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PRE 2010 DOCSrbaraacy . r hele;McdPhe" n aBond A ungloo[✓fPark ee A Setha , kr 3�-Ivey nd, caping I �. Wed I J Com Bance wl Council Stapuladpns' { } ENGINE�ERING � rep L4( John Flor'Scott EricksonClyde Moravetz J ad gJDrainage Plan �� N [ns rvationlErosion Control Plan Fee: [ Sewei Laterals Required Fee: �-►� o.'�l��• s�o.� de.1 [; J Water Laterals Required Fee: �" /`-•s [ J Land Alteration Permit Issued [ J Pond Maintenance Agreement. J Rice reek WSD Permit Required J Easet wnu Required [ J Obtained [ J Inspections p LEON `SEN BIEL C PA ti/18 { } JOIN P ILAC10 { } GARY F RD {>�} DICK ON / 2 f { } MARY B W7Z STIPULATIONS: P%ase. Print or bye C &arly Prepaid Plan Check $ Estimated Cost $ Receipt # CrTsr OF FRiDLEY R-3, & WDU911RIAL BURMING PERMIT APPi "TION Construction Address Legal Description _ Q Effective 1/1/94 Zoning —aA 3q- 14 owner &Address �=` 'o o -Tel . # CIMIRACDOR & ADDRESS ��% > �..�-� �-F -� C �c- Tel. # :5;-3 3 -S Architect & Address Engineer & Addresses Q n Reg. # TYPE F WORK New ^ [ ] Addition [ ] Alteration -Describe �J1; /�g i --) Applicant Signature 3 # 633- S/25-Da'te BU]IDn G DINENSIMS Length �o�� Width 5 Height4VOSq. Ft. # of Stories OFC. AREA: Length Width mm AREA: Length Width OTHER ARFA: Length Width Height Sq. Ft. Height Sq. Ft. Height Sq. Ft. Sq. Ft. Cost/Sq. Ft. = Valuation _ Sq. Ft. x $ Cost/Sq. Ft. = Valuation Sq. Ft. x $ Cost/Sq. Ft. = Valuation $ ) TOTAL VALUE Building Use Construction Type Occupancy Group Air Conditioning []Yes []No Fire Protection Provided []Yes No Performance Bond Amount $ See Reverse for Schedule Received []Yes []I%To 8 a Permit Fee �. Plan Check Fire Suircharge M State Surcharge $ % SAC Charg V7,1� C3 Erosion Control $ \�®. Park Fee $ `7 �`a00 Spec. Assessments Cjv Driveway Escrow $ TOTAL See Fee Schedule on Reverse Side In Excess of Prepaid Amount - See Reverse Side .001 x Permit Valuation (1/10th %) $.50/$1,000 Valuation (See Sched. for > $1 Million) $800 per SAC Unit (Plans to NWOC for determination) $450.00 Conservation Plan Review Fee Determined By Engineering Agreement Necessary [] Not Necessary [ �� feet x $13.50/foot �� April 11, 1994 Mr. Tom Blazina Building Inspector City of Fridley 6431 University Ave. N.E. Fridley, MN 55432 Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifth Street, St. Paul, Minnesota 55101-1633 612 222-8423 Dear Mr. Blazina: The Metropolitan Waste Control Commission determined SAC for the Norwood Square Housing to be located within the City of Fridley. This project should be charged 26 SAC Units, as determined below. Charges: Elderly Housing 50 - 1 bdrm x 1.5 people/unit = 75 people 1 - 2 bdrm x 2.0 people/unit = 4 people 79 people @ 3 people/SAC Unit If you have any questions, call Jodi Edwards at 229-2113. Sincerely, Roger W. Janzig Planner RWJ:JLE 940411SI cc: S. Selby, MWCC Equal Opportunity/Affirmative Action Employer SAC Units 26.33 or 26 ,2:60 BUILDING INSPECTION D BUILDING PERMIT REVIEW CHECKLIST AND ROUTE SHEET FILE DATE - lS DUE DATE ADDRESS ,--206 Ste` '�- vUL COMPANY NAME /'�y l,(,L)/�d 2� QU At P , { } PLANNING Barbara X Michele McPherson • IY [JPerfoa Bond Amount: [ J Park Fee Amount: [ J Setbacks [ J Parking [ J Landscaping [ 1 Wetlands [ J Compliance wl Council Stipulations { } ENGINEERING, I John Flora ;` Scott EricksonJ`lIZ° Clyde Moravetz [ J Grading(Drainage Plan [ V-C�nservatron/Erosion Control Plan Fee: ySc7 [ J Sewer Laterals Required Fee. [ J Water Laterals Required - - . Fee. [ J &and Alteration Permit Issued [q -Pond Maintenance Agreement [ J Rice Creek WSD Permit Required [ 1 Easements Required [ J Obtained [ J Inspections '1 LEON MADSEN &)/v ) { BILL CHAMPA y/z { } JOHN, PALACIO } GARY FORD 4- 2-(. {X} DICK LARSON { } MARY HINTZ STIPULATIONS: Please Print or Type Clearly `Jtc- treiVto.j e0/tih9-11 NORWOOD SQUARE HOUSING: BUILDING PERMIT PLAN REVIEW Project: Norwood Square Housing: Elderly & Handicapped Owner: Westminster Corproation Architect: Boarman Kroos Pfister & Assoc, MN Registration #11682 Engineers: .(same) -- Civil " 11546 Structural it 15458 Documents Reviewed: Architectural Plans: T1, Al, A4-11, A13-14, Dated 10-04-94.* Structural Plans: Sl -7, Dated 09-29-93.* Specifications: Dated 09-29-93.* .4 *Addendums No. 1, 2, 3 & 4: Drawings & Text. Soils Reports: Dated 09-18-85 & 09-22-93. Detail Book: Dated 09-29-93.* Review Date: 04-11-94. GENERAL COMMENTS: 1/10 0. Following are the results of the Plan review for the Norwood Square Elderly and Handicapped Housing project proposed for construction near 62nd and 5th Street in Fridley, Minnesota. Our review has been based upon the submitted documents noted above and the codes as noted. 1. The City's review and enforcement of access for the disabled is per MSAC (MSBC 1340) per instruction of the State Building Official. Applicant, Owner and other responsible parties are advised that it is their respon- sibility to assure and provide compliance with the Americans with Dis- abilities Act and other accessibility codes/rules. 2. This review is based upon the following codes: MSBC = 1989 Minnesota State Building Code (1988 UBC, Amended). MSAC = 1989 Minnesota State Accessibility Code (MSBC 1340). MECC = 1989 Minnesota Energy Conservation Code (MSBC 7670, which adopts 1983 Mode. Energy Code with Amendments). I Indicate in the specifications that the City shall be copied with all `_II code -required testing, inpspection, investigation, and other reports. 4. Provide a Special Inspection & Testing Schedule per UBC 302(c) & 306(c). Include the following areas (and others as necessary) or provide infor- mation (e.g; exemption items, calculations, etc.) which exempt an area of work from special inspections: Concrete, Bolts installed in concrete, Welding, High-strength bolting, Special grading, excavation, filling and compaction. 5. Post approved numbers or address in such a position as to be plainly visible and legible from the street or road fronting the property per UBC 513. -- next page -- NORWOOD SQUARE: BUILDING PERMIT PLAN REVIEW 2/10 6. Implement soils investigation reports' recommendations (including site preparation, minimum footing depth, vapor barrier, etc.) and additional observation and testing by qualified personnel. See also notes Sheet S7. 7. Interior floor, wall and ceiling finish materials must comply with UBC Chapter 42 and the Fire Code. Submit flamespread and smoke density ratings for all finish materials for the City's review and approval prior to their installation. Lj_� N��g 8 Provide copies of testing reports for all fire -rated windows, dampers, special fire -stop assemblies, and other fire -resistive assemblies, per / UBC 302(b). Indicate on the Architectural cover sheet that, "Penetrations of fire- resistive floors and walls requiring protected openings shall be only " occasional pipes, conduits, sleeves and electrical outlets of copper, sheet steel or ferrous construction. Such pipes, conduits or sleeves shall extend to a fixture or 18 inches through the wall or floor,�per UBC 4304, 4305 & 1706(a)X7." — per UBC 302(d). 10. Firestopping around permitted openings through fire -resistive construction shall be of an "Approved" material capable of preventing the movement of hot flame or gases for the required fire -resistive time period, per UBC 4304, 4305 & 1706(a)X7. Specify, on the architectural cover sheet, the appropriate UL design number for each typical wall and floor -ceiling penetration, per UBC 302(d). 11. An approved automatic fire sprinkler system must be installed as per UBC 3801; 3802(b & h), UBC Standard -38-1 & 38-2, and the Fire Code. Shop drawings must be submitted for our review and approval prior to their installation: Please note that the system must be connected to a UL 0 listed monitoring service prior to occupancy of the building per UBC 3803. 12. Provide fire alarms per UBC 1211. , 13. Class I standpipes shall be installed in accordance with UBC Chapter 38, where required by UBC Table 38-A. Shop drawings must be submitted for our review and approval .prior to their installation. C14 Provide calculations and data to show compliance with MECC, per UBC 302(d). 0 15. Applicant shall assure integration and compliance of the project with this review and that of the Fire Department and Fire Code requirements and those of other regulatory agencies. 16. Code Design Criteria: Based on submitted documents, a number of assumptions were made. These have been summarized on the atached Criteria sheets. Verify and indicate the appropriate data, supplying any missing data. PLAN REVIEW COMMENTS: 1 through 149. SHEET T1: See General Comments 1-15. SHEET Al 1. Confirm retaining wall design per UBC 2308. z. rroviae 1:1U maximum slope for site approach by the disabled from handi- capped stalls and dropoffs to the building entrance, per MSAC 0300.2. SHEET A2: Not reviewed. next page -- NORWOOD SQUARE: BUILDING PERMIT PLAN REVIEW 3/10 SHEET A3: "Not Used." SHEET A4: Not Reviewed. SHEET A5 3. See Notes 1 & 2. SHEET A6 4. This sheet must have the signature of the Minnesota registered Engineer who prepared the mechanical design, per UBC 302(c) and MN Statutes 326.12.3. SHEET A7 5. First Floor Plan: All doors leading to public or shared areas from all apartment units must be provided withodeadbolt locks per UBC 1216, Amended. -- next page -- Every sleeping room below the 4th story shall be provided with an operable egress window per UBC 1204. aw �� 7. Assure sound control between dwellingunits and public areas per UBC 1215, Amended, and Appendix Chapter 35. (, Provide Rooms 126 & 134 with a one-hour occupancy separation if used for shared storage, per UBC 503 & 1202(b)13. 9. Provide shafts at Grids B-4 & K-4 with one hour construction nd fire dampers per UBC 4306(j) and UMC 1006. F;P2 � -A.,k� I�,,,,, 10. The enclosed spaces next to.the units' showers shall be provided with , floors and ceilings (the entire space �' p per;=General_:(ReYi@.W) Notes 9 & ®�C 10), or shall be constructed as shaft enclosures per. UBC 1706 with r'1 fire dampers per UBC Standard 43-7, and other opening and penetration protection. 11. Provide elevator shaft with protected openings per UBC 1706. 12. Provide floor numbers at elevator jambs per MSAC 0900.2. 13. Provide elevator controls and identification per MSAC 0800 & 0900.3. 14. Tops of controls for elevator controls, thermostats, manual fire alarms: (and electrical switches and receptacles in handicapped units), and similar equipment, shall be no higher than five feet above the floor; per MSAC 0800. bac y� 15. Verify and so indicate on the plans how all exit doors will be openable �� from the inside without the use of a key, special knowledge or effort 04%. per UBC 3304(c). 16. Provide a -20 -minute door assembly for the opening between the lounge and 3305the corridor, per UBC 3305, 3305(a)X, 3305(g), 3305(h)1&2, and�,t 17. Confirm power supply to exit signs is provided per UBC 3314(d). 18. Provide safety glazing in windows either side of Door 124 and next to Door 131B.UY y®6 DC7 9 Firestop soffit above cabinets and around dropped beam in Room 124, and similar areas, per 2516(f). -- next page -- NORWOOD SQUARE: BUILDING PERMIT PLAN REVIEW 4/10 SHEET A7: FIRST FLOOR PLAN (cont'd) 120. Community Room 118 has an occupant load of 132. Po s this maximum load near the main exit of the room, per UBC 33O2(c). A-`3 d a-,vP, s 21. `Community Room 118 is an A-3 occupancy. Provide a one-hour occupancy -_ d �1O separation from the rest of thaAvilding (walls & Ceiling) per UBC 5O3(c)4, with�' -rated assemblies for all openings per UBC 4306. Keep kitchen vent within the occupancy separation. 22. Exit doors (118A & 118B) from Group A occupancies shall not be provided with a latch or lock unless it is panic hardware per UBC 3318(a) & UBC 33O4(d). 23. Revise Door 118B to swing in the direction of travel per UBC 33O4(b), and to meet the projection requirements of UBC 33O5(d). 0 Provide additional glazing to meet natural glazing requirements require- ments of Room 118 per UBC 60511 (1/10th of floor area). Confirm venti- lation ner UBC 60511. 25. Yard Equipment storage is an M-1 occupancy. Provide a separate room 9� with one-hour occupancy from the rest of the building per UBC 503. 26.E Class I, II or III -A liquids shall not be stored in Group M-1 occupan- 27. c 28 cies for elsewhere in the building] unless such storage or handling shall comply with the Fire Code, per UBC 110413. Rubbish chutes shall terminate in a room separate from the rest of the building by not less than a one-hour occupancy separation, per UBC 17O6(c). Separate toilet facilities are required for men and women per UBC 605, Amended, 510 and Table 5-E, Amended, for.an Assembly_Occupancy (Rm. 118). A drinking fountain is also required per UBC Table 5-E. Note: Facilities may be considered by the Administrative authority when Table 5-E provisions are excessive for a specific use or occupant load. Provide documentation per UBC 105 or 106 if such consideration is requested. Draftstops are required in floor -ceiling assemblies in line with each wall separating a tenant from the other and from other areas, per UBC 2516(f)4A(ii) — see special provisions at corridors. See firestop Note 61. 30. Provide minimum 44 -inch dimension in the direction of travel for all stoops (Doors 114B, 12OB, 124, 127B & 131A), per UBC 33O4(i). -�� 31. Provide landing and threshold per MSAC O3OO.6E. 32. Notes 1 & 2 apply. See also Mechanical & Plumbing Review Note 45. 33. General Notes: Number 2: Maintain fire -resistive integrity at gypsum wall board joints, and similar features, per UBC 4303, 4304 & 4305.. 34. Number 11: Provide sleeve height for handicapped units' air conditioners per MSAC. 35. First Floor Reflected Ceiling Plan: Firestop dropped beam soffit at the Lounge and Stairways. -- next page -- NORWOOD SQUARE: BUILDING PERMIT PLAN REVIEW 5/10 SHEET A8 36. Second Floor Plan: Notes 5-17, 29, 33 & 34 apply. See also Note 61. 37. Provide safety glazing in windows either side of Door 224 per UBS 5406(d). Provide Refuse Room 221 with one-hour occupancy separation and 60 -minute openings per UBC 1706(b). Similar at Room 226, if used for shared storage. [Similar at Third Floor.] 39. Handrails and corridor doors (e.g, 228, 229 & 230), when fully opened, shall not reduce the required width of the corridor by more than 7 -inches, per UBC 3305(d). 40. Stairway doors (e.g, 217 & 220) shall not reduce the landing dimension to less than one half its required width per UBC 3304(j) & 3306(g). 41. Reflected Ceiling Plan: Note 35 applies. SHEET A9 42. Third Floor Plan: Notes 5-17, 29, 38-40 apply. See also. Notes 61 & 65. 43. Attic access shall have minimum net open dimensions of 22 by 30 inches, per UBC 3205(a)12. Minimum clear headroom, above all construction for the access, shall be 30 inches per UBC 3205(a)1[3. 44 Laundry Room 323 shall be separated from the rest of the building by a one-hour occupancy separation, with openings protected by 60 -minute rated assemblies, per UBC 503 & 1202(b)13. 45. Provide testing report, or other substantiating data, showing a minimum 60 -minute fire -resistive assembly rating, or reduce each window to 100 square inches similar to UBC 4306(G)Iff2. 46 Five laundry trays are required by UBC Table 5-E. See Note 28. _1 SHEET A10 47. Notes 5-7, 10, & 15 apply. 48. Provide fan in.bathroom per UBC 1205(c)14: Note minimum five foot separ- ation of discharge from any mechanical ventilating intake. Handicapped Unit Floor Plan: Provide maximum z inch height lip or curb per MSAC 0500.5. Shower stall seat also required. Provide lower -height shelving. 50. General Notes: (Review) Notes 33 & 34 apply. 51. Sound control requirements ;rlso apply at enclosed space next to units' showers. SHEET A11 52. Building Elevations: Notes 18 & 37 apply. 53. Provide flashing at all valleys and at the intersections of roof and.. vertical surfaces per UBC 3208(c). 54. Provide one-hour fire -rated wall construction, :per UBC Chapter 36 & 1706 & Table 17-A, for all roof structures. 53; Termination of boiler flue shall be per UMC 906, Amended. -- next page — NORWOOD SQUARE: BUILDING PERMIT PLAN REVIEW 6/10 SHEET Al2: "Not Used." SHEET A13 56. Building Section: Identify on the plans the specific UBC, gypsum Association or UL design numbers used in the design of fire -resistive construction (e.g, elevator shaft walls, ceiling and its roof structure) per UBC Table 17-A and 302(b). 57. Sump pit shall be per MSPC. SHEET A14 58. Exterior Wall Section: Supply evidence of consideration for differential movement of brick veneer, supports and wood back-up, per UBC 3004(a)1[4. See also related Notes at Detail 6/S5. 59. Note 56 applies for exterior wall and typical floor assemblies. 60. Provide attic ventilation as required in UBC 3205(c) for each attic compartment. See also Notes 29, 42 & 65 re: attic draftstops. 4 pro-yu- Note 29 applies. Firest" individual struc. members in floor cavity per 4303(b)6. 62. Provide sill, anchor bolts and anchorage per UBC 2516(c)3, 2907(f) and 2310. 63. Soils report calls for 4- to 6 -inches of sand between concrete slab and the vapor barrier. 64. Common Corridor Wall Section: Notes 59-61 and:..39 apply. 65. Provide draftstops in attic above per UBC :3205(c);-_and_.at:pairs of units straddling a common corridor per UBC 2516(f)4B(ii). 66. Only noncombustible materials in void between gypsum board ceiling and the suspended ceiling unless sprinkled. 67. Stair Section: Notes 59-61 apply. 68. Provide minimum.44-inch landings per UBC 3306(g). 69. Provide solid blocking at each end of landings' joists per UBC 2517(d)3. 70. See stair tread/stringer note on Sheet S2. 71. Provide firestopping at stair stringers per UBC 2516(f)2C.- 72. There shall be no enclosed usable space under stairs, nor shall any. open space under such stairways be used for any purpose, per UBC 3309(f). 73. Construct stair enclosure as a one-hour shaft per UBC 1706 & 3309.-- 74. Provide rounded nosing for stair treads per MSAC 0300.7. 75. Handrails shall be.placed 34- to 38 -inches above stair nosings, with maximum lZ-inch space between rail and wall, per UBC 3306(j). 76. Handrails shall be continuous full height of the stairway per UBC 3306(j). Ends of the handrails shall be returned or shall terminate in newel posts or safety terminals, per UBC 3306(j). 77. Increase guardrail/wall height to provide minimum 42 -inches above the finished floor, per UBC 1711, Amended. -- next page - NORWOOD SQUARE: BUILDING PERMIT PLAN REVIEW 7/10 SHEET A14: cont'd 78. Section @ End Gable: Fire -resistive rating must be maintained for exterior walls passing through the attic area, per UBC 4304(c). 79. Provide wind -bracing per UBC 2517(g)3. 80. Notes 7, 29, 59, 60 & 65 apply. 81. Notes 78-80 apply. SHEET S1 82. Structural plans shall reference the soils reports prepared for this project and indicate compliance with the following, per UBC 2907(a&e): -modulus of subgrade reaction for slab, -soils correction -footing depth minimums below final grade: 22 -inches at interior, 48 -inches at perimeter, 60 -inches at unheated foundations (stoops, porches, etc.). 83. General Notes 3 & 4 apply. 84. Identify on the structural plans that interior walls were designed to resist not less than a 5 psf live load per UBC 2309(b), and other loadings (cabinets, shelving, etc.), with deflection limited to 1/240. 85. Identify on the structural plans: -the design wind stagnation pressure used in psf, per UBC 2311(b), Amended and Table 23-F, -design wind pressure in psf per UBC 2311(d), Amended and Formula 11-1 and Tables 23-F,G & H, -that the roof and floors are designed to accomodate fire sprinkler piping at 250 pounds plus weight of water -filled piping per UBC 2308(a) and Table 23-B. 86. Provide two sets -of shop drawings with layouts of all trusses (floor & roof) to the City for review prior to erection. 87. Foundation Plan: Stoop and porch footings shown 14 -inches higher than called for in soils reports. See Note 82. 88. Note 62 applies. 89. Architectural plans show depressed slab with drain near Grids L-5/6. Confirm and alter plans for pongruity. SHEET S2 90. Second Floor Framing Plan: Indicate on the structural plans that the stair treads and stair structure is designed for minimum concentrated and uniform loads per UBC 2304, 2303, Table 23-A and 302(b). See also Detail 3/A14. 91. Confirm floor design (2x8s) for 100 psf exit corridor load per UBC Table 23-A. 92. Note post above Grids 3-F/G. 93. See note at Detail 6/S5 re: wood members resisting horizontal forces contributed by masonry construction. 94. Plan Note 6: See notes at Detail 7/S5 re: 2x4 studs. -- next page -- NORWOOD SQUARE: BUILDING PERMIT PLAN REVIEW 8/10 SHEET S3 95. Third Floor Framing Plan: Notes 91 & 93 apply. SHEET S4 96. Hand -framing of roof shall be per UBC 2517(h). 97. Sheet missing Engineer's signature. SHEET S5 98. Structural Notes: Note l.a: MSBC shall govern. 99. Cast -in -Place Concrete Note 7.d: Concrete coverage shall be per UBC 2607(h)1 [§7.7 of ACI Standard 318-83 (Revised 1986)]. 100. Structural Steel Note 9: Confirm design and installation of high-strength bolt connections per UBC Standard 2"-7 and UBC 2713. 101. Detail 6/S5: Confirm masonry veneer design with respect to: -Use of wood members to resist horizontal forces contributed by masonry. If exemption 1 is used, provide substaniating data per UBC 2513 and Chapter 23, and verify compliance with 2516(h&i), -Anchorage of masonry veneer to base, floor and roof per UBC 2310, -Veneer design compliance with UBC Chapter 30. 102. Detail 7/S5: Bearing walls with 2x4 studs shall not support more than one floor + roof + ceiling per UBC Table 25-R-3 for conventional construction. Submit signed calculations for consideration under Chapters 23 & 25, per UBC 302(d). SHEET S6 103. Details 2/S6 & 3/S6: Note 102 apply. 104. Detail 10/S6: Provide blocking at horizontal joint of sheathing as required per UBC 4714 & Table 47-I. 105. Nailing Schedule 14/S6: Built-up girder and beams, 3 or more pieces shall also have 2-20d nails at each end and at each splice, per UBC Table 25-Q. 106. Plywood: Nails shall be spaced at 10 -inches maximum at intermediate supports for floors, per UBC Table 25-Q. SHEET S7 107. Notes 96 & 97 apply. 108. Brace all roof framing to bearing (walls/posts) per UBC Chapters 23 & 25. 109. Detail 4/S7: Provide fireblock in elevator shaft wall at ceiling of adjacent rooms, per UBC 2516(f)2A/B. DETAIL BOOK 110. 1/1.2: Note 56 applies. Also provide approved watersplash protection where required by UBC 2516(k). Sound rating may be required at shaft wall -- see Notes 51 & 10. 111. 1/1.6: Provide lever handles per MSAC 0300.6F. Provide knurled knobs at hazardous locations per MSAC 0900.4. See Note 16 for additional doors required at lounges on 1st, 2nd & 3rd floors. Provide 60 -minute fire -rated assemblies at Doors 114A, 118A, 118B, 121A, 221 [& 321]. Revise Door 121B per Notes 25 & 27. Confirm rating for Doors 126, 134, 226 [& 326, 331] per Note 8. -- next page - NORWOOD SQUARE: BUILDING PERMIT PLAN REVIEW 9/10 DETAIL BOOK (cont`d) 112. 2/1.6: Note 111 applies. 113. 4/1.6: Notes 44 & 45 apply. 114. 1/1.7: Note 6 applies. 115. 1/1.8: Provide ceramic tile base and wall (wainscot minimum) in Room 129; see 1/10.0. Provide ceramic tile floor, or substaniating data for sheet vinyl. Note 1/1.2 applies. General Note 7 applies [for 2/1.8 also]. 116. 1/1.9: Mount PTD&WR and SND with working height no more than 40 -inches in accessible rooms, per MSAC 0600.2 117. 1/2.2: Note 1 applies. 118. 4/2.5: Provide maximum slope of 1:20 a� handicap curb cut; see Note 2. 119. 1/4.0: Note 58 applies. 1201. 2-5/4.0: Confirm that the "continuous wall flashing" does not act as a second vapor barrier. 121. 7-8/4.0: Provide treated material for rails, pickets and for the beams. 122. 1/6.9: Provide access for the disabled per MSAC 0500.6, etc. Provide 24 -inches minimum between cooktop and hood above, per UMC 1901(a). See Note 124. 123. 2/6.9: Provide cooktop clearance; see Note 122. 124. 3/6.9: Note.122 applies. Provide range controls per MSAC 0600.1B. 125. 1/9.1: Note 43 applies. Confirm truss spacing_and/or access design. 126. 1/10.0: Provide smooth, hard, non-absorbent surface on all walls to a minimum height of 48 -inches, per UBC 510(b). Provide lever handles at lavatory. Vertical grab bar to be 18 -inches minimum. 127. 2/10.0: Note 126 applies; notice change in wainscot height and locations (all walls). Provide minimum 36 -inch long vertical grab bar at bathtub. Provide single -lever bathtub control, accessible from seat in bathtub. Provide bathtub seat per UBC MSAC 0500 128. 3/10.0: Note.127 applies at handicap bathrooms. Lower mounting height of medicine cabinet at handicap bathrooms per MSAC 0600.2. 129. 5/10.0: Note 127 applies. 1-0 130. 1/10.2: Provide flashing at louver sill per UBC 1707(b). 131. 1/10.5: Maintain fire -resistive integrity at head and sill, per UBC 4304. 32. 1/10.9: Provide lower shelf height for shelving in "5 shelves" installation in handicap units, per MSAC. SPECIFICATIONS (PROJECT MANUAL) 133. 00220: Note Soils Reports. 134. All Work in this project is subject to the MSBC, MSAC & other codes. Of particular note are the following UBC requirements for the noted sections: Section:Chapter Section:Chapter Section:Chapter Section:Chapter 03100 :26 04210 :24 07311 :32 08410 :33 03200 :26 05100 :27 07531 :32 08612 :1204 03300 :26 06100 :25 07620 :1707 08700 :33 0351Q :26 06180 :25 08110 :33 08720 :33 04100 :24 07150 :1707 08210 :33 08800 :54 04150 :24 07200 :1713 08305 :43 09260 :4711. -- next page -- NORWOOD SQUARE: BUILDING PERMIT PLAN REVIEW 10/10 SPECIFICATIONS (cont'd) 135. 03300.2.01.D: Admixtures -to be used in concrete shall be subject to prior approval by the Building Official, per UBC 2603(g). 136. 3.09: Note 63 applies. 137. 03510: Work per UBC and manufacturer's recommendations. 138. 05100.2.03.E: Welding shall be inaccordance with the 'Structural Welding Code -Steel', ANSI/AWS D1.1-84 as adopted with adments by UBC Standard 27-6. General note: Fabrication, erection, identification and painting of structural steel shall be in accordance with UBC Standard 27-2. 139. 3.01, 3.02: Note 138 applies. 140. 07200: Install foam plastic insulationwper UBC 1712. 141. 07311: Provide metal valley flashing or weave per manufacturer's printed instructions, per UBC 3208(c)lA. 142. 08700: Manually operated edge or surface -mounted flush bolts and surface bolts are prohibited per UBC 3304(c). 143. 2.04: Show how STC rating will be maintained without threshold in Groups 8, 10, 11, & 12. 144. 08720: Breakaway feature noted, door shall comply with UBC 33. 145. 08800.2.06: Tempered glass shall be permanently identified by the manufac- turer per UBC 5406(b). 146. 09260.2.01.A: Moisture -resistant gypsum backing board shall be installed per UBC 4712. 147. 10200.2.02.D: Louvers shall have inch bird screen per UMC 602(c). 148. 11452.2.01.A: Provide accessible controls at handicapped unit, see Note 124. — — 149. Provide written response to this review. If concur, so note. Submit two (2) copies copies of all revised drawings, notes or specifications to the City. — end — P NORWOOD SQUARE HOUSING: MECHANICAL & PLUMBING PERMITS PLAN REVIEW 1/3 Project: Norwood Square Housing: Elderly & Handicapped Owner: Westminster Corporation Architect: Boarman Kroos Pfister & Assoc, MN Registration #11682 Mechanical & Plumbing " 19645 Documents Reviewed: Mechanical (& Plumbing) Plans: M1-7, 10-04-93* Specifications: Dated 09-29-93 *Addendums No. 1, 2, 3 & 4: Drawings &,,Text Review Date: 04-11-94 GENERAL COMMENTS: 0 through 2. 