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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) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON HIOA OR LGT2 W/ 1Dd 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 />BEAM SCHEDULE <br />RZOM 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, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT <br />MARK <br />DESCRIPTION <br />Pc <br />(psi) <br />SIZE <br />WxH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />NIA <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />/MIS I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />T-S' (42') PRECAST 2231 <br />C-W (461 PRECAST 1969 <br />P-0' (64') PRECAST im <br />84' (84') PRECAST 1217 <br />8-Ur (70') PRECAST 1002 <br />&- (71n PRECAST 908 <br />T4' M PRECAST 743 <br />94' (112') PRECAST 554 <br />10-4" (12n PRECAST 475 <br />11'4- (1381 PRECAST 362 <br />1T4' (144') PRECAST $37 <br />13V" (1W) PRECAST 205 <br />14'4' (1W) PRECAST 279 <br />14W (17n PRESTRESSED N.R. <br />IV4' (1841 PRESTRESSED N.R. <br />1T-4" (20r) PRESTRESSED N.R. <br />W-V Mn PREBTRESBED N.R. <br />214' CA01 PRESTRESSED N.R. <br />22W ON41 PRESTRESSED N.R. <br />w.w PRESTR668ED <br />K=i®gym=t77-ml3 <br />OmmO©Om <br />ODmiza®mm <br />amoo©oKam <br />m��doo <br />momomoo <br />m®ommm <br />00 <br />ommO <br />WM""" <br />mm00®K=_ <br />11 11 <br />O�m0��0 <br />om®oo <br />�+ <br />oo®o©oo <br />� ommom�±�n <br />IOmmmmlKmm0 <br />O��mm�0 <br />oommmoo <br />®I000mm0 <br />""mEnMm00 <br />0��00®0 <br />DOmO�®0 <br />a10�::70mm0 <br />1010��m�0 <br />""""Illcmllmm <br />OEM"""" <br />00�0® <br />I00000.00 <br />m�oommm <br />)0100�u7000 <br />(2557 N.R. in I m 1 4se 1 Bel 1 W I 1042 I Im <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR, <br />ALL VALUES TAKEN FROM W.FE LOAD TABLES" BY CABTCRETE MAY 2015 EDITION <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />TEN SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />6WV-6 M I SAFE LOAD - POUNDS PER LINEAR FOOT <br />V-r (4Y) PRECAST <br />1026 <br />1 1024 <br />1 1598.1 <br />3'4' (4T) PRECAST <br />4'4" (49') PRECAST <br />785 <br />763 <br />1309 <br />4'4' (48) PRECAST <br />4'8' (84'). PRECAST <br />602 <br />691 <br />1073 <br />4'4' (641 .PRECAST <br />SW (84') PRECAST <br />411 <br />411 <br />745 <br />VW (64') PRECAST <br />V-10' ('759 PRECAST <br />340 <br />339 <br />616 <br />F-10' (717) PRECAST <br />6'4' (78') PRECAST <br />507 <br />721 <br />490 <br />V4r (789 PRECAST <br />7'4' Mn PRECAST <br />424 <br />634 <br />383 <br />T4' M PRECAST <br />94' (1127 PRECAST <br />325 <br />512 <br />23D <br />94' (112') PRECAST <br />WS' (12n PRECAST <br />254 <br />401 <br />180 <br />10'-0' (128') PRECAST <br />11'4' (138) PRECAST <br />260 <br />462 <br />154 <br />1VW (138P� PRECAST <br />12'4' (144') PRECAST <br />2" <br />402 <br />137 <br />124' (144') PRECAST <br />1Y4' (18n PRECAST <br />217 <br />324 <br />110 <br />1 194" (IW0 PRECAST <br />W4' (Ian PRECAST <br />205 <br />203 <br />100 <br />14'4' (188') PRECAST <br />14'4' (1M PRESTRESSED <br />N.R. <br />284 <br />91 <br />Vr-r (IM PRESTRESSED <br />1B4' (164') PRESTRESSED <br />N.R. <br />259 <br />83 <br />IV-4' (184") PRESTRESSED <br />174' CAA PRESTRESSED <br />N.R. <br />194 <br />84 <br />174' (?OB") PRESTRESSED <br />W-0 Mn PRESTRESSED <br />N.R. <br />148 <br />52 <br />19-C (232') PRESTRESSED <br />214' (256') PRESTRESSED <br />N.R. <br />126 <br />42 <br />21W WSJ PRESTRESSED <br />274" (254") PRESTRESSED <br />N.R. <br />118 <br />40 <br />2T4' (264) PRESTRESSED <br />24'4" .0188') PRESTO <br />N.R.. <br />91 <br />33 <br />24'4' PSI PRE8TRES8ED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />- PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />- PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCEM 16-0126.03 <br />------------ <br />1 1 <br />�������� <br />R♦ BF16-1 T/0 7/0; <br />r 16-- <br />8F16.1T/OM/OB <br />------------- <br />8F16-1T/OlW0B <br />♦♦ 2 j <br />1 <br />♦♦ 1 I <br />4 <br />♦♦♦ , <br />1 <br />1 <br />1 <br />♦ I <br />♦♦ <br />1 <br />GT I <br />♦♦♦ <br />1 <br />1 <br />♦♦ j <br />1 <br />1 <br />♦♦ I <br />1 <br />, <br />♦♦♦ <br />1 <br />I <br />1 <br />1 <br />%♦ I <br />1 <br />♦♦ <br />1 <br />♦ <br />1 <br />4* <br />im <br />%% <br />i <br />1 <br />1 <br />1 <br />1 <br />I <br />� <br />1 <br />1 <br />1 <br />1 <br />U.N.O. PROVIDE BB1 <br />1 <br />1 <br />WHERE ROOF TRUSSES 1 <br />BEAR, TOP OF WALL 1 <br />1 <br />1 <br />EL. 8'-0" U.N.O. <br />1 <br />1 <br />1 <br />1 <br />1 <br />♦♦ <br />1 <br />i <br />1 <br />♦♦ L-----� <br />j <br />1 <br />i <br />1 <br />I ♦♦ <br />1 <br />1 <br />♦ <br />1 <br />♦♦ <br />1 <br />1 <br />♦♦ <br />1 <br />j ♦ <br />1 <br />i <br />% <br />i <br />i <br />♦♦ <br />GT <br />1 <br />1 ♦8RF14-1 TlOMI08 <br />♦ <br />1 <br />1 <br />, 1 <br />♦ <br />1 <br />1 ♦♦4 $" <br />♦♦♦ <br />' o <br />1 <br />8F8- <br />1 <br />1 ♦ <br />1T/OM/06 ♦ <br />1 <br />8F16-1T/OM/OBI ♦ <br />5 10 8F20-1T/OM/1B ♦♦ <br />8 <br />-----m-------------------- y <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-O" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA C 0003325 <br />h <br />y <br />MINE <br />E <br />m <br />O <br />SVSDiv. A¢ LOT: <br />ABBOTT PARK <br />LOT #22 <br />BILK #8 <br />PROJECT#1 <br />04181.000-22081 <br />acoDsy{i <br />1408" <br />"DAKOTA" <br />GARAGE DVaNG: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />mm <br />D 20 <br />SCALE: 1/4"=1'-0" <br />8HEET <br />S2 <br />