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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d 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 CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS, <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 20 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 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER 43 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 O'-W, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />SME & <br />REMARK <br />FMARK <br />DESCRIPTNDN <br />7O <br />(2) 2X8 <br />BEAM SCHEDULE <br />RaMM INDICATES OPENING BELOW / 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, Ole. ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />hell <br />,'XH' <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 />WA <br />I <br />) 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 />1 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 />BB <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />*-4-- <br />SAFPL <br />OAD <br />0-4 <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />a— <br />r124e <br />e7lsoe <br />er30m <br />eF24m <br />eF2e4• <br />eFaw <br />TYPE <br />LENGTH <br />SITS <br />BFB <br />RCMU <br />TYPE <br />LENGTH <br />e7a•1T <br />NOV <br />IN2.1T <br />SM24R <br />WIMT <br />eFNiT <br />~T <br />1F20"7 <br />AF24.1T <br />SPAM <br />SPWIT <br />OF2&U <br />MI -IT <br />0324T <br />TO (42') PRECAST <br />2237 <br />3'41' (42') PRECAST <br />102E <br />TOES <br />168E <br />9'd' (42D PRECAST <br />,w <br />2w <br />2w <br />4w <br />M013E <br />7001 <br />IwoMillMA <br />404 <br />an <br />e132 <br />Trot <br />4'-W (4eD PRECAST <br />1988 <br />4'4Y (48D PRECAST <br />766 <br />783 <br />1909 <br />r4Y (48D PRECAST <br />,w <br />2w <br />3M <br />ate <br />4en <br />em <br />a#n <br />7= <br />am <br />aw <br />me <br />4en <br />am <br />w e <br />4'4f (541 PRECAST <br />1699 <br />W-r (54') PRECAST <br />692 <br />601 <br />1073 <br />#4T (54D PRECAST <br />1207 <br />AM <br />mar <br />WS <br />400 <br />4711 <br />an <br />I. <br />2w <br />:rn <br />ale <br />4w <br />am <br />a1n <br />6'4- (84°) PRECAST <br />1217 <br />6'4' (8aD PRECAST <br />411 <br />111 <br />716 <br />6'4° (&D PRECAST <br />Me <br />m <br />22M <br />me <br />aw <br />2w1 <br />4aa <br />10" <br />171E <br />22n <br />2w <br />3M <br />tea, <br />4w <br />6'-10' (70') PRECAST <br />f082 <br />8'•ta (76') PRECAST <br />340 <br />339 <br />018 <br />V-1a' (70') PRECAST <br />w <br />leer <br />2w <br />3107 <br />ew <br />4133 <br />w <br />IW <br />2w <br />2w <br />an7 <br />aw <br />Ma <br />V-r (7r) PRECAST <br />908 <br />W-W (78') PRECAST <br />507 <br />721 <br />400 <br />V0 (781 PRECAST <br />w <br />1 <br />2w <br />MI <br />r71 <br />w <br />1407 <br />iw <br />2w <br />27N <br />=1 <br />3n2 <br />Te' M PRECAST <br />743 <br />TO (9D9 PRECAST <br />424 <br />534 <br />303 <br />ro M PRECAST <br />W <br />1 <br />Mom <br />m7 <br />am <br />7a <br />tm <br />W14 <br />sw <br />2t21 <br />2m <br />Na <br />9W (117) PRECAST <br />r,S4 <br />9-V (1121 PRECAST <br />ST8 <br />$12 <br />230 <br />9'4' (11r) PRECAST <br />w <br />706 <br />1 <br />u74 <br />1m <br />21e7 <br />2w <br />w <br />w <br />,au <br />tea <br />1Ne <br />2m <br />2w <br />1aa' (128D PRECAST <br />476 <br />1a4f (128) PRECAST <br />�4 <br />401 <br />180 <br />1a�' (1281 PRECAST <br />w <br />en <br />en <br />/1N <br />1401 <br />1 <br />2011 <br />w <br />w <br />11N <br />ton <br />/7N <br />2w <br />2w <br />114' (13n PRECAST <br />362 <br />11'4- (138') PRECAST <br />260 <br />452 <br />164 <br />11'4' (13n PRECAST <br />474 <br />eN <br />w <br />10a7 <br />1'!7 <br />161 <br />11N <br />4" <br />007 <br />,an <br />/w <br />me <br />2tp <br />174Y (7141 PRECAST <br />337 <br />1r4T (144') PRECAST <br />244 <br />402 <br />137 <br />1r-0' (1441 PRECAST <br />4n <br />4N <br />72t <br />w <br />„ <br />, <br />,w <br />4n <br />w <br />w <br />,w <br />, <br />ut <br />Zan <br />1S4' (1W) PRECAST <br />2Y8 <br />174' (18a) PRECAST <br />217 <br />324 <br />170 <br />18'4' (7800 PRECAST <br />4u <br />w <br />N7 <br />7N <br />w <br />t <br />,m <br />4N <br />w <br />TN <br />11N <br />u <br />1N7 <br />INN (18n PRECAST <br />278 <br />14'41° (1BS') PRECAST <br />206 <br />29S <br />100 <br />74'41' (1 PRECAST <br />aN <br />w <br />w <br />7M <br />w <br />,m <br />!10 <br />426 <br />717 <br />iw <br />t <br />/ <br />Iw <br />11'8' (178D PRESTRESSED <br />N.R <br />IWO (t78') PRESTRESSED <br />N.R <br />254 <br />91 <br />14'd° (17" PRESTRESSED <br />m <br />w <br />aN <br />w <br />w <br />w <br />n2 <br />w <br />w <br />, <br />w <br />1111 <br />1714 <br />16'4' (1641 PRESTRESSED <br />N.R <br />t6'4' (164') PRESTRESSED <br />N.R. <br />209 <br />83 <br />IV4' (184, PRESTREaM <br />m <br />Ma13 <br />w <br />w <br />GIG <br />W <br />w <br />lee <br />Mt <br />top <br />IM <br />iT4' (206") PRESTRESSED <br />N.R. <br />1T4' -LEES') PRESTRESSED <br />N.R <br />194 <br />84 <br />W4' Wn PRESTRESSED <br />tO <br />iN <br />m <br />w <br />w <br />w <br />en <br />740 <br />w <br />1A <br />1 <br />en <br />,471 <br />ta4" Can PRESTRESSED <br />NA <br />"I (2s2') PRESTRESSED <br />N.R. <br />148 <br />52 <br />1C4" (282') PRESTO <br />182 <br />,N <br />m <br />m <br />3a <br />428 <br />447 <br />em <br />047 <br />Mt <br />07 <br />1 <br />747 <br />,227 <br />214° (2 r PRESTRESSED <br />N.R. <br />21W Mr) PRESTRESSED <br />N.R. <br />126 <br />42 <br />21'4' (266� PRESTRESSED <br />Ut <br />142 <br />204 <br />m <br />w <br />an <br />w <br />ea <br />w <br />72, <br />w <br />w <br />w <br />1w <br />274' PESO PHESTRESBED <br />N.R <br />� 2r4T (284) PRESTRESSED <br />NA <br />110 <br />40 <br />2r-W (2541 PRESTRESSED <br />,� <br />IN <br />/27 <br />m <br />20 <br />w <br />an <br />e/a <br />4N <br />w <br />w <br />w <br />w <br />w <br />2#-V Mn PRESTRESSED <br />N.R <br />NO (268') PRESTRESSED <br />NA <br />91 <br />33 <br />wo (4889 PRESTRESSED <br />IN <br />124 <br />1n <br />102 <br />2a <br />au <br />142 <br />4N <br />410 <br />w <br />412 <br />7 77 <br />en <br />en <br />12e <br />aE <br />4N <br />*4 <br />w <br />tw <br />I= <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 />FIELD ADDED <br />ARE PERCENT <br />REBAR. <br />ALL VALUES TAKEN FROM SAFE LOAD TAB" BY CASTCREET'E MAY2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE NNIMUM 1' OF BEARING PAST EACH SIDE OF VANDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CDR PORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />omovmo� <br />ODmOmm�' <br />sa■�mmoov. <br />mo��roo <br />m000m00 <br />mooQ! <br />���000m <br />m®�m�00 <br />0momo�r <br />mmoomQN.�r+ <br />o�moomo <br />ommoo�Q! <br />ommom�! <br />oom�o�o <br />0�0©m�:70 <br />000mmoo <br />��0�0m0 <br />©om�mmo <br />D�DOm®0 <br />00�00�0 <br />0�00®�0 <br />�000000 <br />DOD©�.7D0 <br />___-- ___—_______ 8F76-1T/OMI06^' _—_______ ------- <br />8F78-1T/0M/0B 8Ft6-1T/OM/OB I� <br />1 <br />2 <br />m <br />1 <br />�1 <br />e <br />1 <br />1 <br />t <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />LINO, <br />SRF6- <br />1T/OM/OB <br />% Islamism <br />PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-8", LINO. <br />f I" <br />LIFT BEAM PLAN <br />SCALE: 1/4' = 1'-0° <br />1441 N. RONALD REAGAN BLVD, <br />L0NGW0OD,FL32760 <br />PH:407-774.8078 <br />FAX: 407-7744078 <br />www.ebdealgngroup.wm <br />AA #: 000332E J <br />�LL j <br />� <br />V <br />mmk <br />6 <br />avDarv. ae TAT: <br />SILVERADO <br />LOT #14 <br />BLK #18 <br />PROJECTp <br />04128.00E-14181 <br />Moaszr <br />4EAB <br />"1672-ARIA" <br />awlswa>;>: awirr43: <br />LEFT <br />Pwca: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />6 <br />���AR NO 9�q� <br />SCALE: 1/4"=1'-0" <br />iE aiET <br />s2 <br />