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<br /> PERFORMANCE SPECIFICATION CONTINUED
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<br /> SECTION IX CANOPIES - CONTINUED SECTION IX CANOPIES - CONTINUED
<br /> PART 3 — EXECUTION
<br /> 3.2 EXECUTION:
<br /> 2.3 FASCIA: 3.2.1 COORDINATE DELIVERY AND INSTALLATION WITH GENERAL GASOLINE INSTALLER INFORMATION PROVIDED BY:
<br /> 4 THROUGH LOCAL CONSTRUCTION OFFICE. MATERIALS SHALL BE STORED AT POSITION AS
<br /> 2.3.1 VERTICAL SUPPORTS SHALL BE 14 GA STEEL. STUDS AT 14" O.C. OR 3 X 3 X 1/4 INDICATED BY GENERAL GASOLINE INSTALLER. g, Ed€g 'gI'OUp
<br /> STEEL ANGLES ALL AT 24" O.C. WITH CORRESPONDING MEMBERS TOP AND BOTTOM SUPPORT.
<br /> SCREWS FOR FASCIA SHALL BE ALUMINUM OR GALVANIZED SIZE AS REQUIRED. 3.2.2 CANOPY CONTRACTOR SHALL HE RESPONSIBLE FOR PROVIDING FOOTING ANCHOR BOLTS #1
<br /> AND TEMPLATE FOR DELIVERY TO GENERAL GASOLINE INSTALLATION CONTRACTOR 2 WEEKS PRIOR rg
<br /> 2.3.2 REFER TO PROJECT DRAWINGS FOR FASCIA MATERIAL AND INSTALLATION. TO INSTALLATION. SIZE IN ACCORDANCE WITH SHOP DRAWINGS AND IN ACCORDANCE WITH aArchitecture
<br /> 2.3.3 MATERIAL SHALL HE ONE OF THE FOLLOWING: GASOLINE INSTALLING CONTRACTOR'S SCHEDULE OF CONSTRUCTION. oEngineering
<br /> 3.2.3 FOOTINGS FOR CANOPY AND PLACEMENT OF ANCHOR BOLTS SHALL BE PERFORMED BY oPlanning
<br /> A. BACK—LIGHT FABRICATED SIGN SYSTEM GENERAL GASOLINE INSTALLER AS PER APPROVED SHOP DRAWINGS. TYPE OF CONCRETE SHALL ORProject Management
<br /> B. PRE FINISHED METAL FASCIA SYSTEM. BE AS PER SHOP DRAWINGS. TYPE, SIZE, AND PLACEMENT OF ALL REINFORCED STEEL SHALL BE
<br /> C. PRE FINISHED FASCIA MATERIAL AS SELECTED. AS PER SHOP DRAWINGS. 2322 West"ChiEd Street
<br /> I.os Angeles,CA
<br /> 3.1 FABRICATION DRAWINGS:
<br /> 3.2.4 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY 90057-1906 7—ELEVEN, INC.'S CONSTRUCTION MANAGER IMMEDIATELY OF ANY DISCREPANCIES FOUND. REFER Phone; (213) 381-7891Fax:(213) 381-1517
<br /> 3.1.1 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERED AND STAMPED TO SITE PLAN FOR SIZE, TYPE AND PLACEMENT OF CANOPY
<br /> SHOP DRAWINGS FOR OVERHEAD STRUCTURE AND FOUNDATION SYSTEMS. fiedlergroup.com
<br /> 3.2.5 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR BEING PROPERLY LICENSED IN
<br /> 3.1 .2 DRAWINGS SHALL SHOW PROJECT LOCATION AND ADDRESS. LOCAL INSTALLATION AS WELL AS PROVIDING OWN PERMITS AS MAY HE REQUIRED. A COPY OF CONSULTANT:
<br /> THE PERMIT MUST BE ON FILE IN THE LOCAL CONSTRUCTION OFFICE PRIOR TO COMMENCING
<br /> 3.1.3 ORIGINAL ENGINEER'S STAMP FOR APPROPRIATE STATE SHALL BE AFFIXED TO EACH PAGE WORK.
<br /> OF DRAWINGS, 3.2.6 CANOPY CONTRACTOR SHALL BE RESPONSIBLE. FOR PROVIDING CONSTRUCTION OFFICE
<br /> 3.1.4 SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SOILS REPORT NUMBER AND DATE FOR WITH ACCEPTABLE INSURANCE AS REQUIRED PER 7—ELEVEN, INC. INSURANCE SPECIFICATIONS
<br /> WHICH CANOPY FOOTINGS WERE DESIGNED. AND STANDARD CONTRACT FOR CONSTRUCTION. INSURANCE SHALL BE IN EFFECT FOR DURATION
<br /> OF WORK.
<br /> 3.1.5 SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SIZE, WEIGHT, TYPE AND NUMBER OF 3.2.7 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL WORK OF OTHER
<br /> ALL STRUCTURAL MEMBERS. CONTRACTORS ALREADY IN PLACE, AS MAY BE REQUIRED.
<br /> 3.1.6 ALL DESIGN LOADS SHALL COMPLY WITH LI.B.0 LATEST EDITION AND LOCAL BUILDING 3.2.8 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND OBTAINING
<br /> DEPARTMENT REQUIRED LOADINGS, WHICHEVER IS MOST STRINGENT. MINIMUM DESIGN LOADS SHALL APPROVAL OF GENERAL GASOLINE CONTRACTOR PRIOR TO PLACING OF ANY HEAVY EQUIPMENT
<br /> BE CONSIDERED TO BE: WIND 100#, LIVE 35#, UPLIFT 35# AND DEAD LOAD 35# OR AS LOCAL ON TOP OF CONCRETE WORK ALREADY IN PLACE.
<br /> STRUCTURAL DESIGN DICTATES. IF APPLICATION IS SUBJECT TO HIGH ALTITUDE (SNOW) LOADING,
<br /> DESIGN SHALL BE ADJUSTED TO COMPLY ACCORDINGLY. 3.2.9 ALL FOOTINGS SHALL BE ON FIRM UNDISTURBED SOILS OR FILL COMPACTED TO 95%
<br /> 3.1.7 DEFLECTION OF ALL STRUCTURAL MEMBERS SHALL HE LIMITED TO SPAN 240 FOR G.L. MAXIMUM DENSITY BASED ON A.S.T.M. D 1557-70. IF ANY POOR SOIL CONDITION IS DISCOVERED
<br /> DURING EXCAVATION, THE DESIGN ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOR SOIL BEARING
<br /> ONLY. VERIFICATION.
<br /> 3.1.8 ATTACH DECK STRUCTURAL SUPPORTS WITH 3/8" DIAMETER BOLTS. 3.2.10 SUPPORTING COLUMNS SHALL BE PLACED AS PER 7—ELEVEN, INC. GASOLINE PLANS NO. DATE REVISION DESCRIPTION
<br /> 3.1.9 ROOF DECK SHALL BE AN LC.B.O. APPROVED DIAPHRAGM DECK AND ATTACHED IN A AND AS PER APPLICABLE SITE PLAN. 7 7 9a-91-09 REV. PER CLIENT
<br /> MANNER THAT COULD BE CONSIDERED A DIAPHRAGM. AN ALTERNATE TO THIS IS 1/2" DIAMETER 3.2.11 CANOPY SUPPORT COLUMNS SHALL BE CAPPED AT TOP.
<br /> STEEL ROD DIAGONAL X—BRACING WITH TURNBUCKLES. LAYOUT OF ROD BRACING AND
<br /> CONNECTIONS TO STRUCTURAL MEMBERS SHALL HE APPROVED BY STRUCTURAL ENGINEER. 3.2.12 ALL MATERIALS SHALL BE ALIGNED TRUE AND FLAT AND ALL PLANES SHALL HE FLAT,
<br /> TRUE TO ESTABLISHED LINES WITH ALL SOFFITS BEING LEVEL AND VERTICAL WALLS CORRECT
<br /> 3.1.10 CONCRETE FOOTINGS SHALL BE MADE WITH STONE AGGREGATE AND SHALL HAVE A AND ACCEPTABLE, PARAPET FASCIA SHALL BE VERTICAL AND PLUMB. ALL INTERSECTIONS SHALL
<br /> COMPRESSIVE STRENGTH TO A MINIMUM 3000 LHS. PER SQUARE INCH WITHIN 28 DAYS AFTER BE TRUE AND STRAIGHTEDGE LINES. MATERIALS SHALL BE LEFT IN ACCEPTABLE CONDITION TO
<br /> POURING. BE PAINTED BY OTHERS. ALL METAL SHALL BE FREE OF DEBRIS AS MAY BE REQUIRED FOR
<br /> 3.1.11 ALL FOUNDATION METAL REINFORCEMENT SHALL BE OF FORMED TYPE BARS (EXCEPT #2 FINAL PAINTING/FINISHING.
<br /> BARS) AND SHALL CONFORM TO THE REQUIREMENTS OF THE "STANDARD SPECIFICATION A.S.T.M. 3.2.13 GASOLINE CONTRACTOR SHALL HE RESPONSIBLE FOR POURING OF CONCRETE AROUND
<br /> 615 GRADE 40". CANOPY COLUMNS, COVERING ANCHOR BOLTS AS MAY BE REQUIRED.
<br /> 3.1.12 THE SHOP DRAWINGS SHALL EXPLICITLY SHOW LOCATION OF DOWN SPOUTS, INTERIOR PVC 3.2.14 CANOPY CONTRACTOR SHALL LEAVE ALL EXPOSED STRUCTURAL STEEL FREE OF DEBRIS,
<br /> DRAINS IN WARM WEATHER AREAS, ETC., AS RELATED TO ANY AND ALL UTILITIES AND/OR PIPING PRIMED AND READY FOR FINAL PAINTING BY GASOLINE CONTRACTOR.
<br /> AT COLUMN LOCATIONS. ROOF DRAINS AND LEADERS SHALL BE DIRECTED DOWN THE INTERIOR
<br /> CANOPY COLUMN EXITING SIDE OF ISLAND LEVEL OR ABOVE FINISH GRADE OF CONCRETE SIDE PAD 3.3 RESPONSIBILITIES OF GENERAL GASOLINE CONTRACTOR:
<br /> ON DOWNHILL SIDE OF ISLAND. DOWN SPOUTS SHALL BE 4" X 4" CONSTRUCTED OF 16 GA SLIT:
<br /> GALVANIZED METAL OF FREEZE—PROOF OR OPEN—FACE DESIGN. 3.3.1 SHALL BE RESPONSIBLE FOR A MINIMUM OF 30 DAY NOTIFICATION OF DATE WHEN SITE
<br /> WILL HE READY FOR INSTALLATION OF GASOLINE CANOPY. PROFEss�D�
<br /> 3.1.13 INCLUDE IN DESIGN PROVISION FOR OVERFLOW DEVICE AT OPPOSITE CORNERS OF
<br /> CANOPY. 3.3.2 UPON AGREED DATE BETWEEN GASOLINE CONTRACTOR AND CANOPY CONTRACTOR, THE
<br /> SITE SHALL HE FREE OF MATERIAL, MOVABLE EQUIPMENT AND DEBRIS, LEVEL AND IN PROPER Q A
<br /> 3.1.14 CONSTRUCTION NOT SPECIFICALLY INDICATED SHALL BE ACCOMPLISHED PER MINIMUM CONDITION FOR CANOPY INSTALLATION. GENERAL GASOLINE CONTRACTOR SHALL PERFORM SITE a Nc. c-38123 7
<br /> REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION. WORK AS MAY BE REQUIRED TO COMPLY. E.P. 3-31-2011
<br /> 3.1.15 IF THERE ARE ANY CONFLICTS BETWEEN LINES ON DRAWINGS AND GENERAL NOTES OR 3.3.3 GASOLINE CONTRACTOR SHALL NOT INSTALL GASOLINE DISPENSERS PRIOR TO CANOPY R CIV11-
<br /> WITH SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS GOVERN. ERECTION, UNLESS AGREED UPON IN WRITING BETWEEN THE CANOPY INSTALLER AND GASOLINE "WrE-CF CPLIF
<br /> INSTALLER.
