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a <br />a <br />Nn: No <br />WOODBUp ATiADUM <br />1x0ISTOMP.T.BIK MMASONK <br />ixWOOD <br />MAOFANEINURA7Mvf TNAIL14? <br />b(P.T.80 <br />FROMBDSAND IO:C.RMOIDI LATTACH <br />WNDOMITHRDBU KIOWSOMVPERRADA <br />ATTACHWNDOWPER <br />PRODUCTAPPROVAL <br />RMPRODUCT <br />APPROVAL <br />ALTERNATE: <br />ME SEW* <br />2KORWA11RBU MMASOMII <br />31TJI T1BfrM < 21 N a 114V x 4' <br />RN FEREIRA110B <br />TAPtN■4•RMEtDSAIDIFICIPA <br />REIIMDffL &f 1114'fiY8 ENtT <br />TYPICAL WINDOW ATTACHMENT DETAIL <br />N.T.S. <br />Pw No,": <br />WGM -140 <br />KL RMSH WOOD OVATACW: <br />8(ORii BIBIM1CKTOYA9OIi1V <br />ixWOOD BUXT4 <21►P=*0x4' <br />2xP.T.BUCK TAPCOM@4'FROMENDSAND1raC. <br />N011111111111#11WOMBw <br />APPROVAL ALTBINATE <br />BWgCMOtD 1xCUSTOMPTB 70111ASONRY <br />WTCH RAIWE WCf R ATTACH 0 T 11I <br />FNIR•I P81 BEVAI(Nt FROM SMAND 12' O:G RBM1M ATTACH <br />DOOR THAU LICK NRi MASOW PBC RADDA <br />PROWAPMAL <br />TYPICAL DOOR ATTACHMENT DETAIL <br />bcalc <br />N.T.S. <br />File Nano <br />WGM-1 SO <br />5.11:; .* 5 -1 <br />N.T.S. <br />I <br />►1. <br />i - <br />• <br />'1 <br />« ► <br />i <br />ATYPICAL CAST -IN -PLACE CONCRETE LINTEL DETAIL <br />1A1 <br />' - 2rd8W000mUtKiiOAtDTOCMUld <br />11Z x C 1" BOLTS OR tif8' x 8' SMffiON <br />YM HD'310 WANN AT 2t' OA. X <br />FRAIEti)BJCKTO Wlli/ rOFTOPANDMTKIKORP) <br />MASONN! ROWSOF114■xTlv#�90NtI+fSCREWS® <br />204STAGOROWSFFRDI EACII <br />Ew <br />1/rx2114'HN.113MEM MXI <br />OR DUAL MN.111rEM8®Ni m <br />MA90 OO)F81 T <br />*'' <br />SECTION VIEW A -A <br />Fie Name: <br />WGM-160 <br />YYGG Scale: Fla Noma: <br />WG11-220 <br />8F8-£q/1T <br />8FS-05/1Tw/ RECESS <br />12-08/1T <br />8Fl JiT <br />8F20-W/1T <br />8F244)8/17 <br />BF28.08/1T <br />BF32-011/1T <br />Max O ear Span (S) <br />8F8-1B/1T <br />SF&18/1T w/ RECESS <br />8F12-1B/1T <br />16-18/1T <br />BF20-WIT <br />SF2+18/1T <br />8F28-18/1T <br />8F32-28/1T <br />8'x8- CONC BEAM w/ <br />8"x8" CONC BEAM w/ (1} #S <br />8"x12" CDNC BEAM w/ <br />8"x16' CONC BEAM w/ <br />8-x20`* CONC SEAM w/ <br />8"x24" CONC BEAM w/ <br />8'x28" CONC BEAM w/ <br />8"x32" CONC BEAM w/ <br />V < S 5 4' <br />(1) #S BARTOP/ (1)#4 <br />BAR TOP/ (1) 44 BAR <br />(l)#tS BARTaDP/t lj #4 <br />(i)#S BARTOP/ (l)#4 <br />t1j BAR TOP/ (2)1#4 <br />t1j #S BARTOP/(Z)#4 <br />(l)#5 BARTOP/ t2j #4 <br />(1)#S BARTOP/ (2} #4 <br />BAR BOTTOM.. #3 <br />807TOM #3 STIRRUPS @ 4" <br />BAR BOTTOM... #3 <br />BAR BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOFA #3 <br />STIRRUPS 4"O.C. <br />O.C. <br />STIRRUPS 5-O.0 <br />STIRRUPS @ 7"O.C. <br />STIRRUPS @ 9- O.C. <br />STIRRUPS @ 10"O.C.. <br />STIRRUPS @ 12- O.C. <br />STIRRUPS @ 14.O.C. <br />rx8" CONC BEAM w/ <br />8"x6" CONC BEAM w/ (1} #S <br />8"x 1Z" CONC BEAM w/ <br />8"xi6" CONC BEAM w/ <br />8'x.I" CONC BEAM w/ <br />ON24" CONC BEAM w/ <br />8'xW CONC BEAM w/ <br />,8"x3r CONC BEAM w/ <br />4, < Se. 7, <br />(1)#k5 BAR TOP/ (2) #4 <br />BARS TOP/(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 BOTTOM. #3 <br />807TOR #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 @ 4" O.C. <br />O.C. <br />STIRRUPS 5. O.C. <br />Sit RR UPS 0 7" O.C. <br />STIRRUPS @ T O.C. <br />STIRRUPS isr O.C. <br />STIRRUPS 12" O.C. <br />STIRRUPS 14" O.C. <br />CONTACT E.O. R. FOR <br />CONTACT E.O. R. FOR <br />8"x12' CONC BEAM w/ <br />8"xi6" CONC BEAM w/ <br />8-x20" CONC SEAM w/ <br />8"x24" CONC BEAM w/ <br />8'x28" CONC BEAM w/ <br />8" 1r CONC BEAM w/ <br />7' <S S 12'-8' <br />CONCRETE BEAM <br />CONCRETE BEAM DESIGN <br />(2) #5 BARS <br />(2) #5 BARS TOP/(2) #5 <br />(2) #S BARS TOP/ (2) #5 <br />(2) #5 BARSTOP/ (2) #5 <br />(2) #5 BARSTOP/ (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 />STIRRUPS @ S- O.C. <br />Sn RRUPS @ 6" Q.C. <br />STIRRUPS @ 9" O.C. <br />STIRRUPS @ 10. O.C. <br />STIRRUPS @ lr 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' GDNC 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 />12'8"<S 52V--r <br />CONCRETE BEAM <br />CONCRETE BEAM DESIGNDESIGN(2) <br />CONCRETE BEAM <br />#5 BARS TOP/ (4) #5 <br />(2) #S BARS Tim/ (4) #5 <br />(2) #5 BARS TOP/ (4) #5 <br />(2) #5 BARS Tom/ (4) <br />(2) #5 BARS TOP/ (4) <br />DESIGN <br />BARS BOTTOM #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM #3 <br />STIRRUPS 6" O.C. <br />STIRRUPS 9" O.C. <br />ST)RRUPSOMWO.C. <br />STIRRUPS to 12" O.C. <br />STIRRUPS 14"O.C. <br />8" LINTEL PER PLAN <br />'e <br />22AScol": <br />fi. Nanc <br />1 2 =1 -0 WGM-221 <br />PRECAST LINTEL GRAVITY LOAD TABLE W/29/ <br />LOADS LISTED HAVE BEEN CALCULATED OR COMP ILEO FROM APPROVED MAN LIFACnMERS: <br />CAST CRETE, LOTT'S CONCRETE, QIIAUTY PRECAST CO. <br />MAXIMUM LOAD (PLF) <br />APPROX. <br />LINTELLENGTH <br />MAX. CLEAR <br />OPENING <br />TYPE A <br />Be LINTEL <br />8r' TYPE B <br />8" TYPE C <br />12" TYPE B <br />12' TYPE C <br />14" TYPE B** <br />14" TYPE C** <br />18' 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 />3r TYPE B <br />32"'TYPE C <br />2' 1Q" <br />v r <br />2231 <br />3068 <br />3729 <br />32M <br />5163 <br />mw <br />RM4 <br />95M <br />lom0 <br />m069 <br />46M <br />52D6 <br />6'113 <br />7547 <br />8974 <br />10000 <br />lam <br />3 6' <br />2' r <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />95M <br />10000 <br />3069 <br />46M <br />5206 <br />6113 <br />7547 <br />8974 <br />10000 <br />1DDm <br />4 O' <br />2'8' <br />1783 <br />2%1 <br />2751 <br />3290 <br />38M <br />4890 <br />5961 <br />7034 <br />8107 <br />2561 <br />46M <br />5206 <br />6113 <br />7547 <br />8974 <br />10000 <br />lam <br />4 6' <br />3' r <br />1343 <br />1968 <br />2110 <br />2992 <br />2931 <br />3756 <br />4576 <br />5400 <br />6224 <br />2969 <br />4375 <br />5206 <br />6113 <br />7019 <br />8672 <br />10000 <br />1mm <br />4 8' <br />3'4" <br />M7 <br />1349 <br />1438 <br />1716 <br />im <br />2560 <br />3132 <br />3686 <br />4249 <br />1349 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />82'03 <br />Site <br />4I r <br />im1349 <br />1438 <br />1716 <br />im25M <br />3132 <br />3696 <br />4649 <br />2349 <br />3090 <br />4567 <br />MIS <br />4766 <br />5817 <br />7074 <br />EM <br />5' 10" <br />4' 9' <br />am <br />im1173 <br />16M <br />im <br />209D <br />25N <br />30M <br />3470 <br />1105 <br />2622 <br />JIM2 <br />4360 <br />3942 <br />4889 <br />5917 <br />6662 <br />6 6• <br />5' r <br />7l0 <br />im <br />2177 <br />3739 <br />34M <br />3031 <br />3707 <br />4363 <br />5061 <br />1232 <br />2177 <br />2739 <br />3480 <br />5381 <br />8360 <br />8625 <br />7M <br />7'6' <br />6'2" <br />5M <br />991 <br />1729 <br />2108 <br />2632 <br />2205 <br />26M <br />3191 <br />3685 <br />991 <br />1729 <br />2106 <br />2632 <br />3898 <br />5661 <br />4742 <br />5501 <br />9 v <br />7' 0' <br />488 <br />699 <br />1160 <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 />3387 <br />9 e <br />8' 0" <br />416 <br />699 <br />1160 <br />N/A <br />1625 <br />2564 <br />3486 <br />2918 <br />3302 <br />699 <br />1245 <br />N/A <br />1843 <br />2564 <br />3486 <br />2964 <br />3387 <br />w 6" <br />920 <br />354 <br />535 <br />890 <br />Ni <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 <br />535 <br />lam <br />N/A <br />ISM <br />2093 <br />2781 <br />2259 <br />2615 <br />11' 4" <br />10' 0r' <br />315 <br />567 <br />B90 <br />N/A <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />567 <br />945 <br />Ni <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />32!0" <br />10, Er, <br />292 <br />525 <br />873 <br />N A <br />1254 <br />1664 <br />2193 <br />28M <br />3552 <br />525 <br />873 <br />N/A <br />1254 <br />1694 <br />2193 <br />2805 <br />3552 <br />12'6" <br />13'2" <br />277 <br />471 <br />755 <br />N/A <br />1075 <br />1429 <br />1838 <br />2316 <br />2883 <br />471 <br />755 <br />Ni <br />1075 <br />1428 <br />ims <br />2316 <br />2883 <br />LT 4' <br />12' 0" <br />255 <br />471 <br />755 <br />N/A <br />]on <br />1428 <br />1838 <br />2316 <br />2535 <br />471 <br />755 <br />N/A <br />1D75 <br />1429 <br />lam <br />2316 <br />2883 <br />14"0- <br />22'8" <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 />2328 <br />1697 <br />2127 <br />2630 <br />14'8" <br />13'4" <br />N/A <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />WA <br />N/A <br />783* <br />N A <br />1234* <br />1421* <br />1779* <br />2188* <br />2662* <br />194" <br />1410" <br />WA <br />NA <br />NA <br />NA <br />NA <br />NA <br />WA <br />NA <br />WA <br />N/A <br />710* <br />N/A <br />1160* <br />1331* <br />1660* <br />2032* <br />24S* <br />1T 4' <br />1617, <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 />WA <br />N/A <br />548'' <br />N/A <br />952* <br />11ir <br />1379* <br />1671* <br />1wr <br />174' <br />18'O" <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 />42D* <br />N/A <br />750* <br />960* <br />1177* <br />1415* <br />1676* <br />20'O" <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/A <br />59B* <br />845* <br />1114* <br />1345* 1 <br />1468* <br />* PRESTRESSED <br />** B" W/2" RECESS U-LINTELS <br />TvDe A- Unfilled no Rebar TvDe B- Continuous Grout Steel oer Plan inBond Beam 0 C-ContinousGroutSteel Der olan in Bond Beam &Lintel <br />CONNECTOR <br />FASTENERS <br />ALLOWABLE LOADS <br />£1TY <br />TYPE <br />GRAVITY <br />(I bs 1.0 <br />UPLIFT(lbs) aQ <br />1.6 <br />LATERAL <br />lbs 1.6 <br />META16 <br />8 <br />0.148"x1-1/2" <br />__ <br />150 <br />F1:340 <br />F2: 770 <br />HETA16 <br />9 <br />0.148"x1-1/2" <br />- <br />1810 <br />FS:340 <br />F2: 770 <br />( 2) MEi'A16 <br />1-ply <br />10 <br />0.148NIL-1/2" <br />-- <br />1975 <br />F1: 68D <br />F2: 770 <br />(2) META16 - � I <br />IS <br />14 <br />0.162"x3-1/2" <br />-- <br />1795 <br />F1:1285 <br />F2:1080 <br />(2) HETA16 <br />1 1 <br />10 <br />" <br />0.148 xl-1/2", <br />-- <br />1920 <br />F1: 68D <br />F2: 770 <br />(2) HETA16 <br />- <br />12 <br />0.162"x3-1/2„ <br />__ <br />236S <br />F1:13SO <br />F2: 1430 <br />I STM16 <br />8 <br />0.148"xl- " <br />-- <br />Mo <br />F 1:12D <br />4 <br />1/4"x13/4" Then 2 <br />F2: 9U <br />MTS12 <br />14 <br />0.148"xi_ 2" <br />-_ <br />990 <br />MTS16 <br />14 <br />0.148"x1- " <br />__ <br />990 <br />HTS16 <br />16 <br />0.148"xl-1/2" <br />-- <br />1310 <br />- <br />HTS20 <br />24 <br />0.148"xl-1/2" <br />-- <br />1310 <br />-- <br />LSTA12 <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"x2-1/200 <br />-- <br />1640 <br />-- <br />N STA30 <br />22 <br />0.148"x2- 2" <br />-- <br />2050 <br />- <br />NSTC52 <br />62 <br />0.148"x3-1/4" <br />-- <br />4735 <br />-- <br />MSTCM40 <br />10 <br />4"x2- 4" Tite n 2 <br />-- <br />2800 <br />- <br />14 <br />0.148"x3- 4" <br />MGT <br />22 <br />11148"x3" <br />-- <br />3965 <br />F1: 775 <br />1 <br />5/8" ATR <br />F1525 <br />VI L <br />1 <br />5 8" AIR <br />-- <br />222S <br />F1: 650 <br />16 <br />4rrxY" SIBS <br />F1- 630 <br />VISTR/L <br />2 <br />5 8" ATR <br />-- <br />5545 <br />F1: 650 <br />32 <br />1XI SDS <br />F2: 630 <br />VGT <br />1 <br />5 8" ATR <br />_- <br />4940 <br />F1:1185 <br />16 <br />4"x3" SDS <br />F2 590 <br />(2) VGT• <br />2 <br />5/8" ATR <br />_- <br />7185.2ply 8M <br />3ply <br />F1:1185 <br />32 <br />4"x3" SD5 <br />F2: S90 <br />©TT2Z <br />1 <br />8 <br />1/2" ATR <br />111 SDS <br />_ - <br />MS-2x4 m in <br />2145- 2 2x4•m:n <br />HTT4 <br />5�r/8" ATR <br />-- <br />3610 <br />-- <br />�1(a� <br />is <br />//•yy <br />0.148"x3-+ f26f <br />� <br />HITS <br />1 <br />5 E r