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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 WI (9)1Od x 1 1/2' HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)1 Dd x 1 112" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 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 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 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 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE 8' <br />DESCRIPTION <br />REMARK <br />1D <br />(2)2XB <br />BEAM SCHEDULE <br />MEMM 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 <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, TO, = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fc <br />(pal) <br />SIZE <br />W'XH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />Sal <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 />VIS <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />SAFE <br />LOAD <br />PL <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />aue <br />- msae <br />IRM <br />I e71s06 <br />I SWO I <br />W2440 <br />I OR&M <br />1 W32-M <br />TYPE <br />LENGTH <br />eUB <br />9 <br />Rg1U <br />TYPE <br />LENGTH <br />aRt7 <br />erssr <br />4Ft2-7T <br />s wr <br />eFlstt <br />avtes7 <br />e72o-,t <br />raw <br />evxti <br />Y%4.v <br />evert <br />owu <br />evsan7 <br />sm2r <br />a'4Y (42') PRECAST <br />2291 <br />r r (42•) PRECAST <br />1026 <br />lad( <br />I= <br />3'3• (4n PRECAST <br />tes <br />ms <br />Ws4 <br />eta <br />Were <br />e1s <br />f007 <br />,eel <br />tea <br />HIM <br />4a4 <br />an <br />$132 <br />Tat <br />4'-0' (4n PRECAST <br />1988 <br />4'4Y (48') PRECAST <br />786 <br />7B3 <br />1909 <br />4'41' (48') PRECAST <br />tees <br />2sW <br />mW <br />8a6 <br />46M <br />sm <br />SM <br />1m <br />2M <br />WWWI <br />Wall <br />400 <br />WM <br />Wn <br />4'-0• (54') PRECAST <br />ltpp <br />V4r (541 PRECAST <br />ON <br />591 <br />1073 <br />4'-8' (541 PRECAST <br />tm7 <br />2040 <br />27m <br />Wme <br />40N <br />4711 <br />Ian <br />,2W <br />2eW <br />2707 <br />San <br />40a <br />Oil <br />0111 <br />S4' (&� PRECAST <br />7217 <br />S4' (040 PRECAST <br />411 <br />411 <br />745 <br />S4• (811 PRECAST <br />tall <br />m <br />22n <br />a <br />ells <br />as, <br />4e22 <br />1016 <br />1715 <br />22n <br />2/s <br />Ms <br />aM1 <br />4112 <br />S-1a (70-) PRECAST <br />1082 <br />5-10• (70•) PRECAST <br />310 <br />3� <br />818 <br />9-10• (7a') PRECAB'i <br />w <br />7 <br />Ise <br />arm <br />am <br />41aa <br />w <br />MIT <br />22W <br />=3 <br />IWI <br />3es <br />ON <br />V-8' (78') PRECAST <br />m <br />Sot (76') PRECAST <br />WT <br />M <br />JIM <br />S4P M PRECAST <br />ne <br />, <br />gas <br />asI <br />V1 <br />em <br />MR <br />tas <br />ms <br />2710 <br />am1 <br />en2 <br />T4)' 8b") PRECAST <br />743 <br />T-0• Mn PRECAST <br />424 <br />534 <br />383 <br />T4! Rn PRECAST <br />m <br />2om <br />sm <br />a2s <br />m <br />1224 <br />1W4 <br />20m <br />Tall <br />2w <br />a2s <br />74• (112) PRECAST <br />554 <br />9'4• (112� PRECAST <br />326 <br />512 <br />230 <br />S4' (112D PRECAST <br />91 <br />70° <br />, <br />14a <br />ter <br />2137.ms <br />m <br />e32 <br />tale <br />fW <br />Ills <br />2M <br />s» <br />tea (128� PRECAST <br />475 <br />1010 (12n PRECAST <br />284 <br />401 <br />180 <br />ta41• (128) PRECAST <br />610 <br />en <br />all <br />trt <br />, <br />m„ <br />m <br />ea <br />IND <br />14n <br />17s <br />20ee <br />2M <br />11'4' (136) PRECAST <br />362 <br />11'4• (136) PRECAST <br />200 <br />462 <br />154 <br />114• (13n PRECAST <br />474 <br />I04 <br />a0 <br />711" <br />Wm <br />to <br />ter <br />-TM—. <br />4a <br />W7 <br />, <br />tan <br />IM <br />,ere <br />21P <br />1r4Y (144') PRECAST <br />337 <br />174Y (1440 PRECAST <br />244 <br />402 <br />13T <br />1r-W (1441 PRECAST <br />470 <br />4s <br />7M <br />foe <br />„ <br />, <br />Wee <br />47o <br />s/ <br />em <br />,as <br />t <br />ter <br />2m0 <br />/S4' (16a) PRECAST <br />286 <br />,r4' (160) PRECAST <br />217 <br />914 <br />110 <br />t3'4" (180") PRECAST <br />Ne <br />m <br />e/7 <br />7s <br />a14 <br />1 <br />rasa <br />4s <br />4W <br />IW <br />Its <br />111 <br />t <br />rem <br />14'-0' (1680 PRECAST <br />279 <br />14'-0• (16n PRECAST <br />206 <br />203 <br />100 <br />W-W (166•) PRECAST <br />as <br />as <br />W. <br />M <br />NO <br />1 <br />us <br />425 <br />717 <br />IOs <br />, <br />t <br />IN7 <br />14'-S' (171n PRESTRESSED <br />N.R. <br />wo (1760 PRESTRESSED <br />N.R <br />284 <br />91 <br />14'4P (1761 PRESTRESS® <br />X4 <br />Wee <br />Is <br />On <br />W <br />em <br />1 <br />m <br />ter <br />1131 <br />17M <br />IV-e• (184') PRESTRE68ED <br />N.R. <br />1S4• (184-) PRESTRESSED <br />N.R. <br />250 <br />83 <br />1S4' (164� PRESTRESSED313 <br />eb <br />4s <br />M <br />W. <br />Wm <br />7W <br />, <br />a, <br />f <br />tall <br />11 (206') PRESTRE86E0 <br />N.R. <br />tT4' BOWS PREVIRES ED <br />NR <br />194 <br />84 <br />1T4' R06') PRE81RESM <br />I <br />ma <br />as <br />4s <br />es <br />m <br />740 <br />all <br />I <br />t1V4• <br />e» <br />M2') PRESTRESSED <br />NR <br />1S4• RM PRESI <br />N.R <br />146 <br />62 <br />1V4• i(M PRESTRESSED22e <br />=3 <br />ale <br />4m <br />4a <br />m <br />a7 <br />Mt <br />eel <br />1 <br />741 <br />t72721'4• <br />21'4' (268') PRESTRESS® <br />N.R <br />(266•) PRESTRESSED <br />NR <br />126 <br />42 <br />21t4• (266•) PRESTRESSED <br />mt <br />am <br />as <br />40 <br />NO <br />an <br />142 <br />,m <br />2m <br />,m <br />m <br />2s <br />s7 <br />m <br />72f <br />4s <br />Mlle <br />,"e <br />104e <br />es <br />2r47 (264-) PRESTRESSED <br />N.R. <br />22'-0• (284') PRESTRESS® <br />NR <br />116 <br />40 <br />22'4Y (2840 PRESIRE86ED <br />1V <br />2m <br />Ws <br />61a <br />se <br />ep <br />es <br />24'4Y ( PRESTRESSED <br />NR <br />24'-0' M6') PREBIRE86ED <br />N.R <br />91 <br />89 <br />7A'-0' C�9 PRES7AE88ED <br />1a <br />,M <br />/n <br />7s <br />9m <br />afe <br />a4: <br />4s <br />Of <br />es <br />4W <br />7m <br />em <br />as <br />tm <br />mI <br />4W <br />ea <br />ea <br />ts2 <br />12m <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 %AFE 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 SPECIFICATIONSPROVIDE WNIMUI4 P OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />��c�n®�1 <br />O��mmm <br />mm000�� <br />oo�mmm <br />0�m00�0 <br />mo��r!om <br />mmmomoo <br />moor_ <br />�!��1 <br />��00�00 <br />mm0000v <br />mm�0©m0 <br />mm©o®mot <br />I�r�i"� <br />0�m0©m0 <br />OD®0©m0 <br />ommom�!�r_+ <br />oommomv <br />oommo�o <br />0000m8::l0 <br />Odmm��0 <br />®�m00m0 <br />�000��0 <br />0000000 <br />0000000 <br />00��0�0 <br />��00000 <br />............... <br />--------.------------------------------- <br />1 ♦ 8F16-1T/OM/OB 8F16.1T/0M/OB 8F16-1T/0M/0B <br />1 <br />1 <br />Iwi <br />03 <br />1 <br />to <br />♦♦ <br />♦♦ <br />♦♦♦♦ <br />m <br />z <br />1 <br />I <br />1� <br />Im <br />♦♦ <br />m <br />� <br />1 <br />♦- <br />GT <br />1 � 1 <br />I <br />1 ♦♦♦ 4* , 1 <br />1 ♦♦ i I <br />♦♦ I <br />1 ♦♦ I 1 <br />1 ♦♦♦ I , 1 <br />1 ♦♦ I 1 <br />1 ♦♦ i I <br />1 Y 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 I 1 <br />1 1 1 <br />1 1 I <br />Ib 1 1 <br />1 1 1 <br />1 1 1 <br />1 UNO, PROVIDE BB1 WHERE 1 1 <br />1 ROOF TRUSSES BEAR, TOP <br />1 OF WALL EL. 8'-8", UNO. 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 <br />1 � 1 <br />1 I ♦♦ 1 <br />1 ' <br />1 I 1 <br />1 � I ♦♦♦ 1 <br />i �, i i <br />1 i <br />1 I 1 1 <br />I � � 1 1 <br />1 ; , Cal 1T/OMOB <br />I i I 1 <br />1 4# 1 1 <br />1 I 1 1 <br />1 j 1 1 4 <br />1 � <br />1 I 8F16.1T/0M/0B 10 8F8- 1 8F28-1T/1M/1B 1 <br />1T/OM/OB 1 <br />b0----------- T -----L------------------- <br />L----------I ----- <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH:407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngmup.eom <br />AA #: 0003326 J <br />D <br />� <br />m <br />11 <br />loll <br />BVHDIV. All LAT: <br />SILVERAD0 <br />LOT #44 <br />BLK #18 <br />PROJECT <br />04128.00 -44181 <br />1tODEL.• <br />4EAB <br />"1672- ARIA" <br />GARAGE 8AI37G: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />