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FRAMING NOTES: <br />SF16.1 T/OM/16 <br />,_...,..�.. — — — ,a.— <br />-1T/OMI— - —. — — ,., — —� — — — — — -- ,:. — 8F16-1TIOMf18 — — — <br />19'-4" <br />6 <br />m <br />1 <br />1 <br />4 <br />*£ % <br />Q <br />o <br />I <br />i <br />AH7El <br />) <br />a <br />¢ <br />) <br />-''�, <br />8F16-1T/OM/16 <br />r <br />9 <br />i <br />10'-0" <br />P <br />4 <br />m <br />, <br />C <br />N <br />{ <br />tim <br />ILL <br />1 <br />I <br />Y <br />N <br />�a <br />� <br />N <br />3 <br />IL <br />m <br />x <br />6 <br />9 <br />9 <br />9 <br />m <br />z <br />N <br />1 <br />d <br />1 <br />LL <br />m <br />1 <br />b <br />I <br />6 <br />( <br />m0 <br />( <br />i <br />2 <br />m <br />I <br />, <br />UNO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />1 <br />OF WALL EL. 9'-4", LINO. <br />a <br />s <br />8RF14-* <br />a <br />4 <br />f <br />T <br />1 <br />� <br />y <br />� a <br />8F36.1T/0M/0B <br />s <br />) <br />5 <br />" <br />I <br />- <br />18F36-lT/OM/1B <br />914" <br />8F16-lT/OM/OB <br />e ' <br />17 d <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-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 ENGINEERS 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 P&S36, .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 />DES �ON <br />REMARK <br />Q1 <br />(2) 2X12 <br />(2)2X8 <br />BEAM SCHEDULE <br />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 />(rI) <br />IZH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB7 <br />MASONRY <br />3000 <br />1 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: 407-774-4078 <br />wwwabdesigngroup.com <br />AA M: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813SM2628 <br />FAX: 618-886-2802 <br />sysD:v & I.OT: <br />SILVERADO <br />LOT #22 <br />BLK #13 <br />PROJECT* <br />03719.000-22 <br />Mol?EL" <br />2795— B <br />GARAGE SUING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 IMH EA B <br />