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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA1 6 W/ (9) 10d x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Dd x 1 112" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1 Od x 11/2" 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 REVIEW AND <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 UBS SHALL BE <br />FABRICATED W1 A 2A BTM. CHORD (MIN.) <br />2 C ORDINATE ANY TRAYICOFFERED CEILINGS, AND ATTIC ACCESS <br />;�ITOH 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 />CA <br />C.13T <br />CJ5T <br />AH9 <br />AH1 1 <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 />A6 <br />AH23A <br />AH21A <br />AH19A <br />AH17A <br />AH15A <br />AH13A <br />AH11A <br />AH9A <br />C <br />C <br />C <br />C <br />CGE <br />N Cil <br />ling ON via <br />0 CJ3 <br />1 C a CJ5 <br />3.1 <br />A111 <br />-- — - — - . . . . . . in <br />�imme�s�s � 3 � 2 ill" 5 ill all 511111111 E 2 ON ma simmillons ag —a— - , - an <br />I------------ I ------ ----------- <br />�m�N a � 1111 no= ff�m R�s�n�v� <br />...... ...... --------------- ---------- 16 <br />...... ...... <br />--------- ...... ...... <br />I <br />...... ............ ...... ...... —6 <br />1 <br />1 <br />. . . . . . — - — - — - <br />I ATTIC <br />. . . . . . . . . . . . - — - — - — — — - — - — - <br />--------------------- ------ ...... ...... —6 <br />1 <br />---------- -------------------- <br />------------ -------------------- <br />------ ----- -------------------- <br />- — - — - — - — - — - — — - — - — - — - — - — - <br />------ ----- ----------- ...... <br />L- — — — — — — — — — — — i <br />...... ...... ...... ... ........... ...... <br />PREFABRICATED ROOF <br />TRUSSES (M 24' D.C. MAX L <br />...... — -------------`.------ <br />- — - — - — — - — - — - — - — - — - — - — - — - — - <br />-------- -------------------- <br />. . . . . . . . . . . . — — - — - — - — - — - — - — = . . . . . . <br />------ ------ ----------------- <br />...... ...... -------- =—= ...... <br />L ----------------- J <br />--------------- <br />22x54____�—, <br />ATTIC <br />III r <br />ACCESS <br />............ <br />4 0 a ff <br />A — JL_ 4_11 <br />---------- 7' <br />F. 4' - — - — - — - — - — - <br />L — — — =7 <br />2X4 BLOCIONG BETWEEN TRUSSES <br />W D.C. TOE NAILED TO ADJACENT <br />TRUSSESWIM161 COMMON <br />NAILS & SECURE TO BM. W1 <br />SIMPSON LTA2 USED TO BRACE <br />TOP OF WALL. <br />B <br />2 <br />p0ligniI — - — - — - -- B <br />w B <br />a <br />EIGE FRAMING PLAN <br />jEAj I W=-41011 SCALE: 1/4* = l-(r <br />L-(')) 7XI7 TO 4x4 POST w/ <br />(2) MM-16 4x4 POST TO <br />&LOM AIBU-44 (2 TOTAL) <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />IIN, AA 111: 0003325 ad <br />r DRAFTING BY: <br />A.S. DESIGN GROUP <br />DRAFrING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 813-886-2802 <br />BUDDIV. de LOTil <br />SILVERADO <br />LOT #24 <br />BLK #10 <br />P3RCJMCT# <br />03719,000-24 <br />mopmu <br />2795-B <br />C;AatAGZ STrWO: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />%150 MPH E)R. Bj <br />F'p2w 10/30, <br />8CAILM: 1/4"=f—O" <br />8*9z= <br />S3 <br />10 <br />