|
W
<br /> SCHEDULEOF I & RESPONSIBILITIES 8. INSTALL VAPOR BARRIER UNDER INTERIOR FLOOR SLABS ON FILL. LAP JOINTS DIVISION 4 - MASONRY 94 N o
<br /> MINIMUM 6-INCHES AND SEAL WITH STEGO TAPE. REPAIR TEARS IN VAPOR C7
<br /> NOTE:UNLESS OTHERWISE NOTED, ALL ITEMS ILLUSTRATED IN THESE DRAWINGS ARE FURNISHED & INSTALLED BY G.C. BARRIER WITH STEGO TAPE. DO NOT DISTURB VAPOR BARRIER WHILE PLACING SECTION 04 21 13 - BRICK MASONRY ` x �' x
<br /> LO �
<br /> REINFORCEMENT. COORDINATE THE INSTALLATION OF JOINT MATERIALS AND �y C\,
<br /> SITE ITEMS PROVIDED PROVIDED INSTALLED INSTALLED COMMENT OR DESCRIPTION: MOISTURE BARRIERS WITH PLACEMENT OF FORMS AND REINFORCING STEEL. FACE BRICK: REFER TO SCHEDULE OF EXTERIOR MATERIALS FOR MANUFACTURER & x o
<br /> BY OWNER BY G.C. BY OWNER BY G.C. COLOR
<br /> 9. DEPOSIT CONCRETE CONTINUOUSLY OR IN LAYERS OF SUCH THICKNESS THAT
<br /> SITE PYLON OR MONUMENT SIGN O O VERIFY/COORDINATE EXACT LOCATION PRIOR TO ELECTRICAL ROUGH-IN & INSTALLATION NO CONCRETE WILL BE PLACED ON CONCRETE WHICH HAS HARDENEDSPLIT-FACE: 8"X16"X4" SPLIT-FACE CONCRETE MASONRY UNIT w c o 0
<br /> SUFFICIENTLY TO CAUSE THE FORMATION OF SEAMS OR PLANES OF x ,
<br /> WEAKNESS. IF A SECTION CANNOT BE PLACED CONTINUOUSLY, PROVIDE MORTAR: TYPE "N", REFER TO SCHEDULE OF EXTERIOR MATERIALS FOR � M
<br /> SITE PYLON SIGN FOUNDATION O O VERIFY/COORDINATE EXACT LOCATION PRIOR TO ELECTRICAL ROUGH-IN & INSTALLATION CONSTRUCTION JOINTS. DEPOSIT CONCRETE AS NEARLY AS PRACTICAL TO ITS a
<br /> MANUFACTURER, COLOR, AND JOINT PROFILE o� m N
<br /> FINAL LOCATION TO AVOID SEGREGATION. o ti
<br /> CD
<br /> SITE MONUMENT SIGN O O VERIFY/COORDINATE EXACT LOCATION PRIOR TO ELECTRICAL ROUGH-IN & INSTALLATION. EXTERIOR CLADDING: °O SITE
<br /> AND MASONRY BASE REFER TO VENDOR SHOP DRAWINGS AND ARCHITECTURAL DETAILS. 10. CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT `9 °'
<br /> as
<br /> SUPPLEMENTED BY HAND-SPADING, RODDING, OR TAMPING. USE EQUIPMENT ANCHORS: 2-PIECE GALV. ANCHOR TIES ~
<br /> SPEAKER, MENU AND PREVIEW O O VERIFY/COORDINATE EXACT LOCATION PRIOR TO ELECTRICAL ROUGH-IN & INSTALLATION AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH
<br /> BOARDS -BASE PLATE: SCREW-ON CHANNEL SLOT, 14 GA. MIN.
<br /> ACI RECOMMENDED PRACTICES. HAND TAMP SURFACE OF CONCRETE TO
<br /> -ANCHOR HEAD: TRIANGLE WIRE, 9 GA. MIN., 1-1/2" MIN. GROUT EMBED
<br /> SPEAKER, MENU BOARD AND VERIFY/COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION RECEIVE POLISHED SURFACE FINISH TO REMOVE VOIDS AND PRODUCE -16 GAUGE SHEET METAL ANCHORS ARE ACCEPTABLE.
<br /> PREVIEW BOARD FOUNDATIONS O O REFER TO VENDOR SHOP DRAWINGS AND STRUCTURAL DETAILS. UNIFORM CREAM SURFACE. -LIGHT GAUGE CORRUGATED WALL TIES ARE NOT ACCEPTABLE.
<br /> HEIGHT DETECTOR POLE & VERIFY/COORDINATE EXACT LOCATION PRIOR TO ELECTRICAL INSTALLATION. 11. PLACING CONCRETE SLABS: DEPOSIT AND CONSOLIDATE CONCRETE SLABS IN A
<br /> FOUNDATION REFER TO VENDOR SHOP DRAWINGS AND ARCHITECTURAL DETAILS. FLASHING: NERVASTRAL; MEMBRANE FLASHING; (#56)
<br /> CONTINUOUS OPERATION, WITHIN LIMITS OF CONSTRUCTION JOINTS, UNTIL THE Store:
<br /> DUMPSTER ENCLOSURE ROOF Q REFER TO STRUCTURAL DETAILS. PLACING OF A PANEL OR SECTION IS COMPLETED. WEATHER RESISTANT BARRIER: REFER TO SECTION 07 25 00
<br /> (WHEN REQUIRED) W KETTLEMAN & LOWER SCRAMENTO
<br /> BRING SLAB SURFACES TO CORRECT LEVEL WITH STRAIGHTEDGE AND MORTAR DROPPING MESH: MORTARNET WITH INSECT BARRIER OR EQUAL
<br /> LOOP DETECTORS (3) Q Q VERIFY/COORDINATE EXACT LOCATION PRIOR TO ELECTRICAL ROUGH-IN & INSTALLATION STRIKEOFF. USE BULL FLOATS OR DERBIES TO SMOOTH SURFACE, FREE OF LODI, CA 95242
<br /> HUMPS AND HOLLOWS. DO NOT DISTURB SLAB SURFACES PRIOR TO VENTS: RECTANGULAR PLASTIC, CLEAR BUTYRATE, (3/8" X 1-1/2" X 3) Restaurant #RC576
<br /> BEGINNING FINISHING OPERATIONS.
<br /> LANDSCAPING O O COORDINATE INSTALLATION WITH THIRD PARTY CONTRACTOR INTERIOR VENEER P4E-HV-M SCHEME A
<br /> MAINTAIN REINFORCING IN PROPER POSITION DURING CONCRETE PLACEMENT.
<br /> IRRIGATION SYSTEM O O COORDINATE INSTALLATION WITH THIRD PARTY CONTRACTOR. CONTRACTOR RESPONSIBLE ANCHORS: GALV. CORRUGATED WALL TIES Professional of Record: JEFF LIEDERMAN
<br /> FOR WATER TAP, METER, AND BACKFLOW DEVICE FORMS MAY BE REMOVED AFTER CURING AT NOT LESS THAN 50 DEGREES F.
<br /> FOR 24 HOURS PROVIDED CONCRETE IS HARD ENOUGH TO NOT BE DAMAGED BY INSTALLATION
<br /> IRRIGATION SLEEVES O Q LOCATION OF SLEEVES TO BE COORDINATED WITH IRRIGATION CONTRACTOR AND ARCHITECT. FORM REMOVAL OPERATIONS, AND CONTINUED CURING AND PROTECTION IS
<br /> MAINTAINED. 1. LAYOUT WALLS IN ADVANCE FOR ACCURATE SPACING WITH UNIFORM JOINT
<br /> PROVIDED PROVIDED INSTALLED INSTALLED COMMENT OR DESCRIPTION: 12. FINISHING INTERIOR SLABS: FLOAT FINISH PER ACI 301. POWER TROWEL TO THICKNESS AND FOR ACCURATE LOCATIONS OF OPENINGS.
<br /> FvAA
<br /> BUILDING EXTERIOR BY OWNER BY G.C. BY OWNER BY G.C. PRODUCE A SMOOTH SURFACE, RELATIVELY FREE OF DEFECTS. WHERE DESIGN
<br /> 2. CUT MASONRY WITH MOTOR DRIVEN SAWS. AVOID USING LESS THAN HALF-SIZE
<br /> VERIFY/COORDINATE EXACT LOCATION PRIOR TO ELECTRICAL ROUGH-IN & INSTALLATION. CERAMIC TILE OCCURS, PROVIDE A FINE, LIGHT BROOM FINISH TO AID IN UNITS, PARTICULARLY AT CORNERS & JAMBS.
<br /> EXTERIOR BUILDING SIGNAGE O � REFER TO VENDOR BRAND BOOK FOR SIGN LOCATIONS BONDING OF TILE TO SLAB.
<br /> 3. COMPLY WITH TOLERANCES IN ACI 530.1/ASCE 6/TMS 602. DO NOT VARY FROM PLUMB A r c h i t e c t u r a l
<br /> PAINTED WALL MURAL O O COORDINATE INSTALLATION WITH SIGNAGE BRAND BOOK AND THIRD PARTY CONTRACTOR 13. FINISHING EXTERIOR SLABS: FINISH SLABS TO TRUE PLANES AND PROVIDE BY MORE THAN 1/4" IN 20-FEET. KEEP CAVITIES CLEAR OF MORTAR DROPPINGS AND Solutions Group
<br /> LIGHT BROOM FINISH. OTHER MATERIALS DURING CONSTRUCTION. PROVIDE APPROX. 2-INCHES OF AIR 1 101 Central Expressway South
<br /> SPACE BETWEEN BACK OF MASONRY VENEER AND SHEATHING. Suite 100
<br /> FLAG MOUNTS & POLES O Q VERIFY/COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION 14. TOLERANCE: FINISHED SLABS SHALL BE LEVEL WITH TOLERANCE OF 1/8" IN TEN Allen, TX 75013
<br /> FEET, WHEN TESTED WITH TEN FOOT STRAIGHT EDGE PLACED ON THE 6. SPACE ANCHORS AS INDICATED BUT NOT MORE THAT 16-INCHES O.C. VERTICALLY CONTACT: EVERETT FIELDS
<br /> DRIVE-THRU WINDOWS O Q PROVIDE POWER AS REQUIRED SURFACE AT NOT LESS THAN TWO DIFFERENT ANGLES. UNIFORMLY SLOPE AND 24-INCHES O.C. HORIZONTALLY. INSTALL ADDITIONAL ANCHORS WITHIN (469) 619-1164
<br /> SURFACE TO AREA DRAIN. LOCATE AND INSTALL CONTROL JOINTS 1-1/4" DEEP 12-INCHES OF OPENINGS AND AT INTERVALS, NOT EXCEEDING 36-INCHES AROUND EFIELDS@PMDGINC.COM
<br /> MIN. AT A MAXIMUM SPACING OF 15 FEET ON CENTER EACH WAY. PERIMETER.
<br /> EXTERIOR WINDOW CANOPIES Q Q PROVIDE POWER AS REQUIRED
<br /> 15. THE CONTRACTOR SHALL ENGAGE AND PAY FOR A TESTING LABORATORY FOR 7. INSTALL EMBEDDED FLASHING & WEEP HOLES IN MASONRY AT ALL BRICK SHELF,
<br /> CORRAL ROOF AND PATIO ROOF 0 0 REFER TO STRUCTURAL DETAILS. STRENGTH AND SLUMP TEST. LINTELS, LEDGES AND OTHER OBSTRUCTIONS TO DOWNWARD FLOW OF WATER IN
<br /> a. TEST SPECIMENS FOR COMPRESSIVE STRENGTH IN ACCORDANCE WITH WALL & WHERE INDICATED. EXTEND FLASHING 4-INCHES AT ENDS AND TURN
<br /> FLASHING UP NOT LESS THAN 2-INCHES TO FORM A "PAN." INSTALL WEEP HOLES IN NR CH
<br /> PATIO FURNITURE Q Q PROVIDE POWER AS REQUIRED ASTM C31 AND C39. THE HEAD JOINTS IN EXTERIOR WYTHES OF THE FIRST COURSE OF THE MASONRY ��a Teo
<br /> b. MAKE AT LEAST ONE STRENGTH TEST FOR EACH 100 CUBIC YARDS, OR IMMEDIATELY ABOVE THE EMBEDDED FLASHING. USE RECTANGULAR PLASTIC
<br /> FRACTION THEREOF, OF EACH MIX DESIGN OF CONCRETE PLACED IN ANY TUBING TO FORM WEEP HOLES. SPACE WEEP HOLES AT 32-INCHES O.C. �� �EFFRRMP
<br /> BUILDING INTERIOR PROVIDED PROVIDED INSTALLED INSTALLED COMMENT OR DESCRIPTION: 1 DAY. g4
<br /> BY OWNER BY G.C. BY OWNER BY G.C. C. PREPARE FIVE (5) TEST CYLINDERS FROM EACH OF THE ABOVE SAMPLES G,2g5
<br /> IN ACCORDANCE WITH ASTM C32 FOR LABORATORY CURED SPECIMENS. 202
<br /> STEEL FABRICATION (GALV. &S.S.
<br /> COUNTERS, PANELS, WALL CAPS) O O COORDINATE INSTALLATION WITH FOOD SERVICE CONTRACTOR TEST TWO (2) CYLINDERS AT AGE 7 DAYS FOR PRELIMINARY INDICATION SECTION 04 72 00 - CAST STONE MASONRY
<br /> OF DESIGN STRENGTH. TEST TWO (2) CYLINDERS AT AGE 28 DAYS FOR
<br /> KITCHEN EQUIPMENT O O COORDINATE INSTALLATION WITH FOOD SERVICE CONTRACTOR/ROUGH-INS & FINAL THE BASIS OF QUALITY CONTROL AS SPECIFIED BY ACI 318. RETAIN ONE PRODUCT: CAST STONE BY MARCSTONE OR APPROVED EQUAL
<br /> CONNECTION BY G.C. (1) CYLINDER FOR 45 DAY TESTING IF REQUIRED.
<br /> WALL-IN COOLER/FREEZER& COORDINATE INSTALLATION WITH FOOD SERVICE CONTRACTOR/ROUGH-INS & FINAL d. DETERMINE SLUMP OF THE CONCRETE SAMPLE FOR EACH STRENGTH COLOR: REFER TO SCHEDULE OF EXTERIOR MATERIALS
<br /> TEST IN ACCORDANCE WITH ASTM C143.
<br /> REFRIGERATION EQUIPMENT 0 0 CONNECTION BY G.C. e. DETERMINE PERCENT OF AIR CONTENT IN ACCORDANCE TO ASTM C231
<br /> 1. WET UNITS WITH CLEAN WATER PRIOR TO SETTING. SET UNITS IN FULL BED OF
<br /> KITCHEN EXHAUST HOOD OR ASTM C173. MORTAR. REMOVE EXCESS MORTAR FROM UNIT FACES IMMEDIATELY AFTER
<br /> (FANS & CURBS) � O COORDINATE INSTALLATION WITH FOOD SERVICE CONTRACTOR
<br /> 16. AVERAGE OF ANY THREE CONSECUTIVE 28 DAY STRENGTH TESTS SHALL BE
<br /> SETTING. Prototype : P4E- HV 2020 -2.0 RELEASE
<br /> FIRE SUPPRESSION SYSTEM, FIRE PROVIDE SHOP DRAWINGS FOR FIRE MARSHAL APPROVAL. EQUAL TO OR GREATER THAN SPECIFIED STRENGTH, AND NOT MORE THAN 10%
<br /> ALARM PANEL, AND AUTO-DIALER O O USE HONEYWELL ES-50X PANEL WITH TELGUARD TG-7FS DIALEROF TESTS SHALL HAVE VALUES LESS THAN SPECIFIED STRENGTH. IN NO CASE 2. APPLY WATER REPELLENT SEALANT PER MANUFACTURERS INSTRUCTIONS. Prototype Issue Date: 7.14.2020
<br /> S --
<br /> FURNITURE (BENCHES, COUNTERS O O COORDINATE INSTALLATION WITH FOOD SERVICE CONTRACTOR HALL TEST HAVE A VALUE LESS THAN 90% OF SPECIFIED STRENGTH. Design Bulletin Updates:
<br /> BOOTHS, TABLES & CHAIRDIVISION 5 - METALS Date Issued: Bulletin Number:
<br /> MISCELLANEOUS MILLWORK O O COORDINATE INSTALL WITH SUPPLIER, REFER TO F.S. DRAWINGS FOR SCOPE OF WORK
<br /> (PARTITION WALLS) (PROVIDE BLOCKING) SECTION 03 48 40 - CONCRETE COUNTERTOPS (SCHEME A ONLY)
<br /> SECTION 05 12 00 - STRUCTURAL STEEL FRAMING
