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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) 1Od x 1 1/2' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1 Od x 1. 112" 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 />S. 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 />B. 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 PBS36, .177" • x 2 7/8' LONG, WITH WASHER @ IS" 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 />DE.8CF F ncm <br />REMARK <br />01 <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, FE S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi) <br />xH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />STM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />SB1 <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 <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 />�IahGeBaB <br />SAFE <br />LOAD <br />• POUNDS <br />PER <br />LINEAR <br />FOOT <br />SAFPLFOAD <br />4--4— <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />BITS <br />wm <br />MID <br />IF722 <br />042.10 <br />vlfaw <br />artan <br />WAO <br />ruts <br />0360 <br />was <br />SEEDS <br />snits <br />arum <br />ansts <br />TYPE <br />LENGTH <br />8U8 <br />BPo <br />Rl3,Rl <br />TYPE <br />LENGTH <br />/PMi <br />own <br />art2•ti <br />vim <br />eu,i <br />I eriea <br />wo-tr <br />own <br />tw44.tr <br />raw <br />eNe•1i <br />area <br />eratti <br />■esi7 <br />S4r (42') PRECAST <br />223i <br />aw <br />ffw <br />na <br />@W <br />aw <br />2ea <br />laen <br />�'� (�)PRECAST <br />102E <br />1024 <br />tSBB <br />rd (42') PRECAST <br />wee <br />tea <br />3w <br />4w <br />an <br />as <br />Tao+ <br />foe <br />4se <br />nw <br />raj <br />aw <br />IM <br />flea <br />tee <br />fee <br />aat <br />4m <br />= <br />eta <br />7m, <br />4'4Y (IS') PRECAST <br />IM <br />aen <br />Ml <br />as <br />4WD <br />wet <br />7w <br />ne7 <br />4%C (40') PRECAST <br />785 <br />753 <br />t30S <br />4'-0' (48') PRECAST <br />all <br />2w <br />ON <br />ata <br />4n <br />sae <br />Son <br />m <br />4ss <br />Miff <br />7e47 <br />aff4 <br />tow <br />lieu <br />tw <br />am <br />am <br />wa <br />4a70 <br />sae <br />can <br />4'4r (M7 PRECAST <br />1688 <br />tam <br />nIs <br />20011 <br />am <br />Ore <br />SM. <br />SM <br />Nor (649 PRECAST <br />=w <br />1073 <br />4'C 04-) PRECAST <br />tiff <br />2M <br />ff07 <br />UN <br />4ea <br />mt <br />ea a <br />ns <br />4an <br />Oil <br />707 <br />aa2 <br />taw <br />Hite <br />law <br />" <br />2w <br />an <br />AM <br />all <br />SM <br />S•4• (84� PRECAST <br />1217 <br />IMtae <br />NO <br />2w <br />3128 <br />710 <br />4fe <br />Ste' (e4') PRECAST <br />411 <br />411 <br />745 <br />@4' (84-) PRECAST <br />tote <br />171 <br />we <br />Zee <br />SW <br />feet <br />4s1 <br />Isa <br />3010 <br />em <br />7w7 <br />tm <br />101e <br />015 <br />tan <br />as <br />aK <br />wt <br />4s12 <br />8.10' (%0") PRECAST <br />1082 <br />ttm <br />tin <br />tat <br />= <br />law <br />7000 <br />wo <br />5.10` (ro'1 PRECAST <br />340 <br />998 <br />878 <br />8-17 (l5') PRECAST <br />em <br />1a/ <br />21Y <br />ata <br />3as <br />4ta <br />tw <br />Un <br />48e0 <br />710 <br />7161 <br />ae <br />m <br />lw <br />awe <br />I 2aa <br />I SIN <br />1 Taff <br />4133 <br />84Y (M PRECAST <br />006 <br />tee <br />nff <br />ws <br />3Mt <br />a701 <br />47a <br />set <br />SH. PRECAST <br />507 <br />72t <br />4S0 <br />8'a' (75•) PRECAST <br />ea <br />t <br />Sat <br />m <br />12e <br />2tn <br />aaD <br />SM <br />oe <br />as <br />w <br />14a <br />I 11e <br />I =20 <br />I 2710 <br />sal <br />am <br />r4r on PRECAST <br />749 <br />1011 <br />i7A <br />as <br />mg <br />m310i <br />mm <br />rd' (M') PRECAST <br />424 <br />584 <br />383 <br />T•5' (m9 PRECAST <br />1 <br />2= <br />aff <br />as <br />,Ott <br />lin <br />set <br />Sae <br />am <br />w <br />as <br />IVI <br />Isw <br />am <br />am <br />aw <br />ar2e <br />WW (11 PRECAST <br />6W <br />M <br />wa <br />tsIs <br />2es <br />awe <br />all <br />aem <br />a�' (112) PRECAST <br />320 <br />512 <br />23D <br />Vd' (112� PRECAST <br />at <br />tt <br />1m <br />in <br />eta <br />=0 <br />m <br />124 <br />Ise <br />am <br />ow <br />ReD <br />w <br />tale <br />1W <br />im <br />nos <br />wa <br />174Y (12" PRECAST <br />475 <br />ee <br />m <br />tea <br />ea <br />27" <br />2m <br />wa <br />tab (12r) PRECAST <br />264 <br />401 <br />1W <br />ta-0' (12r) PRECAST <br />w <br />ap <br />tm2 <br />tea <br />aoa <br />2m <br />4w <br />m <br />Ha <br />1472 <br />iie <br />ea <br />gasea <br />11'i' (18t7) PRECAST <br />3S2 <br />es <br />Ise <br />im <br />am <br />am <br />4ma <br />11'i• (188� PRECAST <br />2S0 <br />452 <br />154 <br />71'< (t3e') PRECAST <br />474 <br />am <br />iw <br />IM <br />02 <br />aN <br />twe <br />100 <br />2m <br />s1ff <br />40m <br />w <br />tan <br />(7M7 PRECAST <br />337 <br />6e <br />m <br />1w <br />1M4 <br />21aZeeSea470 <br />1r-0' (14t7 PRECAST <br />2N <br />402 <br />187 <br />7r-W (1441 PRECAST <br />7f4 <br />m <br />t <br />t <br />teeIra• <br />w <br />sn <br />1w <br />we4 <br />zm <br />gas <br />aw <br />470 <br />sa <br />1am <br />S M471 <br />(19n PRECAST <br />268 <br />7a <br />m <br />107E <br />1{a <br />few <br />taw <br />Zap <br />11W (18n PRECAST <br />217 <br />324 <br />110 <br />irk' (19n PRECAST,m <br />41e <br />ee7 <br />7s <br />w <br />1 <br />tag1r�• <br />m <br />Isle <br />tom <br />tae <br />2tN <br />fen <br />7s <br />ttw <br />w <br />twr144r <br />(111n PRECAST <br />27B <br />4247m1ae <br />lw <br />tiff <br />2a014'-0' <br />(iSB� PRECAST <br />2D5 <br />1B3 <br />100 <br />14'-0` (188� PRECAST <br />w <br />M <br />w <br />Ala <br />lm <br />4Y <br />rm <br />1007 <br />taw <br />Im <br />21ff <br />>om <br />w0 <br />717 <br />im <br />,ae <br />(170� PRE87RF86ED <br />N.R <br />MItat <br />Ne <br />tt <br />M4 <br />In <br />Nt <br />14'4!' (175') P <br />NR. <br />2B4 <br />Bt <br />14'4!' (175') PRE8TRE88ED <br />2N <br />w <br />a0 <br />w <br />an <br />m <br />m <br />t <br />w <br />f <br />itat14'2' <br />1n4184' <br />W <br />7a <br />tan <br />ten <br />2216 <br />w7 <br />ats <br />(1w) PRESTRESSED <br />N.R <br />MM <br />M <br />M <br />M <br />M <br />lIFW (1$4') PROS <br />N.R. <br />259 <br />83 <br />w'-C (184-) PREST <br />aa440 <br />m <br />fie <br />m <br />em <br />7m <br />, <br />at <br />Is04412 <br />Isa <br />710 <br />12m <br />iris <br />20m <br />as <br />w3 <br />1r•4• PRt <br />NR <br />M <br />M <br />M <br />M <br />M <br />Mt <br />Mt <br />tT4• pne•) PRE <br />NR <br />iW <br />M <br />tr4• poet PRESfREBED <br />to <br />to <br />4m <br />se <br />en <br />74o <br />w <br />iw <br />tat <br />ml2m'1 <br />wn1S'-4 <br />200 <br />e4e <br />tao <br />lam <br />tam <br />im <br />2m7 <br />PR�IRESBED <br />NR <br />N4 <br />Ne <br />AIR <br />Nt <br />NR <br />N4 <br />lal <br />1VI' p PREBTRE <br />NR <br />148 <br />52 <br />taJ" (2329 PRMTR688ED <br />102 <br />tee <br />SM" <br />4a <br />M7 <br />m <br />017 <br />aw <br />e47 <br />747(282') <br />t2ff21'-4 <br />8M <br />4e <br />m <br />toff <br />ttm <br />Isis <br />tTIs <br />PRBTIEB9ED <br />N.R <br />Nt <br />W <br />IIl <br />Nt <br />Y1' 4• (738 J PRS7 <br />N R <br />125 <br />42 <br />21'�' (58') PREST D <br />142 <br />14II <br />W <br />an <br />w <br />s7 <br />4e <br />777 <br />w <br />t 06 <br />see(21a1 <br />t0a <br />to <br />se <br />tt 44 <br />tfa <br />"m <br />2r0" C�4') PRESTRESSED <br />NR. <br />M <br />Nt <br />M <br />Nit <br />Nt <br />2r4- C2041 PPSNA <br />118 <br />40 <br />2r-0• (284) PREITTREW <br />iff <br />w <br />ae <br />sn <br />4e <br />se <br />M. <br />is <br />&2.4 <br />w <br />1047 <br />ttr <br />tw <br />tff <br />2a <br />s <br />es <br />4m24'•0• <br />On P <br />N.R <br />M <br />M <br />M�M <br />W-V Cam') PRESTRE�D <br />N.R <br />W <br />89 <br />W-W (a55•) PRESTRESSED <br />txn <br />w <br />sp <br />41a <br />4a7M <br />w <br />w <br />1m2 <br />t2ZQ <br />181 <br />as <br />ate <br />4M1 <br />40e <br />757 <br />to <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'SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO BEET OR EXCEED VALUES STATED ABOVE <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MOMIM 4 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 1"128.03 <br />'h --— BETE-1 T1-.—.,. .... .. .�----iT/O—----.,-----2.--, BF18-1TIO —------ <br />RRRRRRRRRNRRRRIM <br />3 <br />1� 4 <br />$� a m ; <br />s GT a <br />1 � 1 <br />p <br />8 1 ( <br />( <br />� a <br />I 3 <br />( 3 ( <br />! 1 f <br />1 1 <br />4� m <br />(0 1 ( <br />(tD f <br />3 / 3 <br />. € 1 <br />I UNO, PROVIDE BB1 WHERE ! ) <br />4 ROOF TRUSSES BEAR, TOP i 3 <br />E OF WALL EL. 8'-8', LINO. 1 <br />s 3 <br />6 % <br />S $ L <br />5 3 <br />( <br />9 f <br />E <br />( 8F8- <br />�' 1T/OMI08 <br />"w <br />a° <br />8F16-1T/0MI 8F8- 8F28-1T/0M/0B <br />- 4 <br />1T/OMI08 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-774.4078 <br />www.abdesigngroup.com <br />L AA 0: 0003325 <br />a <br />8 <br />W <br />• <br />u/ <br />S <br />aE <br />6 <br />SUDDIV. Ae LOT: <br />SILVERADO <br />LOT 15 <br />BLK 18 <br />PROJ=T* <br />04128.002 15181 <br />MODEL <br />4EAB <br />"1672—ARIA" <br />GARAGE 811111 7G: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 W EIP. B <br />RXNT <br />DATIL. 03/04/20 <br />11CALM: 1/4"=1'-0" <br />SHEET <br />s2 <br />