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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) 1Od x 1 1/2" HOG NAILS. <br />SMALL JACKS - 9' MAY BE NAILED W (10)d x 1 10 HDG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 12" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ I Od 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 REVIEWAND <br />APPROVAL. <br />9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 POS36, A 77" " x 2 7/8" LONG, WITH WASHER Q 18" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WILLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM a-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />DEBT IFTION <br />REMARK <br />1O <br />(2)2" <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / TO, - TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL T.O.A =TOP OF ARCH IT.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 />(rc <br />SIZEREMARKS <br />REINFORCEMENT <br />STIRRUPS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />8131 <br />MASONRY <br />3000 <br />8x8 <br />1)25 <br />N/A <br />GROUTED30L6 <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 />S" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />�4-0-- <br />4 <br />SAPUP <br />LOAD <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />m <br />"'a <br />wan <br />roo <br />sum <br />0460 <br />mem <br />r" <br />own <br />wwa <br />*we <br />"" <br />pwo <br />SM48 <br />rm <br />TYPE <br />LENGTH <br />8U0 <br />W0 <br />RCMU <br />TYPE <br />LENGTH <br />OIa1T <br />wtl.A <br />iMS4T <br />amber <br />&PN4T <br />awer <br />aP201T <br />emu <br />ew44T <br />aw/er <br />IRaiT <br />wafer <br />OMIT <br />l wu <br />rr On PPECABT <br />2281 <br />M <br />Ate <br />a" <br />a" <br />m <br />m <br />lowm <br />rr N2') PRECAST <br />1926 <br />1094 <br />tWe <br />@d (42'1 PREGIBT <br />m <br />m <br />4m <br />m <br />m <br />m <br />m <br />4m <br />an <br />7w <br />m <br />m4 <br />nm <br />m <br />m <br />wL <br />41196 <br />m <br />m <br />7m <br />4d MPR181A0i <br />t900 <br />m <br />sm <br />m <br />m <br />m <br />iw <br />m <br />4ti0' PR1�CA0'T <br />M1609 <br />4W (40') PRF,G6T <br />m <br />Lai <br />m <br />m <br />4"0 <br />= <br />m <br />m <br />4m <br />6118 <br />Fla <br />m <br />Im <br />llm <br />m <br />m <br />m <br />m <br />4M <br />m <br />OM <br />4,r (649 PFEC1187 <br />1®9 <br />m <br />2110 <br />m <br />m <br />4Y6 <br />we <br />m <br />41P (�") PRFA:AB'T <br />W2 <br />On <br />1070 <br />4'r *4 PR9OAST <br />fm <br />m <br />7wr <br />m <br />4m <br />m1 <br />we <br />21w <br />4rn <br />$119 <br />Mal <br />IM <br />tm <br />11w <br />IL7 <br />m <br />2w <br />em <br />40a <br />m1 <br />wn <br />@+r 0M9 PREQA67 <br />1217 <br />nomal <br />lw <br />m <br />m <br />m <br />410 <br />@r (M') PRBCAV <br />411 <br />411 <br />746 <br />F-C (04') PRBG187 <br />lm <br />1n <br />m <br />m <br />m <br />m <br />4m <br />1w <br />m <br />m <br />Tea <br />t <br />tw <br />I7u <br />m <br />m <br />m <br />m <br />m <br />@-07 (10� PR�ABT <br />10� <br />two <br />lira <br />Im <br />m <br />m <br />m <br />ef16 <br />@-ta' (70'j PRECAST <br />8/0 <br />3� <br />878 <br />@-0a' (70� PRECAST <br />m <br />I <br />m <br />m <br />m <br />NL <br />t4m <br />m <br />4w <br />� <br />m <br />w <br />Iw <br />m <br />m <br />3W <br />m <br />4tL <br />No (m9 PRWABT <br />ON <br />iw <br />LA <br />m <br />m <br />Im <br />4w <br />m <br />0,d. (7@) PRBCJIBF <br />Wr <br />721 <br />490 <br />@r <br />M. <br />m <br />an <br />at77 <br />m <br />m <br />m <br />1Lej„ <br />m <br />Iw <br />Im <br />m <br />m <br />m <br />An <br />rr (90') PRFf.As7 <br />740 <br />tat <br />1171111 <br />m <br />m <br />MEN <br />rr On PRBd08T <br />424 <br />534 <br />206 <br />rr PaECAEr <br />tat <br />fm <br />m <br />m <br />m <br />efv <br />Wit <br />7a <br />Im <br />tw <br />m <br />Imes <br />zm <br />tmt <br />W-r JIM PRBOW <br />664 <br />m <br />1f" <br />Im <br />m <br />m <br />m <br />a-C (1+ PRECAST <br />820 <br />612 <br />260 <br />rr t P <br />w <br />706 <br />/ <br />m <br />m <br />tm <br />m <br />m <br />m <br />m <br />w <br />m <br />Im <br />fw <br />Im <br />m <br />2ew <br />tar (120'J PRt:CA81' <br />470 <br />w <br />w <br />La <br />m <br />m <br />m <br />tad' (120) PIWCABT <br />204 <br />401 <br />1W <br />tad (12D� PRECA6T <br />w <br />m <br />w <br />f <br />m1 <br />w <br />flee <br />m <br />m <br />m+ <br />4M <br />w <br />m <br />Im <br />w,t <br />1m <br />m <br />m <br />114' (t9e") PRt1G6T <br />hex <br />w <br />w <br />M1 <br />Iw <br />2m <br />im <br />m <br />1/J' p20") PRECAOT <br />2W <br />462 <br />164 <br />11'.4' (100� PREC/L9'T <br />a4 <br />w <br />1w <br />17a <br />m <br />w <br />Iw <br />Iw <br />m <br />LA <br />41ee <br />w <br />w <br />Im <br />WAN <br />m <br />trr (iM� PRECAST <br />667 <br />w <br />m <br />tw <br />Im <br />m <br />m <br />m <br />1rd (tM PRtICAn <br />244 <br />402 <br />187 <br />ird (1447 PfIBC/18T <br />470 <br />40 <br />7L <br />w <br />1 <br />f01 <br />w <br />m <br />tw <br />Iw <br />m <br />m <br />m <br />as <br />m <br />w <br />m <br />1@r 116D� PR6CA6T <br />206 <br />m <br />701 <br />1m <br />140 <br />Me <br />m <br />m <br />1e r (IOn PRIBMW <br />217 <br />324 <br />110 <br />104- (1Wj PREG18i <br />40 <br />w <br />OFF <br />m <br />w <br />1 <br />1m <br />m <br />m <br />tw <br />Im <br />m <br />m <br />m <br />m <br />40 <br />70 <br />Im <br />Iw <br />u'd (tad P,iECAST <br />279 <br />4M <br />M <br />m <br />INN' <br />Im <br />2W <br />m <br />/fr (IW) IFFinaw <br />206 <br />203 <br />t110 <br />u'd dOn PREG9T <br />m <br />m <br />m <br />IN <br />m <br />Im <br />4w <br />7L <br />Iw <br />Im <br />Im <br />2m <br />m <br />46 <br />40 <br />7a <br />m <br />1 <br />+w <br />trr (tTB� PREdIRE88ED <br />NA <br />M <br />M <br />M <br />M <br />M <br />/4'r (179') PRT2' m m <br />NA <br />294F12 <br />/4'r (170') PR�pm <br />m <br />m <br />w <br />m <br />m <br />m <br />WE <br />m <br />m <br />I <br />m <br />I <br />Ita <br />Im <br />m <br />m <br />f"6 <br />tm <br />m <br />>m <br />"12 <br />t@r (iO4� PREiTREBOED <br />NR <br />M <br />M <br />M <br />M <br />I" (1607 FR®IP[tlW <br />NR <br />260 <br />I@4' (100') P <br />m <br />m <br />Li <br />w <br />4M <br />w <br />m <br />m <br />m <br />w <br />4" <br />Ile <br />tm <br />Im <br />m <br />m <br />me <br />7rr p00� PRES171EBm <br />NR <br />M <br />M <br />M <br />M <br />M <br />nl <br />+rr MnPREA7Rdm <br />N.R. <br />194 <br />Ine p " PAE{imm <br />11/ <br />m <br />m <br />w <br />m <br />m <br />LI <br />m <br />w <br />71a <br />nm <br />m ee <br />I'm <br />w <br />m <br />w <br />Im <br />m <br />m <br />La <br />Tad' Mn PRENREBM <br />NA <br />M <br />M <br />M <br />M <br />M <br />M <br />tad' Mn PRO Kmow <br />NR. <br />140 <br />tar (t12') PseIi 00Nm <br />m <br />m <br />M. <br />4a <br />as <br />ea <br />7a <br />4L <br />m <br />1m <br />/m <br />1m <br />1710 <br />w <br />toe <br />m <br />w <br />4>• <br />m <br />m <br />m <br />w <br />w <br />w <br />m <br />m21'r <br />mn PREStllam <br />NA <br />M <br />M <br />M <br />M <br />M <br />nV P00') PRR1R®m <br />NR. <br />125 <br />2T4' PM FW11TIMIND <br />w <br />m <br />m <br />m <br />m <br />1L <br />m <br />w <br />m <br />1114 <br />tw <br />Iw <br />2rr p94') PWREM <br />NA <br />M <br />M <br />M <br />M <br />M <br 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ARE TO BE 0111TALIED PER MANWACTURES SPECIFICA710N8 -PROVM MINIMIIMW OF IFAR61G PART EACH 010E OF WINDOW OP13" <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E. C.P. CORPORATION-CASTECRETE <br />DIVISION ACCEPTANCE* 1"126.03 <br />�'� _____ BF18-1TroMroB--------- —Sne-1T-- ---------------1 TI-----__--m 1 <br />1 ♦♦♦ 2 i 1 <br />1� ♦ � I 1 <br />Im ♦♦ N � 1 <br />1u7 ♦_ <br />I <br />1 <br />1 <br />♦ <br />♦ <br />I <br />♦ <br />1 <br />1 <br />1 <br />♦♦ <br />I <br />1 <br />1 <br />♦♦ <br />i <br />1 <br />1 <br />1 <br />♦♦Y <br />I <br />1 <br />I <br />1 <br />1 <br />1 <br />I <br />1 <br />I <br />1 <br />1 <br />1 <br />I <br />1 <br />I <br />1 <br />I <br />1 <br />I <br />1 <br />� <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />NO, PROVIDE B81 WHERE <br />ROOF TRUSSES BEAR, TOP <br />I <br />i <br />OF WALL EL. 8'-W, UNO. <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />I <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />♦♦♦ <br />op <br />i <br />♦ <br />♦♦♦ <br />L - - - - - J <br />1 <br />1 <br />' <br />♦♦♦ <br />I <br />I <br />I <br />1 <br />I <br />o <br />1 <br />1 <br />I0 <br />♦ <br />4* <br />� 1 <br />1 <br />I <br />1 <br />I TroMi08 <br />1 <br />1 1 <br />1 1 <br />BF18-1T/OMroB 8F8- I 8F28-1T/OM/OB ; <br />0 1TroMroB <br />--I r.--w--Lw----------------- <br />.1 <br />L---------J <br />LIFT BEAM PLAN <br />SCALE: 1/4" - V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdosoWoup.com <br />L AA M: 0003326 , <br />h <br />�QB <br />'q <br />� <br />Z <br />O <br />1Wu°a <br />aWll <br />n <br />11p <br />USIDIV. &L/OT <br />SILVERADO <br />LOT #59 <br />BLK #06 <br />no mQTp <br />4 00 —5906 <br />HODmLe <br />4EAB <br />1672- ARIA" <br />GARAGm ®VIMM <br />RIGHT <br />PA,Sm1 <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />50 MPH EXP. <br />n <br />