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PERFORMANCE
<br />SPECIFICATION ---
<br />SECTION VII ELECTRICAL WORK - CONTINUED
<br />CO
<br />PART 2 - PRODUCTS
<br />2.1 IDENTIFICATION OF EQUIPMENT AND WIRING: PROVIDE IDENTIFICATION WITH
<br />DYMO TAPE OR EQUAL FOR ALL SERVICE ENTRANCE AND DISTRIBUTION
<br />EQUIPMENT INCLUDING MAIN SWITCHGEAR, PANELS, DISCONNECT SWITCHES,
<br />CONDUITS, ETC., AND FOR MOTOR FEEDERS INCLUDING SWITCHES, STARTERS
<br />AND MOTORS.
<br />2.2 LIGHT FIXTURES TO BE PROVIDED BY OWNER.
<br />2.3 CONDUITS: PROVIDE THE FOLLOWING TYPES OF RACEWAYS IN ACCORDANCE
<br />WITH THE SPECIFIC APPLICATION OF LOCATION INDICATED.
<br />2.3.1 RIGID GALVANIZED STEEL: WHERE EXPOSED TO THE WEATHER; FOR
<br />ENCLOSING MAIN GROUNDING CONDUCTOR: WHERE REQUIRED FOR
<br />MECHANICAL PROTECTION OR WHERE SPECIFICALLY INDICATED, MATERIAL
<br />SHALL BE AS MANUFACTURED BY GERNERAL ELECTRIC, REPUBLIC
<br />YOUNGSTOWN STEEL AND TUBE, OR EQUAL. PROTECT WITH ASPHALTIC
<br />PROTECTIVE COATING WHEN BELOW FINISH GRADE.
<br />2.3.2 SEALOFFS: WHERE CONDUITS EXIT FLOOR OR CONCRETE AT DISPENSERS,
<br />AUTO GAUGING, SUBMERSIBLE PUMPS, AND INTERIOR DISTRIBUTION PANEL.
<br />2.3.3PVC CONDUITS: ALL WIRING RUNS BURIED UNDERGROUND UNLESS
<br />OTHERWISE INDICATED. MATERIAL SHALL BE HEAVY WALL, TYPE II RIGID
<br />SCHEDULE 40 AS MANUFACTURED BY CARLON, BALDWIN, TRIANGLE, OR EQUAL.
<br />PVC CONDUITS SHALL_ BE U1. LISTED AND APPROVED,
<br />2.4 CONDUCTORS:
<br />CON
<br />SECTION VII ELECTRICAL WORK CONTINUED
<br />PART 3 - EXECUTION = CONTINUED
<br />G T
<br />3.8 OPERATING AND ACCEPTANCE. TESTS:
<br />3.8.1 CONDUCT OPERATING TEST ON ENTIRE ELECTRICAL INSTALLATION; ALL SYSTEMS
<br />MUST BE COMPLETE AND IN GOOD OPERATING ORDER. REFER TO START -IJP AND FINAL
<br />CHECK-OUT OF SYSTEM COVERED ELSEWHERE.
<br />DO NOT START OR OPERATE EQUIPMENT WITHOUT SPECIFICDIRECTIVES OF OWNER'S
<br />SPECIFIED REPRESENTATIVE. ANY DAMAGE TO OWNER'S EQUIPMENT DUE TO
<br />DEFECTIVE INSTALLATION AND/OR OPERATION WILL. BE THE RESPONSIBILITY OF THAT
<br />SUBCONTRACTOR FOR CORRECTION, REPLACEMENT AND/OR MONETARY COMPENSATION
<br />AS REQUIRED.
<br />3.8.2 MAKE INSULATION TESTS ON MAIN SERVICE EQUIPMENT AND ALL FEEDERS AND
<br />PANELBOARDS.
<br />3.8.3TEST GROUND: RESISTANCE TO GROUND SHALL NOT EXCEED 25 OHMS.
<br />3.8.41NSPECT ALL PANELBOARDS. ALL CONNECTIONS MUST BE TIGHT AND SECURE.
<br />3.9"AS-BUILT' DRAWINGS: FURNISH OWNER'S CONSTRUCTION MANAGER WITH ONE SET
<br />OF MARKED -UP PRINTS SHOWING "AS -BUILT' INSTALLATION.
<br />3.IOFINAL ACCEPTANACE: UPON COMPLETION OF WORK, PRESENT CERTIFICATE OF APPROVAL
<br />OF LOCATION OR COVERNING INSPECTION AUTHORITY,
<br />3.1 1 CLEAN-UP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING
<br />THE PREMISES CLEAN AND NEAT AT ALL TIMES. -
<br />SECTION VIII PAINTING
<br />`tRFFS
<br />SECTION IX CANOPIES - CONTINUED
<br />PART 1 - GENERAL - CONTINUED
<br />1.1.1 COMPLETE FABRICATION DRAWINGS INCLUDING FOOTINGS DESIGN.
<br />1.1.2COMPLETE ABOVE GROUND STRUCTURAL SUPPORT SYSTEM.
<br />1.1.3STEEL ROOF DECK, SMOOTH WHITE 90% REFLECTIVE PAINT.
<br />1.1.4ROOF BRACING.
<br />1.1.5CAP FLASHING.
<br />1.1.61DOWNSPOUTS - INTERNAL INSIDE COLUMNS.
<br />1.'1.7PERMITS AND INSPECTIONS.
<br />1. 1.8 INSTALLATION AND FRAMING FOR OWNER -SUPPLIED FASCIA SIGNS INCLUDING ELECTRIC.
<br />1. 1.9 INSTALLATION AND FRAMING FOR FASCIA MATERIAL AS PER OWNER SPECIFICATIONS.
<br />PART 2 - PRODUCTS
<br />2.1 ROOF STEEL DECK: ROOF STEEL DECK SHALL BE 2 1/4 " MINIMUM DEEP, 24 GAUGE
<br />BAKED WHITE ENAMEL STEEL WITH MINIMUM SECTIN MODULES OF 0.25 IN 1/4 3 MOMENT
<br />OF INERTIA OF 0.030 IN 14/4 4.
<br />2.2 STRUCTURAL STEEL:
<br />2.2.1 ALL STRUCTURAL STEEL TO BE A.S.T.M. A-36 AND SHALL COMPLY WITH THE STANDARD
<br />SPECIFICATIONS FOR STRUCTURAL STEEL FOR BUILDINGS OF A.I.S.C. AND WITH THE
<br />A.I.S.C. CODE OF STANDARD PRACTICE (LATEST EDITION).
<br />2.2.2HIGH STRENGTH BOLTS SHALL CONFORM TO THE STANDARD SPECIFICATIN A.S.T.M.
<br />A325", AND SHALL BE PROVIDED WITH CARBONIZED WASHERS UNDER THE NUTS.
<br />2.2.3ALL OTHER BOLTS SHALL BE A-307 AND SHALL CONFORM TO A.S.T.M. STANDARDS,
<br />*WITH WASHER REQUIRED.
<br />2.2.4ALL HIGH STRENGTH BOLTS SHALL BE TORQUED TO PROVIDE A MINIMUM TENSION IN
<br />BOLT OF 90% OF MINIMUM PROOF LOAD OF THE BOLT.
<br />2.2.5TUBE COLUMNS SHALL COMPLY WITH A-53, GRADE B.
<br />2.2.6ALI_ TUBE COLUMNS SHALL BE 46 KSI STEEL.
<br />2.2.7 ALL WELDING SHALL BE WITH E70XX ELECTRODES AND BE ACCOMPLISHED BY
<br />CERTIFIED WELDERS.
<br />2..3 FASCIAL:
<br />2.3.1 FASCIA BACKING PLYWOOD SHALL BE MINIMUM 1/2 " THICK MARINE GRADE. MARINE
<br />GRADES SHALL MEET THE REQUIREMENTS OF EXTERIOR TYPE AND SHALL BE ON OF
<br />GRADE 1-1, HIGH DENSITY OVERLAY.
<br />2.12VERTICAL SUPPORTS SHALL. BE 14 GA STEEL. STUDS AT 14" O.C. OR 3 X 3 X 1/4
<br />STEEL ANGLES ALL AT 24" O.C. WITH CORRESPONDING MEMBERS TOP AND BOTTOM
<br />SUPPORT.
<br />2.3.3SCREWS FOR FASCIA SHALL BE ALUMINUM OR GALVANIZED SIZE AS REQUIRED.
<br />2.3.4REFER TO PROJECT DRAWINGS FOR FASCIA MATERIAL AND INSTALLATION. MATERIAL
<br />SHALL BE ONE OF THE FOLLOWING:
<br />A. BACK -LIGHT FABRICATED SIGH SYSTEM
<br />B. PREFIINISHED METAL FASCIA SYSTEM.
<br />C. PREFINISHED FASCIA MATERIAL AS SELECTED.
<br />PART 3 -- EXECUTION
<br />3.1 FABRICATION DRAWINGS:
<br />3. 1 .1 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERED AND
<br />STAMPED SHOP DRAWINGS FOR OVERHEAD STRUCTURE AND FOUNDATION SYSTEMS.
<br />3.1.2DRAWINGS SHALL SHOW PROJECT LOCATION AND ADDRESS.
<br />3.1.30RIGINAL ENGINEER'S STAMP FOR APPROPRIATE STATE SHALL BE AFFIXED TO
<br />EACH PAGE OF DRAWINGS.
<br />3.1.4SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SOILS REPORT NUMBER AND DATE
<br />FOR WHICH CANOPY FOOTINGS WERE DESIGNED.
<br />3.1.5SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SIZE, WEIGHT, TYPE AND NUMBER
<br />OF ALL STRUCTURAL MEMBERS.
<br />3.1.6ALL DESIGN LOADS SHALL COMPLY WITH U.B.0 LATEST EDITION AND LOCAL
<br />BUILDING DEPARTMENT REQUIRED LOADINGS, WHICHEVER IS MOST STRINGENT. MINIMUM
<br />DESIGN LOADS SHALL BE CONSIDERED TO BE: WIND 100#, LIVE 35#, UPLIFT 35#
<br />AND DEAD LOAD 35# OR AS LOCAL STRUCTURAL DESIGN DICTATES, IF APPLICATION
<br />IS SUBJECT TO HIGH ALTITUDE (SNOW) LOADING, DESIGN SHALL BE ADJUSTED TO
<br />COMPLY ACCORDINGLY.
<br />3.1.7 DEFLECTION OF ALL STRUCTURAL MEMBERS SHALL BE LIMITED TO SPAN/240 FOR
<br />L. L. ONLY.
<br />3.1.8 ATTACH DECK STRUCTURAL SUPPORTS WITH 3/8 " DIAMETER BOLTS.
<br />3.1.9 ROOF DECK SHALL BE AN I.C.B.O. APPROVED DIAPHRAGM DECK AND ATTACHED IN
<br />A MANNER THAT COULD BE CONSIDERED A DIAPHRAGM. AN ALTERNATE TO THIS IS
<br />1/2" DIAMETER STEEL ROD DIAGONAL X -BRACING WITH TURNBUCKLES. LAYOUT OF
<br />ROD BRACING AND CONNECTIONS TO STRUCTURAL MEMBERS SHALL BE APPROVED BY
<br />STRUCTURAL ENGINEER.
<br />3.1.10 CONCRETE FOOTINGS SHALL BE MADE WITH STONE AGGREGATE AND SHALL HAVE
<br />A COMPRESSIVE STRENGTH TO A MINIMUM 3000 LBS. PER SQUARE INCH WITHIN 28
<br />DAYS AFTER POURING.
<br />3.1.11 ALL FOUNDATION METAL REINFORCEMENT SHALL BE DEFORMED TYPE BARS
<br />(EXCEPT #2 BARS) AND SHALL CONFORM TO THE REQUIREMENTS OF THE "STANDARD
<br />SPECIFICATION A.S.T.M. 615 GRADE 40".
<br />3.1.12 THE SHOP DRAWINGS SHALL EXPLICITLY SHOW LOCATION OF DOWNSPOUTS,
<br />GASOLINE VENT LINES, ETC., AS RELATED TO ANY AND ALL UTILITIES AND/OR
<br />PIPING AT COLUMN LOCATIONS. ROOF DRAINS AND LEADERS SHALL BE DIRECTED
<br />DOWN THE INTERIOR CANOPY COLUMN EXITING SIDE OF ISLAND FORM, LEVEL OR ABOVE
<br />FINISH GRADE OF CONCRETE SIDE PAD ON DOWNHILL SIDE OF ISLAND. DOWNSPOUTS
<br />SHALL BE 4" X 4" CONSTRUCTED OF 16 GA GALVANIZED METAL OF FREEZE -PROOF
<br />OR OPEN -FACE DESIGN. STRAP TO CANOPY COLUMN AT 24" O.C.
<br />3.1.13 INCLUDE IN DESIGN PROVISION FOR OVERFLOW DEVICE AT OPPOSITE CORNERS OR
<br />CANOPY.
<br />3.1.14 CONSTRUCTION NOT SPECIFICALLY INDICATED SHALL BE ACCOMPLISHED PER
<br />MINIMUM REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION.
<br />3.1.15 IF THERE ARE ANY CONFLICTS BETWEEN LINES ON DRAWINGS AND GENERAL NOTES
<br />OR WITH SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS GOVERN.
<br />3.1.16 ANY DEVIATION FROM THE PLANS OR SPECIFICATIONS SHALL BE APPROVED BY
<br />SOUTHLAND'S CONSTRUCTION REPRESENTATIVE.
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<br />2.4.1 FURNISH AND INSTALL COLOR CODED COPPER CONDUCTORS; 600 VOLT, OF
<br />SIGNAL CONTROL
<br />PART 1 -- GENERAL
<br />SIZES INDICATED. MINIMUM SIZE #12 (TFFN) EXCEPT FOR AND
<br />m
<br />CIRCUITS AND WHERE OTHERWISE NOTED, TYPE TW (60 DEGREES CENTIGRADE)
<br />1.1 SCOPE:- THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS,
<br />FOR GENERAL BRANCH CIRCUIT WIRING; TYEP THN (90 DEGREES CENTIGRADE)
<br />SERVICES, EQUIPMENT AND APPLIANCES IN CONJUNCTION WITH OR PROPERLY INCIDENTAL
<br />FOR SUPPLY CNNECTIONS TO LIGHT FIXTURES. INSTALL PER COLOR CODE OF
<br />TO THE COMPLETION OF ALL PAINTING OF SURFACES COMPLETE, INCLUDING
<br />NEC.
<br />PAINTING OF THE FOLLOWING SURFACES:
<br />2.4.2SHIELDED CABLES: PROVIDE SHIELDED CABLE FOR INTERCOM AS PER
<br />1.1,1 MISCELLANEOUS METAL, DOWNSPOUNTS,; COLUMNS, POSTS, ISLAND FORMS, VENT
<br />a
<br />MANUFACTURER'S SPECIFICATIONS AND AS REQUIRED ON DRAWINGS.
<br />LINES, MANHOLE COVERS AND ELECTRICAL CONDUITS.
<br />2.5
<br />SPLICES AND CONNECTIONS: PROVIDE SPLICES ONLY IN READILY ACCESSIBLE
<br />1.2 PAINTING DOES NOT INCLUDE:
<br />OUTLET BOXES. PROVIDE INSULATED PRESSURE CONNECTORS OR "CRIMP -ON"
<br />1.2.1 PAINTING CANOPY SOFFITS.
<br />SLEEVES WITH OVERALL NYLON INSULATORS FOR CONDUCTORS. CONNECTORS
<br />1.2.2 PAINTING LIGHT FIXTURES.
<br />a
<br />SHALL BE 3M "SCOTCHI_OK", BUCHANNAN SPLICE CAPS WITH INSULATED WRAP,
<br />OR IDEAL "CRIMP -SLEEVES" WITH SCAR CAP INSULATOR OR EQUAL.
<br />1.2.3 PAINTING FASCIA SIGN FRAMES.
<br />2.6
<br />PANELBOARDS:
<br />1.2.4 PAINTING GASOLINE EQUIPMENT.
<br />z
<br />2.6.1 BRANCH CIRCUIT PANELBOARDS: PROVIDE FLUSH -MOUNT CIRCUIT BREAKER TYPE
<br />1.3 COLOR SCHEDULE: COLOR OF PAINTS SHALL BE AS LISTED IN COLOR ° SCHEDULE.
<br />PANELBOARDS WITH THERMAL MAGNETIC, MOLDED CASE, GENERAL ELECTRIC TYPE NLRB
<br />PART
<br />2, - PR�DU(TS
<br />OR APPROVED EQUAL, WITH PLUG-IN CIRCUIT BREAKERS, GENERAL ELECTRIC TYPE NLQF
<br />2.1 PAINT MANUFACTURERS AND PRODUCTS: FAINTING SYSTEM AS SPECIFIED HEREIN IS
<br />OR APPROVED EQUAL. PROVIDE GROUNDING TERMINAL BLOCK IN EACH PANELBOARD
<br />BASED ON PRODUCTS OF THE GLIDDEN COATING & RESINS COMPANY, A DIVISION OF
<br />SEE INDIVIDUAL PANEL SCHEDULE ON DRAWINGS,
<br />SCM CORPORATION. HOWEVER, EQUAL PAINTING SYSTEMS OF PRATT & LAMBERT, PPG
<br />2.6.2ACCEPTBALE SUBSTITUTES: DISTRIBUTION EQUIPMENT EQUIVALENT IN TYPE,
<br />INDUSTRIES AND BENJAMIN MOORE"WILL BE CONSIDERED.
<br />CLASSIFICATION AND QUALITY IN ACCORDANCE WITH NEMA STANDARDS AS MANUFACTURED
<br />2.2 PAINTING COATS AND PRODUCTS:
<br />BY CUTLER -HAMMER, FEDERAL_ PACIFIC, ITE, SQUARE D AND WESTINGHOUSE ARE
<br />2.2.1 GASOLINE ISLAND METALS AND VENT LINES: SHALL BE GLIDDEN SPREAD LUSTRE
<br />ACCEPTABLE AS SUBSITIUTIES, WHEN APPROVED IN WRITING.
<br />ALKYD SEMI -GLOSS PAINT #4656 ARCHITECTURAL BROWN.
<br />PART 3 - EXECUTION
<br />P3,1 ART
<br />2.2.2PAINT ALL MANHOLES COVERS AND 4" SURROUNDING CONCRETE, INSIDE AND OUT,
<br />w
<br />COORDINATE TIME SCHEDULES, INSTALLATION, HOOK-UPS AND MISCELLANEOUS
<br />IN ACCORDANCE WITH STANDARD INDUSTRY COLOR CODE AS SHOWN:
<br />PROCEDURES WITH ALL OTHER TRADES THAT WILL BE INVOLVED TO EXPEDITE THE
<br />COMPLETION OF THE CONTRACT. THE ELECTRICAL SUBCONTRACTOR SHALL BE SOLEY
<br />API COLOR CODES:
<br />RESPONSIBLE FOR THE PROPER INSTALLATION OF THE ELECTRICAL WORK.
<br />LEADED REGULAR SOLID BLUE
<br />3.2
<br />CONDUITS: FURNISH AND INSTALL A COMPLETE OVERALL CONDUIT RACEWAY SYSTEM
<br />LEADED PREMIUM SOLID RED
<br />UNLEADED REGULAR WHITE W/BLACK CROSS
<br />FOR ALL WIRING AND CONDUCTORS. PROVIDE SIZES AND RACEWAYS AS INDICATED ON
<br />UNLEADED PREMIUM RED W/WHITE CROSS
<br />DRAWINGS OR AS REQUIRED BY NATIONAL ELECTRICAL CODE FOR CONDUCTORS TO BE
<br />LEADED REGULAR W/ EXTENDER BLUE W/WHITE BAND
<br />CONTAINED. ALL RACEWAYS SHALL CONFORM TO THE FOLLOW REQUIREMENTS:
<br />UNLEADED REGULAR W/EXTENDER WHITE W/BLACK CROSS & BLACK BAND
<br />3.2.1 CONCEAL ALL CONDUIT RUNS EXCEPT WHERE EXPOSED RUNS ARE AUTHORIZED
<br />UNLEADED PREMIUM W/EXTENDER RED W/WHITE CROSS & WHITE BAND
<br />BY OWNER'S CONSTRUCTION MANAGER IN WRITING.
<br />DIESEL SOLID .YELLOW
<br />F-
<br />3.2.2ACTUAL CONDUIT RUNS ARE NOT GENERALY INDICATED; CONDUITS AT TANKS
<br />VAPOR RECOVERY SOLID ORANGE
<br />SHALL NOT CROSS OVER TANKS. PLACE CONDUIT THROUGH EACH END OF TANK
<br />PART 3 - EXECUTION
<br />EXCAVATION AND PLACE FIELDS PARALLEL WITH AXIS OF TANKS.
<br />3.1 PROTECTION: COVER ENTIRE CONCRETE SURFACES. NO PAINT OR SOLVENT SMALL BE
<br />3 .2.3CLEAN AND DRY ALL RACEWAYS THOROUGHLY BEFORE CONDUCTORS ARE PULLED IN.
<br />ALLOWED TO COME CONTACT WITH CONCRETE SURFACES. WHERE 1T BECOMES
<br />3.2.4FLASH AND COUNTER FLASH CONDUITS WHICH PENETRATE THE CANOPY DECKING.
<br />NECESSARY, IN ORDER TO EXECUTE .HIS OWN WORK, FOR PAINTER TO REMOVE
<br />3.2.5PROVIDE SEAL -OFF FITTINGS WHERE CONDUIT RUNS ENTER OR LEAVE.
<br />COVERINGS, PLATES, ETC., PLACED BY OTHER CONTRACTORS IN ANY BRANCH OF THE
<br />HAZARDOUS AREAS OF DISSIMILAR CONDITIONS SUCH AS TEMPERATURE, HUMIDITY, ETC.
<br />WORK, HE SHALL REPLACE SAME IN PROPER MANNER. IN SITUATIONS WHERE SAID
<br />3.2.6 FURNISH AND INSTALL COMPLETE RACEWAY SYSTEM, INCLUDING CONDUITS AND
<br />COVERINGS, PLATES, ETC., CANNOT BE READILY REMOVED, PAINTER SHALL PROTECT THE
<br />OUTLETS, AS INDICATED AND AS REQUIRED FOR INTERCOM SYSTEM, GAS PRICE SIGNS,
<br />WORK IN SOME OTHER SATISFACTORY MANNER: OILY RAGS AND WASTE MUST BE
<br />SECURITY LIGHTING AND CANOPY LIGHTING SYSTEM, AND LIGHTED FASCIA SYSTEM
<br />REMOVED EVERY NIGHT. UNDER NO CIRCUMSTANCES SHALL THEY BE ALLOWED TO
<br />WHERE APPLICABLE, CONDUIT AMOUNTS AND SIZES SHALL BE AS SHOWN ON
<br />ACCUMULATE. PAINTING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE
<br />GASOLINE DRAWINGS. ADDITIONAL CONDUITS AND CIRCUITS WILL BE REQUIRED
<br />TO THE WORK OF OTHER SUBCONTRACTORS AND SHALL REPAIR OR REPLACE AS
<br />FOR LIGHTED FASCIA SYSTEMS. PROVIDE AS REQUIRED.
<br />NECESSARY TO THE SATISFACTION OF THE, OWNER.
<br />3.3
<br />LIGHTING,: INSTALL ALL LIGHTING FIXTURES AND LAMPS AS INDICATED ON DRAWINGS.
<br />3.2 PREPARATION OF SURFACES: INSPECT ALL SURFACES TO BE PAINTED. REPORT ANY
<br />SECURELY MOUNT ALL FIXTURES; PROVIDE ALL ADDITIONAL HANGERS AND SUPPORTS AS
<br />DISCREPANCIES TO THE CONTRACTOR PRIOR TO START OF, WORK. STARTING OF PAINT
<br />NECESSARY TO SECURELY FASTEN AND SUPPORT FIXTURES. CLEAN ALL FIXTURES AND
<br />APPLICATION SHALL CONSTITUTE ACCEPTANCE OF SURFACES AS SUITABLE FOR THE -
<br />LAMPS UPON COMPLETION OF THE PROJECT. CONTRACTOR SHALL VERIFY AMOUNT AND
<br />RECEPTION OF PAINT APPLICATION. ALL SURFACES SHALL BE CLEAN AND DRY, BETWEEN
<br />TYPE OF ISLAND/CANOPY LIGHTING SYSTEMS. SHOULD ADDITIONAL CONDUITS/CIRCUITS
<br />50 AND 90` DEGREES FARENHEIT AT TIME OF PAINT APPLICATION, CLEAN METAL OF MILL
<br />BE REQUIRED, VERIFY THROUGH LOCAL CONSTRUCTION OFFICE AND PROVIDE AS REQUIRED.
<br />SCALE, RUST, OIL_; GREASE AND FOREIGN MATTER. CLEAN GALVANIZED METAL ACCORDING
<br />TO SSPC-SP 1 -63 SOLVENT CLEANING. PROTECT ADJACENT AND FINISHED WORK FROM
<br />3.4
<br />SIGNS AND LIGHTED FASCIAL: VERIFY FINAL LOCATIONS AND TYPE WITH OWNER.
<br />PAINT.
<br />FURNISH AND INSTALL ALL CONDUITS AND WIRES WITH STUB -OUTS AS DIRECTED. MAKE
<br />FINAL CONNECTIONS AS REQUIRED,
<br />3.3 APPLICATION OF PAINT: DO NOT THIN, -ADULTERATE OR CHANGE MATERIALS` EXCEPT
<br />AS RECOMMENDED BY MANUFACTURER. EMPLOY ONLY SKILLED MECHANICS FOR WORK. ALL
<br />3.5
<br />OUTLETS: COORDINATE LOCATION OF ALL ELECTRICAL EQUIPMENT, INCLUDING INTERCOM
<br />PAINTING SHALL BE BRUSHED,, SPRAYED OR ROLLED EVENLY FOR THOROUGH COATS
<br />OUTLETS, SWITCHES, RECEPTACLES, CONTROLLERS, PANELBOARDS, SWITCHGEAR; ETC., TO
<br />WITHOUT RUNS, SACS OR OTHER BLEMISHES.' ALLOW EACH COAT TO DRY BEFORE APPLYING
<br />AVOID INTERFERENCE AND OBSTRUCTIONS WITH EQUIPMENT OF OTHER CRAFTS AND TRADES
<br />AV
<br />AVTHAT
<br />SUBSEQUENT COATS. ALL SURFACES TO RECEIVE A MINIMUM OF 2 COATS AS NECESSARY TO
<br />SO ELECTRICAL EQUIPMENT WILL NOT BE BLOCKED OR MADE INACCESSIBLE OR
<br />ACHIEVE AN APPROVED FINISH. APPLICATION OF PAINT, ETC.; SHALL BE IN STRICT,
<br />NQPERABLE. PROVIDE WEATHERPROOF OUTLETS WHERE EXPOED TO THE WEATHER OR '
<br />COMPLIANCE WITH MANUFACFURER'S, DIRECTIONS.
<br />TO MOISTURE.
<br />3ACLEAN--UP. CLEAN UP ALL DEBRIS CAUSED BY THE .WORK OF THIS S 11 ECTION, KEEPING
<br />3.6ISOLATED
<br />GROUND: IT IS MANDATORY THAT GASOLINE EQUIPMENT REQUIRING ISOLATED
<br />THE PREMISES CLEAN AND NEAT AT ALL TIMES
<br />GROUND SHALL BE PROVIDED WITH SAME. MINIMUM CIRCUITS REQUIRED, BUT NOT
<br />LIMITED TO, SHALL BE: INTERCOM, GAS CONSOLE AND GASOLINE TANK MONITORING SYSTEM.
<br />SECTION IX CANOPIES
<br />3.7
<br />EXCAVATION AND BACKFILLING: ALL EXCAVATION AND BACKFILLING NECESSARY FOR THIS
<br />INSTALLATION OF ELECTRICAL WORK SHALL BE INCLUDED IN THIS SECTION AND COMPLY
<br />PART 1 - GENERAL_
<br />WITH SECTION 111, EARTHWORK.
