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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA16 W(9) 10dx 1 1 PL' HDG NAILS. <br />SMALLJACKS < 9' MAYBE NAILED W(IO)dx 1 12" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 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 VMH <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. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />S. 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 (41. <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 WLL 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 P8836, .177" ` x 2 7/8" LONG, VMTH WASHER (a 16' O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOVMI 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 />SIP CH <br />REMARK <br />0 <br />(2)2XII <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.S. = 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 />(r0 <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />aTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3000 <br />Bx16 <br />(1)#6 <br />(1)#6 <br />N/A <br />GROUTED SOLID <br />B82 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS <br />*--0 1R SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE 3lN IRA ePla4a r114a raft 4P" raba wu a <br />LENGTH <br />V4' (421 PRECAST 22H <br />44r (4h PRECAST 188E <br />418' On PRECAST 18N <br />" on PRECAST 1217 <br />5-UP (7S9 PRECAST 1082 <br />r4' On PRECAST 40a <br />T4' Mn PRECAST To <br />rs' (112') PRECAST a" <br />1r4' (Iu) PRECAST 475 <br />114" (13" PRECAST as <br />174' (144') PRECAST 337 <br />13W (188') PAWAST 298 <br />I" (1Sr) PRECAST Y79 <br />I" (17S') PROTRE88BS NA <br />I" (1S4') PIIB'IRBISIXI N.R. <br />174' RAC PRENTRIBED NA <br />194' Raj) PR3611 NA <br />214' Rom► PRESTINI IM NA <br />2r-W 0110 PIE211EMED NA <br />2" — PRBITRlMED <br />voocaoov <br />DEDmOmOm <br />vaovE©EDEv <br />oomdmom <br />om0000c� <br />oomQf��m <br />EDEE�EDEVECi-7E©EO <br />mm00000 <br />EOE©l�DODEO <br />OFs�DEDEDEI�.IEC'!1 <br />�maoaE©E©EO <br />DEDEDEE�©E©0 <br />v00000v <br />00000 <br />ED©0000v <br />o©0©000 <br />000E©EDEEAEO <br />0�00000 <br />lOEDEDE�E <br />EZE <br />Ev07�0�00 <br />EVE0�E00EEERE0 <br />�MIZE"" <br />E�7E©©EE�E©EEME© <br />0�00�©0 <br />®�000�0 <br />'©E©EEC©EE�EE�EE� <br />�DEOD�DED <br />E0007EE7EDEE7�� <br />©©CAE©E©©O,M <br />NA 1s T M la4 41a tart <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR <br />-ALLVAL(IES TAKIN PROM'11APE 4CAD TARLIW SY CAS(CJIETE MAY 2MI EDITION <br />-ALLPRICASTPRODUCI METOSEOWALaIDPERMAM)FACTIIREBBP6EIC111 <br />SAFE LATERAL LOADS FOR <br />CAST 8 PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-UNTELS <br />SA FEELS <br />1 *-4-- SAFE LOAD - POUNDS PER LINEAR FOOT <br />ID� WPM "0oft-- 17-3-,MT aTa0r -,MA F -,Ml0U <br />r4' (4r) PRECAST <br />10261 <br />low <br />I ,39I <br />I r4' (m PRECAST <br />410' (4n PRECAST <br />786 <br />783 <br />1300 <br />41P (4" PRECAST <br />4W QW) PRECAST <br />02 <br />391 <br />,on <br />4'4' (I4') PRECAST <br />E4' (80 PRECAST <br />411 <br />411 <br />746 <br />r-' (34') PRECAST <br />SAW (TO') PRECAST <br />310 <br />389 <br />Me <br />8'670' (70') PRECAST <br />r4' (In PRECAST <br />MIT <br />721 <br />490 <br />r4' (7a9 PRECAST <br />r4r (W) PRECAST <br />434 <br />am <br />383 <br />T4' (do') PRECAST <br />FW (112') PRECAST <br />323 <br />812 <br />23D <br />f-C (11r) PRECAST <br />194' (12r) PRECAST <br />384 <br />401 <br />180 <br />194' (12r1 PRECAST <br />114' (13n PRECAST <br />280 <br />452 <br />164 <br />114' (13r) PRECAST <br />I" (144') PRECAST <br />2" <br />402 <br />IV <br />Ir-r (144.) PRECAST <br />11w per) PRECAST <br />217 <br />324 <br />110 <br />IF-C (IWI PRECAST <br />14%7 (iW) PRECAST <br />208 <br />223 <br />100 <br />14'4' (,on PRECAST <br />1" (17" P1 MMM <br />Kit <br />264 <br />91 <br />14W (Im Pli NMM <br />18'-4 (IS4') PRO,REBBEO <br />N.R. <br />M <br />83 <br />1r4' (1M') PNWFMM <br />174' R099 PMFnENO <br />NA <br />1S4 <br />64 <br />,74' R089 PRESI mm <br />11104' Mn PRIMITIVISM <br />NA <br />1148 <br />62 <br />1r4' Rom) pFgffrpum <br />21W On PRESTRINIM <br />N.R. <br />126 <br />42 <br />m--c on PR6718'aBFD <br />zw RI49 pmerimmomNA <br />11S <br />40 <br />2r-0" R3r) PRBilE81E0 <br />wn PRE3TR1mseD <br />NA <br />81 <br />33 <br />34'4' (3Ia") PRffiTR638ED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-PRECASTPRODUCTSBYOMMTOMEETOREDO WVN.ISFSSTATBDASOVE <br />-PROVIDE 1010 M COFGEAMdd PAST EACH SIDE OPWIIDOISOPENINS <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTECRETE <br />DIVISION ACCEPTANCE #: 16-0120.03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4' = 1'4r <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesWrigrouRcom <br />AA 8: 0003325 <br />lannn <br />EEuvmrv. k LO h <br />SILVERADO <br />LOT #55 <br />BLK. #6 <br />PSO a 00 —5 <br />MoDZU <br />4EHB <br />"2605— HAYDEN" <br />GAVAGa 811rAJG4 <br />RIGHT <br />PAGSL <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />DA� 1/18/19 <br />snsm <br />S2 <br />