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FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 Wl (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER 0 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RRRRZM 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 ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION I c 1SSIIZE REINFORCEMENT STIRRUPS REMARKS BTM. I TOP MID SIZE SPACING BB! MASONRY 3000 8x8 1 its N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES t tt J ♦9�4�® rr tJtttt ! ! JJ % tt i ! �% JJ 1 ! % tJt ! %OF tJ ! bit. ! ttJ ! ! yt ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ®fb ! LLA ! LL ! W ! ! ! ! F NO, PROVIDE BB1 WHERE ! ! ! ROOF TRUSSES BEAR, TOP ! ! OF WALL EL. V-0", UNO. ! !' ! ! ! ! ! ! ! ! ! tJ �% ! ! t % ! %% tJJ %% Jt a ! t J ! ! 1TOM/OB tt! J ! t,t V-4„ ! ! ! d tJ ! d !° Jt ! ! ! !$a Jt ! ! ! ! % SRFS-lT/OMMB 8F16-lT/OMOB ! q9223=tt t ! ! ! ! ! 8F16 MIN: 1T/OM/1B 17'-4" BTM. OF LINTEL (9 T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 114" - 1'-0" 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA R: 0003325 FY C Eloll 0 I 4 munDIV. Aa LOT: ABBOTT PARK LOT #2 BLK #9 PROJECT 04181.00 02091 MODEL: 4EBB "1828—CALI" GARAGE JOWMG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C