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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" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)1Od x 1 112" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d 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 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 2 718" 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 V-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />SIZEMARK DEPT(oN <br />REMARK <br />1Q <br />(2) 2X8 <br />BEAM SCHEDULE <br />EZZEM INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH I 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 />rc <br />(psi), <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />STM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBt <br />MASONRY <br />3000 <br />Bx78 <br />(1)#5 <br />(1)#5 <br />NIA <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x8 <br />(1)i75 <br />NIA <br />GROUTED SOLID <br />CB1 <br />CONCRETE <br />3000 <br />Bx31 <br />(2)#5 <br />(2)#5 <br />#3 <br />8"O.C. <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 />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />SAFE <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />Ma <br />IAA <br />MID <br />"124" <br />rotate <br />pram <br />8PI&le <br />WAN <br />ew043 <br />eFa4 <br />~11 <br />WAI'm sA <br />era4e <br />Spam <br />pain <br />TYPE <br />LENGTH <br />SUS <br />� <br />ROMU <br />TYPE <br />LENGTH <br />MIT <br />sear <br />stab <br />rim <br />er1MT <br />eras <br />Hatt <br />pmar <br />ePIFtt <br />MI -Er <br />er,.tr <br />4191W <br />erott <br />etRop <br />74r (' T <br />229, <br />mm <br />ern <br />ern <br />seer <br />mw <br />on <br />lost <br />7'� (�) PfG28T <br />f026 <br />1021 <br />1BSB <br />7d (42') PRECAST <br />tea <br />mm <br />ma <br />4a4 <br />an <br />Gin <br />Trot <br />a0a <br />4es <br />eta <br />ten <br />row <br />+sew <br />tree <br />WE <br />as <br />mw <br />43H <br />nn <br />wn <br />Hat <br />4,4? M PRECAST <br />'Mms <br />me1 <br />am <br />umNOD <br />em <br />nw <br />eN7 <br />4'd (�) PRECAST <br />7B6 <br />M <br />190e <br />4'd Nei PRECAST <br />1m0 <br />20a <br />MID <br />39M <br />070 <br />na <br />eon <br />4es <br />wa <br />MIT <br />W4 <br />Nm4 <br />Ilea <br />I= <br />210e <br />e000 <br />awe <br />49M <br />eia <br />eon <br />4,d (54) PRECAST <br />Im <br />1ro2 <br />21" <br />am <br />pa <br />4e111 <br />wro <br />M4 <br />4'd PRECAST <br />692 <br />6W <br />1078 <br />4'd (Bt' PRECAST <br />Iw <br />ON <br />2W <br />sere <br />400 <br />47t1 <br />aan <br />aK <br />an <br />wte <br />7M <br />W2 <br />low <br />time <br />i2p <br />as <br />2W <br />eW <br />Aa <br />4711 <br />0570 <br />Si' 8w9 PRECAST <br />12,7 <br />taa <br />wn <br />is" <br />M <br />"In <br />M4"iota <br />84' (6,� PRECAST <br />471 <br />It, <br />74H <br />Si' (8e7 PRECAST <br />m <br />2m <br />2eee <br />no <br />mw <br />an <br />low <br />3000eM <br />7W <br />iw <br />NN <br />171e <br />70 <br />an <br />aaro <br />34e1 <br />4e112 <br />8-,0• (TB9 PRECAST <br />10e2 <br />11ro <br />1172 <br />WDOW <br />as <br />mro <br />aW <br />S-,o• (70') PRECAST <br />sew <br />a.1B <br />ere <br />B-1o• (70') PRECAST <br />DID <br />DIDIOUMID <br />t <br />sen <br />mp <br />mn <br />as <br />ton <br />an <br />aw <br />nn <br />7101 <br />eW <br />s <br />31OF <br />nm <br />Na <br />Sd (Te') PRECAST <br />e0B <br />Inc <br />2177 <br />300 <br />3M <br />em <br />an <br />am <br />I V-S' (M PRECAST <br />807 <br />721 <br />4B0 <br />Sd (7B•) PRECAST <br />M <br />1 <br />i <br />faa <br />eat <br />3M <br />Inc <br />2177 <br />ma <br />set <br />eem <br />aW <br />roe <br />1NT <br />I 11N <br />>W <br />irro <br />I east <br />ans <br />ri• (YO') PPIEd18T <br />74e <br />N71 <br />Ina <br />an <br />22ro <br />mm <br />am <br />aM <br />Td PRECAST <br />424 <br />684 <br />8e8 <br />rd PM PRECAST <br />7p <br />t <br />mor <br />mm <br />wl <br />170 <br />mw <br />ma <br />4ew <br />ea7 <br />wn <br />T27 <br />1214 <br />1 iW <br />Wm <br />DOW <br />sem <br />31110 <br />B'4• 11 PRE4:AW <br />( 27 <br />Bee <br />M <br />11m <br />lea <br />2a4 <br />7W <br />aN <br />nn <br />Ci• („2.1 PPECAS'f <br />B72 <br />280 <br />Y4' (112� PRECAST <br />set <br />7ro <br />11 <br />w <br />N1 <br />2157 <br />ON <br />7n <br />12a <br />90 <br />2ro4 <br />aW <br />emD <br />M <br />sm <br />I ISO <br />tea <br />I Ism <br />I 22w <br />an <br />10'4r t <br />( 200 PRECAST <br />47B <br />en <br />■0 <br />taw <br />foie <br />2W <br />201 <br />2ae <br />tad (12e� PRECAST <br />281 <br />401 <br />1B0 <br />Vd <br />,(12e1 PRECAST <br />no <br />en <br />me <br />11 <br />I'M <br />i <br />all <br />ea <br />ton <br />ten <br />an <br />aw <br />4mfm <br />ao <br />4m <br />1 ttm <br />072A <br />1ta <br />iDa <br />24e <br />71'4(18S) PRECAST <br />3e2 <br />i <br />Da <br />ae <br />Iw <br />2W <br />DIp <br />40a <br />11'4• (2'PRECAST <br />2o <br />452 <br />164 <br />11'4• (13n PRECAST <br />n4 <br />W <br />Wo <br />op <br />Nf <br />1 <br />n <br />we <br />tme <br />ta <br />am <br />fu <br />4om <br />494 <br />eD7 <br />I 1 <br />ten <br />tea <br />twew <br />ttn <br />12'0 (144� PRECAST <br />997 <br />a10 <br />en <br />ta/ <br />"M <br />2110 <br />am <br />aM <br />12'd (14e') PRECAST <br />244 <br />402 <br />187 <br />17d (14t� PRECAST470 <br />4n <br />41e <br />ral <br />on <br />1 <br />t <br />tea <br />W <br />M <br />IM <br />1a4 <br />2W <br />as <br />sea <br />DID010 <br />isa <br />10I <br />son <br />I" (w) PRECAST <br />Zee <br />471 <br />M <br />w o <br />1W <br />tW <br />me <br />am <br />134• (ion PRECAST <br />217 <br />324 <br />110 <br />174' (1e0•) PRECAST <br />ne <br />ar <br />wM <br />04 <br />1 <br />Ism <br />m <br />M <br />we <br />tW <br />lea <br />Isle <br />an <br />,W <br />40 <br />Im ft <br />110 <br />i4le. <br />maim <br />rep <br />14'd (1ee� PRECAST <br />27e <br />4m <br />no <br />1002 <br />1ne <br />ter <br />2w <br />amaw <br />N'd (1e8� PRECAST <br />20H <br />2B9 <br />100 <br />11'd (1Be0 PRECAST <br />11 <br />em <br />7w <br />DID <br />t2m <br />4a <br />IN <br />Ion <br />1me <br />10p <br />2127 <br />9aD <br />4N <br />45 <br />7" <br />tae <br />te07 <br />U'd (17e') PRESiREBBED <br />N.R <br />W <br />"" <br />Nt <br />NI <br />Nit <br />Nit <br />N4 <br />ti'd (171r) PRF37RISIS® <br />NA <br />284 <br />SI <br />14'0F (17S') PREIIESW <br />230 <br />DO <br />334 <br />71e <br />em <br />M <br />M <br />M0-- <br />en <br />oA <br />IIM <br />1n4 <br />418 <br />M <br />t2N <br />an <br />SIN <br />ail <br />2M2 <br />1Si• (1841 PRF87 <br />N.R. <br />"" <br />MR <br />W <br />M <br />Nt <br />Nt <br />M <br />1Si• (1eY) PRESTRESSED <br />NR <br />2HS <br />e9 <br />1S4• (1e4� PRFSTRC <br />a4 <br />m <br />as <br />sa <br />401 <br />ere <br />W <br />eroteN <br />p/ <br />1 <br />�1 <br />4n <br />nD <br />/2m <br />t7n <br />aN <br />aaD <br />mte <br />iri' (i0e') PRE <br />N.R <br />Nt <br />Nit <br />N1 <br />Nt <br />Nt <br />Nt <br />rN <br />(2 n PRESTi� <br />N.R. <br />194 <br />84 <br />1ri• � PIS <br />N7 <br />At <br />M <br />me <br />4ro <br />as <br />740Iat <br />m0 <br />me <br />DID <br />tW <br />tea <br />teatrW <br />1V4' (282') PRESIRE.88ED <br />NJL <br />MNt <br />MDID <br />Nt <br />Nt <br />NN <br />MR <br />Nt <br />1S'4• PM PRESTFAMFD <br />N.R <br />148 <br />H2 <br />1V4• (?7t') PREHe <br />fa <br />nl <br />M <br />s40 <br />W <br />M <br />m <br />w7 <br />t <br />747 <br />Vp21'i• <br />4n <br />M <br />I n <br />ta2 <br />aN <br />tNR <br />(2687 PRESTREBHH) <br />NA <br />IwW <br />N7 <br />7at <br />Nt <br />Nt <br />Nt <br />21'4• (?Q8') PRE87Rl398� <br />N.R. <br />125 <br />42 <br />214' PRESI <br />iN <br />3 <br />ep <br />mas <br />em <br />tm <br />No <br />on <br />wa <br />1114 <br />13" <br />t/le <br />iN <br />fe7 <br />ter <br />ID <br />ter <br />m <br />DID <br />ab <br />is <br />w <br />in <br />we <br />M <br />4n <br />M <br />005 <br />M <br />en <br />Na <br />Im <br />ero <br />27d (2e4) PRE <br />N.R. <br />NR <br />NR <br />Nt <br />NI <br />Nt <br />Oft <br />Nt <br />27d Pe49 PRESIRE88ED <br />NA <br />116 <br />40 <br />2?d (Re1� PgEBIpE88® <br />1m <br />ere <br />em <br />7w <br />ton <br />ta0 <br />tero <br />&'d f 9 PREB11iF <br />N'R' <br />NitN1 <br />Nt <br />Nit <br />NIw <br />Nt <br />W4r Mn PRESTRESSED <br />N.R. <br />ei <br />33 <br />24'd Mn PrarmmwW <br />W <br />172 <br />w <br />7N <br />ea <br />W <br />410 <br />ea <br />A2 <br />7M <br />w <br />en <br />In <br />2m <br />4m <br />ew <br />s <br />MNt <br />tm <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 VALUER TAKEN FROM'811FE LOAD TABLES' BY CASTCREIE MAY 2015 EDI110N -PRECAST PRODUCTS BY 0080 TO MEET OR EXCEED VALL)EB STATED ABOVE <br />-ALL PRECAST PRODUCTS ARE TO BE IDISTALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE MNWN P OF BEARING PAST EACH SIDE OF VPWDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 16-0126,03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0• <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL327150 <br />PH:407-7744078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />L AA e: 0003325 <br />d <br />Mil <br />.1 <br />I <br />L11 <br />I <br />I <br />ITI <br />aysDiv. at LOT <br />ABBOTT <br />OT # L11 <br />BILK #10 <br />PROJECTIF <br />181.000-1 101 <br />1[ODELI <br />3EFB <br />"2447-ROBIE" <br />GARAGE aIII/ING: <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />LIFT BEAM PLAN <br />AND NOTES <br />(CAST-CRETE) <br />60 MPH EXP. CP <br />r8CAL!: <br />ADoT <br />l/4` = 1'-0'HE2 <br />