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 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H1OA OR LGT2 W/ 1 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 />6. 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 WTH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177" ° x 2 718" LONG, WITH WASHER C 16" 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'-O", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LEIS 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 ATRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />C <br />I <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE <br />NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON <br />✓� <br />c3 <br />u> NAILS 6 SECURE TO BM. W/ SIMPSON LTA2 USED TO <br />c� BRACE TOP OF WALL. <br />ER <br />N N <br />II II III <br />�" <br />_ <br />G <br />r <br />CJ3 <br />I i II d N N II II N 11 N p WII I <br />fl 8 111 u B <br />I WII N WH p <br />=I <br />CJ3 <br />N N N N ATTACH 4'4' LONG 2x SCAB TO III <br />1C I II <br />CJ5 <br />TRUSS W/ 10d NAILS 0 6" O.C. itI <br />(4" FROM EA. END) <br />n 1 n 11 =I <br />CJ5 1A <br />— <br />toAgG <br />I <br />t <br />I II <br />O <br />p' <br />==A;= <br />I IIII.. ti� �Q <br />m= <br />0: � <br />0 1 <br />II II <br />N! J <br />- <br />. <br />OI <br />ITRU83EBQ .C. <br />-=-ssz�s=-_-s_--IS 1=- -------_- <br />II <br />- <br />—Qp <br />I <br />- <br />Q <br />A1A <br />3., <br />ATT <br />A3 ...>Q:�.II ACCEISS.:� <br />A4 <br />AS <br />AB <br />'A-'IG f V4=77t7 <br />to <br />CJ5 <br />ssm= N N N 11 11 II ,11 <br />op <br />�� <br />ip <br />. ._. <br />, <br />I- <br />CJ3 <br />= I'NII <br />,�1A 71771A <br />m <br />77171 <br />N N N N II Za <br />.1 <br />INuy�II <br />1A <br />II N II EJ7 N N II(� <br />CJ1 <br />" �i <br />FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA A: 0003325 <br />G <br />W <br />O <br />6 <br />RUDDIV. so LOT: <br />ABBOTT PARK <br />LOT #12 <br />BLK #14 <br />PHASE 4C <br />PROJECT <br />04181.041-12141 <br />MODEL: <br />4EAB <br />"1672-ARIA" <br />GARAGE 911WWO: <br />1 LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />12 <br />0' <br />DA�l 02/07/22 <br />SCALE: 1/4"=1'-0" <br />e� <br />s3 <br />