Laserfiche WebLink
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 ❑ 8 ❑ 10 11 12 1❑ 14 15 16 * 9TH RVC'rt* <br /> OF C80' <br /> lF <br /> I I I I I I I I I I I I I I I I <br /> M 0Z �- F FL- Q u <br /> IE R1,9 (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 /> I I I I I I I I I I I I <br /> FAX. (209) 5 7 2-4 4 3 6 <br /> WWW.MOZAFFARI.NET <br /> I I I I ELEVATOR I I I I I <br /> SHAFT <br /> H OPENING H <br /> 10 1 <br /> �12 <br /> — <br /> F + L TYP. — T — fi —I — D — — — — — — F <br /> D TYP. I <br /> ilT ' I D <br /> E — — — — <br /> I 6 I Iq O <br /> II I I 1 IIIA q 1 it I I I I <br /> I III I 14 2 2 <br /> I -7 I I _ _ III p <br /> 2 � I I <br /> 5 4 Iq I <br /> D I L IN I I I I P. I I I I T VIII 1 � 8 D I I I P I CA LlI I I <br /> UTZI 3 3 I I <br /> I p Ik q /X <br /> II I <br /> I III ^ � <br /> ILLfl u I VIII w <br /> � 4 I I I I <br /> 4 4 3 4 2 16 4 3 O <br /> p p D <br /> C — — — 2x8 0 16" O.G. <br /> 6 4 u 3 II I i q 2x8 a 16" O.C. <br /> D I q I I I I I� I D IIII I SII I �I I I I D 6 <br /> q 1 I T I Y III II 1 DL <br /> q IIII I III rf II q t•-�I F-�I <br /> D III I IIII II11 L I JJ <br /> I � <br /> I IIII II � � <br /> Il Il <br /> 1 I II VIII III I I I I I <br /> 0 A7I IIII -7 II <br /> Io 2 II IIII II 1 1 Q <br /> 15 q I II IIII II q q z <br /> 505 11 I I IIII II 1 q D ci <br /> O <br /> I III II ILL <br /> D 2x8 a <br /> 10 5 16" O.C. I LLLLD <br /> q — — — — D D 12 D — — — — — — — — — — — — — — q <br /> I <br /> 503 D 15 5 <br /> I I I I I I TYP. I I I I I I I I T:E� A <br /> ARAPET I D I <br /> I 5RCH'L. <br /> Do <br /> TYP. O <br /> Q <br /> o � <br /> 1 2 ❑ 4 5 6 8 10 11 12 1❑ 14 15 16 0 � <br /> �o <br /> O <br /> 3 <br /> C, <br /> KEYED NOTES; O <br /> GENERAL NOTES, H <br /> 1. 16" TJI-560 a Ib" O.G. <br /> • VERIFY ALL SPANS PRIOR TO START OF CONSTRUCTION, <br /> 2. FLOOR SHEATHING TO BE 3/4" APA RATED TaG FLOOR SHEATHING W/ <br /> 51MP50N W5NTL35 @ 6:6;10 GLUE a SCREW ALL SHEETS. SHEETS TO BE LAID 0 SEE SHEET 5NI FOR STRUCTURAL NOTES. z <br /> PERPENDICULAR TO FRAMING. (STAGGER SHEETS) (3 Q <br /> 3. 2x8 0F#1 0 16" O.G. -TYPICAL WHERE SHOWN AT CORRIDOR LOCATION. 0SEE SHEET 53.1 FOR FLOOR TO FLOOR HOLD DOWN5 a SHEAR v J <br /> WALLS. <br /> 4, 6x10 DF#2 HEADER. <br /> 5, 6x12 DF#2 HEADER/BEAM, SEE DETAIL 4/5D3 FOR TYPICAL TOP PLATE SPLICE. <br /> 6. CM5TC16 STRAP ON TOP OF FLOOR SHEATHING. ADD 2x6 FLAT BLOCKING. REVISIONS BY <br /> • SEE DETAIL 16/502 FOR TYPICAL FRAMING AT OPENINGS, <br /> 1. 5 1/4 X 11 I/8" P51L 2.2E (CANTILEVERED BEAM). <br /> 8, H555x5x3/8" COLUMN, VERIFY LOCATION W/ ELEVATOR MANUFACTURER, INDICATES BEAM NUMBER IN THE STRUCTURAL <br /> q, 6x6 D,F, #1 COLUMN, CALCULATIONS. <br /> WALL / LINE LEGEND; <br /> 10, 13/4 x 14" M.L. (STINGER) W/ HUTF HANGER, (SEE PLAN FOR WIDTH) <br /> 11, 5 1/4 x 16" P5L (STRINGER SUPPORT) W/ 6x6 EA. END a ECCO. <br /> - <br /> 12. 5.25 x 5.25 PSL BEARING WALLS <br /> 2x6 D.F, #1 0 16" O.G. <br /> 13. PLACE OPENING BETWEEN STUDS <br /> 14, BUILT-UP FLOOR SEE 5/504 NON-BEARING WALLS - <br /> 15. LOW ROOF, SEE ARCH'L FOR SLOPE a FIN15H 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 /> WALLS ABOVE [ - - - - - - - - - ] <br /> 18. CONNECTED BEAM TO ISOLATED P05T W/ EPGZ GAP OR TO WALL FRAMING SCALE: AS SHOWN <br /> W/ (1) A35 CLIP EACH 51DE (2 TOTAL). <br /> Iq. H555x5x1/4" BEAM. SHEAR WALLS I ENGINEERED BY: AM-JKE <br /> 20, CANOPY ROOF BELOW. <br /> 21. (2) 16" TJI-560 GIRDER TRUSS. DRAWN: EM <br /> 22, 1 3/4x16" LVL 2.OE W/ ITS HANGER TO TJI GIRDER TRUSS. <br /> 23. (2) 1 1/4x16" 1.3E TIMBER5TRAND L5L HEADER. 51MILAR TO DETAIL 1/502 FOR JOB NO.: 18-7850 <br /> HEADER a J015T ATTACHMENT, <br /> 3RD FLOOR FRAMING PLAN_ SHEET NO.- <br /> SCALE:1 <br /> O.:SCALE:1 18❑1 CO" <br /> S3 <br /> PRINTED: 3/4/2019 <br />