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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 112" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Dd x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 WI 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 CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). <br />8. 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 />9. 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 PBS38, .177" " x 2 7/8" LONG, WITH WASHER a 16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />TIC <br />REMARK <br />D <br />1 (2)2X8 <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 CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(rc <br />psi)BTM. <br />SIZH, ZE <br />1 <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB7 <br />MASONRY <br />3000 <br />8x8 <br />(1)M5 <br />N/A <br />GROUTED SOLID <br />SEE SHEET <br />S2.2A FOR <br />SAFE LOAD TABLES <br />W�\� 8F16-1TIO; BF16-1T/OM/DB r AF1R_1T(nIJN1R <br />F <br />2 <br />6 s�J.pr4r <br />aa116 <br />% 0 <br />�% GT 0,>� <br />J <br />E S% >� <br />I <br />I % <br />! % d <br />i % <br />i �% ✓� <br />I % i <br />B % <br />d ♦ d <br />! % <br />i y <br />d 9 <br />R S <br />d � <br />! i! <br />d 6 <br />I 1 <br />d � <br />d � <br />d � <br />d di <br />d UNO, PROVIDE BB1 WHERE <br />d E ROOF TRUSSES BEAR, TOP <br />d OF WALL EL. 8'-O", UNO. <br />d d3 <br />E 3 <br />d 1 <br />8 3 <br />E <br />d A <br />d <br />r % <br />E <br />4 ♦� <br />( I % <br />() %% % <br />%� 8RF14 �% <br />I % 1T5 4/08 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = T-O" <br />i N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />www.abdesigngroup.eom <br />AA A 0003325 � <br />1 <br />milli <br />11 <br />eunDise LAT: <br />ABBOTT PARK <br />LOT #26 <br />BLK #9 <br />Pv PROJECT <br />04181.006 26091 <br />MODEIs <br />4EAB <br />"1672— ARIA" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 H E C <br />