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<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
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<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 /> FABRIC, GANO Y BY OTHERS
<br /> 12 ® FABRIC,
<br /> D5 CANOPY 3
<br /> 13 1 13 to I ELEVATOR D I I I
<br /> SHAFT
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<br /> PROVIDE FLOOR DIAPHRA M BLOCKING BETWEEN GRID LINES I AND II
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<br /> KEYED NOTES:
<br /> O
<br /> GENERAL NOTES:
<br /> LL
<br /> I. Ib" TJI-560 ® 16" O.G.
<br /> 2. FLOOR SHEATHING • VERIFY ALL SPANS PRIOR TO START OF CONSTRUCTION, Z TO BE 3/4" APA RATED T8G FLOOR SHEATHING W/ SIMPSON 3
<br /> W5NTL35 @ 6:6:10 GLUE I SCREW ALL SHEETS. SHEETS TO BE LAID 0 SEE SHEET SNI FOR STRUCTURAL NOTES. Q
<br /> PERPENDICULAR TO FRAMING. (STAGGER SHEETS) ly
<br /> 3. 2x8 DF#I ® Ib" O.G. -TYPICAL WHERE SHOWN AT CORRIDOR LOCATION. 0 SEE SHEET 52.1 FOR FLOOR TO FLOOR HOLD OOWN5 I SHEAR C,
<br /> WALLS, Z
<br /> 4, 6x10 DF#2 HEADER, _O
<br /> 5. 6x12 DFse2 HEADER/BEAM, 0 SEE DETAIL 4/S03 FOR TYPICAL TOP PLATE SPLICE, ~ D_
<br /> b. W24xb2. 0 SEE DETAIL 16/502 FOR TYPICAL FRAMING AT OPENINGS. (X
<br /> 1, w16 2
<br /> x26. z �
<br /> 8. H555x5x3/8" COLUMN BELOW. INDICATES BEAM NUMBER IN THE STRUCTURAL OO J
<br /> q. bxb OF #1 GOLUMN5. O CALCULATION5.
<br /> 10. 13/4 x 14" M.L. (STINGER) W/ HUTF HANGER.
<br /> 11, 5 1/4 x Ib" P5L (STRINGER SUPPORT) W/ bxb EA. END I ECCO,
<br /> REVISIONS BY
<br /> 12. 5.25 x 5.25 P5L
<br /> 13. 5 1/4xlb" P5L 2.2E.
<br /> 14, 2x4 6 Ib" O.G.
<br /> 15. LOW ROOF, SEE ARCH'L FOR SLOPE I FIN15H
<br /> WALL / LINE LEGEND:
<br /> Ib, 4x6 POST, (SEE PLAN FOR WIDTH)
<br /> Il, 5 I/4x14" P5L FLUSH BEAM,
<br /> -
<br /> 15. CONNECTED BEAM TO 150LATED P05T WWBEARING WALLS
<br /> / EPGZ GAP OR TO
<br /> ALL FRAMING W/ 2x6 IN �I L516" O,G.
<br /> (1) A35 CLIP EACH SIDE (2 TOTAL).
<br /> Iq, C M5T12 STRAP ON TOP OF FLOOR SHEATHING. ADD 2x6 FLAT BLOCKING. NON-BEARING WALL5 -
<br /> 20.CM5TC,16 STRAP ON TOP OF FLOOR SHEATHING. ADD 2x6 FLAT BLOCKING. 2x6 D.F, #1 0 Ib" O,C,
<br /> 21, H554x4x3/&",
<br /> DATE: 02-27-19
<br /> 22.Wbx31 CANTILEVERED BEAM -TAPER PER ARCH'L DRAWINGS. WALLS ABOVE [ — — — — — — — — — [
<br /> 23. W12x50. SCALE: AS SHOWN
<br /> 24,(2) CM5T12 STRAP ON TOP OF FLOOR SHEATHING. ADD 2x6 FLAT BLOCKING,
<br /> 25, 51/4 x 11 l/8" P5L 2.2E (CANTILEVERED BEAM), SHEAR WALLS
<br /> ENGINEERED BY: AM-JKE
<br /> 26, H555x5x3/8" COLUMN, VERIFY LOCATION W/ ELEVATOR MANUFACTURER.
<br /> 21, H555x5x1/4" BEAM, DRAWN: EM
<br /> 28.(2) Ib" TJI-560 GIRDER TRUSS.
<br /> JOB NO.: 18-7850
<br /> 2q, 1 3/4x1b" LVL 2.OE W/ ITS HANGER TO TJI GIRDER TRUSS,
<br /> 30.HSSbANTI " CEREP1BEAM, 2ND FLOOR FRAMING PLAN
<br /> 31. 4x6 CANTILEVERED BEAM W/ STUDS START 8 STOP CONNECTED W/ A35 TOP I
<br /> BOTTOM ® EACH STUD. SHEET NO.:
<br /> 32. RIPPED 2x8 JOISTS @ 24" O.G. W/ LU5 HANGER @ EACH END. SEE ARGH'L. SCALE:1 18❑1 CO"
<br /> DRAWINGS FOR ADDITIONAL INFORMATION,
<br /> 33.bxb OF #1 COLUMN ABOVE. S2
<br /> PRINTED: 3/4/2019
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