Laserfiche WebLink
FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9) 10d x 1 12" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10)10d x 1 12"HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d x 1 12" 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 9B 108 3 <br />MANUFACTURER'S SPECIFICATIONS. 1 d 1 <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METALCONNECTORS <br />ARE TO MATCH CONNECTOR FINISH. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND 1 <br />CLEAR SPAN OPENINGS. 1 <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). <br />8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE _ /r % <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />I4 III II u u u u i1 n it n1 n u n u u u u n u u u I" <br />PP OVSUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND IyhJl II II II II I) II (I (I II II II II II II II II II II II II" <br />9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES �1 )))`I1I 11 11 11 It If 11 If 11 11 11 II iI II II II II n II II e <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED II J II II 11 11 11 II II II II II II II II 11 II II II 11 II I <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 I II II II II 11 11 II IIJHII II II II II 11 11 11 III If II II 11UNLESS OTHERWISE SHOWN DIFFERENT. <br />If <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ONRATIONAL S. III II II II II II II`�III II II II II II II II II II II <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />11 11 IIF II 11 11 It 11 11 I Jan 11 II If <br />11111I---11111I---�{j11F 111 11 1I IL— 11 IIJ211 —11 1 <br />4 I <br />3.1 1 1 u u n n n n u n u 1 u n 1 n u u 1a un1 a u1 <br />p� �/��� C,1/�1 �p �}�p II II II II II II II If II III--11 II II II i������if--Nj <br />TRUSS MMUFAC I YRER / SONEER NO t Go: 1 11 n 11 11 11 11 11 11 11 11 I 1 1 11 11 11 11 11 11 11 11 n p <br />II II II II II II II II II II II II II II II II III 4 <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,W0 LEIS SHALL BE 3 1 <br />FABRICATED W/ A 2x8 BTM. CHORE (MIN.) I n u n n u ❑ n n u n \ n n n 11 n n u u a n l <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS 1 <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT 11 II 11 II I I I I I I I I I I II p /) II II II 11 11 11 II 11 11 11 <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. <br />3. TRUSS COMPANY/ <br />CONNECTIONS <br />TRUSS COENGINEER I3 RESPONSIBLE FOR ALL TRUSS TO III II II II 11 11 II II II II h)11 II 11 II II II (I II II 11, <br />4. AVD PLACING A TRUSS PERPENDICULAR TO ASTEEL COLU. / <br />MAINTAOIIN AT MN <br />LEAST 8" FROM THE CENTER OF THE COLUMN. 1 11 11 11 11 11 I I 11 11 1I 11 I I If 11 2X4 WOOD BEARING 11 11 <br />USP LGUM46 W/ (4)3/8" x4" WALL W/ SYP N0.2 <br />WEDGE BOLTS TO CMU AND (4) II II IIb-D111 II II II II 11 11 11 STUTDS 1 WOOD II II <br />WS3 WOOD SCREWS TO BEAM u u u 1u u u u n u u n n WALL EL. B'A". n u <br />LVL <br />_ 5 4 DBL _ _ HJ7 <br />HJ10 1' 1 STUDS 1 - — _ <br />4 <br />-I -- — — - «J7= <br />WD PROVIDE DRAFTSTOPPING <br />HA <br />ALONG THIS TRUSS AS TO _- <br />gg LIMIT AREA TO 1000 S.F. <br />PER FBCR 502.12 <br />r-------r STUDS x <br />FIRE <br />I Da"S' I - — - — - <br />ECURE HD26 TOTE GIRDER <br />L_-------J 1 = WI(4)10dX 112"NAILS <br />, TO z <br />314"SUB _ CM_U W/(41 3/16"TAPPER r_______ <br />FLOOR y(4 NAILER <br />IA PRE FABRICATED IJOIST 98 tOB 3 <br />FOR DRAFT 9.1 CJ3A GT x 24" O.C. MAX <br />PRE-ENG. __ STOP <br />FUR. TRUSS § 1 �Q 11 EJ4 <br />CAA 11 <br />11 11 <br />ENV 'EEw <br />�,I <br />PRE-ENG. FLR. JOISTS i ) <br />USP HTA18 WI(2)12" a== <br />J WOOD PANELS <br />3/4"PLYWOOD FJ4 <br />DRAFTSTOP 'll=F14 <br />---------------- --- <br />PRE-ENG. FLR. JOISTS <br />2X4 NAILER FOR <br />DRAFT STOP I�YJ <br />3l4"PLYWOOD FLOOR FRAMING PLAN <br />DRAFTSTOP <br />P_L�VIEW SCALE: 1/4" = V-0" [JOIST <br />DRAFT STOP <br />DETAILS <br />COLUMN SCHEDULE <br />�� <br />al2f a <br />9Ase PLATE OR <br />REMARK <br />DEisCRIPTION <br />REINFORCEMENT <br />4z4 (3 1/2"x3 12") <br />USP HTT4 W/ 6/8" DIA. x 5" <br />m <br />SYP. PT, WOOD POST <br />EXP. BOLT <br />1441 N. RONALD RL:AGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7748078 <br />FAX: 407.774i078 <br />wwwsbdasigrlgroup.com <br />AA N: 0003325 <br />!;, <br />11 � <br />L- <br />2 <br />7 <br />O <br />6 <br />vsa:v. aei/on <br />BBOTT PARK <br />LOT #34 <br />BLK. #8 <br />04 81. -34 3 <br />>►coaars <br />3EEB <br />"2260—ELSTON" <br />ow>tewas sue: <br />RIGHT <br />PACE: <br />FLOOR <br />FRAMING <br />ELEVATION 'H' <br />160 MPH EXP. C <br />A <br />Dw � 11/28/19 <br />sz� <br />s3 <br />