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FRAMING NOTES <br />1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9) 10d x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 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 />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 />S. 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 P6S36, .177" ° x 2 7/8" LONG, WITH WASHER C 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 PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />'S✓� c3 c� c3 t3 c3 c� ,�,� <br />1C,11A <br />A5G <br />7 u i L I EJ71 II I N j p u CJ1 <br />3 = n n na u n n u n n n CJ3 <br />5 it p = CJ5 <br />1A <br />1 .1 <br />ka A4 =a aw�a� w®�a� <br />v <br />O <br />ZOR <br />00� <br />r-(7 1� 11 <br />p�ti <br />u_ m0 a.®:e�ae a:kaa® wm:�a <br />N a <br />Z O N s = aC✓s aa� a <br />O v � <br />o =mow <br />.,A. _ I zcT3�r <br />OO ATTIC 1 <br />z 18 ABG C iB <br />m U. 1 L 1 <br />O�O <br />w O q L u s �� CJ5 <br />z� 0 <br />00 w m` CJ3 <br />to CJ1 <br />to B22 <br />' a a asa s�ww�.1a <br /><B,vw.p_. <br />1A B4G FIELD FRAME <br />.1 �g y�A <br />CJ5 = u It u It CJ5 <br />NON N ,A <br />r pIt <br />u Itunl -1�u1I� a CJ3 <br />OJI n x CJ1 <br />`t'� � c3 c3 c3 c3 i� y✓� <br />ROOF 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 />AA B: 0003326 J <br />F <br />IC <br />� <br />Kw <br />y <br />WIN <br />0. <br />a <br />iLi <br />I <br />SVHDIv. all LOT" <br />ABBOTT PARK <br />LOT# 16 <br />BLK. 11 <br />PROJECT* <br />04181.000-16111 <br />MODEU <br />3EEB <br />"2260—ELSTON" <br />GARAGE BMri1VG: <br />LEFT <br />PAGE: <br />ROOF <br />FRAMING <br />PLAN <br />60 MPH E <br />1 <br />D"Nzww 05/25/21 <br />SCALE: 1/4"= V-0" <br />=BEET <br />s6 <br />