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3485 Promenade Ave - City Vue II 2017-04-11 Architectural PlansT100TITLE SHEET & CODEREVIEWCITY VUE 2 LABELTYPEBATHQTY. TOTALGROSS SFTOTALGROSS SFNOTESAONE BEDROOM156133065-BONE BEDROOM1106176170-B1ONE BEDROOM145872348-B2ONE BEDROOM11575575-CONE BEDROOM1106616610-DONE BEDROOM1156199285-EONE BEDROOM176984886-E1ONE BEDROOM146862744-E2ONE BEDROOM187285824UNITS 202 & 302 TYPE 'A' ACCESSIBLEE3ONE BEDROOM126881376-FONE BEDROOM187846272-F1ONE BEDROOM127621524-GONE BEDROOM1116987678-G1ONE BEDROOM136862058-HONE BEDROOM147843136-H1ONE BEDROOM11762762-JONE BEDROOM158514255-KTWO BEDROOM2810278216-K1TWO BEDROOM1.529581916-LTWO BEDROOM2911109990-L1TWO BEDROOM2111001100TYPE 'A' ACCESSIBLEMEFFICIENCY11575575-NEFFICIENCY11606606-ONE BEDROOM TOTAL10068568-TWO BEDROOM TOTAL2021222-EFFICIENCY TOTAL21181BUILDING TOTAL12290971-RESIDENTIAL CODE REVIEWCity Vue 2 Code Review8/31/162015 Minnesota Building Code2015 Minnesota Accessibility CodeCHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION310.4R-2: More than 2 dwelling units311.3S-2: Low hazard storage, parking garagesCHAPTER 4 - SPECIAL REQUIREMENTS BASED ON USE AND OCCUPANCY406.4.6Mixed Separation: Parking garages shall be separated from other occupancies inaccordance with Section 508.1.420.2Separation Walls: Walls separating dwelling units in the same building shall complywith Section 708 (Fire Partitions)420.3Horizontal separation: Floor ceiling assemblies separating dwelling units in the samebuilding shall comply with Section 711 (Horizontal Assemblies)CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREASTable 503R-2 Type III-B: Allows 16,000 sf, 4 stories, 55 ft above gradeS-2 Type III-B: Allows 26,000 sf, 3 stories, 55 ft above grade504.2Automatic sprinkler system increase: Buildings equipped with an automatic sprinklersystem per NFPA 13, height may be increased by 20 feet and the number of stories maybe increased by 1.Allowable stories (R-2) = 5Actual stories = 5Allowable height (R-2) = 75 ftActual height = 54'-0” +/-506.1Building Area Modification (R-2)Aa = {16,000 + (16,000 x 0.50) + (16,000 x 2)} = (16,000 + 8,000+ 32,000)Aa = 56,000 allowable sf per floor Actual sf per floor (R-2): Total _First floor 22,267 sfSecond floor22,267 sfThird floor22,267 sfFourth floor22,267 sfFifth floor21,736 sf Total 110,804 sfGarage floor = 22,865 gsf (S-2) No area modification required506.2Frontage increase: If = (716.83/955.66 - 0.25) 30/30 = 0.50506.3Automatic sprinkler system increase: Is = 2 for R-2 equipped with an automaticsprinkler system per NFPA 13.506.4Basements: A single basement that is not a story above grade need not be included inthe total allowable area, provided the basement does not exceed the area permittedfor a building with only one story above grade.506.4.1Area determination: Maximum area of a building with NFPA 13 sprinklers, multiplyby 3 for buildings with more than three stories above grade.56,000 sf x 3 = 168,000 sf maximum allowable building sf508.2Accessory Occupancies: Occupancies ancillary to the main occupancy of the building.Aggregate accessory occupancies shall not occupy more than 10 percent of the buildingarea of the story in which they are located.Community room (A-3): 746 gsfFitness room (A-3): 698 gsf(746+698)/ 22,267 = 0.065 = 6.5%Table 508.4Separated occupancies: 1 HR (S-2) - (R-2)Table 509Incidental Uses: Trash Collection Room over 100 sf. Provide automatic sprinkler system.CHAPTER 6 - TYPES OF CONSTRUCTIONTable 601Type III-B construction: All building elements are 0 HR fire rated except exterior bearingwalls which are 2 HR.See Table 602 for exterior non-bearing walls for both types of constructionTable 602Exterior non-bearing walls in R occupancies are 0 HR rated for III-B construction whenthe fire separation distance is greater than 30 ft.Exterior non-bearing walls in R occupancies are 1 HR rated for III-B construction whenthe fire separation distance is less than 30 ft.CHAPTER 7 - FIRE RESISTANCE RATED CONSTRUCTIONFire Separation Distance: distance measured from the building face to:1.Closest interior lot line2.Centerline of a street, alley or public way3.To an imaginary line between two buildings on the propertyFire Separation Distances:1.West - varies from 13'-6” to 17'-6”2.South -greater than 30'3.East - greater than 30'4.North (east Side)- 0'5.North (west Side) - greater than 30'6.Courtyard East - greater than 30'7.Courtyard North - greater than 30'8.Courtyard West - greater than 30'705.5Fire resistance rating of exterior walls: The fire rating of walls with a fire separationdistance of greater than 10' shall be rated for exposure to fire from the inside. The firerating of walls with fire separation distance of 10' or less shall be rated for exposure tofire from both sides.705.6When parapet walls are not required, the exterior wall for fire-resistance ratingpurposes stops at the roof/ceiling construction (from Code Commentary)Table 705.8No limit to the maximum area of unprotected/sprinklered exterior wall openingswhen the fire separation distance is greater than 20 ft. (east and partial north, south,and west)75% unprotected/sprinklered openings allowed when the fire separation distance is15-20' (partial west)45% unprotected/sprinklered openings allowed when the fire separation distance is10-15' (partial west)No openings permitted when the fire separation distance is 0-3' [North (east side)]705.9.5Vertical separation of openings: Openings in exterior walls shall be separated by 5 feetverticallyException: Does not apply to buildings equipped with an automatic sprinkler system705.11Parapets, exceptions #6: Parapets are not required on an exterior wall where the wall ispermitted to have at least 25% of the exterior wall containing unprotected openingsbased on fire separation distance. This would include any wall with a fire separationdistance of 10 feet which includes all our walls except the North (east side) wall. Onlythat wall requires a parapet based on fire separation distance..707Fire Barriers707.3.1 Shaft enclosures shall be fire barriers that comply with Section 713.4 (2 HR)707.3.2Interior exit stairways shall be fire barriers that comply with Section 1022.1 (2 HR)707.4Exterior walls: Where exterior walls serve as a part of a shaft or stairway enclosure,such walls shall comply with the requirements of Section 705 for exterior walls and thefire resistance rated enclosure requirements shall not apply707.5Fire barrier continuity: Fire barriers shall extend from the top of the foundation orfloor/ceiling assembly to the underside of the floor or roof deck above and shall becontinuous through the concealed spaces.Exception #2: Shaft enclosures shall be permitted to terminate at a top enclosurecomplying with 713.12707.6Openings: Openings in a fire barrier shall be protected in accordance with Section 716.Exception #1: Openings shall not be limited in size where adjoining fire areas aresprinklered per NFPA 13.708Fire Partitions708.1 Fire Partitions:Walls separating dwelling unitsCorridor walls708.3Fire partitions shall have a fire resistive rating of not less than 1 HR708.4Continuity: Exception #3: Where the corridor ceiling is constructed as required for thecorridor walls, the walls shall be permitted to terminate at the upper membrane of theceiling.Exception #6: Draftstopping is not required at the partition line in buildings equippedwith an automatic sprinkler system installed throughout, provided that the sprinklersare installed in combustible floor/ceiling roof/ceiling spaces.708.6Openings: Openings in a fire partition shall be protected in accordance with Section716 as required for fire partitions.711.3Horizontal assemblies: Floor assemblies separating dwelling units in R-2 constructionshall have a minimum of 1 HR rating.Exception: Dwelling and sleeping unit separations in buildings of type III-B constructionshall have a fire-resistance rating of not less than ½ HR in buildings equippedthroughout with an automatic sprinkler system.712.1.1Shaft enclosure required: Openings through a floor/ceiling assembly shall be protectedby a shaft enclosure.713.4Shaft wall fire resistance rating: Shaft enclosures shall have a fire resistance rating of 2HR where connecting four or more stories.713.6Where exterior walls serve as part of a shaft enclosure, such walls shall comply withSection 705 for exterior walls and the fire-resistance-rated enclosure shall not apply.713.7Openings: Openings in a shaft enclosure shall be protected in accordance with Section716 as required for fire barriers.713.7.1Openings other than those necessary for the purpose of the shaft shall not be permittedin shaft enclosures.713.11Enclosure at the bottom: They shall be enclosed at the lowest level with theconstruction of the same fire-resistance rating as the lowest floor through which theshaft passes, but not less than the rating required for the shaft enclosure (2HR).713.12Enclosure at the top: Shaft enclosure should extend to the underside of the roofsheathing or shall be the same rating as the shaft (2 HR). Elevator overrun (1 HR)extends through roof.713.13.1Refuse chutes enclosures: Shall be enclosed per 713.4. Openings shall be protected inaccordance with 716.713.13.3Refuse chute access rooms: Refuse chute rooms shall be enclosed by fire barriers notless than 1 HR fire rated and openings shall be 45 min. fire rated.713.13.4Termination room: Refuse chutes shall terminate in a room with a 2HR rated firebarrier per 707 and openings shall be 2 HR fire rated.713.14.1Elevator lobby: Shall be provided at each floor where the elevator shaft connects morethan 3 stories.Exception #4: not required where the building is sprinklered per NFPA 13716.5.3.1Smoke and draft control: Fire door assemblies shall also meet the requirements forsmoke and draft control in accordance with UL 1784. Installation of smoke doors shallbe in accordance with NFPA 105.Table 716.52 HR fire walls require a 90 min door2 HR shaft walls (stairs) require a 90 min door (fire barrier)1 HR corridor walls require a 20 min door (fire partition)1 HR incidental use fire barriers require a 60 min door (trash rooms)1 HR exterior walls require a 60 min door718.3.2Draftstopping in floors, exception #1: In R-2 not required in buildings sprinklered perNFPA 13718.4.2Draftstopping in attics in R-2, exception #2: Draftstopping not required in buildingsequipped throughout with an automatic sprinkler system.CHAPTER 9 - FIRE PROTECTION SYSTEMS903.2.1.3Fire sprinklers required in A-3903.2.8Fire sprinklers required in R-2903.2.10Fire sprinklers required in S-2903.2.11.2Rubbish chutes: An automatic sprinkler system shall be installed at the top of therubbish chutes and in their terminal rooms. Chutes shall have additional sprinkler headsinstalled at alternate floors and at the lowest intake. Chute sprinklers shall be accessiblefor servicing.903.3.1.1NFPA 13 sprinkler system: Where sprinklers are required in a building or portionthereof, sprinklers shall be installed per NFPA 13905.3.1Standpipes required by building height: Standpipes shall be installed in buildings wherethe highest floor level is more than 30 feet above the level of fire department vehicleaccess.Exception #1: Class 1 standpipes are allowed in buildings equipped with a fire sprinklersystemCHAPTER 10 - MEANS OF EGRESS1003.5Elevation change: Exception #1: A single step with a maximum riser height of 7 inches ispermitted for buildings with R-2 occupancy at exterior doors not required to beaccessible by Chapter 11.Table 1004.1.2Occupant Load R-2Total _First floor22,267/200 = 112Second floor22,267/200 = 112Third floor22,267/200 = 112Fourth floor22,267/200 = 112Fifth floor21,736/200 = 109Occupant Load S-2Garage floor = 22,865 / 200 = 115 occupantsOccupant Load A-3Community Room: 686 nsf/15 net = 46Fitness room: 698 gsf/50 gross = 141004.3 Posting of occupancy load: Assembly spaces shall have occupancy load postedconspicuously near the exit access doorway1004.6Multiple occupancies: Where a building contains two or more occupancies, the meansof egress requirements shall apply to each portion of the building based on theoccupancy of that space. Where two or more occupancies utilize portions of the samemeans of egress system, those egress components shall meet the more stringentrequirements of all occupancies that are served.1005.3Egress width per occupant served (stairways with sprinkler system)112 maximum x 0.2 = 23” required (88” provided - 2 stairways)Egress width per occupant served (other egress components with sprinkler system) 112 maximum x 0.15 = 17” (72” provided - 2 doors)1005.6Egress convergence: The capacity of the means of egress from the point ofconvergence shall not be less than the sum of the two floors.Stairways: First floor + Garage floor = 112 + 115 = 227 x 0.2 = 46” (92” provided - 2stairs)Other Egress Components: First floor + Garage floor = 227 x 0.15 = 35” (72” provided -2 doors)1007.1Two accessible means of egress are required.1007.2Accessible means of egress may include stairways that comply with 1007.31007.2.1 Elevators required: Required as an accessible means of egress in buildings four or morestories above grade.1007.3Exit stairways in order to be considered part of an accessible means of egress mustincorporate an area of refuge and be 48” wide.Exception #1: The clear width of 48” is not required in sprinkled buildingsException #2: Areas of refuge are not required in sprinkled buildings1007.4Standby power shall be provided in accordance with Chapter 27 and section 3003. Theelevator shall be accessed from either an area of refuge complying with Section 1007.6or a horizontal exit.Exception #2: Elevators are not required to be accessed from areas of refuge orhorizontal exit in sprinklered buildings.1007.8Two-way communication shall be provided at the elevator landing on each accessiblefloor.1008.1.2Door swing: Doors shall swing in the direction of egress travel where serving anoccupant load of 50 or more occupants1008.1.5Floor elevation: There shall be a floor or landing on each side of a door.Exception #2: exterior doors as provided for in Section 1003.5, exception #1 (allows 7”)Exception #5: Exterior decks, patios, or balconies that are part of Type B dwelling units,have impervious surfaces, and are not more than 2” below finished floor level of theadjacent interior space of the dwelling unit.1009.2Interior exit stairways shall lead directly to the exterior of the building or shall beextended to the exterior of the building with an exit passageway conforming to Section1023, except as permitted in Section 1027.1.1009.4Stairway width: 44” required1009.16Stairway to roof: Can be by roof hatch not less than 16 sf and with a minimumdimension of 24”.Fall protection needs to be provided when the required access is located closer than 10feet.1012.6Handrail extensions: Handrails shall extend horizontally at least 12” beyond the top andbottom riser1013.7Guards shall be provided where the roof hatch opening is located within 10 feet of aroofedge and such edge is located more than 30 inches above grade below. The guardshall be constructed so as to prevent passage of a sphere 21 inches in diameter.1013.8Window sills: Operable portions of windows shall not allow passage of a 4 inchdiameter sphere where such openings are located within 36 inches of the finished floor.Table 1014.3Common path of egress travel: 125 ft (R-2) and 100 ft. (S-2) with sprinkler systemTable 1015.1 Spaces with one means of egress: Community Room = 686 nsf/ 15 (46 occupants)and Fitness Room = 698 gsf 50 (14 occupants). Each has one means of egress.1015.2Exception #2: where a building is sprinklered, the separation distance of the exit doorsshall not be less than 1/3 the length of the maximum overall diagonal dimension of thearea served.1016.1Exit Access Travel DistanceR-2 occupancy with sprinkler system = 250 ft allowed (distance between two exits is 283ft / 2 = 141.5 ft max)S-2 occupancy with sprinkler system = 400 ft allowed (distance between two exits is 298ft / 2 = 149 ft max)Table 1018.1Sprinklered buildings can have ½ HR corridor fire resistance ratings1018.4Dead ends: Exception #2: in sprinklered buildings, the length of the dead-end corridorsshall not exceed 50 ft.Table 1021.2(1)When the number of dwelling units per floor exceeds 4 units, 2 exits arerequired1027.1Exit Discharge: Exits shall discharge to the exterior of the building. The exit dischargeshall not reenter the building.1029.1 Emergency Escape and RescueException #1: Emergency escape and rescue: openings are not required in R-2occupancies with two exits that are fully sprinkleredCHAPTER 11 - ACCESSIBILITY1103.2.9Equipment spaces: Spaces frequented only by personnel for maintenance, repair ormonitoring of equipment are not required to be accessible, including mechanical,electrical and communication equipment rooms.1104.1Accessible routes within the site shall be provided from public streets and sidewalks tothe accessible building entrance.1106.2Accessible parking in Groups R occupancy: 2% of parking spaces must be accessible.(63 spaces x .02 = 2 spaces required) Two are provided, one is van accessible.1107.6.2.1.1Type A units required in buildings with 7 units or more. At least 2% shall be Type A.The Type A units must be dispersed among the various classes of units 122 units x .02 = 3 Type A units are required (3 are provided)1107.6.2.1.2 Type B units are required in buildings with 4 or more units. Every unit is required tobe a Type B unit. Type B units to be Option ACHAPTER 29 - PLUMBINGTable 2902.1A-3 Occupancy = 259.54 occupantsWater closets (male); 1 per 125259.54/ 125 = 2.081 toilet, 1 urinal, 2 sinkWater closets (female); 1 per 65259.54/ 65 = 3.994 toilets, 2 sinksSHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1UNIT MATRIXDRAWING INDEXSheet NumberSheet TitleT - 100TITLE SHEET AND CODE REVIEWCIVILC - 0.0TITLE SHEETC - 0.1SITE SURVEYC - 1.0REMOVALS PLANC - 2.0SITE PLANC - 3.0GRADING PLANC - 4.0UTILITY PLANC - 5.0CIVIL DETAILSC - 5.1CIVIL DETAILSSW1.0SWPPP-EXISTING CONDITIONSSW1.1SWPPP-PROPOSED CONDITIONSSW1.2SWPPP-DETAILSSW1.3SWPPP-NARRATIVESW1.4SWPPP-ATTACHMENTSSW1.5SWPPP-ATTACHMENTSLANDSCAPEL - 1.0LANDSCAPE PLANL - 1.1LANDSCAPE DETAILSL - 2.0AMENITY TERRACE LAYOUT PLANL - 3.0SITE LAYOUT PLANL - 3.1PHOTOMETRICS PLANL - 4.0DETAILSARCHITECTURALA001BUILDING SYSTEMS AND WALL TYPESA100GARAGE FLOOR PLANA101FIRST FLOOR PLANA102SECOND & THIRD FLOOR PLANA102AFOURTH FLOOR PLANA103FIFTH FLOOR PLANA104ROOF PLANA200ELEVATIONSA201ELEVATIONSA300BUILDING SECTIONA301ELEVATOR AND WALL SECTIONSA302WALL SECTIONSA303WALL SECTIONSA304VERTICAL CIRCULATIONA305VERTICAL CIRCULATIONA400ENLARGED UNIT PLANSA401ENLARGED UNIT PLANSA402ENLARGED UNIT PLANSA403ENLARGED BUILDING PLANSA500DETAILSA501DETAILSA600DOOR AND WINDOW SCHEDULES, TYPES AND DETAILSA601ROOM FINISH SCHEDULEA700INTERIOR ELEVATIONSA701INTERIOR ELEVATIONSA702INTERIOR FINISH PLANSTRUCTURALS000GENERAL STRUCTURAL NOTES & SHEET INDEXS100FOUNDATION PLANS101FIRST FLOOR PRECAST PLANS101LPRECAST LOADING PLANS101SWSHEAR WALL WOOD FRAMING PLANS102SECOND FLOOR PRECAST PLANS103TERRACE - POOL LEVEL PRECAST PLANS104WOOD FRAMING PLAN 2ND THRU 4TH FLOORS104SWOOD FRAMING PLAN 2ND THRU 4TH FLOORS105WOOD FRAMING PLAN 2ND THRU 4TH FLOORS106WOOD FRAMING PLAN 2ND THRU 4TH FLOORS200PRECAST ELEVATIONSS201PRECAST ELEVATIONSS500FOUNDATION DETAILSS501FOUNDATION DETAILSS502FOUNDATION DETAILSS503S600PRECAST FRAMING DETAILSS601PRECAST FRAMING DETAILSS602PRECAST FRAMING DETAILSS603PRECAST FRAMING DETAILSS604PRECAST FRAMING DETAILSS605S700WOOD FRAMING DETAILSS701WOOD FRAMING DETAILSS702WOOD FRAMING DETAILSS703WOOD FRAMING DETAILSS704WOOD FRAMING DETAILSS705WOOD FRAMING DETAILSPRELIMINARY PRICING ISSUEDRE-ISSUED, NOT RE-DATEDNOT ISSUEDLEVELQTY. TOTALCOMPACTSTALLSNOTESAPT. BASEMENT6492 ACCESSIBLERAMP BASEMENT374-RAMP FIRST392-RAMP SECOND411-TOTAL STALLS18116-PARKING MATRIXF&F PRELIM PRICINGLEVEL TOTALCU.FT.NOTESRAMP FIRST--RAMP SECOND2907-GARAGE FLOOR10449-FIRST FLOOR540-SECOND FLOOR1413-THIRD FLOOR1782-FOURTH FLOOR1413-FIFTH FLOOR1782-TOTAL20286-STORAGE MATRIXF&F ISSUE 10/12/16 TO DATE ASI #1OPEN GARAGE CODE REVIEWCity Vue II Parking Garage Code Review2015 Minnesota Building Code2015 Minnesota Accessibility CodeCHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION303.4A-3: Pool deck and outdoor terrace311.3S-2: Low hazard storage, open parking garagesNon sprinkleredCHAPTER 4 - SPECIAL REQUIREMENTS BASED ON USE AND OCCUPANCY406.4.1Clear height of each floor level in vehicle and pedestrian traffic areas shall be not lessthan 7 feet.406.4.3Vehicle Barriers not less than 2 feet 9 inches high shall be placed at the end of drivelanes and parking spaces where the vertical distance to the ground is greater than 1foot. Vertical barriers should comply with loading requirements of Section 1607.8.3.406.4.6Mixed Separation: Parking garages shall be separated from other occupancies inaccordance with Section 508.1.406.5.1Construction: Open parking garages shall be of Type I, II or IV construction406.5.2 Openings for natural ventilation purposes: Uniformly distributed openings on two ormore sides. Interior walls not less than 20 percent open. The area of such openings inexterior walls on a tier shall be not less than 20 percent of the total perimeter wall areaof each tier. The aggregate length of the openings shall be not less than 40 percent ofthe perimeter of the tier.CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREASTable 503S-2 Type II-A: Allows 39,000 sf per story, 5 stories, 65 ft above gradeA-3 Type II-A: Allows 15,500 sf per story, 3 stories, 65 ft above gradeActual sf per floorTotalBasement floor(S-2)11,647 gsfFirst floor (S-2)12,488 gsfSecond floor (S-2)12,488 gsfThird floor (A-3)12,488 gsf504.2Automatic sprinkler increase: No sprinklers506.1Building area modification: None required506.2Frontage increase: None required506.4Basements: A single basement that is not a story above grade need not be included inthe total allowable area, provided the basement does not exceed the area permittedfor a building with only one story above grade.506.5.2Mixed occupancy, more than one story above grade: Each story shall individuallycomply with the applicable requirements of 508.1 (3 story building)508.4.1Separated occupancies: Separated occupancies shall be individually classified inaccordance with 302.1. Each separated occupancy shall comply with the code based onthe occupancy classification of that portion of the building508.4.4Individual occupancies shall be separated from adjacent occupancies in accordance withTable 508.4Table 508.4Required separation of occupancies: The horizontal separation between the A-3 andS-2 occupancy in a non-sprinklered building is 1 HRCHAPTER 6 - TYPES OF CONSTRUCTIONTable 601Type II-A construction: All building elements are 1 HR fire rated (except interiornon-bearing walls which we have none)Table 602There are no non-bearing exterior wallsCHAPTER 7 - FIRE RESISTANCE RATED CONSTRUCTION706Fire Walls: Each portion of a building separated by a fire wall shall be considered aseparate building and shall provide a complete separation.From the Code Commentary: Fire walls serve to create separate buildings for purposesof allowable area and type of construction.706.2Structural stability: Fire walls shall have sufficient structural stability under fireconditions to allow collapse of construction on either side without collapse of the wallfor the time required by the fire-resistance rating.706.6.1 Stepped buildings, exception #1: The fire wall may terminate at the underside of theroof deck of the lower roof, the lower roof must be 1 HR fire rated for 10 feet and theremay be no openings in the roof within 10 feet.706.8Openings: Openings in a fire wall shall be in accordance with 716.5 and shall not exceed156 square feet per level (or 25% of the wall length).·Garage basement: Shutter door is 131 sf + person door is 21 sf = 152 sf·First and second floor: person door is 21 sfFire wall stops at ceiling of second floor713Shaft enclosure required: Exit access stairways shall be protected in accordance with1009.713.4Shaft wall fire resistance rating: Shaft enclosures shall have a fire resistance rating of 1HR where connecting less than four stories.713.6Exterior walls: Where exterior walls serve as a part of a shaft enclosure, such walls shallcomply with the requirements of Section 704 for exterior walls and the fire resistancerated enclosure requirements shall not apply713.7Openings: Openings in a shaft enclosure shall be protected in accordance with Section715 as required for fire barriers.713.12Enclosure at the top: Shaft enclosure should extend to the underside of the roofsheathing or shall be the same rating as the shaft (1 HR).Table 716.53 HR fire walls require a 3 HR door1 HR shaft walls (stairs) require a 60 min door (fire barrier)CHAPTER 10 - MEANS OF EGRESSTable 1004.1.2Occupant LoadBasement floor (S-2)11,647/200 = 59 First floor (S-2)12,488/200 = 63 Second floor (S-2)12,488/200 = 63 Third floor (A-3)(7,206 deck/15 = 480) + (1,439 pool/50 = 29) + (1,458 volleyball court/50 = 29) = 538 occupants1005.3.1Required stairway width, exception: Egress width per occupant served (stairways withsprinkler system)538 maximum x 0.2 = 108” required (132” provided - 3 stairways)1005.3.2Required other egress components, exception: Egress width per occupant served(other egress components with sprinkler system) 538 maximum x 0.15 = 81” (108” provided - 3 doors)1005.6Egress convergence: The capacity of the means of egress from the point ofconvergence shall not be less than the sum of the two floorsOpen Garage (3 exits) Basement = 59/3=20 occupants per stairOpen Garage (3 exits) First floor = 63/3=21 occupants per stairApartment Building (2 exits) Basement = 115/2=58 occupants per stairApartment Building (2 exits) First floor = 112/2=56 occupants per stairStairway C: First floor open garage + Basement open garage = 20 + 21 = 42 x 0.2 =9” (44” provided)Stairway A: First floor open garage and apartment + Basement floor open garage andapartment garage = [21 (S-2) + 58 (R-2)] + [20 (S-2) + 56 (S-2)] = 155 x 0.2 =31” (44” provided)Other Egress Components:Stairway C: First floor open garage + Basement open garage = 20 + 21 = 42 x 0.15 =7” (44” provided)Stairway A: First floor open garage and apartment + Basement floor open garage andapartment garage = [21 (S-2) + 58 (R-2)] + [20 (S-2) + 56 (S-2)] = 155 x 0.15 =24” (44” provided)1007.1Two accessible means of egress are required.1007.2Accessible means of egress may include stairways that comply with 1007.31007.2.1 Elevators required: Required as an accessible means of egress in buildings four or morestories above grade. Four story buildings such as ours are only considered three storiesabove grade - therefore this requirement does not apply to us1007.3Exit stairways to be considered part of an accessible means of egress must incorporatean area of refuge and be 48” wide.Exception #4: Areas of refuge are not required in an open parking garage.1008.1.2Door swing: Doors shall swing in the direction of egress travel where serving anoccupant load of 50 or more occupants1008.1.4Floor elevation: There shall be a floor or landing on each side of a door.1009.1Stairway width: 48” required for Stairs C and D (accessible stairs per 1007.3)1012.6Handrail extensions: Handrails shall extend horizontally at least 12” beyond the top andbottom riser1015.1.1When the occupant load per story is 501-1,000, 3 exits are requiredTable 1016.2Exit Access Travel DistanceA-3 occupancy without sprinkler system = 200 ft allowedS-2 occupancy without sprinkler system = 300 ft allowed1025.1Horizontal exits: Where two or more exits are required, not more than one-half of thetotal exits shall be horizontal exits.The area into which a horizontal exit leads shall be provided with exits adequate tomeet the occupant requirements of this chapter, but not including the added occupantcapacity imposed by persons entering it through horizontal exits from another area. Atleast one exit shall lead directly to the exterior.1025.2The separation between buildings connected by a horizontal exit shall be provided by afire wall complying with Section 705 and have a fire-resistance rating of not less than 2HR.1024.1Exit Discharge: Exits shall discharge to the exterior of the building. The exit dischargeshall not reenter the building.PRICING SET BUILDING PERMIT CODE REVIEW COMM. ASI#9 - CLOSET DOORS2 4.26.2017ASI #11 - CLOSET DOORS REVISION2 UNIT PLUMBING WALLSHAFT WALL2 HOUR FIRE RATING BASED ON ULU301, S.T.C. 52-58·(2) LAYERS 58" TYPE "X" GYP. BD. BOTHSIDES OF SHAFT STUD·2X4 WOOD STUDS @ 16" O.C. MAX·R11 BATT INSULATION6"3" 812"·(1) LAYERS 58" TYPE "X" GYP. BD.