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W/ SIMPSON LTA2 USED EJ7 <br />.>® <br />TO BRACE TOP OF WALL. <br />EJ7 <br />2X SCAB 4'-0" LONG <br />ATTACHED TO BOTTOM <br />CHORD WITH 2 ROWS EJ7 <br />10d NAILS STAGGERED <br />@4"ON CENTER EJ7 <br />:®m <br />EJ7 <br />CJ5 <br />= <br />CJ3 <br />n <br />CA <br />N u <br />�S <br />7.-U' <br />Im <br />N <br />II <br />11 11 II x <br />n <br />N <br />II x <br />II <br />N <br />NgN <br />N <br />NaNN <br />N <br />N <br />N <br />N <br />N <br />N <br />NWN <br />N <br />N <br />N <br />N <br />N <br />II N a(C <br />N N <br />N <br />N <br />p <br />1 <br />It <br />u <br />N <br />N N <br />n <br />a <br />a <br />x <br />NNNMN <br />11 11 11 <br />11 <br />x <br />n <br />N <br />N <br />M <br />N N <br />it x u n <br />n <br />N <br />a <br />N <br />a <br />N <br />u <br />n 11 <br />U II <br />NNNNNNN� <br />N <br />11 <br />N <br />_-N- <br />n_ <br />N 11 <br />U 11 <br />11 <br />N <br />N a <br />d <br />N NNNNNNN <br />II II 1 II <br />N <br />II <br />11 x <br />11 <br />N N <br />N <br />N <br />N <br />RIDGE N <br />N, <br />la <br />wI <br />N <br />n <br />p <br />FRAMING PLAN <br />SCALE: 1/4" - P-0" <br />N O W txD Y N O <br />n u <br />x <br />■ ■ <br />NNN�ju <br />n <br />n <br />NNN��N <br />n <br />n <br />NI <br />"� <br />N <br />ryN <br />nN <br />I II <br />it <br />N <br />N <br />R R <br />I <br />x <br />N N <br />•11 <br />� <br />n <br />N <br />N r <br />N N NUDGE m <br />11 11 11 N R <br />Nm N N x <br />11 0 u 11 N m <br />u N a U <br />miY <br />Y II <br />II <br />��Q I <br />.ima�a=�5mq <br />II <br />•amassaad� <br />11 H N U yll- <br />®ReCSto N NN�3N p N N =E a] (~!1 om <br />o w <br />I I Rt GNE i w J3pk�y <br />u n �u s u x N n N a N ulNl y 0S�k�w� 1 <br />�o CJ3EI WOa�g� <br />LILL—N N IA 6 <br />xwl■llm <br />Q:�ib <br />t1!gl■!■ <br />I <br />i <br />I <br />i <br />I <br />i <br />E O O O 0 a <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/ (B) I Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d 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-Oi 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 />S. 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 TRUSSFRAMING 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 C 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 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 TRU6S PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 6' FROM THE CENTER OF THE COLUMN. <br />A t C E I T E C T i <br />6 <br />Grown <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />AA N: 0003325 <br />mm <br />eUBEI' ae Loan <br />SILVERADO <br />LOT #19 <br />BLK #13 <br />PROJECT <br />03719.000t-19131 <br />MODEra <br />"2558—HAWTHORNE" <br />GA VAGE 8TrWG: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH . B <br />