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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 HTA16 W/ (9) 10d x 1 12" HOG NAILS, <br />SMALL JACKS < 9' MAY BE NAILED VIP (10)d x i 12" HDG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 1 Od x 1 12" HDG NAILS, <br />WOOD TO WOOD: <br />USP RTI6A OR LUGT2 W/ IOd x 1 12" 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 />e. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. UNTELS 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 WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND <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 P8S3e, .177"' x 2 7/8" LONG, VITH WASHER H1p 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 />BDE:e`R�1Fa90N <br />REMARK <br />1O <br />(2) 2X6 <br />BEAM SCHEDULE <br />RUMWI 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, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT <br />MARK <br />DESCRIPTION <br />(ps0 <br />wxH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBt <br />MASONRY <br />3000 <br />8x18 <br />(1)#6 <br />(1)#fi <br />N/A <br />GROUTED SOLID <br />BB2 <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 LOADS <br />8" PRECAST & PRESTRESSED <br />FOR <br />U-LINTELS <br />I <br />SAFE UPLIFT LOADS FOR <br />S" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />4fa2�6S6S <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />4faFGee1\ <br />SA <br />P LFOAD <br />SAFE <br />LOAD •POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />mo <br />wsa <br />*vm <br />01005 <br />evlta <br />ensa <br />sa{4s <br />TYPE <br />LENGTH <br />eUS <br />FtCOe! <br />TYPE <br />LENGTH <br />+ <br />wMT <br />Wa4yr <br />sM1T <br />1 2He4T <br />ONa/T <br />1 wo m <br />as4tt <br />2r3t,Tr <br />M2F17 <br />wuv <br />41ast7 <br />tg22t <br />own <br />Irish <br />etaau <br />wa1B <br />ap64-te <br />M�R•te <br />wom <br />rr (42) PRECAST <br />a3+ <br />ew <br />aN <br />am <br />mmM <br />2w <br />low <br />Yr On PRECAST <br />t9E6 <br />IM <br />IM <br />rr (4T) PRECAST <br />m <br />m <br />4w <br />m <br />OW <br />tat <br />M4w <br />919 <br />MI <br />IM <br />ON <br />Ifw <br />tw <br />2w <br />am <br />4w <br />Ra <br />am <br />TRt <br />{-0' ({a') PRECAST <br />190 <br />1 <br />4w <br />ew <br />76e4 <br />nm <br />{'� (w) PRECASTM <br />M1309 <br />4•r Sal PRECAST <br />tw <br />2w <br />as <br />INS <br />4M <br />o <br />eon <br />as <br />4w <br />etn <br />ma <br />am <br />Nmt <br />floor <br />tw <br />am <br />m <br />sN <br />4m <br />ew <br />mn <br />4'r M PRECAST <br />n99 <br />lw <br />2110 <br />w1 <br />am <br />451111 <br />GM <br />ON <br />W4r (IN -)PRECAST <br />me <br />891 <br />ion <br />4'-8' 1e+9 PRECAST <br />NOT <br />ma <br />am <br />05 <br />4w <br />mt <br />an <br />nM <br />4ae <br />nn <br />MIT <br />M2 <br />MM <br />Iiw <br />"m <br />s o <br />am <br />m6 <br />4m <br />4r1 <br />an <br />ar iK9 PRECAST <br />7217 <br />Na <br />"a <br />m <br />Ma <br />am <br />MaN <br />a�' (e49 PRECAST <br />471 <br />NI <br />746 <br />e�' 1�9 PRECASTnn <br />tw <br />m <br />an <br />2w <br />wr <br />2w <br />4w <br />lw <br />2w <br />MTa7 <br />1M <br />tTn <br />mO <br />sm <br />no <br />2w <br />4SR <br />a-16' 001 PRECAaT <br />1082 <br />lice <br />HT! <br />m <br />mno <br />m <br />wo <br />97a (m') PRECAST <br />340 <br />389 <br />6+e <br />6aP (M PRECAST <br />w <br />sw <br />m4= <br />ton <br />m4w <br />n <br />roe <br />w <br />/w <br />tom <br />ar <br />I elm <br />>m <br />1 41311 <br />yr T7e7 PRECAST <br />9oe <br />it" <br />wor <br />� <br />V4F (M PRECAST <br />SIT <br />mno <br />" (W) PREP <br />tm <br />n <br />Mamie <br />sail <br />am <br />s <br />I /4m <br />I lw <br />ar <br />am <br />m <br />ms <br />Tr M PRECAST <br />743 <br />*if <br />IM <br />2w <br />2w <br />am <br />Miff2116 <br />Tr Mn PRECAST <br />431 <br />04 <br />3113 <br />Tr MPRECAST <br />Rm <br />3w <br />111111 <br />Va <br />flel <br />NO, <br />at eMp <br />m <br />t77c <br />I fw <br />a26 <br />us <br />AV <br />m <br />as (112') PRECAST <br />e6{ <br />w <br />,la <br />to <br />2w <br />241e <br />$m <br />2w <br />al (112) PREG6T <br />S78 <br />612 <br />NO <br />ar H129 T <br />w <br />7a <br />1 <br />2faaft <br />tw <br />N <br />eat <br />21m <br />w <br />w <br />taN <br />tw <br />tw <br />2a/ <br />ON <br />mr (12n PRECAST <br />47o <br />w <br />w <br />aw <br />2w <br />mT <br />2fm <br />as <br />tar (t18� PRECAST <br />NI <br />401 <br />7S0 <br />tar (126� PRECAST <br />w <br />en <br />w <br />, <br />2m <br />w <br />"0 <br />>d <br />s <br />2N1 <br />w <br />w <br />Ha <br />ton <br />tw <br />as <br />2ON <br />tt'a' pw) PRECAST <br />ae2 <br />w <br />«s <br />1w <br />N <br />3m <br />sm <br />4ao <br />„ j. n PRECAST <br />No <br />4e2 <br />1e4 <br />N i' n3R9 PRECAST <br />m <br />w <br />w <br />"m <br />"a <br />w <br />M. <br />aee <br />INTO <br />2m <br />31V <br />4w <br />M <br />w <br />1w <br />n160 <br />21m <br />1rr (+469 PRECAST <br />227 <br />ea <br />at <br />tw <br />am <br />2M <br />2w <br />1rr (144') FR6WT <br />N4 <br />402 <br />137 <br />trr (141n PRECAST <br />4n <br />4a <br />TM <br />w <br />1 <br />tw <br />eN <br />w 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E.C. P. CORPORATIONCASTE-CRETE <br />DIIASIONACCEPTANCE* 1"128.03 <br />b <br />'7 f <br />LL <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = V-O" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FA%:407-774.4078 <br />www.Rbde&WWoup.wm <br />L AA M: 0003325 <br />L2 <br />I <br />MEN <br />t <br />� <br />QQ <br />I <br />V <br />iniL <br />3atrmm a9 IAOat <br />SILVERADO <br />LOT #17 <br />BLK #07 <br />aonwTio <br />4 —771 <br />MOD1BL, <br />4EHB <br />"2605— HAYDEN" <br />Gw�wG10 ewurG: <br />RIGHT <br />PAGIM <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />50 MPH EXP, <br />03/11/19 <br />DCAMM 1/4"=1'-0" <br />amix= <br />s2 <br />