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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 112" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ IOd x 1 112" 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 />S. 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 (C). <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 PBS36, .177" " x 2 718" 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 />SOE <br />REMARK <br />DESCRIPTION <br />Q <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 />ABB EVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(Psl) <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB! <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 />*—on- <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />_& <br />*--48/IB <br />SAFEELLOAD <br />4-4—SAFE <br />LOAD <br />• POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />amLENGTH <br />4tem <br />IF1240 I <br />s76m <br />I w70m <br />M440 <br />si46 <br />seam <br />TYPE <br />SUB <br />a"LENGTH <br />RC6U <br />TYPE <br />SF61T <br />~ <br />OF12-,T <br />stair <br />s1677 <br />I visa <br />026tt <br />I aawar <br />eRWIT <br />ssta <br />sett <br />si2r <br />Wall' <br />I saga <br />74' (42') PRECAST <br />=1 <br />74• (427 PRECAST <br />1025 <br />1024 <br />IM <br />3'4• (4y) PRECAST <br />taw <br />taw <br />3w4 <br />4394 <br />=3 <br />13 <br />70N <br />INS <br />mas <br />3w4 <br />43H <br />M <br />e7w <br />7m1 <br />4'4T (48n PRECAST <br />1966 <br />4'4T (48) PRECAST <br />766 <br />769 <br />1908 <br />1'4' (4B' PRECAST <br />two <br />ww <br />pw <br />wt6 <br />4e70 <br />ow <br />taro <br />17p <br />Saw <br />10/0 <br />Will <br />4670 <br />Iaffi <br />ww <br />4'4' 1649 PRECAST <br />1EBB <br />R4' (54') PRECAST <br />6B2 <br />W1 <br />1073 <br />4A (541 PRECAST <br />„n <br />rap <br />mr <br />oars <br />46u <br />4771 <br />wn <br />tan <br />2240 <br />am <br />33A <br />4m <br />at, <br />a3w <br />@�4' (e4-) PRECAST <br />1217 <br />@a• (84') PRECAST <br />411 <br />411 <br />746 <br />@I' (64') PRECAST <br />1N0 <br />171 <br />22M <br />ww <br />ww <br />awl <br />4w2 <br />10" <br />7716 <br />228 <br />2ere <br />330 <br />awl <br />4w2 <br />F-10 (70') PRECAST <br />1082 <br />SAG' (M PRECAST <br />340 <br />330 <br />618 <br />@-iC (N•) PRECAST <br />,ae7 <br />ffia <br />aln <br />saw <br />Noe <br />wl <br />tan <br />2. <br />. <br />3107 <br />810 <br />Naa <br />S4' (78') PRECAST <br />we <br />@4• Mn PRECAST <br />W7 <br />721 <br />490 <br />S4' (1M) PRECAST <br />In <br />t <br />t <br />ewe <br />3wt <br />871 2.1 <br />O <br />MO <br />,aw <br />2we <br />27w <br />wat <br />a712 <br />Td (M PRECAST <br />749 <br />T4• Mn PRECAST <br />424 <br />634 <br />383 <br />T4' (907 PRECAST <br />rn <br />20w <br />2w7 <br />on <br />rn <br />17M <br />two <br />tow <br />epl <br />7w7 <br />sae <br />94' (112') PRECAST <br />661 <br />84' (1121 PRECAST <br />326 <br />512 <br />230 <br />114' (112') PRECAST <br />wt <br />11 <br />1474 <br />,N <br />21n <br />raw <br />w1 <br />ew <br />lain <br />lap <br />taw <br />2we <br />Will <br />1O4T (126� PRECAST <br />476 <br />104 (126) PRECAST <br />264 <br />401 <br />100 <br />104• (72n PRECASTin <br />In <br />us <br />tin <br />w <br />t <br />ant <br />aw <br />ew <br />,m <br />„>: <br />,7w <br />Woos <br />wp <br />114• (136n PRECAST <br />ffi <br />11'�• (13B•) PRECAST <br />260 <br />462 <br />t64 <br />714• (780� PRECAST <br />474 <br />SA <br />NO <br />IW <br />127 <br />IN <br />17w <br />4" <br />W <br />t <br />,a72 <br />160 <br />tn6" <br />2167 <br />12'-0• (141') PRECAST <br />937 <br />1" (144') PRECAST <br />244 <br />402 <br />137 <br />Ir4r (144-) PRECAST <br />a0 <br />� <br />741 <br />top <br />tt <br />t <br />two <br />4A <br />sm <br />ep <br />7w2 <br />7 <br />INS,. <br />w7s <br />ITW (160') PRECAST <br />208 <br />'. 13'-C (t8n PRECAST <br />217 <br />324 <br />110 <br />IT4' (18n PRECAST <br />418 <br />aw <br />etr <br />7w <br />ae4 <br />, <br />I= <br />NI <br />480 <br />760 <br />17w <br />U1 <br />INN. <br />,0n <br />le-W (/66•) PRECAST <br />279 <br />14W (1W) PRECAST <br />205 <br />293 <br />100 <br />14%T (t66� PRECAST <br />ae4 <br />3w <br />ells <br />734 <br />M <br />t2w <br />410 <br />425 <br />TIT <br />INS <br />tan <br />14'4• (178•) PRE81RE88FD <br />N.R <br />14'4' (IM PRESTRESSED <br />N.R <br />284 <br />91 <br />14'4' (171n PRESTO <br />91° <br />20 <br />wt <br />3w <br />w0 <br />ew <br />W2 <br />9w <br />eM <br />7 <br />ne <br />161 <br />1131 <br />17N <br />1@1• (1847 PRESTRESSED <br />N.R. <br />we pul PRESTRESSED <br />N.R. <br />269 <br />83 <br />1@•4' (184� PREBIRE88ED <br />wt <br />2w <br />373 <br />aw <br />4w <br />fie <br />w7 <br />o <br />7w <br />t <br />Sit <br />,o6/ <br />,6w <br />1T4• ( ') PRESTRESSED <br />N.R. <br />7T4• (208•) PRESTRW8D <br />NR <br />104 <br />64 <br />1T-4' (tee') PRESTRESSED <br />Inley <br />,w <br />wa <br />3w <br />4m <br />7m <br />m <br />740 <br />o <br />lee <br />1277 <br />m <br />1473 <br />104• (2�9 PRESTRESSED <br />N.R <br />1WW M PRE6IA�BED <br />N.R. <br />148 <br />52 <br />194• Mr PRESTRESSED <br />1w <br />tie <br />229 <br />30 <br />ep <br />4w <br />447 <br />on <br />ea <br />Nt <br />647 <br />1 <br />747 <br />72n <br />214' (266') PRESTRESSED <br />NR <br />2P 4• Mn PRESTRESSED <br />N.R. <br />126 <br />42 <br />21•4• (186') PgES1RE88ED <br />tw <br />1w <br />304 <br />7. <br />an <br />a7a <br />aw <br />en <br />4e0 <br />721 <br />aw <br />In <br />aw <br />top <br />22'4T (264') PRESTRESSED <br />N.0. <br />2r4- (26'49 PRESTRESSED <br />N.R. <br />116 <br />40 <br />" (284') PRESTRESSED <br />,a7 <br />1n <br />to <br />ns <br />2w <br />aw <br />31e <br />Na <br />4w <br />W <br />60 <br />ew <br />aw <br />ew <br />24.4• (29n P <br />N.R. <br />24'-0' MnPRLYII�BED <br />NR <br />B1 <br />33 <br />W4r (236') PRESTRESSED <br />tall <br />tat <br />tle <br />2w <br />?A <br />31e <br />3w <br />426 <br />418 <br />ew <br />4w <br />rn <br />an <br />m <br />,w <br />100 <br />4w <br />w1 <br />4M <br />- - <br />tM <br />1ffi <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 />ARE <br />FIELD ADDED <br />PERCENT <br />REBAR. <br />• ALL VALUES TAKEN FROM'8AFE LOAD TABLES' BY CASTCRETE MAY 2016 EDITION - PRECAST PRODUCTS BY OTI*M TO AMT 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 #: 16-0126.03 <br />©��voom <br />OD®m®mom! <br />omovoov <br />0m00000 <br />mmmvoaa <br />m®Om00m <br />�00�000 <br />I�m000�r_!�! <br />i0�0�Om0 <br />mmdoo <br />oomoo��r+ <br />0000m�0 <br />0000000 <br />00�0�®0 <br />00��00© <br />0�00000 <br />- 8F16-1T/0M/0B 8F16-1T/0M/DB 8F16-1T/0M/0B <br />mo <br />g <br />2 <br />3 1= <br />H <br />rti <br />LL <br />1b <br />LL <br />R �Y. <br />dx vy <br />8F16-1T/0M/0B <br />C <br />S o <br />5 1A <br />8F20-1T/0M/18 <br />WOE IEI <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32760 <br />PH: 407-77443078 <br />FAX: 407-7744078 <br />,nww.abdeaigngroup.com <br />AA M: 0003328 <br />IU <br />M <br />BUHDIR All LOT: <br />ABBOTT <br />PARK <br />LOT #12 <br />BLK 15 <br />PROJECT* <br />04181.000-12151 <br />1[ODEL• <br />4EAB <br />"1672-ARIA" <br />awRwcE aWrsr7a: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />