Laserfiche WebLink
LL <br /> RED ING ARGHITEGTS <br /> 1217 J STREET,MOpE5TO,GA 85354 <br /> 20g.522bg00 <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*o��~� <br /> OF C80' <br /> lF <br /> I I I I I I I I I I I I I I I I <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 /> I I I I ELEVATOR I <br /> SHAFT <br /> H OPENINGTYP, G <br /> 5 5 H <br /> D <br /> 4r u <br /> — i0r:-cf <br /> 8 5 <br /> 8 O 1 2 D <br /> I I I I <br /> 5 -0FE 13 <br /> DI <br /> 2 66 0081 5 0 E I 2 15 5 13 8D <br /> 8 6 0 o I q 0 # I 2 <br /> p D 14 00 <br /> , w II q T11 <br /> TYP p I <br /> I q O =:a -c-D <br /> 1 _ L "i - 1[ <br /> � } 15 II <br /> (D- D <br /> T T <br /> _Yy <br /> -0 <br /> 411 r7l <br /> D I - - I - - - o/I I I I <br /> X 2 3 5 3 b o 1 s 8 (D <br /> 2 3 <br /> T P, r T <br /> o <br /> 6 ,q <br /> Typ- <br /> o ~ f T P. 12 O <br /> R J <br /> l I <br /> g I <br /> I 2 1.3 I —C13) 13 <br /> D <br /> 8 b 66 00# 8 # 8 8 q # I I <br /> 15 D I 2 D D � � 1� 8 Q <br /> 505 (Da)� ,;l Hr) r- 1�� <br /> HE I Ill p <br /> 3 1 8 O <br /> IO I 1 1 <br /> O# - <br /> 5 LL- <br /> 51.0 E I g <br /> D <br /> b I 5 5 5 5 Y <br /> D D D TYP. TYP. D <br /> 5 <br /> I I I I I I I I I I I I I I I D I <br /> 14 0 <br /> D O � <br /> 0 <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 /> z <br /> O <br /> KEYED NOTES; ROOF FRAMING NOTE5: <br /> I. PREMANUFAGTURED TRUSSES 0 24" O.G. A. VERIFY ALL SPANS PRIOR TO FABRICATION. f1/ <br /> 2. ROOF SHEATHING TO BE 1/2" (OR 15/32) APA RATED ROOF SHEATHING W/ B. TRU55 LAYOUT SHOWN 15 5CHEMATIG ONLY. TRU55 MANUFACTURER <br /> 8d a 6:6:12 (U.O.N). TO PROVIDE EXACT LAYOUT AND CALCULATIONS FOR SUBMITTAL. O Q <br /> 3. 2x12 [;>F#1 @ Ib" O.G. -TYPICAL WHERE SHOWN AT CORRIDOR LOCATION, TRU55 CALCULATIONS TO INCLUDE ALL TRU55 TO TRU55 HANGER. v J <br /> INFORMATION (PRE55URE BLOCKING 15 NOT PERMITTED). <br /> 4. bx1O DF#2 HEADER. <br /> 5. 6x12 DF#2 HEADER/BEAM. G. 5EE ARCH'L 4 MECH'L PLANS FOR LOCATION AND WEIGHT OF ALL <br /> ROOF MOUNTED AG UNITS, REVISIONS BY <br /> b. DOUBLE UP JOISTS UNDER MECHANICAL UNITS, D. 5EE SHEET SNI FOR 5TRUGTURAL STANDARD NOTE5. <br /> 1, W8x15 ELEVATOR H015T BEAM. <br /> 8. CM5TC16 STRAP ON TOP OF ROOF SHEATHING. ADD 2x6 FLAT BLOCKING. <br /> G. NOT U5ED. <br /> WALL / LINE LEGEND: <br /> 10. 5 1/4x11 1/8" 2.2E P51L (GANTILEVERED BEAM). <br /> (SEE PLAN FOR WIDTH) <br /> 11, H555x5x3/&" COLUMN. VERIFY LOCATION W/ ELEVATOR MANUFACTURER, <br /> - <br /> 12, CRICKET DRAIN PER ARCH . BEARING WALL5 <br /> 2xb D.F. #1 ® Ib" O.G. <br /> 13. DRAG TRU55. SEE PLAN FOR LOADING. ALIGN WITH OTHER MEMBERS A5 <br /> SHOWN, PROVIDE PLYWOOD EDGE NAILING ALONG TOP CHORD, <br /> NON-BEARING WALLS - <br /> 14. 2x8 ® 24" O.G. 2xb D.F. #1 ® Ib" O.G. <br /> 15. bxb DF #1 GOLUMN5. <br /> DATE: 02-27-19 <br /> Ib, MECHANICAL EQUIPMENT SCREEN, SEE ARCH'L. DRAWINGS FOR DETAILS. WALL5 BELOW [ — — — — — — — — — <br /> 11. GIRDER TRU55 BY TRUSS MANUFACTURER. SCALE: AS SHOWN <br /> 5HEAR WALL5 <br /> ENGINEERED BY: AM-JKE <br /> DRAWN: EM <br /> JOB NO.: 18-7850 <br /> ROOF FRAMING PLAN- SHEET NO.- <br /> SCALE:1 <br /> O.:SCALE:1 18❑1 CO" <br /> S5 <br /> PRINTED: 3/4/2019 <br />