Laserfiche WebLink
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 W1(8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 WI 10d x 1 112" 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 />S. 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 HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .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 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 6" FROM THE CENTER OF THE COLUMN. <br />m ■ <br />U <br />O <br />V <br />y�� t3 c3 c3 W 'w W 'w u3Jill W i w W c3 c3 c3 <br />CJ1 <br />CJ3 <br />CJS <br />1A <br />1 <br />1?5 <br />_ s_ sass• -- - ---- <br />,r <br />i <br />_.. - _._- __ __ _ _�__.. _ _. - <br />ems• <br />�� <br />m___.. <br />-__Mm- <br />r n c c c lul <br />rt n �! 11 <br />n U U U U 2 W W DI111 W W w' W <br />FRAMING PLAN <br />SCALE: 1/4" = 1'-0" <br />S <br />CJ1 <br />CJ3 9 <br />CJS r <br />lA <br />A7 1 <br />A2 <br />A3 <br />A4 <br />A5 <br />A6 1A <br />1 <br />ATT <br />A7T <br />A7 <br />A7 <br />A7 <br />A7 <br />A7 <br />A6 <br />A5 <br />A4 <br />A3 <br />A2 <br />AlG 1A <br />1 <br />CJ5 <br />0 <br />CJ3 I - <br />CA <br />,yy' <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 />a <br />BUBDIV Aa LOT <br />ABBOTT PARK <br />LOT #22 <br />BLK #8 <br />PROJECT# <br />04181.000-22081 <br />;.coat .. <br />1408 <br />"DAKOTA" <br />GARAGE 91117NG: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />BUBDIV Aa LOT <br />ABBOTT PARK <br />LOT #22 <br />BLK #8 <br />PROJECT# <br />04181.000-22081 <br />;.coat .. <br />1408 <br />"DAKOTA" <br />GARAGE 91117NG: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />