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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 lrr HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA WI (10)10d x 1 1/2• HDG NAILS, <br />WOOD TO WOOD: <br />USP RTI6A 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 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 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 Y-O', FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE IPTION DF1CRI <br />REMARK <br />iO <br />1 (2) 2X8 <br />BEAM SCHEDULE <br />JINEM INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / 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 />(Psl) <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS. <br />REMARKS <br />BTM. <br />TOP <br />I MID <br />SIZE <br />SPACING <br />BBt <br />MASONRY <br />3000 <br />Bx8 <br />(,)#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 />SAFE LATERAL <br />8" PRECAST 6 PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />8 PRESTRESSED <br />U-LINTELS <br />a6�8a1a <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />0 <br />SAFPLF <br />r'4—^ <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />r"0e <br />4rua I <br />etwa <br />I e1'a0e I <br />ws4w I <br />w9-0_ <br />er#ae <br />TYPE <br />LENGTH <br />BUS <br />8F8 <br />ROM <br />TYPE <br />LENGTH <br />OWT <br />mou <br />M12,1T <br />raw <br />*-&IT <br />away <br />W10-IT <br />raw18W.J <br />evaar <br />eF T <br />4raaT <br />NMI-IT <br />van <br />84' (/2') PRECAST <br />2131 <br />3'4" M PRECAST <br />1026 <br />1024 <br />1N8 <br />84' (4Z7 PRECAST <br />Im <br />WIN <br />UN <br />4M <br />MW <br />7001 <br />,m <br />Will <br />#N <br />4m <br />$132 <br />7M1 <br />44• (46') PRECAST <br />NIBS <br />44' (46� PRECAST <br />705 <br />783 <br />1300 <br />4-0' (41M PRECAST <br />tm <br />a#e <br />mol <br />#fe <br />an <br />4m <br />tail <br />aM <br />3 M <br />3814 <br />me <br />on <br />4'd (64') PRECAST <br />I= <br />44' (6C) PRECAST <br />892 <br />691 <br />1073 <br />44' (84') PRECAST <br />,WT <br />ap <br />DW <br />MITI <br />4711 <br />em <br />1701 <br />Wa <br />9W <br />am <br />4711 <br />W9 <br />Ba" (641 PRECAST <br />1217 <br />F4' (649 PRECAST <br />411 <br />411 <br />745 <br />se 04.) PRECAST <br />idle <br />am <br />am <br />3m <br />4eW <br />1Ma <br />Im <br />In <br />Wa <br />am <br />4m <br />6'-10• (70') PRECAST <br />1062 <br />F-10' (70') PRECAST <br />340 <br />339 <br />616 <br />a-IW (70•) PRECAST <br />ea <br />auWW <br />4138 <br />® <br />/w7 <br />m0 <br />an <br />I awT <br />I no <br />41# <br />V4• (78') PRECAST <br />906 <br />6'4' (76') PRECAST <br />W7 <br />721 <br />490 <br />8'4' (In PRECAST <br />as. <br />no <br />WW1 <br />wit. <br />In <br />14W <br />I tm <br />1 #W <br />1 9M <br />1 32M <br />1 3712 <br />T4' Mn PRECAST <br />743 <br />r4• 0*1 PRECAST <br />424 <br />534 <br />303 <br />To pr PRECAST <br />� <br />90°e <br />m7 <br />me <br />Tn <br />UN <br />11N <br />1 aaa <br />1 aae <br />1 mr <br />1 me <br />Vi• (112') PRECAST <br />564 <br />V-4• (I In PRECAST <br />32e <br />512 <br />23o <br />V4• (112') PRECAST <br />eM <br />nil <br />, <br />,bn <br />,M <br />Me7 <br />Wo <br />en <br />m <br />me <br />lobe <br />too <br />lob <br />mo <br />,O.6' (126) PRECAST <br />476 <br />10'4' (726� PRECAST <br />284 <br />101 <br />16D <br />10'4' (123� PRECAST <br />600 <br />m <br />Me <br />fne <br />t4M <br />mf <br />e# <br />ilea <br />1180 <br />14n <br />IT# <br />Wee <br />WN <br />11'd' (196') PRECAST <br />362 <br />11'-4• (1367 PRECAST <br />230 <br />462 <br />164 <br />11'1' (138) PRECAST <br />IT4 <br />sm <br />m <br />lo7 <br />1A <br />M <br />,m <br />4N <br />eM <br />,an <br />tm <br />tMe" <br />Mel <br />174' (7M7 PRECAST <br />937 <br />Ir-T (144') PRECAST <br />2N <br />402 <br />137 <br />12'4r (1"') PRECAST <br />� <br />bee <br />7N <br />## <br />1 <br />t <br />4m <br />m <br />m <br />1m <br />1 <br />a#n <br />19'�4• (18n PRECAST <br />296 <br />13'4 (160') PRECAST <br />217 <br />324 <br />110 <br />+34• (160') PRECAST <br />414 <br />ail <br />mT <br />7M <br />m <br />I <br />tm <br />O <br />4WD <br />7W <br />,fa <br />N <br />/m <br />14'-0' (16n PRECAST <br />279 <br />14'-0' (18e� PRECAST <br />206 <br />193 <br />100 <br />,4'4r (168� PRECAST <br />aN <br />m <br />m <br />721 <br />ilea <br />,m <br />410 <br />4W <br />to <br />fm <br />+em <br />14'4• (178') PRE8T16918ED <br />N.R <br />144• (1761 PR TR58ID <br />NR <br />284 <br />91 <br />W4• (17n PR IRMI <br />2n <br />In <br />aN <br />m <br />IN <br />m <br />m <br />M. <br />m <br />, <br />m <br />1 <br />ffM <br />ITN <br />EMS <br />1" (184') PRE81� <br />N.R. <br />1&4' (184) PRE <br />N.R. <br />260 <br />83 <br />16'�4' (184') PRESTRE88E0 <br />m <br />III <br />ail <br />NO <br />ete <br />ev <br />ilea <br />an <br />Mt <br />/eel <br />,r4• (IOS) PRFSIREBBED <br />N.R. <br />ir4• (208') PRfiS RESSED <br />N.0. <br />194 <br />64 <br />tr4' (2M PRENNOW <br />1n <br />1n <br />m <br />m <br />40 <br />m <br />xm <br />740 <br />q <br />Tw <br />,a, <br />m <br />1473 <br />194' (Z97) PRESTRMM <br />N.R. <br />Ir-f Mn PRE <br />N.R. <br />148 <br />52 <br />1V-4 am PRE8TRE86ED <br />In <br />to <br />m <br />m <br />m <br />40 <br />447 <br />m <br />abT <br />eN <br />ea <br />Ta <br />1#7 <br />21'�4" (2 n PRESTRESSED <br />R0. <br />21'•4 On PRElI REM <br />N.R. <br />125 <br />42 <br />21'-4' (Wl PRESTRESSED <br />14a <br />20/ <br />w <br />m <br />4p <br />m <br />m <br />2210 (264') PRESIA688ED <br />N.R <br />22'4' (I4") PRII <br />N.R. <br />114 <br />40 <br />2ra R847 PRE <br />1a <br />1a/ <br />TM <br />m <br />m <br />m <br />m <br />Ma <br />4# <br />m <br />m <br />m <br />m <br />wo <br />2P4r (n PRESTRESSED <br />NA <br />W-W Mn PRESTRESSED <br />I R <br />91 <br />33 <br />W-W On PRESTRESSED <br />iN <br />,f/ <br />1n <br />m <br />m <br />ate <br />W <br />Nil <br />41e <br />m <br />4W <br />IN, <br />m <br />m <br />7W <br />m <br />4a <br />W <br />eN <br />702 <br />11W <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 TARN FROM *SAFE LOAD TABLES' BY CASTCRETE MAY 2D16 NDR10N - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />• ALL PRECAST PRODUCTS ARE TO BE MISTAIL EO PER MANUFACTURES SPECIFICATIONS • PROVIDE MINIMUM 40F BEARING PAST EACH SIDE OF IMNDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIOWCASTE-CRETE <br />DIVISION ACCEPTANCE M 160126.03 <br />oo�omo�� <br />Om�000m� <br />0m00000, <br />ono <br />��0000m <br />�mYmomoov <br />m0�0�00 <br />mm®OmQ'�p� <br />0�00000 <br />ommoo�cr! <br />0�00DOD <br />ommoo�c.�+ <br />oom©moo <br />©omomov <br />©�mOm00 <br />Di:.70YDYYY�Y®YO <br />00mmm®0 <br />��000�� <br />YYO©©YDYYYVYYYVYYYv <br />�m0m�00 <br />0©00©0© <br />YYD <br />YYYv <br />Yv <br />YYYv <br />YYYv <br />YYY©YYYv <br />YOD�YYO�©o� <br />�m00mm <br />------ 8F16.1TlOMI—+------------8F18.1TlOMI——--------BF18.1 TlO— — --- e� <br />GT <br />SF16-1T/OM/OB <br />D <br />4 <br />� <br />Y <br />'i <br />Y <br />s <br />B <br />Y <br />Y <br />Y <br />A <br />Y <br />Y <br />Y <br />Y <br />Y <br />3 <br />Y <br />a <br />9 <br />S <br />Y <br />Y <br />co <br />4 <br />a <br />mY <br />Y <br />§ <br />3 <br />Y <br />4 <br />Y <br />Y <br />Y <br />UNO, PROVIDE BB1 WHERE <br />Y <br />Y <br />ROOF TRUSSES BEAR, TOP <br />Y <br />1 <br />4. <br />OF WALL EL. 8'-8", UNO. <br />Y <br />It <br />Y <br />Y <br />Y <br />( <br />( <br />� <br />Y <br />L — — — — — J <br />sF ' <br />Y <br />Y <br />Y <br />o <br />� <br />s <br />� <br />o- <br />a <br />1 <br />a%a <br />( <br />Y <br />Y <br />�r <br />� <br />8F8- <br />Y <br />le <br />iT//OM/OB <br />s"�•� ( <br />Y <br />D <br />GT <br />3 <br />fi Y <br />�>R8 <br />8F28.1T/OWOB t Y BF16-11T/OM/0B <br />amm <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />144i N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003328 <br />• <br />i <br />QQ <br />L <br />1y <br />� <br />Wo <br />mulwY:V. ail F40T: <br />SILVERADO <br />LOT #8 <br />BLK #17 <br />PROJECT <br />04128.001-08171 <br />MODEL' <br />4EAB <br />"1672-ARIA" <br />GARAGE OWDIG: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />rataea� ` 12/03/19 <br />DATE: <br />mcAum 1/4"=1'-0" <br />axEET <br />s2 <br />