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NOTES:
<br />� KEYNOTE SCHEDULE A. LIST 15 FOR REFERENCE TO ALL KEYNOTES USED ON ALL SHEETS
<br />NOT ALL NOTES ARE USED ON THE PROJECTTHIS
<br />DIVISION 1 - GENERAL
<br />DIV15ION 5 - METALS
<br />DIVISION
<br />8 - DOORS AND WINDOWS
<br />DIVISION 14 - CONVEYING SYSTEMS
<br />1.01
<br />INDICATES PATH OF EGRES51 44" CLEAR UNLESS OTHERWISE NOTED
<br />5.01
<br />AT PERIMETER STUD FURRING, PROVIDE CONTINUOUS TRACK INSTALLED 1/2" ABOVE FINISHED
<br />8.04
<br />PREFINISHED ALUMINUM BREAK METAL TO MATCH ALUMINUM STOREFRONT FRAME COMPONENTS FULLY
<br />NONE
<br />1.03
<br />DASHED LINE INDICATES CLEAR FLOOR AREA FOR HANDICAP ACCESSIBILITY
<br />CONCRETE FLOOR SLAB ELEVATION
<br />ADHERED TO PLYWOOD WITH EXTERIOR GRADE CONSTRUCTION ADHESIVE
<br />1.04
<br />5'4' DIAMETER TURNING RADIUS
<br />5.02
<br />AT PERIMETER STUD FURRING, PROVIDE 2" X 2" X 3" HIGH 18 GA. CLIP ANGLE FASTENED WITH (2) #10
<br />8.10
<br />ALUMINUM STOREFRONT SYSTEM, REFER TO FRAME OPENING SCHEDULE
<br />1.10
<br />ROOF PARAPET, SEE WALL SECTIONS AND ROOF DETAILS
<br />TEK SCREWS AND (2) 0.145 DIAMETER POWDER DRIVEN FASTENERS. PROVIDE AND INSTALL CLIP ANGLE
<br />8.11
<br />ALUMINUM STOREFRONT ENTRANCE SYSTEM, REFER TO FRAME OPENING SCHEDULE
<br />1.20
<br />BUILDING ELEMENT/CONSTRUCTION BEYOND
<br />AT BOTTOM, MIDDLE AND TOP OF STUD
<br />8.12
<br />DRIVE-THRU WINDOW UNIT, REFER TO FRAME OPENING SCHEDULE AND ELECTRICAL DRAWINGS
<br />1.21
<br />DASHED LINE INDICATES OUTLINE OF ROOF BEYOND OR ABOVE
<br />5.10
<br />STEEL COLUMN REFER TO STRUCTURAL DRAWINGS
<br />8.20
<br />HOLLOW METAL DOOR AND FRAME, REFER TO FRAME OPENING SCHEDULE. PROVIDE (3) JAMB ANCHORS
<br />1.22
<br />RTU BEYOND, SEE ROOF PLAN
<br />5.11
<br />STEEL BEAM REFER TO STRUCTURAL DRAWINGS
<br />PER SIDE
<br />1.30
<br />PARAPET BREAK FOR ROOF ACCESS, REFER TO ROOF PLAN
<br />5.12
<br />STEEL ANGLE, REFER TO STRUCTURAL DRAWINGS
<br />8.50
<br />ADA COMPLIANT ALUMINUM THRESHOLD, 1/4" HIGH X 4" WIDE X FULL LENGTH OF OPENING. THRESHOLD
<br />1.31
<br />PROVIDE BREAK IN TRIM AT ELECTRIC SERVICE AND DOWNSPOUT LOCATIONS
<br />5.13
<br />STEEL CHANNEL, REFER TO STRUCTURAL DRAWINGS
<br />SHALL HAVE BEVELED EDGES AND SHALL BE RIBBED. SET IN BED OF SEALANT
<br />1.40
<br />BULKHEAD OR SOFFIT ABOVE, SEE REFLECTED CEILING PLAN AND/OR WALL SECTIONS
<br />5.14
<br />14.5.5. FRAMING, REFER TO STRUCTURAL DRAWINGS
<br />8.57
<br />RAIN DRIP, REFER TO HARDWARE SCHEDULE
<br />1.41
<br />DASHED LINE INDICATES CANOPY OR AWNING ABOVE (OR BELOW AS APPLICABLE). REFER TO WALL
<br />5.15
<br />STEEL PLATE, REFER TO STRUCTURAL DRAWINGS
<br />SECTIONS AND EXTERIOR ELEVATIONS
<br />5.16 STEEL PLATE WITH EMBEDDED ANCHORS REFER TO STRUCTURAL DRAWINGS
<br />1.42
<br />OUTLINE OF RTU CURB ABOVE
<br />5.17
<br />ANCHOR BOLT, REFER TO STRUCTURAL DRAWINGS
<br />DIVISION
<br />9 - FINISHES
<br />DIVISION 15 - MECHANICAL
<br />1.43
<br />EYEBROW CANOPY ABOVE STOREFRONT GLAZING SYSTEM. REFER TO DETAIL ON SHEET All
<br />5.19
<br />THRU-BOLT, REFER TO STRUCTURAL DRAWINGS
<br />9.15
<br />PROVIDE 3 5/8" 20 GA METAL STUD FURRING WITH R-13 BATT INSULATION AT CAVITY AND 5/a" GWB WITH
<br />15.05 GAS METER. REFER TO CIVIL AND PLUMBING DRAWINGS, PAINT TO MATCH ADJACENT WALL IF ALLOWED
<br />1.44
<br />STEEL FRAMED CANOPY, REFER TO WALL SECTIONS AND DETAILS ON SWEET A1.3
<br />5.20
<br />STEEL JOIST, REFER TO STRUCTURAL DRAWINGS
<br />LEVEL 4 FINISH. EXTEND ALL FULL HEIGHT TO ROOF DECK
<br />BY GAS COMPANY
<br />1.50
<br />LINE OF WALL BELOW
<br />5.21
<br />STEEL GIRDER, REFER TO STRUCTURAL DRAWINGS
<br />q.16
<br />PROVIDE 6" 20 GA METAL STUD FURRING WITH R-19 BATT INSULATION AT CAVITY AND 5/8" GWB WITH LEVEL
<br />15.10 ROOFTOP HVAC UNIT AND CURB. SEE ROOF PLAN, MECHANICAL AND STRUCTURAL DRAWINGS. REFER TO
<br />1.61
<br />DASHED LINE INDICATES LOCATION OF ROOF JOIST BELOW. REFER TO WALL SECTIONS AND
<br />5.22
<br />STEEL JOIST BRIDGING, SEE STRUCTURAL DRAWINGS
<br />4 FINISH. EXTEND ALL FULL HEIGHT TO ROOF DECK
<br />CURB DETAIL ON SWEET A1.2. ALL RTU'S TO BE LOCATED 10-0" MINIMUM FROM PARAPET WALLS.
<br />STRUCTURAL DRAWINGS
<br />5.30
<br />METAL ROOF OR FLOOR DECK, REFER TO STRUCTURAL DRAWINGS
<br />9.20
<br />5/8" GYPSUM WALLBOARD (GWB), MOISTURE RESISTANT 15 REQUIRED AT ALL PLUMBING WALLS
<br />COORDINATE RTU LOCATIONS WITH ROOF FRAMING PLAN (EXACT LOCATIONS MAY BE SHIFTED TO ALIGN
<br />1.52
<br />OPEN TO BEYOND
<br />5.40
<br />METAL STUD FRAMING (WIDTH AS INDICATED) REFER TO STRUCTURAL DRAWINGS FOR GAUGE �
<br />q,21
<br />" " "
<br />5/S TYPE X FIRE RATED GYPSUM WALLBOARD (GWB)
<br />WITH STEEL JOIST LAYOUT)
<br />1.80
<br />WALL CONSTRUCTION, REFER TO WALL SECTIONS
<br />SPACING AND CONNECTION DETAILS
<br />9.22
<br />5/8" DENSGLASS GOLD SHEATHING
<br />15.11 AIR HANDLER FOR SPLIT AC UNIT, REFER TO MECHANICAL DRAWINGS
<br />1.90
<br />PARAPET RETURN ON ROOF, SEE ROOF PLAN AND EXTERIOR ELEVATIONS
<br />5.41
<br />METAL STUD BOX BEAM. REFER TO STRUCTURAL DRAWINGS FOR REQUIREMENTS
<br />9.23
<br />5/6" DENSGLASS GOLD FIREGUARD SHEATHING
<br />15.12 CONDENSING UNIT FOR SPLIT AC UNIT, REFER TO MECHANICAL DRAWINGS
<br />5.42
<br />METAL CLIP ANGLE, REFER TO STRUCTURAL DRAWINGS FOR SIZE, GAUGE AND FASTENING REQUIREMENTS
<br />9.24
<br />5/5" DENSDECK ROOF BOARD
<br />15.13 ROOF MOUNTED STAND/RACK FOR CONDENSING UNIT, REFER TO DETAIL ON SHEET A1.2 AND TO
<br />5.45
<br />7/8" METAL HAT CHANNEL FURRING AT 24" O.C. (VERTICAL)
<br />9.25
<br />3/4" X 3/4" PVC REVEAL, PAINTED. COLOR TO MATCH WALL SURFACE ABOVE AND BELOW PAINTED ACCENT
<br />STRUCTURAL AND MECHANICAL DRAWINGS
<br />5.50
<br />ROOF ACCESS LADDER WITH LOCKABLE SECURITY ENCLOSURE. REFER TO EXTERIOR ELEVATIONS AND
<br />BAND, REFER TO EXTERIOR ELEVATIONS
<br />15.20 FIRE RISER, REFER TO CIVIL AND FIRE PROTECTION DRAWINGS
<br />DETAIL ON 514EET A5.1
<br />q.26
<br />3/4 WIDE X 4 HIGH PREFINISHED ALUMINUM REVEAL BY FRY REGLET MODEL N0. PCS-75-V-400 OR
<br />15.21 FIRE DEPARTMENT CONNECTION REFER TO CIVIL AND FIRE PROTECTION DRAWINGS
<br />DIVISION
<br />2 - SITE CONSTRUCTION
<br />5.70
<br />18 GAUGE FLAT STOCK METAL FABRICATED TO WRAP OUTSIDE CORNER
<br />APPROVED EQUIVALENT
<br />15.22 DOUBLE DETECTOR CHECK VALVE ASSEMBLY
<br />2.01
<br />PROPERTY OR LOT LINE REFER TO CIVIL DRAWINGS
<br />5.80
<br />VERTICAL WALL REINFORCEMENT IN GROUT FILLED CELL, TYP. REFER TO STRUCTURAL DRAWINGS
<br />q.2q
<br />PREFINISHED ALUMINUM SOFFIT PANEL FLUSH SOFFIT 7" WIDE AS MANUFACTURED BY PAC -CLAD OR
<br />15.30 WATER CLOSET, (LEVER TO BE LOCATED ON SIDE CLOSEST TO DOOR), REFER TO PLUMBING DRAWINGS
<br />2.10
<br />'
<br />REFER TO CIVIL DRAWINGS FOR ALL PAVEMENT/SURFACING BEYOND BUILDING AND SIDEWALK INCLUDING
<br />5.81
<br />5.q0
<br />STEEL PIPE BRACING AT PARAPET, REFER TO STRUCTURAL DRAWINGS
<br />1" DIAMETER THREADED ROD WITH CLEVIS AND PIN ASSEMBLY. REFER TO STRUCTURAL DRAWINGS
<br />"BLACK" „
<br />APPROVED EQUIVALENT, COLOR BLACK
<br />15.31 LAVATORY REFER TO PLUMBING DRAWINGS
<br />15.32 NI/LO ELECTRIC WATER COOLER, REFER TO PLUMBING AND ELECTRICAL DRAWINGS
<br />ALL PAVEMENT MARKINGS, PARKING STRIPPING, HC GRAPHICS, CROSSWALKS AND DIRECTIONAL ARROWS
<br />5.q1
<br />" „
<br />CLEVIS PLATE WELDED TO 1/4 THICK X 4 DIAMETER PLATE (AT WALL PLATE) OR TO HORIZONTAL STEEL CANOPY
<br />q.30
<br />PREFINISHED ALUMINUM RECEIVING CHANNEL FOR SOFFIT PANEL AS MANUFACTURED BY PAC -CLAD OR
<br />"BLACK"
<br />15.33 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS
<br />2.11
<br />2.20
