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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)10d x 1 1/2" 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/ 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 />B. 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 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 />HEADER SCHEDULE <br />MARK <br />C1FAX R�IFET10N <br />REMARK <br />( <br />(2)2X8 <br />BEAM SCHEDULE <br />MaMM 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 />(psi) <br />WXHZE , <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />STM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />081 <br />MASONRY <br />30M <br />8x16 <br />i (7)#5 <br />(7)#5 <br />NIA <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x8 <br />(1 '9 <br />NIA <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 />LOAD <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />M1B <br />om <br />wo-Is <br />W13-0 <br />efls,3 <br />+teas <br />rwis <br />Ewa <br />warns <br />eN34N <br />N34.ts <br />OW48 <br />~z <br />Ewa <br />6s <br />»34 <br />TYPE <br />LENGTH <br />8116 <br />RC2AU <br />TYPE <br />LENGTH <br />N&IT <br />eN-a <br />e1:•tt <br />Ntear <br />tr»4r <br />3F7eaT <br />etv3tr <br />ermar <br />4AF7T <br />ItR4R <br />NN4T <br />3t663T <br />rastt <br />6Rea7 <br />314r (� PRECAST <br />7281 <br />NN <br />V19 <br />NN <br />"" <br />IM <br />NN <br />tank <br />Sd (42•) PRECAST <br />1024 <br />1SIS <br />rd (4P') PRECAST <br />,N <br />2N <br />WN <br />4304 <br />m <br />NN <br />IWI <br />3N <br />403 <br />N73 <br />7N7 <br />N74 <br />IM <br />IWO <br />/N <br />2N <br />sm <br />4m <br />am <br />0132 <br />ml <br />4a (4S') PRECAST <br />i968 <br />MN <br />2m <br />no <br />4N <br />NN <br />7m <br />Nn <br />4'a (4r) PRECAST <br />783 <br />1300 <br />#a (4r) PRECAST <br />an <br />Nab <br />m <br />3Me <br />4m <br />NN <br />N» <br />m <br />4N <br />6113 <br />707 <br />NN <br />,aN <br />11N <br />INS <br />2N <br />30M <br />N76 <br />4m <br />6N <br />on <br />4'-0' (61) PRECAST, <br />150 <br />NN <br />2110 <br />Nat <br />37N <br />4m <br />SON <br />NN <br />44)• (64') PRECAST <br />F41 <br />501 <br />1073 <br />W-r (84') PRECAST <br />IMF <br />SO <br />2N7 <br />3m <br />NN <br />m1 <br />6m <br />21N <br />43M <br />6113 <br />MY <br />W2 <br />ION <br />116N <br />IN? <br />IND <br />VV <br />3m <br />4M <br />4711 <br />6m <br />SI' (64-) PRECAST <br />1217 <br />13N <br />/43 <br />t6N <br />eN <br />eta <br />eN <br />43N <br />VW (64.) PRECAST <br />411 <br />745 <br />" 1e49 PRECAST <br />Ate <br />/7 <br />sm <br />NN <br />3N <br />3N7 <br />4m <br />13N <br />3Na <br />SO <br />MT <br />7N <br />Rate <br />1710 <br />2m <br />3N <br />3N <br />3m <br />4NF-+V <br />PRECAST <br />1062t4N <br />1N7NeNN3N6N» <br />-10 P09 PRECAST <br />3 8 <br />818 <br />8-10 (70� PRECAST <br />m <br />tm <br />NN <br />SIN <br />NN <br />41NP0) <br />43N <br />nN <br />mm <br />NN <br />N <br />+N7 <br />I NN <br />I SO <br />3N7 <br />1 3011 <br />ON <br />8'd (7B') PRECAST <br />9011 <br />1N <br />217Y <br />3t1a <br />3N1 <br />37a7 <br />an <br />Net <br />ra (7B•) PRECAST <br />EST <br />n'! <br />400 <br />e'a M PRECAST <br />N <br />, <br />1 <br />93N <br />NI <br />,3N <br />21n <br />NN <br />en <br />eN <br />NN <br />N <br />11a7 <br />I 16N <br />mN <br />xno <br />I Nt <br />I »1z <br />(W) PRECAST <br />743 <br />,OH <br />Im <br />NN <br />23N <br />m313t <br />INS <br />Td (00•) PRECAST <br />4m634 <br />mTa <br />(90') PRECAST <br />IV <br />, <br />, <br />aw <br />m7a <br />Iml <br />1rN <br />IN/ <br />NN <br />am <br />6N7 <br />Sam <br />727 <br />12N <br />INS <br />o <br />201 <br />1 mu <br />an <br />914'11 PRECAST <br />( <br />N <br />1Na <br />ISW <br />2Nt <br />34N <br />Nw <br />m <br />(712') PRECAST <br />338 <br />512 <br />230 <br />W-' (11r) PREMA87 <br />m <br />7N <br />t <br />,4w <br />16 <br />21n <br />SO <br />m <br />INS <br />Ima <br />2N4 <br />WE <br />IMPd <br />an <br />WE <br />1314 <br />/eN <br />tN <br />I east <br />28141 <br />lad (128� PRECAST <br />476 <br />N <br />m <br />12n <br />2N <br />2777 <br />21D <br />N6 <br />10'd (126� PRECAST <br />284 <br />401 <br />180 <br />10'a (12S') PRECAST <br />m <br />673 <br />61a <br />/1M <br />1N <br />1 <br />2N1 <br />60 <br />INS <br />/N <br />NN <br />am <br />47N <br />N <br />N <br />11N <br />tm <br />Im <br />Nw <br />no <br />11L• 1 <br />( PRECAST <br />N <br />38 <br />1N <br />180 <br />34M <br />31n <br />4N <br />tPd (+9C) PRECAST <br />260 <br />462 <br />164 <br />17'1' (188� PRECAST <br />4w <br />Sat <br />N6 <br />NV <br />m <br />Ni <br />Im <br />m <br />Ne <br />1N <br />t6N <br />31N <br />NA <br />4aN <br />4M <br />m <br />t <br />,m <br />te13 <br />Imo <br />21n <br />Ira (TINT PRECAST <br />987 <br />6N <br />m <br />,2N <br />1N <br />21N <br />2N <br />eN <br />tra (144') PRECAST <br />2N <br />102 <br />197 <br />ira (I".) PRECAST <br />470 <br />4N <br />7N <br />N6 <br />, <br />1N <br />6N <br />m <br />Rex <br />1N <br />2IN <br />NO <br />NN <br />4N <br />N <br />w <br />Iw <br />33» <br />1>r�• (+ PRECAST <br />m <br />76e <br />1m <br />wN <br />1N <br />Ate <br />NN <br />1ST• (t!0') PRECAST <br />217 <br />324 <br />110 <br />18'i' (180� PRECAST <br />411 <br />3N <br />eN <br />7N <br />464 <br />1 <br />1m <br />m <br />7N <br />ta» <br />t4N <br />1N <br />33N <br />Nee <br />o <br />40 <br />1m <br />110 <br />w <br />,N7 <br />( PRECAST <br />14'a 1 <br />279 <br />424 <br />7N <br />IN2 <br />1N <br />fen <br />21D <br />NN <br />14'a (186� PRECAST <br />206 <br />293 <br />100 <br />11'a (1N') PRECAST <br />N <br />N <br />63a <br />7N <br />N <br />,27a <br />4a <br />»6 <br />INS <br />130 <br />1N <br />SIX <br />SN <br />4N <br />4N <br />717 <br />SM <br />IN7 ES <br />14'0 (17W) PRESTRESSED <br />NA <br />M <br />M <br />M <br />M <br />M <br />M <br />M <br />14'a (178� PRIG <br />N.R.2M <br />91 <br />14'd (17S') PRESTRESSED <br />N <br />316 <br />N4 <br />316 <br />6N <br />4N <br />m <br />NO <br />6N <br />m <br />tet <br />1137 <br />17N <br />NI <br />1N <br />tm <br />NN <br />NIf <br />2N7 <br />2N2 <br />16'�' (184� PRE87RESSED <br />N.R <br />M <br />Nt <br />NR <br />Nt <br />M <br />Nt <br />Pit <br />iSd• Vaq PREB1>iES891 <br />N.0. <br />269 <br />89 <br />ISW (1641 PRESit�ED <br />Nt <br />N <br />31 <br />as <br />44N <br />N6 <br />en <br />0 <br />7N <br />ett <br />1034 <br />14N <br />412 <br />»0 <br />INS <br />,7N <br />2N <br />Sao <br />Nt3 <br />ir4' PSI PRESTRESSED <br />NA <br />Nt <br />M <br />M <br />M <br />M <br />M <br />M <br />M <br />tr4' (20M) PRESTRESSED <br />N.R. <br />194 <br />84 <br />1T4' Wn PRESTRESSED <br />/n <br />,N <br />!N <br />3a1 <br />411 <br />m <br />M <br />7N <br />N <br />7N <br />t2N <br />m <br />1m <br />6N <br />No <br />is <br />feN <br />,w <br />eea <br />194' (282') PRESTRESSED <br />NR <br />N4 <br />M <br />Nt <br />Nt <br />M <br />Nl <br />Nl <br />19'-4' (29r) PRESTRESSED <br />N.R. <br />148 <br />62 <br />11mm mn PRESTRESSED <br />IN <br />7M <br />N <br />3N <br />3N <br />4N <br />4n <br />m <br />an <br />40 <br />M7 <br />m <br />INT <br />N <br />4N <br />7N <br />MR <br />I <br />1616 <br />Tm <br />214• (268� PRESTRESSED <br />N.R <br />1N <br />M <br />M <br />M <br />M <br />tN <br />M <br />21'�• (2S8') PRESTRESSED <br />N.R <br />125 <br />42 <br />21'�' (260") PRESTRESSED <br />,N <br />1N <br />3N <br />2N <br />767 <br />m <br />3N <br />6n <br />4N <br />m <br />N <br />N <br />MISS <br />,aN <br />IN <br />3p <br />N <br />N <br />1114 <br />13N <br />wN <br />2ra (284) PRESTRESSEDN.R <br />Nt <br />NR <br />NR <br />to <br />Nt <br />"It <br />1N <br />27-V (2641 PRESTRESSED <br />N.R. <br />116 <br />40 <br />2rd (H') PRESTREEM <br />1n <br />1n <br />/n <br />m <br />N6 <br />N <br />m <br />m <br />4N <br />N <br />N <br />N <br />6N <br />N <br />3t6 <br />3N <br />7N <br />1N7 <br />teN <br />INS <br />2Xa Mn PRESTRESSED <br />N.R. <br />"" <br />MI. <br />M <br />M <br />M <br />M <br />M <br />24'a Mn PRESTRESSED <br />N.R.91 <br />33 <br />W-W (2N') PRESTRESSED <br />tN <br />IN <br />Sp <br />m <br />N7 <br />310 <br />3N <br />40 <br />4w <br />NSj <br />m <br />79Y 4 <br />637 <br />m <br />tN <br />f6o <br />430 <br />6N <br />6N <br />1Nx <br />1N2 <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 />RESAR. <br />ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY2015 EDITION - PRECAST PRODUCE BY WHERE TO MEET OR E>MED VALUES STATED ABOVE <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM P OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 160726.03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4' = V-0" <br />1441 N. RONALD REAGAN SL <br />LONGWOOD, FL 32760 <br />PH:407-774.6078 <br />FAX: 407-774-4078 <br />wwwsbtl6signgroup.00m <br />L AA #: 0003326 <br />i <br />$XMDIV. ae LoT. <br />SILVERADO <br />LOT 19 <br />BILK 18 <br />PROJECTtjt <br />04128.002 19181 <br />MODELa <br />4EHB <br />f12605-HAYDEN" <br />GARAGE 8WMG: <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />50 MPH EXP.19 <br />