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mkTAII Lemnelms <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 W/ 10d 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 />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 />6. 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 2A 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 />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 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 />4 CJ3 <br />CJS <br />�- <br />1 <br />F_ <br />1A <br />.1 <br />CJ5 <br />CJ3 <br />CJ1 <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE <br />NAILED TO ADJACENT TRUSSES WI (2)16d COMMON <br />m ' NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO <br />U BRACE TOP OF WALL. N <br />N <br />I <br />EJ7nB <br />w' <br />- <br />ATTACH <br />uONTRUSS <br />4'-0" <br />N p 11 <br />W/ 10d N11 <br />al <br />(4" F <br />GT <br />AIL—_...... <br />........_..... <br />......=:_�_ <br />....... <br />_ <br />1� <br />_.•.•.•........ <br />FNiEFABRICATEDFa00F <br />------_ <br />TRU88ES m 240.C. MAX <br />Q <br />: ...._w.. <br />. . . . . . . <br />. . <br />. . . . . <br />0 <br />A2 <br />ATTI <br />A3 <br />I ACCESS .. <br />_ . <br />' <br />�`Q y�4 <br />A4 <br />-------- <br />= ---------- <br />A6 <br />= ...... <br />..... <br />_ <br />m1A <br />A7 <br />.1 <br />N V4 <br />A8G <br />GT — — <br />,ears <br />- <br />N N it II <br />11 p <br />U <br />O <br />pOp <br />J� <br />� <br />m <br />Ipq' Ip®1 'pry( <br />M II <br />Ipp' <br />4 p <br />1' <br />It N� It It <br />11 NN <br />qtl <br />It <br />it U N EJ7 <br />CIGE <br />FRAMING PLAN <br />SCALE: 1/4" = l'-0" <br />7 8 <br />.1 1 <br />CJ1 <br />CJ3 <br />HE-. <br />144i N. RONALD REAGAN BLVD <br />LONGWOOD, FL32760 <br />PH:407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 J <br />m <br />"44ii <br />x <br />J <br />6 <br />Moo <br />a <br />� <br />ausinv. ae LoT <br />SILVERADO <br />LOT #40 <br />BLK #18 <br />PROJECT <br />04128.00 -40181 <br />MODE1. <br />4EAB <br />"1672-ARIA" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />3 <br />Dw� 07/30/20 <br />SCALE: 1/4"=1'-0" <br />8HEET <br />s3 <br />