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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9) 10d x 1 12" HDG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 12" HOG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1 Od x 1 12" 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 METALCONNECTORS <br />ARE TO MATCH CONNECTOR FINISH. <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, NTH WASHER 10 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 />�RI � <br />REMARK <br />0 <br />(2) 2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O. L. = BOTTOM OF UNTEL / 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 />r. ( ) <br />IZH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />STM. <br />TOP <br />MIO <br />SIZE <br />SPACING <br />B81 <br />MASONRY <br />3000 <br />8x16 <br />(i)#S <br />(1)#6 <br />N/A <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />84 <br />(1)#S <br />N/A <br />GROUTED SCUD <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />�INFGMIN SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE amNIA 4F1fA 4FM4B 497A loam OUA 4711A <br />LENGTH <br />rr (4n PROMW 2231 <br />rr Nn PRECAST 11M <br />4W (M9 PRBCW 10M <br />04' (M9 PRECAST 1217 <br />S-IV (M PRECAST IOU <br />" (I" PRECAST 900 <br />Pb" W7 PRECAST 743 <br />P4• (117) PRECAST 04 <br />1&4• (12n PRECAST 475 <br />114' (13n PRWABT 8112 <br />1r4r (14C) PRECAST 337 <br />law Mn PRww 2" <br />14LW Mn PRECAST 279 <br />14W (17n PRASiR[ w NA <br />104• (14') PIIMiIIOMAS N.R <br />ir-4. PM Ptdd1R NA <br />1P4' can P41Ta711NM N.R. <br />M14" (2M") PRT$iRBMfID NA <br />M-0' OAST PRE37RWFD N.R. <br />2410' (23n PfIFdTI1BIBlD N.R. <br />N��mm®mm <br />voovoov <br />oom©mom <br />'voovoov <br />!oomomom <br />om0000v <br />oom�oom <br />IDS <br />ANZAE:Zn <br />NO <br />NO <br />NO <br />NQ1 <br />Nam^! <br />t:�""1 <br />�'1 <br />N�®00©00 <br />1ON©K:::ANONONC7NEM <br />mm000N©0 <br />m0N©N£7©Q*�c�1. <br />©0K:A0©©0'. <br />0000©"KzM <br />O <br />NEB <br />NEB <br />NO <br />NO <br />NE:::^ <br />N�'1' <br />o©o©000 <br />000©DE00, <br />NC�NONE�NONONOOi <br />000000v <br />C3©ON0�00 <br />NE::lDEOC� <br />0 <br />Nib©N0�'000 <br />N©Ni�NE�N©N©©NCB <br />ONONO�NON©0 <br />NE7IcR000©© <br />NONN7N00®�© <br />ON©0©©N©© <br />N©®�N©NO�ND <br />1s 710 r 4N M NC <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALLVALUES TAT M FROM WA LOAD TAKW BY CASICRETE MAY 201E EDITION <br />-ALL PIIECABTPRODIICTSAM70 ASINSTALLEDPER MANUFACR1RE68F'Ef ICA1 <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRE81RESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U4INTELS <br />w� SAFE LOAD <br />PLF SAFE LOAD - POUNDS PER LINEAR FOOT <br />Y"�•Y�'� <br />TYPE I RCMU TYPE I vo4T I wv4T I *-IT I wo- I va— IIPJFIT 4N <br />SW (47) PRECAST <br />11020 <br />IM4 <br />I 1001a <br />I " (4n PRECAST <br />*W (4n PRECAST <br />TM <br />m <br />1309 <br />r-r m PRECAST <br />r4• Sion PRECAST <br />002 <br />M1 <br />1075 <br />f 8• 041) PRECAST <br />S-4• lM'1 PRECAST <br />41/ <br />411 <br />740 <br />S-1' lM9 PRECAST <br />S 10" M PRECAST <br />340 <br />336 <br />910 <br />FAIT (M PRECASTr4• <br />(In PRECAST <br />WY <br />490 <br />S4" (70') PRECAST <br />T4• (On PRECAST <br />424 <br />04 <br />M <br />r4r W9) PRECAST <br />04' Uin PRECAST <br />320 <br />512 <br />230 <br />04' (11n PRECAST <br />I" (121M PRECAST <br />34 <br />401 <br />180 <br />1" (12n PRECAST <br />11%4' (1Sn PRECAST <br />20 <br />452 <br />184 <br />/14' (13n PRECAST <br />124r (141r) PRECAST <br />244 <br />402 <br />137 <br />I2W (144') PRECAST <br />17W (10n PRECAST <br />217 <br />324 <br />110 <br />IT-C (10n PRECAST <br />140' (1Sn PRECAST <br />210 <br />2SS <br />IM <br />14W (10n PRECAST <br />14%r (17n PREFFI.SM <br />NA <br />214 <br />91 <br />14'4• (17n PAD <br />IS4• (1Sn PIE nom <br />NR <br />20S <br />113 <br />I" (ion PRE31nEM® <br />1T-4' (20n PI FMW <br />H.R. <br />194 <br />M <br />1T4' min Plies <br />I" i737) PRBTRESSED <br />NA <br />14S <br />0E <br />1" Mn PR TEEM <br />214• X81 P <br />NA. <br />129 <br />42 <br />s1L4" w" PR661RE� <br />22W MW PTES7 MO <br />NA, <br />110 <br />40 <br />2r-V PM') PRWMEMED <br />204' (2M') NOR MIND <br />NR <br />91 <br />1 33 <br />W4r pen PRBiNSISED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-PRECAST PRODUCE BY OTHIMTO MEET OR MOM VALUER STAT® ADM <br />-PROYM 61IiR1M COF REARM PAST EACH SIDE OF IMPAM OPE <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 18,0126.03 <br />s <br />io <br />LL <br />16-----���������������������� <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7744078 <br />FAX: 407-774-4078 <br />www.ebdes4pgroup.com <br />AA I: 0003325 <br />pad <br />Is <br />at <br />S <br />J <br />5 <br />r <br />4 <br />QQ <br />Y <br />gill <br />F <br />I#23 <br />#7 <br />-2 7B <br />AYDEN" <br />SWI NICk <br />RIGHT <br />PAGIM <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />50 MPH EXP. aP <br />DATM 07/01/19 <br />dCAIM 1/4"=1'-0" <br />NE7lI>w <br />S2 <br />