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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" HOG NAILS. <br />SMALL JACKS < 9' MAY SE NAILED WB (10)dx 1 12" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 112" HDG NAILS, WOOD TO WOOD: <br />USP RT18A OR LUGT2 W/ 10d x 1 1 /2" HDG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALLAND 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. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS, <br />S. 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 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 (M18" 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 NOTE$: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 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 / ENGINEER IS RESPONSIBLE FOR ALLTRUSS 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 />SIZE & <br />BASE PLATE OR <br />MARK <br />DESCRIPTION <br />REINFOROEIMENT <br />REMARK <br />WD-1 <br />4X8 (3 14"x5)�i") SVP. <br />USP HTT4 W/5!8" DIA <br />5/S3.1A <br />PT., WOOD POST <br />x 5" EXP. BOLT <br />2 PLY <br />U.-207Y <br />0:3113 <br />2 PLY <br />UASW <br />G:m <br />cJ1 ■ <br />I II <br />`(M ■ ■ u n n n n n n n u u n n n a <br />I II N N N N N II N N II II N II <br />CA p n u n n n n n x n n n u n <br />tiA �Q <br />1B GT ABfd 't 1B <br />A7 <br />A5 <br />A3 <br />PRE -FABRICATED ROOF <br />TRUSSES 0 24" O.C. <br />z=s=saszsssssszzs== s z ess� �s:�=s = 1A <br />RIDGE _ Al=_ <br />z zzzezzzzms�s�zz�z zs�s (A�s z aas�zsss=a �az <br />=sas�z�ss� zmzaz (ACCESS I=s�s—z�z�:zs�a�s <br />2A <br />2A GT AN <br />Gjl <br />N II N II III <br />r Y ■ 11 11 Y 11 11 = - =�_�=�_�=�= <br />I .1 PLY 1A <br />U.1000C <br />ROOF FRAMING PLAN <br />SCALE: 1/4" = 1'-O" <br />2 PLY <br />U:XXXX <br />G: XXXX <br />2 PLY <br />WOO <br />0:3094 <br />U.,m <br />G2100 <br />/I <br />>t <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA Y: 0003325 <br />sysaiA. moss v <br />SILVERADO <br />LOT #55 <br />BLK. #6 <br />[PROJECT# <br />42. 2-501 <br />MOORU <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 8WING: <br />RIGHT <br />PAGIB: <br />ROOF <br />FRAMING PLAN <br />AND NOTES <br />150 MPH EXP. B <br />% A A AB CRA� <br />AR No 98723 <br />fPluNT <br />DATIM 1/18/19 <br />sCALs: 1/4"=1'-0" <br />sHMET <br />s6 <br />