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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 1 112" HOG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)1 Od x 1 112' HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d 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 />MANUFACTURERS SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. 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 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER ® 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 0'4", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />gaRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I 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 />fc <br />(pal) <br />SIZE <br />WxH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />B81 <br />MASONRY <br />3000 <br />8x8 <br />(1)ri5 <br />WA <br />GROUTED SOLID <br />b 4tg^ 1TIOW08 <br />4..6" <br />—! <br />8Fl6-1T/0M/0B .t E <br />4E" �� ! <br />s <br />� LL <br />R <br />tis <br />r' <br />s <br />) <br />! <br />! <br />LINO, PROVIDE BBI WHERE <br />ROOF TRUSSES BEAR, TOP <br />a <br />OF WALL EL. 8'-0", UNO. <br />! <br />! <br />! <br />! <br />! <br />g <br />9 <br />$ <br />x <br />! <br />! <br />! <br />! <br />k <br />� <br />3 <br />i <br />a <br />T <br />! <br />5 <br />! <br />! <br />! <br />R <br />! <br />! <br />! <br />! <br />! <br />{ <br />� <br />3 <br />! <br />! <br />! <br />C <br />! <br />! <br />i <br />! <br />! <br />g L — — — — — J <br />I <br />I? �' <br />8F16-1T/0M106 <br />4, 6" 8F8.1-4 <br />( S- <br />-------.---------------,tear <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-W <br />a �s <br />BF20-1T/OMIOB "• <br />1 T-4" 'a <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX 407-774-4078 <br />www.abdanigngroup.com <br />L AA N: 0003325 <br />Q <br />i <br />S <br />L11 <br />I <br />�a <br />SVHDIV. as IAT <br />ABBOTT PARK <br />LOT #11 <br />BLK #10 <br />PROJECT <br />04181.00 -11102 <br />moDEss <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />%160 MPH EXP. C <br />