0. Following are the results of the plan review for the Norwood Square Elderly and Handicapped Housing project proposed for construction near 62nd and 5th Street in Fridley, Minnesota. Our review has been based upon the submitted documents noted above and the codes as noted. 1. This review is based upon the following codes: MSMC = 1989 Minnesota State Mechanical Code (1988 UMC, Amended). MSPC = 1990 Minnesota State Plumbing Code (Chapter 4715). 2. The Building Permit Plan Review comments are incorporated into this review by reference. Of particular note are the General Notes and the direction for written response to this review. PLAN REVIEW COMMENTS: 1 through 47. SHEET M1 1. Indicate on the floor plans how and where penetrations in -fire -rated assemblies/construction will be made for mechanical and plumbing ducts, conduits, pipes and similar systems, per UMC 302(c)¶2. 2. Hot water heating system shall Mmply with UMC 2127, Amended. SHEET M2 3. Underground Plan: Provide cleanouts at the base of plumbing stacks (4 total) located at either side of each stair, per MSPC 1000. 4. Install cleanout near Grids E/3-4 per MSPC 1030. — 5. Sump must conform to MSPC. 6. Combustion air for the furnace and hot water heaters shall comply with UMC 603, Amended & 604, Amended. 7. Confirm boilers` compliance with UMC 504(b). 8. Show size, type and location of all ductwork on floor plans per UMC 302(b&c). 9. Provide backwater valve for sanitary sewer, if required, per MSPC 1160. -- next page -- NORWOOD SQUARE: MECHANICAL & PLUMBING PERMIT PLAN REVIEW 2/3 SHEET M2 (cont'd) 10. Plumbing Risers: Confirm sizing per MSPC 2300, 2310;' 2500 & 3500. 11. Maintain backflow protection & discharge through airbreak per MSPC 1230. SHEET M3 12. First Floor Plan: Penetrations into and opening through exit enclosure are prohibited except for that serving the stair enclosure per UBC 3309(c). Re-route prohibited items at each stair. �¢ PA 13. Note one-hour occupancy separation required for Community Room 118, Refuse chute termination room, and the Yard equipment room. See architectural plan review for additional separations and fire -resistive requirements. See also Notes 1 & 21. See also Note 45. 14. Backflow prevention for main supplyorequires double-check valves for DCVIAV assembly shown, per MSPC 2100.D & 2110.' 15.• Lawn irrigation supply requires a reduced pressure zone (RPZ) backflow preventer per MSPC 2100 & 2161. 16. Identify all materials and devices in the heating and cooling water system per referenced standards and provide additional marking for copper tubing per MSPC 2127.2.A(14). SHEET M4 17. Second Floor Plan: Notes 8, 12; 13,:.16 & 21 apply. See also Note 1. 18. VOID-Roem 6 -does -not agr-ee-wi+h-ar-elri+eet-uml -Ean-frrm-design-arrd-aiter- 1he--Pla44 for- -eeagr-uene-e --VOID-----------VOID------- SHEET M5 19. Third Floor Plan: Notes 8, 12, 13 & 16 apply. See also Note 1. 20. Note one-hour occupancy at Laundry Room 323 and Refuse Room 321. 21. Install dryer vents &=bathtoom -exhaiist. per UMC 1104'& * 1903 and UBC 4305 (b&c) . 22. Provide plumbing vent terminations per MSPC 2530. 23. Exhaust Supply & Return Risers: Provide fire damper in return/supply air for furnace per UBC 4306(j), with access opening per UMC 1006(b). 24. Provide fire damper,etc, in return air where enters attic, or provide fire -rated chase through attic (provide assembly design number), per UBC 4306(j). 25. Note on the plans that FC -1 will be provided with smoke detection shutdown as specified in UMC 1009. SHEET M6 26. Unit Plans: Note 21 applies. Firestop other penetrations of fire -resistive floor -ceiling, roof -ceiling and wall constructions per UBC Chapter 43. 27. Mechanical Room Plan: Notes 1, 6, 7, 8, 13, & 16 apply. See also Note 45. 28. Install air expansion tank per UMC 2107, Amended. 29. Confirm boilers will be installed per UMC Table 21-C, Amended. 30. All connections of potable water to the heating and cooling system shall conform to MSPC 1940, 2120 & 2161. -- next page -- NORWOOD SQUARE: MECHANICAL & PLUMBING PERMIT PLAN REVIEW 3/3 SHEET M6 (cont'd) 31. Plan notes - Partial Plan 3/M6; PN 1: Provide 4 -inch mesh corrosion -resistant screen to cover openings per UMC 602(c) — typical. 32. PN 8: Provide gas supply to pilots per UMC 2109, Amended. 33. PN 12: Hot water wastes shall comply with MSPC 1610. SHEET M7 34. See previous Notes, especially 6, 7, 25 & 29. SPECIFICATIONS (PROJECT MANUAL) 35. 15000: All Work shall conform to the MSMC, MSPC, MSBC and Fire Code requirements. 36. 15047.3.03: See Note 16. 37. 15060.2.04.A: Confirm meets ANSI A21.8.0 38. 3.12.G.1: Hard copper with solder fittings may not be buried under or in concrete slabs, per MSPC 0520. 39. 15090.2.03.B: Maximum hanger spacing for threaded pipe is 12 -feet per MSPC 1430.4B. 40. 2.03.C: Provide maximum six-foot spacing of hangers for 1 -4 --inch or' less diameter piping, per MSPC 1430.4C. 41. 2.03.D: Also support vertical cast iron pipe at base per MSPC 1430.3A, and all stacks at their base per MSPC 1430.6. 42. 3.04: Provide duct support per MSMC Chapter 10. 43. 15400: Provide advance notification to the City, and provide testing of plumbing systems, per MSPC 2800 & 2900. 44. 15801: Provide ducts per MSMC Chapter 10. 45. 15840: Note that gas vent connectors may not pass through' an occupancy separation, per UMC 915(a)16. 46. 15860: See Note 44, similar. 47. 15950: Note 25 applies. -- end -- P 6 04,11.94 P_w Project:F�I,pUl�c�E BUILDING CODE DESIGN CRITERIA: 1/2 r1E!4Dbf---YJ MN NOTE: Select applicable choices within "[ / ]", fill in blanks, and otherwise provide information to clarify the project, and describe it accurately. I. OCCUPANCY A. Basic Occupancy: Y/MXr MS6., Group(s) : F_•� 38r l of �p sf No SEP B. Accessory Uses: p ly y Group(s), (1>,?) , 3Wie sf (UBC 503(a)X2) _L0UW-5C c&.r-ty. , Group(s): (A-3) , 3g4t410+46¢sf , Group(s), sf C. Other Occupancy: GommUnitT(RM , Group(s): A. Cj-J sf 132crG.� (UBC 503(a)JI %?-fl F-0 UIP ^ Group(s) : /0-1 ?2 4W : sf Group(s): sf D. Sum of the Ratios = (UBC 503(a)12) -roTAL_ = E. Occupancy Separation:_Fl/L -hour (UBC 503(b,c,d P_I 1 = t -hour & Table 5B) / _ -hour iz1 /LAMOVY = J IM II. BUILDING DEFINITION Rl �Ct'ELYU��'commoN s�o[�� _ ►• �� A. Construction Type:rlk}2assemblies B. 1• Typerabion WaRst. (Complete separate Criteria Sheet for ea. bldg) 2. per_ r. 3. Locations): Mcv4e t TIot4 F_Z&`PgperuxeNuN rr S (�si Gl bs WPB-��) FSR USG I 20Z (6)11 1. III. FLOOR AREA r-1 J�-5[-jam A. Basic Area = Lg &F sf B. Increase by -multi -story = tsf x Z C. Increase by Sprinkler = sf xZ �x2 D. Increase by Location = _&ZY�`�� f [UBC /506[(a)1/2/3J/[(b)]. Separation on 4 sides. (_1,17ft less 20ft)( Note: /j'1% max. increase allowed E. Total allowed= ....... ..�-ALsf F. Total proposed = ......fir ,?�sf: Floor 4 = sf 3 �Z,-��q sf x 2- �-sf 1 /31 ) sf Bsmt .- /�j�sf Other = /// sf IV. HEIGHT 9J �Y-t t}(Z A. Basic = _510 ft per UBC 507 & T -5D -vs- _30-f t proposed per UBC 409. B. Basic = 3 stories per UBC 507 & T -5D -vs- 3 stories proposed (UBC 420). C. _ D. No per [Separate t n� W E. Additional Level(s): o OC F. Increase in stories allowedZF-Wyapep o]per UBC 50712. © 1994, Robert L. RoachAe� . G.B.O.C.I30'� 1 wi��v �7I�i ''"n%--TAfJT A -� .` 9 /,-for-Y MPS . 04, 11, 94- et�� Project: Tlop-"Oop -55 K� BUILDING CODE DESIGN CRITERIA: 2/2 F:p4maY (VIN GoNF C' 12SPlocc. V. EGRESS Lo0N6E C�' l5t'. A. Occupancy load factor = 2 sf/occupant, per UBC T-33A.NY� B. ExitingCalculations: 7SP/A3� (Co�� ffi), issF/ L�sya�c No. Provided Floor's Stairs! (each) OpFlecc3 (ppSr-/aZ, Occ. Exits (Exterior. Exit Width: Exit Widti�:- Floor Load Req'd /Stairs) Req'd Provided Req'd Provided Notes 4 — /- 3 Z / 2 &4* : 44-a 44 44,v,_ Bsmt .-- VI. FIRE DETECTION/SUPPRESSION ..Automatic Fire Sprinkler: 1. Stories: ?:> 2. Basement• Yes N/A 3. Attic-. Yes No] 4. Excluded Areas: [None/Describe]: Fire Detection: Yes 1. System: [Separate/Integral with sprinkler]. 2. Individual detectors provided per UBC 1210(a)4. [Yes/No/Not Apply]. VII. ALSO PROVIDE THE FOLLOWING INFORMATION Mostrecent drawings, specifications and addendums, signed by Designers. tpe r esign num ersora ra a assemies4304(e), ===a 4305(a), 4306, etc. (Note on drawings). C. Note Sound Transmission Ratings or dwel ngs per Appx. 35 :on wgs: 1. Floor/ceiling = 2. Walls........ _ (units from each other, and from public space) 3. Units' Entrance door = 4. Penetrations in above assemblies = D. List special inspections required by UBC 306 & 302(c). Note any requests for exemption from these (with basis for request & UBC reference). E. ort (if any). Soils ReMations, g�(r -�j F. Energy Cti.ons. Ft�� PFIFGe- G. Other ca reports, an other information to provide understanding of the project and, especially, of any unique conditions.(hazardous materials use/decant/storage, etc.). ----� VIII. PETITIONS tib�`�Ei: AT&Aj(oNS a - P-EQt��S N£EDE� Pilo 4��'11�`14 A. Requested alternate(s) under UBC 105: B. Requested modification(s) under UBC 106: (E)1994, Robert L. Roach, C.B.O.. T is V H XM A N Z. K S V t+ I H "1' 1_. S 1 1 U �J Project= 4f BUILDING con DESIGN CRrIMA: 2/2 V. EGRESS A. Occupancy load factor of /occupant, per UX T-33A.(`p B. Exp j -As culations: Yo—. rovi e 'Floor's t re•(el-IFFY Occ. Exits (Exterior. Exit Width: Exit Widths Floor Load R,. =d __,/Stairs) Rea' d Provided Req' d- Provided Notes 44�- t4 V-4 VY. FIRE DETBOTION/SUPPRESSION A.'Automatic Fire Sprinkler: o], 1. Stories: Z. Basement- es o 3. Attic: Yes No ' 4. Exclude ra: [None/Describe]; B. Fire DetecticO Yetis N< ,; 1. System: [S$pa 1 with spriiik7.-' ` 2. -Individual*detectorai- prof a a)4• Ya No/Not Apply ]. VIS P PROVIDE THE FOLLOWING INFORMATION fy�� 1 . Most recent drawings, specifications and addendusas, signed by Designers. j'. UBC, Gypsum Association or. UL design numbers for all rated assemblies t by ,,,per UBC 505(e), 4302(a), 4304(e), 4305(a), 4306, etc. (Note on drawings). Note Soused Transmission Ratings for dwellings (per URC Appx. 35):on dwgs: 1. Floor/ceillug - Z. Wells.•...... w (unite from each other, and from public apace) . Units' EntranceTo—or 4. Penetrations in above esrsemblies� . List :special inspections required by UBCW & 302(c). Note any requests . r exemption from theme (with basis for request & UBC reference). &, Soils Report (if any). P {'(1 4U*W`"ary Calculations. i-146 104"Other calculations, reports, and other information to provide understanding of the project and, especially, of 'any unique conditions.(.hazardous materials use/decant/storage, etc.). VIII. PETITIONS A. Requested alternate(s) under UBC 105: B. Requested modification(s) under UBC 106: ® lOD�►, :tofRrt 3.. Kosah, C.b.O.. M A NH :=; .�. ks CJ G N Z' l E S Y U z ' Ma n.t 5 '94 9117 MTKA. , MN r FAX 612-935-9788 P. 2 Projects �0vo BUILDING CODE DESIGN CRMRTA: 1/2 NOTE: Select applicable'choicaa within fill in blanks, and otherwise provide information to clarify the project, and describe it accurately, I. OCCUPANCY A. Basic Occupancy: Group(a)s_, of B. Accessory Uses:Group(+), , of (UBC 503(a)X2) , Group(:):,of , Group(s), o f, C. Other Occupancy: , troup(s):—, of (UBC 503(011 , Group(m): Group(s): of of D. Sum of the Ratios = (UBC 503(a)12) E. Occupancy Separations __.._ -hour (UBC 503(b,c,d r = -hour & Teble.5B) %— _ =hour 11. BUILDING DEFINITION y A. Conarruction Type:le- aosemblies/By sprinkler substitution}. 1. Arta Separation Wa: ( separate Criteria Sheat for Complete ea. -bldg) 1. Type: 505(e)[2/3/5]. 2. Fire -Resistive Construction per URC 505(e)1 = .�: hour. 3. Location(s): In. FLOOR AREA i rpoo As Basic Area " ... , , , ... , e [ pj 5W, of Iq IV Increase by -multi -story = ao of - -5 Q. Increase by Sprinkler = s Increase by Location = f 5061(&)1/2 ]/[(b)]. Separation on +,_ silos. ( ft leas 2Aft)�. ,r.)x �. �y' l Il �: /SSC max. inexease UTow ad E. Total all d M .,.......•%sf P. Total oposed ........ �of : Floor A of 3 = of r 'J Bsmt: - — of Other = of IV, HEIGHT � �tl ' A. Basic = '� it per UBC 507 & T -SD --vs-- ft proposed per UBC 409. B. Ba,�ic = srRes es per UBC 507 & T -SD -vs-stories proposed (UBC 420). C. Basement Yes USC 403. D. Mozzanine(s) No per UBC 1716. [Separate story rt of Mary _. below] per UBC 505(c). E. Additional Level(a): N / F. Increase in stories owed Yee/No] per UBC 50712. 0 M4, Robert T,, Roach, C.8.0. i STORM SEWER POND AGREEMENT THIS AGREEMENT made and entered into this ZO day of t L 1994, by and between Norwood Square. Inc.. a - Ann ----t- nonprofit corporation hereinafter referred to as "Owner" of the below -described property; and the City of Fridley, a Municipality under the Laws of the State of Minnesota, hereinafter referred to as "City." See Exhibit A attached hereto WHEREAS, the City has required the Owner to provide on-site detention ponding to accommodate storm water and the rate of flow of area run-off, and WHEREAS, the Owner agrees to construct a detention pond on the above- described property and do all related grading, slope work and restoration, including installation of pipe as approved by City. NOW THEREFORE IT IS AGREED AS FOLLOWS: 1. Owner assumes the full and sole responsibility for the condition, operation, repair, maintenance, and management, at no cost to City, for an on-site Detention Pond Storm Sewer System ("System") that meets generally accepted engineering standards for the purpose of receiving, retaining, and transporting all storm sewer water that may be collected within the System. Owner assumes the responsibility for any surface restoration due to utility work within City easement areas. All restoration shall be at the expense of Owner. 2. City shall not under any circumstances by responsible for the ongoing physical performance of any repairs, changes, or alterations whatsoever to the System and appurtenances, and City shall not be liable for the cost thereof. 3. Owner agrees, at no cost to the City, to regularly: (1) maintain and cut all grass; (2) maintain and trim all other shrubs and vegetation; (3) remove all liter and debris; (4) repair or replace any grass or other vegetation; (5) maintain the outlet structure; (6) maintain any pipe system; and (7) take all other and further steps that would be reasonably necessary for the purpose of maintaining a quality level of landscape care consistent with a residential development. 4. Owner agrees to indemnify and hold harmless City from any action and against any damages that Owner may sustain as a result of the construction and maintenance of the System located on Owner's property. 5. Owner's obligation to indemnify and hold City harmless in paragraph 4 above includes an obligation on the part of Owner to defend City in any actions that may be brought against City and as to which Owner has agreed to indemnify and hold harmless City as set forth above. 6. In the event that City determines that Owner is not maintaining the System in a fashion consistent with the Agreement, then City shall give written notice to Owner detailing the deficiency in the manner in which Owner is maintaining the System. If ten (10) days after receipt of this notice the deficiency described in the notice has not been corrected by Owner, then City may without further notice take any steps that it deems reasonably necessary in order to correct the deficiency. Owner agrees to reimburse City within thirty (30) days of receipt of invoice for all costs incurred, to include Administrative overhead by City in correcting the deficiency. If this invoice is not paid within thirty (30) days of receipt, Owner agrees that City may assess the cost against Owner's property. In the event that it becomes necessary for City to assess the cost for correcting the deficiency as provided herein, then City is authorized to direct the Anoka County Assessor to certify this assessment against Owner's property and Owner waives any right to a public hearing which may be statutorily or constitutionally provided for. 7. The parties hereto acknowledge that Owner is not the owner of the property but will be purchasing the property and that this Agreement will be binding upon the Owner upon acquisition of the property. 8. Any notices required under this Agreement shall be sent by certified mail, return receipt requested, or by personal service at the following address: Norwood Square, Inc. c/o Westminster Corporation 328 Kellogg Boulevard West Saint Paul, MN 55102 FURTHER, IT IS AGREED that the provisions of this Agreement shall be binding upon and enforceable against the parties hereto, their successors and assigns and all subsequent owners of the property here described. An executed copy of this Agreement shall be filed with the Anoka County Recorder's Office and made a part of and be binding upon the above described property. IN WITNESS WHEREOF, the parties hereto have hereunto set their hands this 26 Z� day of 1994. �._ 503 ti n.- lirL CITY OF FRI. EY By: s Director of Public Works State of Minnesota) ) ss County of Ramsey ) The foregoing instrument was acknowledge before me this V14 day of April, 1994, by Joseph L. Holmberg, the Executive Vice President of Norwood Square, Inc., a Corporation under the Laws of Minnesota, on behalf of the Corporation. %] #AAAAAAAAAAAAAAAAa AA.AAAAA AAA Mim DIANE Co State of Minnesota ► NOTARY0AKo FV bl ss MY COMM. ExWres Jen. 31, 2000 W vvvvV\nNvvvvvvvwvvvvvvvrvvvvvvvvv e County of Anoka ) T TheA foregoing instrument was acknowledged before me this 2 day of ,APICIt 1994, by John G. Flora, Director of Public Works of the ditV of Fridley, a public body and corporate politic under the laws of Minnesota, on behalf of the City of Fridley. This instrument was drafted by: Not y Public City of Fridley 6431 University Avenue, N.E.CLYDE V MORAVETd sr NOTARY POBUC - WNEWA Fridley, MN 55432 ANOKA COUNTY Cr—q!s<lon Expires Jzs. 31, 2000 "Exhibit A" LWU DESCRIPTION Lots one to sixteen (1-16), inclusive in Block One (1); and Lots one and thirty, in B1oax Two (2), Norwood Addition to Fridley Park, according to the duly recorded plat thereof. That part of vacated Kent St. (now known as 62nd Ave.), dedicated in the plat of "Norwood Addition to Fridley Park", lying between the northerly extensions of the east and west lines of Block 2, said plat. That part of vacated 5th Ave. (now known as Ub Street), dedicated in the plat of "Norwood Addition to Fridley Park", lying between the westerly extension of the south line of Lot 30. Block 2, said plat, and the westerly extension of the north line of Lot 16, Block 1, said plat. That part of the vacated alley in Block 1, "Norwood Addition to Fridley Park", lying between the westerly extension of the north line of Lot 1, Block 1 and the westarly.extension of the south line of Lot 89 said Block 1. That part of the vacated alley in Block 2, "Norwood Addition to Fridley Park". lying oetween the westerly extension of the north line of Lot 1, said Block 2 and the westerly extension of the south line of Lot 1, said Block 2. Anoka County, Minnesota. ap�tal Advance Program U.S. Department of Housing and Construction Contract Cost Plus Urban Development Office of Housing Under Section 202 of the Housing Act of 1959 or Section Federal Housing Commissioner 811 of the National Affordable Housing Act OMB No. 2502-0470 (exp. 12131193) Public reporting burden for this collection of information is estimated to average 10 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Reports Management Officer, Office of Information Policies and Systems. U.S. Departmentof Housing and Urban Development, Washington, D.C. 20410-3600 and to the Office of Management and Budget, Paperwork Reduction Project (2502.0470). Washington, D.C. 20503. This Agreement trade the 12 day of MAY I, 1994 , between MCGOUGH CONSTRUCTION CO., INC. (hereinafter called the Contractor), ;utdNORWOOD SQUARE, INC. __(hereinaftercalled the Owner). Witnesseth, that the Contractor and the Owner, for the consideration hereinafter set out, agree as follows: Article 1 — Scope of Contract A. The Contract between the parties is set forth in the "Contract Documents" which consists of this Agreement, the Drawings and Specifications. the current edition of AIA Document A20 1, "General Conditions of the Contract for Construction;' except for all paragraphs concerning arbitration and Form HUD 2554, "Supplementary Conditions of the Contract for Construction." The provisions of this instrument and the said HUD Supplementary Conditions take precedence over all inconsistent provisions in the said AIA General Conditions. This Contract constitutes the entire agreement between the parties, and any previously existing contract concerning the work contemplated by the Contract Document is hereby revoked. B. The Contractor shall furnish all of the materials and perform all of the work (within the property lines) shown on, and in accordance with, the Drawings and specifications entitled NORWOOD SOIIARF HUDProjectNo. 092-EE008-WAH ,dated See Exhibit B C. The Drawings, which are numbered See Exhibit B , and the Specifications, the pages of which are numbered see Exhibit B —.have been prepared by Boarman Kross Pfister & Associates, Inc. ("Design Architect'). The Architect administering the Construction Contract (hereinafter, and elsewhere in the Contract Documents, referred to as the "Architect is Boarman Kross Pfister &Associates, Inc. D. A master set of said Drawings and Specifications, identified by the parties hereto and by the Design Architect, the Architect, and the contractor's Surety or Guarantor have been placed on file with the Department of Housing and Urban Development ("HUD'), and shall govern in all matters which arise with respect to such Drawings and Specifications. E. Changes in the Drawings and Specifications or any terms of the Contract Documents, or orders for extra work, or changes by altering or adding to the work, or which will change the design concept, may be effected only with the prior written approval of HUD under such conditions as HUD may establish. Article 2 — Time A. The work to be performed under this Contract shall be commenced within ten (10) days of this Agreement, and shall be completed by -JANUARY 12 ,19 95 . The time by which the work shall be completed may be extended in accordance with the terms of the said AIA General Conditions only with the prior written approval of HUD. B. The Contractor shall correct any defects due to faulty materials of workmanship which appear within one year from the date of substantial completion. C. If the work is not substantially completed in accordance with the Drawings and Specifications, including any authorized changes, by the date specified above, or by such date to which the contract time may be extended, the contract sums stated in Article 3A below shall be reduced by the actual cost of taxes and insurance, as approved by HUD, for the per•:od from the scheduled date of completion through the Page 1 of 4 form HUD -92442 -A -CA (8192) -1 L.1-,...i1.....L.. ACZ74 A 9 AF71 S date construction was actually completed. This cost shall be .reduced by an amount equal to the project's net operating income (as determined by HUD) for the period upon which the aforemen- tioned actual costs are based. r. The date of substantial completion shall be the date the HUD representative signs the final HUD Representative's Trip Report provided that the trip report is subsequently endorsed by the Chief Architect. sticle 3 — Contract Sum and Payments (1) Subject to the provisions hereinafter set out. the Owner shall pay to the Contractor for the performance of this Contract the following items in cash: (a) The actual cost of construction as defined in Article 10 below; plus (b) Afeeofs 68, 543.00 In no event, however, shall the total cash payable pursuant to this paragraph (1) exceeds 2,110, 564.00 (2) If, upon completion, the Contractor shall have received cash payments in excess of (a) the actual cost of construction, plus (b) the cash fee specified in paragraph (1), all such excess shall be refunded to the Owner. 1. Each month after the commencement of work hereunder, the Contractor shall make amonthly request on Form HUD -92448 for payment by the Owner for work done during the preceding month. Each request for payment shall be filed at least ten ( 10) days before the date payment is desired. Subject to the approval of HUD, the Contractor shall be entitled to payment thereon in an amount equal to (1) the total value of classes of the work acceptably completed; plug (2) the value of materials and equipment not incorporated in the work, but delivered to and suitably stored at the site; plus (3) the value of components stored off-site in compliance with applicable HUD requirements less (4) 10 percent holdback and less prior payments. The "values" of (1), (2) and (3) shall be computed in accordance with the amounts assigned to classes of the work in the "Contractor's and/or Mortgagor's Cost Breakdown," attached hereto as Exhibit "A". The Contractor agrees that no materials or equipment required by the Specifications will be purchased under a conditional sale contractor with the use of any security agreement or other vendors title or lien retention instrument. C. The balance due the Contractor hereunder shall be payable upon the expiration of 30 days after the work hereunder is fully completed, provided the following have occurred: (1) All work hereunder requiring inspection by municipal or other governmental authorities having jurisdiction has been in- spected and approved by such authorities and by the rating or inspection organization, bureau, association or office having jurisdiction, . - (2) All certificates of occupancy, or other approvals, with respect to all units of the project have been issued by S tate or local governmental authorities having jurisdiction; and (3) Permission(s) To Occupy (Form FHA -2485) for all units of the project have been issued by HUD. D. With its final application for payment by the Owner, the Contrac- tor shall disclose, on a form prescribed by HUD, all unpaid obligations contracted in connection with the work performed under this Contract. The Contractor agrees that, within 15 days following receipt of final payment, it will pay such obligations in cash and furnish satisfactory evidence of such payment to the Owner. Article 4 — Receipts and Releases of Liens The Owner may require the Contractor to attach to each request for payment its acknowledgement of payment and all subcontractors' and materialmen s acknowledgements of payment for work done and materials, equipment, and fixtures furnished through the date covered by the previous payment. Concurrently with the final payment, the Owner may require the Contractor to execute a waiver or release of lien for all work performed and materials furnished hereunder, and may require the Contractor to obtain similar waivers orreleases from all subcontractors and materialmen. Article 5 — Requirements of Contractor A. The Contractor shall furnish, at its own expense, all building and other permits, licenses, tools, equipment and temporary structures necessary for the construction of the project. The Contractor shalll give all required notices and shall comply with all applicable codes, laws, ordinances, rules and regulations, and protective covenants, and with the current regulations of the National Board of Fire Underwriters, wherever applicable. The Contractor further shall comply with the provisions of the Occupational Safety and Health Act of 1970. The Contractor shall immediately notify HUD of the delivery of all permits, licenses, certificates of inspection, certificates of occupancy, and any other such certificates and instruments required by law, regardless of to whom issued, ,wl shall cause them to be displayed to HUD upon request. B. If the Contractor observes that the Drawings and Specifications are at variance with any applicable codes, laws, ordinances, rules or regulations, or protective covenants, it shall promptly notify the Architect in writing, and any necessary changes shall be made as provided in this Contract for changes in the Drawings and Speci- fications. C. Upon completion of construction, the Contractor shall furnish to the Owner a survey showing the location on the site of all improvements constructed thereon, and showing the location of all. water, sewer, gas and electric lines and mains, and of all existinrg utility easements. Such survey shall be prepared by a licenswtn surveyor who shall certify that the work is installed and erected entirely upon the land covered by the mortgage and within any building restriction lines on said land, and does not overhang or otherwise encroach upon any easement or right-of-way of others. In addition, the Contractor shall furnish additional surveys when required by the owner for any improvements, including structures and utilities, not theretofore located on a survey. The Contractor shall furnish copies of such survey required hereunder for HUD. D. The Contractor shall assume full responsibility for the mainte- nance of all landscaping which may be required by the Drawings Page 2 of 4 form HUD -92442 -A -CA and Specifications until such time as both parties to this Contract shall receive written notice from HUD that such landscaping has been finally completed. The Owner hereby agrees to make avail- able to the Contractor, for such purpose, without cost to the latter, C. such facilities as water, hose and sprinkler. ►rticle 6 - Assurance of Completion The Contractor shall furnish to the Owner assurance of completion of the work in the form of 100% Performance -Payment Bond (HUD -92452 -CA) � i n the�enal sum of $7,,-TTV,J�64.00 Such assurance of completion shall tun to the Owner and HUD as obligees. ►rticle 7 - Waiver of Lien or Claim The Contractor shall file no mechanic's or materialman's lien or maintain any claim against the Owner's real estate or improve- ments for or on account of any work done, labor performed or materials furnished under this Contract, and shall include in each subcontract a clause which shall impose this requirement on the subcontractor. article 8 - Right of Entry and Interpretation k. HUD, its agents or assigns, at all times during construction, has the right of entry and free access to the project and the right to inspect all work done and materials, equipment and fixtures furnished. installed or stored in and about the project. For such purpose, the Contractorshall furnish suchenclosed working space as HUD may require and find acceptable as to location, size, accommodations and furnishings. formed hereunder without the prior written consent of the Owner and HUD. Upon request by the Owner, or HUD, the Contractor shall disclose the names of all persons with whom it has contracted or will contract with respect to work to be done and materials and equipment to be furnished hereunder. D. The Contractor understands that the work under this contract is to be financed by a capital advance ib be secured by a mortgage and subject to the terns of a Capital Advance Agreement between the Owner and HUD. The Contractor further understands that said Capital Advance Agree- ment provides that in the event of the failure of the Owner to perform its obligations to HUD thereunder, HUD may, as attorney-in-fact for the Owner, undertake the completion of the project in accordance with this Contract. In the event HUD elects not to undertake such comple- tion, the Contractor's obligations under this Contract shall terminate. Article 10 - Certification of Actual Cost A. 3. HUD shall also have the right to interpret the Contract Documents and to determine compliance therewith. H. Article 9 - Assignments, Subcontracts and Termination 4. This Contract shall not be assignable by either party without prior written consent of the other party and HUD, except that the Owner may assign the Contract, or any rights hereunder, to HUD. The "actual cost of construction; ' as used in Article 3 above, shall include all items of cost and expense incurred by the Contractor in the performance of this Contract, including costs and expenses of labor, materials for construction, equipment and fixtures, field engineering, sales taxes, workmen's compensation insurance, social security, public liability insurance, job overhead expenses, and all other expenses directly connected with construction, and including general overhead expenses, but excluding kickbacks, rebate and discounts received in connection with the construction of the project, and excluding any retum on orcostof the Contractor's working capital, such return on or cost of working capital being a part of or to be paid from the Contractor's fee or profit. The Contractor shall keep accurate records of account of the said actual cost of construction, and shall upon demand, make such records and invoices, receipts, subcontracts and other information pertaining to the construction of the project available for inspec- tion by the Owner and HUD. C. With its final application for payment, the Contractor shall furnish R. The Contractor shall not subcontract all of the work to be per- to the Owner a completed "Contractor's Certificate of Actual Cost," which shall be accompanied and supported by an indepen- dent public accountant's certificate as to actual cost (in form acceptable to HUD). D. The Contractor shall include in all subcontracts, equipment leases and purchase orders a provision requiring the subcontractor, equipment lessor or supplier to certify its costs incurred in connection with the project, in the event HUD determines there is an identity of interest between the Owner or the Contractor and any such subcontractor, equipment lessor or supplier. In Witness Whereof, the parties to these presents have executed this contract in six (6) counterparts, each of which shall be deemed an original, in the year and day fist above mentioned. ,�qx p,,,,ner ORWOOD SQUA wtmess tai Jo eph L. Ho berg, Exec ti v0 Vice President WA"X ON XX kx Contractor MCGOUGH CONSTRUCTION CO., INC. Witness BY Title tl—n a .a a (term HUfl-92442A-CA FOR.# NO. 2320 January 1971 I November 24, 1993 EXJIBIT A � f ' ,<, 1% �Of HOUSuGo�eo II DV E l GPMENTT�JEARlIMENT APO URBA FEDERAL HOUSING ADMINISTRATION CONTRACTOR'S and/or MORTGAGOR'S Form Approved ' Budget Bureau Na, 63 -ROBBY Project No. 092-EB008 raw CPST BREAKDOWN Pulldine Identlrlestlen Westminster Corp. (SCH.-,DULES OF VALUFS) _ e or Project Location Norwood Square Housing - Fridley, Minnesota __ . s form #*presents the Contractors and/or Morlgogors firm costs and services as a basis for disbursing dollar amounts when insured advances ,.nuasted. Detailed instructions for completing title form ate included on the reverse side, 0 TRADE ITEM COST TRADE DESCRIPTION 3 Concrete 113,174. Footin s rebar, formwork, slaJ3--m=grade, Inesh 4 Masonry 171•,302_ Foundation walls, facebrick S Metals _ 7.619t._- Stru t a 1.J.r1ck.1inte16.___.__ 6 Rough Carpentry 6 Finish Carpentry_ _ 288,488. 72,535_ All labor & materials for roggb_carpentry All labor & matei iAlsfQ);, finish cagpent 7 waterproofing Sealants 5 480. Dam roofin and ioint sealants 7 Insulation 20.800. Thermal insulation _._•-_•_•-___,_•__�_ Shingles Flashing _&_siding__,__,_-____ Doors hollow metal and all hardware___ Pre—glazed units A u.in�lc� entrant g_6_i11� ion � _..r_. Drywall & spray__ textured ceilings �__ Ceramic � c uarry tile Acoustical_ ceiling at _lst_& 2nd corridors___! Gypsum underlayment_ 7 Roofing 32,604. 7 Sheet Metal 13,809. e Doors 44,193. e Windows _39,829, 6 Gloss R.480. 9 Lath & Plaster —0- —9 9 Drywall 111,300, 9 Tile Work 5.940. 9 Acoustical 2,170. 9 Wood Flooring 14,500. 9 Resilient Flooring 15,370. Sheet vinyl 9 Painting & Decorating 24 404. - interior & exterior 10 Specialties 17,886. _Painting Fire extinguishers, Jguvers.signaee.p .L boxes. Milk. 11 Special Equipment 2,899. 11 Cabinets 39 67. _ Kitchen & commons cabinets, bathroom vanities. 11 Appliances 42.729. Residential appliances 12 Blinds & Shades, Artwork 4,026. Blinds & drapery track 12 Carpets 46,110. CaMting.a 13 Special Construction -0- Trash chute 14 Elevators 15Plumbing & Hot Water^_ 254,768. Domestic water, -fix ures, waste, vent 15 Heat & Ventilation Hydropic heating. make up air IS Au Conditioning 7,800. Commons area air conditioninit 16 Electrical 151,500. Electrical_ Accessary Structures -0- ITOTAL STRUCTURES) 1,724lO89. 2 IEstIh work Site excavation _ 2 ISIto Utilities _ 24.527 Underitround utilities 2 IRoods & Walk. 1 40.742. Site concrete, patio & bituminous -paving 2 Site Improvements 2 Lawns & Pinnlin _Landscap ingplantings & sod 2 JUnwaval Site Condition —0— t TOTAL LAND IMPRVTS. NONRESIDENTIALAND SPECIAL EXTERIOR LAND IMPROVEMENT costa included in trade item breakdown OFFSITE COST( (co#is not included in trade iron, breakdown) ----- TOT. STRUCT. A LAND IMPRVTS. 1 GENERAL REQUIREMENTS•_ 1 1]6,246. DESCRIPTION r EST. COST DESCRIPTION EST. COST SUBTOTAL ILlnes 41 and 42) 1 967 177. ! BUILDER'S OVERH9AD 39,344. BUILDER'S PROFIT 68,543. .SUSTOTAL (LI*as 43 ehroo CSI 2,075,064. Other fees:____.____. ___ SAC 19 500. TOTAL S _ OTNfR FEES - SAC 19,500. DEMOLITION (costa not Included In trade Iter+ bresAdown) BOND PREMIUM _ I TOTAL FOR ALL IMPROVEMlNT .----16.,000.- _ _ _ DESCRIPTION EST, COST =0616 d is re tt p id meas �- TOTAL FOR ALL IMPR4VEMENTi LESS LINE 32 2,110,564. TOTAL �� 19,500. TOTAL S l«tgaga .�IIrW OC ontracter, _ MCGOUGH HA HA .+-'•Cry- :rev,-, V V~ el At F.ralualion ection or Cost Analyst) (Date) Data .. 1- - ice_ - 146rwood Square, Inc. Firdley, Minnesota FHA Project No. 092-EEOOB-WAH EXHIBIT B IDENTIFICATION OF PIANS AND SPECIFICATIONS 1. Project Manual dated September 29,1993. 2. The following plans and drawings: Sheet No. Sheet Name Date T1 Title Sheet 11-23-93 Ai Site Plan 11-23-93 A2 Survey 1-8-93 A3 (Not Used) 104-93 A4 Landscape Plan 10-4-93 A5 Grading/Dralnage Plan 104-93 A6 Utility Plan 10-4-93 A7 First Floor Plan 10-4-93 A8 Second Floor Plan 104-93 A9 Third Floor Plan 10-4-93 A10 Unit Plans 10-4-93 A11 Building Elevations 11-23-93 Al2 (Not Used) 104-93 A13 Sections 10-4-93 A14 Sections 104-93 Si Foundation Plan 9-29-93 S2 Second Floor Framing Plan 9-29-93 S3 Third Floor Framing Plan 9-29-93 S4 Roof Framing Plan 9-29-93 S5 Section Details & Structural Notes 9-29-93 S6 Sections & Details 9-29-93 S7 Truss Outline Elevations & Section Details 9-29-93 M1 Mechanical Symbols & Abbreviations 10-4-93 M2 Underground Plan 10-4-93 M3 First Floor Plan 10-4-93 M4 Second Floor Plan 10-4-93 M5 Third Floor Plan 10-4-93 M6 1/4 Scale Unit & Mechanical Room Plans 104-93 M7 Schedules 10-4-93 E1 Site Plan Not dated E2 First Floor Plan - Power & Communications 10-94-93 E3 Second Floor Plan - Power & Communications 10-04-93 E4 Third Floor Plan - Power & Communications 10-04-93 E5 Electrical Details - One Line Diagram 10-04-93 3. Detail Book dated September 29, 1993. 4. Addendum #1 dated October 18, 1993. 5. Addendum #2 dated October 26, 1993. 6. Addendum #3 dated November 24, 1993. 7. Addendum #4 dated February 1, 1994 (superseded) 8. Addendum #4 dated March 23, 1994. MCG011gl COnstrudon Co., Inc. "The Fourth Generation of Craftsman Builders" 2737 Fairview Avenue North St.Paul, Minnesota 55113-1372 (612) 633-5050 Fax (612) 633-5673 May 16, 1994 Mr. John Palacio City of Fridley 6431 University Ave. NE Fridley, MN 55432 Reference: Norwood Square - Permit Fees Dear Mr. Palacio: There is currently some disagreement between McGough Construction and the City of Fridley regarding the building valuation used to determine the permit fee for the Norwood Square project. Bob Roach has used the state guidelines for square footage cost for elderly construction for his calculations. These guidelines are not consistent with the type of construction and level of finish mandated by HUD for their Section 202: Cost Containment Program. Bob's calculation of $2,357,550.00 is approximately $247,000.00 greater than our actual contract amount for this project. I have enclosed a copy of the contract we will be using for this project. You will note that Article 3 stipulates a maximum cost of $2,110,564.00. As we discussed in our telephone conversation of 5/13/94, I don't think there is a fairer way to evaluate the cost of a structure than the actual construction contract amount. Please review this information and call me so that we may arrive at a final evaluation figure and proceed with the permitting process. All the members of the building team are excited about this long awaited project and look forward to working with you and the rest of the Fridley officials in the upcoming months. Sincerely, McGOUGH CONSTRUCTION CO., INC. DJM/djm Enclosure cc: Doug Mayo - Westminster Corporation An Equal Opportunity, Contractor 1994-05-19 16=20 61256661 58 J. C. JOHNSON C UNS uu 1 rlj i po$t-It- brand fax transmittal memo 7671 of P09e6' T%",. f c,b Fro J. C. JOHNSON CONSULTING ft —., _e �'d. nor C�Je_ _(atsrr G� �' C I V I L E N G I N E E R )7-g7 _I--- - -G6& - May 19, 1994 John Palacio Chief Building Inspector City of Fridley 6431 university Ave. NE Fridley, MN 55432-4383 Dear Mr. Palacio: Re. NORWOOD SQUARE This letter is a follow up to our telephone conversation this morning concerning the sanitary sewer service to the building. Your review comments requesting that the slope of the sanitary sewer be increased from 0.4!k to a 1.0 k minimum grade would require raising the finished floor elevation of the building 1.3 feet and significant alteration of the site grades and drainage. The exioting design provides for an 8 inch PVC sewer at 0.4t which is the standard minimum slope design criteria for the Great Lakes - Upper Mississippi River Board of State Sanitary Engineers. This criteria provides a minimum pipe flow velocity of 2 feet per second. It is estimated that the 51 housing units will generate 90 to 100 gallons of waste flow per unit per day. This flow would occur over a 10 - 14 hour day resulting in an average flow of 5.5 to 9.5 gal/hour with peak flow of 22 to 34 gal/hour. The pipe slope should be adequate to maintain acceptable pipe flow velocity. These flows would be similar to any residential neighborhood at the upper end of the sanitary sewer system. If you have any questions, please contact me. I will expect your call confirming the acceptability of the sewer service as designed. Sincerely yours, ohn C. Joh on P.E. cc! Dan Malecha, Mc Cough Construction Peter Pfister, BKPR 6601 75th Avenue N. Brooklyn 'Park MN 55428 (61 2)566-61 513 wo WF 0 . 23. 94 02 t 62PM *csOA1RMAN a• %xC.a1TlC,6 of •tiG;%II a;NG May A Isar Mr. Douglas Mayo wootminmor CorPOratfon = Kioloff Blvd. West 8t. Poul, MN U1 Qa AM NQfwood Sgwrs Projoat Na 12MOl A ■I Al Q O� /3 T i lit i f P' 0 7 C*r Doug; , We undatstand that ft Cky d mdley rwqu w fcr Waotminotor to "Egad the City Harml*W W arq+ mmftrY sower backups. Wo turther undentnd OW you r*qV" of 90WMM Krog 1'8stsr Rix in 8 MMNM, Ino. and John Johntlan, the olvli onginta ing ccnm pu a that wa fsWrAd on th i project, WHold W"ftIn ter HzmftW aBal»st any varMary m wor backups that i111M comm duo tc our dssigm S omnan Kroos Pffitar Rudln App, Inc. va prwida it "Haid ue clommRmaht to Woonirmor on our dabs wkh the addM+on of a baditw valve► to b4 inoWod In the un" ssv+ror lWo, Our wren and omlsskx* insumna company aruf paiioypurnber Is Am ooiated intomationat tnsum a Company - #AEP451431A any quoltio, pions• coo td ff* lbink yau. 0. AM~. AIA vjws Pfletsr Rudln & Assoc d4* Inco FAO Name; proJ\swh\b\2j o JOB;Ikb B0ARNAAN 222 North Sect KR00S PF15,TE'R. RUDI N & ASSOCIATES $trv�, . �S;rnt�Polis �-asata sSdOi Phuna 61'2.33 3752 • FAX 61 2-339-6212 J, C. JOHNSON WNSULTING C I V I L E N G I N E S 14 May 231 1994 Mr. Douglas Maya Wogtminater Corporation X28 Kellogg 21vd. West St. Paul, MN 55102 Dear Doug: RE; Norwood Square Project No. 1236.01 we understand the City of Fridley's request for Westminster to "Hold the City X&M1e86" for any sanitary sewer backups caused by the design of the sanitary sewer service. We further understand that Weatminater Corporation request of Soarman Kroos Pfister Rudin & Associates, Inc. and John C. Johnson, the Civil Engineering Consultant that Boarman Kroos Pfister Rudin & Aeoovi.ateg, Inc. retained on the project, to "Hold Westminster Harmless" against any sanitary sewer backups that might occur as result of the sanitary sewer service design. J C Johnson Consultanta, Inc. will provide a "Hold Harmless" commitment to Westminster on the sanitary sewer service design with the addition of a backflow valve to be installed in the sanitary sewer line. I self -insure my -design work. If you have any questions, please contact me. Thank you. very truly yours, �C.Po4�� John C, Johnson, P.E. Pr+eeident J C JOHNsoN CONSULTANTS, INC. icaf ck j 8601 75;h Avenue N, Brooklyn Park M'N 55428 (812)688-$1 58 t, 'd Zt,:9i t.,66I'__ ; .4A1-1-1 Aa1 :.ir1.11•,aill _'�n 1.1n11 NORWOOD SQUARB9 ENC - May 23, 1994 Ms, Barbara Dacy Community Development Director City of Fridley 6431 University Avenue N.1'✓, Fridley, MN 55432 Dour Ms. Duey. - I understand that the City of Fridley has requested a letter on behalf of Norwood Square, Inc., regarding the maintenance and repair of the private sewer line servicing Norwood Square on 5th Street. Specifically, the City is requesting that it be "held harmless" from any claims or damages which may occur as a result of sewer backups or maintenance issues pertaining to the sewer line on the property. An eight inch line with a cleanout will service the public sewer system. Norwood Square, Inc., acknowledges that it is responsible for the repair and maintenance of its service line from. the property line to the building. It also acknowledges that the service line has a 0.4% grade based on calculations provided by J.C. Johnson Consulting. It is understood that it is the City's policy that the property owner is responsible for the cost of repair and maintenance of the line should a backup occur. Norwood Square, Inc,, hereby holds the City harmless from any claims or damages which may occur as a result of sewer line backup or problems, This "hold harmless" provision is provided to the City based upon technical advice provided by Boarntan, Dross, Pfister, Rodin & Associates and its civil engineer, J.C. Johnson Consulting (see attached correspondence dated May 23,J 994). in erely, 1)0u81as ayo z "d 9V:9I r661"S delOD 831SNIWiS3N-333 Wi18A SUBJECT PERMIT NO. City of Fridley AT THE TOP OF THE TWINS BUILDING PERMIT i RECEIPT NO. �` ____�_ COMMUNITY DEVELOPMENT DIV. v PROTECTIVE INSPECTION SEC. / �� r I , CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BY 612-571-3450 910-F15 5/20/94 JOB ADDRESS 6200 5 Street NE 1 LEGAL LOT NO. BLOCK TRACTOR ADDITION p1llS vacated streets &Alleys SEE ATTACHED DESCR. 1-16, Bl. & Lots 1- 0, B1. 2, Norwood Addition to Fridley Park SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Westminster 328 Kellogg Blvd, St Paul 55102290-6249 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. McGough Construction Co Inc 2737 Fairview Ave N - 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. BKPR 222 N 2 St, Minneapolis 55401 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Senior Highrise 7 CLASS OF WORK NEW 0 ADDITION O ALTERATION O REPAIR O MOVE O REMOVE 8 DESCRIBE WORK Construct a 220' x 58' 51 Unit Senior Apartment Building 9 CHANGE OF USE FROM TO STIPULATIONS See notations on plan. Submit pond agreement. Submit $60,000 performance bond. See permit plan review comments dated 4/11/94. Paid $750.00 Park Fee and $450.00 Erosion Control Fee. WARNING Before digging call for all utility locations 454-0002 REQUIRED BY LAW TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. ZONING SQ. FT. CU. FT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION STALLS GARAGES VALUATION SURTAX Fire SC AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $2S110,564.00 $ 933.17 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT PERMIT FEE SAC CHARGE DOES NO SUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROV NS O ANY OTHER STATE OR LOCAL LAW REGULATING CON- $5,761.50 $20, 800.00 STFtUCTION O THE PERFORMA OF STRUCTION. PLAN CHECK FEE TOTAL FEE '5/cw $3,744.98 .$33,350.21 + P IGNATURE OF CONTRACTO ORAUTHO IZED AGE DATEI IPERLY VALIDATED THIS IS YOUR PERMIT( i r l BLDG GATE SIGNATURE OF OWNER0F OWNERS ILDERI IDAI NORWOOD SQUARE, INC. May 23, 1994 Ms. Barbara Dacy Community Development Director City of Fridley 6431 University Avenue N.E. Fridley, MN 55432 Dear Ms. Dacy: I understand that the City of Fridley has requested a letter on behalf of Norwood Square, Inc., regarding the maintenance and repair of the private sewer line servicing Norwood Square on 5th Street. Specifically, the City is requesting that it be "held harmless" from any claims or damages which may occur as a result of sewer backups or maintenance issues pertaining to the sewer line on the property. An eight inch line with a cleanout will service the public sewer system. Norwood Square, Inc., acknowledges that it is responsible for the repair and maintenance of its service line from the property line to the building. It also acknowledges that the service line has a 0.4% grade based on calculations provided by J.C. Johnson Consulting. It is understood that it is the City's policy that the property owner is responsible for the cost of repair and maintenance of the line should a backup occur. Norwood Square, Inc., hereby holds the City harmless from any claims or damages which may occur as a result of sewer line backup or problems. This "hold harmless" provision is provided to the City based upon technical advice provided by Boarman, Kross, Pfister, Rodin & Associates and its civil engineer, J.C. Johnson Consulting (see attached correspondence dated May 23. 1994). touinerely,glas ayo cc: William Cosgriff Dan Malecha Peter Pfister 05- 23- 94 02 : 52PM *ABOARMAN & ABSOCIATES i ACNIQ i B K P R IRc,11TEC-L RE NTERKOR DE3IG% 0\GiNE?R:1G May 23,1994 Mr. Douglas Mayo Wemninster Corpomtton 1 328 Kellogg Blvd. West { St. Paul, MN 56142 RE: Norwood $quare Project No,12UC1 P 0 1 We understand that the City of Fridley request for Weatrnlnster to "Hod the City Harmless' for any ealnitary sewer bacicup�s. � We further undere nd that you request of Boamnen Krm Pfister R In & Asaoolates, Inc. and John Johnson, the oM engineering cora tard that we retained project, to 'Hold Weoninster Harmless" agairet any sanitary sewer bacicups that mig oocur due to our design. 9amw Kraas Pfister Rudin & Antes, inc, wail p vAde a $Hold eW commitment to Weemb*er on our design with Me addition of a back low WWO to 139 InsWed In the sankW aw Ione. Our errors and W*Wom hmn'm company and policy numbOr Is AMacWed International tnsuW" Company+- #AEP481-131A. if wAhM any questions, please MUM ma Thank you. 0. Boammn, AIA Kroos Pfister Rudln & Associates, Inc. Flo Name: pmf\swh\b\2-" JOB:Ikb 80ARMAN K R 0 0 S PFISTER RUDIN & ASS0.CIATE 222 North Second Street a Nlinneapolis Wn-mta 53401 • Phune 612-33P-3752 a Fax 612-339-6212 J. C. JOHNSON CONSULTING CIVIL ENGINEER May 23, 1994 Mr. Douglas Mayo Westminster Corporation 328 Kellogg Blvd. West St. Paul, MN 55102 Dear Doug: RE: Norwood Square Project No. 123$.01 We understand the City of Fridley's request for Westminster to 'tHold the City Harmless" for any sanitary sewer backups caused by the design of the sanitary sewer service. We further understand that Westminster Corporation request of Boarman Kroos Pfister Rudin & Associates, Inc. and John C. Johnson, the Civil Engineering Consultant that Boarman Kroos Pfister Rudin & Associates, Inc. retained on the project, to "Hold Westminster Harmless" against any sanitary sewer backups that might occur as result of the sanitary sewer service design. J C Johnson Consultants, Inc. will provide a "Hold Harmless" commitment to Westminster on the sanitary sewer service design with the addition of a backflow valve to be installed in the sanitary sewer line. I self -insure my design work. If you have any questions, please contact me. Thank you. very truly yours, 0- . ►john C. Johnson, P.E. President J C JOHNSON CONSULTANTS, INC. JCJ/ckj 6601 75th Avenue N. Brooklyn Park MN 55428 (612)566.61 513 Cllr OF FRIDLEY FRIDLEY MUNICIPAL CENTER • 0431 UNIVERSITY AVE. N.F,. FRIDLEY. MN 5543' • (612) 571-3450 • FAX ,61 1) 571-12fi7 May 24, 1994 Mr. Dan Malecha McGough Construction Inc 2737 Fairview Avenue N St Paul, MN 55113-1372 Re: Norwood Square Housing, 6200 5 Street NE, Fridley Dear Mr. Malecha: This letter is a follow-up to - our conversation this afternoon concerning the permit issued #22550 with stipulations. These stipulations have all been addressed through a plan review process. If I can be of further service to you, please do not hesitate to call me at 572-3602. Sincerely, � _ JON PALACIO Chief Building Official JP/mh I 1�6s 1 612 291 1003 .FROM CCC-WESTPIINSTER. CORP Wesh"Irra w Corporeallon heard of Mneners Ilan' Ma(laren.a .1•.I111n. [51 flim Bmmn' Dr. Wil0arh Carr Albert C•nliattni. Clair' cdwatd Dtiuull' hm•ph. Crrigd ltobvrt dacrtnei Rev. Hugh Mlmnre Anne IIoegawd' CalcuMv Ilirkc Connie Knight lino lld VralNhngcr Marina Munoz L.•an Diana Markfort Rev. Kevin 1kDonough loSephine Rev.-d-Trylor` Lucy Rogero Alter Rmilh Prank $nowden John Steger - Henry Yetawr wtlllaln Cossriff. Of cos nXI 'i4ccutivc Commiel— Wofftwnstor aeeddent Services Capor�alien . Joseph rrrign Beverly Hawkins Rr>d )ohnson Barham Uhnume Richard McCarthy Ida S(innek Patrir.•la «rildcr w•ftmtnstor Man merit owl 1nvApC�hfEn-lAu Ellen Hlgliinc John Hnmer 4.12.1 94 15:16 �MIN�'ER C C1 I' O Ft A 1 C) April 12, 1994 Ms. Barbara Dacy • City of Fridley 6431 L r iversity Avenue N.E. -Fridley. KN 55432 Re: Norwood Square, Inc. Dear $8rbam: . Last week we received IlMs firm commitment for financing for the Norwood Square development and are now pts Wing documents,for• loan closing. There are two items that we need to obtain from the City of Fridley. These are: i . A letter from the City of Fridley stai<ing the site's current zoning requirements and that the project is in compliance with these requirements. 