<br />TOP OF PAVEMENT, SEE CIVIL DRAWINGS
<br />CONCRETE SIDEWALK, 4" THICK 3,000 PSI W/ 6 X 6, WI.4 X W1.4 WWM. PROVIDE 12" DEEP X 8" WIDE
<br />5.q3
<br />FRAME REFER TO STRUCTURAL DRAWINGS
<br />" '
<br />1/2 EXPANSION BOLTS. REFER TO STRUCTURAL DRAWINGS
<br />q.40
<br />APPROVED EQUIVALENT COLOR BLACK
<br />ACRYLIC (EIFS)FINISH COAT OVER 3/4" CEMENT PLASTER BASE OVER CMU. REFER TO EXTERIOR
<br />15.34 WATER HEATER, REFER TO PLUMBING DRAWINGS AND ELECTRICAL DRAWINGS
<br />TURNED DOWN EDGE WITH (I) #5 REBAR CONTINUOUS AT PERIMETER. REFER TO ARCHITECTURAL SITE
<br />5.q4
<br />BOLT SLEEVE. MATCH DEPTH BETWEEN FINISHED FACE OF WALL AND CMU/STRUCTURAL WALL
<br />ELEVATIONS FOR TEXTURE AND COLOR REQUIREMENTS
<br />15.35 GC TO PROVIDE PLATFORM FOR WATER HEATER. REFER TO PLUMBING DRAWINGS
<br />15.36 URINAL REFER TO PLUMBING DRAWINGS
<br />PLAN ON SHEET AS.1 FOR REQUIREMENTS
<br />q.41
<br />ACRYLIC (EIFS) FINISH COAT OVER 3/4" CEMENT PLASTER BASE OVER PAPER BACKED GALVANIZED WIRE
<br />15.37 MOP OR SERVICE SINK REFER TO PLUMBING DRAWINGS
<br />2.21
<br />CONCRETE SIDEWALK, REFER TO SEE CIVIL DRAWINGS FOR EXTENTS
<br />LATH OVER 'TYVEK' BUILDING WRAP ALL OVER 5/5" CDX PLYWOOD SHEATHING. REFER TO EXTERIOR
<br />15.41 GREASE INTERCEPTOR, REFER TO CIVIL AND PLUMBING DRAWINGS
<br />DIVISION
<br />6 - WOOD AND PLASTICS
<br />2.23 CONCRETE CURB, REFER TO CIVIL DRAWINGS FOR REQUIREMENTS
<br />ELEVATIONS FOR TEXTURE AND COLOR REQUIREMENTS
<br />15.42 TRAP INSULATION
<br />2.24
<br />2.25
<br />CONCRETE TO RECEIVE A STAMPED PATTERN FINISH
<br />6" THICK CONCRETE WITH INTEGRAL COLOR (NUMBER CC150/6 AS MANUFACTURED BY INCRETE SYSTEMS)
<br />6.10 PT 2 X WOOD BLOCKING BUCK OR DRAFT STOP
<br />�
<br />q.42
<br />q.44
<br />DIRECT APPLIED EIFS ACRYLIC FINISH COAT AT LOCATIONS OF EXPOSED FOUNDATION OR CMU STEM WALL
<br />" u , ,
<br />CONTROL JOINT IN CEMENT PLASTER, W SHAPE. CLARK DIETRICH BUILDING SYSTEMS #15 ZINC DOUBLE-V
<br />15.50 VENT THRU ROOF (VTR), REFER TO PLUMBING DRAWINGS AND DETAIL ON SWEET A1.2. LOCATE VTR 50
<br />�
<br />REQUIRED AT DRIVE-THRU LANE AND WC PARKING STALLS, REFER TO ARCHITECTURAL SITE PLAN AND
<br />6.11
<br />PT 1 X WOOD BLOCKING OR BUCK
<br />CONTROL JOINT WITH EXPANDED WIRE MESH FLANGES
<br />15 -0n MINIMUM FROM RTU FRESH AIR INTAKES. COORDINATE IN FIELD
<br />15.51 ROOF MOUNTED EXHAUST FAN, REFER TO MECHANICAL AND ELECTRICAL DRAWINGS
<br />2.27
<br />CIVIL DRAWINGS FOR EXTENTS
<br />CONCRETE WHEEL STOP, REFER TO CIVIL DRAWINGS
<br />6.12
<br />6.15
<br />PT WOOD SWIM AS REQUIRED
<br />PT 2 X WOOD PLATE WITH 1/2" DIAMETER ANCHOR BOLTS (6" MINIMUM EMBEDMENT) AT 4-0" O.C. MAX
<br />q.46
<br />q 47
<br />GWB OR CEMENT PLASTER CORNER BEAD
<br />GWB OR CEMENT PLASTER "J" MOLD FINISH TO MATCH WALL OR CEILING SURFACE
<br />15.64 PROVIDE RECESSED, FROST -FREE HOSE BIBB IN KEYED BOX. REFER TO PLUMBING DRAWINGS. VERIFY
<br />2.30
<br />LANDSCAPE AREA. REFER TO CIVIL AND LANDSCAPE DRAWINGS
<br />6.20
<br />3/4" CDX PLYWOOD, REFER TO STRUCTURAL DRAWINGS AS REQUIRED
<br />9.49
<br />CEMENT PLASTER FOUNDATION WEEP SCREED
<br />LOCATION WITH STARBUCKS REPRESENTATIVE PRIOR TO ROUGH -IN
<br />2.33
<br />DASHED LINE INDICATES PVC DRAIN FROM LANDSCAPE AREA THROUGH THICKENED SIDEWALK. DISCHARGE
<br />6.21
<br />5/8" CDX PLYWOOD, REFER TO STRUCTURAL DRAWINGS AS REQUIRED
<br />9.50
<br />SUSPENDED GRID AND ACOUSTICAL TILE CEILING (ACT), SEE FINISH SCHEDULE. CENTER GRID IN ROOM U.O.N.
