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T <br />FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10dx 1 1/ "HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d X 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON Hl OA 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 WTH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />S. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, <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. UNTELS SHALL HAVE 4" NOMINAL BEARING (4'5. <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 REVIEWAND <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 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 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 PERPENDICULARTOASTEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />i <br />1� <br />CJ1 <br />CJ3 <br />CJ5 <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE <br />NAILED TO ADJACENT TRUSSES W1(2)16d COMMON <br />NAILS 8 SECURE TO SM. WI SIMPSON LTA2 USED TO <br />BRACE TOP OF WALL <br />U () U <br />II <br />EJ7 II <br />I <br />= N 11 <br />r II <br />I <br />11 iC <br />131 <br />II <br />1 II 11 II 11 11 11 p <br />I II II II II �I II <br />ATTACH 4'-0" LONG 2x SCAB TO <br />II TRUSS W/10d NAILS ®6"O.C. p <br />(4" FROM EA. END) <br />M tlp p p it <br />I 1 I <br />= <br />— — <br />I <br />I <br />A <br />==.= <br />e <br />1 <br />� <br />A14G <br />I I <br />=_=A8 <br />1 <br />I I <br />I I <br />Twismoaro <br />I <br />I I <br />I <br />I I <br />I <br />I I <br />I <br />0_ <br />I I <br />Q <br />i <br />.�. <br />I I <br />.® <br />I <br />.�. <br />I I <br />�...�22"x54'� <br />I ATTIC <br />it <br />8 <br />A11 <br />4 <br />A13 <br />--- <br />3.1 =_= <br />1A_ <br />3-1 I <br />s <br />I = <br />s a <br />e A15 <br />ClGE <br />81GE <br />Tom <br />FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />7 8 <br />3.1 3.1 <br />CJi <br />CJ3 c <br />F <br />CJ5 <br />to <br />3.1 <br />�W <br />WE <br />.1 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />W <br />aunDiv. ae LoT: <br />ABBOTT PARK <br />LOT #33 <br />BLK. #7 <br />PRon=Tr11 <br />04181.000-33071 <br />moDzi. <br />4EBB <br />"1828—CALI" <br />GARAGE 3VYLNG: <br />RIGHT <br />PAGE. - <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />DA M 9/21/21 <br />SCALE: 1/4"=1'-0" <br />mHEET <br />s3 <br />