2. A separate letter stating that adequate wdter and sewer services are available totNorwood Square. P. Plewe send these letters directly to me as soon as possible. If you have any questions about preparing these letters, please do not hesitate to call me. Thank ydit very much for your helps ' enrely,1 3y'O r Direcuti of Housing Development ti 328 Kellogg Boulev,rd lVest • Sl. Paul. Minnesota • 55102-1900 phone (612) 291-1750 • felt (612) 291-1003 r +i £Qdaf tyPl..nunur•.41T nnatwAQloet Organa soon a Ct7YOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY. MN 55432 • (612) 571-3450 • FAX (612) 571-1287 May 26, 1994 Mr. J. C. Johnson J. C. Johnson Consultants, Inc. 6601 75th Ave North Brooklyn Park MN 55428-1429 Subject: Revised Storm Sewer Plan for Norwood Square Dear Mr. Johnson: PW94-107 The revised storm sewer plan, as detailed in your fax dated May 20, 1994, is acceptable as shown. Please submit three copies of the revised plan for our files. Sincerely, Scott Erickson Assistant Public Works Director SE:cz 1394-05-20 12 3r r 1 r 6 15 ,' J. u[- � O1 a j J C JOHNSON CONSULTANTS, INC. C 6601 - 75th Ave. N. J Brooklyn Park, MN 55428-1429 Telephone: (612) 566-6158 Fant: (612) 566.4374 TELECOPIER TRANSMITi'AL COVER SHEET DATE: .,Sr7o%¢................ PROJECT NO.: ...... °i:. �Z °........., ,.,............. PROJECT NAME: Nagwov 7 _ .. S �� uA ! ............ PLEASE DELIVER THE FOLLOWING PAGE(S) TO: NAME: ... .................. FAX NO. ...�.......1.'� 7. , . :.Law.t .......I ................ MEMO: ..................................................................I....................... ................ .............' ..........:......... ......... .... ....... ........................... ... ....,.......:............:................................................................................ .................................................................................................................... ................................................................................................................... .........................................................................................................1...... ................................................................................................................... ........................................................................................I........................... LIST OF ENCLOSURES: DOCUMENT DATE SIZE AND DESCRIPTION .......................! ...... .................................I......`.......1 : �1. ' ..., Tq M ,5;dwrlsZ.. ............. ................................................��?... `r...d�..,a?:.sr............................. ....................................................................................................... I............ .................................................................................................................... THIS TELECOPY IS BEING SENT BY: ... ...... ... .... ......... • • • • • . • • . • . IF YOU DO NOT CEIVE ...3..... PAGE ), INCLUA COVER SHEET, PLEASE CALL ..... ............. AT (612) 566-6�5$. 6125666158 1994-05-20 12:37 6125666158 J.C.JOHNSON CONS 002 P02 TREATED LUMBER PLUXS W MINIMUM Tmcarss) AhM-SCEP COLI M LEVEL PRODUCED—\ -MEATED LUMBER POSM rPo�q a AAI$rAU EVEffr % 4" (MI11.1 OVEALAP OF FLOW 177 i"A N =7-KiSo 'FABRIC INTO VN0fSTVfiBCD S . 0k. FABRIC. -I SECTION NOT TO SCALE ExTemo INTD 0WREVATE A JllMlkU.M Of 4'BELOWINVERT 4" TO it/.,' NA FIL AOrRiFf'ATE I—INSTALL ENDS OF WEIR A MINI MUM OF 2 FEET INTO BANK DIRE"CrIYON OF FLOW 00 -LET PIPE PLACE InTO 1!12"DIA FILTER AGGREGATE foxcludIng 11mWone) J"OR -"SQUARE POST Z, Ulm. PLAN VIEW NOT TO SCALE .-1 -.Uui.,i _ .. ,1994-05-20 12:37 612566 15c J. C. JOHNSON CONS t- �y 1A N b7 A .n w ,8612OE I yr I � a L -- t Gr.% W r ISI oto i Qat o P, m S S1.1 1S r d . i— STIVIS 91 N � h r l� ~ a 4. y u a' �140.4 LLJ.j-1_LL Will r N 1 � mm �y 1A w Xt' I yr I � a t �1 3 00 P03 . 1954-05-20 13:14 6125666158 J. tom. JOHNSON CONS UU4 ru i J J C JOHNSON CONSULTANTS, INC. C 6601 - 75th Ave. N. Brooklyn Park, MN $5428-1429 Telephone: (612) 566-6158 Fax: (612) 566.4374 TELECOPIER TRANSMITTAL COVER SHEET DATE: ..�;.2v %.................... PROJECT NO.: ....... 12 v ........................... PROJECT NAME: ..1�e�1N!......... QuA/t�............ PLEASE DELIVER THE FOLLOWING PAGE(S) TO: NAME: 5 .orit ..... 'i4� 1[5;a��!.................. FAX NO. ...S""�....'8 ..... f' �...0.4W..r:......................... MEMO: FAlvf o&y' Ari .................................................................................................................... ' o ..1. :: : - .............. ........... ... . ............ r.............................. ......... ........................................ ................................................................................................................... .................................................................................................................... LIST OF ENCLOSURES: DOCUMENT DATESim] m�iIPT�ON ---- � 28 .j°? ¢- ............... �! : x �� 7 7 : 7 7 . + f,�+ !RSP.... 4F.r .. i4r!! ................ . 5 .................. "--...,11....... ��5 1?...:Srol�! ..��.;Bru!#�t..� .c-' '�! .......... 777 ,7 ..................................7 ....................... ...... .................................................................................................................... ......................................................... .. .... ............................ 7777. ... ........... TRIS TELECOPY IS BEING SENT BY: . �- ,.,. ............. ........7777................... IF YOU DO NOT CEIVE ...�wO PAGE ), INCLUD COVER SHEET, PLEASE CALL ..... : 111me............ AT (612) $66-6158. 6125666158 • 1994-05-20 13:15 E125EEe158 J. C. JOHNSON CONS 004 P02 I.I Al I waav -s"t_L ba kzcw4op em TR1tAT>3P. ' w�ti.l�t�1y Z.iter,- �arsT� p.IOT - Pi Pp TOP VIEW Top — Pips t l 1 I --i------- --- �� — C !I SVIL 0 WAhNILD ..V- i �^ 1 -. a M•4 _---- SECTION MA,j V C 5r,:r,.t VoLOG orf o.,!57 FF5 IlA i �-� a as A = 3 M'-f!/0.SFP,.5 BAFFLED WEIR o y 1 PI.Art 1 Llm iMgi7 MufaBER Of smm CIlYOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY. MN 55432 • (612) 571-3450 • FAX (612) 571-1287 September 26, 1994 Mr. Mark Brown, Superintendent McGough Construction Inc 2737 Fairview Avenue N St Paul, MIZ 55113-1372 Re: Workmanship/Fire & Draftstops at Norwood Square Senior 51 Unit, 6200 5 Street NE, Fridley Dear Mr. Brown: This letter is long overdue, however the work that has been completed and the continual process of construction on the above project has been outstanding. The commitment that McGough Construction and their associates, architects and subcontractors have, has once again proven that a project undertaken by them can be built to meet the needs of the people. During the process of construction, the continual watchful eye by everyone, be it trade contractors or suppliers, has jointly completed fire and draftstopping at the ceiling, wall and floor levels by using products approved in their assemblies and installed to meet U.L. #528. We look forward to working with you and the rest of the "crew" Sincerely, Lc� oalz�- PA O Chief Building Official JP/mh CC: Boarman Kroos Pfister Rudin & Associates CITY OF FRIDLEY INSPECTION DIV. 6431 University Ave NE Fridley, MN 55432 572-3604 Effective On January 1, 1993 APPLICATION FOR PLUMBING AND GAS FITTING PERMIT MARK NUMBER OF FIXTURES TO BE INSTALLED ON EACH FLOOR �/� NORWOOD SQUARE HOUSING PLUMBING FIXTURE RATES: NO. RATE TOTAL JOB ADDRESS 6200 5th Street NE New Fixtures $ 7.00 15A The undersigned hereby makes application for a permit for the work herein Old Opening, New Fixture $ 4.00 specified agreeing to do all work in strict accordance with the city codes Beer Dispenser $ 5.00 and rulings of the Building Division, and hereby declares that all the facts Blow Off Basin $ 7.00 and representations stated in this application are true and correct. Catch Basin $ 7.00 Rain Water Leader $ 7.00 6/14/94 , 199,E Sump/Receiving Tank $ 7.00 Water Treating Appliance $10.00 Owner WESTMINSTER CORPORATION Water Heater —Electric $ 7.00 328 Kellogg Boulevard West Water Heater — Gas $10.00 Building USed-As aBEB MN 55102 Gas Range $10.00 Gas Dryer $10.00 Estimated Cost PERMIT NO. /1/6.19 Back Flow Preventer Required T)fYes () No Type RPZ 2 $5.00 C ® PLUMBINGCOMPANY NORTHLAND MECHANICAL CONTRACTORS Reinspection Fee $30.00 SIGNED BY TEL N0. 544-5100 ALL OTHERS AND/OR REPAIRS AND ALTERATIONS _ 1 % of Value of Fixture or Appliance C�,� .� Approved By Rough—In Date Final Date` State Surcharge $ .50 77 MINIMUM FEE FOR ANY PLUMBING/GAS PERMIT IS $15.00 TOTAL FEE $ I4?AO%�7 PLUS THE $.50 STATE SURCHARGE CITY OF FRIDLEY INSPECTION DIV. 6431 University Ave NE Fridley, MN 55432 572-3604 RATE SCHEDULE Residential APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES Furnace Shell and Duct Work, Burner - Aiso Replacement Furnace (Side Vent -- Fill Out Back) Gas Piping (Needed with new furnace) Gas Range Gas Dryer *Air Conditioning — All Sizes All Others/Repairs & Alterations (LIST ON BACK) 1% of Value of Appliance or Work Commercial/industrial Effective On January 1, 1993 JOB ADDRESS 6c:�: C' C �1 ';�J _ / V I E The undersigned hereby makes application for a permit for the work herein Rate TOTAL specified agreeing to do all work in strict accordance with the City Codes and rulings of the Building Division, and hereby declares that all the facts and $ 20.00 $ representations stated in this application are true and correct. lcJP4 $ 10.00 OWNER $ 10.00 $ BUILDING USED AS $ 10.00 $ ESTIMATED COST _ �' ��_ G� PERMIT NO. $ 10.00 $ DESCRIPTION OF FU!3NACE AND OR BURNER 1% of Value of Appliance or Work 0�C" CIC, I State Surcharge TOTAL FEE v` 0,00 MINIMUM FEE FOR ANY HEATING/COOLINGNENTILATION REFRIGERATIONIAIR CONDITIONING PERMIT IS $15.00 PLUS THE $.50 STATE SURCHARGE REINSPECTION FEE $30.00 *Air Conditioners can not be placed in a side yard without written permission from adjoining property owner. No. of Heating Units Circle One (Steam) . Hot Water (Warm Air) Trade Name ��z�i� Size No. T to o G BTU / Q (_) HP EDR Fue Total Connected Load Burner Trade Name Size No. BTU HP EDR HEATING COMPANY uZ/_ _J �-� Signed By��U4�Tel �y�% J G 0 Approved 134y Rough—in Date Final DateVA � FILL OUT BACK SIDE FOR STACK VERIFICATION 'ON REPLACEMENT FURNACE It NOTE: #1 through #8 required when using a side vent furnace. CHIMNEY AND STACK VERIFICATION The undersigned hereby verities that the existing chimney or stack: 1. Has been carefully examined Yes () No ( ) 2. Is free from rust or deterioration 3. Has no foreign objects lodged within 4. Is securely supported 5. Meets all current Code requirements for size and total BTU's. connected b Has total heating BTU's of All other BTU's TOTAL BTU's 7. Has a liner been provided for water heater 8. Has combustion air been provided for water heater Remarks: HEATING CO: Signed By: Date: Yes () No ( ) Yes No Yes () No (. ) Yes. ( ) No ( ) Yes () No ( ) Yes No E� NORTHLAND MECHANICAL CONTRACTORS, INC. 2900 Nevada Avenue North NEW HOPE, MN 55427 (612) 5445100 FAX (612) 544-5764 TO City of Fridley 6431 University Ave. N.E. Fridley, NIN 55432 WE ARE SENDING YOU Attached ❑ Under separate cover via ❑ Shop drawings ❑ Prints ❑ Plans ❑ Copy of letter ❑ Change order ❑ LUETTIEn W TA6/94 JOB NO. ATTENTION Inspections Dept. RE: Norwood Square the following items: ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION 2 Heating Test Record THESE ARE TRANSMITTED as checked below: ❑ For approval A For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS rnPY Tn ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit ❑ Submit _ ❑ Return _ —copies for approval _ copies for distribution corrected prints 19 ❑ PRINTS RETURNED AFTER LOAN TO US RECYCLED PAPER: el R1CYlard Tleva Contents: 40% Pro -Consumer SIGNED: H enclosures are not as noted, kindly notify us at once. HEATING TEST RECORD ADDRESS 6200 - 5th Street N.E. CITY JLZr i A 14, 1 OWNER I` C TYPE OF HEAT: Gk FA HWS_ STEAM SPACE HTR VNIT HTR OTHER GAS DESIGN MAKE 4\ I a j)� �V w',j Model C? G 3?$7 Serial 4,?02 INPUT 000 v Test Tag Lighting Inst Pressure �.�' �0 da: Percent CO2 Date Tested }I�f Input CFH Percent 02. Company 'Testing ,¢, fA al Stack Temp'" Percent CO Q Name of Testers HEATING TEST RECORD ADDRESS 6200 - 5th Street N.E. CITY 'rsdC� OWNER V— o► � TYPE OF HEAT: GA FA HWL�—, STEAM SPACE STR UNIT HTR OTHER GAS DESIGN MAKE �7- d� Modell A� Serial tooj 5-77 INPUT Test Tag. Lighting Inst Percent CO2 Date Tested, Pressure Input CFH �'i Percent 02 ® Company Testing �r Stack' Temp ® 630 Percent CO C? Name of Tester Le L a' HEATING TEST RECORD ADDRESS 6200 — 5th Street N.E. CITY l' L1 OWNER - TYPE OF HEAT: &A FA HW )(_ STEAM SPACE HTR UNIT HTR OTHER GAS DESIGN MAKE la n 4-- i:; ,i4i Model 37-11, Serial m INPUT -75" 600 Test_Tag Lighting Inst Pressure e° A.) Pendent CO2 Date Tested Input CFH Percent 02 Company 'Testing�, Percent CO 0_- Name of Tester ��J 0� Stack Temp ��, �---=� ADDRESS HEATING TEST RECORD 6200 — 5th Street N.E. CITYOWNER fA),aro. sus f 1 -�5 �^z TYPE OF HEAT: A FA HW V, STEAM SPACE STR UNIT HTR OTHER GAS DESIGN MAKE �� V—,L42 ModerCC Serial "'Ins INPUT Test Tag. Lighting Inst Pressure ,. ' ems Percent CO2 '?. Date Tested If_ 50-_ Input CFH ?��' _ Percent 02 Company Testing a,it,,ia�ll7eck Stack Temp Percent CO _(Z___,_ Name of Tester c� 0 FRIDLEY FRIDLEY MUNICIPAL CENTER - 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 - (612) 571-3450 - FAX (612) 571-1287 May 19, 1997 St. Paul Fire & Marine Insurance Company 385 Washington Street St. Paul, MN 55102 To Whom It May Concern: McGough Construction for Westminster has completed the outdoor improvements at 6200 - 5t' Street N.E., Fridley, Minnesota, to the City's satisfaction. The City releases Bond #400JG6566 in the amount of $60,000 effective May 16, 1997. Enclosed is the original bond for your files. If you have any questions or concerns regarding this issue, please contact me at 572- 3593. Sincerely, Michele McPherson Planning Assistant MIS cc: McGough Construction 2737 Fairview Avenue St. Paul, MN 55113 C-97-77 7h®'Pdll� ST. PAUL FIRE AND MARINE INSURANCE COMPANY 385 Washington Street, St. Paul, Minnesota 55102 CERTIFIED For verification of the authenticity of this Power of Attorney, you may telephone toll free 1-800421-3880 and ask for COPY NO , the Power of Attorney Clerk. Please refer to the Certificate of Authority No and the named individual(s). ;GENERALTOW ATTORNEY CERTIFIED COPY 1 ,iOriglnalor aleatT omeOffi, `iofCompany(i&eCeit�fication) ? Brit, s�,i� ANO �i� THE$E PRESENTS Chat $t: Pani d Marine Imstu�uo � a or and �xrstingi t: j�'af / ,c! , officei ith City'a � 1 , „1 1 7 , + : a j )', '!