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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 W/ (9) 10d x 1 1/2" HOG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED WN (10)d x 1 112" HOG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />USP RTISA OR LUGT2 W/ 1Dd x 1 1/2" 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-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 />8. 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 />B. 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 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 V-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z5W LBS SHALL BE <br />FABRICATED W/ A 2x6 BTM. 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 I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />TRUSS CONNECTIONS. <br />4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST F' FROM THE CENTER OF THE COLUMN. <br />1-PLY <br />U: -1003 LBS <br />G: 2204 LBS <br />1-PLY <br />U: -1030 LBS <br />G: 2063 LBS <br />143LY <br />U: -W LBS <br />G: 1071 LBS <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE <br />NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON <br />NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO <br />FRAMING PLAN <br />SCALE: 1/4"= V-0" <br />1-PLY <br />G: 496 LBS <br />U:-145LBS <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD,FL32750 <br />PH:407-774.6078 <br />FA%:407-774.4078 <br />www.abd"gngrouP.com <br />L AA is 0003326 <br />4n <br />II <br />x <br />4 <br />x <br />aunDiv. ee I.OT <br />SILVERADO <br />LOT #13 <br />BLK #12 <br />P!lOJECT# <br />041 8.002-13121 <br />moDffiL• <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />LEFT <br />PAGI4: <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />mm <br />D � 11/15/18 <br />aCAXX: 1/4"=1'—O" <br />m*mmT <br />S3 <br />