·(2) LAYERS R11 BATT INSULATION·2X8 WOOD STUDS @ 16" O.C. MAX·WRAP PIPES COMPLETELY WITH SOUNDATTENUATION BLANKET·(1) LAYERS 58" TYPE "X" GYP. SHEATHING·(1) ADDITIONAL LAYER 58" TYPE "X" W.R.GYP. BD. @ TUBS AND SHOWERSS(2) 2X4 SHAFT WALLS1·(1) LAYERS 58" TYPE "X" GYP. BD.·12" RESILIENT CHANNEL @ 24" O.C.·STAGGERED 2X4 WOOD STUDS @ 16"O.C. MAX·(2) LAYERS R11 BATT INSULATION·38" AIRSPACE·(2) LAYERS 58" TYPE "X" GYP. BD. BOTHSIDES OF SHAFT STUD6"518" 11"DIMENSIONS ARE TO CL OF SHAFT PORTIONOF WALLSHAFT D2·(1) LAYERS 58" TYPE "X" GYP. BD.·STAGGERED 2X6 & 2X8 WOODSTUDS @ 16" O.C. MAX·1" AIRSPACE·(2) LAYERS R11 BATT INSULATION·SOUND ATTENUATION BLANKET -WRAP PIPES COMPLETELY·(1) LAYER 58" TYPE "X" GYP. BD.·(1) ADDITIONAL LAYER 58" TYPE "X"W.R. GYP. BD. @ TUBS ANDSHOWERS·ACOUSTIC SEALANT AT PLATES1'-3"314"418" AIR SPACE2 X 4 WALLA434"·(1) LAYERS 58" TYPE "X" GYP. BD. EACHSIDE·2X4 WOOD STUDS @ 16" O.C. MAX·1 ADDITIONAL LAYER 58" TYPE "X" W.R.GYP. BD. @ TUBS AND SHOWERSCORRIDOR 2 X 6 WALL2 X 6 WALLB634"·(1) LAYERS 58" TYPE "X" GYP. BD. EACHSIDE·2X6 WOOD STUDS @ 16" O.C. MAX·1 ADDITIONAL LAYER 58" TYPE "X" W.R.GYP. BD. @ TUBS AND SHOWERS714"·(1) LAYERS 58" TYPE "X" GYP. BD.·R19 BATT INSULATION·2X6 WOOD STUDS @ 16" O.C. MAX - 2X4WOOD STUDS WHERE NOTED·12" RESILIENT CHANNEL @ 24" O.C.(CORRIDOR SIDE)·(1) LAYERS 58" TYPE "X" GYP. BD.·1 ADDITIONAL LAYER 58" TYPE "X" W.R.GYP. BD. @ TUBS AND SHOWERS·ACOUSTIC SEALANT AT PLATES1 HOUR FIRE RATING BASED ON UL-U327,S.T.C. 50CORRIDORC ADD BATT INSULATION AT BEDROOM ANDBATHROOM WALLSTYPICAL DEMISING WALLD·(1) LAYERS 58" TYPE "X" GYP. BD..·STAGGERED 2X4 WD. STUDS @ 16" O.C.MAX·(2) LAYERS R11 BATT INSULATION·1" AIRSPACE·(1) LAYER 58" TYPE "X" GYP. BD.·1 ADDITIONAL LAYER 58" TYPE "X" W.R. GYP.BD. @ TUBS AND SHOWERS·ACOUSTIC SEALANT AT PLATES914"214" 214" AIR SPACEASSEMBLY/9"·(1) LAYERS 58" TYPE "X" GYP. BD.·(2) LAYERS R11 BATT INSULATION·2X8 WOOD STUDS @ 16" O.C. MAX·WRAP PIPES COMPLETELY WITH SOUNDATTENUATION BLANKET·12" RESILIENT CHANNEL @ 24" O.C.(CORRIDOR SIDE)·(1) LAYERS 58" TYPE "X" GYP. BD.·1 ADDITIONAL LAYER 58" TYPE 'X' W.R. GYP.BD. @ TUBS AND SHOWERS·ACOUSTIC SEALANT AT PLATESCORRIDORCORRIDOR 2 X 8 PLUMBING WALLC1ADD BATT INSULATION AT BEDROOM ANDBATHROOM WALLS2 X 4 WALLCORRIDOR 2 X 6 WALL2 X 6 WALL2X4 & 2X6 DEMISING WALLD1·(1) LAYERS 58" TYPE "X" GYP. BD.·STAGGERED 2X4 & 2X6 WOOD STUDS @16" O.C. MAX·1" AIRSPACE·(2) LAYERS R11 BATT INSULATION·SOUND ATTENUATION BLANKET - WRAPPIPES COMPLETELY·(1) LAYERS 58" TYPE "X" GYP. BD.·(1) ADDITIONAL LAYER 58" TYPE "X" W.R.GYP. BD. @ TUBS AND SHOWERS·ACOUSTIC SEALANT AT PLATES1114"214"314" CORRIDOR 2 X 8 PLUMBING WALL·8" CMU @ MCMU WALLM7 5/8"BEARING WALLS TO BE 3 HOURFIRE RATED2X6 & 2X4 SHAFT WALLS2·(1) LAYERS 58" TYPE "X" GYP. BD.·12" RESILIENT CHANNEL @ 24" O.C.(ADD SOUND CHANNEL @CORRIDOR ONLY)·STAGGERED 2X6 & 2X4 WOODSTUDS @ 16" O.C. MAX·(2) LAYERS R11 BATTINSULATION·SOUND ATTENUATION BLANKET -WRAP PIPES COMPLETELY·38" AIRSPACE·(2) LAYERS 58" TYPE "X" GYP. BD.BOTH SIDES OF SHAFT STUD6"6" SHAFT DIMENSIONS ARE TO CL OF SHAFT PORTIONOF WALL1'-014"·FACE BRICK/DECORATIVECMU·AIRSPACE·1 12" RIGID INSULATION·BUILDING PAPER /"TYVEK" (WATERPROOFING ONLYAT ELEVATOR PIT)·3 HR. CAST IN PLACECONCRETECAST IN PLACE CONCRETE WALL WITH MASONRY VENEERBEARING WALLS TO BE 3 HOURFIRE RATED BASED ON UL-U9046"X2VARIESP1 HOUR FIRE RATING BASED ON UL-U327,S.T.C. 501 HOUR FIRE RATING BASED ONGA-WP 5510, STC 55-591 HOUR FIRE RATING BASED ONGA-WP 5510, STC 55-591 HOUR FIRE RATING BASED ONGA-WP 5510, STC 55-59NOT RATED2 HOUR FIRE RATING BASED ON ULU301, S.T.C. 52-582 HOUR FIRE RATING BASED ON ULU301, S.T.C. 52-58FOUNDATION DRAINAGE SYSTEMSLAB ON GRADE6 MIL POLY. VAPOR RETARDED @FLOOR FINISHED AREAS ONLYREINFORCED CONC. (SEE STRUCT.)SLOPE TO FLOOR DRAINS6" COMPACTED GRANULAR FILL21PRECAST CONCRETE FLOOR SYSTEMPRECAST HOLLOW-CORECONCRETE PLANKSEE STRUCT.2" CONCRETE TOPPINGNOTE: FOAM FILL CORES 3'-0" @EXTERIOR ENDS2 HR FIRE RATEDROOFING SYSTEMFLOOR SYSTEMBLOWN FIBERGLASS INSULATION(FULL DEPTH OF TRUSS)34" PLYWOOD SUBFLOOR- REFERTO STRUCT. DWGS1" GYPSUM TOPPING ON1/4" SOUND MAT34" GYPSUM TOPPING WITHOUTSOUND MAT AT CARPETSEE STRUCTURAL WOOD FLOOR TRUSS-SEESTRUCTURALFINISH FLOOR SURFACE-VARIESTPO RHINO BOND 2 LAYERS 1/2" TYPE 'X' GYP. BD.-VERIFY WITH STRUCTURAL3/4" ROOF SHEATHINGTAPERED RIGID INSUL. 2" MINWOOD ROOF TRUSS-SEESTRUCTURALROOFINGR-44 @ AVERAGE INSUL.1/2" RESIL. CHANNEL @ 12" OCSLOPE TO DRAIN5VAPOR BARRIER5/8" TYPE 'C' GYP. BD. ON4FLOOR SYSTEM - CORRIDORBLOWN FIBERGLASS INSULATION(FULL DEPTH OF JOIST)34" PLYWOOD SUBFLOOR- REFERTO STRUCT. DWGS5/8" TYPE 'C' GYP. BD.34" GYPSUM TOPPING - SWALE ASNECESSARY AT UNIT DOORSWOOD FLOOR JOISTS - SEESTRUCTURALFINISH FLOOR SURFACE-VARIES1/2" RESIL. CHANNEL @ 12" OC1 HOUR FIRE RATING BASED ONUL L569S.T.C. 58ROOF SYSTEM - CORRIDOR34" ROOF SHEATHING- REFER TOSTRUCT. DWGSWOOD JOISTS -SEE STRUCTURAL1 HOUR FIRE RATING BASED ONGA RC260172 LAYERS 58" TYPE 'X' GYP. BD.TPO RHINO BONDTAPERED RIGID INSUL. 2"ROOFING-60 MILR-44 @ AVERAGE INSUL.MIN SLOPE TO DRAINVAPOR BARRIER6TERRACE ROOFING SYSTEM2 LAYERS 5/8" TYPE 'X' GYP. BD.-VERIFY WITH STRUCTURALROOF SHEATHINGTAPERED RIGID INSUL. 2" MINSLOPE TO DRAIN9VAPOR BARRIERBASED ON GA RC26011 HOUR FIRE RATINGWOOD ROOF TRUSS-VERIFY WITH STRUCTURALPEDESTALSCONCRETE PAVERS - 2'-0" X 2'-0"3SEE STRUCTURAL 1 HOUR RATING BASED ONUL L550, STC-581 HOUR RATING BASED ONGA RC 2601CONTINUOUS DRAIN TILE & FILTERFABRICCMU WALL - SEE STRUCTURALGRADED BACKFILLWATERPROOF MEMBRANE2" RIGID INSULATIONPROVIDE A 1 HR SHEET ROCKENCLOSURE AT RECESSED CANS- VERIFY SIZE WITH ELECTRICALPROVIDE A 1 HR SHEET ROCKENCLOSURE AT RECESSED CANS- VERIFY SIZE WITH ELECTRICALMODIFIED BITUMEN BUILT-UP ROOF2X4 & 2X8 DEMISING WALLD3·(1) LAYERS 58" TYPE "X" GYP. BD.·STAGGERED 2X4 & 2X8 WOOD STUDS @16" O.C. MAX·1" AIRSPACE·(2) LAYERS R11 BATT INSULATION·SOUND ATTENUATION BLANKET - WRAPPIPES COMPLETELY·(1) LAYERS 58" TYPE "X" GYP. BD.·(1) ADDITIONAL LAYER 58" TYPE "X" W.R.GYP. BD. @ TUBS AND SHOWERS·ACOUSTIC SEALANT AT PLATES1'-1"214"418" 1 HOUR FIRE RATING BASED ONGA-WP 5510, STC 55-59PRECAST FLOOR SYSTEM83 HR FIRE RATEDPRECAST HOLLOW-CORECONCRETE PLANK5" RIGID INSULATION4" CONCRETE TOPPINGSEE STRUCT.NOTE: FOAM FILL CORES 3'-0" @EXTERIOR ENDSGRAVEL ROOFING SYSTEM11PRECAST HOLLOW-CORECONCRETE PLANKSEE STRUCT.TAPERED RIGID INSULATIONWATER PROOFING MEMBRANEGRAVELPRECAST HOLLOW-CORECONCRETE PLANKSEE STRUCT.TERRACE ROOFING SYSTEM10PEDESTALSCONCRETE PAVERS - 2'-0" X 2'-0"TAPERED RIGID INSUL. 2" MINSLOPE EDGEWATER PROOFING MEMBRANE·2" RIGID INSULATION (WATERPROOFINGONLY AT ELEVATORPIT)·3 HR. CAST IN PLACECONCRETECAST IN PLACE CONCRETE WALLBEARING WALLS TO BE 3 HOURFIRE RATED BASED ON UL-U904X1VARIES2X6 & 2X8 DEMISING WALLAIR SPACEAIR SPACED4·(1) LAYERS 58" TYPE "X" GYP. BD.·STAGGERED 2X8 WOOD STUDS @16" O.C. MAX·1" AIRSPACE·(2) LAYERS R11 BATT INSULATION·SOUND ATTENUATION BLANKET -WRAP PIPES COMPLETELY·(1) LAYER 58" TYPE "X" GYP. BD.·(1) ADDITIONAL LAYER 58" TYPE "X"W.R. GYP. BD. @ TUBS ANDSHOWERS·ACOUSTIC SEALANT AT PLATES1'-434"418"418" AIR SPACE1 HOUR FIRE RATING BASED ONGA-WP 5510, STC 55-59(2) 2X8 DEMISING WALL2X8 & 2X4 SHAFT WALLS2·(1) LAYERS 58" TYPE "X" GYP. BD.·12" RESILIENT CHANNEL @ 24" O.C.(ADD SOUND CHANNEL @CORRIDOR ONLY)·STAGGERED 2X8 & 2X4 WOODSTUDS @ 16" O.C. MAX·(2) LAYERS R11 BATTINSULATION·SOUND ATTENUATION BLANKET -WRAP PIPES COMPLETELY·38" AIRSPACE·(2) LAYERS 58" TYPE "X" GYP. BD.BOTH SIDES OF SHAFT STUD6" SHAFT DIMENSIONS ARE TO CL OF SHAFT PORTIONOF WALL1'-214"2 HOUR FIRE RATING BASED ON ULU301, S.T.C. 52-587"2 HOUR FIRE RATINGBASED ON GA WP8415·METAL PANEL ON 34" HAT CHANNEL·BUILDING PAPER / "TYVEK"· (1) LAYER 58" TYPE "X" GYP. SHEATHING· (2) LAYERS 58" TYPE "X" GYP. SHEATHING· (1) LAYER 58" TYPE "X" GYP. SHEATHING·R19 BATT INSULATION·2X8 FIRE RETARDANT TREATED WOOD STUDS@ 16" O.C. MAX·VAPOR BARRIER· (1) LAYER 58" TYPE "X" GYP. BD.· (2) LAYERS 58" TYPE "X" GYP. BD.· (2) LAYERS 58" TYPE "X" GYP. BD.1 HOUR FIRE RATING BASEDON GA WP81051 HOUR FIRE RATINGBASED ON GA WP81052 HOUR FIRE RATINGBASED ON GA WP8415FROM INTERIOR ONLY2 HOUR FIRE RATINGBASED ON GA WP8415FROM INTERIOR ONLY·FIBER CEMENT SIDING (BOARD ANDLAP)BATTENS UNDER BOARD SIDING·BUILDING PAPER / "TYVEK"· (1) LAYER 58" TYPE "X" GYP. SHEATHING· (1) LAYER 58" TYPE "X" GYP. SHEATHING·R19 BATT INSULATION·2X8 FIRE RETARDANT TREATED WOODSTUDS @ 16" O.C. MAX·VAPOR BARRIER· (1) LAYER 58" TYPE "X" GYP. BD.· (2) LAYERS 58" TYPE "X" GYP. BD.412"2 HR FIRE RATINGFROM INTERIOR ONLYU.L. U302·FACE BRICK/ DECORATIVE CMU·AIR SPACE·BUILDING PAPER / "TYVEK"·58" TYPE "X" GYP. SHEATHING·R19 BATT INSULATION·2X8 FIRE RETARDANT TREATED WOODSTUDS @ 16" O.C. MAX·VAPOR BARRIER· (1) LAYER 58" TYPE "X" GYP. BD.· (2) LAYERS 58" TYPE "X" GYP. BD1 HOUR FIRE RATING BASEDON GA WP8105EXTERIOR WALL - MASONRY VENEERX3X3BX4BX4EXTERIOR WALL - FIBER CEMENT BOARD/LAP SIDINGEXTERIOR WALL - METAL PANELX5BX5AX5xxxxx412"2 HR FIRE RATINGFROM INTERIOR ONLYBASED ON U.L. U302·THIN FACE BRICK·58" TYPE "X" GYP. SHEATHING·AIR SPACE·BLOCKING·BUILDING PAPER / "TYVEK"·58" TYPE "X" GYP. SHEATHING·R19 BATT INSULATION·2X8 FIRE RETARDANT TREATED WOODSTUDS @ 16" O.C. MAX·VAPOR BARRIER· (1) LAYER 58" TYPE "X" GYP. BD.· (2) LAYERS 58" TYPE "X" GYP. BD1 HOUR FIRE RATING BASEDON GA WP8105EXTERIOR WALL - THIN BRICK VENEERX6X6BxGROUT CORE ENDS SOLID ANDSMOOTH AT PERIMETER TOALLOW FOR APPLICATION OFWATERPROOFING MEMBRANEFF1WOOD STUD FURRING·(1) LAYERS 58" TYPE "X" GYP. BD. (F ONLY)·(1) LAYERS 58" ACOUSTICAL TYPE "X" GYP.BD. (F1 ONLY)·12" RESILIENT FURRING CHANNEL (F1ONLY)·VAPOR BARRIER (F1 ONLY)·RIGID INSULATION (F1 ONLY)·2X4 WOOD STUDS @ 16" O.C. MAXNOT RATED2 HOUR FIRE RATINGBASED ON GA WP8415·WATERPROOFING MEMBRANE·(2) LAYERS 58" TYPE "X"GYP.SHEATHING·R19 BATT INSULATION·2X8 FIRE RETARDANT TREATED WOODSTUDS @ 16" O.C. MAX·VAPOR BARRIER·(2) LAYERS 58" TYPE "X" GYP. BD.X7AEXTERIOR WALL - FIBER CEMENT BOARD/LAP SIDINGx2 HOUR FIRE RATINGBASED ON UL W408·BUILDING PAPER / "TYVEK"·(1) LAYERS 58" TYPE "X"GYP. SHEATHING·(1) LAYER 2-SIDED LPFLAMEBLOCK·MINERAL WOOLINSULATION·2X8 FIRE RETARDANTTREATED WOOD STUDS @16" O.C. MAX·VAPOR BARRIER·(2) LAYERS 58" TYPE "X"GYP. BD.X4AEXTERIOR WALL xWALL TYPE NOTES1.ALL PLAN DIMENSIONS ARE TO FACE OF EXTERIOR SHEATHING OR CONCRETEBLOCKS AT EXTERIOR WALLS AND CENTERLINE OF WALL ASSEMBLY AT INTERIORWALLS UNLESS OTHERWISE NOTED. SEE PARTITION SCHEDULE FOR ACTUALPARTITION SIZES.2.SEE ENLARGED UNIT PLANS FOR ADDITIONAL DIMENSIONS WITHIN UNITS,COORDINATE WITH OVERALL BUILDING PLAN.3.ALL PLAN DIMENSIONS AT WINDOWS IN WOOD OR METAL STUD WALLS ARE TO THECENTERLINE UNLESS NOTED OTHERWISE. VERIFY ALL WINDOW ROUGH OPENINGDIMENSIONS WITH WINDOW MANUFACTURER AND/OR WINDOW SUPPLIER.4.WINDOW SIZES ARE BASED ON A GENERIC MODULAR AND MUST BE ADAPTED TOACTUAL MANUFACTURER SIZES.5.IF DIMENSIONAL DISCREPANCIES OCCUR, NOTIFY ARCHITECT IMMEDIATELY.6.SEE STRUCTURAL FOR BEAM, JOIST AND HEADER LOCATIONS AND SIZING.7.SEE STRUCTURAL FOR STUD SPACING AND SPECIAL REQUIREMENTS FOR SHEARAND BEARING WALLS.8.PROVIDE GYPSUM BOARD CONTROL JOINTS (USG MOLDING NO. 093 OR EQUAL) AT30'-0" ON CENTER (APPROXIMATELY) AT ALL FLAT PLANE WALLS.9.ALL CORRIDOR WALLS AND PARTY WALLS ARE 1 HOUR FIRE RATED, UNLESS NOTEDOTHERWISE. ALL STAIR, ELEVATOR AND SHAFT WALLS ARE 2 HOUR FIRE RATED,UNLESS NOTED OTHERWISE. MAINTAIN THESE RATINGS AT THESE WALLS,INCLUDING ALL PENETRATIONS THROUGH THESE WALLS.10.PROVIDE FIRESTOPPING AT ALL PENETRATIONS OF RATED ASSEMBLIES PERDETAILS.11.AVOID ALL VERTICAL PENETRATIONS. WHERE NECESSARY, FULLY WRAP PIPES ATPENETRATIONS.12.DO NOT LOCATE ELECTRICAL RECEPTACLES IN SAME STUD SPACE IN DOUBLE STUDWALL ASSEMBLIES.13.ADD ONE ADDITIONAL LAYER OF TYPE 'X', WATER RESISTANT GYP. BD. AT TUBS ANDSHOWERS. NOTIFY ARCHITECT IF THIS CONDITION OCCURS AT EXTERIOR WALLS.14.ALL GYPSUM BOARD AT 'WET' WALLS TO BE 58" TYPE 'X', WATER RESISTANT GYP. BD.,UNLESS NOTED OTHERWISE.15.ALL SHAFT WALLS TO BE CONTINUOUS TO UNDERSIDE OF ROOF SHEATHING,INCLUDING STAIR AND ELEVATOR SHAFTS.16.PROVIDE ACOUSTIC SEALANT AT ALL PLATES WHERE 1 HOUR SEPARATIONS AREREQUIRED.17.CONTRACTOR IS RESPONSIBLE FOR ADHERING TO THE CONSTRUCTIONREQUIREMENTS OF TESTED ASSEMBLIES WITH REGARD TO GYP. BD. ORIENTATION,NAIL AND/OR SCREW PATTERNS, BLOCKING AND TAPING REQUIREMENTS, ETC.A001BUILDING SYSTEMSAND WALL TYPESSHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1 1BUILDING SYSTEMSA001 2EXTERIOR WALL TYPESA001 3INTERIOR WALL TYPESA001SEE 7/A402 FOR EXTERIORMETAL STUD WALL TYPES1 64 STALLSELEC.INTAKE 24'-0" DRIVELANE18'-012" PARKING STALL18'-0" PARKING STALL18'-01 2" PARKING STALL 24'-0" DRIVELANE 18'-0" PARKING STALL37 STALLS 91'-0"ELEVROLLING SHUTTER66'-01 2"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"5'-11"9'-0"9'-0"9'-3"9'-5"9'-5"9'-2"9'-2"9'-2"9'-2"9'-2"9'-2"3'-4"123456789106261636059585766'-01 2" 77'-11" 18'-01 2" PARKING STALL24'-0" DRIVELANE18'-0" PARKING STALL 9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"8'-9"8'-9"8'-9"9'-3"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"36353433323130292827414240434445469'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"8'-0"8'-0"8'-0"HCHC 9'-0"9'-0"9'-0"9'-3"9'-012"37389'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"21'-8"8'-6"8'-6"39ELEVCOMPCOMPCOMP11121314151617181920212223242561543HGEDABC2A304 1A304 1A301 2A305 26'-0"18'-41 2"77'-11"18'-41 2"21'-8" 210'-0"80'-0"18'-412"26'-0"20'-0"F26'-0"144'-412"264'-712"18'-412"26'-0"20'-0"129'-0"2A301 1A300 1A201 3A201 4A201 2A201 2A200 1A200 3A200 5A201 1A303 21'-8"1A302 2A302 2A303 3A302 3456P10P9110'-11"P11P122'-4"37'-3"P13P1427'-0"26'-0"P1517'-0"1'-4"PCPBPA60'-0"60'-0"6A201 2647484950515253545556SLOPE DOWNCOMPSTOR.STOR.MECH.STOR.STOR.STOR.STOR.STOR.002RECYCLETRASH/16'-8" PARKING STALLSTAIR BB0 A0 002051GARAGE051 051B 051AC0 STAIR CFECFECFECFECUPLINE OF FIRSTFLOOR ABOVE18'-0"LINE OF FIRSTFLOOR ABOVE64'-412"1'-4"1'-4"1'-8"1'-4"3'-4"1'-4"1'-4"1'-4"1'-0"8"1'-4"1'-4"17'-0"19'-0"1'-0" 10"1'-0"4'-812"4'-1112"16'-1112"5'-3"16'-1112"5'-3"15'-9"5'-3"15'-9"29'-812"1'-8" 4'-8" 1'-0" 4'-8" 4'-8" 3'-0"10'-0"6'-2"10'-0"26'-412"64'-712"2'-111 2"10'-0"22'-1"10'-0"13'-11"10'-0"8'-111 2" 5'-71 2" 5'-71 2"5'-712"5'-712"5'-712"5'-71 2"29'-712"10'-0"26'-458"14'-0"6'-71 2" 3'-81 2" 1'-8" 22'-91 2" 2'-11"60'-2"2'-111 2" 26'-01 2"14'-0"24'-7"5'-3"100'-612"1'-0"80'-0"13'-4"3'-4"6'-0"18'-0"22'-41 2" 63'-01 2" 18'-01 2" 8'-10"8'-61 2" 9'-4"5'-012"7'-0"LINE OF DROPPEDPLANK ABOVELINE OF DROPPEDPLANK ABOVELINE OF DROPPEDPLANK ABOVELINE OF DROPPEDPLANK ABOVELINE OF DROPPEDPLANK ABOVELINE OF DROPPEDPLANK ABOVE18'-0"1'-0"SPRINKLER/ WATER8'-0"4'-0"14'-41 2"5'-0"5'-0"16'-0"1'-0"4A305 412"412"412"412"412"412"2'-113 4" 2'-113 4" 2'-113 4" 10'-11"5'-0"8"3'-91 2"168'-10"8'-11"8'-6"8'-6"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-11"9'-0"9'-0"9'-0"9'-0"9'-0"26'-0"9'-11"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"32'-73 4"9'-4"9'-4"9'-4"9'-4"9'-4"109'-11"18'-0"6'-11"24'-0"24'-0"18'-0"18'-0" 4'-8" 10'-6"33'-0"16'-6"8'-6" 1'-0"1'-0"1'-0"18'-0"123456789101124'-0"18'-0"131415161218192021222324253433323130293536377'-0"17'-10"22'-0"7'-0" 17'-0"4'-8"17'-0"3'-0"18'-0"COMPCOMPCOMP412"7'-11"1'-212"8'-2"2'-113 4"4'-111 4"6'-3"COMPLINE OF DROPPEDPLANK ABOVE101'-4"8"X1X1X1X1X1X1X2X1X2X2X1MMMAAUP8'-2"412"412"3'-71 2"VAN ACCESSUP8"8" 4'-4"3'-6"3'-6"KKK4" 1'-2"6'-4"ABOVE GRADEABOVE GRADEABOVE GRADEX1FDFDCRICKETFDFDFD7A303 3A303 4A303 6A303 5A302 8A303 11'-4"COMP64172827261'-0"8'-4"89'-9"ELEV89'-6"ELEV051C3 HR RATEDROLLINGSHUTTER60" X 60" FLAT STOOPIN FRONT OF DOORGASGAS GAS 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UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1A100GARAGE FLOOR PLANSCALE: 3/32"=1'-0"1G A R A G E F L O O R P L A NA100 EXISTING PARKING RAMP39 STALLS 61543HGEDABC2A304 1A304 1A301 2A305 26'-0"18'-41 2"77'-11"18'-41 2"21'-8" 210'-0"80'-0"18'-412"26'-0"20'-0"F26'-0"144'-412"264'-712"18'-412"26'-0"20'-0"129'-0"2A301 1A300 1A201 3A201 4A201 2A201 2A200 1A200 3A200 5A201 1A303 21'-8"1A302 2A302 2A303 3A302 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STAIR CC1AFECFECFECFECDD4DDDDDDDDDDD3S1S1D1D3DD1DD1DD3(2) 2X6D4D3DD1D1D3CD1DDS2S1S2S1DD1DDDDCC1C1C26'-0"LINE OF GARAGEWALLS BELOW915'-1"ELEV915'-6"ELEV915'-1"ELEV912'-11 1/2"ELEV7A303 3A303 4A303 LINE OF GARAGEWALLS BELOW6A303 4A305 8A303 LINE OF GARAGEWALLS BELOWBIKE STORAGECLEAR HEAD HEIGHT9'-5" MINS2S2S110'-4"109'-11"DD4DD3DD3D15'-10"D2S3S118'-0" 4'-4" 24'-0"24'-0"6'-11"1'-0" 1'-0"26'-0"9'-4"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"219'-0"9'-0"9'-0"9'-4"9'-4"9'-4"9'-4" 24'-0"18'-2" 4'-8" 10'-6"33'-0"16'-6"8"24'-0"141516171819209'-8"22232425262734333231302928353637383916'-0"8'-10"9'-0"9'-8"4'-10"109'-0"8'-1"9'-0"9'-0"9'-0"18'-0"9'-0"12345679'-0"26'-3"1213811924'-0"24'-8"9'-0"9'-4"9'-0"9'-0"9'-0"9'-0"9'-0"16'-6"8'-6" 18'-0"18'-0"18'-0"18'-0"COMP911'-9"ELEV915'-3"ELEV915'-0 1/2"ELEV54'-734"DNUPDNUPX4X42 EQ TREADS @ 12"3 EQ RISERS @ 6" MAX915'-5 1/2"ELEVCAAAABCCCCCCCCCCDDCCDCCCCCCDDDDDFEEFGGGGGGGGNNMNFURR OUT FORROOF 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NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1 3/32" = 1'-0"1F I R S T F L O O R P L A NA10111 61543HGEDABC2A304 1A304 1A301 2A305 26'-0"18'-41 2"77'-11"18'-41 2"21'-8" 210'-0"80'-0"18'-412"26'-0"20'-0"F26'-0"144'-412"264'-712"18'-412"26'-0"20'-0"129'-0"2A301 1A300 1A201 3A201 4A201 2A201 2A200 1A200 3A200 5A201 1A303 21'-8"1A302 2A302 2A303 3A302 3456P10P9110'-11"P11P122'-4"37'-3"P13P1427'-0"26'-0"P1517'-0"1'-4"PCPBPA60'-0"60'-0"6A201 1A305 36'-812"8'-4"25'-0"24'-9"24'-9"24'-1"32'-73 4"32'-73 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architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1 3/32" = 1'-0"1S E C O N D , T H I R D , A N D F O U R T H F L O O R P L A NA10211 61543HGEDABC2A304 1A304 1A301 2A305 26'-0"18'-41 2"77'-11"18'-41 2"21'-8" 210'-0"80'-0"18'-412"26'-0"20'-0"F26'-0"144'-412"264'-712"18'-412"26'-0"20'-0"129'-0"2A301 1A300 1A201 3A201 4A201 2A201 2A200 1A200 3A200 5A201 1A303 21'-8"1A302 2A302 2A303 3A302 3456P10P9110'-11"P11P122'-4"37'-3"P13P1427'-0"26'-0"P1517'-0"1'-4"PCPBPA60'-0"60'-0"6A201 1A305 LINE OF SOFFITLINE OF SOFFIT LINE OF SOFFIT LINE OF SOFFITLINE OF SOFFIT LINE OF SOFFIT405UNIT B1407UNIT E406UNIT B408UNIT 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3'-0"5'-11"17'-7"7'-2"17'-7"7'-2"3'-8"7'-1"7'-0"3'-9"7'-1"3'-8"3'-0"1'-8"4'-8"4'-8"1'-8"3'-0"9'-0"9'-0"4'-8"1'-8"3'-0"3'-0"X4B1'-8" 4'-8" 3'-0"X4B1'-8" 4'-8" 3'-0" 4'-8" 1'-8"4'-4"6'-0"6'-11"3'-4"6'-5"3'-9"4'-01 2"4'-01 2" 11'-2"13'-13 4"9'-31 2"14'-73 4"11'-2"18'-412"21'-312"9'-912"3'-8"1'-8"12'-5"10'-2"13'-9"10'-2"13'-9"9'-2"7'-7"7'-6"14'-3"10'-0"16'-2"9'-11"7'-2"4'-11"9'-1"7'-5"6'-8"8'-31 2"20'-91 4"8'-41 2"15'-7"9'-11 2"4'-101 2"3'-7"4'-101 2"9'-11 2"19'-01 2"8'-3"7'-4"13'-10"8'-412"14'-112"8'-1"13'-8"7'-4"14'-1"3'-11"4'-6"4'-7"4'-7"6'-03 4"5'-10"A7014 TYP. 6A501 6A5011'-8"2'-6"3'-0"2'-6" 9'-11 2"3'-51 2"5'-6"5"5'-11"8'-0"9'-0"9'-0"9'-0"9'-0"8'-0"8'-1" 2'-0"7'-012"7'-012"12'-112"6'-0"CCCCC555CSTORAGE555DSTORAGE555C 555D 3'-0"3'-0"9'-212"2'-4"2'-4"6'-5"2'-4"2'-4"1'-10"3'-0"6'-8"3'-0"3'-0"12'-8"2'-6"3'-0"2'-6"1'-8"3'-0"1'-012"3'-3"2'-10"8'-10"2'-4"2'-4"6'-5"2'-4"2'-4"1'-10"S4S4S4S4S6S2S2S6S5S5S1AS3D1DROOF PLAN OF FOURTH FLOOR TERRACEE5PNL-1SEE 5/A701C1S11'-0"1'-0"4'-2"3'-51 2"S1S4'-2"3'-51 2"S1SC12'-1012"12'-8"S2S230'-834"22'-514"22'-514"22'-514"24'-0"32'-0"SLOPE 14" / FT (TYP.)SCUPPER & DOWNSPOUTCRICKETRDSLOPE 18" / FT (TYP.)SLOPE 18" / FT (TYP.)CRICKETSCUPPER & DOWNSPOUTTRENCH DRAIN+1.5"SLOPE 18" / FT (TYP.)+1.5"+5.5"SLOPE 14" / FT (TYP.)RD+4.5"+4.5"+4.5"30'-834"22'-514"RD+1.5"+5.5"+4.5" +3.75" +4.5"+4.5"+5.25"+4.5"+3.75"+4.5"+4.5" +4.5"SLOPE 18" / FT (TYP.)SLOPE 18" / FT (TYP.)SLOPE 18" / FT (TYP.)SLOPE 18" / FT (TYP.)SLOPE 18" / FT (TYP.)SLOPE 18" / FT (TYP.)SLOPE 18" / FT (TYP.)SLOPE 18" / FT (TYP.)SLOPE 18" / FT (TYP.)24'-0"24'-0"33'-11 2"+1.5"SLOPE 18" / FT (TYP.)RDSLOPE 18" / FT (TYP.)SLOPE 18" / FT (TYP.)24'-0"3'-0"3'-0"+3.75"+5.5"+5.5"+4.5"4'-734"7'-814" GREAT ROOM12'-7" x 15'-9"BEDROOM10'-3" x 14'-5"BATHREFDWKITCHENPWDLINE OF SOFFIT36L GREAT ROOM12'-7" x 20-5"BEDROOM11'-1" x 14'-5"BATHWD60LINE OF SOFFIT36LREFDWKITCHENP10'-83 4"11'-101 4"39'-83 8"D1GGA103FIFTH FLOOR PLANSHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES13/32" = 1'-0"1F I F T H F L O O R P L A N A103313ASI #17 - TERRACE DRAINS6/15/1720ASI #20 - UNIT CHANGES8/28/1720 ELEVATOR OVERRUNTRASH VENTSROOF HATCHMAKE-UP AIR UNIT WITHINTEGRALSCREENINGMAKE-UP AIR UNIT WITHINTEGRALSCREENING7'-31 4"+4+4+4+16.25+11.75+11.75+11.75+4+4+11.75+12.5+11.75+11.75SLOPE 14" / FT (TYP.)SLOPE 14" / FT (TYP.)SHAFT BELOWSHAFT BELOWCRICKETCRICKETCRICKETCRICKETCRICKETCRICKETCRICKETCRICKETCRICKETCRICKETCRICKETCRICKETRDRDRDRDRDODODOD+11.75+11.75LINE OF CORRIDOR BELOWODGUARD RAILPAINTEDALUMINIUM TUBE4X16 PERIMETERPAINTEDALUMINIUMTUBE 4X6INTERIOR2 EQSPACES34'-112"6'-2"8 EQ SPACES4 EQSPACES9'-1"37'-1012"2 EQSPACES8 EQ SPACES4 EQSPACESOD36"x24" VENT61543HGEDABC2A304 1A304 1A301 2A305 26'-0"18'-41 2"77'-11"18'-41 2"21'-8" 210'-0"80'-0"18'-412"26'-0"20'-0"F26'-0"144'-412"264'-712"18'-412"26'-0"20'-0"129'-0"2A301 1A300 1A201 3A201 4A201 2A201 2A200 1A200 3A200 1A303 21'-8"1A302 2A302 2A303 3A302 3456P10P9110'-11"P11P122'-4"37'-3"P13P1427'-0"26'-0"P1517'-0"1'-4"PCPBPA60'-0"60'-0"6A201 1A305 A104ROOF PLANSHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1 3/32" = 1'-0"1R O O F P L A N A104 TERRATONE TERRATONE SIDING AT RETURNS 7'-0"14'-0"9'-314"9'-314"9'-314"2'-4"4'-8"5'-1114"5'-912"5'-4"31'-0"1'-0"3'-8"4'-758"9'-314"1'-4" 2'-10"4'-2"MATERIAL INDEXFACE BRICKTHIN BRICKBRICK SILLMETAL TRIMCEMENT BOARD LAP SIDINGCEMENT BOARD PANEL SIDING #1CEMENT BOARD PANEL SIDING #2CORRUGATED METAL PANELPREFINISHED METAL CORNICEPREFINISHED METAL FLASHINGCOMPOSITE WINDOWSALUMINUM STOREFRONT SYSTEMPREFINISHED ALUMINUM RAILINGSIGNAGEDRAIN NOZZLEMETAL AWNINGMETAL CANOPYCUSTOM PAINTED LOUVER123456789101112131415161A17C ITY8'-0"1'-6"VUE16'-6"##########ALUMINUM FLAT CUTLETTERS MOUNTEDON BOTH SIDES OFILLUMINATED PANEL.MOUNTED TOBUILDING WITHALUMINIUMSTANDOFFS. SPECIFICTEXT MAY CHANGE.SHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1A201ELEVATIONSSCALE: 1/8" = 1'-0"3N O R T H C O U R T Y A R D E L E V A T I O NA201SCALE: 1/8" = 1'-0"4W E S T C O U R T Y A R D E L E V A T I O NA201SCALE: 1/8" = 1'-0"5S O U T H C O U R T Y A R D E L E V A T I O NA201SCALE: 1/8" = 1'-0"2E A S T C O U R T Y A R D E L E V A T I O NA201SCALE: 1/8" = 1'-0"1N O R T H E L E V A T I O NA201SCALE: 1/4" = 1'-0"7S I G N A G EA201SCALE: 1/8" = 1'-0"6N O R T H C O U R T Y A R D E L E V A T I O NA20120ASI #2008/28/1720 ROOF BEARING151'-8 5/8"T.O. SUBFLR. SECOND FLOOR110'-5 7/8"T.O. TOPPING FIRST FLOOR100'-0"T.O. SLAB GARAGE FLOOR90'-2"T.O. SUBFLR. THIRD FLOOR120'-11 3/4"10'-57 8"10'-57 8"9'-11 8" 9'-11 8"9'-11 8"1'-43 4"1'-43 4"12"T.O. SUBFLR. FOURTH FLOOR131'-5 5/8"10'-57 8" 9'-11 8"1'-43 4"T.O. SUBFLR. FIFTH FLOOR142'-7 1/2"11'-17 8" 9'-11 8"2'-03 4" 9'-10"915'-8"2"905'-10"947'-1 58"18'-412"2'-8"7'-314"X4X4X4X420'-0"26'-0"151CORRIDOR251CORRIDOR351CORRIDOR451CORRIDOR551CORRIDOR514UNIT D515UNIT F414UNIT D415UNIT F314UNIT D315UNIT F214UNIT D215UNIT F114UNIT D115UNIT FX4GRADEGRADE051GARAGE 17A500 17A500 4A50037'-113 8" 7'-1138" 9A500X47'-1138"7'-1138"7'-1138"7'-1138"67'-113 8"7'-113 8"7'-113 8"7'-113 8" 15A5002'-8" 11A600 15A600 14A500X2X1X1X4X4X4X445DROPPED CEILINGDROPPED CEILING3'-2" 3'-2"SOFFIT, TYP.2'-0" 16A500X42X4PROVIDE BLOCKING AT DECKCONNECTIONS, SEE STRUCTURAL,TYPICALA300BUILDING SECTIONSHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1 SCALE: 3/8" = 1'-0"1BUILDING SECTIONA300 X4A905'-0"ELEV915'-8"ELEV926'-2"ELEV947'-2"ELEV4"P151'-4"17'-0"10'-8" 9'-6" 7'-6"X4AX4AX4AX4A22'-0"DROPPEDCEILINGDROPPEDCEILINGX13'-2" 17A5003 HOUR ROLLING SHUTTER3'-1"1'-7"3 HOUR FIRE WALL3 HOUR FIRE DOOR3 HOUR FIRE DOORROOF BEARING151'-8 5/8"T.O. SUBFLR. SECOND FLOOR110'-5 7/8"T.O. TOPPING FIRST FLOOR100'-0"T.O. SLAB GARAGE FLOOR90'-2"T.O. SUBFLR. THIRD FLOOR120'-11 3/4"10'-57 8"10'-57 8"9'-11 8" 9'-11 8"9'-11 8"1'-43 4"1'-43 4"12"T.O. SUBFLR. FOURTH FLOOR131'-5 5/8"10'-57 8" 9'-11 8"1'-43 4"T.O. SUBFLR. FIFTH FLOOR142'-7 1/2"11'-17 8" 9'-11 8"2'-03 4" 9'-10"915'-8"2"905'-10"947'-1 58"VERIFY SHAFT DIMS.WITH ELEVATOR MANUFACTURER13'-10" 53'-101 4" ELEVATOR RUN - VERIFY VERIFY WITH ELEVATOR MANUF.6" PREFINISHED METALHEMMED DRIP EDGEWITH CLEAT2 HOUR RATED ROOF(UL DESIGN L505 OR L511)·PREFINISHED METAL ROOF WITHSEALED SEAMS·(2) LAYERS 3/4" PLYWOOD·2X10 WD JOISTS @ 16" O.C.·(2) LAYERS 5/8" TYPE X GYP BD WITH1/2" RESILIENT CHANNEL BTWNLAYERSMS2S2S2S2S2S1S1S1S1S1MVERIFY W/ ELEVATOR MANUFACTURUER 904'-6"ELEVDROPPED CEILINGDROPPED CEILING2'-0"1'-4"36"x24"vent911'-5 1/4"ELEV923'-3"ELEV901'-3 1/4"ELEV8'-6"7'-4"1012"2'-3"1012"2'-3"EXISTING PARKING GARAGE1'-7"NEW OPENINGEXISTING OPENINGP11P102'-4"9'-4"11"A301ELEVATOR AND WALLSECTIONSSHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1 SCALE: 3/8" = 1'-0"1ELEVATOR SECTIONA301 SCALE: 3/8" = 1'-0"2SECTION THROUGH OPEN GARAGE AND RESIDENTIAL BUILDINGA301 SCALE: 3/8" = 1'-0"3INTERSECTION OF NEW AND OLD OPEN GARAGESA301 906'-8"ELEV7'-914"8'-4"8"6"6'-720'-0"COLUMN BEYONDBEAM BEYOND5GARAGE FLOOR BEYONDSLOPE 20.5%SLOPE 5.8% - 8.0%7'-113 8"7'-113 8"7'-113 8"7'-113 8"7'-113 8"6051GARAGE9A60013A600X3BX3BX6BX4BX118'-8"4'-8" 2'-8" 2'-0"SOFFIT, TYP.X3BTRENCH DRAINROLLING SHUTTER6" PRECAST PLANKWITH 2" TOPPINGREQUIREDCLEARANCE905'-2" - 905'-7"ELEV17A5004A501A5012F1RIGID INSULATIONTERMINATES 6"ABOVE BEAMFFFFFFFFCONCRETE BEAM (SEE STRUCTURAL)METAL CANOPYBEYONDF1ROOF BEARING151'-8 5/8"T.O. SUBFLR. SECOND FLOOR110'-5 7/8"T.O. TOPPING FIRST FLOOR100'-0"T.O. SLAB GARAGE FLOOR90'-2"T.O. SUBFLR. THIRD FLOOR120'-11 3/4"10'-57 8"10'-57 8"9'-11 8" 9'-11 8"9'-11 8"1'-43 4"1'-43 4"12"T.O. SUBFLR. FOURTH FLOOR131'-5 5/8"10'-57 8" 9'-11 8"1'-43 4"T.O. SUBFLR. FIFTH FLOOR142'-7 1/2"11'-17 8" 9'-11 8"2'-03 4" 9'-10"915'-8"2"905'-10"947'-1 58"7'-1138"GRADEX5X2051GARAGE 17A5006 6A500 10A600 14A600 9A600 14A600X1X5X5X53'-2"X57'-1138"8'-018"7'-1138"7'-1138"SOFFIT, TYP.7'-1138"GRADEX4BX5BX5BX2051GARAGEX6B6 10A600 14A600 6A500 12A600 16A600X14'-8"7'-1138"7'-1138"7'-1138"7'-1138"SOFFIT, TYP.X5B2'-0" 18A5001'-4"1'-0"PAINTED ALUMINIUMTUBE 4X16PAINTED ALUMINIUMTUBE 4X6BLOCKING (VERIFYWTIH STRUCTURAL)X3X2051GARAGEX5AA 5A5012'-8" A.F.F. 2'-8" A.F.F.T.O. SUBFLR. SECOND FLOOR110'-5-7/8"T.O. TOPPING FIRST FLOOR100'-0"T.O. SUBFLR. THIRD FLOOR120'-11 3/4"6'-0"907'-10"ELEV1'-41 4"21'-5"6'-714"7'-734"SLOPE 20.5%PROPERTY LINE6"SIDEWALKTRENCH DRAINROLLING SHUTTERCURBTOWN CENTREDRIVECONCRETE BEAM (SEE STRUCTURAL)A302WALL SECTIONSSHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1 3/8" = 1'-0"1GARAGE DOOR SECTIONA302 3/8"=1'-0"2WALL SECTIONA302 3/8"=1'-0"3WALL SECTIONA302 3/8"=1'-0"5NOT USEDA302 3/8"=1'-0"4WALL SECTIONA302 7'-113 8"051GARAGE 17A500513UNIT C413UNIT C313UNIT C213UNIT C113UNIT CGRADE7'-113 8"12A5007'-113 8"67'-113 8" 7'-113 8" 7'-113 8"7'-113 8" 7'-113 8"7'-113 8"13A500X4X4X4X4X4 11A600 15A600X2X13'-2"X52x4X32x4X52x4X52x4X52x4SOFFIT, TYP.2'-0"16A500ROOF BEARING151'-8 5/8"T.O. SUBFLR. SECOND FLOOR110'-5 7/8"T.O. TOPPING FIRST FLOOR100'-0"T.O. SLAB GARAGE FLOOR90'-2"T.O. SUBFLR. THIRD FLOOR120'-11 3/4"10'-57 8"10'-57 8"9'-11 8" 9'-11 8"9'-11 8"1'-43 4"1'-43 4"12"T.O. SUBFLR. FOURTH FLOOR131'-5 5/8"10'-57 8" 9'-11 8"1'-43 4"T.O. SUBFLR. FIFTH FLOOR142'-7 1/2"11'-17 8" 9'-11 8"2'-03 4" 9'-10"915'-8"2"905'-10"947'-1 58"7'-113 8"051GARAGEAX1X5X5X44'-8"X57'-113 8"7'-113 8"7'-113 8"SOFFIT, TYP.X5PAINTED ALUMINUIMTUBE 4X163'-0"1'-4"BLOCKING (VERIFYWTIH STRUCTURAL) 19A5011'-4"412"112"10"GRADE7'-1138"GRADE1'-0"112"1012"332051GARAGE051GARAGE051GARAGE 15A600 9A600 7A500 6A500 6A500METAL FLASHINGX4X4X7AT.O. SUBFLR. SECOND FLOOR110'-5-7/8"1'-4"412"112"10"T.O. TOPPING FIRST FLOOR100'-0"X1X1X1P151'-4"PARKINGGARAGERESIDENTIALBUILDINGX1(NO INSULATION)SIM4"1'-4"412"112"10"GRADE7'-1138"62'-8"20'-0"10"6'-612"2'-0"7'-1138"LINE OF DECKING BEYOND051GARAGE 11A500X2X4T.O. SUBFLR. SECOND FLOOR110'-5-7/8"T.O. TOPPING FIRST FLOOR100'-0"X11'-4"7'-1138"5'-012"10"412"A2"112"913'-10"ELEV 8A500051GARAGEX41'-0"1'-71 2"1'-0"1'-0"1'-0"3 RISERS @ 6 1 2"T.O. SUBFLR. SECOND FLOOR110'-5-7/8"915'-5 1/2"ELEVT.O. TOPPING FIRST FLOOR100'-0"X1X4GRADE 10A500E10"112"412"1'-4"X1A303WALL SECTIONSSHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1 SCALE: 3/8" = 1'-0"1WALL SECTIONA303 SCALE: 3/8" = 1'-0"2WALL SECTIONA303 SCALE: 3/8" = 1'-0"3WALL SECTIONA303 SCALE: 3/8" = 1'-0"6WALL SECTIONA303 SCALE: 3/8" = 1'-0"7WALL SECTIONA303 SCALE: 3/8" = 1'-0"8WALL SECTIONA303 SCALE: 3/8" = 1'-0"4WALL SECTIONA303 SCALE: 3/8" = 1'-0"5WALL SECTIONA303 912'-11 1/2"ELEV051GARAGEDRIVE AISLE4'-218"3'-4"11'-1"4'-218"3'-4"4'-218"3'-4"4'-218"3'-4"4'-218"3'-4"7"4'-0"9'-13 8"1"4'-1"2'-9"1'-1034"9'-4"9'-4"1'-2"16 RISERS @ 7" MAX 2 RISERS@ 7" MAX13'-9"16 RISERS @ 7" MAX 4 RISERS@ 7" MAX1"13'-9"15 TREADS @11"15 TREADS @11"11"1'-1"4'-812"9'-4"1'-2"16 RISERS @ 7" MAX 2 RISERS@ 7" MAX13'-9"1"15 TREADS @11"11"1'-1"4'-812"9'-4"1'-2"16 RISERS @ 7" MAX 2 RISERS@ 7" MAX13'-9"1"15 TREADS @11"11"1'-1"4'-812"1'-0"1'-6"7'-11"2 RISERS@ 7" MAX3 RISERS@ 7" MAX14 RISERS @ 7" MAX 1"2'-3"1'-10"1"3'-10"2 TREADS@11"11'-11"13 TREADS @11"2'-10"2'-10"2'-10"2'-10"2'-10" 9'-93 8" 3'-6"X17'-113 8" 9'-13 8" 7'-113 8" 9'-13 8" 7'-113 8" 7'-113 8"910'-9"ELEV051GARAGEDRIVE AISLE4'-678"2'-1114"11'-9"2'-1114"4'-678"2'-1114"4'-678"2'-1114"4'-678"2'-1114"3"7'-7"9'-13 8"1"4'-1"3'-8"2'-51 2"8'-9" 9'-4"1'-2" 16 RISERS @ 7" MAX 2 RISERS @ 7" MAX 13'-9"15 RISERS @ 7" MAX 5 RISERS @ 7" MAX1"12'-10"15 TREADS @11"15 TREADS @11"11"1'-1"4'-812"9'-4"1'-2" 16 RISERS @ 7" MAX 2 RISERS @ 7" MAX 13'-9"1"15 TREADS @11"11"1'-1"4'-812"9'-4"1'-2" 16 RISERS @ 7" MAX 2 RISERS @ 7" MAX 13'-9"1"15 TREADS @11"11"1'-1"4'-812"1'-2" 2 RISERS @ 7" MAX1"2'-10" 2'-10"2'-10"2'-10"1'-1"10'-4"X17'-113 8" 9'-13 8" 7'-113 8" 9'-13 8" 7'-113 8" 7'-113 8"7'-1058"5'-6"3'-10"3'-81 2"5'-31 2" 9 RISERS @ 7" MAX 7 RISERS @ 7" MAX 7'-4"8 TREADS @11"6 TREADS @11"2'-10"60°SHIPS LADDER. MOUNTPER MANUFACTURER'SRECOMMENDATIONSBEYOND3'-0"S2S2S2S2S2S2S2S2S2S2905'-3"ELEVDOOR BEYOND905'-7"ELEVDOOR BEYOND1"X4X4X4X4X4X4X4X4X4X42'-8"GBHA2'-3"2'-8" 7'-3" 7'-7"3 TREADS @11" 17A5003'-2" 17A5003'-2" 3'-6"PREFINISHEDALUMINUM GUARDRAIL, BOLT TOPARAPET 12A501 12A5012'-0" 2'-0" 1'-8"ROOF BEARING151'-8 5/8"T.O. SUBFLR. SECOND FLOOR110'-5 7/8"T.O. TOPPING FIRST FLOOR100'-0"T.O. SLAB GARAGE FLOOR90'-2"T.O. SUBFLR. THIRD FLOOR120'-11 3/4"10'-57 8"10'-57 8"9'-11 8" 9'-11 8"9'-11 8"1'-43 4"1'-43 4"12"T.O. SUBFLR. FOURTH FLOOR131'-5 5/8"10'-57 8" 9'-11 8"1'-43 4"T.O. SUBFLR. FIFTH FLOOR142'-7 1/2"11'-17 8" 9'-11 8"2'-03 4" 9'-10"915'-8"2"905'-10"947'-1 58"A304VERTICALCIRCULATIONSHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1 SCALE: 3/8" = 1'-0"1STAIR 'B' SECTIONA304 SCALE: 3/8" = 1'-0"2STAIR 'A' SECTIONA304 SEE PLAN6'-0"1'-4"VARIEST.O. SLAB GARAGE FLOORVARIES1" X 316" STEEL BAR GRATE3 X 3 X 38" GALV. STEELSEE STRUCTURAL FOR SUPPORTCONCRETE FOOTING (SEESTRUCTURAL)GRAVEL FILLSLEEVE FOOTING ORWALL AS REQUIRED FORDRAIN TILE96" X 72" WEATHERPROOFLOUVER AT INTAKE50" X 72" WEATHERPROOFLOUVER AT EXHAUSTSEE MECHANICAL FORSIZE - SEE STRUCTURALFOR LINTELGRADE051GARAGEGRIDT.O. TOPPING FIRST FLOOR100'-0"1'-0"1'-0"GRADE904'-7 1/4"ELEV915'-1 3/8"ELEV925'-9 1/2"ELEV5'-61 4" 10 RISERS @ 7" MAX 4'-712"5'-612"4'-512"4'-512"4'-512"2'-10"2'-10" 2'-10" 2'-10"6'-1"2'-10"2'-85 8" 5'-3"5'-3"5'-3"4'-512"9 RISERS @ 7" MAX9 RISERS @ 7" MAX9 RISERS @ 7" MAX 5'-612"5'-612"4'-0"5'-1"2'-10"4'-0"4'-0"4'-114"5'-1"7'-4"8 RISERS @ 11"7'-4"8 RISERS @ 11"7'-4"8 RISERS @ 11"8'-3"9 RISERS @ 11"8'-3"9 RISERS @ 11"7'-4"8 RISERS @ 11"7'-4"8 RISERS @ 11"7'-4"8 RISERS @ 11"4'-0"512"512"512"512"512"512"METAL PANSTAIR17'-4"X8X83'-6"METALFLASHINGX8AREA OFREFUGEGUARD RAILAREA OFREFUGE5'-3" 9 RISERS @ 7" MAX512"5'-61 4"5'-3" 9 RISERS @ 7" MAX 5'-3" 9 RISERS @ 7" MAX10 RISERS @ 7" MAX T.O. SUBFLR. SECOND FLOOR110'-5 7/8"T.O. TOPPING FIRST FLOOR100'-0"T.O. SLAB GARAGE FLOOR90'-2"T.O. SUBFLR. THIRD FLOOR120'-11 3/4"10'-57 8"10'-57 8" 9'-11 8"9'-11 8"1'-43 4"1'-43 4"12"T.O. SUBFLR. FOURTH FLOOR131'-5 5/8"10'-57 8" 9'-11 8"1'-43 4" 11'-17 8" 9'-11 8" 9'-10"915'-8"2"905'-10"GRADEGRADE5'-1012"4'-1112"4'-6"512"GALVANIZEDOPEN GRATESTAIR3'-0"1'-1112"GATE27'-4"11'-1" 19 RISERS @ 7" MAX 11'-8" 20 RISERS @ 7" MAX 11'-1" 19 RISERS @ 7" MAX 4'-1112"512"5'-5"512"4'-6"1'-9" 3 RISERS @ 7" MAX 16'-6"18 TREADS @ 11"17'-5"19 TREADS @ 11"16'-6"18 TREADS @ 11"SEE PLAN4'-0"1'-4"T.O. SLAB SEE STRUCTURAL PLAN1" X 316" STEEL BAR GRATE3 X 3 X 38" GALV. STEELSEE STRUCTURAL FOR SUPPORTCONCRETE FOOTING (SEESTRUCTURAL)GRAVEL FILL48" X 48" WEATHERPROOFLOUVER AT EXHAUSTSEE MECHANICAL FORSIZE - SEE STRUCTURALFOR LINTELGRADEPA1'-0"1'-0"T.O. TOPPING FIRST FLOOR100'-0"SEESTRUCTURALT.O. SLAB GARAGE FLOOR90'-4"T.O. DOUBLE TEESSEE STRUCTURAL PLAN1'-0"A305VERTICALCIRCULATIONSHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1 SCALE: 3/8" = 1'-0"1STAIR DA305 SCALE: 3/8" = 1'-0"2STAIR CA305 SCALE: 3/8" = 1'-0"4AREA WELL - GARAGEA305 SCALE: 3/8" = 1'-0"3AREA WELL - OPEN PARKING GARAGEA305 SCALE: 3/8" = 1'-0"5STAIR D - GATE ELEVATIONA305 GENERAL UNIT PLAN NOTES1.ALL INTERIOR WALL ARE TYPE 'A', UNLESS NOTED OTHERWISE.2.NOTIFY ARCHITECT IMMEDIATELY IF DIMENSIONAL DISCREPANCIES OCCUR.3.REFER TO OVERALL BUILDING PLANS FOR THE FOLLOWING:- EXTERIOR WALL TYPES- EXTERIOR DOORS & WINDOW SIZES & LOCATIONS- EXTERIOR WALL DIMENSIONS- INTERIOR DEMISING WALL TYPES4.PROVIDE ROD & SHELF AT ALL CLOSETS UNLESS NOTED OTHERWISE.5.PROVIDE BASE AND FLOOR FINISHES BEHIND REFRIGERATOR AND AT REMOVABLEVANITIES.6.CAULK/SEAL VANITY AND KITCHEN COUNTERS AND BACKSPLASHES TO WALL.7.CAULK/SEAL ALL PLUMBING FIXTURES TO WALL AND COUNTER.8.MAINTAIN 40" CLEAR BETWEEN KITCHEN COUNTER AND ANY ADJACENT SURFACEOR OBSTRUCTION.9.PROVIDE WOOD BLOCKING BEHIND ALL WALL HUNG CASEWORK, MILLWORK,SHELVING, FIXTURES & ELSEWHERE AS NOTED OR AS NECESSARY BASED ONMANUFACTURERS' RECOMMENDATIONS.10.GENERAL CONTRACTOR TO VERIFY WITH MECHANICAL SUBCONTRACTORS AS TOLOCATIONS FOR EQUIPMENT, ETC. NOTIFY ARCHITECT OF ANY NECESSARYMODIFICATIONS.11.VERIFY LOCATIONS OF ALL MECHANICAL AND PLUMBING, IF CONFLICTS ARISE,NOTIFY ARCHITECT IMMEDIATELY.12.VERIFY ALL FIXTURES AND EQUIPMENT FIT IN PLANS PRIOR TO INSTALLATION ANDTHAT FIXTURES MAINTAIN REQUIRED CLEARANCES AND CLEAR AREA AS INDICATEDWITH DIMENSIONS OR13.PROVIDE FIRESTOPPING AT ALL PENETRATIONS OF RATED ASSEMBLIES. ANYDISTURBANCE OF ASSEMBLY SHALL BE REPAIRED.14.FIELD VERIFY ALL DIMENSIONS & ADJUST CABINET SIZING TO FIT FIELD CONDITIONS.PROVIDE FINISHED END PANELS TO MATCH CABINETRY AT ALL EXPOSEDLOCATIONS. PROVIDE FILLERS WHERE NECESSARY TO ALLOW PROPER CABINETCLEARANCES & TO FILL OPENING COMPLETELY.15.PROVIDE CABINET MANUFACTURER'S STANDARD TOE KICK AT CABINETS, STAIN TOMATCH CABINET.16.RSF = REMOVE SINK FRONT.17.ALL DWELLING UNITS TO HAVE CONCEALED WALL BLOCKING PROVIDED FORFUTURE GRAB BARS.18.CAULK/SEAL ALL PLUMBING FIXTURES TO WALL AND COUNTER.19.PAINT ELECTRICAL BOX TO MATCH WALL.20.CONTRACTOR TO VERIFY CLEARANCES TO ALL COMBUSTIBLE MATERIALS FROMFIREPLACES OR MECHANICAL EQUIPMENT AND MEET MANUFACTURER'SRECOMMENDATIONS.21.PROVIDE BLOCKING FOR FUTURE GRAB BARS IN ALL UNITS PER DETAILS.22.SEE SHEET A001 FOR ALL WALL TYPES.42BEDROOM10'-0" x 13'-7"BATHGREAT ROOM14'-0" x 12'-7"W/DREFKITCHENDWPLINE OF SOFFITCPTVINCPTVIN24'-9"6'-6" 29'-734"10'-514"1'-0"11'-2"10'-2"7'-91 4"7'-914"8'-101 4"3'-11"6'-914"135°3'-7"3'-1012"7'-312"2'-234"6'-6" 5'-6"5'-0"2'-10"6'-9"135 ° 10'-834"3'-11"BATYPCC1001 002006005003A70052A70017188'-10"B2'-6"BB12'-714"3'-5" GREAT ROOM13'-0" x 14'-10"BEDROOM9'-11" x 10'-0"42BATHGLASS TRANSOMPDWKITCHENREFW/DLINE OF SOFFITCPTVIN20'-11"29'-73 4" 3'-101 2"3'-7"6'-0"10'-0"3'-712"12'-33 4"10'-2"1'-634"3'-914"1'-0"6'-2"5'-6"4'-10"10'-7"1134"11'-101 4"5'-2"CC1ATYP001 007005010 014 006THIS SOFFIT ATUNIT 122 ONLYA70052A7002021222'-6"11'-5"BNO DECK ATUNITS 106-506REFDWP42 GREAT ROOM11'-8" x 14'-1"BEDROOM11'-4" x 12'-5"BATHKITCHENWDCPTVIN60CPTVIN LINE OF SOFFITDHB20'-11"8'-2"12'-9"9'-0"2'-1112"13'-412"9'-3"9'-212"5'-0"10'-2"24'-412"1'-0"5'-312"6'-934"31'-712" 25'-4"5'-4"4'-11"5'-734"1'-1012"B001C C1005003006012A70025A700228102'-6"2'-1"135°3'-10"002BBBATYPROOF DRAIN ATUNITS 113-513 GREAT ROOM13'-0" x 10'-10"BEDROOM9'-11" x 10'-0"42BATHGLASS TRANSOMPDWKITCHENREFW/DLINE OF SOFFITCPTVIN21'-0"29'-73 4" 5'-11 2"3'-1012"10'-912"12'-63 4"10'-3"1'-512"3'-912"1'-0"5'-101 2"5'-714"4'-10"10'-7"1'-1"11'-71 4"5'-2"CC1ATYPB6'-4"001 007005010 006012A70052A70020212210'-5"2'-6"BLINE OF SOFFIT29'-73 4" 3'-101 2"312"006012A70020212212'-53 4"REFDW42 GREAT ROOM12'-5" x 12'-8"BEDROOM10'-2" x 11'-10"BATHKITCHENPDW60LINE OF SOFFIT8'-8"4'-10"10'-5"23'-11"3'-7"8'-10" 7'-0"5'-31 2"1'-0" 26'-0"2'-112"10'-0"6'-101 2"1'-8"4'-012"6'-0" 3'-101 2"4'-812"2'-1"4'-1012"001 C1CBP004 011 014 006005A70025A700141322007 THIS SOFFIT ATUNIT 110 ONLYBBATYP42 GREAT ROOM12'-9" x 16'-5"BEDROOM10'-8" x 10'-6"BATHWREFDWKITCHENPDCPTVINCPTVIN 6010'-5"1'-212"4'-10"9'-6"24'-9"1'-0"5'-11 2" 29'-73 4"4'-8"2'-112"11'-23 4"7'-0"4'-012"5'-31 2"4'-612"UNIT EBC1C001 004 0020060120054'-812"A700221314A700525'-11 2"6'-4"14'-812"007 PBATYP5'-4" 29'-73 4" 6'-101 2"9'-53 4"00601225'-4"1'-212"A400ENLARGED UNITPLANSSCALE: 1/4" = 1'-0"1UNIT A - 613 GSFA400SCALE: 1/4" = 1'-0"2UNIT B - 617 GSFA400SHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.com4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1SCALE: 1/4" = 1'-0"3UNIT B1 - 587 GSFA400SCALE: 1/4" = 1'-0"6UNIT E - 698 GSFA400SCALE: 1/4" = 1'-0"5UNIT D - 619 GSFA400SCALE: 1/4" = 1'-0"4UNIT C - 661 GSFA400SCALE: 1/4" = 1'-0"3AUNIT B2 - 575 GSFA400SCALE: 1/4" = 1'-0"6AUNIT E1 - 686 GSFA4004.26.2017ASI #11 - CLOSET DOORS REVISION222333DELETEISLAND3DELETEISLAND36DELETEISLAND3333335.15.2017ASI #12 - UNIT ISLANDS/VANITIES3333333 GREAT ROOM12'-9" x 16'-5"BEDROOM10'-8" x 14'-6"BATHREFDWKITCHENPWDLINE OF SOFFIT426010'-5"4'-10"9'-6"24'-9"11'-534"3'-1012"3'-7"7'-9"29'-73 4"10'-0"6'-0"1'-0"5'-312"1'-212"4'-8"2'-112"4'-612"8'-0"001 005004 011 0140064'-812"007 THIS SOFFIT ATUNIT 104 ONLY612"LINE OF SOFFIT9'-534"3'-1012"3'-7"29'-73 4" 3'-512"10'-012"13'-9 1/2" AT UNIT 507006GENERAL UNIT PLAN NOTES1.ALL INTERIOR WALL ARE TYPE 'A', UNLESS NOTED OTHERWISE.2.NOTIFY ARCHITECT IMMEDIATELY IF DIMENSIONAL DISCREPANCIES OCCUR.3.REFER TO OVERALL BUILDING PLANS FOR THE FOLLOWING:- EXTERIOR WALL TYPES- EXTERIOR DOORS & WINDOW SIZES & LOCATIONS- EXTERIOR WALL DIMENSIONS- INTERIOR DEMISING WALL TYPES4.PROVIDE ROD & SHELF AT ALL CLOSETS UNLESS NOTED OTHERWISE.5.PROVIDE BASE AND FLOOR FINISHES BEHIND REFRIGERATOR AND AT REMOVABLEVANITIES.6.CAULK/SEAL VANITY AND KITCHEN COUNTERS AND BACKSPLASHES TO WALL.7.CAULK/SEAL ALL PLUMBING FIXTURES TO WALL AND COUNTER.8.MAINTAIN 40" CLEAR BETWEEN KITCHEN COUNTER AND ANY ADJACENT SURFACEOR OBSTRUCTION.9.PROVIDE WOOD BLOCKING BEHIND ALL WALL HUNG CASEWORK, MILLWORK,SHELVING, FIXTURES & ELSEWHERE AS NOTED OR AS NECESSARY BASED ONMANUFACTURERS' RECOMMENDATIONS.10.GENERAL CONTRACTOR TO VERIFY WITH MECHANICAL SUBCONTRACTORS AS TOLOCATIONS FOR EQUIPMENT, ETC. NOTIFY ARCHITECT OF ANY NECESSARYMODIFICATIONS.11.VERIFY LOCATIONS OF ALL MECHANICAL AND PLUMBING, IF CONFLICTS ARISE,NOTIFY ARCHITECT IMMEDIATELY.12.VERIFY ALL FIXTURES AND EQUIPMENT FIT IN PLANS PRIOR TO INSTALLATION ANDTHAT FIXTURES MAINTAIN REQUIRED CLEARANCES AND CLEAR AREA AS INDICATEDWITH DIMENSIONS OR13.PROVIDE FIRESTOPPING AT ALL PENETRATIONS OF RATED ASSEMBLIES. ANYDISTURBANCE OF ASSEMBLY SHALL BE REPAIRED.14.FIELD VERIFY ALL DIMENSIONS & ADJUST CABINET SIZING TO FIT FIELD CONDITIONS.PROVIDE FINISHED END PANELS TO MATCH CABINETRY AT ALL EXPOSEDLOCATIONS. PROVIDE FILLERS WHERE NECESSARY TO ALLOW PROPER CABINETCLEARANCES & TO FILL OPENING COMPLETELY.15.PROVIDE CABINET MANUFACTURER'S STANDARD TOE KICK AT CABINETS, STAIN TOMATCH CABINET.16.RSF = REMOVE SINK FRONT.17.ALL DWELLING UNITS TO HAVE CONCEALED WALL BLOCKING PROVIDED FORFUTURE GRAB BARS.18.CAULK/SEAL ALL PLUMBING FIXTURES TO WALL AND COUNTER.19.PAINT ELECTRICAL BOX TO MATCH WALL.20.CONTRACTOR TO VERIFY CLEARANCES TO ALL COMBUSTIBLE MATERIALS FROMFIREPLACES OR MECHANICAL EQUIPMENT AND MEET MANUFACTURER'SRECOMMENDATIONS.21.PROVIDE BLOCKING FOR FUTURE GRAB BARS IN ALL UNITS PER DETAILS.22.SEE SHEET A001 FOR ALL WALL TYPES.LINE OF SOFFIT5'-11 2" 6'-101 2"11'-51 2"4'-012"31'-71 2"006012 GREAT ROOM12'-7" x 19'-8"BEDROOM11'-10" x 12'-5"BATHREFDWPKITCHENWDCPTVINCPTVIN LINE OF SOFFIT426025'-9"10'-5"4'-10"10'-6"5'-31 2"5'-11 2"1'-0"5'-812"31'-71 2" 5'-11 2"13'-21 2"6'-101 2"2'-1"4'-812"4'-012"001 004 0060120020055'-212"007 6'-4"W GREAT ROOM12'-9" x 16'-5"BEDROOM10'-8" x 13'-1"BATHDREFDWKITCHENPLINE OF SOFFIT426011'-312"4'-10"9'-3"25'-412"8'-41 4"10'-03 4"3'-101 2"3'-1012"7'-9"29'-73 4"10'-0"6'-0" 1'-0"7'-81 2"1'-912"4'-7"4'-11"2'-112"4'-11"001 005 011 014005006007512"4'-0"DWP42 GREAT ROOM11'-1" x 15'-8"BEDROOM11'-7" x 10'-5"BATHKITCHENWREFCPTVINDDEN9'-10" x 10'-11"CPTVIN60LINE OF SOFFIT40404040CPTVIN3'-7"3'-71 2"7'-1012"6'-6"2'-8"10'-612"18'-01"11'-51 4"8'-31 2" 9'-11"7'-21 2" 36'-101 4"12'-012"10'-1"2'-7"3'-612"9'-912"26'-0"3'-61 2"2'-234"7'-91 4" 3'-11"7'-7"4'-10"1'-0"6'-9"3'-1012"6'-2"135°135°7'-914"UNIT J001 005007006010 00224'-9"29'-73 4" GREAT ROOM12'-9" x 14'-7"BEDROOM10'-8" x 10'-6"42BATHWDREFDWCPTVINCPTVIN 60LOWERED PORTION OF WALLLINE OF SOFFIT48484'-012"6'-4"14'-812"5'-112"10'-934"7'-112"4'-1012"5'-112"10'-5"9'-5"4'-11"1'-0"5'-71 2"4'-1012"2'-9"3'-812"001 005004 007 0020120064'-9" GREAT ROOMLINE OF SOFFIT29'-73 4" 5'-112"6'-1012"012006 GREAT ROOM12'-9" x 15'-5"BEDROOM11'-8" x 10'-6"42BATHWDREFDWCPTVIN60CPTVIN LOWERED PORTION OF WALLLINE OF SOFFIT484825'-9"31'-71 2"10'-5"10'-5"4'-11"1'-0"5'-71 2"4'-012"6'-4"5'-11 2" 5'-11 2"12'-91 2"7'-11 2"4'-1012"4'-812"2'-9"4'-812"001 005004 007 00200601215'-812"4'-9"31'-71 2" 5'-11 2" 6'-101 2"012006A401ENLARGED UNITPLANSSHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.com4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1SCALE: 1/4" = 1'-0"1UNIT E2 - 728 GSFA401SCALE: 1/4" = 1'-0"1AUNIT E2 (ACCESSIBLE) - 728 GSFA401SCALE: 1/4" = 1'-0"1BUNIT E3 - 688 GSFA401SCALE: 1/4" = 1'-0"2UNIT F - 784 GSFA401SCALE: 1/4" = 1'-0"2AUNIT F1 - 762 GSFA401SCALE: 1/4" = 1'-0"3UNIT G - 698 GSFA401SCALE: 1/4" = 1'-0"4UNIT H - 784 GSFA401SCALE: 1/4" = 1'-0"5UNIT J - 851 GSF A401SCALE: 1/4" = 1'-0"3AUNIT G1 - 686 GSFA401SCALE: 1/4" = 1'-0"4AUNIT H1 - 762 GSFA4014.26.2017ASI #11 - CLOSET DOORS REVISION22222225.15.2017ASI #12 - UNIT ISLANDS/VANITIES33333333333333333333333 BAR-242BATHW/DPDWKITCHENREF20'-7"9'-8"12'-514"3'-2"5'-0"4'-03 4" 1'-0"3'-6"42 GREAT ROOM13'-7" x 15'-2"BEDROOM11'-7" x 13'-1"BATHBEDROOM10'-7" x 12'-1"DWPKITCHENREF42BATHWDDINING60LINE OF SOFFITCPTVIN29'-834"31'-112"001 BBCATYPP28'-734"3'-7"10'-112"6'-0"6'-1134"14'-4"7'-0"15'-1134"13'-9"14'-6"10'-412"6'-3"005 002005 006A008011 013A70052A70052A7001211227'-2"6'-2"10'-512"6'-7"7'-2"2'-7"2'-5"5'-4"3'-6"009009P3'-4"6'-0"4'-7"11"A50114A50115BB GREAT ROOM13'-7" x 15'-2"BEDROOM11'-7" x 13'-1"BATHBEDROOM9'-7" x 12'-1"DWPKITCHENREFDININGBATHWDLINE OF SOFFITLINE OF SOFFIT4242CPTVIN 6029'-83 4"31'-112"3'-212"10'-612"3'-0"5'-113 4"3'-113 4" 28'-73 4"1'-0"2'-11"3'-6"006A2'-5"14'-4"7'-0" 15'-113 4"13'-9"12'-112"10'-4"8'-8"6'-101 2"8'-7"10'-512"6'-7"7'-2"BBATYPPC002005011013 001 002009005A7005 3A70052A700121122009P4'-7"6'-0"11" 3'-4"A50115A50114BB4248 GREAT ROOM12'-5" x 11'-4"BATHBATHBEDROOM10'-0" x 13'-4"BEDROOM12'-6" x 11'-9WDDININGCPTVINCPTVINCPTVINLINE OF SOFFITKITCHENDWPREF60484824'-1"12'-712"8'-4"8'-0"41'-712"3'-5"8'-712"10'-812"13'-412"13'-612"8'-1112"7'-9"4'-1"6'-1012"2'-5"3'-1"10'-334"5'-612"6'-512"3'-11"10'-4"3'-10"001ATYPBC2'-812"1'-5"005002002006005008002013A70052A70025A700221112009THIS SOFFIT ATUNIT 108 AND117 ONLY6'-034"BBB5'-6" GREAT ROOM12'-0" x 13'-7"DEN/DINING7'-8" x 9'-7"BATHBEDROOM13'-0" x 11'-360BATHWDCPTVINCPTVINFPLINE OF SOFFITKITCHENDWPREF4239396024'-1"41'-113 4"UNIT K1001BC005002002009A70052 A7004A7002211128'-212"12'-83 4"18'-7"3'-1012"10'-61 4"7'-8"3'-5"3'-21 2"11'-10"6'-3"13'-612"4'-21 4"3'-111 2"6'-3"9'-10"3'-9"2'-1" 005 006 0126'-912"4'-11 2"ATYPBBBT02T02MEN42BATHREFDWW/D8'-412"16'-478"14'-41 2"403UNIT M4242 GREAT ROOM12'-5" x 11'-4"BATHBATHBEDROOM10'-0" x 13'-4"BEDROOM12'-6" x 11'-9WDDININGCPTVINCPTVINCPTVIN LINE OF SOFFITKITCHENDWPREF48486028'-912"12'-71 2"8'-0"3'-5"8'-71 2"11'-812"13'-412"13'-612"8'-111 2"7'-9"4'-1"6'-612"3'-1"10'-33 4"5'-612"6'-512"3'-11"10'-4"4'-2"001ATYPBC2'-81 2" 1'-5"005002002006005002 013A70052A70025A700221112009 THIS SOFFIT ATUNIT 108 AND117 ONLY6'-03 4"BBB5'-6"3'-814"008A 008A 3'-101 2"6'-4"BA402ENLARGED UNITPLANSSHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.com4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1SCALE: 1/4" = 1'-0"3UNIT L - 1110 GSFA402SCALE: 1/4" = 1'-0"4UNIT L1 (ACCESSIBLE) - 1100 GSFA402SCALE: 1/4" = 1'-0"5UNIT TYPE N - 606 GSFA402SCALE: 1/4" = 1'-0"1UNIT K - 1027 GSFA402SCALE: 1/4" = 1'-0"2UNIT K1 - 958 GSFA402SCALE: 1/4" = 1'-0"6UNIT TYPE M - 575 GSFA402SCALE: 1/4" = 1'-0"2AUNIT K2 A40224.26.2017ASI #11 - CLOSET DOORS REVISION25.15.2017ASI #12 - UNIT ISLANDS/VANITIES3333333333333333333DELETEISLAND3333 21'-4"406UNIT BS2S3SCCCCDGGCX4X4AX5X4BX4X4X4X4X4X5X4X4X4X4BX5X4X4BX4X4X5X5X44'-8" 1'-0" 4'-8" 2'-6" 2'-6" 7'-7"7'-6"14'-3"10'-0"16'-2"9'-11"7'-2"11'-3"11'-114"11'-114"9'-1114"2'-6"6'-0"11'-114"S4'-4" 1'-0"18'-0"SEE SHEET L-2.0 FOR AMENITYTERRACE LAYOUT PLAN NOTES9'-31 4"2'-93 4"1'-6"9'-314"401FITNESS575 NSF15'-0"6'-0"16'-212"6'-0"16'-212"10'-4"D1DS1S2S1D3DX4 14'-912"4'-8"6'-0"4'-4"10'-4"25'-112"1'-8"7'-1034"9'-0"8'-534"1'-0" 3'-8" 401451402A 0123"6'-23 4"6'-0"S7S7S7S7S7S7S7S7S7S7TVTVFULL WALL MIRRORT01 T02T02MENT01WOMENX8A8'-412"16'-478"14'-41 2"20'-7"8'-4"9'-8"5'-614"403FITNESS501 NSF3'-51 2"S1S 41 2"41 2"3'-0"CLR.5'-0"4'-03 4" 1'-0"3'-6" 41 2"9'-0"9'-37 8"6'-0"0061'-0"CC12'-5"3'-2"1'-6"1'-6"1'-71 2"2'-6"1'-71 2"2'-6"8'-11 2"1'-5"3'-0"CLR. FIN.3'-0"3'-1"CLR.3'-1"CLR.1'-6"5'-1"3'-112"3'-2"1'-6"4'-111 2"C404ROOM1263 NSFCOMMUNITY404 401 B4 012457 D14'-33 4"7'-1158"TBL-4BAR-2BAR-29'-7"6'-734"12'-714"A70163'-0"TRASHRECYCLE012 012 2'-6"CTR-1CTR-1CTR-1DWA701789ICECTR-13'-5"3'-5"7'-6"3'-5"CT-4TBL-4BAR-2CTR-1CTR-1FIREPLACECT-3TBL-2SOFA-1TBL-3CHAIR-1CHAIR-1LT-3CHAIR-15'-8"BAR-2TBL-5CHAIR-1CHAIR-1CTR-1CTR-1TBL-2CTR-1CTR-1CTR-1CTR-1TBL-2TVPOOL/ PINGPONG TABLEWOOD CLOUDFEATURE ABOVETBL-4BAR-2BAR-2SHUFFLE BOARDBAR-2BAR-2BAR-2BAR-2TV TBL-4BAR-2BAR-2BAR-2D1TBL-4BAR-2BAR-22'-0"3'-4"2'-712"10'-31 4"TBL-4BAR-2BAR-2TBL-4BAR-2BAR-2POOL/ PING PONG STORAGE N GREAT ROOM12'-7" x 15'-9"BEDROOM10'-3" x 14'-5"BATHREFDWKITCHENPWDLINE OF SOFFIT36LG15'-414"3'-1012"11'-112"4'-5"5'-112"8'-0"1'-712"5'-312"11"4'-11"1'-212"4'-10"2'-212"3'-1012"B001 A70025004005 010003 013006PATYP11'-2"A700242310'-834" GREAT ROOM12'-7" x 20-5"BEDROOM11'-1" x 14'-5"BATHWD60LINE OF SOFFIT36LREFDWKITCHENP11"5'-312"8'-0"15'-414"2'-512"4'-5"5'-112"3'-1012"3'-1012"4'-11"1'-212"4'-10"13'-512"11'-11"001 004005 003006006 013BPATYPA70025A70022232411'-2"G11'-1014"A403ENLARGED BUILDINGPLANSSHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1SCALE: 1/4" = 1'-0"1FOURTH FLOOR - COMMUNITY, FITNESS ROOMS AND PUBLIC RESTROOMSA4035.15.2017ASI #12 - UNIT ISLANDS/VANITIES3SCALE: 1/4" = 1'-0"2UNIT TYPE E4 - 733 GSFA403SCALE: 1/4" = 1'-0"3UNIT TYPE E5 - 755 GSFA4038.28.2017ASI #202020202020 42X BLOCKINGTJI JOIST (SEE STRUCT)2'-0" FIRE RATED SHEATHING(JST BLKNG @ SHEATHING JT)TYPSHEATHINGVARIESEXT.WALL2X FRAMING4JOIST HANGER & CONNBY JOIST SUPPLIERTJI JOIST (SEE STRUCT)2'-0" FIRE RATED SHEATHING(JST BLKNG @ SHEATHING JT)TYPSHEATHINGVARIESEXT.WALL2X FRAMINGBLOCKING2X LEDGER W/ 3- 14" DIA X4 12" SDS SCREWS INTOEA STUDEXT WALL2X FRAMING (@ ROOFSEE ARCH FOR TOP OFPARAPET EL)EXT WALL2X FRAMING (@ ROOFSEE ARCH FOR TOP OFPARAPET EL)AT ROOF LEDGER SLOPESAND JOIST BRG SLOPES46CC5/8" TYPE X GYP BDON MTL CHANNELSEXTEND GYP BD TOBOTTOM OFCORRIDOR JOISTSEE STRUCT FOR JOIST SIZE SEE STRUCT FOR JOIST SIZE SEE STRUCT FOR JOIST SIZED D1 1/4" O.S.B. RIM BOARDDRAFT STOPPING4SEE STRUCT FOR JOIST SIZEVARIES2X BLOCKINGJOIST (SEE STRUCT)EXT.WALL2X FRAMINGEXT WALL2X FRAMING (@ ROOFSEE ARCH FOR TOP OFPARAPET EL)2'-0" FIRE RATED SHEATHING(JST BLKNG @ SHEATHING JT)TYPSHEATHING62" RIGIDINSULATION100'-0"412"10"6"1'-4"GRADE78"THRU-WALL FLASHING1 12" RIGIDINSULATIONGRADE100'-0"112"1012"1'-0"78"2" RIGIDINSULATION1 12" RIGIDINSULATION100'-0"2"STAINLESS STEELMETAL FLASHING(BACKGROUND)2" RIGIDINSULATION1 12" RIGIDINSULATION10"112"412"1'-4"78"4" GROUT4" GROUT2"2" RIGIDINSULATION1 12" RIGIDINSULATION10"112"412"1'-4"4" GROUTWATER PROOFINGMEMBRANEWATER PROOFINGMEMBRANEWATER PROOFINGMEMBRANE100'-0"VARIES2"811METAL DRIP EDGEFLASHINGMETAL FLASHINGWATER PROOFING TOEXTEND 18" UP WALL1 12" RIGID INSULATION10"112"412"1'-4"100'-0"1010"112"412"1'-4"METAL FLASHINGWATER PROOFING TOEXTEND 18" UP WALLLINE OF METAL FLASHING(BACKGROUND)PREFINISHED ALUMINUMRAILING, BOLT TO WALLSON EITHER SIDE4" 3'-6"100'-0"2"8PREFINISHED ALUMINUMRAILING, BOLT TO WALLSON EITHER SIDE4" 3'-6"LINE OF METAL FLASHING(BACKGROUND)METAL FLASHING2"WATER PROOFING TOEXTEND 18" UP WALL4100'-0"METAL FLASHING2"WATER PROOFING TOEXTEND 18" UP WALL10"112"412"1'-4"4"3'-6"PREFINISHED ALUMINUMRAILING, BOLT TO WALLSON EITHER SIDELINE OF METAL FLASHING(BACKGROUND)WOOD SLEEPERSMETAL FASCIAMETAL DRIP EDGEFLASHING8CONCRETE PAVERSCONCRETE PAVERSVARIESSEE STRUCT FOR JOIST SIZE CANT/ ROOF SHEATHING4"PREFINISHED METAL CAPFLASHING WITH HEMMEDDRIP EDGE ON BOTH SIDESWRAP MEMBRANE UP ANDOVER TOP OF PARAPETCANT57OREL. VARIEST.O. ROOF SHEATHINGVARIES - SEE WALL SECTIONS SLOPE 14" / FT2"44" 3'-6"PREFINISHED ALUMINUMRAILING, BOLT TO WALLSON EITHER SIDELINE OF METAL FLASHING(BACKGROUND)LINE OF WALL(BACKGROUND)TUBE STEEL FRAMINGPREFINISHED ALUMINUMDECK100'-0"2" RIGIDINSULATION1 12" RIGIDINSULATION1'-4"4" GROUTWATER PROOFINGMEMBRANE10"112"412"2"2X4VARIESCANT/ ROOF SHEATHING4"PREFINISHED METAL CAPFLASHING WITH HEMMEDDRIP EDGE ON BOTH SIDESWRAP MEMBRANE UP ANDOVER TOP OF PARAPETCANT9T.O. FIFTH FLOORPREFINISHED ALUMINUMRAILING, BOLT TO WALLSON EITHER SIDE4" VARIES - SEE WALL SECTIONS 3'-6"VARIESCANT/ ROOF SHEATHING4"PREFINISHED METAL CAPFLASHING WITH HEMMEDDRIP EDGE ON BOTH SIDESWRAP MEMBRANE UP ANDOVER TOP OF PARAPETCANT9VARIES - SEE WALL SECTIONST.O. FIFTH FLOORPREFINISHED ALUMINUMRAILING, BOLT TO WALLSON EITHER SIDE4"3'-6"1'-0" 1'-0"412"THRESHOLDS AT EXTERIORSLIDING DOORS OF TYPE 'A'UNITS 202, 302, AND 525 TOBE 1/2" (34" MAX.)PIPE - SIZE VARIESAPPLIES TO ALLSTRUCTURAL MEMBERS- INCLUDING ALL, BUTNOT EXCLUSIVE TO,DIMENSIONAL LUMBER,JOISTS, ETC.OPENINGVARIES ALL PIPE PENETRATIONS TO ACCOMMODATE 14"BUILDING SHRINKAGE/ FLOOR. PENETRATIONS ARE TOFOLLOW STRUCTURAL GUIDELINES AND TO BEREVIEWED UPON PLUMBING PERMIT APPLICATION.1/4" AT 1ST FLOOR1/2" AT 2ND FLOOR3/4" AT 3RD FLOOR 1" AT 4TH FLOOR 1 1/4" AT 5TH FLOORA500DETAILSSHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1SCALE: 1 1/2" = 1'-0"12 HR JOIST FRAMING DETAILA500SCALE: 1 1/2" = 1'-0"22 HR JOIST FRAMING DETAILA500SCALE: 1 1/2" = 1'-0"3JCT. O.W. FLR TRUSSES @ 1 HR DEMISING WALLA500SCALE: 1 1/2" = 1'-0"4WALL SECTION @ CORRIDORA500SCALE: 1 1/2" = 1'-0"6SILL DETAIL AT BRICKA500SCALE: 1 1/2" = 1'-0"7SILL DETAIL AT METAL PANELA500SCALE: 1 1/2" = 1'-0"8SILL DETAIL AT STOOPA500SCALE: 1 1/2" = 1'-0"9SILL DETAIL AT STOOP DOORA500SCALE: 1 1/2" = 1'-0"10DECK DETAILA500SCALE: 1 1/2" = 1'-0"102 HR JOIST FRAMING DETAILA500SCALE: 1 1/2" = 1'-0"11ROOF TOP DETAILA500SCALE: 1 1/2" = 1'-0"12ROOF DECK DETAILA500SCALE: 1 1/2" = 1'-0"13DECK DETAILA500SCALE: 1 1/2" = 1'-0"14DECK DETAILA500SCALE: 1 1/2" = 1'-0"15DECK DETAILA500SCALE: 1 1/2" = 1'-0"16PARAPET DETAILA500SCALE: 1 1/2" = 1'-0"17PARAPET DETAILA500SCALE: 1 1/2" = 1'-0"18PARAPET DETAILA500SCALE: 1 1/2" = 1'-0"19PENETRATIONS @ STRUCTURAL MEMBERSA500111 PEDESTALWOOD SILLPREFINISHED METALFLASHING WITH DRIP EDGECEMENT BOARD SIDING,PAINTEDPREFINISHED METAL HEADFLASHING WITH DRIP EDGEBACKER ROD & SEALANTCAULKGYP BD RETURNNO EXTERIOR FINISH2X6 STUDSMETAL FLASHINGSOLIDER BRICK14" BACKER ROD & SEALANT4X4 METAL CLAD WOOD TRIM312"31 2"WOOD TRIM1"X6412"BRICK MOULD BYWINDOW SUPPLIERBACKER ROD & SEALANTTHRU-WALL FLASHINGBRICK SILLGYP BD RETURNCAULKCULTURED MARBLESILL, OVERHANG GYPBD BY 12"CAULK 1" AT 4TH FLOORSTART THIN BRICK @WINDOW SILL 412"X6CAULKPREFINISHED METAL HEADFLASHING WITH DRIP EDGEBRICK LINTEL, REFER TOSTRUCTURAL FOR INFONO SEALANT AT HEADGYP BD RETURNSOFFIT-SEE PLANFOR LOCATIONSBACKER ROD ANDSEALANTT.O. FOURTH FLOORBRICK WINDOW SILL BEYONDTHIN BRICK RETURNHOLD SHEATHING UP 1" FROMLINTELHOLD SHEATHING UP 1" FROMLINTELSECTIONOPEN21 2"3 4"5 8"71 4"34"714"58"34"2'-0" 1 2"4"4"1'-0"1"4"14"34"34"34"WOOD TRIMWOOD TRIMSOFFITWALL BEYONDWOOD SILLWOOD TRIMWOOD TRIMWOOD TRIMSOFFITWALL BEYOND14"4"11 2"4" 1 4"CANT/ ROOF SHEATHING4"PREFINISHED METAL CAPFLASHING WITH HEMMEDDRIP EDGE ON BOTH SIDESWRAP MEMBRANE UP ANDOVER TOP OF PARAPETSEE WALL SECTIONSTOP OF SOLIDER COURSE TOALIGN W/ TOP OF DECKINTERIOREXTERIOR14" BACKER ROD & SEALANTSILLTREATED WOOD BLOCKING1"1 2"3"SILL14" BACKER ROD & SEALANTTREATED WOOD BLOCKING14"BATTENSBATTEN14" BACKER ROD & SEALANT14" BACKER ROD & SEALANT4X4 METAL CLAD WOOD TRIM312"31 2"14" BACKER ROD & SEALANT14" BACKER ROD & SEALANT4X4 METAL CLAD WOOD TRIM312"312"14" BACKER ROD & SEALANTBACKER ROD ANDSEALANTSILLBATTENBATTEN4X4 METAL CLAD WOOD TRIM312"312"14" BACKER ROD & SEALANTBACKER ROD ANDSEALANTSILL12"12" 1 2"PLANX5CUSTOM PREFINISHEDSHEET METAL CORNER BEADSEALANTSEALANT2X4 METAL CLAD WOOD TRIM312"11 2"14" BACKERROD &SEALANT14" BACKER ROD & SEALANT312"11 2"3'-0"EDGE OF BRICK WALLCORRUGATED METALSLOPED 2X6 PAINTED STEELTUBESPREFINISHED METALFLASHING2"CANOPYSLOPE 18" / FT8"SIGNAGE1'-0"6'-4"2X8 PAINTED STEEL TUBE1'-4"2"2X8 PAINTED STEEL TUBE2X6 PAINTED STEEL TUBE3'-4"RECEIVING CHANNEL FLASHING2X4 METAL CLAD WOOD TRIM14" BACKERROD &SEALANT14" BACKER ROD & SEALANT1" STEEL ANGLE34"8"2X8 PAINTED STEEL TUBESSLOPED 2X6 PAINTEDSTEEL TUBESCORRUGATED METAL3'-0"8'-2"1'-6"EQEQEQEQEQEQ19A501 21A501 SLOPED ANGLESLOPED ANGLEREGLETBLOCKING (SEE STRUCTURAL)H BRACKET WITH ANGLE(SEE STRUCTURAL)12" GAP IN BRICK ATBOTTOM OF PLATE,SEALANT14" EXPANSION MATERIAL BETWEENBRICK AND ANGLE (BEYOND)2X8 PAINTED STEEL TUBESCORRUGATED METALSLOPING 2X6 PAINTEDSTEEL TUBESSLOPING ANGLEA501DETAILSSHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1SCALE: 1 1/2" = 1'-0"1THIN BRICK MEETS STANDARD BRICKA501SCALE: 1 1/2" = 1'-0"2THIN BRICK WINDOW JAMBA501SCALE: 1 1/2" = 1'-0"3THIN BRICK WINDOW SILLA501SCALE: 1 1/2" = 1'-0"4THIN BRICK WINDOW HEADA501SCALE: 1 1/2" = 1'-0"62X6 STUD WALL MEETS 2X8 STUD WALLA501SCALE: 1 1/2" = 1'-0"7BRICK MEETS HARDIEA501SCALE: 1 1/2" = 1'-0"8BRICK MEETS METALA501SCALE: 1 1/2" = 1'-0"9METAL MEETS HARDIEA501SCALE: 1 1/2" = 1'-0"10HARDIE MEETS WDW W/ TRIMA501SCALE: 1 1/2" = 1'-0"5SOLIDER BRICK DETAILA501SCALE: 1 1/2" = 1'-0"12PARAPET FRAMEOUT DETAILA501SCALE: 1 1/2" = 1'-0"14COLUMN SECTION AND PLAN (UNITS L AND L1)A501SCALE: 1 1/2" = 1'-0"15COLUMN ELEVATION (UNITS L AND L1)A501SCALE: 1 1/2" = 1'-0"11BRICK MEETS WDW W/ TRIMA501SCALE: 1 1/2" = 1'-0"13BRICK CORNER & WINDOW CORNER DETAILA501SCALE: 1 1/2" = 1'-0"16METAL CORNER DETAILA501SCALE: 1 1/2" = 1'-0"17METAL MEETS METAL A501SCALE: 1 1/2" = 1'-0"18HARDIE MEETS HARDIEA501SCALE: 1 1/2" = 1'-0"19FRONT ENTRY CANOPYA501SCALE: 1/2" = 1'-0"20FRONT ENTRY CANOPYA501SCALE: 1 1/2" = 1'-0"21FRONT ENTRY CANOPYA501 WOOD FRAME & CASINGSEE STRUCTURALFOR HEADER SIZESEE PLANSFOR WALL TYPE-STAINED WD CASING ON BOTH SIDESSEE STRUCTURALFOR HEADER SIZESEE PLANSFOR WALL TYPE-METAL KNOCK DOWN FRAME1/2" GYP BD STRIP AROUNDOPENING FOR FASTENING FRAMEWHEN WALL TYPE INCLUDESRESILIENT CHANNELHM FRAME - COAT INSIDEBOND BEAMSEE PLANSFOR WALL TYPE-MASONRY ANCHORSAT JAMBSEALANT AND BACKER RODWITH BITUMINOUS COATINGDOOR AS SCHEDULEDDOOR AS SCHEDULEDDOOR AS SCHEDULEDHM FRAME - COAT INSIDEBOND BEAMSEE PLANSFOR WALL TYPE-MASONRY ANCHORSAT JAMBSEALANT AND BACKER RODWITH BITUMINOUS COATINGDOOR AS SCHEDULEDSEE STRUCTURALFOR HEADER SIZESEE PLANSFOR WALL TYPE-DOOR AS SCHEDULEDHM FRAME - COAT INSIDEWITH BITUMINOUS COATINGWOOD STUD ANCHORSAT JAMBSEALANT AND BACKER RODSEE SCHEDULEF - 1SEESCHEDULESEE SCHEDULEF - 2SEESCHEDULESEE SCHEDULE FFLUSHSEESCHEDULEFGFULL GLASSSEE SCHEDULE SEESCHEDULERSROLLING SHUTTERSEE SCHEDULE GLAZING ASSCHEDULED10" 4"2"PPANELSEE SCHEDULE 10"F - 32'-6"3'-0"6'-0"SEE SCHEDULE 2"F - 4DPDOUBLE PANELSEE SCHEDULE 10"2"2"2"2'-0"3'-0"5'-6"SEE SCHEDULE 2"2"2"2"3'-0"EQEQF - 5SEE SCHEDULE 2"2"2"2"8'-0"2"FIXEDDOOR10"10"10"GENERAL NOTES:WINDOW GLAZING DOES NOT NEED TO BE TEMPERED FOR SIZE ORLOCATION TO FLOOR. IBC SECTION 2406.3 #7GLAZING TO BE TEMPERED AT SWINGING DOORS, AND WITHIN 24" OFSWINGING DOOR VERTICAL EDGE. IBC SECTION 2406.3EGRESS WINDOWS NOT REQUIRED IN SPRINKLERED BUILDINGSEE PLANS FOR LOCATIONS OF MULLED WINDOWSTEMP. INDICATES LOCATIONS OF TEMPERED GLASS. OTHER LOCATIONSMAY BE REQUIRED.412"X3X3412"1/4" AT 1ST FLOOR1/2" AT 2ND FLOOR3/4" AT 3RD FLOORX4X4CAULK14" GAP- DO NOT CAULK(NO TRIM)CAULKPREFINISHED METAL HEADFLASHING WITH DRIP EDGEBRICK LINTEL, REFER TOSTRUCTURAL FOR INFOTHRU-WALL FLASHINGDO NOT CAULK AT HEADBACKER ROD & SEALANTPREFINISHED METAL DRIP EDGEJ CHANNEL-FRYBRICK MOULD BYWINDOW SUPPLIERBACKER ROD & SEALANTTHRU-WALL FLASHINGBRICK SILLGYP BD RETURNGYP BD RETURNGYP BD RETURNCAULKMARBLE SILL, FLUSHWITH GYP BD RETURNCAULKGYP BD RETURNCAULKMARBLE SILL, FLUSHWITH GYP BD RETURNCAULKX5BACKER ROD & SEALANTGYP BD RETURNCAULKMARBLE SILL, FLUSHWITH GYP BD RETURNCAULK4" TRIM PIECE-TAMLYN, JAMBSSIMILARSOFFIT-SEE PLANFOR LOCATIONSSOFFIT-SEE PLANFOR LOCATIONS 1" AT 4TH FLOORX5CAULKGYP BD RETURNPREFINISHED METAL HEADFLASHING WITH HEMMED DRIPEDGESOFFIT-SEE PLANFOR LOCATIONSHAT CHANNELBUILDING PAPERPREFINISHED METAL SILLFLASHING W/ HEMMED EDGEBY PANEL MANUFACTURERTRIM- 4" RECIEVING CHANNEL,MITER CORNERS, JAMBSSIMILIARHAT CHANNEL14" GAP- DO NOT CAULKCEMENT BOARD SIDINGHORIZONTAL OR VERTICALPATTERN METAL PANEL- SEEELEVATIONS FOR ORIENTATION- INSTALL AS PER MFGSPECIFICATIONSPREFINISHED METAL HEADFLASHING WITH HEMMED DRIPEDGE, INSTALL PER 2/A701412"X2412"PREFINISHED METAL HEADFLASHING WITH DRIP EDGEBRICK LINTEL, REFER TOSTRUCTURAL FOR INFOTHRU-WALL FLASHINGDO NOT CAULK AT HEADBRICK MOULD BYWINDOW SUPPLIERBACKER ROD & SEALANTTHRU-WALL FLASHINGBRICK SILL1'-4"1112"X21112"1'-4"2'-6"7'-0"2'-6"5'-0"1'-0"7'-0"1'-0"9'-0"7'-0"1'-0"3'-0"2'-6"4'-0"2'-6"7'-0"1'-0"4'-0"7'-0"6'-6"3'-6"7'-0"3'-6"7'-0"1'-0"7'-0"7'-0"7'-0"1'-0"2'-6"4'-0"3'-0"4'-0"2'-6"1'-0"1'-0"4'-0"4'-0"1'-6"8'-0"3'-0"5'-0"11'-0"3'-0"3'-0"5'-0"7'-0"BADC1'-0" 1'-0"7'-0"SINGLE HUNG/FIXEDFEJHKGNFIXEDFIXED2'-6"5'-6"4'-0"MFIXEDLINE OF FALLPROTECTIONLINE OF FALLPROTECTIONFIXED ATUNIT #102SINGLE HUNGSINGLE HUNGSINGLE HUNGSINGLE HUNGSINGLE HUNG/FIXEDSINGLE HUNG/FIXEDSINGLE HUNGSINGLE HUNGSINGLE HUNGFIXEDFIXED3'-0"3'-0"S4STOREFRONT7'-0"8'-0" 6'-0"2"2"S5STOREFRONT10'-0"2"S1STOREFRONT8'-0" 6'-0"2"1'-8"2"2'-0"S2STOREFRONT8'-0" 6'-0"2"3'-0"2"3'-4"2'-0" 2'-0" 2'-0" 1'-4"2"3'-0"2"1'-0"2"2" 1'-4"2"3'-0"2"1'-0"2"2" 1'-4"2"3'-0"2"1'-0"2"2" 1'-4"2"3'-0"2"1'-0"2"2"1'-9"1'-9"2"2'-10"2"2'-10"2"EQ2"EQ2"EQS6STOREFRONT9'-0"8'-0" 6'-0"2"2"2'-0" 1'-4"2"3'-0"2"1'-0"2"2"EQ2"EQ2"EQS1ASTOREFRONT8'-0" 7'-0"2"1'-8"2"2'-0"1'-0" 2'-4"2"3'-0"2"1'-0"2"2" 8'-0" 7'-0"2"EQ2"5'-8"1'-0" 2'-4"2"3'-0"2"1'-0"2"2"S3STOREFRONT2"EQS5STOREFRONT10'-0"8'-0" 6'-0"2"2"2'-0" 1'-4"2"3'-0"2"1'-0"2"2"1'-9"1'-9"2"2'-10"2"2'-10"2"S6STOREFRONT9'-0"8'-0" 6'-0"2"2"2'-0" 1'-4"2"3'-0"2"1'-0"2"2"EQ2"EQ2"EQ8'-0"2"2"3'-0"10" 2"S7STOREFRONT8'-0"6'-0"EQ.EQ.9'-0"EQ.EQ.3'-0"2"10"2"2"2"2"2"2"8'-0" 10"S8STOREFRONTS9STOREFRONTS10STOREFRONT9'-4"EQ.3'-0"EQ.8'-0" 10"2"2"2"2"412"1/4" AT 1ST FLOOR1/2" AT 2ND FLOOR3/4" AT 3RD FLOOR 1" AT 4TH FLOORWINDOW UNITCULTURED MARBLE WINDOW SILLFLUSH WITH GYP. BD. RETURN -CAULKGYP. BD. RETURNBRICK MOULDING - BY WINDOWSUPPLIERBACKER ROD & SEALANTTAPE TOP EDGE OF THRU-WALLFLASHING W/ FLEXIBLE TAPE -ALLOW FOR 14" SHRINKAGE PERFLOORBRICK SILLTHRU-WALL FLASHINGA600DOOR AND WINDOWSCHEDULES, TYPES &DETAILSSCALE: 1/4" = 1'-0"2DOOR TYPESA600SCALE: 1/4" = 1'-0"3FRAME TYPESA600GLAZING TYPES:IT 1" INSULATED TEMPEREDFT 1" FROSTED TEMPEREDT 14" TEMPEREDFIRST FLOORDOOR NO.ROOM NAMEDOORFRAMEGLAZTYPE HDWRGROUPLABELDETAILSREMARKSWIDTHHTTHKTYPEMATLFINTYPE MATLFIN150VESTIBULE3'-0"8'-0"1 3/4FGALUM-F5ALUM-IT20--INSULATED150AVESTIBULE3'-0"8'-0"1 3/4FGALUM-F5ALUM-IT28--INSUL., ACCESS SYST.151CORRIDOR3'-0"7'-0"1 3/4FHMPTF2HMPT-3F90 MIN8 / A600INSUL., ACCESS SYST.152MECHANICAL3'-0"7'-0"1 3/4FSCWSTF2KDST-3F60 MIN5 / A600153TRASH3'-0"7'-0"1 3/4FSCWSTF2KDST-1F60 MIN5 / A600-154ELECTRICAL3'-0"7'-0"1 3/4FSCWSTF2KDST-3F60 MIN5 / A600-155A/B/CSTORAGE3'-0"7'-0"1 3/4FSCWSTF2KDST-3F60 MIN5 / A600-158PACKAGE3'-0"7'-0"1 3/4FSCWSTF1KDST-1-5 / A600-158APACKAGE3'-0"7'-0"1 3/4FSCWSTF1KDST-1-5 / A600-A1STAIR A3'-0"7'-0"1 3/4FSCWSTF2KDST-1F90 MIN5 / A600-A1ASTAIR A3'-0"7'-0"1 3/4FHMPTF3HMPT-3F90 MIN8 / A600-B1STAIR B3'-0"7'-0"1 3/4FSCWSTF2KDST-1F90 MIN5 / A600-B1ASTAIR B3'-0"7'-0"1 3/4FHMPTF3HMPT-3F90 MIN8 / A600-C1STAIR C3'-0"7'-0"1 3/4FHMPTF1HMPT-3F90 MIN6 / A600-C1ASTAIR C3'-0"7'-0"1 3/4FHMPTF1HMPT-3F90 MIN6 / A600-D1STAIR D3'-0"7'-0"1 3/4FHMPTF2HMPT-3F90 MIN6 / A600-E1ELEVATOR3'-6"7'-0"1 3/4FHMPTF2KDPT-190 MIN5 / A600HOLD OPEN, SMOKEDOORSECOND, THIRD, FOURTH & AND FIFTH FLOORSDOOR NO.ROOM NAMEDOORFRAMEGLAZTYPE HDWRGROUPFIRERATINGDETAILSREMARKSWIDTHHTTHKTYPEMATLFINTYPE MATLFIN401FITNESS3'-0"7'-0"1 3/4FGALUM-F2ALUM-T2F---402COMMUNITY3'-0"7'-0"1 3/4FGALUM-F2ALUM-T2F---402ACOMMUNITY3'-0"7'-0"1 3/4FGALUM-F2ALUM-T2F--INSULATED, ACCESSSYSTEM251CORRIDOR3'-0"7'-0"1 3/4FHMPTF2HMPT-3F90 MIN8 / A600INSULATED, ACCESSSYSTEM451CORRIDOR3'-0"8'-0"1 3/4FGALUM-F2ALUM-T3F---457BATHROOM3'-0"7'-0"1 3/4FSCWSTF2KDST-5-5 / A600-458BATHROOM3'-0"7'-0"1 3/4FSCWSTF2KDST-5-5 / A600-252/352/452/552MECHANICAL3'-0"7'-0"1 3/4FSCWSTF2KDST-3F60 MIN5 / A600-253/353/453/553TRASH3'-0"7'-0"1 3/4FSCWSTF2KDST-1F60 MIN5 / A600-254/354/454/554ELECTRICAL3'-0"7'-0"1 3/4FSCWSTF2KDST-3F60 MIN5 / A600-255 A/B/C/DSTORAGE3'-0"7'-0"1 3/4FSCWSTF2KDST-3F60 MIN5 / A600-355 A/B/C/D/ESTORAGE3'-0"7'-0"1 3/4FSCWSTF2KDST-3F60 MIN5 / A600-455 A/B/C/DSTORAGE3'-0"7'-0"1 3/4FSCWSTF2KDST-3F60 MIN5 / A600-555 A/B/C/D/ESTORAGE3'-0"7'-0"1 3/4FSCWSTF2KDST-3F60 MIN5 / A600-A2/ A3/ A4/ A5STAIR A3'-0"7'-0"1 3/4FSCWSTF2KDST-1F90 MIN5 / A600-B2/ B3/ B4/ B5STAIR B3'-0"7'-0"1 3/4FSCWSTF2KDST-1F90 MIN5 / A600-B5ASTAIR B3'-0"7'-0"1 3/4FSCWPTF2KDPT-3F-5 / A600-C2/C4STAIR C3'-0"7'-0"1 3/4FHMPTF1HMPT-1F-6 / A600-D4STAIR D3'-0"7'-0"1 3/4FHMPTF2HMPT-1F-6 / A600-E2/E3/E4/E5ELEVATOR3'-6"7'-0"1 3/4FHMPTF2HMPT-190 MIN5 / A600HOLD OPEN, SMOKEDOORT01BATHROOM3'-0"7'-0"1 3/4FWDPTF2KDPT-2-6 / A600-T02BATHROOM3'-0"7'-0"1 3/4FWDPTF2KDPT-2-6 / A600-TYPICAL UNITDOOR NO.ROOM NAMEDOORFRAMEGLAZTYPE HDWRGROUPLABELDETAILSREMARKSWIDTHHTTHKTYPEMATLFINTYPE MATLFIN001ENTRY3'-0"7'-0"1 3/4DPSCWSTF2KDST-1120 MIN5 / A600-002BEDROOM2'-10"6'-8"1 3/8PHCWPTF2WDPT-12-4 / A600PREHUNG003BEDROOMCLOSET2'-8"6'-8"1 3/8PHCWPTF2WDPT-12-4 / A600POCKET DOOR004BATHROOM2'-6"6'-8"1 3/8PHCWPTF2WDPT-13-4 / A600PREHUNG005BATHROOM2'-10"6'-8"1 3/8PHCWPTF2WDPT-13-4 / A600PREHUNG006CLOSET2'-6"6'-8"1 3/8PHCWPTF2WDPT-16-4 / A600PREHUNG006ACLOSET3'-0"6'-8"1 3/8PHCWPTF2WDPT-16-4 / A600PREHUNG007CLOSET2'-10"6'-8"1 3/8PHCWPTF2WDPT-12-4 / A600PREHUNG008CLOSET4'-0"6'-8"1 3/8PHCWPTF2WDPT-12-4 / A600PREHUNG, DBLE SLIDE009CLOSET5'-0"6'-8"1 3/8PHCWPTF2WDPT-12-4 / A600PREHUNG, PAIR010BARN DOOR3'-6"8'-0"1 3/8FHCWPTF2WDPT-----011BARN DOOR4'-0"8'-0"1 3/8FHCWPTF2WDPT-----012EXT. BALCONY3'-0"8'-0"1 3/4FGHMPTF2*HMPTIT20-8 / A600INSUL.,*F1 @ UNIT 101013EXT. BALCONY3'-0"8'-0"1 3/4FGHMPTF4HMPTIT20-8 / A600INSULATED014EXT. BALCONY3'-0"8'-0"1 3/4FGHMPTF4HMPTIT20-8 / A600INSULATEDABBREVIATIONS: _ALUM ALUMINUMHCW HOLLOW CORE WOODHM HOLLOW METALKD KNOCK DOWNDOOR TYPES (SEE 2 / A600):F FLUSHFG FLUSH GLAZEDRS ROLLING SHUTTERP PANELGARAGE LEVELDOOR NO.ROOM NAMEDOORFRAMEGLAZTYPE HDWRGROUPFIRERATINGDETAILSREMARKSWIDTHHTTHKTYPEMATLFINTYPE MATLFIN001MECHANICAL3'-6"7'-0"1 3/4FHMPTF1HMPT-3F60 MIN6 / A600-002TRASH6'-0"7'-0"1 3/4FHMPTF1HMPT-1F90 MIN6 / A600PAIR051GARAGE18'-0"8'-4"-RS----------051AGARAGE3'-0"7'-0"1 3/4FHMPTF1HMPT-3F90 MIN7 / A600INSULATED051BGARAGE18'-0"7'-6"-RS----------051CGARAGE3'-0"7'-0"1 3/4FHMPTF1HMPT-3F180 MIN7 / A600INSULATEDA0STAIR A3'-0"7'-0"1 3/4FHMPTF1HMPT-1F90 MIN6 / A600-B0STAIR B3'-0"7'-0"1 3/4FHMPTF1HMPT-1F90 MIN6 / A600-C0STAIR C3'-0"7'-0"1 3/4FHMPTF1HMPT-1F90 MIN6 / A600-E0ELEVATOR3'-6"7'-0"1 3/4FHMPTF2KDPT-190 MIN5 / A600HOLD OPEN, SMOKEDOORSCALE: 1 1/2" = 1'-0"8HM DOOR HEAD DETAILA600SCALE: 1 1/2" = 1'-0"7HM DOOR HEAD DETAILA600SCALE: 1 1/2" = 1'-0"6HM DOOR HEAD DETAILA600SCALE: 1 1/2" = 1'-0"5KD DOOR HEAD DETAILA600SCALE: 1 1/2" = 1'-0"4PREHUNG HEAD DETAILA600SCALE: 1/4" = 1'-0"17STOREFRONT WINDOWSA600SCALE: 1/4" = 1'-0"18WINDOW TYPESA600SCALE: 1 1/2" = 1'-0"9SILL DETAIL AT MASONRYA600SCALE: 1 1/2" = 1'-0"10SILL DETAIL AT METAL PANEL, TRIMA600SCALE: 1 1/2" = 1'-0"11SILL DETAIL AT BOARD SIDING, NO TRIMA600SCALE: 1 1/2" = 1'-0"12SILL DETAIL AT POURED CONCRETEA600SCALE: 1 1/2" = 1'-0"13HEAD DETAIL AT MASONRYA600SCALE: 1 1/2" = 1'-0"14HEAD DETAIL AT METAL PANEL, TRIMA600SCALE: 1 1/2" = 1'-0"15HEAD DETAIL AT BOARD SIDING, NO TRIMA600SCALE: 1 1/2" = 1'-0"16HEAD DETAIL AT POURED CONCRETEA600PT PAINTSCW SOLID CORE WOODST STAINWD WOODSCALE: 1 1/2" = 1'-0"9ASILL DETAIL AT MASONRYA6001111SHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES11 A601ROOM FINISH SCHEDULESHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1GENERAL NOTES:1. ALL MATERIAL SPECS LISTED IN INTR MAT ID REFDOCUMENT PROVIDED SEPARATELY FROM ARCHISSUE.2.REFER TO A403 & A702 FOR MORE SPECIFIC FINISHINFORMATION.ABBREVIATIONS:CMU CONCRETE MASONRY UNITCPT CARPETPT PAINTEDCT CERAMIC TILEVIN VINYLGB GYPSUM BOARDVCT VINYL COMPOSITION TILEGT GYPSUM TOPPINGWD WOODKD KNOCK-DOWNWC WALL COVERINGLVT LUXURY VINYL TILETYPICAL UNITROOMNO.ROOM NAMEFLOORBASEWALLSCEILINGREMARKSSUB.MATERIALMATERIALMATERIALFINISHTYPEFINISHHEIGHT-LIVING/DININGGTVINWDGYP BDKDGYP BDKD9'-0"SEE PLANS FOR MATERIAL LOCATION.DESK CTOP TO BE QUARTZ SLAB.-KITCHENGTVINWDGYP BDKDGYP BDKD9'-0"SEE PLANS FOR MATERIAL LOCATION.ASSUME MULTIPLE FINISHES FORKITCHEN MILLWORK. ALL CTOPS TO BEQUARTZ SLAB, EXCEPT FOR ISLAND- TOBE GRANITE SLAB.