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<br /> - ABBREVIATIONS
<br /> DEMOLITION GENERAL NOTES: CONSTRUCTION GENERAL NOTES:
<br /> � DIAMETER I.D. lNSIDE DIAMETER THK. THICKNESS
<br /> A. THESE DRAWINGS WERE PREPARED BASED ON PROVIDED INFORMATION OBTAINED FROM SITE A. PROTECT ALL EXfSTING FINISHES, EQUIPMENT, AND FIXTURES FROM DAMAGE.
<br /> OBSERVATIONS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO DEMOLITION ACT ,4COUSTICAL CEILING TILE i.e. THAT IS T.O, TOP OF
<br /> & NOTIFY A/E IN CASE OF DISCREPANCIES. DEMOLITION IS TO BE EXECUTED SO AS NOT TO B. SEE SHEET FOR SYMBOLS LEGEND. A.F.F ABOVE FINISHED FLOOR INSULo INSULATION TYP TYPICAL
<br /> DISTURB EXISTING STRUCTURAL & ROOFING SYSTEMS, AND OTHER AREAS THAT ARE TO REMAIN. INT INTERIOR UR URINAL
<br /> VERIFY ALL CONSTRUCTION TO BE REMOVED THAT ►S NOT INTEGRAL TO STRUCTURAL SYSTEM PRIOR C. SEE SHEET A5.0 SERIES FOR EXTERIOR WALL ASSEMBLY TYPES AND KEY NOTES. ALUM ALUMINUM
<br /> TO DEMOLITION.
<br /> - D. ADDITIONAL NOTES MAY BE FOUND ON OTHER SHEETS AS REQUIREDD ANSI AMER NAT'L STAND INSTo FRP FIBER REINFORCE PANEL U/S UNDERSIDE
<br /> B. DIMENSIONS AND CONFIGURATIONS OF EXISTING CONDITIONS SHALL BE VERIFIED IN THE FIELD AND Z
<br /> OUGHT TO THE ATTENTION OF THE McDONALD'S E. NOT USED , APPROX. APPROXIMATE, APPROX JAN. JANITOR U.O.N. UNLESS OTHERWISE NOTED o
<br /> ANY DISCREPANCIES OR CONFLICTS SHALL BE BR ~
<br /> 8.0. BOTTOM OF JT. JOINT V.P. VENT PIPE �
<br /> � i i i i i
<br /> ACM FOR RESOLUTION.
<br /> , F. GC TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL SIGNS AT LOCATIONS AND POSITIONS BD. BOARD LAV LAVATORY VCT VINYL COMPOSITION TILE O Q
<br /> C. D E M O L I T I O N C O N T R A C T O R T O C O O R D I N A T E & R E V I E W A L� C O N S T R U C T I O N D O C U M E NT S & DETERMINE INDICATED IN PACKAGE OR AS REQUIRED BY LOCAL CODES. SIGNAGE PACKAGE SUPPLIED BY:
<br /> THE EXTENT OF DEMOLITION WORK & BECOME FAMILIAR WITH THEM THOROUGHLY BEFORE FORREST PERMA-SIGN B R G. B E A R I N G L B P O U N D V B V I N Y L B A S E i n
<br /> P E R F O R M I N G A N Y D E M O L I T I O N W O R K. B Y T H E A C T O F S T A R T I N G D E M O L I T I O N, T H E CONTRACTOR 9292 1 ST ST., BOX 588 R E F E R E N C ES: B T W N. B E T W E E N L.P. LOW POINT VIF VERIFY IN FIELD �
<br /> WILL BE DEEMED TO HAVE COMPLIED WITH THE AFOREMENTIONED, TO HAVE ACCEPTED SUCH NEW ROCHELLE, NY 10802
<br /> CONDITIONS, AND TO HAVE MADE THE NECESSARY ALLOWANCES IN PREPARING THEIR BID. 1-800-214-8765 www.forrestpermasigns.com C.J. CONTROL JOINTS MATL. MATERIAL W WIDE
<br /> D. ELECTRICAL DEMOLITION NOTE: REFER TO ELECTRICAL DRAWINGS FOR DETAILED ELECTRICAL G. PROVIDE SAMPLES OF FINISH MATERIALS TO OWNERS REP. FOR APPROVAL PRIOR TO ORDERING. I N AD D ITI O N TO G EN ERAL N OTES � CENTERLINE MAX. MAXIMUM W/ WITH
<br /> DEMOLITION INFORMATION. RED GLAZING SAFET`f GLASS TO BE USED IN AREAS WITHIN 18" OF THE FINISHED FLOOR S H O W N H E R E, R E F E R TO P R 0 J ECT CLG. CEILING MFR. MANUFACTURER WC WATER CLOSET
<br /> E. VERIFY WITH OWNER DISPOSITION OF ALL FURNISHINGS, MILLWORK, LIGHTING FIXTURES, INTERIOR H ANDP24" FROM AN OPERABLE DOOR. MAN UA� FO R 2018 B U I LD I N G CLR. CLEAR MIN. MINIMUM 1ND WOOD
<br /> ELEMENTS, ETC. TO BE REMOVED &/OR SALVAGED. ALL ITEMS TO BE DISPOSED SHALL BE CMU CONCRETE MASONRY UNIT M.O. MASONRY OPENING WM WIRE MESH
<br /> DISPOSED OF OFF-SITE, IN AN EXPEDITIOUS AND LEGAL MANNER. I. SEE ELECTRICAL PLANS FOR GENERAL AND KEY NOTES PERTAINING TO ELECTRICAL. P R 0 G RAM ( B LAC K C O V E R) FO R C.Oa CLEAN OUT MOD MODIFIED
<br /> • F. ROOFING CONTRACTOR TO FIELD INSPECT EXISTING ROOF FOR WEATHER TIGHTNESS & PROPER W
<br /> DRAINAGE PRIOR TO BID. ROOFING CO
<br /> NTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION F U L L P R 0 J E CT S P E C I F I CAT I 0 N S . COD COSTUMER ORDER DISPLAY MTD MOUNTED o � � � � �
<br /> OF EXISTING ROOF CONDITION AND FOR INCLUDING ANY NECESSARY REPAIR/SPLICING COSTS INTO CONSTRUCTION NOTES: COL. COLUMN MTL. MEfAL
<br /> Z i i i e o
<br /> BID. COLSo COLUMNS N.I.C. NOT IN CONTRACT
<br /> G. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING AS REQUIRED TO MAINTAIN ARCH ITECTU RAL - coNc. CONCRETE N0. NUMBER
<br /> STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. SEAL
<br /> 1. CONTINUOUS SEALANT AND BACKER ROD; PROVIDE AT ALL JOINTS OF EXTERIOR WALL ASSEMBLIES, CONT. CONTINUOUS N/A NOT APPLICABLE
<br /> H. PROTECT EXISTING WALLS FROM DAMAGE DURING CONSTRUCTION, FLOORS, CEILINGS, ETC. THAT ARE EVEN IF NOT SHOWN ON THESE DRAWINGS. McDONALD'S ACM TO SELECT SEALANT COLOR TO CPL CEMENT PLASTER O.C. ON CENTER
<br /> TO REMAIN. CONTRACTOR TO PATCH & REPAIR ANY DAMAGED PORTIONS OF THE EXISTING BUILDING MATCH ADJACENT COLOR.
