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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 WI (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 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 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 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 2 718" 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 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE S, <br />DESCRIPTION <br />REMARK <br />1O <br />(2) 2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.0.8. = 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 />(�I) <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />30DO <br />8x8 <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 W <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />4-4.— <br />SAFPL <br />OAD <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />am <br />Ra4e <br />wt"M <br />� <br />wsna <br />a=Mas <br />a'iwb <br />a°dvm0e <br />TYPE <br />LENGTH <br />S118 <br />8F8 <br />RCMU <br />TYPE <br />LENGTH <br />Wb-IT <br />wiv <br />wt2-IT <br />wtaar <br />tPte-IT <br />I enem <br />erAIT <br />I ermaT <br />81144T <br />w24-2T <br />wm-IT <br />0F2eS7 <br />eFM61T <br />aFWST <br />3'4' (42') PRECAST <br />2231 <br />S4' (47) PRECAST <br />1025 <br />1024 <br />1698 <br />T-V (42') PRECAST <br />INS <br />M6 <br />3W4 <br />ON <br />MM3 <br />MW <br />Tam <br />IeM <br />23M <br />MI <br />43M <br />m <br />Mm <br />70M <br />4',0' (407 PRECAST <br />1868 <br />4'4' (46") PRECAST.. <br />MS <br />763 <br />190E <br />4.4' (48) PRECAST <br />im <br />mW <br />S M <br />$ete <br />46W <br />Wm <br />0M <br />1383 <br />mM <br />MO <br />Mill <br />4670 <br />Wm <br />WIN <br />4'4' (64') PRECAST <br />1�9 <br />4'4' (8t0 PRECAST <br />592 <br />501 <br />1073 <br />44' (84') PRECAST <br />+207 <br />mM <br />2M <br />33m <br />4043 <br />4711 <br />Mm <br />Emstm7 <br />10W <br />Mm7 <br />3M <br />AM <br />4711 <br />W74 <br />8'-C (641 PRECAST <br />1217 <br />S4' (84') PRECAST <br />471 <br />411 <br />705 <br />S4- (64") PRECAST <br />tie <br />m <br />22M <br />Me <br />31M <br />WM <br />4W2 <br />tie <br />1715 <br />2Mm <br />MIN <br />mM <br />3Mt <br />4W2 <br />V-10' (70') PRECAST <br />1062 <br />S-10" (M') PRECAST <br />340 <br />330 <br />810 <br />V-10' (70") PRECAST <br />oM <br />fee7 <br />2a3 <br />V07N1.13.IM- <br />oM <br />MY <br />2M0 <br />mM <br />SIR <br />S4' (Tin PRECAST <br />1106 <br />74' (78') PRECAST <br />507 <br />721 <br />490 <br />6'4' (ro9 PRECAST <br />eM <br />2Mm <br />m <br />1407 <br />1Me <br />2MM <br />2N012 <br />T4' (90") PRECAST <br />743 <br />74' 1989 PRECAST <br />42A <br />634 <br />383 <br />T4' Mn PRECAST <br />tom <br />M <br />Ism <br />tam <br />AMll74' <br />(112') PRECAST <br />gy1 <br />74- (112') PRECAST <br />326 <br />512 <br />230 <br />74' (11Y) PRECAST <br />08 <br />11 <br />W <br />101 <br />137e <br />7643 <br />10W/9174' <br />(120') PRECAST <br />475 <br />174' (128) PRECAST <br />284 <br />401 <br />180 <br />IWO (126') PRECAST <br />m <br />M6 <br />77N <br />Im11 <br />17/0 <br />14m <br />,m3m11'4' <br />(136' PRECAST <br />362 <br />11'4' (138� PRECAST <br />200 <br />452 <br />154 <br />11'4- (13n PRECAST <br />4 <br />WO <br />1W7 <br />IV <br />E <br />7 <br />1372 <br />1943 <br />1M6 <br />2187 <br />12'4' (114� PRECAST <br />317MO3 <br />317 <br />lr-W (144') PRECAST <br />244 <br />402 <br />197 <br />174' (144') PRECAST <br />M <br />1M <br />Me <br />t <br />t <br />leM <br />M <br />M <br />i3M <br />to <br />2M <br />19'4' (160') PRECAST <br />286 <br />17W (IW) PRECAST <br />217 <br />324 <br />110 <br />134' (107') PRECAST <br />M <br />W <br />M4 <br />H <br />lam <br />M <br />I'm <br />10 <br />11W <br />147 <br />1M7 <br />14'-0' (16r PRECAST <br />279 <br />14.4' (18n PRECAST <br />205 <br />2B3 <br />100 <br />14'-0' (168h PRECAST <br />M <br />tm <br />m <br />717 <br />I= <br />t <br />tM7 <br />W0 (17n PRESTRESSED <br />N.R <br />14.4' (1M� PRESTRESSED <br />N.R <br />204 <br />91 <br />14'4' (1M� PREM <br />246 <br />M6 <br />4m <br />6W <br />67i <br />0M <br />em <br />1 <br />m <br />107 <br />1131 <br />/7M <br />1S4' (1841 PRESTRESSED <br />NA <br />1S4' (184F) PRESTRESSED <br />N.R. <br />289 <br />83 <br />184' (184') PRESTRESSED <br />2M <br />m0 <br />313 <br />30 <br />4M <br />M6 <br />W. <br />m <br />iM <br />Mt <br />TOM <br />1M6 <br />17'4- (20S') PRESTRESSED <br />N.R <br />1T4' (2M PRIMTRE88FD <br />N.R <br />194 <br />64 <br />1T4- (206') PRE <br />t47 <br />7M <br />mM <br />3M <br />4M <br />Me <br />621 <br />Too <br />We <br />, <br />7M <br />IV1 <br />M <br />1473 <br />174' (; M PRESTRESSED <br />N.R <br />174' (292ry PRESTRESSED <br />N.R <br />148 <br />52 <br />174' Pin PR68TRIMED <br />1M <br />1M <br />20 <br />2M <br />346 <br />4m <br />447 <br />an <br />MT <br />Mt <br />M7 <br />1 <br />747 <br />1227 <br />21'4- (268") PRESTRESSED <br />N.0. <br />21'4' REM') PRE8TRE88ED <br />N.R <br />125 <br />42 <br />21-W (2660 PRE91fE68m <br />tp <br />142 <br />204 <br />M <br />307 <br />V3 <br />3M <br />w <br />400 <br />7M <br />eM <br />on <br />i <br />18W <br />274' (M4') PRESTRESSED <br />N.R <br />22'4' OW) PRESTRESSED <br />N.R <br />118 <br />40 <br />2r-' R64) PRESTRESSED <br />187 <br />IV <br />IU <br />2m <br />MM <br />aW <br />MM <br />eta <br />4W <br />M3 <br />am <br />M3 <br />eW <br />a00 <br />24'4' (2867 PRESTRESSED <br />N.R <br />2{'-0' Re6") PRE <br />N.R <br />91 <br />33 <br />24'4' Rae9 PMTRE88ED <br />1M <br />1N <br />to <br />202 <br />7p <br />aN <br />a4: <br />40 <br />Ate <br />MI <br />4W <br />76/ <br />an <br />M <br />In <br />210 <br />4W <br />ON <br />eM <br />1002 <br />tML <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 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 SUE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 16.0126.03 <br />00�000 <br />O��Omm� <br />m00000m <br />O��mmm:�7 <br />m�0001»0 <br />mom�r.!oo <br />momo�ov <br />®�0�0m <br />cr_ <br />mom <br />0momo <br />�m�00m0 <br />O�m0�m0 <br />ommoo�c <br />oommomo <br />oommmmo <br />D000m�0 <br />000mmoo <br />®Om�0m0 <br />®ommmmo <br />0000000 <br />���mmm0 <br />00001>01100 <br />d000000 <br />i <br />1 <br />f <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />i <br />1 <br />1 <br />1 <br />I <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 />I <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 />I <br />1 <br />1 <br />Rim <br />IS <br />r.rrr rrr rrr rr rrrr—rrr <br />8E16-1 T/OMlOB I� <br />I 1 <br />I 1 <br />I 1 <br />c � sl <br />I of <br />N � �1 <br />m 4# �1 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />LINO, <br />PROVIDE B81 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-8", UNO. <br />♦ <br />8E16-1T/0M/0B ' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL32760 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />14Avw.alttleslgngroup.com <br />AA S: 0003325 <br />Uld I —J <br />k <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />LINO, <br />PROVIDE B81 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-8", UNO. <br />♦ <br />8E16-1T/0M/0B ' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL32760 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />14Avw.alttleslgngroup.com <br />AA S: 0003325 <br />Uld I —J <br />k <br />: <br />� <br />� <br />� <br />ell <br />� <br />'• <br />av»n:v all LOT: <br />SILVERADO <br />LOT #48 <br />BLK #18 <br />PROJECT# <br />04128.002-48181 <br />xoaEz: <br />4EAB <br />"1672-ARIA" <br />awawaE ewI <br />LEFT <br />PARSE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH B <br />