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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 HTAi6 W/ (9)1Od x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 1Od x 1 1/2" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1Od 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 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 (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 20 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'-O% 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 <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />rc (Poi) <br />SIZE <br />ZH' <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 />— <br />1 (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 />I <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 />SAFE <br />TOAD <br />�► /► <br />Y�•�Y'�^TYPE <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />SUS <br />era® <br />sin <br />W1240 <br />s7an <br />elan <br />dFwN <br />mme <br />aPMm <br />wm4s <br />i ds <br />erw4a <br />eFae41B <br />swan <br />TYPE <br />LENGTH <br />&1B <br />we <br />RCAR) <br />LENGTH <br />�n <br />sear <br />eFtatt <br />s120 <br />eFutt <br />WWV <br />eFfutr <br />00,2r <br />eca{n <br />aw4m <br />atasn <br />swear <br />son <br />awa2r <br />T-V (42') PRECAST <br />2791 <br />aM <br />3M <br />5tm <br />NOT <br />aM <br />{eat <br />I= <br />r$ (4r) PRECAST <br />1026 <br />1021 <br />1588 <br />8'$ � PRECAST <br />tee{ <br />2M <br />aM <br />4M <br />eM <br />mat <br />7M <br />wo <br />ON <br />mla <br />1547 <br />N74 <br />1104 <br />iiM <br />law <br />an <br />=4 <br />404 <br />On <br />etas <br />7M <br />4,$ PRECAST <br />1866 <br />=I <br />M <br />NO <br />4M <br />aM <br />7pl <br />mn <br />4$ (49' PRECAST <br />m <br />m <br />1309 <br />4'$ M PRECAST <br />no <br />ata5 <br />aM <br />M5 <br />NM <br />a w <br />all;(4e7 <br />mp <br />MIN <br />"ISM7 <br />dsi4 <br />INN11M <br />-1 <br />on <br />=15 <br />aM <br />M5 <br />Mo <br />ap5 <br />ears <br />4'$ fm-) PRECAST <br />tso <br />,M <br />alto <br />Mt <br />airs <br />4M <br />W0- <br />m-- <br />4,a" s PRECAST <br />592 <br />�t <br />1073 <br />48' (64') PRECAST <br />t757 <br />2m <br />9N <br />33M <br />4W <br />4111 <br />oars <br />2W <br />4375 <br />m13 <br />7aA <br />MR <br />1a114 <br />flap <br />MY <br />tale <br />VW <br />SM <br />4M <br />4 l <br />NN <br />B4' (649 PRECAST <br />1217 <br />1M <br />un <br />tars <br />2M <br />mm <br />ON <br />4M <br />(e47 PRECAST <br />411 <br />411 <br />746 <br />S4' (64") PRECAST <br />tors <br />m <br />= <br />m <br />alp <br />MI <br />M2 <br />tap <br />3m <br />pea <br />7a47 <br />101211.5'4• <br />Ma <br />MG <br />22rs <br />ape <br />aM <br />aM <br />4522 <br />6-10• (Rr) PRECAST <br />tOB2 <br />11N <br />,tm <br />1051 <br />mm <br />rs4 <br />SM <br />34" <br />V-10' (75•) PRECAST <br />348 <br />939 <br />616 <br />5-1(• (M`) PRECAST <br />one <br />,M <br />NN <br />3107 <br />aM <br />4133 <br />�1 <br />un <br />ON <br />71 <br />71m <br />prs <br />ON <br />t5m <br />tam <br />zp <br />a,m <br />aea5 <br />41aa <br />ff$ (TIT) PRECAST <br />908 <br />12N <br />2n <br />aM <br />apt <br />mm <br />4M <br />Wet <br />ff$ (M PRECAST <br />BUT <br />721 <br />490 <br />S$ PRECAST <br />am <br />t <br />t <br />217a <br />301 <br />m <br />12N <br />2177 <br />340 <br />011 <br />NO <br />1 <br />SM.p5 <br />14a7 <br />,M <br />2M <br />2M <br />mat <br />m12 <br />r$ Mn(90') PRECAST <br />741 <br />I= <br />mN <br />2M <br />2M <br />mm <br />Ma <br />T$ (80') PRECAST <br />4Z4 <br />694 <br />383 <br />T$ l=o") PRECAST <br />727 <br />i <br />Nm <br />nv <br />alas <br />tmt <br />1729 <br />ieol <br />SM <br />Mt <br />asi <br />e4rt <br />72/ <br />1251 <br />1p4 <br />205 <br />a42S <br />s27 <br />a22a <br />ff4• 11 PRECAST <br />( <br />554 <br />M <br />lids <br />1M <br />2M <br />3486 <br />late <br />ads2 <br />ff4• (112� PRECAST <br />928 <br />812 <br />230 <br />ff4• (1127 PRECAST <br />M <br />7N <br />11 <br />1n1 <br />lei <br />21a7 <br />2MM <br />Ids <br />124a <br />1M <br />rse4 <br />91N <br />aM <br />M <br />M <br />n7{ <br />1M <br />1M <br />27M <br />2ma <br />( 2B•) PRECAST <br />iff$ 1 <br />475 <br />M <br />M <br />Is? <br />2M <br />2m <br />21p <br />2M <br />1ff$ (128) PRECAST <br />284 <br />401 <br />ISO <br />1ff$ (128') PRECAST <br />NO <br />m5 <br />ma <br />„ <br />14m <br />1 <br />=I <br />aQ <br />top <br />1M <br />2M <br />2M <br />RN <br />M <br />MEW <br />M <br />II! <br />"n <br />,ids <br />2M <br />ZM <br />114• (138') PRECAST <br />382 <br />M <br />{N <br />1M <br />no <br />alp <br />mm <br />4000 <br />714• (1381 PRECAST <br />280 <br />452 <br />i54 <br />17'4' (198� PRECAST <br />M <br />low <br />1 <br />15t <br />110 <br />M <br />M <br />tads <br />tM <br />240 <br />mzr <br />4M <br />4N <br />dsf <br />,o4a" <br />1a7t <br />tM <br />,ms. <br />2tn <br />12'-0' (144� PRECAST <br />9S'7 <br />M <br />vs <br />t254 <br />"m <br />2Ms <br />9M <br />]M <br />1T$ (1"') PRECAST <br />244 <br />402 <br />137 <br />17$ (144-) PRECAST <br />470 <br />M <br />724 <br />M <br />11 <br />i <br />ww <br />M <br />n7 <br />1281 <br />1M <br />zlp <br />mN <br />8dsP <br />410 <br />M <br />M <br />17N <br />1 <br />tai4a <br />dsrs <br />13'4' (160") PRECAST <br />206 <br />471 <br />7a6 <br />lam <br />uta <br />Im <br />23" <br />2M <br />13'4• (16n PRECAST <br />217 <br />324 <br />110 <br />17-V (1W) PRECAST <br />eta <br />ads <br />ds7 <br />Ids <br />M <br />1 <br />INIS <br />a71 <br />7N <br />1M <br />"a <br />/M <br />m10 <br />2M <br />M <br />400 <br />ids <br />11N <br />141 <br />1 <br />ten <br />74'$ (16n PRECAST <br />279 <br />124 <br />IN <br />iM <br />lap <br />1M <br />2121 <br />200 <br />W-W (1#6) PRECAST <br />ME <br />203 <br />100 <br />14'$ (16n PRECAST <br />aN <br />ads <br />M <br />7M <br />M <br />1 <br />12m <br />44x <br />M <br />1M <br />tM <br />ten <br />ra <br />rs90 <br />Na <br />425 <br />717 <br />tap <br />, <br />1 <br />ids! <br />14'$ (178') PRESTRESSEDNR <br />1R <br />NR <br />IN <br />N4 <br />Ni <br />Im <br />PRESTRESS® <br />N.R.284 <br />B1 <br />11'$ (176') PRE <br />M <br />24a <br />334 <br />M <br />572 <br />M <br />M <br />, <br />ors <br />1a <br />itm <br />40 <br />7p <br />1M <br />tars <br />2M <br />2m7 <br />27Yt <br />15'4' (1M') PRESTRESSED <br />NR <br />Nt <br />Nt <br />7R <br />i4a <br />Ni <br />NR <br />7m <br />7R <br />194• (1S4) PRESTRESS® <br />NR <br />259 <br />83 <br />15'4• (164-) PRESTRESSED <br />2M <br />2m <br />® <br />M <br />ids <br />, <br />m1 <br />1 <br />tars <br />4/2 <br />71a <br />iM <br />iM <br />dsN <br />mta <br />iT4' PRESI <br />N.R <br />Ni <br />m <br />1r4• Wn PRESTRESSED <br />NR <br />194 <br />64 <br />1T4• PUT) PRESTRESSED900 <br />1n <br />187 <br />M <br />740 <br />M <br />,m19-C <br />M <br />nD(208') <br />M <br />ads <br />7aae <br />1M <br />Zan <br />( ") PRESTRESSED <br />NR <br />mw <br />m <br />Nt <br />m <br />m <br />Wn PRES'RIESSED <br />N.R <br />146 <br />52 <br />1ff4• (2 n PRESTRESSED <br />1p <br />1N <br />C20406. <br />ut <br />am <br />my <br />4ds <br />ids <br />tan <br />im <br />1615 <br />im <br />214• �7 TNE.SIRESSED <br />NR <br />/m <br />N4 <br />N4 <br />N4 <br />Im <br />N7 <br />/m <br />21W (/56') PRESTO <br />NR <br />125 <br />42 <br />21V• On PRESI� <br />let <br />tat <br />ads <br />W <br />4ds <br />721 <br />M <br />M <br />S048- <br />ids <br />aN <br />M <br />M <br />ttu <br />7M <br />tM <br />22$ MC) PREITIM ED <br />N.R. <br />rn <br />IN <br />Nt <br />Nt <br />Nt <br />MR <br />Nt <br />2T$ PHI PRESTRESS® <br />N.FL <br />116 <br />40 <br />2r4r P54') PRESIAESBED <br />1n <br />1n <br />ors <br />819 <br />4dsMM1N <br />M <br />M <br />M <br />alb <br />M <br />7N <br />tOn <br />12ds <br />iM <br />2r$ PM PRESTRESSED <br />NR <br />NI <br />Ne <br />NR <br />Nt <br />NR <br />Ne <br />N4 <br />Z•$ On PRESTRESSED <br />NR <br />9t <br />33 <br />24'0• (a n PRESTO <br />124 <br />124 <br />,A <br />m <br />NY <br />a,a <br />342 <br />416 <br />4,a <br />M <br />402 <br />757 <br />M <br />M <br />,m <br />2ds <br />4m <br />M <br />em <br />,ads <br />,az <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 <br />ARE PERCENT <br />ADDED REBAR. <br />ALL VALUES THEN FROM •SAFE LOAD TABLES' BY CASTCRETE 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. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE If: 16-0126.03 <br />T_ T-0' f . T-W I <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-17 <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />ww .abdes(gngroupxom <br />IL AA #: 0003326 <br />4 <br />Ul <br />w <br />pC <br />U <br />~ <br />W <br />� <br />N <br />J <br />W <br />07 <br />a <br />s <br />A <br />jLj <br />SUSDIV. de W <br />ABBOTT PARK <br />LOT #26 <br />BLK #8 <br />PROJ=T# <br />04181.000-26083 <br />MODEL" <br />3EAB <br />1504- ALLEX" <br />GARAGE 311TNG: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH EXP. C <br />ROLAND A ABOUCHACRA <br />L AR NO 93723 A <br />PRD'1T 11/20/19 <br />DATE: <br />acALE: 1/4"=1'—O" <br />SHEET <br />S2 <br />