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HomeMy WebLinkAbout2021-07-26 PACKET 06.2.STAFF REPORT CASE: SP2021-053 ITEM: 6.2 PUBLIC MEETING DATE: 7/26/21 TENTATIVE COUNCIL REVIEW DATE: 8/18/21 APPLICATION APPLICANT: Innovative Chemical Inc. REQUEST: A site plan review of an 18,600 square foot addition to the Innovative Chemical Company (ICC) building. SITE DATA LOCATION: ZONING: GUIDED LAND USE: 7769 95th Street South 1-2, General Industry Industrial LAND USE OF ADJACENT PROPERTIES: CURRENT NORTH: Industrial EAST: Industrial SOUTH: Industrial WEST: Industrial SIZE: Addition = 18,600 DENSITY: N/A RECOMMENDATION GUIDED Industrial Industrial Industrial Industrial Approval, subject to the conditions stipulated in this staff report. Cottage Grove COTTAGE GROVE PLANNING DIVISION � here Pride and Prosperity Meet Planning Staff Contact: Mike Mrosla, Senior Planner; 651-458-2885; mmrosla(c-)_cottagegrovemn.gov Application Accepted:. 6/30/2021 60-Day Review Deadline: 8/29/2021 City of Cottage Grove Planning Division • 12800 Ravine Parkway South • Cottage Grove, MN 55016 Planning Staff Report Innovative Chemical Corp. Expansion Planning Case No. SP2021-053 July 26, 2021 Proposal Innovation Chemical Incorporated has submitted an application for site plan review for a proposed 18,600 square foot addition to the existing 24,888 square foot facility. The property, located at 7769 95th Street South, is zoned 1-2, General Industry, and is guided as Industrial on the 204C Future Land Use Plan. Location Map Q9ebje 1 SLe _ Paik antl Open Space Review Schedule Application Received- June 30, 2021 Application Accepted- June 30, 2021 Planning Commission Meeting- July 26, 2021 Tentative City Council Meeting- August 18, 2021 60-Day Review Deadline- August 29, 2021 Background The City administratively approved a site plan for Innovative Chemical Corporation (ICC) in May 2004. The site plan approval consisted of a one-story, 24,960 square foot office/warehouse facility with a 4,800 square foot mezzanine on 2.86 acres. The structure has a max height of 24.5 feet and conforms with required all I-2 district zoning standards. The site has 50 parking spaces, plus additional 16 spaces shown as "proof of parking" along the west side of the building. In addition, the site has six dock doors on the west side of the building and one on the south side. The ap- proval also included a 9,600 square foot future addition to the south side of the building as shown below. Planning Staff Report — Case Nos. SP2021-053 Innovative Chemical Corp. Expansion July 26, 2021 Page 2 of 7 Approved Site Plan and 2020 Aerial Planning Considerations Site Plan Review ICC is a chemical manufacturer of commercial and household clean- ing compounds. ICC has been in business for 28 years with distribu- tors throughout the Midwest, southeastern US, Caribbean Islands, and Asia. In addition, they offer contract packaging to companies such as 3M, Ecolab, Spic & Span, and Land O' Lakes. ICC has seen growth and is proposing an 18,600 square foot warehousing addition to their existing facility. The proposed addition is located on the south side of the existing building. The proposed addition will include one additional dock door in the north side of the proposed addition as shown below. 95th STREET SO I �I pi Existing 24,940 sq. ft. i i -- Proposed i '- 18,600 sq. ft. Site Plan Planning Staff Report — Case Nos. SP2021-053 Innovative Chemical Corp. Expansion July 26, 2021 Page 3 of 7 Architecture The building's proposed exterior will consist of precast panels that will designed to match the existing structure. ;117 ■■■■11 �■ --------FEE ---- --------------- IIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII lilll IIIII IIIII IIIII IIII'011IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII I ■■■■■■■1rO12I■■=��� laic —lip ■■■ MENEM llllllllllllll _IIII Building Elevations Zoning Development Standards The development performance standards of the requested