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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" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 At 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 (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 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 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 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 />1 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 />COLUMN SCHEDULE <br />MARK <br />SIZE & <br />BABE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WD 1 <br />4X6 (3 Jq'x5Yi") SYP. <br />HTT4 W/5/8" DIA x 5' <br />5/53.tA <br />PT., WOOD POST <br />EXP. BOLT <br />1--------I <br />FIRE <br />==.LOP <br />FLOORB� <br />HTR 2X4 NAILER <br />1/I'�� FOR DRAFT <br />PRE-ENG. _ STOP <br />FLR. TRUSS <br />ELEV. VIEW 1 <br />PRE-ENG. FLR. JOISTS �I 1 <br />3/4" PLYWOOD7I <br />DRAFT STOP �I <br />PRE-ENG. FLR. JOISTS I <br />1�1 <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />i ii <br />N <br />n <br />ii ii <br />N N <br />x n <br />ti ii <br />II N <br />n u <br />ii ii ii <br />II II II <br />n u n <br />ii ii 11 �� n <br />Ii II II II it <br />n n n n n <br />n 11 <br />N II <br />rr <br />11 II <br />II II <br />11 11 <br />II II <br />N <br />u <br />IL <br />N II <br />n n <br />fI II <br />II N <br />u x <br />8 H J3 <br />N N ii <br />n u n <br />II II II H,__ <br />N II N N N <br />n n x n u <br />®N J2 <br />II <br />N II <br />x <br />�N <br />u <br />II II <br />11 II <br />J9 <br />u n <br />fi II <br />11 11 <br />II <br />n n <br />4 <br />n a <br />u n <br />u u <br />u n u <br />n n n u n <br />" " <br />e <br />II <br />II <br />BM1 TO CMU WALL W/ <br />1 <br />II N <br />N II <br />II II N <br />II 2x4 WOOD WALL W/ II <br />II 11 <br />I1 <br />I1 <br />SIMPSON LGIJM46-MS W/ (4) %' x 4' <br />TREK HD ANCHORS AND <br />" 11 <br />_ <br />11 ° <br />( <br />II 11 <br />11 2x4 WOOD <br />WALL W/ <br />I <br />11 SYP. N0.2 STUDS 11 <br />0 12" O.C. <br />I <br />11 <br />II <br />II II <br />II II <br />(4)%' x 2 )S SIDS SCREWS TO BM7 <br />l <br />N <br />II U II <br />u <br />u u <br />u u <br />J <br />a-, u <br />It If <br />n STUDS 0 11 <br />II 11 W� 11 11 Ii <br />11 <br />12" O.C. <br />II II <br />BMt <br />2X8 WOOD <br />4 <br />III <br />STUD <br />II <br />J4II <br />JOIST <br />CJ1E <br />� <br />PRE-FABRIcATED FLOOR <br />JOISTS 024Z -D.C. <br />T <br />7ll;! <br />u It It x u� <br />nn II ( , DBL STUD -✓II/1[vu <br />IIDR IISTOPPING <br />2X4 WOOD WALL W/ DBL. <br />STUD UNDER <br />IID II <br />11 ALONG THIS TRUSS AS TO II <br />H JOII'T <br />IIE <br />II LIMIT AREA TO S.F. II <br />11 <br />II 11 11 11 <br />PER FBCR 302.12�0 <br />It ,. .. .. .. 11 <br />II II II II II II II it II it <br />II II III' II II II II II II II <br />u 0 u a n u n u u II <br />II II It- it 11 11 11 11 It I <br />II II II II II II II <br />II I11 I II II II II II II II II <br />4J..L.LJLLi4..14 <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" = V-0" IJOIST <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32780 <br />PH: 407.774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.eom <br />AA N: 0003328 <br />� <br />s <br />BUDDIV. Ae WTI <br />ABBOTT PARK <br />LOT #32 <br />BLK #11 <br />PROJECT <br />04181.00 -32112 <br />MODEL- <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 9VfWG: <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />60 MPH I%XP. <br />DIUNT <br />A 04/19/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S 3 <br />