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t, 1 5 <br />C" <br />N <br />C13 <br />fl <br />N N <br />CJ5 <br />®: <br />u n x <br />NNNNNNNNNN <br />u <br />n <br />n R <br />u <br />N It <br />R R <br />NN <br />EJ7 <br />EJ7 <br />Y 11 <br />11 <br />II <br />N U <br />II <br />p N <br />II <br />N N <br />N <br />N-1--4-4—�--1 <br />N <br />N <br />N N <br />EJ7 <br />—.—. <br />,B <br />EJ7 <br />N N N <br />N <br />p <br />N n <br />tl <br />II N <br />n <br />p <br />R N <br />EJ7 <br />---. <br />N <br />N <br />N q <br />N <br />N N <br />N <br />N <br />N N <br />Q <br />EJ7 <br />♦'---- <br />N—I <br />NN <br />y�A <br />N N <br />N <br />N <br />N <br />Npp <br />2X4 BLOCKING BETWEEN <br />TRUSSES 24" O.C. TOE NAILED <br />TO ADJACENT TRUSSES W/ (2) EJ7 <br />CN III pN <br />N <br />V <br />ppN <br />N <br />ppryN <br />jryN <br />16d COMMON NAILS & SECURE <br />I 11 <br />R <br />R <br />II <br />N <br />II <br />A II <br />TO BM. W/ SIMPSON LTA2 USED E.17 <br />L---- <br />TO BRACE TOP OF WALL. <br />g I l q g <br />q <br />q <br />q <br />g <br />q q <br />q <br />q <br />q q <br />EJ7 <br />Ir 711 11 <br />II <br />N <br />n If <br />N N <br />p <br />Y <br />II II <br />EJ7 <br />---- <br />I <br />'ll�' T11 <br />q <br />II <br />11 11 <br />11 <br />N N <br />N <br />�IDGE <br />N <br />EJ7 <br />EJ7 <br />Ls--- <br />H <br />y✓� <br />ALI <br />•®- <br />— <br />U p N <br />p <br />�\ <br />R N <br />R <br />N Y <br />N <br />N <br />_ <br />M <br />—�_ <br />EJ7 <br />�, "i­— <br />CJ3T <br />CJ5T <br />N <br />N1��xx( N <br />N <br />n n n <br />11 II <br />11 <br />It <br />n p <br />x <br />n O N <br />11 <br />n <br />1 II <br />N <br />N N <br />N <br />N oo N <br />N <br />N <br />N <br />If RIDGE n <br />E 7T <br />u tl n <br />n <br />1 <br />n w <br />u <br />nl—. u <br />n <br />n <br />I n <br />CJ5Tto <br />x N II <br />N <br />I <br />11 n <br />11 <br />II LLy N <br />II <br />II <br />II <br />' <br />��en <br />N N N <br />Na�N <br />N <br />N <br />N <br />CJ3T - <br />_ <br />CJ, 11 " <br />N N <br />n! <br />N <br />I <br />III N <br />d <br />II <br />n <br />N <br />N n <br />I A <br />a <br />FRAMING PLAN <br />SCALE: 1/4" - V-G" <br />P <br />Ill <br />e RIDGE I II <br />N N 4 <br />"�� N CA <br />N . CJ3 <br />I I <br />.—y CJ5 <br />it <br />.---� I EJ7 <br />II <br />.—.—: EJ7 <br />II <br />I EJ7 <br />II <br />.—.®1 EJ7 <br />A II <br />--•I CJ5 <br />II <br />�N CJ3 <br />4". 5■ CJ7 <br />_ EJJ71 I iP <br />-- 4 3.1 <br />II <br />CJ5 <br />II <br />N CJ3 <br />u CJ, <br />c3 c3 3yam. <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) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 WI 1Gd x 1 1/2" HOG 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 />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />6. 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 REVIEWAND <br />APPROVAL. <br />9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" 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 2Y6 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 A STEEL COLUMN. <br />MAINTAIN AT LEAST 9' FROM THE CENTER OF THE COLUMN. <br />A R C N I T E C T II <br />Design <br />Grou ... <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX- 407-7744078 <br />www.abdeslgngroup.com <br />AA x: 0003325 <br />b <br />c <br />Lo <br />a <br />O �% <br />A <br />oxnmrV. as LOT <br />SILVERADO <br />LOT #5 <br />BLK JL3 <br />[PaoizcT# <br />03719,000-05131 <br />MOaEIs <br />"2558-HAIVTHORNE" <br />CiARAOE 9�►IATO: <br />LEFT <br />PAGM <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />