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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 WI (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG 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 U-0", FINISH. FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />BUN d <br />DESCRIPTION <br />REMARK <br />(2) 2X8 <br />BEAM SCHEDULE <br />RaNZW 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 />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3000 <br />8x16 <br />(1)#5 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />Bx8 <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 />8" PRECAST & PRESTRESSED <br />LOADSFOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />*__o I� <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />�4-^ <br />SAFPL <br />OAD <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />8118 <br />ARM <br />W7 is <br />ON240 <br />Inme, <br />WIM <br />Wil-ill <br />WMM <br />WWS <br />M" <br />W20-16 <br />SM40 <br />R9le <br />V3201 <br />W9711 <br />TYPE <br />LENGTH <br />SUS <br />BF8 <br />RCMU <br />TYPE <br />LENGTH <br />P84T <br />WWT <br />Wl21tT <br />eP1247 <br />WIG -IT <br />ln&u <br />wiatT <br />epmsr <br />W44-IT <br />e12ea7 <br />W214T <br />ww r <br />eraa•,T <br />waasr <br />T-r ('� PRECAST <br />2211 <br />mnM <br />IM03 <br />an <br />am <br />a1a <br />tan <br />rd (� PRE�T <br />1025 <br />1024 <br />ire <br />r$ (427 PRECAST <br />law <br />zees <br />art <br />4a14 <br />axe <br />nn <br />7001 <br />SW <br />40M <br />nta <br />7x7 <br />N74 <br />tax <br />tf/a <br />1aa <br />m3n1 <br />4x+ <br />am <br />SiE <br />Ton <br />d'4Y (48') PRECAST <br />19ee <br />mt <br />2751 <br />=4100 <br />an <br />lax <br />1/0i <br />44Y (48") PRECAST <br />lee <br />M <br />7309 <br />4.4Y (dS") PRECAST <br />tea <br />2105 <br />3000x5 <br />4m <br />am <br />am <br />2m <br />400E <br />site <br />Tan <br />W74 <br />teal <br />IN* <br />Im <br />na <br />xx <br />2011 <br />4570 <br />lax <br />WN <br />4'4Y (64� PRECAST <br />1699 <br />"of <br />2tM <br />ml <br />alas <br />Am <br />sm <br />m <br />*r (64-) PRECAST <br />502 <br />501 <br />1073 <br />r41• (e4') PRECAST <br />1207 <br />2m <br />2rz 707 <br />sm <br />400 <br />4711 <br />aa11 <br />na1 <br />4575 <br />111a <br />7547 <br />1e <br />tax <br />Meo1 <br />tm <br />xx <br />2W <br />3175 <br />AM <br />4711 <br />ISM <br />6'�' Rd"1 PRECAST <br />7217 <br />+x1 <br />14M <br />1001 <br />2010 <br />3123 <br />sex <br />4aa <br />Bl• (e4� PRECAST <br />471 <br />411 <br />746 <br />S-4• (bd� PRECAST <br />lots <br />late <br />, <br />2m <br />2tla <br />mext <br />4= <br />lea <br />xM <br />as <br />7547 <br />101 <br />Ins <br />zzn <br />ms <br />xx <br />3011 <br />40M <br />B-t0• (70') PRECAST <br />11t62 <br />7106 <br />1173 <br />tat <br />70x <br />2sa <br />a1a <br />xx <br />8.10• (70') PRECAST <br />340 <br />sm <br />Ole <br />s-1o• (IO•) PRECAST <br />as <br />iai <br />xx <br />star <br />aen <br />Hn <br />Mat <br />xn <br />Am <br />na <br />7181 <br />sm <br />ep <br />1� <br />MGM <br />xa <br />SW <br />sex <br />4133 <br />e'41• (In PRECAST <br />BOe <br />1m <br />2117 <br />300 <br />3W <br />37a <br />m 4 <br />GM <br />841' (MPRECAST <br />SU <br />721 <br />490 <br />" (TV) PRECAST <br />M. <br />1 <br />I <br />ax7 <br />2r1 <br />ux <br />Hn <br />arcs <br />sm <br />net <br />as <br />as <br />%W <br />Ma <br />nx <br />2110 <br />mf <br />mz <br />T-0• (90' PRECAST <br />749 <br />1n1 <br />17x <br />xa¢ <br />2x1 <br />Ma7N <br />Mrn <br />T•8' (ee'1 PRECAST <br />424 <br />894 <br />983 <br />T43' On PRECAST <br />i <br />1 <br />xx <br />2117 <br />3ne <br />tnt <br />ttx <br />zest <br />xx <br />ea7 <br />a4n <br />xrz <br />rn <br />f2x <br />tw <br />z0x <br />ass <br />Zen <br />320 <br />9'1• t1 PRECAST <br />( <br />M4 <br />tN1 <br />its <br />ten <br />2a4 <br />34M <br />xa <br />as <br />" (112') PRECAST <br />328 <br />512 <br />230 <br />C4• (112-) PRECAST <br />an <br />70 <br />11 <br />1474 <br />,n <br />nm <br />xa <br />m <br />124 <br />1m <br />2ax <br />sm <br />nx <br />an <br />m <br />1 taM <br />Ixa <br />11a <br />2204 <br />x11 <br />10'4r (126') PRECAST <br />476 <br />ax <br />em <br />I20 <br />nn <br />2m <br />21119 <br />2w <br />f0.6• (12n PRECAST <br />284 <br />401 <br />180 <br />100 (12r) PRECAST <br />m <br />ffmj <br />011 <br />1181 <br />imm <br />1 <br />2011 <br />on <br />,a2 <br />1m <br />2003 <br />2781 <br />3B43m <br />4754 <br />an <br />ax <br />1180 <br />M72 i <br />IN3w <br />2W <br />tax <br />11'j' (i3B') PRECAST <br />set <br />eex <br />xa <br />1aa <br />11a <br />21n <br />3127 <br />4aa <br />11'-r (18e•) PRECAST <br />ZeD <br />162 <br />164 <br />714• (130') PRECAST <br />4x <br />a04 <br />as <br />Iw <br />7L <br />1n <br />Im <br />m <br />a6 <br />lase <br />MN <br />21t3 <br />3W <br />40a <br />404 <br />107 <br />tan <br />MN <br />Me" <br />lie <br />1r4Y (744� PRECAST <br />33T <br />as <br />en <br />12x <br />1054 <br />21x <br />xa <br />tea <br />12.,W (144, PRECAST <br />2d4 <br />402 <br />137 <br />17-0' ttd4•) PRECAST <br />'n0 <br />4x <br />7x <br />xe <br />1, <br />1 <br />taf <br />aR <br />m <br />1254 <br />tax <br />21n <br />x26 <br />a162 <br />470 <br />aa0 <br />s10 <br />1302 <br />1 <br />ulgm <br />2m <br />1r-4• (te0'j PRECAST <br />tie <br />M <br />m <br />1m <br />14x <br />1W <br />n,1 <br />m <br />I 13W (100y PRECAST <br />217 <br />1 324 <br />110 <br />114' OM PRECAST <br />All <br />as <br />ea <br />M04 <br />t <br />im <br />4n <br />Tea <br />tm <br />149 <br />Ia1 <br />231e <br />xn <br />4x <br />400 <br />710 <br />1181 <br />u <br />less. <br />two <br />W0 (Ifin PRECAST <br />279 <br />m <br />708 <br />1002 <br />tale <br />I4W <br />2127 <br />71aD <br />14'4T (tee') PRECAST <br />206 <br />293 <br />100 <br />11'-0' (188� PRECAST <br />ax <br />ea <br />1a0 <br />n+ <br />as <br />t <br />1220 <br />442 <br />m <br />tat <br />lax <br />1aa7 <br />21V <br />xx <br />410 <br />4x <br />717 <br />tee <br />, <br />, <br />1aa <br />1r4r (176) PRESTRESSED <br />NA <br />NR <br />AN <br />NR <br />NR <br />NR <br />WR <br />NR <br />14'4• (17e') PRE <br />N.R. <br />264 <br />9t <br />14'$ (17e� PRESTRESSED <br />231 <br />are1 <br />ax <br />ax <br />m <br />en <br />V2 <br />ee0 a <br />m <br />13ow <br />m <br />lew= <br />Hat <br />17x <br />40 <br />7n <br />1m <br />11x <br />tax <br />x17 <br />2n2 <br />16'-r (194') PRESTRESSED <br />N.R <br />Mt <br />Nit <br />NR <br />NR <br />NR <br />NR <br />NR <br />16'4• (184� PRES1Af0i8m <br />N.R. <br />Z69 <br />89 <br />iSd' (184' PRESTRESSED <br />2x <br />m <br />$13 <br />3a <br />4a <br />aM <br />W. <br />W. <br />M <br />t <br />Sit <br />1064 <br />tax <br />+12 <br />710 <br />,m <br />1m <br />xa <br />xx <br />ma <br />iT+1' 1An PRE <br />N.R. <br />t4a <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />1Ti*' 001r) PRESTRESSED <br />N.R. <br />194 <br />64 <br />1TJ' Wn PRESTRESS® <br />117 <br />to <br />m <br />as <br />40 <br />as <br />711E <br />ten <br />m <br />un1S, <br />aN <br />eeo <br />Tax <br />+m <br />+ea <br />aa7 <br />( PRESTFESSEDN.Rn6 <br />NR <br />NR <br />IW <br />NR <br />NR <br />Nt <br />NR <br />lr-C (nPPESTPE83ED <br />N.R <br />148 <br />52 <br />19'�• (232') PRESTRESSED <br />to <br />to <br />m <br />m <br />eN <br />4x <br />x7 <br />1 <br />747 <br />tx727'4' <br />4x <br />7a <br />Ia7 <br />tm <br />Isis <br />1716 <br />t '1 PREST D <br />N.R. <br />NRNit <br />NR <br />/IR <br />A <br />M <br />NA <br />M <br />NR <br />214• Wr PRESTRESSED <br />N.R <br />126 <br />42 <br />214' On PRESTRESSEDto <br />742xl <br />m <br />an <br />m <br />M740100l�J <br />al <br />a6 <br />1a <br />1048NR <br />1x <br />x0 <br />m <br />aM <br />t <br />f4a <br />22'-0' (254� pT <br />N.R <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />2r-0' (mod"i PRESTREBBED <br />N.R <br />11e <br />40 <br />2r4T (Ze4� PRE87RFP8ED <br />M7 <br />,a7 <br />W <br />ns <br />m <br />as <br />sx <br />ea <br />a0 <br />w <br />Me <br />na <br />m <br />7x <br />t0+7 <br />Im <br />lax <br />( PRE$1RE88ED <br />N.R <br />Nt <br />tit <br />NR <br />NR <br />NA <br />NRN, <br />�'� ( PREBTR <br />N.R <br />91 <br />93 <br />2C4T (�') PFEFnmBBED <br />402 <br />m <br />SIi34'-0• <br />m <br />,x <br />m <br />4x <br />ax <br />04 <br />1a2 <br />12n <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 />-ALLVALUES TAKEN FROM SAPE LOAD TABLES' SY CAS'TCRETE MAY 201E EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MP41MUMP OF BEARING PAST EACH SIDE OF VANDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 16-0126.03 <br />T,. 8F6.1 TlOMI08 BF8-1T/OM/OB <br />9 $ <br />3 GT <br />BF8-1 TlOM/OB '' <br />P <br />U.N.O. PROVIDE BB2 WHERE <br />ROOF TRUSSES BEAR,, <br />TOP OF WALL EL 17'-4" <br />R 1 <br />t _ <br />a <br />s� <br />I GT "<r <br />_ 3 <br />` 4 <br />BF8 1T/OM/OB <br />BF81T/OM/OB BF8-1T/0M/OB a <br />----------- <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdoslgngroup.com <br />AA #: 000332B <br />a <br />14 <br />a' <br />ppp <br />C <br />7 <br />a <br />avaaly ae LOT <br />ABBOTT PARK <br />LOT #10 <br />BLK #15 <br />PR.oJECT* <br />04181.000-10151 <br />MODEIi <br />4EHB <br />112605—HAYDEN" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />SECOND <br />FLOOR <br />LIFT BEAM <br />PLAN <br />160 MPH EXP. C <br />0 <br />D � 08/13,120 <br />aCALM: 1/4"=1'-0" <br />8HEET <br />S5 <br />