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FRAMING NOTES: <br />rrt----r------------------------- ------------------------------------- <br />- <br />1♦ BFi6-1 T/OM/1 B 8F76-1 T/OM/1 B <br />Ell <br />1 19,�„ 1 <br />1 1 12'-0" 6-10" ♦ 1 <br />6 ♦ m 1 <br />.1 m j 1 <br />; Q 1 <br />1 ♦ <br />� `♦ 1 <br />1 e I of <br />,% AH7 LL ♦ ' 1 <br />8F16-1T/0M/1 B <br />10'£" <br />I <br />I <br />,% I <br />Y <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <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 />1 <br />1 LL 1 <br />, <br />1 � ., <br />1 <br />1 i ♦ ♦ `,,` <br />1 <br />1 `% LINO, PROVIDE BB1 WHERE <br />1 ROOF TRUSSES BEAR, TOP <br />1 1 ♦ %% OF WALL EL. 9'4", UNO. <br />1 1 `% <br />1 ` <br />1 `, ` `% <br />I <br />I 1 ,% ,`, <br />1 1 ` <br />1 ` <br />1 CJ 1 ,, <br />` <br />` ,� <br />1 <br />1 1 ,` ,% <br />1 1 BRF14 <br />1 ' % 1T/OM/OB <br />1 <br />`%� <br />1 <br />j 1 ,% I I�% <br />1 1 ♦ I `% FH5 <br />1 1 I <br />1 1 I Y,` <br />1 1 1 <br />1 i 8F36.1T/0M/0B � % <br />1 44 <br />1 9'4" 1 8F16-1T/0M/0B <br />1 17-4---------J L-----♦-----J — <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'4" <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Od 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/ I Od x 1 112" 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 Zx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER a 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 />812E & <br />DESCRIPTION <br />REMARK <br />0 <br />(2)2X12 <br />(2) 2X8 <br />BEAM SCHEDULE <br />RiZEM 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 psi) <br />SIZE, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL32760 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />www.ebdesigngroupmm <br />AA N: 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: 813-886.2628 <br />FAX: 813-886-2802 <br />avHDIV. ae MT <br />SILVERADO <br />LOT #4 <br />BLK #16 <br />PROJECT* <br />03719,001-04 <br />140DELa <br />2795-CAMDEN" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH ABJ <br />