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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) 1Od x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1Dd 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 />5. 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 HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PB538, .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 2x8 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 />2X4 BLOCKING BETWEEN TRUSSES 24' O.C. TOE <br />NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON <br />NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO <br />' 3 BRACE TOP OF WALL. <br />CJ1 <br />CJ3 <br />I o as <br />H <br />EJ7 N <br />� <br />� <br />Yqq NH N yY N N N tl X M <br />AlACA'-O'Al2xSLABTO <br />tl Y <br />I I N TRUSS W/ 1Od NAILS ® 6' O.C. X H H n s� <br />(4" FROM EA. END) <br />GT <br />a----a®aea --- a yA a.®=—\Q . ----a—ea --- <br />as.®as�eQs ............ { T® ROOF <br />TRUSSES @ 2C O.C. MAX <br />Q <br />....s—s—seems----e s—.----aasp s—ems <br />WFU T— <br />aa�.so.a®essm�se�.:ma as�e�sa�ss�s�s:.:ems <br />........e .®.®e a ....ems. v...e.®... to <br />I I <br />A2 <br />s .ssesss.s®e�s�e�. s .:yes:� 22k�ss�e®. <br />ATTIC I ' <br />.o� a �CCE�� A3 <br />��Q <br />a�aea�asses..s®es�. s A4 <br />1A <br />1 A7 <br />V4 a <br />77 <br />— — GT A8G <br />s::=e:a. <br />a <br />A <br />1A <br />X H N II II H Y <br />.'.Es—aa.aa — <br />pgN pp11 <br />11 <br />8 A El A A N N <br />r�r_c <br />8 7 � <br />FRAMING PLAN <br />SCALE: 1/4' = 1'-W <br />CJ1 <br />CJ3 4 <br />CJ5 <br />IA <br />.1 <br />�5 <br />1A <br />.1 <br />CJ5 <br />CJ3 F <br />d N. RONALD REAGAN BI <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.ebdestgngroup.com <br />AA B: 0003325 <br />Gt <br />N <br />9UBZ)m !Y LOT: <br />SILVERADO <br />LOT #31 <br />BILK #18 <br />PROJECT <br />04128.00—31181 <br />MODEL1 <br />4EAB <br />"1672— ARIA" <br />GARAGE 8MNC: <br />RIGHT <br />PACE: <br />FRAMING <br />PLAN <br />150 H E . B <br />apturr w08/09/20 <br />ECALE: 1/4"=1'-0" <br />E*MZT <br />S3 <br />