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FRAMING NOTES: <br />—-----_.,--,, ----------- <br />-1T/OMI,". .m.. .—.----- -- <br />OB 8F16-1T/OMI78 _,. .,----.— <br />�..�S <br />now El millosom" <br />5-10" 19'd" d ) <br />1 <br />0 <br />olmgolll <br />ro m LL o� <br />w u-i IL +>:' �� m � 5 <br />8F16-lT/0M/lB <br />N <br />A <br />kh A <br />u� <br />x^ <br />u <br />"T <br />F <br />F <br />S <br />ds <br />UNO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. V 4". UNO. <br />t <br />aEl <br />x <br />s _ <br />yI IF361TIOM/OB t <br />9'-4' tl .—<D <br />8F16-1T/0M/OB <br />n <br />p <br />8F36-lT/0M/18 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 Wl (9)10d x 1 12" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 llr HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 12' 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. LINTELS 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 LINTELS. <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 ENGINEER'S REVIEW AND <br />APPROVAL. <br />10. 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 />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 0'-0', FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE & <br />DESCRIPTION <br />REMARK <br />0 <br />(2) 2X12 <br />02 <br />(2) 2X8 <br />BEAM SCHEDULE <br />RZMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I 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 />re i <br />(0) <br />SIZE <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)#5 <br />N/A <br />GROUTED SOLID <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL327W <br />PH: 407-774�6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA M. 0003325 <br />DRAFTING BY: <br />A.S. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />FAPH:X: <br />8134W-28 8 <br />FAX: 813886-2802 <br />stmmv. a TAT <br />SILVERADO <br />LOT #16 <br />BLK #14 <br />PROJECT# <br />_ — 4 <br />>"0 2 95—B <br />GARAGE 8WRNG: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />