NOTE:
<br />EXI5TIN6 GMU WALL 15 TO BE SHORED PRIOR TO GMU REMOVAL TO INSTALL NEW BEAM/COLUMN 5YSTEM.
<br />6.G. 15 TO BE RESPONSIBLE FOR PROVIDING AND GOORDINATING ALL WALL 5HORING REQUIRED.
<br />M, ON NEW H554x4 COLUMN UP T16HT TO
<br />EXI5TIN6 GMU WALL. INSTALL 50 ANGLES
<br />1 AND COLUMN ARE IN PLACE.
<br />CONT. 5x3 ANGLE ON BEAM
<br />BOLTED THRU WALL
<br />B.O. NEW WALL OPENING =
<br />> T.O. NEW BEAM @ +10'-0"
<br />NFW MArnwy nPPNINr, - t,Fr- PI AN
<br />NEW H554x4x1/4" COLUMN W1/2" x 6" x 6" GAP PLATE
<br />AND 1/2" x 6" x 10" BASE PLATE W13/16" dia. HOLES
<br />FOR (4) 112" dia. HILTI KWIK-BOLT III EXPANSION
<br />ANGHORS. EMBED 4 5/4" INTO TOP OF EXISTING
<br />FOOTIN6. PROVIDE OVERSIZED, HARDENED WA5HER5.
<br />T.O. EXIST. FT6.
<br />6.G. TO F.V.
<br />EXISTING CONCRETE FOOTING, G.G. TO F.V.
<br />WALL FRAMING ELEVATION
<br />GENTERLINE BEAM = -
<br />GENTERLINE EXISTING
<br />GMU WALL
<br />EXISTING 8" GMU WALL TO
<br />BE REMOVED UP TO LEVEL
<br />5HOWN HERE.
<br />W8x21 STEEL BEAM w/(2) -
<br />GONT. 5 x 3 x 1/4" STEEL
<br />ANGLES, L.L.V. PROVIDE
<br />13/16" dia. HOLES, SPACED
<br />AT 2-6" O.G., FOR BOLTS
<br />AS REOV.
<br />nw
<br />F--------------------------
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<br />-------------------------------------------------------t-r--1�
<br />Il
<br />II
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<br />F---I
<br />1 L_
<br />L--J 1
<br />3/4" dia A301 THREADED THRU��---'
<br />`---I�------ - - - - - - - - - - -
<br />- - - - - - - - - - - - - - - - - - - - - - - -
<br />- - - - - - - - - - - -
<br />RODS, SPACED @ 1'49" O.G.
<br />PROVIDE NUT � WASHER ON BOTH
<br />ENDS. DRILL 13/I6" dia. MAX.
<br />HOLE THRU EXI5TIN6 GMU WALL.
<br />II
<br />II
<br />T16HTEN NUTS SNUG TIGHT. DO
<br />NOT OVER TOURQUE.
<br />�
<br />II
<br />II
<br />=
<br />8.0. NEW WALL OPENINGOL
<br />I
<br />T.O. NEW BEAM @ +10'-0"
<br />- - - -
<br />- - - - - - - - - - - - - - - - - - - - -
<br />TYP. ANGLE
<br />1 II
<br />1 II
<br />`�--+�-----------------
<br />II 1
<br />II 1
<br />3/16 3912 TO BEAM
<br />II
<br />------------------- ----------------+-�--�'
<br />II
<br />II
<br />EXI5TIN6 DRIVE -THROUGH CANOPY,
<br />II
<br />GOLUMNS, GURB5 i LANES TO BE
<br />I
<br />REMOVED; REFER TO EXTERIOR
<br />ELEVATIONS 4 SITE PLAN FOR
<br />II
<br />II
<br />MORE INFORMATION
<br />II
<br />II
<br />WALL SUPPORT SECTION A -A ,---;-;------------------------------------------------------
<br />Existing CMU Wall Removal & Resu
<br />DEMOLITION 5PEGIFIGRTION5
<br />DEMOLITION DEFINITIONS AND REQUIREMENTS
<br />I. REMOVE, DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM OFF -SITE, UNLESS INDICATED TO BE REMOVED AND SALVAGED OR
<br />REMOVED AND REINSTALLED.
<br />2. VERIFY NOTIFICATION RE6U ATION5 BEFORE EGINNIN L B 6 SELECTIVE DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES
<br />HAVING JURI5DIGTION.
<br />GENERAL DEMOLITION NOTE5
<br />I. 6.G. TO VISIT SITE AND VERIFY THAT THERE ARE NO DISGREPANGIE5 BETWEEN EXISTIN6 CONDITIONS AND DRAWINGS PRIOR TO START OF DEMOLITION.
<br />NOTIFY ARCHITECT AND TENANT OF DISCREPANCIES IMMEDIATELY FOR COORDINATION.
<br />2. DEMOLITION 15 NOT NECESSARILY LIMITED TO WHAT 15 51 ON DRAWIN65. THE INTENT 15 TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO
<br />COMPLETE THE WORK IN AGGORDANGE WITH THE GONTRAGT DRAWIN65.
<br />3. OBTAIN DEMOLITION PERMITS PRIOR TO START OF DEMOLITION.
<br />4. FURNI5H ALL LABOR AND MATERIAL5/EQUIPMENT AS REQUIRED TO GOMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS A5 INDICATED.
<br />5. IF ANY QUESTIONS AR15E A5 TO THE REMOVAL OF A MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARGHITEGT AND TENANT BEFORE PROGEEDIN6.
<br />6. MEANS OF E6RE55 MUST REMAIN AGGE5518LE AT ALL TIMES DURING DEMOLITION.
<br />7. REMOVE EXI5TIN6 FINISHES IN AREAS OF MODIFICATION, UNLE55 NOTED OTHERWISE. PATGH AND REPAIR EXI5TIN6 WALL5 IN PREPARATION FOR NEW WALL
<br />FINISHES.
<br />8. PATCH AND REPAIR EXISTING SLAB WHERE REQUIRED WITH POLYMER MODIFIED GROUT MANUFACTURED BY MASTER BUILDERS EMAGO OR EQUAL FOR NEW
<br />FLOOR FINISHES.
<br />9. CONTRACTOR SHALL BE RE5PON51BLE FOR PATCHING AND/OR REPAIRIN6 ANY DAMAGE CAUSED BY HIM OR HI5 5UBGONTRAGTOR5 TO EXI5TIN6
<br />GON5TRUGTION IN 5PAGE5 EXI5TIN6 TO REMAIN. REFINISH TO MATGH EXISTING ADJACENT FINISH OR A5 NOTED HEREIN.
<br />DEMOLITION EXECUTION NOTES
<br />I. DEMOL15H AND REMOVE EXI5TIN6 GON5TRUGTION ONLY TO THE EXTENT REQUIRED BY NEW GON5TRUGTION AND A5 INDICATED. USE ONLY METHODS REQUIRED
<br />TO COMPLETE THE WORK AS INDIGATED ON PLAN AND AS NOTED. ALL METHODS MUST BE WITHIN LIMITATION OF GOVERNING REGULATIONS; G.G. TO
<br />COORDINATE.
<br />2. G.G. TO VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF DEMOLITION. COORDINATE WITH UTILITY GOMPANIES AS REQUIRED.
<br />3. G.G. TO VERIFY LOCATIONS OF ALL EXISTING 5TRUGTURAL COMPONENTS; REPORT ANY FINDINGS BACK TO ARGHITEGT
<br />4. IN PARTITIONS TO BE REMOVED, REMOVE AND GAP ALL OUTLETS, 5WITGHES, WIRE5, THERMOSTATS, ETC. TO THEIR 5OURGE-5 AS REQUIRED.
<br />5. REMOVE AND PROPERLY TERMINATE PER CURRENT CODES ALL PIPES, VENT5, APPLIANGE5 OR DRAINS NOT BEING RE -USED.
<br />6. REMOVAL OF ANY EQUIPMENT GABLIN6 5WITGHE5 AND CONDUIT PERTAINING TO DATA/GOMMUNIGATION5 AND TELEPHONE SHALL BE VERIFIED WITH
<br />TELEPHONE GOMPANIE5 SERVICE OWNER OR TENANT DATA/GOMMUNIGATION5 REPRESENTATIVE AS REQUIRED TO PREVENT NEW GON5TRUGTION DELAYS.
<br />7. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT GONFLIGT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED,
<br />INVE5TI6ATE AND MEASURE THE NATURE AND EXTENT OF CONFLICT. PROMPTLY SUBMIT A WRITTEN REPORT TO ARCHITECT AND TENANT.
<br />8. SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDIGATED TO DETERMINE EXTENT OF SELECTIVE DEMOLITION REQUIRED.
<br />G. PERFORM SURVEYS AS THE WORK PR061RE55E5 TO DETECT HAZARDS RESULTING FROM 5ELEGTIVE DEMOLITION AGTIVITIE5.
<br />10. IT 15 NOT ANTIGIPATED THAT ANY 5TRUGTURAL ELEMENTS WILL BE EFFECTED BY DEMOLITION. HOWEVER, IF STRUCTURAL ELEMENTS ARE EFFECTED, 6.G. 15
<br />TO PROVIDE AND MAINTAIN 5HORIN6, BRAGING, AND STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE 5TABILITY AND PREVENT MOVEMENT, SETTLEMENT,
<br />OR COLLAPSE OF CONSTRUCTION AND FINISHES TO REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION
<br />BEING DEMOLISHED. NOTIFY ARGHITEGT IMMEDIATELY.
<br />11. GUT OR DRILL FROM THE EXPOSED OR FINISHED 51DE INTO CONGEALED SURFACES TO AVOID MARRING EXISTING FINISHED 5URFAGE5.
<br />12. REMOVE DECAYED, VERMIN-INFE5TED, OR OTHERWISE UNSUITABLE MATERIALS AND PROMPTLY DISPOSE OF OFF-51TE.
<br />13. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY.
<br />D15P05AL OF DE:MOL15HED MATERIALS
<br />I. EXGEPT FOR ITEMS OR MATERIALS INDIGATED TO BE REUSED, SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN TENANT'S PROPERTY,
<br />REMOVE DEMOLISHED MATERIALS FROM PROJECTS 51TE AND LEGALLY DISPOSE OF THEM IN AN EPA -APPROVED LANDFILL.
<br />2. DEBR15 REMOVAL MUST BE PERFORMED PER BUILDING REGULATION5. GONTAGT THE BUILDING MANAGEMENT OFFIGE TO OBTAIN REGULATIONS AND SCHEDULE
<br />FOR THE USE OF THE ELEVATORS PRIOR TO 5UBMITTIN6 BID. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN AGGORDANGE WITH BUILDING MANAGEMENT
<br />REQUIREMENTS AND PROGEDURES.
<br />3. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-51TE. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON
<br />ADJACENT 5URFAGE5 AND AREAS. DO NOT BURN DEMOLISHED MATERIALS. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'5 PROPERTY AND LEGALLY
<br />DISPOSE OF THEM. COORDINATE DISPOSAL WITH PROPERTY OWNER AND GOVERNING MUNICIPALITY.
<br />GLEANING AND PREPARATION FOR GONSTRUGTION
<br />I. PROVIDE STRICT CONTROL OF JOB GLEANING DURIN6 AND AFTER GON5TRUGTION. PREVENT DUST AND DEBRIS FROM EMANATING FROM
<br />5)EMOLITION/GON5TRUGTOIN AREA, KEEP AREA GLEAN.
<br />2. GLEAN ADJACENT 5TRUGTURE5 AND IMPROVEMENTS OF DUST, DIRT AND DEBRIS CAUSED BY 5ELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT
<br />AREAS TO CONDITION EXI5TIN6 BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN.
<br />DEMOLITION LEGEND
<br />_ _ I EXISTIN6 CONSTRUCTION TO BE REMOVED
<br />EXISTIN6 GON5TRUGTION TO REMAIN
<br />I. EXI5TIN6 MEGHANIGAL UNITS AND ELECTRICAL PANELS TO BE REMOVED; REMOVE ALL WIRING BACK TO 5OURGE
<br />2. ALL EXISTING NON-5TRUGTURAL INTERIOR WALL5 TO BE REMOVED UNLE55 NOTED OTHERWISE
<br />3. ALL EXI5TIN6 PLUMBIN6 FIXTURES TO BE REMOVED; PIPES AT GROUND FLOOR TO BE GUT ABOVE SLAB AND GAPPED
<br />4. EXISTING DROP GEILIN6 TO BE REMOVED IN ITS ENTIRETY; ALL GEILI% AGGE55ORIE5 INGLUDING 1-161 DIFFU5ER5 ETC. TO BE REMOVED; MECHANICAL
<br />DUCTS TO BE REMOVED BACK TO UNITS
<br />5. REMOVE EXISTING FLOOR FINISH IN ITS ENTIRETY TO CONCRETE 5UB-FLOOR; SCRATCH SMOOTH; PATCH AND REPAIR A5 NEEDED TO A 'LIKE NEW' CONDITION
<br />6. BANK VAULT TO BE REMOVED; DEMOL15H VAULT INTERIOR FURRIN6/FIRAMING; REMOVE MODULAR VAULT PANELS IN THEIR ENTIRETY; REPAIR FLOOR TO 'LIKE
<br />NEW' GONDITION AS APPLICABLE
<br />7. DRIVE THROU6H LANES, CURBS, CANOPY, COLUMNS AND BANKING EQUIPMENT TO BE REMOVED IN THEIR ENTIRETY
<br />8. DRIVE THROUGH WINDOW TO BE REMOVED; OPENING TO BE IN -FILLED TO MATGH EXI5TIN6 BUILDING EXTERIOR, 5ALVA6E BRIGK FROM CANOPY IF P0551BLE
