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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' 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 />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 2x4 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 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 U-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 I 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 />2X4 BLOCKING BETWEEN TRUSSES 24O.C. TOE <br />NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON <br />y �n NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO N M <br />'✓.� (3 (Z BRACE TOP OF WALL. U �� <br />CJtK2.Q, <br />CJ1 <br />WNCJ3 a a u u a nu u x al u 1A u a aCJ3 <br />CJ5ul 1 u p — CJ5 1A <br />jtoGT <br />.1 <br />a::aaaaa:aaaaa:a a :a:ate:a®aaeaa� a::za:szaz>ms <br />-----a—a—a _...... <br />... a .—a:aaaasaa --- <br />.sz�zass�zzzaaaaaaaasasaaaaa®:a:a a - — - — - a—z®s:a <br />PRE-FABRrATED ROOF <br />TRUSSES 0 2PO.C. MAX <br />. azesae»e:aaas:®se�za®saaa�s zzaa�aa�aae:aas:as:::a:�s <br />zs>csa�ze:�z:za®zam�za�z ----arse------a— <br />Wa <br />zmaz�aa�aa�sa®aa®s:s z..... a.. o a. a mz <br />A1------a—.aa ----. a—aaa:.a>caaa - saes:.—. <br />1A aaa�::aaama�.�a®aa�a :z�.asazs.�asaa�azaasz:aass:s <br />3.1 <br />a <br />.Gaza==:a.aaaa:aaa:®aa®a:. a.:.a.a==aaaasa�a:�a <br />— .a�aaaasaaa�aaa�aaa�aa�a <br />A2 <br />aaaa:� 22�xS4a��aa�a�a�a a:.::—.aa®.—aa�a <br />A3 ACSE--QS as.-----a---- <br />Z�Q y�A <br />A4 . a� z azse z z®s s® z .. a.......... a <br />AS <br />a <br />V4 <br />A7 ......... a .... .®a:... <br />A9 <br />. a.avea:.a=®. .am .—.— s�z 1A azs:a . <br />IA A11G — — — 1 MT 1A <br />1 1 <br />—aa:.a>Q .:zes:>ed� ®. :1A j >e um n n :aaaa= <br />CJ5 <br />0: N� N N <br />to <br />x n n a CJ3 <br />1 N N N <br />1A <br />u u a n CJ7 <br />i----- ----- ----- <br />pgg <br />EJ7 u � ii yVj <br />ul V <br />8 7 C7 <br />1 1 0 <br />FRAMING PLAN <br />SCALE: 1/4' = V-0' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />SVHDIV. 4 LOT: <br />SILVERADO <br />LOT #14 <br />BLK #18 <br />PROJECT <br />04128.001-14181 <br />MODEL' <br />4EAB <br />"1672—ARIA" <br />GARAGE OWMG: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />UG 2 <br />A. A <br />NO <br />D g; 08/20/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3 <br />