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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 W/ (8) 1Od x 1 1IT HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 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 />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 PBS36, .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'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <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 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 />f. (0) <br />WXH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBI <br />MASONRY <br />3000 <br />8x8 <br />(1)#S <br />WA <br />GROUTED SOLID <br />L <br />L <br />a 8F16-lT/OM/OB <br />8F16- 8F16-1TI0M/0B <br />@ <br />4-6" <br />1T/0M/0B 4'-0" <br />4'-6" <br />� <br />� <br />1 <br />'a <br />6 <br />� <br />k� <br />LINO, PROVIDE B61 WHERE <br />0 <br />ROOF TRUSSES BEAR, TOP <br />1 OF WALL EL 8'-0", UNO. <br />i <br />� <br />x <br />� <br />9 <br />� <br />1 <br />3 <br />1 <br />) <br />¥ <br />6 <br />E <br />L <br />� <br />L <br />S <br />E <br />k <br />� <br />6 <br />� <br />L <br />( <br />� <br />L <br />�e <br />m <br />< <br />F <br />m <br />4 <br />s <br />s <br />z <br />� <br />L — — — — — Jgj <br />S <br />1 <br />L <br />@ <br />A <br />1 <br />d <br />F <br />s i <br />8F8-1T/OMOB 8F16-lT/0M/0B <br />4-V <br />8 er 8F20-1T/OWOB <br />1T4" 1 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = l'-V <br />1441 N. RONALD REAGAN SL <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />www.abdoeigngroup.com <br />L AA M: 0003325 <br />4 <br />� <br />V <br />8unDrv. eo LOT <br />ABBOTT PARK <br />LOT #36 <br />BLK. #S <br />PROJECT# <br />04181.000-36083 <br />MODElz <br />3EKB <br />"1405—KEYSTONE" <br />GARAGE 8MING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 W EXP. C <br />PRINT 5/12/20 <br />DATE: <br />SCALE: 1/4"=r-0" <br />811MET <br />s2 <br />