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FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA18 VW (9)10d x 110 HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 12" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 1Od x 1 ill" HOG NAILS, WOOD TO WOOD: <br />USP RT18A OR LUGT2 WI 1 Od 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 LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />6. BOTTOM OF UNTELS 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 REVIEWAND <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 P8638, .177' ` x 2 7/8" LONG, WITH WASHER Q 18" 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 />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 <br />E.E. = EACH END, O/C = ON CENTER F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT <br />MARK <br />DESCRIPTION <br />(fc <br />SIZFEr <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 LOADS <br />8" PRECAST & PRESTRESSED <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS FOR <br />8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />�FGMA <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />41mr.�MlB <br />SAFE <br />PL OA'D <br />SAFE <br />LOAD -POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />Nk <br />etao <br />1Fteas <br />epos <br />974411 <br />Num <br />moos <br />TYPE <br />LENGTH <br />an <br />anRCMU <br />TYPE <br />LENGTH <br />W47 <br />wev <br />draw <br />vlert <br />ram <br />~T <br />wov <br />aro17 <br />vmrr <br />03141' <br />vats <br />#tin <br />r a4a <br />ows <br />#rota <br />;;w1 <br />arola <br />arom <br />r41 H29 PRECAST <br />223t <br />ma <br />am <br />nm <br />mm <br />am <br />am <br />t1/s1 <br />(a) PRECAST <br />1028 <br />7024 <br />1Bee <br />re• W) PRECAST <br />Im <br />Mtm <br />4m4 <br />m <br />am <br />7m1 <br />Lem <br />4m <br />flu <br />7w <br />is <br />mm <br />Its <br />go <br />um <br />1tw <br />um4s <br />d <br />11111 <br />Ire, <br />4-0` 148") PRECAST <br />iBM <br />mn <br />27m <br />11m <br />all)4m <br />Tm <br />aw <br />Pd (4r) PRWABT <br />785 <br />M1300 <br />4%W (4W) PRECAST <br />M <br />m <br />mmm <br />4m <br />/m <br />mn <br />m4m <br />nm <br />7w <br />an <br />Iew <br />Its <br />1m <br />mm <br />mm <br />IeM <br />4m <br />am <br />MISO <br />4'8' � PRECAST <br />,W9 <br />I <br />am <br />mm <br />m1 <br />4m <br />a4m <br />am <br />418' PREC/16T <br />M <br />INS <br />4'41' M PRECAST <br />,w <br />as <br /><m <br />4m <br />4"1 <br />mn <br />to" <br />4m <br />nm <br />7w <br />mm <br />Iom4 <br />I1101 <br />,yv <br />ma <br />aa. <br />am <br />4m <br />4M <br />am <br />rt (9t� PRECAST <br />1217 <br />lamMm <br />tm <br />m1 <br />SIX <br />aem <br />4am <br />SW(84") PRECAST <br />411 <br />411 <br />748 <br />B�• PC) PRECAST <br />Mm <br />, <br />mm <br />mm <br />two <br />mn <br />4m <br />Im <br />m <br />m <br />m0 <br />rote <br />/7m <br />am <br />mm <br />an <br />mn <br />4m <br />r-10' (M PRECAB'T <br />1082 <br />Ila <br />tm <br />am <br />mam <br />m <br />em <br />B-iP (M PRFfJIBT <br />310 <br />889 <br />818 <br />r-1r (M PB:CABT <br />m <br />I <br />mN <br />Mmm <br />47m <br />Mm <br />mat <br />4m <br />n <br />mm <br />m <br />let/ <br />1m <br />mm <br />sw <br />I no <br />1 4Im <br />NIP (789 PRECAST <br />BBB <br />too <br />mr <br />34M <br />m1 <br />ara <br />4am <br />eon <br />ra (W) PRECAST <br />WY <br />721 <br />480 <br />ri' (M PRECAST <br />we <br />iftmet <br />is <br />mn <br />mm <br />all <br />two <br />met, <br />elm <br />m <br />/4m <br />WO <br />ms <br />31111 <br />tmf <br />ate <br />7t8' 010') PRECAST <br />74, <br />am <br />Td (BID') PRECAST <br />421 <br />634 <br />us <br />T4S• PIID.ABT <br />�t <br />m <br />wa <br />ar <br />serif <br />s a <br />r <br />tmt <br />,s <br />m <br />but <br />am <br />m1 <br />ro (/12y 141ECJ18T <br />w <br />Ilte <br />Im <br />mm <br />Sam <br />am <br />mm <br />rs" (1121 PRECAST <br />328 <br />512 <br />230 <br />r4• (112) PRBOAri <br />en <br />m <br />1 <br />11m <br />>a <br />,m <br />we <br />mm <br />all <br />s <br />m <br />is <br />nm <br />+1w <br />m4 <br />m/e <br />104• (IW) P WAST <br />476 <br />s <br />s <br />MIce <br />uw <br />mr <br />2m <br />2M <br />mr <br />I" (12n PRECAST <br />204 <br />401 <br />ISO <br />194r (IW) PRECAST <br />m <br />m <br />m <br />1M1 <br />, <br />all <br />m <br />Im <br />mw <br />ml <br />m <br />w <br />„m <br />14n <br />,m <br />mw <br />mm <br />11'-4• (138') PRECAST <br />aet <br />ME <br />m <br />Me <br />Im <br />1m1 <br />3w <br />4m <br />t,4' (t38') PRECAST <br />230 <br />482 <br />194 <br />N'�' (13r1 PRECAST <br />4n <br />m <br />m <br />,w <br />, <br />In <br />Im <br />m <br />m <br />Im <br />lm <br />mm <br />3m <br />4s <br />4m <br />w <br />,m <br />Im <br />Ins" <br />tw <br />12M/ (444i PRECAST <br />337 <br />m <br />m <br />1m4 <br />1m <br />JIM <br />mm <br />110a <br />12W (t44� PR�MT <br />2M <br />402 <br />,87 <br />,2t0' (,4f� PRECAST <br />4m <br />4m <br />m4 <br />m <br />it <br />I <br />tm <br />m <br />m <br />M4 <br />Im <br />1lte <br />mm <br />mm <br />4n <br />m <br />m <br />Im <br />, <br />m gn <br />1rr n809 PRECAST <br />2N <br />4n <br />lm <br />Im <br />ME <br />= <br />mm <br />mm <br />,24' (,� PRliG16T <br />217 <br />924 <br />110 <br />1rs• (1881 PRECAST <br />416 <br />m <br />w <br />7mu <br />m <br />I <br />4n <br />7m <br />lme <br />/m <br />ISO <br />am <br />aw <br />4m <br />410 <br />7m <br />its <br />M <br />take <br />W-W (18r) PiECA87 <br />NS <br />4m <br />70 <br />all <br />to <br />tla <br />se <br />,4V' (t88') PRECAST <br />208 <br />293 <br />100 <br />14'-0' (/88) PRECAST <br />s <br />s <br />w <br />7m <br />s <br />I <br />4m <br />m <br />tmmmIw <br />ma <br />mm <br />4M <br />m <br />nr <br />tom <br />1M <br />14'd p78'1 PIB <br />NR <br />M <br />M <br />M <br />M <br />M <br />M <br />141A• (178') PRIB118 <br />NA <br />2M <br />9/am <br />m <br />m <br />m <br />m <br />m <br />m <br />m <br />m <br />, <br />m <br />1n <br />lm <br />am <br />Oe41 PMNff WM <br />N.0.4m <br />M <br />(191') PREBT FD <br />N.R. <br />289 <br />BS <br 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/>-ALL VALUESTANEN FROM •SAFE LOAD TABLES• BY CASICREM MAY 2018 EDITION • PRECAST PRODUCR BYOMMIS TO MUTOR EXCEE4 VALUE88TATED ABOVE <br />-ALL PRECASTPRODUC18 ARE TO BE INSTALLED PERMANuKwnBIBB BPecomiow -PROVIDE MNBRM rOF REARM PAST BITCH BIDE OFVVBIDOW OPB <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTELRETE <br />DIVISION ACCEPTANCE #: 1"126.03 <br />L--------------- --------------- J <br />LIFT BEAM PLAN <br />SCALE: 1/4" = l'-U' <br />JI <br />alp <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeaWngroup.com <br />AA #: 0003325 <br />44 <br />V <br />a <br />O <br />a <br />sysaiv ac moat <br />SILVERADO <br />LOT #44 <br />BLK" # 6 <br />PllonwT1r <br />4 8.0 0-0446 <br />KoDzu <br />4EBB <br />"1828—CALL" <br />GAWAGZ 8111ING2 <br />RIGHT <br />PAGM <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />%150 MPH EXP. B <br />