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2017-00909 - garage detached
CITY OF ORONO * 2017 - 00909 * 2750 KELLEY PARKWAY DATE ISSUED: 09/20/2017 ORONO,MN 55356- (952)2494600 FAX: (952)2494616 ADDRESS 685 OLD CRYSTAL BAY RD N PIN 33-118-23-21-0002 LEGAL DESC UNPLATTED 33 118 23 : LOT 000 BLOCK 000 PERMIT TYPE NEW STRUCTURE PROPERTY TYPE : INSTITUTIONAL-SCHOOL CONSTRUCTION TYPE : GARAGE-DETACHED ACTIVITY : 649-ALL OTHER BUILDING&STRUCTURES VALUATION : $439,400.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,FIRE SUPPRESSION,AND ELECTRICAL(STATE) PARKING STORAGE GARAGE APPLICANT PERMIT FEE SCHEDULE 3,251.92 PLAN REVIEW 2,113.75 EBERT CONSTRCUTION STATE SURCHARGE(VALUATION) 219.70 23350 CO.RD#10 LORETTO,MN 55357 S.A.C. 4,970.00 (763)226-5320 TOTAL 10,555.37 Payment(s) CHECK 200159 10,555.37 OWNER SCHOOLS,ORONO PUBLIC 765 OLD CRYSTAL BAY RD N LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. 7 Ap li ignature I DW Issued 13Y S gnature Date We CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS �0 Mailing Address: Permit number: ZQ 17— ZO `7 PO Box 66 Crystal Bay. MN 55323-0066 Date received: 7 Street Address:' Received by: 2750 Kelley Parkway Plan review fee: /Z0,75 Cgk£stio1`�` Orono. MN 55356 ::12\U1 --dU'�O Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 685 Old Crystal Bay Road N Long Lake. MN 55356 Will this be a Parade of Homes. Remodelers Showcase Home or other Display Home? ❑ Yes F±1 No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: Ebert Construction State License# Expiration Date: Phone: (cell) 763-337-2950 (office) -7844 Mailing Address: 23350 County Road 10 City:Corcoran ZIP: 55357 Contact Person: Jed Nikula Applicant is: I Contractor Homeowner (Circle One) Email and/or Fax: inikula@ebertconst.com PROPERTY OWNER INFORMATION: Name: Orono ISD#278-Justin McCoy Phone (day): 952-449-8345 Address: 685 Old Crystal Bay Road N City: Long Lake ZIP: 55356 Email and/or Fax Imccoy@orono.k12.mn.us ARCHITECT/ENGINEER INFORMATION: Name: Jed Larson Phone (day): 763-682-9530 Address: 2381 Eaken Ave NE City: Buffalo ZIP: 55313 Email and/or Fax: larson.jed@gmail.com PROJECT INFORMATION: Description of project: 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal & Water Supply 0 New Construction ❑ Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage ❑ Deck ® Public Sewer ❑Accessory Building ❑ Single Family with ❑Office/Commercial ❑ Relocation detached garage ❑ Residence ❑ Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water "Any earth movement may also require 0 Commercial ❑ Storage MCWD review&permits. ❑ Industrial ❑Warehouse ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) Q Other(specify) 15320 Minnetonka Blvd Parking/Storage Garage Minnetonka. MN 55345 Phone: 952471-0590 Fax: 952471-0682 www.minnehahacreek.org Estimated Construction Valuation (excluding land) $ 439.400.00 AUG 03 Z01 1 Last Updated: January 2016 CIN OF ORONO 1 STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions (continued) a. Length(ft.)= 106' Number of bedrooms= 2. Occupancy: b.Width (ft.)= 64' Number of garage stalls: 3. Occupant Load: Areas in square feet Attached= c. Basement= Detached= 4. Type of Construction: d. 1 st Story = e. 2nd Story= 5. Code Edition: f. '/2 Story = g. Total Area= 6784 REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ ❑ Building Permit Escrow Agreement and Fees ❑ ❑ Plan Review Fee ❑ ❑ Completed Application Form ❑ ❑ Proposed Building Plans—2 full size sets.to scale and 1 reduced 11 x 17 or 8'/z x 11 set ❑ ❑ Minnesota State Energy Code Calculations and Mechanical Code Requirements ❑ ❑ Survey—2 full size. to scale(meeting ALL survey requirements ❑ ❑ Hardcover Calculations ❑ ❑ Septic System Certification ❑ ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required ❑ ❑ Landscape Walls and/or Retaining Wall Plans ❑ ❑ Stormwater Pollution Prevention Plan SWPPP ❑ ❑ Access Permit ❑ ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so.the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information.the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. Applicant's Signature: Date: 7 7 Owner's Signature: Date: �— Last Updated: January 2016 X 1 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS ('`� Id- ( �Q (mow Address: 7 Y► G� v6C�0�l hermit No.: G-y/7"©0�g Description of work: Date Rec'd: %d n C • Septic review by: Date Approved: Zoning review b . Date Approved: �//0 7 Building review by: Date Approved: Grading review by Date Approved: Zoning District: 9.�' I Zoning File#: Resolution? es Reso M (Z l Reso Date: 6766 Signed: Yes No Resolution/NA Zoning: Lot Area: SF/AC Width: Structural Coverage: SF % Survey Submitted: 0 Yes XNo Date of Survey: Revised dateM: Landscape plan submitted? 0 Yes Landscaper: 0 No/ one proposed Pro osed Setbacks: Front(Lake) Rear(Street) ( N S I E W ) ( N S E W ) Other Buildings Wetland Side Side Building Height Analysis: Distance Between First Floor and defined Top of (a) urly�q �u�r� � Roof* See "buildingheight" definition): Gly aFirst Floor Elevation from building plans): (b) Highest Existing ground level (per survey) or 10' (c) above lowest ground level, whichever is lower: Difference between b and (c): (d) DEFINED HEIGHT If highest existing grade is: (e) above FFE-Height is(a)-(d) below FFE-Height is(a)+(d) Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? , Yes 0 No Permit Number: I'] _ Z� �Yes 0 No 0 N/A 0 Yes 0 0 N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % ands % and s 0 Yes No Yes 0 No 2 3 4 5 Type(s): Type(s): Updated: October 2016 v:\forms\plan review checklist 10-2016.docx Fees to be Charged YES NO Permit V_ Plan Review (� State Surcharge Investigation Fee V /1 SAC—Number of SAC Units Z— ('��' S X( Ief(er r Other(specify) Square Footage $ per Square Footage Basement X = $ 1 st Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ L 3 !, Orono Inspections Required Work Requiring Separate Permits Footing ❑ Site Plumbing ❑ Grading/ Filling ❑ Poured Wall ❑ Silt Fence/Erosion Control Mechanical ❑ Fire ❑ Foundation Survey ❑ Hardcover Removal ❑ Fireplace ❑ Water Connection ❑ Framing ❑ Other(specify) ❑ Masonry ❑ Sewer Connection ❑ Waterproofing/Drain tile ❑ Mfg. ❑ Lawn Irrigation ❑ Foundation Waterproofing ` T Other(specify) ❑ Landscaping 0 Framing ❑ Insulation rat ❑ As-Built Survey Final ❑ Lathe Required State Permits ❑ Other (specify) ❑ Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: ❑ See Builder Acknowledgement Form ❑ Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: October 2016 v:\forms\plan review checklist 10-2016.docx RECEIVED Am 0 r� ZOt 1 MINNEHAHA CREEK WATERSHED DITNo QUALITY OF WATER _ _ QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, maps, and all other supporting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant named below for use and development of land in the Minnehaha Creek Watershed District. Issued to: Orono ISD#278 Permit No: 17-283 Location: 685 & 765 Old Crystal Bay Road North Orono Purpose: Erosion Control Stormwater Management, & Wetland Protection; Maintenance Garage Date of Issuance: 08/02/2017 Date of Expiration-, 08/02/2018 By Order of the Board of Managers v Heidi Quinn Permitting Technician This permit is not transferable without District approval, and is valid to the date of expiration. No activity is authorized beyond the expiration date. If the permittee requires more time to complete the project, an application for renewal of the permit must be received by the District at least 30 days before expiration. The applicant is responsible for compliance with all District Rules and for the action of their representatives, contractors, and employees. Conditions: Project to be completed as described in plans submitted to the MCWD office on July 20th, 2017 according to the provisions of this permit. • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized • Notify MCWD in writing upon completing installation of perimeter and sedimentation controls • When the site is re-stabilized and the MCWD staff has performed a final inspection, all silt fences must be removed (Statement concerning fees for inspections, violations, etc... on following page) We collaborate with public and private partners to protect and improve land and water for current and future generations. ....................................................................................................................................................................................... ....................................................................................................................................................................................... 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Inspection/Analysis/Monitoring Fees A site inspection and monitoring by District staff will be performed where the activity involves: • a commercial/industrial/multi-family residential development • a single family residential development greater than 5 acres or of any size if within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland • dredging within the beds, banks or shores of any protected water or wetland • a violation • any project which in the judgment of the District staff should be inspected due to project location, scope, or construction techniques In these cases, the applicant shall pay to the District a fee equal to the actual costs of field inspection of the work, including investigation of the area affected by the work, analysis of the work, and any subsequent monitoring of the work, which in the case of a violation shall be at least $35. Standard Fee Schedule District professional staff $ 65.51- District 5.51*District interns $ 40.35* District clerical staff $ 46.69* Consulting Senior Engineer $ contracted rate Consulting Engineer/Technician $ contracted rate District Counsel $ contracted rate Application fee $ 10.00 Copy costs $ .25 + actual staff time Color copy costs $ 1.00 + actual staff time * Hourly We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org (i 23350 County Road 10 Corcoran,MN 55357 Ph:763-498-7844 ESE=11T CONSTRUCTION Letter of Transmittal To: City of Orono Transmittal#: 16 2750 Kelley Pkwy Date: 8/3/2017 Crystal Bay, MN 55323 Job: 6840 Orono Maintenance Garage Add. Ph:(952)249-4600 Fax: (952)249-4616 Subject: Permit Application WE ARE SENDING YOU r Attached r Under separate cover via None the following items: r Shop drawings r Prints r Plans r Samples r Copy of letter r Change order r Specifications 17 Permit Application Document Type Copies Date No. Description Permit Application self the 1 8/3/17 Civil Drawings 11X17 2 8/3/17 Architectural Drawings 11) 2 8/3/17 Civil Drawings Full Size 2 8/3/17 Architectural Drawings Ful 2 8/3/17 THESE ARE TRANSMITTED as checked below: C For approval r Approved as submitted r Resubmit_copies for approval r For your use r Approved as noted r Submit_copies for distribution r As requested r Returned for corrections r Return_corrected prints ry For review and comment r Other r FOR BIDS DUE C" PRINTS RETURNED AFTER LOAN TO US Remarks: Copy To: DECEIVED AUG 03Z01t CITY OF ORONO From: Jed Nikula(Ebert Construction Signature: If enclosures are not as noted,kindly notify us at once. Page 1 of 1 Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. RECEIVED JN Completed Application G ITY AUG 0 3 2017 ST�TL CITY OF ORONO Plan Review Fee Paid 1,46 i? El Signed Escrow Agreement & Escrow Payment JN Building Plans (to scale) x2 El Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 N1� Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this project. Signed by: OW Address: (O S,5 0 A c �A Y ZoA 0 Iy Lo q LQ k r M 11 6`5 3 5-& Permit #: Last Updated: January 2016 2012 INTERNATIONAL IBCI , I .. - ' . O D . '' e : _ - : � ✓i ' � ' - • • �,�, v I i l VwW 1�,1af" rc` r ro �M�'`.� i � r ►`.+k� a'*�,�" ��.�, a�Va .�s >.;.�' °�°� m4�a�'�=atik :r r:,,,. ,�2, i�� � •' + CORRECnON UST MAR �►�. A w rM_ AMY , MEN ��� Gapyrighi.2Gt' Interr,dton�;l C u�it�Cn�fi��:' err k „r,�7Lc'��r�L�yir�ri'in;�i'i F�ui;hihi?[`rl IAC r �= � . r th,� tr� lE'roa�K i�f I�otFm anal cr yje fC ine ' INTERNATIONAL CODE COUNCIL, INC. ►i s PHONE 1-888—ICC—SAFE • WWW.ICCSAFE.ORG Itern No 0002PRt2 CORRECTION LIST(cont'd.) No. DESCRIPTION Code Section -l Aktz(5 j§NM1W 00 7 Z, c� R i l / a P1 f'n -2- NOTES: N.R.—Not required N.A.—Not applicable ADMINISTRATION (Chapter 1) Complete construction documents Signed/sealed construction documents (107.1, 107.2) (107.1, State laws vary) BUILDING PLANNING (Chapters 3, 4, 5, S) OCCUPANCY CLASSIFICATION(302-312,508,509) _ Single Occupancy (302.1) Incidental uses (509, Table 509) Mixed Occupancy (508.1) Accessory occupancies (508.2) GENERAL BUILDING LIMITATIONS(Chapters 5&6) Address identification (501.2) Apply Case 1 to determine the allowable height and area and permitted types of construction for.a building containing a single occupancy or nonseparated mixed occupancies. Apply Case 2 to determine the allowable height and area and permitted types of construction for a building containing separated mixed occupancies. AREA MODIFICATIONS TO TABLE 503 Allowable tabular area,A,(Table 503) 1 Frontage , l0 J m 506.2 g) 1 Area Increase Factor due to frontage, 7 North East South West If(506.2) +'� l Total Frontage (F) _ It. Perimeter(P) Area Increase Factor due to automatic z Width of open space (W)_ sprinklers, 18(506.3) + Area Increase Factor due to frontage, /,= Conversion factor - 1 3Z (506.2) If = LP-0.25130 CASE 1 —SINGLE OCCUPANCY OR NONSEPARATED MIXED OCCUPANCIES(508.3) Using Table 503, identify the allowable height and area of the single occupancy or the most restrictive of the nonsepa- rated mixed occupancies. Construction types that provide an allowable tabular area equal to or greater than the adjusted building area and allowable heights (as modified by Section 504) equal to or greater than the actual building height are permitted. DETERMINE CONSTRUCTION TYPE CHECK ALLOWABLE AREA(506.4) Actual building area ��CS�`7^ ft2 Allowable area per floor(A,) - '55Adjusted building area ft2 37 X _ - —� 0 ft2 actual bullding area+conversion factor conversion factor tabular area(Table 503) //__ Actual building height 7f t stories Total floor area(all stories) 7 ft2 Allowable building height 4bD feet _stories Allowable floor area(all stories) Permitted types of construction ! �Ox = ft All a area per floor number of stories Type of construction assumed (AJ (maAmum 3) for review (602.1) Vb Compliance verified -1rV (9 7 �t -4- 1 CASE 2—SEPARATED MIXED OCCUPANCIES(508.4) Using Table 503, identify the allowable height and area of each of the separated occupancies within the building. Con- struction types that provide, for each story of the building, tabular areas (as modified by Section 506) which result in a sum of the ratios of 1.00 or less and allowable heights (as modified by Section 504) equal to or greater than the actual height of the occupancy are permitted. Actual Adjusted Actual Allowable Story Group floor area floor area* height height ft2 —ft' ft stories ft stories ft2 ft2 ft stories ft stories ft2 ft2 ft stories ft stories -_ ft2 t2 ft stories ft stories ft2 ft2 ft stories ft stories W ft2 ft stories ft .stories ft2 ft2 ftstories ft stories Area ratio(single floor)= E Adjusted floor area* _ + + + _ 51.00 Allow.tab.area, At(Table 501 — — *Adjusted boor area=acWW floor area+conversion factor CHECK ALLOWABLE AREA(506.5) Three stories or less buildings ✓ Permitted types of construction Four or more story buildings Type of construction assumed (Total area ratio:5 3) AlAr— for review (602.1) Compliance verified MEZZANINES (505) Area limitation (505.2.1) One s-(605.2.3) Egress (505.2.2) 2GS pment platforms (505.3) NLIMITED AREA BENonsprinklered,one story(507. p H occupancies (507.8) Sprinklered, one story(507.3) aft paint hangar(507.9) story(507.4) p E buildings (507.10) Reduced open space (507.5 n picture theaters (507.11) Group A�buildings (507 , 507.7) red and open mall buildingstanchor ores (507.12) SPECIAL PROVISIONS (510) Special condition applicable (510.1) Compliance verified SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY (Chapter 4) COVERED MALL AND OPEN MALL BUILDIN S (402) Opens (402.1.1, 402.1.2) Plash signs (402.6.4) Lease plan 402.3) Standpt system (402.7.1) Area/type of onstruction 02.4.1) Smoke ntrol (402.7) Fireseparatio (402. .2-402.4.2.3) Standby er and ' ergency voice/alarm Open mall cons ' n (402.4.3) (4a2.7. , 402. .4) Automatic sprink system (402.5) Fire departm n access (402.7.5) Interior finish ( 6.1) Mall width (4 .8.1) Kiosk requir en (4026.2) Occupant to d 02.8.2-402.8.2.4) Playgrou structu (402.6.3) Egress (4 2.8.3 402.8.7) Security rilles an doors,(402.8.8) -5- HIGH-RISE BUILDINGS (403) __....__. __.___ St db power (404.7) Construction (403.2) Inter r finish (404.8) Auto atic sprinkler system (403.3) Tr el ' tance (404.9) Smoke detection (403.4.1) OTHER SPECIAL USE AND OCCUPANCY _ _. ........_,_.,,,,__ Fire ala system (403.4.2) Underground structures (405) Standpi s (403.4.3) Motor-vehicle-related occupancies (406, 510) Emergen void/alarm systems (403.4.4) Group 1-2 (407) Emergen responder radio coverage (403.4.5 Group 1-3 (408) Fire comm center (403.4.6) Motion picture projection rooms (409) Smoke re val (403.4.7) _. Stages, platforms and technical produc- tion areas (410) Standby r (403.4.8) Special amusement buildings (411) Emerge y p er (403.4.9) Aircraft-related occupancies (412) Stair re oten (403.5.1) _ Combustible storage (413) Additi nal staiMv ay (403.5.2) Hazardous materials (307.1, 414) Stai ay doors (403.5.3) Groups H-1, H-2, H-3, H-4 and H-5 (415) _.._._.._.__...__...�. Sm eproof exit (403.5.4) Application of flammable finishes (416) Luminous egress path (403.5.5) Drying rooms (417) Elevators (403.6) Organic coatings (418) ATRIUMS (404) Live/work units (419) Use (404.2) Groups 1-1, R-1, R-2, R-3 (420) ... ............. . Aut matic prinkler system (404.3) Hydrogen cutoff rooms (421) _ _ Fire a r system (404.4) mbulatory health care facilities (422) _ ___ ,_.___ Smoke ntroi (404.5) form shelters (423) Enclo ure 404.6) Children's play structures (424) FIRE PROTECTION (Chapters 6, 7, 6, 9) FIRE-RESISTANCE-RATED CONSTRUCTION (Tables 601 &602 and Chapter 7) Note: Entry in ❑ indicates required rating in hours. NC FIRE-RESISTANCE RATINGS AND FIRE TESTS (703) indicates noncombustible construction required. �� Ratings/Combustibility f — _ `ri . Construction classification (602) (703.2, 703.4, 703.5) COMBUSTIBILITY (602.2, 602.3,602.4, 602.5, 603) — Alternative methods r (703.3, 719, 721, 722) Exterior walls Rated glazing (703.6) � _.. Interior elements Marking and identification (703.7) Roof -6- BUILDING ELEMENTS (Table 601) • , ❑ Atriums (707.3.8) ❑ �_ Structural frame(704) ❑ Interior bearing walls Incidental uses (707.3.7)❑ n Control areas (707.3.8) ❑ Interior nonbearing walls ❑ dCry(aCl� Alaf�U•� ❑ t Mixed occupancy and fire area sepa, Floor construction (711) tions (707.3.9, 707.3.10, 901.7) ❑ 6 Roof construction (711) ❑ Construction (707.2, 707.5-707.10) EXTERIOR WALLS (507, Table 602, 705) VERTICAL OPENINGS (712) North East South West Compliance (712.1.1 - 712.1.18) Fire SHA4S 713 separation distance ❑ ❑ � ❑ © ❑ © ❑ ® Construction (713.2'- 713.i2, 713.14) Bearing 11❑ � ❑ � ❑ © ❑� Refuse and laundry chutes (713.13) Nonbearing ❑ Elevator lobby(713.14.1) Projections (705.2) OTHER FIRE-RESISTANT CONSTRUCTION Materials/stability(705.4, 705.6) Fire walls (706) ❑ _ Opening protection (705.8.1 - 705.8.4) ❑ Fire partitions (708) ❑ Vertical fire spread protection (705.8.5, 705.8.6) ❑ Smoke barriers (709) ❑ �_ Parapets (705.11) Smoke partitions (710) FIRE BARRIERS (707) L Penetrations (714) ff❑ haft enclosures (707.3.1) V Fire-resistant joint systems (715) ❑ Interior exit stairway/ramp (707.3.2) A Opening protectives (716) ❑ Exit access stairway/ramp (707.3.5) Dampers (717) ❑ Exit passageway(707.3.4) Concealed spaces(718) ❑ Horizontal exits (707.3.5) Thermal-and sound-insulating materials (720, 807) INTERI®R FINISFi*ES (C apter 8) Smoke development Floor finish (804) (803.1.1, 803.1.2,803.9, Table 803.9) Flame spread Combustible materials (805) (803.1.1, 803.1.2,803.9, Table 803.9) Decorations and trim (806) Textile/expanded vinyl coverings Acoustical ceiling systems (808) (803.1.3, 803.1.4,803.5-803.8) -7- FIRE PROTECTION (Chapter 9) AUTOMATIC SPRINKLER SYSTEMS (903) Hose threads (903.3.6) (Where required) Sprinkler monitoring and alarms (903.4) Assembly(A-1,A-2, A-3, A-4, A-5) (903.2.1) Also see Fire Code Sprinkler Plan Review Record _ Ambulatory health care facilities (B) ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING (903,2,2) SYSTEMS (904) _ Educational(E) (903.2.3) Installation (904.3) Factory/Industrial (F-1) (903.2.4) Wet-chemical systems (904.5) High-hazard (H-1, H-2, H-3, H-4, H-5) Dry-chemical systems (904.6) (903.2.5) Foam systems (904.7) Institutional (1-1, 1-2, 1-3, 1-4) (903.2.6) Carbon dioxide systems (904.8) Mercantile(M) (903.2.7) Halon systems (904.9) Residential (R) (903.2.8) r . f J(� S s7 Clean-agent systems (904.10) Storage/Repair garage (S-1) (90319) Commercial cooking systems Parking garages (903.2.10) (903.2.11.5, 904.2.1, 904.11) Windowless story (903.2.11.1) STANDPIPE SYSTEMS (905) Rubbish and linen chutes (903.2.11.2) ........ Installation standard (905.2) _- Buildings over 55 ft. high (903.2.11.3) Building height (905.3.1) Incidental uses (Table 509) Group A (905.3.2) _ Additional required systems Covered and open malls (905.3.3) (Table 903.2.11.6) . Stages (905.3.4) International Fire Code (IFC 903.2.11.6) Underground buildings (905.3.5) AUTOMATIC SPRINKLER SYSTEMS- (903) (Design) Helistops/heliports (905.3.6) Shop drawings (107.2.2) Marinas/boatyards (905.3.7) d! NFPA 13 system (903.3.1.1) Rooftop gardens/landscaped roofs (905.3.8) . NFPA 13R system (903.3.1.2) Hose connections and locations NFPA 13D system (903.3.1.3) (905.1, 905.4, 905.5, 905.6) _ Quick-response and residential heads Cabinets (905.7) i (903.3.2) Dry standpipes (905.8) Actuation (903.3.4) I y8 Valve supervision (905.9) Water supplies (903.3.5) 2 -8- PORTABLE FIRE EXTINGUISHERS (906) Initiating devices (907.4) Required locations (906.1, 906.5, 906.6) Occupant notification (907.5) Installation standard (906.2) Installation (907.6, 907.7) Size and distribution (906.3) EMERGENCY ALARM SYSTEMS (908) Cabinets (906.8) Detection system applicable (908.1 - 908.6) Installation (906.9) FIRE ALARM AND DETECTION SYSTEMS (907) Carbon monoxide alarms (908.7) (Where required) SMOKE CONTROL SYSTEMS (909) Construction documents/shop drawings Where required (402.7.2, 404.5, 405.5, (907.1.1, 907.1.2) 408.9, 410.3.7.2, 1022.10, 1028.6.2.1) Assembly(A-1, A-2,A-3,A-4,A-5) Design requirements (909.1 -909.4) (907.2.1) Business (B) (907.2.2) Smoke