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Building Permit 07-0846, Plmbg 07-0956, Htg 07-1105, S/W 07-0869
DATE TIME CITY OF PRIOR LAKE INSPEC710N NOTICE SCHEDULED !7 �D ADDRESS S� �o K+ fcNt/� OWNER CONTR. PHONE NO. PERMIT NO. � "d ��/ ❑ FOOTING 0 PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATlON � MECH RI ❑ COMPLAINT ❑ FRAMING � WATER HOOKUP O FIREPLACE RI ❑ INSULATION O SEWER HOOKUP ❑ FIREPLACE FINAL �FINAL ❑ PLUMBlNG FINAL ❑ GASLINE AIR TST O SITE INSPECTION � MECH FINAL � COMMENTS: e �+�. � k c' �7 WORK SATISFACTORY, PROCEED /� ❑ CORRECT ACTION AND PROCEED ❑ CORREC K, CALL FOR REIMSPECTION BEFORE COVERING Inspector: OwneNContr. CAL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADYANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH dc SAFETY! �von TE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDt1LED � ar ADDRESS 5� p��, l�Yj,,l 9�, �,�- • OWNER CONTR. PHONE NO. PERMIT NO. 7_� ( n �-FOOTING � 0 PLUMBlNG RI ❑ �X/GRAD/FILLING 0 FOUNDATION ❑ MECH Ri ❑ COMPUIINT ❑ FRAMlNG ❑ WATER HOOKUP O FIREPLACE RI � INSULATION ❑ SEWER HOOKUP O FIREPLACE FINAL ❑ FINAL O PLUMBiNG FINAL ❑ GASLINE A!R TST O StTE INSPECTION ❑ MECH FINAI ❑ COMMENTS: 1"Ti �� � . 2_ � �',�.k� P-�- -�._ ,t� �. t � � S�t ❑ WORK SATtSFACTORY, PROCEED �CORRECT ACTtON AND PROCEED ❑ CO�tRE T RK, CALL FOR REtNSPECTION BEFORE COVERING \ Inspector: OwneNContr. CAL -9850 FOR THE NEXT INSPECTlON 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HFrlLTH d� SAFETY! nvsrrorr DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED 1� ADDRESS Cj �p�� Cj�.,o,.t _q�,�� OWNER CONTR. PHONE NO. PERMIT NO. � � ��Y �-FOOTING 1w� O PLUMBING RI ❑ EXIGRADIFILLING ❑ FOUNDATtON � MECH RI ❑ COMPIAINT ❑ FRAMING O WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP O FIREPUICE FtNAL O FINAL ❑ PLUMBING FINAL � GASLINE AIR TST ❑ SITE INSPECTION O MECH FINAL ❑ COM ENTS: 1. 0 WORK SATISFACTORY, PROCEED �CORREC CTION AND PRdCEED ❑ CORR T , CALL FOR REIMSPECTION BEFORE COVERING Inspect : OwnedContr. C L -9 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. REQUI.REMENTSARE FOR YOUR PERSONAL HEALTH dc SAFETY! wsKOn DATE TIME CITY OF PRIOR LAKE ' / INSPECTION NOTICE SCHEDULED ���IQ� ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. ❑ FOOTING � ❑ PLUMBING Rt ❑ EJUGRADlFILLING j�-�FOUNDATION �� O MECH RI ❑ COMPLAINT ❑ FRAMING 0 WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL 0 PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL ❑ COMMENTS: �. � 2� �.rT� �,�,�.Q,� , ❑ WORK SATISFACTORY, PROCEED �CORRECT ACTION AND PROCEED ❑ COR C ORK, CALL FOR REINSPECTION BEFORE COVERING Inspect : Owner/Contr: CA 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH dc SAFETY! uvsnor� DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS 2. OWNER CONTR. PHONE NO. PERMIT NO. 7��Lj> � FOOTING 0 PLUMBING RI ❑ EX/GRAD/FILLING � FOUNDATION ❑ MECH RI � COMPLAINT � FRAMING �"WATER HOOKUP O FIREPLACE RI ❑ INSULATION �SEWER HOOKUP � FIREPLACE FINAL ❑ FINAL O PLUMBING FINAL O GASLINE AIR TST ❑ SITE INSPECTION O MECH FINAL ❑ COMMENTS: I. C�-,r�Q�$�, ;�s..��[��=—, _� - C �_ _ o.� � � - S � — 0 WORK SATISFACTORY, PROCEED �CORRECT A N AND PROCEED ❑ CORRECT , CALL FOR REINSPECTION BEFORE COVERING Inspector: OwnedContr. CALL 44 50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH dc SAFETY! u�ron TE TIME CITY OF PRIOR LAiCE INSPECTION NOTICE SCHEDULED � � ADDRESS � t °�0�. � �- , � OWNER CONTR. PHONE NO. PERMIT NO. � —� �`jJ �OOTING O PLUMBING RI ❑ EX/GRADIFILLING �❑ FOUNDATION ❑ MECH RI � COMPLAINT ❑ FRAMING ❑ WATER HOOKUP � FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP � FtREPLACE F(NAL ❑ FINAL C] PLUMBING F(NAL O GASLINE AIR TST O SITE INSPECTION ME FINAL ❑ COMMENTS: i� 0 2� ; ' - ❑ WORK SATISFACTORY, PROCEED � CORRHCT CTION ANb PROCEED ❑ CORRE RK, CALL FOR RElNSPECTION BEFORE COVERING Inspector: OwneNContr. CAL 447-985 OR THE NEXT INSPECTfON 24 HOURS tN ADVANCE. CODE REQUIREMENTS ilRE FOR YOUR PERSONAL HFrlLTH dc S,4FETY! r�aorr DATE TIME CITY OF PRIOR LAKE G �� INSPECTION NOTfCE SCHEDULED '�,. ADDRESS .� 7 :�� � re�-ts��. ��- OWNER CONTR. PHONE NO. PERMIT NO. � ^� '�( � _ _ _ O FOOTING O PLUMBING R1 ❑ EXIGRAD/FiLLING ❑ FOUNDATION ❑ MECH R{ O COMPLAINT ❑ FRAMlNG Cl WAT£R HOOKUP ❑ FIREPLACE I'21 ❑ iNSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL �fiNAL ❑ PLUMBING FINAL � GASUNE AIR TST O SITE INSPECTION O MECH FINAL � COMMENTS: �`'�`'� r - -, � C? �WORK SATfSFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED ❑ CpRRECT WORK, CAL OR REINSPECTION BEFORE COVERING lnspector: � OwnedContr. CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS !N ADYANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH dc SAFETY! uvsiron . . . � . - .. 5 - , , . DATE TIYE C1TY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED � Z' 2 � O I ADDRESS 5 ( � Z E�rti� J�vA� C- T OWNER CONTR. D Gv �SG � PHONE NO. PERMIT NO. C� 7 � j Z Z- ❑ FOOTING O PLUMBING Rt �EX/6RA8lFILUNG ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL O PLUMBING FINAL � GASLINE AIR 7ST ❑ SITE INSPECTION � MECH FtNAL ❑ COMMENTS: a �, / y��r � G���.fc ,�n St'd-� � � .� � .. ?IJ' �!� S. ��U n S W � f ti �.J 9 !�� N�c/ C� � c � l I i �.t t, r' • �: �c. i.f ��+ rc � �v �'c�v S+' I t' � , / / �' ., � c'� f 6! �� f 1 S 7/c� L!/ �'.S. r ,�1 C��� �/`I 5 v� � s c� � I Z' Z� v� � � US � � . d . ❑ WORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED �8 CORRECT WORJS, CALL FOR REINSPECTION � . ✓ �f Inspector. i �' ' OwnedContr. CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETY! Lvsnorr oF PR/ CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd ,, � TEMPORARY CERTIFICATE OF ZONING COMPLIANCE �.� J ? �� �' x AND UTILITY CONNECTION PERMIT ' U � ���'NeS� ' W""` F "` PERMIT NO. 2 Pink �,�Y � a �- 8 4(v J YtOow Appliunt Please e or rint and si at bottoro ADDRESS ZONING (orfice use) C c � � C� LEGAL DESCRIPT'ION (ofTice use onty) LOT BLOCK ADDITION �, � ��C. � PID ��• �. O � I. V �+ � y � (Na�m E ` � 0 (Phone) v � � �Q� (Address) ' 3 (''� ve.. J, � �J �•� � I e � 1 lN 5 J� BUII,DER � -T� (Company Name) �r '�`�• (Phone) � ��' �G�, (Contact Name) 'r � (Phone) �O � a' �O c�'" � �U S (Address� �S �Q,, �p 1 a"c m� �J �o � i TYPE OF WORK New Conswction ❑Deck ❑Porch ❑Re-Roofing ❑Re-5iding ❑Lower Level Fimsh 0 Fireptace ❑Addition �Atteradon ❑Utility Connedion � Misc. � `.' `�.C_ � CODE: �I.R.C. '�.B.C. PROJECT COST/VALUE S ,�_ • Tqpe of Construdion: �f III IV V A� (excluding land) Occupancy Group: A B���` �I M R S U Division: 2 '3"�� 5 I hcvcby certiFy tha� I have furnishe ' ation on this appiication which is to the best oF my knowledge true and crnrect. 1 also certify that 1 am the ownrr �x authonud agent for the above-mennoned propeiry and t all c truction wilt conform to ali existing state and local laws and wili proceed in attordance with submitted plans I am awarc that the building uflicial ca rcvo e this prr ' just ca e Fu ermore, 1 hereby agree that the city ofTiciat or a designee may enter upon the property to perform necded ms ttions X � � --- / I DS --�'��-�-'� Signamrc Contractor's Licease No. Date Permit Valuation $ ��� .. Park Support Pee # $ � , Permit Fee $ � . � SAC ( (�7 .��' - # 2 E -3-� _ Plan Check Fee f 0 � J � Water Meter Size 5/8"; 1"; S — State Surcharge S � �� _ Pressure Reducer - S .._. Penalty S _ Sewer/Water Connection Fee � # Z a 3 000. - Plumbing Permit Fee S _ Water Tower Fee # S Z � pp _ o �a. Z Mechanical Permit Fee S _ Builder's Deposit S �.. Sewer & Water Permit Fee S _ Other S — Gas Fireplace Ptrmit Fee S _ TOTAL DUE S f� S Q. cl b This Appi mes YoIIr Buitdins Pernut A ored Paid R i t 1�Io. Date 9 0 D Buiidin URic� Dat Thn n to certify that thc requrst'in the above aQplication and accomp�nying dacumants is in attorda�rce with the City Zoning Ordinance and may proceed as requeated. This d�xument when signcd by the Ciry Pianner consututes a temporary CMificate of Zoning comptiance and aliows conswction to commence BeFore vecupancy, a Crrtificate of Occups�n.y mus� be issued '� 9"e� 07 Se•� C�„�menf -s.��et lanning [)irector Date Specia! Condiflons, if sa 24 hour nolicc for nll inspectlons (9.52) 447-98!S0, fnx (9S2) 447-4245 16200 Eagle Creek Avenae Prior Lake, MN 53372 . , . o � pRlp� Date Rec'd ti�'�� � CITY OF PRIOR LAKE PLUMBING PERMIT , d 4.. , �7 � � 1 . � � � �,1 �r �� FI (..�. 07. U84-�Co �'NES� 1 Blue Fde pERMIT N (�.� 2 Gold City • J 3 Yellow App6cant Please e or rint and si at bottom ADDRESS �u}'��n - 5T22 Gf���ivng C+S �E. ZONING(office �R ►atz L �* k� , �'1 �1 �> V� LEGAL DESCRIPTION (office use only) LOT BLOCK ADDTTION PID Z 'J r ,�oO. OQ �. C3 OWNER � �� , �� � ._ (Phone) 9J' -$90 _ 889 9 (Name) _ (Address) � � q 3�j �ork � �1J d� A'v� �. �jy�� N 5 V 1 f� � A1 5�53 3 APPLICANT � Z - � � (Name) .D � � �1C�� n3 ti�c !� � ep . Zr�G. (Phone) �J�Z "SqO ��Z g �. (Address) �2-J � �� �bl svi�e �. �� 3�� (Ad ress) (City) (Zip Code) (Contact Person) ,�1/� ��� �A (Phone) 9 5Z'"0 9� - g2$ � APPLICANT SIGNATURE ✓/ �� DATE Z APPLIC T PLEASE COMPLETE BELOW uanti T e of Fizture uanti e of Fi�ture Bath Tub with or without shower Rou -ins SE� Dishwasher Water Heater T�1S P Floor Drain Water Softner ��,� avato Bathroom Sink Stand Pi e Washin Machine aund Tra 1 or 2 com artment sink Sewa e E'ector � ��' Shower Stall Backflow Assembl (3� Sinks i,ackf.ow �ssembl Test l��N Bar Sink Lawn S rinkler �.� Q( i? �Vater Closet Toilet Other FEE SCHEDULE Industrial, Commercial & Multi-family 1% of job cost with a$39.50 minimuxn Residential, New One & Two-Family $99.50 Residential, Additions & Alterations $39.50 00 Estimated Cost $ �� � Building Permit # ��� �� PLUMBING PERMIT FEE $ L.�d °O STATE SURCHARGE $ .Sp # /�727 �o,f.01 TOTAL PERMIT FEE $ �o?O. �SQ ✓(�.a� f o� (Oftice Use Only) This i on Becomes Your Building Permi W n Approved Paid� O, , Recei No. 5 -L� / � 7 r� 9 07 Dat� . 9. v Bu Date 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 16200 Eagle Creek Ave., S.E., Prior Lake, MN 55372-1714 oF pR�o,� CITY OF PRIOR LAKE Date Rec'd � 9 HEATING/AIR CONDITIONING/FIREPLACE PERMIT �� /�, Q' x U tn �6 v�' !✓ d �j. 08¢�0 M�'�'NESO�P 1 Pink Fde Z�eo �, PERMIT NO. Q'7 ��0 3. Yellow Apphcant lease or ' t and si at bottom ADDRESS ZONING (oflece use) S��Z �. y,e.� y.r ,a,�� G , LEGAL DESCRIPTION (oflE'ice use only) LOT BLOCK ADDITION PID OWNER A, (Name) t/��� �� �iD�� (Phone) (Address) APPLICANT (Name) � � �� �i /� �'_ (Phone) q�-? � �� 7 � (Address) � 7 � � ��j [ 'J � [�-`�� W'C�JSt t ✓' �'1, h J�S U� t�f (Address) (City) (Zip Code) (Contact Person) ���� h �C� r �� r J � (Phone) 1%' � v� � �D � � � � � � APPLICANT SIGNATURE DATE 1 l���' 7 APPLICANT PLEASE COMPLETE BELOW EW CONSTRUCTION ❑ REPLACEMENT ❑ ALTERATIONS FURNACE MAKE AND MODEL�� �,anc,;Ktt�w�X ��1 FUEL FLUE SIZE RETURN OPENINGS INPUT OUTPUT TYPE OF SYSTEM HEATING OR POWER PLANT PLEASE NOTE: Air Conditioner ❑Warm Air Plants ❑ Steam Units and Fireplaces Cannot Encroach ❑Gravity ❑ Hot Water into Required Side Yard Setbacks. ❑ Mechanical ❑ Radiation Fireplaces with Boz Additions or ❑Air Conditioning ❑ Special Devices ❑Vent. System ❑ Other Devices Cantilevers to the Outside of Buildings Require a Building Permit. FIREPLACE MAKE AND MODEL FEESCHEDULE Industrial, Commercial & Multi-Family 1% of job cost Residential, Gas Fireplace $39.50 $39.50 minimum Residential, Heating & A/C (New Construction) $99.50 Residential, Additions & Alterations $39.50 Residential, Heating Only (New Construction) $64.50 Residential, AC Only $39.50 Estimated Cost $� �. �� Building Permit # � 7�� �s HEATING PERMIT FEE $ aQO, 00 STATE SURCHARGE $ .50 TOTAL PERMIT FEE $ �,� .-� (oftic se n is ' atio ecomes Your Building ermit hen Approved Paid ZU U �S v Recei t o. �� �l Date / Z. � 7 G � BY Buil ' ¢ Official Date 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 16200 Eagle Creek Avenue, Prior Lake, MN 55372 O � pR � o � Date Rec'd � � CITY OF PRIOR LAKE C� �� �� � �� SEWER AND WATER PERMIT ��Nnreso� ! l� W/V 7 V�/T XJ �� File PERMIT NO. d7 � g 6 2 Yellow City 3. Gold Applicant Please e or rint and si at bottam ADDRESS ZONING (ott'ice use) .�72 Z. C����/v'� � . f�� LEGAL DESCRIPTION (off'ice use only) LOT BLOCK ADDITION PID ZS • Q G�l CJ OWNER (Name) (Phone) (Address) {Address) (City) (Zip Code) APPLIC /�'� � �� � C.� � S i (�horfe� ` ,:.�....�.� ��`o? �il��r 4a �c.�d : ��� (Address) (City) (Zip Code) : ; ��� !4!� tfl� � (Phone) ��'' ,�,�"'�� ��f�'f� �'PLICA�T�" SIC�3�ATUItE � _ I3�+4'£� � - D APPLICANT PLEASE COMPLETE BELOW Size of water service inches. Location of any couplings from structure feet. Type of sewer pipe. � ABC � PVC ❑ Cast Iron Estimated length of sewer line feet. Clean out (if required) located at feet from structure. FEE SCHEDULE Residential sewer and water line connection $35.50 Industrial, Com'1 & Multi-family 1% of job cost with a$39.50 minimum Sewer connection only $17.50 Water connection only $17.50 F,�F�i�rCost S ��l��_ Building Permit # �. � SEWER AND WATER PERMIT FEE $ � O� O G STATE SURCHARGE $ .50 TOTAL PERMIT FEE $ l U S- �( (Office Use Only) This A plication ecomes Your Building Permit When Approved Paid �,� Receipt No. s �� � � ��� D � �z do � B'" uilding Ofticial Date 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 [�� ���� O � PRlp� � � �x ��,,� ' u r� �7� t White - Building ,� ,��, Canary - Engineering NNESO Pink - Planning BUILDING PERMIT APPLfCATION DEPARTMENT CHECKLIST NAME OF APPLICANT � �LJ . APPLICATION RECEIVED U. Z 3, D 7 The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: �7ZZ Accepted Accepted With Corrections ✓ Denied . Reviewed By: Date: � � 7 Comments: �- ��P�o4l`� ��ivA�r �/N`tSl�s /�EQv/� 2 ° r J�Art�t �T` � �i�s /c�Po�r �ci=cYL� �oor�n/(� li�SF��T'�di� 3. S���n, r- �iG� l�Uf�G , �x5r Gac.ELT/oN' ,���,v� a<N�_ r�r��-�rna���i r � E��, cx,�vc y Gr ��-i�� �� / T S��G� ���RiNkG� �L.���i �. �/1o►�C�� �'/vN� 1�/�w�n��5 oF 2� �ila�n/NG Sc�stz`*N J�. ��t S7'1� ��i4M ' Lo�� �o�c. �-r /�2o.c.� ��. • . D�rr4r ` � = P2o� � � TEst'��, � � �.n �i•rv oF �,e� S�a�P�Nv A-a- Tc�� or Frr�� �d�t2���R GU�4�� - "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." o � rRr �, � U � � ��� , tx� White - Building ��NNESO"�P Canary - Engineering Pink - P{anning �UILDING PERMIT APPLIGATION EPARTMENT CHECKLIST NAME OF APPLICANT _ � �.ri1 , APPLICATION RECEIVED Z 3 , The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: ��zZ Accepted Accepted With Corrections ✓ Denied . . Reviewed By: Date: � � 7 . Comments: �- �F_P�->4-� ��N�4Nr�/N`lS/�F�S /��Qv/r� 2 - r J��RrH tT` � ���s /�Po2r �3�r=�� �ooT��/(� liVS��Tiv�✓ ' 3 - 5��iir 5'iG�v� I�UA� ix5r Gac.c'c-f�or.r ���urv�(3rn��,��,2�-�n�a�'/�c.�4n,ri � ���. �,.�c y Gr ��ri�� f� i r s�c-�.i � 5,�iz��kc� pc�s �, j��/1/1D1�lD� JI�n�E� �/L4rN�n,�s oF /�� l�2.4mlNG SclSTZ`�i � 5 /N Sr /��4.v1 - L�c.,� ��x �-y- �-2v,c.r f�c� - . D�rr4�c. � = PRo��� TEsr�n,v �4��r�nr�n9-r�oN oF I�2�s�ra�P,u�A-� Tc�� Ur" Ff/L�" ��1'21�1G2 L(.�A-L1. • "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 viotation 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 shalt not be valid." " O � PRIp� � � f � � . U tr1 � �� e - � .�--6�ne ineering �ink'� - Pi�ann ng BUILDING PERMIT APPLICATiOId DEPARTMENT CHECKLIST � NAME OF APPUCANT � � • APPLICATION RECEIVED �. Z- �. D 7 The Buiiding, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: ,�72.Z Accepted Accepted Witfi Corrections _ Denied Reviewed By: � Date: _ � �' °� Comments: ;,�.,�Y�'+� i�9.� f�r �4dt�i#it��t�l �ttf�m��tiot�! _ , ` `�, r � ( " 1/� .r . N r R.Q..-� �"C� .ni�� P � - i - t , wnQ r,: o..�.. G.. cl . r WW ,� ?' .e�!►t��li�i�lt�' �,'�,�18+c�t11„� P�at],, 2� F1'fl�3.�$.�,��..�B�iL't�� t a "The issuance or granting of a permit or approval of plans, specifica#ions and compu#ations shatl 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 sha11 not be valid." EROS10 CONTROt MF�SU ES FoR BUILDING co cTORS di or exc�vating f�' the p�ss °f r�ns�u�8 ��ulld�8 occurs, ths City of Whene�r 9ra �9 ���, Ths siemderds wiil reduce ths erosi�n of Pri�r Leke erasian cflr�tro! stender�ds tr�u€� ��AP so�s into the City's atcum sewet�, w�tenNays end toads. This t�andout provides you wlth the infcrmetton you need to ��!► with t�ese a�at�dar�s. pn erasicn c�ntrol pien w�l be a�eeted for the �ite as pert c# the permit ravisw process. Pai{ure 10 comply wlth the approved �an d� �n�udi�r► vvtil resul# in ths loss of the �1,500.00 deposit, plus the builder wlll pa�►�' the t�t of the ��� Build $ roCk c� �� � ����• The r� �struction entrenc� wlll The s�t fencs wi� bs M� �,� ba ��� �� foo�ngs. Spt fenc� w111 be required� e�s be ccnstnsded ���� ndiculer to and across rear or side ; n�eded, to inierc�pt weter flowln8 off the lct. Silt f�nce per�e _ dra�age swales ahell be 2D' lon8 aii curb at� a distenc� cf five fe t behind the �urb Hexc�Pt atthe j Siit fence wtil be tequired befiind line. The i0 extension may rocic censt�'uction entrence� and v�iti �ciend 10' beyend the pt°p�' be waived when the edje�t�ni lo! w� b eg� n �s uded�asDSOOnses the frost �S out of i F�r sprin8 r�t�s�dk�s�, sltt fencs Pests will be spacs�d et four feet �or I�s aQd ��dard T or U se ste �'f'he j �tock �nro.inch square or heavier v+►ee P�S construction et�b�nce shell be 20' � haU ��� ds�p and be construc�ted of 1' — 2' deer rock frorn the back �f the t�rb ta fhe froni of , � , . � It wi 1 be't �� s� s : 1. MaSr�afm the enirenc$ end silt #encs in workin� c�n+d�ion. 2. Ensure #het ell sub-conU'eotors snd suppliers use the %k p p �cntiu�ntit n finel �'tading and � �, }��ep the s�t fience and the rock eonstru�n er�ren�$ soddin8 �t� b�'► cormPleted e�nd !he drh►SwaY Pa�d. Penaltv for feAirNa to c�.:� ;' w�i' ��roston Ccntml '� 24 hours to correcl the vw m a' lf a deflciency is noted in erosian c��ro� °n � �$� n �.� � mHde, as the City will deficiency. 