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FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA/B W/(9)10dx 112" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, MOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d 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 />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />B. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE <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 WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND <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 P8S38, .177" ° x 2 7/8"LONG, WITH WASHER @ 18" 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 OTHERWSE. <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 <br />E.E. = EACH END, O/C = ON <br />CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi) <br />SIZE <br />W.HBTM. <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />TOP <br />MID <br />SIZE <br />SPACING <br />B81 <br />MASONRY <br />3000 <br />8x8 <br />(1)M5 <br />N/A <br />GROUTED SOLID <br />SEE SHEET <br />S2.2A & S2.2B FOR <br />SAFE LOAD TABLES <br />Illis---------�---------a 4----r-------���/���������������i <br />8F18 MIN: 1T/0M/1B <br />17'i" <br />BTM, OF LINTEL @ T-0" <br />ABOVE FINISHED GARAGE SLAB <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.mm <br />AA 8: 0003325 <br />Ai <br />uZ <br />e� <br />.� <br />O <br />�Gpy7 <br />a <br />yQS� <br />a <br />4 <br />W�$ <br />SUIIDIV. As LOT•. <br />ABBOTT PARK <br />LOT #35 <br />BLK- #7 <br />PROJECT* <br />04181.000-35071 <br />MODZ . <br />4EBB <br />"1828-CALI" <br />OARAOa STIIMO: <br />RIGHT <br />PADS: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH EXF, C <br />22 <br />AR NO 9370 1 <br />F-PRMTDATO 9/21/21 <br />SCALE: 1/4"=1'—O" <br />aHmw <br />S2 <br />