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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 HTA1S W/ (9) 1 Od x 1 1/2" HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W (10)d x 1 1/2" HDG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 1 Od x 1 1Z HOG NAILS, <br />WOOD TO WOOD: <br />USP RT18A OR LUGT2 W/ IOd 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. UNTELS 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 (C). <br />S. 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 HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P81336, .177" " x 2 718" LONG, WITH WASHER a 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 a-0", FINISH FLOOR, UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />(� <br />REMARK <br />O <br />(2) 2XS <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / T.O.A = TCP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.ES. = FROM EACH SUPPORT, T.O. =THROUGHOUT <br />MARK <br />DESCRIPTION <br />(rc <br />psi) <br />SIZE <br />wXH` <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />SB1 <br />MASONRY <br />3000 <br />axle <br />(1)#e <br />(1)45 <br />N/A <br />GROUTED SOLID <br />B62 <br />MASONRY <br />3000 <br />Sxe <br />EE <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 />8" <br />PRECAST <br />& PRESTRESSED <br />U-UNTELS <br />`IMt`GM69 <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />`IMs�a696 <br />SA <br />P LOAD <br />0-0-- <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />RM <br />MM <br />MtfM <br />4FMOi <br />M1aM <br />MMa <br />Mafia <br />MaaOa <br />TYPE <br />LENGTH <br />SUS <br />ROMU <br />LENGTH <br />TYPEI-IT <br />MI24T <br />Mp,1f <br />~T <br />M1arr <br />Mi1T <br />M10re <br />MWIT <br />Mawr <br />Min <br />Marl <br />Mao? <br />Harr <br />r4' (4T) PRECAST <br />2281 <br />n6" on PRECAST <br />I= <br />I= <br />1696 <br />slr (1Y) PRECAST <br />MM <br />all <br />w, <br />m <br />ape <br />. <br />aM <br />eM, <br />4w <br />SIR <br />m <br />pal <br />W4P (46i PRECAST <br />IRS <br />W-W M PRICA6f <br />7ES <br />TIM <br />1309 <br />4'4' (41* PRECAST <br />as <br />7010 <br />ISO <br />4R0 <br />MM <br />IWa <br />MM <br />m <br />aM <br />wo <br />m <br />Mn <br />44" (SC) PRECAST <br />1699 <br />4W (e49 PRECAST <br />RS <br />EST <br />1076 <br />4%r (�9 PRECAST <br />Mn <br />aM <br />4711 <br />Mn <br />toN <br />rJaT <br />ssM <br />4Me <br />4H1 <br />spaS4' <br />(849 PRECAST <br />1211 <br />Ir-C (MC PRECAST <br />411 <br />411 <br />146 <br />�4' (649 PRECAST <br />MO <br />aM <br />a,M <br />MM <br />3M <br />M a <br />S--,a' (m PRECAST <br />1062 <br />S-1P (m PRECAST <br />340 <br />330 <br />016 <br />940' M PRECAST <br />sM <br />Iwd <br />3180.1 <br />2mj <br />8W <br />MA <br />41M <br />w <br />1M7 <br />I SIR <br />I MIN <br />I 3W <br />I tm <br />1 411111 <br />S4' (>'9'1 PRECAST <br />909 <br />E4' (W) PRECAST <br />007 <br />721 <br />490 <br />ow (799 PRECAST <br />m <br />on <br />,W <br />I im <br />f apo <br />I Sao <br />1 Sal <br />1 ap <br />r4" 616'1 PRECAST <br />74i <br />r4' P" PRECAST <br />424 <br />614 <br />366 <br />r4' on PRECAST <br />aW <br />77# <br />ps, <br />I 1M, <br />I m <br />Iape <br />aW <br />me <br />V-C (112') PRECAST <br />as' (/12-) PRECAST <br />SM <br />512 <br />260 <br />9R (1129 PRECAST <br />i <br />7M <br />1 <br />aw <br />4N <br />w <br />I wa <br />I Im <br />pM <br />aw <br />am <br />IWW (12r) PRECAST <br />476 <br />tas (124) PRECAST <br />2M <br />4m <br />teo <br />194• (1TD') PRECAST <br />m <br />m <br />aR <br />, <br />1 <br />all <br />MO <br />m <br />Ims <br />I= <br />IRS <br />Mee <br />aw <br />1T4' 267 PRECAST <br />p <br />30 <br />11'j' nSP) PRECAST <br />2110 <br />462 <br />184 <br />1,t4' (ue� PRECAST <br />fin <br />ten <br />174r r«i PRECAST <br />667 <br />11'-0' (tMy PR6C16T <br />2M <br />492 <br />tBt <br />17-0' (1449 PRECAST <br />4m <br />w <br />fin <br />w <br />s,D <br />ton <br />I" (16n PRW ABT <br />m <br />ISW (18n PRECAST <br />217 <br />324 <br />110 <br />IXI (IWI PRECAST <br />49 <br />Mn <br />40T <br />Ta <br />M4 <br />1 <br />w <br />w <br />TM <br />tw <br />1MJ <br />/44' (106") PRECAST <br />279 <br />14O ry69� PRECAST <br />206 <br />29S <br />100 <br />W-V (1SS) PRECAST <br />IN <br />w <br />w <br />w <br />tao <br />456 <br />m N <br />pa <br />1 <br />pM <br />144' (176') PRE <br />NA <br />1444' (176� PWIRBM <br />NA <br />264 <br />91 <br />1as (IM PRESTRESSED <br />ap <br />aN <br />w <br />w <br />I MA <br />m <br />w <br />w <br />w <br />11M <br />,la <br />16�1' r647 PRES11�16D <br />NR. <br />Tar (18" PRESTRESSED <br />NR <br />209 <br />a <br />Irw mr) P11ES11 <br />aM <br />sM <br />sp <br />w <br />w <br />ap <br />0 <br />aM <br />w. <br />M, <br />,aa <br />/r-4 Mn PRE <br />NA <br />1r4' � PRESTRESSED <br />NR <br />194 <br />04 <br />tr-4 am PRESIII mom <br />w <br />1M <br />w <br />10s <br />w <br />w <br />m <br />No <br />w <br />w <br />1aA <br />m <br />1w <br />we (202') PRESTIta6ES <br />MA <br />1a-' Mn PRESTRFESES <br />N.R. <br />149 <br />W <br />1a4' (Z n PRES71 0 <br />w <br />W <br />as <br />m <br />w <br />w <br />4w <br />w <br />w <br />sH <br />w <br />Tor <br />lw <br />21'd' gm PR66REB9® <br />MR <br />2C4' OW) PRESTR� <br />NR <br />IS <br />42 <br />21i' 066") PRBVMM <br />IQ <br />to <br />7M <br />m <br />W <br />in <br />M. <br />w <br />w <br />fe1 <br />Me <br />Of <br />w <br />Im <br />W4" �7 PREMEM <br />N L <br />274' G649 PNOTROM <br />NA <br />118 <br />4D <br />2FW (2649 AlSontERM <br />w <br />W <br />SR <br />Na <br />w <br />so <br />w <br />W <br />m <br />w <br />m <br />Ala <br />aM <br />w <br />2E4' pN') PRESTA101B® <br />NR <br />W-W 08" PRESrm= <br />NR <br />91 <br />ES <br />9R0" Pon PRESIRIIIFD <br />w <br />w <br />ap <br />w <br />sM <br />W <br />m <br />to <br />w <br />w. <br />w <br />w <br />— <br />>w <br />(#) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE PERCENT <br />ADDED <br />REBAR. <br />(#) THE <br />REDUCTIONS <br />NUMBERS <br />IN PARENTHESIS <br />FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />RESAR. <br />•ALLVALUEBTAXIN FROM SAFE LOAD TAUSS' EY CASTCRETE MAY WIS EORWN •PROCAST PRODUCTS BY OTIiRSTO MEET OR 67�E♦IDVALUE9 STATSO AIM <br />•ALL PRECASTPRODUCT6 ARE TO BE WSTALLED PER MMAJFACTURM SPIGFICATIONS •PROVIOI 60MRM COP SEMMS PAST EACH SCE OF WNOOW OPSNSA <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: l"12&03 <br />�0�06170�� <br />0000mo� <br />ODE�000 <br />!0�0000� <br />©m00000 <br />00006�00 <br />mm00000 <br />0000�00 <br />m©ov©vv <br />00�6�0©0 <br />ooam000v <br />00000 <br />0©0�000 <br />000©000 <br />a�oo©000 <br />oos�0000 <br />©OQQa�00 <br />males <br />oos�m <br />a�a>7�00�0 <br />©000000 <br />o©000a�o <br />m00000m <br />©�00000 <br />a�000000 <br />a�a000c�om <br />©00©00 <br />�00©®�0 <br />©©©ooaL�o <br />n <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE:114". V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONOWOOD, FL 32760 <br />PH: 407-7744076 <br />FAX: 407-774.4076 <br />www.abdesigngroup.eom <br />AA S: 0003325 <br />At <br />0 <br />lip <br />x <br />QQ <br />aysD:v. 4k IAT1 <br />SILVERADO <br />LOT #61 <br />BLK. #6 <br />FRO TIP <br />04128,002-61061 <br />1tODEIt <br />4EHB <br />"2605- HAYDEN" <br />0A1CAd>i 0117rE?Tds <br />LEFT <br />PACiQs <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />DATM <br />3/11/19 <br />aisamT <br />s2 <br />