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FRAMING NOTES: <br />-------------------------------------------------------------- <br />8F16-1T/OM/1B 8F16-1T/OM/OB BF16-1T/0M/1B <br />1 <br />1 <br />1 <br />1 <br />0 1 <br />1 <br />1 <br />1 <br />1 <br />`♦ I <br />`♦ 8F16-1T/OM/1B <br />1 <br />`♦ <br />1 <br />♦ t 0'-0" <br />♦♦ I <br />1 <br />1 <br />♦ I <br />1 <br />`♦ I <br />1 <br />♦ I <br />♦ I <br />IQ <br />`♦ I <br />1 <br />c <br />10 <br />`♦ <br />�m <br />♦`♦ <br />1 <br />I <br />1 <br />1 <br />♦ I <br />♦♦ <br />1 <br />, <br />1 <br />I <br />♦rT <br />i <br />`♦ I <br />1 <br />r <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />to <br />1 <br />lQ <br />1 <br />Im <br />v 1 <br />1" <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />i <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />I <br />1 <br />1 <br />IQ <br />1 <br />1 <br />-Ic <br />§I' <br />�1� <br />♦♦ <br />i° <br />6 i `♦ <br />♦` <br />it <br />i <br />1 <br />♦ <br />UNO, PROVIDE BB1 WHERE <br />1 <br />ROOF TRUSSES BEAR, TOP <br />1 <br />1 ♦ <br />, OF WALL EL. 94", UNO. <br />1 <br />1 `% <br />1 <br />1 ` ` <br />♦♦ <br />1 <br />�` <br />,%♦ <br />1 � <br />,` <br />,% <br />1 <br />1 <br />1 <br />1 ` <br />`� <br />♦ <br />1 <br />I <br />1 <br />1 <br />` <br />1 <br />1 <br />,♦♦ <br />1 <br />1 <br />♦ 1TOM/0B <br />1 <br />1 <br />�%" <br />1 <br />i <br />1 <br />1 <br />`♦ j 1 <br />1 <br />1 <br />,♦ <br />1 <br />I I�♦ <br />`♦ <br />FH5 <br />1 <br />1 <br />1 <br />1 8F36-1T/OM/08 <br />C <br />1 <br />8F18-1T/OMIOB <br />8F36-1.77M 17 <br />1 <br />1 1 <br />1 <br />1 1 <br />♦������ �� <br />L <br />1 <br />- - - - - - - - - - - - - - LT-4" <br />---------_J L - <br />- - - - - - - - - - <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <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 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ IOd 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 />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 (4-1. <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 PBS36, .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 />SUE h <br />DESCRIPTION <br />REMARK <br />Q <br />(2) 2X12 <br />O <br />(2) 2X8 <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 / 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 />(fc <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />881 <br />MASONRY <br />3000 <br />as <br />(1)N5 <br />N/A <br />f <br />GROUTED SOLID <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA R: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134386-2628 <br />FAX: 813886-2802 <br />StmDIV. ae LOT <br />SILVERADO <br />LOT #13 <br />BLK #15 <br />PROJECT# <br />03719.001-1 151 <br />moprr1 <br />2795- D <br />GARAGE STI MG: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 VFH W. B <br />201 i <br />DA 'E 03/02/21 <br />SCALE: 1/4"=1'-0" <br />SKEET <br />s2 <br />