BENEDICT MEMORIAL TEMPLE TO MUSIC
5
BUILDING KEY PLAN: NOT TO SCALE NORTH F.C. GREEN MEMORIAL BLVD. PROVIDENCE, RI 02910 LOCUS MAP NORTH ARCHITECT: BREWSTER THORNTON GROUP ARCHITECTS, LLP 317 IRON HORSE WAY, SUITE 202 PROVIDENCE, RI 02908 BENEDICT MEMORIAL TEMPLE TO MUSIC ROGER WILLIAMS PARK, PROVIDENCE, RI 02907 2024A BID SET RESTORATION OF 11/29/2021 G0.0 OWNER: CITY OF PROVIDENCE BOARD OF PARK COMMISSIONERS 1000 ELMWOOD AVENUE PROVIDENCE, RI 02907
Transcript of BENEDICT MEMORIAL TEMPLE TO MUSIC
BUILDING KEY PLAN: NOT TO SCALE NORTH
F.C. GREEN MEMORIAL BLVD.PROVIDENCE, RI 02910
LOCUS MAP NORTH
ARCHITECT:BREWSTER THORNTON GROUPARCHITECTS, LLP317 IRON HORSE WAY, SUITE 202PROVIDENCE, RI 02908
BENEDICT MEMORIAL TEMPLE TO MUSICROGER WILLIAMS PARK, PROVIDENCE, RI 02907
2024A
BID SET
RESTORATION OF
11/29/2021
G0.0
OWNER:CITY OF PROVIDENCEBOARD OF PARK COMMISSIONERS1000 ELMWOOD AVENUEPROVIDENCE, RI 02907
1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS IN EFFECT AT THE PROJECT SITE.
2. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS.
3. THE CONTRACTOR SHALL REPORT ANY AND ALL DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING.
4. ALL DIMENSIONS OF NEW WORK ARE TO THE FACE OF CONCRETE AND MASONRY, AND THE CENTER OF METAL STUDS AND FRAME OPENINGS U.N.O.
5. DIMENSIONS NOTED TO EXISTING PLANES SHALL REFER TO THE FINISHED SURFACE OF THE WALL, FLOOR, OR CEILING PLANE, UNLESS NOTED OTHERWISE.
6. ALL ITEMS OF WORK ARE TO BE NEW UNLESS NOTED AS EXISTING.
7. ALL DRAWINGS ARE COMPLIMENTARY AND MUST BE USED AS A SET FOR COMPLETE CONSTRUCTION INFORMATION.
8. IT SHALL BE THE DUTY OF THE CONTRACTOR TO REQUEST FROM THE ARCHITECT ALL NECESSARY INTERPRETATION OF THE CONTRACT DOCUMENTS.
9. DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY AND MAY NOT SHOW ALL DEMOLITION WORK REQUIRED TO COMPLETE THE CONTRACT WORK.
10.DIMENSIONS AND ELEVATIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING STRUCTURES ARE THE BEST AVAILABLE DATA OBTAINABLE BUT ARE NOT GUARANTEED BY THE OWNER AND THE OWNER WILL NOT BE RESPONSIBLE FOR THEIR ACCURACY. THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS, OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY OF HIS SUB-CONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, ANY RESULTANT EXTRA COST FOR ADJUSTMENT OF WORK AS REQUIRED TO CONFORM TO EXISTING LIMITATIONS SHALL BE ASSUMED BY THE CONTRACTORWITHOUT REIMBURSEMENT OF COMPENSATION BY THE OWNER.
11.OMISSION FROM THE DRAWINGS AND SPECIFICATIONS OF ITEMS WHICH OBVIOUSLY ARE NEEDED TO PROPERLY PERFORM THE WORK, SUCH AS ATTACHMENTS, BOLTS, HANGERS, ETC., SHALL NOT RELIEVE THE CONTRACTOR FROM FURNISHING AND INSTALLING THEM. IT IS INTENDED THAT ALL DIMENSIONS AND FIGURES ON THE DRAWINGS SHALL AGREE. THE CONTRACTOR SHALL CONFIRM THEM BEFORE STARTING THE WORK AND SHALL REPORT IN WRITING ALL DISCREPANCIES TO THE ARCHITECT FOR ADJUSTMENT.
12.AFTER THE CONTRACT HAS BEEN AWARDED, THE CONTRACTOR WILL SUBMIT A FULL BAR CHART TYPE SCHEDULE THAT WILL INDICATE ALL MAJOR AND MINOR MILESTONES FOR THE WORK. THE CONTRACTOR WILL ALSO SUBMIT A FULL SUBMITTAL AND SHOP DRAWING SCHEDULE FOR ALL COMPONENTS
13. ALL SUBMITTALS AND SHOP DRAWINGS WILL NEED TO BE STAMPED AS HAVING BEEN REVIEWED AND APPROVED BY THE CONTRACTOR FOR CONFORMANCE WITH THE PROJECT PRIOR TO SUBMITTING TO THE ARCHITECT. ANY SUBMITTAL WITHOUT THIS STAMP WILL BE PROMPTLY REJECTED AND RETURNED.
14.CHECKING OF THE SUBMITTALS AND SHOP DRAWINGS BY THE ARCHITECT IS ONLY FOR LIMITED GENERAL CONFORMANCE WITH THE INFORMATION GIVEN AND DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS FOR THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR QUANTITIES AND DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOBSITE; CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCES, AND JOBSITE SAFETY; AND COORDINATION OF THEIR WORK WITH THAT OF THE OTHER TRADES.
15.CAREFULLY REVIEW THE SPECIFICATIONS FOR REQUIREMENTS RELATED TO FIELD APPROVED "MOCKUPS". ANY WORK BEGUN WITHOUT THE AUTHORIZATION OF AN APPROVED MOCKUP BY THE OWNER AND THE ARCHITECT IS AT THE CONTRACTOR'S RISK. UNSATISFACTORY WORK IS SUBJECT TO POSSIBLE REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.
