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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP DTC W/ (13) 1Od x 1 1/2" HDG NAILS. <br />SMALL JACKS < 9 MAY BE NAILED W/ (1O)d x 1 1/2" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1Od 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 BE GALVANIZED. <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 P8S36, .177" ' x 2 7/8" LONG, WITH WASHER @ 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 V.0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE 8 <br />DESCRIPTION <br />REMARK <br />7Q <br />(2) 2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T,O.B. -TOP OF SEAM/ B.O.L. =BOTTOM OF LINTEL /T.O.A.. TOP OF ARCH /T.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 (psi) <br />SIZE <br />E, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <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 <br />8" PRECAST & PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />SAFPL <br />OAD <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />BU8 <br />SM00 I <br />6F72ap <br />SFI60B <br />F2sWj <br />apriae <br />�i32.W <br />TYPE <br />LENGTH <br />BLre <br />BFB <br />RCMU <br />TYPE <br />LENGTH <br />W&IT <br />w2r <br />OF12-IT <br />amm <br />"Fill -IT <br />wwr7 <br />eFxo-1T <br />vm.2T <br />*144T <br />w262r <br />W MIT <br />evnrr <br />P32-IT <br />wnzr <br />Y- 42") PRECAST <br />( <br />2231 <br />3,,g" (42') PRECAST <br />III <br />1025 <br />1024 <br />1598 <br />3'd' (42') PRECAST <br />16" <br />2e66 <br />3ap4 <br />4304 <br />eap3 <br />8132 <br />7ap1 <br />1616 <br />leap <br />304 <br />4384 <br />U83 <br />e132 <br />Tom <br />4'4r (48') PRECAST <br />1966 <br />V-D' (481 PRECAST <br />766 <br />783 <br />1" <br />ATO (4a) PRECAST <br />1383 <br />2306 <br />3000 <br />Nis <br />4670 <br />8328 <br />6m0 <br />1. <br />2306 <br />SON <br />81/6 <br />40M <br />5326 <br />WM <br />4'41 (1i4') PRECAST <br />150 <br />4'-6' (64') PRECAST <br />692 <br />591 <br />1073 <br />4'4Y (64') PRECAST <br />12N <br />200 <br />2707 <br />33M <br />4043 <br />4711 <br />sm <br />12P <br />2D40 <br />2t07 <br />33M <br />4DU <br />4771 <br />1370 <br />94- (649 PRECAST <br />1217 <br />94- (64') PRECAST <br />411 <br />411 <br />745 <br />94' (64-) PRECAST <br />1ms <br />ink <br />22M <br />me <br />3210 <br />31181 <br />4622 <br />1016 <br />171s <br />22M <br />213e <br />3M <br />3161 <br />4812 <br />9-10' (70') PRECAST <br />1002 <br />9-10 (>07 PRECAST <br />340 <br />339 <br />818 <br />9-10" (70') PRECAST <br />t617 <br />Map <br />j 3101al <br />3120 <br />4133 <br />171 <br />1e171 <br />2080 <br />26ap <br />3107 <br />362D <br />41M <br />6` ('/B') PRECAST <br />gpg <br />90 (?r PRECAST <br />507 <br />721 <br />49D <br />96' (78) PRECAST <br />N. <br />136 <br />/407m, <br />, <br />mil <br />3251 <br />3712- <br />1407 <br />I1ap <br />2321 <br />1 27ap <br />1 3211 <br />3712 <br />T-B' (S0-) PRECAST <br />743 <br />T-0' (WI PRECAST <br />424 <br />634 <br />363 <br />T41' (BO') PRECAST <br />717 <br />t <br />amd <br />zaaj <br />2w <br />RT <br />1226 <br />1624 <br />20ffi <br />1 2421 <br />1 2W <br />3228 <br />94' (112-) PRECAST <br />554 <br />94- (112'T PRECAST <br />328 <br />512 <br />230 <br />94' (112-) PRECAST <br />Bill <br />lap <br />1131. <br />147I <br />181W <br />2167 <br />leap <br />al <br />an <br />1318 <br />180 <br />leap <br />2ap4 <br />2011 <br />194P (125-) PRECAST <br />471 <br />la$ (126') PRECAST <br />264 <br />401 <br />180 <br />10'-8' (12n PRECAST <br />lap <br />671 <br />me <br />Iles <br />1451 <br />1 <br />2011 <br />no <br />sap <br />limom <br />1472 <br />I7ap <br />20M <br />2a48 <br />11'4' 136' PRECAST <br />( 1 <br />312 <br />11'4' 1 <br />(38ry PRECAST <br />260 <br />462 <br />164 <br />tt'4' (73B') PRECAST <br />474 <br />604 <br />DOD <br />1ap7 <br />127 <br />151 <br />1713 <br />404 <br />my <br />I <br />1372 <br />"Oo <br />191641 <br />218T <br />174Y (144-) PRECAST <br />337 <br />17.0" (1"-) PRECAST <br />244 <br />402 <br />137 <br />IZ-V (1"') PRECAST <br />470 <br />469 <br />724 <br />apt1150. <br />1 <br />/lap <br />470 <br />no <br />et0 <br />13Mm <br />18W <br />181 , <br />2M <br />lT 4- (160') PRECAST <br />2B6 <br />13'4' (160� PRECAST <br />217 <br />324 <br />110 <br />13'4' (1B0� PRECAST <br />ne <br />See <br />ap7 <br />lap <br />eM <br />ll <br />,37a <br />428 <br />400 <br />Map <br />11M <br />14110 <br />iaqm <br />1857n <br />14'0 (16n PRECAST <br />279 <br />14'0 (16n PRECAST <br />206 <br />293 <br />1D0 <br />14'4Y (168-) PRECAST <br />apt <br />368 <br />724 <br />M. <br />1 <br />1220 <br />410 <br />426 <br />n7 <br />1013 <br />, <br />10112. <br />1107 <br />14'-0' (17n PRESTRESSED <br />N.R. <br />14'dr (176') PRESTRESSED <br />N.R. <br />284 <br />91 <br />14'4Y (1761 PRESTRESSED <br />no <br />241 <br />334 <br />306 <br />sap <br />sap <br />apa <br />1 <br />151 <br />nit <br />4734 <br />784' (784' PRESTRESSED <br />1.1 <br />11 (184") PRESTRESSED <br />N.R. <br />250 <br />83 <br />1& 4' (1841 PRESTRESSED <br />2x <br />810 <br />n3 <br />36B <br />See <br />me <br />m <br />sap <br />7ap <br />I <br />nil <br />1 <br />toM <br />Iape <br />11 (2081 FatE6TRE88E0 <br />N.R. <br />1T4" (208") PRESTRESSED <br />N.R. <br />194 <br />84 <br />1T4' (20B9 PRESTRESSED <br />to <br />102 <br />ap3 <br />30/ <br />Sap <br />sm <br />apt <br />740 <br />sap <br />1 <br />lee <br />Irm <br />era <br />1473 <br />1914" (232) PRESTRESSED <br />N.R. <br />194' (W) PRESTRESSED <br />N.R. <br />146 <br />52 <br />194' Mn PWJTRESSED <br />,ap <br />lap <br />all nn <br />Zap <br />341 <br />420 <br />447 <br />ap3 n <br />6N <br />841 <br />21'4" (2 n PRESTRESSED <br />NA <br />214(2S8') PRESTRESSED <br />N.R <br />125 <br />42 <br />21'4' (269) PRESTRESSED <br />142 <br />204 <br />SIR <br />ap3 <br />410 <br />142 <br />137 <br />n2 <br />IW <br />373 <br />2ap <br />07 <br />379 <br />72t <br />462 <br />M1,227 <br />27V 1zs49 PRESTRESS® <br />N.R. <br />27-0' (24M') i2RESTREBBED <br />N.R <br />f7B <br />40 <br />2Y-0' (264' PRE6TRES8ED <br />Is? <br />ns <br />Sap <br />m3 <br />sap <br />24'4Y (2B8') PRESTRESSED <br />NA <br />24'-0' (288') PRESTRESSED <br />N.R <br />91 <br />33 <br />24'-0' (2981 PRESTRESSED <br />tx <br />721 <br />t» <br />gas <br />2n <br />ale <br />a4z <br />4ap <br />all <br />sap <br />its <br />Zap <br />Sap <br />ee6 <br />IM <br />I092 <br />IM2 <br />(#) THE NUMBERS 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 TABLED BY CASTCRETE MAY 2015 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />- ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. 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QI <br />1 1 I-1 <br />1 i d1 <br />1 1 mi <br />1 1 1 <br />1 1 1 <br />a 1 LINO, PROVIDE BB7 WHERE i <br />a a HOOF TRUSSES BEAR, TOP i <br />1 i OF WALL EL. 8'-8", LINO. 1 <br />1 t 1 <br />i 1 1 <br />1 1 I <br />i 1 1 <br />1 1 1 <br />1 jl, i <br />1 <br />1 ✓ > 1 <br />J > i <br />1 0� ♦> 1 <br />� 1 <br />1 ✓® 1TOM/0B <br />1 ✓ GT d 1 <br />q°f 1 1 <br />1 <br />a ♦® '® i i <br />IS a <br />io® BF28-1T/OM/OB 8F76.1 T/OM7OB I <br />ax® m...._.—.o_mo®— —_—_m—m®".—,.® 1..®d.".,....,�.W,a...".®..A a®o®..ram®.._®...3 <br />LIFT BEAM PLAN <br />SCALE: 1/4". 1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONOYWOOD,FL3276O <br />PH: 407.774$078 <br />FAX: 407.7744076 <br />www.abdesigngroup.com <br />AA N: 0003326 <br />af <br />0 <br />V <br />A <br />SUSDIV. All L,OT: <br />SILVERADO <br />LOT #2 <br />BLK. #11 <br />PROJECT3j1 <br />04128.001-02111 <br />1lODEI4 <br />SEAS <br />"1672-ARIA" <br />41Al2A(3F. awuac: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />8/16/18 <br />9H8.E'T <br />s2 <br />