The URL can be used to link to this page

Home My WebLink AboutBldg Permit 94-0370 (Mtce. Bldg.) DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED � ` Rq AT ADDRESS ��C�9g ��dS �(,�LWf� OWNER CONTR. PHONE NO. PERMIT NO. 9"I - 37 U ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ JNSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL Q�FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL � COMMENTS: �bC, � ❑ WORK SATI FACTO , PROCEED ❑ CORRECT CTION D PROCEED ❑ CORRECT ORK, REINSPECTION BEFORE COVERING I nspector: Owner/Contr: CAL 447-985 F THE NEXT INSPECTION 24 HOURS IN ADVANCE. COD REQUIR ENTSARE FOR YOUR PERSONAL HEALTH & SAFETY.� fNSNOTI PHONE NO. PERMIT NO. ]� .�lQ�r' `'j`� � ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOaKUP ❑ FIREPLACE RI O�#NSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL �f FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL ❑ C ENTS: K SATISFACTORY, PROCEED ❑ CORR T ACTION AND PROCEED ❑ COR E ORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CA L 7-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CO EQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! /NSNOTT r�vvn�v.� _ � � OWNER CONTR. TELEPHONE NO. W ❑ FOOTING ❑PLUMBING RI OSITE INSPECTION � O FRAMING C MECHANICAL ❑ EXCAV./GRADING/FILUNG �❑ INSULATION ❑ WATER HOOKUP � LAKESHORE/WETLANDS �❑ WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2❑ FINAL CJ SEWER HOOKUP ❑ FOLIOW-UP Q❑ FOUNDATION O SEPTIC INSTALL. ❑ SEPTIC FINAL 2 O DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLAC J❑ FIRE PREV. ❑ PIUMBING FINAL � � �c = COMMENTS: Q 1 `� _ \ � � � �s-L !�t�e,S�-�� — t� �C o (l,� I�� T'��.`-'\ C?�� -�-�y_ .�-l'r�� Q W a ¢ � O � O � W � Q � 2 W � W � � O W � W❑ WORK SATISFACTORY:PROCEED C PHOTO TAKEN O❑ CORRECT WORK AND PROCEED 0 �� CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING �� CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. DL TIME �ITY OF PRIOR LAKE CALLED-IN INSPECTION NOTlCE SCHEDULED -�' �� I D�`I � PERMIT NO . COMPLETED ��vn�jS I �I I � V � .�J � �, �5 41' �-�-C� "�{ OWNER CONTR. TELEPHONE NO. W U FOOTING ❑PLUM8ING RI ❑SITE INSPECTION � ❑ FRAMING C MECHANICAL ❑ EXCAV./GRADING/FILLING � i7 INSULATION ❑ WATER HOOKUP ❑ LAKESHOREM/ETLANDS � G WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2 C� FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION D SEPTIC INSTALL. ❑ SEPTIC FINAL _ ❑ DEMOL. ❑ SEPTIC MAtNT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: J Q � Ti f-�z C�1Z� C��`cJvti, C J.(S� ✓1a�' �` lti O��Qsrc_�I �i.. W u� �� e s ze.s�� ,✓ -e.c�l�S a � o ��.,�. �� OCC ��Ax�kQ � � O dc . c� , � �.�. W � Q ti 2 W � w ¢ � O W R W❑ WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN O � ' CORRECT PFiOCEED 0 ('(�RR .T wORK -AI v '� CORRECT UNSAFE CONDITION WITHIN TOR WILL RETURN. C� STOP ORDER POSTED. CALL INSPECTOR. C INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the ne 'nspection 2 ours in advan e. Owner/C ntr. ite Inspect r 447-4230 Yelbw CopY Wl�ife Copy/Inapscror's Fib DA TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED PERMIT NO . �Z COMPLETED z"�7'�S 3�� S Y�l- 3`10 � ADDRESS OWNER � � W <<�S CONTR. �. TELEPHONE NO. l j❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING O MECHANICAL ❑ EXCAV.lGRADINGlFILLING �❑ INSULATION ❑ WATER HOOKUP � LAKESHORE/WETLANDS 0 O WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ OUNDATION ❑ SEPTIC INSTAIL. ❑ SEPTIC FINAI 2 O DEMOL. ❑ SEPTIC MAINT. �EE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: Q ( . �:hA,� entu.�.s� d �.�--^eQscc�no� �o �ucn� � , �� p � a,.� au: W 2 . � ' < i �� - a T�-e �� r. OQOO S � � OO } ¢ I -�uti.�_ � U.e �'d ' , � � � O � W � Q � � W M a�-e. U � .�. i� W � �r l�c�ss� �f� �� s _ � �Q�l�� ,.s �..�-�f.�.