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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 WI (9) 1 Od x 1 ill" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA WI (10)10d x 1 12"HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1Od 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 METAL CONNECTORS <br />ARE TO MATCH CONNECTOR FINISH. <br />S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON UNTEL <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. UNTELS 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 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 PBS36, .177" ° x 2 7/W 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 2,600 LBS SHALL BE <br />FABRICATED W/ A 2x6 BTM. 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 I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />TRUSS CONNECTIONS. <br />4. AVD PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAOIIN FACING <br />8" FROM THE CENTER OF THE COLUMN. <br />CJt <br />'IPF <br />lA CA <br />3.1 <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. <br />TOE NAILED TO ADJACENT TRUSSES W/ (2)16d <br />COMMON NAILS & SECURE TO BM. W/ USP <br />HLPTA75 USED TO BRACE TOP OF WALL. <br />c 70;-3 <br />1S <br />I I i I I <br />7— <br />I <br />wal, <br />e—I <br />. • <br />-• ,• NAILS • n. <br />1 <br />1 <br />1 <br />_ <br />`1 <br />1 <br />1 <br />_I <br />1 <br />_I <br />1 <br />1 <br />1 <br />_ <br />1 <br />1 <br />�S <br />n� ' <br />M3 <br />FRAMING PLAN <br />SCALE: 1/4" = l'-0" <br />i <br />WOO <br />WI <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA N: 0003325 J <br />w <br />h <br />0RL <br />q <br />lu <br />J <br />ra <br />O <br />¢¢ <br />aLJTiDIV. dt w <br />ABBOTT PARK <br />LOT #3 <br />BLK" #8 <br />PIWJ CCTO <br />04181.000-03082 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE awMO: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />0 3 2019 <br />Roues M <br />A. ABCUCK4 <br />L AR NO som <br />g <br />/259scA/4"=1'-O"MET <br />