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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 VW (9)10d x 1 iR" HDG NAILS. <br />SMALL JACKS <9' MAY BE NAILED WW (10)d x 1 1Q" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) lGd x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />USP RT18A OR LUGT2 W/ 1Od 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 VVITH <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 />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 PSS38, .177" ° x 2 7/8" LONG, WITH WASHER Q 18" 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 />TRWS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2.500 LBS SHALL BE <br />FABRICATED W/ A 2x8 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 STEEL COLUMN. <br />MAINTAIN AT LEAST S" FROM THE CENTER OF THE COLUMN. <br />COLUMN SCHEDULE <br />MARK <br />M a <br />81ESIMPTION <br />PLATE OR <br />REMARK <br />D <br />,,,M <br />R@INFORC@MENT <br />VYD-1 <br />4X8 (3 XN5Y,") SYP. <br />USP HTT4 W/5/8" DIA <br />5-11A <br />PT., WOOD POST <br />x 5" EXP. BOLT <br />FIRE <br />DRAFTSTOP <br />314"SUB <br />FLOOR 2X4 NAILER <br />PRE-ENG. FOR DRAFT <br />FUR. TRUSS STOP <br />ELEV. VIE�P <br />PRE-ENG. FLR. JOISTS <br />3/4" PLYWOOD <br />DRAFTSTOP <br />PRE-ENG. FLR, JOISTS <br />2X4 NAILER FOR <br />DRAFTSTOP <br />3/4" PLYWOOD <br />DRAFTSTOP <br />PLAN VIE�P <br />DRAFT STOP <br />DETAILS <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" - V-0" <br />GIRDER TO CMU WALL WM8P <br />LGM 28-2 VW(4W WEDGE <br />DOLTS AND (4) WS3 WOOD <br />SCREWS TO GIRDER. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdestg kgroup.com <br />L AA 0:0003325 <br />amm <br />aum a. nose <br />SILVERADO <br />LOT #11 <br />BILK #12 <br />PIRO"=T# <br />04 8.0 -1 12 <br />awDRU <br />4EHB <br />"2605- HAYDEN" <br />OARAGIM OWD"h <br />LEFT <br />PAGM <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />