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INT. FINISH WDOD BUCK ATTACHMENT: <br />1 x CUSTOM P.T. BUCK TO MASONRY <br />1x WOOD MATCH FAME WIDTH, ATTACH WI T NAILS @ 4- <br />ix P.T. BUCK FROM ENDS AND 12' O.C. REMAINDER. ATTACH <br />WINDOW THRU BUCK INTO MASONRY PER FLORIDA <br />ATTACH WINDOW PER PRODUCT APPROVAL <br />FLORIDA PRODUCT <br />APPROVAL <br />ALTERNATE: <br />SILICONE SEALANT 2x OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS < 2114' =1 /4V x 4' <br />FINISH PER ELEVATION TAPCONS @ 4' FROM ENDSAND 12'O.C. <br />REMAINDER. wl 11IVEMBEDMENT <br />TYPICAL WINDOW ATTACHMENT DETAIL <br />All4 Seal.: <br />N.T.S. <br />Fil. N.- <br />WGM -1 40 <br />EXTERIOR CONC.WALL <br />GARAGE DOOR AND TRACK INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS. <br />- w 2X6 WOOD BUCK ANCHORED TO CMU wl <br />11Y x 6' 1' BOLTS OR W x 6' SIMPSON <br />- - WEN HOS w12'WASHERS AT 24' O.C. & <br />WR1HIIIIN 6' OF TOP AND BOTTOM, OR A <br />FRAME TO BUCK TO ROWS OF 1 /4' x 3' MASONRY SCREWS @ <br />MASONRY I? O.C. STAGGER ROWS 6'FAOM EACH <br />END <br />EXTERIOR CONC.WALL <br />INT. FINISH <br />WOOD BUCKATTACHMENT: <br />114' DRNE-INANCHOR <br />2xORGREATER BUCKTO MASONRY <br />1 x WOOD <br />BU1%P THICKNESS < 2114' =11410 x 4' <br />GARAGE DOOR AND TRACK; ' <br />2x P.T. BUCK <br />TAPCONS @ 4' FROM ENDS AND 12' O.C. <br />INSTALLED PER MANUFACTURERS <br />REMAINDER wl 1110 EMBEDMENT <br />SPECIFICATIONS. <br />ATTACH DOOR PER <br />.Q - <br />FLORIDA PRODUCT <br />_ <br />APPROVAL <br />ALTERNATE: <br />txCUSTOM PTBUCKTO MASONRY <br />BRICK MOLD <br />MATCH FRAME WIDTH, ATTACH wl T NAU @ 4' <br />FINISH PER ELEVATION <br />FROM ENDS AND I? O.C. REMAINDER ATTACH <br />DOOR THRU BUCK INTO MASONRY PER FLORIDA <br />fliAlE, <br />TO <br />PRODUCTAPPROVAL <br />DOOR ATTACHMENT DETAIL <br />W(��)TYPICAL <br />sale: <br />N.T.S. <br />File Name: <br />WGM-150 <br />TYPICAL GARAGE DOOR ATTACHMENT <br />Scale: <br />N.T.S. <br />INSTALL HOOKED k5 BARS AND LAP INTO <br />FILLED CELLS AT ENDS OF OPENING w) <br />ACI STD HOOK A LAP LENGTH PER PLAN <br />#5 BOND BEAM RON. CONTINUOUS <br />THROUGH LINTEL BEAM AS SHOWN <br />OR LAP WITH TOP REIN. <br />t3 STIRRUPS WI (IF REOU) PER PLAN FILLED BOND BEAM WI NOTED: WHEN (1) BAR IS REQUIRIED AT THE TOP, <br />SPACING PER CHART CONC CHAR LINTEL <br />BEAM PER #5 BAR CONT. USE THE CONTNOUS BOND BEAM STEEL TO <br />SEC, A -A SATISFY THE BEAM REQUIREMENTS <br />_ ALL LINTEL BENAS TO BE 2500PSI CONCAEIE <br />U.N.O. <br />SPACING BETWEEN LONGITUDINAL ❑ <br />IU R9dFORCEMENT IS CONSIDERED TO BE EQUALLY <br />2 a SPACED FROM THE WIDTH AND THE 1112' CLEAR <br />s = _ COVER ON EACH SIDE. <br />LOWITUIDINAL REINFORCEMENT MAY BE PLACED <br />REFER TO CHART FOR REQ1) FIN ONE OR TWO LAYERS. IF TWO LAYERS ARE <br />TOPIBOTiOM REINFORCEMENT M, SPACING BETWEEN ROWS IS CONSIDERED <br />TO BE 1.11Y. <br />FILLED CELLS wl VERTICAL NOTE: WHEN MORE 1FU+rl (� BOTTOM BARS ARE <br />REIN