<br />1,1 SCOPE: THIS SECTION COVERS THE FURNISHING AND. INSTALLATION OF ALL ITEMS FOR
<br />THE INSTALLATION OF A COMPLETE GASOLINE CANOPY INCLUDING.
<br />`tRFFS
<br />SECTION IX CANOPIES - CONTINUED
<br />PART 1 - GENERAL - CONTINUED
<br />1.1.1 COMPLETE FABRICATION DRAWINGS INCLUDING FOOTINGS DESIGN.
<br />1.1.2COMPLETE ABOVE GROUND STRUCTURAL SUPPORT SYSTEM.
<br />1.1.3STEEL ROOF DECK, SMOOTH WHITE 90% REFLECTIVE PAINT.
<br />1.1.4ROOF BRACING.
<br />1.1.5CAP FLASHING.
<br />1.1.61DOWNSPOUTS - INTERNAL INSIDE COLUMNS.
<br />1.'1.7PERMITS AND INSPECTIONS.
<br />1. 1.8 INSTALLATION AND FRAMING FOR OWNER -SUPPLIED FASCIA SIGNS INCLUDING ELECTRIC.
<br />1. 1.9 INSTALLATION AND FRAMING FOR FASCIA MATERIAL AS PER OWNER SPECIFICATIONS.
<br />PART 2 - PRODUCTS
<br />2.1 ROOF STEEL DECK: ROOF STEEL DECK SHALL BE 2 1/4 " MINIMUM DEEP, 24 GAUGE
<br />BAKED WHITE ENAMEL STEEL WITH MINIMUM SECTIN MODULES OF 0.25 IN 1/4 3 MOMENT
<br />OF INERTIA OF 0.030 IN 14/4 4.
<br />2.2 STRUCTURAL STEEL:
<br />2.2.1 ALL STRUCTURAL STEEL TO BE A.S.T.M. A-36 AND SHALL COMPLY WITH THE STANDARD
<br />SPECIFICATIONS FOR STRUCTURAL STEEL FOR BUILDINGS OF A.I.S.C. AND WITH THE
<br />A.I.S.C. CODE OF STANDARD PRACTICE (LATEST EDITION).
<br />2.2.2HIGH STRENGTH BOLTS SHALL CONFORM TO THE STANDARD SPECIFICATIN A.S.T.M.
<br />A325", AND SHALL BE PROVIDED WITH CARBONIZED WASHERS UNDER THE NUTS.
<br />2.2.3ALL OTHER BOLTS SHALL BE A-307 AND SHALL CONFORM TO A.S.T.M. STANDARDS,
<br />*WITH WASHER REQUIRED.
<br />2.2.4ALL HIGH STRENGTH BOLTS SHALL BE TORQUED TO PROVIDE A MINIMUM TENSION IN
<br />BOLT OF 90% OF MINIMUM PROOF LOAD OF THE BOLT.
<br />2.2.5TUBE COLUMNS SHALL COMPLY WITH A-53, GRADE B.
<br />2.2.6ALI_ TUBE COLUMNS SHALL BE 46 KSI STEEL.
<br />2.2.7 ALL WELDING SHALL BE WITH E70XX ELECTRODES AND BE ACCOMPLISHED BY
<br />CERTIFIED WELDERS.
<br />2..3 FASCIAL:
<br />2.3.1 FASCIA BACKING PLYWOOD SHALL BE MINIMUM 1/2 " THICK MARINE GRADE. MARINE
<br />GRADES SHALL MEET THE REQUIREMENTS OF EXTERIOR TYPE AND SHALL BE ON OF
<br />GRADE 1-1, HIGH DENSITY OVERLAY.
<br />2.12VERTICAL SUPPORTS SHALL. BE 14 GA STEEL. STUDS AT 14" O.C. OR 3 X 3 X 1/4
<br />STEEL ANGLES ALL AT 24" O.C. WITH CORRESPONDING MEMBERS TOP AND BOTTOM
<br />SUPPORT.
<br />2.3.3SCREWS FOR FASCIA SHALL BE ALUMINUM OR GALVANIZED SIZE AS REQUIRED.
<br />2.3.4REFER TO PROJECT DRAWINGS FOR FASCIA MATERIAL AND INSTALLATION. MATERIAL
<br />SHALL BE ONE OF THE FOLLOWING:
<br />A. BACK -LIGHT FABRICATED SIGH SYSTEM
<br />B. PREFIINISHED METAL FASCIA SYSTEM.
<br />C. PREFINISHED FASCIA MATERIAL AS SELECTED.
<br />PART 3 -- EXECUTION
<br />3.1 FABRICATION DRAWINGS:
<br />3. 1 .1 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERED AND
<br />STAMPED SHOP DRAWINGS FOR OVERHEAD STRUCTURE AND FOUNDATION SYSTEMS.
<br />3.1.2DRAWINGS SHALL SHOW PROJECT LOCATION AND ADDRESS.
<br />3.1.30RIGINAL ENGINEER'S STAMP FOR APPROPRIATE STATE SHALL BE AFFIXED TO
<br />EACH PAGE OF DRAWINGS.
<br />3.1.4SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SOILS REPORT NUMBER AND DATE
<br />FOR WHICH CANOPY FOOTINGS WERE DESIGNED.
<br />3.1.5SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SIZE, WEIGHT, TYPE AND NUMBER
<br />OF ALL STRUCTURAL MEMBERS.
<br />3.1.6ALL DESIGN LOADS SHALL COMPLY WITH U.B.0 LATEST EDITION AND LOCAL
<br />BUILDING DEPARTMENT REQUIRED LOADINGS, WHICHEVER IS MOST STRINGENT. MINIMUM
<br />DESIGN LOADS SHALL BE CONSIDERED TO BE: WIND 100#, LIVE 35#, UPLIFT 35#
<br />AND DEAD LOAD 35# OR AS LOCAL STRUCTURAL DESIGN DICTATES, IF APPLICATION
<br />IS SUBJECT TO HIGH ALTITUDE (SNOW) LOADING, DESIGN SHALL BE ADJUSTED TO
<br />COMPLY ACCORDINGLY.
<br />3.1.7 DEFLECTION OF ALL STRUCTURAL MEMBERS SHALL BE LIMITED TO SPAN/240 FOR
<br />L. L. ONLY.
<br />3.1.8 ATTACH DECK STRUCTURAL SUPPORTS WITH 3/8 " DIAMETER BOLTS.
<br />3.1.9 ROOF DECK SHALL BE AN I.C.B.O. APPROVED DIAPHRAGM DECK AND ATTACHED IN
<br />A MANNER THAT COULD BE CONSIDERED A DIAPHRAGM. AN ALTERNATE TO THIS IS
<br />1/2" DIAMETER STEEL ROD DIAGONAL X -BRACING WITH TURNBUCKLES. LAYOUT OF
<br />ROD BRACING AND CONNECTIONS TO STRUCTURAL MEMBERS SHALL BE APPROVED BY
<br />STRUCTURAL ENGINEER.
<br />3.1.10 CONCRETE FOOTINGS SHALL BE MADE WITH STONE AGGREGATE AND SHALL HAVE
<br />A COMPRESSIVE STRENGTH TO A MINIMUM 3000 LBS. PER SQUARE INCH WITHIN 28
<br />DAYS AFTER POURING.
<br />3.1.11 ALL FOUNDATION METAL REINFORCEMENT SHALL BE DEFORMED TYPE BARS
<br />(EXCEPT #2 BARS) AND SHALL CONFORM TO THE REQUIREMENTS OF THE "STANDARD
<br />SPECIFICATION A.S.T.M. 615 GRADE 40".
<br />3.1.12 THE SHOP DRAWINGS SHALL EXPLICITLY SHOW LOCATION OF DOWNSPOUTS,
<br />GASOLINE VENT LINES, ETC., AS RELATED TO ANY AND ALL UTILITIES AND/OR
<br />PIPING AT COLUMN LOCATIONS. ROOF DRAINS AND LEADERS SHALL BE DIRECTED
<br />DOWN THE INTERIOR CANOPY COLUMN EXITING SIDE OF ISLAND FORM, LEVEL OR ABOVE
<br />FINISH GRADE OF CONCRETE SIDE PAD ON DOWNHILL SIDE OF ISLAND. DOWNSPOUTS
<br />SHALL BE 4" X 4" CONSTRUCTED OF 16 GA GALVANIZED METAL OF FREEZE -PROOF
<br />OR OPEN -FACE DESIGN. STRAP TO CANOPY COLUMN AT 24" O.C.
<br />3.1.13 INCLUDE IN DESIGN PROVISION FOR OVERFLOW DEVICE AT OPPOSITE CORNERS OR
<br />CANOPY.
<br />3.1.14 CONSTRUCTION NOT SPECIFICALLY INDICATED SHALL BE ACCOMPLISHED PER
<br />MINIMUM REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION.
<br />3.1.15 IF THERE ARE ANY CONFLICTS BETWEEN LINES ON DRAWINGS AND GENERAL NOTES
<br />OR WITH SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS GOVERN.
<br />3.1.16 ANY DEVIATION FROM THE PLANS OR SPECIFICATIONS SHALL BE APPROVED BY
<br />SOUTHLAND'S CONSTRUCTION REPRESENTATIVE.
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<br />PROJECT N0:
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