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LL <br /> RED ING ARGHITEGTS <br /> 1217 J STREET,MOpE5TO,GA 85354 <br /> 20g522bg00 <br /> SEAL: <br /> QROFESSIO <br /> MOZ4��I <br /> W No, S 3959 <br /> Exp. 3/31/19 <br /> 1 2 ❑ 4 5 6 -1 8 ❑ 10 11 12 1❑ 14 15 16 <br /> OF C810' <br /> I I I I I I I I I I I I I I I I <br /> M O❑ Z Q F IF 4QRH <br /> IE P1,9 (M I a1E: IE: a o a 02 <br /> 1 5 0 0 " F" S T R E E T <br /> M O D E S T O C A 9 5 3 5 4 <br /> TEL. (209) 5 7 2-4 4 3 0 <br /> FAX. (209) 5 7 2-4 4 3 6 <br /> WWW.MOZAFFARI.NET <br /> T R <br /> I I I I I I I ELEVATOR I I I I <br /> SHAFT <br /> H OPENING H <br /> 5 <br /> G 502 p <br /> TYP. G <br /> ru <br /> D D 17 I <br /> �IT <br /> TYP, <br /> EJ .- <br /> 0, <br /> E <br /> 6 IIII O I 8 III <br /> IIII II ` III I <br /> I I I I IIIII q 0 IIII I I <br /> Q.10IIII I(--, lel'� 11111 14 1 2 <br /> III p <br /> zooI II <br /> -000 <br /> 2 <br /> D 5 4 8 Iq 1 <br /> I I I P. I I I D IIII P Ll <br /> I I <br /> I0'- L '' III <br /> 2 q III <br /> Yr <br /> 0 <br /> n n '4 <br /> � 4 I I I I q I I I I I 4 � O <br /> 4 4 4 2 I6 4 3 O <br /> D D D <br /> C 2x8 16" O.G. C ~� <br /> 0 4 u u u I I u II I u I q 2x8 16" O.G. <br /> T-4 <br /> D I q I I I �I� I �III X11 I I I I I D 6 <br /> Cl 1 T7I I III I I I :!q 1 D �-I <br /> --rI I <br /> D n IIII I I I I hr--I <br /> III II 11 1� <br /> I <br /> 1� I 1 I III I IIII I III I I I <br /> II III II <br /> 15 1O 2 II III II 1 1 Q <br /> q II III 11 q q z <br /> 505 11 II III II q p <br /> I � 1 II III II 1 ". 1 ILL <br /> O <br /> B D — 2x8HE <br /> QD <br /> 5 16" ac, I 5 <br /> q — — — — D 12 I TYP. — — — — LLLLLLLU 5 — q <br /> SD3 p 5 5 <br /> I I I I I I TYP. I I I I I I TYP, I I I D I <br /> 0 <br /> O <br /> 0 <br /> C� <br /> O n^ <br /> o <br /> O <br /> 1 2 ❑ 4 5 6 ❑ 8 ❑ 10 11 12 1 ❑ 14 15 16 0 � <br /> �o <br /> O <br /> LL <br /> 3 <br /> C, <br /> KEYED NOTES: O <br /> GENERAL NOTES: <br /> 1, 16" TJI-560 @ 16" O.C. <br /> • VERIFY ALL SPANS PRIOR TO START OF CONSTRUCTION, <br /> 2. FLOOR SHEATHING TO BE 3/4" APA RATED T46 FLOOR SHEATHING VV H <br /> 51MP50N W5NTL35 ® 6.6:10 GLUE I SCREW ALL SHEETS. SHEETS TO BE LAID 0 SEE SHEET 5N1 FOR STRUCTURAL NOTES. Z <br /> PERPENDICULAR TO FRAMING. (STAGGER SHEETS) O Q <br /> 3. 2x8 DF#I @ 16" O.G. -TYPICAL WHERE SHOWN AT CORRIDOR LOCATION, SEE SHEET 54,1 FOR FLOOR TO FLOOR HOLD DOWN5 4 SHEAR 0 J <br /> WALLS. <br /> 4, 6x10 DF#2 HEADER. <br /> 5. 6x12 DF#2 HEADER/BEAM. 0SEE DETAIL 4/5D3 FOR TYPICAL TOP PLATE SPLICE. <br /> 6. CM5TC16 STRAP ON TOP OF FLOOR SHEATHING. ADD 2x6 FLAT BLOCKING, SEE DETAIL 16/502 FOR TYPICAL FRAMING AT OPENINGS. REVISIONS BY <br /> '7, 5 1/4X11 '7/8" PSL 2.2E (CANTILEVERED BEAM), <br /> 8, H555x5x3/8" COLUMN, VERIFY LOCATION W/ ELEVATOR MANUFACTURER, INDICATES BEAM NUMBER IN THE STRUCTURAL <br /> Ll, 6x6 D,F, #1 COLUMN. CALCULATIONS. <br /> WALL / LINE LEGEND: <br /> 10, 1 3/4 x 14" M.L. (STINGER) W/ HUTF HANGER. (SEE PLAN FOR WIDTH) <br /> 11, 5 1/4 x 16" P51- (STRINGER SUPPORT) W/ 6x6 EA. END 4 EGCO. <br /> BEARING WALL5 - <br /> I x L <br /> 2x6 D.F. #1 ® 16" O.G. <br /> 13. PLACE OPENING BETWEEN STUDS <br /> 14, BUILT-UP FLOOR SEE 5/504 NON-BEARING WALL5 - <br /> 15, LOW ROOF, SEE ARCH'L FOR SLOPE 4 FINISH 2x6 D.F. #1 0 16" O.G. <br /> 16. 4x6 POST, DATE: 02-27-19 <br /> 17. 5 I/4x16" 2.2E PSL BEAM. <br /> WALL5 ABOVE [ - - - - - - - - - ] <br /> 18. CONNECTED BEAM TO ISOLATED P05T W/ EPGZ GAP OR TO WALL FRAMING W/ SCALE: AS SHOWN <br /> (1) A35 CLIP EACH SIDE (2 TOTAL). <br /> Iq. H555x5x1/4" BEAM, SHEAR WALLS I ENGINEERED BY: AM-JKE <br /> 20. (2) 16" TJI-560 GIRDER TRUSS. <br /> 21. 1 3/4x16" LVL 2.OE W/ ITS HANGER TO TJI GIRDER TRUSS. DRAWN: EM <br /> 22. (2) 1 1/4x16" 1.3E TIMBER5TRAND 1-51- HEADER. 51MILAR TO DETAIL 1/502 FOR <br /> HEADER 8 J015T ATTACHMENT, JOB NO.: 18-7850 <br /> -E 4TH FLOOR FRAMING PLAN_ 5HEET NO.- <br /> SCALE:1 18❑1 CO" <br /> S4 <br /> PRINTED: 3/4/2019 <br />