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<br /> CDT
<br /> SCHEDULE OF INSTALLATION & RESPONSIBILITIES
<br /> 8. INSTALL VAPOR BARRIER UNDER INTERIOR FLOOR SLABS ON FILL. LAP JOINTS DIVISION 4 - MASONRY N m
<br /> MINIMUM 6-INCHES AND SEAL WITH STEGO TAPE. REPAIR TEARS IN VAPOR ` x o ai
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<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 02 20 - CONCRETE MASONRY UNITS w _ X �
<br /> REINFORCEMENT. COORDINATE THE INSTALLATION OF JOINT MATERIALS AND 9 f"-- ti
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<br /> SITE ITEMS PROVIDED PROVIDED INSTALLED INSTALLED COMMENT OR DESCRIPTION: MOISTURE BARRIERS WITH PLACEMENT OF FORMS AND REINFORCING STEEL. MANUFACTURER: BORAL BRICK INC. / BEST BLOCK CONSTRUCTION MATERIALS _
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<br /> BY OWNER BY G.C. BY OWNER BY G.C. COLOR: INTEGRAL SPLIT CMU TEXAS BUFF
<br /> 9. DEPOSIT CONCRETE CONTINUOUSLY OR IN LAYERS OF SUCH THICKNESS THAT cn o
<br /> NO CONCRETE WILL BE PLACED ON CONCRETE WHICH HAS HARDENED SIZE: 8X8X16 0 0
<br /> SITE PYLON OR MONUMENT SIGN Q Q VERIFY/COORDINATE EXACT LOCATION PRIOR TO ELECTRICAL ROUGH-IN&INSTALLATION � � m
<br /> SUFFICIENTLY TO CAUSE THE FORMATION OF SEAMS OR PLANES OF MORTAR: SOLOMON 22X TAN o
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<br /> WEAKNESS. IF A SECTION CANNOT BE PLACED CONTINUOUSLY, PROVIDE �, C/) ti
<br /> SITE PYLON SIGN FOUNDATION O Q VERIFY/COORDINATE EXACT LOCATION PRIOR TO ELECTRICAL ROUGH-IN&INSTALLATION CONSTRUCTION JOINTS. DEPOSIT CONCRETE AS NEARLY AS PRACTICAL TO ITS NOTE: FOR "OR EQUAL" BRAND MATCH SPLIT CMU BLOCK BRAND TO THE P-7 TAMALE PAINT m N
<br /> FINAL LOCATION TO AVOID SEGREGATION. o
<br /> COLOR AND SUBMIT PHOTO SAMPLE FOR APPROVAL co
<br /> SITE MONUMENT SIGN FOUNDATION AND VERIFY 1 COORDINATE EXACT LOCATION PRIOR TO ELECTRICAL ROUGH-IN&INSTALLATION. REFER TO VENDOR SHOP 0
<br /> MASONRY BASE Q Q DRAWINGS AND ARCHITECTURAL DETAILS, 10. CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT
<br /> SUPPLEMENTED BY HAND-SPADING, RODDING, OR TAMPING. USE EQUIPMENT 1. General
<br /> SPEAKER,MENU AND PREVIEW BOARDS Q Q VERIFY/COORDINATE EXACT LOCATION PRIOR TO ELECTRICAL ROUGH-IN&INSTALLATION AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH REFER TO STRUCTURAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
<br /> ACI RECOMMENDED PRACTICES. HAND TAMP SURFACE OF CONCRETE TO
<br /> SPEAKER,MENU BOARD AND PREVIEW VERIFY I COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION REFER TO VENDOR SHOP RECEIVE POLISHED SURFACE FINISH TO REMOVE VOIDS AND PRODUCE 2. MATERIALS
<br /> BOARD FOUNDATIONS Q Q DRAWINGS AND STRUCTURAL DETAILS. UNIFORM CREAM SURFACE. 2.1. STANDARD CONCRETE MASONRY UNITS: (WHERE UNITS ARE SHOWN OR SCHEDULED TO BE
<br /> HEIGHT DETECTOR POLE& Q Q VERIFY/COORDINATE EXACT LOCATION PRIOR TO ELECTRICAL INSTALLATION. REFER TO VENDOR SHOP 11. PLACING CONCRETE SLABS: DEPOSIT AND CONSOLIDATE CONCRETE SLABS IN A PAINTED). ASTM C-90, TYPE 1, LIGHTWEIGHT UNITS. PROVIDE SPLIT-FACE OR OTHER
<br /> FOUNDATION DRAWINGS AND ARCHITECTURAL DETAILS. CONTINUOUS OPERATION, WITHIN LIMITS OF CONSTRUCTION JOINTS, UNTIL THE SPECIAL FACE FINISHES WHERE INDICATED ON THE DRAWINGS. Store:
<br /> DUMPSTER ENCLOSURE ROOF(WHEN PLACING OF A PANEL OR SECTION IS COMPLETED. 2.2. MORTAR: 1311 E. YOSEMITE AVE.
<br /> REQUIRED) Q Q REFER TO STRUCTURAL DETAILS. TYPE N MORTAR (750 PSI) SHALL BE PROPORTIONED ONE 94 LB. BAG PORTLAND CEMENT
<br /> BRING SLAB SURFACES TO CORRECT LEVEL WITH STRAIGHTEDGE AND (ASTM C-150, TYPE 1); ONE 50 LB. BAG HYDRATED LIME (ASTM C-207); SIX CUBIC FEET SAND MANTECA CA 95336
<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 (ASTM C-144).
<br /> HUMPS AND HOLLOWS. DO NOT DISTURB SLAB SURFACES PRIOR TO TYPE S MORTAR (1800 PSI) SHALL BE PROPORTIONED TWO 94 LB. BAGS PORTLAND CEMENT
<br /> LANDSCAPING Q Q COORDINATE INSTALLATION WITH THIRD PARTY CONTRACTOR BEGINNING FINISHING OPERATIONS. (ASTM C-150, TYPE 1); ONE 50 LB. BAG HYDRATED LIME (ASTM C-207); NINE CUBIC FEET SAND Restaurant #RC529
<br /> MAINTAIN REINFORCING IN PROPER POSITION DURING CONCRETE PLACEMENT. (ASTM C-144).
<br /> COORDINATE INSTALLATION WITH THIRD PARTY CONTRACTOR.CONTRACTOR RESPONSIBLE FOR WATER TAP,METER,AND PLASTISIZER: MAY BE USED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. Professional of Record: NAME
<br /> IRRIGATION SYSTEM O Q BACKFLOW DEVICE FORMS MAY BE REMOVED AFTER CURING AT NOT LESS THAN 50 DEGREES F. 2.3. WALL REINFORCEMENT: UNLESS OTHERWISE NOTED ON STRUCTURAL PLANS, DUR-O-WALL
<br /> FOR 24 HOURS PROVIDED CONCRETE IS HARD ENOUGH TO NOT BE DAMAGED BY LADDER-TYPE, #9 GA., GALVANIZED FINISH. INSTALL IN WALL AT 16" O.C. VERTICALLY.
<br /> IRRIGATION SLEEVES Q Q LOCATION OF SLEEVES TO BE COORDINATED WITH IRRIGATION CONTRACTOR AND ARCHITECT. FORM REMOVAL OPERATIONS, AND CONTINUED CURING AND PROTECTION IS 2.4. CORRUGATED METAL WALL TIES: 7/8"WIDE, HOT DIP GALVANIZED.
<br /> MAINTAINED. 2.5. MASONRY WALL TIES: D/A 210 VENEER ANCHOR WITH D/A 700-SERIES TRIANGLE TIES AND FvAA
<br /> D/A 808 CORROSION-RESISTANT SCREWS, AS MANUFACTURED BY DUR-O-WALL OR DESIGN
<br /> PROVIDED PROVIDED INSTALLED INSTALLED 12. FINISHING INTERIOR SLABS: FLOAT FINISH PER ACI 301. POWER TROWEL TO APPROVED EQUIVALENT. ANCHORS SHALL BE HOT-DIP GALVANIZED FINISH.
<br /> BUILDING EXTERIOR BY OWNER BY G.C. BY OWNER BY G.C. COMMENT OR DESCRIPTION: PRODUCE A SMOOTH SURFACE, RELATIVELY FREE OF DEFECTS. WHERE
<br /> CERAMIC TILE OCCURS, PROVIDE A FINE, LIGHT BROOM FINISH TO AID IN 2.6. CAVITY DRAINAGE MESH: MORTAR NET 10 INCH HIGH X CAVITY THICKNESS, TRAPEZOIDAL
<br /> VERIFY/COORDINATE EXACT LOCATION PRIOR TO ELECTRICAL ROUGH-IN&INSTALLATION. REFER TO VENDOR BRAND BONDING OF TILE TO SLAB. SHAPED, POLYESTER MESH, AS MANUFACTURED BY MORTAR NET USA OR APPROVED A r c h i t e c t u r a
<br /> EXTERIOR BUILDING SIGNAGE O Q BOOK FOR SIGN LOCATIONS
<br /> EQUIVALENT. Solutions Group
<br /> 13. FINISHING EXTERIOR SLABS: FINISH SLABS TO TRUE PLANES AND PROVIDE 38 EXECUTIVE PARK,
<br /> PAINTED WALL MURAL O Q COORDINATE INSTALLATION WITH SIGNAGE BRAND BOOK AND THIRD PARTY CONTRACTOR LIGHT BROOM FINISH. 3. INSTALLATION SUITE 310
<br /> 3.1. COMPLY WITH ACI 530.1 AND NCMA TEK BULLETINS. IRVINE, CA 92614
<br /> FLAG MOUNTS&POLES Q Q VERIFY/COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION 14. TOLERANCE: FINISHED SLABS SHALL BE LEVEL WITH TOLERANCE OF 1/8" IN TEN 3.2. LAY ONLY DRY CONCRETE MASONRY UNITS. LAY WITH FULL FACE SHELL BEDDING. CONTACT: JEFF LIEDERMAN
<br /> FEET, WHEN TESTED WITH TEN FOOT STRAIGHT EDGE PLACED ON THE EXPOSED JOINTS SHALL BE TOOLED CONCAVE. INSTALL WEEP HOLES, NAILING ANCHORS, (949) 430-7051
<br /> SURFACE AT NOT LESS THAN TWO DIFFERENT ANGLES. UNIFORMLY SLOPE EMBEDDED ITEMS, AND OTHER APPURTENANCES AS WORK PROGRESSES. JLIEDERMAN@PMDGINC.COM
<br /> DRIVE-THRU WINDOWS Q Q PROVIDE POWER AS REQUIRED SURFACE TO AREA DRAIN. LOCATE AND INSTALL CONTROL JOINTS 1-1/4" DEEP
<br /> MIN. AT A MAXIMUM SPACING OF 15 FEET ON CENTER EACH WAY. 3.3. PROVIDE VERTICAL AND HORIZONTAL EXPANSION, CONTROL AND ISOLATION JOINTS IN
<br /> MASONRY TO ACCOMMODATE CMU SHRINKAGE AND MOVEMENT PER ACI 530.1.
<br /> EXTERIOR WINDOW CANOPIES O Q PROVIDE POWER AS REQUIRED 15. THE CONTRACTOR SHALL ENGAGE AND PAY FOR A TESTING LABORATORY FOR 3.4. TOOL ALL JOINTS CONCAVE.
<br /> STRENGTH AND SLUMP TEST. 3.5. REMOVE MORTAR FROM FACE OF CMU BEFORE IT SETS.
<br /> CORRAL ROOF AND PATIO ROOF Q Q REFER TO STRUCTURAL DETAILS. 3.6. CLEAN ALL MASONRY BEFORE BUILDING OCCUPANCY. DO NOT POWER WASH.
<br /> a. TEST SPECIMENS FOR COMPRESSIVE STRENGTH IN ACCORDANCE WITH
<br /> ASTM C31 AND C39. SECTION 04 21 13 - BRICK MASONRY
<br /> PATIO FURNITURE Q Q PROVIDE POWER AS REQUIRED b. MAKE AT LEAST ONE STRENGTH TEST FOR EACH 100 CUBIC YARDS, OR
<br /> FRACTION THEREOF, OF EACH MIX DESIGN OF CONCRETE PLACED IN ANY FACE BRICK: REFER TO SCHEDULE OF EXTERIOR MATERIALS FOR MANUFACTURER &
<br /> 1 DAY. COLOR RC
<br /> BUILDING INTERIOR PROVIDED PROVIDED INSTALLED INSTALLED COMMENT OR DESCRIPTION: C. PREPARE FIVE (5) TEST CYLINDERS FROM EACH OF THE ABOVE SAMPLES TFC,
<br /> BY OWNER BY G.C. BY OWNER BY G.C. IN ACCORDANCE WITH ASTM C32 FOR LABORATORY CURED SPECIMENS. SPLIT-FACE: 8"X16"X4" SPLIT-FACE CONCRETE MASONRY UNIT REY S.
<br /> STEEL FABRICATION(GALV.&S.S. TEST TWO (2) CYLINDERS AT AGE 7 DAYS FOR PRELIMINARY INDICATION EDERMPN
<br /> COUNTERS,PANELS,WALL CAPS) Q Q COORDINATE INSTALLATION WITH FOOD SERVICE CONTRACTOR OF DESIGN STRENGTH. TEST TWO (2) CYLINDERS AT AGE 28 DAYS FOR MORTAR: TYPE "N", REFER TO SCHEDULE OF EXTERIOR MATERIALS FOR c,2g534
<br /> THE BASIS OF QUALITY CONTROL AS SPECIFIED BY ACI 318. RETAIN ONE MANUFACTURER, COLOR, AND JOINT PROFILE N� Q
<br /> KITCHEN EQUIPMENTQ Q COORDINATE INSTALLATION WITH FOOD SERVICE CONTRACTOR/ROUGH-INS&FINAL CONNECTION BY G.C. (1) CYLINDER FOR 45 DAY TESTING IF REQUIRED. PPR w0 o OE
<br /> d. DETERMINE SLUMP OF THE CONCRETE SAMPLE FOR EACH STRENGTH EXTERIOR CLADDING: sT RENE �o
<br /> TEST IN ACCORDANCE WITH ASTM C143. 9�F 0 F C Pte\
<br /> WALL-IN COOLER I FREEZER& Q Q COORDINATE INSTALLATION WITH FOOD SERVICE CONTRACTOR/ROUGH-INS&FINAL CONNECTION BY G.C. e. DETERMINE PERCENT OF AIR CONTENT IN ACCORDANCE TO ASTM C231 ANCHORS: 2-PIECE GALV. ANCHOR TIES
<br /> REFRIGERATION EQUIPMENT OR ASTM C173. -BASE PLATE: SCREW-ON CHANNEL SLOT, 14 GA. MIN.
<br /> -ANCHOR HEAD: TRIANGLE WIRE, 9 GA. MIN., 1-1/2" MIN. GROUT EMBED Prototype : P4 EXTENDED- HV, SCHEME A
<br /> KITCHEN EXHAUST HOOD(FANS& Q Q COORDINATE INSTALLATION WITH FOOD SERVICE CONTRACTOR 16. AVERAGE OF ANY THREE CONSECUTIVE 28 DAY STRENGTH TESTS SHALL BE -16 GAUGE SHEET METAL ANCHORS ARE ACCEPTABLE.
<br /> CURBS) o -LIGHT GAUGE CORRUGATED WALL TIES ARE NOT ACCEPTABLE. Prototype Issue Date: 6.29.2020
<br /> EQUAL TO OR GREATER THAN SPECIFIED STRENGTH, AND NOT MORE THAN 10%
<br /> FIRE SUPPRESSION SYSTEM,FIRE ALARM PROVIDE SHOP DRAWINGS FOR FIRE MARSHAL APPROVAL. USE HONEYWELL ES-50X OF TESTS SHALL HAVE VALUES LESS THAN SPECIFIED STRENGTH. IN NO CASE Design Bulletin Updates: INCLUDED
<br /> PANEL,AND AUTO-DIALER Q Q PANEL WITH TELGUARD TG-7FS DIALER SHALL TEST HAVE A VALUE LESS THAN 90% OF SPECIFIED STRENGTH. FLASHING: NERVASTRAL; MEMBRANE FLASHING; (#56)
<br /> Date Issued: Bulletin Number:
<br /> FURNITURE(BENCHES,COUNTERS BOOTHS, Q Q COORDINATE INSTALLATION WITH FOOD SERVICE CONTRACTOR WEATHER RESISTANT BARRIER: REFER TO SECTION 07 25 00
<br /> TABLES&CHAIRS) NOV. 2018 1 & 2
<br /> MISCELLANEOUS MILLWORK Q Q COORDINATE INSTALL WITH SUPPLIER,REFER TO F.S.DRAWINGS FOR SCOPE OF WORK(PROVIDE BLOCKING) SECTION 03 48 40 - CONCRETE COUNTERTOPS (SCHEME A ONLY) MORTAR DROPPING MESH: MORTARNET WITH INSECT BARRIER OR EQUAL 1ST BLDG. SUBMITTAL
<br /> (PARTITION WALLS)
<br /> PRODUCT: CUSTOM CAST-IN-PLACE CONCRETE COUNTERTOPS VENTS: RECTANGULAR PLASTIC, CLEAR BUTYRATE, (3/8" X 1-1/2" X 3)
<br /> SECURITY SYSTEM Q Q COORDINATE INSTALLATION WITH SUPPLIER
<br /> 1. MILLWORK VENDOR SHALL SUPPLY 3/4" PLYWOOD SUBSTRATE WITH FLAT BAR INTERIOR VENEER
<br /> STEEL EDGES READY TO RECEIVE CONCRETE POUR ON SITE.
<br /> P.O.S.WIRING O Q COORDINATE EXACT LOCATIONS WITH VENDOR ANCHORS: GALV. CORRUGATED WALL TIES
<br /> 2. CONCRETE MIX SHALL BE EQUAL PARTS PORTLAND CEMENT/ SAND /
<br /> SOUND SYSTEM Q Q COORDINATE INSTALLATION WITH SUPPLIER,POWER BY GENERAL CONTRACTOR LIMESTONE POWDER. PROVIDE SAMPLES TO OWNER TO VERIFY DESIRED INSTALLATION
<br /> COLOR/TEXTURE.
<br /> 1. LAYOUT WALLS IN ADVANCE FOR ACCURATE SPACING WITH UNIFORM JOINT
<br /> HEADSET&D/T TIMER SYSTEM Q Q COORDINATE INSTALLATION WITH SUPPLIER,POWER&CONDUIT BY GENERAL CONTRACTOR 3. THE CONCRETE POUR THICKNESS SHALL BE 1 'A MINIMUM (FLUSH WITH THE THICKNESS AND FOR ACCURATE LOCATIONS OF OPENINGS.
<br /> TOP OF THE METAL EDGES). REVISIONS:
<br /> PAINTED WALL MURAL AND COORDINATE INSTALLATION WITH THIRD PARTY CONTRACTOR 2. CUT MASONRY WITH MOTOR DRIVEN SAWS. AVOID USING LESS THAN HALF-SIZE 1 08-07-20 1st. Bldg. Submittal
<br /> INTERIOR GRAPHICS Q Q 4. PROVIDE FIBER MESH TO HELP PREVENT CRACKING. UNITS, PARTICULARLY AT CORNERS & JAMBS. 2
<br /> NEON SIGNAGE Q Q COORDINATE INSTALLATION WITH THIRD PARTY CONTRACTOR,FINAL CONNECTION&POWER BY G.C. 5. TROWEL SMOOTH SURFACE TO A MAXIMUM HEIGHT VARIATION OF 1/16" IN 4 3. COMPLY WITH TOLERANCES IN ACI 530.1/ASCE 6/TMS 602. DO NOT VARY FROM PLUMB 3
<br /> FEET. NO PINHOLES, VOIDS, OR TOOL MARKS ARE PERMITTED. BY MORE THAN 1/4" IN 20-FEET. KEEP CAVITIES CLEAR OF MORTAR DROPPINGS AND 4
<br /> OTHER MATERIALS DURING CONSTRUCTION. PROVIDE APPROX. 2-INCHES OF AIR 5
<br /> CONCRETE COUNTERTOPS 0 Q DESIGN SCHEME AONLY 6. SEAL WITH GRADE 1 NON-PENETRATING MATTE FINISH COMMERCIAL CONCRETE SPACE BETWEEN BACK OF MASONRY VENEER AND SHEATHING. 6
<br /> RESTROOM LAVATORIES,SINKS,AND Q Q COORDINATE INSTALLATION WITH FOOD SERVICE CONTRACTOR/ROUGH-INS&FINAL CONNECTION BY G.C. SEALER. 6. SPACE ANCHORS AS INDICATED BUT NOT MORE THAT 16-INCHES O.C. VERTICALLY 7
<br /> MIRRORS FAUCET BY OWNER AND 24-INCHES O.C. HORIZONTALLY. INSTALL ADDITIONAL ANCHORS WITHIN 8
<br /> 12-INCHES OF OPENINGS AND AT INTERVALS, NOT EXCEEDING 36-INCHES AROUND 9
<br /> WATER SOFTENER Q Q COORDINATE ROUGH-IN LOCATIONS WITH VENDOR PERIMETER.
<br /> OPERABLE PANEL WINDOWQ Q 7. INSTALL EMBEDDED FLASHING & WEEP HOLES IN MASONRY AT ALL BRICK SHELF,
<br /> LINTELS, LEDGES AND OTHER OBSTRUCTIONS TO DOWNWARD FLOW OF WATER IN
<br /> WALL &WHERE INDICATED. EXTEND FLASHING 4-INCHES AT ENDS AND TURN Sheet Title:
<br /> SCHEDULE & INSTALLATION NOTES: FLASHING UP NOT LESS THAN 2-INCHES TO FORM A "PAN." INSTALL WEEP HOLES IN
<br /> THE HEAD JOINTS IN EXTERIOR WYTHES OF THE FIRST COURSE OF THE MASONRY 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 IMMEDIATELY ABOVE THE EMBEDDED FLASHING. USE RECTANGULAR PLASTIC
<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 TUBING TO FORM WEEP HOLES. SPACE WEEP HOLES AT 32-INCHES O.C. SPECIFICATIONS
<br /> PROTECTION ACCEPTABLE TO OWNER OF ALL OWNER FURNISHED ITEMS FROM CONSTRUCTION ACTIVITIES. Date:
<br /> SECTION 04 72 00 - CAST STONE MASONRY 08.07.2020
<br /> 2. THE OWNER WILL PROVIDE THE CONTRACTOR WITH A LISTING OF SUPPLIERS /VENDORS AND RELATED CONTACT INFORMATION FOR ALL OWNER-FURNISHED / Project Number:
<br /> CONTRACTOR-INSTALLED ITEMS. PRODUCT: CAST STONE BY MARCSTONE OR APPROVED EQUAL RAC19024.0
<br /> 3. THE CONTRACTOR SHALL PROVIDE ALL ROUGH-IN SERVICES AND MAKE ALL FINAL CONNECTIONS. THE CONTRACTOR SHALL BE REQUIRED TO REQUEST SHOP DRAWINGS, COLOR: REFER TO SCHEDULE OF EXTERIOR MATERIALS Drawn By: XXX/XXX
<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. 1. WET UNITS WITH CLEAN WATER PRIOR TO SETTING. SET UNITS IN FULL BED OF
<br /> MORTAR. REMOVE EXCESS MORTAR FROM UNIT FACES IMMEDIATELY AFTER
<br /> 4. THE CONTRACTOR SHALL DESIGNATE A COMPETENT INDIVIDUAL ON HIS STAFF AS HIS AUTHORIZED REPRESENTATIVE FOR OWNER-FURNISHED EQUIPMENT. THIS INDIVIDUAL SETTING. Sheet Number:
<br /> WILL BE RESPONSIBLE FOR THE COLLECTION AND DISTRIBUTION OF INFORMATION RELATIVE TO DELIVERY SCHEDULES, PROPER RECEIPT AND REPORTING OF ALL SHIPMENTS
<br /> AS DESCRIBED WITHIN THESE DOCUMENTS, INCLUDING PROPER STORAGE AND HANDLING OF EQUIPMENT AT ALL TIMES. 2. APPLY WATER REPELLENT SEALANT PER MANUFACTURER'S INSTRUCTIONS.
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