16.IF DISCREPANCIES OCCUR BETWEEN THE DRAWINGS AND SPECIFICATIONS, CONSULT ARCHITECT FOR CLARIFICATION OF DESIRED METHOD. DURING THE BIDDING PHASE IF DISCREPANCIES ARE FOUND IN THE CONTRACT DOCUMENTS, CARRY THE AMOUNT OF WORK WHICH WOULD COME AT A GREATER COST.
17.CERTIFY AS PART OF EACH APPLICATION FOR PAYMENT THAT THE PROJECT RECORD DOCUMENTS "AS-BUILTS" ARE CURRENT AT THE TIME OF THE APPLICATION SUBMITTED. SUCH DRAWINGS ARE REQUIRED TO BE CURRENT AS A CONDITION OF APPROVING ANY PAYMENT TO THE CONTRACTOR ORSUB-CONTRACTOR.
GENERAL NOTES LEGEND
NAMEEL. ELEVATION
EXTERIOR ELEVATION
INTERIOR ELEVATION
SECTION
BENCHMARK ELEVATION
SPOT ELEVATION
ROOM NAME AND MARK
DOOR MARK
WALL TYPE
WINDOW TYPE
KEY NOTE
#
#
A#
# #
#
#
A#
#
EXISTING PARTITION
REVISION#
DETAIL KEY#
A#
PHOTO SYMBOL
CONCRETE
RIGID INSULATION
CONCRETE BLOCK
BRICK
DISTURBED EARTH
ENGINEERED WOOD (MDF, HDF, ETC.)
PLASTIC/PVC
PLYWOOD
RUBBLE
WOOD
ASPHALT SHINGLES
GLASS, VERTICAL SURFACE
GLASS, SPECIALTY
MARBLE/ GRANITE
STEEL/METAL
WOOD SHINGLES
CULTURED STONE
BATT INSULATION
L.O.C.LIMITS OF CONSTRUCTION
GYPSUM WALLBOARD
ACCESSORY/ FURNITURE / SPECIALTY EQUIPMENT MARK
REVISION CLOUD
PROJECT NORTH SYMBOL(DASHED INDICATES TRUE NORTH)
COLUMN GRID LINENEW CONSTRUCTION
DETAIL
#
A#
NEW PARTITION
X
DETAIL CALLOUT#
A#
MILLWORK
A#
FLOOR CHANGE LINE
DISCLAIMER: HATCH PATTERN SCALE ADJUSTS BY DRAWING SCALE. SEE OTHER DESIGN DISCIPLINES FOR ADDITIONAL LEGEND & SCHEDULE INFORMATION.
FIRE EXTINGUISHER CABINET (F.E.C.)
#
A# EXISTING CONSTRUCTION
UNDISTURBED EARTH
NORTH
X
###
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X
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X
ROOM NAME##
COMMON ABBREVIATIONS
ABV ABOVEA/C AIR CONDITIONACC. ACCESS(IBLE)ACT ACOUSTICAL CEILING TILEADA AMERICANS WITH DISABILITY ACTADDL ADDITIONALADJ. ADJUSTABLE (OR) ADJACENTA/E ARCHITECT/ENGINEERA.S.F ABOVE SUBFLOORA.F. ABOVE FLOORA.F.F. ABOVE FINISH FLOORAHJ AUTHORITY HAVING JURISDICTIONAL./ALUM. ALUMINUMALT. ALTERNATEANOD. ANODIZEDARCH. ARCHITECT(URAL)A.P. ACCESS PANELAPP. APPROXIMATEAPT APARTMENTAPPROX. APPROXIMATEASI ARCHITECT’S SUPPLEMENTAL
INSTRUCTIONAUTO. AUTOMATICAUX. AUXILIARY
BAS BUILDING AUTOMATION SYSTEMBD BOARDBDRM BEDROOMBFE BOTTOM OF FROST ELEVATIONBITUM. BITUMINOUSBLDG BUILDINGBLW BELOWBSMT BASEMENTBOTT. BOTTOMB.O.F BOTTOM OF FOOTINGB.O. BLOW OFF VENTBLKG BLOCKINGBIT. BITUMEN OR BITUMENOUSBLUEBD BLUEBOARD
(VENEER PLASTER BASE)BRK BRICKBRZ BRONZEBTWN BETWEEN
CAB. CABINETC.F.M.F. COLD-FORMED METAL FRAMINGCG COLUMN GRIDC.L. CENTER LINECLL CONTRACT LIMIT LINECLO CLOSETCLG CEILINGCLR CLEAR(ANCE)C.J. CONTROL JOINTCMU CONCRETE MASONRY UNITCO CASED OPENINGCOL. COLUMNCOMP. COMPRESS(ED), (ION). (IBLE)CONC. CONCRETECONST. CONSTRUCTIONCONT. CONTINU(E), (OUS)COORD. COORDINATECPT CARPETCPR COPPERC.T. CERAMIC TILEC.U.H. CABINET UNIT HEATER
DBL DOUBLEDEMO DEMO(LISH), (LITION)DEG DEGREESDET. DETAILD.F. DRINKING FOUNTAINDH DOUBLE HUNGDIA. DIAMETERDIAG. DIAGONALDIM. DIMENSIONDISP. DISPOSEDN DOWNDR DOORDS DOWNSPOUTDTL DETAILDWG DRAWINGDWGS DRAWINGSDX DUPLEX
EA. EACHEL. ELEVATIONELEC. ELECTRIC(AL)ELEV. ELEVATOREMER. EMERGENCYEMS EMERGENCY MANAGEMENT
SYSTEME.J. EXPANSION JOINTEQ EQUALEQUIP EQUIPMENTETR EXISTING TO REMAINEV EXHAUST VENTEX. EXISTINGEXIST. EXISTINGEXG EXISTINGEXT. EXTERIOR
O.C. ON CENTERO.H. OPPOSITE HANDOPNG OPENINGOPP OPPOSITEORIG. ORIGINALOHD OVERHEADOZ. OUNCE
