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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"HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 M (8) 10d x 1 112"HDG NAILS, WOOD TO WOOD: <br />SIMPSON HIOA OR LGT2 W 10d x 1 112"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. UNTELS 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 UNTELS. <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 ENGINEERS 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 HILT] X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36,.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 9-0-, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />& <br />DIESCIRIPT"N <br />REMARK <br />N4SUE <br />(2) 2X8 <br />I <br />BEAM SCHEDULE <br />ZZURM <br />INDICATES OPENING BELOW/ TO.B. =TOP OF BEAM/ B4O.L� =BOTTOM OF LINTELIT.O.A. =TOP OF ARCH ITO.S =TOP OF SLAB <br />ABBREVIATIONS <br />E E = EACH END, O/C = ON CENTER, RES = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />rc <br />(P-0 <br />SIZE <br />wlxH <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTW <br />TOP <br />I MI. <br />SIZE <br />SPACING <br />BBI <br />MASONRY <br />3000 <br />8xI6 <br />— <br />1 <br />NIA <br />— <br />GROUTED SOLID <br />BS2 <br />MASONRY <br />3000 <br />axe <br />— <br />�'j�n <br />NfA <br />— <br />GROUTED SOLID <br />SEE SHEET <br />S2.2A FOR <br />SAFE LOAD TABLES <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE, 1/4" = V-0" <br />Li44iN RONALD REAGAN BLVD <br />' NA <br />LONGW-00D, FL 32750 <br />P p _' <br />H: 407-774-6078 <br />FAX: 407-7744078 <br />wwwAbdesigngroup.com <br />A AA . <br />A #: 0003325 90 <br />10 <br />ou <br />Im lu <br />0 <br />ausDrv. & L374 <br />ABBOTT PARK <br />LOT #10 <br />BLK #12 <br />PHASE 4C <br />PIROJMCT# <br />04181.04C-10121 <br />MODET.e <br />E401 <br />"2828-ENSLEY" <br />GAItAGE STFMG: <br />1 LEFT <br />IPAGIC. <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 MPH EXP. <br />