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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP OTC W/ (13)10d x 1 1!Z HDG NABS. <br />SMALL JACKS < 9' MAY BE NAILED W/ (10)10d x 1 1/P' HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA WI (10) 1Od x 1 1/2" HOG NABS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ I Od x i 1/2" HOG NABS, 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 LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <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 />S. 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 IL-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PSS38, .177'' x 2 7/8' LONG, WITH WASHER 0 18" 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 V-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM / 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 />Irc <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB7 <br />MASONRY <br />3000 <br />axe <br />1 45 <br />WA <br />GROUTED SOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR W PRECAST 8 PRESTRESSED UIJMMLS 8' PRECAST 8 PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD <br />PIF <br />LENGTH 41w <br />3W M PIMCABT 2311 <br />4'r M PR31CA8T II01 <br />4V 164i PRECABf 11111111 <br />Bf On POWAST 121T <br />r-1v (M PRECArT 1IItI <br />rr (M PRBDAQf Ia <br />T'r wj Pmmu 74t <br />rf tim PNEW 454 <br />too' (Im PRYW7 478 <br />11'f (13r) PREaw 3R <br />mr (1447 pmmw 337 <br />irf (Nn PRWABT 2U <br />ur (Nr) PMOAR 2H <br />14'4r (17" PRIMNEIse® NA <br />of ("" MIIIIIIIs1Ip NA <br />trf Po) PR41IQ8I® NA <br />W'f mn P1sn11ElIm NA <br />21'f on P2tsre18rm NA <br />2rr ow Iglnlelm NA <br />wr Peer PA1i1Rl31m <br />oo©000© <br />83I7m©00©0 <br />©©000©© <br />moot <br />mm©©©o0 <br />i©oo�cl�-cr <br />o©©no©�v-• <br />0©�©"K__" <br />rl+! <br />o©o©o©© <br />o©00000 <br />oo©©©BL7© <br />©000©o© <br />oo©©o©© <br />OD©��oo <br />©©©©©©© <br />©""0K__z©0 <br />0©"©©K:m0 <br />"©"0©©0 <br />"00000© <br />"""©®mlm© <br />�.7©©©©©© <br />o©o©000 <br />sI xr I r JIM I w 14et tree <br />(4) TIE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR <br />•ALLVALLUTMM FROM'IME LOW TAKW BT CAEDCAEIE MOW SM mmON <br />•ALL PIIBGBTPR0D(IO(8 ARE TO BB 818'FALLID PBR WVAfACTU1f88P11101GATIM <br />31e• M PMOABT <br />I= <br />1084 <br />I= <br />M (48') PRECABT <br />m <br />7m <br />I= <br />M �) PRBWT <br />812 <br />M1 <br />1073 <br />rf M'1 PRIM" <br />411 <br />411 <br />745 <br />aw CM PPEGW <br />360 <br />331 <br />m <br />Ir on Pmmm <br />107 <br />721 <br />410 <br />rr M9 PNKM <br />424 <br />=4 <br />3M <br />rf (1129 PMM42T <br />33I <br />601 <br />m <br />1rr M" PREGIBT <br />2I4 <br />4m <br />UD <br />11'4' (13r) PMMW <br />210 <br />40 <br />1164 <br />1" (140 F1r1'JIBT <br />W4 <br />402 <br />13Y <br />law ("In PR rmr <br />217 <br />334 <br />110 <br />14LF (ter► weave <br />2U <br />2m <br />we <br />tea (178') PRE31mew <br />NA <br />m <br />N <br />1M' (an PIiIReBBIm <br />UK <br />ZU <br />a <br />17L' wn PIlI71 <br />NA <br />194 <br />M <br />1H• on PR1811 I <br />NA <br />m <br />at <br />21W wri PIre11OBID <br />NA <br />129 <br />42 <br />22'r 0rn PIQIISR9 <br />NA <br />in <br />40 <br />W4r On P1MWMM <br />NA <br />M <br />0 <br />SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS <br />0I`0— SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE I 41MT I - I ,PINT I 4P1MT I Q7M.R f Iitr NMT <br />�00B17D©© <br />B�©�OC7m0 <br />00©0©�0 <br />ODDOD©© <br />�OClIQ�L^f���Q�Q� <br />QQ <br />- -• <br />©o�rQ�r�r!�I <br />O�QQ!Q^C7�Q� <br />(9) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />• P189AU FROM= BY OMM TO M Wr ORE70=1 VA MrTAIMABOVE <br />• PROVOB INBM4.OF BEARING PAR IACII BCE 011I1MDOW OPB1q <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTECRETE <br />DIVISION ACCEPTANCE s: 16-0126.03 <br />R--------------��--------------- — ----------------I--- <br />♦ 8F18-1T/0M1)B 8F1 -1Tl F1 -1T <br />♦♦♦♦ <br />, <br />♦♦ <br />I <br />�u <br />♦ <br />I <br />BF <br />UNO, PROVIDE BBI WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-W. UNO. <br />8RF14- <br />4•------- iLi14?ww i-----------ft I <br />BF18-1ToAmB �_ SF20-1TMMM ; <br />♦ - - - - - - - - - - L - - - - - - - - - i L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J <br />LIFT BEAM PLAN <br />SCALE: 1/4' = 1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-7748078 <br />FAX: 407-774i078 <br />wwwabds@kM*up.com <br />M B: 0003328 <br />8 <br />p <br />9 <br />'e <br />if <br />O <br />Y� <br />�D <br />31LTOW a, IA1Z <br />ABBOTT PARK <br />LOT #3 <br />BLK. #7 <br />rno"=T <br />Mori:. t-03072 <br />4EBB <br />"1828-CALI" <br />GARAGs sWUZ: <br />RIGHT <br />1PAGEh <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH EXP. C <br />DAM 11/2, <br />tCAUM 1/4"=1'-0" <br />spin= <br />1111,. s2 <br />