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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 100 x 1 112" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ IOd x 1 1/2" HOG 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 />5. 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 />B. 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 @ 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 O'-W, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />DE88C.WWTION <br />REMARK <br />1Q <br />(2) 2X8 <br />BEAM SCHEDULE <br />ENZOM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(�) <br />W,XH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <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 />LOADS <br />FOR <br />U-LINTELS <br />I <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />G1Ne-o— <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />*--*a— <br />SAFPL <br />OAD <br />Y'�•�Y'�^TYPE <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />1IRM <br />W121M <br />m#4# <br />n#N <br />EW40 <br />rase <br />r330e <br />TYPE <br />LENGTH <br />6U6 <br />RCMU <br />LENGTH <br />IFf-IT <br />rs3T <br />W12-IT <br />Brim <br />sutr <br />elect <br />no-tr <br />en6N <br />W24-IT <br />ensa7 <br />WAIMT <br />4e82'7 <br />I e1:12-/r <br />wasm <br />Ma <br />rate <br />Nta/e <br />wan <br />6 A49 <br />snt-te <br />ews/e <br />ewsw <br />14r (42•) PRECAST <br />'12H <br />NO <br />370 <br />Ewe <br />NN <br />aN <br />NN <br />I= <br />V4• (42) PRECAST <br />1025 <br />1024 <br />48S <br />3'4' (4r) PRECAST <br />III*MM <br />36N <br />ON <br />NO <br />as <br />Im <br />NN <br />460 <br />Otis <br />7647 <br />6N4 <br />7Nw <br />t76N <br />Im <br />3N6 <br />am <br />4N4 <br />an <br />as <br />?w <br />4'0 (48') PRECAST <br />1680 <br />fat <br />sm <br />Ne <br />No <br />am <br />Im <br />sw7 <br />4,d„ (46") PRECAST <br />766 <br />763 <br />1300 <br />r4• (46") PRECAST <br />INS <br />NO <br />EOM <br />ale <br />Nm <br />NM <br />mm4N6 <br />sia <br />7N7 <br />U74 <br />INN <br />IIsN <br />IIIN <br />23M <br />301) <br />3616 <br />ON <br />NN <br />on <br />N-r64 PRECAST <br />1QE6 <br />wM <br />2110 <br />fat- <br />Em <br />4r6 <br />e1M <br />m4 <br />4d (6<') PRECAST <br />682 <br />691 <br />1073 <br />4''6" (64") T <br />IN? <br />Nw <br />JIM <br />Nm <br />400 <br />4711 <br />am( <br />77N <br />4375 <br />8113 <br />76a <br />am <br />1084 <br />1feN <br />1a7 <br />NO <br />VV <br />36w <br />Na <br />4wt <br />Nm <br />9i• (6P) PRECAST <br />1217 <br />IS* <br />14M <br />wM <br />8N <br />3I8 <br />3N0 <br />42M <br />Bi• (64� PRECAST <br />411 <br />411 <br />746 <br />Bi• (S4') PRECAST <br />ww <br />171 <br />22M <br />=N <br />NN <br />Nw <br />4622 <br />IN3 <br />3m <br />ON <br />7N7 <br />101 <br />tae <br />1716 <br />2m <br />am <br />NN <br />Esa <br />4!N <br />9-17 (T0') PRECAST <br />1062 <br />17N <br />/tm <br />tat <br />NO <br />NO <br />3000 <br />34m <br />9-17 (70') PRECAST <br />810 <br />3� <br />ete <br />6'i0' (70� PRECAST <br />m <br />IN7 <br />9m <br />3107 <br />NN <br />4103 <br />14M <br />2m <br />4m <br />7,N <br />7101 <br />pM <br />m <br />,W <br />No <br />No <br />3,m <br />No <br />an <br />84. (�') <br />I= <br />mr <br />wN <br />Sow <br />sm7 <br />4N3 <br />6Nt <br />8'd ( ) PRECAST <br />6D7 <br />721 <br />460 <br />T4' (767 PRECAST <br />m <br />, <br />aN <br />am <br />INS <br />2171 <br />fa0 <br />an <br />am <br />tme(.1 <br />NXI <br />m <br />MV <br />Im <br />MN <br />2m <br />3M1 <br />3712 <br />T4" Mn PRECAST <br />743 <br />toll <br />17a <br />2N2 <br />2a6 <br />8M <br />am <br />NO <br />r4" Mn PRECAST <br />424 <br />634 <br />863 <br />r4• leD') PRECAST <br />7N <br />1 <br />i <br />a27 <br />NN <br />tat <br />Im <br />fat <br />aN <br />Nsi <br />etv <br />am <br />7N <br />/2N <br />tm <br />eN <br />Na <br />nu <br />Ne <br />V-4' 11 PRECAST <br />( 1. <br />554 <br />m <br />Ito <br />tole <br />BIN <br />f4N <br />ew <br />Nu <br />WW (112") PRECAST <br />320 <br />612 <br />230 <br />64• (11r) PRECAST <br />m <br />7N <br />t <br />WN <br />t <br />MO <br />NO <br />m <br />Im <br />tea <br />am <br />fill <br />mo <br />m <br />m <br />Isis <br />tea <br />Im <br />2134 <br />am <br />1T4' (12" PRECAST <br />475 <br />m <br />NO <br />Is17 <br />N" <br />f7N <br />2ws <br />26N <br />I" (126") PRECAST <br />284 <br />401 <br />180 <br />10'4• (12r) PRECAST <br />NO <br />6m <br />M. <br />11M <br />1 <br />7 <br />eat <br />6a <br />Iola <br />INS <br />NN <br />2M <br />4m4 <br />NO <br />ON <br />,sip <br />1Im <br />IM <br />NE <br />8N <br />114• (13T) PRECAST <br />362 <br />M2 <br />W <br />Im <br />Im <br />NN <br />3Is7 <br />NO <br />11'4• (136� PRECAST <br />260 <br />462 <br />154 <br />114• (IM PRECAST <br />bm <br />3N <br />No <br />toN <br />W4 <br />7m3 <br />m <br />ew <br />13M <br />INe <br />NO <br />3m7 <br />4aN <br />m <br />/ <br />Ism <br />me <br />sip <br />12-0' (1447 PRECAST <br />387 <br />6w <br />6m <br />12H <br />1N4 <br />2/N <br />NO <br />EN2 <br />17-0' (744� PRECAST <br />214 <br />402 <br />19T <br />1Y-0' (1449 PRECAST <br />470 <br />40 <br />7N <br />N3 <br />t <br />t <br />INS <br />6r <br />em <br />IsN <br />I6M <br />wN <br />NN <br />362 <br />4m <br />m <br />sw <br />im <br />t <br />tsiep <br />8m <br />1184' 1 <br />( 60y PRECAST <br />286 <br />4w <br />m6 <br />Im <br />148 <br />iM <br />8w <br />88 <br />1Yi• (160') PRECAST <br />217 <br />S?A <br />110 <br />18'i' (i6D') PRECAST <br />4Is <br />m <br />m <br />736 <br />N4 <br />7 <br />IN3 <br />m <br />IN <br />"IS <br />140 <br />an <br />aw <br />NO <br />bN <br />Im <br />m <br />NN <br />w <br />IsN <br />ir4' 1 <br />( PRECAST <br />27B <br />4N <br />7N <br />tact <br />7fa <br />/sn <br />wN <br />2N0 <br />If-W (18" PRECAST <br />2D6 <br />288 <br />100 <br />W-(r (766n PRECAST <br />us <br />a <br />NO <br />84 <br />m <br />IsM <br />M2 <br />1N <br />t0a <br />sir <br />1M7 <br />2m <br />2m <br />410 <br />4m <br />717 <br />,0N <br />Iw <br />ir4• (176� P <br />N.R <br />rw <br />NR <br />tN <br />m <br />Me <br />Mt <br />Me <br />14'4• (17T) PRESTRESSED <br />Nit <br />284 <br />91 <br />IV4• (17n PRESTRESSED <br />m <br />IN <br />1N <br />m <br />w <br />see <br />em <br />NO <br />m <br />m <br />1131 <br />1734 <br />4N <br />M <br />Ism <br />IOU <br />8r <br />2W <br />2w2 <br />lei• (184� PRESTRESSED <br />NA <br />Nit <br />NitNR <br />7N <br />7N <br />m <br />wMt <br />164• (1841 PRESTRESSED <br />Nit. <br />20 <br />83 <br />1ai• (1841 PRESTRESSED <br />2N <br />N) <br />si3 <br />30 <br />4N <br />ae <br />® <br />m <br />IN <br />a1 <br />low. <br />INS <br />m <br />tNo <br />173*1 <br />am <br />1 820 <br />ta3 <br />1ri• PRESTRESSED <br />N.R <br />MR <br />1R <br />Mt <br />IN <br />Me <br />Me <br />M4 <br />tri• (2669 PRESTRESSED <br />N.R <br />194 <br />64 <br />tri• ( PRFBTRESBED <br />7N <br />112 <br />m <br />3N <br />46 <br />IN <br />wm <br />740 <br />IN <br />Isw <br />m(20T) <br />14m <br />fN <br />so <br />NO <br />IsN <br />IN, <br />few <br />2N7 <br />79i•4 <br />PRESTRESSED <br />N.R.N <br />Mt <br />MI <br />NR <br />Mt <br />N, <br />Mt <br />IVi' Mr PRESTRESSED <br />N.R. <br />748 <br />52 <br />1S'.r (m PRESTRESSED <br />fa <br />tN <br />no <br />m <br />3w <br />48 <br />N7 <br />m <br />N/ <br />Nt <br />N7 <br />747 <br />12V <br />m <br />4a <br />m <br />low12M <br />Isis <br />1718 <br />214' (266') PAfiSiRESESD <br />N'R' <br />Nt <br />Nl <br />Nt <br />NI <br />M7 <br />Mi <br />IR <br />21'i• On PREST1 <br />NR <br />125 <br />42 <br />214• Mn PRESTRESSED <br />7N <br />w4 <br />ab <br />IN <br />307 <br />m <br />310 <br />N7 <br />4N <br />m <br />NI <br />M. <br />NO <br />I- <br />IN <br />wNe <br />w1114 <br />an <br />1401 <br />27-0• lzs•9 PIffiSiRESBFD <br />NAtN <br />IR <br />MI <br />4N <br />MI <br />MRNt <br />PattN <br />�� � PRESTRl11� <br />NR <br />116 <br />40 <br />22'-0' 0 9 PRESI <br />1N <br />w <br />3N <br />m <br />• <br />376 <br />a3 <br />4a <br />WIN <br />eN <br />M3 <br />m <br />M <br />376 <br />m7N <br />1047 <br />tab <br />,7N <br />2{'4' PREBTA1848ED <br />N.R <br />iN <br />xR <br />Mt <br />1N <br />Mt <br />Mt <br />Ml <br />24'-0' � PRffii� <br />MR <br />S1 <br />33 <br />W4• Wn PRESTt�ED <br />1N <br />IsI <br />/m <br />a2 <br />ai <br />31e <br />3N <br />mm <br />410 <br />ON <br />4a <br />7N <br />N7 <br />m <br />1a <br />!p <br />4N <br />mm <br />N4 <br />tool <br />w8 <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 />-ALLVALUESTAKEN FROM "SAFE LOAD TABLES' BY GSTCREIE LAY 2015 EDITION -PRECAST PRODUCTS BY OTTERS TO MEET OR WMED VALUES STATED ABOVE <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFMATK*A-PROVWE MINIMUM O OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 1"128.03 <br />---------------m--- m------ m--mm--------- mmmm o-- <br />GT <br />LINO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-0". UNO. <br />8RF14- <br />1 1 �, <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />1 BFt6-1T/OM/OB 1 8F8- <br />1T/0M/OB <br />L--mm--------- a�:::::3`----- <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />r � <br />I I <br />L — — — — — J <br />8F20-1T/0M10B <br />1 <br />1 <br />1 <br />1 4 <br />1 <br />I <br />1 <br />1 <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />wwwabdesigngroup.com <br />L AA N: 0003326 <br />!;4A <br />qs <br />mo <br />aUDDIV ae I4oT: <br />ABBOTT PARK <br />LOT #13 <br />BILK #7 <br />1pnon=T# <br />04181.000-13071 <br />MoDSIa <br />4EAB <br />"1672— ARIA" <br />0ARA43S OWING: <br />RIGHT <br />PADS: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />