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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) 10d x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 Wl (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d 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 />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 ENGINEER'S 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 ACCTUATED <br />FASTENER, ZF 72 P8S36, .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 />13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />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.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />i 1) <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />(1)k8 <br />N/A <br />GROUTED SOLID <br />SEE SHEET <br />S2.2A FOR <br />SAFE LOAD TABLES <br />1 it ---- ------------------------ m-------------------- % <br />BF16-lT/0M/0B 8F16-1T/0M/0B 8F16-1T/OM/OB II <br />1 1 <br />f- 1 ♦ I 1 <br />1 ♦ I �1 <br />1 ♦� 1 <br />1 <br />♦ <br />1 <br />♦♦♦ <br />I <br />i <br />1 <br />1 <br />♦ <br />/ <br />1 <br />1 <br />♦♦ <br />I <br />I <br />♦♦ <br />I <br />♦♦ <br />1 <br />I <br />1 <br />♦♦♦ <br />1 <br />j <br />1 <br />♦♦ <br />I <br />♦♦ <br />1 <br />I <br />1 <br />♦♦♦ <br />/ <br />1 <br />j <br />1 <br />♦V <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 />I <br />1 <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 />1 <br />I <br />1 <br />1 <br />I <br />1 <br />l0 <br />1 <br />1 <br />1� <br />I <br />of <br />1� <br />I <br />�1 <br />2 <br />10D <br />1 <br />� 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />UNO, PROVIDE B81 WHERE <br />1 <br />1 <br />ROOF TRUSSES BEAR, TOP <br />1 <br />1 <br />OF WALL EL. 8'-0", UNO. <br />1 <br />1 <br />1 <br />1 <br />1 <br />0 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />A <br />1 <br />1 <br />/ <br />I <br />/I <br />♦♦ <br />1 <br />1 <br />♦♦ <br />1 <br />♦♦ <br />i <br />1 <br />/ <br />♦ <br />1 <br />1 <br />; <br />♦♦ <br />1 <br />1 <br />♦♦ <br />1 <br />♦♦ <br />i <br />1 <br />/ <br />♦♦ <br />1 <br />1 <br />�♦ <br />8RF14- ♦♦ <br />1 <br />♦ <br />1 ♦ <br />1T/OM/OB <br />♦♦ <br />1 <br />1 <br />1 ♦♦ <br />5,4„ <br />1 <br />1 <br />♦ <br />1 <br />1 <br />1 ♦ <br />♦ <br />1 <br />1 <br />1 ♦♦ <br />1 <br />♦♦ <br />/� <br />1 <br />I <br />1 ♦ <br />8RF6-1T/OM/OB <br />/ 1 8F18-lT/OM/OB <br />; <br />1 <br />TT <br />1 <br />8F16 MIN: lT/OM/1B <br />17'-4" <br />BTM. OF LINTEL 0 7'-O" <br />ABOVE FINISHED GARAGE SLAB <br />LIFT BEAM PLAN <br />SCALE: 1 /4" - V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />L AA#:0003325 <br />A <br />' <br />�' <br />a <br />1014 <br />2 <br />a <br />u <br />O <br />$ <br />H <br />d <br />a <br />SVHDIV. as LOT <br />ABBOTT PARK <br />LOT #8 <br />BLK. #9 <br />PROJECT111 <br />04181.000-08091 <br />MODEL" <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH EXP. C <br />ND A <br />AR N <br />SCALE: 1/4"=1'-0" <br />s2 <br />