PER PLAN AEQURED IN AN 8' UNTEI, PLACE REBAR N 1W0 <br />-- - ti ROWS. <br />_ MAX CLEAR SPAN PER CHART I _ <br />ELEVATION VIEW <br />TYPICAL CAST -IN -PLACE CONCRETE LINTEL DETAIL <br />xaie: <br />1/2"=1'-0" <br />1 /? x 21 /4' HILTI SLEEVE ANCHOR <br />OR EQUAL MIN.111? EMBED INTO <br />MASONRY (1) PER BRACKET <br />8'�IONINI� <br />�� <br />ER <br />TCP CHART, <br />CHART, , 4040 KS1 '� <br />MIN YIELD <br />VERTICAL STIRRUPS PER <br />CHART,40 KSI LAIN YIELD <br />BOTTOM REBAR <br />PER CHART, <br />�. <br />600 MN YIELD <br />U C3 <br />Zz o <br />>O < N <br />U Cn <br />N <br />8' LINTEL 12' LINTEL <br />SECTION VIEW A - A <br />WGM-160 <br />File Name: <br />WGM- 220 <br />8" Lintel per plan <br />8F8-06/1T <br />SF8-OB/1Tw/ RECESS <br />HFU-W/1T <br />8F16-OB/1T <br />8F20-OB/1T <br />SF24-06/1T <br />8F28-06,1T <br />8F32-08/lT <br />Max Clear Span (S) <br />81`8-18/ 1T <br />8F8-16/1T w/ RECESS <br />SF12-18/iT <br />8=16-18/1T <br />8F20-18/1T <br />SF24-16/1T <br />8F28-18/1T <br />8F32-18t1T <br />8"x8" CONC BEAM w/ <br />8"x8" CONC BEAM w/ (1) #5 <br />8" x12" CONC BEAM w/ <br />8"x16" CONC BEAM w/ <br />S"x2D" CONC BEAM w/ <br />8"x24" CONC BEAM w/ <br />8"x28" CONC BEAM w/ <br />8"02" CONC BEAM w/ <br />U<SS4' <br />(1) #5 BAR TOP/ (1) #4 <br />BAR TOP/ (1)#4BAR <br />(1)#5BARTOP/(1)#4 <br />(1)#58ARTOP/(1)#4 <br />(1)#5BARTOP/(2)#4 <br />(1)#5BARTOP/(2)#4 <br />(1)#58ARTOP/(2)94 <br />(1) #5 BAR TOP/ (2) #4 <br />BAR BOTTOM.. #3 <br />BOTTOM. #3 STIRRUPS @ X' <br />BAR BOTTOM.. #3 <br />BAR BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />STIRRUPS @ 4" O.0 <br />O.C. <br />STIRRUPS @ 5" O.C. <br />STIRRUPS @ 7" O.0 <br />ST! RRUPS @ 9" O.0 <br />STIRRUPS in; 10" O.0 <br />STIRRUPS c 12" O.C. <br />STIRRUPS @ 14" O.C. <br />8"x8" CONC BEAM w/ <br />8"x6" CONIC BEAM w/ (1) #5 <br />8"x12" CONC BEAM w/ <br />8"x16" CONC BEAM w/ <br />8"x20" CONC BEAM w/ <br />8"x24" CONC BEAM w/ <br />8"x28" CONC BEAM w/ <br />8"x32" CONC BEAM w/ <br />4' <SS 7' <br />(1) #5 BAR TOP/ (2) #4 <br />BARSTOP/(2) #5 BARS <br />(1) #5 BARS <br />(1) #5 BARS TOP/ (2) #4 <br />(1) #5 BARS TOP/ (2) #5 <br />(1) 95 BARS TOP/ (2) #5 <br />(1) #5 BARS TOP/ (2) #5 <br />(1) #5 BARS TOP/ (2) #5 <br />BARS BOTTOM. #3 <br />BOTTOM. #3 STIRRUPS @ 2" <br />TOP/BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />STi RRUPS -:F 4" O.C. <br />0. C <br />STIRRUPS Cif 5" O.C. <br />STIRRUPS 0� 7" O.0 <br />STI RRUPS @ 9" O.C. <br />STIRRUPS Cal 10" O.C. <br />STIRRUPS 12" O.C. <br />STIRRUPS (" 14" O.0 <br />CONTACT E.O.R. FOR <br />T <S <_ 12'-8" <br />CONCRETE BEAM <br />CONTACT E.O. R. FOR <br />8"xi2" CONC BEAM w/ <br />8"x16" CONC BEAM w/ <br />8"x2O" CONC BEAM w/ <br />8"x24° CONC BEAM w/ <br />8"x28" CONC BEAM w/ <br />8"x32" CONC BEAM w/ <br />CONCRETE BEAM DESIGN <br />(2) #5 BARS <br />(`) #5 BARS TOP/ (2) #5 <br />(2) #5 BARS TOP/ (2) #5 <br />(2) #5 BARS TOP/ (2) #5 <br />(2) #5 BARS TOP/ (4) #5 <br />(2) #5 BARS