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T.O. WALL (2) #4 CONT, • ® TOP d BOTTOM • . LL 8" CMU WALL W/ #5 ® 24" O.G. VERT, SOLID GROUT ALL CELLS TYP, #4 HORIZ. H554x4x3 I 4 H x4x I VH554X 4x I 24" O.G. 6 O da GONG, CURB RED ING ARGHITEGT5 PER ARCH'L. 1217 J STREET,MOpESTO,GA 85354 X Iro 2Og322.Bg00 8 #4 CONT, FLATWORK AS OCCURS H x x I6 I SEAL, E S NOT USED w QROF SION to 11 MOZgP _ H554x4x3 I L PE H554x4x316 T i E'' FIE'' i�— —�� —�� No, S 3959 � 8 Exp. 3/31/19 4" LONG. SLAB W/ H x x I6 6 9 UCTU��'��Q p &x6-WI,4x41,4 W,W,F, �� CAL1F0� O0 #4 ® 48" O.G., THUS Zm (2) #5 TOP d BOTTOM H x4x I ROOF PANEL PER ARCH'L. H554x4x3 16 Z m v #5 DOWELS ® 16" O.G. • LAP 24" MIN, ROOF FRAMING PLAN- SCALE:1'-6- CENTERED 1 14"[]1 A" M 0 z� QI� FQR IE VIA am o m m m m 0 m cm UNDER CMU WALL 1 5 0 0 " F" S T R E E T ❑850 D❑1111FIN S ❑❑d ROOF FRAMING NOTES: M O E L(2 0 9CA 4 ) 574 4 3 0 ill SCALE I I SCALED FAX. (209) 5 7 2-4 4 3 6 S Il 1"1 11' 0" SD6 1"1 11' 0" A. VERIFY EXISTING FIELD CONDITIONS PRIOR TO WWW.M O Z A F F A R I.N E T CONSTRUCTION, B. SEE SNI SHEET FOR ADDITIONAL NOTES. G. ATTACH ROOF DECK WITH #12 SELF-DRILLING 5GREW5 AT EACH FLUTE AND 12" O.G. D. SEE ARCH'L. DRAWINGS FOR ROOF OVERHANG. r u #5 ® 24" O.G. MIN, (2) #5 VERTICAL -CENTERED IN WALL BARS WITHIN END GELL5 IG'-O" (U.O,N) (U.O.N, ON PLAN) by HILTON II H 4x4x I NOT USED TYP. OF , 8" G,M,U, WALL TYP, pb SOLID GROUT ALL GELL5, SEE DETAIL 10/516 #4 HORIZONTAL a 24" O.G. (Il W/ 5TANDARDHOOK, TYP. I r - - - - — — — — — — — — — — — — — — — — I D6 I I I I I I I I d ❑850 D❑1MIT S HE❑❑d w I 14 SCALE 10 SCALEJ ' w SIl 1"111'0" 'pll 1" 1'10" (J1 GATE/PO5T ASSEMBLY, SEE ARCH'L. DETAIL 14/ADI Q H55 PER PLAN Z O u_ (2) 5/8"4V A.B. W/ J SET-XP EPDXY, 8" EMBED T.O. WALL FOUNDATION PLAN SCALE:1 14"111 A" 8" CMU WALL FOUNDATION NOTES: Z • PER DETAIL 10151MA. NEW CONCRETE SLAB TO BE A MINIMUM OF 4" THICK W/ 0 W #3 ® 12" O.G. (CENTERED IN SLAB) O/ 4" OF GLEAN, NOT USED WASHED 3/4" MAX. DIAMETER GRAVEL O/ 12" OF COMPACTED NATIVE SOIL, TYP, U.O.N. Imm44 B. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS, W G. PROVIDE CRACK CONTROL JOINTS ® ±10'-O" MIN, EA, 1/2" WAY AND ALL INSIDE CORNERS, CONSULT ARCHITECT 3C FOR LAYOUT, O D. SEE SHEET SNI FOR STANDARD STRUCTURAL NOTES. I 5"xl0"x5/8" PLATE " I W/ (2) 5/8"m A.B. i La F❑ ° ❑ ❑ ❑ �Q L_ ❑ - r I/8 ° N 5/8" THICK PLATE W/ (2) 5/8"m A.B. Q II SI IIIId E850 DL 3 15 SCALE 11 SCALEI SIl 1"I 11' 0" SD6 1"1 11' 0" Z Q v C- Ir-OVERHANG T_Z 17- PER ARCH'L. Q Q v J ROOF DECK PER PLAN—\ REVISIONS BY ROOFPECK ..............................................................................................................................................................................................................................................................................---.............................................................._...........................__...........................---............ PER PLAN IF -1 II L_ _J H5%x4 PER PLAN 8.0. STEEL TYP, ----------------------------------------------------------------- -- NOT USED NOT USED I/8 HSS 6x4 PER PLAN DATE: 02-27-19 TYP, SCALE: AS SHOWN I/8 H554x4 PER PLAN ENGINEERED BY: AM-JKE HS54x4 DRAWN: EM PER PLAN JOB NO.: 18-7850 SHEET NO.: Ls, SD6 S d ❑850 D❑�L S�❑❑d 0850 D❑��S�❑❑d 085tSCALE�S�� 6 SCALE❑ 12 SCALEI I 8 SCALEI 4 D6 1"1 11' 0" SD6 1"I 11' 0" SD6 1 1'IO" SD10" PRINTED: 3/4/2019