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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 WW (9)10d x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />S IMPSON H1 OA OR LGT2 W/ 1Od 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 />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. HOWEVERTHE <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 REVIEWAND <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 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 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 V-O-, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LES SHALL BE <br />FABRICATED W/ A 2.6 BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTIC 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 TOA STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />COLUMN SCHEDULE <br />MARK <br />SIZE A <br />BABE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WD-1 <br />4X6 (3)5"x5Y1") SYP. <br />HTT4 W/5/8" DIA x 5" <br />5/S3.1A <br />PT., WOOD POST <br />EXP. BOLT <br />r--------� <br />FIRE <br />L— — — — — — — — <br />3/4" SUB <br />FLOOR jjt2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. __ STOP <br />FLR. TRUSS <br />ELEV. VIEW it <br />PRE-ENG. FLR. JOISTS ��Il <br />3/4" PLYWOOD—"'`��_'Jllj•l <br />DRAFTSTOP ill <br />PRE-ENG. FLR. JOISTS I l <br />2X4 NAILER FOR <br />DRAFTSTOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />u <br />II II <br />0 n <br />n n <br />II II <br />n u <br />n n n u n <br />II 11 II II II <br />u 11 11 If <br />u n n n u <br />II II II II II <br />It it <br />II II <br />II He <br />II II <br />II II <br />II II II II II <br />II J31112 <br />u u n <br />II II II II II <br />4 <br />n n <br />n u <br />u n u x n <br />u n u n u <br />BAAI,DCAAUwAuwr <br />II II <br />II II II II II <br />112x4'WVODD'WALLWWI it <br />SIMPSON LOUMI68D8 Wr (4) IJ'' x 4• <br />HD ANCHORS AND <br />It n <br />II, <br />u x 11 <br />II II <br />u n <br />zxaTMiN LL- vWDOD <br />II II <br />u SYP. NO.2 STUDS u <br />II �1112 D.C. <br />II <br />µ)3,^x2)j-WSSBCREWSTOBM, <br />It <br />, <br />�16./ it 11 <br />SYP.N0.2I <br />x n STUDS®n <br />II II <br />u n u u u <br />I II <br />II II <br />II II II 12" O.c. II <br />II 11 N1D1 1111 11 <br />====-1 <br />---it—nr-- <br />=-- <br />Iu ni <br />PRE-FFLOOR <br />JOISTS 624.O.C_= <br />II <br />II <br />'ll <br />II <br />11 <br />11 <br />u R u It <br />II II II II <br />II II II II <br />2 II WOOD <br />I1 WALL W/ DBL. 1 11 <br />II STUD UNDER JOIST <br />I II <br />11 II <br />II <br />II <br />II <br />u <br />II <br />III <br />11 <br />II WALL W DDBL. II p IOVIDEII (TOPPING I) <br />11 STUD UNDER 11 ALONG THIS TRUSS AS TO 11 <br />II EACH JO111T II PERT <br />FBCR 302.12TO 000 S.F. 11 it it <br />II 11 11 II 11 11 11 ii <br />II II II 11 II II II II <br />Its II II II II II II II <br />u n u u u u u 11 <br />I��) II II I II II II II <br />11� 11 11 11 II 11 11 11 <br />ii ii II II 1i it it ii <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" = V-0" IJOIST <br />�L <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7746078 <br />FAX: 407-774-4078 <br />www.abdesigngmuP.wm <br />L AA A: 0003325 <br />s� <br />O <br />O <br />0. <br />BUDDIV. ae IAT: <br />ABBOTT PARK <br />LOT #6 <br />BLK #13 <br />PROJECT# <br />04 81.000-06131 <br />MODB : <br />4EHB <br />"2605-HAYDEN" <br />GARAGE OWDM: <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />%160 MPH EXP, C <br />