Laserfiche WebLink
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 1 112" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON I WI (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/'I Od x 1 1/2' HOG 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 />B. 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 PSS36, .177" " x 2 7/8" LONG, WITH WASHER C 1S" 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 LES SHALL BE <br />FABRICATED W/ A 2z6 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 />lAk <br />11► <br />� <br />� <br />11140 <br />C� <br />m ��/'/// <br />4 � /. <br />11 <br />pl <br />I <br />1I <br />O <br />////�//, <br />11 <br />0Al <br />11 <br />�Al <br />�//�� <br />II <br />/� <br />'1 <br />• , , <br />.4 <br />1 <br />� , <br />AHl <br />i <br />PA��� <br />AHT <br />11 <br />��� <br />.1 <br />AHT <br />1. <br />���� <br />�AHT <br />11 <br />11 <br />AH <br />,1. <br />11 <br />11 <br />�I <br />11 <br />p <br />11 <br />O <br />I <br />Al <br />11 <br />III <br />11 <br />1 <br />p <br />p <br />1 <br />111 <br />11 <br />III <br />11 <br />.1 <br />1: <br />•NV,F Al <br />:1 <br />r O////%////.a <br />Al V <br />- <br />'' <br />ee-ml alo e!e <br />vela <br />P=Nmqwlw, <br />ij'�IllMe. III <br />eel. <br />KNEEWALL <br />12'-8" <br />FRAMING PLAN <br />SCALE: 1 /4" - V-0" <br />CJ w <br />ARON ITICTS1 <br />6 <br />Groin <br />t41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-774-4078 <br />www.andeelgngroup.mm <br />AA#:0003325 , <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 81343W2628 <br />FAX: 813-886-2802 <br />atmErv. & LOT <br />SILVERADO <br />LOT #7 <br />BLK #10 <br />PROJECT <br />03719.00 -07102 <br />MODICsr <br />2368—B <br />cswRwaLEFTw:xo: <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH EAB <br />