}1► ) � f jj t'I i"I I, I� ill �,f i. j, � l — ��( X11 ! I ��yyI r� I t '� r { r'��1��))��)) 1� . �'�:i11�4,1,, �11�,;4;{ •� �i�, ,i �,,;i, , I' ,fit { r �f�i~, 1i1,i,(I,{.ir,ie �,''�1�: +(�,1;, i.,11 R. J. Larsep, D. R. Dougherty, Jack.Cedarleaf II, E. Lame, Christine M. Kurt C. Imidblad, C. A. Roush, individually, St. Paul, Minnesota CERTIFICATE OF AUTHORITY NO. q i its true and w�i►l att4 y(s)( ir4 fact to execute, seal. aud.deGver,fo end on its ,behalf.as, surety, any and all; bonds, and undertakipgs, •repogn iridemility�i dh t? ings bbligatory ri;the nature thereof, rvvliicii are or may, be'aliov�oH,`rr ji[ired ot'Permitted by law, statute, rile{ r"e 4 1Y!`,�� otherwise. NOT TO EXCEED IN PENALTY THE SLIK CIF TWENTY-FIVE MaLICN DOLLARS ($25,000,000)EACH and the;execptioniQf a4,such instrument(s) in puisuance;of these pre;6misball belasibindjh, g**popsaid St Paul Fire and Marine InsuranceCorelpaa�,l a3 fitUy) 'd}jl amply, to all intents and purposes, as if the same had been duly executed and acknowledged by,16 regularly elected officers at its principal office This Power of Attorney is executed, and may be certified to and may be revoked, pursuant to and by authority of Article V, -Section 6(C), of the By -Laws adopted by the Shareholders of ST. PAUL FIRE AND MARINE INSURANCE COMPANY at a meeting called and held on the 28th day of April, 1978, of which the following is a true transcript of said Section 6 (C): "The President or any Vice President, Assistant Vice President, ;Secretary or Service Center General Manager shall have power and authority r'' (1) To appoint Attorneys -in -fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and (2) To appoint special Attorneys -in -fact, who are hereby authorized to certify to copies of any power-of-attorney issued in pursuanpe qf; phis section,', and/orany of the By -Laws of the Company, and (3) To remove, at any time, any such Attorney -in -factor Special Attorney-in-fact and revoke the authority given him." Further, thisPowerof Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meetingduly called Arno' o held on the 5th day of May, 1959, of which the following is a true excerpt: "Now therefore the signatures of'such officers and the seal of the Compal f „ etartdl any sµch power of attorney or certificate• beartp$ such faa 10}s pow , ex"ted and certified by facsimile'sigri' ' " and favi �o s` glil�`i111�1'hi<t11,1 h4!�}1lfrl,;1��}ll��llll�i)Illrl'jl may be affixed to 1,1 1 TIMONY WIREOI T havi ;enmto set my`hertdl 'del r i day arid,year first above written ; ny such power of attorney or any certificate relating rsimile seal shall be valid and binding. upon.*f:?.x id and binding upon the Company in fyture, Official. Seal rat the townsl rup,of l ,i LINDA SMEgIi S, Notary Public, Middlesex, NJ. My Commission Expires December 16, 1996 CERTIFICATION I, the, undersigned officer of St. Paul Fire and Marine Insurance Company, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the By -Laws of said Company as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OFSAH) COMPANY, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. INTESTIMONY WHEREOF, I have hereunto set my hand this 'ys`RANCE c° 17th day of May ; 19 94 ROY F. SEYMOUR. Asst. Secretary Only a certified copy of Power of Attorney bearing the Certificate of Authority No. printed in red on the upper right comer is binding. Photocopies, carbon copies or other reproductions of this document are invalid and not binding upon the Company. ANY INSTRUMENT ISSUED IN EXCESS OF THE PENALTY AMOUNT STATED ABOVE IS, TOTALLY VOID AND WITHOUT ANY VALIDITY. 29550 Rev. 5-92 Printed in U.S.A. AUMP Form 1005 Acknowledgment by Corporation or Association. (Revised 1937) State of _ County of to me Perso Minnesota Ramsey r known, who, Miller -Davis Legal Forms On this 17th Of May 19_9 _ before me apeared d by me duly sworn, did say the he s the of McGou"b Construction Co Inc a corporation, NO SEAL (it no seal, so state, and strike out above as to corporate seal) and that said instrument was executed in behalf of said torpor ion by authority of its Board of Directors ; and that said acknowledged said instrument to be the free act and deed of said corporation. NotaryPublic_ My commission J*orm No. 1636—Bor4 of Public Contractor (Rev, &28.81) KNOW ALL BY THESE PRESENTS, That we, Miller -Davis Co., Minneapolis Bond No. 400 JG 6566 McGOUGH CONSTRUCTION CO., INC., ST. PAUL, MINNESOTA as principal_ and ST. PAUL FIRE AND MARINE INSURANCE COMPANY, ST. PAUL, MINNESOTA as sureties, hereby acknowledge and recognize ourselves held and firmly bound to CITY OF FRIDLEY, MN , State of Minnesota, obligee, in the sum of SIXTY THOUSAND AND N0/100 -----------------($60,000.00) Dollars, lawful money of the United States to be paid to said obligee for its use and the use of all persons and corporations doing work or furnishing skill, tools, machinery, materials, insurance, equipment or supplies for any camp maintained for the keeping of persons and animals engaged under, or for the purpose of, the contract hereinafter referred to and described, their heirs, legal representatives, successors and assigns, for which payment well and truly to be made we bind ourselves, our respective heirs and legal representatives, jointly and severally, firmly by these presents: THE CONDITIONS OF THIS OBLIGATION ARE SUCH; That whereas said principal_.. ha I entered into a contract with said obligee for SITE IMPROVEMENT BOND FOR NORWOOD SQUARE HOUSING PROJECT LOCATED AT 6100xx FIFTH ST., FRIDLEY, MN INDIVIDUAL ACKNOWLEDGMENT State of Minnesota, County of On this day of personallyappeared If. , 19_, before me to me known to be the person_ described in and who executed the foregoing bond, and acknowledged that —he_ executed the same as free act and deed. Subscribed and sworn to before me this day of 1 9r SIGNATURE. OF NOTARY PUBLIC OR OTHER OFFICIAL JUSTIFICATION FOR PERSONAL SURETIES County of being duly sworn, on oath each for self says; that —he is a resident and freeholder of the State of Minnesota; that —he justifies on the foregoing bond in the sum below set opposite h_ name; that —.he is worth said sum above h—debtsand liabilities and exclusive of h—property exempt from execution to - wit: Said in the sum of Dollars Said in the sum Subscribed and sworn to before me this day of , lg_, SIGNATURE OF NOTARY PUBLIC OR OTHER OFFICIAL ACKNOWLEDGMENT OF CORPORATE SURETY Dollars State of Minnesota l ff On this 17th day of May , lg 94 County of Ramsey j before me appeared D. R. Dougherty to me personally known, who, being by me duly sworn, did say that _he is the. r. Attorney-in-fact of - St. Paul Fire and Marine Insurance Company , a corporation, that the seal affixed to the foregoing instrument is the corporate seal of said corporation, and that said instrument was executed in behalf of said corporation by authority of its Board of Directors ; and that said D. R. Dougherty acknowledged said instrument to be the free act and deed of said corporation. CHR1811NE M, HANSEN i� NOTARY 0!191.10 • NOTA RAMSEY OOUNTY k AyCa m �llp, $-to* Subscribed and sworn to before me this 17th day of May , 19_24, SIGNATURE OF NOTARY PUBuc, OR OTHER OFFICIAL 4 O ° >' U O � U W O o 4-4 E - z CIlYOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSrrY AVE. N.E. FRIDLEY, MN 55432 • (612) 571-3450 • FAX (612) 571-1287 October 4, 1998 Ms. Deanna Lara Norwood Square Inc. 328 W Kellogg Blvd St Paul, MN 55102 RE: Maintenance and Testing Records For Reduced Backflow Preventers at 6200 5 Street NE, Fridley, MN Dear Ms. Lara: The Minnesota Department of Health has mandated that the City of Fridley implement a program of maintenance records for all reduced backflow preventers. Backflow preventers are very important since they prevent contaminated water from entering the potable water supply. The Minnesota Plumbing Code in Section 4715.2161 states that all reduced backflow preventers must be tested each year and overhauled every five years by a plumbing company certified for backflow prevention service. We have not received the annual testing reports on the backflow prevention device for the boiler at the above location. It is very important that backflow preventers are checked annually to insure that the potable water remains safe for everyone. Because the annual testing requirement is mandated by the State Plumbing Code, failure to comply could result in legal action. Please forward to us copies of all of the annual testing reports and/or rebuilding reports completed for your location. Your prompt response in this matter would be greatly appreciated. Thank you for your cooperation. Sincerely, RON JULKS Building 0 lcial RJ/mh CITY OF FRIDLEY INSPECTION DIV. 6431_Urtiiiersity Ave NE Fridley, MN 55432 572-3604 Effective On January 1, 1993 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES JOB ADDRESS "' S � ��- a_+ N Residential Furnace Shell and Duct Work, Burner — Also Replacement Furnace Gas Piping (Needed with new furnace) Gas Range Gas Dryer *Air Conditioning — All Sizes All Others/Repairs & Alterations (LIST ON BACK) 1% of Value of Appliance or Work Commercial/industrial 1% of Value of Appliance or Work Rate $ 20.00 $ 10.00 $ 10.00 $ 10.00 $10.00 State Surcharge TOTAL FEE The undersigned hereby makes application for a permit for the work herein TOTAL specified agreeing to do all work in strict accordance with the City Codes and rulings of the Building Division, and hereby declares that all the facts and $ representations stated in this application are true and correc . $ � I OWNER ® (�, S r CkV'L •tom 6`As i 0 BUILDING USED AS Y b U t V a S ESTIMATED COST PERMIT NO. DESCRIPT14N OF FURNACE AND OR BURNER $ No. of Heating Units Circle One (Steam) (Hot Water) (Warm Air) Trade Name Size No. BTU HP EDR $ -3o . E o Fuel Total Connected Load $ .50 Burner Trade Name Size No. BTU HP EDR S® ,00 MINIMUM FEE FOR ANY HEATING/COOLINGNENTILATION REFRIGERATION/AIR CONDITIONING PERMIT IS 115.00 PLUS THE $.50 STATE SURCHARGE REINSPECTION FEE $30.00 *Air Conditioners can not be placed in a side yard without written permission from adjoining property owner. HEATING COMPANY_ KG M A k K_ INC. Signed B ALO Tel No. 1cl ®� Approved By Rough—In Date Final Date /J FILL OUT BACK SIDE FOR STACK VERIFICATION ON REPLACEMENT FURNACE CHIMNEY AND STACK VERIFICATION The undersigned hereby verifies that the existing chimney or stack: 1. Has been carefully examined Yes ( ) No ( ) 2. Is free from rust or deterioration Yes ( j No ( ) 3. Has no foreign objects lodged within Yes ( ) No ( ) 4. Is securely supported Yes ( ) No ( ) S. Meets all current Code requirements for size and total BTU's connected Yes ( ) No ( ) 6. Has total heating BTU's of All other BTU's TOTAL BTU's Remarks List Alterations Being Done: HEATING COMPANY Signed By Date 4 7 5, Ilk OW17 5 1Z Building $ BUILDING Plan Review Permit No.sj_7-3 Inspections Fire Surcharge COMMERCIALANDUSTRIAL .001 times the total job valuation Received By: 763-572-3604 .0005 x Permit Valuation Minimum $.50 CITY OF FRIDLEY $ Date RgMa MAY 8 200 763-502-4977 FAX $ $450 Conservation Plan Review Park Fee $ Fee Determined by Engineering EFFECTIVE I -I-09 $ Agreement necessary ( ) Non Necessary ( ) DATE S'• 9-0? YOUR E-MAIL ADDRESS %�t?RY�90t/AN�:0�GPtAAK1c3 • Coo" SITE ADDRESS U00 -50.55r NLS TENANT CO*AO&( $6op Suite No. PROPERTY OWNER NAME: G KA_ oK 3owa &NAVar hat ADDRESS: Par 4-aab& 84yp wCITY S! A''� STATEN_KLIP_$Sld I— PHONE: G SI r of rl I - Ino ARCHITECT NAME: ADDRESS: CITY STATE ZIP CONTRACTOR NAME:ADI/4t0X- a*/..4W tsS //JC - * NOTE: CITY LICENSE REQUIRED ADDRESS: 600 C. "W -C A(M CITY 10 STATIR M ZIP 'r5'`/3 i - PHONE: t76,'S7Z - Z — 20W FAX 763 " 57'Z- ! f" INDUSTRIAL AND MULTI FAMILY PROPERTY TYPE ❑ TOWNHOUSE ❑ COMMERCIAL/INDUSTRIAL ❑ INSTITUTIONAL KMULTI-FAMILY PERMIT TYPE ❑ ADDITION ❑ NEW CONSTRUCTION DA.THER ❑ REMODEL ❑ ROOF ❑ SWIMMING POOL PLEASE SUBMIT: 1.4 SETS OF DRAWINGS 5. CONTRACTORS LICENSE OR 6. SPECIAL INSPECTION 2. SURVEY/SITE PLAN LICENSE APPLICATION SCHEDULE 3. LANDSCAPE PLANS 7. PERFORMANCE BOND 4. ENERGY CALCS AMOUNT $ BUILDING TO BE USED AS: OFFICE SF WHS SF OTHER SF TOTAL SIZE: 5TORIES FIRE PROTECTION (Y/N) AC(Y/I) DETAILED DESCRIPTION OF W RK Gla" " C,Q. b'r jdL•f> THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application or a permit and work is not to start without a permit on site; that the work will be in accordance with the approved plan in the case of work whic req ' iew and approval of pl SIGNATURE OF APPLICANT PRINT NAME (^ �'R(�i Zmn1' DATE FEES ARE BASED ON VALUATION Sq. ft. x $ Cost/sq. ft. = Valuation $ Sq. ft. x $ Cost/sq. ft. = Valuation $ Sq. ft. x $ Cost/sq. ft. = Valuation $ TOTAL JOB VALUATION: $ /Po 6" USE OCCUPANCY TYPE Permit Fee $ See Back Page for Fee Schedule Plan Review $ 65% of Building Permit Fee Fire Surcharge $. .001 times the total job valuation Surcharge $ .0005 x Permit Valuation Minimum $.50 SAC Charge $ $2000 per SAC Unit (Plans to MWCC for determination) Erosion Control $ $450 Conservation Plan Review Park Fee $ Fee Determined by Engineering Special Assessments $ Agreement necessary ( ) Non Necessary ( ) Total Due $ (0 'Ar, Make checks savable to: Citv of Fridlev Attach Stiaulations