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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 ENGINEERS REVIEW AND <br />APPROVAL. <br />9. PLACE 2A 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 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER Qa 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 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 />2X4 BLOCKING BETWEEN TRUSSES 24O.C. TOE <br />NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON <br />NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO <br />y✓� U U U BRACE TOP OF WALL. U 00, <br />—----Ir <br />CA --h -- h I N I Ell N d CA <br />I � �I I � <br />CJ3 I h hW N 1B wul l n W x w d■ x ■ ■ N ■ M II CJ3 <br />IINI � I ATTACH° 4' -0" LAN°G 2x AB TO' <br />CJ5 TRUSSW/ IDd NAILS @6"O.C. <br />I I I I <br />■ ■ ■ ■ :: CJ5 <br />(4" FROM EA. END) <br />lA GTAl.G to <br />.1 <br />y.A .=,saes..\Q . =... s.=. s.. <br />PREfABRICA'I®�ROOF _ ®_ . • . = . s .... . <br />7F&JBBES @ 24' O.C. MAX. <br />...........sue... =>e:>:s.:=®ssse_.—.ve0.s®m 1A <br />to <br />3.1 <br />A2 <br />C I <br />ACCESS Al <br />A4 <br />AS <br />vessel <br />y e A7 <br />..... sue.... .: ....:._.. <br />A9 <br />1A <br />1A — — — A11G 1A <br />N <br />Lu <br />CJ5 N N w'x z <br />CJ3n d w 1A ... _....... 4 <br />CJ1w u w IA. <br />;gal"'. "J7A <br />al <br />w <br />7 8 <br />FRAMING PLAN <br />SCALE: 1/4" = T-O" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX- 407-7744078 <br />www.abdeaigngroup.com <br />L AA N: 0003325 <br />04 <br />F <br />'lull <br />BUDDIN. & LOT <br />SILVERADO <br />LOT #5 <br />BLK" #19 <br />PROJECT <br />04128.00 -05192 <br />HODELc <br />4EAB <br />"1672-ARIA" <br />GARAGE EWING: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />t.150 MPH EXP. B <br />