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<br />I
<br />0
<br />ABBIREI IO
<br />DEMOLITION GENERAL NOTES:
<br />CONSTRUCTION GENERAL NOTES:
<br />A.
<br />THESE DRAWINGS WERE PREPARED BASED ON PROVIDED INFORMATION OBTAINED FROM SITE
<br />A.
<br />PROTECT ALL EXISTING FINISHES, EQUIPMENT, AND FIXTURES FROM DAMAGE.
<br />0
<br />DIAMETER
<br />I.D.
<br />INSIDE DIAMETER
<br />THK. THICKNESS
<br />OBSERVATIONS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO DEMOLITION
<br />ACT
<br />ACOUSTICAL CEILING TILE
<br />i.e.
<br />THAT IS
<br />T.O. TOP OF
<br />NOTIFY A/E IN CASE OF DISCREPANCIES. DEMOLITION IS TO BE EXECUTED SO AS NOT TO
<br />B.
<br />SEE SHEET FOR SYMBOLS LEGEND.
<br />DISTURB EXISTING STRUCTURAL & ROOFING SYSTEMS, AND OTHER AREAS THAT ARE TO REMAIN.
<br />A.F.F
<br />ABOVE FINISHED FLOOR
<br />INSUL.
<br />INSULATION
<br />TYR TYPICAL
<br />VERIFY ALL CONSTRUCTION TO BE REMOVED THAT IS NOT INTEGRAL TO STRUCTURAL SYSTEM PRIOR
<br />C.
<br />SEE SHEET A5.0 SERIES FOR EXTERIOR WALL ASSEMBLY TYPES AND KEY NOTES.
<br />TO DEMOLITION,
<br />ALUM
<br />ALUMINUM
<br />INT
<br />INTERIOR
<br />UR URINAL
<br />D.
<br />ADDITIONAL NOTES MAY BE FOUND ON OTHER SHEETS AS REQUIRED.
<br />ANSI
<br />AMER NAT'L STAND INST.
<br />FRP
<br />FIBER REINFORCE PANEL U/S UNDERSIDE
<br />B.
<br />.
<br />DIMENSIONS AND CONFIGURATIONS OF EXISTING CONDITIONS SHALL BE VERIFIED IN THE FIELD AND
<br />ANY DISCREPANCIES OR CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE McDONALD'S
<br />E.
<br />NOT USED
<br />APPROX.
<br />APPROXIMATE, APPROX
<br />JAN.
<br />JANITOR
<br />U.O.N. UNLESS OTHERWISE NOTED
<br />ACM FOR RESOLUTION.
<br />B.C.
<br />BOTTOM OF
<br />JT.
<br />JOINT
<br />V.P. VENT PIPE
<br />F.
<br />QC TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL SIGNS AT LOCATIONS AND POSITIONS
<br />C.
<br />DEMOLITION CONTRACTOR TO COORDINATE & REVIEW ALL CONSTRUCTION DOCUMENTS & DETERMINE
<br />INDICATED IN PACKAGE OR AS REQUIRED BY LOCAL CODES. SIGNAGE PACKAGE SUPPLIED BY:
<br />BD.
<br />BOARD
<br />LAV
<br />LAVATORY
<br />VCT VINYL COMPOSITION TILE
<br />THE EXTENT OF DEMOLITION WORK & BECOME FAMILIAR WITH THEM THOROUGHLY BEFORE
<br />FORREST PERMA-SIGN
<br />BRG.
<br />BEARING
<br />LB
<br />POUND
<br />VB VINYL BASE
<br />0
<br />PERFORMING ANY DEMOLITION WORK. BY THE ACT OF STARTING DEMOLITION, THE CONTRACTOR
<br />9292 1ST ST., BOX 588
<br />WILL BE DEEMED TO HAVE COMPLIED WITH THE AFOREMENTIONED, TO HAVE ACCEPTED SUCH
<br />NEW ROCHELLE, NY 10802
<br />BTWN.
<br />BETWEEN
<br />L.P.
<br />LOW POINT
<br />VIF VERIFY IN FIELD
<br />CONDITIONS, AND TO HAVE MADE THE NECESSARY ALLOWANCES IN PREPARING THEIR BID.
<br />1-800-214-8765 www.forrestpermasigns.c®m
<br />C.J.
