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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" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 WI (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 12" 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 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PSS36, .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 />& <br />REMARK <br />D812E <br />E8CRIPTON <br />O <br />(2)2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O-13. = 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 CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi) fc <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />I SPACING <br />8131 <br />MASONRY <br />3000 <br />8x16 <br />(1)#5 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />B82 <br />MASONRY <br />3000 <br />8x8(1)#5 <br />N/A <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 8L <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-774AO78 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />K <br />o <br />m <br />�ry <br />Y <br />q <br />a� <br />Q <br />ft <br />U <br />Q <br />C <br />OU13DIV. & LOT <br />ABBOTT PARK <br />LOT 6 <br />BLOCK 7 <br />PHASE 2B <br />PROJECT* <br />04181-02B-06071 <br />a[ODELa <br />E401 <br />"2828—ENSLEY" <br />GARAGE SlfM is <br />RIGHT <br />PARE: <br />FIRST FLOOR <br />LIFT BEAM PLAN <br />AND NOTES <br />160 MPH EXP. C <br />PRINT DATE: 03 30 22 <br />SCALE: 1/4"=V-0" <br />SHEET <br />s� <br />