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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 112" 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 HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .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 V-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 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 8' FROM THE CENTER OF THE COLUMN. <br />1 <br />CJ1 <br />§ CJ3 <br />r CJ5 <br />CJt <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE —\ <br />NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON <br />F-715 NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. aQ <br />II <br />IpI <br />ER x <br />�eA(I w I <br />W, <br />I� n u x x <br />MATTACH <br />n (n� nn n u wqn) Wx 1C " 1' <br />SCAB <br />p 3.1 s <br />u n x n <br />4'-0' LL1JNG 2x TO <br />TRUSS W/ 101 NAILS 0 W O.C. xl u n <br />(4- FROM EA. END) <br />AQG <br />GT <br />naaasaa:la®d�a�6 <br />•®ea�mm•®.ersv. <br />.ale—y---- :•mos4 sy.!:=�= <br />lasoa <br />a.>�II a.�=�•�_�. <br />s�e�aaa�=aaaa=}�ass:a <br />y/A �`a <br />�a� �ssssass:�s <br />I PREFARRIIIATED FJWW <br />JTmmwowaapm�:•e.�:�: <br />sama�a�emaz:a �Ie�:�a�x�aa:evl�a6m <br />I�a>n>sa�ls <br />�e�a�a�•e�ee=m:eel• <br />W e(�=�e�aa�as�s.{�a�s <br />Al <br />:7�i"� v •'a <br />® � • •i .� . �i't • _ �' <br />sus 22"x54' :�:•�� :�•:�I •s:�•�.��•ee�• <br />ACCIESS <br />14 <br />s:ss�h� <br />�s� :sssas:ss.l.�s�: <br />As�s•�s�=ss:�• <br />_•s•.®ssssa�=vec a� to <br />A8G <br />GT —� V4 <br />a <br />1 <br />• s � s <br />II a MNu u <br />Hpx Iryn� W <br />m <br />>n <br />1A <br />� <br />sip <br />7 <br />I! xp 11 <br />ER <br />A <br />`f <br />fa'r <br />4 .tom=+1-1= <br />x x q— N— <br />0. I - -- /f x <br />U <br />0 <br />.1 1 <br />FRAMING PLAN <br />SCALE: 1/4' = V-0' <br />:J3 <br />1441 N. RONALD REAGAN Bt <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngmup.com <br />AA #: 0003325 <br />oI <br />lit <br />m <br />SVHDIV. & LAT: <br />ABBOTT PARK <br />LOT #15 <br />BLK #15 <br />PROJECT# <br />04181.000-15151 <br />MODEL: <br />4EAB <br />"1672— ARIA" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />DATE: 08/31/20 <br />OCALM 1/4"=1'-0" <br />eHEET <br />s3 <br />