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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x i 1Y1" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 WI 1 Od 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 MATCH CONNECTOR FINISH. <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 />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 />SECURE2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .177" " x 2 7/8' LONG, WITH WASHER C 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 />INDICATES OPENING BELOW / T.O.S. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.OA = TOP OFARCH I T.O.S =TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, O/C = ON <br />CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(ql) <br />ZE <br />NPxxH <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />STM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />1 #8 <br />1 <br />GROUTED SOLID <br />'CAST-CRETEN <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />9'PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL LOADS <br />8" PRECAST & PRESTRESSED <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS FOR <br />8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />`IaB�M16 <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />41aFGMIM <br />SAFE <br />LL OAD <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />MJI <br />eRO <br />ot� <br />Ft� <br />�� <br />mt'M <br />PJIr <br />IPef4e <br />TYPE <br />LENGTH <br />BUB <br />RCA1U <br />TYPE <br />LENGTH <br />OMIT <br />esar <br />*12-a <br />eruar <br />~T <br />41'M4!T <br />4PM4T <br />wear <br />4P1FTf <br />e>'xar <br />4w4T <br />MM[T <br />IIi <br />weer <br />Y4" (49') PRECAST <br />Tut <br />Y4• (4r) PMOW <br />1005 <br />1024 <br />1IM <br />Y4• M PR@CABT <br />r <br />Mn <br />4M <br />1m <br />Mn <br />>». <br />4m <br />am <br />4s4 <br />m <br />4w <br />ow <br />aM <br />,�, <br />4-0' N69 PIECABT <br />11M <br />fV (4" PREGI6T <br />7A <br />7A <br />1309 <br />No (4B') POWA@T <br />tw <br />aM <br />arse <br />sM <br />40M <br />e2M <br />Mao <br />MM <br />2eM <br />MM <br />MM <br />4eM <br />een <br />Ms <br />4'-V (54•) PRECAia <br />1111 <br />N4' i4') PRECAST <br />5B2 <br />5Bt <br />tD7a <br />4'4' pRECABT <br />rnr <br />sM <br />aoT <br />sss <br />4w <br />art <br />10 <br />sM <br />210 <br />3M <br />4w <br />4T1 <br />WS <br />@4' (Mi PRWABT <br />7217 <br />@4• la'1 FRECJIBT <br />411 <br />471 <br />745 <br />8�' lM') FAECA@I <br />70N <br />t <br />we <br />an <br />ew <br />MM <br />4m <br />MM <br />Im <br />nu <br />21M <br />aee <br />sM <br />4w <br />@-10' (70•) PRECAW <br />1052 <br />@-10• (70') PRECAST <br />3W <br />336 <br />616 <br />FAIT CM PRECAST <br />1 <br />M <br />41m <br />w <br />Ma <br />m <br />esa <br />we <br />4M1 <br />@ p (m) PRECW <br />SOB <br />@4' M PREb16T <br />W <br />721 <br />Mo <br />@4• Un PASCAST <br />tl1 <br />w <br />I" <br />,Me <br />me <br />aM <br />sm <br />2TM <br />rd lB0') PRECAST <br />7p <br />r4' M PRIR:116T <br />4M <br />534 <br />3A <br />T'4' (55') PRECAST <br />low <br />mw <br />Naha <br />mT <br />m <br />MM <br />,m <br />of <br />24r <br />m <br />@-r (1127 PRECAST <br />B4' (11r) PRWABT <br />32B <br />5u <br />no <br />@d' mr) PMBOW <br />M1 <br />aM <br />w <br />/w <br />,w <br />wo <br />am <br />Ime (128) PRECMT <br />47a <br />t@4• q2" PRE W <br />2M <br />401 <br />160 <br />t@4• (12n PNOW <br />w <br />m <br />w <br />, <br />w <br />w <br />tw <br />,m <br />,w <br />m <br />I <br />11'-C 03n PRECAST <br />8@1 <br />1t4• (,33� WiECABT <br />230 <br />m <br />1M <br />1,'4' om mama <br />« <br />m <br />1M <br />4s <br />m <br />Ma <br />,w <br />M o. <br />17-W (WI PRBCMT <br />327 <br />u14' (744') PRECAST <br />M4 <br />402 <br />IN <br />1lV' (1M PRLGBT <br />« <br />4" <br />mm <br />w <br />11 <br />« <br />w <br />w <br />MM <br />, <br />,M <br />I" (1W) PRWABT <br />210 <br />134' (18" PRECAST <br />217 <br />3M <br />110 <br />1Yi• (ion PRECAST <br />411 <br />w <br />w <br />ss <br />M. <br />, <br />"a <br />4M <br />4M <br />w <br />„M <br />M1 <br />I" (1BB•) PRECAST <br />sro <br />14%W (18y PNMW <br />205 <br />m <br />100 <br />W4' (1W) PRECAST <br />m <br />w <br />w <br />72s <br />w <br />1 <br />4M <br />717 <br />1 <br />W4• (Im PRAIRFam <br />NA <br />,4%r (176•) PR WMW <br />NA <br />264 <br />61 <br />Wa• (1767 PRt <br />w <br />w <br />m <br />w <br />w <br />w <br />w <br />w <br />w <br />, <br />m <br />1a <br />,@-e t+M') PtIA711A8® <br />NA <br />,34• (ter► PRA7REBI® <br />NA <br />2A <br />A <br />I" (7B1") PI�7RL65® <br />m <br />w <br />m <br />w <br />w <br />w <br />w <br />w <br />w <br />, <br />eN <br />11. <br />,r-4• (Yon PRAM <br />NA <br />17'4• On PRBII� <br />NA <br />1M <br />84 <br />lr-r pee•) PRAT <br />w <br />w <br />4M <br />ea <br />w <br />1111 <br />I" Mn PRAM <br />KFt <br />1@i' par► PRATRe,AA <br />NA <br />14e <br />ffi <br />1@-P p32•) PRATMee® <br />1M <br />1s <br />w <br />w <br />w <br />4M <br />4n <br />w <br />e1r <br />M1 <br />w <br />1 <br />214' pA') 1'RAIAEBBED <br />N,0. <br />2,4• on PRE31R621EO <br />NA <br />125 <br />42 <br />21W per) MIPIRAI® <br />,M <br />4M <br />m2Y4• <br />w <br />w,M <br />X" PRAIRAe® <br />NA <br />22.0' pe47 PRATE <br />NA <br />11B <br />40 <br />22'4• RM•) P <br />m <br />MAMW <br />w <br />w <br />=inm <br />w <br />4M <br />w <br />4M <br />w <br />w24'4' <br />m" PRAIRI m <br />NA <br />srr per) PRE <br />NA <br />e1 <br />m <br />W4' per► PRAIREM® <br />/a <br />w <br />m <br />WIN <br />- -- <br />to <br />— <br />ss <br />-- - <br />r <br />---- <br />4M <br />- <br />m <br />- - <br />,ea <br />- -- _- <br />tta <br />(#) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE PERCENT <br />ADDED <br />REBAR <br />(#) THE <br />REDUCTIONS <br />NUMBERS <br />IN PARENTHESIS <br />FOR GRADE <br />40 <br />ARE <br />FIELD ADDED <br />PERCENT <br />REBAR. <br />•ALLVALUESTAN:N F140M 91 X LOAD TAKW BY CA@IGREM NAY 2015 EDITION -PRECAST PRODI I6 BYOTHIM 70 MEETOR E1MW VALUES STA70ADM <br />-ALLPRECABTPRODIICTB ARETOWNWAL IDPERMANII:AOlU1MIBBPBGFICATIOW-PRO"eNRM4.OF BEAMS PART 61CN SM OFWJDOW OPBNBa <br />PRO DUCT CONTROL NOTICE OF ACCEPTANCE F.E.C,P. 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PROVIDE BBt WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'A", UNO. <br />8F8- <br />r— — — — — - <br />L — — — — — J <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />11 <br />�1 <br />'1 <br />A <br />:1 <br />'1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />s � <br />.......... .......... . ......... ------------------- <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONOWOOD,FL32T60 <br />PH: 407-7748078 <br />FAX: 407.7744078 <br />' www.abdeMlgnonup.com <br />AA B: 0003325 <br />I fill <br />0 <br />b <br />Q <br />SU'saIV. a IiOT. <br />SILVERADO <br />LOT #4 <br />BLK #18 <br />r�J>xs 04181 <br />uoasl.l <br />4EBB <br />"1828-CALI" <br />dAPAlOE s/rII'iOs <br />RIGHT <br />PAO>c: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />C <br />�2 <br />Dw� 12/09/19 <br />s>;aar <br />s2 <br />