�� - �s� �, S; e ,�,,, o�c 0 W � W C WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN O❑ CORRECT WORK AN� PROCEED ��CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING V ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Con . site Inspector 447-4230 YMlow Copy/Sifs Notice , Wlrits Copy/Inapscta's Fib DA TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED "� ��. �� PERMIT NO . �� COMPLETED �� ADDRESS � q`�c� � � �� -�_ I OWNER CONTR. �. TELEPHONE NO. t j❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION �❑ FRAMING � MECHANICAL O EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORENVETLANDS � O WALL BD. O METER SET/TURN ON ❑ COMPLAINT z J�FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2 O DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBINCa FINAL � = COMMENTS: 30 �a� �t-+M � �o� O 'i �• 1v�S��..�[ �'C;�4e.�.` ��o .�� vv�c�n �ocsN-�- 2 O W � 1.e.�' T� �.�5 � z, ow�n 2 a a�Ce �r- � � o , � S�.o � � o �,,,,,. �, Q�� -� , 5�,,.a l 144�� W d � � ` a. t^ '�'^ 0.r.tJ� �G A Q � �' W ' �� (� j � o. a, v.. �o.,: �n- S o�i� �—c,� �.�...��-- �-� O � �O c��,��e /-�` W❑ WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN O O CORRECT WORK AND PROCEED �� CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING V ❑ CORRECT UNSAFE CONDITION WITHIN HOUFIS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next i pection 24 hours in advance. Owner/Con r. ite Inspector 447-4230 /, rs�awcapy�rs ' wnrtecoPyn��scra�sFrb DAT TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED ' � � `�`� �d � °� PERMIT NO. �'/�( - � �b COMPLETED ADDRESS I �{�Z�B �c.��s `��w OWNER CONTR. �. TELEPHONE NO. t j❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING � MECHANICAL ❑ EXCAV./GRADING/FILLING y❑ INSULATION ❑ WATER HOOKUP � LAKESHORE/WETLANDS 0❑ WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT Z� FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: Q ' 1n.o,.._ e� � S�c� t� `� . L �o�v�.�a�-+� W �. �a� �,�o �1_ S�CS,�� r�nOC.r '��-re. c�samf- ��.�-�w�-- S(�av1 �+- Co�oQ 3tot � I a � // / / ' �. ��V�0.` O�� d- �0.�d-�p �,.a._-.�. QPr 0.S G�UeAtr� � � �R��L'li �Si' l�.Y a W � �U.. �/6LT�,�i W �� t..P � 0.� l.� e�,i �� Q � Z W � ¢ �o��-� Q �� o S-��,�.�., � r�.��--� � W � W❑ WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN �❑ CORRECT WORK AND PROCEED ��CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING V ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOFi WILL RETURN. ❑ STOP ORDER POSTED. CALL INSP�R. ❑ INSPECTION REQUIRED. CALL TO RA�NGE ACCESS. call for the next inspection�iou� dvance. , OwneNContr. it �� - Inspector , � 447-4230 Yslbw Capy/Srfs Notice White Copy/Inapsctor's Fib DATI TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED PERMIT NO . � — � COMPLETED ('3'9� �' � � ADDRESS ►' �q e W ' ��S �� OWNER CONTR. TELEPHONE NO. l�j,� ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS Q � WALL BD. ❑ METER SET/'fURN ON ❑ COMPLAINT z❑ FINAL ❑ SEWER HOOKUP � FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: Q � ;�,: ; , � p 7 , ��,v , �a �� - �. ' e C �ra c � W � � � � �. � t-u�m�-- `L.� 2�-.-- �- _e.--.7 !t 6 o �,� �es� � � cr.-� 1 ��tQ�� (�� - �� J� 1� �2. ��r i vw. ��8-4� G�1`�C.� � (o � �<� Q��--- C�b� S �'o ��o rc `L I � � � S v ` �-e � \ rG ��--�- �_�. 4�� 1—� !^�P 1�'ol�X Q � � Z W , � � V�-O� oCGVY�U—t W� T � �� t, L,.�,_;� � 0 W � W❑ WORK SATISFACTORY:PROCEED O PHOTO TAKEN �❑ CORRECT WORK AND PROCEED 0�6�ORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING �� ❑ Cl�RRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALI INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Co r. ' e Inspecto 447-4230 Ys/bw Copy tics WAite Copy/Inspscror's Fib DA'. TIME CITY OF PRIOR LAKE CALLED-IN iNSPECTiON NOTlC SCHEDULED � 2-2 y I'� �� PERMIT NO . / �� ` COMPLETED ADDRESS � � w' � � �--r OWNER CONTR. TELEPHONE NO. W ❑ FOOTING ❑PLUMBING RI OSITE INSPECTION � C FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � C� INSULATION ❑ WATER HOOKUP ❑ LAKESHORENVETLANDS �❑ WALL BD. ❑ METER SET/TURN ON � COMPLAINT Z C FINAL � SEWER HOOKUP ❑ FOLLOW-UP Q � FOUNDATION ❑ SEPTIC INSTALL. O SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE �� J❑ FIRE PREV. O PLUMBING FINAL � �SpT i �,��l�c- Sy�- = COMMENTS: Q `�,�;.,.,, �Q �.; � Vu <<, � Z 2, W � �,s'!-�..,., t,�.ss� �� T ��1,, cie.>-w��_. a � � O 2 O � W � Q � 2 W � W � �lla„N. � � 3 �� 0 W � W C RK SATISFACTORY:PROCEED ❑ PHOTO TAKEN O r CORRECT WORK AND PROCEED U u CORRECT WORK. CALL FOFi PEINSPECTION BEFORE COVERING �] CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. C: STOP OFiOER POSTED. CALL INSPECTOR. L INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Con . n site Inspector 447-4230 r�aW coPyrsrro na wnne capynn�r« s F�s DA1 TIME CITY OF PRIOH LAKE CALLED-IN INSPECTION NOTICE SCHEDULED PERMIT NO . -/ "` — � �d COMPLETED Z'7� / _ � ' � ADDRESS ��R �r `�1' ��y OWNER CONTR. TELEPHONE NO. l� ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � O FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS �❑ WALL BD. � METER SET/TURN ON ❑ COMPLAINT Z❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION � SEPTIC INSTALL. ❑ SEPTIC FINAL 2 O DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J ❑ FIRE PREV. �LUMBING FINAL � = MME TS: � Q � Z O � � aC a (),o � � 0 � 0 � W �. Q' ti 2 W � W � � O W Q RK SATISFACTORY:PROCEED ❑ PHOTO TAKEN CORRECT WORK AND PROCEED �❑ CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING V ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED L INSPECTOR. ❑ INSPECTION REQUI D. C L TO ARRANGE ACCESS. call for the next i pection ho rs in advance. OwneNContr. o ite Inspector 447-4230 rs�aW coPy�rs Nonoe wnms coPyn�a�cro. �s F�b D! TIME CITY OF PRIOH LAKE CALLED-IN INSPECTION NOTlCE SCHEDULED � "�`� - � � PERMIT NO. � �� COMPLETED ADDRESS � `�t ` t � �� t�s��ti�.�k'a-�/ _ _ _ _ _ OWNER � _ r .� �L `�,< CONTR. TELEPMONE NO. W ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION �❑ FRAMING � MECHANICAL � EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATEFi HOOKUP ❑ LAKESHORE/WETLANDS � C' WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2 C DEMOL. ❑ SEPTIC MAINT. � FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL �«z SoppQ��S��. S� S�'e.�.� = COMMENTS: J J Q o �� , � � W � ' S t— � _ �� O � � � O � W R Q � 2 W � W � c�.,.� QP �I. ,�v,9_ �u�_ � � �S o � t � �, � ��- 0 � W❑ WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN O❑ CORRECT WORK AND PROCEED �'�`60RRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING !J CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr. o ite Inspecto 447-4230 rMaw cop y wnife Copynnapscror �a Fih TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTI E SCHEDULED � PERMIT NO � — COMPLETEO ��1�� ADDRESS � , � �J OWNER CONTR. � TELEPHONE NO. l� ❑ FOOTING ❑PLUMBING RI OSITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORElWETLANDS 0 � WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q O FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2 � DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. O PLUMBING FINAL � = COMMENTS: � � �� z 0 � � a ` � ` �2_ r' �!� 4A.�_ � O O � � � � � Z, l`C� t' o-^- i C,�.s Q � ` � � r W � �, ZLC 4� " � W � � d W � W❑ WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN �❑ F1ECT WORK AND PROCEED � CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDEFi POSTED. CALL INSPECTOR. ❑ INSPECTION RE�UIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Cont . o Inspector 447-4230 r�aw coPyisrts wnne copyn��xror �s F;b N � TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTIC SCHEDULED _� PERMIT NO . �/ COMPLETED � � 3 ADDRESS � r�� , r�s �� OWNER CON R. TELEPHONE NO. W ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � � FRAMING �MECHANICAIFr�, � ❑ EXCAV./GRADING/FILLING � O INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS �❑ WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT Z❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q � FOUNDATION O SEPTIC INSTALL. O SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL ❑ = COMMENTS: /�%/�tS�ai�i��-�r J Q '� Q I , .L1�5 � r tsess � ��t� �1 ��--�` � W 2. .t�.s�--Q� w� �k-� �.� c, � t- s y s��,.,. a �, v�a� CO s��-- ��,��.� � , t� � r J O �� Te�C �-�7 �- P�'i. �/G� I�] f t�o-�c.�..� � � � �re �-�-�R...7 lno-� U tsi (o l-� � �� m l� '� �! �i c {-�s �� Ci5 Q � Z W � W R � C7 W 2 W C WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN 4❑ CORRECT WORK AND PROCEED ��ORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING V ❑ ORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Con r. site Inspector 447-4230 re�aw coPy�rs rvo wnne coPyn�aPscror �s F�b N � TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED � PERMIT NO. 'l_,� COMPLETED � Z� �— ADDRESS / �9� G(1 !/ S �,�—�� OWNER CONTR. � TELEPHONE NO. tL� ❑ FOOTING �MBING RI ❑SITE INSPECTION � ❑ FRAMING MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS �❑ WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT Z❑ FINAL � SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL _ ❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. � PLUMBING FINAL � = COMMENTS: J Q � � 1'� 1 R—`�f'-5 � �x-- � a � �� i,� ►� ro v �.� � O R O � W � Q ti 2 W � � � � O W � O WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN �❑ CORRECT WORK AND PROCEED 0❑ CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING U O CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr. Inspec � 447-4230 YMbw Copy/Sifs Nofics WAife Copy/Intpsttor's Fib � � TIME CITY OF PRIOR LAKE CALLEO-IN INSPECTION NOTlCE SCHEDULED PERMIT NO. C� "3�U COMPLETED � -� ADDRESS � � �, � OWNER ONTR. � TEIEPHONE NO. l� ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION Q❑ MING C MECHANICAI ❑ EXCAV./GRADING/FILUNG NSUTATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS C WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q L FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. O SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENT : Q O / � � a � �v � 5— ,;� f � O � O.��iC � �L- , ' ' , �,r� O � W � ¢ Q � 2 W � W � � O W � � WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN �[� CORRECT WORK AND PROCEED � �� CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING U J CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. r: STOP ORDER POSTED. CALL INSPECTOR. C� INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr. o�ite Inspector � ��.- 447-4230 r�aw coPy� nan� wnrte coPyn�aoxra s F��s TIME CITY OF PRIOR LAKE CAILED-IN O� INSPECTION NOT CE SCHEOULED ` � � d � PERMIT NO. ' COMPLETED / � :3a ADDRESS � OWNER C TR � TELEPHONE NO. �SG — ��G l�i� �C� �,,�,�� W ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � 0 FRAMING ❑ MECHANICAL O EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORENVETLANDS 0❑ WALL BD. ❑ METEFi SET/TURN ON ❑ COMPIAINT Z ❑ FINAL �SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL _ ❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: �/ , � 2 ' . � a ' j �/ O / _ O - � W - ¢ Q - � � 2 W � W � � O W R WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN W ❑ CORRECT WORK AND PROCEED �❑ CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING U � CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REOUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advan e. Owner/Contr. on sit � Inspector � 447-4230 rNaw copy�sins Nonce wnme copyMapscrw�s Fib � TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTlCE SCHEDULED l�- 11-��1. �'�30 PERMIT NO. I�I - 3�O COMPLETED ADDRESS � 1 -I� �� Dcw�c�,Jc�..�_ OWNER CONTR. �. TELEPHONE NO. t j❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � C FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION '� WATER HOOKUP ❑ LAKESHORE/WETLANDS Q C; WALL BD. ❑ METER SETffURN ON ❑ COMPLAINT Z C FINAL � SEWER HOOKUP O FOLLOW-UP Q � FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL = C DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J O FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: J Q o ��e�.e�- S'�v� �c��-- o� r1a..ti �l� W,��. 