Laserfiche WebLink
FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA16 WW (9)10d x 110 HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W (10)d x 1 12" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 1 Od x 1 12" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ IDd x 1 12" 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-M AND APPLIED IN ACCORDANCE Vim <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 />6. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. UNTELS SHALL HAVE 4" NOMINAL BEARING (41. <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 W LL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND <br />APPROVAL <br />9. PLACE 2x4 PT TO ALIGN WTH 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 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 0-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2.6 BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTICACCESS <br />W TH 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. AVD CING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAOIIN ATPLALEAST 8" FROM THE CENTER OF THE COLUMN <br />CJ1 <br />CA <br />G15 <br />1A <br />.1 <br />1-PLY <br />U: -1003 LBS <br />0: 2294 LBS <br />1A <br />1 <br />11-LY <br />Lk -462 LBS <br />G:1858 LBS <br />to <br />3.1 <br />I -PLY <br />U: -162 LBS <br />G:1673LBS <br />F— <br />rIA'\ <br />1PLY <br />U:-528LBS <br />G: 1001 LBS <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE <br />NAILED TO ADJACENT TRUSSES W (2)16d COMMON <br />NAILS 8 SECURE TO BM. W/ USP HLPTA75 USED TO <br />5 $ 3 BRACE TOP OF WALL <br />m m mmmmi-,_I-mm"A <br />1 <br />1 <br />1 <br />_ <br />_I <br />_I <br />1 <br />1 <br />1 <br />1 <br />1 <br />i <br />i <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />. <br />1 <br />FRAMING PLAN <br />SCALE: 1/4" V-0" <br />CA1 <br />CJ3 1-PLY <br />G: 496 LBS <br />U:-145LBS <br />GW 1A <br />3.1 <br />1A <br />1PLY <br />U 31a LBB <br />G: 630 L138 <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesWigroup.wm <br />AA 0: 0003325 <br />N <br />O <br />a <br />h <br />O <br />SVIiDIV. AC L0 <br />SILVERADO <br />LOT #12 <br />BLK" #11 <br />Pito amT111 <br />0412 .002-12111 <br />HGD= <br />4EBB <br />"1828-CALI" <br />GARADS SVfMG: <br />LEFT <br />PAGIO: <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />Dw n- 11/15/18 <br />aCASM 1/4"=1'-0" <br />axz�r <br />S3 <br />