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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 112" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)1Od x 1 1 /2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H1 OA OR LGT2 W/ 1Od 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 />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 />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 2 718" 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 0'-0•, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE 6 <br />DESCRIPTION <br />REMARK <br />0 <br />(2) 2X8 <br />BEAM SCHEDULE <br />RMUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = 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 />(psi) fe <br />W IZE H' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />SB1 <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 />B" PRECAST & PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />`4MS`aSSIM <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />SAFPLF <br />*--o— <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />BUB <br />W*a <br />sew <br />* 20 <br />state <br />sw4a <br />some <br />saw <br />ssm <br />"" <br />sPet-w <br />er>mw <br />ssw <br />ere® <br />rest" <br />TYPE <br />LENGTH <br />8U8 <br />8F8 <br />RCARI <br />TYPE <br />LENGTH <br />setr <br />sear <br />watt <br />visa <br />swtt <br />wise <br />ergo-tt <br />ram <br />w'wn <br />W36-V <br />sett <br />seer <br />sastr <br />seer <br />sd (42') PRECAST <br />2291 <br />aft <br />Vie <br />m <br />am <br />Ma <br />"12 <br />M4M <br />9d (4z1 PRECAST <br />102E <br />1024 <br />1ES8 <br />S4 N21 PRECAST <br />tea <br />==4 <br />4804 <br />M01e <br />7001 <br />Sea <br />4ea <br />sin <br />?w <br />wN <br />s0a <br />Ilea <br />tea <br />no <br />35H <br />4e4 <br />eft <br />net <br />lea <br />N-r ( PRECAST <br />1SOB <br />aM <br />a7M <br />aft <br />4w <br />AM <br />70D1 <br />81Or <br />44' (4Sn PRECAST <br />7W <br />M1300 <br />W-W (4a') PRECAST <br />Mft <br />sea <br />a0e0 <br />MM <br />4A0 <br />as <br />em <br />am <br />4ea <br />Mw <br />Tar <br />UN <br />tea <br />Ilea <br />tea <br />=tea <br />efts <br />44a <br />am <br />M4''-C <br />54PRECAST <br />1WS <br />lea <br />MM <br />2M <br />SM <br />4m <br />aM <br />am <br />4•a• (64ry PRECAST <br />6S2 <br />Wi <br />1079 <br />Y4Y (64� PRECAST <br />iw <br />aM <br />e07 <br />ale <br />40a <br />4n1 <br />M( <br />Mw <br />4m <br />Me <br />7w <br />an <br />tea <br />nea <br />Iw <br />21140 <br />2W <br />41110e <br />40411 <br />4Ttf <br />aM <br />F4. (S1� PRECAST <br />1217 <br />tea <br />I4M <br />Ion <br />tea <br />Ma <br />m44w <br />644• (84'7 PRECAST <br />411 <br />411 <br />745 <br />944• (S41 PRECAST <br />tan <br />I <br />aft <br />aM <br />m4 <br />eat <br />4w <br />1w <br />3w <br />sea <br />707 <br />lei <br />tan <br />Me <br />aM <br />mM <br />aM <br />3M1 <br />46112 <br />F-1(r (70") PRECAST <br />1062 <br />Ila <br />1173 <br />taf <br />aM <br />2M <br />Sea <br />Sin <br />5.10' (709 PRECAST <br />340 <br />339 <br />818 <br />9.10• (70•) PRECAST <br />m <br />1 <br />as <br />310/ <br />Ma <br />4133 <br />lot <br />as <br />4m <br />710 <br />71M <br />fta <br />on <br />Ia7 <br />are <br />1 as <br />1 eta <br />3w <br />1 41a <br />e-e Oe7 PRECAST <br />SOS <br />tee <br />217T <br />34M <br />Mat <br />3757 <br />4w <br />eon <br />Qd (7B� PRECAST <br />S07 <br />721 <br />4S0 <br />6d Mn PRECAST <br />ea <br />tea <br />eat <br />m <br />lea <br />JIM <br />34M <br />eat <br />sea <br />o <br />m <br />14a <br />tee <br />=0 <br />gno <br />mt <br />mg <br />r4 (�9 <br />7N <br />fat <br />Ila <br />aftt <br />tea <br />aft <br />MM <br />sea <br />T4P (W) PRECAST <br />424 <br />694 <br />863 <br />T4 Mn PRECAST <br />7n <br />an <br />am <br />wit <br />I7m <br />aM <br />ea <br />w, <br />am <br />an <br />7n <br />ta4 <br />ssb <br />I ME <br />I us <br />I mar <br />I es <br />S•�' 11 PRECAST <br />( <br />w <br />Ilea <br />tea <br />sea <br />Sea <br />a1N <br />aft <br />S4• (112') PRECAST <br />826 <br />612 <br />290 <br />V4' (712') PRECAST <br />7w <br />t <br />M <br />eat <br />211 <br />OM <br />m <br />1w <br />1W <br />tea <br />e4ee <br />ea <br />isle <br />wM <br />as <br />=4 <br />aft <br />10'4• (12n PRECAST <br />475 <br />w <br />w <br />iw <br />aft <br />an <br />eta <br />aM <br />IW-r (120) RECAST <br />254 <br />401 <br />100 <br />19- (12n PRECAST <br />m <br />ae <br />tta <br />14M <br />I <br />all <br />ea <br />1w <br />iw <br />aN <br />m1 <br />4754 <br />w <br />Ila <br />w2 <br />eft <br />2m <br />as <br />ii'-4' (136� PRECAST <br />302 <br />w <br />oM <br />lea <br />tea <br />ea <br />Mn <br />4ea <br />i1L• (19S') PRECAST <br />2b) <br />462 <br />184 <br />iTi• (13E� PRECAST <br />ea <br />ea <br />Ian <br />eat <br />lift <br />w <br />w <br />Iw <br />tea <br />Ma <br />Mn <br />44w <br />ea <br />f <br />Im <br />tea <br />fee" <br />21n <br />12'-0' (7M� PRECAST <br />887 <br />Be <br />m <br />fat <br />lea <br />gift <br />tea <br />aft <br />12•-0• (144') PRECAST <br />244 <br />402 <br />137 <br />12.4• (1441 PRECAST <br />4M <br />7a <br />ea <br />/1 <br />tea <br />eq <br />m <br />1a4 <br />Ila <br />ale <br />aM <br />eft <br />w <br />so <br />tea <br />t <br />fe <br />mM <br />1Y-C i <br />(� <br />4n <br />7w <br />1m <br />14m <br />tea <br />ale <br />2m <br />ITW (1Sn PRECAST <br />217 <br />324 <br />110 <br />IT-V (150� PRECAST <br />w <br />4a <br />7M <br />ea <br />t <br />Ism <br />471 <br />ea <br />Im <br />lea <br />Iw <br />aft <br />aft <br />4M <br />m <br />lift <br />MI <br />Iw <br />1410" (188� PRECAST <br />279 <br />4M <br />7M <br />tea <br />Im <br />Iw <br />Mal <br />aM <br />14.4' (1SB� PRECAST <br />206 <br />293 <br />100 <br />1P4T (1SB') PRECAST <br />w <br />w <br />Ta <br />w <br />t <br />tm <br />442 <br />7a <br />tea <br />tea <br />IS? <br />rw <br />ae0 <br />4a <br />717 <br />tea <br />t <br />tea <br />( 76� PRE87RE88E0 <br />u'-r t <br />NR <br />M <br />M <br />M <br />M <br />M <br />Mt <br />M <br />wr (179 PMI <br />N.R. <br />284 <br />91 <br />IV-r (178) PPErRESM <br />Ewn.3 <br />4a <br />ww <br />m <br />m <br />w <br />t <br />as <br />I M <br />17aIV-W <br />ea <br />is <br />fm <br />"a <br />no <br />ant <br />aHa <br />(1841) PRESTRESSED <br />N.R <br />M <br />M <br />M <br />M <br />w <br />w <br />w <br />I&W (18P) P <br />N.R <br />259 <br />63 <br />1Yd' (184l PRF <br />Ma <br />m <br />ea <br />ea <br />ea <br />ea <br />w <br />Mt412 <br />iwiT-4' <br />TIO <br />tea <br />77m <br />NN <br />m0 <br />aM <br />PRESTRE88ED <br />N.R <br />M <br />M <br />M <br />M <br />w <br />w <br />M <br />(20S•) PRE <br />N.R <br />104 <br />84 <br />1T4• (2M PREFr <br />m <br />aftea <br />406 <br />eM <br />740 <br />ea <br />7s <br />I <br />m(2� <br />147aM <br />ea <br />w <br />w <br />/m <br />lea <br />tea <br />a171T-4• <br />(23n FAD <br />N.R <br />M <br />M <br />NR <br />M <br />NR <br />IWW (r PR6BiRE8SED <br />N.R <br />148 <br />52 <br />IV-4- Mn PRESTRESSEDw <br />m <br />w <br />4a <br />N7 <br />w <br />W <br />at <br />eo <br />7a19'-C <br />ta7 <br />m4a <br />m <br />ton <br />1w <br />/Me <br />nM <br />PRESIRF EDRR140 <br />M <br />M <br />M <br />M <br />M <br />M <br />M <br />P1.4• ( ') <br />N.R <br />126 <br />42 <br />21•4- (2E0') PRESTE88ED <br />m4 <br />anea <br />eaZ7'-4'R6e9 <br />340 <br />ea <br />w <br />Till <br />fw <br />t4M <br />2S4T �9 PRESTRINED <br />N.R <br />116 <br />40 <br />2T4' (2S4•) PRE <br />m <br />70/ <br />m <br />mmeaae <br />w <br />7M <br />me <br />teaM <br />w22'4' <br />(z 9 PRESTR688ED <br />N.R <br />w <br />w <br />M <br />M <br />w <br />ate <br />w <br />7a <br />ton <br />im <br />t <br />m <br />w <br />M4 <br />w <br />ea <br />4u <br />w <br />4N <br />ea <br />w <br />34'4T ( PREBTIEBM <br />N.R <br />M <br />M <br />M <br />M <br />M <br />ne <br />N <br />wo Mn PRESTRESSED <br />N.R. <br />01 <br />38 <br />zP4• (2S8•) PREfITE88E0 <br />toI <br />w <br />Me <br />4M <br />Mw <br />7N <br />as <br />la <br />m <br />ea <br />ea <br />ea <br />toe <br />t <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 SAFE LOAD TABLES' BY CASTCRETE MAY 2117E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPEO:IFICATTONS - PROVIDE MMMNM M OF WMNO PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 160126.03 <br />UNO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-8", UNO. <br />1 1 • <br />I 1 <br />1 1 <br />1 1 <br />1 1 <br />1 8F16.1T/0M/0B 1 <br />1 <br />1 <br />L----------w--������ <br />LIFT BEAM PLAN <br />SCALE: 114" = V-0" <br />i <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />i <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />i <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />i <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />i <br />t <br />1 <br />1 R <br />1 � <br />1 <br />1 <br />I <br />1 <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA S: 0003325 <br />• <br />q <br />J <br />V <br />T <br />i <br />ftftae <br />PJusEll " as TAT <br />SILVERADO <br />LOT #49 <br />BLK #18 <br />PROJECT# <br />04128.002-49181 <br />MODEIt <br />4EAB <br />"1672— ARIAf1 <br />GARAGE OWWO: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />D M 07/27/20 <br />sCAi.E: 1/4"=1'- 0" <br />aiIEET <br />S 2 <br />