<br />AT FACE OF CURB. REFER TO DETAIL ON SWEET AS.1
<br />9.51
<br />5/8" GWB (PAINTED) OVER 6" 20 GA. METAL STUDS AT 16" O.C.
<br />2.40
<br />HANDICAP RAMP WITH 1:12 MAXIMUM SLOPE, REFER TO CIVIL DRAWINC45
<br />q.52
<br />EXPOSED STRUCTURE, NO CEILING REQUIRED
<br />2.41
<br />FLUSH TRANSITION BETWEEN PARKING AND SIDEWALK FOR HANDICAP ACCESS. PROVIDE DETECTABLE
<br />WARNING SURFACE WHERE INDICATED
<br />DIVISION 7 - THERMAL AND MOISTURE PROTECTION
<br />9.90
<br />PAINT, SEE FINISH SCHEDULE
<br />DIVISION 16 - ELECTRICAL
<br />2.42
<br />EXPOSED AGGREGATE DETECTABLE WARNING SURFACE. REFER TO CIVIL DRAWINGS. IF NOT SPECIFICALLY
<br />7.01
<br />WALL CAVITY AIR SPACE (WIDTH AS INDICATED)
<br />q.ql
<br />EPDXY PAINT SEE FINISH SCHEDULE
<br />16.10 LOCATION OF ELECTRIC SERVICE, HOUSE PANEL, AND TELEPHONE/CABLE CABINETS. REFER TO
<br />INDICATED, PROVIDE LARGE AGGREGATE GRAVEL AASHTO #3 OR #57
<br />7.03
<br />COMPRESSIBLE FILLER (3/4" MAX.) CUT BACK EXCESS BELOW SLAB AND PROVIDE SEALANT BEAD,
<br />ELECTRICAL DRAWINGS. WHERE APPLICABLE, PROVIDE 5/5" CDX PLYWOOD SHEATHING IN LIEU OF
<br />2.43
<br />PROVIDE CONCRETE PAVERS OVER COMPACTED LIMESTONE BASE, PAVER SHALL BE AS MANUFACTURED
<br />CONTINUOUS. DO NOT PLUG WEEP HOLES
<br />DIVISION
<br />10 - SPECIALITIES
<br />DENSGLASS SHEATHING. PAINT ALL EQUIPMENT AND CONDUIT TO MATCH ADJACENT WALL COLOR
<br />BY "COASTAL": SMOOTH TOP, SQUARE EDGE. COLOR: BROWN CHESTNUT. PROVIDE CLEAR SEALANT
<br />7.04
<br />PROVIDE ROOFTOP WALKWAY PADS AS SHOWN AND AROUND ALL ROOFTOP EQUIPMENT
<br />10.10
<br />SIGN LOCATION. SIGN TO BE PERMITTED AND INSTALLED BY TENANT'S SIGN VENDOR. SHELL G.C. SHALL
<br />16.20 ELECTRICAL PANEL, REFER TO ELECTRICAL DRAWINGS. WHERE APPLICABLE, CONFIRM PLACEMENT WITH
<br />2.50
<br />HANDICAPPED PARKING SIGN. REFER TO CIVIL DRAWINGS
<br />7.06
<br />BITUMINOUS DAMP -PROOFING FROM TOP OF FOOTER TO FINISH GRADE
<br />REFER TO ELECTRICAL FOR POWER REQUIREMENTS. PROVIDE 5/5" CDX PLYWOOD SHEATHING IN LIEU OF
<br />TENANT
<br />2.60
<br />BIKE RACK, REFER TO DETAILS ON SWEET AS.1
<br />7.07
<br />PROVIDE LIQUID BITUMINOUS DAMP -PROOFING AT PLYWOOD SURFACES PRIOR TO INSTALLATION OF
<br />DENSGLASS SHEATHING WHERE APPLICABLE AT SIGN LOCATIONS. RUN ALL CONDUIT TIGHT TO ROOF
<br />16.22 TELECOMMUNICATIONS PANEL AND TELECOM SERVICE, REFER TO ELECTRICAL DRAWINGS, WHERE
<br />2.62
<br />STEEL PIPE BOLLARD, 6" DIA. SCHEDULE 40 WITH GROUT FILL. PAINT TRAFFIC YELLOW UNLESS
<br />ALUMINUM BREAKMETAL
<br />STRUCTURE. SEAL ALL WALL PENETRATIONS
<br />APPLICABLE, CONFIRM PLACEMENT WITH TENANT
<br />OTHERWISE NOTED. REFER TO DETAIL ON SWEET AS.2
<br />7.08
<br />SEALANT AND BACKER ROD, CONTINUOUS. SEALANT COLOR TO MATCH ADJACENT MATERIAL A5
<br />10.11
<br />TENANT ADDRESS/SPACE NUMBER. PROVIDE MIN, 6" HIGH NUMBERS (IN CONTRASTING COLOR TO
<br />16.23 FIRE ALARM PANEL, REFER To ELECTRICAL DRAWINGS
<br />2.63
<br />STEEL PIPE BOLLARD (PREFINISHED), 5" X 5" WITH GROUT FILL. REFER TO DETAIL ON SWEET A5.2
<br />APPLICABLE
<br />BACKGROUND) 50 THAT NUMBERS ARE PLAINLY VISIBLE FROM THE STREET
<br />16.30 WALL PACK LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS
<br />2.64
<br />RAILING AT OUTDOOR SEATING AREA. REFER TO DETAILS ON SWEET AS.2
<br />7.041
<br />SEALANT BEAD, CONTINUOUS. SEALANT COLOR TO MATCH ADJACENT MATERIAL AS APPLICABLE
<br />10.12
<br />FUTURE PRE -MENU BOARD FURNISHED AND INSTALLED BY TENANT, GENERAL CONTRACTOR TO LOCATE
<br />16.31 DECORATIVE LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS
<br />2.70
<br />MONUMENT OR PYLON SIGN. REFER TO DETAILS ON SHEET AS.2 FOR GENERAL CONTRACTOR
