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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 12" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W (8) 1 Od x 1 1 /2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H1DA OR LGT2 W IOd 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 WALL 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 NTH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P13S38, .177" - x 2 7/8' LONG, WITH WISHER a 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 />DESCRIPTION <br />REMARK <br />O <br />(2) 2X8 <br />BEAM SCHEDULE <br />RMERM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL /T.O.A. = TOP OF ARCH I 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 />(re <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 />Bx16 <br />(1)MS <br />(1)MS <br />WA <br />GROUTED SOLID <br />882 <br />MASONRY <br />3000 <br />Bxe <br />(1)p6 <br />WA <br />GROUTED SOLID <br />SEE SHEET <br />S2.2A FOR <br />SAFE LOAD TABLES <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4' - 1'-0" <br />1441 N. RONALD REAGAN SL <br />LONGWOOD, FL 32780 <br />PH: 407-77445078 <br />FAX 407-7744078 <br />wwwzbdesigngroup.eom <br />L AA A: 0003325 <br />Q <br />_r <br />A <br />a <br />l <br />Sv W <br />0 <br />stMDly as LOT <br />ABBOTT PARK <br />LOT #21 <br />BLK #7 <br />1p1lOJmT/ <br />04181.000-21071 <br />MODSI1 <br />E401 <br />"2828-ENSLEY" <br />GARAGE BwnIG: <br />LEFT <br />PAGE: <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 JPH EXP. C <br />of <br />01 <br />PRINT DATE: 06/04/ 21 <br />SCALE: 1/4"=V-0" <br />SHEET <br />s2 <br />