PCC PRE-CAST CONCRETEPERP PERPENDICULARPL PLATEPLAM PLASTIC LAMINATEPNL PANELPNT PAINTPPL PEOPLEPTD PAINTEDPR PAIRPREP PREPARATIONP.T. PRESSURE TREATEDPTN PARTITIONPWD PLYWOODP.V. PLUMBING VENT
Q.T. QUARRY TILE
R# RADIUSR RISERR.B. RESILENT BASERCP REFLECTED CEILING PLANR&D REMOVE & DISPOSER.D. ROOF DRAINRE: REFER TOREF. REFERREFR REFRIGERATORREQ. REQUIRE(D)RES. RESILIENTREV. REVISIONR.H. RIGHT HANDRM ROOMR.O. ROUGH OPENINGRWB RUBBER WALL BASE
SCHED. SCHEDULESD SIDESECT. SECTIONSF SQUARE FEETSF SUB FLOORS.GASKET SMOKE GASKETSGL SAFETY GLASSSHT SHEETSHTH SHEATHINGSIM. SIMILARSPEC. SPEC (-IFIED) (-IFICATION)SRL SUBMITTAL REVIEW LETTERSQ. SQUARES.S. STAINLESS STEELS.S.M. SOLID SURFACE MATERIALSTC SOUND TRANSMISSION COEFFICIENTSTD STANDARDSTOR. STORAGESTL STEELSTRUCT. STRUCTURALSUSP. SUSPEND(ED)SYS. SYSTEM
T TREADT&G TONGUE AND GROOVETEL. TELEPHONETEMP TEMPORARYTGL TEMPERED GLASSTHK THICK(NESS)THRESH THRESHOLDT.O. TOP OF ________________T.O.F. TOP OF FOOTINGT.O.S. TOP OF SHELFT.O.W. TOP OF WALLTS TUBE STEELTSTAT THERMOSTATTYP. TYPICALTZ TERRAZZO
U.H. UNIT HEATERU.N.O. UNLESS NOTED OTHERWISE
V.A.T. VINYL ASBESTOS TILEVCT VINYL COMPOSITION TILEVERT. VERTICALV.I.F. VERIFY IN FIELDV.R. VAPOR RETARDER
W/ WITHW.C. WATER CLOSETWD WOODWDW WINDOWWSU WATERPROOF SHINGLE UNDERLAYMENTWWF WELDED WIRE FABRIC
Z.C.C. ZINC COATED COPPER
@ AT& AND
F.A. FIRE ALARMF.A.R. FLOOR AREA RATIOF.C.U. FAN COIL UNITF.D. FLOOR DRAINF.E. FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF&E FURNITURE, FIXTURE, AND
EQUIPMENTFGL FIBERGLASSFIN. FINISHFIN.CLG FINISH CEILINGFIN.FLR FINISH FLOORFIN.SCH FINISH SCHEDULEFIXT. FIXTUREFLR. FLOORFLUOR. FLUORESCENTFND. FOUNDATIONF.O. FACE OF _____________F.P. FIRE PROTECTIONF.RATING FIRE RATINGFR FIRE RETARDANTFRP FIBERGLASS REINFORCED
PLASTICFT FEETFTG FOOTINGFURN. FURNITURE
GA GAGE/GAUGEGALV GALVANIZEDGB GRAB BARGL GLASSGLAM GLUE LAMINATED BEAMGLZ GLAZINGGWB GYPSUM BOARD
HC HANDICAPHDF HIGH DENSITY FIBERBOARDHM HOLLOW METALHDW HARDWAREHRW HARDWAREHOR. HORIZONTALHR HOURHT HEIGHT
IN. INCHESINCL. INCLUDE(D),(ING)INFO. INFORMATIONINSUL. INSULATIONINT. INTERIOR
J.C. JANITOR’S CLOSETJ-BOX JUNCTON BOXJT JOINT
K.B. KNOX BOXKIT. KITCHEN
LAB. LABORATORYLAV. LAVATORYLB POUND(S)LCC SEE Z.C.C.L.E.D. LIGHT EMITTING DIODELF LIGHT FIXTUREL.H. LEFT HANDLIB. LIBRARYLIN LINOLEUMLKR LOCKERLVL LAMINATED VENEER LUMBERLOC. LOCATIONLVR LOUVERLVT LUXURY VINYL TILE
MACH. MACHINEMAS. MASONRYMAT. MATERIALMAX. MAXIMUMMCT MARMOLEUM COMPOSITION TILEMECH. MECHANICALMED. MEDIUMMEMB MEMBRANEMDF MEDIUM DENSITY FIBERBOARDMIL MILLIMETERMIN. MINIMUMMISC. MISCELLANEOUSM.O. MASONRY OPENINGM.R. MOISTURE RESISTANT MTL METAL
N.A. NOT APPLICABLENAT. NATURALN.C. NOISE CRITERIAN.I.C. NOT IN CONTRACTNKL NICKELNOM. NOMINALNO NUMBERNR NOT RATEDN.R.C. NOISE REDUCTION COEFFICIENTN.T.S. NOT TO SCALE
(USE OF PUNCTUATION IS OPTIONAL)
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LEGEND &GENERALNOTES
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DRAWING LISTSHEET SHEET NAME
GENERALG0.0 COVER SHEETARCHITECTURALA0.1 LEGEND & GENERAL NOTESA1.1 SITE & FLOOR PLANA1.2 REFLECTED CEILING PLAN & ROOF PLANA3.3 TYPICAL DETAILS
REPAIR WORK LEGEND
REPAIR
PARKING BOLLARD W/ CHAIN BARRIER
SEALANT REMOVAL
1. SITE WORK:
A. VEHICLE BARRIERS & BOLLARDSCLEAR DESIGNATED AREA AS NEEDED FOR INSTALLATION OF BOLLARD FOOTING. DISPOSE OF DEBRIS. EXCAVATE FOR BOLLARD FOOTINGS. AFTER PLACEMENT OF FOUNDATION, BACKFILL AND COMPACT EXCAVATED AREA UTILIZING ORIGINAL SOIL. LOAM & SEED DISTURBED AREAS.
B. RESET PLAZA PAVERS & REPLACE MISSING - WEST EDGE REMOVE (2) OUTSIDE MARBLE PAVER BANDS. RESET IN NEW BED AS REQUIRED TO CREATE A LEVEL PLANE WITH ADJOINING PAVING. REPLACE ALL MISSING & BROKEN PAVERS TO MATCH EXISTING. CAUTION SHALL BE TAKEN IN REMOVING THE EXISTING PAVERS, EXTENT AS IDENTIFIED ON DRAWINGS, SO AS TO AVOID BREAKAGE. THIS OPERATION MUST BE PERFORMED SUCH THAT THE INTEGRITY OF THE PAVER IS MAINTAINED. THE PAVERS SHALL BE STORED AT A LOCATION THAT IS SAFE FROM DAMAGE. THE PAVERS SHOULD BE PLACED ON LEVEL GROUND WHICH WILL PROVIDE EVEN BEARING ACROSS THE PAVER SURFACE. CONTROL JOINT ALONG ENTIRE LENGTH OF INTERFACE WITH EXISTING MARBLE PAVERS. SUBBASE PREP & MORTAR INFO. PER PROJECT SPECIFICATIONS.
2. ROOF & GUTTER REPAIR:
A. REOPEN GUTTER DRAINAGECLEAN & REMOVE DEBRIS (LEAF DETRITUS) AT GUTTER, ALL SIDES. INSPECT & REMOVE ANY BLOCKAGE, BIRD NESTS ETC. AT ATTIC VENTS, NORTH AND SOUTH LOCATION. GUTTERS ARE DRAINED BY RODS SOLDERED WITHIN THREE LION MOUNTH GARGOYLE AT EACH GUTTER END - SIX PER SIDE, 24 TOTAL. ROD OUT & CLEAN DRAINAGE TUBES TO REMOVE ANY BLOCKAGES. INSTALL BASKET STRAINER AT DRAINAGE INLET. 6 PER SIDE.
B. INSTALL DRIP EDGE AT VERTICAL MARBLE SIDEWALL INSTALL DRIP AT ROOF TILE TO SIDEWALL TRANSITION. REPAIR BED JOINT AT ROOF TILE, AS REQ'D TO INSTALL DRIP EDGE.
3. CEILING REPAIR:
A. SEALANT REMOVALNEATLY CUT AND REMOVE EXISTING SEALANT BETWEEN EXTERIOR MARBLE SIDEWALLS & PLASTER CEILING PERIMETER. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. MONITOR DRYING OF EXISTING PERIMETER CEILING CONDITION ONCE REMOVAL IS COMPLETE. NOTIFY OWNER & ARCHITECT PRIOR TO REMOVAL OF PLASTERED FINISH AT BEAM SYSTEM.
B. REPLACE PLASTERED FINISH WITH FIBERGLASS BANDING AT INTERIOR & PERIMETER BEAMSDOCUMENT EXISTING DIEMNSIONS, PROFILE AND INSET RELIEF PRIOR TO DEMO. ORNAMENTAL RELIEF AND RAISED DESIGN TO BE REPLICATED, SECTIONS OF EXISTING PLASTER BANDING TO BE USED AS A MOLD TO FABRICATE FIBERGLASS DUPLICATES. REMOVE EXISTING PLASTER FINISH AT INTERIOR AND PERIMETER BEAM SYSTEM IN ITS ENTIRETY. COORDINATE REMOVAL OF PLASTER AS WELL AS INSTALLATION OF FIBERGLASS BANDING WITH EXISTING INTERIOR FIBERGLASS PANELS. SCRAPE & PREPARE EXISTING SUBSTRATE, MINIMIZE DISTURBANCE TO ADJACENT SURFACES, RESTORE AS REQUIRED. DO NOT ALLOW RUBBLE TO FREE FALL ONTO ANY PART OF EXISTING STRUCTURE BELOW THE WORK AREA. IN CONFORMANCE WITH EXISTING DIMENSIONS & PROFILE, INSTALL WOOD BLOCKING, NAILING STRIPS OR PLYWOOD TO PROVIDE A LEVEL SUBSTRATE FOR ATTACHMENT OF FIBERGLASS.
C. PAINT PAINT ALL NEWLY INSTALLED FIBERGLASS BANDING TO MATCH EXISTING. REPAIR ANY DAMAGED AND MISSING PAINT AT INTERIOR CEILING AREAS. PREPARE SURFACES TO BE PAINTED ACCORDING TO THE SURFACE-PREPARATION SCHEDULE AND WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH SUBSTRATE CONDITION. CLEANING AND REPAIRED SURFACES ARE TO HAVE A UNIFORM APPEARANCE, SO SURFACE BLENDS SMOOTHLY INTO SURROUNDING AREAS.
4. MASONRY REPAIR:
A. REMOVAL ORGANIC GROWTH AT COLUMN CAPITALS - (4) LOCATIONSEXECUTE A TEST SAMPLE OF THE PROPOSED CLEANING MATERIALS AS PER PROJECT SPECIFICATIONS AND PROPOSED PROTECTION METHODS AS REQUIRED FOR IN-PLACE CLEANING OF STONE. AREA WHERE CLEANING TEST SAMPLE IS TO BE PERFORMED SHALL BE SELECTED BY THE ARCHITECT IN CONSULTATION WITH THE CONTRACTOR. SEQUENCE OF WORK:
a. REMOVE PLANT / BOILOGICAL GROWTH.b. INSPECT FOR OPEN MORTAR JOINTS AND REPAIR BEFORE CLEANING TO PREVENT THE INTRUSION
OF WATER AND OTHER CLEANING MATERIALS INTO THE COLUMNS. c. CLEAN STONE SURFACES.d. AFTER REPAIRS AND REPOINTING HAVE BEEN COMPLETED AND CURED, PERFORM A FINAL
CLEANING TO REMOVE RESIDUES FROM THIS WORK.
REPAIR SCOPE NOTES
CUNLIFF LAKE
TEMPLE TO MUSIC
CONSTRUCTION ACCESS ROAD
FOR DURATION OF PROJECT, CONTRACTOR SHALL PROVIDE OVERHEAD PROTECTION AND TEMPORARY FENCING TO PROVIDE SAFE EGRESS FROM TEMPLE AND AS REQUIRED TO PROTECT THE ENTIRE PERIMETER OF THE BUILDING AND WORK SITE. COORDINATE LOCATION OF TEMPORARY FENCING & LAYDOWN AREAS WITH OWNER. ALL TEMPORARY FENCING AND OVERHEAD PROTECTION PROVIDED ON SITE SHALL BE APPROPRIATELY ANCHORED. REPAIR SURFACES AS REQUIRED WHEN TEMPORARY FENCING AND PROTECTION IS REMOVED. CONTRACTOR AND THEIR ENGINEER ARE RESPONSIBLE FOR DESIGN, LAYOUT, INSPECTION, PERMITTING AND MAINTENANCE OF ALL TEMPORARY FENCING SYSTEMS. SEE PROJECT SPECIFICATIONS FOR REMAINING REQUIREMENTS.
PROVIDE SITE UTILIZATION PLAN FOR OWNER REVIEW AND APPROVAL.
COORDINATE WITH OWNER FOR PARKING AND STORAGE OF MATERIALS.
ADD ALTERNATE #2
GRANITE BOLLARD W/VEHICLE BARRIER (18 EA) @ 4'-0" O.C. SEE (7/A1.1). LAYOUT TO BE REVIEWED AND APPROVED BY OWNER & ARCHITECT IN FIELD PRIOR TO ANY INSTALLATION.
7A1.1
TYP20' - 0"
TY
P2
0' -
0"
TY
P
4' -
0"
OP
EN
ING
8' -
0"
EXISTING PLAZA RETAINING WALLS & STEPS - NOT IN CONTRACT EXCEPT WHERE NOTED
6A1.1
3A1.1
5A1.1
4A1.1
5A1.1
5A1.1
5A1.1
ADD ALTERNATE #3
RESET WEST STEP
ADD ALTERNATE #1
REPAIR CHIPPED MASONRY EDGE WITH STONE MASONRY SURFACE PATCH TO CREATE A SQUARE EDGE - MATCH GEOMETRY, COLOR & TEXTURE OF ADJOINING STONE. SEE DETAIL 8/A-3.3
RE
SE
T PA
VE
RS
+/- 24"
SOLID GRANITE BOLLARD
BASE9"
BA
SE
9"
TO
P6"
TOP6"
PLAN
SCREW LEAD ANCHOR W/ BRONZE RINGS TO LINK 3/8" LANDSCAPE CHAIN, SOLID BRONZE
ELEVATION
1 3
/4"
3' -
6"
9"4
' - 0
" F
OO
TIN
G D
EP
TH
TOPSOIL & SEED AREA DISTRUBED DUE TO INSTALLATION OF BOLLARDS. MATCH ADJOINING AREASSEE REPAIR SCOPE NOTE #1 FOR ADDN'L INFO.
PITCH TOP OF CONCRETE FOOTING
CONCRETE FOOTING
COMPACTED GRAVEL & CRUSHED STONE OVER COMPACTED SUBGRADE
3' -
0"
SOLID GRANITE BOLLARD
2' - 0"
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SITE & FLOORPLAN
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REMOVE BIOLOGICAL GROWTH -REFER TO REPAIR SCOPE NOTE 4A.
REPAIR, FILL & RESET PAVER BAND. MORTAR GAP AT BASE OF CAP STONE ALONG THIS LINE. SEE SCOPE NOTE #1.
1" = 20'-0"1 SITE PLAN
1/8" = 1'-0"2 FLOOR PLAN
1/8" = 1'-0"6 MISSING PLAZA PAVER
1/16" = 1'-0"3 REPAIR CHIPPED STONE
1/16" = 1'-0"5 CLEAN COLUMN CAPITAL
1/16" = 1'-0"4 RESET PLAZA PAVER (WEST EDGE)
3/4" = 1'-0"7 BOLLARD W/VEHICLE BARRIER
REPLACE MISSING PAVER - MATCH GEOMETRY, COLOR & TEXTURE OF ADJOINING STONE
CONTROL JOINT ALONG ENTIRE LENGTH
6A1.2
7A1.2
8A1.2
REMOVE PERIMETER SEALANT REPAINT INTERIOR PAINT. - SEE REPAIR SCOPE NOTE #3 FOR ADDN'L INFO ON CEILING REPAIR WORK.
4
A1.2 TYP
EXISTING PLASTER BEAM SYSTEM WITH ORNATE INSET PANELS TO BE REPLACED WITH FIBERGLASS MOLDED PANELS, REPLICATE EXISTING.
