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FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1W HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 i/1" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 112' HDG NAILS, FILLALLHOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH 9B 108 3 MANUFACTURER'S SPECIFICATIONS. 1 1 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND Mi CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS I�7 IqI I N n APPROVAL.I SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND I�h�ll1 II II II II II II II II II (I II II II (I II Iu) II II II II� 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES ///(((III \II II II H II rl rl II rl rr rl rl II rl rl rr Ir II II rr SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATEDj II II II II II II II II II II II II II II II II II II II FASTENER, ZF 72 PBS36, A77" ° x 2 7/8" LONG, WITH WASHER @ 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END rr Ir rr rr rr II rl II II U II II II II Ir rl rl rl rr rl II ° UNLESS OTHERWISE SHOWN DIFFERENT II II II II II II II II II II II II II II II II II II II II 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON NALYSIS.1J��1` 1VIt 11 it It If 11 11 RATIONAL 2. AELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS II NOTED OTHERWISE. II II II II II II (I(` 11 �fl II II II II II II II II 111111 I) ° r 11 11 IIFJZ I I rr rl rl rr I J331I 11 II 11 11�II II UFJ1r1 II 11 4 I i == 3.1 11 N u n u u u u n u n r u n r u R u i8 ui ii a u II II II II II II II II II II1 i- I1 II II II till' i if--Nj, TRUSS MAM FAIRER /ENGINEER NOTES: 1 u n u u 1 1 11 If u n n I r 11) 11 .1 1. 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,SWLBSSHALLBE II II II II II II II II II () !� II II II II II II II I 4 FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS r n II n n u u n U u H H II It n n n u u u u° WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT II II II II II II II II II II /)II II II II II II II II II III SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. TRUSS COMPANY/ ENGINEER IS LE FOR TRUSS it If 11 11 11 It 11 It 11 11 S. 4. AVOID PLACINGTRUSS OA TRUSS PERPENDICULAR TBOA STEEL LCO UL IrAJTO I II II II II II II II II II II p/ II II II II II II II II II II ° MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. If II II If Ir If rl If II II If II II 2X4 WOOD BEARING USP LGUM46 W/ (4) W x4" WALL W/ SYP NO.2 WEDGE BOLTS TO CMU AND (4) III II II I II II II II II II II II STUDS 1OP OF WOOD II II WS3 WOOD SCREWS TO BEAM I u II a WO I u n I I u n n n u u WALL EL. &-T II If ° 11 LVL _ _ 5 4 DBL _ HJ7 HJ10 I 1 STUDS I�° 4 -I --- ----- —� -J7- m WD PROVIDE DRAFTSTOPPING _ ALONG THIS TRUSS AS TO _ LIMITAREA TO 1000S.F. 1 1 PER FBCR 502,12 - — - — - — - — - — - — - — - r-------- STUDS x FIRE I -- ------------------_ SE (CURE H026 TO GIRDER ° I_-------J = CMU W/4X3/16"TAPPER.o SUB FLOOR 2X4 NAILER 1A PRE FABRICATED I -JOIST 9B 10B 3 FOR DRAFT 3.1 _ GT ° @ 24- O.C. MAX PRE-ENG. CJ3A — _—_—_—_— —_ FLR. TRUSS = STD 4 I a�Q I' EJ4 _ _—_—_—_— —_ a II II --- -- --- L-IA E�V. IVIEWV E1V 9B 108 3 PRE�NG. FLR. JOISTS I - —> > --" - USP HTA16 W/ (2)17 n= _ WOOD PANELS 3/4"PLYWOOD �� FJ4 DRAFTSTOP ' ________________ ___ PRE-ENG. FLR. JOISTS -}-\ ' I' V} 4 I I I 3.1 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFTSTOP FLOOR FRAMING PLAN PLAN SCALE: 1/4" = V-0" I.IOIST DRAFT STOP DETAILS COLUMN SCHEDULE MARK SIZE ♦A �� '°'� OR REMARK REMARK OEBCRIPTION REINFORCRJIIENT of 4z4 (31/2"z31/2') USP HTT4 WI 5/8" DL4. z S SYP. PT, WOOD POST EXP. BOLT 1441 N. RONALD REAOAN BLVD. LONOWOOD, FL 32780 PH: 407.774�8078 FAX: 407.7744078 www.abdostgngroup.com N: 0003328 f *4 4 avaaiv ae rors ABBOTT PARK LOT #30 BLK. #8 11�OJ>mCTtr 04 000-3 8 acoaaU 3EEB "2280—ELSTON" owWwoa aV►nM: RIGHT lwce: FLOOR FRAMING PLAN ELEVATION 'H' %J60 MPH EXP. C