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INERS <br />r r► : « ► <br />► rr <br />r <r ► <br />MMMIMMMWPERRIM <br />RMUFRONCr <br />M.-No <br />«xf <br />101111. <br />►r r ! .11 <br />MWIMF4111feeneff <br />JMCAL WINDOWDETAIL <br />NL R M MUfi MATTADW- <br />BcORGSTf3 IM10 Wi9t Iff <br />1xWOOD KXT4)PD1100r1ESS <21#= W0x f <br />atF.T.&IX TAPC0W@fFROI EW$AND1r0.Q <br />FEMANStOl1K811110M <br />r rt1:... <br />APPitaIAL ALTMM <br />1x011Sti>rl K8!!q(TOIWI IM <br />w"Mow NATC lMEWMA1TAONIMI9'NNS@0 <br />DO P8if3Jt11AU WMMWi?0tffiWMA7T0 <br />00710 <br />Pi10tXJCTAPPf01iAL <br />TYPICAL DOOR ATTACHMENT DETAIL <br />N.T.S. <br />File Nana <br />WGM-150 <br />t� t r►r• r r ;r <br />chi m <br />- �- 2>BMKIOOf)UCKMI(ilOA®TOC11Ur� <br />1�' z fP t' B0f.T3 OR � x Ir Sf1AF60N <br />Ti3HD'S1f?WANAAT2r0P.& <br />RfAIIEIOfAJCICTO Mfti}NI)'OPTOPAND10TRI rORP) <br />WX0F1A4x3'filASOrR7SCRB @ <br />mwv 20.11SfAGWI MI8b' MEACH <br />ISD <br />r ! • Olson <br />.■ <br />a rrr r +■ ■ <br />TYNCAL GARAGE DOOR ATTACHMENT <br />N.T.S. <br />► �i +V I,1. <br />• r r : ° v, <br />pip <br />0 <br />• <br />► ► <br />! <br />TYPICAL CAST -IN -PLACE CONCRETE LINTEL DETAIL <br />t1rx21/4'flL113 ffiEM D10R <br />ORM ALIM.1109MKI+D <br />NASDOO)FERenIT <br />SECTION VIEW -A <br />fie Nana <br />WGM-160 <br />Scale: Fie Nano: <br />1 /2"=1'-0" WGM-220 <br />8F8-OB/1T <br />8F8-08/1Tw/ RECESS <br />8F12-0B/1T <br />BF1&0B/1T <br />2D-DB/1T <br />BF2 /1T <br />8F29-W T <br />BF32-WlT <br />Max Clear Span (5) <br />8F8-1B/1T <br />SF8-18/1Tw/ RECESS <br />8F12 1B/1T <br />8F16-1B/1T <br />8F2D-1BJ1T <br />BF24-18/1T <br />8F2B-18/1T <br />81`32-18/1T <br />rx8" CONC BEAM w/ <br />8"xB" CONC BEAM w/ (1) #5 <br />8"x12" CONC BEAM w/ <br />8"x1W CCINC BEAM w/ <br />B'xW' CONC BEAM w/ <br />8 WW' CONC BEAM w/ <br />8 xW' CONC BEAM w/ <br />Wx32" CONE BEAM w/ <br />(}<S54' <br />(1)#SBARTOP/(1)#4 <br />BAR TOP/ (1) #4 BAR <br />(1)#5BARTOP/(1)#4 <br />(1)#SBARTOP/(1)#4 <br />(1)#5BAR TOP/ (2)#14 <br />(1)#5BARTOP/(2)#4 <br />(1)#SBAR70P/(2)*4 <br />(1)#5BARTOP/(2)#4 <br />BAR BOTTOM. #3 <br />BOTTOM #3 STIRRUPS @ 4" <br />BAR BOTTOM. #3 <br />BAR BOTTOM, #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM #3 <br />BARS BOTTOfA #3 <br />BARS BOTTOM #3 <br />STIRRUPS & 4"O.C� <br />O.C. <br />STIRRUPS 5"O.C. <br />STIRRUPS 7"O.C. <br />STIRRUPS @ 9- O.C, <br />STIRRUPS Ur O.C. <br />STIRRUPS @ irO.C. <br />snRRUPS @ 14"O.C. <br />8"x8" CONK BEAM w/ <br />8"x6" CONYC BEAM w/ (1) #5 <br />8"x12" CONC BEAM w/ <br />8"x16" CONC BEAM w/ <br />8"x2I" CONIC BEAM w/ <br />B' x24" CONC BEAM w/ <br />8"x2.8" CO NC BEAM w/ <br />8"x3r COXNC BEAM w/ <br />4' < 5 5 7' <br />(1) #S BARTOP/ (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) #5 BARS TOP/ (2) #5 <br />(1) #5 BARS TOP/ (2) #5 <br />(1) #5 BARS TOP/ (2) <br />BARS BOTTOFA. #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 />SMRR1PS @ 4. O.C. <br />O.C. <br />STIRRUPS @ 5" O_C. <br />STI RRUPS @ 7" O_C. <br />STIRRUPS 9" O.C_ <br />STIRRUPS 1#i" O.C. <br />STIRRUPS 12" O.C. <br />STIRRUPS 14" O.C. <br />CONTACT E.O.R. FOR <br />7' $S s 12'-9" <br />CONCRETE BEAM <br />CONTACT E.O. R. FOR <br />8"x1r CONIC BEAM w/ <br />8"x16" CONC BEAM w/ <br />9"x2D" CONIC BEAM w/ <br />fr x24" CONC BEAM w/ <br />8-x28" CONC BEAM w/ <br />8"x3r CONIC BEAM wj <br />CONCRETE BEAM DESIGNI <br />(2) #5 BARS <br />(2) #5 BARS TOP/ (2) #5 <br />(2) #5 BARS TOP/ (2) #5 <br />(2) #5 BARSTOP/ (2) #5 <br />(2) #5 BARS TOP/ (4) #5 <br />(2) #5 BARS TOP/ (4) <br />DESIGN <br />TOP/BOTTOM. #3 <br />BARS BOTTOM #3 <br />BARS BOTTOM #3 <br />BARS BOTTOM #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM #3 <br />STI RRUPS @ 5" O.C. <br />STIRRUPS @ 6. O.C. <br />STI RRUPS @ 9" O.C. <br />STIRRUPS @ Ur O.C. <br />STIRRUPS @ Ir O.C. <br />STIRRUPS @ 14" O.C. <br />CONTACT E.O. R. FOR <br />CONTACT E.O.R. FOR <br />CONTACT E.O. R. FOR <br />8"x16" CONIC BEAM w/ <br />8"x2tY' CC#+iC BEAM w/ <br />B"x24" CONIC BEAM w/ <br />B"x28" CONING BEAM w/ <br />8"x32" CONC BEAM w/ <br />12'$"<S 5 21'`4" <br />CONCRETE BEAM <br />CONCRETE BEAM DESIGN <br />CONCRETE BEAM <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) <br />DESIGN <br />DESIGN <br />BARS BOTTOM #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM #3 <br />BARS BO TOK #3 <br />BARS BOTTOM. #3 <br />STIRRUPS LWO.C. <br />S nRfWPS 9" O,C. <br />STIRRUPS 10" O,C. <br />STIRRUPSLOWO.C. <br />STIRRUPS 14" O.C. <br />81 UNTEL PER PLAN <br />f� A <br />22AScot: <br />F:• Nano <br />1/2"=1'-0" WGM-221 <br />PRECAST LINTEL GRAVITY LOAD TABLE <br />LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: <br />CAST CRETE, LOM CONCRETE, QUAUW PRECAST CO. <br />MAXIMUM LOAD (PLF} <br />APPROX, <br />LINTEL LENGTH <br />MAX. CLEAR <br />OPENING <br />TYPE A <br />8" LINTEL <br />8" TYPE B <br />8" TYPE C <br />1r TYPE B <br />1r TYPE C <br />14" TYPE B** <br />14" TYPE C** <br />18' TYPE B <br />15' TYPE C <br />20" TYPE B <br />20" TYPE C <br />24" TYPE B <br />24" TYPE C <br />29" TYPE B <br />28" TYPE C <br />3r TYPE B <br />3r TYPE C <br />T 10" <br />116' <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />IBM <br />3069 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />1000D <br />1m00 <br />3'6" <br />2' r <br />2231 <br />3069 <br />3719 <br />328D <br />5163 <br />6607 <br />8054 <br />9502 <br />10DD0 <br />3069 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />1000D <br />10000 <br />4 0" <br />2'8" <br />1783 <br />2561 <br />2751 <br />3280 <br />382D <br />4890 <br />5961 <br />7034 <br />8107 <br />2S61 <br />46M <br />5206 <br />6113 <br />7547 <br />8974 <br />10000 <br />loom <br />4 6' <br />3' r <br />1113 <br />1969 <br />2110 <br />2992 <br />2931 <br />3756 <br />4576 <br />5400 <br />6224 <br />29M <br />4375 <br />52DS <br />6113 <br />7029 <br />8672 <br />10D00 <br />1Q1D0 <br />4' 