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HomeMy WebLinkAboutLA192149THE 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 LA192149Pylon 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) (Fee Waived) (Fee Waived) X X X X X X X 24 June 2021 *Email kjenson@lakevillemn.gov after installation for final inspection. *Footing inspection required. Call 952.985.4440 for appt. THE 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 LA192149Pylon 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) (Fee Waived) (Fee Waived) X X X X X X X 24 June 2021 *Email kjenson@lakevillemn.gov after installation for final inspection. *Footing inspection required. Call 952.985.4440 for appt. EX PROPERTY LINELEGENDEX CURB AND GUTTERKEOKUK AVENUE15' PARKING SETBACK30' BUILDINGSETBACKPROPOSED LIQUOR STORELOT 2, BLOCK 1F.F.E. 107417,175 ± SFLOT 3, BLOCK 1TASTINGROOM(ALTERNATE)18'24'20'20'24'18'20'10' BUILDINGSETBACK5' PARKINGSETBACK9'30'8'4.5'25' 24' 24'20'12'24'18'10'20'69'52'5'4'18' 5.5'9'12'EXISTINGPROPERTY LINEALTERNATEPROPERTYLINE1669152418TRUCKDOCK8TRANSFORMERPADPROOF OFPARKING(TYP.)BID ALTERNATETRUNCATEDDOMES(TYP.)AAAAAAAINSTALL 30"X30" R1-1 STOPSIGN (PAID AS INSTALL SIGN 1)AND STOP BARBBEGINTIPOUT CURBENDTIPOUT CURBLIGHTING (SEEARCHITECTURALPLANS)CBEGIN TRANSITIONTO 0" HEIGHT CURB0" HEIGHT CURBB618 CURB AND GUTTERALONG KEOKUK AVENUEB612 CURB ANDGUTTER (TYP.)END TIPOUT CURBBEGIN TIPOUT CURBHEAVY DUTYCONCRETEMONUMENT SIGN (SEEARCHITECTURAL PLANS)PYLON SIGN (SEEARCHITECTURAL PLANS)>>>PROPOSED PROPERTY LINEPROPOSED CURB AND GUTTERPROPOSED CONCRETE PAVEMENTAPEDESTRIAN CURB RAMPBACCESSIBLE PARKING SIGN(PAID AS INSTALL SIGN 2)CONCRETE DRIVEWAY APRON (SEE DETAILS)CNO. BY DATEREVISIONSDATEITEMDESIGNEDCHECKEDFILESTATE AID PROJECT NO.DAKOTA COUNTY PROJECT NO.CITY OF LAKEVILLE PROJECT NO.I hereby certify that this plan was prepared by me or under my directsupervision and that I am a duly Licensed Professional Engineer underthe laws of the state of MinnesotaDate:Reg. No.PUBLIC WORKSCITY OF LAKEVILLE11/20/2042839LAKEVILLE LIQUOR SOUTHSITE PLAN61811/20/20- 3 CO 3.1.21PR 2 COMMENTS 4 CO 6.23.21PYLON SIGN LOCATION 20-24SOUTHERN PARCEL - SITE DATA SUMMARYZONEC-3, GENERAL COMMERCIALDISTRICTTOTAL SITE AREA136,681 SFPROPOSED PERVIOUS63,153 SFPROPOSED IMPERVIOUS73,528 SFFRONT SETBACK30 FT (BUILDING), 15 FT (PARKING)SIDE AND REAR SETBACK10 FT (BUILDING), 5 FT (PARKING)SOUTHERN PARCEL - PARKING SUMMARYPARKING RATIO REQUIRED1 STALL/200 SF FLOOR AREA(1 STALL/3 SEATS OF TASTING ROOM)STANDARD STALLS PROVIDED93 STALLSADA STALLS PROVIDED4 STALLSTOTAL STALLS REQUIRED77 STALLS(105 STALLS WITH TASTING ROOM)TOTAL STALLS PROVIDED96 STALLS (105 STALLS WITH PROOF)LAKEVILLE COMMERCE CENTEREXISTING LOTSLOT 2, BLOCK 1 136,681 SF (3.14 ACRES)LOT 3, BLOCK 1 59,868 SF (1.37 ACRES)LAKEVILLE COMMERCE CENTERALTERNATE LOTSLOT 2, BLOCK 1116,873 SF (2.68 ACRES)LOT 3, BLOCK 179,676 SF (1.83 ACRES)34LA192149 Pylon Sign EX PROPERTY LINE1020LEGENDEX CURB AND GUTTEREX CONTOUR MAJOREX CONTOUR MINOR10201072>>>>>>>>>>KEOKUK AVENUEPROPOSED LIQUOR STORELOT 2, BLOCK 1F.F.E. 107417,175 ± SFLOT 3, BLOCK 1>>>> >> >>>>>>>>1076 1078 1074 1068107010761058 10621054 1060TASTINGROOM(ALTERNATE)>>-3.9% -3. 6 % - 4 . 6% -5.8%-2.4%107210701066BASIN BOTTOMELEVATION: 105110541058106210701068 1066 1064 1062 1060 1070105210541056105810601062106410661068>>>>50.6' >>> 2.0' -1.6% -3. 6 %T: 1073.90G: 1073.89T: 1073.90G: 1073.89T: 1073.53G: 1073.03T: 1072.8G: 1072.30T: 1072.12G: 1071.62T: 1071.45G: 1070.95T: 1069.42G: 1068.92T: 1069.58G: 1069.08T: 1068.92G: 1068.42T: 1069.50G: 1069.00T: 1069.68G: 1068.18T: 1067.57G: 1067.57T: 1067.48G: 1067.48T: 1066.24G: 1066.24T: 1066.37G: 1066.37T: 1072.50G: 1072.00T: 1073.90G: 1073.40T: 1073.51G: 1073.01BW: 1072.69BW: 1072.69G:1072.54G:1072.86G:1072.94G:1072.67G:1070.49G:1070.23G:1070.05G:1069.53G:1070.91G:1072.38G:1071.92G:1070.82G:1070.10G:1069.8610741070.80G:1073.261073.561073.56G:1072.601070.501070.63TRUCK DOCKSTORMWATER BASINBOTTOM ELEV: 1051NWL ELEV: 1060100-YR HWL: 1061.76EOF: 1073'EX MH-1RE: 1056.4IE:1052.2CB-1CB-2CB-3CB-4TD-124.5 LF - 12" DURASLOT27 LF - 12" HPRE: 1070 IE: 1068.5MH-1CB-5CB-6FES-1FES-2OCS-112" 45DEGREE BEND12" 45DEGREE BENDCONTRACTOR TOPLACE AND COMPACTEXCESS SUITABLE FILL107 LF - 15" HPSTORM SEWER25 LF - 18" HPSTORM SEWER253 LF - 24" HPSTORM SEWER26 LF-24" HPSTORM SEWER175 LF - 12"PERFORATEDPE PIPEDRAIN186 LF - 12"PERFORATEDPE PIPE DRAIN180 LF - 12" HPSTORM SEWER25 LF - 18" HPSTORM SEWER15 LF - 15" RCPSTORM SEWER35 LF - 15" RCPSTORM SEWER45LF - 10" PVCPIPE SEWERMATCH EXISTINGCURB AND GUTTERMATCH EXISTINGCURB AND GUTTER130 LF - 6"PERFORATED PEPIPE DRAIN152 LF - 6"PERFORATED PEPIPE DRAIN5 CY - CLIIIRIPRAP8 CY - CLIIIRIPRAPFES-36" PERFORATED DRAINTILEIE:1067.90DRAINTILE INVERT AT WALLCROSSING IE:1067.5336.5 LF - 6" PERFORATEDDRAINTILE @ 1.5%DRAINTILE TEE IE: 1067.5046.5 LF OF 6" DRAINTILE@ 5.8%. 1' WIDE SANDSECTION FROM DRAINTILETO 6" BELOW SURFACE6" DRAINTILE HORIZONTALBEND TOWARDS 12" HPWYE CONNECTION12" HP TO 6" DRAINTILEG:1073.20G:1073.33G:1072.86G:1071.36G:1071.27G:1069.20G:1069.42G:1068.76T: 1069.28G: 1069.28T: 1069.34G: 1069.34T: 1069.61G: 1069.11T: 1069.81G: 1069.311070.571070.431068.901070.271070.181068.80G:1071.80G:1070.29G:1070.00G:1072.63G:1073.00G:1072.12G:1072.08G:1072.63G:1072.40G:1070.15G:1069.70G:1069.56G:1069.44G:1070.00T: 1069.85G: 1069.85T: 1069.78G: 1069.78T: 1070.41G: 1069.91T: 1070.11G: 1069.61G:1072.73G:1073.00G:1072.90G:1072.84G:1072.57G:1072.63G:1070.28G:1070.53G:1070.43G:1070.39G:1070.16G:1070.11G:1069.36G:1069.06G:1071.051077.111077.01PROPOSED PROPERTY LINEPROPOSED CURB AND GUTTERPROPOSED CONTOUR MAJORPROPOSED CONTOUR MINOR10201020>>PROPOSED STORM SEWERPROPOSED STORM SEWER MANHOLEPROPOSED STORM SEWER CATCH BASINPROPOSED FESNO.BYDATEREVISIONSDATEITEMDESIGNEDCHECKEDFILESTATE AID PROJECT NO.DAKOTA COUNTY PROJECT NO.CITY OF LAKEVILLE PROJECT NO.I hereby certify that this plan was prepared by me or under my directsupervision and that I am a duly Licensed Professional Engineer underthe laws of the state of MinnesotaDate:Reg. No.PUBLIC WORKSCITY OF LAKEVILLE11/20/2042839LAKEVILLE LIQUOR SOUTHGRADING AND DRAINAGE PLAN71811/20/20- 3 CO3.1.21PR 2 COMMENTS 4 CO3.31.21RFI#8 TRUCK DOCK ELEVATIONS 5 CO4.8.21RFI#12 TRUCK DOCK DRAINTILE 6 CO5.28.21PR 4 ADDITIONAL SPOT ELEVATIONS 7 CO6.24.21PYLON SIGN LOCATION20-24NOTE:1.SEE DRAINAGE SCHEDULE TABLE IN CIVILDETAILS SHEET 11STRC NO.RIMINVERTCB-11068.9W: 1067.4NE: 1066.15CB-21068.41065.4CB-31067.71064.7CB-41066.5SW: 1063W:1064.30E:1063MH-11068NE: 1060.1S:1064.8W:1060.17FES-1-1060CB-510721068.3CB-610721066.4FES-2-1064FES-3-1056.5OCS-1SEE DETAIL IN SHEET 117 CONC BLOCK FOUNDATION; - SEE STRUCTURAL THRU WALL METAL FLASHING METAL FLASHING 12" CONC BLOCKS GROUTED SOLID GROUT SOLID T.O. PRECAST BEYOND 2 3 4"2' - 0"4" CONC. BLOCK FOUNDATION; SEE STRUCTURAL BRICK #1 OVER 12" CMU PILLAR MESSAGE CENTER DETAILS (BY GC): DOUBLE-SIDED MANUFACTURER: DAKTRONICS RESOLUTION: 15.85MM CABINET DIMENSIONS 4'-8" X 8'-1" VIEWABLE DIMENSIONS: 4'-2" X 7'-10" COMMUNICATION: 4G LTE WIRELESS COMMUNICATION 2' - 0"1' - 0"6"1' - 0"6"4' - 8"4"2' - 3" 8' - 2"3' - 4" METAL SIGN BOX W/ POLYCARBONATE FACE PRECAST WALL CAP 2 L5.0 LAKEVILLE LOGO DETAILS: (FURTHEST TO STREET ON BOTH SIDES) LAYER #1: 1/8" ALUMINUM BACKER DIGITAL PRINT APPLIED TO FACE LAYER #2: 1/4" ALUMINUM OVERLAY/CUT OUT PAINTED MP00374 BLUE MOUNTING: FLUSH-STUD, EPOXY MOUNTED TO STONE/BASE NOTE: DOUBLE FACE SIGN2 2 10' - 0"ELECTRONIC MESSAGE CENTER 9' - 8"FROST FOOTING CONCRETE BASE -SEE STRUCTURAL2' - 0"6"2' - 0"6"4' - 0"2' - 0"11' - 0"19' - 0"2' - 0"6' - 0"2' - 0" BRICK #1 OVER STEEL STRUCTURE METAL SIGN BOX W/ BLACK FINISH METAL SIGN BOX W/ POLYCARBONATE FACE 6 L5.0 PRECAST WALL CAP EXPOSED I BEAM TO BE PAINTED CITY LOGO ON POLYCARBONATE FACE W/ BACKLIGHTING NOTE: DOUBLE FACE SIGN 2 T.O. PRECAST BEYOND 11"11"2 INDIVIDUAL LETTERS W/ INTERNAL BACKLIGHTING METAL SIGN BOX W/ ROUTED FACE AND BLACK FINISH 3 5 5 WEEP VENTS ALL 4 SIDES SOLID GROUT AIR CAVITY BETWEEN ALL STEEL AND MASONRY UNITS BELOW GRADE, CHAMPHER TOP FOR POSITIVE SLOPE TO WEEP VENTS APPLY BUTUMASTIC COATING TO ALL STEEL BELOW PROPOSDED GRADE ELEVATIONS PER CIVIL GRADE SEE CIVIL 0"-11'-0" 6 6 L5.0 2' - 0"6' - 0"2' - 0"2' - 0"33 2 L5.0 2' - 0"3' - 4"8' - 2" 3' - 4" 3 7' - 6"10' - 0"10' - 0"T U S H I E M O NT G O M ER Y A R C H I T E C T S 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423 -4084 612 . 861 . 9636 FAX: 612 . 861. 9632 W W W . T M I A R C H I T E C T S . C O M PREPARED FOR: Revisions & Addendums © 2020 Tushie Montgomery & Associates, Inc. 06/25/2020 - DD PRICING SET 10/20/2020 - BID PACKAGE #1 - STEEL 10/29/2020 - BP1 - ADDENDUM #1 11/23/2020 - BID PACKAGE #2 11/24/2020 - PROPOSAL REQUEST #1 12/04/2020 - BP2 - ADDENDUM #1 12/08/2020 - BP2 - ADDENDUM #2 ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Gary Tushie City of Lakeville PRINT NAME: SIGNATURE: DATE: 12/08/20 LICENSE #: 15146 # Revision KeyLAKEVILLE LIQUOR SOUTH20880 KEOKUK AVE.L5.0 SIGNAGE DETAIL 219129A SCALE 1/2" = 1'-0" 2 MONUMENT SIGN SECTION SCALE 1/2" = 1'-0" 3 MONUMENT SIGN ELEVATION SCALE 1/2" = 1'-0" 4 PYLON SIGN ELEVATION SCALE 1/2" = 1'-0" 1 PYLON SIGN PLAN SCALE 1/2" = 1'-0" 5 MONUMENT SIGN PLAN SCALE 1/2" = 1'-0"6 PYLON SIGN SECTION 2 BP2 - Addendum #1 12/04/2020 3 BP2 - Addendum #2 12/08/2020 4 Proposal Request #2 03/01/2021 5 Proposal Request #3 04/09/2021 6 Proposal Request #4 05/28/2021 4 5 JOIST SPACING SEE PLAN212"VERIFYW/ JOISTSUPPLIER1'-0"TYP.1) ALL MEMBERS L4X6X 516" (LLV) UNO2) DECK NOT SHOWN FOR CLARITY ATTACH TO L4 @ 6" O.C. W/ 58" PUDDLE WELDS3) SEE 8/S3 FOR JOIST REINF.COORDINATE WITH SUPPLIERAND PROVIDE INFORMATIONTO ENGINEER FOR APPROVAL PPL 112 x 112" x 18" TYP.ANGLE FRAMETYP. SEE 8/S4LP (MAX ) = L X 5PSF X JOIST SPACING (FOR TYPICAL JOIST)P (MAX) = L X (SEE MANUFACTURER FOR KSP & KCS JOISTS)2-L 4 x 3 1/2WELD SIZE1" RET.TOP & BOT.5/16 x L1/4 x LTOP & BOT.1" RET.NO. OFW27 14W21W24WW10 & W8W14 & W12W18 & W1610126824W6BEAMW36W30W33A325201618BOLTSSIZE1'-8 1/2"3/8"1'-2 1/2"1'-5 1/2"0'-8 1/2"0'-11 1/2"0'-5 1/2"3/8"3/8"5/16"3/8"0'-4"5/16"5/16"CONN. ANGLES2'-5 1/2"2'-2 1/2"1'-11 1/2"LENGTH3/8"3/8"3/8"THICK.1. USE E70XX ELECTRODESWEB OF W8 COLUMN3" WHEN BEAM FRAMES INTOANGLES MAY BE REDUCED TO2. OUTSTANDING LEGS OF CONN.AND NO. OF BOLTS3. SEE TABLE FOR CONN. ANGLESNOTES:3 1/2"LENGTH SEE TABLE1NO SCALEJOIST BEARING AT EXT WALL2NO SCALEDECK BEARING AT EXT. WALLGRIDGRID11NO SCALESTEEL COLUMN IN WALL8NO SCALETYP. JOIST POINT LOADJOIST CENTER LINEJOIST NOT SHOWNAREA OF DECKTO BE REMOVED9NO SCALETYP. BEAM CONNECTIONS3"22L4X4X1/4" PERIMETERANGLE SEE 2/S4C.L.BEAM3"DECK TO LAP ONPERIMETER ANGLEPROVIDE ADDITIONAL5/8" PUDDLE WELDS @6" ALONG PERIMETER3/16" 3"TOP OF STUDELEV = 118'-0"LT GA DESIGNEDBY SUPPLIERBOT OF KICKERSELEV = 112'-0"VERTICAL SLIP CONNECTIONAT FULL HEIGHT STUDS ONLYPROVIDE CONTROLJOINTS BTWN FULLHEIGHT AND PARTIALSTUD FRAMING10NO SCALEDETAILGRIDL 4X6X1/4COL. SEE PLANDECK TO LAP ONPERIMETER ANGLEPROVIDE ADDITIONAL5/8" PUDDLE WELDS @6" ALONG PERIMETERHSS COL & P.L. 5/8"w/ (4) 3/4" DIA BOLTS.112"516"P.L. 38" STIFFFULL HEIGHTCENTEREDON COLUMNSTEEL BEAMSEE PLANCOL. SEE PLAN112"SEE PLANSEE 9/S3.012"T.O. PARAPETSEE ARCH12"GRIDSTEEL BEAM SEE PLAN212"ROOF JOIST SEE PLANP.L. 38" STIFFBOTTOM CHORD EXTENSIONTYP AT COLUMN TO TAKE 4K REACTION12"COLUMN SEE PLANWT 4X 7.5 EA SIDE FORJOIST EXTENSIONSHIM W/ 3X3 SHIMS AND WELD3NO SCALEJOIST AT COLUMN212"GRIDSTEEL BEAM SEE PLANROOF JOIST SEE PLANP.L. 14" X4X4 @EXTENSIONBOTTOM CHORD EXTENSIONTYP AT COLUMN TOTAKE 4KIP REACTION4NO SCALEJOIST AT BEAM6"5NO SCALEPARAPET FRAMING ON ROOF3/16" X 3 @ 9"GRIDT.O. PARAPETSEE ARCHSEE 1/S3.0 FORINFORMATION NOTSHOWN HERE1/4"FRONTAND BACKOF COL.3@8P.L. 14" X 12" W/ C6X8.2 CONTPLATE ASSEMBLYLT GA STRUCTURE (@16")DESIGNED BY SUPPLIER6"TYP SHEATHING TO BE12" SHEATHINGATTACHED AT 12" O.C.IN FIELD AND AT 6" O.C.ALONG PANEL EDGESTRACK AND ATTACHMENTBY LIGHT GA SUPPLIER18" X 1"EACH TOPCHORDOF TRUSSREINF TRUSS PER 8/S3.07NO SCALEROOF OPENING FRAMINGGRID6NO SCALELT GA OVER WINDOWSTOP OF STUDELEV SEE ARCHLT GA DESIGNEDBY SUPPLIERVERTICAL SLIP CONNECTIONAS REQUIREDPROVIDE CONTROL JOINTSAND SLIP CONNECTIONSIN STUD FRAMING ASREQUIRED TO ALLOW FORDEFLECTION OF STRUCTUREAND STUD WALLSOMIT ONE CONT. BENT P.L. OR ANGLE5/8" DIA BOLTIN LONG SLOTTEDHOLEW BEAM SEE PLANSINGLE CONT. L4X4X1/4" ATLOADING COLUMNSAT DOCK1'-0"3"C.L.BEAMP.L. BENT 5/16" EA SIDEC1258" PUDDLEWELDS @ 6"TACK NUTS TO ANGLES1134" DIA A36 ROD W/ CLEVISEA ENDP.L. 12" GUSSETCENTERED ON COLUMNTOP OF COLUMNAT TOP OF STUDSEE ARCH 118'-0"112"9"P.L. 38X4 12" X 0'-9"L3X3 12" X1/4"WORK POINTWORK POINT5'-0" SEE ARCHSEE 11/S3 FOR SLIPCONNECTIONLT GA DESIGNEDBY SUPPLERTOP OF STEELELEV = 112'-4"HSS 2X2X316" CONT3/16" 6"P.L. 38" STIFF. TYP. EASIDE OVERALL COLUMNST.O.S. SEE PLANATTACH LT GA FRAMINGTO COLUMNOMIT L4X4X1/4" AT KICKERSLOCATE AT JOIST PANELPOINT9"9"1/4"8"12NO SCALELOADING DOCK CANOPYL4X4X1/4" ANGLE MEMBER@ 4'-0" IN FLUTE OF DECKSEE PLAN.1/8" X 31/4"FRONTAND BACKOF COL.3@8P.L. 14" X 12" W/ C6X8.2 CONTPLATE ASSEMBLY18" X 1"EACH TOPCHORDOF TRUSSLT GA DESIGNEDBY SUPPLIER13NO SCALEPARAPET FRAMING ON ROOFTOP OF OPENINGELEV = 110'-0"FACE OF STUD57 8"112"112"112"112"9"1'-10"16NO SCALE3 BEAMS ON COLUMNGRIDCOL. SEE PLAN6"9"EXTEND BEAMOVER COLUMNPLATE WITH (4) A325 BOLTSW16 FRONT SIDEW14 BACKSIDECONNECTION PER TABLE9/S3.0RFI #36"6"6"6"6"1'-158"1118"3"1'-11 4"1'-114"2"112"2"3"2"6"6"OMIT AT ALL OPENING LOCATIONSEXCEPT