zoning district classifications are de- tailed in the table below. The subject property did receive a variance in 2000 to reduce the rear yard setback from 60 feet to 10 feet and is compliant with the 1-2 district's development standards as identified in the table below 1-2 - General Industry District Standards Proposed Building Addition Front yard setback 40 feet 124.07 feet Minimum interior side yard setback 40 feet 60/40 feet Minimum rear yard setback 60 feet 10 feet* Maximum height 45 feet 24.5 feet Maximum building coverage 45 percent 34.8 percent Minimum parking setback from ROW 20 feet 20 feet Minimum side yard Parking setback 10 feet 10 feet Minimum rear yard Parking setback 10 feet 30 feet 'Planning Case V00-003 permitted a 10-foot rear yead setback Parking As part of this planning application staff worked with the Applicant to reevaluate the parking needs for the site as the use has evolved since the original approvals. The existing site has 50 parking spaces and 16 proof of parking spaces for total of 66 parking stalls. The proposed 66 stalls were in compliance with the zoning requirements. However, during the original approvals process, the proposed 9,600 square foot addition was going to be utilized as manufacturing, which would re- quire an additional 28 stalls and would create a deficit of 14 stalls onsite. Planning Staff Report — Case Nos. SP2021-053 Innovative Chemical Corp. Expansion July 26, 2021 Page 4 of 7 In response, staff, as part of this planning application, worked with the Applicant to reevaluate the parking needs for the site since the use of the building has changed during since the original approvals. The Applicant has since added office space to the front of the building and reduced the area utilized for manufacturing. Plan sheet A2 (Attachment A) shows how the user is currently utilizing the building. The table below summarizes revised parking calculations. Use Required Parking Area Proposed parking Office 1 per 150 sq. ft. 3,155 sq. ft. 21 Manufacturing 4 + 1 per 400 sq. ft. 11,653 sq. ft. 33 Warehouse 1 per 2000 sq. ft. 33,321 sq. ft. 17 Total 71 The current use of the building would require 71 parking stalls. The submitted site plan shows 50 installed stalls and 25 proof of parking or 75 total. The site is over parked by 4 stalls. In the event additional parking is needed, the Applicant shall work with the City to implement proof of parking onsite. 95th STREET SO 28Q OW T1j50 Existing ; Proof , I ,+ I T-�aewc� I _pI 1 �aiST�I.L P�U�h� I al I IT: • P • J 9I J 1 J J � Q Ku nw`4 `ias:r� �0 riilyl �lrM+[�I � <wR<M rU� o� 1� Parking Detail Utilities/Surface Water Management The existing utilities are sized appropriately to handle the proposed building addition. The existing building's stormwater requirements are addressed by an offsite stormwater pond. However, the existing stormwater sewer cannot accommodate the increased runoff from the proposed addition. Planning Staff Report — Case Nos. SP2021-053 Innovative Chemical Corp. Expansion July 26, 2021 Page 5 of 7 In response the Applicant is proposing to construct a stormwater pond to the south of the proposed addition in order to reduce flow into the system. Stormwater Plan Grading The preliminary grading plan was reviewed by the City's engineering staff and additional grading review will be required upon submittal of final grading and utility plans for the site. Tree Preservation and Landscaping Landscaping for the existing facility was previously completed. However, the landscaping plan was not fully implemented as the Applicant did not want to install the plantings that were going to be impacted by the proposed future addition. Since the proposed addition is larger than what was previously approved, the Applicant will need to relocate the plantings shown on the site plan that are impacted by the addition to elsewhere on site. The site does have areas where the land- scaping could be relocated, and as a condition of approval, prior to the issuance of a building permit the Applicant shall submit an updated landscaping plan showing where the impacted landscaping will be relocated onsite. I .. - i I v _ 24.888 SF I .+ a •� uIZZI�E 4.641 S.F. I - 95 J I II a ' PROPOSED ADDI110R ` 1• ; I I 18.600 SFMz I Impacted Trees Planning Staff Report — Case Nos. SP2021-053 Innovative Chemical Corp. Expansion July 26, 2021 Page 6 of 7 Public Hearing Notices The public hearing notice was published in the St Paul Pioneer Press and mailed to 10 property owners that are within 500 feet of the proposed project on July 14, 2021. Recommendation That the Planning Commission recommend that the City Council approve the Site Plan for a pro- posed 18,600 square foot addition to the existing 24,888 square foot facility located at 7769 95th Street, subject to the following conditions: 1. The project shall be completed in accordance with the plans submitted as amended by the conditions of approval. Any significant changes to the plans, as determined by Planning staff, shall require review and approval by the Planning Commission and City Council. 2. Final architectural plans, lighting, and exterior construction materials and colors must be re- viewed and approved by the Planning Department prior to the issuance of a building permit. 3. All applicable permits (i.e.; building, electrical, grading, mechanical, right-of-way) must be completed, submitted, and approved by the City prior to the commencement of any con- struction activities. Detailed construction plans must be reviewed and approved by the Building Official or City Engineer. 4. All rooftop or ground mounted mechanical equipment shall be hidden from view with the same materials used on the building in accordance with City Code requirements. 5. No exterior storage shall be permitted. 6. If parking is not adequately provided on site to meet the user needs, then the proof of parking shall be constructed. A demonstrated need for additional parking will require that it be installed on site. 7. The Applicant shall be responsible for protecting the proposed on -site storm sewer infra- structure and components and any existing storm sewer from exposure to any and all stormwater runoff, sediments, and debris during all construction activities. Temporary stormwater facilities shall be installed to protect the quality aspect of the proposed and existing stormwater facilities prior to and during construction activities. Maintenance of any and all temporary stormwater facilities shall be the responsibility of the Applicant. 8. The final grading and erosion plan shall be approved by the City Engineer. The grading and erosion control plan for the site must comply with NPDES II Permit requirements. Erosion control devices must be installed prior to commencement of any grading activity. Erosion control must be performed in accordance with the recommended practices of the "Minnesota Construction Site Erosion and Sediment Control Planning Handbook" and the conditions stipulated. 9. The grading plan and site grading of the property shall be consistent with the approved sur- face water management plan. The Applicant is responsible for the maintenance of the new stormwater basin in conformance with the approved grading plan at all times, and said Planning Staff Report — Case Nos. SP2021-053 Innovative Chemical Corp. Expansion July 26, 2021 Page 7 of 7 requirement shall be addressed in a surface water management agreement between the Developer and the City. 10. All concrete and bituminous surfaces on the site must be maintained in good condition at all times. 11. Prior to the issuance of a grading permit the Applicant shall submit an updated landscaping plan showing where the impacted landscaping will be relocated onsite. 12. Prior to the release of the building permit, a bona fide cost estimate of the landscaping improvements must be submitted in conjunction with a letter of credit approved by the City in the amount of 150 percent of such estimate. Upon completion of the landscaping re- quirements, the Applicant must inform the City in writing that said improvements have been completed. The City will retain the financial guarantee for a period of one year from the date of notice of completion to ensure the survival of the plantings and that the required as -built survey has been submitted. 13. Prior to the issuance of a building permit staff shall approve a final landscape in writing. 14. Landscaping on the site must be maintained in good health at all times and dead plantings shall be replaced in a timely manner. Prepared by: Mike Mrosla Senior Planner Attachments: Architecture Plans and Civil Site Plans INNOVATIVE CHEMICAL CORP. CODE COMPLIANCE REVIEW ENERGY CALCULATION GENERAL INFORMATION urn NE C. ZON1NO AND LAND USE: [o1 oBi[L LightNnausllul D. LOT SIZE: ".B] Ann I..- Al. 1.11 1. WPARN NG 15L0 AND ,,2t6 Al./ 0,511.1.s' 1 > 21 AX APPLICABLE CODES: A. WdAGE GRWF ZONNG ORDINANCE .-t Eailim B. MIN ESOTA STATE WILDING CODE (MSBG) 20 D Eall'xn D. CILAPTER 1]U - 1NTLGEGXISTNL W1L.NGLGECOOE 2B18 [dUen 20"0 Eail"dn F: CHAPTER 1]22/23u- 1NTLL ENFRGYxCONSERVATIW CODE 2G18 Ebro. x: CNAP.R I]AI - uTL GEEMnu" CODE 20H1 fCODE aun 1. CHAPTER A11ITER 1 - UNIFORM PLUMBING COOS "01" Eail"dn BUILDING CLASSIFICATION A. 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Ana Truck uanwewmg Arms 1" So­­R11 oI CWrsc B" Campeeletl den 5 Ba. tt1/Z kW i-I. IN., C wrs 8"ify With Gilla dws 5 Ba.u.se "ng Soil Cmailionz Ana Nh ACalgy N. FIRE PRO1[CIION FDA HIGH -PLED CWB. STDIMCE (1F[RnCool 32) xevvnl 2D'-D' Pw CA-12. C.THd Hig Cku 3. To xlgn-N - 8.068 . 1.. tAR s.l. - 26.688 sI. 1Y Repuim.enls &udn rcCemlm oReL'i 1. Sp1^em a06 TO 10 RFWIRFD NC J206.A Irc D.I.- SYslcm TOT REWIRED Bulldng A.. Rmas Nlhin ISO'/ D.h E.y 12W RFWIRFD 1PC 32GG6. ­1 Smok lit 1Gtpo.c.o NC .B 11 To PRe Dln.ndml s ANSI/ASHRAE STANDARD 90.1-2016 e: CamOnmce 1s Fw Bulling 1-iX. On1, Me D.gn-Bova HVAC one Elml/Nd O.gnns Yusl _tit DocummlDlI. Prwmg mm Nnh xvA[, Ug1Ung, Ana hh_ 1Marq GENERAL .r 1. �9[weGimea( Span G'e B. C1 _ (S, a) 1. Zero 6 - -h. Nlmemlp COMPLIANCE PATH A. "n Buvaing E-AP, Option (5,2) MANDATORY PROVISIONS A. Cpmpmmis DI Th. Bowing E-AP, %.It C.Ity With -ioI SA en (SAT) E 1 ro Thy Vael l, SAI,UAn Sl - 1.9 2. 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SO s C1mny DEVELOPMENT TEAM A R C H I T E C T C O N T R A C T O R L A M P E R T V A N G U A R D A R C H I T E C T S C O N S T R U C T I O N 420 Summit Ave 2350 Wyoliff St - SL11te 11 St. Paul, MN 55102 St. Paul, MN. 55114 P1one: 763-755-1211 Phone: 651-644-6545 Co Ala Ct: James Be HhiOume Contact: Daniel Ward O W N E R E N G I N E E R I N N O V A T I V E 5 T R 0 H C H E M C O R P E N G I N E E R I N G 7769 95th St S P.O. Box 1058 Cottage Grove, MN 55016 Je rame, AZ 86331 Phone: 651-649-1762 Phone: 808-463-2256 on Ctact: Paul Narpdul Contact: Bernie Stroh SHEET SCHEDULE Shea pemrlprm TI lift Shccl Sic Ph. A" IT. PI. ns -1 P1m AI Att E1mollmsa 5 A6 WRI Sallorc St Fm1In Ana Fw S" !FUN, L P S1 Slrutlurtl DNpik VICINITY MAP e q��y'PN �aJ `Wp �49 :,- S. INNOVATIVEC.EBITE 'Y VICINITY MAP - NOT TO SCALE THE GN/Bu1L REVIEWING ALL MECHANICAL. TELECT ELECTRICAL. PLUMBING. FIRE FIRE SPRINKLER. OR ANY OTHER DESIGNOCUMENTS IS NBUIILD GU- COI TRACTOR'S WORKFORGu/8111 CONTo THE RACTOR'SSRESPON981LITY io NOTFY ME DE9CN/BU1LD CONTRACTOR OF ANY CONFLICTS WITH THE ARCHITECTURAL ,NoNICES, LOCATONS OUANTITEs, RODE ATIONS. THE DESIGN/BUILDCONTRACTGR IS RESPON98LE A FOR NOTIFYING THE ARCHITECT IMMEDIATELY OF ANY DNIRED DUE To THE GGR - GMAMM OF EACH OE9CN/BUD SUB-CONTRACTdt'S DOCUMENTS 0 L A M P E R T A R C H I T E C T S 101 ARC.ITECi CERTF1CAi10N: L LEONARD LAMPERT e/A/21 D mu"D 2350 WYCLIFF STREET - SUITE 11 ST inxl (651Z 6i�5SNA 5s11s 1 e..-nee w O J 0 Q a S_U c_ L W U o' `Wbo V / 1y Y O u Z Z tAMEG B O'...1BY..Ber: LL R5/3D/21 ISSUE FOR PERQM1i B/A/]I TITLE SHEET Sheet Number T1 Project No. 210427-3 6.1 STL PIPE FILL W/ GOING RIN OP PINT B DOLLARD ZSDW WPS FIX NRE 3D TLB ER FELT JOINT Iix DOW_NTEDNCDASST SlILp INGD MA IAL Tv . AT 2 5 FT A.F.F. CONC. SLAB ♦ i DW INDICATES APROX�RS FT CANDLES n _4 Iz'P FOOTING i316" BOLLARD DETAIL BACK ILL W/ NEW DW TOPSOIL SEED NEN E X III 5 D N G SUB GRADE SOIL G ABASE GRECATE %2\6612 CONCRETE CURB DETAIL Al NOT io SCALE 95th STREET SO S/E DETAIL I \ III 280.DO' — 6 PROOF OF FOR E XISTING R�RUILDINGINIALLS I - � � IILIIIIII,IIIII,IIr I I I I RODF HATCH I I �XISTING BUILDIN = 24,888 S.F. 3 PROOFOF PARKING JI I + - I MEZZANINE - 4,641 S.F. ITI PR N RKI I s�ieACG I� III 'ROTECTIWE BOLLARD ,EE DETAIL 1/At IEMGLISH WIz 1 IF J W I� '.XOCK )ENSOLISH 1 31rc J A v RBJ I O +I TREES to BE eunu�x RELOCATED DR 9ElBACp REPLACED PROPOSED ADDITION o (a THUS) 18,6DO S.F. - �BiTC'REPAIR MNWS PAWING < AS R\\ G CDUIRED R—Rt DRnIUS �SP GNa DAILTED RELOCATED DR REPLACED TREES \ _ EXI IS ixUS) TREES REE RANI TO BEBE SG AVED S t29D.�4• MORTH SITE PLAN 0 L A M P E R T A R C H I T E C T S All.. All 101 ARCHITECT CERTIFICATION: LEONARD LAMPERT vANG mD 135D WWCLIFF STREET - SUITE 11 )6. CL od 0 m J C QN N U c W V o' W V `� Q1 r 00 H > U O Z Z Pro' 0 DINig— JAMES B D,.. By..R6 R 6/TD/zT 6/A/3� PE Q SITE PLAN Sheet Number Al Project No. 210427-3 F®-TEXIT SGNAGE. PROVIDE EMERGENCY R C -DP P PR— (1)DIE AT EfOOT —P IRE WALK MG SURFACE. 3. F.E. = FIRE EXTNGDISNER. VEMFV OFFICIAL r CDNDIRTDNSFPRIOR iDPCONSiRDCTON. GoLL'-D• I - 0 I(i DDCx R�I\ DPEN GRATE STEEL STAR WI I51a'n-AryDMG ]] u u TREAD ] VAX RISER L___A _J 46.5 RE --PROTECTIVE SEE DETAIL BOLLARD SOGA'R ADDED LAT DOOR ® I ALB AB DENOL19N EXISTING VAN DOOR DEME EN EXiSiMGGR ->pi»u»> _.... MA —RING 91 OCCUPANTS - - - - - - %OGR ADDED AT DOOR RGOOFRAINS iO SP V ONVGRAOE ITVP�LnGNeLDCx �® _ _ - -- _ _ - T1 [` R.D. F. `® _ O _ I LD•-D• a•-D• Lz•-D• a-D• u•-D' a-o• a•-D• O b a-D• Lz'-D• a•-o' Lz'-o' a•-D• a-D• - - - Lo•-D• O a•-D• Lz•-o• O a-D• Lz'-D• O a-o' a-A•s-A• e'-a- _ _ _ p' p Bp' p• NO TE %1FLOOR PLAN A2 GcnLE. Oar—i'T Is]ND sLovED sLovED Exlsnu `e✓ � ROOF DRRiN ROOF DRRIN 40 ¢ ¢ p AOCMIL—PDNSMEMBRANE - I I I At8 AB aR . It - - - - - - - - - - -\2ROOF -- - - - DVE FLOW 1. ROOF SLOPES IS- OVER tt]'-0'RC LIBI - - - - — UNITSLTOABE LOCATED AWA 0 R L4E .E PARAPEl DIX SOfAR ASIPDSSBLELO) OVERFLOW0ddgdgdgy{1vRVRVRVR SCUPPERLEAOERS TO eE 'ED INTO ON$ITE STORM DE�IONNE CIRIL ILAN�FCR STUB LOCAnDNAREA SERVEDBY ROOFDRAIN ROOF DRAIN yt ROOF DRAIN 11 I t S.D]a S.F. • 1.1Ia S.f. I - - — ROOf DRAIN Y] ROOF DRAIN H t 6.tO0 S.F. • 3.414 S.F. aPEOW OVERFLIM 1O -D 10 -D SD -O SD'_p 10 _p Sp'_1 MONTH i1R00F PLAN A3 scALE: /11 A ' �00 ROOM FINISH SCHEDULE i0�m�o0� g) DOOR TYPES qq SCALE: t - t -0 e L A MP E R T A R C H I T E C T S st I�1 ARRENITT CT CERTIFICATIONT4T, Moo L�UU LEDNARD LAMPERT vANG !D I350 WYCLIFF STREET - SUITE IT PAML Ax (65�)6••-1�Ra CL W O U J N Q _U c_ W V ' 0 W V N d0 ' > U O - MMES B Drams IBy.�.R6 OALD EDU. RC ykeatl1$ey: 7E,LE WINDOW FRAME TYPE I/a• - r-0 7 1. DETAILS AND SCHEDULES Sheet Number © PAINTED A 4 P METAL (c TDOOR FRAME TYPE A4 SCALE: I - t- -0 Project No. 210427-3 miuimuimuimmummmmmmmmmmmmmmmmmmuimuiun,�amiimmu iuimmuiiimu miiimmmmuimuiummTimmuu�immmmmmmmmmmmuimuiumummmmmmmmmmu,+,immumimmuimuimnummmmmmmmmmmmu�aiinmi„muiminiinummmmmmmmunimmmmmmmmuimuiumummmmueuimuu�nimmmmmmmmuimuiumm.mu -------------------------- _f -�___ ______________________________ �ri ____________________________ sJ �---7� ROOF its DRAIN ONTO ______ iz1 WEST ,/BELEVATION p5 saE =i'-D NEI ADDITION, EXISTING WILDING, _________ %3',EAST ELEVATION ,EXISTING BUILDING NEW ADDITION, t_______________________________________� NORTH ELEVATION p5 scnLE: /a= I-D OVERFLOW SCUPPER ADJACENT 10 EACN �. O. OOF GRAIN SEE ELEVATIONS FDIC ocATI S BITTONZOF SCUPPER . 0 THIS — ROOF EL—TION NOTE: OVERFLOW SCUPPER IS SIZED ACCORDING TO �51 CCALEVERFLOW SCUPPER DETAIL l Iy SEE WALL SECT. qAB "I DR SIMILAR DETAILS —C Ia.l I.I lar i1 I"al .I ,. xlCx LIFT DOLE TRACK ` RES ING METAL CAP AID UNDER LAP FLASxNL LA xI ROCK BALLAST PRECAST MIL EE ps MEMBRANEOP pSPOl IN.S LNEAL.}(R- [15 t-t/Z' METAL ROOF DECK ]z BLOCKING AS SLOPE REWIRED i r "S, BEANING`� I J r r � CIIN FOR $MILAN SE>'P LB/ABOVE o V 1 SxIM TER 1 STEEL BEAM II E 1 SEE BTRUC. STEEL JOIST ° SEE STRUC. uFRAME T PENERATTION T.P. MUST BE BASxIN `r j EFFICIENTLY SEALED. 1 SEALANT AT FACE A T EDGES OF FLA"ING'Nix 1 ROPE WICK WEEPS AT b' D.C. FULL DEPT' '= SLOPE .h UP AT IRA L TINTED INSULATED CLASS IN ANCDIZED ALUMINUM FRAMES BACKER ROD AND SEALANT a I' AT LNND. PERIMETER P 1 POSITIVE SLOPEWiO EXTERIOR "a I II II ICI I I rI rI I • I I 1 i -I •i 1 la� I la� I 6 • I j • I lal lal I "I I •°I I, al • I, al 14 Il l+ 16 I:I I:I I• l I l I°I I"I I •I I •I Il Ii �I jl la f la f ° SEE BUILDING ELEVATIONS ° PRECAST CONCRETE ° a WALL PANEL cR-z6.z) TEXTUREp FINIS. RN ANp 1 1/2EXPANSION Xxr 1 1 G alBRpcTURAL FIN SxED fL00R r EN SxEDO (LOOP r VAPOP BARRIER. VERIFv IF J yI RED'DR By SDILB REPDRT AND I f MLT <APOR BARRIER NAY MIN) Y u. - O/ Y LL, - N/-u �a1 SECTION AT DOCK DOOR 3 NOT USED �i\WALL SECTION AT WINDOW �i1 TYPICAL WALL SECTION A6 s LE: ',/. = r-o• pg s E: /A• = r-o• p5 scALE B/A• = i'-o• pg s LE: p4 = r-o• El JIMN NARK n x Cz x H SIZE BASE PLATE ANCxOR BOLT I I I BB 6X6Xt/a 3/a'Xt a'Xt'-Z' (a) 1/a' DIP BENT ANCxOR BW3 I I I I BB ]X ]Xt/a 3/a'Xt 5'Xt'-1' (a) 1/a' DIP BENT ANCxOR BW3 EXISTING BUILDING P CDOTNG I'll CAL AT DOCK 5 9 RS EPDX, GRWTED B' INTO I I I ______EXISTING f----_____ �_1P ______ IFS NXIFDNrI GTEPS I FS I f5 f5 - - - L O N _ II L_ _ L_ _ Tv%CAL LOAD I1 LEVELER PIT CI [, Ct (�) XS X Za' WWELS EPDXY GROUTED B' INTO 51 II EXISTING FOOTING L r I I I I LL )a EXISTING FDUNOPTIDN—/ WALL TO BE DEM 1-1) -PRECAST SUPPLIER TO PRONDE :ERE"CRPDESIS LOWER Tx AN fIN15xED FLOOR ITwICAL) TOP OF INTERIOR FOOTING 99 L FFl - - 'F LZ a' UNLESS NOTED I FC3 FL a T(1AT 1) EBMx wAv ITT- ( EARING LOG-S) ZV UNREINFORCED CONCRETE SLAB -7 CON ivPICAL SLAB ON GRADE SPHED BASE CTEDDO AND GENERAL3EET.iE5�W u - -O') I GI DTES STEP IN FOOTING ® AIL 3/53 11 11 J Sn - - - - - - - - - - - - - - - - - - - - - - C, ' FI r--1FJ r--1FJ FI tZ' INSULATE PRECAST CZ iCRETE (TN• OTEC: OfN iTG.w.SSOF �FiNGY-J' MNCLUDES i'" KEVWAv)3 I(.p FE �'0ONNLE1u. WFI ioo IW I o i 0 o I - m a L__________________ n 1 r-- I I L A'CONCRETE SLAB ON B' COMPACTED SAND BASE - - - D' P y). p• DOtVEL STOOP TO FDN. T XA BENT BARS 'E'Xi B' ATxI.- O.C. (3 SIDES CENTERED ON DOOR) - B. CONC. BLK. STOOP fDN. SAL L t 161B' FTG. wlTx (z) XA CoN, .., NORTH FOOTING/ FOUNDATION PLAN 5T SCALE: t 6 - t -0 - --- -- -- --- -- -- --- -- -- --- -- -- E --- STING -- -- --- -- -- --- -- -- --- - ----- -- ------ -- - ---- -- ------ -- BLHLD114G ------ -- ------ -- ------ -- ------ - W. JgST REACTION t.35 KIPS EL Fi vnR13 KPSR �� ALONG _8 EDGER t� 52 RING= ] - sex 6, P• �6W11.31 aV WELDED ORIZONTA BRIDGING §W — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1-1/2- — — 22DECK — — — — — — — — WELDED d E I Z 0 N T A B R I D G N — — — — — — — — — — — — EAM REECASTI W21X. TON AT AN Wt6X3t W-"S W-1 I i Wi— I I I 1 W21XSD ffi E L 6/SS JOIST ERRING - 122'-2' A._5. 3._y. (MK) INDI B .E. A S Ic §W H ZBKtD TEEL Jq TS Ai 6' G' O.C. - xV 51 ---------------------------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — WtBX]5 — — — — — — — — — — Wi 8X1i — — — — — — — — WtBX]5 — — — — — — — — — — WiBX.D — — — — — 53 (ZAK) 6._2. JOIST ERRING - 12t'-B• - (30K) tw.N3C ERT�i. 3xT/a NECK NBXE - GIPS ALD RIO�L E OE I0%S1 STEEL WELDED UORIZONTA BRIGGIN Al •A CONT. Wi DXi7 Al ° SX3X1/a' DECK .l 6I_T.I - TIP.00 KSiPS RnFL DR AL cRIDRdS REACTION EDGER SEE DE1 LR iO/51 WELDED ORIZONiA BMGGIN E �3 KIPS CONT. W-17 ? ELEVARING ELEAT /ZN IAl SN TTIP ALZGDI i D LED RE LTE`DGER 30' p' v NORTH oDF Puu NDTFs.. v ROOF FRAMING PLAN ® 11 CANTILEVER BEAN SPLICES 'AVEVEBEEN N OPTIMIZED FOR SSTEEL 52 SCALE: t 6 - t -0 STEEL FAB CATDR WAV ASu9AIT ALTERNATE SPL CE LOCATIONSRAND BEAN SIZES FOR CONGIOERATION By STRUCTURAL ENGINEER OF RECORD. -- f I L I lEE 1�116 ENGINEER CERTIFICATION: uixy�G Art 6ERNIE STROB vANG UARD 2350 WNCUFF STREET - SUITE tt (asp) UL.