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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)1Od x 1 1/2" HDG NAILS.. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 lrr 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 HILT( 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 9-0^, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />RMEM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.OA, = 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 />(psi) <br />WH. <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BIM. <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 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />olea►GM18 <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />*--*a— <br />SAFE <br />LOAD <br />� <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH ,SUS <br />enea <br />ertsas <br />BP1B4a <br />0200 <br />w" <br />eP7aa <br />eta <br />TYPE <br />LENGTH <br />NJ8 <br />8F8 <br />RCMU <br />TYPE <br />LENGTH <br />W44T <br />WM <br />rtan <br />VIM <br />matt <br />I sear <br />02.7T <br />9 2W <br />rm4fr <br />1 WN-ff <br />eHaIT <br />W262r <br />Fit -IT <br />I W322r <br />3'4P (42) PRECAST <br />?291 <br />ra' (421 PRECAST <br />1026 <br />1024 <br />1898 <br />rfi (42� PRECAST <br />lm <br />fee <br />am <br />aw <br />m <br />Mat <br />rm, <br />t= <br />fee <br />3624 <br />43M <br />m <br />6131 <br />Tat <br />44r (461 PRECAST <br />1966 <br />44 (48) PRECAST <br />786 <br />763 <br />I= <br />4 0' (48•) PRECAST <br />tm <br />ae <br />aN0 <br />eeB <br />Ono <br />m <br />evn <br />tfe <br />fee <br />ale <br />ete <br />4m <br />an <br />an <br />44r (541 PAST <br />16W <br />4a' 1641 PRECAST <br />692 <br />d91 <br />1079 <br />441' l64'1 PREGIBT <br />1m <br />am <br />270 <br />m <br />4043 <br />47" <br />e71 <br />1a7 <br />JIM <br />na7 <br />3m <br />4043 <br />m1 <br />WO <br />ra• (441 PRECAST <br />t217 <br />SW @41 PRECAST <br />411 <br />411 <br />746 <br />ra• (641 PRECAST <br />TOTS <br />m <br />2m <br />m <br />m <br />m, <br />4a3 <br />1016 <br />t7N <br />ate <br />ae <br />ae <br />3e1 <br />4a2 <br />S-10' (701 PRECAST <br />1082 <br />8-t7 (70`) PRECAST <br />340 <br />886 <br />616 <br />S-1C (70') PRECAST <br />on <br />tev <br />fae <br />3W <br />te0 <br />41a8 <br />m <br />ten <br />=0 <br />ae <br />8t07 <br />afa <br />41M <br />rd Mn PRECAST <br />SOS <br />ra' Oe') PRECAST <br />W7 <br />721 <br />400 <br />d-0' (7B') PRECAST <br />m <br />t <br />2m <br />mt <br />m <br />14a <br />Net <br />as <br />area <br />am <br />at2 <br />T4I (901 PRECAST <br />748 <br />Tor W= PRECAST <br />424 <br />534 <br />333 <br />T4 (9n PRECAST <br />"T <br />7 <br />, <br />m7 <br />3m <br />m <br />+m <br />im <br />me <br />aae <br />aen <br />some <br />V4' (1121 PRECAST <br />664 <br />ra' (112') PRECAST <br />326 <br />512 <br />230 <br />914• (1121 PRECAST <br />am <br />7a <br />+ <br />M <br />21n <br />fea0 <br />6H <br />eet <br />1318 <br />1M3 <br />NBe <br />m4 <br />2M <br />td4r (1201 PRECAST <br />476 <br />104r (+26') PRECAST <br />264 <br />401 <br />180 <br />W41' (1281 PRECAST <br />e0 <br />en <br />m <br />,1e <br />t4et <br />, <br />mt <br />no <br />m <br />1180 <br />1472 <br />Ire <br />ae <br />2140 <br />114' (13" PRECAST <br />882 <br />114• (1381 PRECAST <br />200 <br />452 <br />154 <br />11'-e (138) PRECAST <br />414 <br />a4 <br />8Y0 <br />IW <br />Im <br />404 <br />On <br />1 <br />t372 <br />tee <br />tee <br />219r <br />1" (1441 PRECAST <br />897 <br />12'4r (1441 PRECAST <br />244 <br />402 <br />187 <br />1r-0' (1M1 PRECAST <br />470 <br />4e <br />734 <br />m <br />tt <br />t <br />1m <br />470 <br />e0 <br />M <br />,m <br />, <br />to <br />an <br />17-W (180'9 PRECAST <br />296 <br />Ira• (tool