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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 1/2" 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 WW 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 BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE <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 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 71W LONG, WWTH 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 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWASE. <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 />(c <br />SIZEREMARKS <br />REINFORCEMENT <br />STIRRUPS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBt <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 />�1rn4ww <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />`}1re�`eBw <br />SAFPL <br />LOAD <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />SUS <br />Nao <br />cafe <br />s,2as <br />erl2ns <br />ZOO <br />ewa+s <br />4Pna <br />er2o-fs <br />""' <br />er41-0e <br />Mn <br />orate <br />erne <br />aPaiN <br />TYPE <br />LENGTH <br />SUS <br />We <br />RCA81 <br />TYPE <br />LENGTH <br />scan <br />emsr <br />er+afr <br />vo2 <br />ert#,r <br />w%u <br />sao-n <br />am-27 <br />FJFft <br />w2w <br />span <br />raw <br />roan <br />wmw <br />7$ Nr) PRECAST <br />2?31 <br />mr <br />vie <br />Res <br />men <br />am <br />em2 <br />,0M <br />7$ (42') PRECAST <br />1026 <br />1024 <br />1M6 <br />7$ (42•) PRECAST <br />ter <br />iW <br />aem <br />4r1 <br />an <br />no <br />MCI <br />ao. <br />4W <br />rota <br />ma <br />W4 <br />,Oar <br />uses <br />mr <br />nee <br />art <br />4R <br />sees <br />Res <br />son <br />4'0' ( 48') PRECAST <br />t9B8 <br />Zen <br />27n <br />aM <br />41e0 <br />eM <br />70 4 <br />am <br />1$ (4#•) PRECAST <br />7B6 <br />789 <br />1909 <br />4'$ (46'j PRECAST <br />tW <br />nos <br />am <br />aW <br />.R0 <br />s m <br />am <br />awe <br />4105 <br />nn <br />ma <br />W4 <br />/0r4 <br />tier <br />toes <br />2ms <br />mm <br />one <br />400 <br />am <br />rra <br />4W R4-) PRECAST <br />V o <br />fW <br />ate <br />2r1 <br />IM <br />4ns <br />e4a0 <br />f071 <br />4'$ (84') PRECAST <br />562 <br />581 <br />1073 <br />4'$ p PRECAST <br />Cr <br />JIM <br />21W <br />SAN <br />4W <br />mf <br />sae <br />ar <br />4375 <br />nla <br />M47 <br />rm <br />mar <br />+tar <br />tee/ <br />2W <br />as <br />mM <br />404 <br />mt <br />e2M <br />S"e• (647 PRECAST <br />1217 <br />Me <br />"m <br />+re <br />mr <br />Rn <br />3er <br />4W <br />6$ R4'1 PRECAST <br />.,, <br />{71 <br />74s <br />6a• (647 PRECAST <br />tW <br />n, <br />2aa <br />2ese <br />sm <br />net <br />4ea <br />mr <br />rr <br />M <br />ma <br />mm <br />I7m <br />am <br />rr <br />some <br />art <br />4es2 <br />6-10- (» PRECAST <br />1062 <br />itr <br />1173 <br />son <br />am <br />2W <br />wo <br />0", <br />B-ta' (M PRECAST <br />810 <br />399 <br />M8 <br />a-1a' (MI PRECAST <br />ON <br />1ri <br />m3107 <br />aes0 <br />4133 <br />trf <br />nee <br />4me <br />71 <br />7mt <br />aas <br />m <br />,mo <br />SOSO <br />m <br />ar <br />rm <br />1 4131 <br />6$ (76") PRECAST <br />905 <br />tan <br />an <br />3000 <br />31107 <br />37117 <br />430 <br />men <br />for PRECAST <br />607 <br />7Z7 <br />4BD <br />6$ (7#") PRECAST <br />ar <br />axes <br />3n <br />the <br />an <br />a1r <br />men <br />an <br />rm <br />W <br />Me <br />1 ter <br />am <br />27r <br />I 3M <br />an <br />T$ 810') PRECAST <br />743 <br />1n1 <br />trn <br />mm <br />,216 <br />ON <br />3M <br />ales <br />T$ 1e67 PRECAST <br />424 <br />534 <br />303 <br />TB W7 PRECAST <br />7a <br />aw. <br />sm <br />MI <br />1729 <br />nH <br />aer <br />ame4a <br />sin <br />727 <br />12M <br />I fn4 <br />tom <br />24m <br />ma <br />aan <br />gY 11 PRECAST <br />( Z') <br />564 <br />ew <br />1,r <br />US <br />mr <br />Res <br />20m <br />aM <br />g'4• (,12ry PRECAST <br />87g <br />512 <br />230 <br />94• (112') PRECAST <br />m <br />7r <br />1 <br />1471 <br />2m7 <br />2r0 <br />m <br />,W <br />mY <br />ma4 <br />31ee <br />0110 <br />m <br />W <br />I Me <br />,W <br />Mo <br />=4 <br />2e1e <br />1a$ (126� PRECAST <br />475 <br />ex <br />no <br />tw <br />mr <br />2m <br />2ro <br />2W <br />ta$ (,25') PRECAST <br />264 <br />401 <br />1B0 <br />10'$ (,28� PRECAST <br />mm <br />W <br />11r <br />1rl <br />, <br />2R1 <br />W <br />mes <br />IM <br />era <br />2M <br />ar <br />m <br />IN <br />1100 <br />14" <br />,lee <br />ere <br />ear <br />(198PRECAST <br />362 <br />W <br />W <br />an <br />W <br />2M <br />as <br />40r <br />IT4(tee') PRECAST <br />474 <br />re <br />er <br />ter <br />1a <br />7n11'4 <br />arW <br />tar <br />,W <br />210 <br />R <br />4 <br />464 <br />ea <br />, <br />tees: <br />16a <br />iWt1 <br />as <br />I" (I"') PRECAST <br />610 <br />E2 <br />tm4 <br />1ee4 <br />ar <br />aee <br />msm <br />(I"') PRECAST <br />214 <br />4t12 <br />187 <br />1r$ (t4t7 PRECAST <br />4r <br />mm <br />1 <br />, <br />less <br />so <br />as <br />tar <br />7r1 <br />ar <br />m <br />m1r$ <br />W <br />W <br />11es <br />look. <br />2515 <br />174• 1 <br />( 80� PRECAST <br />206 <br />m <br />7r <br />ta0 <br />"a <br />fees <br />2M <br />mr <br />IV4" (1071 PRECAST <br />217 <br />324 <br />110 <br />17�4• (1807 PRECAST <br />He <br />sr <br />er <br />11 <br />lam <br />m <br />7n <br />tom <br />US <br />ter <br />ate <br />21r <br />4n <br />4m <br />IH <br />son <br />( B6� PRECAST <br />,4'$ 1 <br />Z7B <br />tl1 <br />704 <br />tam <br />17m <br />ir/ <br />af2/ <br />mr <br />If-W (166) PRECAST <br />205 <br />263 <br />700 <br />14'$ (16a7 PRECAST <br />met <br />ar <br />ar <br />/>m <br />442 <br />7r <br />,0es <br />iar <br />ma <br />as <br />mr <br />no <br />4m <br />t <br />1 <br />MIT <br />11'$ (17C) PRE <br />NR <br />M <br />M <br />M <br />M <br />M <br />M <br />met <br />14'$ (178) PRE <br />N.R. <br />284 <br />W <br />142' (176') P <br />me <br />20 <br />3r <br />s <br />{m <br />/ <br />m <br />sot <br />/1n <br />t7m <br />far <br />Ism <br />2W <br />2sv <br />V12 <br />,6�• (184� PR�IRE88FD <br />NA <br />M <br />1R <br />met <br />M <br />M <br />M <br />16-C (164) RESTW� <br />N.R. <br />260 <br />83 <br />16-P (lee) P <br />224 <br />m0 <br />eta <br />lee <br />142NO4= <br />7r <br />Rt <br />1 <br />412 <br />im <br />use <br />nm <br />mr <br />n70 <br />am <br />1T-4• 0ee) P <br />NR <br />Nt <br />M <br />me <br />met <br />met <br />M <br />M <br />Ir-rOle, PREmttm <br />N.R <br />194 <br />84 <br />7T�• (20e) PRESTRfi4•mtes <br />W <br />W <br />ar <br />m <br />+ <br />m <br />tat <br />ra <br />tea19-CmtM <br />300 <br />sm <br />am <br />tam <br />ter <br />rr <br />ma <br />R32i PRFIR <br />NR <br />M <br />M <br />M <br />mf <br />Nt <br />Mn PRESTF�9® <br />N.R <br />148 <br />SQ <br />184R327 PRES1RE98ED <br />les <br />to <br />2r <br />m <br />ea <br />r1 <br />0a <br />t <br />747 <br />12U <br />2r <br />4m <br />700 <br />tar <br />,2r <br />Me <br />t7fe19W <br />21'I' 0�6) PRESTIE88ED <br />NR <br />M <br />M <br />M <br />M <br />M <br />M <br />M <br />21W 01561 PFEMFMM <br />N.R <br />125 <br />42 <br />21'4' (25C) F14ESIREUM <br />74, <br />to <br />2r <br />2es <br />an <br />es7 <br />4r <br />7a <br />m <br />ar <br />m <br />mr <br />te0 <br />W <br />41e <br />W <br />Me <br />tar <br />1400 <br />27$ (a64� PR�7P688FD <br />NR <br />Nt <br />M <br />M <br />aR <br />NR <br />M <br />M <br />27 $ 'PRE <br />RR <br />116 <br />M <br />2r$ C1e49 PRESTRESSED <br />to <br />to <br />to <br />2so <br />2r <br />aw <br />a» <br />em <br />40t <br />ar <br />W <br />am <br />er <br />r0 <br />tr <br />W <br />ISO7M <br />m47 <br />,ele <br />tar <br />2C4r Mn PRE <br />N.R. <br />M <br />M <br />M <br />M <br />M <br />M <br />M <br />2C$ PP68TR <br />N.R <br />91 <br />33 <br />24'$ QSB•) PRESREaBED <br />11e <br />1 262 <br />1 ae <br />i12 <br />40 <br />IN <br />er <br />4r <br />W <br />W <br />sA <br />I to <br />m0 <br />4r <br />r4 <br />r4 <br />tees <br />12n/74 <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 VAUESTAIENN FROM "BAFE LOAD TABLES' BYCASTCRETE MAY 2015 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE NBTALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE MNNIMUM 4" OF BEARING PAST EACH SIDE OF VVWOW OPENWG <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.EC.P. CORPORATKWCASTE-CASTE <br />DIVISION ACCEPTANCE * 16-0128.03 <br />LIFT BEAM PLAN <br />SCALE: IX' = V-O" <br />1,441 N. RONALD REAGAN St <br />L0NGWO0D, FL 32750 <br />PH: 407-774-W?S <br />FAX: 407-7744078 <br />wwwabdwJgngroup.com <br />L AA 6: 0003325 <br />4 <br />O <br />0 <br />y <br />BVBDIV. to L402a <br />SILVERADO <br />LOT 22 <br />BLK 18 <br />11pftojmcT# <br />04128.002 22181 <br />MODEL" <br />4EBB <br />"1828-CAU" <br />GARAGE BWDgG: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />