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2017-00910 - addn/remodel/repair
CITY OF ORONO IIIHIIIIHIVIIUIF * 2750 KELLEY PARKWAY * 2 0 1 7 - 009 1 P1 DATE ISSUED: 09/06/2017 ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 795 OLD CRYSTAL BAY RD N PIN : 28-118-23-34-0003 LEGAL DESC : UNPLATTED 28 118 23 : LOT 000 BLOCK 000 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : INSTITUTIONAL-SCHOOL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 326-SCHOOLS AND OTHER EDUCATIONAL VALUATION : $ 643,000.00 NOTE: SEPARATE PERMITS REQUIRED FOR MECHANICAL,PLUMBING,ELECTRICAL(STATE) ADD MEZZANINE PAYMENT DROPPED OFF.9-6-17 PERMIT NOT PRINTED AND ISSUED-JOE WILL PICK PERMIT /045- 6Z C'r/syl,t-C -, 4e. dY APPLICANT PERMIT FEE SCHEDULE 4,380.67 GORDON JAMES CONSTRUCTION PLAN REVIEW 2,847.44 5159 MAIN STREET E STATE SURCHARGE(VALUATION) 321.50 P.O.BOX 306 S.A.C. 27,335.00 MAPLE PLAIN,MN 55359- TOTAL 34,884.61 (763)479-3117 Payment(s) Minnesota State License#:BUIL-20531961 CHECK 34,884.61 OWNER 278,ORONO SCHOOL DIST NO. 795 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 . formance wi the State Building Code.This permit may be revoke. . an tim for.u> - se. // / 0q 0//9 gt- ( 9/ & , /7 A t licant Permitee Si yA e Date Issued By S' ature Date • CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS O A, Mailing Address: Permit number: �Q�7—� q�� vO PO Box 66 RECEIVED Crystal Bay, MN 55323-0066 Date received: 2'-D�3—/7 AUG 0 3 ZQ'7 Street Address:' Received by: .S C� 2750 Kelley Parkway Plan revie fee: / 7 00 �'j `q,�FSHO�h Orono, MN 55356 CITY OF ORONOsain: 952-249-4600 Total Fee. 3 if Fi,3 (1` � 1 Fax: 952-249-4616 www.ci.orono.mn.us l 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: 1025 OLD CRYSTAL BAY ROAD, LONG LAKE, MN 55356 Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑x 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: GORDON JAMES State License# BC531961 Expiration Date: Phone: (cell) (office) (763)479-3117 Mailing Address: 5159 MAIN STREET E#200 City: MAPLE PLAIN ZIP: 55359 Contact Person: JOE MCPHERSON Applicant is: ontractor Homeowner (Circle One) Email and/or Fax: JOE@GORDON-JAMES.COM PROPERTY OWNER INFORMATION: Name: ORONO ICE ARENA INC. (CONTACT: DICK LEWIS) Phone (day): (763) 257-7457 Address: 1025 OLD CRYSTAL BAY ROAD City: LONG LAKE ZIP: 55356 Email and/or Fax ARCHITECT/ENGINEER INFORMATION: Name: TOM MOORSE, HTG ARCHITECTS Phone (day): (952) 278-8880 Address: 9300 HENNEPIN TOWN ROAD City: EDEN PRAIRIE ZIP: 55437 Email and/or Fax: CONTACT JEFF ELLINGSON:JELLINGSON@HTG-ARCHITECTS.COM PROJECT INFORMATION: Description of project: 1.Type of Project 2. Proposed Use 3.Structure Type 4. Sewage Disposal & Water Supply ❑ New Construction 0 Single Family with ❑Accessory Bldg./Garage ❑x Addition attached garage ❑ Deck ❑x Public Sewer ❑Accessory Building ❑ Single Family with ❑ Office/Commercial ❑ Relocation detached garage ❑ Residence s eci ❑ Private Sewer ❑ Other: (specify) 0 Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater ❑x Public Water **Any earth movement may also require ❑x Commercial 0 Storage MCWD review&permits. ❑ Industrial ❑Warehouse ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) ❑X Other(specify) 15320 Minnetonka Blvd MEZZANINE ADDITION Minnetonka, MN 55345 & LOCKER ROOM Phone: 952-471-0590 Fax: 952-471-0682 ADDITIONS www.minnehahacreek.orq Estimated Construction Valuation (excluding land) $ TBD 0 5-7 atitL , l�l -- 0° 0 Last Updated: January 2016 &1/73)erg© STRUCTURE INFORMATION: 1.Structure Dimensions OF MEZZ 1.Structure Dimensions(continued) a. Length(ft.)= 212 FEET Number of bedrooms= N/A 2. Occupancy: Existing and new A-4 b.Width(ft.)= 18 FEET Number of garage stalls: 1186 TOTAL 3. Occupant Load: (INCLUDING EXISTING) Areas in square feet OF SCOPE Attached= N/A c. Basement= N/A Detached= N/A 4. Type of Construction: II B d. 1•t Story = 6,610 SF(existing) e.2nd Story= MEZZ=3,730 SF 5. Code Edition: MBC 2015 f. %Story = N/A g.Total Area= 10,340 SF 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 ❑ 0 Completed Application Form ® 0 Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8 1/2 x 11 set ❑ 0 Minnesota State Energy Code Calculations and Mechanical Code Requirements ❑ IX Survey—2 full size,to scale(meeting ALL survey requirements) ❑ IX 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 ❑ Illl Stormwater Pollution Prevention Plan(SWPPP) ❑ IX 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 Oicupancy may be issued upon receipt of a$10,000 escrow to ensure completion of the as-built survey and all site Improvernents. Applicant's Signature: ✓J/lY� Date: 8/03/2017 Owner's Signature: Date: Last Updated: January 2016 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. TRM Completed Application N/A Plan Review Fee Paid N/A Signed Escrow Agreement & Escrow Payment TRM Building Plans (to scale) x2 N/A Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 -->NO CHANGES ARE BEING MADE TO SITE N/A Hardcover Calculations (if applicable) -->NO CHANGES ARE BEING MADE TO EXISTING HARDCOVER I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating N/A the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this project. -->NO GRADING OR EXCAVATING IN THIS PROJECT Signed by: 8/03/2017 Address: 1025 OLD CRYSTAL BAY ROAD, LONG LAKE, MN 55356 Permit #: Last Updated: January 2016 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: w` Cr "fit .0 4' Permit No.: n9/7"-.190WO O Description of work: 4c /Ie,- Z.f47/? +Q Date Rec'd: g/07 Septic review by: L 3 UCP !C t1 74/� Date Approved: Zoning review by: Date Approved: __ , _ A ��Building review by: e. ,e,>‘ Date Approved: / .