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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9)1Od x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10)1Od x 1 1/2" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 WI 1Dd x 1 1Y2" 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 MATCH CONNECTOR FINISH. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <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'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.OA. = 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 />(Perc <br />SIZE <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)#5 <br />WA <br />GROUTED SOLID <br />1T/OM/OB <br />4'-8" <br />.1^ <br />� t <br />e �E <br />% 4 <br />8F16-1T/OM/OB <br />4'-6" 0 " <br />8 <br />UNO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />1 OF WALL EL. 8'-0 UNO. <br />8F16-lT/0M/0B <br />z' , 8F8-lTMMf0B 8Fl6-iT/0M/OB � <br />5 1` Nk <br />3 s}� *H^' i <br />e SF20-1T/OM/08 <br />17'4"RRRRRRRRRRM <br />5 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = l'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL32750 <br />PH: 407-77446078 <br />FAX 407-7744078 <br />www.abdoelgngroup.com <br />L AA #: 0003325 <br />q <br />i <br />$ <br />aIVHDIV. 4 7014 <br />ABBOTT <br />PARK <br />LOT #6 <br />BLK #10 <br />PROJECT/ <br />04181.000-06103 <br />MODEIA <br />3EKB <br />"1405— KEYSTONE" <br />OARAOE 8WINO: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />60 MPH EXP. <br />