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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9) 10d x 1 1/2• HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ IOd 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 MATCH CONNECTOR FINISH. <br />S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <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 20 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 />SIZE A <br />DESCRIPTION <br />1 <br />REMARK <br />10 <br />(2) 2X8 <br />BEAM SCHEDULE <br />RURM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH / TD 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 />(aa) <br />SIZH, <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 />WA <br />GROUTED SOLID <br />"CAST—CRETE" <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />B" PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL <br />8" PRECAST & PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />*—.4— <br />SAFPLFDAD <br />`s.w�•aw <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />MH <br />a" <br />m me <br />woo <br />mats <br />wrae <br />ruts <br />""a <br />rats <br />4Fwa <br />mete <br />ePma <br />ran <br />020 <br />wets <br />TYPE <br />LENGTH <br />an <br />wo <br />RCMP) <br />TYPE <br />LENGTH <br />NO -IT <br />eIrK7 <br />eFtttt <br />eFna <br />W-WIT <br />ww1V <br />eno-tT <br />wmu <br />raft <br />rwo7 <br />rn4T <br />ra27 <br />wn4T <br />NEW <br />s4• (42') PRECAST <br />2291 <br />aM <br />sm <br />"n <br />ew7 <br />IM <br />no <br />tart <br />�� (42'1 PRECAST <br />1026 <br />1024 <br />1888 <br />3'4• (42') PRECAST <br />tea <br />2M <br />Ww <br />4M <br />eM <br />eIW <br />mot <br />aow <br />4M <br />"n <br />RW <br />rN <br />1=4 <br />It= <br />taw <br />sM <br />301 <br />42w <br />wW <br />H= <br />mot <br />4,-0„ (41') PRECAST <br />18a6 <br />mo <br />27w <br />sew <br />ow <br />n" <br />mw <br />"m <br />4'-0' (48� PRECAST <br />766 <br />Ia8 <br />1305 <br />4'-0' (4a7 PRECAST <br />IM <br />sane <br />Ww <br />3en <br />4M <br />wW <br />W7e <br />Wq <br />4M <br />Iin <br />76Q <br />w74 <br />WM <br />1tM <br />tM <br />an <br />ww <br />ma <br />4WD <br />wW <br />am <br />R4• �� PRECAST <br />28W <br />toes <br />"n <br />sm <br />mw <br />4m <br />24w <br />e2R <br />rd � PRECAST <br />' <br />6a1 <br />1079 <br />4'4' (84� PRECAST <br />12W <br />2M <br />not <br />3M <br />4M <br />47t1 <br />ems <br />21es <br />4375 <br />on <br />7s47 <br />em2 <br />tow <br />it <br />up <br />IM <br />nar <br />ame <br />4M <br />477t <br />•nil <br />F4' �49 PRECAST <br />1217 <br />1M <br />14M <br />low <br />mw <br />sue <br />are <br />4M <br />6�' (84' PRECAST <br />{11 <br />411 <br />74a <br />6�• (M) PRECAST <br />Ian <br />m <br />an <br />mW <br />sm <br />art <br />4•m <br />ten <br />aow <br />rile <br />7e47 <br />t <br />IOIe <br />1m <br />nn <br />mw <br />aaee <br />Will <br />4m <br />6'-10• (70') PRECAST <br />1082 <br />I1w <br />1178 <br />1m <br />NO <br />2M <br />Woo <br />34" <br />5.10• (70') PRECAST <br />340 <br />33• <br />010 <br />CAW (70•! PRECAST <br />M <br />1 <br />Wn <br />31r <br />WW <br />41m <br />101 <br />an <br />4M <br />77w <br />71et <br />eM <br />M <br />1M <br />sM <br />mn <br />"m <br />aM <br />41W <br />S4• (TIM PRECAST <br />900 <br />Iam <br />!!E <br />aM <br />W" <br />mm <br />4M <br />ww <br />S4• (7a') PRECAST <br />W7 <br />721 <br />400 <br />8'4• (7n PRECAST <br />M <br />Ws <br />WR <br />IM <br />"n <br />aao <br />eW+ <br />rw <br />Wee <br />M <br />t4m <br />tea <br />no <br />mile <br />WR <br />am <br />r4' lE'! PRECAST <br />748 <br />101l <br />17w <br />Wm <br />me <br />Ww <br />ai" <br />Ww <br />r4' Mn PRECAST <br />424 <br />684 <br />9B3 <br />r4' (SO') PRECAST <br />W. <br />9e2I <br />a <br />tot <br />ITS <br />sat <br />an <br />rsi <br />ew <br />aim <br />TV <br />vm <br />"m <br />am <br />s0 <br />am <br />are <br />( 2•) <br />9'4' it PRECAST <br />8a4 <br />M <br />17r <br />IM <br />rw <br />34w <br />ms <br />mm <br />V4' (112� PRECAST <br />8Z0 <br />872 <br />280 <br />V4' (112� PRECAST <br />m <br />M <br />11 <br />U74 <br />let <br />"m <br />M <br />tar <br />tM <br />Ww <br />ow <br />Woo <br />m <br />M <br />we <br />IM <br />fro <br />me4 <br />2m <br />1V4' (12r) PRECAST <br />47a <br />M <br />M <br />tw7 <br />Wr <br />277T <br />"n <br />WW <br />104• (12r) PRECAST <br />284 <br />401 <br />180 <br />IV4' (121M PRECAST <br />M <br />V1 <br />nil <br />ttw <br />tot <br />I <br />mt <br />M <br />taw <br />/M <br />mw <br />2te1 <br />41w <br />M <br />M <br />1180 <br />14n <br />1M <br />2M <br />2M <br />1,4• (tse•) PR13J18'T <br />382 <br />M <br />m <br />IM <br />1er <br />NO <br />atm <br />4ae1 <br />12'4• (13a•) PRECAST <br />2eo <br />4fQ <br />ts4 <br />,1'4" n3a7 PRECAST <br />474 <br />sm <br />M <br />1027 <br />1 <br />im <br />M <br />M <br />tar <br />1M <br />aW <br />etm <br />an <br />/e4 <br />M <br />Im2 <br />7M <br />tenw <br />21m <br />,2'-0' (iM� PRECAST <br />337 <br />M <br />m <br />1m4 <br />few <br />"n <br />an <br />Wn <br />14-0' (144') PRECAST <br />2M <br />402 <br />197 <br />174' (114� PRECAST <br />470 <br />4w <br />7w <br />M <br />1 <br />1 <br />M <br />M <br />Imo <br />1w4 <br />"r <br />an <br />Wn <br />4w <br />M <br />M <br />IM <br />awe <br />13.4• (teo') PRECAST <br />22a <br />471 <br />7w <br />/M <br />1M <br />IM <br />Wo <br />21n <br />1Y4• (180') PRECAST <br />217 <br />824 <br />110 <br />Iv-r (ion PRECl18T <br />ail <br />M <br />wf <br />7w <br />M <br />t <br />7M <br />4" <br />7n <br />tam <br />14W <br />IM <br />2M <br />Ww <br />4W <br />4w <br />lea <br />17w <br />t" <br />tw7 <br />1W4r (188") PRECAST <br />270 <br />'� <br />In <br />iM <br />IM <br />film <br />21m <br />2M <br />14'4• (188� PRM48T <br />206 <br />293 <br />100 <br />14'4• (18n PRECAST <br />aw <br />M <br />M <br />7w <br />w <br />Im <br />40 <br />1p <br />1M <br />1me <br />t/e7 <br />2727 <br />2M <br />4m <br />4m <br />"7 <br />taw <br />t <br />I <br />IM <br />14'4' (176') PRESTR�BED <br />NR <br />rl <br />NI <br />IR <br />/R <br />MI <br />till <br />1R <br />IV-r (17S') PRESTRESSED <br />N.R. <br />2a4 <br />61 <br />14'-r (175I PW-4m m <br />. <br />M <br />W4 <br />Wa <br />m <br />M <br />m2 <br />M <br />M <br />I <br />m <br />/t" <br />I <br />4w <br />ip <br />IWO <br />tat <br />2M <br />m7 <br />2717 <br />IV-V (184') PRESTRE88ED <br />MR <br />1R <br />rt <br />m4 <br />1R <br />tw <br />/R <br />I" (184') PRE <br />NR <br />230 <br />a3 <br />IV-V (1041 PRESTRESSED <br />� <br />m <br />eta <br />M <br />� <br />M <br />m <br />wj <br />M <br />sit <br />teW <br />412 <br />"a <br />IM <br />IM <br />Ww <br />2m <br />2M <br />1r4• ( PREBT D <br />N.R.wo <br />IR <br />M <br />M <br />rt <br />M <br />lel <br />let <br />1T4• Mn PRESTRESSED <br />N.R. <br />iW <br />N <br />1r4• (208') PRFSTAEDBED <br />1p <br />in <br />M <br />M <br />M <br />M <br />w/ <br />740 <br />M <br />mem <br />Ina <br />M <br />m <br />Ism <br />On <br />ter <br />=47 <br />,9'4' Cam) PRESTRESSED <br />N.R. <br />M <br />M <br />MR <br />rt <br />eR <br />M <br />IW-C PM PRESTRESSED <br />NA <br />148 <br />62 <br />19-4 (2 ") PRESTRESSED <br />im <br />tw <br />no <br />M <br />M <br />426 <br />M <br />M <br />w7 <br />wI <br />en <br />7m <br />I2m <br />M <br />no <br />M <br />taw <br />IM <br />Isis <br />1m <br />21'4' (2887 PRESTRESSED <br />NA. <br />rt <br />NR <br />14l <br />MR <br />Ml <br />1R <br />IR <br />21'4•% PRESTRESSED <br />NR <br />12a <br />42 <br />21V' (2aa") PRESTRESSED <br />to <br />to <br />2IX <br />M <br />am <br />ma <br />M <br />M <br />4 1 <br />721 <br />M <br />M <br />M <br />IOo <br />too <br />M <br />M <br />M <br />tto <br />IM <br />toe <br />?Z-0• f1a49 PRFSI BED <br />RR <br />7R <br />M <br />1R <br />In <br />r4 <br />rt <br />IR <br />22'tl R84� PRESTRESSED <br />NA <br />11• <br />40 <br />22'4' Ra49 PREB'TR689ED <br />tm <br />1m <br />tr <br />M <br />M <br />M <br />me <br />"3 <br />4w <br />M <br />be <br />M <br />M <br />M js <br />1r <br />"e <br />M <br />m4 <br />fOm <br />1M <br />tM <br />24'-0• ( PRFFIREaBED <br />N.R. <br />M <br />tR <br />"" <br />1R <br />tR <br />2/'-0• (28B') PRESTRESSED <br />N.R <br />•1 <br />33 <br />24'4• On PRESTRESSED <br />tw <br />1W <br />tm <br />M <br />M <br />81 <br />M <br />4w <br />sa <br />M <br />os <br />jai <br />M <br />M <br />tw <br />M <br />M <br />4 <br />M <br />M <br />IM <br />un <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 •8)1FE LOADTASLES• BY CASTCRETE MAY 2015 EDITION - PRECAST PRDDUCI8 BY CIT ERS TO MEET OR ECE® VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE I NIMUM r 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 16-0126.03 <br />I ''s 8F16-1T/0M/0B 8F16-1T/01W0B 8F16.1T/0M/0B <br />----------------- <br />! <br />r <br />e <br />1 <br />C,T <br />s <br />! <br />8F16-1T/0M10B <br />4 <br />a � <br />! <br />! <br />! <br />! <br />! <br />! <br />4 <br />4 <br />3 <br />! <br />d <br />1 <br />UNO, PROVIDE BB1 WHERE I <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-0", UNO. d <br />! ! <br />L — — — — — J i <br />, <br />x fan � 1 <br />I 1TOM/OB,,�' E <br />! 1r 9 ! <br />1 ?' 8F16-1T/01v1/0B 8F8- 1 8F20-1T/0M/0B <br />g 1T/OM/OB <br />9 <br />µ.an — — — ----ux--- w <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />144i N. RONALD REAGAN BLVD{ <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdoeigngroup.com <br />L AA A: 0003325 <br />IP <br />a' <br />III <br />0 <br />M <br />1 <br />a <br />asps <br />t uDDIV. a LOT: <br />ABBOTT PARK <br />LOT #3 <br />BLK #10 <br />PROJECT#T <br />04181.000— 3102 <br />UODEX. <br />4EAB <br />"1672—ARIA" <br />GARAGE 8WWO: <br />RIGHT <br />PAGE <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />%60 MPH EXP. <br />T& S.0 A ASIMM"A <br />L AA NO 93M <br />F—PRINTDA 11/25/19 <br />SCALE: 1/4"=1'-0" <br />eI'IEET <br />s2 <br />