<br />CONTROL JOINTS
<br />MATL,
<br />MATERIAL
<br />W WIDE
<br />D.
<br />ELECTRICAL DEMOLITION NOTE: REFER TO ELECTRICAL DRAWINGS FOR DETAILED ELECTRICAL
<br />G.
<br />PROVIDE SAMPLES OF FINISH MATERIALS TO OWNERS REP. FOR APPROVAL PRIOR TO ORDERING.
<br />IN ADDITION TO GENERAL NOTES
<br />CL
<br />CENTERLINE
<br />MAX.
<br />MAXIMUM
<br />W/ WITH
<br />DEMOLITION INFORMATION.
<br />H.
<br />TEMPERED GLAZING (SAFETY GLASS) TO BE USED IN AREAS WITHIN 18" OF THE FINISHED FLOOR
<br />SHOWN
<br />HERE,
<br />REFER TO PROJECT
<br />CLG.
<br />CEILING
<br />MFR.
<br />MANUFACTURER
<br />WC WATER CLOSET
<br />E.
<br />VERIFY WITH OWNER DISPOSITION OF ALL FURNISHINGS, MILLWORK, LIGHTING FIXTURES, INTERIOR
<br />AND 24" FROM AN OPERABLE DOOR.
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<br />FOR 2 O 1 BUILDING
<br />L D I N O
<br />CLR.
<br />CLEAR
<br />MIN.
<br />MINIMUM
<br />WD WOOD
<br />ELEMENTS, ETC. TO BE ,REMOVED &/OR SALVAGED. ALL ITEMS TO BE DISPOSED SHALL BEMANUAL,
<br />DISPOSED OF OFF -SITE, IN AN EXPEDITIOUS AND LEGAL MANNER.
<br />1.
<br />SEE ELECTRICAL PLANS FOR GENERAL AND KEY NOTES PERTAINING TO ELECTRICAL.
<br />PROGRAM (BLACK FOR
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />M.O.
<br />MASONRY OPENING
<br />WM WIRE MESH
<br />MOD
<br />MODIFIED
<br />F.
<br />ROOFING CONTRACTOR TO FIELD INSPECT EXISTING ROOF FOR WEATHER TIGHTNESS PROPER
<br />C.O.
<br />CLEAN OUT
<br />�
<br />DRAINAGE PRIOR TO BID. ROOFING CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION
<br />!-
<br />FULL PROJECT EC
<br />_
<br />I SPECIFICATIONS.
<br />EC
<br />I FI
<br />CAT
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<br />N
<br />S
<br />COD
<br />COSTUMER ORDER DISPLAY
<br />MTD
<br />MOUNTED
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<br />0
<br />OF EXISTING ROOF CONDITION AND FOR INCLUDING ANY NECESSARY REPAIR/SPLICING COSTS INTO
<br />CONSTRUCTION
<br />NOTES:
<br />.
<br />BID.
<br />COL.
<br />COLUMN
<br />MTL.
<br />METAL
<br />G.
<br />CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING AS REQUIRED TO MAINTAIN
<br />ARCHITECTURAL
<br />-
<br />COLS.
<br />COLUMNS
<br />N.B.C.
<br />NOT IN CONTRACT
<br />z
<br />STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION.
<br />CONC.
<br />CONCRETE
<br />NO.
<br />NUMBER
<br />SEAL
<br />1.
<br />CONTINUOUS SEALANT AND BACKER ROD; PROVIDE AT ALL JOINTS OF EXTERIOR WALL ASSEMBLIES,
<br />CONT.
<br />CONTINUOUS
<br />N/A
<br />NOT APPLICABLE
<br />H.
<br />PROTECT EXISTING WALLS FROM DAMAGE DURING CONSTRUCTION, FLOORS, CEILINGS, ETC. THAT ARE
<br />EVEN IF NOT SHOWN ON THESE DRAWINGS. McDONALD'S ACM TO SELECT SEALANT COLOR TO
<br />TO REMAIN. CONTRACTOR TO PATCH & REPAIR ANY DAMAGED PORTIONS OF THE EXISTING BUILDING
<br />AS REQUIRED TO MATCH THE EXISTING ADJACENT CONSTRUCTION & FINISHES,
<br />MATCH ADJACENT COLOR.
<br />CPL
<br />CEMENT PLASTER
<br />O.C.
<br />ON CENTER
<br />'
<br />D.S.
<br />DOWN SPOUT
<br />O.D.
<br />OUTSIDE DIAMETER
<br />� 862
<br />2.
<br />TYPICAL ARCADE WALL FLASHING. PREFINISHED 24 GA. GALVANIZED BRAKE METAL FLASHING;
<br />REGISTERED?
<br />1.
<br />THIS PLAN INDICATES A GENERAL SCOPE OF WORK TO BE PERFORMED AND DOES NOT RELIEVE
<br />EXTEND VERTICAL LEG A MINIMUM OF 8" ABOVE BOTTOM OF WALL FINISH AND MECHANICALLY
<br />DIA.
<br />DIAMETER
<br />O.F.
<br />OVER FLOW DRAIN
<br />ARC €DI'
<br />THE CONTRACTOR TO COMPLETE THE BUILDING MODIFICATIONS AS SHOWN AND REQUIRED BY THE
<br />FASTEN. SLOPE 1/8" PER FOOT FOR DRAINAGE. TERMINATE WITH 4" FASCIA SECURED WITH
<br />CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, PLUMBING,
<br />CONTINUOUS CONCEALED SPRING CLIP. APPLY SEALANT TO UNDERSIDE OF ASSEMBLY AND AT
<br />DN
<br />DOWN
<br />OPP.
<br />OPPOSITE
<br />ELECTRICAL & HVAC WORK.
<br />LOCATIONS WHERE SIGNAGE IS MOUNTED TO FLASHING. SET SIGNAGE SUPPORT IN WATERPROOF
<br />DTL.
<br />DETAIL
<br />P
<br />PAINTED
<br />J PH A.
<br />OF i
<br />WASH
<br />ASSEMBLY AS RECOMMENDED BY SIGNAGE MANUFACTURER.
<br />J.
<br />IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION OR CONSTRUCTION,
<br />E.I.F.S.
<br />EXT INSUL FINISHING SYST.
<br />P. LAM,
<br />PLASTIC LAMINATE
<br />HE SHALL IMMEDIATELY SUSPEND WORK & NOTIFY THE MCDONALD'S ACM BEFORE PROCEEDING.
<br />3.
<br />NEW TPO ROOFING SPLICING/REPAIRS WITH METAL ERA FASCIA (800.558.2162)
<br />ELEC.
<br />ELECTRIC, ELECTRICAL
<br />PART.
<br />PARTITION
<br />K.
<br />DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER & IN STRICT ACCORDANCE WITH OSHA
<br />4.
<br />UNLESS OTHERWISE NOTED, PROVIDE FIBERGLASS BATT INSULATION WITH VAPOR BARRIER FACING
<br />EP
<br />ELECTRICAL PANEL
<br />PLYWD.
<br />PLYWOOD
<br />REGULATIONS. SAFETY MEASURES AND PROCEDURES ARE THE CONTRACTORS RESPONSIBILITY.
<br />AS SHOWN. INSTALL IN A MANNER WHICH PROVIDES A CONTINUOUS THERMAL BARRIER BETWEEN
<br />EQ.
<br />EQUAL
<br />POLY.
<br />POLYETHYLENE
<br />CONDITIONED AND UNCONDITIONED SPACES. MOUNTING CONDITIONS VARY. PROVIDE ANCHORING
<br />L.
<br />THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS
<br />DEVICES AND ASSEMBLIES AS RECOMMENDED BY MFR. SEAL TIGHTLY.
<br />EXIST.
<br />EXISTING
<br />P.O.S.
<br />POINT OF SALE
<br />NOT LIMITED TO THE DEMOLITION AND REMOVAL OF ANY WALLS, COUNTERS, FURNITURE,
<br />BULKHEADS, DOORS, PLUMBING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND
<br />5.
<br />TRELLIS/CANOPY/SCREEN/AWNING CONNECTION TO EXISTING STRUCTURE TO BE DESIGNED AS
<br />EXP
<br />EXPANSION
<br />PTD
<br />PAINTED
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<br />DUCTWORK AS SHOWN ON THE DRAWINGS OR AS REQUIRED TO COMPLETE THE INSTALLATION OF
<br />REQUIRED BY MANUFACTURER. COORDINATE WITH STRUCTURAL ENGINEER'S DRAWINGS.
<br />EXT.
