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BAR DOWELS- SEE KEYED YED NOTES SECTION 9/A 4" CONCRETE SLAB 0EXISTING; CONCRETE SLAB ON GRADE (FIELD VERIFY) ON GRADE WITH 6Xfo VERIFY THE EXISTENCE OF I.4XWI.4 W.W.F. OVER g A FILLED CELL IN EXISTING a " G CLEAN COMPACTED, TERMITE TREATED 5b CMU WALL SYSTEM - IF NON FILL 15 PRESENT, PROVIDE AS O2 EXISTING STEEL BAR JOIST - CONTRACTOR TO FIELD VERIFY - EXISTING TIE BEAM SHOWN IN DETAIL 8/A5b - - - - - - - - - - - 3 EXISTING MASONRY WALL SYSTEM (FIELD VERIFY) FIELD C EXISTING 8" VERIFY � '' �� - ��%, � � BOTTOM OF EXISTING CMU cp El- El- o I - - �� - - - - - �- - - �� EXISTING 8 CMU 4 EXISTING FOUNDATION SYSTEM (FIELD VERIFY) O TIE BEAM I I I I O EXISTING PAVING - = ❑ ❑ E.I,Fs. - DRYVIT FINISH WITH REVEALS OVER "tYVEK" STUCCO NEW 8" CMU WRAP OVER EXISTING WALL SYSTEM. SEE DETAIL 4/A5b DRILL AND EPDXY INTO " EXISTING TIE BEAM ONE (I) I O ` 1/2" EXTERIOR GRADE PLYWOOD SHEATHING WITH 8d NAILS AT 4" O J, __ "5 BAR IS" LONG I J _ _ - - - - _ - - _ - _ - I O.G. MAX. SHEATHING EDGES AND 12" O.C. MAX. FIELD. BLOCK SHEATHING JOINTS (45" O.G. MAX.) �1 ■ m ■ ■❑ I O2 x 6 WOOD STUDS FRAMING MEMBER (16" O.C. MAX.) NEW (1) "5 BAR CONTINUOUS IN � I I I I I FILL DELL WITH 2 x 8 WOOD STUDS AT 16" O.G. MAX. WITH SPI OP AND BOTT. O EXISTING CELL. REMOVE EXISTING ---- - - PORTIONS OF CMU AS 3/4„ DEEP REVEAL CONCRETE AND (1) I I 05 10 (2) 2 x 10 WOOD BLOCKING IN WALL FOR CANOPY WITH TOP O A34 MASONRY WALL REQUIRED TO INSTALL. FILL 211 (TYP.) BAR CONTINUOUS- TYP. AT NEW 8" CMU AND BOTT. EACH END CELL CONTINUOUS WITH CONCRETE. 2 EIFS OVER TYVEK BUILDING WRAP I I I I 0 PRE-ENGINEERED / PRE -FABRICATED CANOPY SYSTEM PROVIDED AND INSTALLED ARBY'S VENDOR 12 4" CONCRETE SLAB ON GRADE WITH 6x6 W1.4xW1.4 W.W.F. OVER NOTE: EIFS PRODUCT TO BE APPLIED IN DRILL AND DOWEL ONE(I) 05 BAR CLEAN, COMPACTED, TERMITE TREATED FILL STRICT ACCORDANCE WITH 8" INTO FOOTING AND 32"O.0 VERTICALLY INTO BUILDING WALL 13 SINGLE -PLY MEMBRANE ROOFING SYSTEM UP NEW PARAPET O DRILL AND EPDXY INTO MANUFACTURES REQUIREMENTS SYSTEM LAP 16 INTO WALL SYSTEM WALL -SEE GENERAL NOTE 03 -- j - EXISTING SLAB ONE (1) "5 ii BAR IS" LONG 14 EXISTING SINGLE -PLY MEMBRANE ROOFING SYSTEM. O DETAIL O PARTIAL �01N OUN0ATIPLAN J EXISTING SLAB 15 R-19 BA77 INSULATION. O'-O" SCALE: I I/2" = I'-0" SCALE: 3/161' " = -O" 16 EXISTING DIAGONAL STEEL ANGLE BRACE FINISH FLOOR 211 17 EXISTING CONCRETE/MASONRY TIE BEAM, CONTRACTOR TO FIELD VERIFY AND NOTIFY ARCHITECT OF ANY DISCREPANCIES SLOPE 18 E.I,F.S.