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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) lDd x 1 112"HDG NAILS <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W1 (8) 10d x 1 1/2"HDG NAILS. WOOD TO WOOD: <br />SIMPSON Hl GA OR LGT2 W/ I Od x 1 112" 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 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 PEIS36_177" * x 2 7/8* LONG, WITH WASHER @ 16" D.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 />NOTEDOTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE & <br />DESCRIPTION <br />REMARK <br />j <br />(D <br />(2) 2XI2 <br />Q <br />(2) 2X8 <br />BEAM SCHEDULE <br />2222RM INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL IT.O.A. =TOP OF ARCH/ TOS =TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, TO. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fc <br />(psi) <br />SIZE <br />WAH' <br />ENFORCEMENT <br />STIRRUPS <br />REMARKS <br />_BTM <br />Top <br />MID <br />SIZE <br />SPACING <br />BBI <br />MASONRY <br />3000 <br />8x8 <br />(1) <br />— <br />NIA <br />I — <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />46WP6� 1 SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />T-V (42') PRECAST 2231 <br />V4r (4r) PRECAST Im <br />V-V (641 PRECAST ISO <br />F-C (64') PRECAST 1217 <br />V-110' (M PRECAST Im <br />V-W (71n PRECAST we <br />r-r (W) PRECAST 743 <br />W-4- (112') PRECAST 554 <br />174r (12W) PRECAST 475 <br />ll'-C (13n PRECAST So <br />IZ-(r (11441 PRECAST SIT <br />17-C (IM PRECAST 210 <br />WO (IOn PRECAST 279 <br />14'4r (17n PRESTRESSED N.R. <br />IV-4- (1184') PRESTRESM-7. <br />lrW Wn PRESTRESSED N.R. <br />IWW (=I PRESTRESSED N.R. <br />21'-C Will PRESTRESSED N.R. <br />2r-W (2541 PRESTRESSED NJIL <br />2C-V � PRESTRESSE) mR <br />Km <br />cm�= <br />Imm <br />KmxKmmw_lm <br />Emu"" <br />Em <br />THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />- ALLVALUES TAKEN FROM %AFE LOAD TASILEW BY CASTCRETE MAY 2015 EDITION <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICA1 <br />SAFE LATERAL LOADS FOR <br />8"PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD <br />4tFMP6� I SAFE LOAD . POUNDS PER LINEAR FOOT <br />TO (42� PRECAST <br />10251 <br />10241 <br />15116 <br />1 T-r (4r PRWMT <br />W4r M PRECAST <br />M <br />M <br />13011 <br />*W (4n PRECAST <br />,V-r IN-) PRECAST <br />W <br />801 <br />JIM <br />IV-r (541 PRECAST <br />F-C MOn PRECAST <br />411 <br />411 <br />710 <br />V4- (M PRECAST <br />V-10' M PRECAST <br />No <br />m <br />ale <br />W-10. m PRECAST <br />SO (M PRECAff <br />W <br />nI <br />490 <br />W-W Mn PRECAST <br />r-r Mn PRECAST <br />424 <br />sm <br />3@3 <br />rr iw� PRECAST <br />V4' (11r) PRECAST <br />326 <br />5112 <br />230 <br />SW (1121 PRECAST <br />170 (12r) PRECAST <br />284 <br />401 <br />ISO <br />10-0 (12n PRECAST <br />Ill'-e (13r) PRECAST <br />2so <br />4o2 <br />isot <br />ir-c o3r) PRECAST <br />Ir-O' (I"') PRECAST <br />244 <br />402 <br />137 <br />lr4F (144') PRECAST <br />IS-C (ign PRECAST <br />217 <br />324 <br />110 <br />17-C (118n PRECAST <br />14-0 (NIS) PRECASI` <br />205 <br />203 <br />100 <br />14'-V (Illn PREM43T <br />ilr4r (171n PRESTRESW <br />N.R. <br />294 <br />91 <br />14--r (170n PRESTRESSED <br />1" (1184') PREIIITRESM <br />NA <br />250 <br />83 <br />IV-r (11M PRESTRESSED <br />lr-0 Wn PREPRERSED <br />X.R. <br />194 <br />64 <br />Ir-C Wn PRESTRESSED <br />IW4* Mr) PRESTRENSEID <br />NA <br />148 <br />62 <br />191-C Mn PREFTRESSED <br />21'-C PW PRESTRENED <br />Nit <br />125 <br />42 <br />21-4- Wn !PRESTRESSED <br />2Z-W 0041 PREfflRESSED <br />N.R. <br />118 <br />40 <br />2Z-V (2041 PREFfFEM <br />2V-C Mr PREFFESSMI <br />N.R. <br />1 91 <br />33 <br />W4r W PREITRESSED <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 Ir OF BEAFUNG PAST EACH SIDE OF VIIINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 1"126.03 <br />IF 7t-r — — -- — — — — — — — — — — — — — — — — — — — — — m — — — — — — — — — — — — — — m — — — — — — — — — — — — — — — — — — — — — — — — -- <br />j.Fl6.lTl0M/1,B, 8Fl6-lT/0Ml0B <br />8Fl6-lT/OM/lB <br />% <br />% <br />51-1 D" <br />4* <br />J# <br />% <br />% <br />% <br />AH7 <br />E % % <br />% <br />% % <br />% % <br />118F36-lTIGW18 <br />L— — — — — — — — — — — — — — L — — — — — — — — — — <br />co <br />LINO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 9'4". UNO. <br />8RF14- <br />1T/OM/OB <br />0 <br />0 <br />E <br />4* <br />8F36-lT/OM/08 <br />l;4."_ <br />8FI6-lT/OM/OB <br />j <br />LIFT BEAM PLAN <br />SCALE: 1/4"= 1*-0" <br />1441. N. RONALD REAGAN BLVD. <br />ORLANDO, FIL 32750 <br />PH: 407-77"078 <br />FAX- 407-7744078 <br />www.abdosigngroup.00m <br />L AA 0: 0003325 <br />r' DRAFTING BY: <br />A.S. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH:8134MUM28 <br />FAX:8134M2802 <br />-,p <br />rauumv. a. 7.0 <br />SILVERADO <br />LOT #24 <br />BILK #10 <br />PIROJ=T# <br />03719,000-24 <br />mopmu <br />2795-B <br />GA_nAGX OWING: <br />LEFT <br />PAGM. <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />"NzNT 10/30/20 <br />IDATW. <br />DCALJC: 1/4"=f—o" <br />mv <br />S2 <br />