TOP/ (4) #5 <br />DESIGN <br />TOP/BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />STIRRUPS @ 5" O C <br />STIRRUPS @ 6" O.C. <br />STI RRUPS @ 9" O.C- <br />ST:RRUPS @ 10" O.C. <br />STIRRUPS C 12" O.C. <br />STIRRUPS @ 14" O.0 <br />CONTACT E.O. R. FOR <br />CONTACT E.O.R. FOR <br />CONTACT E.O. R. FOR <br />8"x16" CONIC BEAM w; <br />8"x20" CONIC BEAM w/ <br />$"x24" CONIC BEAM w/ <br />8"x28" CONIC BEAM w/ <br />8"x32" CONIC BEAM w/ <br />12'8"<S 5 21'-4" <br />CONCRETE BEAM <br />CONCRETE BEAM <br />CONCRETE BEAM DESIGN <br />(2) #5 BARS TOP/ (4) #5 <br />(2) #5 BARS TOP/ (4) #5 <br />(2) #5 BARS TOP/ (4) #5 <br />(2) #5 BARS TOP/ (4) #5 <br />(2) #5 BARS TOP/ (4) #5 <br />DESIGN <br />DESIGN <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />STIRRUPS 16" O.C. I <br />STIRRUPS I_D 9" O.C. <br />I STIRRUPS @ 10" O.C. <br />STIRRUPS S 12" O.C. <br />STIRRUPS 14" O.0 <br />8"LINTEL PER PLAN <br />E <br />A Saale <br />File Name- -. <br />WGM-221 <br />PRECAST LINTEL GRAVITY LOAD TABLE 06/29111 <br />LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: <br />CAST-CRETE, LOTT'S CON CRETE, QUALITY PRECAST CO. <br />MAXINIUM LOAD (PLf) <br />APPROX. <br />LINTEL LENGTI I <br />MAX. CLEAR <br />OPENING <br />TYPE A <br />8" LINTEL <br />8' TYPE B <br />8' TYPE C <br />12" TYPE B <br />12" TYPE C <br />14" TYPE B** <br />14" TYPE C** <br />16" TYPE B <br />16" TYPE C <br />20" TYPE B <br />20" TYPE C <br />24" TYPE B <br />24" TYPE C <br />28" TYPE B <br />28" TYPE C <br />32' TYPE B <br />32' TYPE C <br />2'10" <br />116, <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />10000 <br />3069 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />10000 <br />1D000 <br />316, <br />2' 2" <br />2231 <br />3069 <br />3119 <br />32W <br />5163 <br />6601 <br />8" <br />9502 <br />100DO <br />3069 <br />4605 <br />5206 <br />6113 <br />7547 <br />8-974 <br />1000D <br />10000 <br />4' 0' <br />4'6' <br />2' 9' <br />3'2" <br />1783 <br />1343 <br />2561 <br />2/51 <br />32BO <br />3820 <br />4890 <br />5961 <br />/034 <br />810/ <br />2561 <br />1969 <br />4605 <br />5206 <br />2992 <br />6113 <br />7547_ <br />3%�6 - <br />8.974 <br />4516 <br />10000 <br />10000 <br />2110 <br />2931 - <br />5400 <br />6224 <br />1969 <br />4375 <br />5206 <br />6113 <br />7019 <br />8672 <br />10000 <br />10000 <br />4'8' <br />314" <br />1217 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />3696 <br />4249 <br />1349 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />8203 <br />5' e <br />4' IY' <br />1006 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3L12 <br />3686 <br />4649 <br />1349 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />8203 <br />5' 10" <br />4' G. <br />PW <br />1105 <br />1173 <br />1600 <br />1631 <br />2090 <br />254E <br />3W9 <br />3470 <br />1105 <br />2622 <br />4242 <br />4360 <br />3942 <br />4889 <br />5817 <br />6662 <br />66' <br />5' 2" <br />110 <br />1232 <br />2177 <br />3738 <br />3480 <br />3031 <br />3707 <br />4383 <br />5061 <br />1232 <br />2111 <br />2 /38 <br />3480 <br />5381 <br />8360 <br />8625 <br />690 <br />1,V <br />612" <br />510 <br />991 <br />1729 <br />2108 <br />2632 <br />2205 <br />26% <br />3191 <br />3685 <br />991 <br />1729 <br />2106 <br />2632 <br />3898 <br />5661 <br />4742 <br />5501 <br />8'4' <br />I.Y.4 <br />699 <br />699 <br />1160 <br />1516 <br />1626 <br />2564 <br />3486 <br />2818 <br />3302 <br />3387 <br />1245 <br />1516 <br />1843 <br />2564 <br />3486 <br />2964 <br />9'4' <br />8'0" <br />416 <br />699 <br />1160 <br />N/A <br />1625 <br />2564 <br />3486 <br />2818 <br />3302 <br />699 <br />1245 <br />N/A <br />1843 <br />2564 <br />3486 <br />2964 <br />3387 <br />10'6" <br />9- 2" <br />354 <br />535 <br />890 <br />N/A <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 <br />535 <br />1054 <br />N/A <br />1533 <br />2093 <br />2781 <br />22S9 <br />2615 <br />11'4" <br />1010" <br />3L5 <br />567 <br />890 <br />N/A <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />56/ <br />945 <br />N/A <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />12' 0" <br />10' 8" <br />292 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />525 <br />873 <br />N/A <br />1254 <br />16PA <br />2L93 <br />2805 <br />3552 <br />12'6" <br />11'2" <br />277 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2981 <br />2883 <br />411 <br />755 <br />N/A <br />- <br />10/5 <br />1428 <br />18M <br />2316 <br />13' 4" <br />12' 0" <br />255 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2535 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />14'0" <br />12'8" <br />239 <br />424 <br />7D6 <br />N/A <br />1002 <br />1326 <br />1697 <br />2127 <br />2278 <br />424 <br />706 <br />N/A <br />1002 <br />1328 <br />1697 <br />2127 <br />2630 <br />14' 8" <br />1.3' 4" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />783* <br />N/A <br />1234* <br />1421* <br />1779* <br />2188* <br />2662* <br />15'4" <br />14- 0" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />710* <br />N/A <br />1160* <br />1331* <br />1660" <br />2032* <br />2459* <br />1/'4" <br />16'0" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />548* <br />N/A <br />952* <br />1117* <br />1379* <br />1671* <br />M* <br />19'4" <br />20'0" <br />1.8,0" <br />18,8" <br />N/A <br />N/A <br />N/A <br />N/A <br />NIA <br />N/A <br />NIA <br />N(A <br />N/A <br />N/A <br />N/A <br />420* <br />N/A <br />750* <br />960* <br />N/A <br />1177* <br />NIA <br />1415* <br />1676* <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A t <br />340* <br />N/A <br />59B* <br />845* <br />1114* <br />1345* <br />1468* <br />*PRESIRESSED <br />** 8" W/2" RECESS U-LINTELS <br />Type A = Unfilled no Rebar~ Type B = Continuous Grout Steel per Plan in Bond Beam Onl • Tyne C = Conti noes Grout Steel per plan in Bond Beam & Lintel <br />rrn STE14 ERS <br />ALLOWABLE LOADS <br />CONNECTOR <br />QTy <br />TYPE <br />GRAVITY <br />ibs @ 1.0 <br />UPLIFT (Ibs) @ <br />1.6 <br />LATERAL <br />Ibs @ 1.6 <br />META16 <br />8 <br />0.148"x1-1/2" <br />- <br />1450 <br />F2:340 <br />F2:770 <br />HETA16 <br />9 <br />0.148"x1-1/2" <br />1810 <br />F1:340 <br />F2: 770 <br />(2) META 16 <br />1-ply <br />10 <br />0.148"xl-1/2" <br />1875 <br />F1:680 <br />F2:770 <br />(2) META 16 <br />2- or 3- pIv <br />14 <br />0.162"x3-1/2" <br />1795 <br />F 1: 1285 <br />F 2 : 1080 <br />(2) HETA 16 <br />1-ply <br />10 <br />0.148"x1_1/2" <br />1920 <br />F1: 680 <br />F2:770 <br />(2) H ETA 16 <br />�Z 2- or 3- ol <br />12 <br />0.162"x3-1/2" <br />2365 <br />F 1: 1350 <br />F2: 1430 <br />HSTM16 <br />8 <br />0.148"x1-1 2" <br />1110 <br />_ F 1 : 120 <br />4 <br />1/4"xl-3/4" Titen 2 <br />F2: 90 <br />MTS12 <br />14 <br />0.148"x1-1/2" <br />990 <br />MTS16 <br />14 <br />0.148"x1-1 2" <br />990 <br />HTS16 <br />16 <br />0.148"x1-1/2" <br />1310 <br />HTS20 <br />24 <br />0.148"x1-1/2" <br />1310 <br />LSTA12 <br />10 <br />0.148"x2-1/2" <br />925 <br />- <br />LSTA18 <br />1,4 <br />0.148"x2-12" <br />1235 <br />LSTA30 <br />22 <br />0.148"x2-1/2" <br />1640 <br />MSTA30 <br />22 <br />0.148"x2-1/2" <br />2050 <br />MSTC52 <br />62 <br />0.148"x3-1/4" <br />4735 <br />MSTCM40 <br />10 <br />1/4"x2-1 4' Titen 2 <br />2800 <br />14 <br />0.148"x3-1/4" <br />MGT <br />22 <br />0.148"x3" <br />3965 <br />F1:775 <br />1 <br />5/8" ATR <br />F2: 525 <br />'dGTR or L <br />1 <br />5 8"' ATR <br />- <br />2225 <br />F 1: 650 <br />16 <br />1/4`"x3" SDS <br />F2: 630 <br />VGTR/L <br />2 <br />5/8" ATR <br />5545 <br />F1: 650 <br />32 <br />1/4"x3" SDS <br />F2: 630 <br />V GT <br />1 <br />5/8" ATR <br />4940 <br />F 1: 1185 <br />16 <br />1/4" x3" SDS <br />F 2: 590 <br />(2) VGT <br />2 <br />5/8" ATR <br />7185-2pty 8890 <br />3ply <br />F1: 1185 <br />32 <br />1/4"x31" SDS <br />F2: 590 <br />DTT2Z <br />1 <br />8 <br />1/2" ATR <br />1/4"x3" SDS <br />1825-2x4 m in <br />214S- 2 2x4min <br />-- <br />HTT4 <br />1 <br />5/8" ATR <br />-- <br />3610 <br />18 <br />0.148"x3-1/2" <br />HTT5 <br />1 <br />5/8- ATR <br />4670 <br />26 <br />0.148" x3" <br />HTT5KT <br />1 <br />5/8" ATR <br />5445 <br />26 <br />S D #10x2-112" <br />ABU44Z <br />1 <br />5/8" ATR <br />751`C <br />1�=0 <br />-- <br />12 <br />0.162 "'x3-1/2"` <br />ABU66Z <br />1 <br />5/8" ATR <br />18205 <br />2�175 <br />-- <br />12 <br />0.162""x3-1/2" <br />H2.5A <br />10 <br />0.131"x2-1/2" <br />565 <br />F1:110 <br />F2: 110 <br />H10.4 <br />18 <br />0.14£s"x1 1/2" <br />1340 <br />F 1: 565 <br />F2:285 <br />1-110A-2 <br />- <br />18 <br />0.148"x1-1/2" <br />-- <br />1080 <br />F1:680 <br />F2: 260 <br />HUC48 <br />14 <br />1/4"x2-3/4" Titen 2 <br />3500 <br />1135 <br />6 <br />0.148"x3" <br />WS26 <br />4 <br />0.148"x3" <br />865 <br />1165 <br />SPH4 <br />12 <br />0.148"xi-1/2" <br />-- <br />........... - _ _ <br />Side: 