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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) 1 Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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 />6. 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 />8. 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 20 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 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 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 T-O", 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 70 <br />TRUSS CONNECTIONS, <br />4. AVOID PLACING A7RU55 PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST <br />8" FROM THE CENTER OF THE COLUMN. <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE <br />NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON <br />NAILS & SECURE TO SM. W/ SIMPSON LTA2 USED TO <br />n BRACE TOP OF WALL. <br />yWi O z3 <br />CJ1 —a — —�--— EJ7 a CJ1 <br />CJ3 a n a x 1C I at it x a x It n n x n n a CJ3 <br />IIpII p 4 <br />3.1 uATTACH 4'-0" LONG tic SCAB TO r <br />W/ <br />CJ5 ins m x a iL <br />TRUSS 10d NAILS (� 6" O.C. x x a x =» a CJ5 <br />A FROM EA. END) <br />1A <br />1 A14G <br />O IA <br />a m a� zap a aoa� : z main amama s x� amxa x xeee a mo <br />0 <br />gPREFABRICATED �2 <br />=m�amm® �e =a®m:a®e�aamm:a ­xa=xa <br />I I I 1 I I <br />y:I <br />yl—_ <br />O_� =sa=:0N31 <br />Z .tea ®s ems <br />8 <br />om <br />NsA <br />=�1=xm��wz <br />1 mm�a 1 :mix I am® m 1 aaa�_ 1� I :mm�a a <br />Op �ATTIC" I <br />Z * x�m:==��=:m=:� am —��=:=a: xm.� <br />0 o I I I I 1 1 <br />p <br />U <br />A11 <br />i <br />J At <br />1A a — — — iq <br />1A I L�< I 3.1 3.1 1 I 1 A15 <br />3.1 =� O a =amm_a Z <br />FRAMING PLAN <br />SCALE: 114" - V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />H <br />6 <br />a <br />9VHDIV" & I.OT: <br />ABBOTT PARK <br />LOT #24 <br />BLK. #11 <br />PROJZSCT* <br />04181.000-24112 <br />MODMIA <br />4EBB <br />"1828-CALI" <br />GARAGE BMING: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />It <br />aA E' 4/19/21 <br />SCAIX: 1/4"=1'-0" <br />0 MT <br />s3 <br />