<br /> SECURITY SYSTEM O O COORDINATE INSTALLATION WITH SUPPLIER PRODUCT: CUSTOM CAST-IN-PLACE CONCRETE COUNTERTOPS 1ST BLDG. SUBMITTAL
<br /> STEEL BEAMS: ASTM-A992
<br /> P.O.S. WIRING O O COORDINATE EXACT LOCATIONS WITH VENDOR 1. MILLWORK VENDOR SHALL SUPPLY 3/4" PLYWOOD SUBSTRATE WITH FLAT BAR
<br /> STEEL EDGES READY TO RECEIVE CONCRETE POUR ON SITE. TUBE STEEL:ASTM-A500
<br /> SOUND SYSTEM Q O COORDINATE INSTALLATION WITH SUPPLIER, POWER BY GENERAL CONTRACTOR 2. CONCRETE MIX SHALL BE EQUAL PARTS PORTLAND CEMENT/ SAND / PLATES: ASTM-A36
<br /> LIMESTONE POWDER. PROVIDE SAMPLES TO OWNER TO VERIFY DESIRED
<br /> HEADSET& D/T TIMER SYSTEM O O COORDINATE INSTALLATION WITH SUPPLIER, POWER & CONDUIT BY GENERAL CONTRACTOR COLOR/TEXTURE. FASTENERS: A325N-BOLTS
<br /> 3. THE CONCRETE POUR THICKNESS SHALL BE 1 '/4 MINIMUM (FLUSH WITH THE PRIMER:SSPC-PAINT 25
<br /> PAINTED WALL MURAL AND COORDINATE INSTALLATION WITH THIRD PARTY CONTRACTOR TOP OF THE METAL EDGES).
<br /> INTERIOR GRAPHICS O 1. QUALITY ASSURANCE: FABRICATOR SHALL PARTICIPATE IN THE AISC QUALITY REVISIONS:
<br /> COORDINATE INSTALLATION WITH THIRD PARTY CONTRACTOR, FINAL CONNECTION & POWER BY 4. PROVIDE FIBER MESH TO HELP PREVENT CRACKING. CERTIFICATION PROGRAM AND IS DESIGNATED AN AISC-CERTIFIED SHOP. COMPLY 12.22.2020 1st Building Submittal
<br /> NEON SIGNAGE O O G.C. WITH APPLICABLE PROVISIONS OF AISC'S "CODE OF STANDARD PRACTICE FOR STEEL 1
<br /> 5. TROWEL SMOOTH SURFACE TO A MAXIMUM HEIGHT VARIATION OF 1/16" IN 4 BUILDINGS." 2
<br /> FEET. NO PINHOLES, VOIDS, OR TOOL MARKS ARE PERMITTED.
<br /> CONCRETE COUNTERTOPS O O DESIGN SCHEME A ONLY 2. WELDING: PROCEDURES AND PERSONNEL SHOULD QUALIFY ACCORDING TO AWS 3
<br /> 6. SEAL WITH GRADE 1 NON-PENETRATING MATTE FINISH COMMERCIAL CONCRETE D1.1 "STRUCTURAL WELDING CODE-STEEL." 4
<br /> RESTROOM LAVATORIES, SINKS, O O COORDINATE INSTALLATION WITH FOOD SERVICE CONTRACTOR/ROUGH-INS & FINAL SEALER. 5
<br /> AND MIRRORS CONNECTION BY G.C. FAUCET BY OWNER 3. FASTENERS: HIGH STRENGTH BOLTS & NUTS. BOLTS TO CONTAIN TWIST-OFF 6
<br /> WATER SOFTENER Q O COORDINATE ROUGH-IN LOCATIONS WITH VENDOR TENSION INDICATORS. 7
<br /> 4. SHOP DRAWINGS: PROVIDE SHOP DRAWINGS FOR APPROVAL AND SHOW COMPLETE 8
<br /> OPERABLE PANEL WINDOW O O DETAILS. FURNISH ALL REQUIRED ANCHOR BOLTS AND TEMPLATES FOR BOLT
<br /> INSTALLATION.