<br />EXTERIOR
<br />PL.
<br />PLATE
<br />o
<br />_ W
<br />Q
<br />THE NEW WORK FOR A COMPLETE JOB.
<br />N RF ® _
<br />Co
<br />M.
<br />REMOVE ANY SINKS, WATER CLOSETS, URINALS, LAVATORIES, FLOOR DRAINS, NOTED ON DRAWINGS
<br />6.
<br />„
<br />WOOD BLOCKING WITH CONTINUOUS FLASHING THAT EXTENDS 8 ABOVE BOTTOM EDGE OF STUCCO�-
<br />F.E.
<br />FIRE EXTINGUISHER
<br />PR
<br />PAIR
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<br />AS WELL AS ALL ASSOCIATED PLUMBING ACCESSORIES. CAP, PLUG ALL ABANDONED SUPPLY
<br />AND TERMINATES WITH A DRIP EDGE BELOW FASCIA.
<br />FF
<br />FINISH FLOOR
<br />P.T.
<br />PRESERVATIVE TREATED
<br />WOOD
<br />Q �g ct Q
<br />WASTE LINES. PATCH & SEAL ALL FLOOR PENETRATIONS. SEE MECHANICAL & PLUMBING
<br />,y ,D ° s'
<br />FL.
<br />FLOOR
<br />R.D.
<br />ROOF DRAIN
<br />�
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<br />DRAWINGS FOR DETAILED DEMOLITION NOTES.
<br />7.
<br />16 X 16 X 4 ROOF VENT AT 20 -0 O.C. MIN. FLASH AND SEAL - COORDINATE WITH DETAILS
<br />FIN.
<br />FINISHED)
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<br />W
<br />N.
<br />WHEN UTILITIES ARE REMOVED, CAP & SEAL A MINIMUM OF S" BELOW FINISH FLOOR OR A
<br />8.
<br />NEW McDONALD'S SIGN - GC TO COORDINATE LOCATION AND SUPPORT AND POWER REQUIREMENTS
<br />F.O.
<br />FACE OF
<br />REF.
<br />REFER, REFERENCE
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<br />MINIMUM OF 6" ABOVE FINISH CEILING.
<br />W/ SIGN MANUFACTURER.
<br />FT
<br />FEET
<br />REQ°D
<br />REQUIRED
<br />GA.
<br />GAUGE
<br />R.O.
<br />ROUGH OPENINGLn
<br />0
<br />0.
<br />SAW -CUT & REMOVE EXISTING SLABS AS REQUIRED FOR UNDERGROUND ELECTRICAL & PLUMBING
<br />9.
<br />NEW DRAFT STOPPING AS REQUIRED: 5/8" TYPE "X" GYP. BD. OVER WOOD STUDS EVERY 20'-0'°
<br />G.C.
<br />GENERAL CONTRACTOR
<br />R.T.U.
<br />ROOF TOP UNIT
<br />LINES. REFER TO PLUMBING, ELECTRICAL & KITCHEN DRAWINGS FOR ALL SAW -CUTS & TRENCHING
<br />MAX. (TYP.) DRAFT STOPPING TO RUN PERPENDICULAR TO VENTS.
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<br />WORK REQUIRED. ALL CONCRETE FLOOR WORK TO BE FINISHED FLUSH WITH EXISTING FLOOR.
<br />GL
<br />GLAZING
<br />SF
<br />SQUARE FEET
<br />zfD -�U,
<br />DOWEL NEW SLABS TO EXISTING W/ 4 RE-INFORCING BAR @ 24" O.C. EACH SIDE (STAGGERED).
<br />10.
<br />EXISTING ALUMINUM LOUVERED VENT WITH INSECT SCREEN PER ORIGINAL BUILDING DRAWINGS. IF
<br />'''�
<br />3
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<br />"RE -BAR" TO EXTEND 6" INTO EXISTING SLAB & ACROSS CUT OPENING. SECURE RE -BAR INTO
<br />NON-EXISTENT AND/OR NOT PROPERLY FUNCTIONING, REMOVE AND REPLACE WITH NEW 8" X 8"
<br />GYP.
<br />GYPSUM
<br />SQ. IN.
<br />SQUARE INCHES
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<br />L�
<br />EXISTING SLAB W/ EPDXY GROUT.