8 W �� l�� -�crrw�- W a��=C r S�-u �-i a � , � W a�.cr- S�lo v t s� lol� � > ¢ O � W � Q � 2 W � W � � O W � W❑ WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN O�, CORRECT WORK AND PROCEED �❑ CORRECT WORK. CALL FOR PEINSPECTION BEFORE COVERING C� CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. � � STOP ORDER POSTED. CALL INSPECTOR. C_; INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr. on site Inspector 447-4230 re�ww coPy�r. nan� wnns copyn��pscrw �a F�b DA TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTtCE SCHEDULEO � -3v PERMIT NO. � 3 �� COMPLETED 'Z/ " � ADDRESS � �9� GUL, .5 ��4. OWNER CONTR. TELEPHONE NO. W ❑ OOTING OP UMBING RI OSITE INSPECTION � FRAMING ECHANICAL ❑ EXCAV./GRADING/FILLING ❑ INSULATION ❑ WATER HOOKUP � LAKESHORE/WETLANDS � �' WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2 C; FINAL ❑ SEWER HOOKUP � FOLLOW-UP Q'�'� FOUNDATiON ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL _ ❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J G FIRE PREV. ❑ PLUMBING FINAL � i COMMENTS: I I!�- �� u i�' , G �' � ) / U W � j Q o ��: I -�- �, '� -�-i„• o ^ 1�, � W � N�b �1c1� �UI � cr l' t_�9��.s /a-S OU�fc�r�_ a ¢ � � 65� 5„�� w�i�� 0 � W � Q � Z W � W � � O' W W❑�l� K SATISFACTORY:PROCEED ❑ PHOTO TAKEN O �'CORRECT WORK AND PROCEED ��i CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING �� CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. C STOP ORDER POSTED. CALL INSPECTOR. C; INSPECTION REOUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr. n site Inspect�� 447-4230 re�aw coPyisrt. nancs wnxe copynnapscror �a F�b DAT TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED PERMIT NO . � d COMPLETED `�� ADDRESS I 4 q 4 8 �<<� S �G.� w a."� OWNER CONTR. � TELEPHONE NO. W❑ F TING ❑PLUMBING RI ❑SITE INSPECTION � RAMING O MECHANICAL ❑ EXCAV./GRADING/FILLING ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS �❑ WALL BD. O METER SET/TURN ON ❑ COMPLAINT 2❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q O FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOI. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBiNG FINAL p Q = M NTS: Q . �2, w z 0 � � a � � ,� Q � �� - Z7 � O � � O � W � Q ti 2 W � W � � O W � W C WO SATISFACTORY:PROCEED ❑ PHOTO TAKEN p❑ RRECT WORK AND PFiOCEED � CORRECT WORK. CALL FOR REIN ECTION BEFORE COVERING V ❑ CORRECT UNSAFE CONDITIO ITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POST . CA�L SPECTOR. O INSPECTION RE� RED TO ARRANGE ACCESS. call for the next � s cti 24 ours in advance. Owner/Contr. n ite Inspector 447-4230 re�aw copyisrte nance wnhs copyn�apscro��s F+b DA TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTtCE SCHEDULED "2-3'/�I =� PERMITNO �� COMPLETED ADDRESS � `� �I � � w` ��S �"��-� OWNER CONTR. TELEPHONE NO. W ❑ FOOTING ❑PLUM8ING RI ❑SITE INSPECTION � C FRAMING �MECHANICAL �� S�� EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS 0 u WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2 L FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q U FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: �ar�� u�,,,c��- �1�) ��q J Q /� /� 1 Q I�IMY_R_r ��, � S X IYtJ /2 �a,' 1�J 1 t1�_ W ✓�v� �es�ec� � ¢ � O } Q O � W � Q � 2 W � W � � O � �i �WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN � C CORAECT WORK AND PROCEED � C CORRECT WORK. CAIL FOR P,EINSPECTION BEFORE COVERING � CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. �; STOP ORDER POSTEO. CALL INSPECTOR. C; INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr. ofi�ite Inspector 447-4230 r�aw coPy�srt� � wnne copynna�� s F� DA TIME CITY OF PRtOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED PERMIT NO . �Q � 37 � COMPLETED q�� `'� � ' �d ADDRESS �4`�q � � ; �dS t�.wa OWNER CONTR. TELEPHONE NO. l� ❑ FOOTING LUMBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV.lGRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS �❑ WALL BD. � METER SET/TURN ON � COMPLAINT Z❑ FINAL � SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL _ ❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL p = C MMENTS: J Q p Q.