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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 HTA/8 W/ (9) 10d x 1 12" HDG NAILS. <br />SMALLJACKS < 9' MAY BE NAILED W/ (10)d x 1 12" HDG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 12" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT18A OR LUGT2 WI 1Od x 1 12" 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 WRH <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 />8. 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 WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />9. PLACE 2c4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2)c MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATEO <br />FASTENER, ZF 72 PSS36, .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 />HEADER SCHEDULE <br />MARK <br />SZE <br />DseckIPT47F1 <br />REMARK <br />0 <br />12) 2X8 <br />BEAM SCHEDULE <br />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, O/C = ON CENTER, F.E.S. -FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />Ife fni) <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x16 <br />(1)45 <br />(1)#5 <br />WA <br />GROUTED 80L10 <br />BB2 <br />MASONRY <br />3000 <br />8x8 <br />1) #6 <br />N/A <br />GROUTED SOLID <br />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH sw <br />Vr (42') PRECAST 2231 <br />4'r (481 PRECAST 1980 <br />4'r (84') PRECAST IRIS <br />FW (841 PRECAST 1217 <br />S--1S' (TO') PRECAST 1082 <br />Br (18) PRECAST 900 <br />rr (90") PRECAST 748 <br />S-• (112) PRECAST i4 <br />1Sr (12n PRECAST 475 <br />11N• (136) PRECAST 382 <br />I" (1441 PRECAST 337 <br />12-' (160) PRECAST 296 <br />14'0 (101 PRECAST 270 <br />W4F (178) PRE MMM NR <br />1Sr j1IN1 PItli1 *xm NR <br />1rd' R087 PRE6REIli NR <br />19W M" PRE NR <br />211-C on PRE81Ri1i NR <br />22W P41 PRE81REW NR <br />244r (29a1 PFM71 M NR <br />ODmO©0� <br />v0ov0om <br />OOmmmO� <br />©m00000 <br />m000000 <br />moon <br />mmov000 <br />moo���Q <br />0�00/1�00 <br />o©000 <br />m©00©00 <br />m�0©OQ� <br />©m10=21EM <br />wm"" <br />10 <br />10 <br />0��0�00 <br />000©oov <br />00000mv <br />000©000 <br />ODD©�00 <br />om0000v <br />m�00�00 <br />0�00��0 <br />0��00�0 <br />1O I >IN 14p 4N 4N RN 1: <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALLVAUJMTAM FROM SAFE LOAD TAMW BY CASTIONSTE ANY 201E EDRION <br />-ALL PRECAST PRODUCTS ARE TO SE INSTALLED PER VANUFACTERES SPEGFICATIONB <br />SAFE UPLIFT LOADS FOR 8" PRECAST 6 PRESTRESSED U-LINTELS <br />4tAOF-6M I SAFE LOAD - POUNDS PER LINEAR FOOT <br />94! On PRECAST <br />102E <br />1094 <br />169E <br />24r W PRECAST <br />44' M PRECAST <br />766 <br />763 <br />1309 <br />44' On PRECAST <br />W4r (641 PRECAST <br />692 <br />691 <br />1073 <br />Wr 0E41 PRECAST <br />F-C 1a41 PRECAST <br />411 <br />411 <br />746 <br />Br 041 PRECAST <br />S-iV (701 PRECAST <br />340 <br />3110 <br />010 <br />&-10• (791 PRECAST <br />Br (7C) PRECAST <br />W <br />721 <br />40 <br />rr M PRECAST <br />rr On PRECAST <br />424 <br />634 <br />31115 <br />Tr 01 PRECAST <br />" (112) PRECAST <br />376 <br />512 <br />230 <br />r-C (1721 PRECAST <br />10W (128) PRECAST <br />204 <br />401 <br />180 <br />Ear (126) PRECAST <br />11' C (13r) PRECAST <br />260 <br />462 <br />164 <br />11--r (130) PRECAST <br />124r (,44') PRECAST <br />244 <br />402 <br />137 <br />/24r (1441 PRECAST <br />12-C (1ta) PRECAST <br />217 <br />324 <br />110 <br />1" pw1 PRECAST <br />Nr (1681 PRBCABT <br />208 <br />293 <br />100 <br />ud (1aa•) PRECAST <br />10r (175) FIIiTRi1PD <br />NA <br />284 <br />91 <br />ur JIM PRi7Ri <br />1Si" (1641 PRES MMW <br />N.R. <br />269 <br />83 <br />/B4• (1841 FRBB7Ri <br />174• Mill PMBTMM <br />NA <br />194 <br />" <br />1rr wn Pivion i <br />OW Mn PRESTRESSED <br />NR <br />146 <br />62 <br />19'B mn PREP <br />2VC OM PRi1RMM <br />N.R. <br />ISE <br />42 <br />2P-P PM FRiTRi <br />274F PC) PRi1RUM <br />NIL <br />118 <br />40 <br />22r 0641 PRi1Ri <br />24'r 011111 P <br />NA <br />9/ <br />33 <br />24'4r Mn PA691Ri <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-PRECAST PROOUCT6 BY OTHERS TO AEETOR OMM VALUES STATED MOVE <br />-PRONDE►NRM4.OF BEARING PART EACH SIDE OF WIMIM OPENING <br />PROIXJCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE <br />DIVISION ACCEPTANCE M 16-0126.03 <br />le ----------------------------- <br />------------------------A <br />11-. � 1 <br />1 <br />1 <br />♦ 8F18-i TIOMAB 8F16-,T/OM/OB 8F16-lT/0MN8 <br />♦♦♦ <br />1 <br />24p, <br />1 <br />1 <br />♦ 1 4 <br />1 <br />1 <br />♦ ♦ <br />1 <br />F_ 7 <br />i <br />U.N.O. PROVIDE BB2 WHERE <br />ROOF TRUSSES BEAR, <br />TOP OF WALL EL 18'-8" <br />1 <br />1 <br />I <br />4* <br />j <br />0 4* ♦♦ <br />1 <br />I <br />I <br />♦♦ <br />1 <br />1 <br />F- 1 <br />4* <br />I ♦ <br />1 <br />1 <br />♦ <br />4► <br />�� <br />1 <br />1 <br />; <br />4* <br />j I <br />1 <br />1 <br />4* <br />i <br />1 <br />1 <br />1' <br />1 <br />j2.1 <br />1 <br />I 8F16-lT/0M/0B <br />I8F16-1T/OkWB 1 8F18.1 T/OM/OB <br />1 <br />1 <br />I <br />1 <br />��-}------=---------L---------J <br />------------------------J <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = V-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .ebdeslgngroup.00m <br />AA 5: 0003328 <br />b <br />.ti.. <br />~Z <br />666 <br />$ <br />EQ <br />S <br />4 <br />1!><J1lDIV. Ae IATt <br />SILVERADO <br />LOT #17 <br />BLK #07 <br />ipsoa oQT11► <br />4 .0 2-17071 <br />MODRU <br />4EHB <br />"2605- HAYDEN" <br />(FARAoE! e=14102 <br />RIGHT <br />PAGM <br />SECOND <br />FLOOR <br />LIFT BEAM <br />PLAN <br />50 MPH EXP. Pj <br />