� /7 Grading review by: Date Approved: Zoning District: Zoning File#: Reso#: Reso Date: Zoning: Lot Area: SF/AC Width: Lot Coverage: SF % Survey Submitted: 0 Yes 0 No Date of Survey: Revised date(?): Landscape plan submitted? 0 Yes 0 No Landscaper: Proposed Setbacks: Front (Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Contour) Perimeter(linear feet) = 50% = L.F. below grade Basement? 0 Yes 0 No, Stories FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest proposed Slab at or above grade— START WITH floor(of the basement or crawl space)and measure from highest existing the highest point of the roof. START WITH grade to the highest point of the roof even if fill was brought in to elevate home. If you have a... SUBTRACTION • GABLE OR HIPPED ROOF(no Slab below grade—measure (BASED ON windows): Subtract half the distance from highest existing grade to the ROOF TYPE) between the highest point of the roof highest point of the roof. to the low point of the corresponding If you have a... gable or hipped roof SUBTRACTION • GABLE OR HIPPED ROOF • GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half windows): Subtract half the distance ROOF TYPE) the distance between the between the top of the highest highest point of the roof to the low pointthe window and the highest point of the of roof corresponding gable or hipped roof • ALL OTHER ROOF TYPES(flat, • GABLE OR HIPPED ROOF mansard,etc):No subtraction. (with windows): Subtract SUBTRACTION Subtract the distance between the half the distance between (BASED ON basement/crawl space floor and the the top of the highest EXISTING highest existing grade adjacent to the window and the highest GRADES) foundation OR 10 feet(whichever is less). point of the roof • ALL OTHER ROOF TYPES (flat,mansard,etc):No EQUALS Defined building height subtraction. Defined building height EQUALS Updated: October 2015 z:\forms\plan review checklist 10-2015.docx • Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? ❑ Yes ❑ No Permit Number: 0 Yes 0 No 0 N/A 0 Yes No 0 0 N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) (% and sf) ❑ Yes ❑ No ❑ Yes D No 1 2 3 4 5 Type(s): Type(s): Fees to be Charged YES NO Permit Plan Review [/ State Surcharge Investigation Fee ‘/l SAC—Number of SAC Units //- attrff Other(specify) Square Footage $ per Square Footage Basement X = $ 1St Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ Orono Inspections Required Work Requiring Separate Permits ❑ Footing 0 Site Plumbing 0 Grading/Filling O Poured Wall 0 Silt Fence/Erosion Control Mechanical 0 Fire D Foundation Survey 0 Hardcover Removal 0 Septic 0 Water Connection ❑ Foundation Waterproofing 0 Other(specify) 0 Fireplace 0 Sewer Connection XFraming 0 Masonry 0 Lawn Irrigation ❑ Insulation 0 Mfg. 0 Landscaping D As-Built Survey 0 Other(specify) Final ❑ Lathe Required State Permits ❑ Other(specify) 0 Well /Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: O See Builder Acknowledgement Form D Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: October 2015 7\fnrmc\nlan roviovi rharklict 1f1-9MF rimy 4o.Ato CITY OF ORONO .1 Street Address: Mailing Address: Telephone(952)249-4600 �'� 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 t•!/CBSHOv-S Orono,MN 55356 Crystal Bay,MN 55323 '' www.cl.orono.mn.us August 16,2017 Joe McPherson5StIiill 323 Gordon James 5159 Main Street East#200 Maple Plain, MN 55359 RE: Orono Ice Arena 1025 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 details for accessible showers i.e.seat,controls, hand held,clearances and dimensions. 2. Provide anchoring detail for posts for guards with engineering. 3. Provide detail of anchoring of walls for Warm Viewing area and ceiling connection. 4. Provide information for heating and ventilation of Warm Viewing area. 5. Provide special inspections form signed by all parties and persons doing the work. 6. Provide locations of fire extinguishers. 7. Provide locations of fire alarm detection devices. 8. Provide details for emergency lighting,emergency power backup and exit signage. 9. Provide specifications for door hardware. 10. Provide details in regards to accessible lockers and locker rooms. 11. Provide accessible signage detail for bathrooms. 12. Provide details for accessibility of controls for elevator. 13. Provide SAC determination letter from Metropolitan Council. 14. Provide results of stress testing of concrete cylinders pulled for structural pads from permit 2017-00725. Please call if you have any questions. Regards, Roger Peitso Building Official City of Orono Direct:952-249-4625 Email:rpeitso@ci.orono.mn.us Fax:952-249-4616 Cc:Via email Joe McPherson Gordon James Jeff Ellingson HTG Architects August 21st,2017 architects Roger Peitso Building Official 2750 Kelley Parkway Orono,MN 55356 RE: Orono Ice Arena u RutiO CUPS 1025 Old Crystal Road Orono,MN Dear Mr.Peitso, See below for Responses to the plan review comments that we received and dated August 16th for the Full Building Permit Set drawings that were submitted to the City of Orono. 1. Provide details for accessible showers i.e.seat,control,hand held,clearances and dimensions. Response: See drawings 1/A7.1,3/A7.1,5/A7.1,and 10/A7.1 for information regarding accessible showers. 2. Provide anchoring details for posts for guards with engineering. Response: Noted.Will provide the city with shop drawings upon receipt. 3. Provide detail of anchoring of walls for Warm Viewing area and ceiling connection. Response: Noted.See drawings,1/A5.1,12/A6.1,and 13/A6.1. 4! Provide information for heating and ventilation of Warm Viewing area. Response: Noted.By MEP Contractor in future submittal to the city. 5. Provide special instructions form singed by all parties and persons doing the work. Response: Noted.Contractor will drop off when picking up permit. Provide locations of fire extinguishers. Response: Noted.See drawings 2/TS and 3/TS. 7. Provide locations of fire alarm detection devices. Response: Noted.By MEP Contractor in future submittal. 8. Provide details for emergency lighting,emergency power backup and exit signage. Response: Noted.By MEP Contractor in future submittal. Provide specifications for door hardware. Response: Noted.See sheet A2.1 for Door Hardware Groups. 2( Provide details in regards to accessible lockers and locker rooms. Response: Noted.See drawings 1/A2.1 and 8/A7.1 for information regarding accessible locker rooms. JO& Provide accessible signage detail for bathrooms. Response: Noted.See drawing 11/A7.1 12. Provide details for accessibility of controls for elevator. Response: Noted.Will provide city with shop drawings upon receipt. y. Provide SAC determination letter from Metropolitan Council. / Response: Noted.Will forward to city upon receipt. yl� Provide results of stress testing of concrete cylinders pulled for structural pads from permit 2017-00725. / Response: See attached. Sincerely, �J Tom Moorse RECEIVED Partner HTG Architects AUG 21 2017 9300 Hennepin Town Road Minneapolis,MN 55347 CITY OF ORONO CC:Via email Joe McPherson Gordon James HTG htg-architects.com 9300 Hennepin Town Road, Minneapolis, MN 55347 952.278.8880 Minneapolis I Bismarck I Tampa Serve I Listen I Learn I Energize I Invest MCES USE: Letter Reference: 170822C1 Address ID: 17192 Payment ID:403838 Date of Determination:08/22/17 Determination Expiration:08/22/19 Greetings! Please see the determination below. Project Name: Orono Hockey Association Project Address: 1025 Old Crystal Bay Road Suite#/Campus: na rth City Name: Orono V jJjJ CUD Applicant: Jeff Ellingson, HTG Architects Special Notes: na Charge Calculation: Fixture Units: 67 fixture units @ 17 fixture units/SAC= 3.94 Showers: 1 shower(s) @ 1 shower/SAC= 1.00 Lockers: 119 lockers @ 14 lockers/SAC= 8.50 Total Charge: 13.44 Credit Calculation: Orono Ice Area (SAC 12/96) Fixture Units: 36 fixture units @ 17 fixture units/SAC= 2.12 Total Credit: 2.12 Net SAC: 11.32 —or— 11 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: cors.mccullough@metc.state.mn.us Thank you, Cory McCullough SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram - -/7 "YS ei (,e52.44,1 ).,( 4-& /y /i 7 390 Robert Street North St. Pa,I. Phone 6‘)1 602 1000 ( Fax ht-)1.F:,r1; e • MIN 11411212ULE .PO • LL T 15 OIA:M......._...m..t:0 °Me"NO"M° II mss arwrnoaa au... ...um.Lorin caw.a aeomownrm. .c a .wN.rwrer pwwanisr�ia • ft ! wPON31.rere roar • mowIwowas•lir m.... MON ME mawan architects ROOM.PON*NNW. 1=1=2=1 O 9's i6 O' FLOOR.LAN KEYS,NOR. .3•333 rpm... 13388.101.• c-..:• .M_�Mt.�1 1 !•te • a w Or 'r st Cc°.r.nnonwnw.wwwmom.wooerM. o:.:1-: r �:�MF7� www.htg-archltects.com f:13:--= ':'�-::M�MMC��-:� .-- P.35.93 94141117511.1 M Minneapolis Tampa Bismarck o.'--]s>_t:•1•©t.7 -�� rI NmnVl:Rr I nr!"T N..I n.o 1"R..MN' LI. 9100 Hennepin Town Road C.,---a-T. G:MMIML_:�MMG�MMr1 Mlnneapdi;MN 55397 Cl'•— 1. 1F-�©Ot:••=� x nor Tel:952.27811880 11E11=-J1,- „�„fir_” f Nr Fax 952.2)&8833 yer.� N� .l w r N Mr i NUNS TIMID POOR T M. r�9.1,1 MID {{ n Of PROJECT t171 tart t ri $ 1111 4.3. 130 PI Ird MN _ 43) -10 MI TO PI dr trr 11 al ORONO ICE t 7'7= 17: 1 N 1 : 1 1 : 1 I ARENA JL N D MF77ANINEADDITION/ REMODEL 1025 Oki Crystal Bay Rd Qp O Long Lake,MN 55356 III I 0-1" —fS,I i 651k RECORD --- I) 4. se Sri=_4I rlR.weNNw4.3 � �o�0 0 o � � . _ I 0 rya:-.. •wme. -c LI 7 rs Q wv te--'—M84�k _w_e_ _ ' t .o 1:./ . r r 1--- . nos 3,33/17 No. Date t. I j. . .�el� _ _ i ®I1�° _ I 111)160c' , o — �- v i l i i �, o y• 1 ' ce' II 1 v M3 33 N k! — ✓_ IOW1111 .�n. ■i - I o----- --------- 11�unu111�nu�n. I ,..•?, ■■■.�-- -- ----- --- ---- FIRST FLOOR PLAN -17: I. — I. ,t..--- „... j — i V b (b b Dawn 7 ONE Checked INJ133 AM MOOR PLAN A2.t1r 2012 INTERNATIONAL , °RUN°Pimp ; • ley# 7 IBC BUILDING CODE.. Date: :. Pee.. JURISDICTION: . -; (City; Corte?bwnshl ,eta)` AI BUILDING LOCATION' DOMINION: • • .: ` •A'-'''''' `'''•!--z''' `♦ •A. + .Ow; 4'1,0... r"t r is a • / t•-: • .p ►•" v',',1".41 Kef .,K '' t+ t o '' Y r ''? 3 s 4 J�„`S .1".••o,ky..l,ah '141.. '''*n;,. (�. ;41.4r164,./.M. w{4 + yAyt », y+. 4 ,.,t7 �� -.S''.4.1 .� _.t y ' 47t; r .",t1. ..e • •i( L - �4 +•�e . rJG � + !'. � 3F5 • ..e 71w +'y.+ y .i � 4es 1.-'------1.'0,i. • it+k, 64i tW '40*3410R1 ti.&+w46zC.aAel.' r 4r."u44, aau ,+a 4', q,p't ✓" i A.',,,1k a tit R� -+t+t`% s • , w, L� • �►f* ' f�sta�ls'' �r'�4*tzaaS^4 wFA fi, x rte* xs',�c. ,o4, ,o,rt.t,r: t+>;--�, - ..' 1Ab..7rF +'i• k+f .ri ". Ago:+ ° ay s iir .steggc w• -:-,,,,,,......4 .. . , '.+. • 'w'•;,r ,;�; cs-r. =..a. .w, •1 4 ""','+ ?+'1.i ��-,-�r `a iit4 + ,, 'z',,. ', t CORRECTION LIST Cods i `` No. DESCRIPTION Section i £/ /4 cc, f i b(e, ,moi Q w Gly C/..2. 7L(. _! ` s e i 7' GLQ p! `--i-d i hapt, 4 '!i! � iii1 A iicAm � d- ' . -f-c, yl -160, e , - • V- e (�I. 14,-)t� r n • �act" �Vt/ "livis /el W/014 V` {Wt./iv CF G..ei(i 4 .,,,,r n , 41 6 feiv 141-1 4 _-cc,ce( trre 01--RD - SS 1� y ci �i� 'a 1`t war '.e vt, , // f` , f i o ay i // ; I - ej le/ l a lm Ga f o e -�d ce /a v co • eec, -/ ' V ( / ciit'aqvc Cd - .r C h 4 iL' i cvh C ell t !s /s !firmrev , +.G i , i<:�/ —rd, 0 c l 5e /�� e� MI h / mil 17/`C U( I d �G�s S/ I • c I .r ai a� Copyright.2012,International Code Council,Inc.Reproduction by any means is prohihited.ICC is ISBN 978-1-60983-257-5 Bina, the trademark of International Code Council, Inc.. and is registered in the U S Patent and pitiligifil M:' Trademark Office.Far addificnal forms,contact:��"�� INTERNATINTERNATIONALTONAL CODE COUNCIL, INC. 916 CODECOUNCIC PHONE 1-888-ICC-SAFE • WWW.ICCSAFE.ORG Item No.0002PR12 38740-T018323 1/12 -1- e CORRECTION LIST(contd.) No. DESCRIPTION Code Section / J 4 G o c.cit r/2r t VN GG- (^ 4,7fee -'r® ovt �.� Prov-ii resfr/71-S ®-2 6. 4e_s� 1-ef 6;1j c gaAreC4Ielf 141A- CiY h dedY vfad l/�e -eerag ir' -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, 6) OCCUPANCY CLASSIFICATION (302-312,508,509) Single Occupancy (302.1) Incidental uses (509, Table 509) XMixed 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 t �.y�Allowable tabular area,A,(Table 503) 1Frontage t?` 60 � (506.2) �t7 North East SSuth est Area Increase Factor due to frontage, Ir(506.2) + ' Total Frontage (F) _, _ `t. Perimeter(P) ft. Area Increase Factor due to automatic Width of open space (W)= sprinklers, I (506.3) • Area Increase Factor due to frontage, 4= _ Conversion factor = .?. Z,S— (506.2) If = [p-0 .25]30 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 if ft2 Allowable area per floor(Ar /� Adjusted building area ft2 g5 X 7 IC = �S $ct5ft2 actual building area+conversion factor conversion factor tabular area(Table 503) Actual building height 3 1•F feet / stories Total floor area(all stories) 3-7) ii-44-0 ft2 Allowable building height 56" feet 2— stories Allowable floor area(all stories) '70; 5 Permitted types of construction s, 4) j�";9'' 1 Alloy/ab�Z areaper floor x numberones `0 ✓�Vft /e9 Type of construction assumed _ (AJ (maximum 3) for review (602.1) Compliance verified {,5 -4- • CORRECTION LIST(cont'd.) No. DESCRIPTION Code Section -3- 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 f;2 stories ft stories ft2 )t;2 -_ ft stories ft stories ft2 ft2 ft stories ft stories -- 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, At(Table 503) 'Adjusted floor area=actual floor area+conversion tactor 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) ®,// Qr - Area limitation (505.2.1) T2/K-. Openness (505.2.3) air Egress (505.2.2) NSA Equipment platforms (505.3) \ LIMITED AREA BUILDINGS (507 Nonsprinklered,bne story 07.2) Grou H occ a andes (507.8) Sprinklered, one s', y ( 07.3) Aircraft i=i, hangar(507.9) Two story(507.4) Group • ildings (507.10) Reduced open sp, .: (-•7.5) Mot'• picture theaters (507.11) Group A-3 buildin•< (507.., 07.7) Co ered and open mall buildings/anchor -toren (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 (462) Open sp (402. ,402.1.2) Plastic signs\�(402.6.�4) Lease plan 402.,8Standpipe syn em 02.7.1) Area/type of co traction (402.4.1) Smoke control 462.7.2) Fire separation (402.4.2-402.4.2.3) Standby power , • emergency voice/alarm Open mall co// t ction (402.4.3) (402.7.3, • •'.7.4) Automatic spfinkl system (402.5) Fire depart ,ent ocess (402.7.5) Interior finis (402. .1 j Mali width (40?$ ) Kiosk requi ements 2.6.2) Occu.- , load ( •✓..2-402.82.4) Playground structures 402.6.3) Egres (402.8.3-402.8.7) Security grilles and doors (402.8.8) -5- HIGH-RISE BUILDINGS (403) Standby power(404.7) Con:truction (403.2) Interir fis' (404.8) Auto atic sprinkler system (403.3) Tray- ,.istance (404.9) Smo e detection (403.4.1) OTHER SPECIAL USE,AND OCCUPANCY Fire :larm system (403.4.2) Und=rgro nd structures (405) Stand,'ipes (403.4.3) Motor vehi -related occupancies (40: 510) Emerg=ncy voice/alarm systems (403.4.4) Group 2 (407) Emerge cy responder radio coverage (403. 5) Group I-t (408) Fire corn :nd center(403.4.6) Motion p ture projection/rooms (409) Smoke re oval (403.4.7) Stages,p atforms and technical produc- tion areas (410) Standby power(403.4.8) / Special a usement,buildings (411) E iergency • er(403.4.9) i T Aircraft-relY ed occupancies (412) Stair remote ess (403.5.1) Combustibl= storage (413) Additional st='nnray (403.5.2) Hazardous erials (307.1, 414) Stairway doo (403.5.3) Groups H-1, -2, H-3, H-4 and H-5 (415). Smokeproof e t (403.5.4) Application •f lammable finishes (416) Luminous egre-- path (403.5.5) Drying roo s 417) Elevators (403.6) Organic c atin_s (418) ATRIUMS (404) Live/wo unit- (419) Use (404. ) Groups/I-1, R- , R-2, R-3 (420) tom- is sprinkler system (404.3) Hydrogen cuto• rooms (421) Fire .larm system (404.4) Ambulatory he: h care facilities (422) S oke «•ntrol (404.5) Storm shelters 23) Enclosure (404.6) Children's play ructures (424) FIRE PROTECTION (Chapters 6, 7, 8, 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 Construction classification (602) (703.2, 703.4, 703.5) COMBUSTIBILITY(602.2,602.3,602.4,602.5, 603) Alternative methods (703.3, 719, 721, 722) Exterior walls V Rated glazing (703.6) Interior elements Marking and identification (703.7) Roof -6- 'BUILDING ELEMENTS(Table 601) Atriums (707.3.6) Structural frame(704) ® ® Vincidental uses (707.3.7) Interior bearing walls ❑ N'M Control areas (707.3.8) Interior nonbearing walls ❑ AO— Mixed occupancy and fire area separa- El Floor construction (711) tions (707.3.9, 707.3.10, 901.7) .Q] Roof construction (711) ElJr/`A' 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 SHAFTS separation 61 13) distance I 610 b12_ k V rift Gvr l e`' "Construction (713.2-713.12, 713.14) Bearing ® 0 El lel [} H/A-- Refuse and laundry chutes (713.13) Nonbearing © z I b eI'e 1Elevator lobby(713.14.1) e) Projections (705.2) OTHER FIRE-RESISTANT CONSTRUCTION ^/ Materials/stability(705.4, 705.6) E )< Fire walls (706) U Opening protection(705.8.1 - 705.8.4) x _ Fire partitions (708) 0 Vertical fire spread protection (t) Smoke barriers (705.8.5, 705.8.6) (709) 61 /0 Parapets (705.11) Smoke partitions (710) FIRE B/ARRIERS (707) Penetrations (714) ® L Shaft enclosures (707.3.1) Fire-resistant joint systems (715) C9C Interior exit stairway/ramp (707.3.2) 7<- Opening protectives (716) ❑ h(/TT Exit access stairway/ramp (707.3.5) Dampers (717) Exit passageway(707.3.4) Concealed spaces(718) riH / P- Horizontal exits (707.3.5) >< Thermal-and sound-insulating materials (720, 807) INTERIOR FINISHES (Chapter 8) Smoke development Floor finish (804) (803.1.1, 803.1.2,803.9, Table 803.9) Combustible materials (805) Flame spread (803.1.1, 803.1.2,803.9, Table 803.9) Decorations and trim (808) Textile/expanded vinyl coverings Acoustical ceiling systems (808) (803.1.3, 803.1.4,803.5-803.8) -7- S=ERE PROTECTION (Chapter ) AUTOMATIC SPRINKLER SYSTEMS (903) Hose threads (903.3.6) (Where required) Sprinkler monitoring and alarms (903.4) !' *-c,./ 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) Clean-agent systems (904.10) Storage/Repair garage(S-1) (903.2.9) Commercial cooking systems Parking garages (903.2.10) (903.2.11.5, 904.2.1, 904.11) Windowless story (903.2.11.1) STANDPIP= SYSTEMS (905) Rubbish and linen chutes (903.2.11.2) __ Installation standard (905.2) Buildings over 55 ft. high (903.2.11.3) X. Building height (905.3.1) t/ Incidental uses (Table 509) 'V 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) 13 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) (903.3.2) Dry standpipes (905.8) Actuation (903.3.4) Valve supervision (905.9) Water supplies (903.3.5) -8- PORTABLE FIRE EXTINGUISHERS (906) d_____r�r n i,e ec �/ Initiating devir�s (817.4) Required locations (906.1, 906.5, 906.6)-C� _ Occupant notification (907.5) 7 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 1 vo Carbon monoxide alarms (908.7) (Where required) ( ) SMOKE CONTROL SYSTEMS (909) Construction documents/shop drawings 4/A- Where required (40277A-404:5,4~, c ( 7.1.1, 907.1.2) • , , ,.i „ 1428:8:2:7) e..5 `-A bly(A-1,A-2,A-3, A-4,A-5) /I' 4_ Design requirements (909.1 -909.4) (907.2.1) Smoke barriers (909.5) Business (B) (907.2.2) Pressurization method (909.6) Educational(E) (907.2.3) Factory(F-1, F-2) (907.2.4) High-hazard (H-5/organic coatings/highly 11 Airflow design method (909.7) Exhaust method (909.8) toxic gases/organic peroxides/ Design fire (909.9) oxidizers) (907.2.5) Equipment/Power(909.10, 909.11) Institutional (1-1, 1-2, 1-3, I-4) (907.2.6) Detection and control (909.12-909.18) Mercantile (M) (907.2.7) Smokeproof enclosures (909.20) Residential (R-1, R-2, R-4) 99�� (907.2.8, 907.2.9, 907.2.10) /Y 4Elevator 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) Mechanical alternative (910.4) Atriums (907.2.14) 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) FIR- DEPARTMENT CONNECTIONS (912) (Design) Installation (912.1-912.5) Residential smoke alarm interconnection (907.2.11.3) FIRE •UMPS(913) Residential smoke alarm power source Requirements (913.1 -913.5) (907.2.11.4) EME' ENCY RESPONDER SAFETY FEATURES/ Fire safety functions (907.3) RADII) COVERAGE (914, 915) Requirements (914.1, 914.2, 915.1) -9- OCCUPANT NEEDS (Chapters 10, 11, 12) MEANS OF EGRESS (Chapter 10) . OCCUPANT LOAD (1004.1.2 and Table 1004.1.2, 1004.4) CAPACITY OF EGRESS COMPONENTS Other (1005.3.1, 1005.3.2) Location Floor + Sq.ft./ = Occt. Total Area person load occt. Egress width(inch/occupant) loads i / ) Stairways z,8j� 5 7 O Other egress component /.eu C`�o/" �� G �v �� Location Stairways Other egress components bl l �- NUMBER OF EXITS (1021.1, 1021.2) Location Required Shown it/67Z_/4,e 2 3 -10- . ., irt, _ i- J5 MEANS OF EGRESS (continued) GENERAL MEANS OF EGRESS 0 Design requirements (1003.2- 1003.7) Door landings/Thresholds/Arrangement 6- r-- Encroachment(1005.7) (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) r /r/' Ramps (1010) �. t Door size/swing/opening force (1008.1- 1008.1.3) Handrails (1012) Special doors/Gates/Turnstiles Guards(1013) (1008.1.4, 10082, 1008.3) Luminous egress path markings(1024) EXIT ACCESS i Door number and arrangement Aisles (1017) (1014.2, 1015.1, 1015.2) Corridors (1018) X- Common path of egress travel (1014.3) Air movement in corridors (1018.5) A-'-, Exit access travel distance (1016) r (. - 9 �^ ?C-._ Egress balconies (1019) (,6[f EXITS/EXIT DISCHARGE Exits/Exit doors (1020, 1021) Horizontal exits (1025) Interior exit stairways/ramps (1022) Exterior exit ramps/stairways (1026) Exit passageways (1023) ______X__Exit discharge (1027) OTHER MEANS OF EGRESS XMiscellaneous egress requirements 2C 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) Y(.4 ACCESSIBILITY* (Chapter 11) Scoping requirements (1103) Dwelling units and sleeping units s (1107)K Accessible route (1104) Special occupancies (1108) 611-1 Accessible entrances (1105) es Features and facilities (1109) Parking and passenger loading (1106) itle. Signage (1110) *A so see Accessibility Plan Review Record -11- INTERIOR ENVIRONMENT (Chapter 1 2) 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 (Chap er 14) Performance r u' eiments (1403) S•m• -stible material restrictions (1406) Materials (1404 El, (1408) Exterior wall overings/MCM's P, (1409) (1405, 1 7) `\ ROOF ASSEMBLIES AND ROOFTOP STRUCTU -ES (Chapter 15) Weathprotection (1503) Roo cover•gs (1507) Flashing 503.2, 1507,2.9, 1507.3.9, Roof i 4lation (1508) 1507.5. ,, 1507.7.7;1507.8.8, 1507.9.9) Roo •• structures (1509) _.__ __ _____Performancesrequirements (1504) R, oofin• (1510) Fire classifi tion (1505) -olar phot•voltaic panels/modules (1511) Materials (1 ) STRUCTURAL SYSTEMS (Chapters 16, 17, 18) 44 1. STRUCTURAL DESIGN (Chapter 16) STRUCTURAL DESIGN CALCULATIONS Roof li oads (1603.1.2, 1607.12) Submitted for all structural members Roof snow load (16 .1.3, 1608;Chapter 7 of ASCE 7) (106, 107.1, 107.2.1, 1604, 1605) 2C, Ground sn• load, DESIGN LOADS ON CONSTRUCTION DOCUMENTS pp(16';.2; 7.2 of ASCE 7) (1603) If pp> 10 •sf,flat-roof snow load, Uniformly distributed floor live loads pf(7.; of ASCE 7) (1603.1.1, Table 1607.1) If •8> • psf,snow exposure factor, Floor Area U Loads Sown Ce able 7-2, 7.3.1 of ASCE 7) V.e i ATP iicerof° /5 If p 10 psf,snow load importance factor, !a .3.3, Table 1.5-2 of ASCE 7) If pg 10 psf, roof thermal factor, , able 7-3, 7.3.2 of ASCE 7) Sloped oof snow load,p6(7.4 of ASCE 7) Live load reduction Plnding i stability (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,Chapter 20 of Wind loads (1603.1.4, 1609;Chapters 26-31 of ASCE 7) A ASCE 7) Design procedure(1609.1.1, 1609.6, Seismic design category Chapters 26-31 of ASCE 7) (1613.3.5; 11.6 of ASCE7) Alternate all-heights method (1609.6) �',/ Basic seismic-force-resisting system Winds ed a (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, hness/ C,(12.8.1.1 of ASCE 7) Surface roughness/Exposure Exposure categories Analysis (1609.4;26.7 of ASCE 7) procedure (12.6 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 { 1612) Component and cladding pressures Flood hazard area (1612.3) (Chapter 30 of ASCE 7) Documentation (1612.5) Main wind-force resisting system Ices•: •_ 1614;Chapter 10 of ASCE 7) (27.4,27.6,28.4,28.6 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 (1607.9) V (11.5.1, Table 1.5-2 of ASCE 7) A Mapped spectral response acceleration, Misc.loads (1607.6, 1607.7, 1607.8, 1607.13, 1607.14, 1610, 1611,2404) S8 and S, (1613.3.1; 11.4.1 of ASCE 7) Design spectral response parameters,SStructural integrity(1615) � and 801 (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. Fire-resistant penetrations and joints Statement of special inspections (1704.3) (1705.16) Prefabricated items (1704.2.5) X. Smoke control (1705.17) TO Steel construction (1705.2) Concrete construction (1705.3) Wind requirements (1704.3.3, 1705.10) Masonry construction (1705.4) Seismic resistance loft Wood construction (1705.5) (1704.3.2, 1705.11, 1705.12) PreparedContractor responsibility1704.4 fill and foundations ( ) (1705.6- 1705.9) It; Structural observations (1704.5) Sprayed fire-resistant materials and Testing(other) (1706- 1711) coatings (1705.13, 1705.14) y '� �,�t, SOILS AND FOUNDATIONS (Chapter 18) a_""'So s'fl"irnesti�n�sJRep rts 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, 22, 23) . CONCRETE (Chapter 19) A./ 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 west and hot weather specified (2101.2) cons cti specified (2104.3, 2104.4) ,�A ' 9 Construction documents (2101.3) Seismic ign (2106) �j/"G I. Construction materials (2103) Glass unit masonry(2110) 9 `I" At Mortar type (2103.9) Fireplace ters/Chimneys (2101 .1,2 ,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) 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) Wood structural panels Limitations satisfied (2308.2) (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(11,2308.8(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(11,2308.10.2(21) 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 24, 25, 28) GLASS AND GLAZING (Chapter 24) Sloped glazing and skylights (2405) Safety glazing (2406,2407,2408, 2409) GYPSUM BOARD AND PLASTER (Chapter 25) Gypsum board materials Plaster(2507,2508,2510-2513) (2506, Table 2506.2, Table 2508.1) PLASTIC (Chapter 26) FOAM PLASTIC INSULATION (2603) Special approval (2603.10) Labeling (2603.2,2603.5.6) MISCELLANEOUS PLASTICS Surface-burning characteristics (2603,3,2603.5.4) Interior finish and trim (2604) Thermal barrier(2603.4) Plastic veneer(2605) Exterior walls/Roofs (2603.5,2603.6) Light-transmitting plastics (2606-2611) Interior finish/trim in plenums Fiber reinforced polymer(2612) (2603.7,2603.8) Reflective plastic core insulation (2613) Protection against termites (2603.9) BUILDING SERVICES* (Chapters 27, 28, 29, 30) ELEVATORS AND CONVEYING SYSTEMS (Chapter 30) Construction standard specified (3001.2) Convey�r'tystems (3005) Hoistway 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(Ch.27), Mechanical (Ch.28)and Plumbing (Ch.29) Plan Review Records SPECIAL DEVICES AND CONDITIONS (Chapters 31, 32, 34) SPECIAL CONSTRUCTION (Chapter 31) Memb ane structures (3192) Auto tic vehi lar gates (3110) Temporary structures (3, 03) Solar photo talcnels/mod Pa ides (3111) Awnings and canopie arquees PEDESTRIAN WALKW Y AND TUNNELS (3104) (31015, 3106) Signs (3107Constru on and use(3104.3,3104.4) Telecommunica •n and broadcast towers Sopa io (3104.5, 3104.10) (3108) Pub!' way 3104.6) Swimming pI enclosures (3109) Eg (31 .7-3104.9) ENCROAC ENTS INTO THE PUBLIC RIGHT-OF-WAY(Chapter 32) Below grade (3202.1) Temporary (3202.4) Above grade (32022, 3202.3) EXISTING STRUCTURES (Chapter 34) Building ate als(3401.4) Change f ccupancy (3408) Additions, erations, repairs Historic/ ved buildings (3409,3410) (3403- 05) Accessib' (3411) Fire esca e (3406) Conti nce alternatives (3412) Glass rep ace nt(3407) -15- BUILDING EVALUATION SUMMARY(Table 3412.7) Existing occupancy: Proposed occupancy: Year building was constructed: Number of stories: Height in feet: Type of construction: Area per floor: Percentage of open perimeter increase: % Corridor wall rating: Completely suppressed: Yes No Required door closets: Yes No Compartmentation: Yes No Fire-resistance rating of vertical opening enclosures: Type 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 Mixed occupancies: Yes No Safety Fire Means General parameters safety(FS) of egress(ME) safety(GS) 3412.6.1 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.exit access travel distance ... ** 3412.6.14 Elevator control 3412.6.15 Means of egress emergency lighting *** 3412.6.16 Mixed occupancies **** 3412.6.17 Automatic sprinklers +2= 3412.6.18 Standpipes 3412.6.19 Incidental use Building score—total value ****No applicable value to be inserted. BUILDING SAFETY EVALUATION SCORE(Table 3412.9) Formula Table 3412.7 Table 3412.8 Score Pass Fail FS-MFS z 0 (FS) — (MFS) = ME-MME Z 0 (ME) — (MME) = GS-MGS Z 0 (GS) — (MGS) = FS = Fire Safety MFS = Mandatory Fire Safety ME = Means of Egress MME = Mandatory Means of Egress GS = General Safety MGS = Mandatory General Safety APPENDICES A - M Appendices adopted (101.2.1) Compliance verified -16- AMERICAN American Engineering Testing,Inc. St.Paul Albertville tv 550 Cleveland Ave N 5548 Barthel Ind Dr,Ste 500 / ENGINEERING St.Paul,MN 55114 Albertville,MN 55301 1 (651)659-9001 (763)428-5573 TESTING, INC. Toll Free:(800)972-6364 www.amengtest.com Concrete Test Report Client: RINK-TEC INTERNATIONAL, INC CC: KENNETH ECKSTROM Thr documnt except shall not 1, ill1-5 \/(' reproduced, except in full,KYLE GILLESPIE without written approval Project: ORONO ICE ARENA TeTe UnAmericanI . Engineering 1025 OLD CRYSTAL BAY ROAD LONG LAKE, MN Date of Issue: 8/17/2017 Reviewed By: Derek VanHeuveln Job No: 20-15854 Senior Engineer Supplier: AVR Plant: Maple Grove,MN Mix: Specified Design Strength(psi): 3000 at age 28 days Date Sampled: 07/12/17 Specification: Date Received: 07/14/17 Measured Specified General Location: 1025 OLD CRYSTAL BAY ROAD Slump(In): ASTM C 143 5.5 3.00-5.00 Sample Location: Column footings for mezzanine Slump w/plasticizer(in): N/A Curing Method: Two day Field/Laboratory Cure Air Temp("F): 65 Field Sample No.: Field Cure Temp(°F)High: 70 Concrete Temp(°F): ASTM C 1064 84 Low: 74 Air Content(%) ASTM C 231 5.0 5.00-8.00 Contractor: Unit Weight(pcf): ASTM C 138 N/A Ticket no.: Truck No.: Volume of Density Measure(ft'): N/A Sampled By: Jim Essex Batch Size(yd'): 8.0 Time Batched: 14:10 Submitted By: Jim Essex Yd'Placed: 8.0 Time Sampled: 15:10 Weather: Inside structure Water Added(gal)Before: Time Placed: After: Time In Truck(mins): 60 Specimen ID Date Tested Age Diameter(in) Length(In) Area(in') Type of Ultimate Load Fracture Compressive (Days) Cap (1b1) Type/Remarks Strength(psi) 17-11650-C1\1 07/19/17 7 4.01 8.00 12.63 U 49940 5 3950 17-11650-C1\2 08/09/17 28 4.00 8.00 12.57 U 65970 5 5250 17-11650-C1\3 08/09/17 28 4.00 8.00 12.57 U 65390 5 5200 17-11650-C1\4 Hold Average 28 Day Compressive Strength(psi) 5230 Required Strength(psi) 3000 RECEIVED AUG 21 2017 CITY OF ORONO 1.Sampling to ASTM C 172 Fracture Type:5=C39:Side fracture-opposite ends;C1314 Semi-Conical Break 2.Specimen(s)prepared to ASTM C 31 The average 28-day test result meets or exceeds the required strength. 3.Capping:B=Bonded ASTM C 617,11=Unbonded ASTM C 1231 Form No:18947,Report No:CTR:17-11650-C1 0 2000-2016 QESTLab by SpectraQEST.com Page 1 of 1 / cADATE TIME i CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED )x-`11-1 7 '• 3()PERMIT NO�O(7 v COMP ED ADDRESS CryS 1 OWNER TELEPHONE NO. S7 r . ��: CONTRACTOR �, DESCRIPTION OPLJ � _-/f W 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING C ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 4Z. ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL 2• OWNERICONTRACTOR TO MEET YOU: YES_NO ti COMMENTS: Fil Q /1,sI ,itOki, /qtrr 'L m eit, /ctkcv ray % 0 ii�1( A c',r'1/y%�c `( L4A411 I -_.°'+o � � - - -+qua►_.... • (; gin 404 -(rr)dv b5, CC Q W W CC CI 14/it 0 WORK SATISFACTORY`.PROCEED 0 PROJECT COMPLETE W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O CORRECT WORK CALL FOR REINSPECTION TEMPORARY CI EFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN 0 CI 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 OwnerICont7o oronsite: I Inspector: ff White CopyAnapector's File Canary Copy/Site Notice DATE TIME / CITY OF ORONO CALLED IN INSPECTION I SCHEDULED 314,1 (-7 PERMIT NO. OTt E-Ofd fQ COMPLETED ADDRESS ncic 0 `(-A ot( u OWNER TELEPHONE NO. S� ,' UOT( CONTRACTOR (v7OC � 9-= >`. DESCRIPTION O12Y 4- ‘ Occ{"-tel U.1 ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 113 0 FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL C ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 1, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP - 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: ix 4. I sf‘ +0 (gccr AOCker e004 o ` k W CC Q W X W O: j C Lit K SATISFACTORY:PROCEED ❑PROJECT COMPLETE • ❑ ECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C> 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 OwnedContra on site: Inspector. White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. 2017-00910 COMPLETED / Z' o 'I%50 I/= �: © . t. 1 I a %• ADDR _ = OWNER TELEPHONE N a. CONTRACTOR G01"1/4)4 J a4&. Ca n67, DESCRIPTION f/d 10�y W▪ ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING C ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q RAMING 0 MECHANICAL FINAL 0 RATED WALLS 0 INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMM TS: CC i• D Ao v i d ei 4�r f Ca_t-tero r -FEW i3O`#y CCell of AAji--ef J.-/w_ - 44tafWee t disto ). Ode,/—4 0 4 — 614 -fa frhkect At nom-cow cc tki: lir pk t. ® r,etsofitiv °le-At Ls .6r 9 ki4) /la it via Z e eeer rc L. I n of 6 lnyU/ W CC W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE et W - s s RRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 •0 RECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN 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 OwnerlContra on site: ti Inspector: 6f"y c White CopyMspectoes File Canary CopyISlte Notice / ATE TIME CITY OF ORONO CALLED IN .s,. /0• o r INSPECTION NOTICE SCHEDULED PERMIT NO. a 617 - ?/a COMPLETED Q ,, I ADDRESS "79S.% O( C'y ll � tiv A . OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION (Mc 22t-<<:1.r.— , er "ire-/ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 1, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ElFINAL 0 WATER HOOK-UP 0 FOLLOW-UP 1.4_ ❑ AS BUILT-SURVEY El SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO co COMM : CC IQ • nifi'1' G✓- �� e occ cI(amuf c cG G'7 — /I,G� 1/4 -- o Lu f..--/ tA.,j k ) cc /ct/_ — 'fill c_o-ippi‘,74 W - A- Z C4 -477, P"-GOr — d An C ja.".":1 G W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW DI CORRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT LI CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN LI ❑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/Contractor on site: t f Inspector: -7 �. White Copyllnspector's File Canary Copy/Site Notice . /I C.._,.--V ...._, DATE TIME V CITY OF ORONO /{tlCALLED IN INSPECTION NOTICE Q SCHEDULED coavr7 //.0 PERMIT NO. 1 7— ///) COMPLETED �� ADDRESS O/4 l_iy ( & y /C _ ' OWNER © TELEPH N NO.` - � �d- CONTRACTOR 60r Tc:44C-s /► i 1 E DESCRIPTION k-eO+i W 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL A ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING IQ 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL Z• OWNER/CONTRACTOR TO MEET YOU: YES_NO • COMMENTS: Fe9,7 7_e h I A e' ctO. c (Acf tit /la6& 5�e / Do I ` e rc I& v 6,4-, 6 71 t- ' exi et IV' 0. 6, � A wry s mU(v �rz 12 r� i 7 2 2 W OC W WORK SATISFACTORY:PROCEED CI PROJECT COMPLETE O CbRRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY CI ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 9 PHOTO TAKEN INSPECTOR WILL RETURN ElSTOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContra on site: Inspector: G/ White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONOI V CALLED IN INSPECTION NOTICEW' SCHEDULED PERMIT NO. ZSI 7` COMPLETED rz//Z/7 ADDRESS )©LT /7Gt GC77k/ /ay "fors OWNER TELEPHONE NO. CONTRACTORO°4-4171 E DESCRIPTION gtha/ IvyYd "15 / a/ W 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING C 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION 5 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Vig L 0 WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ..1 0 DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: a. ,Ii,-44'� ,4reaS (OA�d © (J GC-i 4)7 cc /11 /1 9 4' /A qnS kec4ei' hogs*7 l 4(2c/A ell 91‘10,113 0 Z3J, ; )s o Cnci Gni, /1'�9 1 / / W ��a I {TY� /'� iP CY'�Ah CC vA V.,n n s /,g comb, l-e d W X W QC W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE CCK.W CORRECT WORK&PROCEED O ISSUE CERTIFICATE OF OCCUPANCY 4" 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY j BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next Inspection 24 hours in advance. (952) 249-4600 OwnerlContra o��n�site: r: Org Inspector: White Copyllnapectora FIN Canary CopylSlb Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICEc SCHEDULED --/7-43.- /f PERMIT NO.:-2-.0 ; 17-C- v / - OM LETED ADDRESS 795- o`J Ci 3 � &_\-:- a OWNER TELEPHONE NO.?5"-.72- F..;?- CONTRACTOR P y& /31 l f j DESCRIPTION 1 />4 j W ❑ FOOTING 0 DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O0 FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL ❑ RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO • COMM NTS: // It 1' /710 Vide a n e g v' /.i -c'0 c n c ie/',n n c cc 2 - iv /1 a,ce is -rve `gyme_z a4/�6 `� '�7 /fie/noVe, decd J 11' 'frv,�l JV, �. o ey i7L c`w '3. /4� v.� �� CHs -Frmx; 14/€3* 2 42(6* f i r7,a o a�"e iz a W N �s P, Q�° -71-Ae, a r,e a a wr, a Gitaiot 4-- o���d Gm /� m re lace., W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CtW 0 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contra r on site: eel- w�J, White Copyllnspector's File Canary Copy/Site Notice / DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED y/y=/?r r 4 0 PERMIT NO. Q0)7-669/0 COMPLETED � � �� ADDRESS l g5 6/ ( c 5.44- X7 OWNER TELEPHONE NO7 -lQ77 CONTRACTOR /•rici,-)1 ,/r, S gp i DESCRIPTION l"/ .4-8L) W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING C ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL 2 v ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO cn COMMENTS: W a - "y y'erg rf".W • i 'eI t y'edr1 f x evri, v(Q eAvtai l >. cc o Pi/le .sr r'i 6'c/ A Ala /t=or c-1&:G 4 IQcc Q gt41 7K1/7- C/Mlle 12 W Jj llur� c®a�/e7& Inu( all eM � , . c eJ a W 0 WORK SATISFACTORY:PROCEED fROJECT COMPLETE CCW 0 CORRECT WORK&PROCEED O ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN CI ❑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 OwnerlContrac on site: Inspector. eVi � , White Copyllnspector's File Canary Copy/Site Notice V DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE ( SCHEDULED g—//-15"- /1 �Q PERMIT NO. C 17-C- v /1 in oM LETED n ADDRESS 795 0l �r5kI & R OWNER � � TELEPHONE NO '2 2. V C�Ci S h' � CONTRACTOR /� �- l-E. f 5,I f j DESCRIPTION 1;714 - ty ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL El TREE REMOVAL ❑ LATHE 0 MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL ❑ RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP Z ❑ AS BUILT-SURVEY ElSEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO r• COMM NTS: 1' guide e nylne ee ;J 'o ( crnGir19.^„�c CC0 rva // ,a,Q/ - 12,,, rn.e_z. ,art'i46 /fe/no vi e_ decd half rofrt /1/, o *C,x i7L LAJ Q `3. /4.-',,a v.a, oil/et-kis tkis �'rm m Lex i f- Wei* i A f d� o� arena W• Al 0 as tc> o 4A e a r fr2 a t4/,'" 71-!� EE c,kai4 ct--- o/p_cid 6m1 in 1, lace., a W O WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CCW 0 CORRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY 0CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. CI PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contra r on site: , �Inspector. e White Copyllnspector's File Canary Copy/Site Notice