HomeMy WebLinkAboutLA192167THE FOLLOWING INFORMATION MUST BE INCLUDED WITH YOUR APPLICATION:
Payment for amount of permit.
For freestanding/monument/pylon sign - a site plan with setback from property line dimensions and art
work with dimensions of sign, and engineered design for footings and foundation.
For wall sign, art work with dimensions of sign and drawings of building façade showing location of sign.
If illuminated or if electrical services are needed, a separate electrical permit is required.
If leased space, need to include a letter of approval from the property owner.
BUSINESS
INFORMATION
Name__________________________________________________________________________________
Address________________________________________________________________________________
City ____________________________________State__________________ Zip _____________________
Contact _____________________________________Day Phone # ________________________________
Email Address __________________________________________________________________________
PROPERTY
OWNER
Name__________________________________________________________________________________
Address________________________________________________________________________________
City ____________________________________State__________________ Zip _____________________
Contact _____________________________________Day Phone # ________________________________
Email Address __________________________________________________________________________
SIGN
CONTRACTOR
Company Name _________________________________________________________________________
Address________________________________________________________________________________
City ___________________________________ State___________________ Zip _____________________
Contact _____________________________________Day Phone # ________________________________
Email Address __________________________________________________________________________
SIGN
DESCRIPTION
Electronic
($100 per sign plus
completion of electronic sign
license, see Page 2)
Permanent
($75 per sign)
Temporary
($50 per event, up to 60 days
per year. Max of one temp
sign displayed at a time.)
Temporary sign displayed dates:
START DATE ________________________
END DATE ________________________
Sign Type and Dimensions
Wall Sign: Width ____________ Height: _______________
Square feet _____________________________
Freestanding: Face Width_________ Height____________
Sq. ft__________ Overall Sign Height _________
Setbacks: Front _________ Side ____________
Temporary Width___________ Height ______________
Sign Square Feet______________________
Display location _______________________
Illuminated Sign:
Internally illuminated
Externally illuminated
Not illuminated
Type of Work:
New Sign
Replacement Sign
Alter Existing Sign
Changeable Copy:
No Changeable Copy
Manual Changeable Copy
Electronic Changeable Copy
(Electronic sign will require annual
license review & renewal, see Page 2)
Applicant Signature: ____________________________________________Date:_________________
Applicant Printed Name: _______________________________________________________________
SIGN PERMIT APPLICATION & ELECTRONIC SIGN LICENSE
City of Lakeville – Planning Department
20195 Holyoke Avenue - Lakeville, MN 55044
952.985.4420 - www.lakevillemn.gov
Tires Plus Total Car Care
20170 Iberia Avenue
Lakeville MN 55044
Zaremba Group, LLC
Lakewood
14600 Detroit Avenue, Suite 1500
OH 44107
Mark F. Zawadski 216-226-2124
Schad-Tracy Signs
1610 Cliff Rd E
Burnsville MN 55337
Rick Ballantyne 952-894-2421
rickb@schadtracy.com
x 2.67 ft6.67 ft
17.8 sqft 6 ft
20 ft 20 ft
6/2/21
Rick Ballantyne
LA192167monument sign
SIGN PERMIT APPLICATION & ELECTRONIC SIGN LICENSE Page 2
Electronic Display/Changeable Copy Sign License
Single occupancy building with gross floor area over 100,000 sq. ft. within the C-3 District and within
the Freeway Corridor District.
By signing below you are certifying the electronic signage meets the following performance standards:
1.The display sign shall not change more than once every twenty four (24) hours.
2.The display sign shall not include scrolling, flashing, animation, or other effects.
3.The display must be static and the transition from one static display to another must be
instantaneous without special effects.
4.The display image or message must be self-contained, without continuation in content to the next
image or message.
5.The brightness of the sign shall not exceed 5,000 NITS after sunrise and before sunset or 500
NITS after sunset and before sunrise each day.
6.The sign shall be equipped with an automatic dimmer control or other mechanism that
automatically controls the sign’s brightness to comply with this condition.
7.The display must be designed and equipped to freeze the device in one position if a malfunction of
the electronic display occurs.
8.The display must also be equipped with a means to immediately discontinue the display if it
malfunctions, and the sign owner must immediately stop the electronic display when notified by the
City that it is not complying with the stipulations of this section.
9.The sign shall comply with Chapter 23 of the Zoning Ordinance.
Signature_______________________________________ Date______________________________
Print Name______________________________________ Email ________________________________
EXPIRATION AND RENEWAL OF LICENSE:
•All licenses expire on December 31st of each year.
•License may be renewed only by making application as provided in Section 3-22-4 of the City Code.
•Application for renewal shall be made at least sixty (60) days before the expiration date.
•Each renewal license shall be issued for a maximum period of one (1) year.
•Annual license renewal fee is $50.00
Office Use Only
Sign Permit Type:
Permanent Sign _____
Temporary Sign _____
Electronic Sign _____
Work Type:
New _____
Addition _____
Repair _____
Demolish_____
Replace _____
Alter/Remodel _____
Move _____
Owner:
Public _____
Private _____
Zoning District:
Commercial _____
Industrial _____
Residential_____
Freeway Corridor _____
Required Inspections:
Footing _____
Final _____
Permit Fee:
Permit Fee _____________
Miscellaneous ___________
Total ___________________
Comments:
________________________
________________________
________________________
________________________
________________________
________________________
________________________
Approved by:____________________________
Date:___________________________________
(REVISED JUNE 2017)
X
X
X
X
X
X
$75.00
$75.00
*Email kjenson@lakevillemn.gov
after installation for final inspection.
22 June 2021
*Call 952.985.4440 to make an appt
for the footing inspection.
4ClientSalesEstimatingArtEngineeringLandlordApproval / DateAcct. Rep.DesignerDateDesign #LocationAddressRevision / DateCoordinatorRev.1: 11/24/20 hwRev.2: 12/04/20 hwRev.3:Rev.4:Rev.5:Artist/Date:Sign Family149757620190 Iberia Ave Lakeville MN 5504404/02/20 hwDrawings are the exclusiveproperty of AGI. Any unauthorizeduse or duplication is not permitted.M1Custom 18 SF Monument Cabinet6’ OAHBASE BY OTHERS2'-8"6'-8"AGI will fabricate the sign from the top of the prefinished coping to the top of the signEngineer's Note:Masonry base and support designed by others.See S.1 for structural support and footing detail.LA192167minument sign
SCOPE OF WORK
The designs, details and specifications contained in this drawing are confidential. The recipients of this drawing hereby acknowledge and agree that it is the sole
property of Murdoch Engineering and that they shall neither use nor reveal any of the designs, details and specifications contained in this drawing, outside of
the contractual agreement expressed written permission from Murdoch Engineering.
Deviations from this drawing shall not be made without consulting Murdoch Engineering. In case of incongruities between drawings, specifications, and details
included in contract documents, Murdoch Engineering shall decide which indication must be followed and their decision shall be final.
Copyright Murdoch Engineering.
All rights reserved.
SYMBOLS
STEEL EARTH
(OR ALUM.)
CONCRETE SAND (UNO.)
SHEET INDEX
S.1 NOTES & ELEVATION
PREPARED FOR:
S.1
SHEET:
B
SIZE:
DWG TITLE:
NOTES & ELEVATIONPROJECT TITLE:PROJECT ADDRESS:Tires Plus Monument20190 Iberia AveLakeville MN 55044murdochengineering.com
(973)570-8215
73 Paterson St. 2nd Floor
New Brunswick, NJ 08901
AGI
GENERAL:1.ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE
INTERNATIONAL BUILDING CODE (IBC).2. CONSTRUCTION METHODS AND PROJECT SAFETY: DRAWINGS AND SPECIFICATIONSREPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE METHODS, PROCEDURES, ORSEQUENCE OF CONSTRUCTION. TAKE NECESSARY PRECAUTIONS TO MAINTAIN ANDENSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. THE EOR WILL NOTENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN,CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE FORCONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS,LAWS, AND REGULATIONS.3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONSPRIOR TO THE START OF CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY OFANY DISCREPANCIES OR INCONSISTENCIES THAT ARE FOUND. NOTED DIMENSIONS TAKEPRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS.4. ALL OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKINGDRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THEENGINEER AND FIELD INSPECTOR. THE ENGINEER SHALL PROVIDE A SOLUTION PRIOR TOPROCEEDING WITH ANY WORK AFFECTED BY THE CONFLICT OR OMISSION.5. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK,CONSTRUCT IN ACCORDANCE WITH THE STEEL CONSTRUCTION MANUAL, 14TH EDITION OR2010 ALUMINUM DESIGN MANUAL .6. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THIS DETAIL INESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THEREFERENCE IS REPEATED IN EVERY INSTANCE.7.ANY CHANGE TO THE DESIGN AS SHOWN ON THE DRAWINGS REQUIRES PRIOR WRITTENAPPROVAL FROM DESIGN ENGINEER OF RECORD BEFORE CONSTRUCTION.8.WORK PERFORMED IN CONFLICT WITH THE STRUCTURAL DRAWINGS OR APPLICABLE BUILDING CODE REQUIREMENTS SHALL BE CORRECTED AT THE EXPENSE OF THECONTRACTOR.9.VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORESTARTING WORK. NOTIFY THE EOR IMMEDIATELY OF ANY DISCREPANCIES.10. DOCUMENT INSTALLATION OF FOOTINGS / ANCHOR BOLTS / EPOXY ANCHORS WITH PHOTOGRAPHS AND MEASUREMENTS
STEEL1. STEEL SHAPES SHALL CONFORM TO THE FOLLOWING:Fy=42 KSI MIN.
Fy=46 KSI MIN.Fy=55 KSI MIN.Fy=36 KSI MIN.
ROUND HSS SQUARE/RECT HSSTHREADED ROD STEEL PLATE STD. PIPE
ASTM A500, GR BASTM A500, GR BF1554 GR 55ASTM A36ASTM A53, GR B Fy=35 KSI MIN.
2.BOLTS SHALL CONFORM TO ASTM A307 GRADE B3.BOLTS AND THREADED ROD SHALL BE HOT-DIP GALVANIZED PER ASTM F2329 UNO.4.ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 UNO.5.NUTS SHALL CONFORM TO ASTM A563.6.WASHERS SHALL CONFORM TO ASTM F844.7.STEEL HARDWARE SHALL BE HOT-DIP GALVANIZED PER ASTM A153 UNO8.WELDING:a.WELD STRUCTURAL STEEL IN COMPLIANCE WITH ANSI/AWS D1.1 AND AISC SPECIFICATION, CHAPTER J. WELDERS SHALL BE CERTIFIED AS REQUIRED BY GOVERNING CODE AUTHORITY. WELDING SHALL BE DONE BY ELECTRIC ARC PROCESS USING LOW-HYDROGEN ELECTRODES WITH SPECIFIED TENSILE STRENGTHNOT LESS THAN 70 KSI UNLESS NOTED OTHERWISE.
b.ALL SHOP AND FIELD WELDS SHALL BE PERFORMED BY AN AWS OR ICC CERTIFIEDWELDER WITH ACTIVE STATUS AT TIME OF WELDING
c.UNLESS A LARGER WELD SIZE IS INDICATED, PROVIDE MINIMUM SIZE WELDS PER
AISC SPECIFICATION, SECTION J2, TABLE J2.4
d.BASE PLATES SHALL BE WELDED ON TOP AND BOTTOM WITH CONTINUOUS WELDS
OF AT LEAST 1/4" (IF PLATE IS CUT TO FIT TUBE INTO PLATE)
ALUMINUM1. FABRICATE AND ERECT ALUMINUM IN COMPLIANCE WITH THE ALUMINUM ASSOCIATION(AA) 2010 ALUMINUM DESIGN MANUAL (ADM) 1, THE SPECIFICATIONS FOR ALUMINUM
SHEET METAL WORK (ASM35), AND IBC CHAPTER 20.2. PIPE AND TUBE SHALL BE 6061-T6 PER ASTM B241 OR B429 WITH Ftu=38 KSI MIN, Fty=35KSI MIN, Ftuw=24 KSI MIN, Ftyw=15 KSI MIN.3. STD STRUCTURAL PROFILES SHALL BE 6061-T6 PER B308 WITH Ftu=38 KSI MIN, Fty=35 KSIMIN, Ftuw=24 KSI MIN, Ftyw=15 KSI MIN.4. SHEET AND PLATE SHALL BE 6061-T6 PER ASTM B209 WITHFtu=42 KSI MIN, Fty=35 KSI MIN, Ftuw=24 KSI MIN, Ftyw=15 KSI MIN.5. EXTRUSIONS SHALL BE 6061-T6 PER ASTM B241 OR B429 WITH Ftu=38 KSI MIN, Fty=35 KSIMIN, Ftuw=24 KSI MIN, Ftyw=15 KSI MIN.6. ALL SHOP AND FIELD WELDS SHALL BE PERFORMED BY AN AWS OR ICC CERTIFIED WELDERWITH CURRENT STATUS AT TIME OF WELDING7.UNLESS A LARGER WELD SIZE IS INDICATED, PROVIDE MINIMUM SIZE WELD PER ADM. ALL
ALUMINUM WELDED JOINTS SHALL HAVE WELD SIZES OF AT LEAST 14 INCH8. FILLET WELDS SHALL NOT EXCEED THINNEST MEMBER WALL THICKNESS JOINED.9. ALUMINUM WELD FILLER SHALL BE 5356 ALLOY10.WELDING PROCESS GMAW OR GTAW SHALL BE IN ACCORDANCE WITH AWS D1.211.ALUMINUM CHANNEL LETTERS SHALL BE CONSTRUCTED OF 0.090" RETURNS AND 0.125"BACKS MINIMUM, UNLESS A LARGER SIZE IS INDICATED ON DRAWINGS. THIS NOTE SHALLSUPERCEDE DRAWING DETAILS.12.PROVIDE NEOPRENE GASKET BETWEEN DISSIMILAR METALS TO PREVENT GALVANICCORROSION13.ALUMINUM DIRECTLY EMBEDDED INTO CONCRETE SHALL BE CAPPED AT BOTTOM ANDCOATED WITH BITUMINOUS COATING OR POLYURETHANE WHERE IN CONTACT WITHCONCRETE.14.FASTENERS BETWEEN DISSIMILAR METALS SHALL BE STAINLESS STEEL 316.
CONCRETE & REINFORCEMENT1.MINIMUM 28-DAY COMPRESSIVE STRENGTH (fc') SHALL BE 3,000 PSI. THE MAXIMUM
WATER TO CEMENT RATIO SHALL BE 0.45 BY WEIGHT. A MINIMUM OF 5-3/4 BAGS OF
CEMENT SHALL BE USED PER CUBIC YARD WITH A SLUMP OF 4" +/- 1.
2.REINFORCEMENT TO BE ASTM A615 GR 60, Fy=60 KSI UNO3.CALCIUM CHLORIDE OR ADDED CHLORIDE IS NOT PERMITTED4.VIBRATION: ALL REINFORCED CONCRETE SHALL BE CONSOLIDATED WITH MECHANICALVIBRATORS.5.CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318-146.PROVIDE A MINIMUM OF 2-1/2" COVER OF ALL EMBEDDED STEEL REBAR AND A MINIMUMOF 6 INCHES OF COVER FOR DIRECT BURIED PIPE OR TUBE MEMBERS.
FOUNDATIONS1. CONCRETE POURED INTO CONSTRAINED EARTH EXCAVATIONS MUST CURE UNDER PROPERCONDITIONS FOR A MINIMUM OF 7 DAYS PRIOR TO SIGN BOX INSTALLATION. (EXCEPTION:IF THE OVERALL HEIGHT OF THE SIGN IS LESS THAN 20 FEET AND THE SIGN IS ADEQUATELYBRACED AGAINST WIND LOADS FOR A MINIMUM OF 4 DAYS, THE BOX MAY BE INSTALLED
THE SAME DAY AS THE FOOTING IS POURED)
2. FOOTINGS MUST BE POURED AGAINST UNDISTURBED EARTH. SOIL BACKFILL IS
UNACCEPTABLE. WHEN A SONOTUBE IS USED AS THE FORM, 3/4" BLUESTONE ORCONCRETE SHALL BE USED TO BACKFILL THE SPACE BETWEEN THE SONOTUBE ANDUNDISTURBED EARTH.3. COLD WEATHER PLACEMENT: PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE ORREDUCED STRENGTH THAT COULD BE CAUSED BY FROST, FREEZING ACTIONS OR LOW
TEMPERATURES. DO NOT POUR CONCRETE DURING OR WHEN FREEZING TEMPERATURESARE ANTICIPATED WITHIN 3 DAYS OF POUR.
4.REINFORCEMENT IS NOT REQUIRED FOR DIRECT BURIAL TYPE SIGN FOOTINGS FOR SIGNSOF 25 FEET OVERALL HEIGHT OR LESS, DIRECT BURIED STEEL SHALL EXTEND TO 6 INCHESFROM BOTTOM OF FOOTING.
5.FOR ANCHOR BOLT/ BASE PLATE - SQUARE FOOTINGS, PROVIDE A MINIMUM OF #5VERTICAL REBAR @ 12" O.C., 4" OFFSET FROM PERIMETER, TOP AND BOTTOM OF FOOTING. PROVIDE #3 HORIZONTAL TIES @ 12" O.C..
6.
7.
8.
9.
