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FRAMING NOTES <br />---- *---------- mm-m---- m_­m <br />1 <br />1 <br />�♦ <br />1 <br />1 <br />♦♦ <br />1 <br />1 <br />1 <br />♦♦ <br />♦ <br />1 <br />1 <br />♦♦ <br />to <br />♦♦♦ <br />♦♦♦ <br />1� <br />Im <br />--------------mmm------ <br />8F18.1 T/OM/1B � ,1 <br />19'.4" 1 <br />1 <br />m 1 <br />m 1 <br />c <br />j ql <br />of <br />1� <br />♦J. <br />1 <br />1 <br />1 <br />♦♦ <br />1 <br />1 <br />♦♦ <br />1 <br />I <br />♦ I <br />1 <br />♦♦ 0 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />Io <br />i <br />1� <br />w <br />1 <br />1,6 <br />1 <br />1" <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <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 />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />l0 <br />1 <br />1 <br />-le <br />?1 r <br />�1 <br />♦♦ <br />;w <br />8 <br />4*♦♦♦ <br />1 <br />i <br />1 <br />4* <br />1 <br />� <br />1 <br />, <br />1 <br />I <br />1 <br />1 <br />1 <br />� <br />I <br />� <br />1 <br />1 <br />� <br />1 <br />, <br />1 <br />; <br />1E <br />, <br />, <br />14. <br />I <br />, <br />1 <br />� <br />1 <br />1 ♦♦ <br />1 <br />1 <br />1 ♦ AH7A <br />1 1 ♦♦ <br />1 1 <br />1 I ♦♦ <br />1 i ♦♦ <br />� 1 1 <br />c 1 1 ♦♦♦ <br />1 I <br />1 <br />1 1 <br />1 <br />' I8F36-1T/OM/1B <br />L-------------- L---- --- —J <br />8F16-1TIOM/18 <br />8RF14- <br />5'-4" <br />LINO, PROVIDE BBi WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 9'4", UNO. <br />� I 1 <br />1 1 <br />4# 1 1 <br />1 1 <br />1 I <br />8FW6 IT/OM/OB 1 1 <br />1 1 <br />9'4" 1 8F16-lT/OM/OB 1 <br />1 TJ-----6---------J <br />LIFT BEAM PLAN <br />SCALE: 1/4" - V-O" <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 ill" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ I 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 BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />S. LINTELS SHALL HAVE 4" NOMINAL BEARING IV). <br />9. 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 />10. 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 P8S36, .177" 'x 2 7/8" LONG, WTH WASHER C 16" O.C. <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />1Z WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE, <br />HEADER SCHEDULE <br />MARK <br />SIZE & <br />DESCRIPTION <br />REMARK <br />0 <br />(2) 2X12 <br />2Q <br />(2) 2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL IT.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 />fc <br />lP-0 <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBt <br />MASONRY <br />3000 <br />8x6 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-7744078 <br />wwwabdoeigngroup.com <br />L AA #: 0003325 <br />DRAFTING BY: <br />L <br />DESIGN GROUP <br />AFTING INC. <br />54UMOM CENTER BLVD. <br />SUITE 1004 <br />A, FLORIDA 33634 <br />813888-2628: 813.888-2802 <br />SILVERADO <br />LOT #5 <br />BLK #16 <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />Dl' n 06/10/21 <br />SCALE: 1 /4"=1'- O" <br />WHET <br />k. s2 <br />