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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)1 Od x 1 12" HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/Z HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 12"HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ IDd x 1 112" 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 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 (41. <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 0'-0', FINISH FLOOR, UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE & <br />DESCRIPTION <br />REMARK <br />O <br />(2) 2X8 <br />BEAM SCHEDULE <br />RZUM INDICATES OPENING BELOW / T.C.B. = TOP OF BEAM / B.O.1- =BOTTOM OF LINTEL / T.O.A -TOP OF ARCH / T.O.S -TOP OF SLAB <br />ABBREVIATIONS <br />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 />WxH' <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 />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 />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />9� <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />40nowt N6M <br />SAFE <br />PILOAD <br />/��/► <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />BUS <br />6�aa <br />wI2OB <br />�18aB <br />eF2Pm <br />��� <br />TYPE <br />LENGTH <br />8US <br />8F8 <br />RCMU <br />TYPE <br />LENGTH <br />SMIT <br />Nwv <br />OF12-IT <br />6Fl2 <br />SMIT <br />wwrr <br />W20-1T <br />eFrmzr <br />WN-IT <br />OF24 V <br />9 IT <br />6F2627 <br />*'WIT <br />SF32-27 <br />Z4W (42) PRECAST <br />2237 <br />3'4' (12) PRECAST <br />1025 <br />1024 <br />1588 <br />3'4' (42") PRECAST <br />TWO <br />2aea <br />em4 <br />43v4 <br />mw <br />aim <br />Tom <br />1500 <br />2m5 <br />3524 <br />4394 <br />0113 <br />6122 <br />7001 <br />4'd (46) PRECAST <br />1988 <br />4-0(48') PRECAST <br />765 <br />M <br />1309 <br />4-4• (49•) PRECAST <br />e9ro <br />2306 <br />30w <br />3m6 <br />4670 <br />6mb <br />amC41" <br />(54-) PRECAST <br />1r�gg <br />4'4' (64') PRECAST <br />592 <br />591 <br />1073 <br />4.4• (64-) PRECAST <br />2M0 <br />2ro7 <br />a375 <br />4043 <br />471t <br />San <br />2040 <br />2M <br />9375 <br />40f9 <br />4nt <br />mnT4• <br />(64-) PRECAST <br />1217 <br />S4' (61') PRECAST <br />411 <br />411 <br />745 <br />S•4• (M7 PRECAST <br />In <br />=MM <br />zmb <br />a39e <br />39ai <br />4522 <br />1n5 <br />2m <br />2Me <br />33M <br />A&I <br />45225'-t0' <br />(70') PRECAST <br />1082 <br />& 1W Mr) PRECAST <br />340 <br />339 <br />818 <br />5'-10'TMPRECAST <br />11 <br />2593 <br />3107 <br />ama <br />41M <br />I <br />IN? <br />20a0 <br />2693 <br />31m <br />3m0 <br />413394• <br />(W) PRECAST <br />906 <br />94• (7n PRECAST <br />507 <br />721 <br />490 <br />B-8• 98-) PRECAST <br />1407 <br />t <br />2W8 <br />2Teq,6 <br />m, <br />3712n" <br />,407 <br />law <br />2329 <br />2N0 <br />3251 <br />P12T4' <br />(�) PRECAST <br />143 <br />T4' (99) PRECAST <br />424 <br />634 <br />389 <br />T4' (90') PRECAST <br />1 <br />1624 iF-M;- <br />2e27 <br />3m <br />Im <br />1mA426 <br />2m7 <br />sms <br />94• (112') PRECAST <br />554 <br />94' (112-) PRECAST <br />326 <br />512 <br />230 <br />94• (112-) PRECAST <br />M <br />II <br />61 <br />215f <br />2w0 <br />am <br />Islaew <br />Za <br />2619 <br />194• (128•) PRECAST <br />475 <br />194• (12n PRECAST <br />294 <br />401 <br />180 <br />194• (126n PRECAST <br />sw <br />� <br />916461 <br />1 <br />201I <br />6w <br />w5 <br />IlseM <br />20w <br />m46 <br />11'-4 (138' PRECAST <br />3112 <br />11'4" (13in PRECAST <br />280 <br />452 <br />154 <br />114• (136') PRECAST <br />464 <br />w4 <br />15, <br />IM <br />4w <br />w7 <br />10/3y619 <br />04 <br />4 <br />,waw <br />2187 <br />na <br />174• (144-) PRECAST <br />337 <br />1r4• (114' PRECAST <br />24a <br />402 <br />137 <br />17-0• (1MD PRECAST <br />470 <br />46e <br />Tx <br />1 <br />tabs <br />470 <br />ew <br />W <br />5w- <br />IetAw <br />2M <br />13'd• (180•) PRECAST <br />296 <br />13'4' (160' PRECAST <br />211 <br />324 <br />110 <br />134• (180') PRECAST <br />Ole <br />See <br />w7e4 <br />11 <br />1m <br />42e <br />400 <br />M <br />Iiw <br />141 <br />up. <br />law, <br />1" (168•) PRECAST <br />279 <br />14'4' (188") PRECAST <br />205 <br />293 <br />100 <br />W-W (1681 PRECAST <br />� <br />3569„ <br />5w <br />724 <br />am <br />1 <br />1m <br />410 <br />425 <br />717 n <br />1083 <br />1 <br />1 <br />16m <br />14'4' (17n PRESTRESSED <br />N.R. <br />W4• (176•) PRESTRESSED <br />N.R. <br />284 <br />91 <br />14'4• (179') PRESTRESSED <br />z39 <br />Na <br />w <br />3s5 <br />me <br />an <br />672 <br />980 - <br />AN <br />1 <br />ma <br />151 <br />tl3t <br />1734 <br />15a' (184') PRES71EBM <br />N.R <br />1&4' (184-) PRESTRESSED <br />N.R <br />259 <br />83 <br />1S-P (184-) PRESTRESSED <br />M <br />230 <br />313 <br />306 <br />See <br />me <br />627 <br />M <br />TWO <br />all <br />1 <br />1064 <br />100e <br />1r4' (208') PRESTRESSED <br />N.R <br />lr-C (208•) PRESTREM <br />N.R. <br />194 <br />64 <br />1T4• (206•) PRESTRESSED <br />1. <br />192 <br />2m <br />wa <br />405 <br />M <br />M1 <br />710 <br />Am <br />1 <br />M <br />1271 <br />M <br />1473 <br />194• CMI PRESTRESSED <br />NA <br />194' (232') PRESTRESSED <br />N.R. <br />148 <br />52 <br />19.4' Mn PRESTRESSED <br />" <br />lea <br />m <br />m <br />us <br />4]➢ <br />44T- <br />823 <br />547 <br />N1 <br />647 <br />I <br />747 <br />Im <br />21'-C (2W) PRESTRESSED <br />N.R. <br />21'-4' (25n PREST ESSED <br />N.R <br />125 <br />42 <br />21'-P (25n PRESTRESSED <br />142 <br />IQ <br />2w <br />2!2 <br />3m <br />a78 <br />303 <br />637 <br />4w <br />M <br />586 <br />M <br />055 <br />1040 <br />2r4• (264•) PRESTRESSED <br />N.R. <br />270 (28P) PRESTRESSED <br />N.R. <br />1,a <br />40 <br />274T (281� PRESTRESSED <br />131 <br />137 <br />1W <br />m <br />P95 <br />3w <br />379 <br />613 <br />462 <br />M <br />54e <br />wt <br />$30 <br />900 <br />24'-0' (288') PRESRRE93® <br />N.M. <br />24'4' (286•) PRESTRESSED <br />N.R. <br />91 <br />33 <br />24%W (2W) PRESTRESSED <br />l24 <br />124 <br />179M <br />2m <br />267 <br />a19 F, <br />3u <br />4w <br />416 <br />e06 <br />4m <br />7m <br />5m <br />me <br />In <br />2w <br />4w <br />aa4 <br />9e4 <br />10m <br />12ii <br />(#) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />RESAR. <br />(#) THE <br />REDUCTIONS <br />NUMBERS <br />IN <br />FOR GRADE <br />PARENTHESIS <br />40 <br />ARE <br />FIELD ADDED <br />PERCENT <br />REBAR. <br />-ALL VALUES TAKEN FROM"SAFE LOAD TABLES"BY CASTCRERE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. 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I <br />ly <br />1 <br />3 <br />1 <br />( <br />3 <br />i <br />i <br />1 1 <br />'-�l ! ♦! <br />! <br />Q <br />C <br />) <br />1 <br />1 <br />i <br />i <br />1 <br />40 <br />a i dam♦ ®.$ — —.--®� — -.♦ <br />� 8F18-1TNMIOB � <br />BF16-1T/OM/OB L. - - - - - - ,- .®- - - - ... - - SF28-1T/1 K40B <br />LIFT BEAM PLAN <br />SCALE: 1/4" - V-D" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6076 <br />FAX 407-7744078 <br />www.abde9igngroup.com <br />AA B: 000332. <br />L4 <br />v <br />m <br />0 <br />y4 <br />ti <br />c <br />F <br />TO.. <br />r <br />sUHDIV. & LOT <br />SILVERADO <br />LOT #1 <br />BLK #12 <br />PROJECT# <br />04128.001-01121 <br />MODEL• <br />4ENB <br />"1751—NEUVILLEf1 <br />GARAGE SWIM(: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />50 MPH EXP. <br />IF— AR04TE-M. <br />A <br />PRDITT 08/15/18 <br />DATE• <br />scALE: 1/4"=1'-0" <br />SHEET <br />S� <br />