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CA <br />CJ3T <br />" N <br />y�Au — <br />ate• k <br />—--y—d— <br />0 1 A <br />0 Is to <br />CJ5T <br />I U <br />EJ7T <br />>�.>®: <br />p RIDGE n <br />EJ7T <br />'�:�: <br />CJ5T <br />�y <br />u n a <br />CJ3T <br />I <br />�Q <br />n <br />a M tl <br />CJ1 <br />y <br />k7 <br />EJ7 <br />( • >� • <br />EJ7 <br />I <br />��•>�° <br />EJ7 <br />I <br />k �' •� ° <br />EJ7�•>®_ <br />EJ7 <br />I <br />k---- <br />EJ7 <br />p�•�• <br />I <br />2X4 BLOCKING BETWEEN <br />TRUSSES 24" O.C. TOE NAILED EJ7 <br />• aem <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 />s <br />2X SCAB 4'-0" LONG <br />ATTACHED TO BOTTOM <br />CHORD WITH 2 ROWS EJ7 <br />10d NAILS STAGGERED <br />0 4" ON CENTER EJ7 <br />• � - <br />EJ7 <br />�•�° <br />CJ5 <br />CJ3 <br />n <br />CJ1 <br />Y <br />a a a a a < a a a a a a a a <br />I I I I I I III 1 I I I I I <br />Is n w N N a a a a x u a N <br />NNa MMIsNIs q <br />d96 11�ui <br />I01111 I <br />tl n N II Is 0 Is <br />11 II a—,m is p II II A <br />N I NWwN <br />is <br />11� a¢ � � � u R II <br />N p N tl x A U N p <br />,�N ql� NgNgn � <br />N 4 P Y Y N Y N tl N A A P <br />a x — I� I p y/A a a n u u n <br />IsU N-- Is Is 11 a a " is <br />is <br />_ w— <br />�-. <br />■ N A P ■ A H N N Y A ■ p N <br />x l u n n a a x x u u uq x a <br />1� � i I N I N A I N RIDGE N I <br />FIl N l <br />III.—L.L9 <br />N� {• "j-■ N ■ ■ N N Y A A N R ■ n <br />. INS �NNNit11IsI <br />n � n N p tl Y 11 N q N N 11 N M <br />:� IINI�d��Yp <br />f <br />FRAMING PLAN <br />SCALE: 1/4" ° 1'-0" <br />x <br />m <br />" CA <br />II <br />■ u . CJ3 <br />II <br />■ .>�; CJ5 <br />1A <br />■ �7� I 1 <br />d <br />to M I <br />pq w m yA pq .1 I <br />1gpl ��N N„ <br />�yQO <br />N M�wd <br />U H is p p �•I <br />Is <br />u x u a a <br />II <br />N <br />H nl I u ■ Is N <br />�y <br />CJt <br />n-M <br />CJ3 <br />CJ5 <br />I I <br />I <br />°•�_�� <br />EJ7 <br />( I <br />'•�=s°i°i <br />II <br />EJ7 <br />II <br />61O2i'( <br />EJ7 <br />I I <br />EJ7 <br />II <br />' •I <br />II <br />CJ5 <br />II <br />a <br />CJ3 <br />CA <br />1• <br />1 <br />I'tli47t1!•I¢i <br />[o' <br />Ili <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 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-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 ONCAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />B. 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 />S. 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 (M 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 D'-D", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER I ENGINEER NOTES: <br />1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x6 STM. CHORD (MIN.) <br />2. COORDINATE ANY TRAYICOFFERED 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 ATRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />A R C N I T I C T 8 <br />Grown <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7744078 <br />FAX 407-7744078 <br />www.abdesigngrouPmm <br />AA M: 0003325 <br />annu <br />enm� <br />BUDDIV. A■ LOT: <br />SILVERADO <br />LOT #11 <br />BLK #14 <br />PROJEOT* <br />03719.01 0-11141 <br />MODEL: <br />"2558-HATrHORNE" <br />GARAGE ✓ WDfG: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />150 JJPH AV. B <br />