OVER 22 FT WINDOW ATFRONT OF BUILDING.OMIT KICKERS EXCEPT AT22 FT WINDOW AT FRONT OFBULDINGOMIT PLATE AND STUDSP.L. 1/4" X 6" X 0'-6" ONTOP OF BENT P.L.10'-0"20'-0"MOMENT CONNECTIONTYP ALL BEAMSM = 12 FT KIP WINDW12X30W12X30W12X30P.L. 1" W/ (6) 7/8" DIA X 48" ASTMF1554 - GRADE 55 (55KSI YELLOW)THREADED RODS W/ DOUBLENUTS AND 3X3X PLATEWASHERS. PROVIDE NUT LOCKINGDEVICE ON ALL THREADED RODS.14NO SCALEPILON SIGNW16X67 W16X67 8'-0"VERIFY ALL DIMENSIONS WITHARCHITECT11'-0" 2'-6"2'-0"6'-6" HSS SEE PLAN SEE PLAN SE E P L A N T.O. STEELSEE PLANT.O. FND WALLSEE PLANSEE PLANFINISHED FLOORELEVATIONSEE ARCHSEE PLANP.L. 3/8" KNIFEW/ (3) 3/4" DIAA.B.P.L. 3/8" KNIFEWELDEDP.L. 1"W/ (6) 1" DIA X 2'-0" ASTMF1554 - GRADE 55 (55KSI YELLOW)A.B. W/ DOUBLE NUTS ANDPLATE WASHERS EA END8"15NO SCALE"X" BRACINGWORK POINT AT CENTEROF BEAMP.L.3/4" W/ (6)3/4" BOLTS3 1 / 2 "8"8'-6"13'-0"1'-8" 412"(8) #6 VERT @ #4 TIES #@12"(4) #5 VERT AND #4 HORIZ @ 24"W/ HOOKS EA END#5 @ 12" E.W. TOP AND BOTGRADE1'-2"(4) P.L. 3/4" X 3" X 6" HIGH GUSSETS3"7"6"512"9'-0"512"112" 3" 1'-71132"612"112" 3" CLR.5/16"5/16"5/16"1'-0"ROOF FRAMINGDETAILSS3.0City ofLakevilleLAKEVILLE LIQUORS SOUTH 20880 KEOKUK AVE. LAKEVILLE, MINNESOTA 55044© 2021 LINDAU COMPANIES,INC.Issue & Revision DatesLINDAU COMPANIES,INCSTRUCTURAL ENGINEERS1074 OLD HWY 35HUDSON WI, 54016PHN (715) 386-4444FAX (715) 386-1441OF COPYRIGHT AND OTHERWISE, ARE HEREBYTHE ENGINEER. ALL COMMON LAW RIGHTSWITHOUT PRIOR WRITTEN CONSENT OFDISSEMINATION MAY NOT BE MADEDRAWINGS ARE IN CONFIDENCE ANDALL ARCHITECTURAL AND ENGINEERINGI HEREBY CERTIFY THAT THIS PLAN,BY ME OR UNDER MY DIRECT SUPERVISIONSPECIFICATION, OR REPORT WAS PREPARED11/20/2020PRINT NAME:DATE: William H. LindauLICENSE#24781SPECIFICALLY RESERVED.PROFESSIONAL ENGINEER UNDER THEAND THAT I AM A DULY LICENSEDLAWS OF THE STATE OF MINNESOTA.SIGNATURE:STEEL BID SET10-20-2020NOT FOR CONSTRUCTIONADDENDUM #110-29-2020NOT FOR CONSTRUCTIONBID PACKAGE #211-23-2020PROPOSAL REQUEST #1 11-24-2020BID PACKAGE #2 OF ADDENDUM #212-8-2020P.R. #2 3-01-2021PREPARED FOR:D:\Dropbox\Clients\Tushie Montgomery\Lakeville Liquor\Sructural\Drawings\CAD\Lakeville South Liquor - structural 1-26-2021.dwg, 3/1/2021 1:45:45 PM, ARCH full bleed D (24.00 x 36.00 Inches)