<br /> AS REQUIRED TO MATCH THE EXISTING ADJACENT CONSTRUCTION & F�NISHES. D.S. DOWN SPOUT O.D. OUTSIDE DIAMETER �f� /�Q
<br /> 2. TYPICAL ARCADE WALL FLASHING. PREFINISHED 24 GA. GALVANIZED BRAKE METAL FLASHING; ?8B2
<br /> I. THIS PLAN INDICATES A GENERAL SCOPE OF WORK TO BE PERFORMED AND DOES NOT RELIEVE EXTEND VERTICAL LEG A MINIMUM OF 8" ABOVE BOTTOM OF WALL FINISH AND MECHANICALLY DIA. DIAMETER O.F. OVER FLOW DRAIN REGISTEREQ
<br /> ING MODIFICATIONS AS SHOWN AND REQUIRED BY THE . SLOPE 1 8" PER FOOT FOR DRAINAGE. TERMINATE WITH 4" FASCIA SECURED WITH DN DOWN OPP. OPPOSITE � A CHITEC,T �
<br /> THE CONTRACTOR TO COMPLEfE THE BUILD FASTEN /
<br /> _ CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, PLUMBING, CONTINUOUS CONCEALED SPRING CLIP. APPLY SEALANT TO UNDERSIDE OF ASSEMBLY AND AT DTL. DETAIL
<br /> ELECTRICAL & HVAC WORK. LOCATIONS WHERE SIGNAGE IS MOUNTED TO FLASHING. SET SIGNAGE SUPPORT IN WATERPROOF P PAINTED FHA.DEFIZI PI
<br /> ASSEMBLY AS RECOMMENDED BY SIGNAGE MANUFACTURER. E.I.F.S. EXT INSUL FINISHING SYST. P. LAM. PLASTIC LAMINATE ATEOFWASHiNG70
<br /> J. IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION OR CONSTRUCTION,
<br /> HE SHALL IMMEDIATELY SUSPEND WORK & NOTIFY THE MCDONALD'S ACM BEFORE PROCEEDING. 3. NEW TPO ROOFING SPLICING/REPAIRS WITH METAL ERA FASCIA (800.558.2162) ELEC. ELECTRIC, ELECTRICAL PART. PARTITION
<br /> EP ELECTRICAL PANEL PLYWD. PLYWOOD
<br /> K. DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER & IN STRICT ACCORDANCE WITH OSHA 4. UNLESS OTHERWISE NOTED, PROVIDE FIBERGLASS BATT INSULATION WITH VAPOR BARRIER FACING
<br /> REGULATIONS. SAFETY MEASURES AND PROCEDURES ARE THE CONTRACTORS RESPONSIBILITY. AS SHOWN. INSTALL IN A MANNER WHICH PROVIDES A CONTINUOUS THERMAL BARRIER BETWEEN EQ. EQUAL POLY. POLYETHYLENE
<br /> CONDITIONED AND UNCONDITIONED SPACES. MOUNTING CONDITIONS VARY. PROVIDE ANCHORING
<br /> L. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS DEVICES AND ASSEMBLIES AS RECOMMENDED BY MFR. SEAL TIGHTLY. EXIST. EXISTING P.O.S. POINT OF SALE m a Q
<br /> N O T L I M I T E D T O T H E D E M O L I T I O N A N D R E M O V A L O F A N Y W A L L S, C O U N T E R S, F U R N I T U R E, EXP EXPANSION PTD PAINTED ~
<br /> INCLUDING CONDUITS AND DESIGNED AS Z o a`�a�_
<br /> BULKHEADS, DOORS, PLUMBING, MECHANICAL AND ELECTRICAL ITEMS 5. TRELLIS/CANOPY/SCREEN/AWNING CONNECTION TO EXISTING STRUCTURE TO BE
<br /> DUCTWORK AS SHOWN ON THE DRAWINGS OR AS REQUIRED TO COMPLETE THE INSTALLATION OF REQUIRED BY MANUFACTURER. COORDINATE WITH STRUCTURAL ENGINEER'S DRAWINGS. EXT. EXTERIOR PL. PLATE 0 �,,,��__� �
<br /> THE NEW WORK FOR A COMPLETE JOB. ~ N a�~
<br /> F.E. F I R E E X T I N G U I S H E R PR PAIR ,�-� ����Z Q 3 Z w
<br /> M. REMOVE ANY SINKS, WATER CLOSETS, URINALS, LAVATORIES, FLOOR DRAINS, NOTED ON DRAWINGS 6. WOOD BLOCKING WITH CONTINUOUS FLASHING THAT EXTENDS 8" ABOVE BOTTOM EDGE OF STUCCO FF FINISH FLOOR
<br /> NED SUPPLY & AND TERMINATES WITH A DRIP EDGE BELOW FASCIA. P.T. PRESERVATIVE TREATED WOOD � Q=3,.�,.,Z N 3 0 �
<br /> A S W E L L A S A L L A S S O C I A T E D P L U M B I N G A C C E S S O R I E S. C A P, P L U G A L L A B A N D O FL. FLOOR ,u Z�-N�o z w�' �
<br /> WASTE LINES. PATCH & SEAL ALL FLOOR PENETRAT�ONS. SEE MECHANICAL & PLUMBING R.D. R O O F DRAIN � N�Z����= Z
<br /> DRAWINGS FOR DETAILE D D E M O L I T I O N N O T E S. 7. 1 6" X 1 6" X 4" ROOF VENT AT 20'-0" O.C. MIN. FLASH AND SEAL - COORDINATE WITH DETAILS FIN. FINISH(ED) �,-W �� W
<br /> W���� �� v�
<br /> R E F. REFER, REFERENCE p w��d�0 3 W
<br /> F.O. FACE OF ��ow»z� c�
<br /> ° N. WHEN UTILITIES ARE REMOVED, CAP & SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A 8• NEW McDONALD'S SIGN - GC TO COORDINATE LOCATION AND SUPPORT AND POWER REQUIREMENTS FT FEET REQ'D REQUIRED a_o�cn o�o -,
<br /> > W/ SIGN MANUFACTURER.
<br /> ° MINIMUM OF 6" ABOVE FINISH CEILING. �
<br /> � GA. GAUGE R.O. ROUGH OPENING � �j � a �
<br /> 0
<br /> � 0. SAW-CUT & REMOVE EXISTING SLABS AS REQUIRED FOR UNDERGROUND ELECTRICAL & PLUMBING 9. NEW DRAFT STOPPING AS REQUIRED: 5/8'� TYPE "X" GYP. BD. OVER WOOD STUDS EVERY 20'-0" G.C. GENERAL CONTRACTOR R.T.U. ROOF TOP UNIT a " � = 3
<br /> ° LINES. REFER TO PLUMBING, ELECTRICAL & KITCHEN DRAWINGS FOR ALL SAW-CUTS & TRENCHING MAX. (TYP.) DRAFT STOPPING TO RUN PERPENDICULAR TO VENTS. N � N o � �
<br /> � SF SQUARE FEET o � a _
<br /> °' WORK REQUIRED. ALL CONCRETE FLOOR WORK TO BE FINISHED FLUSH WITH EXISTING FLOOR. GL GLAZING p � �� 3 �_
<br /> � DOWEL NEW SLABS TO EXISTING W/ #4 RE-INFORCING BAR � 24" O.C. EA C H S I D E (S T A G G E R E D). 1 0. E X I S T I N G A L U M I N U M L O U V E R E D V E N T W I T H I N S E C T S C R E E N P E R O R I G I N A L B U I L D I N G D R A W I N G S. I F
<br /> oG Y P. G Y P S U M S Q. IN. SQUARE INCHES � � �� 0 3 �W
<br /> � "R E-B A R�� T O E X T E N D 6'� I N T O E X I S T I N G S L A B & A C R O S S C U T O P E N I N G. S E C U R E R E-B A R I N T O N O N-E X I S T E N T A N D/O R N O T P R O P E R L Y F U N C T I O N I N G, R E M O V E A N D R E P L A C E W I T H N EW 8" X 8"
<br /> VENT AT EXISTING MANSARD ROOF AREA AT 10'-0" O.C. FLASH AND SEAL. G W B G Y P S U M W A L L B O A R D S C S U S P E N D E D C E I L I N G N 'a " ° W Z
<br /> �C � � ��
<br /> a E X I S T I N G S L A B W/ E P O X Y G R O U T.
<br /> H H I G H S.C. S M O O T H C O N C R E T E � Z ;3 � � X
<br /> � M
<br /> �`'. 11. LED LIGHT FIXTURE. SEE ELEVATIONS ON SHEETS A2.0 AND A2.1 AND ELECTRICAL DRAWINGS.
<br /> r P. V E R I F Y P L U M B I N G D E M O L I T I O N W O R K S W I TH NEW TOILET LAYOUT, REFER PLUMBING DRAWINGS. �
<br /> HB. HOSE BIBB SCW SOLID CORE WOOD � N �� " W
<br /> � 12. PROVIDE VENTS UNDER MEfAL-ERA FASCIA. W o �' Z
<br /> o Q. CUT ALL EXISTING PLUMBING RISERS AND EXTEND UNDERSLAB PIPING TO NEW PLUMBING CHASE HDW HARDWARE S.S. STAINLESS STEEL � `" �
<br /> o LOCATION AS REQUIRED.
<br /> N 13. EXISTING CEILING. OPEN AS REQUIRED TO PERFORM WORK IN SPACE ABOVE AND AT HGT. HEIGHT SIM. SIMILA
<br /> R. EXISTING BUILDING SIGNAGE - CONTRACTOR TO SELECTIVELY REMOVE AND COORDINATE EXTERIOR WALLS. PATCH/REPLACE UPON COMPLETION OF WORK. SEE INTERIOR DESIGN/DECOR HM HOLLOW METAL SPECS SPECIFICATIONS
<br /> � TRANSFER/DISPOSAL OF WITH MCDONALDS A.C.M. COORDINATE DE-ENERGIZING OF CONNECTIONS DRAWINGS FOR FINISHES.
<br /> PRIOR TO DEMOLITION. COORDINATE RE-USE OR ABANDONMENT OF UTILITIES. ABANDONED POWER H.P. HIGH POINT STL. STEEL
<br /> � SHALL BE REMOVED BACK TO PANEL/BREAKER. CONDUIT MAY REMAIN. 14. SEE A5.0 SERIES DRAWINGS FOR FRAMING INFORMATION AT NEW WALL AND PARAPET HT. HEIGHT T TILE
<br /> L CONSTRUCTION, ARCH WALL SECTIONS AND CONSTRUCTION DETAILS.
<br /> � S. REMOVE ALL GUTTERS AND DOWNSPOUTS, UNLESS OTHERWISE NOTED. SEAL ALL ASSOCIATED HVAC HEATING, VENTILATION, A/C T & G TONGUE AND GROOVE
<br /> OPENINGS IN PARAPET WALLS AND/OR ROOFS AND REROUTE ACCORDINGLY. 15. WINDOW INFILL ASSEMBLY CONSISTING OF 2x WOOD STUD FRAMING AT 16"O.C. WITH 1/2" GYP. BD.
<br /> SHEATHING ON THE INTERIOR SIDE AND 1/2" EXTERIOR GRADE PLYWOOD ON THE EXTERIOR SIDE. H.W.H. HOT WATER HEATER TELE. TELEPHONE
<br /> °' T. REMOVE ALL FLAGPOLES AND ASSOCIATED SUPPORTS ATTACHED TO MANSARD ROOF. PROVIDE R-19 BATT INSUlATION WITH VAPOR BARRIER FACING IN VOIDS BEfWEEN STUDS.
<br /> 3 COORDINATE WITH EXTERIOR WALL ASSEMBLY TYPES ON SHEET A5.0 FOR EXTERIOR FINISH
<br /> �
<br /> � U. CONTRACTOR SHALL VERIFY ALL IMPORTANT EXISTING ELEVATION HEIGHTS ABOVE FINISH SLAB, INFORMATION AND WITH INTERIOR DESIGN/DECOR DRAWINGS FOR INTERtOR GYP. BD. FINISH
<br /> o INCLUDING, BUT NOT LIMITED T0: WINDOW SILL, WINDOW HEADS, TOPS OF WALLS, BOTTOM OF INFORMATION.
<br /> j MANSARD ROOF SOFFITS, TOPS OF PARAPETS, ETC.
<br /> � 16. NOT USED.
<br /> a�
<br /> 'o V. REPLACE/ REPAIR ANY DAMAGED VAPOR BARRIER WHICH OCCURS IN CONSTRUCTION PROCESS.
<br /> 17a NOT USED.