�-S � ¢ a �� O�C.. � � � �fr� U� �. ¢ O � W � Q ti 2 W � W � � O W � W C RK SATISFACTORY:PROCEED ❑ PHOTO TAKEN � CORRECT WORK AND PROCEED ❑ CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING U ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION RE�UIRED. CALL TO ARFiANGE ACCESS. call for the n in ection 24 hours in advance. OwneNCo s te Inspector 447-4230 YMbw Copy/Sifs No � WAite Copy/In�pecror's Fib DAT TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED PERMIT NO . aa '� COMPLETED $�9� Ir' � ADDRESS � Q q g �� aS 1 � OWNER ONTR. TELEPHONE NO. W ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FFiAMING ❑ MECHANICAL ❑ EXCAV./GP.ADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHOREM/ETLANDS 0 O WALL BD. O METER SET/TURN ON ❑ COMPLAINT 2❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q�FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL �❑ DEMOL. � SEPTIC MAINT. ❑ FIREPIACE J❑ FIRE PREV. ❑ PLUMBING FINAL p = COMMENTS: J �,(� Q �� Z � � � � � � f O�c � � O � O � W � Q � 2 W � W � � O W R W ORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN O❑ CORRECT WORK AND PROCEED �❑ CORRECT WORK. CA OR REINSPECTION BEFORE COVERING U ❑ CORRECT UNSAF O ITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER P TED. C L INSPECTOR. ❑ INSPECTION R UIRED. LL O ARRANGE ACCESS. call for the nex insp tion hours in advance. Owner/Contr. on si Inspector 447-4230 rs�aw capy�rs rancs wnms coayn�a�cro. •s F;�e DAT' TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED � •' °O PERMIT NO. c I �� COMPLETED ADDRESS ( � � 4 � W � �g ��r ��i OWNER CONTR. TELEPHONE NO. W �-FOOTING ❑PLUMBING RI �SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL � EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS �❑ WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2❑ FINAL � SEWER HOOKUP ❑ FOLLOW-UP Q O FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL _❑ DEMOL. ❑ SEPTIC MAINT. � FIREPLACE J❑ FIRE PREV. O PLUMBING FINAL ❑ = COMMENTS: J Z Q W �� v�'� � �tJ Y�.�,l� �9 n a � � O o� O � W � Q � 2 W � W � � O W � WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN W ❑ CORRECT WORK AND PROCEED �❑ CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING U ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. O INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next �nsp tion 24 hours in advance. Owner/Contr. on t Inspector 447-4230 rs�aw copy�rs wo wnne copyn�a�mr �s F;�e DAT' TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED � - 2� � I O � �d PERMIT NO . l � _�� ` COMPLETED ADDRESS I��I L Z �� P-�s-k �� OWNER CONTR. TELEPHONE NO. W ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � 0 FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING �❑ INSULATION O WATER HOOKUP ❑ UIKESHORE/WETLANDS 0❑ WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. � SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PFiEV. ❑ PLUMBING FINAL � /.�; r'�'�s }�e�s l: �,�.L = COMMENTS: Q �5 I\Qi � I P�'iL�2Lt' �O C��lIJ�� l V�-\ll�� . p �4 ,,,,U �.o--L rf �.n enw�.al` � �o � �� e v �' � ' U W a R � O Q O � W � Q F�- 2 W � W 2 � O W ��ORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN 0❑ CORRECT WORK AND PROCEED �❑ CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING U ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP OFIDER POSTED. CALL INSPECTOR. ❑ INSPECTION RE�UIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr. n s Inspector 447-4230 rs�aw capyrs�rs wonce wnms copyn�a�cror�s Fae DAT� TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEOULED 8'�� '� � PERMIT NO . - L"' � � t � COMPLETED ADDRESS `� � �� S OWNER ONTR. TELEPHONE NO. W�OOTING ❑PLUMBING RI ❑SITE INSPECTION � � FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORFJWETLANDS � O WALL BD. ❑ METER SETlTUFiN ON ❑ COMPLAINT Z❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. O FIREPLACE J � FIRE PREV. O PLUMBING FINAL � = COMMENTS: n ,� �� Q �� M; in. �oo� i�-�._ ol e..�0�� i.S � 2. X'.2. `-� �,�J i� o z. Ca� ��{ R s co�+�,,�U � ro�.S re4 . � � W a 0 SQ� l.oG�l,rS ,�y- l-I�I�s - C� So; l � ar t�� `• �o� �v� -P k�2r i`z� r � c9 W Ps / 21c'� � cs,J— Q O � W a l � ��r con��..,,._._.� ; �c � � Q � z W � W � � O W � W❑ WORK SATISFACTORY:PROCEED O PMOTO TAKEN � �CORRECT WORK AND PROCEED �,�CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING V ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP OROER POSTED. CALL INSPECTOR. ❑ INSPECTION REOUIRED. CALL TO AFIRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr. n it Inspector 447-4230 re�aW coPyisns nancs wnRS coPyn��cror•s F;b DATI TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED PERMIT NO . G 4 � 3�� COMPLETED k 1_ S�(�- � ADDRESS � 49 9� w�'U i OWNER ONTR. � TELEPHONE NO. tL �OTING �PLUMBING RI DSITE INSPECTION �� ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING /�❑ INSULATION ❑ WATER HOOKUP O LAKESHORENVETLANDS �❑ WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT Z � FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: J Z 0 W r�- � � � a ¢ � O � O � W � Q � 2 W � W 2 � O W � ORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN W ❑ CORRECT WORK AND PROCEED �❑ CORRECT WORK. CALI FOR REINSPECTION BEFORE COVERING V O CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CAIL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Cont . site Inspector 447-4230 re�aW cqoyis+ro rance wn;re coPyn��ra�s Frb --�_. F PRI� '• �. � �'; � �__� �ITY OF PRIOR LAKE 1. w,,��e File = BUILDING PERMIT 3. Yelow Applicant J � A�IfA� RY CERTIFICATE OF ZONING COMPLIANCE � �. AN ' i. TILITY CONNECTION PERMIT )� �''°��y PermitNo. - �7� DIRECTIONS 1. DATE SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN BEFORE PERMIT IS ISSUED (Please Print or Type and sig at ottom) �/ 2 8� 9 4 BUILDING INFORMATION 2. SITE A D S ' � ` � �� ,�/�. • � �ZE OF ST�� URE �� 1 3. LEGAL DESCRIPTION _ � ��p� _� 12. NO. OF STORIES � -�-� �'' � -1 ' 1 LOT � BLOCK � PID W11dS PUD T h e W i 1 d s P U D 13. TYPE OF CONSTRUCTION ADDITION Office Cold Storage 4. OWNER (Name) (Address) (fel. No.) 14. FLOOR AREA APPORTIONMENT USE Prior Lake Development L.P. ��-��;612-445-4455 5. ARCHITECT (Name) (Address) (Tei. No.) Roger Heid Cert. Engineer 612-895-5527 6. BUILDER (Name) (Address) (Tel. No.) 15. NUMBER OF OCCUPANTS OR SEATS Frieges Drywall 10 Church St. New Market 461-3288 occuPaNrs 7. TYPE OF WORK Fireplace p Septic p Heating p Plumbing p Reroofing O Porch p SEATS N/ A New Construction � X Alterations O Addition p Finish Attic p Residing p Finish Basement p 16. ESTIMATED VALUE Chimney O Misc. 3 � � � � 0 8. PROPERTY AREA OR ACRES 9. PROPERTY DIMENSIONS 10. CULVERT SIZE 17. COMPLETION DATE Sq. Ft. 1 . 15 A c r e �Nidth 115 Depth 10 S Yes No X 0 c t 3 0 19 9 4 I hereby certify that e furnished information o this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above menti roperty nd hat all str tion will conform to ail existing state and local laws and will proceed in accordance with submitted plans. I am aware that the b' d' g official ev t' p it fo ' s. urthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. X < < -� President, PLD L.P. 7/28/94 �/ S( nature / License No. Date FOR ADMINISTRATIVE USE SETBACKS: Required MATERIAL FILED WITH APPLICATION Actual SOIL TESTS O ENERGY DATA � Front Back Side Sido PROPOSED GRADE FOUNDATION OFF STREET PARKING PILING LOGS p PERCOL4TION TESTS O IN RELATION TO CURB OR CROWN PLANS 8 SPECS SETS OF STREET SPACES REQ. � USE OF BUILDING �/�i��/;� c�� I�" SPACES ON PLAN SURVEY g COPIES Z- � PERMIT VALUATION � �� PLOT PLAN 0 TYPE OF CONSTRUCTION: I II III IV � Ci Amount Brought F .................. $� �� Occupancy Group A B E I H R M—� r L '� (�'Z ��'�/ y �� Park Support Fee4a.