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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 < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 1 Od x 1 112" HOG 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 (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 1`81336, .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 V-0', FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE & <br />DESCRIPTION <br />REMARK <br />10 <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 <br />E.E. -EACH END, O/C -ON CENTER, F.E.S. -FROM EACH SUPPORT, T.O. -THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi) <br />�'xH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8xi6 <br />(1)#S <br />u. <br />N/A <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x8 <br />(1) 45 <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 />I <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& <br />PRESTRESSED <br />U-LINTELS <br />'G99n <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />�1/FGMfa <br />SAFPL <br />OAD <br />0'/ -f9a <br />�/' <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />8U8 <br />eFeaeLanz <br />eF160e <br />et2009 <br />e6M41e <br />ec7sae <br />aeaz-0e <br />TYPE <br />LENGTH <br />8U8 <br />BF9 <br />RCMU <br />TYPE <br />LENGTH <br />*I-1T <br />eFfiar <br />ew2-11' <br />e612ar <br />WI&IT <br />erlear <br />WWT <br />ereaxr <br />WA44T <br />erz4-27 <br />P".%1T <br />a32c3f <br />0eaa1T <br />e33z-zr <br />TO (42') PRECAST <br />2231 <br />3'$' (42� PRECAST <br />1026 <br />/024 <br />1588 <br />3'43' (42') PRECAST <br />IIN <br />Mw <br />36M <br />4304 <br />mM <br />6132 <br />Trot <br />15ee <br />ON <br />35M <br />4304 <br />e35/ <br />6132 <br />Trot <br />4'-0" (4•) PRECAST <br />1886 <br />W-V (481 PRECAST <br />785 <br />763 <br />1309 <br />4'-0' (48-) PRECAST <br />1303 <br />IM <br />30ro <br />3e15 <br />4570 <br />SMa <br />am <br />1313 <br />aro <br />3060 <br />3615 <br />4570 <br />5M8 <br />IOW <br />W4T' (64') PRECAST <br />iS99 <br />'.. 4'41' (54-) PRECAST <br />892 <br />691 <br />1073 <br />4'4i' (51� PRECAST <br />1207 <br />2010 <br />2707 <br />33W <br />4M3 <br />nti <br />63M <br />1107 <br />2040 <br />am <br />1375 <br />4043 <br />4111 <br />5379 <br />6'4• (64•) PRECAST <br />1217 <br />', 5'4' (647 PRECAST <br />417 <br />411 <br />745 <br />6'4' (64� PRECAST <br />101e <br />IT <br />9276 <br />Mile <br />33W <br />3ee1 <br />4M <br />1016 <br />1716 <br />aW <br />MM <br />33M <br />WH <br />4622 <br />5�10' (70') PRECAST <br />1082 <br />6'•10' (70') PRECAST <br />340 <br />339 <br />818 <br />6'-19 (70') PRECAST <br />em <br />15R <br />25w <br />3107 <br />3m0 <br />4133 <br />Me <br />/667 <br />25eo <br />25M <br />3107 <br />3W <br />4133 <br />OW (7r) PRECAST <br />908 <br />6'4T (78') PRECAST <br />507 <br />721 <br />490 <br />94P (70") PRECAST <br />e35 <br />140 <br />1 <br />23D <br />3WI <br />3112, <br />635 <br />U07 <br />1em <br />aW <br />ITO <br />3291 <br />V12 <br />T-r Mn PRECAST <br />743 <br />T4{' (90') PRECAST <br />421 <br />834 <br />383 <br />T-0' (90") PRECAST <br />rn <br />1 <br />/ <br />2me <br />as <br />Sae <br />rn <br />12M <br />t6M <br />2me <br />24Me <br />Zen <br />Sae <br />94' (11r) PRECAST <br />�,1 <br />94' (112R PRECAST <br />328 <br />512 <br />230 <br />9.0 (112R PRECAST <br />MI <br />W6 <br />it <br />1474 <br />tM <br />215r <br />26ro <br />!1 <br />an <br />1118 <br />1- <br />1Me <br />aM <br />2114 <br />IV- (126) PRECAST <br />476 <br />id-r (12n PRECAST <br />284 <br />401 <br />180 <br />tp-0' (126') PRECAST <br />Me <br />ttM <br />u61 <br />t <br />2W7 <br />6ro <br />M6 <br />1110 <br />1472 <br />1703 <br />9006 <br />2340 <br />11'4• (138') PRECAST <br />382 <br />11'4' (138') PRECAST <br />280 <br />462 <br />1W <br />11.4' (13M) PRECAST <br />474 <br />6M <br />am <br />1037 <br />1a <br />1M <br />17e3 <br />4a <br />WT <br />1042w <br />1372 , <br />IMs <br />1M6w <br />2167 <br />17-W (144R PRECAST <br />337 <br />170 (144R PRECAST <br />2" <br />402 <br />137 <br />17-0- (144') PRECAST <br />470 <br />4w <br />M. <br />aue <br />11 <br />1 <br />lmgl <br />4W <br />e6o <br />ea <br />13m <br />1 <br />1n51, <br />ime <br />IY-V (189) PRECAST <br />298 <br />134' (169) PRECAST <br />217 <br />324 <br />110 <br />IY-r (160') PRECAST <br />41e <br />366 <br />em <br />fee <br />064 <br />11 <br />ta3 <br />425 <br />400 <br />7e0 <br />11m <br />147 <br />1661w <br />1Y'7 <br />14'-0' (188� PRECAST <br />279 <br />14'-0' (168') PRECAST <br />206 <br />293 <br />100 <br />14'-0' (188� PRECAST <br />844 <br />3N <br />6ro <br />121 <br />Me <br />1 <br />1220 <br />N0 <br />426 <br />H7 w <br />10M <br />1 <br />1 <br />16m <br />141HY (17r) PRESTRESSED <br />N.R <br />/4'-0' (176R PRESIREB8ED <br />N.R. <br />284 <br />91 <br />14'a' (17n PRESTRESSED <br />Mm <br />2M <br />334 <br />316 <br />mo <br />03 <br />6W <br />MP1 <br />m5 <br />M. <br />151 <br />1131 <br />1- <br />16'4' (184� PRESTRESSED <br />N.R. <br />i54' (184� PR�7RESSED <br />N.R. <br />259 <br />83 <br />1S4• (1841 PRESTRESSED <br />2M <br />M30 <br />313 <br />3Y <br />4ee <br />616 <br />mf <br />em <br />7M <br />1 <br />M1 <br />1 <br />tOM <br />161e <br />1T4• (m8') PRESTRESSED <br />NA <br />1T4' PRfi87PE9SED <br />N.R. <br />/94 <br />E4 <br />1T4' ( R PRESTRESSED <br />1e7 <br />1m <br />293 <br />3m <br />4m <br />M6 <br />m1 <br />740 <br />83e <br />TM <br />1a1 <br />an <br />M73 <br />194' P21 PRESTRESSED <br />N.R <br />194' (23Y) PRfaTTRESSED <br />N.R <br />148 <br />52 <br />/94• l�9 PRf5t7RE88ED <br />tee <br />1e6 <br />229 <br />2m <br />346 <br />420 <br />u7 <br />ea o <br />MT <br />M1 <br />M7 <br />1 <br />747 ad <br />12a <br />21'4- (258') PRESTRESSED <br />NAL <br />214 ( PRESTRESSED <br />N.R. <br />125 <br />42 <br />21'4• (258-) PRESTRESSED <br />142 <br />2M <br />3m <br />303 <br />4e0 <br />eee <br />bee <br />142 <br />a2 <br />M <br />w <br />Wt <br />M5 <br />im <br />27-0' (284") PRESTRESSED <br />N.R <br />22'-0' (MR PRESTRESSED <br />N.R.118 <br />40 <br />22'-0' (2M') PRESTRESSED <br />137 <br />1m <br />m <br />379 <br />4m <br />6U <br />sm <br />24'-0• Mr PRESTRESSED <br />N.R. <br />91 <br />39 <br />24'-0' (288R PRESTRE88ED <br />IV <br />tM <br />a3 <br />1W <br />26e <br />2n <br />Ma <br />342 <br />• <br />41e <br />ea <br />402 <br />ee0 <br />eel <br />2N.W (28e9 PRESTRESSED <br />N.R. <br />1a <br />a0 <br />4w <br />eM <br />eM <br />10eY <br />1aM <br />1M <br />2m <br />31e <br />4e6 <br />M <br />rn <br />m <br />(e) 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 />RESAR. <br />• ALL VALUES TAIOitt4 FROM'9AFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR IXCEED 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 6: 19-0126.03 <br />o��v�o <br />®�i00® <br />oo�m�m� <br />m�®moot/ <br />®�ivivivm <br />0®omo <br />�m000�o <br />ommoo <br />ommoo� <br />oommo®v <br />oom0�oo <br />��mmm00 <br />��m�ml�i0 <br />fAi0�i00i0 <br />i0 <br />D�Q�DiO <br />DDi0i0i0i0i0 <br />�+__--,________________-.....�..---- <br />l 8F16-1T/0MIO3 8F76-1T/0M/0B <br />1 w <br />1 ww <br />b i ww <br />� i w <br />l ww <br />l w <br />i w <br />GT w <br />---____________________!� <br />6F16-1T/0M/0B ! <br />i <br />!I 1 <br />l <br />I` 1 <br />!r 1 <br />! i <br />! l <br />ww !♦ <br />w ! <br />w I <br />w ! <br />w ! <br />ww !I U.N.O. PROVIDE BB2 WHERE <br />® ! ROOF TRUSSES BEAR, <br />% O TOP OF WALL EL 18'-8" <br />w ! <br />w ! <br />! O <br />w O <br />w ! <br />w O <br />w ! <br />w4 !! <br />I w <br />!`r www <br />® I--� w <br />!` I I we <br />! w <br />! w <br />a` r� <br />l <br />l <br />GT w i <br />i r r !rI www , <br />8F76-1T/0M/0B <br />2.1 i I` 8F16-IT/0M/0B 8F16-1T/0M/OB 8F16-1T/0M/OBw l <br />iI w <br />----------------------- <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" -1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />1aww.abd4esigngfouP•00m <br />AA M: 0003325 J <br />0. <br />4h <br />b <br />0 <br />V <br />0 <br />F <br />av$a;<v as LOT: <br />SILVERADO <br />LOT 6 <br />BLK 12 <br />PROJECT,j1 <br />04128.001-06121 <br />asoaE><.. <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 9WINd: <br />RIGHT <br />PAdE: <br />SECOND <br />FLOOR <br />LIFT BEAM <br />PLAN <br />150 PH E B <br />DATE: <br />08/16/18 <br />9IiEET <br />s5 <br />