PRECAST <br />217 <br />ez4 <br />110 <br />Ira• (tool PRECAST <br />411 <br />m <br />m <br />Tee <br />e4 <br />1 <br />1m <br />4a <br />400 <br />is <br />IIe <br />u <br />Ien <br />14'4' (1B81 PRECAST <br />279 <br />W-V (1661 PRECAST <br />205 <br />203 <br />100 <br />14'-0" (IWI PRECAST <br />m <br />ea <br />7a <br />r <br />1210 <br />MO <br />4a <br />rn <br />1a1 <br />, <br />1 <br />,m <br />11 (178) Wd31 <br />N.R. <br />14'4)• (1761 PRE <br />NR <br />284 <br />91 <br />14'd (1761 PRrd <br />m <br />m <br />3M <br />m <br />ea <br />ee <br />V2 <br />en <br />m <br />1 <br />m <br />tm <br />17M <br />Ems <br />tra' (1e41 PRE <br />NI <br />tra' (1641 PRE <br />N.R. <br />269 <br />83 <br />Ira' (7641 PRE811i�8® <br />m <br />313 <br />315 <br />40 <br />eN <br />W <br />m <br />7e <br />n7 <br />tee <br />Kmmm <br />Ira' �T n PRESTRESSED <br />NA <br />� Ira• 0081 P SSED <br />N.R <br />194 <br />64 <br />Ira• (108') P <br />,n <br />7R <br />m <br />m <br />as <br />m <br />a, <br />m <br />an <br />7e <br />e73 <br />14 <br />194' RM PREST <br />NR <br />Ira• (2 r PRESTRESSED <br />N.R. <br />148 <br />62 <br />19'a' �9 P <br />iC <br />m <br />m <br />04/ <br />N7 <br />747NEM <br />t227214• <br />OEM <br />OEM <br />NEM <br />WM <br />NUM <br />MEN,e <br />(2661 PRESI D <br />RR <br />214" (25111 PRESTRE68ED <br />NR <br />125 <br />42 <br />21'a• W PRESTRESSED <br />tom <br />mmm <br />mee <br />m <br />m <br />1048 <br />(2641 PRFE1RE89ED <br />N.R <br />22'0'(2841 PRE <br />N.R <br />118 <br />40 <br />22'4r (S84) PRESTRESSED <br />1ST1a7 <br />to <br />m <br />134084147-e47 <br />4a <br />4a <br />so <br />4e <br />Ba2T-0' <br />w <br />T4'4r (286') P <br />N.R. <br />No On PRESTR 9ED <br />N.R <br />91 <br />88 <br />24'-W On PRESTRO <br />fa417e4" <br />is <br />m <br />m <br />4a <br />Tar <br />Bwto <br />ee <br />m <br />4D <br />eN <br />ee4 <br />tat <br />tat <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 />RESAR. <br />-ALL VALUES TAM FROM WM LOAD TABLES' BYCASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />-ALL PRECAST PRODUCTS ARE TO BE 848TALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MUOMUM 4 OF BEARING PAST EACH SIDE OF WRDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />D�OODOm <br />D�mOmiC�� <br />v00000m <br />.0m00�010 <br />'mo��r!oo <br />®000moo <br />iim�OQ�i'T!9 <br />���ODOm <br />0®�DD�m <br />�m�00m0 <br />mm000C�*Q� <br />0�m0��0 <br />Om®00�7'�!Q <br />�000©m0 <br />oommomo <br />��0©m00 <br />oommmoo <br />®�000m0 <br />�OmmmmO <br />000s�o©v <br />©�mm0m0 <br />0�00�©0 <br />d0©STOOD <br />0000000 <br />0000®m© <br />��0©�00 <br />J <br />-------------------------------------------- <br />p <br />ta. 8F186'.0' /OB 8F78.7'-6" B <br />g-p^ 7,-6" <br />I � <br />s tO� <br />t � <br />8F16-1T/0M/0B <br />7'4" s1 <br />a" <br />1 eta ,7� <br />T % <br />& t <br />F �� •ram <br />1 <br />9 UNO, PROVIDE BB7 WHERE <br />t ROOF TRUSSES BEAR, TOP '*c <br />OF WALL EL. B'-0•, LINO. '#"�' <br />F <br />tE <br />x. 4' <br />/ <br />d 2 <br />tt <br />1 <br />t ( <br />F <br />�8e ) <br />/ ) <br />2 a <br />E <br />f ) <br />r 1 <br />: <br />9 I I �. <br />? L — — — — — J .c �. <br />t .P <br />4 <br />s <br />a � <br />OT $ <br />iu- <br />8RF14-1T/0M10B �' 1 <br />a q SF8- <br />p 8F20-lT/OM/18 ) N 1T/OM/OB 8F16-lT/0M/0B <br />LIFT BEAM PLAN <br />SCALE: 1/4' = T-O" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX 407-774.4078 <br />www.abdosigngroup.com <br />AA R: 0003325 <br />a <br />OPEN <br />14 <br />7 <br />c <br />A <br />eusaty a9 LOT, <br />SILVERADO <br />LOT #36 <br />BLK #18 <br />11PIROJZCTO <br />04128.002-36181 <br />MODE]w <br />4EWB <br />"1499-FREEPORT" <br />GARAGE 8W1KG: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH XP. B <br />