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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP OTC W/ (13) 10d x 1 12" HOG NAILS, <br />SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HOG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: <br />USP RT18A OR LUGT2 W/ IOd x 1 12" HOG 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-W 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 />6. 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 REVIEW AND <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 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER/ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LEE SHALL BE <br />FABRICATED W/ A 2.6 STM. CHORD (MIN.) <br />2. COORDINATE ANY TRAWCOFFERED 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 ALL TRUSS TO <br />TRUSS CONNECTK)NS. <br />4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST S" FROM THE CENTE R OF THE COLUMN. <br />14-LY <br />G: 496 LBS <br />U:-145LBS <br />1-PLY <br />G: 671 LEIS <br />U: .1342 LBS <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE <br />NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON <br />NAILS 8 SECURE TO BM, W/ USP HLPTA75 USED TO <br />BRACE TOP OF WALL. <br />FRAMING PLAN <br />SCALE: 1/4". V-0" <br />1-PLY <br />G: 2032 LEIS <br />U:-1280 LBS <br />G: 2013 LEIS <br />U:-1006 LBS <br />G: 1569 LBS <br />U: -897 LEIS <br />G: 1079 LBS <br />U:-662 LBS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77441078 <br />FAX: 407-774.4078 <br />wwwAbdesigngmup.com <br />AA 0: 0003325 <br />m <br />y <br />W <br />y. <br />0 <br />w <br />O <br />BLTHDN. do I.OT: <br />SILVERADO <br />LOT 5 <br />BLK 11 <br />PROJECT# <br />04128.001-05111 <br />MODEL• <br />4EAB <br />"1672-ARIA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />DATE." 08/18/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s3 <br />