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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9) 10d x 1 12" HOG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED WP (10)d x 1 12" HOG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 12" HOG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1Od x i 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 MATCH CONNECTOR FINISH. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN W STRUCTURAL PLANS. <br />S. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). <br />S. 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 />9. PLACE 2x4 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, .177" • x 2 7/8" LONG, WITH WASHER 4$16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. 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E.C. P. CORPORATIONCASTECRETE <br />DIVISION ACCEPTANCE*: 16-0126.03 <br />11 <br />SF16-11=13 BF18-1TIOMA13 8F18-lT/0MMB II <br />1 <br />1 <br />i <br />� <br />I <br />1 <br />♦ <br />♦♦♦ <br />1 <br />1 <br />J# <br />♦♦ <br />1 <br />4► <br />k 1 <br />♦♦� <br />1 <br />i <br />LLI <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 <br />1 <br />i <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1� <br />ILL <br />1 <br />I <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 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />r ----- i <br />I I <br />L ----- J <br />6RF14- <br />1 T/OM/DB <br />LIFT BEAM PLAN. <br />UNO, PROVIDE B81 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-8", LINO. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesfgngmup.com <br />L AA A: 0003325 <br />66 <br />r <br />Ck <br />Ip <br />BIt7aDIV jaks LtOTt <br />SILVERADO <br />LOT #13 <br />BLK" #7 <br />P 4o28 -1 071 <br />molmm <br />4EBB <br />'11828—CALL" <br />Gwt�wGa ISTrrIxG: <br />LEFT <br />PAGat <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />L AR NO 007= A <br />a � 3/08/19 <br />sCAIM 1/4"=V-0" <br />slain <br />s2 <br />