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HomeMy WebLinkAbout1141.97.183.2 :ONT. `Qc 1.54 -.33 SON7 2 !/ STEEL A'( 4 8 AS PER 51 �14 3.27 -- �va ! I - -- -- - 4401 1.54 4.50(5) 2 /2" METAL `)TUD INFILL ® ib' O.G. 2X2X!14° 'S 4 24" O.G. FROM -0P 0 ;.. rGO- IN6 TO TOP OF <NEE WALI-. 5ROUT 50L_ IN 12" GMU __54 3.25 .ON: RE "E 5 AB CbX8.2 ® EA. END @ 48" O.G. MAX. 1.51 452 (A) 5.22 452 (A) 4 5 /P)" 5/8" 1' -2 314" 4.18 314" REVEAL HAND 1.81 J o _ 151 1 l o �- k. t Q O 1 -- - - - _ . -- - -- -- - - - - -- - - - - - 4 I 8.3 �F_ � 125 4.52 (A) 450 (A) 4.18 - 7ho - 1.18 1.15 1.161 - 520 - 5.23- q.3b ^4 G' - - -- 154 156 `f. 4.50 (A) 4.50 (B) 4.50(A) 1.33 51 4.18 GONT 4A4x3/b" SHELF AN6LE. PROVIDE SLOTTED/50LTED GONNE(, O VERTICAL "C CHANNELS 7C AL-_OW ADJUST*'!EN' VERTICALLY -"ROVIDE 5HI 5 /SHIM SPACE AT GONNEG`!ON5 AS SHOWN. 5TAINLE55 5-EEL ANCHORS 5`' STONE 4.,- v;/314' i nAMrER AT TOP -0 - 54 I I" ! 5/8" ''-b 5/8" 2' -O �/4' X 3/8" ROLLED STEEL _ATE i CORNER BEAD 154 I I � < I i E I I < r I , 1 1 I Cj 8.2 040 -Yp i / I i; I �2 All a - 4.11 GON TYP 1.54 V4/B, q.21 7.57 4.50(A) SRIGK TIE TYP. SEE SPEG.S 4.52(A) 7.54 w/SAGKER ROD 318° SHIM SPACE 1-OPP. HAND / 452 (A) 1.3� 1.57 21/2„ 5.108 6.14 ATE _ 5.22 q21 754 STONE INSTALLER SHALL SUPPLY ALL NECESSARY ANCHORS, SHIMS, ETC­ TO A55URE A TRUE AND TIGHT NSTALLATION OF ALL STONE PIECES :"�F_TAI L A4O1 3" =1' -0' 5TAINLE55 STEEL ANGHORS B" STONE SUPPLIER ONE PIECE GONT. METAL FLASHING (MUST COVER ENTIRE WIDTH OF WALL) SEE SPECS PRE- EN6iNEERED CONT. METAL STUD HEADER CIAO 6.40 1.60 �OPP.HAND 1.33 450 (A) 151 4.18 1.60 450 (A, F-- i I 450 (A) 7.51 151 I bo 1.15 1.19 5.20 5.23 4 F i AIL 1.38 q.40 L 5HIM iT5 4.11 i 6 I 3X3X318' ; -� AN' _E AT EXH CHANNE_ 3.25 112" EXPANSION JOINT 1.51 5YNTHETIG PLASTER 5Y5TEM. MATERIAL. 5EE 5PEG5. 3.30 4' GRANULAR FILL. 8.2 5.x03 - - - - -- -- 3.38 4' GONGRETE SLAB. 8.3 r 3bO 5 aC2 - - STOREFRONT 5Y5TEM. GONTINUOUS. 5EE SPEG. SEGTION 08950. 185 PROVIDE 5YNTHETIG FIBER 8.20 ALUMINUM AND 6LA55 ENTRY DOOR. REINFORCING IN ALL FLAT 5EE SPEC. SECTION 08950. Al SEGTION 03300. q.2I 5/8" DRYWALL. t J G #5 DOWELS 0 12" D.. q.2b ` -- - - - _ . -- - -- -- - - - - -- - - - - - 4 I 8.3 �F_ � 125 4.52 (A) 450 (A) 4.18 - 7ho - 1.18 1.15 1.161 - 520 - 5.23- q.3b ^4 G' - - -- 154 156 `f. 4.50 (A) 4.50 (B) 4.50(A) 1.33 51 4.18 GONT 4A4x3/b" SHELF AN6LE. PROVIDE SLOTTED/50LTED GONNE(, O VERTICAL "C CHANNELS 7C AL-_OW ADJUST*'!EN' VERTICALLY -"ROVIDE 5HI 5 /SHIM SPACE AT GONNEG`!ON5 AS SHOWN. 5TAINLE55 5-EEL ANCHORS 5`' STONE 4.,- v;/314' i nAMrER AT TOP -0 - 54 I I" ! 