- DRYVIT "CUSTOM BRICK" OVER "TYVEK" STUCCO WRAP EIFS BAND 9 OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. SEE EXTERIOR FINISH SCHEDULE. v STEEL ANGLE -SEE bol DETAIL 3/A5b 19 METAL SUPPORT COLUMN SYSTEM O NEW FILLED CELL IN EXISTING WALL 8 O SCALE: 1/2" = I'-O" 1 20 NEW DRIVE-THRU WINDOW SYSTEM - SEE WINDOW SCHEDULE 21 EXISTING CONCRETE CURB. FINISH FLOOR MATERIAL - SEE ID DRAWINGS EXIS22 GMU TING 8 7S 23 NEW LAY -IN ACOUSTICAL CEILING - SEE FINISH SCHEDULE. 1 III JOI o 4" O. I 24 EXISTING CEILING SYSTEM - SEE FINISH SCHEDULE. CNI VISQUEEN VAPOR BARRIER P.T. 2x6 BOTTOM PLATE WITH �"m HILTI KWIK BOLT 3 EXPANSION -41 ANCHORS AT EACH END AND 12" O.G. MAX., 4 " EMBED I 2� STAINLESS STEEL WINDOW SILL. 2" EIFS OVER "TYVEK", BUILDING WRAP 28 EXISTING P.T. 2x8 PLATE, CONTRACTOR TO FIELD VERIFY �;. r; 29 EXISTING STEEL BEAM ^ PN 30 EXISTING STOREFRONT WINDOW SYSTEM SEE EXTERIOR FINISH SCHEDULE NOTE: 1 EIFS PRODUCT TO BE APPLIED IN 31 (3) 05 REINF. BARS CONTI. STRICT ACCORDANCE WITH A MANUFACTURES REQUIREMENTS 32 EXISTING WALL FINISH - SEE FINISH SCHEDULE. 3-133 NEW WALL FINISH - SEE FINISH SCHEDULE. PARTIAL IAL FRAMING PLAN 34 BACKER ROD AND SEALAN0T 40 13 Asa '145 �■�� OPETAIL SCALE: I I/2" = I'-O" Z 0 SCALE; 3/16" = 1'-0" 35 EXISTING COOLER/FREEZER MODULE aX. .�- .~' (2) 05 REINF. BARS CONTINUOUS SINGLE PLY ROOFING MEMBRANE I/2" 0 EXPANSION ANCHOR AT 24" O.C. ' Pri I/2 EXT. GRADE INSULATION BOARD TAPPERED 38 TWO PIECE ALUM. FLASHING SET IN ADHESIVE 10.-0" F.F.E._ - 46 TOP OF PLYWOOD SHEATHING DRILL AND DOWEL AND EPDXY CU 05 X 1'-0" BAR 6" INTO EXISTING l ;: CH EN 15 MASONRY WALLl - _ - CONTINUOUS 2x WOOD BLOCKING EXISTING SLAB AT 24" O.0 a, '(� , ALUMINUM DRIP FLASHING v-0" FF.E. �--XL��_-M"-�-�_-"--��-" � - h �., x' � ' �� ALUMINUM DRIP FLASHING WITH HEMMED �, LEADING EDGE SET IN ADHESIVE FINISH OVER TYVEK BUILDING WRAP OVER EXISTING 41 NEW 2" EIFS FIN VE LD ` "' ' f nX r BOTTOM OF WALL SYSTEM E.IF.S. BAND - 38 42 NEW CONCRETE SLAB -SEE ARCHITECTURAL SITE PLAN 23 1 2 x 8 WOOD JOISTS 2x8 WOOD RIM JOIST AT 24" O.G. 43 A34 SIMPSON STRONG -TIE CONNECTS o 4'-0" O.0 VERTICALLY 5 - 1/24, EXPANSION ANCHOR AT 24" O.G. MAX. 44 040 MIL ALUM SILL SLOPE TO DRAIN - - r'rPn 2X4 P.T PLATE 45 TAPERED RIGID INSULATION 