barriers (909.5) Educational (E) (907.2.3) Pressurization method (909.6) Factory(F-1, F-2) (907.2.4) Airflow design method (909.7) Exhaust method (909.8) High-hazard (H-5/organic coatings/highly toxic gases/organic peroxides/ Design fire (909.9) oxidizers) (907.2.5) Institutional (I-1, I-2, I-3, I-4) (907.2.6) Equipment/Power(909.10, 909.11) Mercantile (M) (907.2.7) Detection and control (909.12-909.18) Residential (R-1, R-2, R-4) Smokeproof enclosures (909.20) (907.2.8, 9072.9, 907.2.10) Elevator hoistway pressurization (909.21) Single/multiple station smoke alarms SMOKE AND HEAT VENTS (910) (907.2.11) Requirements (910.1 -910.3) High-rise buildings (907.2.13) Atriums (907.2.14) Mechanical alternative (910.4) FIRE COMMAND CENTER (911) Other buildings/areas (907.2.12, 907.2.15-907.2.23) Requirements (911.1.1 -911.1.5) FIRE ALARM AND DETECTION SYSTEMS (907) FIRE DEPARTMENT CONNECTIONS (912) (Design) Installation (912.1 -912.5) Residential smoke alarm interconnection FIRE PUMPS (907.2.11.3) (913) Residential smoke alarm power source Requirements (913.1 -913.5) (907.2.11.4) EMERGENCY RESPONDER SAFETY FEATURES/ Fire safety functions (907.3) RADIO COVERAGE (914, 915) Requirements (914.1, 914.2, 915.1) -9- . OCCUPANT NEE (Chapters 10, 11, 12) MEANS OF EGRESS(C 10) OCCUPANT LOAD(1004.12 and Table 1004.1.2, 1004.4) CAPACITY OF EGRESS COMPONENTS Other (100&3.1, 1006-3.2) Location Floor + Sq.ft./ = Oct• occt. Total Area person load loads Egress width(inch/occupant) Stairways Other egress component Location Stairways Other egress components NUMBER OF EXITS (1021.1, 1021-2) Location Required Shown -10- MEANS OF EGRESS (continued) GENERAL MEANS OF EGRESS Design requirements (1003.2- 1003.7) Door landings/Thresholds/Arrangement Encroachment (1005.7) (1006-1.5- 1 .1.8) Means of egress illumination (1006) .NGr Door hardware (1008.1.9, loos.1.10) Exit signs (1011) Stairways (1009) Accessible means of egress (1007) Roof access (1009.16) Door sizefswing/opening force Ramps (1010) (1008.1 - 1008.1.3) Handrails (1012) Special doom/Gates/Turnstiles Guards (1013) (1008.1.4, 1008.2, 1008.3) Luminous egress path markings (1024) EXIT ACCESS Door number and arrangement Aisles (1017) (1014.2, 1015.1, 1015.2) Corridors (1018) Common path of egress travel (1014.3) Air movement in corridors (1018.5) Exit access travel distance (10 16) Egress balconies (1019) EXITS/ EXIT DISCHARGE Exits/Exit doors (1020, 1021) Horizontal exits (1025) Interior exit stairways/ramps (1022) Exterior exit ramps/stairways (1026) Exit passageways (1023) Exit discharge (1027) OTHER MEANS OF EGRESS Miscellaneous egress requirements Assembly aisles&fsal:ures (1015.3- 1015.6) (1028.6- 1028.14) Bleachers (1028.1.1) Emergency escape and rescue (1029) Assembly exits &egress (1028.2- 1028.5) ACCESSIBILITY* (Chapter 11) Scoping requirements (1103) Dwelling units and sleeping units (1107) Accessible route (1104) Special occupancies (1108) Accessible entrances (1105) Features and facilities (1109) Parking and passenger loading (1106) Signage (1110) 'Also see Accessibility Plan Review Record -11- ' e INTERIOR ENVIRONMENT (Chapter 1 ) _Ventilation (1203)" Sound transmission (1207) Temperature control (1204) Interior space dimensions (1208) Lighting (1205) Access to unoccupied spaces (1209) Yards or courts (1206) Toilet and bathroom requirements (1210,2509) *Also see Mechanical Code Plan Review Record BUILDING EL Chapters 13*, 14915) *899 Energy Conservation Code Plan Review Record EXTERIOR L a ter 14) Performance requirements (1403) Combustible material restrictions (1406) Materials (1404) EIFS (1408) Exterior wall covedngs/MCM's HPL (1409) (140, 1407) ROOF ASSEMBLIES STRUCTURES (Chapter 1 ) Weather protectlon (1503) Roof coverings (1507) Flashing (1503.2, 1507.2.9, 1507.3.9, Roof insulation (1508) 150.t.7, 1507.7.7, 1507.8.8, 1507.9.9) Rooftop structures (1509) Performance requirements (1504) Reroofing (1510) Fire classification (1505) Solar photovoltaic panelstrriodules (1511) Materials (15M) STRUCTURAL SYS (Chapters 16, 17, 18) STRUCTURAL DESIGN (Chapter 16) STRUCTURAL DESIGN CALCULATIONS Roof live loads (1603.1.2, 1607.12) Submitted for all structural members Roof snow loads (1603.1.3, 1608;Chapter 7 of ASCE 7) (106, 107.1, 107.2.1, 1604, 1605) Ground snow load, DESIGN LOADS ON CONSTRUCTION DOCUMENTS pg(1608.2;7.2 of ASCE 7) (1803) If pe>10 psf,flat-roof snow load, Uniformly distributed floor live loads pt(7.3 of ASCE 7) (1603.1.1, Table 1607.1) Ife>10 p psf,snow exposure factor, Floor Area Use Loads Shown CB(Table 7-2, 7.3.1 of ASCE 7) If p > 10 psf,snow load importance factor, el8(7.3.3, Table 1.5-2 of ASCE 7) If pg>10 psf,roof thermal factor, Ct(Table 7-3, 7.3.2 of ASCE 7) Sloped roof snow load,p8(7.4 of ASCE 7) Live load reduction Ponding instability(1608.3,7.11 of ASCE 7) (1609.1.1, 1607.10, 1607.11) -12- DESIGN LOADS(continued) Site class ASCE (1613.3.2; 11.4.2,Chapter20of Wind loads (1603.1.4, 1609;Chapters 26-31 of ASCE 7) 4 Design procedure(1609.1.1, 1609.6, Seismic design category Chapters 26-31 of ASCE 7) (1613-3.5, 11.6 of ASCE 7) Alternate all-heights method (16m.6) Basic seismic-force-resisting system Wind speed (Table 12.2-1 of ASCE 7) (1609.3;Fig.26.5.1 of ASCE 7) Response modification coefficient, R Risk category (Table 12.2-1 of ASCE 7) (Table 1604.5;Table 1.5-1 of ASCE 7) Seismic response coefficient, Surface rou hnessJExposure categories C,02.8.1.1 of ASCE 7) g (1609.4,26.7 of ASCE 7) Analysis PKX'edure (12.6 of ASCE 7) Internal pressure coefficient Design bass shear(12.8 ofASCE 7) (26.11, Table 26.11-1 of ASCE V Flood loads (1&)3.1.7, 1612) Component and cladding pressures Flood hazard area (1612.3) (Chapter 30 of ASCE 7) Documentation (1612.5) Main wind-force resisting system Ice loads(1614;Chapter 70 of 7 (27.4,276,28.4,28.6 of ASCE 7) ) Earthquake design data Compliance (1603.1.5, 1613,Chapters 11 - 13 and 15-23 of ASCE 7) Other loads Risk category Concentrated live loads (1607.4) (Table 1604.5;Table 1.5-1 of ASCE 7) Partition loads (1607.5) Seismic Importance factor, 1, Impact loads(1807.9) 01.5.1, Table 1.5-2 of ASCE 7) Misc.loads (1607.6, 1607.7, 1607.8, Mapped spectral response acceleration, 1607.13, 1607.14, 1610, 1611,2404) S.and S,(1613.3.1; 11.4.1 of ASCE 77 Structural integrity(1615) Design spectral response parameters,S. and So, (1613.3.4, 11.4.4 of ASCE 7) Design requirements (1615.1- 1615.4) SPECIAL INSPECTIONS AND TESTS (Chapter 17) Approvals/Research report(s) EIFS(1705.15) (1703, 1703-42)Report No. Statement of special inspections (1704.3) Fire-resistant penetrations and Joints (1705.16) Prelabrkreted items (1704.2.57 Smoke control (1705.17) • Steel construction (1705.2) Concrete construction (1705.3) Wind requirements (1704.3-3, 1706.10) Masonry construction (1705.4) Seismic resistance Wood construction (1705.5) (1704.3.2, 1705.11, 1705.12) Prepared fill and foundations Contractor responsibility (1704.4) (1705.6- 1705.9) Structural observations (1704.5) Sprayed fire-reslstant materials and Testing(other) (1706- 1711) datings (1705.13, 1705.14) SOILS AND FOUNDATIONS (Chapter 18) Solis investigations/Reports Load-bearing values (1603.1.6, 1806) (1&)S.1, 18032, 1803.3, 1803.6) Foundation walls, retaining walls and Soil classification (1803.5) embedded posts and poles(1807) Excavation,grading and fill (1804) Foundations (1808) Dampproofing and waterproofing (1805) Shallow foundations(1809) Deep foundations(1810) As- : STRUCTURAL MATERIALS (Chapters 19, 21, 229 23) CONCRETE (Chapter 19) Plain and reinforced concrete design/ Minimum concrete strength (Table 1904.2) construction standard specified Slab provisions(1907) (19012, 1905) Construction documents (1901.3) MASONRY (Chapter 21) Design method,construction standard Cold weather and hot weather specified (2101.2) construction specified (2104.3,2104.4) Construction documents (2101.3) Seismic design (2106) Construction materials (2103) Glass unit masonry(2110) Mortar type(2103.9) Fireplaces/Heaters/Chimneys (2101.3.1,2111,2112,2113) STEEL (Chapter 22) Structural steel design/construction Steel cable structures (2208) standard specified (2205) Steel storage racks{2209) Composite structural steel and concrete Cold-formed steel design/construction (2206) standard specified (2210) Open-web steel joist design/construction Cold-formed steel light-framed design/ standard specified (2207) construction standard specified (2211) WOOD (Chapter 23) Design method option used (2301.2) Fasteners and fastening (2303.6,2304.9, Table 2304.9.1) MATERIAL STANDARDS/CONSTRUCTION REQUIRE- Heavy timber construction (2304.10) MENTS (2303-2306) Shear wails and diaphragms (2305,2306) Lumber(2303.1.1) Wood I joists (2303.1.2) CONVENTIONAL LIGHT-FRAME CONSTRUCTION Glue-laminated timbers (2303.1.3) (2308) Limitations satisfied (2308.2) Wood structural panels (2303.1.4,2304.6,2304.7) Wind/Seismic requirements (2308.2.1, Fiber-,hard-, 8 particle-, boards 2308.2.2,2308.11,2308.12) (2303.1.5-2303.1.7) Braced walls (2308.3,2308.9-3) Decay and termite protection Foundation anchorage (2308-3.3,2308.6) (2303.1.8,2304.11) Floor joists (Tables 2308.8[1],2308.812]) Structural composite lumber(2303.1.9) Wall studs (Table 2308.9.1) Structural log members (2303.1.10) Girders Round timber poles and plies (2303.1.11) (2308.7, Tables 2308.9.5 and 2308.9.6) Fire-retardant-treated wood (2303.2) Ceiling joists Hardwood and plywood (2303.3) (Tables 2308.10.2[i],2308.10.2[2]) Trusses(2303.4) Roof rafters (Tables 2308.10.3.[1]-2308.10.3[6]) Joist hangers (2303.5) Roof uplift(2308.10.1) -14- NONSTRUCTURAL MATERIALS (Chapters 4, 259 ) GLASS AND GLAZING (Chapter 24) Sloped glazing and skylights (2405) Safety glazing (2406,2407,2408,2409) GYPSUM OAR PLASTER (Ch r 26) Gypsum board materials - Plaster(2507,2508,2510-2513) (2506, Table 2506.2, Table 2508.1) PLASTIC (Cha 26) FOAM PLASTIC INSULATION (2603) Special approval (2603.10) Labeling (26032,2603.5 6) MISCELLANEOUS PLASTICS Surface-burning characteristics (2603.3,260a&4) Interior finish and trim (2604) Thermal barrier(2603.4) Plastic veneer(26W) Exterior wails/Roofs (2603.5,2603.6) Light transmitting plastics (2606-2611) Interior finish/trim In plenums Fiber reinforced polymer(2612) (2603 7,26038) Refisdve plastic core Insulation (2613) Protection against termites(2603.9) BUILDING SERVICES* (Chapters 7, 28, 29, ) ELEVATORS AND CONVEYING SYSTEMS(Chapter 30) Construction standard specified (3001.2) Conveying systems (3005) Hotstway enclosures (3002) Machine rooms(3006) Opening protectives (3002.1.1) Fire service access elevator(3007) Emergency operations (3003) Occupant evacuation elevator(3008) Hoistway venting (3004) *Also see Electrical(Ch27), Mechanical (Ch28)and Plumbing(Ch.29) Plan Review Records SPECIAL DEVICES AND CONDITIONS (Chapters 319 32, 34) SPECIAL CONSTRUCTION (Chapter 31) Membrane structures (3102) Automatic vehicular gates (3110) Temporary structures(3103) Solar photovoltaic paneialmodulss (3111) Awnings and canopies/Marquees (3105, 3106) PEDESTRIAN WALKWAYS AND TUNNELS (3104) Sig (3107) Construction and use(3104.3,3104.4) Telecommunication and broadcast towers Separation (3104.5,3104.10) (3108) Public way(3104.6) Swimrrdng pool enclosures (3109) Egress(3104.7-3104.9) ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY(Chapter 32) Below grade (3202.1) Temporary(3202.4) Above grade (3M2.2,3202.3) EXISTING STRUCTURES (Chapter ) Building materials(3401.4) Change of occupancy(3408) Additbrrs, alterations,repairs Historic/moved buildings (34M 3410) (340-3405) Accessibility(3411) Fire escapes ( ) Compliance alternatives (3412) Glass.replacement(3407) -15- BUILDING EVALUATION SUMMARY(Table 3412. Bdating occupancy: Proposed occupancy. Year building was constructed: Number of stories: Height in feet TWw of construction: Area per floor: Percentage of open perimeter Increase: -21. Corridor wall rating: completely suppressed: Yes_ No Required door closers: Yes— No Compartmeritation: Yes— No Fire-res co rating of vertical opening enclosures: IWw of HVAC system: serving number of floors: Automatic fire detection: Yes— No Type and location: Fire alarm system: Yes— No Type: Smoke control: Yes— No Type: Adequate exit routes: Yes— No Dead ends: Yes No Maximum exit access travel distance: Elevator controls: Yes No Means of egress emergency lighting: Yes— No Mbad occupanclw. Yes No— Fire Means General pa=ers safety(FS) of egress(ME) SW*(GS) 3412.0.1 Building height 3412.6.2 Building area 3412.6.3 Compartmentation 3412.6.4 Tenant and dwelling unit separations 3412.6.5 Corridor walls 3412.6.6 Vertical openings 3412.6.7 HVAC systems 3412.6.8 Automatic fire detection 3412.6.9 Fire alarm system 3412.6.10 Smoke control 3412.6.11 Means of egress capacity 3412.6.12 Dead ends 3412.6.13 Max e)dt access travel distance 3412.6.14 Elevator control 3412.6.15 Means of agrees emergency lighting 3412.6.16 Mbod occupancies 3412.6.17 Automatic sprinklers +2= 3412.6.18 Standpow 3412.6.19 Incidental use Building score—total value No applkable value to be Inserted. BUILDING SAFETY EVALUATION SCORE(Table 3412.9) Formula Table 3412.7 Table 3412.8 Score Pass Fall FS-MFS 2:0 -- (FS) — (MFS) = ME-MME k 0 (ME) — (MME) = GS-MGS,k 0 (GS) — (MOS) = FS = Fire Safety MFS = Mandatory Fire Safety ME = Means of Egress MME = Mandatory Means of Egress GS = General Safety MGS = Mandatory General Safety APPENDICES Appendices adopted (101.2.1) Compliance verified �°moo CITY OF ORONO Street Address: Mailing Address: Telephone(952)249-4600 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 l�kFSH0 Orono,MN 55356 Crystal Bay, MN 55323 www.ci.orono.mn.us August 9, 2017 Jed Nikula Ebert Construction 23350 County Road#10 Corcoran, MN 55357 RE: Bus Garage Orono High School 685 Old Crystal Bay Road Orono We have completed a preliminary plan review for the above-captioned project and find the following items that must be addressed in writing before a permit can be issued. Provide letter of use from owner i.e. parking only, maintenance garage or repairs any other actives such as welding or fabrication. Fire suppression is required per 2015 Minnesota Building Code (2015 MBC) Chapter 1306 Subp. 2 ,}Provide details showing location and size of water supply on utility plans. XShow location of Fire Department Connection (FDC) per 2015 MBC Code Sec 903.3.6. Location must be approved by Fire Chief. rovide location of Riser Room for fire suppression. „,"rovide details for location of yard Post Indicating Valve (PIV)or wall PIV if approved by Fire Chief and structural details for securing wall valve. 7 Fire suppression system shall be required to be monitored per 2015 MBC Code Sec. 903.4. 8 rovide details of any hazardous materials and amounts to be stored inside building. "I”rovide details for Guards for mezzanine storage area. rovide details for dispersal of fire extinguishers and signage per 2015 MBC Code Sec. 906. 1X Provide details of exterior illumination of exits, interior emergency lighting and emergency power /// backup systems. Provide details of accessible bathroom, signage, clearances,fixtures, heights, dimensions and door hardware. ''• Provide details for changing room i.e. lockers, benches and accessibility. Provide details of all door hardware. ,AeProvide details for heating of building and ventilation. `16. Provide energy code compliance information. Provide details for CO and NO sensing and interlock with ventilation. Plumbing plans shall be submitted to State for plan review, possibly permit and inspections. If you have any questions please don't hesitate to call. Regards, City of Orono Roger Peitso Building Official City of Orono Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 Cc:Jed Nikula,Jed Larson,Justin McCoy via email MCES USE:Letter Reference: 170719A8 Address ID:712729 Payment ID:403264 Date of Determination:07/19/17 Determination Expiration:07/19/19 Greetingsl Please see the determination below. Project Name: Orono Public Schools ISD#278 Project Address: 685 Old Crystal Bay Road North Suite#/Campus: na City Name: Long Lake Applicant: Jed Nikula, Ebert Construction Special Notes: na Charge Calculation: Office: 446 sq.ft. @ 2400 sq.ft./SAC=0.19 Warehouse/Stock: 6001 sq.ft. @ 7000 sq.ft./SAC=0.86 Parking Garage: 12 fixture units @ 17 fixture units/SAC=0.71 Total Charge: 1.76 or 2.00 Credit Calculation: na Total Credit: ria Net SAC: 2.00 —or— u The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size,a redetermination will need to be made. If you have any questions email me at: karon.cappaert@metc.state.mn.us. Thank you, Karon Administrative Specialist Please visit our SAC website by going to: http://www.metrocouncil.org SACprogram METROPOLITAN C 0 U N C I L s �ggg Tx al f :t �1 15 10 IP P�401'100"M7 ON u w a W + J i I SPT° p' '," b p Y d Q z+ a ` '.`'° ° - `'. � a mm m V 01 -e- d��' n` e .'� ?^"P"""3 - "v`�'' ""' "a ` 443 Lafayette Road N. MINNESOTA DEPARTMENT OF (651)284-5005 St. Paul, Minnesota 55155 1-800-DIAL-DLI www.dii.mn.gov LABOR & INDUSTRY TTY: (651)297-4198 Division of Construction Codes and Licensing REPORT ON PLUMBING PLANS PROJECT: Orono School Maintenance Garage, 685 Old Crystal Bay Road,Orono,Hennepin County, Minnesota,Plan No. PLB1705-00344 OWNERSHIP: ISD 278, 685 Old Crystal Bay Road, Orono,MN 55356 SUBMITTER: American Mechanical Co Inc.,PO Box 205,Loretto,MN 55357 Plans Dated: May 25,2017; Revisions Dated: July 6,2017 Date Received: July 11, 2017,June 26,2017, May 26, 2017 Date Approved: July 11,2017 This review is limited to the provisions of the Minnesota Plumbing Code,Minnesota Rules, Chapter 4714 and assumes the data on which the design is based are correct. Approval is contingent upon meeting the requirement(s)listed below. A copy of the approved plans and this report must be retained at the project location. INSPECTIONS: The Minnesota Department of Labor and Industry(DLI)will be inspecting the plumbing for this project. Please contact Charles Olson at 651/308-0786 for all plumbing inspections. No plumbing work may be covered prior to inspection. The installer must verify that the required inspection fee has been submitted before scheduling. For additional information,visit our website at: http://www.dli.mn.gov/CCLD/Plumbinglnspect.asp REQUIREMENT(S): 1. All plumbing shall be installed in accordance with the 2015 Minnesota Plumbing Code(see Minnesota Rules, Chapter 4714). 2. The water services must be installed at least 10 feet horizontally from any sewer whenever possible(see Minnesota Rules, Chapter 4714, Sections 609.2 and 720.1)and always from any manhole,catchbasin, or other source of contamination,measured from the outer edge of the pipe to the outer edge of the contamination source(see Section 609.6.1). 3. The 4-inch building sewer and all sanitary drainage pipe within the building must be installed with a uniform slope of at least V4-inch per foot(see Minnesota Rules,Chapter 4714, Section 718.1). Where site conditions preclude this slope, a slope of/s-inch per foot minimum may be utilized if approved by the administrative authority. 4. Full-way valves must be provided at all locations described under Minnesota Rules, Chapter 4714, Section 606.2, including the following locations: a. On the discharge side of the water meter and on each unmetered water supply. b. On the cold water supply line to the water heater. 5. Equipment used for heating water or storing hot water shall be protected by approved safety devices in accordance with Minnesota Rules,Chapter 4714, Sections 504.4, 504.5,and 504.6. 6. Unions shall be installed in water supply pipes not more than 12 inches from water heating or regulating equipment,water conditioning tanks, and similar equipment requiring service by removal or replacement (see Minnesota Rules, Chapter 4714, Section 609.5). This information can be provided to you in alternative formats(Braille,large print or audio). An Equal Opportunity Employer Orono School Maintenance Garage Plumbing Plan No.PLB1705-00344 Page 2 July 11,2017 7. The lavatories must have an ASSE 1070 or CSA B125.3 mixing valve limiting the hot water temperature to 110 degrees Fahrenheit or less(see Minnesota Rules,Chapter 4714, Section 421.2). 8. Water closets must have elongated bowls with either open-front seats or automatic seat cover dispensers (see Minnesota Rules, Chapter 4714, Section 411.0). 9. A cleanout must be provided near the connection between the building drain and the building sewer(see Minnesota Rules, Chapter 4714, Section 719.1). 10. Cleanout openings may not be smaller than required in Table 707.1 (see Minnesota Rules, Chapter 4714, Section 707.10). A cleanout must be installed where there is an increase in pipe size from 2 inches to 3 inches and from 3 inches to 4 inches. 11. Each horizontal drain branch, including floor drain branches, shall be provided with a cleanout at its upper terminal(see Minnesota Rules,Chapter 4714, Section 707.4).A cleanout may be omitted if the drain branch line is less than five feet,unless the drain serves sinks or urinals. 12. Cleanouts must be provided at intervals not to exceed 100 feet for forcemain sewers(see Minnesota Rules, Chapter 4714, Section 707.11 and 719.0). 13. PVC sanitary sewers must meet one of the following ASTM Standards: D1785,D2665,D3034,F789,F794, F891,F949,or F1488 (see Minnesota Rules,Chapter 4714,Table 701.1 and Installation Standard 1). Fittings must comply with ASTM D 1866, D2665, or F794 respectively. Joints must be approved mechanical or push-on utilizing an elastomeric seal,or solvent welded using ASTM F656 purple primer and ASTM D2564 solvent cement. The installation must comply with ASTM D2321,which requires open- trench installation on a continuous granular bed. 14. PVC drain,waste,and vent systems shall comply with Minnesota Rules, Chapter 4714,Table 701.1, Section 705.7,and Installation Standard 9: a. Pipe must meet ASTM D1785,D2665,F891, or F1488. b. Fittings must comply with ASTM D2665,D1866, or D3311. c. Joints must be mechanical or push-on utilizing an elastomeric seal, or solvent welded using ASTM F656 purple primer and ASTM D2564 solvent cement. Schedule 80 pipe may be threaded. 15. Cross-link polyethylene(PEX)water service or water distribution systems must meet Minnesota Rules, Chapter 4714, Section 605.10 and Table 604.1: a. The tubing must comply with ASTM F876,ASTM F877,or CSA B137.5. AWWA C904 PEX may be used for cold water applications only(see Table 604.1). b. ASTM F876 tubing must be marked with the standard of the fittings to be utilized. c. The fittings must be marked with ASSE 1061,ASTM F877,ASTM F1807,ASTM F1960,ASTM F1961,ASTM F2080,ASTM F2159,ASTM F2735, or CSA B137.5. 16. Pipe hangers and supports shall comply with Minnesota Rules,Chapter 4714, Section 313.0,Table 313.1, and the applicable installation standard. 17. The plumbing system shall be tested in accordance with Minnesota Rules,Chapter 4714, Sections 609.4, 712.0, and 1109.0. 18. The water distribution system shall be disinfected per Minnesota Rules, Chapter 4714, Section 609.9. Orono School Maintenance Garage Plumbing Plan No. PLB 1705-00344 Page 3 July 11,2017 NOTE(S): 1. The scope of this project consists of constructing a new building.The plumbing installation includes a water heater,a floor drain,a future sink rough-in, a tank type water closet, and a lavatory. Seven 4-inch area drains and a flammable waste interceptor will also be installed. 2. The building is served by existing municipal sewer and water services. 3. The approval for the work in this project is reliant on meeting the applicable requirements in two previous correspondences dated June 20,2017 and June 27,2017. 4. The plans and specifications were prepared by a licensed plumber. Only the plumber who has prepared the plans may use the plans for construction.If another plumber is contracted to install the plumbing,they must submit their own plans and specifications for the project. Authorization for installation may be withdrawn if construction is not undertaken within one year. Additional recommendations or requirements may be made if changed conditions or additional information make improvements necessary. The current Minnesota Plumbing Code, Chapter 4714,and related information can be found at: http://www.dli.mn.gov/CCLD/Plumbing.mp Approved: achary D. Barnaal Public Health Engineer Plumbing Plan Review and Inspections Unit 651/284-5888 Zachary.Barnaal@state.mn.us cc: American Mechanical Co Inc. ISD 278 File CITY OF ORONO Street Address: Mailing Address: Telephone(952)249-4600 y� Gt 2750 Kelley Parkway P.O. Box 66 Fax (952)249-4616 I�kFSHC1 Orono,MN 55356 Crystal Bay, MN 55323 www.ci.orono.mn.us August 9, 2017 RECEIVED Jed Nikula Ebert Construction AUG 2 4 LU1/ 23350 County Road#10 Corcoran, MN 55357 CITY OF ORONO RE: Bus Garage Orono High School 685 Old Crystal Bay Road Orono We have completed a preliminary plan review for the above-captioned project and find the following items that must be addressed in writing before a permit can be issued. 1. Provide letter of use from owner i.e. parking only, maintenance garage or repairs any other actives such as welding or fabrication. LAWN MOWING EQUIPMENT AND GERAL MAINTENANCE TO INCLUDE OIL CHANGES AND l IGHT DUTY WORK NO WELDING OR FABRICATION WILL TAKE PLACE � ��2. Fire suppression is required per 2015 Minnesota Building Code (2015 MBC) Chapter 1306 Subp. 2 BY NOVA.DESIGN AND INTALL A DRY PIPE FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13(2010 EDITION)FOR THE 7,358 SF PROJECT.BUILDING HAS A 6784 SF FOOT PRINT WITHA 574 SF MEZZANINE DRY SYSTEM WILL SUPPLY SPRINKLER OVERAGE TO OCCUPIED AREAS AND THE ATTIC ABOVE. 3. Provide details showing location and size of water supply on utility plans. 8"WATER MAIN-SEE ATTACHED PLAN 4. Show location of Fire Department Connection (FDC) per 2015 MBC Code Sec 903.3.6. Location must be approved by Fire Chief. SEE AIIACHED PLAN T- 5. Provide location of Riser Room for fire suppression. SEE ATTACHED PLAN 6. Provide details for location of yard Post Indicating Valve (PIV) or wall PIV if approved by Fire Chief and structural details for securing wall valve. /s SEE ATTACHED CIVIL SITE PLAN 4� I `01 ' 7. Fire suppression system shall be required to be monitored per 2015 MBC Code Sec. 903.4. SAME SYSTEM AS I HE SCHOOL BY OWNER Provide details of any hazardous materials and amounts to be stored inside building. NONE 9.F Provide details for Guards for mezzanine storage area. NOT APPLICABLE-NO STAIRS OR ACCESS TO STORAGE AREA 10 Provide details for dispersal of fire extinguishers and signage per 2015 MBC Code Sec.906. FIRE EXTINGISHERS AT ALL DOORS LOCATED WITHIN T OF THE DOOR-FIRE EXTINGIHSERS BY OWNER SEE ATTACH D PLAN 11. Provide details of exterior illumination of exits,interior emergency lighting and emergency power backup systems. EXIT LIGHTING BY ALL DOORS WITH BACK UP LIGHTING SEE ATTACHED PLAI` 12. Provide details of accessible bathroom, signage, clearances, fixtures, heights, dimensions and door hardware. SEE ATTACHED PLAN 13. Provide details for changing roam i.e. lockers, benches and accessibility. ROOM NOT TO BE FINISHED AT THIS TIME-BY OWNER V f �l Provide details of all door hardware. HARDWARE PROVIDED BY OWNER - ALL HARDWARE TO BE LEVER LOCKS AND KEYED TO MATCH Provide details for heating of building and ventilation. 2 125,000 BTU REZNOR UNIT HEATERS.2 VENT TERMINATIONS THROUGH ROOF AND INTAKE AIR FOR HEATERS. 1 TWO STAGE VARIABLE SPEED 95%FURNACE Provide energy code compliance information. SEE ATTACHED ENERGY CODE COMPLIANCE 17: Provide details for CO and NO sensing and interlock with ventilation. l NOT APPLICABLE Plumbing plans shall be submitted to State for plan review, possibly permit and inspections. SEE ATTACHED LETTER If you have any questions please don't hesitate to call. Regards, City of Orono 4,6t�, 1 '00 Roger Peitso Building Official City of Orono Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax:952-249-4616 Cc:Jed Nikula,Jed Larson,Justin McCoy via email r NOVA FIRE PROTECTION , INC. 304 41St Street S * Fargo, ND 58103 * Ph. 701-282-0268 * F. 701-282-0702 August 22, 2017 Mr. Greg Ebert Ebert Construction 23350 County Road 10 Corcoran, MN 55357 Re: Orono Parking Storage Garage 685 Old Crystal Bay Road North Long Lake, MN 55356 Proposal Scope of Work: Design and install a Dry Pipe Fire Sprinkler System in accordance with NFPA 13 (2010 edition)for the 7,358 SF project referenced above. Building has a 6,784 SF footprint with a 574 SF mezzanine. Dry system will supply sprinkler coverage to occupied areas and the attic above. Starting point will be the water service flange (6° diameter minimum) inside the building. At this location control equipment will be furnished and installed for a single zone dry-riser with air- compressor, backflow preventer, and Fire Department Connection. Weatherproof horn/strobe device will also be furnished, but installation shall be completed by others. Design: Occupancies will be determined per NFPA 13. Price is based on an adequate city water supply to support the fire sprinkler system design specified. Sprinkler Heads: Sprinkler coverage for areas with a finished ceiling are provided by semi- recessed pendant heads fed off pipe concealed above the ceiling. Areas without a finished ceiling will be protected by upright heads fed off exposed pipe. Materials: All piping will be steel; Sch.7 type will be used for grooved applications and Sch.30 will be used for threaded applications. All materials are in accordance with NFPA 13. Drawings, Permits. &Sales Tax: Design drawings are included and will be submitted to local Authority Having Jurisdiction (AHJ) for approval prior to installation. Applicable building permits and sales tax are included. Items NOT included in this proposal but reciuired for complete operational system: 1. Fire alarm or monitoring system 2. Electrical wiring 3. Underground piping Base Bid for the scope of work above is........................................ $ 36,374.00 We appreciate the opportunity to submit this proposal and look forward to working with your company. If you have any questions feel free to give me a call 701-282-0268. Respectfully, Page 1 of 2 i r Gr Nick Evans, PE Estimator nick@novafire.com Acceptance: The above price, specifications, and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Progress payments will be paid within thirty (30) days of invoice. Accepted By: Signature: Title: Date: Page 2 of 2 COMcheck Software version 4.0.6.2 Envelope Compliance Certificate Project Information Energy Code: 90.1 (2010)Standard Project Title: Orono Parking/Maintenance Garage Location: Orono, Minnesota Climate Zone: 6a Project Type: New Construction Vertical Glazing/Wall Area: 2% Construction Site: Owner/Agent: Designer/Contractor: 685 Old Crystal Bay Road North Ebert Construction Orono, MN 55356 23350 County Road 10 Corcoran, MN 55357 763-498-7844 Building Area Floor Area 1-Parking Garage:Nonresidential 6784 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor.) Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Parking Garage] 6784 40.0 0.0 0.026 0.027 Exterior Wall 1:Wood-Framed,24"o.c.,[Bldg.Use 1 -Parking Garage] 4208 19.0 0.0 0.065 0.051 Window 1:Vinyl/Fiberglass Frame,Perf.Type:Energy code default, 70 --- — 1.250 0.350 Single Pane,Clear,SHGC 0.82,[Bldg.Use 1 -Parking Garage] Door 1:Insulated Metal,Swinging,[Bldg.Use 1 -Parking Garage] 42 — — 0.250 0.700 Door 2:Insulated Metal,Non-Swinging,[Bldg.Use 1 -Parking Garage] 1120 — — 0.120 0.500 Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical 2 ft.,[Bldg. 340 — 10.0 0.700 0.540 Use 1 -Parking Garage](b) (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Slab-On-Grade proposed and budget Ll-factors shown in table are F-factors. 'Envel•• • • better than code Envelope Compliance Statement Compliance 5tatement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 90.1 (2010)Standard requirements in COMcheck Version 4.0.6.2 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Title: Orono Parking/Maintenance Garage Report date: 08/23/17 Data filename: Untitled.cck Page 1 of 10 Name-Title (� ig ature Uate r Project Title: Orono Parking/Maintenance Garage Report date: 08/23/17 Data filename: Untitled.cck Page 2 of 10 COMcheck Software Version 4.0.6.2 Envelope Compliance Certificate Project Information Energy Code: 90.1 (2010)Standard Project Title: Orono Parking/Maintenance Garage Location: Orono, Minnesota Climate Zone: 6a Project Type: New Construction Vertical Glazing/Wall Area: 2% Construction Site: Owner/Agent: Designer/Contractor: 685 Old Crystal Bay Road North Ebert Construction Orono, MN 55356 23350 County Road 10 Corcoran, MN 55357 763-498-7844 Building Area Floor Area 1-Parking Garage: Nonresidential 6784 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Parking Garage] 6784 40.0 0.0 0.026 0.027 Exterior Wall 1:Wood-Framed,24"o.c.,[Bldg.Use 1 -Parking Garage] 4208 19.0 0.0 0.065 0.051 Window 1:Vinyl/Fiberglass Frame,Perf.Type:Energy code default, 70 — — 1.250 0.350 Single Pane,Clear,SHGC 0.82,[Bldg.Use 1 -Parking Garage] Door 1:Insulated Metal,Swinging,[Bldg.Use 1 -Parking Garage] 42 — — 0.250 0.700 Door 2:Insulated Metal,Non-Swinging,[Bldg.Use 1 -Parking Garage] 1120 — — 0.120 0.500 Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical 2 ft.,[Bldg. 340 — 10.0 0.700 0.540 Use 1 -Parking Garage](b) (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Envelope PASSES: Design 141/. better than code Envelope Compliance Statement Compliance Statement, The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 90.1 (2010)Standard requirements in COMcheck Version 4.0.6.2 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Title: Orono Parking/Maintenance Garage Report date: 08/23/17 Data filename: Untitled.cck Page 1 of 10 Name Title ig ature Date r Project Title: Orono Parking/Maintenance Garage Report date: 08/23/17 Data filename: Untitled.cck Page 2 of 10 MCES USE:Letter Reference: 170719A8 Address ID:712729 Payment ID:403264 Date of Determination:07/19/17 Determination Expiration:07/19/19 Greetings I Please see the determination below. Project Name: Orono Public Schools ISD#278 Project Address: 685 Old Crystal Bay Road North Suite#/Campus: na City Name: Long Lake Applicant: Jed Nikula, Ebert Construction Special Notes: na Charge Calculation: Office: 446 sq.ft. @ 2400 sq.ft./SAC=0.19 Warehouse/Stock: 6001 sq.ft. @ 7000 sq.ft./SAC=0.86 Parking Garage: 12 fixture units @ 17 fixture units/SAC=0.71 Total Charge: 1.76 or 2.00 Credit Calculation: na Total Credit: na Net SAC: 2.00 —or— 2 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size,a redetermination will need to be made. If you have any questions email me at: karon.cappaert@metc.state.mn.us. Thank you, Karon apaert Administrative Specialist Please visit our SAC website by going to: http://www.metrocouncil.org/SACproeram 390 Robert SLreet North I S(. I'-,ILII- MN 55101 1805 0 0 METROPOLITAN C 0 U N C I L o I iCy - Pew t ' PImy ' a � h @ _ . a �+ r sp i. MWIP `cam'. yt, t , rya, b" .' IN A; nows 3a� 3 ti?.� i fl kr. : 5„U!"x•91k'<�ri "'' h '.,�= � ¢ &jjxx WS 11 fj ` ezoo mow —WH g � � r t "MIS� � - '. � A �"pk. s _ r s ttiNSM R mss»*4 PAW 4amemm } f , r m' a” DATE TIME V CITY OF ORONO CALLED IN Ao 7 INSPECTION NOTICE SCHEDULED PERMIT NO. MP ED ADDRESS OWNER -TEL HONE NO. CONTRACTOR DESCRIPTIONa W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FI AL ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q El FINAL El WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL r ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: W C', tZ W W Z W cc J W ❑WORK SATISFACTORY:PROCEED f I PROJECT COMPLETE c RRECT WORK&PROCEED Ll ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT RRECT UNSAFE CONDITION WITHIN HOURS. C I PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR 1 CITATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. �� Z White Copyllnspectoes Filo Canary Copy/Site Notice DATE TIME v CITY OF ORONO CALLED IN INSPECTION NO TI E SCHEDULED PERMIT NO. "aQ F&V COMPLETED lxT ADDRESS g-5**'� Cr OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING C ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION 'Q FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS _ ❑ 1 ULATION ❑WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNEWCONTRACTOR TO MEET YOU:_YES_NO CR COMMENTS: W cc Q 12 W W j d WWO RKSATISFACTORY:PROCEED ❑PROJECT COMPLETE ❑ RECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Call for the next Inspection 24 hours In advance. `952) 249-4600 r on site: Inspector: White Copylinspectoes File Canary Copy/Ske Notice ATE TIME CITY OF ORONO CALLED IN INSPECTIONTI SCHEDULED - PERMIT NO. " / COMPLETED ADDRESS OWNER LTELEPJiONE NO. CONTRACTOR DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING C ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS:.5 Cilve l ��r �� 7�ener cv��I� � - 7 Q. �^�� Vis ,�a,�� ��o ��� l �� .fie Vo QC7ntti ( k �� L 2 t• l� /yl® �' Uft�' tu mf _/-0 4=® u �4 a Ly ❑WORKSATISFACTORV PROCEED ❑PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY ��EFORE ORRECINSPECTION TEMPORARY COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR 0 NATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACQES Call for the next Inspection 24 hours In advance. (952) 249-4600 r on site: Inspector. White Copyflnspector's File Canary Copy/She Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE y,D9 SCHEDULED � —�— PERMIT NO. COMPLETED ADDRESS a OWNER El EPHONE NO. CONTRACTOR 1, DESCRIPTION G � �h� iM ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑TREE REMOVAL Z Q LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION ::t;[[0:f'lNSULATION MING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNEWCONTRACTOR TO MEET YOU-_YES_NO COMMENTS: u W cc Q 12 ZtLu W j d W WO RK SATISFACTORY.PROCEED ❑PROJECT COMPLETE ❑ RRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next Inspection 24 hours In advance. (952) 249-4600 =or White CaffAnvecWs File Canary CMISite No**