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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 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x i 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 />6. 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 />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 HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .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 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 20 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 />t> <br />CJt <br />4 CJ3 <br />CJ6 <br />/ 1H \- <br />1 <br />CJ1 <br />2X4 BLOCKING BETWEEN TRUSSES 24' O.C. TOE <br />NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMONNAILS & SECURE TO BM. W/ SIMPSON57S BRACE <br />NEJ711 NATTACH <br />• nN N N <br />4'-0' LONG 2x SCAB TO <br />TRUSS W/ 1 Od NAILS 0 6"O.C.(4' FROM EA. END)GT <br />s --- <br />---->s:arl---- s>�ssssI-Lu <br />AIA <br />� ml»al��s,iIA <br />— ass—s <br />toA7 1V <br />A8G <br />GT — —a <br />An <br />EJ7 <br />1'k <br />��t• • >�� k <br />n <br />r�r_c <br />LLu 7 8 <br />C 1cc <br />FRAMING PLAN <br />SCALE: 1/4" = l'-0" <br />,J3 <br />WMA <br />1441 N. RONALD REAGAN St <br />LONGWOOD, FL32780 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.00m <br />L AA1F.0003328 <br />J <br />O <br />b <br />munDry as x1ol <br />ABBOTT PARK <br />LOT #8 <br />BLK #8 <br />PROJECT* <br />04181.000-08081 <br />MODELS <br />4EAB <br />"1672- ARIA" <br />OARAOE 9M MO: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />160 MPH EV, C <br />F-PIATE'�E" UNT 06/10/20 <br />SCAIX.* 1/4"=1'-0" <br />s*ErET <br />s3 <br />