6400 <br />_ <br />-- <br />Center : 1 <br />- <br />DTC clips <br />4 <br />3/16"x2-3/4" Titen 2 <br />... - ... <br />F1: 85 <br />2 <br />0.131"x2-1/2" <br />F2:135 <br />A35 <br />12 <br />0.131"x11/2" <br />F1:650 <br />F2: 670' <br />SDWC15600 <br />1 <br />SDWC15600 <br />- <br />615 <br />F1.130 <br />F2:225 <br />SDWC15450 <br />1 <br />SDWC15450 <br />295 <br />F2:150 <br />-- - - 12" lintel per plan <br />Max Clear Span (S) <br />12F8-2B/2T <br />121`12-213/2T <br />121`16-213/2T <br />12F20-2B/2T <br />12F24-213/2T <br />12"x8" CONC BEAM w/ <br />12"x12" CONC BEAM w/ (2) <br />12"x16" CONC BEAM <br />12"x20" CONC BEAM <br />12"x24" CONC BEAM <br />S57' <br />ri (2) 44 BAR TOP/ (2) #5 <br />44 BAR TOP/ (2) 44 BAR <br />w/ (2) #4 BAR TOP/ (2) <br />w/ (2) #4 BARS TOP/ <br />w/ (2) #4 BARS TOP,/ <br />BAR BOTTOM. ##3 <br />BOTTOM. #3ST-IRRUPS @ 3" <br />#5 BAR BOTTOM. #3 <br />(3) #5 BARS BOTTOM. <br />(3) #S BARS BOTTOM. <br />STIRRUPS @ 3" O.C. <br />O.C. <br />STIRRUPS @ 7" O.C. <br />#3 STIRRUPS @ 8" O.C. <br />#3 STIRRUPS @ 8" O.C. <br />wk- <br />12"x24" CONIC BEAM <br />CONTACT E.O.R. FOR <br />12"x12" CONC BEAM w/ (2) <br />12"x16" CONC BEAM <br />12"x20" CONC BEAM <br />w/ (2) #5 BARS TOP/ <br />7' < S < 12'-8" <br />CONCRETE BEAM <br />#5 BARS TOP/ (3) #5 BARS <br />w/ (2) #5 BARS TOP/ <br />w/ (2) #5 BARS TOP/ <br />(3) #5 BARS BOTTOM. <br />DESIGN <br />BOTTOM. #3 STIRRUPS @ 5" <br />(3) #5 BARS BOTTOM. <br />(3) #5 BARS BOTTOM. <br />#3 STIRRUPS @ 10" <br />O.C. <br />#3 STIRRUPS @ 7II O.C. <br />a 1d <br />#3 STIRRUPS (a 8 O.C, <br />O.C. <br />0 <br />12"x24" CONIC BEAM <br />In CONTACT E.O.R. FOR <br />CONTACT E.O.R. FOR <br />12"x16" CONC BEAM <br />12"x20" CONC BEAM <br />w/ (2) #5 BARS TOP/ <br />12'8"<S < 18'-8" <br />CONCRETE BEAM <br />CONCRETE BEAM DESIGN <br />w/ (2) 95 BARS TOP/ <br />w/ (2) #5 BARS TOP/ <br />(3) #5 BARS BOTTOM. <br />DESIGN <br />(4) #5 BARS BOTTOM. <br />(3) #S BARS BOTTOM. <br />#3 STIRRUPS @ 10" <br />#3 STIRRUPS @ 7" O.C. <br />#3 STIRRUPS @ 8" O.C. <br />O.C. <br />12' LINTEL PER PLAN <br />- <br /><:"la <br />1 /2"= l'-O" <br />Fde Nam•- <br />WGM-222 <br />COP Fieldstone <br />C.O.A# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />BENJAMIN NIESE, PE <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE STATE <br />P.E.#80956 i F RIDP •' ���� <br />v <br />09/10/2021 /" / 10NAL E� <br />DATE SIGNED ' # 1 / 1 1 1 110 \ \ <br />T- <br />o <br />Ln <br />l / <br />L <br />T---qMM <br />W <br />4-j <br />M <br />•� <br />o <br />O <br />00 <br />Cr <br />W <br />4.5 <br />#� <br />M <br />d <br />(b <br />u <br />M <br />cL1 <br />O <br />1-4 <br />r1. <br />r"I <br />� <br />Cf <br />a..► <br />.O <br />N <br />cn <br />11[Pulte <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />V DATEAXSCRFMN <br />tom- ---- <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Hi h ate <br />NPC CHI NU ER <br />2811.500 <br />11FFT <br />S <br />'7011 <br />