5/8" ''-b 5/8" 2' -O �/4' X 3/8" ROLLED STEEL _ATE i CORNER BEAD 154 I I � < I i E I I < r I , 1 1 I Cj 8.2 040 -Yp i / I i; I �2 All a - 4.11 GON TYP 1.54 V4/B, q.21 7.57 4.50(A) SRIGK TIE TYP. SEE SPEG.S 4.52(A) 7.54 w/SAGKER ROD 318° SHIM SPACE 1-OPP. HAND / 452 (A) 1.3� 1.57 21/2„ 5.108 6.14 ATE _ 5.22 q21 754 STONE INSTALLER SHALL SUPPLY ALL NECESSARY ANCHORS, SHIMS, ETC­ TO A55URE A TRUE AND TIGHT NSTALLATION OF ALL STONE PIECES :"�F_TAI L A4O1 3" =1' -0' 5TAINLE55 STEEL ANGHORS B" STONE SUPPLIER ONE PIECE GONT. METAL FLASHING (MUST COVER ENTIRE WIDTH OF WALL) SEE SPECS PRE- EN6iNEERED CONT. METAL STUD HEADER CIAO 6.40 1.60 �OPP.HAND 1.33 450 (A) 151 4.18 1.60 450 (A, F-- i I 450 (A) 7.51 151 I bo 1.15 1.19 5.20 5.23 4 F i AIL 1.38 q.40 L 5HIM iT5 4.11 :�)E: AI L 6 I 452 (A) 3.25 112" EXPANSION JOINT 1.51 5YNTHETIG PLASTER 5Y5TEM. MATERIAL. 5EE 5PEG5. 3.30 4' GRANULAR FILL. 8.2 1/4" PLATE 6LA55. 3.38 4' GONGRETE SLAB. 8.3 INSULATED 6LA55 3bO FOOTING WITH 345 BARS 8.15 STOREFRONT 5Y5TEM. GONTINUOUS. 5EE SPEG. SEGTION 08950. 185 PROVIDE 5YNTHETIG FIBER 8.20 ALUMINUM AND 6LA55 ENTRY DOOR. REINFORCING IN ALL FLAT 5EE SPEC. SECTION 08950. CONCRETE SLABS. 5EE SPEC. SEGTION 03300. q.2I 5/8" DRYWALL. 3.88 G #5 DOWELS 0 12" D.. q.2b 5/8" EXTERIOR 6RADE 6 YP5UM BOARD. 3.05 GRADE BEAM WITH 4 - u5 GONT. AND #3 STIRRUPS AT 12" O.G. 0.30 METAL RE-LET 5EE 5PEG5. 4.11 STONE. 5EE 5PEC5. q3b 1 5/8' METAL 5TIJL ®Ib" O.G. 450 FACE BRICK. q.38 3 5/8" METAL 5TUD5 0 Ib" O.G. 5EE SPEC, SEGTiON 04000. CIAO b" METAL 5TUD5 0 Ib' OL. 451 BRICK ROW-OK GOURSE. 452 BRICK 5OLDiER COURSE. 4.15 BRICK TIES. 5EE 5PEG5. 4.18 CONTINUOUS FLA5HIN6 W/ WEEPS a 24" ON GENTER. 5EE SPEG SECTION 04000. 5.20 METAL ROOF DECK. 5EE 5PEG5. 5.22 STEEL BEAM. 5EE FRAMING PLANS. i2 (A) 5.23 STEEL J015T. 5EE FRAMING PLANS. 5.62 4 "X4 "X5/Ib" GONT. LEDGER ANGLE I (A) >2 (A) 5.108 STEEL TUBE. 5EE FRAMING PLANS. 5.902 3 "X3 'XI 14' ANGLE a 24" O.G. 5.003 3/4' RD. ALL THREAD ® 24" O.G. 6.49 112' EXT. GRADE PLYWOOD. 6.14 I'x8" HOOD TRIM. 1.11 PERIMETER INSULATION 2 'x2' -O' MINIMUM, BOTH VERTICAL AND HORIZONTAL. 1.15 MEMBRANE ROOFING 5Y5TEM. 5EE SPEG. SEGTION 01532. 1.18 PREMOLDED RUBBER (,ANT. 1.141 ROOF INSULATION. 5EE SPED. SECTION 01532. .25 METAL GOPIN6. BY ROOFING GONTRAGTOR. 5EE SPEG. SEGTION O1b00. 7133 15# FELT PAPER. 5EE 5PEG5. 71.38 6" BAIT IN5ULATION. X54 SEALANT JOINT AT EXTERIOR, GAULKIN6 JOINT AT INTERIOR. 7156 112' EXTERIOR INSULATED SHEATHING. 5EE SPEC. 5EC T ION 01200. ,51 5/8' EXTERIOR INSULATED SHEATHING-. 5EE SPEG. SECTION 01200. - bO MEMBRANE FLASHING. SIMMONS & ASSOCIATES, INC. ARCHITECTS, PLANNERS 107 South Pennsylvania Street Sute 500 Indiampobs, Inclana 46204 -5135 (317) 656-3500 Fax (317) 656 -3501 MARSH SUPERMARKETS imsupo* Mau WA (317) 594 -2M W W W O a) VJ Q Z Z LIA � O J $ W Q K cr r CERTFIED BY- ti X135 4J� f WALL SECTIONS