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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 HTA18 W/ (9) 10d x 11,7 HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED WI (tO)d x 1 1/2" HOG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT18A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL 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 />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 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 P8S38, .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 />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF ZSW LES 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 / 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 />COLUMN SCHEDULE <br />MARK <br />SIZE s <br />BABE PLATE OR <br />REMARK <br />DESMPTNNd <br />REINFORCEMENT <br />WD-1 <br />4X6 (3 X'x5 X-) SYP. <br />USP HTT4 WIW CIA <br />S/S3. to <br />PT., WOOD POST <br />x 5" EXP. BOLT <br />-%, 5 1 1 <br />3 5 5 -& <br />-ia- m'NNI-I-I- I�i-i�'. 1 <br />a <br />n <br />x <br />" <br />'1 <br />1 <br />_1 <br />PRE -FABRICATED ROOF <br />TRUSSES M <br />AA1 <br />IA11.1FAM <br />WA <br />,_ <br />a c <br />_ <br />--------------------------j <br />ROOF FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />• a <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA 8: 0003325 <br />5 <br />m <br />Q <br />O <br />i$ <br />sysniv & ion <br />SILVERADO <br />LOT #17 <br />BLK #07 <br />1pmw <br />T-771 <br />MOD=- <br />4EHB <br />"2605- HAYDEN" <br />GARAGZ NWEIM: <br />RIGHT <br />PAQZ: <br />ROOF FRAMING <br />PLAN AND <br />NOTES <br />50 MPH EXP. <br />Dw03/11/19 <br />sCAUD 1/4"=1'-0" <br />gnvmw <br />s6 <br />