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FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA16 WY (9)10d x 1 12" HDG NAILS. <br />SMALL JACKS <W MAY BE NAILED VW (10)d x 1 12" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d x 1 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 METALCONNECTORS <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 />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 P81336, .177" " x 2 7/8" LONG, WITH WASHER Q 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 />i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LSS SHALL BE <br />FABRICATED W/ A 2x6 BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTIC ACCESS <br />WITH THE ARCHITECTURAL PLANS TRAYSAND 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 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 LBS <br />U:-145LBS <br />1-PLY <br />G: 671 LBS <br />U:-317 LBS <br />1-PLY <br />G: 677 LBS <br />U: -390 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 />BRACE TOP OF WALL. <br />FRAMING PLAN <br />SCALE: 1/4" = 1'-0" <br />FLY <br />G: 2032 LBS <br />U:-1280 LBS <br />G: 2013 LBS <br />U:-1006LBS <br />1-PLY <br />G: 1569 LBS <br />U: -897 LBS <br />• <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />WwW.abdmWngmup.eom <br />AA N: 0003325 <br />h <br />3 <br />O <br />w <br />O <br />aUNDiV. at LOT <br />SILVERADO <br />LOT #11 <br />BLK" #7 <br />PROJECT# <br />04128.002-11071 <br />MODEL" <br />4EAB <br />"1672- ARIA" <br />GARAGE DMING: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH EXP- <br />1;i ' - - <br />DATE, 1/17/19 <br />aCA=: 1/4"=1'-0" <br />atIEET <br />s3 <br />