-BATHROOMGTVINVINGYP BDPT/ SMOOTHGYP BDSMOOTH9'-0"SEE PLANS FOR MATERIAL LOCATION.MASTER BATHS @ 5TH FLOOR ONLY TOHAVE CT TUB SURROUNDS. FIBERGLASSTUB/SURROUND FOR ALL OTHER UNITS-BEDROOMGTVIN/CPTWDGYP BDKDGYP BDKD9'-0"SEE PLANS FOR MATERIAL LOCATION-CLOSETGT-------SEE PLANS FOR MATERIAL LOCATIONSECOND, THIRD, FOURTH & FIFTH FLOORSROOMNO.ROOM NAMEFLOORBASEWALLSCEILINGREMARKSSUB.MATERIALMATERIALFINISHTYPEFINISHHEIGHT401FITNESSGTRUBBERWDGYP BDPT-1GYP BDKD9'-0"-401AYOGAGTRUBBERWDGYB PDPT-1, PT-2GYB PDKD9'-0"402COMMUNITYROOMGTLVT-1WDGYP BDVARIESGYP BDKDVARIESSEE A702 FOR MORE INFORMATION456VENDINGGTCT-2CT-2GYP BDPT-1GYP BDKD9'-0"457BATHROOMGTCT-2CT-2GYP BDPT-1, CT-1GYP BDSMOOTH9'-0"CERAMIC TILE TO 4'-0" ON TWO WALLS458BATHROOMGTCT-2CT-2GYP BDPT-1, CT-1GYP BDSMOOTH9'-0"CERAMIC TILE TO 4'-0" ON TWO WALLS251/ 351/451/ 551CORRIDORGTCPT-1A/CPT-1BWDGYP BDVARIESGYP BDKD9'-0"SEE A702 FOR MORE INFORMATION252/ 352/452/ 552MECHANICALGTVCT-1N/AGYP BDPT-1GYP BDUNFIN--253/ 353/453/ 553TRASHGTLVT-1WDGYP BDPT-1GYP BDKD9'-0"-254/ 354/454/ 554ELECTRICALGTVCT-1WDGYP BDPT-1GYP BDKD--255A/B/C/DSTORAGEGTVCT-1N/AGYP BDPT-1GYP BDUNFIN--355A/B/C/D/ESTORAGEGTVCT-1N/AGYP BDPT-1GYP BDUNFIN--455A/B/C/DSTORAGEGTVCT-1N/AGYP BDPT-1GYP BDUNFIN--555A/B/C/D/ESTORAGEGTVCT-1N/AGYP BDPT-1GYP BDUNFIN--T01BATHROOMCONCCT-2CT-2GYP BDPT-1, CT-1GYP BDSMOOTH9'-0"CERAMIC TILE TO 4'-0" ON TWO WALLST02BATHROOMCONCCTCTGYP BDPT-1, CT-1GYP BDSMOOTH9'-0"CERAMIC TILE TO 4'-0" ON TWO WALLST03HALLCONCTILETILEGYP BDTILE/PT/SMOOTHGYP BDSMOOTH9'-0"-STAIRS AND ELEVATORROOMNO.ROOM NAMEFLOORBASEWALLSCEILINGREMARKSSUB.MATERIALMATERIALFINISHTYPEFINISHHEIGHT-STAIR AGT/CONCCPT-4CPT-4CMU/GBPT-1GYP BDKDFULL HT--STAIR BGT/CONCCPT-4CPT-4CMU/GBPT-1GYP BDKDFULL HT--STAIR C-CONC-PRECAST--KDFULL HT--STAIR D-CONC-GBKD-KDFULL HT--ELEVATOR-CPT-1B------SEE SPEC. FOR FINISHESGARAGE LEVELROOMNO.ROOM NAMEFLOORBASEWALLSCEILINGREMARKSSUB.MATERIALMATERIALFINISHTYPEFINISHHEIGHT001MECHANICALCONCSEAL-CONCUNFINCONCUNFIN--002TRASHCONCSEAL-CONCUNFINCONCUNFIN-- 1ROOM FINISH SCHEDULEA601FIRST FLOORROOMNO.ROOM NAMEFLOORBASEWALLSCEILINGREMARKSSUB.MATERIALMATERIALFINISHTYPEFINISHHEIGHT100VESTIBULECONCCT-2CT-2GYP BDPT-1GYP BDKD9'-0"151CORRIDORCONCCPT-1A/CPT-1BWDGYP BDPT-1, PT-3GYP BDKDVARIESACCENT PT & WALLCOVERING @ UNITENTRY NICHE. SEE A 702 FOR MOREINFORMATION152MECHANICALCONCVCT-1N/AGYP BDKDN/AUNFIN--153TRASHCONCLVT-1WDGYP BDKDGYP BDSMOOTH9'-0"-154ELECTRICALCONCVCT-1WDGYP BDKDGYP BDUNFIN--155 A/B/CSTORAGECONCVCT-1WDGYP BDKDGYP BDUNFIN--156MAILROOMCONCCPT-1A/CPT-1BWDGYP BDKDGYP BDKD9'-0"-157LOBBYCONCCT-2CT-2GYP BDPT-3, PNL-1GYP BDKDVARIES-158PACKAGE ROOMCONCCT-2CT-2GYP BDPT-1, PT-2GYP BDKD9'-0"- 36" MAX 6"SHOWERSHOWER36" MAX 6" MIN12" MIN12" MIN32" MAX 38" MIN 38" MIN 32" MAX 12" MAX42" MINCONTROL ENDBACK12" MIN1'-6"32" MAX 38" MINALL UNITSWITHOUT SIDE WALLALL UNITSWITH SIDE WALLALL UNITSBLOCKING IS REQUIRED TO BE INSTALLED IN ALL UNITS.GRAB BARS ARE REQUIRED TO BE INSTALLED IN TYPE A OR TYPE B UNITS.36" MAX 6" MINBATHTUBBACK36" MAX 6"BATHTUBCONTROL END1'-0"2'-0"2'-0"2'-0"BATHTUBBACK END1'-0"36" MAX 6" MIN 3"1'-6"24" T.B.CURVEDSHOWERCURTAIN RODFIBERGLASSSURROUND*UNITS ON 5THFLOOR TO HAVE CTW/ ACCENT BANDWALL EDGE6'-6" 4'-4"1'-6"1'-6"SEE PLANSEE PLANBATHTUB3'-0" 6'-6"SEE PLANCURVED SHOWERCURTAIN ROD5'-0"FIBERGLASS TUBSURROUND*UNITS ON 5THFLOOR TO HAVE CTW/ ACCENT BANDDW7'-6" 3'-0"7'-9"3'-0"SB36WC361834"3'-112"34"FEP WC30211'-3"1'-9"2'-6"1'-9"WC2130WC2130WC1230B21B21FEP FEP 12' 7 1/2"3'-0"SEE UNIT PLANSEQ EQ 2'-6"2 ADJUSTABLEWOOD SHELVESGRANITEKITCHENCOUNTERTOPWITH 1"OVERHANGELEVATIONPLAN1'-0"OPENBACK AND SIDEWOOD PANELSCOLOR:GRAYALL ISLANDS BYOWNERSEE UNIT PLANS2'-6"GRANITEKITCHENCOUNTERTOPWITH 1"OVERHANGELEVATIONPLAN1'-0"OPENBACK AND SIDEWOOD PANELSCOLOR:GRAY2'-10"ALL ISLANDS BYOWNERDWFEP FEP WC24301'-3" FEP WC27301'-3"3'-0"2'-0"1'-3"B15SB361'-3"B15WC1530FILLERFILLERTILEBACKSPLASHCROWNMOULDINGGLASS DOORS2 SHELVES7'-6" FEPLT.MIRRORCOUNTER W/REMOVABLE SINKBASESINK CABINETLINEN CABINET6'-2"1'-3"UNIT K1UNIT AUNIT C MIRRUNIT EUNIT F UNIT D MIRRUNIT BUNIT G UNIT H UNIT H1 UNIT B1UNIT B2UNIT E1UNIT E2UNIT E3UNIT F1 UNIT J UNIT K FILLERFILLER2'-0"2"6"FILLERCROWN MOULDINGFILLERFILLERB12 @ UNIT L+ L1WC1230 @ UNIT L + L111'-0 1/2"@UNIT L + L1REMOVABLEACCESS PANELWC3018WC273034"2'-7"34"FEP FEP2'-6"1'-0"B12WC12301'-3"B159'-8"FILLER3'-0"7'-6"FILLERFILLERCROWNMOULDINGTILEBACKSPLASHWC3021REMOVABLEACCESS PANELUNIT CUNIT FUNIT F1WC3618WC273034"3'-112"34"FEPFEP2'-6"1'-0"B12WC12301'-0"B1210'-1"FILLER3'-0"7'-6"FILLERFILLERCROWNMOULDINGTILEBACKSPLASHWC3021REMOVABLEACCESS PANELUNIT JUNIT CUNIT FUNIT F1UNIT JB12 @ UNITSC AND GWC2430 @ UNITSC AND GWC1230 @ UNITSC AND GTILEBACKSPLASH2'-10" @ L1 (ACCES.) 3'-0" 2'-10" @ L1 (ACCES.) 3'-0"WC2730FEP2'-6"1'-3"B15WC15301'-3"B158'-8"3'-0"7'-6"FILLERFILLERCROWNMOULDINGTILEBACKSPLASHWC3021REMOVABLEACCESS PANEL1'-6"UNIT EUNIT E2 (ACCES.)UNIT E1UNIT E2UNIT E32'-10"@ E2 (ACCES.)UNIT DB12 @ UNIT D1'-3" @ UNIT DWC1230 @UNIT DWC2430 @UNIT DDWFEP FEP WC24301'-3"FEP WC27303'-0"2'-0"1'-3"B15SB361'-3"B15WC1530FILLERFILLERTILEBACKSPLASHCROWNMOULDINGFROSTEDGLASS DOORS2 SHELVES3'-0"WC301834"2'-7"34"UNIT EUNIT E2 (ACCES.)UNIT E1UNIT E2UNIT E3UNIT D12'-4"7'-11"@ UNIT DFEP FILLER2'-10"@ E2 (ACCES.) FEP 4'-0" 38" MIN 32" MAX 12" MAX42" MINGRAB BARCERAMICTILE BASECERAMICTILE WAINSCOT,TYP. @ TWO WALLSPROVIDE BLOCKINGFOR GRAB BAR,TYP.39" - 41"SEE PLAN17"-19" AFF WALL HUNGSINKCERAMICTILE BASE32" MAX 38" MIN GRAB BAR℄TOILET24" MIN12"MINLT.MIRRORCERAMICTILE WAINSCOTPROVIDE BLOCKINGFOR GRAB BAR4'-0"SEE PLAN1'-6"CLRTOWELDISPENSERTOILET PAPERDISPENSEROPENCOMMUNITY ROOMACCESSIBLE UNITSALL UNITS EXCEPTACCESSIBLE UNITSUNIT G1 UNIT K1 MIRR UNIT L UNIT L1 24" T.B.CURVEDSHOWERCURTAIN RODFIBERGLASSSURROUND*UNITS ON 5THFLOOR TO HAVE CTW/ ACCENT BANDWALL EDGE6'-6"4'-4"1'-6"1'-6"SEE PLANSEE PLANBATHTUB3'-0"LT.MIRRORCOUNTER W/REMOVABLE SINKBASESINK CABINET6'-2"1'-3"UNIT L1UNIT E2 (ACCESS)LINEN CABINETUNIT AUNIT C MIRRUNIT EUNIT F UNIT D MIRRUNIT BUNIT G UNIT H UNIT H1 UNIT B1UNIT B2UNIT E1UNIT E2UNIT E3UNIT F1 UNIT J UNIT K UNIT G1 UNIT K1 MIRRUNIT L UNIT L1 24" T.B.4'-4"1'-6"1'-6"SEE PLANSEE PLAN3'-0"LT.MIRRORCOUNTER W/REMOVABLE SINKBASESINK CABINET6'-2"1'-3"DW3'-0"9'-912"2'-0"SB362'-0"2'-9"1'-9"B21B36WC3018WC213034"2'-7"34"FEP FEP2'-6"1'-9"B21WC21301'-9"B219'-1112"FILLER3'-0"CROWNMOULDINGQUARTZCTOPWC3021REMOVABLEACCESS PANELFEPFEP FEPFILLER UNIT K UNIT K1UNIT L MIRRUNIT L1 MIRR UNIT K UNIT K1UNIT L MIRRUNIT L1 MIRR WC24302'-6"1'-0"B12WC12301'-0"B123'-0"FILLERFILLERCROWNMOULDINGTILEBACKSPLASHWC3021REMOVABLEACCESS PANELUNIT GUNIT G1UNIT HUNIT H1DWFEP FEP WC24301'-3" FEP WC12303'-0"2'-0"SB362'-0"B24WC2430FILLERFILLERTILEBACKSPLASHCROWNMOULDINGFROSTEDGLASS DOORS2 SHELVES3'-0"WC301834"2'-7"34"11'-11"FEP FILLERUNIT GUNIT G1UNIT HUNIT H1UNIT AUNIT AWC301834"2'-7"34"FEP FEP FILLERCROWNMOULDINGFEP1'-3"1'-0"WC24307'-1"UNIT BUNIT B1UNIT B2B12TILEBACKSPLASHFILLERFILLERDWFEP WC24301'-3" FEP3'-0"2'-0"SB36WC21302'-6"1'-0"B12WC12309"B9WC302111'-514"FILLERFILLERTILEBACKSPLASHFILLER @UNIT B1UNIT BUNIT B1UNIT B2CROWNMOULDING6'-7"10'-1012"REMOVABLEACCESS PANELDROP IN RANGE@ UNIT L1HOOD ONLY @UNIT L1DROP IN RANGE@ UNIT L1HOOD ONLY @UNIT L13'-0"QUARTZCTOPQUARTZCTOPQUARTZCTOPFROSTEDGLASSDOORSQUARTZCTOPTILEBACKSPLASHQUARTZCTOPQUARTZCTOPQUARTZCTOPWC2430WC1830FEP 1'-3" FEP 2 SHELVESCROWNMOULDINGFROSTEDGLASS DOORS39"-41"1'-6"WC27302'-6"1'-0"B12WC12301'-3"B153'-0"FILLERFILLERCROWNMOULDINGTILEBACKSPLASHWC3021REMOVABLEACCESS PANELUNIT E4FEP FEP WC24301'-3"FEP WC24303'-0"1'-0"SB362'-0"B12FILLERFILLERTILEBACKSPLASHCROWNMOULDINGFROSTEDGLASS DOORS2 SHELVES3'-0"WC301834"2'-7"34"10'-912"FEP FILLER8'-1"QUARTZCTOPQUARTZCTOPFEP FEP UNIT E5DWUNIT E4UNIT E5A700INTERIOR ELEVATIONSSHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1 1TYPICAL BLOCKING DETAILSA700 3/8" = 1' -0"3BATHROOM ELEVATIONA700 3/8" = 1' -0"5BATHROOM ELEVATIONA700 3/8" = 1' -0"2BATHROOM ELEVATIONA700 3/8" = 1' -0"4BATHROOM ELEVATIONA700 3/8" = 1' -0"6PUBLIC BATHROOM ELEVATIONA700 3/8" = 1' -0"7PUBLIC BATHROOM ELEVATIONA700 3/8" = 1' -0"8KITCHEN ELEVATIONA700 3/8" = 1' -0"9KITCHEN ELEVATIONA700 3/8" = 1' -0"10KITCHEN ELEVATIONA700 3/8" = 1' -0"11KITCHEN ELEVATIONA700 3/8" = 1' -0"12KITCHEN ELEVATIONA700 3/8" = 1' -0"13KITCHEN ELEVATIONA700 3/8" = 1' -0"14KITCHEN ELEVATIONA700 3/8" = 1' -0"15KITCHEN ELEVATIONA700 3/8" = 1' -0"16KITCHEN ELEVATIONA700 3/8" = 1' -0"19KITCHEN ELEVATION - NOT USEDA700 3/8" = 1' -0"17KITCHEN ELEVATIONA700 3/8" = 1' -0"18KITCHEN ELEVATIONA700 3/8" = 1' -0"20KITCHEN ELEVATIONA700 3/8" = 1' -0"21KITCHEN ELEVATIONA700 3/8" = 1' -0"22KITCHEN ELEVATIONA70020ASI #2008/28/172020 3/8" = 1' -0"23KITCHEN ELEVATIONA700 3/8" = 1' -0"24KITCHEN ELEVATIONA7002020 5'-10"ACCESSIBLEUNIT 2024'-7"12'-212"1'-3"ACCESSIBLEUNIT 52512'-212"2'-10"1011021031041052072082012022032042051061082065'-10" 4'-7"1'-3"109110116117118111112113114115119120121122123124125209210216213214215217218219220223224225301302303304305307308306309310316312313314315311317318319320321322323324325403404405407408406409410416412413414415411417418419420421422423424425501502503507508505506509504510511512513514515516518519520521517522523524525221222211212ACCESSIBLEUNIT 302BRICK6'-7"4'-3"ACCENT PT-3: THREEWALLS OF RECESSAND CEILING4'-8" 3'-6" ACCESSIBLE 5'-0"312"31 2"1'-7"2'-0"2'-11"B249'-0"PNL-1CT-3FP-1ICEMACHINEQZ-12'-10"QZ-18" HOLE IN TOPPULL-OUT BIN7'-6"3'-0"2'-6"CT-4QZ-1LT-12'-10"HOOD VENTDW2'-0"2'-0"2'-3"MICRO-PROVIDEELEC INCABINETCT-4112"7'-3"112"1'-3"1'-3"1'-3"2'-10"16'-5"9'-6"SHELVING1'-3" FEP FEP A701 3/8" = 1' -0"6COMMUNITY RM A701SHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1INTERIORELEVATIONS 3/8" = 1' -0"7COMMUNITY RM A701 3/8" = 1' -0"8COMMUNITY RM A701 3/8" = 1' -0"9COMMUNITY RM A701 3/8" = 1'-0"1MAILBOX ELEVATIONA701 3/8" = 1'-0"2MAILBOX ELEVATIONA701 3/8" = 1'-0"3ENTRY VESTIBULEA701 3/8" = 1'-0"4TYPICAL UNIT ENTRY A701 3/8" = 1'-0"5PANEL 1A70120ASI #2008/28/1720202020 EXISTING PARKING RAMP39 STALLS 61543HGEDABC26'-0"18'-41 2"77'-11"18'-41 2"21'-8" 210'-0"80'-0"18'-412"26'-0"20'-0"F26'-0"144'-412"264'-712"18'-412"26'-0"20'-0"129'-0"21'-8"3456P10P9110'-11"P11P122'-4"37'-3"P13P1427'-0"26'-0"P1517'-0"1'-4"PCPBPA60'-0"60'-0"1A305 102UNIT E2103UNIT G101UNIT E1105UNIT B1106UNIT B104UNIT E2108UNIT K109UNIT H110UNIT D113UNIT C112UNIT D114UNIT D111UNIT C115UNIT F118UNIT J116UNIT F117UNIT K151CORRIDOR119UNIT E125UNIT L124UNIT L122UNIT B120UNIT A121UNIT G123UNIT G152MECH153TRASH150VESTIBULESTAIR ASTAIR B154ELEC155STORAGE155ASTORAGE155BSTORAGESTAIR CBIKE STORAGECLEAR HEAD HEIGHT9'-5" MIN10'-4"211415161718192022232425262734333231302928353637383910123456712138119COMP156MAILROOMCOMP157LOBBYSTAIR D158PACKAGE ROOMGENERATOR4'-2"3'-51 2"4'-2"3'-51 2"FINISH NOTES:1. IN PUBLIC SPACES, ALL NON LABELED FLOORING TO BE CPT-1A,UNO.2.CPT-1B (ACCENT) TO BE USED ONLY WHERE ACCENT HATCH ISINDICATED.3.DIRECTION OF CARPET INDICATED BY ORIENTATION OF HATCHPATTERN OR AS INDICATED BY DIRECTIONAL ARROW ADJACENT TOFINISH CODE.4.ALL WALLS TO BE PT-1, UNO.5.TYPICAL UNIT ENTRY FINISH TO BE APPLIED TO ALL UNIT ENTRIESON ALL FLOORS.6.LT-1 PENDANTS TO BE HUNG AT RANDOM/VARYING HEIGHTS FROM6'-6" TO 7'-6" AFF.7.ALL GYB SOFFITS IN TENANT CORRIDORS/ELEV LOBBY TO FINISH @8'-6" AFF.8.ALL GYB SOFFITS IN TENANT CORRIDORS/ELEV LOBBY TO BEPAINTED PT-2.CT-1CPT-1ALAY/CUT PATTERN AS INDICATEDBY DIRECTIONAL ARROWS.CPT-1BLAY/CUT PATTERN IN DIRECTION ASORIENTED IN HATCHPUBLIC SPACE FINISH KEY1'-0"2'-0"2'-0"45°TYP.TYP.VARIES2'-0"TYP.TYPICAL UNITENTRY/CORRIDORFLOORING DIMSTYP.45°CT-1PNL-1PT-3CT-1PT-3TYPICAL UNITENTRY WALL FINISHALIGN W/ ELEVDOOR2'-0"1'-0"2'-0"1'-0"WC-1CPT-1ACPT-1ACPT-1ACPT-1APT-2CT-1ALIGN W/ WALL2'-0"1'-3"45°WC-1ALIGN MITERWITH CORNER45°15'-11"EXISTING PARKING RAMP39 STALLS 61543HGEDABC26'-0"18'-41 2"77'-11"18'-41 2"21'-8" 210'-0"80'-0"18'-412"26'-0"20'-0"F26'-0"144'-412"264'-712"18'-412"26'-0"20'-0"129'-0"21'-8"3456P10P9110'-11"P11P122'-4"37'-3"P13P1427'-0"26'-0"P1517'-0"1'-4"PCPBPA60'-0"60'-0"1A305 102UNIT E2103UNIT G101UNIT E1105UNIT B1106UNIT B104UNIT E2108UNIT K109UNIT H110UNIT D113UNIT C112UNIT D114UNIT D111UNIT C115UNIT F118UNIT J116UNIT F117UNIT K151CORRIDOR119UNIT E125UNIT L124UNIT L122UNIT B120UNIT A121UNIT G123UNIT G152MECH153TRASH150VESTIBULESTAIR ASTAIR B154ELEC155STORAGE155ASTORAGE155BSTORAGESTAIR CBIKE STORAGECLEAR HEAD HEIGHT9'-5" MIN10'-4"211415161718192022232425262734333231302928353637383910123456712138119COMP156MAILROOMCOMP157LOBBYSTAIR D158PACKAGE ROOMGENERATOR4'-2"3'-51 2"4'-2"3'-51 2"402ROOM 625 NSFCOMMUNITYTV 77777730 INCH FRIDGEWC-2CT-3CT-4401FITNESS575 NSF456VENDINGFLOOR DRAIN77777401AYOGATVTVFULL WALL MIRROR5'-612"FULL WALL MIRRORTRANSOM @ 6'-0" AFFPT-2CT-1PNL-1PT-3CT-1PT-3TYPICAL UNITENTRY WALL FINISHALIGN W/ ELEV2'-0"1'-0"2'-0"WC-1CPT-1ACPT-1APT-2CT-1ALIGN W/ WALLWC-1PNL-1PT-3TYP FORALL UNITENTRYSOFFITS1034"C1'-0"LT-11'-3"1'-3"C1'-3"1'-3"1'-3"7'-0"ALIGNW/ WALLLL6"6"6"6"105UNIT B1106UNIT B151CORRIDOR152MECH153TRASH150VESTIBULE156MAILROOM157LOBBY158PACKAGE ROOM1'-0"CPT-1ACPT-1AALIGN MITERWITH CORNER45°2'-4"2'-4"2'-4"2'-4"LT-12'-712"2'-712"1'-0"1'-0"2'-0"1'-0"1'-6"2'-0"1'-6"2'-0"2'-0"1'-0"2'-0"1'-0"15'-11"LT-1112UNIT D114UNIT D118UNIT J154ELEC155STORAGE155ASTORAGE155BSTORAGEA702INTERIOR FINISHPLANA702INTERIOR FINISHPLAN 3/32" = 1'-0"1FIRST FLOOR (TYPICAL) FINISH PLANA702SHEET TITLEPROJECT NO:DRAWN BY:CHK'D BY:DESCRIPTIONDATEMARKwww.collagearch.comDATE:CITY VUE 22/2/2017DATE: 11/23/2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF THE STATE OFMINNESOTA.PETER KEELYREGISTRATION NO: 23570EAGAN, MNCollage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114Reigstad and AssociatesStructural Engineer651.292.1123192 West 9th Street #200St. Paul, Minnesota 55102BUILDING PERMIT ISSUECN/SBPKb.e. landscape designsLandscape ArchitectBen Erickson612.382.0902705 Raymond Avenue #200St. Paul, Minnesota 55114ben@belanddesigns.comwww.belanddesigns.comNOT FORCONSTRUC T ION4.4.2017ASI #8 - CODE REVIEW COMMENTS/UPDATES1 3/32" = 1'-0"3COMM RM FINISH PLANA702 3/32" = 1'-0"2WORKOUT RM FINISH PLANA702 3/32" = 1'-0"5TENANT CORRIDOR RCP (ALL FLRS)A702 3/32" = 1'-0"4ENTRY/ELEV LOBBY RCPA702