precast <br />(2) *2 <br />(2)#4 <br />NONE <br />4115 <br />4115 <br />2W2 <br />4411 <br />M-S <br />(0,40, <br />51-21 <br />Precast <br />(2)#2 <br />(2)#4 <br />NONE <br />31334 <br />31334 <br />2810 <br />4151 <br />M-10 <br />(01-81 <br />51-41 <br />Pr—Ast <br />(2)02 <br />(2) 1% <br />NONE <br />3119 <br />31113 <br />2653 <br />3SM <br />M-11 <br />If -(of <br />(ol-21 <br />Precast <br />(2)02 <br />(2) #4 <br />NONE <br />21311 <br />21BII <br />2030 <br />3060 <br />M-12 <br />11-81 <br />61-41 <br />Precast <br />(2)02 <br />(2)#4 <br />NONE <br />21% <br />2196 <br />IS32 <br />21a3l <br />M-13 <br />81-01 <br />(01-81 <br />Precast <br />(2)02 <br />(2)04 <br />NONE <br />2581 <br />2581 <br />M54 <br />2102 <br />M-14 <br />8'-4- <br />11-of <br />Precast <br />(2) '12 <br />(2)#4 <br />NONE <br />23% <br />23% <br />I(poo <br />2506 <br />M-15 <br />91-41 <br />81-01 <br />Precast <br />(2)*2 <br />(2)*4 <br />NONE <br />I%C3 <br />IS&B <br />1238 <br />2056 <br />M-I(o <br />10,40, <br />91-2@ <br />Precast <br />(2)02 <br />(2) #4 <br />NONE <br />1621 <br />1621 <br />S41 <br />16% <br />M-11 <br />Il'-4' <br />101-01 <br />Precast <br />(2)03 <br />(2)45 <br />NONE <br />1455 <br />1455 <br />IS5 <br />504 <br />M-18 <br />121-01 <br />101-81 <br />Precast <br />(2)03 <br />(2)05 <br />NONE <br />1335 <br />1335 <br />61211 <br />131S <br />M-IC3 <br />12'-(o' <br />ll'-2' <br />Precast <br />(2)03 <br />(2)45 <br />NONE <br />1251 <br />1251 <br />634 <br />12W <br />M-20 <br />13'-4' <br />121-01 <br />Precast <br />(2)03 <br />(2) wj <br />NONE <br />1144 <br />1144 <br />545 <br />112S <br />M-21 <br />141-ol <br />121-81 <br />Precast <br />(2)03 <br />(2)15 <br />NONE <br />1101 <br />lobb <br />486 <br />1012 <br />M-22 <br />W-84 <br />13'-4' <br />Prestressed <br />(2)03 <br />(2) *3 <br />NONE <br />NR <br />1234 <br />511 <br />112(o <br />M-23 <br />151-41 <br />14'-0' <br />Prestressed <br />(2)03 <br />(2)03 <br />NONE <br />NP, <br />1" <br />520 <br />102(o <br />M-24 <br />ll'-4' <br />l(o'-O' <br />Prestressed <br />(2)43 <br />(2)*4 <br />NONE <br />NR <br />W2 <br />403 <br />IS4 <br />M-25 <br />113'-4' <br />18'-0' <br />Prestressed <br />(2) 03 <br />(2)05 <br />NONE <br />NR <br />8413 <br />321 <br />(033 <br />M-26 <br />20'-0' <br />Prestressed <br />(2)03 <br />(2)s <br />NONE <br />NR <br />812 <br />295 1 <br />5W <br />M-21 <br />21'-4- <br />20'-0' <br />Prestressed <br />(2)43 <br />(2)45 <br />NONE <br />NR <br />14(o <br />262 <br />51 <br />M-25 <br />22'-0- <br />20'-B' <br />Prestressed <br />(2)03 <br />( )45 <br />NONE <br />NR <br />ill <br />245 <br />484 <br />M-2-b <br />24'-0' <br />22'-S' <br />Prestressed <br />(2)03 <br />(2)45 <br />NCW <br />NR <br />1 640 <br />205 <br />405 <br />NR- NOT REC40MMENDED <br />DETAIL IIHII <br />'-4 4- <br />DET741L Ili 11. <br />DETAIL "K11 <br />GRAVITY 4 UPLFT <br />SAFE LOADS (FLF) <br />(o' x IW COMPOSITE LINTEL$ <br />MARK <br />LINTEL <br />CLEAR <br />LNTEL <br />LINTEL <br />LNTEL <br />GRAVITY SAFE LOAD <br />LPLFT SAFE LOAD <br />SOL,D <br />SoL,r <br />NO. <br />LEWsTI4 <br />SPAN <br />TYPE <br />TOP <br />50TTOM <br />5ARS <br />IBARS <br />A 5AR <br />(opi(O-15/1T <br />4'-0' <br />3'-4' <br />Precast <br />r2) 1/32 UW <br />(2) n <br />1 <br />SCALSE ; 1/4 " = V- 0 " <br />CONNECTORS SCHEI%�rm <br />(D TYPICAL TRU% TO GMU KALL - DOUBLE L)5P HTA16 EACH HITH (13) 10d x 1 112" q 6AUC7E 0.14b" DIA. NAII-5 <br />ALLONABLE UPLIFT OF CONNECTOR 15 3000 L55. <br />TYPICAL HIP JACK TRU% TO CMU NALL - U5P HTA12 V41TH (b) 10d x 1 1/2" cl C7AL*E 0.14b" DIA. NAII-5 <br />ALLOKABLE UPLIFT OF CONNECTOR 15 llqO 1-135. <br />6RDER TRD55 TO GMU KALL - U5P HUC7T2 NITH (2) 3/4" THREADED ROP5 INTO Cm TIE i3EAM <br />AND (b) 10d x 1 1/2" cl C?AUC7E O.M" DIA. NAII-5 <br />ALLONA13LE UPLIFT OF CONNECTOR 15 q-7410 1-135. <br />6IRDER TRU55 TO GMU KALL - U5P MU6T15 PqITH (1) 5/5" THREADED ROD5 INTO GMU TIE BEAM <br />AND (22) 10d x 1 1/2" q 6AU6E 0.14,5" DIA. NAII-5 <br />ALLONABI E UPLIFT OF GONNEGTOR 15 4165 LI35. <br />1111111 <br />10 <br />MOT <br />08-0-12 <br />moi <br />16= <br />< <br />R <br />0 <br />0 <br />0 <br />21 <br />z <br />ry <br />Lij <br />z <br />Lu <br />u <br />L: Lu <br />,0- <br />i5 <br />u <br />4) <br />4) <br />4-J <br />4'): 4) <br />z <br />1:2 <br />co <br />If <br />SOL <br />'*I <br />2 <br />'d <br />OB <br />1 41.. <br />40 <br />coo <br />(D aII: <br />Kaso" <br />
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