<br /> 3.1.16 ANY DEVIATION FROM THE PLANS OR SPECIFICATIONS SHALL BE APPROVED BY
<br /> 7—ELEVEN, INC.'S CONSTRUCTION REPRESENTATIVE. 3.3.4 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CANOPY
<br /> FOOTINGS AS DESIGNED IN SHOP DRAWINGS PROVIDED BY CANOPY MANUFACTURER, PROVIDING CONFIDENTIALITY STATEMENT:
<br /> 3.1.17 FABRICATION DRAWINGS SHALL BE DELIVERED TO APPLICABLE CONSTRUCTION OFFICE A ALL STEEL, ETC., (WITH THE EXCEPTION OF ANCHOR BOLTS TO BE PROVIDED BY CANOPY 11PUBT�SROUF IN°aa a..errN"ruR,.Io'Ixr�"c ro
<br /> MINIMUM OF 4 WEEKS PRIOR TO COMMENCEMENT OF CONSTRUCTION. NO WORK SHALL COMMENCE ) coenoENCE mfl mE M.USE or AurncaIIM
<br /> INSTALLER), FOOTINGS SHALL HE POURED IN SUFFICIENT AMOUNT OF TIME, SO PROPER wvwNxa Na rAer xEaEor:r l ec c.H%
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<br /> CURING TIME IS ALLOWED. OTHERS OR essD TO.wr .WSED a TA Ac
<br /> PRIOR TO APPROVAL OF DRAWINGS BY 7—ELEVEN, INC.'S CONSTRUCTION REPRESENTATIVE. ElwnEm,
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<br /> 3.3.5 GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR PAINTING OF ALL METAL AND TRIM AaflU.ro M, rTRETO c
<br /> AS RELATED TO THE GASOLINE CANOPY AS PER STANDARD COLOR REQUIREMENTS. DEVELOPMENT INFORMATION:
<br /> 3.3.6 GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WIRING AND INSTALLATION OF 7-ELEVEN, INC.
<br /> LIGHTS, SIGNS, SECURITY LIGHTS, ETC., IN CONJUNCTION WITH NORMAL GASOLINE INSTALLATION.
<br /> G.C. SHALL CAULK SEAL ALL LIGHT FIXTURES TO CANOPY DECK. NEW 4 M.P.D. CANOPY
<br /> 3.3.7 GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING BLOCK OUTS AS MAY BY NEW U.G. STORAGE TANKS
<br /> REQUIRED FOR INSTALLATION OF CANOPY IN ACCORDANCE WITH SHOP DRAWINGS. AND & RESTROOM ADDITION
<br /> PLACEMENT OF ANCHOR BOLTS IN ACCORDANCE WITH SHOP DRAWINGS AS RELATED THERETO.
<br /> 3.4 WARRANTIES: CANOPY CONTRACTOR SHALL WARRANTY, IN WRITING, COMPLETE CANOPY INSTALLATION FOR A SITE ADDRESS:
<br /> MINIMUM PERIOD OF 2 YEARS, A 5 YEAR WARRANTY GUARANTEEING INSTALLATION TO BE FREE OF DESIGN
<br /> °g AND INSTALLATION DEFECTS. EXCLUDING ACTS OF MAN, GOD AND NORMAL WEAR AND TEAR. 3040 BENJAMIN HOLT DR.
<br /> 3.5 CLEAN—UP: CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND REMOVAL FROM SITE ALL @ GRIGSBY PLACE
<br /> TRASH AND DEBRIS RESULTING FROM WORK RELATING TO INSTALLATION OF CANOPY. STOCKTON, CA 95219
<br /> STORE #14113
<br /> DESIGNED BY: NTP FG PM. KE
<br /> Y CHECKED BY: KE MEP PM:
<br /> DRAWN BY: DO CONSULTANT OR:
<br /> DATE: PROJECT NO:
<br /> E 04.01.09 12728
<br /> N DRAWING TITLE: — -
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<br /> G SPECIFICATIONS
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