- WNE-TA Ax U.." 1..-11R. CL w OR J N Q c_U c L NJ U o' LJ u > w two >u O Z Z RB Re akensBR 5/ID/2 6/./2 ROOF FRAMING PLAN Sbeet Number S 2 Project No. 210427-3 GENERAL STRUCTURAL NOTES: - t. BUILDING CODE: EOUIREUEMM OF Tx 20VBCNTERNATIONPL BULDNG CODE't-) E L CA SEE ARCH. OR TOP o E ARCH, FOR TOP S`E ARCH. FOR TOP ME nRCIL FOR TOP h NINNESOiA STATE BLDG. CODE CM Mc 2D20) OF PRECAST GST PRECAST PRECAST 2. PRBCnING 12 ° °.I SEE PLAN FOR T _ ES 1 EMBEDDED PLATES , DESIGN LOADS: PR CO^U EXISTNG JOST REAn HE �RECPSPLAT PRECAST BASIC WIN SPEED (1 BECDND CUB) 15 MPH SW ate) WALL L COISTING iIpu a1 FLD wLD d - _ _ ° SUPPLIER iBM ERvcE> I. `, Px LxNo MPDR a FACTOR. I. .... �, TOP OF TEAM � z cncx JasT A EXPOSURE 9r LE<i��� I I 1. I. ° ' / LEDGER ANGLE INTERNAL FFIC TS ....- xO UBP flu vAfiES REACnON i0 I. ° SEE PLAN I , I; I REECABT QLIVE LOAD(> I'I 5TLG NSTNDTE. I .. 35 PSF • ------------ DEAD LOAD (DEGGu O.L.)..... .. 20 PSF BEAN REACTION -SEE PLAN PO CIA JOSH IACE STEEL BEAN I I uO CAMBER ADJACEUT 3. RWf SNOvLOAD. .. SEE PLAN CUT. 14 1 a TO WALL '. CWi 3XSXt/• GROUID SNOW PIT ...- ......- DO PSF } I JOIST SEE PLAN ANCLE FOR DECK FLAT ROOF SHOW LOAD, ..... ...-.. 35 PSF Y° WUO " -. .° JOST BR DONS SEARING t2' PRECAST ttP. t2' PRECAST TW. PER SA - SEE PLAN SNOW EXPOSURE fTANCEAC TOR Ce...................................... t.D T � 1/6' EXP. BOLT TIP. EIDw LOAD IMPORTANCE FACTOR. I .... .... .... � D 4 I ) . � TIER AL FACTOR. CL......-........ -.......... -........ -....... ... LO TUBE STEEL ° a "PLUS SHOW ACCCUMULA ON AS REQUIRED BY IBC. 'SEE PLAN cxA 12 TYPICAL SECTION U1 TYPICAL DETAIL 10 TYPICAL SECTION 9 TYPICAL SECTION 53 SCALE: 3/a' - t'-D' S3 SCALE: 1/•' - t'-0' S3 SCALE: 1/•' - t'-0" 53 SCALE: 1/•' - t'-0' ' CWRuuuSRAu0 w4uSSARE LDES[«EOAFOR BNAPUCEILTOA 14 DETAIL AT ROOF FRAMING ADJACENT TO EXISTING BLDG. 0 ERSTRESGNG, ALL STRUCTURAL ELEMENTSR(ASNREOUIRED T 53 SCALE: 1 • - t -0 AT NYo STAGE OF CONSTRUCnON) UNTL COMPLEMON OF // THIS x P ) 1T;M2' ROOF DECK ELD "I BLLNSFIELD WNTH t/B3 T2-t/2' FOUNDATION.xS5 STEEL COLUMN ET WELD EACH GDE t. FOOnNGS WERE DESIGNED FOR A MAXIMUM SOIL BEARING SEE PLAN h SCHEDULE PRESSUREOILBEVERIFIED PRIOR iOOxE CONSTRULTIW OfssMEE FOOT NGSp TYPICAL a ° BASE PLATE UN SEE SCHED. -- -- AND REPORT ANY DISCREPANCIES TO THE ENONEER. LONER - THE FOOTING ELEVATIONS SHOWN IF NECESSARY TO �� OBTAIN THE REOIIREO BEARING PRESSURE. A FINI 0 FL000R I CONCRETE:T Ems- PLATE En SIDE Mi - Si. ALL CONCRETEL WEIGHT SPEC! " ° ° N xE OHi MINIMUM 2. DAY CDMPRE.IVE BTREIGTX AT •Op0 PG (MINIMUM) _ $. 9 COLuu CAP PLATE SiD. FRANNG WALLS w 3000 PSI 1- ' II' °� -i ]/•'Xi' 3'X BN FLANGE ND1H CONNECnG SLAB PROVIDE CRADE. FOUNDATION...... FOR BELOW III— 2 PROVIDE Y CLEARNFO COVER ON BOTTOM AID GOES 4 — p III i i it = W/ (Q 3/•• DA A325 BOLTS 3.MAX. DISTANCE BETWEENSLABCONTROL OR CONSTRUCTION 2•jz2a' CONCRETE PIER II Z CLR. EXISTING FABCON SEE PLAN OR P L JOST SEE PLAN O2 I6 VERT BARS pp Ip WALL SFOR TEEL JOSTS I I STEELLBEAMS xSSA CD ME PLAN AN A EXCEPT JOINTS SxnL uDT Ex EED t -0' SLA. ON g q•('�S Ai 12' O.C. III II PANELS I ITTYPICAL 3 • CAP PLATE SPLICE VARIES -SEE PLAN REINFORCED WIN SX6WU0/UO FEUDED WIRE MESHAOR FIBERME. NOTE: VERTICAL PIER BARS b ° II / S. EXCEPT WERE ALL SUBMIT SHOWN. SLABS ON GRADE SxnLL ME LAN DIA. A325 BOLTS BE 6- NICK CONCRETE DRILLED NTx EPO v I ° EXIST NG FOOTING 6 SORB CONCRWACTMETE SxnLL BETa000PSI ETEW/ MIXWpiER CONTENTALL RATIO �??OM BRNS x G. , ° — LESS THAN .50 AND PLASTERCIZER ADDED AT JOB GTE. DRILLED NTH EPDXY / a T TYPICAL DETAIL AT ROOF JOIST BEARING �7\ TYPICAL DETAIL AT BEAM SPLICE INT0 EXISTNG FTC . u $3 SCALE: 3/•° = T-D` $3 SCALE: ]/• =�-0 11..TSTRUC'TUTURALRPREGE'STSI CONCRCRETETE MEMBERS AND THEIR CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE RECOAME DATIWS OF THE PCI IANDBDDI FOR PRECSHALLASTPRIS REINFORCING DESIGNED STO SUPPORT