8" <br />V e <br />1n7 <br />1M9 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />906 <br />4249 <br />1349 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />am <br />W 4" <br />4'0" <br />1006 <br />1349 <br />1438 <br />1 1716 <br />1999 <br />2S60 <br />3132 <br />3686 <br />4649 <br />2349 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />am <br />5'10" <br />4'6" <br />860 <br />1106 <br />1173 <br />1600 <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />1105 <br />2622 <br />4242 <br />4360 <br />3942 <br />48M <br />5817 <br />6562 <br />6 6" <br />5' r <br />710 <br />1?32 <br />2177 <br />3739 <br />3480 <br />3031 <br />3707 <br />4383 <br />5061 <br />1232 <br />2177 <br />2738 <br />348D <br />5381 <br />8360 <br />8625 <br />700 <br />7' 6" <br />6' r <br />570 <br />991 <br />1729 <br />2108 <br />2632 <br />2205 <br />26M <br />3191 <br />3685 <br />991 <br />1729 <br />21M <br />2632 <br />3898 <br />5661 <br />4742 <br />5501 <br />9 <br />710" <br />488 <br />699 <br />116D <br />1516 <br />1626 <br />2564 <br />3486 <br />2818 <br />3302 <br />699 <br />1245 <br />1516 <br />1843 <br />2564 <br />3486 <br />2964 <br />3397 <br />1 e <br />Er (r <br />416 <br />699 <br />116D <br />N/A <br />1625 <br />2564 <br />3486 <br />2818 <br />33M <br />699 <br />1245 <br />N/A <br />1943 <br />2S64 <br />3486 <br />2964 <br />3387 <br />ly 6" <br />9 r <br />354 <br />535 <br />IO <br />NIA <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 <br />535 <br />1054 <br />N/A <br />1533 <br />2093 <br />2781 <br />2259 <br />2615 <br />11'4" <br />10'0" <br />315 <br />567 <br />890 <br />N/A <br />13% <br />1846 <br />2423 <br />3127 <br />4006 <br />567 <br />945 <br />N/A <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />12! On <br />IV 8„ <br />292 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />525 <br />973 <br />N/A <br />1254 <br />1684 <br />2193 <br />2wS <br />3552 <br />17 6" <br />11'2" <br />277 <br />471 <br />755 <br />N/A <br />Ion <br />1429 <br />1538 <br />2316 <br />2883 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />IT 4" <br />u' 0" <br />255 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2MS <br />471 <br />755 <br />N/A <br />10M <br />14211 <br />1838 <br />2316 <br />2683 <br />14'0" <br />IY 8" <br />239 <br />424 <br />706 <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 />IN 8" <br />13' 4" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />A <br />N/A <br />WA <br />N/A <br />7M* <br />N/A <br />1234* <br />1421* <br />1779* <br />2188* <br />2662* <br />194" <br />1410" <br />N/A <br />NA <br />NA <br />NA <br />NA <br />A <br />NA <br />NA <br />WA <br />N/A <br />710* <br />N/A <br />1160* <br />1331* <br />1660* <br />2032* <br />2459* <br />114" <br />16' Cr- <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />WA <br />N/A <br />WA <br />N/A <br />548* <br />N/A <br />9sr <br />1117* <br />1379* <br />1671* <br />1992* <br />19'4" <br />18'0" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />WA <br />N/A <br />WA <br />N/A <br />420* <br />N/A <br />750* <br />960* <br />1177* <br />1415* <br />1676* <br />2D'0" <br />18'8" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />WA <br />N/A <br />WA <br />N/A <br />340* <br />N/AN/A7 <br />59B* <br />B45* <br />1114* <br />1345* <br />1468* <br />* PRESTRESSED <br />** 8" W/2" RECESS U-LINTHS <br />A -Willed no Rebar TvDe B = Continuous Grout.Steel oer Plan InBond Beam On - TVDe C=ContinousGrout. Steel Der Wan in Bond Beam &Lintel <br />CONNECTOR <br />FASTENERS <br />ALLOWABLE LOADS <br />QTY <br />TYPE <br />GRAVITY <br />Ibs 1.0 <br />UPLIFT(#bs) @ <br />1.6 <br />LATERAL <br />Ibs 1.6 <br />META16 <br />8 <br />0.148"xl-1/2" <br />-- <br />1450 <br />F 1: 340 <br />F2: 770 <br />HETA16 <br />9 <br />0.148"xl-1/2" <br />- <br />1810 <br />F1:340 <br />F2. 770 <br />(2) META16 <br />I -Div <br />10 <br />0.148"x1-1/2" <br />I <br />__ <br />1875 <br />F1: 680 <br />F2: 770 <br />(2)META16 <br />14 <br />0.162"x3-1/2" <br />-- <br />1795 <br />F1:1285 <br />F2:1080 <br />(2) HETA16 <br />1- ply <br />1(} <br />0.148"xl-1/2" <br />-- <br />1920 <br />Fl: 680 <br />F2: 770 <br />(2) HETA16 <br />- <br />12 <br />0,162r`x3-1/2" <br />-- <br />2365 <br />F1:1350 <br />F2 :1430 <br />HSTM16 <br />8 <br />0.148"xl- " <br />_- <br />1i10 <br />F 1:120 <br />4 <br />4" 4"x1-3 Titen 2 <br />F2: 90 <br />MTS12 <br />14 <br />0.148°x1- 2" <br />-- <br />99.0 <br />-- <br />MTS16 <br />14 <br />0.148"xl- 2" <br />-- <br />990 <br />-- <br />HTS16 <br />16 <br />0.148"x1- 2" <br />-- <br />1310 <br />-- <br />HTS20 <br />24 <br />0.148"x1-1/2" <br />__ <br />1310 <br />-_ <br />LST'Al2 <br />10 <br />0.148"x2-1/2" <br />-- <br />925 <br />- <br />LSTA18 <br />14 <br />0,148"x2- 2" <br />-- <br />1235 <br />-- <br />LSTA30 <br />22 <br />0.148"x2- " <br />-_ <br />1640 <br />MSTA30 <br />22 <br />0.148"x2-1/2" <br />__ <br />2050 <br />- <br />NSTC52 <br />62 <br />0,148"x3- 4" <br />-- <br />4735 <br />MSTC M40 <br />10 <br />4"x2 4" Then 2 <br />28DO- <br />14 <br />0.148"x3- 4" <br />MGT <br />22 <br />al48%3" <br />_ <br />3�5 <br />F1: 775 <br />1 <br />5/8" ATR <br />F2: 525 <br />VGTR or L <br />1 <br />5 gr ATR <br />2225 <br />F 1: 650 <br />16 <br />1/4r'x3" SDIS <br />F2: 630 <br />VGTR/L <br />2 <br />S/8" ATR <br />-- <br />5545 <br />F1: 650 <br />32 <br />4°rx3" SDS <br />F2: 630 <br />VG. <br />1 <br />5 8r'ATR <br />-- <br />4940 <br />F1:1185 <br />16 <br />4"x3" SDS <br />F2: 590 <br />(2) VGT <br />2 <br />5/811ATR <br />7185-2ply 8M <br />3p ly <br />F1:1185 <br />32 <br />1/4"x3" SDS <br />F2: 590 <br />DTT2Z <br />1 <br />8 <br />1/2" ATR <br />4"x3" SDS <br />+- <br />1825-2x4 m in <br />2145- 2 2x4min <br />HTT4 <br />5�/(j8" ATR <br />-- <br />3610 <br />-- <br />�1p <br />i0 <br />j¢ <br />0.148" x3-1/2" <br />HITS <br />8r'' ATR <br />-- <br />457E} <br />K1 <br />26 <br />t5 <br />(1140 xY <br />HTTSKT <br />1 <br />5 8r' ATR <br />-- <br />5445 <br />- <br />26 <br />SD#10x2- 2" <br />Af3U44Z <br />1 <br />5 8r' ATR <br />7570 <br />i900 <br />- <br />12 <br />0.1.62"x3- 2" <br />ABUEi6Z <br />i <br />C t8rr ATR <br />18205 <br />2475 <br />-- <br />12 <br />0.162"x3-1/2" <br />H2.5A <br />10 <br />0.131"x2-1/2" <br />-- <br />565 <br />F1:110 <br />F2:110 <br />H10A <br />is <br />0.148"x1-1/2" <br />-_ <br />1340 <br />F1:565 <br />F2:285 <br />HIOA-2 <br />18 <br />0.148"x1-1/2" <br />-- <br />1080 <br />F1: 680 <br />F2:260 <br />HUG48 <br />14 <br />1/4"x2-3/4" Titen 2 <br />3500 <br />1135 <br />-- <br />6 <br />{1148'0" <br />WS26 <br />4 <br />0.148"x3" <br />865 <br />1165 <br />- <br />SPH4 <br />12 <br />0.148"x1-1/2" <br />-- <br />Side: 64 <br />Center :1280 <br />OTC Clips <br />4 <br />3/16"x2-3/4r' Then 2 <br />-- <br />-- <br />F1: 85 <br />2 <br />0.131-x2-1/2" <br />F2:135 <br />A35 <br />12 <br />0,131"xl-1/2" <br />__ <br />- <br />F1:650 <br />F2 : 670* <br />SDWC1560D <br />1 <br />SDWC 15600 <br />-- <br />615 <br />F1:130 <br />F2: 225 <br />SDWC1,54W <br />1 <br />SDWC15450 <br />- <br />295 <br />F2:150 <br />3 <br />R <br />t � E .. f $ <br />: <br />? <br />Q S C <br />......:x <br />• Y.3-2F12-2B/2T <br />k fi <br />.. . 4^ _., <br />� <br />3 <br />i a i .t _da, •... ea.>�--:` ....... <br />• • <br />li� <br />., ,? �„",% x�a�.a.'�Gvaa�s. ;lr, <br />•• t <br />R fft 1 <br />p <br />} <br />BAR BOTTOM. #3 <br />dBOTTOM. #3 STIRRUPS @ 3 <br />#5 BAR BOTTOM. #3 <br />(3) #5 BARS B01-TOM. <br />(3) #5 BARS BOTTOM - <br />STIRRUPS @ 3 O.C. <br />O.C. <br />STIRRUPS @ 7, O.C. <br />#3 STIRRUPS @ r <br />Y <br />CONTACT E.O.R.FOR <br /># y <br />12 x12" CONC BEAM <br />iEAM <br />12 x20" CONC BEAM <br />BARS Y• <br />` <br />CONCRETE • EAM <br />o•• BA' <br />BARS <br />ia' O• <br />BARS BOTTOM. <br />DESIGN <br />BOTTOM. #3 STIRRUPS @ 511 <br />•• r71, <br />STIRRUPS <br />.. • <br />0. <br />CONTACTi FOR <br />,, <br />CONCRETE5 <br />CONTACT FOR <br />BARS TOP/ <br />' <br />CONCRETEi i <br />BARS TOP/:• <br />• i• <br />;• RS BOTTOM.:: <br />DESIGN <br />BARS BOTTOM.BARS <br />BOTTOM. <br />r ♦ If <br />STIRRUPS <br />17 UNTEL PER PLAN <br />s�a: <br />y <br />i /2"= 1'-0" <br />Fd. Na *: <br />WGM-222 <br />0 �111111 <br />Fieldstone • ' <br />C.O.A# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: NO. 86 <br />29349 <br />/I/ <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE ,► A OF <br />P.E.# 80956 j A♦C 2• <br />088/23/2021 l 0tv <br />SIGNED -DATE //11111 <br />0 <br />a <br />0 <br />N <br />0 <br />U <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />UMAESWMM <br />PROJECT TYPE <br />Sin a Famfl <br />SPECIFICATION LEVEL <br />PW e <br />PLAN NAME <br />Hi h ate <br />NPC CHI NO ER <br />2811.500 <br />SHEET <br />ca <br />S4*2« <br />1 <br />