1t is importar�t that you inform the City consid�T the wotk undone u�til sc � d• �aUur� io r.onect ihe d�r►GY w�f'►ln this tlme will �nd tfie Cit�+ will d�ract a�ird Part�► to t�ared the wark. tesutt i� forteti�re of !he BuAdet�'s t3ePos� B �, �nspet�ions wi� t►ot in edd�iori to !he foifeltu�e, Yw� w�l be �Ated f�r the cest af con�ectiv r�sume ur�t11 e newt Bt�er's D�� i'�s been submitted. TypIGAL EROSION CONTRUL �� �R A STANDARD H�USE LOT ______- - SiltFaaoe �- ]�aoee ,�=- � � Rock Constr�xction Entxauc� . �b za�,. b��� �� �� �'� 6" min. � 1 "-2" Washed rocic � S1I�'TATION �'ENCE FOR ERCIS��N �O��.L. � �� ���� • 5et posts ond �c m 3'ost exce�va�� "�X4 - P a t'ha�iu►a ��� �mn. . . ���` o£?��� �e . ; ��.�, . --�"" 3 4 • s�sn � ' � �� � ���'�`� .� Lath �'�c ac �'�.�, �'-t"��' ADDIl'I�Nr�� COMMENTS FOR BUII.DTN6 PERMI'�` APPLICATIONS • Surfa�� sfiorm water drainage flowing i'p fihe perimefi�r of fihis lofi fio And f rom ad,joining properties musfi be ccnveyed to the roQdwcy ond/or �o the rear of fihe lot in drQirwge swaies wafihin fihe drainage easemenfi. � • Al! bare sail ar�as musfi be protected from �roding infio n�ighboring properfiies fihraugh the prop�riy +nsfialled and mo�nfiQined s�ifi fence or bales. . • The silt fence required by fihe erosion control pian musfi be insfinlled prior to ony eart�work being sfi�rted, • The builder is r�sPonsible far mainfiaining the erosion contro) mensur�.s unfiil the #urf is esfiablished. ��� �'':- - The rock cohstruc�ticn entrance mus� be . instolied afi fihe fiime of backFilling of ti�e �Foundafiion, . ,. ,. , , .... _ � s�ind�nw.p► N�o�oa�Ttowu. � � �� �' n�tcn'�s�a.� SEP—�5-2D�^ i l� 43 �� I T'�' �]F PR I OR LAF�E r�A I hdT P. �1��1 P,O. Box 1Z7 � 31051.eroy Avenue - Kew Prague, MN 56071 C J.J� C7U 1..11.�UU I� ll F.... �hone: 952•758-3969 • Fax: 952-758•2749 Sepiernbcr b aau7 Attn; t3�h Hutchin� City of Prior Lake 4646 Dakota Slre�c SE Privr I.ak� MN 55372 1tE: Thc Cutting Edgc commeroi�l buiidin� Dear Bob: Dcutsch Construction lnc. has been contracted by Crre� Siamoi�, awner �f Tl�e Cutting F.dge, to construct a new commerci.�l bl�ek build�ng at 5722 Crrays�on� Court S .F.., Prior Lake. At this timt, l'�eutsch Cnnstruction 1»c. will not lk applyi�l� for a buildin� permit to finish thn iiiurior ut' . the hUth tenant .r•�aces c�f this building. Thi� pCrmit is for.just thc shcll of chc building. If y�u have:ury yuestions, pl�as� f�el frr;�; to conl�ct n,c at tlic of�cr. . S � �� ccrely, � � � � '/� _ � �� `l V! t � Deut�ch seruetinn Iiic. v ` � � � � �� � � �� �� � � �� o�" TOTAL P.01 i / �=�� P.O. Box 127 � 3105 Leroy Avenue • Ne�nr Prague, MN 56071 ������ I�, Phone: 952•758-3969 • Fax: 952•758•2749 August 23, 2007 ATTN: Planning and Zoning City of Prior Lake 4646 Dakota Street SE Prior Lake MN 55372 RE: The Cutting Edge The memorandum for the new commercial building for The Cutting Edge, which a copy is attached, is asking for a submission of a soils report at this time. Deutsch Construction Inc. will have Gary Standish of Instant Testing, do an N-Value report at the time of digging the footing and will supply the City of Prior Lake with this report at that ime. D. �- � �� � . s��, �o �' Sincerely, Marvin J. Deutsch Deutsch Construction Enclosure 3' ' � VENT BUILDING IT I �THRU � i ROOF pdSSPECT � .��� Fr� f � L un� �� o �aarNO. 0 � - ° 15� 3 ., � z 'FD M�Z Q ACCEP AS SUBMITTED , �, 1 1, 2. � i, 2: ���?, � 3 � , �, ACCEPT E D W i T � f C � R R E C T t O N S A S N T E D 1 1�2 � b ,,,- �^,,\ 3 : n 1 1�� D R Y �� I O T A C C E P T E D- C O R R E C T 8� R E S U B M T j -�, \��' �� � `��� \ DRA N TTl@S@ C0�1'ItTI@(11S 8f6 fOf �/OUf !l1hN1Ti8�lOfl. NN W�pfIC SI'taN r011B �f�N�1'�` 2 , i. rsor� Ep�1. N � ���.,` `n fuN c�ompliance wRh a� appGc�bie buiding & zoning �- .�[Pvl< � 1 1/2' � ` f$ �fl(.�UC�i et@�'TTS f10� S � � �f9CJ��h► f10t8d �i 1�8 . ( i � ;� ��� �, ' • 2 � �, � ��. 2; 2 , `.�\ 3• THIS f'�4N SET ON SlTE AT 14LL 1'fMES. � 1 � DRY i 3 �,�'2' i � ���\ PAta !� � �� 3:� 12 1 DRAIN 2' !' 1 1/�" � 1 1� •�i. F�C.E. 2 � i z , �; � iz• ' Fn �' a � „ SkGr��� r�s �4o ar " � � 3' � 2• �' � `Q� i � i .'� i (� �i vMl�lN(a ��NA'�- i � .'� i 3 � i . 3' 1 1/C'y'� �.. 3 . 1 1/2 �� � 2 PLJ �g� N�` 3 .�� 1 1/2� 4' � 3r FD 3' � � a�^ i � � ��I��T �O� 1 1/2' ��� 3 C� rc v G-� V� �NC.`C' � � 3 , , g• 1/2' A PL ��� P�''' `� F°�' 2' 4• • r 3 N�tit3 .��+OIJ� t�` L- L./�V�J'N �� 3M 3 � FA < C`L Qe! l( � VENT PAN 3. THRU DRAIN �oaF M{{��f�SUTA D�PA�TT�IEIdT OF L�BOR & INDUSTRY 3 , 3 , 4 , Division of Const�ctic�t� Cndes antl Licensing DRY This is tn certify that at��� ia a duplicate copy — L A V DRAIN of i�e plan referretl to in the Report on the �— SH�WER 4• Plumbing dated SEp 1 1 Z007 — CLEAN ❑UT 3• co 6' BUILDER - WATER CL❑SET 3 , 4 ' SEWER SILLC�CK DRY 3 ' 3. TITLE p� `10P SINK DRAI DaG.D -��:r.. CUTTING EDGE ��� F ����� �wN�'�� STAIRS PR❑VIDED TO MEZZANINE Ms �2 N15��-�. ��z � � � i�2 � ��2 y � o P 1 1 �k : 1 1/2 1/2 � w.�w 1/2 T µR✓ 1 L � SO GAL. 1 1�2 WATER 1/2 �ATER 1/2 3/4 1/2 � CL 3/4 3/4 1/2 1/ /4 CL . 1/2 1/2 1 1 1 �' �� 1/2 3/4 � 1 1/4 i�� D� L i,z i,z � �63 � 1/2 1/2 1/2 CL 3/4 . � 1/2 1 1/4 MINNESO�A f��PA'�����T OF l.A�o� & INDUSTRY �iz 1/2 Division o� C (;�ies and Licensing li2 This is � c�4��Y #hat �►is ia a dupiicate copy 1 lia of the piara referred to in the �eport on the 3/4 SILLCDCK SEP 1 1 2001 1. 1 1/4 3�4 plumbing dated WATER 1 li4 METEa SIILCOCK L - LAV 3/4 SH - SH❑WER 3 � 4 3/4 ,� - CLEAN ❑UT 6' - WATER CLOSET ATER - SILLC�CK MAIN - M�P SIR1K TITLE D&D ��� � MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY Division of Construction Codes and Licensing REPORT ON PLANS Plans and specifications on plumbing: Cutting Edge, 5722 Greystone Court Southeast, Prior Lake, Scott County, Mmnesota, Plan No. 085 ] 90 OWNERSHIl': Mr. Greg 5imon, 11935 Portland Avenue South, Burnsville, Minnesota 55337-1523 SUBMITTER(S}: D& D Mechanical, 9025 West Highway 101, Suite B, Savage, Minnesota 55328 Plans Dated: Date Received: September 6, 2007, July 25, 2007 Date Reviewed: September 11, 2007 SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this plumbing system is connected. The review is based upon the supposition that the data on which the design is based are conect, and that necessary legal authority has been obtained to construct the project. The responsibility for the design of structural features and the efficiency of equipment must be taken by the project designer. Approval is contingent upan satisfactory disposition of any requirements included in this report. Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Ptumbing Code. A copy of the approved plans and specifications should be retained at the project location for fnture reference. A set of the identified plans and specifications is being returned to D& D Mechanical. INSPECTIONS: All plumbing installations mu,st be tested and inspected in accordance with the requirements of the Minnesota Pluxnbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be covered prior to completing the required tests and inspections. Provisions must be made for applying an air test at the time of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code. A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the finished plumbing inspection. It is the responsibility of the contractor/installer to �otify the Minnesota Department of Labor and Industry when an installation for a state contract job, licensed facility, or project in an area where there is no local administrative authority is ready for an inspection and test. To schedule inspecrions, ' contact the state plumbing standards representative for your region, or call 3im Peterson at 651l284-5889. REQUIREMENT(S): 1. All plumbing shall be installed in accordance with the Minnesota Plumbing Code (see Minnesota Rules, part 4715.0320). 2. Changes in direction in drainage piping must be m�de by appropriate use of wyes and bends. Sanitary tees are not allowed where the direction of flow changes from either vertical to horizontal or horizontal to horizontal (see Minnesota Rules, part 4715.2410). 3. A cleanout must be provided at or near the base of each stack (see Minnesota Rules, part 4715.1000). 4. Each horizontal branch drain pipe shal] be provided with a cleanout at its upper terminal, except that a fixture trap or a fixture with an integral trap, readily removable without disturbing concealed piping, may be accepted as a cleanout equivalent for this purpose (see Minnesota Rules, part 4715.1000). This shall include the sanitary branch serving the mop sink. Cuttmg Edge Plumbing Plan No. 085190 Page 2 September 1 l, 2007 5. The flammable waste interceptor shall be constructed in accordance with the Minnesota Plumbing Code, Minnesota Rules, part 4715.1120. The interceptor shall include: a. A minimum holding capacity of 35 cubic feet. b. At least 3 feet of depth below the invert of the discharge pipe. c. A water seal of not less than 3 inches on the inlet and not less than 18 inches on the outlet. d. The interceptor shall be located so it is readily accessible for service and maintenance. 6. Showers or combination showers-baths shall be equipped with antiscald-type control valves. These valves must be of the thermostatic or pressure balance type in accordance with ANSUASSE Standard 1016-96 (see Minnesota Rules, part 4715.1380, subpart 5}. - 7. Water closets in public bathrooms must have open-front seats. 8. In all buildings other than dwellings, shutoff valves shall be insta�led which permit the water supply to all equipment in each separate room or to each individual fixture to be shut off without interference with the water supply to any other room or portion of the building (see Mir►nesota Rules, part 4715.1800, subpart 6). 9. A full-way valve must be provided On the discharge side of the water meter (see MinnESOta Rules, part 4715.1800). 10. The plans show a combination fire protection/domestic water service within the property lines. The combination fire protection/domestic water service shall comply with the backflow protection rec}uirements of AWWA-M14, Chapter 6(1990) with the exception that the following statement is deleted from section 6.3: "At any time where the fire sprinkler piping is not an acceptable potable water system marterial, there shall be a backflow-prevention assembly isolating the fire sprinkler system from the potable water system." 11. The plans show that sanitary man�iole MH 101 is located within ten feet of the water service. The water service line must be installed at least 10 feet horizontally from any manhole, catchbasin, or any other potential source of contamination (see Minnesota Rules, par� �'t7? 5.1710, subpazt 3). This isolation c�istance must be measured from the outer edge of the pipe and the outer edge of the contamination source. 12. The copper pipe material to be used for the water service must meet ASTM Standard B88 and must be Type K soft temper or Type L soft temper (see Minnesota Rules, part 4715.0510). 13. Verify that the ducrile iron water service pipe complies with ANSI Standard A 21.15 or A 21.51 (see Minnesota Rules, part 4715.4510). 14. The PVC plastic pipe material to be used for the building sewer must meet one of the fallowing ASTM Standards: D3034, F789, D2665, or F$91. The installation must comply with ASTM Standard D2321 (see Minnesota Rules, part 4715.Q530). 15. Verify that the PVC plastic pipe used for the storrn water drainage outside of the building complies with Minnesota Rules, part 4715.0540. Cutting Edge Plumbmg Plan No. 085190 Page 3 September 11, 2007 16. Verify that the installation of the chlorinated polyvinyl chloride (CPVC) pipe is in accordance with International Association of Plumbing and Mechanical Officials (IAPMO) Installation Standards 20-98 (see Minnesota Rules, part 4715.0520). 17. The installation of cross-link polyethylene (PEX) tubing was speci�ed for the water distribution system. If all of the following requirements cannot be met, a different material that complies with Minnesota Rules, part 4715.0520 must be used: a. The fittings must comply with ASTM Standard F1807 or F1960. b. The system must be installed by an individual trained by the manufacturer of the particular PEX system to be installed. Certain manufacturers require installation by licensed plumbers who have been trained to install their material. c. All persons installing PEX materials shall have a card on their possession documenting completion of training by the manufacturer or his agent for the material to be installed. d. The tubing and fittings must be marked as required by tl�e applicable standard specification and with the appropriate ASTM designations by the manufacturer. e. The installation must be in accordance with the manufacturer's installation guidelines. 18. All solder and flux used for the potable water distribution systems shall contain less than 0.2 percent lead. Use of 50-50 solder or flux containing more than 0.2 percent lead is prohibited in potable water distribution systems. Any solder other than 95-5 tin-antimony or 96-4 tin-silver must be specifically approved by the administrative authority prior to use (see Minnesota Statutes, Section 326.371). Joints to be soldered must be properly fluxed with noncorrosive paste-type flux complying with ASTM Standard B813-00. 19. Verify that the cast iron pipe used for the drainage, waste, and vent piping complies with CISPI Standard 301-69T (see Minnesota Rules, part 4715.0570 through part 4715.0600). 20. Plastic pipe must be installed in accordance with Minnesota Rules, part 47I5.0580(F) and part 4715.0600. Above-grade horizontal runs of plastic waste and vent pipe cannot exceed 35 feet in total length. Above- grade vertical stacks constructed of plastic pipe may exceed 35 feet in total height only if an approved expansion joint is used. 21. All portions of the storm sewer system located within 10 feet of the building or water service line must be tested in accordance with Minnesota Rules, part 4715.2820. 22. T'he plumbing system shall be tested in accordance with Minnesota Rules, part 4715.2820. NOTE(S): 1. The scope of this project consists of the new construction of a warehouse/fabrication facility. The plumbing includes two restrooms, one bathroom, one mop sink, and five dry pan drains. The dry pan drains discharge to a flammable waste interceptor. 2. This facility will be served by new municipal sewer and water service connections. Cuttmg Edge Plumbing Plan No. 085190 Page 4 September 11, 2007 3. The plans and specifications were prepared by a licensed master plumber. Only the plumber who has prepared the plans may use the plans for construction. If another plumber is contracted to install the plumbing, they must submit their own plans and specifications for the project. Authorization for construction in accordance with the approved plans may be withdrawn if construction is not undertaken within a per�od of two years. The fact that the plans have been approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information, or advanced lrnowledge make improvements necessa.ry. Approved: J Scott A. Sawyer, P.E. Public Health Engineer Plumbing Plan Review and Inspections Unit 443 Lafayette Road North St. Paul, Minnesota 55155-4343 651 /284-5803 SAS:ss cc: D & D Mechanical Mr. Greg Simon Mr. Robert Hutchins, Building Official File -�� �, � �� �", ..---- �; � ��� �- �� ��D � MECHANICAL 9025 W. EtWY 101 SUITE B SAVnGE, MN SS378 ddmechanical(a�ywest.net Ph: (952) 89U-8288 Fax:(952)890-4650 9/4/07 Attn: Scott A. Sawyer ��i 7g9� �' ' • ��.,� ��j� Plumbing Health Engineer �q► -� .,, � ! `�� Department of Labor & Industry w � �� � Plumbing & Engineering � _ y 443 Lafayette Rd N. �' � �� - St. Paul, MN 55155-4343 � � ' �'bzEZtz� Enclosed are the revisions and additional fees for Plan No. 085190 Cutting Edge 5722 Greystone Ct. SE Prior Lake, MN 55372 Thaz�ic you, d avid J. Ste Master Plumber License #005199PM MINNESOTA DE�AR7���� Oc LA�OR & I°dDUSTRY Divisi�sa of i.�ns#r�ct��=; :.��cas an� Licensing ThIS iS � CeJ'tPfy th8$'�� :.� �� a duplicate copy of t�s plan r�ferre� to in the Report on the Fiu�nbing dated SEP � 1 100� I D � D --_ . ._.�._ MECHANICAL 9025 W. HWY 101 SU1TE B SAVAGG, MN 55378 ddmechanica�(n�awest.net Ph: (952) 890-8288 - ,_� 4 , Fax: (952) 890-4650 , � Cutting Edge � 5722 Greystone Ct. SE �����AN�� Page 1 of 1 Prior Lake, MN 55372 ' LcE�E� R �CC� t � L�� Please find plumbin�specificativns: `��� ^ Model # & Manufacturer 21-418 — Gerber Maxwell Handicap Toilet 12-654 — Gerber Wall Hung Lav L64621 — Moen Lav Faucet Mustee M-63MX Mop Basin Chicago CH897-MOP Faucet Bradford White 50 Gal. Electric Water Heater m-2-SOS6DS 67C-12 Woodfard Sillcocks Pi�e Materials and Standards MINNESOTA DEPARTMENT �F LA�OR & INDUSTRY Division �# ��►s�n�ct�� G�des ar�d C's�ensin9 Schedule 40 ABS Pipe ASTM mi e� �� ��r��y �hat this ia a du�licate coPY CI No Hub Pipe ASTM-A-888 0� tt�e pian refe�r�cf t� ►� �►� �P°� °� th� M Copper Tubing ASTM-B-88 Qj�9�lbl� i� SEP �, ����� L Copper Tubing ASTM-B-88 Wirsbo Aquapex ASTM-F876 ASTM F877 CPVC CT5 flow-guard gold pipe & Fittings ASTM D 2846 Stateinents: There shall be no interior roof drains. Master Plurnber License #005199PM (David J. S ka) Water system wiIl be disinfected with ,50ppm chlorine water solution to siarid for 24 hours. Master Plumber License #U05199PM (David J. a) C, .. �- � N co � o� �c_,.� d3 ��� 7v�ti S �°/�'1 I°� l, w �-+� ( s �' [+��� o.� ��,.� � �� � / C�� 2 � �h� ►� n ���-Y f'� �J d�t-,.0 s C�o 7 �/ V C� . � r , �. ,. � � S 7�?`�12c� ��VG/ �OZ-� /'��'$ �^� �T/Z�''zc.'� ���4-4 � ( .'V O 4.. � 5 r7'�GY� uJ �9- r�lZ-- �od2 ��r zc.< 7�� S��'9 .;, �o �T Y��� � ; � � C.Cii�4-T��'1- �/✓ l�t��l �.��L �`c�- �d�0 <� r�u(G � s � � `„� ! GL /.tis( I'`,r� �/� . G . j� /'�GT�I7tT i i .� I i � `3 � ,� .� � ;I �� Metropolitan Council i� Environmental Services August 15, 2007 Bob Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior La1ce, MN 55372 Dear Mr. Hutchins: The Metropolitan Council Environmental Services (MCES) Division has determined SAC for The Cutting Edge to be located at 5722 Greystone Court within the City of Prior Lake. This project should be charged 3 SAC Units, as determined below. SAC Units Charges: Warehouse 12,986 sq. ft. @ 7000 sq. ft./SAC Unit 1.86 Office ° ' • � 182 sq. ft: @ 240Q sq. ft./SAC Unit 0.08 Shower 1 shower @ 1 shower/SAC Unit _—_—�:98--' p � c-.c Tc St-► a� EQ- 8 f � �07 p�aN 5 Total Charge: 2.94 or� Z, The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions, call me at 651- 602-1378. Sincerely, < Jessie Nye SAC Technician Environmental Services Division JN:kb: 070815A 1 ✓ cc: S. Selby, MCES Bruce Caulfield, Caulfield Architectural Design www.metrocouncil.org 390 Robert Street North • St. Paul, MN 55101-1805 •(651) 602-1005 • Fax (651) 602-1477 • TTY (651) 291-0904 An Equnl Opportunity Employer Page 1 of 1 Paul Baumgartner From: Bob Hutchins Sent: Wednesday, October 17, 2007 10:42 AM To: 'Mike Solheid' Cc: Paul Baumgartner Subject: RE: Cutting Edge center bearing colume (forst protected ) ok ��� "*�-''�.-�'+ Robert D. Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 952.447.9851 Fax 952.440.4263 City Email Updates. Sign up now. -----Original Message----- From: Mike Solheid [mailto:mikesolheid@deutschconstruction.net] Sent: Tuesday, October 16, 2007 11:08 AM To: Bob Hutchins Cc: Bruce Caulfieid Subject: Fw: Cutting Edge center bearing colume (forst protected ) Hi Bob :�or your information and files. Please pass this on to the inspector . Job site is very wet. Will try to dig center ftg. next week, and call for inspection. Thanks mike ----- Original Message ----- From: Ronn Winkler --- - To: 'Mike Solheid' Sent: Monday, October 15, 2007 9:04 AM Subject: Cutting Edge Mike, Use 16" x 16" pilaster b�ock w/ 4#6 dwls to tooting under column in the demising wali where the footings have been lowered to frost depth. T! pier = 99'-4". Ronn A. Winkler, P.E. Winkler Structural Engineers 10300 Winter Place Eden Prairie, MN 55347 winkleren�� comcast. net 952-941-4826 10/22/2007 Page 1 of 1 Paul Baumgartner From: Bob Hutchins Sent: Wednesday, October 17, 2007 10:42 AM To: 'Mike Solheid' Cc: Paul Baumgartner Subject: RE: Cutting Edge center bearing colume (forst protected ) ok �x City of Pric obert D. Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 952.447.9851 Fax 952.440.4263 City Email Updates. Sign up now. -----Original Message----- From: Mike Solheid [mailto:mikesolheid@deutschconstruction.net] Sent: Tuesday, October 16, 2007 11:08 AM To: Bob Hutchins Cc: Bruce Caulfield Subject: Fw: Cutting Edge center bearing colume (forst protected ) Hi Bob : For your information and files. Please pass this on to the inspector . Job site is very wet. Will try to dig center ftg. next week, and call for inspection. Thanks mike ----- Original Message ----- From: Ronn W inkler To: 'Mike Solheid' Sent: Monday, October 15, 2007 9:04 AM Subject: Cutting Edge Mike, Use 16" x 16" pilaster block w/ 4#6 dwls to footing under column in the demising wall where the footings have been lowered to frost depth. T/ pier = 99'-4". Ronn A. Winkler, P.E. Winkler Structural Engineers 10300 Winter Place Eden Prairie, MN 55347 winklereng� comcast.net 952-941-4825 10/22/2007 ,�� p��-�,� (�4� $�z� ��-�s /�'�'� �/2I �.�°� �'Yl /�'Z v �/Z 7 /� ? /� �O ti`'�- �V� T�-�S L-�-�- ��� ��i �, 's" 4646 Dakota Street Southeast v r Prior Lake. MN 55372 "��n►�nr�s�"�� August 22, 2007 Mr. Bruce Caufield Architectural Design 9388 Erin Court Woodbury, MN 55129 RE: Plan review Cutting Edge Building 5722 Graystone Court SE Following are the results of the plan review for the Cutting Edge building. Our review was based on the 2007 Minnesota State Building Code (MSBC) which adopted with amendments the 2006 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2007 Minnesota State Fire Code (MSFC) which adopted with amendments the 2006 International Fire Code (IFC). The items are numbered the same as the August 8, 2007 plan review letter and additional comments are in italics. Items completed have a sfi�l��gl�-or have been eliminated. 1. Complete a Building Code analysis. IBC Chapter 5. Include the following: a. Occupancy Classification. IBC 302. Why is the New Frontier Lawn Care tenant classi�ed as an H- 4 occupancy? If required because of quantities of toxic and corrosive materials, provide calculations and information for storage of incompatible materials, exiting, ventilation, secondary containment, monitoring and liquid trght finishes, etc. IFC sections 2703, 2704 and 2705. b. Occupancy Separation. IBC 508.3. (Separated or non separated; Mixed occupancy calculation; Table 508.3.3.) It appears that the F-1 and H-4 occupancies must be in a separated use building. IBC 508.3.2.3. Change on plan sht. A1. c. Location on Property. Sheet A1 site plan: Provide a site plan indicating setback dimensioning from property boundaries to the closest points of building. d. Allowable Floor Area. Provide by the mixed occupancy calculation. �. Submit signed a Certificate of Survey. The Certi�cate of Survey must be signed by a professional land surveyor licensed in the State of Minnesota. ,��x � �� °�'� 11 Submit a soils report. Provide. -�r�Ac�►Nprprl ��g�Q, www.cityofpnorlake.com Phone 952.447.4230 / Fax 952.447.4263 i5. Will there be storage of or driven motorized vehicles into any area? If there is, state the number of vehicles and type of fuel source powering vehicle. Please clarify for the New Frontier Lawn Care tenant. �� 18. Provide a narrative describing the type of work and processes of the tenant occupants. Provide for �� � the N w Frontier Lawn Care tenant. �� � �(,Y,�n �Nh� - C,� 19. List t3�es, and quantities, location of storage of v� �D combustible and flammable and toxic liquids. . . � Please clarify for each tenant. 20. In-rack sprinklers, early suppression fast response sprinklers or other approved system that meets the National Fire Protection Association (NFPA) section 231c is required for all storage areas where the top of the pile storage is over 12 feet above the floor or grade. Is there rack storage of any type in either tenant space? ��oms 105: Provide 48" x 36" area on seat side of shower stall. MSBC 341.0458, Subpart 2. The seat and shower head need to be reversed. 5!� q 2 F�eac- �`''w'� �1'� S� l�r�+°S Ol` �'�-'�- 3�/�y Z ST'tcvorvQC�� 22. Detail 7/A4: Provide testing documentation indicating that interior wall meets exe-e� two-hour fire resistive construction. Provide. 23. Detail 71A4: Provide testing documentation of firestopping at top of �re barrier wall. IBC 706.5. Provide. �� �q�OOa.vV► Z �� V17. Provide documentation that roo�ng materials meet IBC 1508 and 2603.4.1.5. Provide. This review is based on civil and building plans dated August 14, 2007 that were submitted on August 16, 2007. The Engineering Department is in the process of reviewing the civil plans. The above items must be addressed before the building permit is issued. Questions, please call me at 952-447-9851. Sincerely, Robert D. Hutchins Building Official cc. Mr. Mike Solheid, Deutsch Construction. r ���� �� � 7 Memorandum DATE: August 8, 2007 TO: Jeff Matzke FROM: Robert D. Hutchins RE: Site plan review for Cutting Edge Building Following are the results of the Site plan review for the Cutting Edge Facility building. Our review was based on the 2007 Minnesota State Building Code (MSBC) which adopted with amendments the 2006 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2007 Minnesota State Fire Code (MSFC) which adopted with amendments the 2006 International Fire Code (IFC). 1. Complete a Building Code analysis. IBC Chapter 5. Include the following: wr+ IJ •4? G�d� 4��-� r�n�c�iS 86c�¢✓scFe� a. Occupancy Classification. IBC 302. ° ' K M J ��� � S�A�/p �SU ��S 3,L,3 L,�j-� �- r �o� � b. Occupancy Separation. IBC 508.3. (Separated or non separated; Mixed occupancy calculation; Table 508.3.3.) `,� d „� �n u c t� � l= ��x' GS f C��RoS �-� �,�_ `r �� �.Lt� �G�i`1�✓�d�l.✓ 3D'l .1 �2) , c. Location on Property. � e N �/� � w��-�� �rA '�� g�� �? d. Allowable Floor Area. { �, 4�� 3 Z ,,,�� + s e. Height and Number of stories.� �. , m� , t$ __�5� �-° �-�=- I Sr� 2 � �D ` f. Exiting. 5r ��.� v� I� �-� ��� I 32,� �,�► � �Z"' u' , g. plumbing �xture count. i3,c�a/,,,o : - baF ��� ��K i � . Sht A1: Accessible parking stalls are required to be 20 feet deep. MSBC 1341.0428 Subpart 6. ' . Sht A1 Door 100A: 18" clear space required on latch side of door. MSBC 1341.0442 5ubpart 6. � . Sht A 1: Provide width measurements of Accessible parking and loading aisle. 4. Provide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department". Indicate on Site plan. Locate by Fire HydrantlPN and Fire Department Connection. IFC 1001.7.1. � J:�L.ETRMEMO\Cutting Edge\cuttingedge07DRC.DOC � �� �7 3� I 8s . _ �- -----, - �, � 3 ,�� , 2 0 d � 4� iD' �� ` �t S � '; � � 'l� � q I S, S�P � i 55_.. -,. " - 3ti _ --- - �° - �=�30 �_�-��-4�0 _ _. _ . ___._ �._- - -- --- - , � �.� 4 � �.zS] 3 ��= 5�,`� 0 o � r � � ��/!S �� � rJ `�OD �4-- �--�'"'__..._� f � SJ�Oc� �c '� p L � ' ` " t � � (oD ( ota � °,��ti �t, j �o 1�,��0 � �-,,S�nxSR'°1 � t�5�� ,c�,�,� b. �'�3 � �('j �-- � c�� � c� (J V� � 1�-� � ° �°b � 3�^ `r I , Z� �o, 4�Z �°14 f ,�3� _ ,�5 :� � � � (�-. , �S��Submit signed a Certificate of Survey. The following are building plan comments: 6. Submit signed HVAC, dust collection, plumbing, �re/smoke alarm, emergency ���J` - lighting/exit signs and sprinkler plans. Provide signed drawings of roof framing system. May be submitted at a later date. �If provided, indicate means of lawn irrigation. Provide detail of lawn sprinkler service stub valve and backflow prevention details. rJ If pertinent, provide access to Mechanical roof top units. 9 An S.A.C. determination must be completed by the Metropolitan Council Environmental Services. Contact Jessica.nve@metc.state.mn.us . Presently, there is a charge of $5025.00 per SAC unit which is collected at the time of the building permit r issuance. 0. Submit Energy Envelope Calculations. MN Energy Code 7670.0100 LCK(�Cr � � ubmit a soils report... ��� �� j, . Submit the Structural Engineers requirements for Special Inspections IBC 1701.5. {,�3. Provide address numbers on building IBC 501.2 �`14. Provide interior ventilation for all areas. Paxking areas requires minimum 0.75 CFM � per square foot of floor area. MSBC 1346.0404.2. Office areas require 20 CFM per C� occupant. MSBC 1346.0403.3. � Will there be storage of or driven motorized vehicles into any area? If there is, state the number of vehicles and type of fuel source powering vehicle. 16. If parking 4 or more vehicles is provided in either tenant space, a separator sha11 be � �� installed into which all oil, grease, and sand bearing and/or flammable wastes shall be ��� discharged before emptying into the building drainage system. Minnesota 5tate ��v�` Plumbing Code 4715.1300 Subpart 6 and 4715.1120. �,,� 17. Separate tenant finish permits are required. � 1. Provide a narrative describing the type of work and processes of the tenant occupants. . List types, and quantities, location of storage and Material Safety Data Sheets (MSDS) of combustible and flammable liquids. Sht. A1: What type of occupancy is esignated as an H-4? 2. In-rack sprinklers, early suppression fast response sprinklers or other approved system that meets the National Fire Protection Association (NFPA) section 231c is required for all storage areas where the top of the pile storage is over 12 feet above the floor or grade. � g � �iQc� 7 , 21 Rooms 105: Provide 48" x 36" area on seat side of shower sta11. MSBC 1341.0458, Subpart 2. - 2 . i 4 2� ., . . . , -� .. � . ' 2. Detail 7/A4: Provide testing documentation indicating that interior wall meets one or two-hour fire resistive construction. �L3,J Detail 7/A4: Provide testing documentation of firestopping at top of fire barrier wall. ��IBC 706.5 �27. Provide documentation that roofing materials meet IBC 1508 and 2603.4.1.5. . Install Fire Department key box by front door. An application is received at time of building permit. This review is based on civil and building plans dated July 24, 2007. Other code items will be addressed when the final plans are submitted. The building plans must be reviewed by the Cities Developmental Review Committee (DRC) which consists of representatives of Planning, Engineering, Parks, Finance, and Building Departments. The DRC must approve the site plans before a building permit can be issued. 3 ./_ , �J��V �TSG f� � ��� � � °� Memorandum DATE: August 8, 2007 TO: Jeff Matzke FROM: Robert D. Hutchins RE: Site plan review for Cutting Edge Building Foliowing are the results of the Site plan review for the Cutting Edge Facility building. Our review was based on the 2007 Minnesota State Building Code (MSBC) which adopted with amendments the 2006 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2007 Minnesota State Fire Code (MSFC) which adopted with amendments the 2006 International Fire Code (IFC). 1. Complete a Building Code analysis. IBC Chapter 5. Include the following: a. Occupancy Classification. IBC 302. a�b. Occupancy Separation. IBC 508.3. (Separated or non separated; Mixed ccupancy calculation; Table 508.3.3.) {��r-�i�t.� �(,µ� a,�R. c. Location on Property. d. Allowable Floor Area. e. Height and Number of stories. f. Exiting. g. plumbing fixture count. 2. Sht A1: Accessible parking stalls are required to be 20 feet deep. MSBC I341.0428 Subpart 6. 3. Sht A1 Door 100A: 18" clear space required on latch side of door. MSBC 1341.0442 Subpart 6. �3. Sht A 1: Provide width measurements of Accessible parking and loading aisle. ✓4. Provide fre lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department". Indicate on Site plan. Locate by Fire Hydrant/PIV and Fire Department Connection. IFC 1001.7. l. J:�LETRMEMO\Cutting Edge\cuttingedge07DRC.DOC ` y 5. ubmit signed a Certificate of Survey. /� , l �$-(.,c,�.�o � �a�U 1��,�.� The following are building plan comments: . � 6)Submit signed HVAC, dust collection, plumbing, fire/smoke alarm, emergency C ,�,��}., lighting/exit signs and sprinkler plans. Provide signed drawings of roof framing system. May be submitted at a later date. � 7. If provided, indicate means of lawn irrigation. Provide detail of lawn sprinkler service &` stub vaive and backflow prevention details. <</ 8. If pertinent, provide access to Mechanical roof top units. ..� k_ � An S.A.C. deterznination must be completed by the Metropotitan Council Environmental Services. Contact Jessica.nye@metc.state.mn.us . Presently, there is a charge of $5025.00 per SAC unit which is collected at the time of the building pernut issuance. ✓ 10. Submit Energy Envelope Calculations. MN Energy Code 7670.0100 �A�c t� 1 5ubrrut� oils r ep r�. �}Qtc�/4�, Q op.R- �►«, � (�e�cw.�. � a I ax � as R9��'�' � " 1 � �/�►'� �� <�2. Submit the Structural Engineers requirements for Special Inspections IBC 1701.5. �13. Provide address numbers on building IBC 501.2 � � Provide interior ventilation for all areas. Parking areas requires minimum 0.75 CFM �'' per square foot of floor area. MSBC 1346.0404.2. Of�ce areas require 20 CFM per occupant. MSBC 1346.0403.3. 15. ill there be storage of or driven motorized vehicles into any area? If there is, state � .the number of vehicles and type of fuel source powering vehicle. � ��/�, � Jei parking 4 or more vehicles is provided in either tenant space, a separator shall be installed into which all oil, grease, and sand bearing and/or flammable wastes shall be discharged before emptying into the building drainage system. Minnesota State Plumbing Code 4715.1300 Subpart 6 and 4715.1120. ,/ 17. Separate tenant finish permits are required. �� Z,�►. ��.�.�- 18. rovide a narrative describing the type of work and processes of the tenant occupants. 9. ist types, and quantities, location of storage and Material Safety Data Sheets � �, ,�✓ MSDS) of combustible and flammable liquids. Sht. A1: What type of occupancy is }�`` �designated as an H-4? � � � • 20. In ack sprinklers, early suppression fast response sprinklers or other approved system p� at meets the National Fire Protection Association (NFPA) section 231c is required ��� `, for all storage areas where the }�of the pile storage is over 12 feet above the floor or grade. �C �0 �1C.�4N tp �1.�•�• 21, oms 105: Provide 48" 36" area seat side of shower stal MSBC 1341.0458, part 2. �`d U1.7 Q,.l„�,. '0'Csn-- �l`'�a+�-� Eq.✓, 2 � THE DAMA CO. FIRE DEPARTMENT KEY LOCK BOX AUTHORIZATION AND ORDER FORM PLEASE READ ORDERING INFORMATION: 1) This order must be signed with the signature of the authorized Fire Department officiai on file with the DAMA C0. 2) The key box will be shipped to you without any keys and will be locked in the open position. Contact your local Fire Department for specific mounting requirements. 3) Please include 6.5% Minnesota sales tax and shipping charge. 4) Full payment must accompany order. Make check payable to THE DAMA CO. 5) Allow 1-2 weeks for delivery. CUSTOMER INFORMATION FIRE DEPARTMENT INFORMATION NAM E: SHIP TO: (DO NOT USE A P.O. BOX) Company ' PRIOR LAKE FIRE DEPT. Address AUTHORIZED FIRE DEPT. SIGNATURE Clty/St/Zlp ORDERS WILL NOT BE PR CE ED WITHOUT AUTH IZED F IGN R ` Attention of: ORDERED BY: DATE: Company �rCJT'v�t� C,�NSr'�►�no� � �NC - INSTALLATION ADDRESS Address �( DS L�EI�oY I�-tv�• �-O.go,C�Z'1 � REQUIRED BY FIRE DEPT. - ATTACH LIST IF MORE ROOM IS NEEDED City/St/Zip [� cw �RAI�c.�, MN � o� I r�7 ZZ,,, � T'o Nc CT. S. �. Name & Ph # �11K� �c,t-i�l� !o[2°fo85-l4So ��IoCL ��� �� ��TtTNV �p���� ORDER FORM - Payment must be submitted with order MAIL TO: ITEM QTY PRICE TOTAL DAMA-MP INC. P.O. BOX 47824 S2-SURFACE MOUNT (NO MTG KIT OPTION AVAILABLE) $107.00 PLYMOUTH, MINN. S3-SURFACE MOUNT $131.00 55447 S3-SURFACE MOUNT W/TAMPER SWITCHES $168.00 DARRYL SUNDBERG R3-RECESSED MOUNT $160.00 763-559-3660 R3-RECESSED MOUNT W/TAMPER SWITCH $186.00 � MOUNTING KIT (OPTIONAL FOR S-3 & R-3 MODELS ONLY) $ 59.00 SUB TOTAL SHIPP�NG & PROCESSING CHG. $9.00 SUB TOTAL WITH SHtPPING CHG. MINNESOTA SALES TAX, 6.5% TOTAL AMOUNT ENCLOSED White & Yellow Copv - DAMA CO. Pink Conv - C;i�stnmPr G '� � v�Hd : �JI l�J,�! '� � Tt=� t lOIJ '_t�4�� -t��-��� jH � / j � �1res#one Built�ing Pro,du�ts c�� lulaslc G1ass Re(rtforced Facer ��a ��+ �� Flat and Tap�r�d ��: _ `.`���,"' �'�; ;� ` Foam Core b.acrlpaon: .4 �- F;rostone i$O 85+ (iL Aat end �pered rt�of fr�,latlon c�r►siata af e claesd-call polyfsocyenurete fosm core Ismineted tp a black plaa� #� � rotnferced mat iacer. Flat and tapor�I 1S0 9b+ GL pravtde �tandlr� Thicimess" p7'Ti�"' Thk�mmaa' �� thermal pafivmianca on commercial roofln0 applla�tla�a, whib �'" �.E� ��Il98 i p�'o�+'d1�0 paeidve roof tap drsinsge to elimin�te �ndinp wetQr when � S. �.5 1b.3 ta�pered !90 95+ pL �e u�i. 1, i B.6 2.8 15.9 A�l Firesffine �yis�cyenurets insuladau use EPA apce�ed biowlnp 1.2 7 . 2 2. 18.6 apents end quallfy under the Fedet�al Proc�re+nsM Regulatiort of 1,3 7.8 2.9 17.2 Recycled Meterial. Ftet and mperod ISO 96+ GL wlth teoGorc! Foem 1.4 Technalogy Inccrpprgta� a HCFC-f�ee btowing apeni th�f daae net 8.4 2 . 9 17.9 +�16ute m Rhe dspletlon of tttie amona jODR fiaej. 1,5 9.0 3,Q 18.g Advu��' 1.9 9.S 3.1 18.1 1. Ol�rtdina tham�et petformar�e. 1,7 �1b.3 3.2 19.8 2. Mesta FM a450 and UL 125g for dlrect-to�e�-deck applk�tlona. i.8 10.9 3.8 3. Comp�Ibla wtth baHsstmd. tutl y adhered and mechanhr�qy 20.4 ettached slnpRe-ply, madited b{turnan and Iwilt-up rooAng sy�e►r►�• 1.8 f 1.6 3.4 2f.1 4, Avall�ble In fiat baard� 4' x 4' (1,22 m x 1.22 m) ancJ 4' x B' (1.2Z m 2.0 72.1 3.5 x 2.44 Rt) In ihickneso rar�InQ flom 1.0" {25.4 mm} ta �.0' 21,7 5101.8 mm?, 2.1 12.8 3.B 22.d 6, Avsllabla in tspered bpArda 4' z 4' (1.22 m x 1.22 m) end 4' x 8' 2.� 13.4 (?.22 m X 2.44 rn) wRh slop� rat�g�n0lF+om i178" perfac�t (.596) m 3 . 7 23.0 �i" Pd� laot {49b). 2.3 14.0 3.8 23.7 ' SPeeMlo�flon Camptianas: 2,4 14.� 3.8 2�4.3 A3TM C12aQ, Type II, Cla� 1 ' 4.D 28.0 FM C���App,� ;, �" {f�l �u��a ?5.4 mm {mAUmetsca) Man�caued in an iS0 9002 ReQlst�red Facality � Tetm Tharm�l Reai�nce {LTYR) valuea Provide a 15-yea�r wNghted n+rorage in atxordAnce wfth CANNLC Si70. Ms�hod et q�1le.qon. Ineulatlon ��I! be neaHy fltted b all roof pened�tlane, Proj�ns ar�d � i • naNars, No mc,rrs h�rlarion shalt be lr�lted then cen be covared wlth Phyelcal ASTM mambr�na end t�rrtpleted beforo li�e and ot eaoh dey'� work or befare EC�ht j� Velu� v etria tha anset of trtderrient weattter. .�ue� I$0 96* GL Aat end � ��� eivs" D 1621 20 poi 138 kPa Fatrtenel'e �i plete$,� m� !» inslatlbd u�lnQ. Hot asph�it, aer�ltY D 7022 2 P�f 32 k m' Fil�pn� gp�rpy� ingulfltlor� e�dhesives. gi �� ���Op Nryer ot Flne�eu h�on may �t � Dtmen�l Stabllfty D 2128 e296 � �a A11d F�rACHUfltlfli; 1. Kasp Inoulsiton dry at all amea. Moleh,ro Vapor E 98 a1 Perm sb7,5 2. Elevate Inwlatton above �►e detlk ot pround. Tr�nemiseion 3. Gover tnsulatlon with waYeeproof mrpa, np/(Pa.s.rrr�) 4. Flammable. Keep awey fiom flre end ignftlon eaur�. 5, Qo nat InataN ove� wet, damp ar uneven cub�a�es, Weter Absorp�cn C 209 <1 �i by <� � by 6d+ �ub S n 4wr Mwi a�olc: vdurrre volume filakneue 1.0 �i.1` 9,2� 9.a•.3,9' �.�' Servk�e Tempera�tre -100° to 73 to � 2.02B' 3.879^ 4,373' d.5° '° - 250°� 121°C "� A+�+ th7z kPa> avai(able upo►, requeat Pittist�M Btt!ldltfy ProdUt� Wm ��" ."� m "�'""�•oroa��a� , .. � � �9rasedonel 8h�d. Cerr�l, indlsn� �32 �� �u ^�ar � �na� �`�'„� � a� ma0tl�ipa+aa Seles: (�0} 4Y8.4442 • Toehnkel (�00) d1B�a,51 i '" �a'd•�n'"r ro�a�naqY ra+n. �.amr w� wumra � w�en ro� wmuxa me� es �aawa. KGr�a+r a1w r m+�w �ewkirr d. autlivr� Q a� �y 5o wppwl. qnr,�e yyymm„ PAPKN� Ina 1 r+tem�tA , �drau:http•llwww.�,p� �rhweeeu�oW�yn.a��.oua�wa�ne�.e�+arna �wie�maaaowemyra +m �hwas a ro. �m dun.pR, �ne ro�rrha» �ra.uw � raK+mre ro,�y nw a�nwne. ') ��� ll�l �`-'N �»n��UJRI,� ialU?'1 Iin'1 'll 't.a(1 �AI,:�'�.I /IlIl7 'ftl'�!�H � � �JN� � �]I tJd! � � T�� t IOW �! tJfi?-��-�q IH ' �;.Y Expanded Pbl�rs#yr�ne /nsu/a�tan RayLite• brand expar�ded polystyren� (EPS) is a Iightwelght closer! cell, rigid insufatlon formed by the expansion of poly- styrene beads in � closed rnofd. RayLitt� has excelient long term �`� � �herma) and molsture resistance, Raytite� fs available in a vartety of densfties, sizes and shapes for your construction, Geofoam, � , packaging and pEM applications. � .�, Raytitev EPS meets or exte�ds TM C57 specifications through , strict quality rtontral using state o e art manufa�turing technoi- r ogy, Raylitem is U� !is#ed, FM approved and third party inspeeted .. � by RADCO. Sinte 1966, DlversiFoarn Products has been an industry �'' '` ��� :; ;: �� leader with a strong commitment tc engineering �xceilence, cam- petitive pricing, outstanding quality and eu�tomer servlce. All expanded polystyrenes ar� not treated equai. By specifying Raytitem brand E�S you can be sure yau are getting the very high- est quaiity materials for your application. Like other polystyrene products, RayLitem EPS is retycta6le, Typita/ Physica/ Pr�perties of RayL�'te' EPS lnsulat�an S' Reference A�TM CST&95 � I VIJI If tx U�tlt�s AS77N'�et !1� 1.75N 1.5# 2� inimcun or D1 2 0. 1,15 1.35 1. Thewmel ucbvity at F r.) 1�7 w L318 0. 3 4,Z2 4 0. K factar at 40° �(sq, ft�(FAn.) G.24 b.?.35 O.Z2 0.21 � ��° � Q.26 . 5 4.24 0.2 Therma! AezistarKe ai 25° f per ind� 4.�5 4.54 4JG 3 Valu� R �t 40° P thEckn�s • 4.17 4.25 4.55 4J6 � �° F 3.85 �.9z 4.17 4.35 Properti� Compf�h+e 9Q9b OeformaUpn psi D1629 t0�t4 53-18 t5-71 25�33 Pir�anal pyi C�03 25•30 3Q-32 40�50 55-15 ���Q psl D1523 16�20 f72t i8�22 23-Z7 Shear pai D732 18�22 73-25 , 26�3�? 33-37 Modulus af E Ps� : 28U-3IQ 370�i10 450-500 600-640 Nbfstw+e ReslStarxe 180-22fl 250�314 320-350 480-5d� � �� �� E96 Z.a5,0 1.5�3.5 , 1A-3.5 O.b-2.0 ��•� �b QTZ fess than 4.0 less than 3,0 less than 3.0 less than 2.0 ����� • • none none none none ent m �� ��.)(�7 D695 0.000035 0.000035 O.OD0035 Q.000035 Ma�nmum Servlae Tempereturc - � � 167 . tb7 167 187 lrrtermitterR 190 180 �8d 180 Alt uaiuea besed on data avallahfs irom Huntsman Ghemical Corporetion, Nc�VA Chem4ca! Compery, and BASF Corporation. �,/� Ga�tion: Like rnoet construcdat meterie�ls, EPS is oombuetlble and may constltute a flrs hazerd 'rf irnprapeMy (netal�ed or stored. �� Cuman! model butlding code roqt[(rem�nts should be met (or adeQuate protectlon or separa�on irom accupled areae. w �� ������ � �� _� www.divsratfaem.com ROCKFpRD, MN b6373 MENDOTA, IL 0134� or e-mslt us et,• Qp91 CoGt►ty fl0a,d 50 Pa. Bwc 819 lnfo�divera�foem.com Ph.: �83-477-5$64 � 1101 Lori Lsu're !� 763�77-b863 Ph.; &15-53@-3221 Fax: 815-639-3433 /',d 17.G1.'' u�n�)lU�la aalu?�i �iL�l 'l� '!,In �n�,JQC;i l+lf�7 �n7•�ny � � � � �� � << i ____ - _ -- ��. C �-fJ �,.c..�.� - '4c.. �..�--c�-.s C�J� z � ° v � _ �._ __...__ �__ ____ �. __.____._ ___�. �.....�. � 3 �� . o - �� �. � g — �e� � � - _ �._..___� ____.__'_��_-`�__ ---- - -� - � ��j- ---__._�. �.,. D ��.s��� _[�� _ 13�C�oo ,� �f o. _ .+ ___= -- --� �► � �. .�._5 __ �� o00 . ' ___ _ _ ___� _ �___ ___�..______ �^� _________�___._ � __�___�. _ -���--� __________`.� Z- 0 3 � �- . ._�.__._�. S� �._ �- � a �` , �_______._____ __.__ -----__ - - ____ , _ __ __ ., � �..�._ + � � _ .___ _ _ �_ _... _____ __ .�_ ._ �_. M�._ _ _______ w_ __ � __ _ _.___.___.�__ __ _ ___�._ � .�.._._____�_�.� . -- w � _ _�- -_� ____ _�_ �.�_4_. .___.__�___ _ _ _-- - - .__ ____.�.,._..____ ___ � - :� .._.�..__..._,,F_�._. __. .. a._ ___ - _.._-------- -__._�_-_a�._______._u ,_.___ __.___.._�. � i __ ��---- ----- _ .. __ . _�..._. _ .._�__. ___._._�_.___ . -- ---____,_ _ _..�._.______ , 1 , --- - _w_....._._ *._____... _ ._._____._. � ...__-- -- ---- _ �' << .._ .�;.--- -- _____._ _.______,a..._._.._._,.,.__. _ ___.__._ ..____ _ _ ___._ .._.__. �._..._.. �._� ..Y. _ __ _. �._ _ _ _� .._ . _ _.__ ___ ___ __ ___ �_ __- - - - - - --- - - - -- - - - -- -- ---- ' ------- i ►_ v0P FROM: T0:6514591358 P:2 I1:38a Concece Materlals Inc 15074517131 P• RATED FtRE �iESISTIYE pER10DS Based an Tat�le 438 Uniform $uilding Code ,�. As AdopCed by the Minnesota Buitding Code. Rated Pire Resistive Periods for W�lts and Partit�ons of Goncrete Masonry Mihimam Equivalent Thicknes�•• fcr Ratings et; Type �of Aggregate a Hour 3 Hour 2 Hout 1 Haur Expanded Clay or Shale S.! � Q.B� ti7.p 2.6� Sliceaus Gravel 6.2" 5.3" 4.2" 2.8" '"Equivaient thickness of masonry unn is dete�rnined � dividing the net volume of the u�it by the ar�a of the face. The thickn�ss af Gypsum Waliboard, Portland Cement PI2�ster, or 1.5 t+mes the thickness af Gypsum Ptaster appiied ta the wail may be included in deterrnining equivalent thickne�.s. �iRE RESISYANC� 1N HOURS PtOMWAL FACL= EQUlYAL.�Kr FlRE S�OCK SHEL#. Nt�B NO OF 7t 7HtCKN�SS REStSt'ANCE SQE• THICKNESS THICKNESS COA�S SOLID (1NGt1ES) (HRS,) � t�wce twce 4x8Xt6 1' 1" 3 75 2.72 -- 1 4x@x16 SOL/0 — — 100 3.62 ..~ 1 1 6x8x18 t' 1" 3 58 3.Z6 . t t 6x8x16 i�F" 1` 3 73 4,1 t 2 6x8�c16 • 2` t" 3 67 4.9 2 3 6x8xtfi SOUO -- —� �00 5.62 3 3 SX8x16 1 S;" 1" 2 51 3.89 1 2 8�x16 1'K" 134' Q 64 4.65 2 3 6x8xt 6 2Y" 17S" 2 �'7 5.86 3 4 $x8�c16 SOLID — — lOQ 7.62 4 4 12x8�ct 6 1;S" 1 X" 2 49 5.72 3 4 12xBx16 2;C' 1 iS' 2 57 � 6.9 4 4 Cane�re�e 2 , M..�.. r� 5EP-5-�07 t�D 21:26f-tM ID: ��'�''� GA-&04-2006 FiRE RESISTANGE DESIGN MANUAI. .�LLS AND lNTEi210R PARTlTIONS, Nt]NCC11UlBUSTtBLE GA FI�E NO. WP 152b PRC3PRIETA 2 HOUR 55 to 59 STC FIRE SOUND GYPSUM VitRI.LBOARO, RESIUEI+IT CHANNE�S, STEEI STUDS, MINERAL FIBER INSULATICIN �.,..__�.W_.._. .___.�____ ... . Resdisnt channets 24" o.c. attachad at right angles io QNE S#DE af 3Vz' 20 gage steal ���,�! ��' �'�� ;`;�'� ;',�, ; j studs 24 O.C. Wi�h one �fs" Type 5-12 drywall screw at eaah stud. Base tayer +tz" '', '' , '�', ";' � ,''' , � proprietary rype X gypsum waliboard or gypsum veneer base ap� at rlgM angles to ��_ i �• Y i_� ,, � t�; 1 1 ;; t �-� chsnnal� with 1" Type S dryv+ral! screws 2�1" o.c. Fsce lay� 'f:" ProP�fefi�ry type X -- -- - --- -- -- gYpsum waflboard ar �ypsum vanser basa applied at ri�ht engles to channe�� w�t� 1 -, ---� Type S drywalt screws 12" o.C. 3" minaral tiber insut�tbn, 2 pcf, fi�tion flt in stud 8pac�. � OPPOSITE SIDE: One 18yer +/s" propriet�ry type X 9ypsum waliboerd applied paralkel to l`hickrieas: 5�/s" studs with 1" Type S-12 drywa�ll screws i2" o.c. Approx. Weight: 9 pst Joints staggered 24" each layer and side. (NLB) Fire Test: UL R131�141 through 145, 2-11-87, PROPRIETARY GYPSUM BOARD UL Design U453 American Gypsum Company - t/x" Fire8loa� Type C ��� Test: RAL TL83-215, 9-2-83 BPB Arrrerica inc. - �!s" ProRoo� Type C Gypsum Pansla BPB Can�a Inc. - �/:" ProRood4 Type C Gypatim Panets G-P Gypsum - fh" ToughRocJt� �reguerd� C Lafarpe Norih Art�erica Inc. - �lz� F�r�Ched�'�pe C Nationaf Gypsum Company -�h" Gokt Bor� Brsnd FtRE-SFfIEID CTM Gypeum We�board Temple-In4and F�est Products Carporatian - �h` TO-C United S'tates Gypsum Gompany -�/s° SHEE'FROCK�i Brend FIRECODEA C Core Gypsum Pa�els GA FILE NO. WP 1821 G 2 HOUR 55 to 59 STC --- FIRE SOUND OYP�iui41 w�4U.BOARD, S'rEEI �7UD8 Base layer +/�" type X gypsum walEboard or gyp�um v�e� bas� appMed p�'�1ei ta � side of 3�/s' st�l studs 24" o.c. witfis 1" Type 5 drywe��l stx�ws 24" o.a Fst�s layer �h' � tYPe x 9YPS�m waElboard or gypsum veneer base apptled paraNei to sact� side with lsla" � Y���� Y� S� Type S drywsN scr�ews 12" o.c. .;' ''r � Y' 'r' 'r Joints stagge�d 24" each layer and side. Sound tested �ih 3�/s" gl�sa tlber Mctlon tit in � �, ��� stud space. (NLB) Thidc�sss: 5�h' Approx. Welght 9 paf Fire Test: See WP 1545 . {UC. 9-7-84; ULC 80T499, 3-26-81, ULC Design W414) Sound Test: NRCC 815-NV, 2-3-81 GA FILE N0. WP 152 GEN 2 HOUR 55 to 5S STC FIRE SOUND L3YPSUM WALLBE?ARD, Sl'EEL $TUD8 Base Isyer s/�" h�Pe x 9YPsum waEfboard or gypsum ver� bas�► �p�ed paraflei or at riflht angles to each side of 3s/s" steel studs 24" o.c. wlth 1" Type S drywatl screMrs 24" o.c. Face layer f!s" type X gy�sum ws�board or gypsum �reneer baee applied peraNel or at ';' ��, �•� 1 l � �`� �ight angbe to ead�► slde with lsia" Type 5 drywa4 screws 12" o.c. Joints staggered 24" each layer �d side. Sound tested with 3�/:" glass fiber frkx{on flt in ''� r i a `�'� stud space. (NLB) Thk�cttess: 6�b' Approx. WeigM: 12 paf Fire T�t: See WP 1548 (WHI-495-0238� 1-30-80) Sound Test: NRCC 818-NV, 2-3-81 . " n ct t e manuf�cturer vr more etai a#ron an pmpriet�ry products. �0P FROM: T�:6514591358 P:2 i1:38a Concete �ater�als Inc 1S0?4517131 P• RATED FIR� iiES15T1VE PERIODS 6ased o� Table 43B Uniform Building Cod+e ,.. As Adopted by the Minnesota Building Code. Rated Fire ResisUve Periods for Walts and Partitions of Concrete Masonry Minimum Equivalent Thicknes9•" for Rat}ngs of; Type �of Aggregate 4 Hour 3 Hour 2 Hour 1 Naur Expanded Ciay or Shale S.T � 4.8" 3.8" 2.6" Siliceeus 4ravel 6.2" 5.3" 4.2" 2.8" "Eqe�ivalent thickness ot m�sonry unft is dete�nin�d by dividing ihe net volume of the unit by the ar�a of the f�ce. The thickn�ss of Gypsum W�Iiboard� Pertland Ceme�t Plaster, or 1.5 times the thickness of Gypsum Pta9ter appiied ta ihe wafl may be included in deterrninirtg equivalent thickness. �IRE RESISYANCE IN HOURS NOMiNAL FACE �p�rya�M ��� BLOCK SHE�L wE8 NO.O� �c THICKNESS RES�STadcE SQ_E' 7FiICKNESS THICKNESS CORLS SOLID (INCHES) (liRS.) HWCB LWCS 4xVAlV I� �� J 7�7 2.!!. � 1 4x8x16 SOLI� — — t 00 3.62 .... 1 1 6n8�c18 � t' t" 3 58 3.Z6 � t t 6x8�cf 6 t f�" S' . 3 73 4. � f 2 6x8�c16 � 2" t" . 3 87 4.9 2 3 6xBsct6 S4Ua , -- 100 5.62 3 3 8x8Xt 6 1 Y+" t" 2 51 3.88 1 2 Sx8xi 6 1�" 1�" 2 64 4.Sa 2 3 BxBttS 6 2!" 1�S" 2 77 5.96 3 4 8X8X1 S SOLlO — — 100 7.62 4 4 12x8x16 1�" 1�G" 2 49 5.72 3 4 1?�c6x16 2X" 1 is' 2 57 6.9 4 4 Conerete 2 . �,� SEP-5-�007 WED 11:26F�M ID: ��'�' � � GA-600-2006 FIRE RESISTANCE DESIGN MANIJAL .ALLS ANQ INTERIC�R PARTITION�, �lONC4MBL�STIBLE GA FILE NO. WP 152� PROP'Rt 2 H(7UR 55 to 59 STC �IRE SOUND � GYPSUM WAI.GBORRCt, RESI�lENT CHANNE�B, 3TEE� S"fUDS, MlNERAL FIBER iNSUL.ATION .._ � ----�--_--- � Res�lient channels 24" o.c. attached at right angtes tu DN� SIDE a! 3Vz" 2Q gage steel ���� d� � ��' ��, �. �_ �_ _.� siuds 24" o.c. with ona �/x" Type 5-12 drywall screw at each slud. Base tayer �/s" ���t proprietary tYP� X 9YPsum w�ifboard or gypsum veneer bsse applled aE �Ight angles to � k, a a�, 1 i.I, ��� 1� i ;; � �� channels with 1" Type S drywall screws 24" o.c. Face I�yer �/x" pro�ry lyPe X --- --- -� � gypsum waliboard or gypsum veneer base appfied st right angiea tv chanrs�s with la/s° �__ __ =� ' 7ype S dry+xali screws 12" o.c. 9" minera) fibe► insuiatbn. 2 pcf, fricfson flt in stud space. OPP051TE SIflE: One IaYer'/z" praprletary type X gypsum waliboard applied parrallel to 7hickr�ess: 5�/z" siuds with 1" 'Fype 5-12 c4rywaU screws 12" o.c. Approx. Weight: 9 psf Joints staggered 24" each layer and side. (NLB} �ire Test: U� R7319-141 through 145, Z-11-87, FROPRtETRRY GYP$UM BdARD U� Deaipn U453 American Gypsum Company - �1:" Fire8loo� Type C �� Test: RRL TL83-215, 9-2-83 sPB nr�erica �nc. - +�:• FroRoc� rype c Gy�aws„ Par,�a BPB Caneda inc. - +is" PcoRoc� Tj�pe C Gy�esn Par�efs G Gyp�um - +/:' ToughRodc� F�guerd� C L.efarge North America Inc. - �/:' Firectw�dt�f Type C Nadonal Gypsum Company -'is" C3old Bwid� Brand FIRE-SHIELD CTM Gy�um 4Valtbosrd Temple-Inland Forest Produds Ccxporat�n - '!z" TC3-C Unitad �ates Gy�sum Company -�/s' SHEETROCK� Brar�d FIRECOOE� C Core Gypsixr► Panela GA FILE NO. WP 1�Z1 GENERIC 2 HOUR 55 to 59 3TC FIRE SOUND OYP8UM INALLBOARD, STEEL 87'1!!DS Base layer �!s" ty� X gy�um wallboard or gypsum veneer base applied par�et � s�ch , side of 3;/e" sEeel studs 24' o.C. wiUt 1" Typa S drywsq screws 24' o.C. Facs tayer �ht" - type X gypsum wallboard or gypsum veneer b�e gpplied RaraEle! �o � side a�tt► 1�h" �-- � �,1. ���;�, Type S drywaN saews 1Y o.c. � ., ,; �� �.+' `y ' �, i � +� Jaints sfsggered 24" each layar and side. Sound t�Eed wkh 3�/s" glaa� Aber irk�fon ftt in � stud spece. (NEB) Thldcr�as: S�/e" Ap�pro�c. Welght: 9 psf Fira Test: See WP 1545 . {llC. 9-7-84; ULC 80T499, 3-26-81, ULC Design W414) Sound Test: NRCC 81rNV, 2-3-81 GA FlLE NO. WP 15�22 GENERIC 2 HOUR 55 to 59 STC -- FIRE SOUND 6YPSUM WAI.l.80ARQ, STE�1. STUDS Baae layer ah" type X gypsum wa�csard or gypsum vense�r 6�e �pNsd perafiel or at �ight angles to each sic,� of 3;/a" �I studa 24" o.c. wifh 1" Type S drywaa s�xrewvs 24" o.c. �„ Faae tayar 6l: type X gypsum waHboard or gyp�um � bese appNed par�Fbi or at � 1 4, ��� t right ar�giee4 to each side with 1`Is' Type S drywall s4raws i2" o.c. , Jofnts stappered 24' each layer and side. Sound teated vvqh 3Vs" gless iiber frictlon fit in �' E' � 1 � '� i" � stud space. (NLB) Thiciu�sss: 6�/�" Approx. Weigfrt: 12 paf Ftre Ti�st: Ses WP 1548 {V1M1�95�0238, 1-30-80y So�tnd T�t: NRCC 818-NV, 2-3-81 . * on ct t e mancifaaturnr r more etailed a#fon on prr�prietsry products. ,� FRDM� T0:��74245 P:1 P.O. Box 127 • 3105 Leroy Avenue • New Prague, MN 56071 WI (�(J 1,�,�,i�� 1�. Phone: 952•758-39b9 • Fax: 952•758•2749 August 28, 2q07 Ath�: Bob Hutchins City ol'Prior Lakc 4G4G nakata Streel SE Prior Lak� MN 55372 ltL:: The Cuttiizg Edge w�n��nercial buildinb Dear Rob: Deutsch C�nstruction Inc, has been can�racted hy Greg Simon, ovv�ier nf Tk�e Cutling Edge, to construct a new com�xi.erciat block buildins at 5722 Cmayst�ne Coun 5.�., Yrior Lake. At this ti�tic, Dcutsch Constnaction Ine. wil{ not bc aPPlying for a buildilz� permit tv finibh thc itttcrior of the east side �ti this buildin�. On tbe e�t c�f the buildin� thcre will only be the �our (4) outsidc walls. 1t°yuu havc a�ny qucstians, plelse feel free to conts�ct me at the office. Sincr;roly, �� Marvin J. utsch Deutsch onstruction tnc. � � Permit # Permit Date COMcheck Software Version 3.2.1 Envelope Compliance Certificate Minnesota Commercial Code Report Date: 07/O6/07 DatB fllename: C:\Documents and SettingsWdministrator\My Documents\Cutting Edge\Comcheck.cck Section 1: Project Information Project Title: the Cutting Edge Construction Site: Owner/Agent: Designer/Contractor: Prior Lake, MN 55372 Greg Simon Bruce Caulfield the Cutting Edge Caulfield Architectural Design 11935 Portland Ave. South 9388 Erin Court Burnsville, MN 55337 Woodbury, MN 55129 952-890-8899 651-769-6865 brucecaulfield@msn.com Section 2: General Information Building Location (for weather data): Scott, Minnesota Climate Zone: 75 Heating Degree Days (base 65 degrees F): 8499 Cooling Degree Days (base 65 degrees F): 695 Project Type: New Construction Vertical Glazing / Wall Area Pct.: 2% Buildi�a Tvee Floor Area Warehouse/Storage:10,001-25,000 ft2 13600 Section 3: Requirements Checklist „ � t .- . Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or R-Value R-Value U-Factor U-Factor Perimeter Roof 1: Non-Wood Joist/Rafter/Truss 13600 0.0 25.0 0.039 0.045 Exterior Wall 1: CMU >8" with Integral Insulation, Furring: None 7148 --- 2.0 0.177 0.068 Window 1: Metal Frame:Double Pane with Low-E, Clear, SHGC 130 --- --- 0.350 0.520 0.65 Door t; Solid 1�2 --- -. tf.125 . p.4�}3 Door 2: Solid �`00 -- --- 0.080 f�.� 13 Floor 1: Slab-On-Grade:Unheated, Vertical 4 ft. 500 --- 10.0 -- — (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requlrements: ❑ 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. ❑ 2. Windows, doors, and skylights certified as meeting leakage requirements. ❑ 3. Component R-values & U-factors labeled as certified. the Cutting Edge Page 1 of 2 ,ation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a .�ianner that achieves the rated R-value without compressing the insulation. ,. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the Minnesota Commercial Code requirements in COMcheck Version 3.2.1 and to comply with the mandatory requirements in th Requirements Checklist. 7•�.� Principal Envelope Designer-Na e Signature Date Project Notes: Contractor: Deutsch Construction 3105 LeRoy Ave. New Prague, MN 56071 952-758-3969 the Cutting Edge Page 2 of 2 Page 1 of 1 Mike Sohleid From: "Benton G. Ford" <BFord@Rehder.com> To: "Bruce Caulfield" <brucecaulfield@msn.com>; <mikesolheid@deutschconstruction.net> Sent: Monday, August 13, 2007 4:02 PM Attach: Deerfield Boring Data.pdf Subject: Cutting Edge Boring Logs Gentlemen, Attached is a PDF of a portion of the original geotechnical report for the Deerfiefd Industrial Park. The Cutting Edge lot falls about half way between borings 13 and 11 and are likely to be most like 11. The pavement recommendation for the parking lots is also attached. I will use the recommendation of 4" of bituminous over 8" class 5 for my section. Please call with any questions. Ben Bentot� G. Ford, P.E. Rehder & Associates, Inc. 3��1 Federal Drive, Stiite 110 Eagan, MN 55122 G51-�5��-5U5I Fa�:651-452-9797 bfol � 8/14/2007 � ��j,� ��' LOG OF BORING I NTE RTEC Braun Project AV-04-03270 BoxnvG: ST-13 GEOTECHNICAL EV.ALUATION LOCATION: See Attached Sketch. Proposed DeerfieId Industrial Park County Road 87 and County Road 21 Prior Lake, Minnesota DRILLER: MM/MB METHOD: 3 1/4" HSP., Autohmr. DAT'E: 4/6/04 SCALB: 1" = 4' Elev. Depth feet feet ASTNx Description of Materials BPF WL Tests or Notes 955.4 0.0 Synnbol (ASTM D2488 or D248'7) 954,5 0.9 SC •. � CLAYEY SAND, fine-grained, black, moist. � To soil LEAN CLAY, dark brown to brovm, wet, medium. (Glaciofluvial) 6 951.4 4.0 ML SANDY SILT, brown, moist, ioose. (Glaciofluvial} 10 � � 948.4 7.0 �� ML SILT, brown, moist to wet, loose. 8 � (Glaciofluvial) 0 946,4 9.0 o NII. SANDY SILT, brown, moist to wet, loose. �� (Glaciofluvial) 8 X 944.4 ii.o � CL LEAN CLAY, with Sand seams, brown, wet, rather soft. �° (Glaciofluvial} 5 � h 0 941.4 14.0 • c SP- :�• . POORLY GRADED SAND with SII,T, fine- to �� SM : : mediam-grained, with GRAVEI„ brawn, moist to 24 � waterbearing, medium dexue to loose. � (Glacial Outwash) v N � N � . � � 934,9 20.5 END OF BORING Water down 19 fect with 19 feet of hollow-stem auger in °' the ground. � Water not observed to cave-in depth of I6 feet < immediately after withdrawa[ of ttie auger. � Boring then bacicfilled. � � a V 0 N y O O 0 �] V < m � K m AV-04-03270 Braun Intertec ST-13 page 1 of l . ; ��e ti �� , •_ \y ��� � \ � � \ /% � � � . i �f , � � �.� � , � � j � � ��� � J, f `"""._ .�� ,�� � � j � x c � \ ti � J '� \ ��• '``�,�h. �� � t ` a � / ��---'--,.—,_ `��� � � �r � �� \ � — , ^ "'r '"`�, � \ \ � �' _ � `'�, r �, � ���.r t I .A.d.�J...�_,4.lA.l.A.f.J.1�-�.W.,L.I a aosoC� '� � i 4 — } • obe a co a s.oa Q° � soao�eme°aee o�o Qeaeao"o 0 0 9 O O O 0 O 0 m 6 O O O O p p C �` t ` � '� c a o .o a o. a � � ' �• i' '�� .3 /'� � ao e uQ �ane o � / r � t I ao u ; 1 � '��� � , �' �e ' o° �e o �� � � � ! ) �'1_� a� n � , ! i t_�:.J G oa, � � �` ! ' ft!t7�n �y � o tl \ � � o e �• 1� ._ - VV et4J i C7 ` � °a �POQ `. � i '�. f � o��aQO i ��, � ��6e � \\ , ` � � � � � � e¢e � _ � l '_��__ .. l' � � � � ! �,\ ---�. ` i� � "` �'"� � ! � { �c� \ �^ o ' �.f , � ��► '�1\ � y { � �• � / � ° � � � ,� ��`� i �� � , s � � y` �, 7 J � \ � � � J `�o;e; �� 1 / \\\\\\} 7 , al��{5 )jj \1 �\ ��/ ��aO9p, ` � �. � �� S � ` + , � ���^ �� / "` � ��9a 1 ^' /' � / � Q09G t ` � _.,�� '\f 1 a o�e / T`_ ( t � OpO , 1 1 I � OQpO l 4 ,� j ! � � , � _'�'.� � �`� / [.../ � � � i 'Z r � , � ,� f � �� \ ' si-�2 ,� � � T � e �` o otloeQ ,. �� •��__ �� ' �� � �:. �`~���':�-� i�` `= :.----`�:--" �� t �i ' �\ �"-� � . i � �..���-------� ��- \ �`\, �-v '�.`�- -_ ' K � y a ,,____ ~ .:t�� � � � � 4 � � ,� �aw� �i � � �� `\ f j j f �t � ` ' \ . 1 � J � � t � , j � ��� � I � DENOTES APpROX1MATE LOCAT{OH OF t � 4 � �-.. � _� � 5 � �! � � _ _.../' S7ANDARD PENETRATION TEST BORING „ �� + y � , � . ��r'�� � � j i n �i � ��� �� LOG OF BORING INTERTEC Braun Project AV-04-03270 so��: ST-l.l GEOTECHNICAL EV.ALUATION � LOCATION: See Attached Sketch. Proposed Deerfield Indnstriat Park County Road 87 and County Road 21 Prior Lake, Minneso#a DRILLER: G�-JJMT METHOT�: 3 1/4" HSA, Autohmr. DATE: 4/6I04 SCALE: 1" = 4' Elev. Depth feeY feet ASTM Description of Materials BPF WL Tests or Notes 956.6 4.0 Symbol (ASTM D2488 or D2487) CL SA.NDY LEAN CLAY, black, wet. (Topsoii) 954.6 2.0 CL LEAN CLAY, brown, wet, medium. 7 (Glacisi Till) 952.6 4.0 CL SANDY LEAN CLA'Y, witli a tracc of 5ne Gravel, lenses of Sand encountered at about 13 feet, brown, wet, 8 medium to rather stiff. � (Glacial Till) 0 > 9 �: � � 0 •a 10 � k � ° 3 � � � •� 11 H > U A N � 12 936.1 20.5 END OF BORING Water not observed with 19 feet of hollow-stem auger in � the ground. 0 Q VJater not observed to cave-in depth of 10 feet a immediately afrer withdrawal of the suger. � Boring then backfilled. � � m �. 0 0 N • O O � U • 6 m � Cr m AV-04-03270 Braun InteRec ST-1 S pagt I of 1 443 Lafayette Road N. � MINNESOTA DEPARTMENT OF (651) 284-5005 St. Paul, Minnesota 55155 �BOI� & II�IDUSTRY 1-800-DIAL-DLI www.doli.state.mn.us TTY: (651) 297-4198 �� . August 7, 2007 D & D Mechanical 9025 West Highway 101, Suite B Savage, Minnesota 55328 . Gentlemen/Ladies: Subject: REQUEST FOR ADDITIONAL INFORMATION Regarding Plumbing at Cutting Edge, 5722 Greystone Court Southeast, Prior Lake, Scott County, Minnesota, Plan No. 085190 We are NOT able to grant approval at this time of the plans and specifications submitted for the above-designated project. The following comments outline the changes and/or additional information that must be submitted so that we can further evaluate the plans and specifications for compliance with the standards of this department: 1. The utility plan that was submitted indicated that it was a preliminary plan and not to be used for construction. In addition, hand drawn revisions were made on the CAD drawing. Provide a revised utility plan that will be used for construction. Since the location of the project is within a city of population greater than 5,000, the plans must be signed by the registered engineer that designed the drawing. Hand drawn revisions on a CAD drawing will not be accepted. 2. Revise the waste and vent riser diagram to show that the sanitary branch serving the mop sink, the shower, and the 2-inch floor drain is at least 2%z inches in size (see Minnesota Rules, part 4715.2310). A maximum of six drainage fixture units is allowed on a 2-inch sanitary branch. 3. Based on a maximum developed length of pipe of 170 feet and a building water pressure at the meter between 46 and 60 psi, and using Minnesota Rules, part 4715.3800: a. The building supply line must be at least 1'/4 inches in size between the water meter and the cold water distribution branch serving the water heater. b. The hot water and cold water distribution branches serving the water heater shall be at least 1-inch in size. Revise the water riser diagram to address the water sizing issues addressed above. This information can be provided to you in altemative formats (Braiile, large print or audiotape). An Equal Opportunity Employer D & D Mechanical . Plumbing Plan No. 085190 Page 2 August 7, 2007 4. It appears that the water heater will be located on the mezzanine level. Water heaters must be installed so that they are capable of being reached safely and quickly for inspection, repair, or replacement without requiring the use of tools or the removal of obstacles, panels, or simiiar obstructions (see Minnesota Rules, part 4715.2240). Indicate if the water heater is located on the mezzanine. If it is located on the mezzanine, indicate if a permanent means of access (e.g.: stairs or permanent ladder) to the water heater is provided. . 5. The plumbing plans were reviewed for this project and it has been determined that the submitted fee payment is incorrect. The plans show three water closets, three lavatories, one mop sink, five 3-inch floor drains, four 2-inch floor drains, and one shower. The fixtures listed above provide a total of 49 drainage fixture units, which requires a$250 fee. In addition, the project includes one flammable waste interceptor, which requires a$70 fee, for a total regular fee of $320. Since you have decided to accelerate the plan review, which requires a double fee, and since you have already submitted $440, you must submit an additional $200. Please submit the requested information promptly so we may complete our plan review. No construction related to the above-referenced plans shall begin until approval is provided by � our office. When submitting additional information, please zefer to Plan No. 085190. If you have any questions, please contact me at 651/284-5803. Sincerely, - �,�--- Scott A. Sawyer, P.E. Pub�ic Health Engineer � Plumbing Plan Review and Inspections Unit � � Construction Codes and Licensing Division SAS:ss cc: Mr. Robert Hutchins, Building Official Scott A. Sawyer, P.E. C-c� �-�" (� �0 z�-�` g/ � � � � ` t� � Sz�-�- — -- - � � «_ _ �� � � �-�' o�� - - F t��r D«s�.. _P �_v_v �,,,.�- c,v � �T�fi 1'� �4s �. ��v'� eE. �4cc..� t R� P/�?-tz- -- -- --- �'`'� - -- - ---- --- _ . -- --- - _ ��1�---�1(�11.1�, - -- ------- - - --- �c."�'/� c�.- � n� GI �-�� D 7Zar`+S �tf' -!� q,[��G- '� - �fL� Gc?!� ct� - - ----------- --- _ - �i4 �� _� �.,�,,s� c� �'Z� �-- - - -- ----- ---------- u. �,,, c�- _ ' ------ - ---- -r'�- . --M �__� � S c�,,.��'S - - - - - - ----- ----- -- - -- ----- - - --�-� �o 0 o S • t� . �- - -- - - - -- - - - - -- --__—_.- -- � -- --- - -- - -- --�1��. � t�- _ - � o !`� � �,,,� -- -- ---- `� �c�� l -�-� - ?-�'-7- '�' S i3 � ---- -- - -- - - - --- ------ -- ---- -- 'p�.�7�-Gc. 7 �° /�v �� �1/Z�S �' �'o P o� W�-c.�, - �v c�s` t��sc��F 0��� �� �ti -- -- --- -��t��-- - ---- - -- - - -- -- -- --- -- - -�� -4 — ------ - -�� ��(� 5 Sy S — - - --- - - - -�'�C�� �_ t_�11 �.. �N S',�'�G 4 r� ----- ---- -- ---- -��� � � / ����� - ---------- - -- - -- - ------ � �,�"�� — -- -- --- -�:� � - - ���� � �G/L1 Q� p� sr �Y�"'�'��-/r/O� --- - -- -----'--- ---"- "--- ------ -- - - - — - - -- - '--'-- -- - -- ---- ---- --- ---- - D�5_T ����-t�� Gt l3 --�--- S1 �MC - I- -- - - — -- ----- — --- - - -1�1'_�_'-�_�_a�� _T�_� f�v4�-1 1-FG- --- :_ -- :,�r oF PR��� CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd � � TEMPORARY CERTIFICATE OF ZONING COMPLIANCE � �, I �. 0� � � AND UTILITY CONNECTION PERMIT � �/C�E t�✓ 07, M��'NES��P I Whne File PERMIT NO ��. O 2 Pmk City 3 Yellow Applicant � Please e or rint and si n at bottom) ADDRESS ZONING (oteice use) s�az G ��- LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER (Name) ��c1 t� � � � � �-� � S (Phone) (Address) BUII..DER Q ^ /� T (Company Name) � � �2 �j �I' V Q V' 'Fl Y` C ` /` � C � �`" (Phone) � � � "� a � 1 ' S ' 1 � (✓ (Contact Name) l �7 y0 ,,�' q � � � 1L � � (Phone) (Address) � �'►�( p J '�" � {N� rV - � � TYPE OF WORK ❑ New Construction ❑Deck ❑Porch ❑Re-Roofing ❑Re-Siding ❑Lower Level Fimsh ❑ Fireplace ❑Addit�on ❑Alteranon ❑Uhl�ty Connection CODE: ❑I.R.C. ❑I.B.C. ❑ Misc Type of Construction: I II III N V A B pROJECT COSTNALUE $ 2 d ; �aD. C7CJ Occupancy Group: A B E F H I M R S U (excluding land) � Division: 1 2 3 4 5 I hereby certify that 1 have hirnished information on this appl�canon wh�ch is ro the best of my knowledge tnie and correct I also cert�fy that I am the owner or authonzed agent for the above-mentioned property and that all construcnon wtll conform to all exishng state and local laws and will proceed m accordance wrth submitted plans I am aware that the buildtng officiat can revoke this per for �ust cause Furthermo , I hereb agree that the c�ty official or a Qes�gnee may enter upon the property to perform needed mspechons X � � � O ` v /U �/ ( � O 7 S nam Conuactor's License No. Date Permit Valuation �� o � � Park Support Fee # $ Permit Fee $ 3 , d� SAC # $ Plan Check Fee $ 2�� � 3�' Water Meter Size 5/8"; 1"; $ State Surcharge $ �� � � Pressure Reducer $ Penalty $ Sewer/Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permrt Fee $ TOTAL DUE $ > f'� �. ,7S T' A a' n B comes Your Building Pernut Approved Paid � ' Cei t No. `� �� /� � Date , B . m�� fticia� ace This u to cert�fy that the requcst m the above apphcation and accompanymg documents is m accordance with the Gry Zonmg Ordmance and may proceed as requcsted Th�s document when signed by the City Planner consututes a temporary Certificate uf Zonmg compliance and allows construcnon to commence Before uccupancy, a Cerc�ficate of Occupancy must be issued Planning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 4646 Dakota Street Prior Lake, MN 55372 CITY OF PRIOR LAKE DRC PROJECT REVIEW CHECKLIST . i PROJECT NAME; CUTTING EDGE � SITE PLAN PROPERTY OWNER: Greg Simon PROJECT ENGINEER: Rehder and Associates — Ben Ford CONTACT PERSON: Marv Deutsch 952-758-3969 SITE INFORMATION PID #s• as-�so-oo�-o LOCAT(ON: The site is located at the end of Granite Court within the Deerfield lndustrial Park. Lot 1 DIP 7th Addition . PROJECT REQUEST: Review Site Plan. DISTRIBUTE TO: APPLICATION FOR: ♦ Frank 8oyles' Jennifer Wittkopf Administrative Land Division ♦ Paul Snook* ♦ Larry Poppler Comprehensive Plan Amend. ♦ Ralph Teschner" Ross Bintner Conditional Use Permit ♦ Jane Kansier Home Occupation ♦ Danette Moore Rezoning ♦ Bob Hutchins ♦ Site Pian ♦ Fire Chief* Preliminary Plat ♦ BillO'Rourke" PUD DNR - Pat Lynch ♦ Minnegasco Final Plat Coun H. De t. Watershed Dist. Variance MNDOT ♦ Telephone Co. Vacation Int ra SMDC ♦ Eiectric Co. (Minn CIC Piat Valle * Mediacom Cable Met. Council Date Received 7/13/07 Date Distributed 8/2/07 Date Due 8/15/07 Complete Application 8/2/07 Date Distributed to 8/2/07 DRC 8/16/07 Date DRC Meetin Publication Date NA Tentative PC Date NA Tentative NA CC Date 60 Da Review Date Review Extension I:\07 files\07 site pians\cutting edge\referral.doc Page 1 I have reviewed the attached proposed request (Cuttinq Edqe Site Plan) for the following: Water Ci Code Gradin Sewer Storm Water Si ns Zonin Flood Plain Coun Road Access Parks Natural Features Le al Issues Assessment Electric Roads/Access Polic Se tic S stem Gas Buildin Code Erosion Control Other Recommendation: Approval Denial Conditional Approval Comments: Signed: Date: Please return any comments by Wednesdav Auaust 15, 2007, to Jeff Matzke Planner City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 Phone: (952) 447-9814 Fax: (952) 447-4263 e-mail: jmatzke@cityofpriorlake.com 1:107 files\07 site plans\cutting edgeUeferral.doc Page 2 CITY OF PRIOR LAKE BUILDING INSPECTION DEPARTMENT COMMERCIAL & MULTI-U1�1IT FIRE PLAN REVIEW CHE KLIST Project Name: � v � Ca �D � �� ° 7 Job Address: �� 2 �7R��'' S'�+� ��• LS" 4(od •� �"'� • Provide access roadway for fire apparatus in accordance with Section 503 of the International Fire Code (IFC). This includes the following: (� All-weather driving surface. IEC 503.2.3 (�, 20 feet of unobstructed width. IFC 503.2.1 (� 13 feet 6 inches of vertical clearance. () Adequate turning radius capable of supporting fire appazatus. IFC 503.2.4 e radius is: 4 feet for a sprinklered building. . � 60 feet for a non-sprwklered buildmg. Dead end access in excess of 150 feet long sha11 be provided with a turnaround. IFC 503.2.5 • Access roadways shall be extended to within 150 feet of all portions of the exterior walls of O �. the first story of any building per IFC 503.1.1. Where access cannot be provided, an approved fire protection system shall be provided. •�.n adequate and approved access for Fire Department equipment must be provided during � construction. If on site pavement is not provided when construction begins an approved roadway surface must be installed with approved dimensions which will support fire vehicles and equipment. • Non-sprinklered Building: Fire hydrants are required per IFC 508. All portions of the exterior of any non-sprinklered building must be within 150 feet of an approved fire hydrant. � 5 �FG S�S . I �xc.2- • Sprinklered Building: Buildings with a sprinkler s�m req�one hydrant within 150 � feet of the fire department connecrion and a hydrant(s) within�Q feet of all portions of the �l � exterior. The fire department connection shall be located on the front of the building. The PIV must be located a minimum of the height of the building away. vide not less than one standpipe for use during construction. Fire sprinkler/riser permit uired before building permit issued. InYernational Building Code 3311. �� � Submit 8-1/2 x 11 inch site p1an for development of emergency response plan. � Submit plans for underground storage tank installation to the State Fire Marshal for approval. Upon approval, submit approved plans to the Building Inspection Department which will conduct the inspection and testing. • Provide information or see instructions as indicated below for special hazards. Please supply information, plans, specifications, as applicable. () Places of assembly, IFC Cha.pter 10. () Cellulose nitrate storage in excess of 251bs., IFC Chapter 42. () Storage and handling of combustible fibers, IFC Chapter 29. () Garages, repair, IFC Chapter 22. 2 () Dry cleaning operation, IFC Chapter 12. _�( ) Application of flammable finishes including dip tanks, spray booths, etc., IFC Chapter 20. () Welding and cutting operations, IFC Chapter 26. () Refrigeration equipment using other than air or water and more than 201bs., IFC Chapter 6. () Compresses gases, flammable, IFC Chapter 30. O Compresses gases, non-flammable, IFC Chapter 30. O Cryogenic fluids, IFC Chapter 32. () Explosives or blasting agents (storage or use), IFC Chapter 33. � �� ) Flammable and combustible liquids, IFC Chapter 34. ��) Hazardous chemicals, storing and handling of hazardous materials including � toxic chemicals, poisonous gas, hazazdous waste as defined by DOT and EP ' regulations, IFC Chapter 27. �(� ) High piled combustible storage, IFC Chapter 23. � -- This includes requirements for fire sprinklers designed for proposed commodity - and storage arrangement, building access, access doors, smoke and heat removal, curtain boards, and hose connections. () Liquefied petroleum gases, IFC Chapter 38. �� All hydrants shall be accessible to the fire department apparatus by roadways meeting above requirements. Hydrants shall be located within 5 feet of the curb so that apparatus can pull along side for the connection. City design manual • Provide fire lanes for fire apparatus response. Signage should read: "No Parking Fire Lane by order of the Fire Department." Location and number to be determined. : Provide numbers of addresses in such a way to be plainly visible from the street or road fronting the property per IFC 505. Numbers shall contrast with their background. •�� ownhouse projects must have directional signs designating the numbering sequence of units r each individual roadway. • � °� Provide approved key box to be installed in accessible location per IFC 506. This is required � when access to a structure is unduly difficult or where imxnediate access is necessary for life safety or fire fighting purposes. Key boxes sha11 contain keys to gain necessary access. Key boxes also recommended for building where entry may be delayed and to prevent damage as result of forcible entry. Obtain order forms from the Building Inspection Department. Fire extinguishers are required for this project per IFC 906. Extinguishers are required to be a minimum 2AlOBC rated and located within 75 feet travel distance of a11 azeas. This distance decreases for more hazardous occupancies. Location and size to be determined. • Submit plans for required fire protection equipment to the Building Inspection Depariment per IFC 901.2. Requirements based on the 2003 Minnesota State Building Code. Submit two copies of detailed shop drawings before installation to receive approval and permit. (One copy will be returned.) The contractor should submit installation permit application with plans. Automatic fire extinguishing systems (sprinklers). ) Sprinkler systems of more than 20 heads must be monitored by an approved 24-hour sta.tion. ( ) Fire hydrant systems. ) Wet standpipe systexns. Fire alarm systems. Cooking appliance and vent extinguishing systems. ( ) Fire pumps. ( ) Other extinguishing systems. � ire alarm plans must be submitted by State licensed electrician or low volta.ge contractor. • Protection systems insta.11ed that are not required are subject to approval by the Fire Department and must meet code requirements. �� CUSTOM DESIGN FIRE PROTECT Page 1 WAREHOUSE & FAB Date Hydraulic Desiqn Information Sheet Name - THE CUTTING EDGE Date - 10-05-2007 Location - 5722 GRAYSTONE COURT, PRIOR LAKE, MN. Building - WAREHOUSE #1 System No. - 1 Contractor - LIFESAVER FIRE PROTECTION Contract No. - Calculated By - DOUG CARLSON Drawing No. - 1 Construction: () Combustible (X) Non-Combustible Ceiling Height - Occupancy - EXTRA HAZARD S (X) NFPA 13 () Lt. Haz. Ord.Haz.Gp. () 1() 2() 3 (X) Ex.Haz. Y () NFPA 231 () NFPA 231C () Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 2000 System Type Sprinkler/Nozzle Density - .32 ( ) Wet Make RELIABLE D Area Per Sprinkler - 100 () Dry Model FI E Elevation at Highest Outlet - 20 () Deluge Size 17/32 S Hose Allowance - Inside - () Preaction K-Factor 8.0 I Rack Sprinkler Allowance - () Other Temp.Rat.286 G Hose Allowance - Outside - 500 N Note Calculation Flow Required - 1202.82 Press Required - 55.56 At CITY Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 03-2005 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 80 @ Press - R Residual Press - 70 Elev. - Well Flow - 3160 Proof FZow S Elevation - U P Locdtion - ADELMAN SREET P L Source of Information - CITY WATER DEPT. Y C Commodzty Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled � Palletized � Rack M () Single Row () Conven. Pallet () Auto. Storage () Encap. S R () Double Row ( f Slave Pallet () Solid Shelf () Non T A () Mult. Row () Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Water Supply Curve (C) CUSTOM DESIGN FIRE PROTECT Page 2 WAREHOUSE & FAB Date City Water Supply: C1 - Static Pressure : 80 PSI C2 - Residual Pressure: 70 PSI C2 - Residuai Flow : 3160 GPM 150 D1 - Elevation : 8.662 PSI 140 D2 - System Flow : 702.82 GPM D2 - System Pressure : 55.562 PSI 130 Hose ( Adj City ) : GPM Hose ( Demand ) : 500 GPM p 120 D3 - System Demand : 1202.82 GPM R 110 Safety Margin : 22.764 PSI E 100 S 90 C1 g 80 C2 U 70 R 60 E 50 D3 40 30 20 10 D1 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW(N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Fiow S�+mmary - STANDARD CUSTOM DESIGN FIRE PROTECT Page 3 WAREHOUSE & FAB Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual __ Actu Req. 51 20.0 26.96 na 71 20.0 8 17.17 na 33.15 .32 100 7.0 72 20.0 8 16.24 na 32.24 .32 100 7.0 73 20.0 8 16.0 na 32.0 .32 100 7.0 74 20.0 8 1B.0 na 32.0 .32 100 7.0 75 20.0 8 16.31 na 32.31 .32 100 7.0 76 20.0 8 17.36 na 33.34 .32 100 7.0 52 20.0 27.04 na 77 20.0 8 17.22 na 33.18 .32 100 7.0 78 20.0 8 16.28 na 32.28 .32 100 7.0 79 20.0 8 16.03 na 32.03 .32 100 7.0 80 20.0 8 16.04 na 32.04 .32 100 7.0 81 20.0 8 16.34 na 32.34 .32 1� 7.0 82 20.0 8 17.4 na 33.37 .32 100 7.0 53 20.0 27.35 na 83 20.0 8 17.37 na 33.34 .32 t00 7.0 84 20.0 8 16.41 na 32.41 .32 100 7.0 85 20.0 8 16.16 na 32.16 .32 100 7.0 86 20.0 8 16.16 na 32.16 .32 100 7.0 87 20.0 8 16.46 na 32.46 .32 100 7.0 88 20.0 8 17.51 na 33.48 .32 100 7.0 54 20.0 28.02 na 89 20.0 B 23.52 na 38.8 .32 100 7.0 90 20.0 8 23.49 na 38.77 .32 100 7.Q 91 20.0 8 23.71 na 38.96 •32 100 7.0 55 20.0 28.9 na 56 20.0 29.68 na 57 20.0 30.36 na 58 20.0 30.96 na 59 20.0 32.19 na 41 20.0 29.13 na 42 20.0 29.16 na 43 20.0 29.26 na 44 20.0 29.47 na 45 20.0 30.96 na 46 20.0 31.3 na 47 20.0 31.68 na 48 20.0 32.1 na 49 20.0 33.44 na RSR 20.0 36.15 na BAS 4.0 44.61 na SPG 0.0 51.33 na HYD 0.0 53.49 na 500.0 CITY 0.0 55.56 na The maximum velocity is 15.82 and it occurs in the pipe between nodes 49 and RSR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Caiculations - Standard CUSTOM DESIGN FIRE PROTECT Page 4 WAREHOUSE & FAB Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "*""""` Notes """""* Point Qt Pf/UL Eqv. Ln. Total Pf Pn 51 -95.29 1.728 2T 11.29 25.000 26.956 to 120 0.0 22.580 0.0 71 -95.29 -0.2056 0.0 47.580 -9.783 Vel = 13.04 71 33.15 1.728 0.0 10.000 17.173 K Factor = 8.00 to 120 0.0 0.0 0.0 72 -62.14 -0.0932 0.0 10.000 -0.932 Vel = 8.50 72 32.24 1.728 0.0 10.000 16.241 K Factor = 8.00 to 120 0.0 0.0 0.0 73 -28.9 -0.0241 0.0 10.000 -0.241 Ve! = 4.09 73 32.00 1.728 0.0 10.000 16.000 K Fa�tor = 8.00 to 120 0.0 0.0 0.0 74 2.9 0.0002 0.0 10.000 0.002 Vel = 0.29 74 32.01 1.728 0.0 10.000 16.002 K Factor = 8.00 to 12D OA 0.0 0.0 75 34.11 0.0307 0.0 10.000 0.307 Vel = 4.67 75 32.30 1.728 0.0 10.000 16.309 K Factor = 8.00 to 120 0.0 0.0 0.0 76 66.41 0.1054 0.0 10.000 1.054 Vel = 9.09 76 33.34 1.728 2T t 1.29 30.000 17.363 K Factor = 8.00 to 120 0.0 22.580 0.0 41 99.75 0.2238 0.0 52.580 11.766 Ve1= 13.65 0.0 99.75 29.129 K Factor = 18.48 52 -95.52 1.728 2T 11.29 25.000 27.042 to 120 0.0 22.580 0.0 77 -95.52 -0.2065 0.0 47.580 -9.827 Vel = 13.07 77 33.19 1.728 0.0 10.000 17.215 K Factor = 8.00 to 120 0.0 0.0 0.0 78 -62.33 -0.0937 0.0 10.000 -0.937 Vel = 8.53 78 32.28 1.728 0.0 10.000 16.278 K Factor = 8.00 to 120 0.0 0.0 0.0 79 -30.05 -0.0243 0.0 10.000 -0.243 Vel = 4.11 79 32.04 1.728 0.0 10.000 16.035 K Factor = 8.00 to 120 0.0 0.0 0.0 80 1.99 0.0001 0.0 10.000 0.001 Vel = 0.27 80 32.03 1.728 0.0 10.000 16.036 K Factor = 8.00 to 120 0.0 0.0 0.0 81 34.02 0.0306 0.0 10.000 0.306 Vel = 4.65 81 32.34 '! .728 0.0 10.000 16.342 K Factor = 8.00 to 120 0.0 0.0 0.0 82 66.36 0.1053 0.0 10.000 1.053 Vel = 9.08 82 33.37 1.728 2T 11.29 30.000 17.395 K Factor = 8.00 to 120 0.0 22.580 0.0 42 99.73 0.2237 0.0 52.580 11.762 Vel = 13.64 0.0 99.73 29.157 K Factor = 18.47 53 -96.35 1.728 2T 11.29 25.000 27.354 to 120 0.0 22.580 0.0 83 -96.35 -0.2099 0.0 47.580 -9.985 Vel = 13.18 Computer Programs by Hydratec Inc. Route 171 Windham N.H. USA 03087 Final Caiculations - Standard CUSTOM DESIGN FIRE PROTECT Page 5 WAREHOUSE & FAB Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **""**" Notes "'"`*"* Point Qt Pf/UL Eqv. Ln. Total Pf Pn 83 33.34 1.728 0.0 10.000 17.369 K Factor = 8.00 to 120 0.0 0.0 0.0 84 -63.01 -0.0957 0.0 10.000 -0.957 V81= 8.62 84 32.41 1.728 0.0 10.000 16.412 K Factor = 8.00 to 120 0.0 0.0 4.0 85 -30.6 -0.0251 0.0 10.000 -0.251 Vel = 4,19 85 32.16 �.728 0.0 10.000 16.161 K Factor = 8.00 to 120 0.0 0.0 0.0 86 1.56 0.0001 0.0 10.000 0.001 Vel = 0.21 86 32.16 1.728 0.0 10.000 16.162 K Factor = 8.00 to 120 0.0 0.0 0.0 87 33.72 0.0301 0.0 10.000 0.301 Vel = 4.61 87 32.46 1.728 0.0 10.000 16.463 K Factor = 8.00 to 120 0.0 0.0 0.0 88 66.18 0.1047 0.0 10.000 1.047 Vei = 9.05 88 33.48 1.728 2T 11.29 30.000 17.510 K Factor = 8.00 to 120 0.0 22.580 0.0 43 99.66 0.2234 0.0 52.580 11.746 Vel = 13.63 0.0 99.66 29.256 K Factor = 18.43 54 -48.76 1.728 2T 11.29 53.000 28.017 to 120 0.0 22.580 0.0 89 -48.76 -0.0595 0.0 75.580 -4.498 Vel = 6.67 89 38.80 1.728 0.0 10.000 23.519 K Factor = 8.00 to 120 0.0 0.0 0.0 90 -9.96 -0.0032 0.0 10.000 -0.032 Vel = 1.36 90 38.77 1.728 0.0 10.000 23.487 K Factor = 8.00 to 120 0.0 0.0 0.0 91 28.81 0.0225 0.0 'I O.OQQ 0.225 Vel = 3.94 91 38.96 1.728 2T 11.29 30,000 23.712 K Factor = 8.00 to 120 0.0 22.580 0.0 44 67.77 0.1095 0.0 52.580 5.755 Vel = 9.27 0.0 67.77 29.467 K Factor = 12.48 55 23.78 1.728 4T 11.29 85.000 2$.905 to 120 0.0 45.?59 Q.0 45 23.78 0.0158 0.0 130.159 2.051 Vel = 3.25 0.0 23.78 30.956 K Factor = 4.27 56 20.94 1,728 47 11.29 85.000 29.679 to 120 0.0 45.159 0.0 46 20.94 0.0125 0.0 130.159 1.623 Vel = 2.86 0.0 20.94 31.302 K Factor = 3.74 57 18.75 1.728 4T 11.29 85.000 30.360 to 120 0.0 45.159 0.0 47 18.75 0.0102 0.0 130.159 1.322 Ve1= 2.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard CUSTOM DESIGN FIRE PROTECT Page 6 WAREHOUSE & FAB Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """'*"" Notes ""*""" Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 18.75 31.682 K Factor = 3.33 58 17.25 1.728 4T 11.29 85.000 30.963 to 120 0.0 45.159 0.0 48 17.25 0.0087 0.0 130.159 1.132 Vet = 2.36 0.0 17.25 32.095 K Factor = 3.04 51 95.29 3.314 0.0 10.000 26.956 to 120 0.0 0.0 0.0 52 95.29 0.0086 0.0 10.000 0.086 Vel = 3.54 52 95.52 3.314 0.0 10.000 27.042 to 120 0.0 0.0 0.0 53 190.81 0.0312 0.0 10.000 0.312 Vel = 7.10 53 96.34 3.314 0.0 10.000 27.354 to 120 0.0 0.0 0.0 54 287.15 0.0663 0.0 10.OQ0 0.663 Ve1= 10.68 54 48.76 3.314 0.0 10.000 28.017 to 120 0.0 0.0 0.0 55 335.91 0.0888 0.0 10.000 0.888 Vel = 12.49 55 -23.78 3.314 0.0 10.000 28.905 to 120 0.0 0.0 0.0 56 312.13 0.0774 Q.0 10.000 0.774 Vel = 11.61 56 -20.94 3.314 0.0 10.000 29.679 to 120 0.0 0.0 0.0 57 291.19 0.0681 0.0 10.000 0.681 Ve1= 10.83 57 -18.75 3.314 0.0 10.000 30.360 to 120 0.0 0.0 0.0 58 272.44 0.0603 0.0 10.000 0.603 Vel = 10.13 58 -17.24 3.314 1 J 18.927 4.000 30.963 to 120 0.0 18.927 0.0 59 255.2 0.0533 0.0 22.927 1.223 Vel = 9.49 59 0.0 4.26 0.0 80.000 32.186 to 120 O.0 0.0 0.0 49 255.2 0.0157 0.0 80.000 1.257 Vel = 5.74 0.0 255.20 33.443 K Factor = 44.13 41 99.75 4.26 0.0 10.000 29.129 to 120 0.0 0.0 0.0 42 99.75 0.0028 0.0 10.000 0.028 Vel = 2.25 42 99.73 4.26 0.0 10.000 29.157 to 120 0.0 0.0 0.0 43 199.48 0.0099 0.0 10.000 0.099 Vel = 4.49 43 99.66 4.26 0.0 10.000 29.256 to 120 0.0 0.0 0.0 44 299.14 0.0211 0.0 10.000 0.211 Vel = 6.73 44 67.77 4.26 21 9.217 30.000 29.467 to 120 0.0 18.434 0.0 45 366.91 0.0307 0.0 48.434 1.489 Vel = 8.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard CUSTOM DESIGN FIRE PROTECT Page 7 WAREHOUSE & FAB Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "*'"**** Notes ****"" Point Qt Pf/UL Eqv. Ln. Total Pf Pn 45 23.77 4.26 0.0 10.000 30.956 to 120 0.0 0.0 0.0 46 390.68 0.0346 0.0 10.000 0.346 Ve1= 8.79 46 20.95 4.26 0.0 10.000 31.302 to 120 0.0 0.0 0.0 47 411.63 0.0380 0.0 10.000 0.380 Vel = 9.27 47 18.74 4.26 0.0 10.000 31.682 to 120 0.0 0.0 0.0 48 430.37 0.0413 0.0 10.000 0.413 Vel = 9.69 48 17.25 4.26 1 T 26.334 4.000 32.095 to 120 0.0 26.334 0.0 49 447.62 0.0444 0.0 30.334 1.348 Ve1= 10.08 49 255.20 4.26 21 8.217 8.000 33.443 to 120 0.0 18.434 0.0 RSR 702.82 0.1023 0.0 26.434 2.705 Vel = 15.82 RSR 0.0 4.26 0.0 15.000 36.148 to 120 0.0 0.0 6.930 BAS 702.82 0.1023 0.0 15.000 1.535 Vel = 15.82 BAS 0.0 4.26 1 B 15.8 1.000 44.613 to 120 1 G 2.633 18.433 4.732 * Fixed loss = 3 SPG 702.82 0.1024 0.0 19.433 1.990 Ve1= 15.82 SPG 0.0 6.16 11 14.346 150.000 51.335 to 140 1 G 4.304 18.650 0.0 HYD 702.82 0.0128 0.0 168.650 2.153 Vel = 7.57 HYD 500.00 8.27 1 J 52.191 200.000 53.488 Qa = 500 to 140 0.0 52.191 0.0 CITY 1202.82 0.0082 0.0 252.191 2.074 Vel = 7.18 0.0 1202.82 55.562 K Factor =161.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CUSTOM DESIGN FIRE PROTECT Page 1 WAREHOUSE 2 Date Hydraulic Desiqn Information Sheet Name - THE CIITTING EDGE Date - 10-05-2007 Location - 5722 GRAYSTONE COURT, PRIOR LAKE, MN. Building - WAREHOUSE #2 System No. - 2 Contractor - LIFESAVER FIRE PROTECTION Contract No. - Calculated By - DOUG CARLSON Drawing No. - 1 Construction: () Combustible (X) Non-Combustible Ceiling Height - Occupancy - ORDINARY HAZARD S (X) NFPA 13 () Lt. Haz. Ord.Haz.Gp. () 1(X) 2() 3 () Ex.Haz. Y () NFPA 231 (? NFPA 231C () Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1950 System Type Sprinkler/Nozzle Density - .2 ( ) Wet Make RELIABLE D Area Per Sprinkler - 100 () Dry Model FI E Elevation at Highest Outlet - 20 () Deluge Size 17/32 S Hose Allowance - Inside - () Preaction K-Factor 8.0 I Rack Sprinkler Allowance - () Other Temp.Rat.286 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 762.79 Press Required - 4$.11 At CITY Summary C-Factor Used: 100 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 03-2005 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 80 @ Press - R Residual Press - 70 Elev. - Well Flow - 3160 Proof Flow S Elevation - U P Location - ADELMAN SREET P L Source of Information - CITY WATER DEPT. Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled � Palletized � Rack M () Single Row () Conven. Pallet () Auto. Storage () Encap. S R () DoubZe Row () Slave Pallet () Solid Shelf {) Non T A () Mult. Row () Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Water Supply Curve (C) CUSTOM DESIGN FIRE PROTECT Page 2 WAREHOUSE 2 Date City Water Supply: C1 - Static Pressure : 80 PSI C2 - Residual Pressure: 70 PSI C2 - Residual Fiow : 3160 GPM 150 D1 - Elevation : 8.662 PSI 140 D2 - System Flow : 512.79 GPM D2 - System Pressure : 48.112 PSI 130 Hose ( Adj City ) : GPM Hose ( Demand ) : 250 GPM P 120 D3 - System Demand : 762.79 GPM Safety Margin : 31.167 PSI R 110 E 100 S 90 C1 S 80 C2 U 70 R 60 E 50 Z 40 30 20 10 D1 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW(N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Ftow Summary - STANDARD CUSTOM DESIGN FIRE PROTECT Page 3 WAREHOUSE 2 Date Node Etevat+on K-Fact Pt Pn Flow Density Area Press No Actual Actuai Req. 4 20.0 8 7.56 na 22.0 .20 110 7.0 5 20.0 8 8.01 na 22.64 .20 110 7.0 1 20.0 8 8.24 �a 22.97 .20 110 7.0 2 20.0 8 8.73 na 23.63 .20 110 7.0 3 20.0 10.16 na 7 20.0 8 7.58 na 22.03 .20 110 7.0 8 20.0 8 8.03 na 22.67 .20 110 7.0 10 20.0 8 8.26 na 23.0 .20 110 7.0 11 20.0 8 8.75 na 23.68 .20 110 7.0 9 20.0 10.18 na 13 20.0 8 7.65 na 22.13 .20 110 7.0 14 20.0 8 8.11 na 22.78 .20 110 7.0 16 20.0 8 8.34 na 23.11 .20 110 7.0 17 20.0 8 $.83 na 23.77 .20 110 7.0 15 20.0 10.28 na 19 20.0 8 7.81 na 22.35 20 110 7.0 20 20.0 8 827 na 23.0 .20 110 7.0 22 20.0 8 8.51 na 23.33 .20 110 7.0 23 20.0 8 9.01 na 24.01 .20 110 7.0 21 20.0 10.48 na 25 20.0 S 8.07 na 22.72 .20 110 7.0 2B 20.0 8 8.54 na 23.38 .20 110 7.0 28 20.0 8 8.79 na 23.72 .20 110 7.0 29 20.0 8 9.3 na 24.4 .20 110 7.0 27 20.0 10.82 na 31 20.0 8 10.06 na 25.38 .20 110 7.0 32 20.0 8 10.64 na 26.1 .20 110 7.0 33 20.0 13.44 na 6 20.0 12.9 na 12 20.0 12.93 na 18 20.0 13.05 na 24 20.0 13.3 na 30 Z0.0 13.73 na 34 20.0 14.39 na 35 20.0 16.92 na DRY 20.0 22.11 na CVA 20.0 24.35 na 59 20.0 26.31 na 49 20.0 30.88 na RSR 20.0 32.39 na BAS 4.0 40.17 na SPG 0.0 46.02 na HYD 0.0 47.22 na 250.0 CITY 0.0 48.11 na The maximum velocity is 13.53 and it occurs in the pipe between nodes 27 and 30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Finai Calculations - Standard CUSTOM DESIGN FIRE PROTECT Page 4 WAREHOUSE 2 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *"""*' Notes **"""* Point Qt Pf/UL Eqv. Ln. Tota! Pf Pn 4 22.00 1.452 0.0 10.000 7.562 K Factor = 8.00 to 100 0.0 0.0 0.0 5 22.0 0.0447 0.0 10.000 0.447 Vel = 4.26 5 22.64 1.452 1 T 5.486 7.500 8.009 K Factor = 8.00 to 10D 0.0 5.488 0.0 3 44.64 0.1653 0.0 12.988 2.147 Vel = 8.65 0.0 44,g4 10.156 K Factor = 14.01 1 22.97 1.452 Q.0 10.000 8.243 K Facto� = 8.00 to 100 0.0 0.0 0.0 2 22.97 0.0483 0.0 10.000 0.483 Ve1= 4.45 2 23.63 1.452 1T 5.486 2.500 8.726 K Factor = 8.00 to 100 0.0 5.488 0.0 3 46.6 0.1790 0.0 7.988 1.430 Vel = 9.03 3 44.64 1.687 1 T 7.168 2.000 10.156 to 100 0.0 7.171 0.0 6 91.24 0.2989 0.0 9.171 2.741 Vel = 13.10 0.0 91.24 12.897 K Factor = 25.41 7 22.03 1.452 0.0 10.000 7.582 K Factor = 8.00 to 100 0.0 0.0 0.0 8 22.Q3 0.0448 0.0 10.000 0.448 Vel = 4.27 8 22.67 1.452 1 T 5.486 7.500 8.030 K Fador = 8.00 to 100 0.0 5.488 0.0 9 44.7 0.1658 0.0 12.988 2.153 Vel = 8.66 0.0 44.70 10.183 K F�dor = 14.01 10 23.00 1.452 0.0 10.000 8.264 K Factor = 8.00 to 100 0.0 0.0 0,0 11 23.0 0.0485 0.0 10.000 d.485 Vel = 4.46 11 23.66 1.452 1 T 5.486 2.500 8.749 K Factor = 8.00 to 100 0.0 5.488 0.0 9 46.66 0.1795 0.0 7.988 1.434 Vel = 9.04 9 44.70 1.687 1 T 7.168 2.000 10.183 to 100 0.0 7.171 0.0 12 91.36 0.2995 0.0 9.171 2.747 Vel = 13.11 0.0 91.36 12.930 K Factor = 25.41 13 22.13 1.452 0.0 10.000 7.654 K Factor = 8.00 to 100 0.0 0.0 0.0 14 22.13 0.0452 0.0 10.000 0.452 Vel = 4.29 14 22.78 1.452 1T 5.486 7.500 8.106 K Factor = 8.00 to 100 0.0 5.488 0.0 15 44.91 0.1672 0.0 12.988 2.171 Vel = 8.70 0.0 44.91 10.277 K Factor = 14.01 16 23.11 1.452 O.Q 10.000 8.342 K Factor = 8.00 to 100 0.0 0.0 0.0 17 23.11 0.0489 0.0 10.000 0.489 Vet = 4.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard CUSTOM DESIGN FIRE PROTECT Page 5 WAREHOUSE 2 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "****"" Notes "*"**" Point Qt Pf/UL Eqv. Ln. Total Pf Pn 17 23.77 1.452 1 T 5.486 2.500 8.831 K Factor = 8.00 to 100 0.0 5.488 0.0 15 46.88 0.1810 0.0 7.988 1.446 Vel = 9.08 15 44.91 1.687 1 T 7.168 2.000 10.277 to 100 0.0 7.171 0.0 18 91.79 0.3021 0.0 9.171 2.771 Vel = 13.18 0.0 91.79 13.048 K Factor = 25.41 19 22.35 1.452 0.0 10.000 7.807 K Fador = 8.00 to 100 0.0 0.0 0.0 20 22.35 0.0460 0.0 10.000 0.460 Vel = 4.33 20 23.00 1.452 1 T 5.486 7.500 8.267 K Factor = 8.00 to 100 0.0 5.488 0.0 21 45.35 0.1702 0.0 12.988 2.211 Vel = 8.79 0.0 45.35 10.478 K Factor = 14.01 22 23.33 1.452 0.0 10.000 8.508 K Factor = 8.00 to 100 0.0 0.0 0.0 23 23.33 0.0498 0.0 10.000 0.498 Vel = 4.52 23 24.01 1.452 1 T 5.486 2.500 9.006 K Factor = 8.00 to 100 0.0 5.488 0.0 21 47.34 0.1843 0.0 7.988 1.472 Vel = 9.17 21 45.36 1.687 1 T 7.168 2.000 9 0.478 to 9 00 0.0 7.171 0.0 24 92.7 0.3077 0.0 9.171 2.822 Vel = 13.31 0.0 92.70 13.300 K Factor = 25.42 25 22.72 1.452 0.0 10.000 8.069 K Factor = 8.00 to 100 0.0 0.0 0.0 26 22.72 0.0474 0.0 10.000 0.474 Vel = 4.40 26 23.39 1.452 1 T 5.486 7.500 8.543 K Factor = 8.00 to 100 0.0 5.488 0.0 27 46.11 0.1755 0.0 12.988 2.279 Vel = 8.93 0.0 46.11 10.822 K Factor = 14.02 28 23.72 1.452 0.0 10.000 8.791 K Fac�or = 8.00 to 100 0.0 0.0 0.0 29 23.72 0.0514 0.0 10.000 0.514 Vel = 4.60 29 24.40 1.452 1 T 5.486 2.500 9.305 K Factor = 8.00 to 100 0.0 5.488 0.0 27 48.12 0.1899 0.0 7.988 1.517 Vel = 9.32 27 46.11 1.687 1 T 7.168 2.000 10.822 to 100 0.0 7.171 0.0 30 94.23 0.3172 0.0 9.171 2.909 Vel = 13.53 0.0 94.23 13.731 K Factor = 25.43 31 25.38 1.452 0.0 10.000 10.062 K Factor = 8.00 to 100 0.0 0.0 0.0 32 25.38 0.0582 0.0 10.000 0.582 Yel = 4.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fina! Calculations - Standard CUSTOM DESIGN FIRE PROTECT Page 6 WAREHOUSE 2 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '"`""`**" Notes """"" Point Qt Pf/UL Eqv. Ln. Total Pf Pn 32 26.10 1.452 1 T 5.486 7.500 10.644 K Factor = 8.00 to 100 0.0 5.488 0.0 33 51.48 0.2152 0.0 12.988 2.795 Vel = 9.97 33 0.0 1.687 1 T 7.168 2.000 13.439 to 100 0.0 7.171 0.0 34 51.48 0.1036 0.0 9.171 0.950 Vel = 7.39 0.0 51.48 14.389 K Factor = 13.57 6 91.24 4.26 0.0 10.000 12.897 to 100 0.0 0.0 0.0 92 91.24 0.0033 0.0 10.OD0 0.033 Vel = 2.05 12 91.36 4.26 0.0 10.000 12.930 to 100 0.0 0.0 0.0 18 182.6 0.0118 0.0 10.000 0.118 Vel = 4.11 18 91.79 4.26 0.0 10.000 13.048 to 100 0.0 0.0 0.0 24 274.39 0.0252 0.0 10.000 0.252 Vel = 6.18 24 92.70 4.26 0.0 1 D.000 13.300 to 100 0.0 0.0 0.0 30 367.09 0.0431 0.0 10.000 0.431 Vei = 8.26 30 94.23 4.26 0.0 10.000 13.731 to 100 0.0 0.0 0.0 34 461.32 0.0658 0.0 10.000 0.658 Vel = 10.38 34 51.47 4.26 11 6.578 25.000 14.389 to 100 0.0 6.581 0.0 35 512.79 0.08Q0 0.0 31.581 2.528 Vei = 11.54 35 0.0 4.26 11 6.578 32.000 16.917 to 100 1 D 26.313 32.905 0.0 DRY 512.79 0.0800 0.0 64.905 5.195 Vel = 11.54 DRY 0.0 4.26 1 B 15.8 5.000 22.112 to 120 21 9.217 34.234 0.0 CVA 512.79 0.0571 0.0 39.234 2.241 Vel = 11.54 CVA 0.0 4.26 11 8.217 25.000 24.353 to 120 0.0 9.217 0.0 59 512.79 0.0571 0.0 34.217 1.955 Vel = 11.54 59 0.0 4.26 0.0 80.DD0 26.308 to 120 0.0 0.0 O.D 49 512.79 0.0571 0.0 80.000 4.570 Vel = 11.54 49 0.0 4.26 21 9.217 8.000 30.878 to 120 0.0 18.434 0.0 RSR 512.79 0.0571 0.0 26.434 1.510 Vel = 11.54 RSR 0.0 4.26 0.0 15.000 32.388 to 120 0.0 0.0 6.930 BAS 512.79 0.0571 0.0 15.000 0.$56 Vel = 11.54 BAS 0.0 4.26 1 B 15.8 1.000 40.174 to 920 1G 2.633 98.433 4.732 " Fixed loss = 3 SPG 512.79 0.0572 0.0 19.433 1.111 Vel = 11.54 SPG 0.0 6.16 11 14.346 150.000 46.017 to 140 1 G 4.304 18.650 0.0 HYD 512.79 0.0071 0.0 168.650 1.202 Vel = 5.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard CUSTOM DESIGN FIRE PROTECT Page 7 WAREHOUSE 2 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *'***'* Notes *""*•* Point Qt Pf/UL Eqv. Ln. Total Pf Pn HYD 250.00 8.27 1 J 52.191 200.000 47.219 Qa = 250 to 140 0.0 52.191 0.0 CITY 762.79 0.0035 0.0 252.191 0.893 Vel = 4.56 0.0 762.79 48.112 K Factor =109.97 Computer Programs by liydratec Inc. Route 111 Windham N.H. USA 03087 Model F1 Upright, Pendent & Conventionai Sprinklers Installation Wrench; Model D Sprinkier Wrench Upright Pendent Conventional lnstalla�on Data: Nominal Nominai K Factor Sprinkler q��l Sprinkl� Identlflcatbn Numbers Thread Size SIN � US Metric iieight Onganaatlon U ht PerMerK Standard-Upnght (SSU) and pendent Deflectors Marked to Ind�cate Position '/z" '/i'NPT 56 � 2 . 2 " 1,2,3,4,5,6,7 R1725� R1715 (15mm) (R1/2} (56mm) 17/32' 3 /a" NPT 8.0 115 2 3 � 1,2,3,4,7,8 Rt722�"� R1712 (20mm) (R3l4) (58mm) Yz '/z' NPT 2 2" (15mm) (R1/2) 5.6 80 (56mm) 7 17/32" 3 /a' NPT 2.3' (20mm)� (R3/4) 8.0 715 (58mm) 7 7/16` Yz" NPT 4.2 60 2.2" 1,2,8 R1723� R1713 (11mm (R1/2) (56mm) 3/8" '/z" NP2 2.8 qq 2.54' 1,2,8 R1721� R1711 (10mm} (R1/2} (65mmj 10mm XLH R3/8 42 60 56 imm 4,6,7 R1724 R1714 Conventional-Install in Upri ht or Pendent Position 10mm XLH R3/8 4.2 60 56 1mm ------ R1774 15mm '�Z" NPT 5.6 80 56 1mm 4,6,7 R1775 (Rt/2) 20mm �"� NPT S 0 115 58 1mm 4,7 R1772 (R3/4) (1) LPC Approval up to 2$6°F (141°C) (2) FM Approva! for SSU up to and including 200°F (93°C) only. ( (3) (F1S5) VdS Approval for Intermediate Response 155°F (68°C) only. (4) Polycoated upright UL and ULC listed corrosion resistant. 2. Bulietin 117 Re� S Model F1 � � ° Model F1 Recessed �� Standard Response � Sprinklers �, The Designer� Model F1 Sprinkler - Standard Upright Standard Pendent Extended Coverage Pendent , Conventional Vertical Sidewall Horizontal Sidewall - HSW1 Deflector The Designer�"il Model F1 Recessed Sprinkler Upright Pendent Recessed Pendent Recessed Extended Coverage Pendent Approval Organ izations 1. Underwriters Laboratories Inc. 2. Underwriters' Laboratories of Canada 3. Factory Mutual Research Corp. 4. Loss Prevention Council 5. NYC BS&A No. 587-75-SA 6. Pleniere Assemblee Vertical Sidewall Conventional 7. Verband der Schadenversicherer 8. NYC MEA 258-93-E UL Listing Category Sprinklers, Automatic & Open (VNIV) Patents: U.S. Patent No. 6,374,92 Applies to Model F1 Vertical Sidewall Sprinklers. Product Description Horizontal Sidewall Recessed Pendent The F1 Glass Bulb Sprinkler combines the durability - of a standard sprinkler with the attractive low profile of �,� a decorative sprinkler. Whether installed on exposed piping or in an office ceiling, it is functional and attractive. The Horizontal and Vertical Sidewall Sprinklers provide an equally attractive appearance when ceiling piping cannot be used. Beautifully versatile is the description for the Reliable Mode! F1 Recessed Des�igner glass bulb sprinkler. Extended Coverage Recessed Extended Recessing The Designer enhances its already low Pendent Coverage Pendent profile decorative appearance, and facilitates a rapid and perfect installation. At normal temperatures, the glass bulb contains the Model F1 Recessed Designer's escutcheon is highly fluid in both the liquid phase and in the vapor phase. adjustable. The two piece construction makes field The vapor phase can be seen as a small bubble. As installation a very easy and rapid task. This also allows heat is applied, the liquid expands forcing the bubble ceiling panels to later be removed without shutting smaller and smaller as the liquid pressure increases. down the fire protection system, thus facilitating Continued heating forces the liquid to push out against maintenance of�above ceiling services. the bulb, causing the glass to shatter, opening the The Designer Automatic Sprinkler utilizes a frangible Waterway and allowing the deflector to distribute the glass bulb. The glass bulb consists of an accurately discharging water. controlled amount of special fluid hermetically sealed The F1 Sprinkler temperature rating is identified by inside of a precisely manufactured glass capsule. This the color of the glass bulb capsule as well as frame glass bulb is specially constructed to provide fast color where applicable. thermal response. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York, 10523 f'yC0 Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-550Q Model DPV-1 �y Pipe Valve, Fxfemal Resetfing 2-1fZ thru 6 /nch �DN6S th►�u DN150j 2v0 psi � 17,2 ba General Description The Tyco� Model DPV-1 Dry Pipe Valves are differential valves used to automatically control the flow of water into dry pipe fire protection sprinkler systems upon operation of one or more automatic sprinklers. The DPV-1 also provides for actuation of fire alarms upon system operation. The Model DPV-1 features are as follows: • External reset. • 250 psi (17,2 bar) pressure rating. • Unique offset single clapper design enabling a simple compact valve to minimize installation labor. • Ductile iron construction to ensure a lightweight valve to minimize ship- ping cost. • A variety of inlet and outlet connec- Available End Connectlons and Sizes tiOf1S. Nominal Valve Size • Compact, semi-preassembled or End Connection fully assembled, and easy to operate 2-u2 inch 3 Inch a incn s mcn velVe t�l►Y1. (DN65) (DN80) (DN100) (DN150) • Simple reset procedure through the F�ange x Flange N/A N/A • • elimination of priming water. Dry pipe sprinkler systems are used in Flange x Groove N/A N/A � • unheated warehouses, parking ga- rages, store windows, attic spaces Groove x Groove • • � • loading docks, and other areas ex- posed to freezing temperatures, where � Available water filled pipe cannot be utilized. N/n Not Available When set for service, the dry pipe sprinkler system is pressurized with air (or nitrogen). The loss of pressure WARN/NG The owmer is responsible for maintain- through an operated automatic sprin- The Mode! DPV-1 D Pi e Valves de- in their fire rotection s stem and de- kler in response to heat from a fire ry P 9 p y permits the DPV-1 Dry Pipe Valve to $cribed herein must be installed and vices in proper operating condition. open and allow a flow of water into the maintained in compliance with this The installing contractor or manufa� sprinkler system piping. Table B es- document, as we/l as with the applica- turer should be contacted with any tabtishes the minimum required sys- ble standards of the National Fire Pro- questions. tem air pressure that includes a safety tection Association, in addition to the factor to help prevent false operations standards ofanyotherauthorities hav- that might occur due to water supply ►ng jurisdiction. Fa!lure to do so may ftuctuallons. lmpalr ths pertormance of these de- vices. 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Figure 3B) at the rear of the 20 10 substantially lower system (air or nitro- DPV-1 Valve to actuate system water gen) pressure than the supply (water) flow alarms. The flow from the alarm 60 15 - 23 , pressure, to maintain the set position po� is also sufficient to close the oth- shown in Figure 3A. The differential erwise normaily open Automatic Drain 80 20 - 28 ' nature of the DPV-1 is based on the Valve in the valve trim. area difference between the air seat 100 25 - 33 and the water seat in combination with �er a valve actuation and upon sub- � the ratio of the radial difference from sequent closing of a system main con- 120 30 - 38 , the Hinge Pin to the center of the trol valve to stop water flow, the Clap- Water Seat and the Hinge Pin to the PBrAssembly will latch open as shown 145 35 - 43 center of the Air Seat. The difference �n Figure 3D. Latching open of the is such that 1 psi (0,07 bar) of system DPV-1 will permit compiete draining of 165 40 - 48 air pressure can hold approximately the system (including any loose scale) 5.5 psi (0,38 bar) of water supply pres- m�ugh the main drain port. 185 45 - 53 sure. During the valve resatting procedure 205 50 - 58 Table B establishes the minimum re- and after the system is completely quired system air pressure that in- drained, the external reset knob can 225 55 - 63 ' cludes a safety factor to help prevent � easily depressed to extemally un- false operations that occur due to latch the Clapper Assembly as shown 250 60 - 68 water supply fluctuations. in Figure 3E. As such, the Clapper Assembly is returned to its normal set TABLE B The Intermediate Chamber of the p�ition to facilitate setting of the dry SYSTEMA/R PRESSURE � DPV-1 is formed by the area between pipe sprinkler system, without having REQU/REMENTS the Air Seat and Water Seat as shown to remove the Handhole Cover. in Figure 3B. The Interm�iate Cham- , ber normally remains at atmospheric , pressure through the Alarm Port con- ' nection and the valve trim to the nor- mally open Automatic Drain Valve I� {Fig. 4, 5, or 6). Having the Intermedi- ate Chamber, Figure 3B, open to at- mosphere is critical to the DPV-1 I Valve remainir�g set, othsn�vise the full I resulting pressure of the system air pressure on top of the Clapper Assem- ' bly cannot be reatized. For example and assuming a water I supply pressure of 100 psi (6,9 bar), if , the system air pressure is 25 psi (1,7 ', bar) and there was 15 psi (1,0 bar) pressure trapped in the tntermediate Chamber, the resulting pressure � across the top of the Clapper would only be 10 psi (0,7 bar). TMis pressure l would be insu�cient to hoid the Clap- per Assembly r.�osad against a water , suppiy pressure of 100 psi (6,9 bar). It ' is for this reason that tl�e plunger of the ' Automatic Drain Valve must be de- ', pressed during several of the resetting , steps, as well as during inspedions, , making certain that the Au#omatic Drain Valve is open. I When one or more automatic sprin- , klers operate in response to a fire, air , pressure within the system piping is , relieved through the open sprinklers. When tl�e air pressure is sufficiently I reduced, the water pressure over- , comes the differential holding the Clapper Assembly closed and the � Clapper Assembly swings Gear of the �, water seat, as shown in Figure 3C, �� TFP7020 Page 15 of 20 g" 14-7/8" 9-1/4" (200 mm) (380 mm) (235 mm) 6-3/4" (170 mm) F / 2-1/2 $ 3 INCH � (DN65 8 DN80) VALVE 0 16-9l16" , (420 mm) � 12-1/4" �� � (311,2 mm) 2-112 or 3 INCH VALVES ' �4�P s • (150 mm) �i � — 12" 6" 12" 14" I (300 mm) (150 mm) (3� mm) (355 mm) I � � 41NCH I / 7 (DN100) 17-1/4" VALVE ' � (4A0 mm) I � � � FxF: 13-518" (346.1 mm) � FxG: 13-11/16" (347,T mm) � , GxG: 13-3/4" (349,3 mm) �/ 7 i 2-1/2" (65 mm) � � � 11-1/2" 7-1l4" 15" 143l4" I (290 mm) (790 mm) (380 mm) (375 mm) 61NCH � (DN15pj �� VHLVE i i O � � �s-s�a• �s• �I (A75 mm) (4�.4 mm) FxF, FxG, � or GxG I Ddb ', �1 P 41/2" I (115 mm) � I FIGURE 7 MODEL DPV-1 ORY P/PE VALVE I — /NSTALLATION D/MENSIONS — � I � i �ct Q3 �7 01:18p P' — INSTANT TESTING COMPANY I T — 3�th � 7125 West 126th Street • Suite 500 • Savage, MN 55378 �� PHONE, 952-89�-736f: - FAX. 952-890-5883 ANNIVERSARY 2ao3 October 3, 2007 ', � I I Deutsch Coz�struction Company Phone: 952-758-3969 I Box 127 Fax: 952-758-2749 � � I3ew Prague, Minnesota 56071 RE: 5722 Graystone Caurt �I (The Cutting Edge Commercial Building) I Prior Lake, 5cott County, M?nnesota , i As requested, site visits were made on September 25, 27, and 28, 2007 at 1:24 P.M., 8:40 A.M. & 8:37 A.M, respectively, to observe I and dacument the placement of reinforcement for band beams, doorway � lintel, and core-fill of CMU walls within a commercial building under construction. - � Observations were made for bond beam construction at the upper wall , section within east half of the north perimeter wall (9/25/07), The � CMU wall was constructed in a running bond (half overlap), utilizing horizontal ladder type joint reinforcement between the appropriate I block courses. Bond beam reinforcement was configured with {2) -#�5 ',, rods, centered and elevated in the block cavities for acceptable coverage. Rod splices were required, met or exceeded 36 bar I� diameters. Vertical #5 reinforcement was placed at 4' on center or i at reduced intervals for control joints. ' On 9/27/07, viewed core-fill placement within the west section of the north wall and constructian of a door lintel at the NW corner of I the west wall. Reinforcement for the 8 foat doorway Iintel was � placed as a triple bond beam with (2) -#6 rods within each coarse. Vertical #5 stirrups approximately 5 3/4' in length were inserted in I appropriate block cores as part of the reinforcement. Observations I made during core at the west wall, indicated appropriate � vertical reinforcement with CMU cavities well filled by care-fill grout, Reviewed installation of the top bond beam within the west ', section of the north wall on 9J28/07. , Reinforcement was placed as (2) -#5 horizontal rods, properly ', Iocated an elevated within block cavities, with preparation made for I the insertion of vertzcal #5 rods at 4' O.C. Rod splices, were required, exceeded 36 bar diameters. I our inspections indicated that the afarementioned work, is I ion and in com liance satisfactory and appropr�ate for the applscat p , � . Oct 03 07 01:18p P•� with the project plans or accepted en5ineering standards. Break results for test cvlinders cast during the site visits, on bond beams and core-fill, will be reported under separate cover. Sincerely, Instant Testing Company Reviewed By: ' � � /� P.E. I Gary Standish Robert P. Sullentrop, 'I Senior Inspertor Minnesota Reg.# 17823 uildin Ins ections ' CC: Prior Lake B g P #701 - 0 / �605 - 3 / #608 - 1/4 / #fi12 - 4b 1/2 I DEUTCH54.DOC � I � � I � I� I � I Sep 21 07 03e43p p.l I T = INSTANT TESTING COMPANY 35th =� n 7125 West 126th Street :Su�te 500 • Savage, MN 55378 U PHONE:952-890-7366 FAX:952-890-5883 ANNIVERSARY 2003 September 21, 2007 I Deutsch Construction Company Phone: 952-758-3969 ' Box 127 Fax: 952-758-2749 I New Prague, Minnesota 56071 I � RE: 5722 Graystone Court (The Cutting Edge Cammercial Building) Prior Lake, Scott County, Minnesota � As requested, a site visit was made on September 20, 200? at 1:57 , P.M. to observe bondbeam constructian at a commercial building. i At the tirne of the inspection, bondbeam placement was nearing I completion within the 4th & 5th coarse of the completed perimeter walls of the structure. Reinforcement was configured as (2) -#5 longitudinal rods, properly Iocated in the CMII cavities and ' elevated for coverage. Rods were placed with full overlaps or � continous wraps at corner junctures, with rod splices were required, at 36 bar diameters �r greater. Vertical reinforcement was placed at 4' on center or at reduced intervals at control joints. Our inspection indicated that the aforementioned work, is I satisfactory and appropriate for the application and in cornpl?ance with the project plans or accepted engineering standards. Sreak results for test cylinders cast for bondbeam/corefill grout and CMU � mortar completed on this date, will be reported under separate cover. Sincerely, � Instant Testing Company Reviewed By: , � I � ' II Gar Sta dish Robert P. Sullentro P.E. ' Y P. Senior Inspector Minnesota Reg.# 17823 I CC: Prior I,ake Building Inspections � #701 - 0 / #605 - 1 / �608 - 1/4 / #�612 -- 15 1/2 I, DEUTCH53.DOC I i I � � , � Page 1 of 1 /� v �" r � (L� C7 �� . Bob Hutchins From: Mike Solheid [mikesolheidC�deutschconstruction.net] Sent: Friday, September 28, 2007 7:41 AM To: Bob Hutchins Cc: Bruce Caulfield Subject: Fw: Cutting Edge Frost Footings ----- Original Message ----- From: Ronn Winkler To: 'Mike Solheid' Sent: Thursday, September 27, 2007 3:38 PM Subject: Cutting Edge Frost Footings Mike, It is my understanding that the footings for the block wall located about 41' from and parallel to the front of the building must be lowered to be below frost level. The following revision must be made to the drawings: 1. Delete the 4 footing steps shown on the drawings (2 at each end of the wall.) 2. Revised the note near this wall that reads, " FTG 2'-0" X 12" W/ 2#5 CONT, TFE = 99'-4" to read, "FTG 2'-0" X 12" W/ 2#5 CONT, TFE = 96'-S." Please call if you have any questions. Ronn A. Winkler, P.E. Winkler Structural Engineers 10300 Winter Place Eden Prairie, MN 55347 winklereng� comcast.net 952-941-4825 Minnesota Reg No. 15938 10/2/2007 f hereby certify that this �awing was prepared by me or under my direct supervision and that I am a cl�y registered Engineer under the laws of the State of Minnesota. . ' � ��i►���-�.i-. Rom A. WiNder Dcrte 9-�.m� Reg. No. �938 150L JT 12" G�IG BLK WAL� Wt *5�48 M GROUTED GOREB t JT REINF • f6" m.G. ���=���— � � � aR � 1=111=111 e , � DtlA_8 TO bPLICE Wl ,r�r � - SIZE TO M.4TGH GONTRAGtOR OP'TfON: DIQILL ,4ND EPDX1' CsROUT • • DWLB 8" MTO F+OOTINCs 1� �or���� ��.o�� uu�..�.. + v� • r-�* �M � a� � Proiect: Job: 10't�43 4� NC �� � Prepared for: � °-��� 10300 YYkMrr Placs � � � �'� AULFIEI..D ARGH11'EGTUFQAL Sheet: $� G:ISKi.pud - OKVY2/dQ07 - Y25Y P14t - Seafe 7: 24 ' 1�STANT ��ST1.�IG COMPA�IY �T= ; � r� j 7� 25 126"' �venue • Savage, ;1Ain�esota 55378 4 � ��Ieonone: a52-d9a-; 366 =3x:. 95� 39C- ; a� ; � _ .. .. F"se4d insQection Report �� C�, ��� � �iient �Vame:�,L�LC. S S r' U� Oate of (nspec;ion: 9�c� 01 Site �ocation: 57Z.2. C�'/1-�Aj/STvr�/� C.�r'. �;me: io.•.3o A. m. �2� ��G,��.. rn.� . -�eld Gbseroations : . ' . - ' i �,�5 :t -�. �` j�/ � d � ��.� � r �1� �v� w� � ° - �� # ' ` _ �.s' � . G - r �r.v • i � �t1 r!' c �� � - c � � �� � �o dr � � a- � � = - , p `" �- � �v Reparted 3y: ary S di h � �s�z xscs Ccpy wiii be maiied by ITCD to Owner and agency having jurisdiction. i � � �, � � r '���; �� � � , ,! "" ' � v � � . ° ' , � , �. � ., � . • ' S t � 4 I T = INSTANT TESTING COMPANY 71 �� West 126th Street • Swte 500 • Sava�e. MN �5378 35th C O PHONE: 952-89(!-7366 • FAX. 952-890-5883 ANNIVEnSAnY 2003 September 10, 2007 (Revised a 2:45 P.M. - Footing Note) Deutsch Construction Company Phone: 952-758-3969 Box 127 Fax: 952-758-2749 New Praque, Minnesota 56071 RE: 5722 Graystone Court �The Cutting Edge Commercial Building) Prior Lake, Scott County, Minnesota As requested, a site visit was made on September 10, 2007 to evaluate � and test soils for construction of a commercial building. . At the time of arrival, excavation of the proposed bui.?ding pad was nearing completion with the removal of vegetation and topsoil materials averaging 2 feet in depth. Soils observed at the base of the pad excavation, consisted of a sandy lean clay, below optimum moisture. Test pits excavated to a depth of approximately 2 to 2 1/2 feet within the southeast corner and mid-point of the pad, indicated uniform soil classification at depth. Approximately 1 1/2 to 2 feet of a sandy loam, on-site fill, had been placed by the contractor within the northeast section of the pad prior to our arrival. Observations would indicate only a minimal fill will be required to proposed subgrade, with footing depths anticipated within the � underlying subgrade soils. To assess the strength of the subgrade soils and the in-place fill, a 5/8th inch diameter smooth probe was used to penetrate the soils at random, along the proposed perimeter footinq lines and across the excavation base. With full body weight applied, the probes indicated penetration consistent with soils of acceptable consolidation To evaluate the relative laadbearing capacity of the subgrade soils . and engineered fill within the building pad, dynamic cone penetrometer tests were conducted. The dynamic cone penetrometer (DCP), uses a eight kilogram (17.6 pound} hammer to drive a 20 millimeter diameter conical point into the soil, with the penetration recorded in millimeters per blow. From the DCP readings, a per blow, penetration average was recorded and a N-value derived. This N- • value, is an empirical relationship we have established to equate the dynamic cone data to the more familiar blows per foot (BPF) standard penetration soil boring test. Test #1 - Southeast Pad Corner (2' Test Pit) DCP Depth Per Blow Ava. / N-Value Estimated Load 365 MM (14.7") 28.1 MM / N-11 3750 PSF Test #2 - Northeast Corner (Approx. 1 1J2' of Engineered Fill) . DCP Depth Per Blow Avq. J N-Value Estimated Load 196 MM (7.7") 15.1 MM / N-21 Exceeds 4000 PSF Test #3 - South Pad Line (Near SW Corner) DCP DeAth Per Blow Ava. / N-Value Estimated Load 266 MM (10.5") 20.5 MM / N-16.5 Exceeds 4000 PSF Test #4 - Northwest Pad Corner DCP Deoth Per Blow Ava. !�N-Value Estimated Load 579 MM (22.8") 44.5 MM / N-7 2500 PSF In our opinion, the observed and tested soils are acceptable, and would be expected to meet or exceed an assumed minimum bearing capacity requirement of 2000 PSF for the� proposed construction. Our observations and subsequent soil evaluation on this date is limited in scope to soil conditions observed within the pad excavations, and to the depths achieved by shallow�probes and dynamic cone penetrometer tests. We therefore, are unable to assess subgrade soils at an elevation which may be encountered by borinqs conducted as part of a standard subsurface geotechnical investigation. ote: If acceptable, based on local building code requirements, the proposed 24 inch wide footings may be spread wi,thout forms, to � the width of the footing excavation, at approximately 30 inches. �Sincerely, Instant Testing Company Reviewed By: . � ry S andish� Robert P. Sullentrop, P.E. Senior Inspector Minnesota Reg.# 17823 CC: Prior Lake Building Inspections #701 - 1 / #605 - 2 / #304 - 4 (DCP) / �608 - 1/4 / #612 - 15 1/2 DEUTCH52.DOC Fire Sprinkler Plan Review Date: October 23, 2007 Owner: Cutting Edge Location: 5722 Greystone Ct. Prior Lake MN. 55372 Contractor: Lifesaver Fire Protection 15405 9` Ave. N Plymouth MN 55447 1. 5eparate permits are required for the alarm system. 2. The 2002 of NFPA 13 shall be the standard. 3. All materials shall be tested and installed per the listing. 4. All valves controlling water flow shall be monitored and secured including the PIV. S. It is the responsibility of the fire sprinkler contractor to flush all main and branch lines. 6. Provide frost protection for all portions of the wet system. 7. Field verify a11 head locations and obstructions. 8. Secure all valves against tampering. All valves in public areas shall be locked 9. Provide a water resistant system plan at the each sprinkler riser to include the following information. a. Tota1 site plan b. All valves c. Riser locations d. Areas served by individual risers e. All main and auxiliary drains f. Location of inspector's test g. Alarm panel location 10. For inspections call (952) 447-9850 give the project building permit number (07-084b) 11. Seal all penetrations in rated walls in an approved manor. 12. Provide signage for all valves, drains and inspector's test. 13. Field verify all sprinkler head locations. oF PR� CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd ,, r TEMPORARY CERTIFICATE OF ZONING COMPLIANCE �' x AND UTILITY CONNECTION PERMIT U � �� w C�7. o�� M�n'NESO�P I Whrte Fde � �,�� �„ PERMIT O. � 3 Yellow Apphcant � (Please e or rint and si at bottom) ADDRESS ZONING (oefice use) S"l 2 Z. � �z 5 o✓�Ic. C1- � LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION L� G M� �q,t,�.c r� PID z — 6t'J —OO t—O OWNER (Name) � �—� � T ( IJ � � � � (Phone) (Address) � BIJII,DER (� 1_ Q (Company Name) � � -U � � � ►1� �►N IL.-A� � c� • �11�L (Phone) �� Z �g / d —��g (Contact Name) _��j����i'k (Phone) 9�Z —g9�— g�g � (Address) Z'� j,v 4 � � �l"� � �7g TYPE OF WORK ❑ New Construction ❑Deck ❑Porch ❑Re-Roofing ❑Re-Siding ❑Lower Level Fmtsh ❑ Fireplace ❑Addiaon ❑Alteration ❑Utility Connechon CODB: ❑I.R.C. ❑I.B.C. ❑ Misc. l Iv�-+� j� � R�/ Type of Consmiction: I II III N V A B Occupancy Group: A B E F H I M R S U PROJECT COST/VALLTE $ Division: 1 2 3 4 5 (excluding land) I hereby certify that I have fiimished mformation on this appLcaaon which is to the best of my knowledge true and correct I also cerufy that I am the owner or authonzed agent for the above-menuoned property and that all cunshuction will conform to all exuhng stare and local laws and wtli proceed m accordance wuh submitted plans I am awase thai the buildmg otTicial can revoke this permrt for �ust cause urthermore, I hereby agree that the c�ty official or a designee may enter upon the property ro perform necded mspecuons X � 05 I� 9��'"� I 2/I D�D � Signature Contractor's License No, Date Permit Valuation Park Support Fee # $ Permit Fee $ SAC # $ Plan Check Fee $ Water Meter Size 5/8"; 1"; $ ��'u State Surcharge $ Pressure Reducer ` $ �. o� Penalty $ Sewer/Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee " $ TOTAL DUE $ s OQ This A i 'o comes Your ' din Permit n A roved • g P Paid , Recei t No. � Date o B Z d Build n_ Uttiaa ate Thu �s to cerufy that thc requcst m the above appLcation and accumpanymg documents is m accordance with the Ciry Zomng Ordmance and may proceed as requcsted This document when signed by the C�ty Planner consututes a temporary Certificate of Zonmg comphance and allows construcnon to commence Befure occupancy, a Ccmficam of Occupancy must be issued Planning Director Date Special Conditions, if any 24 hour noticc for a0 inspections (952) 447-9850, fax (952) 447-4245 4646 Dakota Street Prior Lake, MN 55372 THE CUTTING EDGE 5722 GRAYSTONE COURT PRI4R LAKE, MN. FIRE PROTECTION HYDRAULIC CALCULATIONS W/ DRY VALVE & HEAD SPECS �1 LIFESAVER FIRE PROTECTION 15405 9� AVE N. PLYMO[JTH, MN. 55447 °- � ; �ovt� � l..�o� � �� . �- ��. � � � �` `� � � - � �. � g �jc�1�G,. �cr: � N � ����� �� °' �,/ t� K� 0 � � �. �...�.�-:. c� ti ��,� �� L.��.��2. �� = 1�1� �V `T`tl �c� ���1� � Number o� S rinklexs Drawing Total This Sheet: � 50 Total This Job: 150 Title -s Symbol SPRINKLER DESCRZPTI�N s. LN. K-FACTOR xPT TEMP (F) FINISH QTY Q RELIABLE MODEL F1 FR PENDENT R3615 5.6 1/2" � 55' WHITE 4 Contract P � r� � RELIABLE MODEL F1 UPRIGHT R1772 $.0 3/4" 2$6' 6RASS 108 �� � RELIABLE MODEL F1 FR SIDEWALL R3635 5.6 1 f 2" 155' BRASS 4 Drawn By: U� � � RELIABLE MODEL F1 UPRfGHT R1722 8.0 3/4 286' BRASS 32 ° WAX COATED 5cale: 1 � RELIABLE MODEL F1 UPRIGHT R1772 5.6 1/2�� 155' eRASS 2 � Date: 1 � o � 0 N Approval F N � U � O � �' _ �. P P R 1 O R LA K E BUP DRNG A D = IN PE TI NR RD S1TE ADDRESS 'Sy ZZ U� -t-'ocJ � G`t'. � • � • NATURE OF W�RK N�c� cN� str���. Bu<<.o -�,' Cvrn�•x� C—�Dc� USE OF BUILDING �� U N��`' PERMIT NO. o�-$�!o DATE {SSUED CONTRACTC)R ��v�-s� i� C�sTri.�c� PHON� [ot 2'�85 • IqSo N4TE: THIS !S NOT A PERMIT FOR ANY OF THE IIVSPECTIONS BELOW THE PERMIT !S BY SEPARATE DOCUMENT 11�P£CTOR DATE FOOTING «s c�,r,8�- ^rsp. ��' � �-° - FOUNDATION (Prior to Backfili) �o � PLACE NO CONCRETE UNTII. ABOVE HAS BEEN SIGNED ROUGH - INS SEWER / WATER / SEPTIC y'.zO� FRAMING lMS�lLATl4N ELECTRlCAl. . PL.UMBING fj HEATiMG ff ui GAS LINE AIR TEST COVER NO W4RK UNTIL AB�1/E HA� BEEN SIGNED �11'Z� Su PIz.ESS t o F�N��.� GRADING Prior to Soddin BUILDING � q iZ ► n EL.ECTRICAL PLUMBING .} . ! HEAfilNG F'o r �. DO NOT OCCUPY UNTIL ABt�VE HAS SEEN SIGNED NaTICE T'his �cud must be postetl r�ear an e�ctrical servk�e ca�►inat p�or to rough-in i�specttons snd mmintained until eli iasp�ctions have bean approved. On bufidinga and additions vvhere no servitx cabir�t is avaN�k, card shall ba plat�d near nwin entranca. FOR ALL INSPECTIONS {952) 447-985� ' -� � ., FR N RSE PHONE NO . 9524432251 Dec . 04 2007 02 : ©2PM P1 R.S. ENCINEERXNG , INC. 1495 BAVAI;tIAN SHORES DRIVE CHASKA, MINNESOTA 55318 952443-2940 DATE . December 4, 2007 TO : Mr. Paul Baumgartner, city of prior Lake Mr. Michael Solheid, Deutsch Construction, Inc . FROM: Robert Siegfried, R. S . Engineering, Inc. RE : The Cutting Edge This memo is to clarify the required operation of fans E-2 and E.6 . Fan &2 shall be interlocked to run when the lights are turned on in the woodworking fabrication and warehouse, and the 36"x36" motorized damper shall open . Fan E-6 in the lawn care warehouse shall nun continuously 24/7 . The 32"x32" :motorized damper in the lawn care warehouse shall not be the tight fitting type, therefore it will leak the outdoor air for F-6 when in the closed position . (This motorized damper will open when fart & I is energized by the CO/NO2 detector.) Page 1 of 1 Paul Baumgartner From : Mike Solheid [mikesolheid@deutschconstruction . net] Sent : Friday , December 07 , 2007 8 :25 AM To : Paul Baumgartner Subject : Fw : The Cutting Edge Mouldings Company ----- Original Message ----- From : Greg Slmon To : mikesolheidCdeutschconstruction . net Sent: Thursday , December 06 , 2007 11 : 42 AM Subject: The Cutting Edge Mouldings Company To whom it may concern: We, The Cutting Edge, are not planning on parking any of our vehicles in the space . Looking for last minute shopping deals? Find them fast with Yahoo ! Search. 12/7/2007