EXISTING FIBERGLASS ORNATE INSET PANELS TO REMAIN
+/- 62' - 6"
+/-
19'
- 0
"
REPAIR WORK LEGEND
REPAIR
PARKING BOLLARD W/ CHAIN BARRIER
SEALANT REMOVAL
1. SITE WORK:
A. VEHICLE BARRIERS & BOLLARDSCLEAR DESIGNATED AREA AS NEEDED FOR INSTALLATION OF BOLLARD FOOTING. DISPOSE OF DEBRIS. EXCAVATE FOR BOLLARD FOOTINGS. AFTER PLACEMENT OF FOUNDATION, BACKFILL AND COMPACT EXCAVATED AREA UTILIZING ORIGINAL SOIL. LOAM & SEED DISTURBED AREAS.
B. RESET PLAZA PAVERS & REPLACE MISSING - WEST EDGE REMOVE (2) OUTSIDE MARBLE PAVER BANDS. RESET IN NEW BED AS REQUIRED TO CREATE A LEVEL PLANE WITH ADJOINING PAVING. REPLACE ALL MISSING & BROKEN PAVERS TO MATCH EXISTING. CAUTION SHALL BE TAKEN IN REMOVING THE EXISTING PAVERS, EXTENT AS IDENTIFIED ON DRAWINGS, SO AS TO AVOID BREAKAGE. THIS OPERATION MUST BE PERFORMED SUCH THAT THE INTEGRITY OF THE PAVER IS MAINTAINED. THE PAVERS SHALL BE STORED AT A LOCATION THAT IS SAFE FROM DAMAGE. THE PAVERS SHOULD BE PLACED ON LEVEL GROUND WHICH WILL PROVIDE EVEN BEARING ACROSS THE PAVER SURFACE. CONTROL JOINT ALONG ENTIRE LENGTH OF INTERFACE WITH EXISTING MARBLE PAVERS. SUBBASE PREP & MORTAR INFO. PER PROJECT SPECIFICATIONS.
2. ROOF & GUTTER REPAIR:
A. REOPEN GUTTER DRAINAGECLEAN & REMOVE DEBRIS (LEAF DETRITUS) AT GUTTER, ALL SIDES. INSPECT & REMOVE ANY BLOCKAGE, BIRD NESTS ETC. AT ATTIC VENTS, NORTH AND SOUTH LOCATION. GUTTERS ARE DRAINED BY RODS SOLDERED WITHIN THREE LION MOUNTH GARGOYLE AT EACH GUTTER END - SIX PER SIDE, 24 TOTAL. ROD OUT & CLEAN DRAINAGE TUBES TO REMOVE ANY BLOCKAGES. INSTALL BASKET STRAINER AT DRAINAGE INLET. 6 PER SIDE.
B. INSTALL DRIP EDGE AT VERTICAL MARBLE SIDEWALL INSTALL DRIP AT ROOF TILE TO SIDEWALL TRANSITION. REPAIR BED JOINT AT ROOF TILE, AS REQ'D TO INSTALL DRIP EDGE.
3. CEILING REPAIR:
A. SEALANT REMOVALNEATLY CUT AND REMOVE EXISTING SEALANT BETWEEN EXTERIOR MARBLE SIDEWALLS & PLASTER CEILING PERIMETER. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. MONITOR DRYING OF EXISTING PERIMETER CEILING CONDITION ONCE REMOVAL IS COMPLETE. NOTIFY OWNER & ARCHITECT PRIOR TO REMOVAL OF PLASTERED FINISH AT BEAM SYSTEM.
B. REPLACE PLASTERED FINISH WITH FIBERGLASS BANDING AT INTERIOR & PERIMETER BEAMSDOCUMENT EXISTING DIEMNSIONS, PROFILE AND INSET RELIEF PRIOR TO DEMO. ORNAMENTAL RELIEF AND RAISED DESIGN TO BE REPLICATED, SECTIONS OF EXISTING PLASTER BANDING TO BE USED AS A MOLD TO FABRICATE FIBERGLASS DUPLICATES. REMOVE EXISTING PLASTER FINISH AT INTERIOR AND PERIMETER BEAM SYSTEM IN ITS ENTIRETY. COORDINATE REMOVAL OF PLASTER AS WELL AS INSTALLATION OF FIBERGLASS BANDING WITH EXISTING INTERIOR FIBERGLASS PANELS. SCRAPE & PREPARE EXISTING SUBSTRATE, MINIMIZE DISTURBANCE TO ADJACENT SURFACES, RESTORE AS REQUIRED. DO NOT ALLOW RUBBLE TO FREE FALL ONTO ANY PART OF EXISTING STRUCTURE BELOW THE WORK AREA. IN CONFORMANCE WITH EXISTING DIMENSIONS & PROFILE, INSTALL WOOD BLOCKING, NAILING STRIPS OR PLYWOOD TO PROVIDE A LEVEL SUBSTRATE FOR ATTACHMENT OF FIBERGLASS.
C. PAINT PAINT ALL NEWLY INSTALLED FIBERGLASS BANDING TO MATCH EXISTING. REPAIR ANY DAMAGED AND MISSING PAINT AT INTERIOR CEILING AREAS. PREPARE SURFACES TO BE PAINTED ACCORDING TO THE SURFACE-PREPARATION SCHEDULE AND WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH SUBSTRATE CONDITION. CLEANING AND REPAIRED SURFACES ARE TO HAVE A UNIFORM APPEARANCE, SO SURFACE BLENDS SMOOTHLY INTO SURROUNDING AREAS.
4. MASONRY REPAIR:
A. REMOVAL ORGANIC GROWTH AT COLUMN CAPITALS - (4) LOCATIONSEXECUTE A TEST SAMPLE OF THE PROPOSED CLEANING MATERIALS AS PER PROJECT SPECIFICATIONS AND PROPOSED PROTECTION METHODS AS REQUIRED FOR IN-PLACE CLEANING OF STONE. AREA WHERE CLEANING TEST SAMPLE IS TO BE PERFORMED SHALL BE SELECTED BY THE ARCHITECT IN CONSULTATION WITH THE CONTRACTOR. SEQUENCE OF WORK:
a. REMOVE PLANT / BOILOGICAL GROWTH.b. INSPECT FOR OPEN MORTAR JOINTS AND REPAIR BEFORE CLEANING TO PREVENT THE INTRUSION
OF WATER AND OTHER CLEANING MATERIALS INTO THE COLUMNS. c. CLEAN STONE SURFACES.d. AFTER REPAIRS AND REPOINTING HAVE BEEN COMPLETED AND CURED, PERFORM A FINAL
CLEANING TO REMOVE RESIDUES FROM THIS WORK.