<br />7.10
<br />INSTALL CONTINUOUS SILL FLASHING TO SLAB EDGE AND TURN DOWN. PROVIDE FLASHING END CAPS AT
<br />AND INSTALL CONCRETE FOUNDATION AND CONDUIT PER TENANT PLANS. REFER TO ELECTRICAL
<br />16.32 CEILING MOUNTED LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS
<br />RESPONSIBILITIES. REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS
<br />JAMB TERMINATION, SET IN SEALANT
<br />DRAWINGS AND FINAL TENANT PLANS FOR REQUIREMENTS
<br />16.33 EMERGENCY LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS
<br />2.80
<br />TRANSFORMER ON CONCRETE PAD
<br />7.11
<br />SINGLE -PLY ROOF MEMBRANE OVER TAPERED RIGID INSULATION, REFER TO SPECIFICATIONS. TAPERED
<br />10.13
<br />FUTURE SPEAKER POST FURNISHED AND INSTALLED BY TENANT. GENERAL CONTRACTOR TO LOCATE AND
<br />16.34 EXIT SIGN / EMERGENCY LIGHT COMBINATION FIXTURE, REFER TO ELECTRICAL DRAWINGS
<br />2.81
<br />TRANSFORMER ON UTILITY POLE
<br />INSULATION UTILIZED TO ESTABLISH POSITIVE SLOPE, NO MINIMUM R-VALUE REQUIRED
<br />INSTALL CONCRETE FOUNDATION AND CONDUIT PER TENANT PLANS. REFER TO ELECTRICAL DRAWINGS
<br />16.40 CEILING FAN BY FUTURE TENANT, REFER TO ELECTRICAL DRAWINGS FOR JUNCTION BOX REQUIREMENTS
<br />2.90
<br />BENCH AT OUTDOOR SEATING AREA. REFER TO DETAILS ON SHEETS A5.3 AND A5.4
<br />7.12
<br />SINGLE -PLY ROOF MEMBRANE OVER (R-19) RIGID INSULATION, REFER TO SPECIFICATIONS
<br />AND FINAL TENANT PLANS FOR REQUIREMENTS
<br />16.50 POLE MOUNTED SITE LIGHTING FIXTURE, REFER TO ELECTRICAL DRAWINGS. COORDINATE INSTALLATION
<br />7.13
<br />SINGLE -PLY ROOF MEMBRANE FULLY ADHERED TO REAR FACE OF PARAPET (OR CURB). EXTEND FROM
<br />10.14
<br />FUTURE MENU BOARD, FURNISHED AND INSTALLED BY TENANT, GENERAL CONTRACTOR TO LOCATE AND
<br />WITH CIVIL AND LANDSCAPE DRAWINGS
<br />TOP OF COUNTERFLASHING (OR ROOF AS APPLICABLE), OVER PARAPET AND TERMINATE BEHIND HOLD
<br />INSTALL CONCRETE FOUNDATION AND CONDUIT PER TENANT PLANS. REFER TO ELECTRICAL DRAWINGS
<br />16.51 SITE LIGHTING BY MASTER DEVELOPER, REFER TO CIVIL ENGINEERING DRAWINGS
<br />7.14
<br />DOWN CLEAT
<br />ROOFING MEMBRANE EDGE REINFORCEMENT
<br />10.16
<br />AND FINAL TENANT PLANS FOR REQUIREMENTS
<br />FUTURE ORDERING CANOPY, DIGITAL ORDER SCREEN AND DIGITAL CONTROL BOX FURNISHED AND
<br />DIVISION 3 - CONCRETE
<br />3.04
<br />PROVIDE SOLID CONCRETE FILL AT CMU CELLS BELOW FINISHED FLOOR (OR AS SHOWN)
<br />7.15
<br />ROOFING MEMBRANE FLASHING STRIP OVER TPO COATED ROOF EDGE METAL
<br />INSTALLED BY TENANT. GENERAL CONTRACTOR TO LOCATE AND INSTALL CONCRETE FOUNDATION AND
<br />3.06
<br />PROVIDE CROWN IN CONCRETE
<br />7.16
<br />MANUFACTURER APPROVED PLATES FASTENED WITH MANUFACTURER APPROVED FASTENERS
<br />CONDUIT PER TENANT PLANS. REFER TO ELECTRICAL DRAWINGS AND FINAL TENANT PLANS FOR
<br />3.10
<br />CONTINUOUS CONCRETE FOOTING, REFER TO FOUNDATION PLAN AND DETAILS FOR REQUIREMENTS
<br />7.17
<br />SINGLE -PLY MEMBRANE ROOFING AT EYEBROW CANOPY, REFER TO SPECIFICATIONS
<br />REQUIREMENTS
<br />3.11
<br />CONCRETE FOOTING, DIMENSIONS AS NOTED OR AS PER STRUCTURAL DRAWINGS
<br />7.18
<br />HEAT WELDED SEAM AT SINGLE -PLY MEMBRANE
<br />10.17
<br />FUTURE HEIGHT RESTRICTION BAR, FURNISHED AND INSTALLED BY TENANT. GENERAL CONTRACTOR TO
<br />3,14
<br />PROVIDE SECONDARY CONCRETE POUR AS REQUIRED FOR WALL SUPPORT. REFER TO WALL SECTIONS AND
<br />7.lq
<br />7.30
<br />ROOFING SYSTEM TERMINATION BAR BETWEEN ROOF MEMBRANE AND WALL FINISH
<br />PREFINISHED ALUMINUM DOWNSPOUT (SIZE AS INDICATED ON ROOF PLAN) WITH STRAPS AT 6'-0" O.C.