ID GTIE PDESIGN LOADS AS INDICATED SEE xEW FOOTING EXTENGON B' DOWEL EMBEDMENT 2. PRECAST CONCRETE FABRICATOR SHALL FURNISH ALL LOOSE WIN UT CLIP ANGLES. INSER3 AND WELD PLATES IN PRECAST AS SEE PLAN AND SCHEDULE FILER NECESSARY FOR THE PROPER INSTALunnW OF THE PRECAST E 3. ALL HA RS AT OFENINM IN PECAST TO BE DESIGNED AND (i1DETA IL AT FOOTINGS ADJACENT TO EXISTING BLDG. WISHEDY ASUPPLIER, $y ALE. 3-- _ ! EEL RE EI ORCING' `HEEL SHALL CBNFOtM TO E NEW ESTM (GRADEEEL, DO) 36-5 WELD. "ST 2, WELDED WIRE RIC DRAWN AND CONFORMING LTO AS. AU85 AND A" L PUDDLE WELDS AS SHOWN N OP CHORD I GO LAP FASTENERS PER SPAN. A BAR SUPPORTS. MO N. DETAILING. FABRICATION AND LACING OF REINFOKING BARS AND MESH SxnLL BE IN NOTE: MECHANICAL FASTENERS ARE ACCEPTABLE UACCORDANCENLESS NOTEDWIN OTxTHEA. CIE "D DETAILING MANUAL LAP SPLICES ME PLAN AND ALTERNATIVE TO DECK WELDING PER ENONEERS' APPROVAL. • SxnLL BE 40 BAR DIAMETERS OR ll'. WHICHEVER IS GREATER. PRECAST PANEL BEYOND rfir SEDD LUMFN°R �51 TYPICAL DECK FASTENING DETAIL STEEL JUDIS3: Y• DOWELS Y-D"xUID T E PLAT FOR ALE u0T TO SCALE t2' O.C. (LLx) (3 SIDES) A 2 x00KED $3 5 GISTS SxnLL COMPLY NTH THE STEEL JOIST INSnTUTE ANCHOR BOLTSXyA U REISOMMENDED-COD_SME OF STANDARD HAVET PRACTICE FOR STEEL GL NTx JOI S FOR FABRICATION ANS.ALLD E EC ION' 11r 1DIA AN6'ESND ANC. FDDTNG SEE PLAN 2 BRIDONG ASSSHOIN ON PLANS OR PERIMIL2LITRECOMMENWELDEDDATIONS. t2' O.C. (3 SIDES) 3. FOR GRAINAM. STEEL JOSTS HAVE BEEN GZED FOR PONONG EINISx FLOOR CWSDERATIW PER IBC SEC. -T EL. 1 GG-0 ----------- STEEL 1 STEEL EROOf DECK SHALIR 1EC1" L BE H-'D AND EFE• ERECTED cAc 0E a -WIDE VE MAIDuraes`w Tx ER = = _. _ 1II— WITH THE STEEL UE. INSTITUTE I.S/1'ALLCIA PWESTEE DECK SHALL ELDI T12'ED C.PPOFASTENED WIN "�E TEKSMONNECTIONSVITH b ' FIELD VE�FWEG YnO FILL COMPACTEDPRGRANULAROCTOR - IIIIII TUTU III III III ii` ii 3* CUi0 UR, REINF, YS BAR 2'-D AT 2-0D.C. SELF DRLLNG SELF —TAPPING SCREWS (2 FASTENERS MINIMUM DENSTY 0GRO NOMANAL EWALLY SPACED PER SDELAP BETWEEN JONTS) _ a , MASONRY. �? r y TYPICAL STEEL COLUMN FOOTING DETAILCONCRETE U REW RETEENTS OFRASUNITS CBD.xALL CONFORM TO THE Iu Y68EUT BARS AT U2 .0 $1 SCALE: 3/•' - t'-0' z \� 2. MINIMUM CWPRESGVE STRENGTH OF SSY. UNITS - 1500D PSI. PAVING WS EACH WAY CENTERED . SEE PLAN FOR a [RUT pR xWLOw MASDu v u �B. O FI p SLAB ON GRADE u S NAL xVE A 2B Av L 95tASTDDPRWiOR R EL. t00FL0 _ v FTC. STEP ONLY WEIGHTPEACONCREM. PS AND SxnL eE uORUAL °i DENSITY — I s - SL Ru[ ou Dui • ALLFAS NASDNO Y TWiHAB GAUGE DEVF HORIZONTAL ZDNS REEFOtOCCGG 6 I° I• oTOELs OtpUTEo FOR a SAW CUT SxALLC BE LOOTED AT EVERY OTHER COURSE I N I° 8' INTO PRECAST V005 — III III LLPSSLFB UGLAP -f�'/ 5 ALL VERi CAL REINFORCING SHALL BE CONTINUOUS ONTO AO — I U III III— LL - MR DIAMETER LAPS AT SPLICES UNLESS NOTED, REVERSE R F " ! PRECAST PANEL SEE KAN t. MOW`STRUCTURADDETAILNG. FABRICATION AND ERSTEEL SHALL BE IN pC CW TM I I ACE EXTERIOR WALL ° y ° ¢ Au w THE AISC STEAS REFWIR'IEDG - I vERliv w/ ,n SAwCUT CONTROL .101ui a 2. ALLNSTRUCTURRLESTEEL SGHALL'ICONFORM TO ASTN A— OR A— i0 NA (LEVELER PRECAST STEEL PIPE SHALL CONFORM TO ASTN A5O OR AST N A53. T F F n AOE a FR. DEPITH ) T L B - ✓ °� °iCN SIZE AND NOTES - a �� _ __ SPUR G OF RENF. s UNLESS NOTEDWE TES DE PO 3 E]OXXELD GELECTRODESSTEEL TUBES L AND GHALLTCWFONT RMEGO AWS STANDARDS. 2 AfiER fIN15HNL FOR •' OR S WET BLADE Et-1/2IMMEp'DEEP •. ALL BOLTS SHALL BE 3/•- DIAMETER. ASW Al2S Y•X•'-0' IN SLAB ° 'u 0. ° tf FOt 6- SLABS % i 5 DEGREES (2) YS BOTTOM e - ~ P i 2. ALL C00NTSOL/CCONSTRUCnON JOINTS MUST BE CONTINUOUS •'` SEE TivPIGLHDEiA LAY Ai (2) CORNERS ° CLA55 'B' LA •'-O MA D ALTEORNATVE AND EXPAIGW MIT MATERIAL BOND BREAKER AT OLD MIB EDGE W ALL WALLS AND TRENCH GRAINS „ ? EVWnI STRAIGHT AUGNNENTW PANEL �s1 TYPICAL LOADING DOCK LEVELER SECTION ID �1 TYP. DETAIL AT PRECAST WALL FOOTING iz1 STEP FOOTING DETAIL �>\TYP. DSLAB CONST./CONTROL JOINT DETAILS $y swLE: 3/•' -o $y scALE: 3/•°�-o $y scALE: 3/•°�-o $y scALE: 3/+' = r-o