REPAIR SCOPE NOTES
3
A1.2
9A1.2
TYP
EXISTING LEAD-COATED COPPER GUTTER LINER W/SIKAFLASH FORM FABRIC LINING, TO REMAIN, SEE 9A/A1.2
EXISTING MARBLE TILE ROOF
9A1.2
A
B
TYP
TYP
EXISTING MARBLE SIDEWALL
EXISTING LEAD-COATED COPPER FLASHING TO BE LIFTED TO ALLOW INSTALL OF DRIP EDGE
CONTINUOUS CLEAT, S.S.
RESET EXISTING MARBLE ROOF TILE, AS NEEDED, FOR DRIP EDGE INSTALLATION
S.S. DRIP EDGE
1 3
/4"
1"
CLEAN GUTTERSEE REPAIR NOTE #2
DRIP EDGE TO BE INSTALLED
SEE REPAIR NOTE #2
EXISTING ATTIC VENT TO BE
CLEANED
A B
EXISTING MARBLE SIDEWALL
REPAIR ANY MISSING OR DAMAGED PAINT AT EXISITNG INTERIOR FIBERGLASS PANELSSEE REPAIR SCOPE NOTE #3
REMOVE EXISTING SEALANT BETWEEN MARBLE SIDEWALL & PERIMETER BEAM IN ITS ENTIRETYSEE REPAIR SCOPE NOTE #3
EXISTING BEAM SYS.+/- 6" V.I.F.
EXISTING TO REMAINORNAMENTAL FIBERGLASS PANEL
EXISTING +/-3" V.I.F.
MA
TC
H E
XIS
TIN
G
ORNAMENTAL PLASTER TO BE REPLACED WITH FIBERGLASS
MOLDED TO REPLICATE EXISTINGSEE REPAIR SCOPE NOTE #3
MAINTAIN EXISTING WEEP HOLES AT INTERIOR FIBERGLASS PANEL ENDS.
RECAULK TRANSITION BETWEEN INTERIOR FIBERGLASS PANEL AND
NEW FIBERGLASS BANDING AT BEAM SYSTEM.
PERIMETER BEAM
REPLACE EXISTING PLASTER MOLDING ALONG ENTIRE PERIMETER WITH FIBERGLASS MOLDING. REPLICATE PLASTER MOLDING PROFILE.
MAINTAIN EXISTING WEEP HOLES AT INTERIOR FIBERGLASS PANEL ENDS. RECAULK TRANSITION BETWEEN INTERIOR FIBERGLASS PANEL AND NEW FIBERGLASS BANDING AT BEAM SYSTEM.
EXISTING LEAD COATED COPPER GUTTER W/SIKALASTIC ROOFING SYSTEM TO REMAIN.
ROD OUT EXISTING LEAD TUBES WITHIN LIONHEAD GARGOLYE, 3 EACH END - 24 TOTAL, SEE REPAIR SCOPE NOTE #2
EXISTING MARBLE ROOF TILE
EXISTING MARBLE SIDEWALLCLEAN GUTTER, ADD STRAINER AT EACH DRAINAGE INLETSEE REPAIR SCOPE NOTE #2
EXISTING LEAD COATED COPPERFLASHING TO REMAIN
SHEET
JOB NO. DATE
ISSUE :
SHEET TITLE
12/8
/202
1 10
:12:
29 A
M
A1.2
REFLECTEDCEILING PLAN &ROOF PLAN
2024A
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NO. REVISION DESCRIPTION DATE
1/8" = 1'-0"1 REFLECTED CEILING PLAN
1/8" = 1'-0"2 ROOF PLAN
1/16" = 1'-0"6 EXISTING BIRD NEST
1/16" = 1'-0"7 TYPICAL PERIMETER CONDITION
1/16" = 1'-0"8 TYPICAL PERIMETER CONDITION 2
1/16" = 1'-0"9 GUTTER TOP & SIDE VIEW, TYPICAL
REMOVE BIRD NEST
REMOVE PERIMETER SEALANT
REPLACE PLASTER COFFER BANDING WITH FIBERGLASS MOLD TO REPLICATE EXISTING. REPAINT INTERIOR PAINT MISSING OR DAMAGED BEYOND PERIMETER - SEE REPAIR SCOPE NOTE #3 FOR ADDN'L INFO.