<br />LOCATE AND INSTALL CONCRETE FOUNDATION PER TENANT PLANS, REFER TO ELECTRICAL DRAWINGS AND
<br />TENANT
<br />STRUCTURAL DRAWINGS
<br />FINAL PLANS FOR REQUIREMENTS
<br />3.20
<br />CONCRETE FLOOR SLAB OVER 10 MIL VAPOR BARRIER AND CLEAN, COMPACT, TERMITE TREATED FILL.
<br />MAX., REFER TO EXTERIOR ELEVATIONS AND ROOF PLAN. WHERE APPLICABLE, EXTEND BELOW GRADE TO
<br />10.18
<br />TRAFFIC DETECTOR LOOP, FURNISHED BY TENANT AND INSTALLED BY GC. GENERAL CONTRACTOR TO
<br />REFER TO STRUCTURAL FOUNDATION PLAN AND DETAILS FOR SLAB DEPTH, COMPRESSIVE CONCRETE
<br />STORM SEWER PER CIVIL DRAWINGS AND PROVIDE CAST TRANSITION 500T WITH CLEANOUT. J.R. HOE
<br />LOCATE AND INSTALL CONDUIT PER TENANT PLANS. REFER TO ELECTRICAL DRAWINGS AND FINAL TENANT
<br />STRENGTH AND REINFORCEMENT REQUIREMENTS
<br />AND SONS A-5ERIES. SEE DETAIL ON SWEET AS.1
<br />PLANS FOR REQUIREMENTS
<br />3.22
<br />SHADED AREA INDICATES CONCRETE SLAB LEAVE -OUT; SLAB BY OTHERS. REFER TO STRUCTURAL
<br />7.32
<br />PREFINISHED ALUMINUM CONDUCTOR HEAD, 16" WIDE X 12" HIGH X 10" DEEP. REFER TO ROOF PLAN AND
<br />10.19
<br />FUTURE ILLUMINATED DIRECTIONAL SIGN, FURNISHED AND INSTALLED BY TENANT. GENERAL
<br />FOUNDATION PLAN AND DETAILS
<br />DETAILS
<br />CONTRACTOR TO LOCATE AND INSTALL CONCRETE FOUNDATION AND CONDUIT PER TENANT PLANS, REFER
<br />3.23
<br />PARTIAL SLAB/ FOUNDATION AT DEMISING WALL, REFER TO STRUCTURAL DRAWINGS
<br />7.33
<br />PREFINISHED ALUMINUM SCUPPER / EMERGENCY OVERFLOW SCUPPER, 1'4' WIDE X 8" HIGH, UNLESS
<br />TO ELECTRICAL DRAWINGS AND FINAL TENANT PLANS FOR REQUIREMENTS
<br />3.24
<br />CONCRETE SLAB BY TENANT REFER TO FOUNDATION PLAN
<br />OTHERWISE NOTED ON ROOF PLAN, REFER TO ROOF PLAN AND DETAILS
<br />10.50
<br />KNOX BOX, RECESS MOUNTED, COORDINATE EXACT MODEL AND MOUNTING LOCATION WITH FIRE MARSHAL
<br />3.25
<br />CONCRETE CAP AT FOUNDATION WALL WHERE STOREFRONT OR DOORS OCCUR ADJACENT TO CONCRETE
<br />7.34
<br />2" DIAMETER ROOF DRAIN AND OUTLET AS MANUFACTURED BY WATTS, MODEL RD-200 OR APPROVED
<br />10.60
<br />FIRE EXTINGUISHER, 5L5 2A-105:C ON SURFACE MOUNTED WALL BRACKET
<br />SLAB LEAVE -OUTS. REFER TO WALL SECTIONS AND STRUCTURAL DRAWINGS
<br />EQUIVALENT
<br />10.61
<br />FIRE EXTINGUISHER, 5LB 2A-108:C IN SEMI -RECESSED CABINET WITH FULL GLASS V15ION PANEL
<br />3.30
<br />CAST -IN -PLACE CONCRETE BEAM, REFER TO STRUCTURAL DRAWINGS
<br />7.40
<br />EXTERIOR INSULATION FINISH SYSTEM (EIFS): ACRYLIC FINISH COAT ON INSULATION BOARD (THICKNESS
<br />10.80
<br />PROVIDE AND INSTALL "GREEN SCREEN" TRELLIS SYSTEM OR APPROVED EQUIVALENT. PROVIDE ALL
<br />3.31
<br />CAST -IN -PLACE CONCRETE COLUMN, REFER TO STRUCTURAL DRAWINGS
<br />AS INDICATED) ON 5/8" DENSGLASS GOLD SHEATHING. REFER TO EXTERIOR ELEVATIONS FOR COLOR AND
<br />ATTACHMENT CLIPS AND FASTENERS AS RECOMMENDED BY THE MANUFACTURER. COLOR: BLACK
<br />3.32
<br />CAST -IN -PLACE CONCRETE COLUMN PEDESTAL, REFER TO STRUCTURAL DRAWINGS
<br />TEXTURE REQUIREMENTS. PROVIDE HIGHEST LEVEL OF MANUFACTURER'S IMPACT MESH WITHIN 12" OF ALL
<br />3.33
<br />CAST -IN -PLACE CONCRETE PLANTER AND BENCH SUPPORT. REFER TO DETAILS ON SHEETS A5.3 AND A5.4
<br />CORNERS AND FROM LOWEST POINT TO AT LEAST V-0" A.F.F. REFER TO SPECIFICATIONS
<br />3.70
<br />PRECAST CONCRETE WALL CAP
<br />7.41
<br />HIGH DENSITY POLYURETHANE FOAM TRIM WITH EIFS ACRYLIC FINISH COAT. REFER TO TRIM PROFILES
<br />7.42
<br />7.43
<br />HIGH DENSITY POLYURETHANE FOAM BRACKET WITH EIFS ACRYLIC FINISH COAT. REFER TO BRACKET
<br />PROFILE
<br />DIRECT APPLIED EIFS ACRYLIC FINISH COAT OVER 5/8" DENSGLASS GOLD SHEATHING
<br />DIVISION 4 - MASONRY
<br />DIVISION 11 - EQUIPMENT
<br />4.10
<br />CONCRETE MASONRY UNIT (CMU), WIDTH AS INDICATED, REFER TO STRUCTURAL DRAWINGS FOR
<br />REINFORCEMENT AND FILLED CELL LOCATIONS
<br />7.44
<br />HIGH DENSITY POLYURETHANE FOAM WALL CAP WITH EIFS ACRYLIC FINISH COAT
<br />11.01
<br />DUMPSTER ENCLOSURE, SEE CIVIL DRAWINGS AND DETAILS ON SHEET A5.2
<br />7.45
<br />MAINTAIN MANUFACTURER RECOMMENDED CLEARANCE BETWEEN EIFS FINISH AND FINISHED GRADE,
<br />4.11
<br />SPLIT -FACE CMU (WIDTH AS INDICATED), REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT
<br />TERMINATE EIFS WITH MFR. RECOMMENDED BACKWRAP. PROVIDE DIRECT APPLIED ACRYLIC (EIFS) FINISH
<br />AND FILLED CELL LOCATIONS
<br />AT ALL EXPOSED CONCRETE SLAB OR FOUNDATION CONDITIONS
<br />4.12
<br />PRECAST CONCRETE LINTEL, GROUT FILLED WITH GROUT FILLED KNOCK -OUT BLOCK ABOVE (AS
<br />7.47
<br />EXTERIOR INSULATION FINISH SYSTEM (EIF5): ACRYLIC FINISH COAT ON INSULATION BOARD (THICKNESS
<br />APPLICABLE), REFER TO STRUCTURAL DRAWINGS FOR EXACT CONFIGURATION AND REINFORCEMENT
<br />AS INDICATED) OVER CMU WALL. REFER TO EXTERIOR ELEVATIONS FOR COLOR AND TEXTURE
<br />REQUIREMENTS
<br />REQUIREMENTS. PROVIDE HIGHEST LEVEL OF MANUFACTURER'S IMPACT MESH WITHIN 12" OF ALL CORNERS
<br />DIVISION
<br />12 - FURNISHINGS
<br />4.13
<br />CMU KNOCK -OUT BLOCK BOND BEAM, GROUT FILLED. REFER TO STRUCTURAL DRAWINGS FOR EXACT
<br />AND FROM LOWEST POINT TO AT LEAST 8'-0" A.F.F. REFER TO SPECIFICATIONS
<br />NONE
<br />CONFIGURATION AND REINFORCEMENT REQUIREMENTS
<br />7.45
<br />TOOLED DRIP CONTINUOUS
<br />'
<br />4.30
<br />MANUFACTURED STONE VENEER OVER PAPER BACKED, GALVANIZED WIRE LATH AND TYVEK
<br />7.49
<br />TOOLED JOINT IN EIFS,V GROOVE WITH 3/4 MAXIMUM DEPTH
<br />BUILDING WRAP ON 5/8" DENSGLASS SHEATHING. AT CMU LOCATIONS, PROVIDE STONE OVER GALVANIZED
<br />WIRE LATH ON BITUMINOUS WATERPROOFING ON CMU. REFER TO EXTERIOR ELEVATIONS AND WALL
<br />7.5
<br />PAPER OR FOIL FACED GATT INSULATION AT WALL CAVITY (THICKNESS AS INDICATED)
<br />DIVISION
<br />13 - SPECIAL CONSTRUCTION
<br />SECTIONS
<br />7.51
<br />SOUND ATTENUATION BATT INSULATION AT WALL CAVITY (THICKNESS AS INDICATED)
<br />13.01
<br />NEOPRENE COMPRESSIBLE GASKET BETWEEN AWNING FRAME AND WALL PROVIDED AND INSTALLED BY
<br />4.50
<br />4.51
<br />MASONRY CONTROL JOINT
<br />MASONRY CONTROL JOINT WITH BACKER ROD AND SEALANT. SEALANT TO MATCH ADJACENT MATERIAL.