<br /> DAYLIGHT HARVESTING CONTROLS O LOW-VOLTAGE WIRING INSTALLED BY G.C. 5. ERECTION: COMPLY WITH AISC CODE & SPECIFICATIONS, AND MAINTAIN WORK IN A Sheet Title:
<br /> SAFE AND STABLE CONDITION DURING ERECTION. PROVIDE TEMPORARY BRACING &
<br /> SCHEDULE & INSTALLATION NOTES: SHORING N FINAL SHOP
<br /> DRAWINGS.SSE BASE PLATES ON CLEAN BEARING SURFACES REQUIRED. DO NOT SPLICE UNLESS APPROVED OUSING WEDGES OR PROJECT
<br /> 1. FOR OWNER FURNISHED ITEMS, THE CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE, UNLOAD AS REQUIRED, STORE, INVENTORY, AND BE RESPONSIBLE TO THE EXTENT OF OTHER ADJUSTMENTS AS REQUIRED. SOLIDLY PACK OPEN SPACE WITH NON-SHRINK SPECIFICATIONS
<br /> CARRYING NECESSARY INSURANCE TO COVER ITEMS IN CASE OF THEFT, FIRE LOSS OR MALICIOUS DAMAGE. IN ADDITION, THE CONTRACTOR SHALL BE EXPECTED TO PROVIDE GROUT.
<br /> PROTECTION ACCEPTABLE TO OWNER OF ALL OWNER FURNISHED ITEMS FROM CONSTRUCTION ACTIVITIES. Date: 12.21.2020
<br /> 6. PRIMER: SHOP PRIME STEEL SURFACES EXCEPT THE FOLLOWING: SURFACES
<br /> 2. THE OWNER WILL PROVIDE THE CONTRACTOR WITH A LISTING OF SUPPLIERS /VENDORS AND RELATED CONTACT INFORMATION FOR ALL OWNER-FURNISHED / EMBEDDED IN CONCRETE OR MORTAR. SURFACES TO BE FIELD WELDED Project Number: RAC19048.0
<br /> CONTRACTOR-INSTALLED ITEMS. SURFACES TO BE HIGH-STRENGTH BOLTED WITH SLIP CRITICAL CONNECTIONS
<br /> GALVANIZED SURFACES PROVIDE A UNIFORM, DRY FILM THICKNESS OF 2.0 Drawn By:
<br /> 3. THE CONTRACTOR SHALL PROVIDE ALL ROUGH-IN SERVICES AND MAKE ALL FINAL CONNECTIONS. THE CONTRACTOR SHALL BE REQUIRED TO REQUEST SHOP DRAWINGS, MILS.
<br /> CATALOG CUTS, SCHEDULES, ETC., FROM THE OWNER OR OWNER'S VENDORS AS NECESSARY TO PROPERLY COORDINATE UTILITY CONNECTIONS, PREPARATIONS, ROOF
<br /> OPENINGS, AND EQUIPMENT SUPPORTS TO ACCOMMODATE ACTUAL FURNISHED ITEMS AND EQUIPMENT.
<br /> 7. TOUCH-UP PRIME PAINT AFTER ERECTION. REPAIR ALL DAMAGED GALVANIZED
<br /> 4. THE CONTRACTOR SHALL DESIGNATE A COMPETENT INDIVIDUAL ON HIS STAFF AS HIS AUTHORIZED REPRESENTATIVE FOR OWNER-FU RNISHEI[I[EQIU IPPREWESR®51RE10BCRLTHE COATING MEMBERS, INCLUDING WELDS, WITH ZINC RICH FIELD COATING Sheet Number:
<br /> COLLECTION AND DISTRIBUTION OF INFORMATION RELATIVE TO DELIVERY SCHEDULES, PROPER RECEIPT AND REPORTING OF ALL SHIPMENTS AS DESCRIBED WITHIN THESE
<br /> DOCUMENTS, INCLUDING PROPER STORAGE AND HANDLING OF EQUIPMENT AT ALL TIMES.
<br /> A9 . 20 N
<br /> J
<br /> :D
<br /> Q
<br /> H
<br /> H
<br /> L
<br /> m
<br /> C/7
<br />
|