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HomeMy WebLinkAbout2017-00615 - addn/remodel/repair CITY OF ORONO * 2 0 1 7 — 8 0 6 1 5 ' 2750 KELLEY PARKWAY DATE ISSUED: 08/08/2017 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 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 ADDITION/REMODEL/REPAIR PROPERTY TYPE INSTITUTIONAL-SCHOOL CONSTRUCTION TYPE ADDN/REMODEL/REPAIR ACTIVITY 437-NONRESIDENTIAL&NONHOUSEKEEPIN VALUATION $ 100,000.00 NOTE: BLEACHERS AND SIDEWALK APPLICANT PERMIT FEE SCHEDULE 1,109.92 AMERICAN LIBERTY CONSTRUCTION PLAN REVIEW 721.45 5900 MAIN STREET STATE SURCHARGE(VALUATION) 50.00 ROCKFORD,MN 55373- Payment(s) TOTAL 1,881.37 (763)477-9900 CREDIT CARD 6339 1,881.37 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 ass . all required inspections are requested in conformance with tate wilding Code.This permit may be revo d at t e for due I)k ,,-- '2�ca 4, 1� ' , InAAg�/ Ap scant Perms ee Signa Date ' Issued By ignature Date CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS �0 Mailing Address: Permit number: PO Box 66 Crystal Bay, MN 55323-006 /) Date received: 69 Street Address:' \✓ Received by: y 2750 Kelley Parkway Plan review e: �gkfsHo��` Orono, MN 55356 \ qq J Main: 952-249-4600 Total Fee: J) U / 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: EJrp C.tL. (0,0 ice. ou Will this be a Parade of omes, Remodelers Showcase Home o other Display Home? es 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 INFOWATION: Name: Aft! W_04-1 l.kWO-Al State License# Ex iration Date: Phone: (cell) (office) �qDCSO Mailing Address: (-Tt mih,I r-�, S , City: o ZIP: 55 Contact Person: O Applicant is: ��racf�r / Homeowner (circle one) Email and/or Fax: �1c a ver�'Ezh j Z PROPERTY OWN INFORMATION: Name: �� I�Qrt:A-1C. SC.- 4S Phone(day): Z- - Address: cCdA � WJFZ, � City: L' ZIP: Email and/or Fax \n�<'-­C; C. C C) 2 w�v\ . V.5 ARCHITECT/ENGINEER INFORMATION: Name: -1 V11 VIA CY-1 - , 1Lr5�� - ►'l�,s.� � _. '�►�, Phone(day): -S — 2r' , Address: 5 e Zai 1Z�'� city: � � ��� ZIP: Email and/or Fax: .? c , PROJECT INFORMATION: Description of project: 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal & Water Supply VNew Construction ❑ Single Family with ElAccessory 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 Q Retaining Wall(s) 9-Public 4-feet or greater ❑ Public Water ""Any earth movement may also require ❑ Commercial ❑ Storage MCWD review&permits. ❑ Industrial ❑Warehouse ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other:(specify) Other(specify) 15320 Minnetonka Blvd Minnetonka,MN 55345 tJ Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ � ,ocE� Last Updated: January 2016 STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) a. Length(ft.)= (((-p�% — Number of bedrooms= 2. Occupancy.- b. ccupancy:b.Width(ft.)= - Number of garage stalls: / 3. Occupant Load: / Areas in square feet Attached = ` c. Basement= Detached= 4. Type of Construction: d. 15i Story = e.2'Story= I 5. Code Edition: f. '/z Story = g. Total Area= 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 A plication Form ❑ ❑ Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/2 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 SignatureDate: Owner's Signature: Date: Last Updated: January 2016 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: �J lV t' C y Gil`�t Jia Permit No.:_`Z�/7 Description of work: Date Rec'd: 6/ 7Z1,6 Septic review by: Date Approved: Zoning review b Date Approved: / Building review by: Date Approved: Grading review by: Date Approved: w 12L Zoning District: Zoning File M Resolution? Yes Reso M Reso Date: Signed: Yes No Resolution/ NA Zoning: Lot Area: SF/AC Width: Structural Coverage: SF % Survey Submitted: 0 Yes 0 No Date of Survey: Revised dateM: Landscape plan submitted? 0 Yes Landscaper: 0 No/None proposed Proposed Setbacks: Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Building Height Analysis: Distance Between First Floor and defined Top of (a) Roof* See "building height" definition): First 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? D Yes D No Permit Number: 17 Yes 0 No XNIA E3 Ye No M 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 0 Yes No 1 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 ' Plan Review State Surcharge Investigation Fee Ll SAC— Number of SAC Units V Other(specify) Square Footage $ per Square Footage Basement X = $ 1 st Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ 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 r / n ❑ Mfg. ❑ Lawn Irrigation ❑ Foundation Waterproofing ( �i' IS� ; 10' ❑ Other(specify) ❑ Landscaping Framing ❑ Insulation T ❑ 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 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. Completed Application Plan Review Fee Paid � Signed Escrow Agreement & Escrow Payment 9 9 Y �C Building Plans (to scale) x2 Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a Elcopy 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: Address: Permit #: Last Updated., January 2016 Roger Peitso From: Nolan Jacobson <nolanj@americanliberty.biz> Sent: Friday,August 04,2017 9:53 AM To: Roger Peitso Subject: RE: Revised Bleacher Shop Drawings- Orono High School Varsity Baseball Improvements Attachments: Special Inspections Form -Signed.pdf Roger, Attached is the completed special inspections form. Please review and let me know if you have any questions. Please let me know if the permit is available and I will swing by and pick it up. Thanksl Nolan Jacobson American Liberty Construction, Inc. PO Box 547 6011 Lone Oak Road Rockford, MN 55373 (P)763-477-9900 (F)763-477-9600 From: Roger Peitso [mailto:rpeitso@ci.orono.mn.us] Sent: Monday,July 31, 2017 7:43 AM To: Nolan Jacobson Cc: Jeremy Barnhart Subject: RE: Revised Bleacher Shop Drawings - Orono High School Varsity Baseball Improvements Nolan, I still do not have the special inspections form for the Bolting,Concrete and soils. Do you need a copy of the form to fill out?Any questions please call. Roger From: Nolan Jacobson [mailto:nolani@americanliberty.biz l Sent: Friday,July 28,201712:21 PM To: Roger Peitso<rPeitso@ci.orono.mn.us> Subject: Revised Bleacher Shop Drawings-Orono High School Varsity Baseball Improvements Roger, Attached are the revised bleacher shop drawings with a fifth handicap spot. Please review and let me know if you need anything else. Please let me know when the permit is available. Thank You, 1 Nolan Jacobson American Liberty Ccnstructicn, Inc. PO Box 547 6011 Lone Oak Road Rockford, MN 55373 (P)763-477-9900 (F)763-477-9600 2 2012 INTERNATIONAL Plan Review C�,l�ft :I !. .i a a °Y -a l ' IF U- N �: '. • �� iw e, for R[MbWe • r,• (Shoot MOM �Y°IAl,'I�• I SaY.�� �'�. /7���'�r R/�' �.I����� Y.i4•�UF 3�.�. i..i4, CORRE", ON LIST e, .i DESCRIPTION - ,iii/�,�' 4�' .M JFFA [CC Copyright,2012,International Code Council,Inc.Reproduction by any means is prohibiied.ICC is 1 the trademark of International Code Council, Inc., and is registered in the U S Patent and Trademark Office.For additional forms.contact: r INTERNATIONAL CODE COUNCIL, INC. ' 1 PHONE 1-888-ICC-SAFE • WWW.ICCSAFE.ORG Item No.0002PR12 1 :K+iG 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, 5) OCCUPANCY CLASSIFICATION(302-312,508,509) X 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 fora 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 (506.2) Area Increase Factor due to frontage, North East South West If(506.2) -------- Total Frontage (F) —_`t- Perimeter :"". ft. Area Increase Factor due to automatic Width of open space (VV) sprinklers, 1, (506.3) _` Area Increase Factor due to frontage, /, Conversion factor = (506.2) 1f = P130 J o 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 _ ft2 Allowable area per floor (AJ Adjusted building area ft2 = ft2 actual building area+conversion factor conversion factor tabular area(Table 503) Actual building height feet _stories Total floor area(all stories) ft2 Allowable building height feet _stories Allowable floor area(all stories) Permitted types of construction x ft2 Allowable area per floor number of stories Type of construction assumed (AJ (ma)dmum 3) for review (602.1) verified -4- 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 Groou�p�� � floor area floor area" height height ft2 _ ft stories ft stories ft2 ft2 ft stories __ = smries - ft2 ft2 ft stories - - - .. s -rias --_- ft2 ft2 _ ft stories ft stories ft2 ft2 ft stories ft stories --^—.-- ft2 ft2 ft stories ft stories ft2 ft2 stories ft stories Area ratio(single floor)= E Adjusted floor area' _ + + + - 51.00 Allow.tab.area, Ar(Table 501 - - *Adjusted floor area=actual 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<_3) for review (602.1) Compliance verified MEZZANINES (505) Area limitation (505.2.1) Openness (505.2.3) Egress (505.2.2) Equipment platforms (505.3) UNLIMITED AREA BUILDINGS (507) Nonsprinklered, one story(507.2) Group H occupancies (507.8) Sprinklered, one story (507.3) Aircraft paint hangar(507.9) Two story(507.4) Group E buildings (507.10) Reduced open space (507.5) Motion picture theaters (507.11) Group A-3 buildings (507.6, 507.7) Covered and open mall buildingstanchor stores (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 BUILDINGS (402) Open space (402.1.1, 402.1.2) .Plastic signs (402.64) Lease plan (402.3) Standpipe system (402.7.1) Area/type of construction (402.4.1) Smoke control (402.7.2) Fire separations (402.4.2-402.42.3) Standby power and emergency voicetalarm Open mail construction (402.4.3) (402.7.3, 402.7.4) Automatic sprinkler system (402.5) Fire department access (402.7.5) Interior finish (402.6 1) Mall width (402.a 1) Kiosk requirements (402.6.2) Occupant load (402.8.2-402.8.2.4) Playground structures (402.6.3) Egress (402.8.3-402.8.7) _ Security grilles and doors -5- PORTABLE FIRE EXTINGUISHERS (906) Initiating devices (9074) 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) S _ Business (B) (907.2.2) Smoke barriers (909.5) Educational (E) (9072.3) 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, 1-4) (907.2.6) Equipment/Power(909.10, 909.11) Mercantile (M) (9072.7) Detection and control (909.12-909.18) Residential (R-1, R-2, R-4) Smokeproof enclosures (909.20) (907.2.8, 907.2.9, 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.i3) 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 (9073) RADIO COVERAGE (914, 915) Requirements (914.1, 914.2, 915.1) -9- MEANS OF EGRESS (continued) GENERAL MEANS OF EGRESS Design requirements (1003.2- 1003.7) Door landings/Thresholds/Arrangement Encroachment (10015.7) (1008.1.5- 1008.1.8) Means of egress illumination (1006) Door hardware (1008.1.9, 1008.1.10) Exit signs (1011) Stairways (1009) Accessible means of egress (1007) Roof access (1009.16) Door size/swing/opening force Ramps (1010) (1008.1 - 1008.1.3) Handrails (1012) Special doors/Gates/Turnstiles Guards (1013) (1008.1.4, 1008.2, 1008.3) `( 4A Luminous egress path markings(1024) tt/ ( d Z/ 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 (1016) Egress balconies (1019) 1kCGa4l 410 s E-U EXITS/ EXIT DISCHARGE Exits/Exit doors (1020, 1021) Horizontal exits (1025) Interior exit stairwaystramps (1022) Exterior exit ramps/stairways (1026) Exit passageways (1023) Exit discharge (1027) OTHER MEANS OF EGRESS Miscellaneous egress requirements Assembly aisles&features (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- INTERIOR ENVIRONMENT (Chapter 121, 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 ENVELOPE (Chapters 13*, 14, 15) *See Energy Conservation Code Plan Review Record EXTERIOR WALLS (Chapter 14) Performance requirements (1403) Combustible material restrictions (1406) Materials (1404) EIFS (1408) Exterior wall coverings/MCM's HPL (1409) (1405, 1407) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES (Chapter 15) Weather protection (1503) _ Roof coverings (1507) Flashing (1503.2, 1507.2.9, 1507.3.9, Roof insulation (1508) 1507.5.7, 1507.7.7, 1507.8.8, 1507.9.9) Rooftop structures (1509) Performance requirements (1504) Reroofing (1510) Fire classification (1505) Solar photovoltaic panels/modules (1511) Materials (1506) STRUCTURAL SYSTEMS (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) (1603) pg> 10 psf, flat-roof snow load, Uniformly distributed floor live loads pf(7.3 of ASCE 7) (1603.1.1, Table 1607.1) If pe> 10 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, ----- ---- 1,(7.3.3, Table 1.5-2 of ASCE 7) --- --- - — -- If pg> 10 psf, roof thermal factor, C,(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) (1603.1.1, 1607.10, 1607.11) -12- DESIGN LOADS (continued) Site class (1613.3.2; 11.4.2, Chapter20of Wind loads (1603.1.4, 1609;Chapters 26-31 of ASCE 7) ASCE 7) 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 (1609.6) Basic seismic-force-resisting system Wind speed (Table 12.2-1 of ASCE 7) Response modification coefficient, R (1609.3;Fig.26 5.1 of ASCE 7) (Table 12.2-1 of ASCE 7) Risk category (Table 1604.5; Table 1.5-1 of ASCE 1) ----- --- --- Seismic response coefficient, C,(12.8.1.1 of ASCE 7) Surface roughness/Exposure categories Analysis procedure (12.6 of 7 (1609.4,26.7 of ASCE 7) ) Internal pressure coefficient Design base shear (12.8 of ASCE 7) (26.11, Table 26.11-1 of ASCE 7) Flood loads (1603.1.7, 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 10 of ASCE 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 (16075) Seismic importance factor, 1, __- Impact loads (1607.9) (11.5.1, 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 7) Design spectral response parameters, SStructural integrity(1615)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, 1703.4.2)Report No. Statement of special inspections (1704.3) Fire-resistant penetrations and joints (1705.16) Prefabricated items (1704.2.5) Smoke control (1705.17) Steel construction (1705.2) Concrete construction (1705.3) --- Wind requirements (1704.3.3, 1705.10) 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-resistant materials and Testing (other) (1706- 1711) coatings (1705.13, 1705.14) SOILS AND FOUNDATIONS (Chapter 18) Soils investigations/Reports _ Load-bearing values (1603.1.6, 1806) (1803.1, 1803.2, 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) -13- STRUCTURAL MATERIALS (Chapters 19, 21, 229 23) CONC..FFI T (Chapter 191 Plain and reinforced concrete design/ Minimum concrete strength (Table 1904.2) construction standard specified Slab provisions (1907) (1901.2, 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- MENTS (2303-2306) Heavy timber construction (2304.10) Lumber(2303.1.1) ____ Shear walls and diaphragms (2305,2306) 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-, & 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], 2308.8[2]) Structural composite lumber (2303.1.9) Wall studs (Table 2308.9.1) Structural log members (2303.1.10) Girders Round timber poles and piles (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 23Q8.10.2[1], 2308.10.2[2]) Trusses (2303.4) — _____. Roof rafters (Tables 2308.10.3.[1]-2308.10.3(61) Joist hangers (2303.5) Roof uplift (2308.10.1) -14- Christine Mattson From: Adam Edwards Sent: Friday,July 07, 2017 10:10 AM To: Jeremy Barnhart Cc: Christine Mattson Subject: 685 old Crystal Bay Rd 2017-00615 Jeremy, I've reviewed the subject Grading plan and Stamped it Approved. Adam Adam T. Edwards, P.E. Director of Public Works/City Engineer City of Orono (952)249-4661 aedwards@ci.orono.mn.us 1 CITY OF ORONO rl Street Address: Mailing Address: Telephone(952)249-4600 2750 Kelley Parkway P.O.Box 66 I Fax (952)249-4616 tgkBSHO `c Orono,MN 55356 Crystal Bay,MN 55323 www.eLorono.mn.us July 24,2017 Howard Jacobson American Liberty Construction 5900 Main Street Rockford MN,55373 RE: Orono Varsity Baseball Bleachers 685 Old Crystal 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 Special Inspections form signed by all persons involved and doing the work. 2. Per Table 1108.2.2.1 of the 2015 Minnesota Accessibility Code five(5)wheelchair spaces are required for bleachers with occupant loads of 101-300., Please call if you have any questions. Regards, a07A, � Roger Peitso Building Official City of Orono Direct:952-249-4625 Email: rpeitso@ci.orono.mn.us Fax:952-249-4616 Cc:Via email Jay Pomeroy Anderson-Johnson Associates Inc. Roger Peitso From: Roger Peitso Sent: Monday,July 24,2017 9:52 AM To: 'Howard]@americanliberty.biz' Cc: Jeremy Barnhart, 'Jay@ajainc.net' Subject: Plan review Baseball Bleachers Attachments: Special Inspection_testing.pdf, Review LTR-685 Old Crystal Bay Rd_Bleachers_ 7-24-17.pdf Howard, Attached is a copy of my review letter for the Varsity Baseball bleachers. I have copied your architect via email and attached a copy of the special inspections form if you need one.Any questions please call. Sincerely, City of Orono Roger Peitso Building Official Phone:952-249-4600 Direct:952-249-4625 Email:.rpeitso@ci.orono.mn.us Fax:952-249-4616 5140�4� L 1 DATE WISE V CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO.9_o/ - © COMPLETED_ ADDRESS 7W OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION r10313 FOOTING [3 DEMO-FINAL ❑ SEPTIC FINAL OURED WALL [3 PLUMBING RI [IEXCAV/GRADING/FILLING ONDATION WATERPROOF [3 PLUMBING FINAL [3 TREE REMOVAL ADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑RATED WALLS ❑ INSULATION ❑WOOD BURNER/FIREPLACE ❑COMPLAINT Q [3 FINAL ❑WATER HOOK-UP [:1FOLLOW UP xj ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL $ OWNERRANTRACTOR TO MEET YOU: YES_NO COMMENTS: �SIC C> � Arar,�lj 14 412 aur ,41c{c� W W W aC WK SATISFACTORY.PROCEED ❑PROJECT COMPLETE 0 RRECT WORK A PROCEED O ISSUE CERTIFICATE OF OCCUPANCY C-03 •CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑NATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. C"for on next bmpwdm 2a in wbonm 952) 249-4600 alta; Inspector: Whits Cqqftopwhw%File Canary CoplrAm NotlMs DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE /' SCHEDULED PERMIT NO. z©�"7 ���"� COMPLETED Z� f ADDRESSloe OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION J��C�a ll ��c4c�eHf k, ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL URED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS X [3INSULATION ❑WOOD BURNER/FIREPLACE 13COMPLAINT .1 ❑ FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP W ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL .t ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OINNEMCONTRACTOR TO MEET YOU._YES_NO COMMENTS: 4 �. a: Q i n D®o,m W - a: 3 MISFACTORY:PROCEED ❑PROJECT COMPLETE WORK 3 PROCEED ❑ISSUECERTIFICATE OF OCCUPANCY WORK,CALL FOR REINSPECTION TEMPORARY OVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN NATION ISSUED 0 STOP ODER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Can for On next bm"ctlon 24 hours in adwuw& (952) 249-4600 Ownw on alta: Inspector. white CepyMspeatoft Fite Canary C*py18He Nnllos V/ DATE/ TIME CITY OF ORONO CALLED IN INSPECTION N TICE HEDULED PERMIT NO. y ✓COMPLETED '� 4 ADDRES Z�Q OWNER ' T EP ONE O. ��'�" a � CONTRACTOR r DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING vQj ❑ 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 ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL r ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: x J 0 ° 4 2 eGt G v O W Q W cc o yoV J jW WORK SATISFACTORY:PROCEED EI PROJECT COMPLETE ❑ RRECT WORK S PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. [i PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR C7 CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlC�n r on site: Inspect White Copylinspector's File Canary Copy/Site Notice DATE TIME V CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO.s 017- 06&19- COMPLETED �� 7//7 3:& ADDRESS �o�� �d A OWNER TELEPHONE NO. CONTRACTOR �'le���a� DESCRIPTION W[ �P_O.U.TING ❑ DEMO-FINAL ❑ SEPTIC FINAL RED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING NDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ 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 r ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OIMNEWCONTRACTOR TO MEET YOU:_YES—NO h COMMENTS: S l Z ` Q Itis 0 Q / l�l l s�► �72T i W 0 W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE cc W RRECT WORK&PROCEED O ISSUE CERTIFICATE OF OCCUPANCY ❑ RRECT WORK,CALL FOR REINSPECTION TEMPORARY `j BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O 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 Owner►Contra on site: Inspector. White Copynnspector's File Canary Copy/We Notice 4 L CITY OF ORONO CALLED IN DATE TIME Y INSPECTION N / �E SCHEDULED PERM NO. � /�, COMPLETED o ADDRESS OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAVIGRADING/FILLING ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION FRAMING [I MECHANICAL FINAL 13 RATED WALLS ❑ INSULATION ❑WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL [3 WATER HOOK-UP ❑ FOLLOW-UP It', ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL .1 [3 DEMO-SITE ❑ SEPTIC INSTALL Z OwNE1WCONTPACM11 TO MEET YOU:_YES_NO COMMENM 10) &2(14t c OrGe I tp �glne W IK W W W ❑WORK SATISFACTORY:PROCEED D PROJECT COMPLETE jCj' RYYORK 8 PROCEEDD EWE CERTIFICATE OF OCCUPANCY ❑ WORK,CALLFOR REINSPECTION TEMPORARY BEFORE COVERiNO PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. D PHOTO TAKEN INSPECTOR WILL RETURN D ORATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cal for the next 6upecdon 24 hours In advance. (952) 249-4600 OwimtContraon site: !#peat. WMM cWyMwpwWft IN Canary CopyMft NoWe DATE TIME CITY OF ORONO CALLED IN INSPECTION NQTICE / SCHEDULED PERM11 NO.- I —�� 'a� COMPLETED ADDRESS OWNER TELEPHON NO. CONTRACTOR DESCRIPTION 4W ❑ 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 FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: 0 �r W OC Q W W Q; d W ❑WORKSATISFACTORIr PROCEED PROJECT COMPLETE a ❑CORRECT WORK&PROCEED ❑I CERTIFICATE OF OCCUPANCY W C ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑NATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next Inspection 24 hours In advance. (952) 249-4600 OwnerlCorrtra site: Inspector: Whits Copyflnspe Ws Flls Canary Copyfslte Noun