3" = 1'-0"4 COFFER DETAIL, TYPICAL
1 1/2" = 1'-0"3 GUTTER DETAIL
DRIP EDGE DETAILPROCIDE MOCKUP 12" LONG FORAPPROVAL PRIOR TO FABRICATION
EXISTING MARBLE
PLAN DETAIL THROUGH CRACK PRIOR TO REPAIR
EXISTING CRACK IN MARBLE GREATER THAN 1/16" BUT LESS THAN 1/8"
EXISTING MARBLE
PLAN DETAIL THROUGH CRACK AFTER REPAIR
INJECT WITH SPECIFIED EPOXY (RECESSED BELOW GRANITE SURFACE)
PROTECT AND KEEP FRONT OF CRACK AND ADJACENT SURFACES CLEAR OF GROUT
STEP 1
EXISTING MARBLE
EXISTING MORTAR
GRIND OUT A NARROW LINE ALONG THE CENTER OF JOINT. ADJACENT MARBLE SHALL NOT BE DAMAGED DURING GRINDING OF JOINTS
REMOVE MORTAR TO 3/4" OR 3X JOINT WIDTH, OR UNTIL SOUND MORTAR, WHICHEVER IS GREATER
EXISTING MARBLE
EXISTING MORTAR
REMOVE MORTAR FOR WIDTH OF JOINT BY CUTTING, USING HAND HELD OR LIGHT PNEUMATIC TOOLS ONLY, MORTAR SHALL BE REMOVED WITHOUT REMOVING EXISTING STONE OR WIDENING EXISTING JOINTS
REMOVE MORTAR TO 3/4" OR 2X JOINT WIDTH, OR UNTIL SOUND MORTAR, WHICHEVER IS GREATER
STEP 2
EXISTING MARBLE
STEP 3
APPLY PRE-HYDRATED POINTING MORTAR IN 1/4" DEEP LAYERS AFTER PREVIOUS LAYER HAS BEEN TOOLED. TOOL MORTAR WHEN IT BECOMES "THUMBPRINT" HARD
EXISTING MARBLE
INSTALL SECOND LAYER AND TOOL
APPLY PRE-HYDRATED POINTING MORTAR IN 1/4" DEEP LAYERS AFTER PREVIOUS LAYER HAS BEEN TOOLED. TOOL MORTAR WHEN IT BECOMES "THUMBPRINT" HARD.
STEP 4
EXISTING MARBLE
INSTALL LAST LAYER AND TOOL TO SHAPE TO MATCH ORIGINAL JOINT PROFILE AS DETERMINED VIA MOCK-UP AND APPROVAL BY THE DESIGN AGENT AND OWNER.
DO NOT ALLOW MORTAR TO COME INTO CONTACT WITH OR RESIDUE TO REMAIN ON ANY EXPOSED MARBLE SURFACES.
STEP 5
REPOINTING SCHEDULE
REMOVE EXISTING MORTAR TO A DEPTH OF 3/4", 2X JOINT WIDTH, OR TO SOUND ORIGINAL MORTAR (WHICHEVER IS GREATER).
FLUSH OUT LOOSE MATERIAL WITH AIR SPRAY.
INSTALL MORTAR IN 1/4" LIFTS UNTIL JOINT IS FILLED AND TOOL TO A SMOOTH FINISH, MATCHING EXISTING SHAPE. INSTALL A MINIMUM OF THREE LIFTS WITH EACH LIFT BEING NO MORE THAN 1/4" DEEP.
DISCARD ANY UNUSED MORTAR NOT USED WITHIN 2-1/2 HOURS AFTER INITIAL ADDITION OF WATER.
DO NOT DAMAGE FACE OF MARBLE UNITS. ALL MASONRY UNITS DAMAGED DURING MORTAR REMOVAL AND REPOINTING ACTIVITIES SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER.
SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
VARIES
PLAN DETAIL THROUGH CRACK PRIOR TO REPAIR
PLAN DETAIL THROUGH CRACK AFTER REPAIR
EXISTING MARBLE
EXISTING WIDE OR ROUTED CRACK IN GRANITE GREATER THAN 1/8"
VARIES
MIN
. 1"
EXISTING MARBLE
INJECT WITH SPECIFIED PATCHING EPOXY, RAKE FLUSH WITH SURFACE OF MARBLE
ROUT OUT AS REQUIRED TO CRATE A SQUARE JOINT
INJECT SPECIFIED EPOXY
EXISTING MARBLE
REPOINTING TYP., SEE NOTES THIS SHEET
PROVIDE SQUARE CUT (TYPICAL)NEW STONE TO MATCH COLOR AND PROFILE OF SURROUNDING STONESNEW STONE REPAIR MORTAR INSTALL WITH STRICT ACCORDANCE TO INSTALLATION SPECIFICATIONS
SEQUENCE OF WORK
1. SQUARE UP THE CIPPED AREA INTO A REGULAR SLOT.
2. VERIFY CONTACT SURFACES OF THE REPAIR STONE WILL FIT THE SLOT CREATED.
3. APPLY EPOXY MIX ONTO THE PREP'D SURFACED AS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.
4. INSTALL REPAIR STONE PIECE INTO THE SLOT, PRESS AND HOLD PER MANUFACTURER'S RECOMMENDATIONS.
5. CLEAN EXPOSED SURFACES OF STONE OR ANY OVERRUN OR RESIDUE WITH DAMP RAG PROMPTLY.
EXISTING MARBLE
NEW MORTAR TYP. ALL FOUR SIDES
CONTRACTOR IS TO PROVIDE TEMPORARY SUPPORT FOR ADJOINING STONE PRIOR TO ANY STONE REMOVAL FOR RESETTING PURPOSES.
3/4" DIAMETER TYPE 304 SS THREADED ROD PIN SET IN EPOXY
PREP BACKUP MASONRY TO RECEIVE PINS
SOLID GROUT STONE TO ALIGN WITH AJOINING SURFACES 3"
3"
SHEET
JOB NO. DATE
ISSUE :
SHEET TITLE
12/8
/202
1 10
:12:
37 A
M
A3.3
TYPICALDETAILS
2024A
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BID SET
3" = 1'-0"2
TYPICAL VIRGIN CRACK REPAIR ATMARBLE
3" = 1'-0"1 TYPICAL REPOINTING DETAILS
3" = 1'-0"3
TYPICAL WIDE OR ROUTED CRACKREPAIR AT MARBLE - OUTER SURFACES
NTS4 TYPICAL SEALANT CHART
NTS5 TYPICAL SEALANT PROFILES
NTS6
LEAD "T" CAP JOINTS - SECTIONDETAILS
NO. REVISION DESCRIPTION DATE
3" = 1'-0"8 TYPICAL DUTCHMAN DETAIL (SMALL)
3" = 1'-0"7 TYPICAL STONE RESET DETAIL
