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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 1 112" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)1 Od x 1 112" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H1 OA OR LGT2 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 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 />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 PSS36, .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 />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, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />f. (P31) <br />SIZE <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 />WA <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 />B" PRECAST & PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />r'_�l'�'_ <br />SAFE <br />LOADSAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />SUS <br />ewm <br />w9.19 <br />W1240 <br />WIMB <br />n <br />9we-1e <br />920m <br />~13 <br />e1»4m <br />OW-Ie <br />NYs09 <br />n 111 <br />Ewa <br />W42.10 <br />TYPE <br />LENGTH <br />Si <br />OFB <br />RCMU <br />TYPE <br />LENGTH <br />ORM <br />~ <br />042tt <br />edam <br />wa17 <br />rwn <br />MOAT <br />moo <br />'watt <br />oua <br />8FWIT <br />er»sr <br />e1aslT <br />swam <br />8'$' (42') PRECAST <br />225, <br />aebi <br />nw <br />Nbi <br />ew7 <br />Ow <br />m10oat <br />8'r (42') PRECAST <br />102E <br />1024 <br />1388 <br />3'0 (42') PRECAST <br />law <br />2M <br />304 <br />4M <br />e2bi <br />Na <br />7M <br />E016. <br />4M <br />Nw <br />7547 <br />M4 <br />IOM <br />71900 <br />IM <br />2m <br />bibi <br />4304 <br />an <br />Nis <br />70M <br />(4B') PRECAST <br />188E <br />3M <br />xn1 <br />30m <br />4M <br />am" <br />?m8107 <br />4'-0' (48') PRECAST <br />786 <br />78,9 <br />1309 <br />4'-0' (49') PRECAST <br />I= <br />23M <br />eom <br />3N6 <br />4570 <br />am <br />am4'-0' <br />bill <br />48M <br />0113 <br />7W <br />M4 <br />law <br />ItM <br />Ibis <br />30 <br />bite <br />4M <br />90 <br />ww <br />4'$' (E4' PRECAST <br />1EW <br />tea <br />2tto <br />awl <br />arm <br />4M <br />am <br />am12W <br />4'4r (�' PRECAST <br />692 <br />E91 <br />1073 <br />4$' (b{' PRECAST <br />MO <br />2W <br />ma <br />4M <br />4nl <br />5119 <br />Nw <br />4M <br />6113 <br />780 <br />W12 <br />tmel <br />Item <br />1207 <br />MID27W <br />33M <br />400 <br />4711 <br />a79 <br />S4, @47 PRECAST <br />1217 <br />taw <br />143e <br />Iew <br />2M <br />bin <br />bibi <br />4Ne <br />S4 (84') PRECAST <br />{t, <br />411 <br />746 <br />SW (�"1 PRECAST <br />tote <br />m <br />2M <br />ma <br />Saw <br />3M <br />4n2 <br />IM <br />ww <br />M7a7 <br />10 <br />low <br />17w <br />2111111 <br />2M <br />330 <br />bin <br />411112 <br />6'-10' (70') PRECAST <br />10� <br />1103 <br />1173 <br />im <br />2M <br />2M <br />sool <br />3470 <br />8-10• (M PRECAST <br />940 <br />39B <br />818 <br />8-10` cm PRECAST' <br />9w <br />1 <br />NO <br />NW <br />SM <br />MOO <br />1451 <br />Sax <br />48n <br />71bi <br />nN <br />M. <br />9s <br />tm <br />taw <br />taw <br />1 SW <br />=0 <br />4133 <br />8$' PS') PRECAST <br />90S <br />1= <br />2171 <br />3480 <br />=1 <br />SW <br />4M <br />OWM <br />8$' (M PRECAST <br />SO7 <br />721 <br />490 <br />84Y (78� PRECAST <br />230 <br />anal <br />1238 <br />21" <br />340 <br />Mt <br />no1 <br />nw <br />M <br />Sw7 <br />I IM <br />MOO <br />I 2M <br />OM <br />3712 <br />T4• IM PRECAST <br />743 <br />1011 <br />1721 <br />tea <br />awe <br />2M <br />3191 <br />bill <br />r$• Mn PRECAST <br />424 <br />634 <br />363 <br />r4r Mn PRECAST <br />rn <br />, <br />20w <br />Zen <br />loll <br />Mo <br />bi0/ <br />3M <br />Mi <br />iln <br />ant <br />rn <br />IM <br />1024 <br />MO <br />24M <br />2a7 <br />3m <br />W-C „ PRECAST <br />( 27 <br />864 <br />M <br />I/eo <br />law <br />25M <br />34M <br />MO <br />bia <br />p'4" (112") PRECl187 <br />928 <br />612 <br />230 <br />9'4 (112� PRECAST <br />M <br />7w <br />11 <br />1474 <br />M <br />21n <br />two <br />7a <br />12w <br />180 <br />20H <br />34M <br />Gyp on <br />M <br />M <br />1Ne <br />M3 <br />Maw <br />na <br />MO <br />IV-V (12n PRECAST <br />476 <br />M <br />M <br />120 <br />2M <br />2M <br />21a <br />bide <br />10-0' (1259 PRECAST <br />28{ <br />40/ <br />180 <br />10$' (128') PRECAST <br />M <br />M <br />ete <br />me <br />sw1 <br />t <br />aolt <br />M <br />1M <br />ten <br />2M <br />27N <br />47N <br />M <br />M <br />1180 <br />un <br />M7n <br />aM <br />no <br />11'4' (,38') PRECAST <br />382 <br />e12 <br />M <br />1M <br />MIS <br />24 3 <br />31V <br />woe <br />11'4' (,98') PRECAST <br />280 <br />462 <br />154 <br />11'-0' (t90") PRECAST <br />474 <br />e01 <br />M <br />Ion <br />IN <br />na <br />NO <br />M <br />1M <br />IM <br />A4bi <br />31x7 <br />woe <br />4a <br />wr <br />372 <br />Mae <br />1N3 <br />2/W <br />I24r (1441 PRECAST <br />337 <br />M <br />en <br />12a <br />iW <br />Nw <br />bill <br />bin <br />120 (144") PRECAST <br />244 <br />402 <br />137 <br />1S-0' (iM7 PRECAST <br />4" <br />Obi <br />734M <br />11 <br />I <br />1M <br />a0 <br />M <br />laN <br />low <br />2iW <br />L06 <br />NO <br />M <br />M <br />M3m <br />INe, <br />eon <br />73'4' (,BOA PRECAST <br />298 <br />4n <br />7a <br />1M <br />14w <br />1M <br />2Ne <br />2M <br />IV4' (Ian PRECAST <br />217 <br />92{ <br />N0 <br />,84' (,80') PRECAST <br />4te <br />am <br />eW7bi <br />M <br />I <br />474 <br />M <br />IM <br />1425 <br />/M <br />sew <br />2M <br />,� <br />40 <br />illnbi <br />N <br />14'$' (188•) PRECAST <br />279 <br />4N <br />7N <br />I_ <br />/M <br />18bi <br />MR/ <br />21n <br />2M <br />1#0 (111 PRECAST <br />205 <br />203 <br />100 <br />IW-T (188') PRECASTa/0 <br />354 <br />M <br />M724 <br />M- <br />ks <br />iMtabiten <br />xtn <br />Mo <br />Obi <br />n7on <br />1?40,4 <br />t <br />/ <br />t4'-0• (178n PREBTRE88E0 <br />NR <br />M <br />NR <br />N4 <br />N4 <br />NM <br />NR <br />Nt <br />14'-0' (178� PRE8Tt�88ED <br />N.R <br />2B4 <br />91 <br />14'-0' (17E") PRESTRESSED2N <br />2bi <br />3a <br />M <br />MW2 <br />MM <br />ell <br />t <br />M <br />1 <br />Im <br />40 <br />M <br />1370 <br />190 <br />bill. <br />2617 <br />2n2 <br />184' (184� PRE8TREBBEO <br />N.R <br />ps <br />NR <br />NR <br />MR <br />NR <br />1&4' (18C) PREST D <br />N.R <br />259 <br />83 <br />184'(,84.)PRE9IRESBEOHR <br />7N <br />m <br />713 <br />all <br />Obi6n <br />aleM <br />Tee <br />1 <br />Nt <br />412 <br />710 <br />12W <br />1731 <br />wa <br />2320 <br />bill <br />iT4' ppe') PRESTRESSED <br />NR <br />NR <br />NR <br />Nt <br />MM <br />MR <br />Nt <br />1T4' (208") PR68TRE88ED <br />N.R. <br />1&, <br />81 <br />1T4" Mn PRESTRESSED <br />In <br />im <br />2N <br />3w <br />4waN <br />Mt <br />ebi <br />7Qe <br />t2n <br />1473 <br />300 <br />M <br />M <br />law <br />1M <br />taw <br />20n <br />( PI�STRES8E0 <br />Nit. <br />N4 <br />W <br />HR <br />Im <br />M <br />M <br />MR <br />19'4" (232") PRESTRESSED <br />NA <br />748 <br />52 <br />184' (232") PRESTRESSED <br />fa <br />1N <br />m <br />4n <br />3w <br />Ill <br />47 <br />an <br />a7 <br />at <br />M <br />747 <br />t2n <br />bins <br />420 <br />7w <br />Iw <br />Isea <br />Iola <br />17" <br />21'-4•R <br />(268') PRESTRESSED <br />N.R.N <br />N1 <br />N1 <br />NR <br />NR <br />NR <br />MR <br />214. (M PRESTRESSED <br />N.R. <br />125 <br />42 <br />21'4' (2aB9 PRESTRESSED <br />142 <br />142 <br />2N <br />2a <br />W <br />eta <br />M <br />M <br />4w <br />M <br />M <br />1048 <br />w0 <br />M <br />M <br />M <br />1114 <br />iM <br />Ills <br />22'$' (284� PH68TRESBW <br />N.R <br />N4 <br />7n <br />N4 <br />Nt <br />OR <br />tat <br />iW <br />2r-W �.) PRESTRESSED <br />N.R.116 <br />40 <br />2Z-V (284') PRESTR668ED <br />137 <br />1n <br />Zee <br />bill <br />4a <br />j4-R <br />M <br />Ins <br />315 <br />M <br />7N <br />10n <br />12bi <br />1M <br />1n <br />1N <br />a8 <br />771 <br />M <br />2n <br />618 <br />all <br />M <br />4w <br />M <br />N7aN <br />24'-0' (28B") PRE97RE88E0 <br />N.R. <br />xM <br />MR <br />NR <br />W-V Wn PRESTRESSED <br />NA <br />91 <br />39 <br />24'4r pE89 PRESTRESS® <br />2 <br />Obi <br />M <br />M <br />M <br />iM <br />1222 <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 />FIELD ADDED <br />ARE PERCENT <br />REBAR. <br />- ALL VALUES TARN FROM SAFE LOAD TABLES• BY CASTCRETE MAY 2016 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPEGFICAT10N8 - PROVIDE MINIMUM 4OF BEARING PAST EACH SIDE OF 1MNDOV7 OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCEM 16-0126.03 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441N. RONALD REAGAN 81. <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-7744078 <br />www.obdesigngroup.00m <br />AA #: 0003325 <br />a <br />aunDiv. a LOT <br />SILVERADO <br />LOT #17 <br />BLK #19 <br />PROJECT# <br />04128.002-17191 <br />MODEL: <br />4EWB <br />"1499-FREEPORT" <br />GARAGE 11!1i <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH E . B <br />