2"MIN. At LOWEST POINT , 2" EIFS FINISH OVER "TYVEK° 46 2X8 WOOD JOISTS g 24" O.C. 41 BUILDING WRAP NEW (2) 4" x 3 1/2" x 1/4" STEEL ANGLE WITH 3/8" tHRU BOLTS AT 16" O.G. 4� HOLD EIFS UP FROM EXISTING CURS /WALK I/2" -PROVIDE ---; (1) "5 BAR CONTINUOUS BACKER ROD AND SEALANT NEW 8" CMU WALL SYSTEM �b 48 PATCH AND REPAIR RETURN AS REQUIRED GENERAL NOTES 2 �� 35 I I 33 NOTE. SINGLE PLY ROOFING TO BE APPLIED IN STRICT ACCORDANCE 3 WITH MANUFACTURES REQUIREMENT I. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO 33 CONSTRUCTION AND NOTIFY ARCHITECT IMMEDIATELY OF ANY 0 0 0 0 o DISCREPANCIES FROM THE CONSTRUCTION DOCUMENTS b O DETAIL 2. PROPOSED PARAPET DESIGN HAS BEEN BASED ON ASSUMING SCALE. 1 1/2" = I'-0" L EXISTING ROOF STRUCTURE IS OF WOOD TRUSS CONSTRUCTION - _ _ _ 4 r 4 CONTRACTOR TO NOTIFY ARCHITECT WITH ANY DISCREPANCIES AFTER ' ALL DEMOLITION WORK IS COMPLETE AND EXISTING STRUCTURAL - - - - ELEMENTS ARE EXPOSED 3. EXISTING ROOF MATERIAL TO BE VERIFIED BY GENERAL `.; �; �� f z I; ALUMINUM COPING SELF_SEALING, SET IN ADHESIVE � � - - CONTRACTOR -EXISTING ROOFING AND PROPOSED ROOFING SHALL BE COMPATIBLE IN ORDER TO REPAIR AND EXTEND PER SCOPE OF t` SCREW EXISTING' MASONRY AT 16" SCREW At 16 _ T - "". I; O.G. (TYPJ TO BE REMOVED ' AS IRE - 41 _ SEALANT L -1 _ EXISTING BLOCK � WALL TO REMAIN p /�� KE 12 21 39 q 1" EIFS EXISTING BLOCK WALL -- -- L� I-L1"u� CONTINUOUS TWO SEALANT TO REMAIN PIECE ALUMINUM O'-O" Fr-P. - FLASHING SET IN I" EIFS r TOP SLAB , ADHESIVE BAND INTERIOR INTERIOR L - - EXISTING COOLER / ' FREEZER MODULE 6u 6u j ------------- ---- 25 EXISTING ------------ 36 all CMU NEW (2) 4" x 3 1/2" x i SEE FLOOR PLAN '' as �s< ;a.: 4 �. 1'-4" 1/4 STEEL ANGLE WITH 3/6" THRU BOLT ANCHOR At 16" " „t .P . ` ' 20. --- EXISITNG BLOCK WALL a�-- NOTE:TO BE REMOVED EIFS PRODUCT TO BE APPLIED IN n - STRICT ACCORDANCE WITH MANUFACTURES REQUIREMENTS O WALL SECTION DETAIL �b DETAIL O NEW MASONRY OPENINC36 SCALE: 3/4" = I' -Oil SCALE: 1 1/2" 1 - 0 " 1 - 1-0" " _ 1'-0" REVISIONS BY J r :J L = � 3 ti z W a � a LL'Ilk ?g17 s` O C O v O -v 'L ? O N ^ (/ I m O M v Ofc0 -C x L Q �` W c -C a 0 v fV L. O_ �L O C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: DC Job: 15-50 Sheet A5b II:AProlects\Projects 2015\15050 - Arby's Gall BlvdVO4-CDV01-CD.AV04-ArchitecturaM5ab-WSECdwg, 6/10/2015 12:08:37 PM, dcosta. _AutoCAD PDF (High Quality Print).pc3