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- — — m — — — — — — — — m m m — — — — — — — — — — — — — — — — m — — m — — — — — — — m — — — — — — — <br />1 8F16-iT/OM/16 81`16-1TIOMIOB 8Fl6-lT/0MllB <br />1 <br />1 <br />1 <br />m <br />IQ <br />Ir <br />Im <br />ILL <br />UNO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 9-4". UNO. <br />8F16-1TIOWIB <br />1 V-6" <br />8RF14- <br />1 TIOMIOI <br />1 ♦ <br />El <br />1 <br />1 ♦♦ <br />1 ♦♦ <br />1 ♦ <br />1 <br />--���� <br />I I 1 <br />8F16-1T/OMIOB 2 1 2 <br />1 <br />01 1 <br />L-----1-----J <br />♦♦ I <br />Y <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 />i <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />8F36-1T/OMIOB <br />8F364T/OM11B <br />LIFT BEAM PLAN <br />SCALE: 1/4"= 1'-0" <br />m <br />Q <br />2 <br />Q <br />r <br />LL <br />m <br />1 <br />1 <br />1 <br />1 <br />1 § <br />1 <br />1 <br />1 <br />1 <br />FRAMING NOTES: <br />I. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAI6 WI (9) 10d x 1 12" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 I2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 WI 1Dd x 112" 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. UNTELS 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 (4'1. <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, WITH WASHER @ 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 />13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />�aim �� <br />REMARK <br />tO <br />(2)2X12 <br />Q2 <br />(2) 2X8 <br />BEAM SCHEDULE <br />CaUM 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.ES. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(c <br />1S�IZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />STM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />8B1 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />A RON I T I C T• <br />6 <br />Groin <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 4074748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA M 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: 813.886-2628 <br />FAX: 833-088-2802 <br />�@nmmi <br />873[v. Ae LOT: <br />SILVERADO <br />LOT# 1 <br />BLK# 16 <br />12795-CAMDENI <br />PACE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />V j, <br />race DATE: E: 03/24/21 <br />SCALE: 1/4"=1'-0" <br />s2 <br />