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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) 10d x 1 1/2' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ lDd 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 HILT( X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PSS36, .i7T ° 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 Y-O', FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,800 LBS SHALL BE <br />FABRICATED W/ AYx6 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 ATRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. <br />2X4 BLOCKING BETWEEN TRUSSES 24O.C. <br />TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d <br />COMMON NAILS & SECURE TO SM. W/ <br />SIMPSON LTA2 USED TO BRACE TOP OF WALL. <br />CJ1 ■ CJ1 <br />(,J3 . n ■ n 16 ■ N ■ ■ n n N n N N ■ ■ L',L'i <br />cis�� M n n 11 tl N N p n n N ■ ■ a® CJ6 <br />7A to <br />.1 .1 <br />----..a........ ....a <br />.ss..:...:. ........ <br />a ........ ......... ......... <br />a ...........PRCrFA8R1OATED •®s :..� ...... a <br />TRUSSES @ 2C O.Q MAX <br />...... a........: a. a...........a <br />................ ............... <br />...... a.......... .................0 <br />................ <br />.............. ..... T._ ��....... <br />.............. .....—I.ATTICS <br />i <br />iA- . ..... ...... :. a .. a.ays ......... 1 1 <br />......... a . ..............: <br />1A <br />— — 1A <br />to GT 1A <br />cl <br />EJ2 C2GE.a..a.a .-. s. <br />8 7 <br />ll�Q1 3.1 8 7 <br />.1 .1 <br />FRAMING PLAN <br />SCALE: 1/4" = l'-W <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL3275D <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />L AA 44 0003325 <br />a <br />64 <br />�QI <br />N <br />om <br />SVHDM Ag LOT: <br />SILVERADO <br />LOT ##32 <br />BLK ##18 <br />PROJECT* <br />04128.002-32181 <br />MODELA <br />4EBB <br />"1828-CALI" <br />OARAOE BWn40: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />DAM ., 06/09/20 <br />DCA=: 1/4"=1'-0" <br />B*Er. P <br />s3 <br />