<br /> I �
<br /> W. REMOVE ALL MANSARD ROOF TILES. a p
<br /> °' 18. CENTER INDICATED WALL SCONCE LIGHT FIXTURE ON DOOR BELOW.
<br /> N X. REMOVE ALL EXTERIOR CAMERAS AND OTHER EXTERIOR MOUNTED SECURITY EQUIPMENT AS � N
<br /> � NECESSARY TO PERFORM WORK. 19. COORDINATE WITH INTERIOR DESIGN/DECOR DRAWiNGS FOR FURNITURE, FIXTURE, AND FINISH � �
<br /> } MODIFICATIONS. SEATING, TABLES, FIXTURES, AND SERVICE ITEMS NEED TO BE BROUGHT TO ADA z
<br /> m Q
<br /> � SPECIAL DEMOLITION NOTES: COMPLIANCE.
<br /> G �
<br /> . U
<br /> � 20. CONTINUOUS PRE-FINISHED ALUMINUM FLASHING TO EXTEND 4" ABOVE BOTTOM EDGE OF FINISH
<br /> � 1. DURING THE DEMOLITION PHASE, CONTRACTOR SHALL PROBE AND PHOTOGRAPH THE EXISTING AND TERMINATE WITH DRIP EDGE. � `
<br /> � FOR CONFORMANCE WITH CONSTRUCTION DOCUMENTS AND MEASURE a �
<br /> � FRAMING WITHIN THE BUILDING
<br /> THE SIZES OF THE BEAMS AND COLUMNS THAT MAY BE IN CONFLICT. THIS INFORMATION SHALL BE 21. TRELLIS/CANOPY INFILL PANEL; SLOPE 1/4" PER 12�".
<br /> �� SENT TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW. (NOT APPLICABLE FOR THIS
<br /> � PROJECT.) 22. NEW WINDOW ASSEMBLY WITH INTERIOR SILL. PROVIDE SEALANT AND BACKER ROD AT TOP AND >
<br /> o BOTTOM OF NEW WINDOW ASSEMBLY. w
<br /> N 2. WHERE SCOPE OF WORK REQUIRES, REMOVE TOILET ROOM PARTITIONS, CONC. CEILINGS, DOORS
<br /> MES FINISHES ACCESSORIES AND FIXTURES IN MEN'S & WOMEN'S ROOM. COORDINATE 23. WEEP SCREED. I- >
<br /> AND FRA , ,
<br /> �I DEMOLITION WITH NEW TOILET ROOM CONSTRUCTION. � N
<br /> � 24. PREFABRICATED CUSTOM CAP WITH 24 GA. PRE-FINISHED COVER (SEE ELEVATIONS FOR COLOR) BY
<br /> '- OVER TPO ROOF MEMBRANEo LAP TPO DOWN BLOCKING UNDER z � m
<br /> o METAL-ERA (800.558.2162)
<br /> � FASC IA. � U
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<br /> j25. ALIGN END OF TRELLIS BAND WITH EDGE OF OPENING AT PARAPET ABOVE. z p O
<br /> � 26. REMOVE PORTION OF EXISTING STRUCTURE AS REQUIRED TO ACCOMMODATE NEW WORK. (� � d�-
<br /> � REINFORCE AS SHOWN ON DRAWINGS TO MAINTAIN STRUCTURAL INTEGRITY.
<br /> I
<br /> �
<br /> 0 27. 8X8 GABLE VENT AT 10'-0" O.C. MAX
<br /> � N � �
<br /> W
<br /> v 28. ADJUST ALL DOOR CLOSERS TO OPERATE AT 5 LBS MAX. EFFORT WITH A 3-SECOND CLOSING �j � w
<br /> a SPEED - ADJUST SO THAT IT AT LEAST TAKES 5 SECONDS FOR THE DOOR TO MOVE FROM 90 00
<br /> s DEGREES OPEN TO 3 INCHES DEGREES FROM THE LATCH. IF ADJUSTMENT IS NOT FEASIBLE, ,? o o �
<br /> � REPLACE CLOSER TO MEET THIS CRITERIA.
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