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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS. <br />SMALL JACKS c 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 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 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 P&S36, .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'-O', FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE 6 <br />DESCRIPTION <br />REMARK <br />O <br />1 (2) 2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / F.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 />(pet) <br />W`xH' <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) B5 <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 />LDADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />*--*a— <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />*-4--SAFPL <br />OAD <br />*-4c-- <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />6U8 <br />_ <br />m,zm <br />eclem <br />ec2o0e. <br />eaz40e <br />�+m <br />s <br />TYPE <br />LENGTH <br />BUB <br />BFB <br />RCMU <br />TYPE <br />LENGTH <br />a4t-tT <br />Wa-V <br />WMIT <br />8FIMT <br />VWIT <br />4Fi6aT <br />W2u1T <br />eF20ZT <br />e124-11 <br />INN-21, <br />WA-17 <br />mw <br />V324T <br />eFaa:T <br />T,r (4Y) PRECAST <br />2231 <br />T-8• (42') PRECAST <br />1025 <br />1024 <br />16H <br />V-r (42-) PRECAST <br />1w <br />2w <br />3w <br />4984 <br />on <br />0132 <br />Tom <br />1w <br />2w <br />3524 <br />4304 <br />62n <br />0132 <br />Toot <br />4'4Y (4B� PRECAST1988 <br />4-0(46') PRECAST <br />785 <br />763 <br />1309 <br />4'4Y (48� PRECAST <br />1w <br />aim <br />3000 <br />3e/B <br />am <br />am <br />m7e <br />tan <br />2305 <br />am <br />3016 <br />4670 <br />an <br />eme <br />W-W (54-) PRECAST <br />7b9D <br />N-8• (54-) PRECAST <br />592 <br />591 <br />1073 <br />N-r (5P) PRECAST <br />12o7 <br />2040 <br />2W <br />3m <br />4043 <br />4711 <br />n70 <br />12n <br />2m <br />2707 <br />3375 <br />4043 <br />4711 <br />6m <br />8'4' (84� PRECAST <br />1217 <br />V4' (64') PRECAST <br />411 <br />411 <br />745 <br />5'4" (64') PRECAST <br />We <br />17, <br />277e <br />2w <br />=0 <br />w1 <br />4522 <br />1o1e <br />me <br />227e <br />23e <br />330 <br />311111 <br />4522 <br />T-10• (7O') PRECAST <br />1082 <br />V-10" M PRECAST <br />340 <br />339 <br />016 <br />F-10' (70•) PRECAST <br />w <br />1Bn <br />tam <br />MR <br />3020 <br />4133 IS <br />exe <br />fan <br />20m <br />2m0 <br />3107 <br />3m0 <br />4132 <br />V-r (76•) PRECAST <br />906 <br />8-4r (76') PRECAST <br />507 <br />721 <br />490 <br />V-r (78•) PRECAST <br />am <br />, <br />/ <br />2320 <br />2 <br />n6/ <br />n1z <br />w <br />tads, <br />iw <br />m <br />2N0 <br />nef <br />3712 <br />T-0' (BO') PRECAST <br />743 <br />T$' (On PRECAST <br />424 <br />S34 <br />363 <br />T-8• M PRECAST <br />, <br />i <br />2020 <br />tea <br />322e <br />7n <br />m <br />1224 <br />iw <br />m2a <br />Mx <br />Zen <br />32m <br />9'4• (112-) PRECAST <br />554 <br />9'4• (tt2D PRECAST <br />325 <br />sit <br />230 <br />74' (tt2D PRECAST <br />7m <br />17 <br />1474 <br />1B1 <br />2te7 <br />2500 <br />an <br />fall <br />"a <br />1w <br />22N <br />2910 <br />70'-0' (126� PRECAST <br />475 <br />10'6• (126) PRECAST <br />284 <br />401 <br />180 <br />1014r (12n PRECAST <br />me <br />f1m <br />1M7 <br />1 <br />2mf <br />w <br />Ifm <br />1472 <br />17m <br />2w <br />234e <br />11'4" (13n PRECAST <br />362 <br />11'4' (138� PRECAST <br />280 <br />452 <br />164 <br />11'-P (136') PRECAST <br />Bad <br />1037 <br />727 <br />1e13 <br />Im <br />n <br />1m <br />1643 <br />1m6w <br />21n <br />174T (144j PRECAST <br />337 <br />' 17-0' (1447 PRECAST <br />2M <br />402 <br />197 <br />12'-0• (144� PRECAST <br />4m <br />m <br />00 <br />17 <br />t <br />tw56D <br />BIO <br />13n <br />f <br />1Bfen1 <br />IB7619'4' <br />(150� PRECAST <br />1 <br />13-4• (IM