FOR ANCHOR BOLT/ BASE PLATE - ROUND FOOTINGS, PROVIDE A MINIMUM OF SIX (6) VERTICAL #5 REBARS, EVENLY SPACED, 4" OFFSET FROM FOOTING PERIMETER & #3
HORIZONTAL TIES, 12" O.C. UNLESS OTHERWISE NOTED.ANCHOR BOLTS SHALL BE TIED TO REBAR CAGE AT A MINIMUM OF TWO LOCATIONS PER ANCHOR BOLTFOOTING DESIGN ASSUMES FOOTING SHALL BE EXCAVATED AND POURED IN UNDISTURBED NATURAL EARTH, CAPABLE OF WITHSTANDING A MINIMUM 1,500 PSF VERTICAL DESIGN BEARING PRESSURE AND 150 LBS/SF/FT OF DEPTH OF LATERAL BEARINGPRESSURE BASED ON SOIL DATA OBTAINED FROM THE USGS SOIL SURVEY.
IF CLAY, SILTY - CLAY, ORGANIC OR FILL SOIL IS ENCOUNTERED UPON EXCAVATION, CONTACT MURDOCH ENGINEERING FOR FOOTING DESIGN MODIFICATION PRIOR TO CONSTRUCTION.
EXISTING CONDITIONS:1.IF EXISTING CONDITIONS ARE NOT AS DETAILED IN THIS DESIGN, THE INSTALLER SHALLCEASE WORK AND NOTIFY MURDOCH ENGINEERING IMMEDIATELY.2.MURDOCH ENGINEERING WILL NOT BE PERFORMING ON-SITE INSPECTIONS OR VERIFICATIONS. IT IS THE RESPONSIBILITY OF THE INSTALLER, STRUCTURE OWNER, ANDPROPERTY OWNER TO IDENTIFY EXISTING CONDITIONS AND CONTACT MURDOCHENGINEERING WITH ANY DISCREPANCIES OR CONCERNS.3.INSTALLER SHALL CONFIRM THE DIAMETER AND THICKNESS OF EXISTING MEMBERS ANDNOTIFY MURDOCH ENGINEERING OF ANY DISCREPANCIES. 4. INSTALLER SHALL INSPECT AND CONFIRM THE QUALITY OF EXISTING STRUCTURE AS "INGOOD REPAIR". IF THERE ARE ANY INDICATIONS THAT THIS IS NOT THE CASE, INSTALLERSHALL CEASE WORK IMMEDIATELY AND NOTIFY MURDOCH ENGINEERING.
5. ANY EXISTING INFORMATION SHOWN HAS BEEN FURNISHED BY THE PERSON(S) ORCOMPANY THIS DOCUMENT WAS PREPARED FOR(SEE TITLE BLOCK). MURDOCH ENGINEERING IN NO WAY CERTIFIES THIS INFORMATION AS
"AS-BUILT". IF THERE IS ANY REASON TO BELIEVE THE EXISTING CONDITIONS DETAILEDHEREIN ARE NOT ACCURATE, MURDOCH ENGINEERING SHALL BE NOTIFIED IMMEDIATELY.
1. LIMITS OF LIABILITY TO EXTEND ONLY TO THE QUANTITY INDICATED. ATTEMPTS IN PART
OR IN WHOLE TO INSTALL GREATER QUANTITIES THAN THOSE SPECIFIED WITHOUT
CONSULTING MURDOCH ENGINEERING SHALL VOID ALL PROFESSIONAL LIABILITY AND
COVERAGE.
ADDITIONAL NOTES
6'-0"
GRADE
3" Sch.40 Steel Pipe
Footing Elevation
1
2Scale: " = 1'-0"
6'-0"
2'-0"
6"
Ø2'-0" x 6'-0" Deep
3000 psi Concrete Footing
Ø2'-0" x 6'-0" Deep
3000 psi Concrete Footing3" Sch.40 Steel Pipe
Footing Plan View
Scale: 1
2" = 1'-0"
Engineer's Note:
•For alternate support, provide one (1) HSS
3x3x1/4 support thru top of cabinet
•For alternate footings, provide one (1)
4'-0" W x 2'-0" L X 6'-0" Deep 3000 psi
Concrete Vertical Slab
•Provide min. two (2) angle saddle mounts
at top and bottom of cabinet, fasten to
main support w/ min. two 2) 1/2" SS Bolts
per saddle
•Contact Murdoch Engineering for further
analysis
20 ft setback
20 ft setback