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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 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG 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 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 @ 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 WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM U-O", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE A <br />DESCRIPTION <br />REMARK <br />1Q <br />1 (2) 2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS <br />E.E. =EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fc <br />(psi) <br />SIZE <br />WXH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />B81 <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 />8 PRESTRESSED <br />U-LINTELS <br />1 <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 />5 PRESTRESSED <br />U-LINTELS <br />CMIS <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />SAFE <br />PL LOAD <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />BUB <br />4ra45 <br />eFlaee <br />F/o <br />44e <br />w204a <br />aPWn <br />erm4" <br />VU46 <br />TYPE <br />LENGTH <br />BUS <br />8Po <br />RCI,SI <br />TYPE <br />LENGTH <br />"414T <br />mam <br />evna <br />rim <br />WIS-17 <br />amoxr <br />VIMIT <br />roar <br />a24-,T <br />wam <br />WWT <br />N9em <br />M-&IT <br />Van <br />Y4 (41') PRECAST <br />2231 <br />r4 (4T) PRECAST <br />1025 <br />1024 <br />1698 <br />34 (12') PRECAST <br />,w <br />2w <br />WN <br />4aW <br />w <br />eat <br />w <br />1w <br />aw <br />w1 <br />4M <br />an <br />ml <br />tm, <br />4'4' (4S7 PRECAST <br />195E <br />'M (4S) PRECAST <br />M <br />783 <br />1309 <br />4'4' (48') PRECAST <br />1w <br />aloe <br />aw <br />3We <br />4w <br />ew <br />ew <br />,w <br />2w <br />ew <br />Wte <br />4w <br />ew <br />SM <br />P4' (641 PRECAST <br />1699 <br />'Wr (64') PRECAST <br />� <br />SIM <br />1073 <br />V4r (549 PRECAST <br />,am <br />3M <br />arm <br />acre <br />400 <br />4711 <br />m7e <br />,am <br />2w <br />VV <br />ame <br />400 <br />4711 <br />taro <br />S4' (84� PRECAST <br />1217 <br />F-V (64") PRECAST <br />411 <br />411 <br />746 <br />S4' (84") PRECAST <br />,We <br />m <br />ate <br />aw <br />aw <br />wt <br />4m <br />,Ore <br />IM <br />2218 <br />2Me <br />aw <br />w, <br />4w <br />5-IV (70') PRECAST <br />1002 <br />FAA (77) PRECAST <br />840 <br />39B <br />S18 <br />5-10" (10') PRECAST <br />w <br />aan <br />Nm <br />am <br />4w <br />w <br />w7 <br />aw <br />2w <br />arm <br />am <br />4/0 <br />94' 1789 PRECAST <br />90S <br />V4' (?') PRECAST <br />W7 <br />721 <br />400 <br />V4' (7S) PRECAST <br />pe <br />MW <br />tmtt <br />w <br />"a <br />1w <br />2w <br />t01" <br />nW <br />2712 <br />T4' (BO') PRECAST <br />713 <br />r4' (101 PRECAST <br />424 <br />534 <br />303 <br />r4' Mn PRECAST <br />rn <br />we <br />a2n <br />m <br />rn <br />12a4 <br />ION <br />am <br />am <br />am <br />wil <br />VW (112') PRECAST <br />�{ <br />VW (112) PRECAST <br />320 <br />512 <br />230 <br />V�4- (1121 PRECAST <br />w <br />'w <br />11 <br />1474 <br />1W <br />21n <br />MM <br />eW <br />an <br />13/e <br />/w <br />,w <br />ZIN <br />2e10 <br />1014' (128) PRECAST <br />4" <br />10'4' (12r) PRECAST <br />2B4 <br />401 <br />180 <br />IV4' (12r) PRECAST <br />w <br />m <br />w <br />tine <br />101 <br />, <br />2m1 <br />M <br />w <br />1w <br />IM <br />,m <br />2w <br />aw <br />11W (135) PRECAST <br />382 <br />11W (13n PRECAST <br />200 <br />462 <br />154 <br />11'4' (13r) PRECAST <br />t74 <br />w <br />w <br />,We1n <br />let <br />IM <br />4W <br />w <br />/f7a <br />tw <br />7W6 <br />atn <br />1r4' (144') PRECAST <br />337 <br />1r4' nM') PRECAST <br />2M <br />402 <br />137 <br />1r4• (144') PRECAST <br />4m <br />4W <br />7H <br />w <br />„ <br />,w <br />4M <br />w <br />w <br />1w <br />2me <br />13'�' (180') PRECAST <br />298 <br />13-W (1SVI PRECAST <br />217 <br />324 <br />110 <br />1r4• (180� PRECAST <br />ae <br />w <br />4m <br />Tee <br />w <br />1 <br />tm <br />w <br />42e <br />lee <br />„ae <br />$4t <br />IM <br />14.4' (16" PRECAST <br />279 <br />14'4' (1W) PRECAST <br />206 <br />293 <br />100 <br />14'4' (16n PRECAST <br />w <br />7°° <br />w <br />7x <br />w <br />M. <br />,m <br />410 <br />40 <br />717 <br />tw <br />tw <br />14.4' (775� PRE871iE88ED <br />NA <br />14'4' (17S•) PRESTRESSED <br />N.R <br />254 <br />91 <br />14%r (176') PRESTRESSED <br />w <br />2N <br />aW <br />w <br />m <br />w <br />en <br />w <br />w <br />en <br />,e <br />tlat <br />,7Was <br />164' (184') PRESTFO ED <br />NR <br />1ST' (1849 PRESTRESSED <br />N.R. <br />250 <br />83 <br />1B�' (184, PRESTRESSED <br />m <br />m <br />313 <br />w <br />4M <br />ale <br />en <br />w <br />w <br />Wt <br />1w <br />1r.r On PRESTRESSED <br />N.R. <br />1T-V Wn PRESTRESSED <br />N.R <br />194 <br />64 <br />74' (2 n PRESTRESSED <br />,n <br />III <br />m <br />w <br />4W <br />w <br />Ol <br />710 <br />w <br />t <br />7ee <br />tnt <br />On <br />1473 <br />I" Mn PRESTRESSED <br />N.R. <br />1V4' Wn PRESTRESSED <br />N.R. <br />148 <br />52 <br />1V4' Mn PRESTRESSED <br />in <br />1w <br />w <br />w <br />w <br />4S <br />447 <br />w <br />w <br />WI <br />W7 <br />747 <br />1n7 <br />21'4' Mn PRE87REBSED <br />N.R. <br />211 RS89 PRESTRESSED <br />NJL <br />125 <br />42 <br />21'4• iMn PRE8TRE88ED <br />14z <br />14t <br />aW <br />m <br />a7a <br />US <br />w <br />m <br />w <br />721 <br />on <br />w <br />w <br />1w <br />2r4• Cd54) PRE871dS8ED <br />NR <br />2r4• �4') PRI'.S1RE88ED <br />NR <br />116 <br />40 <br />2r4' w) PREBTRC,88ED <br />/27 <br />IV <br />1n <br />m <br />m <br />w <br />atS <br />Wa <br />w <br />w <br />w <br />w <br />w <br />w <br />24'4 { PRE8T�8ED <br />NR <br />2Y4 Mn PRESTRESSED <br />NR <br />91 <br />33 <br />24.4. Ob51 PRE61PE88ED <br />,W <br />/a1 <br />,>, <br />w <br />w <br />3" <br />st2 <br />4Po <br />.» <br />w <br />47 <br />7m <br />w <br />w <br />729 <br />w <br />w <br />4W <br />w <br />1w <br />tm <br />(a) THENUMBERS 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 />REBAR. <br />-ALL VALUES TAKEN FROM'SAFE LOAD TARUW BY CASTCRETE MAY 201E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MIMMUM C OF BEARING PAST EACH SIDE OF MXM OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE <br />DIVISION ACCEPTANCE A 1"128.03 <br />0��00 <br />oo�mmo <br />Omd000� <br />0m00000 <br />mo®�rom� <br />�omomoo <br />®00�00 <br />mmomoov <br />�m�0�00 <br />�m00m�../1!1Q1 <br />oa�moomo <br />ommooc�+Q! <br />G70�0©m0 <br />oomom�-ter_! <br />oomoo©v <br />oom®o©o <br />oomomoo <br />Dim©m�0 <br />©000000 <br />©�mOm00 <br />0�00�©O <br />ODD©ODD <br />DDDD�DDi <br />00 <br />�0000 <br />8F18-1T/OMIOB � w � � � � � � .� — .".- �8F18.1T/OM/OB 8F18-1TIOM/OB <br />3 <br />t <br />• <br />"� <br />GT <br />$m <br />.... K..A AF24-1Tl1 MIOR" «, — — I.a <br />PROVIDE B81 <br />WHERE ROOF TRUSSES <br />BEAR. TOP OF WALL <br />i <br />t <br />M1 <br />t <br />( <br />x <br />1 <br />N,F <br />e <br />1 <br />a <br />8F72-170M <br />9 <br />t <br />W <br />€ <br />1 b <br />9 <br />( <br />1 <br />�8F�18-1T/OMI08� <br />� <br />8F28-1Tl1M/0B <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REA(iAN BLVD. <br />LONGWOOD,fL32760 <br />PH: 407-774S078 <br />FAX 407-774.4078 <br />wwwabdetaigngroup.lom <br />AA M: 000332E J <br />10 <br />`z, <br />dV <br />F <br />i <br />J <br />y1 <br />aysa:v � LOT: <br />SILVERADO <br />LOT #5 <br />BLK #17 <br />PROSECT <br />04128.001-05171 <br />MODELi <br />4ENB <br />"1751- NEUVILLE" <br />0w><sw4ss awnTNa: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />STATE DE, <br />1 � <br />AR NO M <br />Dw 10/09/19 <br />aHEET <br />s2 <br />