PRECAST <br />217 <br />324 <br />110 <br />13'4" (160') PRECAST <br />316 <br />eel <br />M <br />w <br />tt <br />f3n <br />104 <br />4m <br />Tm <br />,1m <br />141 <br />1 <br />ten14'4r <br />(186•) PRECAST <br />279 <br />14'-V (11in PRECAST <br />206 <br />293 <br />100 <br />14'4T (188') PRECAST <br />3n <br />am <br />724 <br />w <br />t <br />In4-717 <br />1m3 <br />1 <br />1 <br />11n14'-C <br />(1767 PRESTRESSED <br />N.R, <br />14'-0" (176") PRES/RESSED <br />N.R <br />284 <br />91 <br />14'.r (178') PRESTRESSEDM <br />m6 <br />w <br />4m <br />w <br />i <br />w <br />161 <br />1f3t <br />1734 <br />iS4• (184•) PRESTRESSED <br />N.R. <br />161 (184') PRESTRESSED <br />N.R <br />259 <br />83 <br />1S4• (184') PRESRlESSED13 <br />4ee <br />e16 <br />en <br />w <br />7m <br />1 <br />eH <br />1 <br />iw3m <br />1w <br />1T4" (206")PRE8TRE99E0 <br />N.R <br />1T4• (206") PREST�BED <br />N.R. <br />194 <br />84 <br />1T4' (206n PRE8TREB8E0 <br />s <br />wmt <br />5" <br />74D <br />w <br />7m <br />1n1 <br />m300 <br />1473 <br />1B'4' (282� PRESTRESSED <br />N.R <br />III (L32•) PRESTRESSED <br />N.R. <br />11 <br />52 <br />194' (2327 PRESTRESSED <br />in <br />22e <br />34e <br />147 <br />547 <br />44'7 <br />747 <br />21'4• CMn PRESTRESSED <br />1m <br />142 <br />2m <br />w <br />4m <br />3n <br />w <br />3m <br />Mt <br />4m <br />t <br />w <br />,2n <br />w <br />214" (296D PRESTRESSED <br />N.R. <br />21.4• CAn PRESTRESSED <br />N.R. <br />125 <br />42 <br />142 <br />137 <br />2n <br />fn <br />m <br />2m <br />as , <br />m <br />731 <br />402 <br />w <br />en <br />iw <br />em <br />27� (M4� PRESTRESSED <br />N.R <br />27-0 (284") PRESTRESSED <br />NA <br />116 <br />40 <br />22'HT (264-) PRESTRESSED <br />to <br />m <br />,10 <br />34e <br />2e7 <br />513 <br />a42 <br />w <br />41e <br />w <br />IB2 <br />NO <br />an <br />24'd 288 PRESTRESSED <br />( <br />N.R <br />7,4•� ( <br />N.R.N <br />91 <br />99 <br />7A'-0' Mn(288•) PRESTRESSED <br />124 <br />2m <br />3H <br />4m <br />w <br />7n <br />m <br />f2B <br />2m <br />4m <br />w <br />w <br />- <br />fom <br />tZzz <br />(B) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR. <br />(0) 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' SY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 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 B: 16-0126.03 <br />Om�000 <br />OD�m <br />m�oomo� <br />I100��� <br />iC7�1�Om�0 <br />00m0�00 <br />moo�om�! <br />�00@1!lGef�!f�!'f <br />O�Om�O <br />�mmOm�CFc3!! <br />��m0�m0 <br />ommoo <br />OD®0©m0 <br />ommom�� <br />oommo®o <br />oommo®o <br />��00�00 <br />DOm��®0 <br />0000�1�0 <br />�Dd0�00 <br />8F16-1T/OM/08 BF16-1T/OM/08 SF16-1T/0M/OB <br />! $ <br />1 ®`! ♦♦® 1 <br />1 ♦ ♦ i <br />1 1 <br />d <br />! �% ♦® E <br />$ , ♦ �1 <br />1 4_ OT ♦ 0 1 <br />® ♦ OF24-1T/OM/0B <br />®,die ♦♦®♦ <br />O <br />♦ I <br />! I <br />e ♦ <br />i ♦ <br />� d <br />is, ♦♦ <br />i <br />i <br />% I <br />Y <br />$ <br />1 <br />i <br />i <br />1 <br />1 <br />1 <br />1 <br />1 <br />! <br />i <br />i <br />1 <br />I <br />i <br />i <br />! <br />1 1 <br />! <br />i <br />i <br />! <br />i <br />! UNO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />! OF WALL EL. 8'-8", UNO. <br />� l <br />I <br />8RF14- <br />1 T/OM/OB <br />t t: <br />�e.♦e.�.� ♦_�.♦_�e_♦.♦.�.e♦.�_♦_a_♦e.�.� ♦.�_�_e♦eeeee...♦e.� ... _ .. _ _8 _ _ - _ _ .Mjj <br />LIFT BEAM PLAN <br />SCALE: 1/4" - 1%0" <br />1441 N. RONALD REAOAN BLVD. <br />LONG WOOD, FL 34760 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />fNww.ebdeslgng7oup.com <br />AA1F.000332B <br />U <br />0 <br />A <br />a <br />i <br />evsaiv. Z LOT: <br />SILVERADO <br />LOT #1 <br />BLK. #11 <br />PROJECT* <br />04128.001-011ll <br />)>,gODELs <br />4EBB <br />"1828-CALI" <br />GARAGE 3iIRNCi: <br />LEFT <br />]PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />DATE•. 8/18/18 <br />axEET <br />s2 <br />