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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 1/2"HDG 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/ 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 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 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />DEWFUPTM <br />REMARK <br />iQ <br />(2) 2X8 <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 E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(PSI) <br />�xH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB7 <br />MASONRY <br />3000 <br />8x16 <br />(1)#5 <br />(7)45 <br />WA <br />GROUTED SOLID <br />B82 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />WA <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 />`je 4-S"n <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />GUNK 4-- <br />SAFPLFOAD <br />SAFE <br />LOAD <br />•POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />swal <br />W1248 <br />lslea <br />lsMa <br />ePMa <br />erMa <br />aim <br />TYPE <br />LENGTH <br />SUS <br />SFB <br />RCAIU <br />TYPE <br />LENGTH <br />wblT <br />enar <br />ONO-17 <br />a15a7 <br />M1MT <br />villia <br />NM -TT <br />ela53T <br />M3M7 <br />ra4.v <br />INWIT <br />Iawn <br />rM-lT <br />w093'T <br />SUB <br />ere•Is <br />lst2•0 <br />V16ls <br />ls25m <br />NMI-IB <br />erata <br />WA40 <br />8'4• (42•) PRECAST <br />2291 <br />30f <br />n <br />am <br />up <br />e0 <br />Meet <br />3'd ('�! T <br />102E <br />1024 <br />1598 <br />r4• (:i) PRECAST <br />10 <br />3lse <br />M34 <br />pet <br />MO <br />0132 <br />70M <br />703eM <br />75A <br />M/4 <br />tls14 <br />190 <br />Ills <br />= <br />aw <br />4314 <br />eMa <br />OHM <br />7w <br />4'-0' (4e') PRECAST <br />1955 <br />Mn0 <br />40 <br />lsN <br />7w <br />1M7 <br />4-0' Ns'1 PRECAST <br />755 <br />71T3 <br />1809 <br />Y� He") PRECAST <br />toe <br />006 <br />e0ls <br />3M6 <br />46A <br />else <br />eon <br />lam3 <br />75a <br />els4 <br />taw <br />110 <br />IM3 <br />>w <br />30ls <br />aels <br />bm0 <br />aim <br />am <br />VO (54') PRECAST <br />an <br />not <br />i m <br />4ae <br />ebls <br />eeM <br />4W (547) PRECAST <br />592 <br />501 <br />1073 <br />V-S' (5e') PRECAST <br />12OF <br />am <br />2w <br />33m <br />40o <br />nt1 <br />M9 <br />21N3 <br />7m7 <br />em <br />ls—w <br />llsm <br />lw <br />Mls <br />STOW <br />UN <br />403 <br />4711 <br />mM <br />Bi' (549 PRECAST <br />1217 <br />13m0 <br />Mls <br />31M <br />eels <br />43ls <br />Bi• 1e49 PRECAST <br />Nt <br />411 <br />745 <br />B-4' (54.) PRECAST <br />lore <br />,n <br />22m <br />Mo <br />33ls <br />31N <br />46M <br />I0M <br />w7 <br />1m <br />Tole <br />Inn <br />Mm <br />Mo <br />aaM <br />lot <br />4eM <br />s-1o• (70') PRECAST <br />1082 <br />1 <br />lawn <br />Mls <br />DOOe <br />34M <br />s-1P (70� PRECAST <br />340 <br />899 <br />S1S <br />s•10• (70') PRECAST <br />0 <br />I <br />Mls <br />3107 <br />80 <br />Nm <br />3 <br />pls <br />7,m <br />Nm <br />e3m <br />ols <br />tm7 <br />mls <br />mls <br />3fa7 <br />3m <br />pm <br />V-r (Te') PRECAST <br />we <br />77 <br />aao <br />3w <br />ow <br />saw <br />am <br />a4• (M PRECAST <br />507 <br />721 <br />400 <br />a4' (7n PRECAST <br />els <br />sw <br />77 <br />ails <br />ew <br />Yee <br />ME <br />w <br />,4ls <br />lsm <br />am <br />2m0 <br />all <br />own <br />7,4• <br />(90") PRECAST <br />743 <br />21 <br />Mls <br />20 <br />MM <br />31a <br />mm <br />T4' Pn PRECAST <br />424 <br />534 <br />303 <br />T4' (9a) PRECAST <br />TV <br />MM <br />MV <br />3Ml <br />M <br />Mil <br />3111 <br />ls11 <br />els7 <br />m72 <br />7s7 <br />1w <br />10 <br />MM <br />2w <br />Ms7 <br />mM <br />Ci• (1121 PRECAST <br />564 <br />m <br />M <br />1eM <br />2M4 <br />340 <br />we <br />33m <br />94" (112') PRECAST <br />328 <br />512 <br />23D <br />#i• (11r) PRECAST <br />w <br />7 11 <br />11 <br />u <br />21m <br />Mls <br />ls <br />1m3 <br />2164 <br />34M <br />/ <br />OM <br />w <br />em <br />late <br />rep <br />iee <br />ew <br />Mls <br />1a4• (12n PRECAST <br />475 <br />lw <br />Mls <br />2777 <br />2,m <br />aoe <br />ta4• (125� PRECAST <br />254 <br />401 <br />1B0 <br />1a4' (125') PRECAST <br />mo <br />ae <br />els <br />11N <br />, <br />Mt, <br />m <br />16M <br />3w <br />ml <br />47m <br />Mo <br />as <br />1110 <br />1472 <br />Ilm <br />mm <br />2w <br />(185� PRECAST <br />352 <br />m <br />/3lsIsm <br />24n <br />31a <br />4000 <br />f1i• (165') PRECAST <br />250 <br />462 <br />154 <br />11'i' (19#') PRECAST <br />4N <br />w <br />els <br />lop <br />1!7 <br />151 <br />/753114• <br />t3M <br />lele <br />8a3 <br />312/ <br />4001 <br />bls <br />007 <br />1372 <br />rem <br />w6w <br />Mm <br />1T-0' (1M� PRECAST <br />aa7 <br />6ls <br />en <br />Iw <br />tw <br />2103 <br />31M <br />3eM <br />lr4' (144") PRECAST <br />244 <br />402 <br />137 <br />1r4' (144') PRECAST <br />4m <br />M <br />'744 <br />0 <br />1 <br />1 <br />tam <br />540 <br />6M <br />1214 <br />tee4 <br />nls <br />MM <br />om <br />bo <br />mo <br />ow-l0 <br />Mm <br />tri• (160� PRECAST <br />295 <br />bn <br />7M <br />Mm <br />14M <br />Ime <br />n" <br />Mm <br />1ri• (180� PRECAST <br />217 <br />824 <br />110 <br />1ri• (180') PRECAST <br />4M <br />M <br />ear <br />7m <br />w <br />, <br />,m <br />4n <br />M <br />tom <br />140 <br />10 <br />Mls <br />Mls <br />4M <br />400 <br />7ls <br />1150 <br />u <br />teals <br />14'4' (18n PRECAST <br />279 <br />4M <br />M <br />/0 <br />ISM <br />,eel <br />21sr <br />Mo <br />14'4• (1581 PRECAST <br />205 <br />203 <br />100 <br />1#0 (1e5•) PRECAST <br />w <br />0 <br />0 <br />TM <br />M. <br />lsM <br />442 <br />WO <br />I0 <br />ISM <br />Ills <br />21Y/ <br />Mls <br />4M <br />426 <br />n7 <br />ION.1 <br />1 <br />tom <br />14'4• (178') PRESTRESSED <br />N.R. <br />fR <br />la <br />NR <br />NR <br />M <br />NA <br />M <br />14'4' (175� PRESTRESSED <br />N.R. <br />284 <br />91 <br />14'4' (175� Fhi <br />Me <br />MI <br />w <br />3ls <br />0 <br />6ls <br />e72 <br />0 <br />0 <br />t <br />OM <br />u <br />11n <br />,w <br />7m <br />ls70 <br />lsm <br />MIe <br />M77 <br />2n3 <br />16'i• (164� PRESTRESSED <br />NR <br />tat <br />M <br />list <br />list <br />IR <br />M <br />M <br />1Bi• (184.) PRE91RE mu <br />NR <br />259 <br />83 <br />Irw (154.) PIIESTFuBED <br />w <br />N3 <br />so4ls <br />411 <br />m <br />eM <br />7m <br />M7 <br />,e14 <br />412 <br />7M <br />1Mo <br />17M <br />MM <br />20 <br />Mt3 <br />1Ti' (7 P <br />NR <br />IIl <br />list <br />Mt <br />Nit <br />m1 <br />lit <br />Ia <br />1Ti• (205� PAD <br />NR <br />194 <br />M <br />1Ti' (205') PR657RF488FD <br />ils <br />3ls <br />3ls <br />4ls <br />els <br />w <br />7p <br />0 <br />7M <br />tsn <br />93 <br />u7a <br />300 <br />w <br />els <br />t3M <br />Fels <br />teo <br />w7 <br />1Ci' (232") PRE51RE88ED <br />N.R <br />NR <br />to <br />NR <br />NR <br />M <br />la <br />Nil <br />1Vi• (M PRESTRESSED <br />N.R <br />149 <br />62 <br />Ills' (232•) PRESTRESSED <br />0 <br />'M <br />20 <br />0 <br />3M <br />4ls <br />447 <br />eM <br />6a <br />lst <br />ea <br />747 <br />test <br />= <br />4M <br />,m <br />1w <br />I= <br />ills <br />Ills <br />21'i• (25� PRESTRESSED <br />N.R. <br />Nit <br />tit <br />NR <br />NR <br />NR <br />NR <br />NR <br />i' W PREST <br />N.R <br />125 <br />42 <br />21'i• (25B') PRESTRESSED <br />in <br />ill <br />w <br />30i <br />e7a <br />3ls <br />m <br />4ls <br />721 <br />0 <br />els <br />w <br />tom <br />tls <br />als <br />0 <br />ep <br />tau <br />t0 <br />fbls <br />2r-0' (284•) PIrES1PE88ES <br />N.R <br />lst <br />la <br />M <br />to <br />NR <br />M <br />2r4• (254) PRESTRESSED <br />N.R <br />118 <br />40 <br />2rd 0041 P <br />lm <br />w <br />ta7 <br />m <br />7M <br />0 <br />0 <br />513 <br />bls <br />0 <br />els <br />0 <br />eM <br />M <br />IN <br />39 <br />0 <br />w <br />f0A <br />,7m <br />13ls <br />2C4' Mn PRESTRESSED <br />N.R. <br />M <br />ESA <br />Ia <br />N. <br />w <br />la <br />y4,4. Mr FRUIT <br />NR <br />91 <br />33 <br />24'4T ( P <br />lM <br />w <br />IM <br />7ls <br />w <br />3M <br />aba <br />40 <br />to <br />as, <br />4ls <br />M7 <br />em <br />M <br />1M <br />Mo <br />p0 <br />w <br />w <br />tls2 <br />12M <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 BADE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE e16TAUM PER MANUFACTURES SPECIFICATIONS • PROVIDE MSaAUM C OF BEARNG PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 180126.03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN SL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX- 407-7744078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />W <br />y <br />75 <br />0 <br />aVBDIV. & L407 <br />ABBOTT PARK <br />LOT #11 <br />BLK. #8 <br />PROJECT++� <br />04181.000-11061 <br />MODE1. <br />4EHB <br />"2605- HAYDEN" <br />GARAGE S111►WO: <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 WPH EXP. C <br />