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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA18 WW (9)10d x 1 12" HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED WF (10)d x 1 12" HOG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d 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 LINTEL <br />MANUFACTURER SHOWN IN 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 />8. 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 REVIEWAND <br />APPROVAL, <br />9. PLACE 20 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 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER fa 18" 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. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x6 STM. CHORD (MIN.) <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. <br />3. TRUSS COMPANY/ENGINEER IS RESPONSIBLE FOR ALLTRUSS TO <br />TRUSS CONNECTIONS. <br />4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />1-PLY <br />G: 496 LSS <br />U: -145M <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. <br />TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d <br />COMMON NAILS & SECLIRE TO RM_ W/ LISP <br />FRAMING PLAN <br />SCALE: 1/4" = 1'-0" <br />1-PLY <br />V. -ions L88 <br />0: 2204L86 <br />1-PLY <br />Lk -m LBS <br />fit 1888 LBS <br />1-PLY <br />U: -182 L28 <br />0:187s LBS <br />1-PLY <br />U:-1030LOS <br />0:208OL88 <br />1-PLY <br />U: 480 LBS <br />0,1071Los <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407.7748078 <br />FAX: 407-774.4078 <br />wwwAbdes4npup.com <br />L AA N: 0003325 <br />9111111 <br />�anm� <br />mmmol <br />BIXMDIV. A: L/OT: <br />SILVERADO <br />LOT #9 <br />BLK. #11 <br />PnojmCT/ <br />04 28.002-0 <br />WODZU <br />4EBB <br />"1828—CALI" <br />GAIRAGa SW IJO: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />ju <br />Dw� 10/23/18 <br />8CAIM 1/4"=1"-0" <br />BTISME <br />1111,1 s3 <br />