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FRAMING NOTES: <br />L L w 'w L w 'w L w 'w w Cw' w <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" 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-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 />S. 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 REVIEW AND <br />APPROVAL. <br />9. 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 0 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 I 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 TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. <br />AH9 <br />AH11 <br />AH13 <br />AH15 <br />AH17 <br />AH19 <br />AH21 <br />AH23 <br />A <br />A <br />Al <br />Al <br />Al <br />A2 <br />A2 <br />A3 <br />A4 <br />A5 <br />A5 <br />AS <br />AH23A <br />AH21A <br />a If I! <br />N N x u If <br />I <br />-N- -s - - - <br />-- N--� - - N -- <br />CJ, <br />u x n u u n n N n x n n n N I CJ3 <br />NNNNNNNN„�„NNNNN <br />i <br />CJ5 <br />:.�I I -r74 <br />�..®. ------.seas...® _ <br />- <br />aaa��a�as�a- <br />I----------- ---- ��Q <br />! aENS a s� a aaa�a EaaE3la�a5l�e!leB aai�a)1�—s�=_�l��E:�a !his a�E3i'i <br />I I <br />I I <br />I <br />.s..s.----a— -ate------- .la®s-------- -- <br />I I <br />........=o.....®...®6 <br />I I <br />ATTIC <br />I I <br />s®.1—.—s—.—asa.:::aees®� <br />I <br />I I <br />---- ---spa asp --------------rims <br />I I <br />6®e�sa�a-6...®......®.. <br />I I ............ I I <br />w <br />I I ¢ I I <br />6 <br />L-----------I i I <br />PREFABRICATED ROOF I i <br />TRUSSES 0 24' O.C. MAX L - - - i <br />r------------- .s�: :-� .a.:.ss,me s.......:...........:.sse:s.®. <br />I I <br />s.s.s®..... .............®..c..�. <br />I I <br />I I <br />........ ....... =..a..>a.....Q..... <br />I I <br />..... ...... .....s..=m. . ----------------- <br />� <br />:sass ------- ... -----:---sue=—.—_ <br />\ - - J <br />2X4 BLOCKING BETWEEN TRUSSES <br />W O.C. TOE NAILED TO ADJACENT <br />TRUSSES W (2)16d COMMON <br />NAILS 8 SECURE TO BM. W/ <br />$UPSON LTA2 USED TO BRACE <br />TOP OF WALL. <br />y, <br />man <br />' <br />4 <br />Ems= <br />AH15A <br />:.tea®....... <br />.7....am...... . <br />I <br />I <br />AH13A <br />...®.. <br />. — - <br />— <br />- tee:.---- <br />AH11A <br />a:ess:ate. <br />L----- <br />AH9A <br />.sso--- <br />.—s.s <br />� <br />- — - — - — - <br />�1A <br />----...s®s <br />0 <br />16 <br />-_ <br />_- <br />AH7E <br />GA <br />L <br />CH7 <br />••�• <br />�Ia9� <br />s <br />N N N N <br />• <br />•�•�: <br />• <br />GA <br />CJ5 <br />IIN x 11 L 11 <br />4 CJ5 <br />.� <br />. <br />a>a»x <br />GGEF <br />`t' <br />A <br />w w <br />�_ <br />Nw NA N� N <br />. <br />CJ3 <br />x N <br />n <br />a N <br />C <br />-J-JL--IL-� � <br />y <br />, <br />g <br />N <br />mG <br />2.s <br />- <br />A <br />11 <br />CJ, <br />N--JL--IL—JI--J4—JI--JL--x <br />-- -- <br />N N <br />- -- <br />N N <br />- -- -- <br />fV <br />GGE <br />N N <br />�Y✓v <br />y < y <br />'w <br />L c3 o <br />w <br />w <br />v <br />L <br />t <br />C.) <br />FRAMING PLAN <br />SCALE: 1/4' = l'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774.8078 <br />FAX 407-7744076 <br />www.abdalgngroup.com <br />AA A: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813888-2828 <br />FAX: 81"116-2802 <br />SLTSDIP. Jk I.OT: <br />SILVERADO <br />LOT #12 <br />BLK #10 <br />PROJECT# <br />03719,000-12101 <br />WCAMDEN <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />