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Home My WebLink AboutFire Sprinkler Permit 94-0416 DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS ��v / � � ��C:��7 � ✓ ! �' �L�� OWNER CONTR. PHONE NO. PERMIT NO. ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL ❑ COMMENTS: , �� , � , � ' �� -:? '�-� ��-- O WORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED ❑ CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL 44T-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETY! lNSNOT/ �-, r ��/l 2 �,�/c. � ^,�� 15 CITY OF PRIOR LAKE "� 1. wh��e File 2. Pink Cit < <`�� BUILDING PERMIT, 3. Ye��W APPi�� TE�IAP RY CERTIFICATE OF ZONING COMPLIANCE ND UTILITY CONNECTION PERMIT Permit No. '�'1 � . y I � DIRECTIONS 1 • �ATE SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN ,.� BEFOFiE PERMIT IS ISSUED (Please Print or Type and sign at bottom) ��, �J BUILDING INFORMATION 2. SITE ADDRESS 11. SIZE OF STRUCTURE � � ` ' i � ,� t (Height) (Width) (Depth) 3. LEGAL DESCRIPTION 12. NO. OF STORIES LOT f BLOCK . � PID ��S ' ��'��t;' � ��/ ' p � (�l 13. TYPE OF CONSTRUCTION ADDITION �,�� `T�� ' }..� ��LIl1 � �t r� � "1 LT! — �� s � � 4. OWNER (Name) (Address) (fp� �.)� �� 14. FLOOR AREA APPORTIONMENT USE • fi. r�� I �.� i' .a i� �' E � i c� 5.-FdlW�" (Name) (Address) (Tel. No.) ( F�'r= f'� i:� .a .,l kC E��:r� �� / t.> " � , c � 6. BUILDER (Name) �Address) (Tel. No.) 15. NUMBER OF OCCUPANTS OR SEATS � >C � � ` � "LZ�'� � ��y� .i17-?" OCCUPANTS 1 7. TYPE OF WORK Fireplace O Septic p Heating p Piumbing p Rero ing p Porch p SEATS New Construction O Alterations p Addition p Finish Attic O Residing p Finish Basement p 16. ESTIMATED VALUE � Chimney O Misc. �" � � � ��.' K l--� �== S V 8. PROPERTY AREA OR ACRES 9. PROPERTY DIMENSIONS 10. CULVERT SIZE 17. COMPLE ION DATE Sq. Ft. Width Depth Yes No /�-- � S — E � � I hereby certify that I v rnished informaY n ' application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above mention perty and thai all o ion will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building official ca oke this mit fo ugt" se. Furthermore, I hereby agree that the city official or a desigp,ee may e ter upon the property to perfor needed 'nspections. X �� Y C'`,�"'�" 5 ��i ,;�,, G Signature License No. ate •� FOR ADMINISTRATIVE USE SETBACKS: Required MATERIAL FILED WITH APPLICATION Actual SOILTESTS O ENERGYDATA p Front Back ide Side PROPOSED GRADE FOUNDATION OFF STREET PAFiKING PILING LOGS p PERCOLATION TESTS p IN RELATION TO CURB OR CROWN PLANS 8 SPECS O SETS OF STREET SPACES REQ. USE OF BUILDING SPACES ON PLAN SURVEY O COPIES 3 � PLOT PLAN O PERMIT VALUATION 5Z—�� —� TYPE OF CONSTRUCTION: III IV'� � � Amount Brought Forvvard .................. $��a _�� Occupancy Group A� E I I'� Park Support Fee ........................... $ Division 1� 3 4 SAC ......................................... $ PefmitFee ................................... $� + � �� Collective Street Fee ....................... $ t 4 � Sewer Tap ................................... $ Plan Checking Fee ......................... $ � � � U�-� �} .�� License Check Fee ......................... $ State Surcharge ............................. $ 7� � Pressure Reducer .......................... $ Penalty ....................................... $ Meter Horn $ SepticSystem ............................... $ Water Meter ................................. $ Check if O Sewer 8 Water Connection Fee ........... $ Other......................................... $ -� ,— � Q Deferred p Water Tower Fee ........................... $ Subtotal ............................... $ _..S (� -, � Q WaterTap ................................... $ This li comes Y ur il�ingPermit Wh n Approved. Builder's Deposit ............................ $ B r Date ! - � ` otner ......................................... $ � � Total Due .............................. $ — i� - � Certificate of Occupancy / Paid . 3� � Recei t No. � �/ Issued � �� B Date � ,� � This i certify that tja �st in the above application and accompanying docume ts is in a r ance with the Ciry 2oning Ordinance and may proceed as r ested. This document when sig fi� City (� � nstitutes a temporary Certficate of Zoning compliance allo c struction to m e. Be ccupa a ert�cate of Occupancy must be issued. - q- �c — Planner � Date Spedal nditlons A y 24 Hour notice for all inspections 447-4230 9:00 a.m. • 10:00 a.m. 9�- �1 �� , ;� ; � �� % �� fi� ` � t �3 `� .�. t ��-�.�...... . ... ......it.s yJ � . . , i. ir III��n� �r�rw�.. . . . .. . . . . .nJ � . .� 6. Electrical rough in is proceeding with masonary work, however it appears as though the contractor may have to miss the exit light J boxes along grid line 10 above doors 109C and 1096. The contractors need to verify all electrical rough-ins and soap them wherever required. Concealed installation are required throughout the facility. Action required: Contractor II. WORK IN PROGRESS/ITEMS OF CONCERN None reported at this time. III. ITEMS TO VERIFY 1. Contractor needs to continue to submit on outstanding shop drawings and submittals for the project. Action Required: Contractor 2. Contractor needs to verify that all testing results are copied to BKPR as per the pre construction meeting instructions. Action Required: Contractor CCFC for the distribution are the same as the previous reports. c: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Jon T. Rall, Director of Construction Admin.; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 2 OF: 2 PAGES ARCHITECT'S OWNER FIELD REPORT ARCHITECT X CONSULTANT _ FIELD _ AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Four (4) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: July 7, 1994 TIME: 3:00 p.m. WEATHER: Clear TEMP.: 92 deg. F EST.°k OF COMPLETION: Interior above grade masonary walls - 5% Exterior masonary wails to above grade - 20% CONFORMANCE WITH SCHEDULE(+,-): Schedule, on schedule. WORK IN PROGRESS: Laying up interior masonary walls on 10 Line between C line and B line. PRESENT AT SITE: Kratochvil Construction Company OBSERVATIONS: I. SCHEDULING AND PROGRESS REVIEW 1. Contractor is approximately one to two weeks out from delivery of burnished block to the site which could result in stopping block work erection if he runs out of materials. 2. BKPR needs to visit the site to approve the brick sample panel erected by the contractor. Action Required: BKPR 3. The eye portion of the eye pintel the horizontal joint reinforcing is installed on the exterior walls so it projects out approximately one inch. Due to the fact that there is two inch rigid insulation in the cavity of the wall, the eyes may need to be adjusted out, or a deeper type of reinforcing could be ordered to have a further extension. The contractor will need to lay up the insulation as he goes, hooking the eyelets(with the pintels) through the insulation. Action Required: Contractor A. Door 112B, 112A, 109C, and 1096 the contractor asked if he could hold the doors flush with the interior wall finish so he can have solid anchorage in the masonary (extending them out further, and beyond this will not allow him to use the masonary anchors in the frames). I said this would be okay with the qualification that when he trims out with gyp board we'll have to use a"L" bead or a"J" bead edged to the frame. Action Required: Contractor 4. Exterior walls are up to varying heights at this time. We have the wall on 8 line complete from along up to A line, and on A line from 8 line to 11 line. Down 11 line from A line to C line and on C line from 11 line to 12 line. On 12 line from C line to C.5 and from C.5 line up to 13 line along 13 line from C.5. On 4 line we turn the corner on E.4 line and on 13 line we are working towards 8.4. Progress is good, the craftsmanship looks very good, and the layout is in conformance with the contract documents. 5. Door frames are set for doors 190D, 112A 109C, 1096, 124A. ? ARCHITECT'S OWNER FIELD REPORT ARCHITECT X CONSULTANT _ FIELD _ AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Fourteen (14) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: October 6, 1994 TIME: 1:30 p.m. WEATHER: Cloudy TEMP.: 62 deg. F EST.% OF COMPLETION: Interior slab on grade work 20% Exterior masonry veneer work 80% Underground plumbing 100% Roof decking 100°/a - Start roof on Monday 10/10 CONFORMANCE WITH SCHEDULE(+,-): Behind schedule. The general contractor wiil issue out a revised construction progress schedule by October 15 and distribute to all project team members. WORK IN PROGRESS: Masons are laying up exterior wall. Veneer stone and brickwork on the south and east elevations of the southern most apparatus bays. Flat work contractors are installing floor slab on grade in the office/admin. area, (bathrooms, kitchens, and training room). PRESENT AT SITE: Kratochvil Construction Company Stang Construction OBSERVATIONS: I. SCHEDULING AND PROGRESS REVIEW: A. Work to be started, continued, or completed during the week of October 6 through October 13, 1994 (weather permitting), is as follows: 1. Continue exterior masonry. 2. Continue slab on grade placement. 3. Start roofing operations. 4. Start HVAC installation in the admin. area. B. Target Dates: None. C. Anticipated Delays: None. II WORK IN PROGRESSfITEMS OF CONCERN: A. Mechanical contractor pointed out that one of the underground plumbing tie ins for the rain water leader of apparatus bay #125, (eastern most drop) is not shown on the plans. This involved approximately 2 1/2 hours of labor, plus materials not bid on the job, he will be submitting a bill for architect review and approval. Action Required: BKPR to review and respond B. Cement finishers completed the second placement of slab-on-grade in the admin. portion of the building today. They should have one more pour left to finish out the admin. area, then start on the apparatus bay areas. The next pour will probably complete the admin. area and the meuanine and part of the storage space for equipment between the apparatus bay areas. Action Required: Contractor ,. �. _ _.... . .. . . _ ,�.�� - _� - ,,. �. . _ , �� . Roofing insulation and materials are on site today. Roofing contractor will be commencing roofing operations on Monday, October 10. The contractor pointed out that there is a discrepancy on the plan, where we have bearing elevations established for the precast roof areas the same as for adjacent metal deck steel joists areas set at elevation 112. This allows for discrepancy of approximately 4" between roof heights. Toward this end, as a resolution, I've reviewed with project architect to allow the contractor to install a 4' wide strip of tapered insulation which will go from 0" to 4" and in 4'. This 4'-0" wide taper strip will be installed at the transition from precast to steel joist and metal decking on those areas over the admin. portion of the root, and is an acceptable method of providing for the transition. - This will involve (approximately) 80 lineal feet of transition tapered insulation, which will equate out to approximately 160' SF of 4" thick insulation. Roofing contractor will submit a price for materials only, and not bill for any additional labor, (free installation). I want to include the cost of this additional insulation as an architectural requested change, in project change order #2. D. Overall, if things go as they have been going, and we are able to continue without any major delays in weather, by the end of October, we should be dry in the building, the roof should be on, and we should be enclosed. III. ITEMS TO VERIFY A. General contractor needs to revise and reissue an up to date construction progress schedule. Action Required: General Contractor B. We still need the electrical contractor and the electrical utility to coordinate the lowering of the main frame transformer approximately 6" to 8". Action Required: Contractor C. BKPR needs to release window blind shop drawing issued for review on 9/21. D. Notify general contractor and mechanical contractor that there are still outstanding shop drawings which need to be submitted for AE review and approval, including Lawn Irrigation Systems and Operable Walls. E. Mechanical contractor still needs to change out rain water leader water noules from the current non-approved installation to a satin nickle bronze type, (Ancon RD940). Action Required: Contractor F. Notified general contractor that (painting contractor) prism painting needs to furnish samples of poly mix paint samples for finish types P5 and P6, (which were added under Add Alternate #4), for rooms #102 and #109 in fieu of paint types P1 and P7. G. Has owner completed building keying scheduling with hardware supplie�'? Act�on Required: City ofi Prior Lake. cc: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Jon T. Aall, Director of Construction Admin.; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 2 OF: 2 PAGES � BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICAN � .' ' ��z-��f � �- � � APPLICATION RECEIVED � ,r I - � �' �� The City of Prior Lake BUILDING Department has reviewed the building p rmit applica ion for construction activity located at /� �7l -, ,� - .�� Accepted � D Accepted With Corrections Reviewed b : � Date —�� Y- Comments• 0 "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. 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R�. �..� } V �` � � . t ` °(`� �^' r � �`$- � �� '' Y� �� y l �� 2 � r s. � S � m_. f�, r � . . � � . � s r w `' i'� � �z�r� � �� i'�' k `, r +�'. - �'� �`,.. �Ey . . .: i Y �" i'ai4' l�� 4.:� �: � ; . !`*� '. f�'y �sv � � ' ; 1'� � T v °:� � .. �,� . 6 ' �: tb R f h � � � �� * � ' � tS: . .. �ad� ARCHITECT'S OWNER FIELD REPORT ARCHITECT X . CONSULTANT FIELD AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Two (2) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: June 16, 1994 TIME: 1:30 p.m. WEATHER: Overcast TEMP.: 85 deg. F EST.°k OF COMPLETION: Exterior perimeter footing installation 100% Foundation walls to grade 60% Damp proofing 0% Interior column placement 0% Foundation installation 40% CONFORMANCE WITH SCHEDULE(+,-): Over all on schedule. WORK IN PROGRESS: Masons are erecting foundation walls on F line, back filling, and insulating foundation walls, and also getting ready to pour seven and type #7 and #11, concrete piers on A line between # 1 line, and # 7 line. PRESENT AT SITE: Kratochvil Construction Company Tri-M Excavating OBSERVATIONS: I. SCHEDULING AND PROGRESS REVIEW A. Work to be started, continued, or completed the week of June 16, 1994 thru June 23, 1994, (weather permitting) is as follows: 1. Finish perimeter foundation wall erection. 2. Start underground sanitary sewer installation. 3. Finish insulating foundation walls and backfill the grade. 4. Grade the site. B. Target Dates: 7/11 /94 Burnished block is due on site 6/23/94 Brick sample panel should be erected for architects review and approval, (mortar will be natural grey) C. Anticipated Delays: Burnished block is 30 days out at this time. D. Materials stored on site: Block Durawall Steel reinforcing Spectra glazed block Misc. forming materials Anchor bolts I1. WORK IN PROGRESS/ITEMS OF CONCERN 1. The contractor is insulating foundation walls from the footings to grade, (note insulation is being piace on the interior of the footing wails), as reviewed and approved by Project Manager Paul Mickelberg.. I informed the contractor that at some point in time we need a submittal for approval on foundation perimeter insulation, and the damp proofing material which will be used at the front entry). Action required: Contractor 2. I need to review the hose bib location shown at 11 C on the mechanical drawings which locates the bib in a mechanical shaft along an exterior wall. The concern I have about this installation is that the mechanical shaft, (if it's not vented high and low with transfer air grilles to allow free air to move thru the shaft), will be just as cold as the exterior wall and will freeze and burst in the winter. Since there's not another location we can move this hose bib to, I suggest that we look at adding high and low transfer air it grilles into this chase space so that the hose bib will not freeze. Action Required: Review and response by Mechanical Engineer BKPR 3. The contractor requested approval to use 3500# cast-in place concrete with #9 buckshot aggregate to pour the piers on the footings up to grade. See structural detail 5/S4, I okayed this request after reviewing with the Structural Engineer from BKPR. The horizontal masonry reinforcing and horizontal joint reinforcing will run into and thru the cast-in place concrete piers as discussed today with the contractor. Currently the contractor is forming up 7 of these cast-in plGce piers (type 7 and type 11 for placement on A line between grids lines #1 and #7). I did note that at one location at grid point 63 the contractor had missed installing two of the vertical #7's of the 6 required in the pier, and that he would have to add these vertical elements to the pier before cast-in place concrete was introduced into the forms. Also all 7 locations along A line between grid #1 and #7 the contractor installed only a single tie which encompasses all of the 6#7 vertical reinforcing bars as opposed to the double tie system noted on the steel shop drawings and on the structural drawings. I reviewed this condition with the Structural Engineer and the contractor was directed to install the two tie system shown on the approved shop drawings, and on the structural engineers drawings. The only revision allowed by the Structural Engineer was that since these 7 piers are formed and ready for concrete and the contractor can reach down and do the top 3 stirrups (the bottom most stirrup could have the intermediate tie omitted), at these 7 locations only. In the future the contractor will follow the installation using the two tie systems as per the approved shop drawings, and as noted on the structural drawings for the project. III. ITEMS TO VERIFY A. The General contractor needs to verify, (with the Mechanical contractor, and the Electrical contractor), that on the pre-cast plank shop drawings, all openings over 8' diameter are shown so that the pre-caste concrete plank supplier can fabricate them into the planks. Action Required: General Contractor, Electrical Contractor, and Mechanical Contractor. B. The Electrical Contracior shall provide back boxes and/or gang boxes for remote overhead door operators located in dispatch room # 124, as per the general notes in the beginning of ineans and methods division 1600. This was reinterred to the Electrical Contractor on the site today during the construction meeting. Action Required: Electrical Contractor to furnish and install as required. C. The address for the site is, 16776 Fish Point Rd. S.E. Prior Lake, MN. The owners have notified the contractors today that several deliveries are showing up at the City Hall offices, and this practice must come to an immediate halt. All deliveries to the site and for the project must be made to the site and none shall go to the City Hall and all must be signed for by the contractor or contractors, not the City Staff. Action Required: Contractor 2 D. Electrical and Mechanical Engineer are asked to verify what circuits will be used for the domestic hot water heat tracing that is noted on the mechanical plans, but not picked up on the electrical documents. Action Required: BKPR Mechanical Engineer and Electrical Engineer to review and respond with direction to the Electrical Contractor. E. Does BKPR Electrical Engineer have the building electric load calculations submitted to NSP yet. According to Russ Harkins, (the Electrical Contractor), the load calculations have not been submitted yet. Since we are trying to get permanent power in the next two to three weeks the Electrical Engineer must verify that the load calculations for the project have been submitted to NSP. Action Required: BKPR Electrical Engineer F. Jim Kratochvil's mobile phone in his truck is # 581-0989. G. Two proposal requests have been issued to Kratochvil Construction Company so far. We require a written itemized labor and material break down response from the contractor so that we may make recommendations to the owner, and do not cause delays to the schedule. Action Required: Contractor H. Kratochvil Construction Company has completed 5 block prisms which the testing company now needs to test for strength. The contractor shall also have mortar samples of the below and above grade masonry work, (type "M" and type "S" done as noted. c: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Jon T. Rall, Director of Construction Admin.; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 3 OF: 3 PAGES 3 � .•'' 3 �F`-9nv Huntin don �� ...�:§ � " Huntingdon Engineering & Environmental �j � �� 662 Cromwell Avenue 199� St. Paul, Minnesota 55114-1776 (612) 645-3601 TO: City of Prior Lake DATE: June 16, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: PROJECT: PRIOR LAKE FIRE STATION COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA Job Identification: 1 A 1 B 1 C Date Cast: 6-8-94 6-8-94 6-8-94 Age to be Tested, days: 7 28 Hold Slump, in: 1.5 1.5 1.5 Air Content, %: 2.7 2.7 2.7 Location of Placement: Ftgs Specified Strength, psi: 4000 4000 4000 Mix Designation: 4041 M 4041 M 4041 M Concrete Furnished By: Cemstone Cemstone Cemstone COMPRESSIVE STRENGTH Test Method - ASTM:C39 Laboratory Number: 000618-1 000618-2 000618-3 Diameter, in: 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 Area, sq. in.: 28.26 28.26 28.26 � Date Received: 6-9-94 6-9-94 6-9-94 Lays o;� 30� � Erlrouie: 1 1 Days Lab Cured-ASTM:C192: 6 27 Age at Test, days: 7 28 Load at Failure, lb: 120550 Strength, psi: 4260 To be tested REMARKS: *Information taken from field data sheet prepared by: C. Johnson\HEE-TCT BY: PRIOR\000618 As a mutual protection to clienu, the public and ourselves, all Huntingdon reports are submitted as the confidential property of clienu, and authorization for publication or statements, conclusions or extractions from or regarding our reports is reserved pending our prior written approval. �� A membei ai the I I I I I qmup of companles • , Huntingdon Engineering & Environmental Huntin don 662 Cromwell Avenue � Sr. Paul Minnesota - , 55114 1776 (612) 645-3601 TO: Ciiy of Prior Lake DATE: June 16, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: PROJECT: PRIOR LAKE FIRE STATION COMPRESSION TESTS OF CONCRE'�'E CYLL�EgS FIELD DATA Job Identification: 2A 2B 2C Date Cast: 6-9-94 6-9-94 6-9-94 Age to be Tested, days: 7 28 Hold Slump, in: 2-3/4 2-3/4 2-3,�4 Air Content, %: 2.0 2.0 2.0 Location of Placement: Ftg, grid 1(A-F) Specified Strength, psi: 4000 4000 4000 Mix Designation: 4041 M 4041 M 4041 M Concrete Furnished By: Cemstone Cemstone Cemstone COMPRESSIVE STRENGTH Test Method - ASTM:C39 Laboratory Number: 000639-1 000639-2 000639-3 Diameter, in: 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 Area, sq. in.: 28.26 28.26 28.26 Date Received: 6-13-94 6-13-94 6-13-94 i�ay� an 7ob & Enroute: 4 4 Days Lab Cured-ASTM:C192: 3 24 Age at Test, days: 7 28 Load at Failure, lb: 107610 _ Strength, psi: 3810 To be tested REMARKS: *Information taken from field data sheet prepared by: T. Levesque\HEE-TCT � BY: PRIOR\000639 As a mutual protection to clients, the public and ourselves, all Huntingdon reports are submitted as the confidential property of dients, and authorization for publication or sutemenu, conclusions or extractions from or regarding our reports is reserved pending our prior written approval. L� A member of the I I I I I �poup of companies BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST / ! NAME OF APPLICANT� J _ APPLICATION RECEIVED � LQ/ � � � �.,i.�?.-Y.,`��:.��r�-- The City of Prior Lake PLANNING Department has reviewed the building pe it ap licati�n for construction activity located at �� ' �., ��. � // � 1 � ��" � �� r�f' Accepted � Denied Accepted With Corrections �/ � Reviewed by: f /°� Date ��S � Comments• "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." - __ -- �� _.. ; � �,,,� _ . .� . _ . . - . -.� - _ _- � � � : �� -� � �•�� ;� ��' ��,.�� ARCHITECT'S OWNER FIELD REPORT ARCHITECT X CONSULTANT FIELD AIA DOCUMENT G711 — PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Ten (10) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: August 25, 1994 TIME: 1:30 p.m. WEATHER: Partly Cloudy TEMP.: 93 deg. F EST.°� OF COMPLETION: Metal bar joist and steel decking installation over admin. portion of the building is complete. Erection of block walls from mezzanine level to roof bearing, at the meuanine area between grid lines 3 and 4 50% Underground plumbing 85% CONFORMANCE WITH SCHEDULE(+,-): WORK IN PROGRESS: Plumber is installing underground plumbing for toilets, urinals, lavs in men's room #119 and women's room #120. Electrical contractor is roughing in for electrical. Masons are continuing to lay up block from finished floor elevation at the mezzanine level in emergency generator room #201 and meuanine storage area #200 to roof bearing. PRESENT AT SITE: Kratochvil Construction Company Harkins Electric Harkins Electric McGuire Mechanical OBSERVATIONS: I. WORK IN PROGRESSJITEMS OF CONCERN• ELECTRICAL ISSUES A. The electrical contractor needs to coordinate with the mechanical contractor on relocating electric raceways to run vertically up the north wall in storage room #126, between doors #1266 and the crook in the wall along the floor line, (approximately 7'-8" to the left). The coordination here is that the electrical conduits will run up the face of the wall and the mechanical installations, including a floor drain will be in front of this area. The main coordination is to make sure that the electrical contractor has verified the room he will take up, (which should not amount to much), against the room required by the mechanical contractor for installing his supervisory panel for the dry pipe air system, air compressor, and the air dryer, along with piping that wifl r:se up in the emergency generator room, plus other mechanical necessary to serve the domestic water, water meter, and the fire protection assembly. Action Required: Contractor B. The electrical engineer has reviewed with the electrical contractor, and approved the electrical contractor to revise the layout of the panels and electrical service in emergency generator room #201. The concern here is that with the arrangement of panelboards, main distribution switchboards and the ATS along the south wall in emergency generator room #201 that there may be a conflict with door #201, (in regards to opening door #201 and hitting panels, o� blocking panels). The electrical contractor has been given permission by the electrical engineer to relocate any of the panels downstream with the ATS onto different walls in the room so long as its coordinated with the mechanical contractor who has ductwork, HVAC, and control panels to install as well. Any deviation from the layout on the plan documents needs to be field verified, and coordinated, among contractors so that no additional work is created for any contractor. Action Required: Electrical Contractor . � C. The electric utility company has installed the pad, and the mainframe transformer on the island between grid lines 3 and 4, west of grid line B in the approximate location shown on the plans. However, the pad is set approximately 6" or 7" higher than it needs to be. I asked Kratochvil Construction Company and Harkins Electric to contact the electrical utility company to see whether or not this pad can be lowered approximately 6", so that it still has positive drainage around it, but so that iYs not up on a hillock on the west side of the building. Action Required: Contractor MECHANICAL AND PLUMBING ISSUES A. In locker room #122, off of women's restroom #120, the mechanical contractor has pointed out that the installation of the shower of the does not accommodate the ADA requirement as per detail 2/100. Therefore, we will need to shift the location of the shower bay in #122 to the north approximately 1', so that we can accommodate the 1' requirement for access to the handicapped shower seat. The shower seat is also drawn in an incorrect position on the plan, and needs to be shifted to the south wall of the toilet stall. The controls will be on the north wall. Action Required: BKPR to issue a field order to accommodate this change. B. I have reviewed the installation and the PR (PR#8) which revises the location and layout of the extractor, washer, and dryer, in equipment room #132 with Tim McGuire of McGuire Mechanical, who has agreed to revise the underfloor piping layout and the stand pipe set up for the extractor and washer at no additional cost to the work. BKPR will include PR#8 and project change order #1 as a no cost change. Thank you McGuire Mechanical. Action Required: Contractor GENERAL CONSTRUCTION ITEMS A. At the two 4'x8' wide openings on the mezzanine level, from apparatus bay #125 below, (which will allow storage access to the mezzanine level), the contractor has agreed to install an angle iron edge protection at the floor line to protect the edge of the floor. Contractor will install a angle iron with Nelson type stud anchors into the topping. The topping itself will wrap down and over an 8" coursing to provide for a solid concrete edge. Action Required: Contractor B. At todays on site construction meeting, we conducted a pre-slab on grade installation meeting with Stang Concrete, Kratochvil Construction Company, Harkins Electric, and McGuire Mechanical. The following is a few of the highlights and points of discussion reviewed today at that meeting. 1. General contractor was reviewing with the concrete contractor, the installation of vapor barrier. Contractor has the option of lapping the joints one foot, or lapping them 4" and taping them solid as per the spec. 2. 1Ne will nat allow wet screeding on this project. A(I floors wilf have sex s�;reeds and will be struck off manually. 3. Any add mixtures proposed for use, such as air and training agents, super plaster sizers, extenders, reducers, water reducing agents, and retarders must be submitted to BKPR for review and approval before being used in any of the mixed designs, (if the mixed designs were submitted without the add mixtures identified). 4. No fiber mesh will be used on the project, we will use the reinforcing shown on the structural drawings. 5. All mesh must be hooked up into the slabs so that it is pulled up into the center mass of the slab during the placement of concrete. All imbedded items must be vibrated thoroughly while the concrete is in the plastic state to provide for a consolidation and full imbeddment. 6. I reviewed control joints and construction joint layouts with the contractor, and notified them that as per project documents they need to submit a control joint and construction joint layout prior to pour for approval by structural engineers. � wM1.. e *r..::..r -....->... - . . > .. : -. .- . . . . _ _ ___ --,°^,... ' -�-�,�-�wF.%�.:...�.._ "' . ':` ,� . . 7. Contractor was admonished that we do have quite a bit of underground piumbing and electrical crossing under S.O.G. floor areas, not only in the apparatus bays, but in the admin. portion of the building. The mechanical contractor, (because he's using below grade PVC piping) will put an air test on the piping during the time when backfilling operations are being completed. That way we can verify whether or not we have any leaks or cracks that have been caused by fine grading prior to the placing of concrete. 8. In conjunction with this, electrical contractor needs to get a dimensioned layout of the 8 floorboxes to be installed in room #109 so that we can set them up ahead of time. 9. Mechanical and electrical contractors should be on site during all floor slab on grade placements, and during the preparation of floor slabs so that any repair work that needs to be done, (because it's been damaged, relocated, or realigned by the preparations for slab on grade placement) can be addressed by that contractor. 10. The water/cement ratio needs to be inviolate on this project. Super plasticizers may be added, (as approved by the engineers and architects for the project and recommended by the ready mix supplier). However, only minimal amounts of water should be used on the site to adjust the slump. 11. The owner's testing laboratory will take concrete test cylinders of concrete placed each day, a minimum of three cylinders per day, on days when concrete is placed on the job site. 12. All control joints which are cut into the slab after the placement of concrete, (as per structural details), must be cut in while the concrete is green, (within 6-24 hours of placement). After the cutting is done, the cuts need to be blown out and cure/seal reinstalled in those joints to keep the concrete slab from curling. The vapor barrier must have 4" of sand cushion. 13. The vapor barrier must be installed with a minimum of 6" of damp sand above it, prior to placement of fresh concrete in the slab on grade. 14. No type of chemical cure or sealant should be used in the apparatus bay areas or any rooms which will receive vinyl or ceramic/porcelanin tile flooring. All these areas should be poly or wet method cured. 15. Any area such as restrooms, (which are going to receive tile flooring), ceramic tile flooring, porcelain tile flooring, etc., and in which the contractor is planning on using a chemical cure or sealer, must first be verified with the floor installer, regarding the type of sealer that he is going to use will be compatible with other floor treatments, (including thin set and adhesives which may be used to apply floor finishes later. If this is not done, and the concrete flatwork subcontractor will bear the responsibility of re-prepping the slab to receive floor finishes at no additional cost to the work. Ac�ian Required: Contractor 11. ITEMS TO VERIFY A. Electrical contractor needs a dimensioned layout of all of the floor boxes in room #109, (8 locations). Action Required: BKPR interiors department and electrical engineer. B. I suggested to the general contractor and the electrical contractor that they contact the local power/utility company and have them lower the main frame transformer pad approximately 6", since iYs approximately that much too high. Action Required: Contractor C. Electrical contractor has asked BKPR to ver'�fy the elevation and the exact locations of the outside lights over the overhead doors. Action Required: Electrical engineer, BKPR project manager , ., D. In regards to an extra requested by the vendor supplying the turn-out racks for additional casters to be installed on the turn-out lockers for a$673.00 add to the work. The project architect, Henry Grabowski, is currently working with #he vendor to see whether or not an option of increasing the size of the base angle frame, in lieu of adding the additional casters. Once the final resolution has been reviewed and the pricing has been set, BKPR will issue a field order or a proposal request to provide for either additional casters, or a heavier duty frame, (which will not require additional casters to support the turn-out racks as noted on the shop drawings). Action Required: BKPR E. I have confirmed with the mechanical contractor that his response to PR#8 has been changed from an add of $240.00 to a zero change, therefore, the response from contractors from PR#8 is a no cost change which will be included in project change order #1. Action Required: BKPR to include PR#8 in change order #1 F. The electrical contractor will furnish copies of Flarehty Equipment Corporations insurance riders and a letter stating that the generator for the project has been received, and is currently in storage at their facilities. This is in conjunction with the contractor's request for payment for these items. I see no prohlem with this. Action Required: Contractor to submit for payment on storage of materials. G. BKPR will issue project change order #1, which will address the following items. It will include PR#1, which was voided and is a no cost change item, PR#2, (the gas meter location for $1,019.00), PR#3, revises steel joists for $257.00, PR#4, wall hydrant and has heat cable revisions for no cost change, PR#5, changes doors from birch to oak veneer for a no cost change, PR#6, revises the handicapped shower seats for $106.00 add, PR#7 provides for revisions to the water service for $2,738.00, PR#8 revises the extractor location for a zero cost change, PR#9 revises W14 window linte�s in 3 locations fur a$418.00 add, PR#10 revises the size of the N and telephone conduit service entrances for an add of $308.00. Field order #1 changes Naint colors in rooms #119 and #120 for no cost change, field order #2 provides for a metal decking clarification for a no cost change, field order #3 revises the color of PR#3 for a no cost change. The total value of project change order #1, including the general contractors overhead and profit, amounts to $4,846.00 add to the contract. The general contractor will still need to have shop drawings submitted on tapered roof installation layout, and he needs to submit metal samples for approval to the architect which will include the standing seam roof and coping colors #1 and #2. Action Required: Contractor H. BKPR needs to process out miscellaneous metal shop drawings, including stair work ASAP. Action Required: BKPR c: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior l�kP Frank Boytes, City of f'rior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Jon T. Rall, Director of Construction Admin.; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 4 OF: 4 PAGES