<br />VENT AT EXISTING MANSARD ROOF AREA AT 10'-0" O.C. FLASH AND SEAL.
<br />GWB
<br />GYPSUM WALL BOARD
<br />SO
<br />SUSPENDED CEILING
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<br />P.
<br />VERIFY PLUMBING DEMOLITION WORKS WITH NEW TOILET LAYOUT, REFER PLUMBING DRAWINGS.
<br />1 1.
<br />LED LIGHT FIXTURE. SEE ELEVATIONS ON SHEETS A2.0 AND A2.1 AND ELECTRICAL DRAWINGS.
<br />H
<br />HIGH
<br />S.C.
<br />SMOOTH CONCRETE
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<br />HB.
<br />HOSE BIBB
<br />SCW
<br />SOLID CORE WOOD
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<br />2
<br />Q.
<br />CUT ALL EXISTING PLUMBING RISERS AND EXTEND UNDERSLAB PIPING TO NEW PLUMBING CHASE
<br />12.
<br />PROVIDE VENTS UNDER METAL -ERA FASCIA.
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<br />LOCATION AS REQUIRED,
<br />HDW
<br />HARDWARE
<br />S.S.
<br />STAINLESS STEEL
<br />13.
<br />EXISTING CEILING. OPEN AS REQUIRED TO PERFORM WORK IN PLENUM SPACE ABOVE AND AT
<br />HGT.
<br />HEIGHT
<br />SIM.
<br />SIMILAR
<br />R.
<br />EXISTING BUILDING SIGNAGE - CONTRACTOR TO SELECTIVELY REMOVE AND COORDINATE
<br />EXTERIOR WALLS. PATCH/REPLACE UPON COMPLETION OF WORK. SEE INTERIOR DESIGN/DECOR
<br />TRANSFER/DISPOSAL OF WITH MCDONALDS A.C.M. COORDINATE DE -ENERGIZING OF CONNECTIONS
<br />DRAWINGS FOR FINISHES.
<br />HM
<br />HOLLOW METAL
<br />SPECS
<br />SPECIFICATIONS
<br />PRIOR TO DEMOLITION. COORDINATE RE -USE OR ABANDONMENT OF UTILITIES. ABANDONED POWER
<br />H.P.
<br />HIGH POINT
<br />STL.
<br />STEEL
<br />SHALL BE REMOVED BACK TO PANEL/BREAKER. CONDUIT MAY REMAIN.
<br />14.
<br />SEE A5.0 SERIES DRAWINGS FOR FRAMING INFORMATION AT NEW WALL AND PARAPET
<br />CONSTRUCTION, ARCH WALL SECTIONS AND CONSTRUCTION DETAILS.
<br />HT.
<br />HEIGHT
<br />T
<br />TILE
<br />S.
<br />REMOVE ALL GUTTERS AND DOWNSPOUTS, UNLESS OTHERWISE NOTED. SEAL ALL ASSOCIATED
<br />HVAC
<br />HEATING, VENTILATION, A/C
<br />T & G
<br />TONGUE AND GROOVE
<br />OPENINGS IN PARAPET WALLS AND/OR ROOFS AND REROUTE ACCORDINGLY.
<br />15.
<br />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.
<br />H.W.H.
<br />HOT WATER HEATER
<br />TELE.
<br />TELEPHONE
<br />T.
<br />REMOVE ALL FLAGPOLES AND ASSOCIATED SUPPORTS ATTACHED TO MANSARD ROOF.
<br />PROVIDE R-19 BATT INSULATION WITH VAPOR BARRIER FACING IN VOIDS BETWEEN STUDS.
<br />COORDINATE WITH EXTERIOR WALL ASSEMBLY TYPES ON SHEET A5.0 FOR EXTERIOR FINISH
<br />U.
<br />CONTRACTOR SHALL VERIFY ALL IMPORTANT EXISTING ELEVATION HEIGHTS ABOVE FINISH SLAB,
<br />INFORMATION AND WITH INTERIOR DESIGN/DECOR DRAWINGS FOR INTERIOR GYP. BD. FINISH
<br />INCLUDING, BUT NOT LIMITED TO: WINDOW SILL, WINDOW HEADS, TOPS OF WALLS, BOTTOM OF
<br />INFORMATION.
<br />MANSARD ROOF SOFFITS, TOPS OF PARAPETS, ETC.
<br />16.