<br />7.52
<br />7.55
<br />1 1/2 RIGID INSULATION
<br />TAPERED INSULATION WITH 1/2" PER FOOT MINIMUM SLOPE. PROVIDE AT LOCATIONS INDICATED
<br />13.20
<br />AWNING INSTALLER
<br />ALUMINUM FRAMED AWNING WITH FABRIC COVERING. SEE DETAILS ON SWEET A1.3 AND EXTERIOR FINISH
<br />REFER TO EXTERIOR ELEVATIONS AND STRUCTURAL DRAWINGS
<br />INCLUDING ALL ROOF MOUNTED EQUIPMENT CURBS
<br />SCHEDULE
<br />7.55
<br />M
<br />4 WIDE LINEAR SOFFIT VENT CONTINUOUS ALONG PERIMETER OF CEMENT PLASTER SOFFIT. PROVIDE
<br />13.21
<br />ALUMINUM FRAMED AWNING WITH STANDING SEAM ROOFING. SEE DETAILS ON SHEET AI.3 AND EXTERIOR
<br />MODEL N0. PCS-75-V-400 AS MANUFACTURED BY FRY REGLET OR EQUAL
<br />FINISH SCHEDULE
<br />7.60
<br />PROVIDE TYVEY COMMERCIAL WRAP AT FRAMED SUBSTRATES AND FLUID APPLIED TYVEK AT CMU BEHIND
<br />13.30
<br />ALUMINUM TUBE AWNING FRAME 1 1/2" X 1 1/2". REFER TO DETAIL ON SHEET A1.3 AND EXTERIOR FINISH
<br />COMPOSITE WALL PANELS. LAP SHEETS AND FLASH OPENINGS PER MANUFACTURER'S INSTRUCTIONS
<br />SCHEDULE
<br />7.61
<br />COMPOSITE WALL PANEL SYSTEM (CWPS), REFER TO SPECIFICATIONS
<br />13.31
<br />PROVIDE WELDED ALUMINUM CAP PLATE AT ENDS OF ALL ALUMINUM CUBE COMPONENTS
<br />7.62
<br />CWPS CORNER KEY TRIM, PAINTED. (PRE -FORMED CWPS CORNERS NOT ACCEPTABLE)
<br />13.32
<br />AWNING FASTENER SHALL BE SPECIFIED IN THE AWNING FABRICATOR'S ENGINEERED SHOP DRAWINGS. SEE
<br />7.63
<br />CWPS STARTER TRACK
<br />NOTES AND DETAILS ON SWEET AI.3
<br />7.64
<br />CWPS CLIP
<br />13.40
<br />PAPERSTONE (GRAPHITE) DRIVE THROUGH WINDOW SHELF AND STAINLE55 STEEL SUPPORT BRACKETS,
<br />7.65
<br />7.66
<br />CWPS SPACER
<br />CWPS SINGLE FLANGE SEALANT BACKER
<br />INSTALL CENTERED ON WINDOW. SHELF BRACKETS TO BE SUPPLIED BY READY ACCESS WINDOW
<br />7.67
<br />CWPS DOUBLE FLANGE SEALANT BACKER
<br />MANUFACTURED AND INSTALLED BY GENERAL CONTRACTOR
<br />7.68
<br />CWPS 1 1/2" CUT ULTIMATE CLIP
<br />7.69
<br />CWP5 FC TRIM. PAINT To MATCH ADJACENT WALL PANELS
<br />7.70
<br />PROVIDE CUSTOM ALUMINUM TRIM AT CWPS TERMINATION, PAINTED. COORDINATE WITH CWPS
<br />SUBCONTRACTOR
<br />7.78
<br />PREFINISHED ALUMINUM CUSTOM FABRICATED COPING AT STEEL CANOPY
<br />7.79
<br />PREFINISHED ALUMINUM FLASHING OR COUNTERFLASHING, REFER TO EXTERIOR FINISH SCHEDULE
<br />7.80
<br />PREFINISHED ALUMINUM COPING, SLOPED TO FACILITATE DRAINAGE. PROVIDE WITH COPED SEAMS
<br />PER NRCA 'J5 THRU '32'. SEE TYP. ROOF DETAILS. REFER TO EXTERIOR FINISH SCHEDULE FOR COLOR
<br />7.81
<br />PREFINISHED METAL DRIP EDGE / GRAVEL STOP (4" OR AS INDICATED). SET IN BED OF
<br />COMPATIBLE ROOF CEMENT AND AFFIX WITH CONTINUOUS HOLD DOWN CLEAT, PRIME COAT TOP PRIOR TO
<br />APPLICATION OF SINGLE -PLY FLASHING STRIP. REFER TO EXTERIOR FINISH SCHEDULE FOR COLOR
<br />7.83
<br />PREFINISHED ALUMINUM CLOSURE FLANGE SET IN A BED OF SEALANT, WELD OR SEAL ALL JOINTS
<br />7.84
<br />TWO-PIECE COUNTERFLASWING, 24 GA
<br />7.55
<br />RECEIVER FOR TWO-PIECE COUNTERFLASWING ASSEMBLY, 24 GA
<br />7.86
<br />METAL CLEAT CONTINUOUS, MECHANICALLY FASTEN AT 18" D.C.
<br />7.87
<br />MECHANICAL FASTENER WITH NEOPRENE WASHER
<br />7.88
<br />FLASHING AT ROOF SIDE OF SCUPPER OPENING
<br />7.94
<br />STAINLESS STEEL CLAMP RING
<br />7.95
<br />PROVIDE (3) ONE INCH DIAMETER OVERFLOW HOLES
<br />AO,03
<br />
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