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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) 10d x 1 1/2" HDG NAILS. <br />SMALL JACKS < T MAY BE NAILED W/ (10)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/ 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 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 D-0% FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE 8 <br />DESCRIPTION <br />REMARK <br />1O <br />1 (2) 2X8 <br />BEAM SCHEDULE <br />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, O/C -ON CENTER, F.E.S. -FROM EACH SUPPORT, T.O. -THROUGHOUT <br />MARK <br />DESCRIPTION <br />It <br />(psi) <br />SIZE <br />W'xH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />681 <br />MASONRY <br />3000 <br />8xB <br />(1)#5 <br />WA <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 />LOAD <br />r'*^ <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />eFaao <br />eFtx4e <br />aFa4ae <br />eFm.De <br />TYPE <br />LENGTH <br />8110 <br />8FE <br />RCMU <br />TYPE <br />LENGTH <br />ata-IT <br />r4sT <br />0124T <br />aFt2-2T <br />VWT <br />11MG-V <br />NW -IT <br />aF202f <br />WWI <br />OMW <br />aaaslT <br />Nash <br />m32-IT <br />8F3LQ7 <br />T-W (42y PRECAST <br />_ffBUe <br />2211 <br />Y-r (42y PRECAST <br />1025 <br />1024 <br />1598 <br />Y-0' (42y PRECAST <br />Ism <br />tam <br />3024 <br />4304 <br />mm <br />et92 <br />70M <br />IBM <br />2aaa <br />am4 <br />43w <br />am <br />dIm <br />7m1 <br />4'-0' (48y PRECAST <br />1986 <br />4'-0' (48) PRECAST <br />785 <br />783 <br />1309 <br />1'-0' (48') PRECAST <br />I3m <br />23M <br />mm <br />and <br />4m0 <br />ma <br />eon <br />1383 <br />2305 <br />mm <br />mid <br />/670 <br />ems <br />am <br />4'$ (W) PRECAST <br />IBM <br />4'$ (54y PRECAST <br />592 <br />591 <br />1073 <br />4'4' (54y PRECAST <br />1207 <br />am <br />VP <br />3a76 <br />400 <br />att <br />Sari <br />12a <br />2040 <br />V07 <br />3373 <br />4043 <br />4711 <br />6370 <br />S4' (W) PRECAST <br />1217 <br />U4- (64y PRECAST <br />411 <br />411 <br />746 <br />6'4• (841 PRECAST <br />1016 <br />171 <br />227e <br />tam <br />33m <br />3m7 <br />4622 <br />the <br />1716 <br />22n <br />mas <br />mM <br />abet <br />Sam <br />S-tU' (70y PRECAST <br />1082 <br />5.10' (70y PRECAST <br />34D <br />339 <br />816 <br />F-10' (M PRECAST <br />ere <br />lea <br />2m0 <br />3/a7 <br />mm <br />4131 <br />am <br />1mi <br />2Dm <br />tam <br />3107 <br />307a <br />4133 <br />8'-0' (rey PRECAST <br />908 <br />8'-0' (781 PRECAST <br />607 <br />n1 <br />490 <br />8'-0' (78•) PRECAST <br />em <br />1407Fo <br />1 <br />23ae <br />mdt" <br />3712on <br />em <br />/4a <br />tam <br />2ma <br />z7m <br />mat <br />a7u <br />T-0' M PRECAST <br />713 <br />T-0' (W) PRECAST <br />424 <br />534 <br />383 <br />T4T (90y PRECAST <br />M <br />1 <br />1 <br />2m3 <br />2m7 <br />ms <br />7V <br />/2x <br />te24 <br />2D25 <br />24m <br />2m7 <br />3221 <br />9'4' (112y PRECAST <br />154 <br />'. 9'4' (112') PRECAST <br />326 <br />512 <br />230 <br />9'-4- (112) PRECAST <br />Sol <br />IN <br />1 <br />ta4 <br />tet <br />21m <br />gem <br />m1 <br />am <br />1310 <br />1643 <br />19M <br />22D4 <br />2nD <br />10'-0' (128y PRECAST <br />475 <br />10'41' (126) PRECAST <br />254 <br />401 <br />180 <br />10'-0' (128y PRECAS <br />em <br />$75 <br />ne <br />ttm <br />lei <br />1 <br />20H <br />em <br />ttm <br />1472 <br />17m <br />2md <br />2ale <br />11'4- (138y PRECAST <br />362 <br />114' (138y PRECAST <br />260 <br />452 <br />154 <br />W-C (136y PRECA <br />NN <br />No <br />tom <br />19 <br />to <br />17m <br />107 <br />104b <br />1372, <br />i643 <br />i0150 <br />2/m <br />174Y (144') PRECAST <br />337 <br />17-0' (144y PRECAST <br />244 <br />402 <br />137 <br />174T (144') PRECA <br />4m <br />721 <br />Dm <br />1t <br />i <br />IN$ <br />dd0 <br />Do <br />1302 <br />1 <br />tnay <br />mn <br />134' (180y PRECAST <br />2" <br />13'4' (180y PRECAST <br />217 <br />324 <br />110 <br />IYW (160y PREC�1410 <br />3N <br />607 <br />led <br />Dm <br />1 <br />1323 <br />m0 <br />la0 <br />ttm <br />141 <br />testy <br />Imi n <br />14'-0' (168) PRECAST <br />21 <br />14'4T (1661 PRECAST <br />205 <br />203 <br />100 <br />14'4T (166•) PREC384 <br />�P0 <br />t <br />1m0 <br />425 <br />717 y <br />1003 <br />1 <br />1 <br />IWTU4' <br />(176y PRESTRESSED <br />N.R <br />11'4C (17By PREBTRE88ED <br />N.R. <br />�4 <br />01 <br />U'-0' (17ay PRESTW <br />ale <br />3m <br />Wo <br />m3 <br />on, <br />a3D <br />ax <br />1 <br />an <br />15 <br />1131 <br />1734 <br />1S4' (1a4y PRE87RESSED <br />N.R. <br />15'4" (184y PRESTRESSED <br />N.R. <br />269 <br />83 <br />16'4• (184y PRESTRESSED <br />m <br />no <br />3I3 <br />m0 <br />4m <br />Ole,Na <br />ea <br />4a <br />7m <br />i <br />nt <br />1 <br />tm4 <br />tom <br />1T4' (206y PRESTRESSED <br />N.R. <br />1T4- Wn PRESTRESSED <br />N.R. <br />194 <br />84 <br />1T4' (205y PREESTRESSED <br />1m <br />tm <br />2m <br />aoa <br />4m <br />dm <br />mt <br />r4o <br />em <br />I <br />7m <br />1zr1 <br />$73 <br />t4ri <br />IW-C (n2) PRESTRESSED <br />N.R. <br />19'4' (232y PRESTRESSED <br />N.R. <br />148 <br />52 <br />IWW CM PRESTRESSED <br />tm <br />ma <br />3m <br />4a <br />m7 <br />as <br />to <br />214' (25n PRESTRESSED <br />1m <br />1a <br />m3 <br />201 <br />429 <br />307 <br />a2a <br />3m <br />841 <br />480 <br />I= <br />me <br />1227wl <br />on <br />21'4' (2S6') PRESTRESSED <br />N.R. <br />21'4• W) PRESTRESSED <br />N.R. <br />125 <br />42 <br />142 <br />1m <br />m2 <br />IV <br />Sri <br />Me <br />m7 <br />77D <br />rit <br />4m <br />Dm <br />ne <br />t0Y <br />M. <br />27-0' (ze4y FMTE87RE89ED <br />N.R. <br />27-0' (264) PRESTRESSED <br />N.R. <br />118 <br />40 <br />274T —w-) PRESTRESSED <br />137 <br />us <br />3m <br />n9 <br />me <br />m3 <br />am <br />24'4r (2a6") PRESTRESSED <br />N.R. <br />24'-0' (288y PRESTRE&4E0 <br />N.R. <br />91 <br />33 <br />24'4T (2aey PRESTRESSED <br />IN <br />1M <br />tri , <br />2m <br />2e7 <br />91D <br />as <br />4m <br />4Ie <br />NM <br />4m <br />767 <br />mi <br />as <br />-129 <br />2m <br />4m <br />am <br />084 <br />I= <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 />ARE <br />FIELD ADDED <br />PERCENT <br />REBAR. <br />-ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2016 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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RONALD REAGAN BLVD. <br />LONG WOOD, FL 32760 <br />PH: 407-7748078 <br />FAX: 407.774.4078 <br />www.a bdexlgngroup.com <br />AA #: 0003326 -A <br />F <br />b <br />0 <br />C0 <br />W <br />x <br />scr»asv. as I.oT: <br />SILVERADO <br />LOT 4 <br />BLK 11 <br />PROJECT# <br />04128.001-04111 <br />11[ODEL• <br />4ENB <br />"1751-NEUVILLE" <br />GARAGE 81fI7I'iG: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />fig <br />DATE". 08/20/18 <br />sIIEET <br />S <br />