ATR <br />-- <br />4670 <br />-- <br />26 <br />€} 148"x3" <br />HTTSI T <br />1 <br />S 8" ATR <br />-- <br />5445 <br />- <br />26 <br />SD#10x2-1/2" <br />ABU44Z <br />1 <br />S/8" ATR <br />7570 <br />1900 <br />-- <br />12 <br />0.162"x3- 2" <br />ABU66Z <br />r <br />18205 <br />2475 <br />- <br />12 <br />0,162'x31/2" <br />H2.5A <br />10 <br />0.131"x2-1/2" <br />_- <br />565 <br />F1:110 <br />F2:110 <br />H10A <br />18 <br />0.148"xi-1/2" <br />-_ <br />1340 <br />F1:565 <br />F2:285 <br />H10A-2 <br />18 <br />0.14811,X1-1/2" <br />1080 <br />F 1: 680 <br />F 2 : 260 <br />HUG48 <br />14 <br />1/4"x2-3/4" Titen 2 <br />350D <br />1135 <br />-- <br />6 <br />0.148"I <br />WS26 <br />4 <br />t1148"xY' <br />965 <br />1165 <br />- <br />SPH4 <br />12 <br />0.148"xi-1/2" <br />-- <br />Side: 640 <br />y <br />Center:1280 <br />UTC Clips <br />4 <br />3/16"x2-3/4"r Titen 2 <br />F1: 85 <br />2 <br />0.131"x2-1/2" <br />F2:13S <br />A35 <br />12 <br />0.131"1" <br />-_ <br />-- <br />F1:650 <br />F2:670* <br />SDWC1.5600 <br />1 <br />SDWC35600 <br />-- <br />615 <br />F1:130 <br />F2 : 225 <br />SDIWC1MS0 <br />1 <br />SDWCLS450 <br />295 1 <br />F2:150 <br />x, <br />a <br />an <br />- d '" <br />'Y ? z� <br />J2F8-2B/2T12F12-2B/2TIt <br />n Y <br />..-> <br />i °r°' <br />c <br />r r <br />v,4kS } <br />x' 4 -F <br />f <br />i" <br />♦� ► <br />4 -, tr ^; <br />'r <br />s i r <br />! r J12 <br />x16" CON C BEAM <br />121 CONC rEAM <br />12 x24" CONC BEAMN <br />J ", • it <br />i' r* ` <br />•J r+' i► <br />J BARS Or <br />J BARS O. <br />BARBOTTOM.ii <br />i, • r , <br />ij BOTTOM.i'' <br />BOTTOM.'r <br />ii i <br />STIRRUPS @ 3" O.C. <br />STIRRUPS @ 71, O.C. <br />-#3-ST1,ZqLJl?S + Q,C <br />' s <br />CONTACT E.O.R. FOR <br />12 J CONIC <br />• <br />CONCRETE r <br />r t <br />i .12 <br />x1G' CON C i A <br />i i 1 <br />Li' i' <br />r <br />rJ r+ <br />r • r <br />r° i <br />+ + r <br />•J <br />• BOTTOM.: <br />ri <br />-;,T#)TMfTCA3STIRR,1JPS @D <br />(3) #5 BARS BOTTOM. <br />(3) #5 BARS BOTTOM. <br />#3 STIRRUPS 10' <br />CONTACTDESIGN <br />E.O.R. •' <br />12 NC BEAMP, , i <br />♦ • • <br />CONCRETE BEAM <br />CONTACT E.O.R. FOR <br />12 x16" CONC BEAM <br />12N20" CONC BEAM <br />w/ (2) #5 BARS TOP/* <br />CONCRETEc <br />BARS TOP/ <br />BARS it <br />rs RS, BOTTOM <br />DESIGN:A' <br />:i i <br />:+" :i i <br />"' t <br />r r ,r �. - <br />STIRRUPS <br />. r r i s. <br />STIR <br />t5OFieldstone <br />C.O.A# ARCHITECTURE: <br />AA26002802 N0.860 <br />C.O.A.# ENGINEERING: <br />29349 <br />■ BENJAMIN NIESE, PE '^ <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE Q ST IF : Q/ <br />P.E.# 80956� CWR10o! <br />08/23/2021DATE SIGN At. <br />5 <br />L <br />V <br />C <br />L <br />L`. <br />RELEASE <br />PROJECT <br />I< to <br />PLAN NAME <br />Highgate <br />NPC CH NU R <br />Z811.,500 <br />SHEETCA <br />LXX*2• 1 1 <br />