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Home My WebLink About2016-01232 - addn/remodel/repair CITY OF ORONO * 2016 - 01232 * 2750 KELLEY PARKWAY DATE ISSUED: 03/21/2017 ORONO, MN 55356- , (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 2060 WAYZATA BLVD W PIN : 34-118-23-21-0037 LEGAL DESC : AMBER WOODS OFFICE CENTRE : LOT 001 BLOCK 001 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : COMMERCIAL-BUSINESS CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 437-NONRESIDENTIAL&NONHOUSEKEEPIN VALUATION : $ 124,476.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,ELECTRICAL(STATE) COMMERCIAL OFFICE BUILD-OUT APPLICANT PERMIT FEE SCHEDULE 1,267.42 PLAN REVIEW 20.47 CBS MN Properties STATE SURCHARGE(VALUATION) 62.24 P O BOX 575 LONG LAKE,MN 55356- TOTAL 1,350.13 Payment(s) CHECK 22900 1,350.13 OWNER CBS MN Properties PO BOX 575 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 . d void if construction authorized is not commenced in 180 d.i s of the date of issuance,or if construction is suspend-: or a period of 180.i ys ata , time after work has commenced. The..plicant is respon .l ass,,, g all required inspections are quested in conform. c- ,ith - tate Building Code.This permit may be revoked at any time 's -Z( -/ l , ,„,/ l/, App'" Jr: ' tree Signature Date Issued ytl� Signature Date 4_,4 22 906 CITY OF ORONO BUILDING PERMIT APPLICATION I, 3 JCS• 13 FOR NEW STRUCTURES OR ADDITIONS �n ( OAto RECEIVE /Jailing Address: Permit number: c 1 CO— 0 I ? 7J POBox66 SEP 2 9 2016 Crystal Bay, MN 55323-MEW, ' q Date received: 9'—�q—4 CO Street Address:' ` �' ( ' Received by: ,•l-r- yF CITY OF ORONO 2750 Kelley Parkwa r7 Plan review fee: �� txFsti�4�G Orono, MN 55356 -,-/ii : / b— 0 j 1 Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATIO . 1Job Site Address: ) ) - / C�' Will this be a Parade of omen, Remodelers Showc--e Home or other Display Home? ❑ Yes No If yes,a special event permit is required with Police Department and C '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 INFORMATIV2 Name: (2o14 1I4l e1- C;, A -� C,_______ )--c-'1 Q--_ State License# Expiration Date: Phone: Jcell) 6.'/1 —70 i-ti, (office) Mailing Address: p 6.-) .;1v 5 City: 4_,‘, -.244; ZIP: 5-5s' c Contact Person: 0.,,(e_ (f _ r �/, _ Applic "s: Contractor / Homeowner (Circle one) Email and/or Fax: f'p,t..,,_ ,,, , ,+4. / -�,, _ /, s, , �-� 11:c°c,,, 1.__ „Co�.y PROPERTY OWNER INFORMATION:� Name: c/Z5 /OW v9 0- Aj--`-p Phone (day): 41 . —706'--cod- , --.,-- Address: Address: Glc 5175` City: �• G -� ZIP: 5.> 5 Email and/or Fax ARCHITECT/ENGINEER INFOR ATION _ 10 C� Name: '�-� %J ��.�' •,,,_ ��Z — Zk— l ,O Phone (day): /'i�J( (.4).2-.1 ...,. -fj Address: f.S 4- ei7�= V fl : Cf ZIP: Email and/or Fax: PROJECT INFORMATION: Description of project: 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply ❑ New Construction ❑ Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage ❑ Deck dg.Public Sewer ❑Accessory Building ❑ Single Family with ❑ Office/Commercial ❑ Relocation / detached garage ❑ Residence El Sewer ❑ Other: (specify) t.,�l ' G'Cil ❑ Multiple Family/Condo ❑ Retaining Wall(s) ■ Public 4-feet or greaterublic Water **Any earthovement may also require VI -ommercial ❑ Storage MCWD revie &permits. ❑ Industrial ElWarehouse ❑ Private Well Minnehaha Cree Watershed District(MCWD) (specify) -N-Ether(specify) ( ) ❑ Other: 15320 Minnetonka Blvd ®-P4)/C- Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.og Estimated Construction Valuation (excluding land) $ ' - . : . 7G STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions (continued) a. Length(ft.)= Number of bedrooms= _ 2. Occupancy: 6. 4„O b.Width(ft.)= Number of garage stalls: ','� 3. Occupant Load: �� Areas in square feet Attached = c. Basement= Detached = 4. Type of Construction: e `cr`vs' d. 1St Story = e.2nd Story= 5. Code Edition: f. %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 0 Completed Application Form 0 Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'A x 11 set O Minnesota State Energy Code Calculations and Mechanical Code Requirements O Survey—2 full size, to scale(meeting ALL survey requirements) O d21_ Hardcover Calculations ❑ g Septic System Certification ❑ Minnehaha Creek Watershed District(MCWD) Permit or Documentation from MCWD stating no permit is required O Landscape Walls and/or Retaining Wall Plans ❑ 4Y 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 an solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but t, 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 eithe private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject c the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. OL 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 o other conditions prevent the completion of an as-built survey at the time thi Certificate of Occupancyls requ i� 5emporary Certificate of Occupancy may be issued upon receipt of a $10,001 escrow to ensure pdmpletion of e.' wilt survey and all site improvements. jy / ( Applicant's Signature: , ;,r�' ;, � Date: 74—f/ Owner's Signature: Date: Last Updated: January 2016 PLAN REVIEW CHECKLISTPFOR NEW STRUCTURES / ADDITIONS Address: 2-0 /L,( Vl/a1yZ0 '( liY -e Permit No.: z ( j" Description of work: Date Rec'd: Septic review by: S� Cr VV A'. �� 'Date pproved: /2/10YP-1174 Zoning review by: Date Approved: Building review by: ar'y-t Date Approved: Grading review by: Date Approved: Zoning District: Zoning File#: Reso#: Reso Date: Zoning: Lot Area: S AC Width: Lot Covefage: SF Survey Submitted: D Yes D No Date of Survey: j Revised date(?): Landscape plan submitted? 0 es 0 No Landscaper: Proposed Setbacks: Front (Lake) Rear(Street) ( N S E W ) ( N - E W ) Other Buildings Wetland Side Side Defined Height: Peak He ,ht: FFE: FFE minus 6 feet= (Existing Contour) Perimeter(linear feet)= 50%= L.F. below grade Basement? 0 Yes 0 No, -tories FOR A BUILDING WITH A BASEMENT OR CRAWL SP CE: FOR A BUILDING ON A SLAB FOUNDATION: The distance betwee the lowest pro.„sed Slab at or above grade— START WITH floor(of the basemen or crawl space and measure from highest existing the highest point of th: 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 HIPP 9 ROOF(no Slab below grade—measure (BASED ON windows): Subtrac half th distance from highest existing grade to the ROOF TYPE) between the highes,point.f the roof highest point of the roof. to the low point of the co esponding If you have a... gable or hipped roof SUBTRACTION • GABLE OR HIPPED ROOF • GABLE OR HIPPED ''*OF(with (BASED ON (no windows): Subtract half windows): Subtract h- the distance ROOF TYPE) the distance between the between the top of the, ighest highest point of the roof to window and the highept.oint of the the low point of the roof corresponding gable or hipped roof • ALL OTHER ROOF P.S(flat, • GABLE OR HIPPED ROOF mansard,etc):No s btra ion. (with windows): Subtract SUBTRACTION Subtract the distance be een t e half the distance between (BASED ON basement/crawl space or and e the top of the highest EXISTING highest existing grade djacent to the window and the highest GRADES) foundation OR 10 feet whichever s less). point of the roof • ALL OTHER ROOF TYPES (flat,mansard,etc):No EQUALS Defined building h ght 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? 0 Yes 0 No Permit Number: 0 Yes 0 No 0 N/A ❑ YesNo 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 ❑ No 1 2 3 4 5 Type(s): Type(s): Fees to be Charged YES NO Permit l/ Plan Review r State Surcharge Investigation Fee (/- SAC— Number of SAC Units Other(specify) 1,- Square Footage $ per Square Footage Basement 50 71t-. X ` 6.5-o = $ s4 6 IQ 1St Floor -2m 6 X j a) , CO _ $ .// �lJ V C' �J 2nd Floor / 5- X 74. Co = $ z 5 74-- Garage X = $ Estimated Construction Value: $ r `� , L.,,`, Orono Inspections Required J Work Requiring Separate Permits yFooting 0 Site ,.Plumbing 0 Grading/Filling ❑ Poured Wall 0 Silt Fence/Erosion Control )1 Mechanical 0 Fire ❑ Foundation Survey 0 Hardcover Removal 0 Septic 0 Water Connection ❑ Foundation Waterproofing 0 Other(specify) 0 Fireplace 0 Sewer Connection Framing 0 Masonry 0 Lawn Irrigation Insulation ❑ Mfg. ❑ Landscaping ❑ As-Built Survey 0 Other(specify) inal ❑ Lathe Required State Permits ❑ Other(specify) ❑ Well XElectrical 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 2015 v•\fnrmc\nlan ravialni ncarklicf 1nAf11 c rinry -‘!LOAi CITY OF ORONO *IC Street Address: Mailing Address: Telephone(952)249-4600 - G` 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us KESHOR r"° March 16, 2017 14 ' z! .:7� ; t A y Dale Richardson 4741 South Lake Sarah Drive Independence, MN 55359 RE: Little Acorn Daycare 2060 Wayzata Boulevard 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 information requested from review letter dated October 17, 2016 items#3-#10 2. Provide calculated occupant loading for rooms 113 and 105 together, Rooms 011, 013, and 106 and have these details reflected on plans. 3. Provide details of floor, wall, and ceiling finishes. Please call if you have any questions. Regards, al.4,Av 1 ..ee.4 t. Roger Peitso Building Official City of Orono Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax:952-249-4616 co• ,i,:::-.,' 1 ,...:,,,,,,,,,%.-- ,-',:., 'c''''',.,,,. ''''. .., , k*".)b4 • H as dy s :,,, , , : : , ft _ :' 4: ,.' ,,4'4_ 16 '1; ", w. 11',4„'*: M ti� r y"` Y.;, 9. oll . % _4, ,.„,.. (.. .. . zt,„ , , i I I lig ' . . 0 .. z : -: te 1::64:‘ ifi , r�' Ili ,; _...,11,:, . ..::, or4 8 cc cil ,,,, t (:: ,1!._ ,'' _ _ _ _ :'' "E'il_'''.:_1.1_1:,..''_''.'_:,.1::1 4 `') E . .0'4; -,411' 4'.--1:-..'.'.....'',-*-r „',.4,'-.:..• , . , __ �-ZooD moii`\ � # ttf z _o _ , . - lfz: - ,ADn -+ i all 1& 3:1 II _lime i - MllN \ us • C 0 Uco Jk 1 e 8 z F. O d O_ U, i P w U 0v.• CC CC • 0 # a a 0 z � f z o • 8 33 d z O -i Z a 1 9 a 3m 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) XSingle Occupancy (302.1) Incidental uses (509, Table 509) Mixed Occupancy(508.1) Accessory occupancies (508.2) GENERAL BUILDING LIMITATIONS(Chapters 5&6) Address identification (501.2) Apply Case 1 to determine the allowable height and area and permitted types of construction for 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,At(Table 503) 1 Frontage (506.2) Area Increase Factor due to frontage, North East South West If(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, 1,= Conversion factor .......__ (506.2) It= [P-0.25]o LV 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(A,) Adjusted building area ft2 X = 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 (maximum 3) for review(602.1) Compliance 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 Group floor area floor area' height height ft2 ft2 ft stories ft stories _._...__..__ ft2 ft2 ft stories ft stories _r. ft2 ft2 ft stories ft stories ft2 ftft stories ft stories ft2 ft2 ft stories ft stories ft2 ft2 ft stories ft stories ft2 ft2 ft 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 factor CHECK ALLOWABLE AREA(506.5) //11,, Three stories or less buildings /'� G/ j Permitted types of construction '�( Four or more story buildings Type of construction assumed (Total area ratio<_3) (Q for review (602.1) '- Compliance verified £11 w MEZZANINES (505) Areca limitation (505.2.1) Op Hess (5052.3) Egress( .2.2) Equip platforms (505.3) ��` UNLIMITED AREA BUILDINGS (507) Nonsprinkle d,one story(507.2) Group occupancies (507.8) Sprinklered, o story (507.3) Aircraft int hangar(507.9) Two story(507.4) Group E b i dings (507.10) Reduced open space (50 . Motion pictur theaters (507.11) Group A-3 buildings (507.6, 5 Covered and o en mall buildings/anchor stores (507. ) 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) Plastics ns (402.6.4) Lease plan (402.3) Standpi system(402.7.1) Area/type of construction (402.4.1) Smoke ntrol (402.7.2) Fire separations (402.4.2-402.4.2.3) Standby er and emergency volce/alarm Open mall construction (402.4.3) (402.7. , 402.7.4) Automati4sprinkler system (402.5) Fire dopa ent access (402.7.5) Interior finish (402.6.1) Mall width 002$1) Kiosk requkements (402.6.2) Occupant lot' (402.8.2-402.8.2.4) Playground structures (402.6.3) Egress (402. .3-402.8.7) Security grille and doors (402.8.8) -5- HIGH-RISE BUILDINGS (403) _.__. Standb power(404.7) Con, ruction (403.2) Interior finish (404.8) Auto :tic sprinkler system (403.3) Travel stance (404.9 • ) Smoke •etection (403.4.1) OTHER SPECIAL USE AND OCCUPANCY Fire alar system (403.4.2) Underground structures (405) Standpi•.s (403.4.3) Motor-vehicle-related occupancies (406, 5 0) Emergen•y voice/alarm systems (403.4.4) Group I-- (407) Emergen«, responder radio coverage (403.4.- Group I- (408) _ __„_ Fire comm:nd center(403.4.6) Motion pi•ture projection rooms (409) Smoke re •val (403.4.7) _ _..................... Stages,p :forms and technical produc- tion areas (410) Standby po er(403.4.8) Special a usement buildings (411) Emergency • er(403.4.9) Aircraft-related occupancies (412) Stair remote ess (403.5.1) Combusti•le storage (413) Additional sta ay (403.5.2) Hazardou materials (307.1, 414) Stairway doo (403.5.3) Groups H , H-2, H-3, H-4 and H-5 (415), Smokeproof ex, (403.5.4) Application of flammable finishes (416) Luminous egres. path (403.5.5) Drying roo s (417) Elevators (403.6) Organic co:tings (418) ATRIUMS (404) Live/work its (419) _ Use (4 .2) __..............._ Groups I-1, R-1, R-2, R-3 (420) Automata sprinkler system (404.3) Fire alasystem (404.4) Smoke co trot (404.5)r Hydrogen •utoff rooms (421) Ambulato health care facilities (422) Storm shel ers (423) Enclosure(404.6) Children's •lay structures (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-R STANCE 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) ernative methods .3, 719, 721, 722) 0 Exterior walls R glazing (703.6) O Interior elements Ma ' g and identification (703.7) 0 Roof -6- BUILDING ELEMENTS (Table 601) 1 Ttpiumsø, .3.6) ❑ Structural frame(704) ❑ ❑ + idents ses (707.3.7) Interior bearing walls / ElA` U 4/ Control areas (707.3.8) ❑ _._ Interior nonbearing walls ❑ ❑ M', . upa i and fire area separa- (�� Floor construction (711) tions(7r- .•, 707.3.10, 901.7) ❑ V Roof construction (711) _ Cony uction (707.2, 707.5-707.10) EXTERIOR WALLS (507, Table 602, 705) VERTICAL OPEN NGS (712) North East South West Compliance(712.1.1-712.1.18) Fire SHAFTS (713) Separation 2-7 l ( Il(i^0 1Q12, 1 _ 2 ❑ distance r/� r stru ion (713.2=713.12, 713.14) Bearing ❑ ® C E _. _ C ,._._.. R and laundry chutes (713.13) Nonbearing ® _C1 1J ....__. ❑ levato lobby(713.14.1) Dr-. Projections (705.2) OTHER FIRE-RESISTANT CONSTRUCTION C9 Materials/stability(705.4, 705.6) �5 mew r //�,,,, ❑ . Fire walls (706) Opening protection (705.8.1 - 705.8.4) ❑ Fire ions (708) Vertical fire spread protection (705.8.5, 705.8.6) Smo.e =rriers (709) ❑ Parapets (705.11) S oke pa,itions (710) FIRE BARRIERS (707) Pe titration- 04) ❑ Shaft nclosur (707.3.1) a ...._._._.__.._.._, �.��,...... Fire- =Sist t joirrt systems(715) Interior xit airway/ramp (707.32) Openin protectives (716) CI / Exit acre stairway/ramp (707.3.5) Damp(ars 17) ❑ Exit pas ag way(707.3.4) ConLaled aces(718) Horizon I ex' (707.3.5) Thermal-and nd-insulating materials (720, 807) INTERIOR FINISHES (Chapter 8) Dg. Smoke development ft£- `i- 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(806) 6<--e-4 Textile/expanded vinyl coverings !�(-e'e C�' Acoustical ceiling systems (808) (803.1.3, 8031.4,803.5-803.8) ria U t- d,e -7- FRE PROTECTION (Chapter 9) AUTOMATIC SPRINKLER SYSTEMS(903) Hose threads (903.3.6) (Where required) Sprinkler monitoring and alarms (903.4) Assembly(A-1,A-2,A-3,A-4,A-5) (903.2.1) *Also see Fire Code Sprinkler Plan Review Record Ambulatory health care facilities(B) ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING (90 ,2) SYSTEMS (904) Yi) (--.4._ J ' kdua�tiiooal(E) (903.2.3) Installaon (904.3) systems Factory/Industrial (F-1) (903.2.4) Wet-chehi I� (904.5) High-hazard(H-1, H-2, H-3, H-4, H-5) Dry-chem I systems (904.6) (903.2.5) _.. ......__ _ Foam syat ms (904.7) Institutional(1-1, 1-2, 1-3, 1-4) (903.2.6) Carbon ili ide systems (904.8) Mercantile(M) (903.2.7) i Halon srst ms (904.9) Residential(R) (903.2.8) 1 Clean-age systems(904.10) Storage/Repair garage (S-1) (903.2.9) Comrnercia cooking systems �..- . Parking garages (903.2.10) (,03.2.11. , 904.2.1, 904.11) Windowless story (903.2.11.1) STANDPIPE SYSTEMS (905) Rubbish and linen chutes (903.2.11.2) Installation standard (905.2) Buildings over 55 ft. high (903.2.11.3) Building height (90 .3.1) .... ... Incidental uses (Table 509) Group A 905.3.2) Additional required systems Covered a d open malls (905.3.3) (Table 903.2.11.6) Stages(90 I.3.4` International Fire Code (IFC 903.2.11.6) Undergroun$l b,Uildings (905.3.5) AUTOMATIC SPRINKLER SYSTEMS* (903) 11 (Design) Helistops/hel its (905.3.6) Shop drawings (107.2.2) Marinas/boa rds (905.3.7) .NFPA 13 system (903.3.1.1) Rooftop ga a andscaped roofs (905.3.8) / NFPA 13R system (903.3.1.2) Hose conn ions and locations NFPA 13D system (903.3.1.3) (905.1, 5.4,\\905.5, 905.6) Quick-response and residential heads Cabinets ( 5.7) (903.3.2) Dry stand _ pipes (905'8) Actuation (903.3.4) Valve supchrvision'(905.9) _ Water supplies (903.3.5) I -8- PORTABLE FIRE EXTINGUISHERS (906) Initiating devices (907.4) 7 Required locations (906.1, 906.5, 906.6) Occupant notification (907.5) Installation standard (906.2) Installation (907.6, 907.7) 17 Size and distribution (906.3) EMERGENCY ALARM SYSTEMS (908) �e 17 Cabinets (906.8) Detection system applicable e (908.1 - 908.6) Installation (906.9) Carbon monoxide alarms (908.7) FIRE ALARM AND DETECTION SYSTEMS (907) (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) Smoke barriers (909.5) Business(B) (907.2.2) Pressurization method (909.6) Educational (E) (907.2.3) Airflow design method (909.7) Factory(F-1, F-2) (907.2.4) Exhaust method (909.8) High-hazard (H-5/organic coatings/highly 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, 1-4) (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) (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) R uir ants (910.1 -910.3) High-rise buildings (907.2.13) M nical 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) FIRE DEPARTMENT CONNECTIONS(912) (Design) //OP Installation (912.1 -912.5) Residential smoke alarm interconnection (907.2.11.3) FIRE PUMPS(913) Residential smoke alarm power source Requirements (913.1 -913.5) (907.2.11.4) EMERGENCY RESPONDER SAFETY FEATURES/ Fire safety functions (907.3) RADIO COVERAGE(914, 915) Requirements (914.1, 914.2, 915.1) -9- OCCUPANT 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 locct.oads Egress width (inch/occupant) Stairways Other egress component Other egress Location Stairways components NUMBER OF EXITS (1021.1, 1021.2) Location Required Shown -10- MEANS OF EGRESS (continued) GENERAL MEANS OF EGRESS Design requirements (1003.2- 1003.7) Door landings/Thresholds/Arrangement Encroachment(1005.7) / (1008.1.5- 1008.1.8) 1eVrr l°«//7Means of egress illumination (1006) ig( `7 Door hardware (1008.1.9, 1008.1.10) ()77/7 Exit signs (1011) �0�17 Stairways (1009) Accessible means of egress (1007) Roof access (1009.16) Ramps(1010) Door size/swing/opening force (1008.1- 1008.1.3) 4/1 7 Handrails(1012) Special doors/Gates/Turnstiles Guards(1013) (1008.1.4, 1008.2, 1008.3) Luminous egress path markings(1024) EXIT ACCESS Door number and arrangement Ais s ( 017) (1014.2, 1015.1, 1015.2) Com (1018) Common path of egress travel(1014.3) , Air move ent in corridors (1018.5) /7 Exit access travel distance (1016) Egress ba onies (1019) EXITS/EXIT DISCHARGE Exits/Exit doors (1020, 1021) Horizontal exits (1025) Interior exit stairways/ramps (1022) Exterior exit ramps/stairways (1026) Exit passageways (1023) Exit discharge (1027) OTHER MEANS OF EGRESS Miscellaneous egress requirements Assembly 'sle &features (1015.3- 1015.6) (1028.6- 028.14) Bleachers(1028.1.1) Emergen es a 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 12) Ventilation (203)* \Soup transmission (1207) Tempera re control (1204) Irhte or space dimensions (1208) Lighting e 05) A9aess to unoccupied spaces (1209) Yards or cou t (1206) TCilet`and bathroom requirements (121.0,2509) *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 (103.2, 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 pp(1608.2;7.2 of ASCE 7) (1603) If pD> 10 psf,flat-roof snow load, Uniformly distributed floor live loads p,(7.3 of ASCE 7) (1603.1.1, Table 1607.1) If pg> 10 psf,snow exposure factor, Floor Area Use Loads Shown C,(Table 7-2, 7.3.1 of ASCE 7) If p > 10 psf, snow load importance factor, 7,(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,p,(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,Chapter20 of 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) (1609.3;Fig.26.5.1 of ASCE 7) Response modification coefficient, R (Table 12.2-1 of ASCE 7) Risk category (Table 1604.5;Table 1.5-1 of ASCE 7J Seismic response coefficient, Surface roughness/Exposure categories C,(12.8.1.1 of ASCE 7) (1609.4;26.7 of ASCE 7) Analysis 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 (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 (27.4,27.6,28.4,28.6 of ASCE 7) Ice loads (1614;Chapter 10 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) (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) Ss and S, (1613.3.1; 11.4.1 of ASCE 7) Structural integrity(1615)Desi n spectral response parameters, Sos and S01(1613.3.4; 11.4.4 of ASCE 7) Design requirements (1615.1- 1615.4) *1 ( 1/1,0K tio+ dtk SPECIAL INSPECTIONS AND TESTS (Chapter 17) Approvals/Research report(s) EIFS (1705.15) (1703, 1703.4.2)Report No. I inspectionsFire-resistant penetrations and joints Statement of special (1704.3) (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) �S vly- 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, 22, 23) CONCRETE (Chapter 19) 590x5 Plain and reinforced concrete design/ Minimum concrete strength (Tale 1904.2) construction standard specified Slab provisions (1907) (1901.2, 1905) Construction documents (1901.3) MASONRY (Chapter 21) c 46/9 QM, Design method,construction standard Cold weather and hot weather specified (2101.2) construction specified (2104.3,2104.4) _ Construction documents (2101.3) ____..._ _ Seismic 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 ble str ures (2208) standard specified (2205) Steel st rag racks (2209) Composite structural steel and concrete Cold-for steel design/construction (2206) standa specified (2210) Open-web steel joist design/construction ------------ Cold-for ed`steel light-framed design/ standard specified (2207) construction standard specified (2211) WOOD (Chapter 23) • Design method option used (2301.2) _ Fasteners and fastening (2303.6,2304.9, Table 2304.9.1) MATERIAL STANDARDS/CONSTRUCTION REQUIRE- Heavy timber construction (2304.10) MENTS (2303-2306) _.. Shear walls and diaphragms (2305,2306) Lumber(2303.1.1) Wood I-joists (2303.1.2) CONVENTIONAL LIGHT-FRAME CONSTRUCTION Glue-laminated timbers (2303.1.3) (2308) Wood structural panels -- --- Limitations satisfied (2308.2) (2303.1.4,2304.6,2304.7) Wind/Seismic requirements (2308.2.1, Fiber-, hard-, &particle-, boards 2308.2.2,2308.1 i,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),2308.8121) 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) 1) , 2308.10.212 Roof rafters Trusses (2303.4) (Tables 2308.10.3.11)-2308.10.3(61) Joist hangers (2303.5) Roof uplift (2308.10.1) -14- • NONSTRUCTURAL MATERIALS (Chapters 24, 25,26) 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) Cb &I/4 C- FOAM PLASTIC INSULATION (2603) Special approval (2603.10) Labeling (2603.2,2603.5.6) MISCELLANEOUS PLASTICS Surface-burning characteristics Interior finish and trim (2604) (2603.3,2603.5.4) 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) Conveying systems (3005) Hoistway enclosures (3002) Machine roo s(3006) Opening protectives (3002.1.1) Fire servic access elevator(3007) Emergency operations (3003) Occupa evacuation elevator(3008) Hoistway venting (3004) *Also see Electrical(Ch.27), Mechanical (Ch28)and Plumbing (Ch.29) Plan Review Records SPECIAL DEVICES AND CONDITIONS (Chapters 31, 32, 34) SPECIAL CONSTRUCTION (Chapter 31) Membrane structures (3102) Automatic vehicular gates (3110) Temporary structures (3103) Solar photovoltaic panels/modules (3111) _._ Awnings and canopies/Marquees PEDESTRIAN WALKWAYS AND TUNNELS (3104) (3105, 3106) Signs (3107) Construction and use (3104.3,3104.4) Telecommunication and broadcast towers Separation (3104.5, 3104.10) (3108) Public way (3104.6) Swimming pool enclosures (3109) Egress (3104.7-3104.9) ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY(Chapter 32) Below Bade (3202.i \\ ) Temry(3202.4) _._ Above sracs (3202.2, 3202.3) EXISTING STRUCTURES (Chapter 34) Building materials3401.4 ( ) Change f oECupancy(3408) Additions, alterations, repairs Historic/ ed buildings (3409,3410) (34033405) Accessibility(3411) Fire Glass re ��s (3406) Compliance alternatives (3412) p 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 closers: 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 'r` • 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 T 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 2 0 (FS) — (MFS) = ME-MME 2 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- sLoAro CITY OF ORONO Street Address: Mailing Address: Telephone(952)249-4600 1." ti 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 lq Orono, MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us kESHO° October 17,2016 4L( /79 ,4pe (e. ( 0(3 // £6 Dale Richardson c, 1,e ' l c 1e" 4741 South Lake Sarah Drive Independence, MN 55359 RE: Building Finish 2060 Wayzata Boulevard 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. Have your licensed architect or engineer as required by Minnesota Administrative Rules Sec. 1800.5200 address the following items 1 through 12. F . Provide plans and a Building Code review,signed by a person licensed under State of Minnesota Statute 326.02 to 326.15 2. Need detailed description of proposed work to be done. 3. Provide location of address numbers for the building and suite numbers per International Building Code (IBC)Sec. 501.2. Provide location of Fire Department Connection and Type per. IBC Sec.903.6. 5. Provide locations of fire extinguishers and or cabinets per IBC Chapter 906. Provide details for labeling of room for fire suppression,shall be approved by Fire Chief. 7. Provide details of egress illumination per IBC Chapter 1006 interior and exterior. Provide details for door hardware meets the 2015 Minnesota Accessibility Code (MAC)Sec.404.2.6. 9. Provide details of handrail and guardrail design per IBC Chapter 1012 and 1013, also requested on plans for original building. 10. Provide details for accessible parking location(s),signage and striping per MAC Sec. 1106 and 1110. 11. Provide engineering for structural per IBC Chapter 16. 12: Provide copies of any Special Inspections conducted by previous owner if possible. This project does not meet the criteria set forth in Minnesota Rules 1800.5900 for exemption from using an architect or engineer licensed under Minnesota State Statute 326.02 to 326.15.Additional comments may be identified following review of updated information. Please call if you have any questions. Rega s, Roger Peitso Building Official City of Orono Direct:952-249-4625 Email: rpeitso@ci.orono.mn.us Fax:952-249-4616 R5- s , '4. 1 REVISOR 1800.5900 1800.5900 CLASSES OF BUILDINGS. In accordance with Minnesota Statutes, sections 326.02, subdivision 5, and 326.03, subdivision 2, the following classes of buildings are exempt subject to the limitations of the elements listed below: Classifications Elements that must be met to be exempt* Assembly (as defined by the MSBC Not greater than one story with no basement; and under occupancy group A2: Dining Seating for not more than 20 persons; and and drinking less than 50 persons) Not greater than 1,000 gross square footage (GSF) Business (as defined by the MSBC Not greater than two story with a basement; and under occupancy group B) Not greater than 2,250 GSF Factory (as defined by the MSBC Not greater than one story with no basement; and under occupancy group F2) Not greater than 3,000 GSF Mercantile (as defined by the MSBC Not greater than two story with a basement; and under occupancy group M) Not greater than 1,500 GSF Residential (as defined by the MSBC Apartment houses/condominiums (three units under occupancy group R) or less), dwellings, lodging houses, attached single-family dwellings/townhomes, and congregate residences (each accommodating ten persons or less) Storage (as defined by the MSBC Not greater than one story with no basement; and under occupancy group Sl: Aircraft Not greater than 3,000 GSF hangars and helistops) Storage (as defined by the MSBC Not greater than one story with no basement; and under occupancy group S2 except for Not greater than 5,000 GSF parking garages, open or enclosed) Utility(as defined by the MSBC under Not greater than one story with no basement; and occupancy group U except for fences Not greater than 1,000 GSF higher than 8', tanks and towers, and retaining walls with over 4' of vertical exposed face) *All terms used in this table are defined in the Minnesota State Building Code (MSBC). Statutory Authority: MS s 326.06 History: 32 SR 367 Published Electronically: July 7, 2011 Copyright©2011 by the Revisor of Statutes,State of Minnesota. All Rights Reserved. oR ,, .:.is . 1 i _....,.._......, SURVEYORS CERTIFICATE I FOR: Interspace-West, Inc. r LEGAL DE'C• I-TION: Lot 1, Block 1, AMBER WOODS OFFICE CENTRE NORTH Z. =w .1T: O 20 iVr . SCALE IN FEET �" walk R t -ra// ' � ' <4 -, 1012.2o Ret Wall 1008.80 Ret Wall .. walk Wit. I 54.08 EOF O9 . iiii C,. ► E �;s lyV,. S77 �p08.5° -------ii 09.2 x 3:37111111111.1„- ,....... 3X 3� ��— tri t:�_ 0 0, AN �`� Q ' L'° �1 it. p� 29 Dever"en o U _� • ; It 10 0 COP c'p i •—.."-- Ot� • �I t- 28.00 24.78 1009.80 \`9% /O w J1 III 280 P� /�_ 00 cG O / t J - 21.1 °Ti.3 . / le) 00 /%hj --A N I(� vs 0 I I W ♦ V .p ! -/ I I. 0 .5 Z O cc; (NI 9 -'J iv 1.11/ ^ a 3 9.5r_ --- Water Service Per Plan__----- w W O rOh Q 00 �e I 1020.40 `_` j Z x 28.50 N 8. S6, 0 0' O��, N lonte► ? S' ev Sonit. y O I O P�� IR1[1 •.O/O7 e,. 0r, Servic L rt O' �\ OD I Per Pon t• Wall A.A • i � r 4.Oi- �• 1I + wo/k :411 1019 13 __ —� ....%\\\,le RI AIN P:R PLAN I 2.O i► .t DRA A I I ilt � GE •ND UTILITY EA.EMEN OVER •LL OF LOT 6 M • SANITARY S:WE. • . PLAN LEGEND 0 Denotes iron pipe set • Denotes iron pipe found BENCHMARK.' —'—Denotes direction flow TOP NUT HYDRANT AS SHOWN ON x986.5 Denotes proposed elevation THE APPROVED GRAD/NG AND DEVELOPMENT PLAN PROPOSED AS BUILT DRAINAGE PLAN ELEVA TION=10/1.4 Building Type W.O. p FEET (NGVD 1929) W.O. 09 T� Y'YVo - Bsmt. Floor Elev. 1009.8 1009.8 First Floor Elev. 1020.4 1020.4 �v (A O w . cc 131,E e, DRAWN BY: 1 RLS PROJECT NUMBER: 04118A I hereby certify that this plan,specification or report was SUBMITTALS prepared by me or under direct supervision and that L��l DRA I am a duly Licen3�edd Surveyor under the laws /��.` I\ f-t(ie State of Minnesota. ASSOCIATES 10/?S/b7 i y -- Planning CMI Engineering • land Surveying Landscape Architecture • Environmental ory L.Synstelien / /O` 44565 0 j&7/ 77 7200 Hemlock lave Suite 300 License No. ! Dal( ' Winne �nne�V am Telephone:(783)424-5505 Far(703$24-5 SHEET 'I OF 1 SI-IPPT r - . .- ftill .6 8-41113 11141,141tpe ,\S- ..i,, 1.,,Apii. ill, co) 10,..: , , :, „,. ..,, ....-:::: ,-,,,..:. . -;.3,......-.:7,..:-.4 1 ;,..r. .. •: ''.'::,g, - '' '.1"...t. ,Z4... )----- ,i4111/4. IR 1 ,x ...„,.., P--.\c\ ti-,. -4,4" ... ,0 et. ,...„_1‘ co . .._ . ,... -.4.- i . , . If:I .:"%.71'. .. . 44" "--•, i • t . ••. . :,... :. :',...%, . -:. . , , g % ...... m .., .,, k . . , , tin 0 o o \� ' t 4,., , jig\\' \ y.� r : • n � � �� isi z :-.., 0 0 •••••••.„ •-•‘ . le 4% . -,-,E a . ,-) p , .1-- • ',. •-• •*' ..:s,t, -' ;. ". ' .g . T `� y� . . g •REBEIE ,...-. --P--, : l: -z T n i • c\;� l � m P s •• :S . "' ..%\ ''''''' • n� x, C C3 •�• "!� 4 `� % ,l'.- \. ; YYY\SII - b A• I * y ' w `. 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Not applicable ADMINISTRATION (Chapter 1) .YO AlV Com lete 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) ___Ag____ Mixed Occupancy (508.1) Accessory occupancies (508.2) lo j! �/ll GENERAL BUILDING LIMITATIONS(Chapters 5&6) l`�Qt'� 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 I 5- z 0 /m fit/ 506.2 , Area Increase Factor due to frontage, North East outh West 1,(506.2) + ' 7 Total p Frontage (F) Z� 7v " Perimeter (P) Zz T . Area Increase Factor due to automatic - Width of open space (W) _ ZO sprinklers, 1, (506.3) + _ Area Increase Factor due to frontage, /,= • Conversion factor ). (506.2) 2 418-C 00 9 zz ) W ` •z 5"1 30 If = [F- "025] 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. 3 / 50 —wet`/s L, G, . DETERMINE CONSTRUCTION TYPE CHECK ALLOWABLE AREA(506.4) Actual building area eZZ 2 z'� ft2 Allowable area per floor((AA9) '35;/ Vii~ �•7 ,i' 3, 7 x ! .fi00 = (0 ft2 Adjusted building area + Z� � � / actual building area+conversion factor conversion factor tabulat area(Table 503) Actual building height 3 1 feet Z- stories Total floor area(all stories) 77 76?ft2 Allowable building height i© feet Z-- stories Allowable floorg-f farea(all stories) Permitted types of construction 14( -- ( a 3x 14 0aft2 A lowable area per floor number of stories Type of construction assumed (A) (maximum 3) for review (602.1) � Compliance verified die 2 7- n d— 6-(/ 7 7 -4 t 7Z 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 ft stories ft stories ft2 ft2 _ ft stories ft stories ft2 ft2 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 d0Permitted types of construction la 1 Four or more story buildings A/ Type of construction assumed r (Total area ratio 5 3) !� ,� for review (602.1) Compliance verified ,Ifr' NI M / INES (505) Area limitation (505.2.1) Openness (505.2.3) Egress (505.2.2) Equipment platforms (505.3) UNLIMITEDQ 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 buildings/anchor 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 AND1) MALL BUILDINGS (402) Open space (402.1.1, 402.1.2) Plastic signs (402.6.4) Lease plan (402.3) Standpipe system (402.7.1) Area/type of construction (402.4.1) Smoke control (402.7.2) \\_. Fire separations (402.4.2-402.4.2.3) Standby power and emergency voice/alarm Open mall 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 (402.8 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 (402.8.8) -5- HIGH-RIS UILDINGS (403) Standby power (404.7) Construction (403.2) Interior finish (404.8) _ Automatic sprinkler system (403.3) Travel distance (404.9) Smoke detection (403.4.1) OTHER SPECIAL USE AND OCCUPANCY Fire alarm system (403.4.2) Underground structures (405) Standpipes (403.4.3) Motor-vehicle-related occupancies (406, 510) Emergency voice/alarm systems (403.4.4) Group 1-2 (407) _ Emergency responder radio coverage (403.4.5) Group 1-3 (408) Fire command center(403.4.6) Motion picture projection rooms (409) Smoke removal (403.4.7) Stages, platforms and technical produc- tion areas (410) Standby power (403.4.8) Special amusement buildings (411) Emergency power (403.4.9) Aircraft-related occupancies (412) Stair remoteness (403.5.1) Combustible storage (413) ' Additional stairway (403.5.2) Hazardous materials (307.1, 414) ' Stairway doors (403.5.3) Groups H-1, H-2, H-3, H-4 and H-5 (415) Smokeproof exit (403.5.4) Application of flammable finishes (416) Luminous egress path (403.5.5) Drying rooms (417) Elevators (403.6) Organic coatings (418) ATRIUMS (404) Live/work units (419) Use (404.2) Groups I-1, R-1, R-2, R-3 (420) Automatic sprinkler system (404.3) Hydrogen cutoff rooms (421) Fire alarm system (404.4) Ambulatory health care facilities (422) Smoke control (404.5) Storm shelters (423) Enclosure (404.6) Children's play structures (424) FIRE PROTECTION (Chapters 6, 7, 6, 9) FIRE-RESISTANCE-RATED CONSTRUCTION (Tables 601 &602 and Chapter 7) Note: Entry in I n I indicates required rating in hours. NC FIRE-RESISTANC ' INGS AND FIRE TESTS (703) indicates noncombustible construction required. e 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) 0 Exterior walls Rated glazing (703.6) Os Interior elements Marking and identification (703.7) Roof -6- BUILDING ELEMENTS (Table 601) _. At s (707.3.6) 8 _ __ Structural frame (704) ® (_ Incidental uses (707.3.7) Interior bearing walls ❑ Cont reqs (707.3.8) .9... Interior nonbearing walls Mixed ncy and fire area separa- V Floor construction (711) tions 7.3.9, 707.3.10, 901.7) Roof construction (711) I i Const��07.2, 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 separation �.7 l!1 SHA��(713) 1 �{- �/� distance I Construction (713.2= 713.12, 713.14) Bearing _ 0 D bl ® ® _, Refuse and laundry chutes (713.13) Nonbearing ill Elevator lobby O (713.14.1) Projections (705.2) OTHER FIR - f ISTANT CONSTRUCTION Materials/stability(705.4, 705.6) Firewalls (706) E ____ _ Opening protection (705.8.1 - 705.8.4) I I Fire partitions (708) LdVertical fire spread protection El Smoke barriers (705.8.5, 705.8.6) (709) ail Parapets (705.11) Smoke partitions (710) FIRE�IERS (707) Penetrations (714) Shaft enclosures (707.3.1) Fire-resistant joint systems (715) ri Interior exit stairway/ramp (707.3.2) Opening protectives (716) Exit access stairway/ramp (707.3.5) Dampers (717) Li Exit passageway (707.3.4) Concealed spaces (718) FlHorizontal 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 (806) Textile/expanded vinyl coverings Acoustical ceiling systems (808) (803.1.3, 803.1.4, 803.5-803.8) -7- FRE PROTECTION (Chapter 9) ChezL AUTOMATIC SPRINKLER SYSTEMS (903) Hose threads (903.3.6) (Where required) 1(e70;rej Sprinkler monitoring and alarms (903.4) 7 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) ALTERNA AUTOMATIC FIRE-EXTINGUISHING (903.2.2) SYSTE 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)2 Foam systems (904.7) Institutional (I-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) STANDPI SYSTEMS (905) ( Rubbish and linen chutes (903.2.11.2) Installation standard (905.2) Buildings over 55 ft. high (903.2.11.3) Building height (905.3.1) ?(..- Incidental uses (Table 509) Group A (905.3.2) Additional required systems Covered and open malls (905.3.3) (Table 903.2.11.6) Stages (905.3.4) International Fire Code (IFC 903.2.11.6) Underground buildings (905.3.5) AUTOMATIC SPRINKLER SYSTEMS* (903) (Design) Helistops/heliports (905.3.6) Shop drawings (107.2.2) Marinas/boatyards (905.3.7) _( NFPA 13 system (903.3.1.1) Rooftop gardens/landscaped roofs (905.3.8) 7 _ NI- system (903.3.1.2) Hose connections and locations NFPA 13D system (903.3.1.3) (905.1, 905.4, 905.5, 905.6) li Quick-response and residential heads Cabinets (905.7) (903.3.2) Dry standpipes (905.8) Actuation (903.3.4) Valve supervision (905.9) ©A Water supplies (903.3.5) -8- PORTABLE FIRE EXTINGUISHERS (906) /Initiating devices (907.4) ti!Vq iGf Required locations (906.1, 906.5, 906.6) �6( 14— — ex "'. ` o u / 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) Carbon monoxide alarms (908.7) FIRE ALARM AND DETECTION SYSTEMS (907) (Where required) SMOKE CON R 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) I /10 4 `n qt 1ieg 2'<G'2i — f 4 ) 9e%1 Smoke barriers (909.5) _ usiness (B) (w2) Pressurization method (909.6) Educational (E) (907.2.3) Airflow design method (909.7) Factory(F-1, F-2) (907.2.4) Exhaust method (909.8) 7-- High-hazard (H-5/organic coatings/highly toxic gases/organic peroxides/ Design fire (909.9) oxidizers) (907.2.5) Equipment/Power(909.10, 909.11) 7- Institutional (1-1, 1-2, 1-3, 1-4) (907.2.6) Detection and control (909.12-909.18) Mercantile (M) (907.2.7) 7Smokeproof enclosures (909.20) Residential (R-1, R-2, R-4) 7C--) (907.2.8, 907.2.9, 907.2.10) Elevator hoistway pressurization (909.21) Single/multiple station smoke alarms SMOKE HEAT VENTS (910) (907.2.11) Requirements (910.1 -910.3) High-rise buildings (907.2.13) \ Mechanical alternative (910.4) /7` Atriums (907.2.14) FIRE COMMAND CENTER (911) ') Other buildings/areas (907.2.12, 907.2./5-907.2.23) ,A j� Requirements (911.1.1 -911.1.5) FIRE ALARM AND DETECTION SYSTEMS (907) FIRE DEPARTMENT CONNECTIONS (912) (Design) 7 Installation (912.1 -912.5) u/ /� 9 x Residential smoke alarm interconnection FIRE PUMPS (913) �/l / (907.2.11.3) /X/4- 7 Residential smoke alarm power source (907.2.11.4) Requirements (913.1 913.5) � /� EMERGENCY RESPONDER SAFETY FEATURES/ Fire safety functions (907.3) RADIO COVERAGE (914, 915) k /n (_ Requirementsirem (914.1, 914.2, 915.1) c( bl, q `�" ' s?//1 r vl k/2 /r00 -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 (1005.3.1, 1005.3.2) Location Floor + Other Sq.ft./ = Occt. Area person load TotalEgress width(inch/occupant) a loads Z ®�' 7 ZG� X00 41 Stairways it ` 7 I o 17 V 30 Other egress component e Z- '0 /S;9 OJI Location Stairways Other egress a components 761 NUMBER OF EXITS (1021.1, 1021.2) Location Required Shown - i sib _.:,-_ .. 1 G\ r -10- • MEANS OF EGRESS (continued) GENERAL MEANS OF EGRESS 0 trTh Design requirements (1003.2- 1003.7) \ Door landings/Thresholds/Arrangement / 0 Encroachment (1005.7) n� D (1008.1.5- 1008.1.8) ` /a00n beans of egress illumination (1006) K oor hardware (1008.1.9, 1008.1.10) OK Exit signs (1011) 19 Stairways (1009) Ca Accessible means of egress (1007) /U// Roof access (1009.16) Door size/swing/opening force /17/4-- Ramps (1010) (1008.1 - 1008.1.3) 0-ed<1 Handrails (1012) Y)21 Special doors/Gates/Turnstiles elf e b Guards (1013) (1008.1.4, 1008.2, 1008.3) VALuminous egress path markings (1024) EXIT ACCESS 0CDoor number and arrangement Aisles (1017) (1014.2, 1015.1, 1015.2) QCorridors (1018) L_Common path of egress travel (1014.3) .• Air movement in corridors (1018.5) _Exit access travel distance (1016) ,`,Y' '*. Egress balconies (1019) �/j� EXITS/EXIT DISCHARGE '�h Exits/Exit doors (1020, 1021) �- Horizontal exits (1025) Interior exit stairways/ramps (1022) Exterior exit ramps/stairways (1026) 2 Exit passageways (1023) Exit discharge (1027) OTHER MEANS OF EGRESS 7 Miscellaneous egress requirements Assemblyaisles&features (1015.3- 1015.6) (1028.6- 1028.14) YBleachers (1028.1.1) Emergency escape and rescue(1029) XAssembly exits & egress (1028.2- 1028.5) ACCESSIBILITY* (Chapter 11) Scoping requirements (1103) Dwelling units and sleeping units (1107) 41 Accessible route (1104) Special occupancies (1108) 0 Accessible entrances (1105) Features and facilities (1109) /1146441Parking and passenger loading (1106) Signage (1110) *Also see Accessibility Plan Review Record -11- INTERIOR IOR ENVIRONMENT (Chapter 12) 40A ( Ventilation (1203)* / Sound transmission (1207) Temperature control (1204) Interior space dimensions (1f8) Lighting (1205) 2C 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) r-- Materials (1404) EIFS (1408) Exterior wall coverings/MCM's )"j HPL (1409) (1405, 1407) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES (Chapter 15) DCs Weather protection (1503) v-J1,t9Aoof 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) •e 41 STRUCTURAL SYSTEMS (Chapters 16, 17, 18) STRUCTURAL DESIGN (Chapter 16) STRUCTURAL DESIGN CALCULATIONS Roof live loads (1603.1.2, 1607.12) NQ R,el_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 pp(1608.2; 7.2 of ASCE 7) (1603) If pe> 10 psf, flat-roof snow load, Uniformly distributed floor live loads p,(7.3 of ASCE 7) (1603.1.1, Table 1607.1) If pa> 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, I$ (7.3.3, Table 1.5-2 of ASCE 7) — If pg> 10 psf, roof thermal factor, Ct(Table 7-3, 7.3.2 of ASCE 7) Sloped roof snow load,p8(7.4 of ASCE 7) Live load reduction Ponding instability (1608.3; 7.11 of ASCE 7) (1603.1.1, 1607.10, 1607.11) -12- • DESIGN LOADS (continued) Site class (1613.3.2; 11.4.2, Chapter20 of 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) (1609.3;Fig.26.5.1 of ASCE 7) Response modification coefficient, R (Table 12.2-1 of ASCE 7) Risk category (Table 1604.5; Table 1.5-1 of ASCE 7) Seismic response coefficient, Surface roughness/Exposure categories C,(12.8.1.1 of ASCE 7) (1609.4;26.7 of ASCE 7) Analysis 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 (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) (27.4,27.6, 28.4, 28.6 of ASCE 7) Earthquake design data -.-----.-. Compliance (1603.1.5, 1613;Chapters 11 - 13 and 15-23 of ASCE 7J 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, !, 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)SDs and S01 (1613.3.4; 11.4.4 of ASCE 7) Design requirements (1615.1 - 1615.4) ee Af SPECIAL INSPECTIONS AND TESTS (Chapter 17) ce 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, 22, 23) CONCRETE (Chapter 19) 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- 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, 2308.2.2,2308.11,2308.12) Fiber-, hard-, & particle-, boards (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) Roo(fabbll ers es 2308.10.3.(1]-2308.10.3(61) Joist hangers (2303.5) Roof uplift (2308.10.1) -14- • NONSTRUCTURAL MATERIALS (Chapters 24, 25, 26) 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 Interior finish and trim (2604) (2603.3,2603.5.4) 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 CES* (Chapters 27, 28, 29, 30) ELEVATO AND CONVEYING SYSTEMS (Chapter 30) Construction standard specified (3001.2) Conveying systems (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) Membrane structures (3102) _ Automatic vehicular gates (3110) _ Temporary structures (3103) Solar photovoltaic panels/modules (3111) Awnings and canopies/Marquees PEDESTRIAN WALKWAYS AND TUNNELS 3104 (3105, 3106) ( ) Signs (3107) Construction and use (3104.3, 3104.4) Telecommunication and broadcast towers — ----.--- Separation (3104.5, 3104.10) (3108) Public way (3104.6) _ Swimming pool enclosures (3109) Egress (3104.7-3104.9) ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY (Chapter 32) Below grade (3202.1) Temporary (3202.4) Above grade (3202.2, 3202.3) EXISTING STRUCTURES (Chapter 34) Building materials (3401.4) Change of occupancy (3408) Additions, alterations, repairs Historic/moved buildings (3409, 3410) (3403- 3405) Accessibility (3411) Fire escapes (3406) Compliance alternatives (3412) Glass replacement (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 closers: 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 2 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- Roger Peitso , From: Roger Peitso Sent: Tuesday, March 21, 2017 9:01 AM To: 'Commercial Building Service' OR fl Cc: Jeremy Barnhart; Christine Mattson Subject: RE: 2060 Wayzata Boulevard Dale, I sending this as re-cap of our conversation yesterday afternoon. Because of your tight schedule you did not give me the information that I asked for in my letter from October 17, 2016.That you do understand that exterior illumination of all exterior exit doors is required, battery backup for this lighting and all required interior emergency lighting is also required.You also have not given me a site plan showing the locations of the accessible parking. I understand it can be difficult to put all of these kinds of details on you construction plans when your of what not sure of what your client was going to do.So I am willing to work with you through this process of finalizing the details. Please understand that this is a daycare and part of the regulations for Little Acorns is to conduct business in a space that is code compliant and accessible.So if you not sure of whether the work you have done is adequate please make sure we look at it be for Little Acorns needs occupancy. Occupancy can only be given if the building is up to code and all life safety requirements have been met. I looked at the plans you gave to Mike for the play area, it looks like there is a problem with access to the fire hydrant with your proposed plan and that will need to be addressed as soon as possible so your work does not impede access for fire personal. Any questions please don't hesitate to call. I will get your plans ready this morning and Monica or Rachel will call you when the permit is ready for pick up. Thanks, Roger From:Commercial Building Service [mailto:CommercialBuildingSery@live.com] Sent: Friday, March 17, 2017 9:44 AM To: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: Re: 2060 Wayzata Boulevard Roger All walls are 5/8 rock lower level ceiling will be acoustical main level front 2 rooms are sheet rock ceilings north 2 rooms on main level are acoustical . All up stairs are sheet rock food prep area will have food safe covering over walls and vinyl acoustical ceiling with ceramic floors. main entry will be ceramic with vinyl flooring to be in all classrooms and gym upper level to be carpet . all bathrooms to have ceramic floors with sheet rock ceilings. As to address and parking we will have numbers on front entry it appears most of the out side issues are for occupancy but we will comply with all state regulations. All max occupancy for children are noted on print less staff toddlers and below are 3 to 1 above pre school is 20 to 1 Thanks Dale From: Roger Peitso<rpeitso@ci.orono.mn.us> Sent:Thursday, March 16, 2017 2:00 PM 1 To: 'commercialbuildingsery@live.com' Cc:Jeremy Barnhart; Christine Mattson Subject: 2060 Wayzata Boulevard Dale, Attached is a copy of the review letter for Little Acorn.Any questions please call. Sincerely Roger Peitso Building Official City of Orono Phone: 952-249-4600 Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 11(Es ROWS 2 illi DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED / ,�,c� PERMIT NO. ZZ/i - 0!It-41- COMPLETED (9, /, h P f/Ll ADDRESS Z. 0 e., nic9 Z62+ /v ci OWNER �� TELEPHONE NO. CONTRACTOR / G E DESCRIPTION 6_, - CA tok tu 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING C ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING ❑ MECHANICAL FINAL 0 RATED WALLS ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT "ii/IX,FINAL 0 WATER HOOK-UP 0 FOLLOW-UP 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v 0 DEMO-SITE 0 SEPTIC INSTALL Z• OWNERICONTRACTOR TO MEET YOU: YES_NO h COMME TS: let 0) � 1;1---1/111-A// ,,v - ha i5 u ,� - o ! (,_i,) F ni4Ai �^�i , ` i/' -(r- i-atii9o CC ✓ f , r G,, 1 /r e r/>°!/l a. 'e---eel `'i'-- 4?7"---/l, IQ s: W 0 WORK SATISFACTORY.PROCEED O PROJECT COMPLETE Ct 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY LIJ 0 )RRECT WORK,CALL FOR REINSPECTION TEMPORARY V/ BEFORE COHERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerIContra on site: Inspector: 465t ( -v White CopyAnspector's File Canary Copy/She Notice / DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. I `9tZ3Z COMPLETED �y *41,3© ADDRESS 2 "V e77'O1, 1421176 ed OWNER TELEPHONE NO. CONTRACTOR >: DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL 11.Q ❑ POURED WALL 0 PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL El TREE REMOVAL ❑ RADON SLAB ❑ MECHANICAL RI 0 SITE INSPECTION _ ❑ FRAMING ❑ MECHANICAL FINAL 0 RATED WALLS INSULATION 0 WOOD BURNER/FIREPLACE ❑ COMPLAINT ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS:cr / 0 �lr-ea/ t'e S,o� Pl. Ka y cc © `d - co v ws e K c,eiell-- Aril/optic cc 014. W CC Q W Z W CC 0 W ❑WORK SATISFACTORY:PROCEED D PROJECT COMPLETE ItW .., .•RRECT WORK&PROCEED O ISSUE CERTIFICATE OF OCCUPANCY ❑CO'RECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. D PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR CJ CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contra n site: Inspector. O" -t---- White Copy/Inspector's File Canary Copy/Site Notice TIME / CITY OF ORONO CALLED IN L 5. /7 INSPECTION NOTICE/7 7Z SCHEDULED 5 A 3 -/7 /. PERMIT NO. .2D l�o COMPLETED ADDRESS .24'/0 1311/:0( �/ Al / JwJ OWNE•. -TE j •HONE NO. / 74,f-4.06 KS CONTRACTOR ' /-th i4:-A-C /'/ - i/i/7 C-e__C i DESCRIPTION I W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING o FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL 0 ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION QFRAMING 0 MECHANICAL FINAL 0 RATED WALLS El 21\ SOLATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q0❑ WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL J ❑ DEMO-SITE 0 SEPTIC INSTALL • OWNERICONTRACTOR TO MEET YOU: YES NO W.C.-- /t COMMENTS: (/ er-- 1. - /G a. 0,7© /101" G&v'G/r /apt �4v�m,y, i 4 N. CC 2 7'"/16/r/,,l�e 9 ,rev` -ei4 /n,Q.er i.i --Fr®moi W , ang 'Ae e/-y/ty n .>cro i>tf, Q `pl y Ase/ 71,4thq/ !4-,CEJ in 1,ec imy 4 h- vOri cr�vrv'i& W W CC W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE W RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 RECT WORK CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. 0 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 OwnerlContraon site: Inspector. it 1•'1 White Copy/Inspector's File Canary CopylSite Notice V '17.___ TIME CITY OF ORONO CALLED IN 3 !w' INSPECTION NOTICE SCHEDULED -fir I-)7 9%: 6-6 PERMIT NO. 20/ 01?)? COMPLETED ADDRESS 20(0 72D11/1 fia OWNER I -. _ ' - hal r 4 I T PHQNE NO.�12I 70g-(00 CONTRACTOR (.1 S KO cleir'u ' i DESCRIPTION -16-4(-)7 tyy 0 FOOTING 0 DEMO-FINAL 0 SEPTIC ANAL ❑ POURED WALL 0 PLUMBING RI 0 EXCAV RAD NG/FILLING O ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 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 ElFOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU: YES_NO CI vs COMMENTS: o; W IX n 0 i i'V -'- j 1 fa7 4� 74761 cc CCCO 't10lf'� •C /curie c II , /44,4‘1(717 en iuQ W Z W R: CIW 0 WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE etW 0 CORRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY CI 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑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 OwnedContra on site: 464 Inspector._ / ` White Copy/inspectors File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE ‘._ SCHEDULED PERMIT NO. 401(e o 1 Z3Z COMPLETED ADDRESS 7W(B0 irtiifjet idole Na 11 OWNER .EPHONF NO. CONTRACTOR f p 1t IL)e, - 3: DESCRIPTION le - C 4 W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Lt. ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 11) 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 ■ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT J FINAL 0 WATER HOOK-UP 0 FOLLOW-UP It ❑ . BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL J 0 DEMO-SITE 0 SEPTIC INSTALL IC Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO (.1• COMMENTS: cc LU % G(32717Yr. /mG1 / ( 77-c7/-ek /'. Y e.� 'S se�u' /7 `F _ .S A(iv e cc o b CI,/ ftP 5&/V ed W cc re//,- c T��m�'ar/ � ®f ��( � apt C z 5�; lZ / n 'kc ,P1171 -f o core; o. L. Cmc /ofdd a W '4 WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE It :i CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY • BEFORE COVERING V PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contra on site: Inspector. White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION N TI ESCHEDULED PERMIT NO. Z / — UIZ,Z COMPLETED ^/T C7/T %020 ADDRESS 1/(%,vztk €%d OWNER / TELEPHONE NO. CONTRACTOR E DESCRIPTION W FOOTING ❑ DEMO-FINAL 0 SEPTIC FINAL U. ❑ RED WALL 0 PLUMBING RI ❑ EXCAV/GRADING/FILLING O ElFOUNDATION WATERPROOF 0 PLUMBING FINAL 1:1TREE REMOVAL ❑ RADON SLAB ❑ MECHANICAL RI 0 SITE INSPECTION • 0 FRAMING ❑ MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 1=1 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE ❑ SEPTIC INSTALL 2- OWNER/CONTRACTOR TO MEET YOU: YES_NO o COMMENTS: cc 1.14 Q. % i'''' #(9/e5 " J J'e3 " /2 R cP 0 j (/1.e i N. cc (9K(0/' fe2W W CC Q 2 W Z W CC J GWWORK SATISFACTORY:PROCEED G PROJECT COMPLETE W CORRECT WORK&PROCEED LI ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. LI PHOTO TAKEN INSPECTOR WILL RETURN CISTOP ORDER POSTED.CALL INSPECTOR LI CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContrac on site: i Inspector. Cr .t �� White Copy/Inspector's File Canary Copy/Site Notice i. DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE / z SCHEDULED PERMIT NO. f6.- (Y`ZJZ COMPLETED -3Wil 7 /Z•00 ADDRESS W&O 1/0ayr 7-bra "9/"`4- OWNER TELEPHONE NO. CONTRACTOR E. DESCRIPTION 4- C4 e c ta, 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 0• ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION 5 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS ▪ ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 'ci26, INAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL , 0 DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO • COMMENT& To 141(c,t",t r y _0CGI p ht C ry / t/ c h 1D k^ ,O dA 4 o C� ' i_ ha//kir s/fir ,^cr e F,�a/Qr�G c ex r" �•��s�d�l �etch 1170- f 1 0 53 - .5fv -Le /'f 11;tuc 113:1 roo,n ',, ttca �� 7te i '/EJ 4i/Ic d/ci /Gi-.. CookicI/- tki Ix W 0 WORK SATISFACTORY:PROCEED U PROJECT COMPLETE CCW C. CORRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY • 0 0*•RECT WORK,CALL FOR REINSPECTION TEMPORARY , BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. U PHOTO TAKEN INSPECTOR WILL RETURN D STOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OtivnerlContra on site: Inspector. ( _7. WhIte Copy/Inspector's FIN Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION N IC SCHEDULED PERMIT NO. �h he- 0!Z64 COMPLETED V 7 Z:Co ADDRESS O (,O W oV?«4 U OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING CO ❑ 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 ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT INAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL 0 DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES NO WMM9VTS: L04 G.`t' rklP cc � ��ru�� cq 1ADp -1d 44 - -Cmc d,c iiI .� /�u �tcc +, W � z h*CA L;A1/ Lt'` -(1'10"1/11- W cc W 0 WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CC0 CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY CI ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. 0 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 OwnerlContra r on site: Inspector: 1/7/_t White Copyllnspector's File Canary Copy/Site Notice 16403.0CBS .PERMIT SET 3-8-2017 CERTIFICATION CLIENT APPROVAL SHEET INDEX I HEREBY CERTIFY THAT THIS PLAN, AS A REPRESENTATIVE OF: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION,AND IACCEPT AND APPROVE THE INFORMATION PRESENTED THAT I AM A DULY LICENSED ARCHITECT UNDER IN THIS DRAWING SET AS A REPRESENTATION OF OUR THE LAWS OF THE STATE OF MINNESOTA. DESIGN INTENT. SHOULD OWNER INITIATE CHANGES THAT RESULT IN REVISIONS AND/OR MODIFICATIONS ADDITIONAL DESIGN SERVICE FEES WILL BE CHARGED. SHEET# SHEET DESCRIPTION TO; • • AGEN,AIA, NCARB ARCHITECTURAL REGISTR •N NUMBER: 18074 TITLE: A000 TITLE SHEET, CODE REVIEW,AREA MAP 0 A200 LOWER AND FIRST LEVEL FLOOR PLANS 0 A201 SEOND LEVEL FLOOR PLAN 0 APPLICABLE CODES A400 ENLARGED TOILET PLANS AND ELEVATIONS 0 INTERNATIONAL BUILDING CODE (IBC) 2012 AMENDMENTS IN MSBC: CHAPTER 1300 2015 AMENDMENTS IN MSBC: CHAPTER 1341 2015 AMENDMENTS IN MSBC: CHAPTER 1307 2015 INTERNATIONAL FIRE CODE (IFC) 2012 INTERNATIONAL MECHANICAL AND FUEL GAS CODE 2012 AMENDMENTS IN MSBC: CHAPTER 1346 2015 STATE BUILDING CODE (MSBC) 2015 MN PLUMBING CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2012 W/ASH RAE 90.1-2010 CRITERIA AMENDMENTS IN MSBC: CHAPTER 1323 2015 NATIONAL ELECTRICAL CODE 2014 MN STATE FIRE CODE 2015 OCCUPANCY REQUIREMENTS FIRE SPRINKLLR 1'KOl LCI ION: FULL SPRINKLED TYPE OF CONSTRUCTION: V-B BUILDING OCCUPANCY: E (DAYCARE) LOWER LEVEL USF: 3,034 SF FIRST LEVEL USF 2,960 SF SECOND LEVLE USF: 1,550 SF 1. ON THE FLOOR PLANS EACH ROOM IS NOTED WITH THE NUMBER OF STUDENTS AND _ ROOM SQUARE FOOTAGE. WITH OCCUPANCY FACTOR OF 35;TWO EXITS ARE NOT REQUIRED OUT OF THE INDIVIDUAL CLASS ROOMS. i 2. IBC 1015.6 DAY CARE MEANS OF EXIT. ROOMS WITH MORE THAN 10 STUDENTS 2.5 YEARS OF AGE OR LESS REQUIRE TWO EXITS OR EXIT ACCESS DOORWAYS. CLASSROOM#113, 105 AND 011 WILL REQUIRE TWO EXITS 3. FIRST FLOOR HAS AN ACCESSIBLE PATH TO THE ENTRANCE TO THE BUILDING 4. LOWER LEVEL HAS AN ACCESSIBLE PATH TO THE ENTRANCE TO THE BUILDING 5. SECOND LEVEL IS AN "E" OCCUPANCY: 1,550 SF -OCCUPANCY FACTOR= 100; 1550/100= 16 OCCUPANCY LESS THAN 30 THEREFORE AN ELEVATOR IS NOT REQUIRED. 6. ADULT ACCESSIBLE RESTROOMS ARE LOCATED ON LOWER LEVEL AND SECOND LEVEL. 7. CHILDREN ACCESSIBLE RESTROOMS ARE LOCATED ON FIRST FLOOR. 8. PER MN DAYCARE REGULATIONS 1 WATER CLOSET AND 1 LAVATORY IS REQUIRED PER AREA MAP EVERY 15 STUDENTS. PROPOSED: 98 STUDENTS REQUIRED: 7 WATER CLOSETS AND 7 LAVATORIES PROVIDED: 8 WATER CLOSETS AND 13 LAVATORIES ! DiCkey Luka:Or I t3ag �'L44k (A. )t*en Oats,Garden 03 iter&Landscaping SERVICE 8000 V4J,.riati.Ova0 E. 0 a ,11 vti a