<br />a. ATM OPENING TO BE IN -FILLED TO MATGH EXI5TIN6 BUILDING EXTERIOR; 5ALVA6E BRICK FROM GANOPY IF POSSIBLE
<br />� II II 1
<br />oft Detail
<br />'
<br />`-t-------------------------------------------------------rr---'
<br />I I
<br />I I
<br />I I
<br />I I
<br />I HVAC #1 I
<br />I I
<br />I I
<br />I I
<br />I I
<br />L___
<br />EXI5TIN6 WAG EQUIPMENT TO
<br />BE REMOVED 4 REPLACED;
<br />REFER TO MEP DRAWINGS
<br />SCALE: 1 /2" = V-Ott I
<br />II II
<br />EXI5TIN6 DRIVE-THROU514
<br />WINDOW TO BE REMOVED;
<br />INFILL OPENING TO MATGH
<br />EXI5TIN6; 5EE RENO WALL
<br />5EGTION
<br />II II
<br />II II
<br />I I OI I
<br />SAFE
<br />J--J--------------- L_ - - - - - - - -
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<br />Cr--------------I
<br />-JEXI5TIN6 LOAD BEARING GMU I I I I
<br />F--- MA50NRY WALL; PROTEGT I I I I I
<br />FF - I it I I DURING DEMOLITION o °� - - -
<br />FTU-4
<br />F-
<br />I�=� ==== I ��---------- - --------- I BANK VAULT TO LL n
<br />FTU 1 I I I I I o \\ / III BE REMOVED IN 1
<br />I I/ L__ J y I IT5 ENTIRETY
<br />�� � I I I I L-- -� I I I I i I
<br />L� _______= L----------- - - - - -- L -
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<br />EXI5TIN6 % \
<br />\\ \ I
<br />MEGHANIGAL / I
<br />Room TO / ALL GA5EWORK t
<br />AIN -_- - - - -� I CABINETRY TO BE
<br />REMOVED IN 1T5 II o LEI I 7 I I J
<br />' I/ - - III t I ENTIRETY I it
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<br />r---I I� � F -----i I ------I F -1
<br />/// \\ II --------- ----------- ------1_ J Ilp----7--1 1 1 I s
<br />\ I I I I
<br />EXI5TIN6 ELEGTRIGAL PANELS TO I I ii r r -' III-
<br />I L BE REMOVED AND RELOCATED;
<br />REFER TO MEP DRAWINGS FOR
<br />NEW PANELS INFORMATION
<br />EXISTING Wx24" POURED
<br />GONGRETE GOLUMN TO
<br />l REMAIN; F.V. LOGATION
<br />------------- - EXI5TIN6 GMU WALL TO BE
<br />- REMOVED; REINFORGE UPPER WALL
<br />ii WITH STEEL FRAME PER DETAIL5 THI5 SHEET I I
<br />II
<br />FTU-2 I j
<br />II-----J
<br />III r--- III
<br />I I III
<br />l l ALL INTERIOR, NON-5TRUGTURAL j
<br />I I WALL5 TO BE REMOVED UNLE55 FTU-5 I
<br />NOTED OTHEM15E I I I
<br />I I I I I III I
<br />II ---------- L---J
<br />---------� III II
<br />_________ ALL III
<br />EQUIPMENT TO BE REMOVED III
<br />-
<br />----------------------------
<br />I FTU-3
<br />I I jlj �---J III I I
<br />I I � I;I III
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<br />II I I�� I II II I� I I II
<br />--------J L-------J�--------J�--------J sou`--------�
<br />Demolition Floor Plan
<br />SCALE: 3/16" = V-0"
<br />2
<br />Nv
<br />ARCHITECTURE
<br />ENGINEERING
<br />3680 Pleasant Hill Road
<br />Suite 200
<br />Duluth, Georgia 30096
<br />p 770.622.9858
<br />f 770.622.9535
<br />www.hillfoleyrossi.com
<br />© Copyright (as dated below).
<br />This drawing and all reproductions thereof are the
<br />property of Hill Foley Rossi & Associates, LLC.(HFR).
<br />It is intended for the sole use of the project named
<br />hereon. Reproduction without the written consent of
<br />HFR is unlawful. All copies are to be returned to HFR
<br />upon project completion.
<br />1 sealed: 02-13-2019 1
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<br />02/13/19 For
<br />Construction
<br />mk I date issue
<br />Demo
<br />Floor Plan
<br />D101
<br />HFR 18.945
<br />
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