<br />NOT USED.
<br />V.
<br />REPLACE/ REPAIR ANY DAMAGED VAPOR BARRIER WHICH OCCURS IN CONSTRUCTION PROCESS.
<br />17.
<br />NOT USED.
<br />W.
<br />REMOVE ALL MANSARD ROOF TILES.
<br />z
<br />18.
<br />CENTER INDICATED WALL SCONCE LIGHT FIXTURE ON DOOR BELOW.
<br />X.
<br />REMOVE ALL EXTERIOR CAMERAS AND OTHER EXTERIOR MOUNTED SECURITY EQUIPMENT AS
<br />NECESSARY TO PERFORM WORK.
<br />19.
<br />COORDINATE WITH INTERIOR DESIGN/DECOR DRAWINGS FOR FURNITURE, FIXTURE, AND FINISH00
<br />MODIFICATIONS. SEATING, TABLES, FIXTURES, AND SERVICE ITEMS NEED TO BE BROUGHT TO ADA
<br />SPECIAL DEMOLITION NOTES:
<br />COMPLIANCE.
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<br />20.
<br />CONTINUOUS PRE -FINISHED ALUMINUM FLASHING TO EXTEND 4" ABOVE BOTTOM EDGE OF FINISH
<br />1.
<br />DURING THE DEMOLITION PHASE, CONTRACTOR SHALL PROBE AND PHOTOGRAPH THE EXISTING
<br />AND TERMINATE WITH DRIP EDGE.
<br />FRAMING WITHIN THE BUILDING FOR CONFORMANCE WITH CONSTRUCTION DOCUMENTS AND MEASURE
<br />�-
<br />THE SIZES OF THE BEAMS AND COLUMNS THAT MAY BE IN CONFLICT. THIS INFORMATION SHALL BE
<br />21.
<br />TRELLIS/CANOPY INFILL PANEL; SLOPE 1/4" PER 12"
<br />[K
<br />SENT TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW. (NOT APPLICABLE FOR THIS
<br />w
<br />PROJECT.)
<br />22.
<br />NEW WINDOW ASSEMBLY WITH INTERIOR SILL. PROVIDE SEALANT AND BACKER ROD AT TOP AND
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<br />BOTTOM OF NEW WINDOW ASSEMBLY.
<br />2.
<br />WHERE SCOPE OF WORK REQUIRES, REMOVE TOILET ROOM PARTITIONS, CONC. CEILINGS, DOORS
<br />AND FRAMES, FINISHES, ACCESSORIES AND FIXTURES IN MEN'S & WOMEN'S ROOM. COORDINATE
<br />23.
<br />WEEP SCREED.
<br />Q
<br />DEMOLITION WITH NEW TOILET ROOM CONSTRUCTION.
<br />24.
<br />PREFABRICATED CUSTOM CAP WITH 24 GA. PRE -FINISHED COVER (SEE ELEVATIONS FOR COLOR) BY
<br />0 0
<br />METAL -ERA (800.558.2162) OVER TPO ROOF MEMBRANE. LAP TPO DOWN BLOCKING UNDER
<br />0�
<br />FASCIA.
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<br />25.
<br />ALIGN END OF TRELLIS BAND WITH EDGE OF OPENING AT PARAPET ABOVE.
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<br />26.
<br />REMOVE PORTION OF EXISTING STRUCTURE AS REQUIRED TO ACCOMMODATE NEW WORK.
<br />REINFORCE AS SHOWN ON DRAWINGS TO MAINTAIN STRUCTURAL INTEGRITY.
<br />27.
<br />8X8 GABLE VENT AT 10'-0" O.C. MAX
<br />-l$
<br />0
<br />m
<br />28.
<br />ADJUST ALL DOOR CLOSERS TO OPERATE AT 5 LBS MAX. EFFORT WITH A 3-SECOND CLOSING
<br />�
<br />SPEED - ADJUST SO THAT IT AT LEAST TAKES 5 SECONDS FOR THE DOOR TO MOVE FROM 90
<br />0
<br />DEGREES OPEN TO 3 INCHES DEGREES FROM THE LATCH. IF ADJUSTMENT IS NOT FEASIBLE,
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<br />REPLACE CLOSER TO MEET THIS CRITERIA.
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<br />SHEET NUMBER
<br />G 1
<br />Architecture
<br />
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