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A -.12 MA 10cmi"MON *3 <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE To WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Od x 1 1/2' HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 M' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H1 OA OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). <br />8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36,.177" x 2 7/8* LONG, WITH WASHER 0 16'O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />WNRM INDICATES OPENING BELOW/T.03, =TOP OF BEAM/ 8,01. .&OTTOM OF LINTEL/T.0,A. =TOP OF ARCH/ TOS =TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, CIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, TO. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fc <br />(psi) <br />SIZE <br />WXH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />-13TM <br />Top <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8X8 <br />(1) #5 <br />- <br />NIA <br />I - <br />GROUTED SOLID <br />*CAST-CRETE" <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8' PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL <br />8* PRECAST & PRESTRESSED <br />DADS <br />FOR <br />U-LINTELS <br />I <br />I <br />SAFE UPLIFT LOADS <br />FOR S' <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />SAFE <br />LOAD <br />PLIF <br />*--4- <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />LENGTH <br />am <br />swis <br />amme <br />I ans-le <br />rw4m <br />V~ws <br />armwe <br />LENGTH <br />SUB <br />we <br />LENGTH <br />V4r (4r) PRECAST <br />2231 <br />M <br />3719 <br />1 ma <br />ou <br />am <br />m <br />!Mi <br />3 (4n PRECAST <br />'4r <br />10M <br />1024 <br />IM <br />74r (4n PRECAST <br />61112 <br />m <br />4406 <br />oils <br />7w <br />W4 <br />103" <br />Ilme <br />'80 <br />304 <br />4W <br />IM <br />0132 <br />70111 <br />'V& i4n PRECAST <br />ISIS <br />AM <br />2M <br />SM <br />4000 <br />GM <br />71184 <br />#to? <br />4`0 14n PRECAST <br />M <br />M <br />11" <br />V-1)" (4n PRECAST <br />on <br />no <br />3000 <br />am <br />4m <br />sm <br />in$ <br />2M <br />411115 <br />oil$ <br />7w <br />SON <br />um <br />lies <br />IOU <br />nO <br />SON <br />MO <br />40711 <br />M <br />OM <br />W-W (54') PRECAST <br />ISIS <br />tow <br />2110 <br />2m <br />sm <br />Om <br />$a <br />am <br />4-0 (54') PRECAST <br />SR2 <br />591 <br />1073 <br />V-S' (54') PRECAST <br />IVY <br />2W <br />31111 <br />4041 <br />4711 <br />am <br />MOO <br />4375 <br />011L_ <br />7W, <br />8172 <br />iMM <br />11809 <br />12P <br />2040 <br />2M <br />SM <br />4W <br />4711 <br />W9 <br />5`41' (84') PRECAST <br />1217 <br />130 <br />Im <br />M" <br />"" <br />31" <br />"" <br />Ow <br />94' (64') PRECAST <br />411 <br />411 <br />745 <br />V4m (M PRECAST <br />loll <br />l7i <br />2178 m <br />M <br />= <br />3181 <br />4M <br />Im <br />3m <br />sm <br />71141 <br />1 <br />lot$ <br />1715 <br />2m <br />mis <br />low <br />w <br />act <br />SAW (M PRECAST <br />low <br />Ila$ <br />illb <br />MI <br />goo <br />250 <br />3000 <br />3470 <br />F-110' (7W) PRECAST <br />340 <br />330 <br />616 <br />F-10. (m PRECAST <br />180 <br />Rep. <br />m <br />sw <br />ano <br />-Ti- <br />a. <br />"It <br />m <br />40110 <br />'to <br />its <br />rm <br />m <br />m <br />M <br />iw <br />On <br />1 2M <br />I 8W <br />SM <br />410 <br />V4r (M PRECAST <br />I= <br />�1: <br />2M <br />1 340 <br />3084 <br />4318 <br />sm <br />V4r (7n PRECAST <br />W7 <br />ni <br />490 <br />f4r (7n PRECAST <br />m <br />14011m_ <br />"It�] <br />2=.J <br />2710W <br />Mim <br />3n2m <br />2177 <br />No <br />SON <br />M. <br />On <br />UP <br />I IM <br />1 2M <br />2M <br />SM <br />3M <br />r-V (On PRECAST <br />743 <br />Mi <br />Im <br />2111111 <br />M <br />SM <br />sm <br />I r4r (In PRECAST <br />424 <br />534 <br />363 <br />r4r (W) PRECAST <br />7v. <br />iollj <br />tell" <br />= <br />nv_ <br />m <br />MI <br />1726 <br />2M <br />SM <br />Mi <br />un <br />?V <br />-12M <br />1 ISM <br />20M <br />241111 <br />2W <br />= <br />94' (11r) PRECAST <br />554 <br />m <br />im <br />Iffis <br />m <br />sw___ <br />ale <br />-m <br />W-C (112') PRECAST <br />M <br />512 <br />MO <br />r4- (112n PRECAST <br />w <br />no <br />it <br />1474 <br />ISIS. <br />2167. <br />=0 <br />in <br />I= <br />1!!L- <br />3w <br />. <br />wo <br />w <br />= <br />1 1318 <br />loll <br />INS <br />2294 <br />Will <br />lV4r (12r) PRECAST <br />475 <br />six <br />no <br />I'll, <br />21103 <br />210 <br />2M <br />I1W4r (12r) PRECAST <br />264 <br />401 <br />180 1 <br />1941' (12r) PRECAST <br />on <br />in <br />6711.4 <br />oiew <br />11880.ml <br />lot. <br />1739. <br />mli <br />all <br />I= <br />I= <br />WIN <br />271111 <br />Son. <br />4164 <br />SOO <br />m <br />tim <br />im <br />IM. <br />21111 <br />11W (13n PRECAST <br />382 <br />m <br />945 <br />ING <br />Is" <br />am <br />1 31V <br />40M <br />W-0 (13n PRECAST <br />200 <br />452 <br />154 <br />W-C (13r) PRECAST <br />'tM <br />474 <br />004 <br />IN <br />On <br />IO37.A <br />W4- <br />1613. <br />im <br />On <br />m <br />ING <br />130 <br />34n <br />SW <br />401111 <br />484 <br />901 <br />042. <br />1372.4 <br />100. <br />MO. <br />219 <br />17-V (144') PRECAST <br />SIT <br />m <br />an <br />am <br />104 <br />am <br />an <br />m <br />174Y' (141n PRECAST <br />244 <br />402 <br />137 <br />IZ4r (144') PRECAST <br />470 <br />4a <br />7 <br />724 <br />24 <br />m <br />873 <br />am <br />low <br />rm <br />m <br />m <br />470 <br />In <br />M <br />940 <br />13011 <br />look. <br />M1.1 <br />Im <br />IS-4- (ilin PRECAST <br />MIS <br />471 <br />In <br />0711, <br />I'm <br />low <br />2Hd <br />201111 <br />ITW (IM PRECAST <br />1 <br />MY <br />324 <br />111[) <br />IT-V (Ian PRECAST <br />419 <br />m <br />BUY <br />M. <br />04- <br />1 <br />Imm <br />411 <br />in <br />iom <br />ics <br />I= <br />20114 <br />21110 <br />411 <br />400 <br />0 <br />780a <br />7 <br />IM.J <br />$414mml <br />10111.1 <br />ISUP <br />lW4r (IWj PRECAST <br />279 <br />424 <br />708 <br />1002 <br />-iw- <br />-116- <br />-iff- <br />llr4r (16n PRECAST <br />2D5 <br />1 293 <br />1 100 <br />1*0 (16" PRECAST <br />=4 <br />=- <br />"' <br />M. <br />rAgw <br />M <br />M-1 <br />IMONI..A <br />I= <br />442 <br />1 7110 <br />10011 <br />I= <br />im <br />21V <br />00 <br />4" <br />IT <br />ME <br />10111.4 <br />13811.&1 <br />ISIZ.J <br />iffi? <br />IW4r (17V) PRESTREIISED <br />N.R. <br />In <br />NR <br />MR <br />WR <br />Nit <br />NR <br />14%r (IM PFESTRENED <br />N.R. <br />284 <br />91 <br />,rr (TM PRESTRESSED <br />= <br />NO <br />354 <br />3011 <br />020 <br />'n <br />On <br />m <br />MmI <br />9110.1 <br />On. <br />On <br />I <br />i3oh. <br />M <br />Isis. <br />1131- <br />17" <br />460 <br />M <br />_ <br />IM <br />I$= <br />Ono <br />MY <br />U12 <br />1" (184') PRESTRESSED <br />NA <br />NR <br />HR <br />MR <br />I In <br />MR <br />AIR <br />IV4' (1641 PRE8TRBM <br />NJL <br />269 <br />83 <br />__ <br />v., (184, PREnm <br />On <br />no <br />H313�1 <br />On <br />400m <br />a" <br />Wml <br />we'w <br />M <br />7119. <br />Ina. <br />Oil. <br />im. <br />M40 <br />mew <br />412 <br />710 <br />I= <br />lm <br />x1m <br />nao <br />sm <br />ir-4" CAn PRESTRESSED <br />N.R. <br />M <br />WR <br />m <br />NR <br />WR <br />M <br />NR <br />lr4* On PFIESTRMEID <br />N.R. <br />194 <br />64 <br />Ir-C Wn PRESTRESSEID <br />isy <br />In <br />On <br />no <br />308 <br />405 <br />on <br />On <br />521.1 <br />NOW <br />On. <br />100. <br />in. <br />un. <br />ME <br />1473- <br />300 <br />so <br />On <br />1= <br />Mf <br />is4p <br />2w <br />19-e CAn PRESTRESSED <br />NJL <br />NA <br />NR <br />m <br />NIR <br />NR <br />M <br />NR <br />lIY4' W2') PRESTREM <br />Kk <br />1146 <br />52 <br />ir-C mn pwaram <br />in <br />M <br />m <br />283 <br />34B <br />S <br />a <br />W - <br />841 <br />12V <br />m <br />WNIR <br />m <br />1017 <br />Ilv <br />IRS <br />me <br />21`0 On PRESTRESM <br />Hit <br />NR <br />in <br />KA <br />Wt <br />In <br />WR <br />NR <br />In <br />21-4- On PRESTRESUMM <br />A <br />125 <br />42 <br />21-4- On PF07REM <br />'a <br />142 <br />W <br />in <br />YO <br />E <br />"n <br />'a <br />40 <br />M <br />On <br />0106. <br />an - <br />low - <br />too <br />w <br />On <br />Go <br />1114 <br />an <br />ma <br />2r-V (0141 PRES. <br />NA <br />in <br />MR <br />Ift <br />In <br />NR <br />A <br />2Z-V WC) PRE111TROSED <br />E. <br />p-El <br />�. <br />27-V (284') PFMB,.F-,W'w- <br />ley <br />In <br />NO <br />0 <br />in <br />30 <br />379 <br />Ing <br />431 <br />4M .61 <br />M.4 <br />waid <br />M.Of <br />M, <br />m. <br />Is <br />in <br />On <br />. <br />Mo <br />INO <br />2V4r Mn PREPRES110 <br />I N- <br />hilt <br />F_ _7 <br />24-0 On PRESTRESSED <br />In <br />202 MI <br />w <br />$10 <br />So <br />342 <br />416 <br />4M <br />MU6,4 <br />Mm <br />Mj <br />412.1 <br />M" <br />w. <br />m <br />M­ <br />. <br />1222 <br />(#) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR. <br />(#) THE <br />REDUCTIONS <br />NUMBERS <br />IN <br />FOR GRADE <br />PARENTHESIS <br />40 <br />ARE <br />FIELD ADDED <br />PERCENT <br />REBAR. <br />ALL VALUES TAKEN FROM Wn LOAD TABURS' BY CASTCRETE MAY 2015 EIDITM PRECAST PRODUCM NY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES 61116CWATIONS PROVIDE MIMMUM COF BEARING PAST EACH SM OF VVIWOW OPENING <br />- - - - - - - - - - - - - - mm ----------------------- m --- mm-m ---- <br />% 8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1T/OM/0B <br />% <br />% 4* <br />% <br />% % <br />% <br />% <br />% % 40, <br />4# <br />J# <br />4# <br />0 <br />4# <br />u: <br />-UNO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />40 <br />J# <br />s <br />4# <br />8RF8- J* <br />IT/OIWOB <br />4# <br />8F16-1T10M10B SAFS-1T/0Mf0B 8F28-1T10M11B <br />i L - - - - - - - - - - - - - - - L - - - - - - - - - - - - - <br />LIFT BEAM PLAN. <br />SCALE: 1/4"= V-0" <br />1441 N. RONALD REAGAN BLVM <br />LONGWOOD, FIL 32750 <br />PH: 407-774-6078 <br />FAX, 407-774-4078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />24 <br />14 <br />#A <br />M`n <br />F'StMDIV. SO 7107"11 <br />SILVERADO <br />LOT #3 <br />04128.00 -03011 <br />MODELA <br />4EBB <br />"1828-CALI" <br />GAP.A02 BWDM: <br />RIGHT <br />PAGE; <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />50 MPH E . B <br />F-PRMT 12/01 fm <br />DATW. <br />DCAXJC: 1/4"=V-0" <br />L"r <br />%.. 8Hz S21 <br />