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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 />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 (41. <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 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 2 718" 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 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE: <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W LBS SHALL BE <br />FABRICATED W/ A 216 STM. 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 9'FROM THE CENTER OF THE COLUMN. <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. <br />TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d <br />COMMON NAILS &SECURE TO BM. W/ <br />y� SIMPSON LTA2 USED TO BRACE TOP OF WALL.3 F� <br />CA x .. .. .. .. "EJ7. .. .. .. .. s CJi <br />CJ3 x u x 1C n n n a x n x x x n u x x <br />II It 4 1 tl <br />7x <br />CA <br />I '1 ATTACH 4''LONG 2X SCAB TO p p q � <br />= II n II TRUSS W/ 10d NAILS 0 6" O.C. n x II II n = CJ5 <br />II II I II (4" FROM EA. END) II II p <br />%_� <br />I I 6 I I <br />I I I <br />PREFABWCA <br />TRUBBE8�24 M IF <br />I I I <br />I I I <br />aaaas az®a=��a�a aaaasa� <br />�a�a�sxsai �i�asa �iaea <br />I I I <br />=a�aaa�a a=.�aa®a <br />\ I I I <br />I 11 I <br />I I I <br />I I I <br />ssess�ssssos=F�s�_sss;Fssssx- <br />1A <br />__ _7_- = 3.1 7 <br />4: <br />\ <br />sss�xer�a/ae#S s. a�� a s� <br />FRAMING PLAN <br />SCALE: 1 /4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX, 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 A <br />F <br />i5 <br />d <br />m <br />uQiQ <br />6eQ <br />.7 <br />fed <br />F—summ ac LOT: <br />ABBOTT PARK <br />LOT #14 BLK #12 <br />PHASE:4C <br />PROJECT <br />04181.041-14121 <br />"OaEi. <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />8 <br />1 WX AW k ABOUSFC4CRA I <br />--AR NO 93723 <br />III DATE: 2/04/22 <br />ISCAXJC: 1/4"=1'-0" <br />SiIEET <br />S 3.1 <br />