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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) 1 Od x i ire HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 1 Od x 1 IQ"HOG NAILS, <br />WOOD TO WOOD: <br />USP RT18A OR LUGT2 IN/ 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 MATCH CONNECTOR FINISH. <br />S. 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 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 P8S36, .177" ' x 2 7/8" LONG, WITH WASHER (M10" 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 UNTEL I T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, OIC = ON <br />CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(rc <br />psi) <br />SIZE <br />WXK <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3000 <br />8.8 <br />1 a'5 <br />NIA <br />GROUTED SOUD <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 />SAFE UPLIFT LOADS FOR <br />8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />r�— <br />SAFE <br />PS °� <br />�N� <br />SAFE <br />LOAD -POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />rswI <br />r,a41 <br />rlsal I <br />w"I <br />I <br />ram Iw%a <br />TYPE <br />LENGTH <br />" <br />mm <br />TYPE <br />LENGTH <br />r►1T <br />rear <br />/T <br />rear <br />SIT <br />rnar <br />Nun <br />r14ar <br />�'tt <br />rAW <br />r1►,T <br />rear <br />/psai <br />ra/r <br />3 r (41') PRECAST <br />2231 <br />3W (421 PRECAST <br />102E <br />19G4 <br />IM <br />8'r (� PRECAST <br />Iw <br />M <br />MIN <br />4M4 <br />1w <br />OW <br />70H <br />wt <br />w1 <br />na <br />4M <br />wt <br />Ma <br />IM <br />4%W (46') PRECAST <br />ta16 <br />Pr (4n PRECAST <br />7a6 <br />763 <br />13DO <br />wr on PRECA6'T <br />an <br />m1 <br />w1 <br />3M <br />4w <br />m <br />we <br />11111 <br />MN <br />r11 <br />s11 <br />400 <br />r91 <br />40n <br />4'r (64') PREGI6T <br />1aa9 <br />fr On PRECAST <br />662 <br />89t <br />1073 <br />4'r Pin PREOW <br />Ir/ <br />AM <br />VV <br />ma <br />4w <br />m, <br />sw <br />aw <br />am <br />rw <br />11a <br />4m <br />m, <br />an <br />6'r (M') PRECAST <br />m7 <br />6-4' (64') PRECAST <br />411 <br />411 <br />746 <br />F-C (94') PRWAST <br />10M <br />i <br />an <br />1w <br />an <br />art <br />4w <br />1M1 <br />,m <br />me <br />1N1 <br />1w <br />at", <br />4w <br />F--10' (70") PRECAST <br />ta9x <br />B-Ir (7n PRECAST <br />340 <br />m <br />a16 <br />F10' (TO") PRECAST <br />w <br />11010.1 <br />M <br />� <br />Me <br />47� <br />w <br />,w <br />M11 <br />ws <br />ON <br />1w <br />Ns1 <br />da' (7n PRECAST <br />sa• (In PRECAST <br />WT <br />721 <br />490 <br />sr (79') PRECAST <br />w <br />f0M <br />w <br />iw <br />Im <br />w/ <br />sm <br />AN <br />am <br />rr l9D'1 PRECAST <br />74a <br />rr On PRECAST <br />4211 <br />534 <br />30 <br />rr MI PRECAST <br />W. <br />w <br />t11t <br />102 <br />u <br />w1 <br />Sr (t12") PRECAST <br />V-C (112') PRECAST <br />676 <br />612 <br />220 <br />01-C (Hn PRECAST <br />W <br />w <br />Ills.,r <br />w <br />w <br />Im <br />4 <br />am <br />104' (t2a') PRECAST <br />4Ta <br />W-C (12n PRECAST <br />254 <br />401 <br />16D <br />tar (17n PRISAST <br />w <br />w <br />w <br />sIt <br />w <br />w <br />11r <br />a <br />N-1 <br />xw <br />1/4• (13n PREGIBT <br />2Q <br />t1 �• (13n PRECAST <br />260 <br />492 <br />164 <br />H4• (tx7 PREy16f <br />474 <br />401 <br />w <br />,m4M <br />w <br />0" <br />amt7r <br />(1M7 PRECAST <br />ab7 <br />I" 04C) PRECAST <br />2M <br />402 <br />IV <br />17r (14n PRECAST <br />4A <br />w <br />rat <br />,w4n <br />w <br />M4 <br />m1Na <br />17�' (Ian PRECAST <br />216 <br />lIVW (Ian PRECAST <br />217 <br />324 <br />110 <br />t34' (/60') PREGBT <br />w <br />LOT <br />,w <br />w <br />4M <br />w <br />It! <br />H1 <br />11pq <br />11r all <br />t4'r Mn PRECAST <br />279 <br />t41V (tab') PRECAST <br />206 <br />233 <br />100 <br />wr (tm7 PREJIBT <br />ON <br />w <br />w <br />rM <br />w <br />4" <br />m <br />m <br />Im <br />I <br />, <br />14'r (17n PREA71E9� <br />NA <br />144r (IN) PAWMM <br />NA <br />294 <br />N <br />Nr (17n PREETiiSd® <br />w <br />w <br />m <br />w <br />w <br />w <br />to <br />w <br />w <br />, <br />w <br />1M <br />194• (tM PRi81RBBBEC <br />NA <br />1B4• (1a4•) PIE871� <br />NA <br />20 <br />SS <br />I" (I$" PRE6IREBBBD <br />m <br />w <br />m <br />w <br />r <br />w <br />r <br />w <br />w <br />m <br />I;N <br />1r-r QOP) PRu <br />NA <br />174• X" PRIETN� <br />NA <br />194 <br />94 <br />1" mm PRESTRE� <br />10 <br />In <br />WIN <br />w <br />4a <br />w <br />w <br />7s <br />ISW 1'n "GAIMMED <br />NA <br />148 <br />62 <br />164• Wn P <br />IMm <br />IM <br />w <br />so <br />w <br />w <br />M, <br />w <br />1 <br />21LC Wn PRESTRESSED <br />NA <br />214' "n PR1ETIi41lW <br />N.R. <br />12S <br />42 <br />mw par) PREnom <br />12 <br />VA <br />am <br />m <br />1r <br />1n <br />orm <br />I... <br />w <br />w <br />w <br />M <br />11" <br />27r (a9n RAS31 <br />NA <br />22t0' mm PR�TNE60® <br />NA <br />116 <br />40 <br />nw mIn PRtBlwmm <br />to <br />1A <br />w <br />411 <br />w <br />w <br />m <br />1M <br />m <br />In <br />w <br />7r <br />w <br />4,1 <br />w <br />4M <br />w <br />Or <br />24b pa9� PRE/R <br />NA <br />�`� �� PREBI <br />NCR' <br />b1 <br />33 <br />tar pab� PR�iR[C+aBD <br />y4 <br />w <br />m <br />w <br />rp <br />w <br />yr <br />w <br />40 <br />w <br />w <br />wt <br />tm <br />IN THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE PERCENT <br />ADDED <br />REBAR. <br />(0) THE <br />REDUCTIONS <br />NUMBERS <br />IN PARENTHESIS <br />FOR GRADE <br />40 <br />ARE <br />FIELD ADDED <br />PERCENT <br />REBAR. <br />-ALLVALUESTAKEN FROM'SAM LAIRD TABLES' BY GSTCREIE MAY 2016 EDITION • PRECAST PRODUCTS BY OTHERS TO MEETORD(C� VALUER STATED ABOVE <br />-ALL PREOWPROW LTS ARE TO SE INSTALLED PER MANUFACTURES SPE2F"TION9 • PROV9)E M9MRlM C OF BEAR910 PAST BACN SIDE OFVANDOWI OPBM <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.CP. 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RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesWooup.com <br />AA M: 000332E <br />-, <br />L <br />a <br />$ <br />-t <br />m <br />� <br />4 <br />0 <br />aiJmm ae WE <br />SILVERADO <br />LOT #9 <br />BLK" #18 <br />3pnoj pm <br />04128.00 9 <br />MODW- <br />4EBB <br />111828-CALL" <br />GAPAGZ E17TIDTG1 <br />RIGHT <br />PAGW. <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />