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FRAMING NOTES: <br />rrt---- r------- ---------- ------------- ------- --------- ---------------- <br />I ♦ 8F16-1T/0M/1 B 8F16-1T/0M/0B 8Fi6-1 T/OM/1 B <br />1 1 -0 12'" 5'-10" 1 y,-4" <br />1 % 4 <br />1 ♦ 1 6 m <br />c 1 `♦ 1 m <br />0 <br />♦♦ o I F <br />1 `♦ 7 <br />♦ AH7 <br />8F16-lT/0M/l B <br />10'-6" <br />1 <br />°D <br />1 <br />, ♦,%% <br />1 <br />1 <br />; <br />1 ♦% UNO, PROVIDE BB1 WHERE <br />1itROOF TRUSSES BEAR, TOP <br />♦ OF WALL EL. 9'-4", LINO. <br />1 <br />♦♦ <br />1 <br />I <br />1 <br />1 <br />1 ,♦ <br />`♦ <br />1 <br />I ` ` <br />`♦ <br />1 <br />1 � <br />1 <br />1 <br />` <br />I <br />,` <br />,`♦ <br />1 <br />1 <br />1 <br />` <br />j <br />1 <br />♦ ITR/o woe ♦, <br />I <br />IODQQQQQQQB <br />Ell <br />1 <br />; <br />-4'-4" `i <br />1 <br />1 <br />1 <br />`♦ j 1 <br />1 <br />,El <br />1 <br />1 <br />% I <br />1 <br />I� <br />♦ I <br />i <br />I <br />1 <br />1 <br />0 <br />1 8F36-1T/OM/OB <br />1 <br />I <br />91,4^ <br />1 8F16. <br />1 <br />r'----------- y---------f <br />---•� <br />1 <br />8F36-1T/0M/l B <br />- <br />- - - - - - - - - - - - - L-==----------J L - <br />- - - - -----J <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-O" <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) 10d x 1 1/2" HDG 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-W 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .17T' ° x2 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 />DESCIR P'T10N <br />REMARK <br />1Q <br />(2) 2X12 <br />Q2 <br />(2) 2X8 <br />BEAM SCHEDULE <br />OZZZM 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 E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(cI) <br />SIZEWxH <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM, <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB! <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774,6078 <br />FAX 407-7744078 <br />www.abdeslgrgroup.com <br />AA #: 0003325 <br />III DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX 81"862802 <br />stmDrv. ae LOT, <br />S ILVERADO <br />LOT #7 <br />BLK #15 <br />PROJECT# <br />03719.001-07151 <br />MODEL. <br />2795-D <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTE <br />150 MPH . B <br />m <br />SCA M: 1/4"=1'-O- <br />a*== <br />s2 <br />