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y-1 1 5 <br />CJ1 <br />n <br />I <br />CJ3 <br />= x <br />CJ5 <br />= <br />EJ7 <br />EJ7 <br />= _ <br />EJ7 <br />= �_ <br />2X SCAB 4'-0" LONG <br />ATTACHED TO BOTTOM EJ7 <br />= <br />CHORD WITH 2 ROWS <br />10d NAILS STAGGERED <br />4" ON CENTER EJ7 <br />I <br />EJ7 <br />I <br />2X4 BLOCKING BETWEEN <br />TRUSSES 24" O.C. TOE NAILED <br />EJ7 <br />TO ADJACENT TRUSSES W/ (2) <br />16d COMMON NAILS & SECURE <br />TO BM. W/ SIMPSON LTA2 USED EJ7 <br />TO BRACE TOP OF WALL. <br />EJ7 <br />I <br />I <br />EJ7 <br />EJ7 <br />I <br />I <br />EJ7 <br />f� <br />EJ7 <br />1A <br />i� U .1 <br />c3 <br />EJ7 <br />I <br />CJ1 <br />CJ3T <br />1 I— <br />F <br />I lb <br />° n <br />n n x <br />CJ5T <br />I <br />x n n <br />EJ7T <br />= <br />EJ7T <br />N RIDGE <br />it <br />I <br />I K <br />CJST <br />it n <br />It <br />YNYCJ3T <br />CJ1 <br />u <br />I I <br />I <br />I <br />I <br />I <br />I <br />IIIII <br />u <br />=1=_�__�_�_= <br />■ <br />4 <br />■ <br />10 It I I I.It . <br />ji"ro'-paFs <br />i <br />6 s 6 o 0 0 <br />II N N LL N N 11 H N 11 N <br />N N IWaI N N N N N N N N <br />i°g�g i i i N II Y I n N <br />x x „= S n n x n n RI GE <br />N YY I W N N x <br />N 11 n N 11 N N M II W 11 <br />n It n <br />>r <br />It <br />It E <br />Np" N qpp"e n <br />N q i Y d Y N Y "III tQ CJ3EiN 00N_55 <br />NrR EJE�p0OfmwIL„pIf 1A CJ IL x 11 u q n 1 __.R <br />II <br />N <br />Y }} Y N <br />n � L-11 u ul <br />N <br />__II— 4 <br />YNNiNi <br />R II <br />YYN <br />N <br />N <br />NYY <br />x N <br />N 11 <br />N <br />N 1 <br />11 <br />11 II <br />Y <br />11 11 <br />II <br />It 1 <br />II <br />It <br />N Y <br />n <br />NYNIYYY <br />II II <br />N <br />11 <br />N 11 <br />M N A OI M Q <br />g < a a a a ¢ a a a a a a a m m <br />FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />=�= EJ 1 1A <br />: CJ5 <br />II <br />II <br />u04== CJ3 <br />N =.I <br />x CJ1 <br />FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON Hill 0A OR LGT2 W/ IOd 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 BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST•CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). <br />9. 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 />10. 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 7/8" LONG, WITH WASHER a 16" O.C. <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />13. 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 WI 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. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. <br />A It C N I T I C T= <br />Grou inn <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407.7744078 <br />www.abdeslgngroup.com <br />AA 111: 0003325 <br />h <br />A <br />0. <br />SXMDIV. AR LOT <br />SILVERADO <br />LOT #2 <br />BLK #16 <br />PROJMCT#t <br />03719.001-02161 <br />MODEL: <br />"2558-HAWTHORNE" <br />GA CAGE BVfMG: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH E.W. B <br />PRINT mm", <br />DAM. 06/09/21 <br />SCALE: 1/4"=1'-0" <br />SKEET <br />s3 <br />