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-------------- I ------------------------------------------------- <br />8F16-IT/0lWlB 8FIO-lT/OM/DB BF16AT/OM/1121 <br />Emosmaggel Ell <br />16 <br />i OD AH7 dP <br />8FI6-1T/OWIB <br />% <br />N <br />% <br />71 <br />0 <br />1-5 <br />% <br />S, <br />UNO, PROVIDE BBI WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. T-4", UNO. <br />8RF14- <br />IT/0M/0B <br />wamw <br />IN <br />N <br />% 4p <br />FH5 "I <br />y <br />8F36-1T/OM/0B <br />UIE <br />e 8F16-IT/OM/OB 1 1'-4- <br />r— — — — — — — — — — — — - a--- — <br />17-4" LJ <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-17' <br />FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Did x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H 1 OA OR LGT2 WI 1 Old 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 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 />S. 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 />8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). <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 ENGINEERS REVIEW AND <br />APPROVAL. <br />10. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACOTUATED <br />FASTENER, ZF 72 PBS36,.177" ' x 2 7/8" LONG, WITH WASHER C 16"O.C. <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />11 ALL ELEVATIONS ARE REFERENCED FROM 0'4', FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />DESCRIPTION & <br />REMARK <br />I <br />(2) 2X12 <br />(2) 2X8 <br />BEAM SCHEDULE <br />ZM2RW INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM/ B.O.L.=BOTTOM OF UNTELIT.0A. =TOP OF ARCH /TO,$ =TOP OF SLAB <br />ABBREVIATIONS <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi) <br />SIZE <br />WXH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM <br />Top <br />MID <br />SIZE <br />SPACING <br />—BBI <br />MASONRY <br />3000 <br />1 8x8 <br />— <br />1 (1) #5 <br />1 <br />GROUTED SOLID <br />6 GraouslOnam <br />Design <br />- <br />$41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdoeigngroup.com <br />AA#:0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8138862628 <br />FAX: 813-SS6-2802 <br />IYINnI <br />armm� <br />BT-TIBDIV. ad LID <br />SILVERADO <br />LOT #7 <br />BLK #16 <br />PROJECT*03719.001-071611 <br />MODIM, <br />2795-D <br />GAJV-#.GZ BVING: <br />RIGHT <br />PAGIIII: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />% 150 MPH EA% B J <br />N 1 0 <br />ATDATE: 'r 06/09/21 <br />scAxm: 1/4"=1'-O" <br />SHEET <br />S2 <br />