�j"..�......... $ �� C1 Division 1 2 3 4 SAC ...........U.. �7j` � ...... $ Z.`-� � U . � C� .. �L� ...... . Permit Fee ................................... $ �� 3 39 .� C.� � ��"`'" Collective Street Fee �....T�.�..... $]� O�a- � V Plan Checking Fee ......................... $ � C.7 . � � �l^ � 'h Sewer Tap ................................... $ License Check Fee ....... ........::. G . $ State Surcharge ............................. $ � Sa . p � q " - ` Pressure Reducer ..�Fc.�r'�.�'E-$.... $ L► h. v c� Penalty ....................................... $ Meter Horn ........................ $ ........... ,t Septic System ............................... $ Water Meter .....:.�-:./�`'!: kr�':....... $ Z � L� , q� Check if p Sewer & Water Connection Fee Y -� $ z- , r 7 oc� Other ........... 7~ • c� rJ ......................................... $ ' -7 �� - / � Deferred O Water Tower Fee .. �..°. °..°..?.`.�...... $ � p d �� . ''� �1 SubtoI� .............................. $ ` , � , Water Tap ................................... $ , This Apli ' n Your Building Permit h Approv �, Il Builder's Deposit ...lT(. � ............... $ � � �. Date � 1 ` - °�7"� Other ......................................... $ , `' �Z SZ _� Total Due .............................. $ Certificate of Occupancy r Paid i�"� �) k� Recei t No. '):{ ':;�_'� Issued ) Date �/ ' � �' B � This is to certify t the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as r uested. This document when si� d�the C' nner constitutes a temporary C�cate of Zonin�icompliance and ailows construction ro commence. Before occupancy, a Cert�cate of Occupancy must be issued. . 1 ,�-± �•. �"4 -''-' � Ciry Planner Date Special Conditions rf any 24 Hour notice for all inspections 447-4230 9:00 a.m. • 10:00 a.m. �� r , _ ., _, .f.c;n.;t-r'A�..-r,f.... . _;.r� .F., :_ - . , .. ,.tr.; .��1l�aW".+' .. . .. .. . . { . . . . i:� .� . � . � �� ' =�t . . ._ _._.... . _......,.....,:� ..:_..... .__ ..,:�..�� ..r . � � � ��! �� -� -= , D� -- -- -- CITY OF PRIOR LAKE 1. `�'n�te - �� 2. Yellow - Assessor !', BUILDING PERMIT 3. Pink - Applicant ��N�RY; �RTIFICATE OF ZONING COMPLIANCE ��'' AN ILITY CONNECTION PERMIT permit No. �l `�- �� DIRECTIONS 1. AT SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom � BUILDING INFORMATION 2. SITE ADDRESS 11. SIZE OF STRUCTURE i �� q � , � � I� � �� (Height) (Width) (Depth) 3. LEGAL DESCRIPTION 12. NO. OF STORIES � PID 1- ��. l ! — O � �'C' LOT �� 13. TYPE OF CONSTRUCTION ADDITION , `-e- � `� 4. OWN R , (Na ) ddress) � Tel. No.) 14. FLOOR AREA APPORTIONMENT � S , USE 5. ARCHIT �� v (Name � � (�} dre,ss) , (Te No.) ,� 3J r /�� . ; 't/. 7 � �-�'� �.� , f � ' '2�/,C/ �./. 6. BUIL� Nc� � (Name • � ddress) (T No. �3ZSn 15. NUMBER OF OCCUPANTS OR �� SEATS OCCUPANTS 7. TYPE OF WORK Fireplace SepticC Heating❑ Plumbing❑ Reroofing❑ SEATS New Construction� Alterations❑ Addition❑ Finish Attic❑ Residing❑ 6. T MATE VAIUE Finish BasementC Porch❑ Garage❑ Chimney❑ Mis a 8. PROPERTY AREA OR ACRES 9. PROPERTY DIMENSIONS 10. CULVERT SIZE 17. COMPL TION DATE Sq. Ft. Width Depth Yes No I hereby certity that I have furnished information on this application w�ich is to the best of my knowledge true and conect. I also certify that I am the owner or authorized agent for the above mentionetl property and that all construction will conform to all existing state and local laws and will proceed in acco� nce with submitted plans. I am aware t�at the building offi ial can revo s permit for just cause. Furth rmore, 1 hereby agree that the city official or a designee may enter pon the property to perform needed inspeo tians. /� � �( � � X GCi �� Signature Date FOR ADMINISTRATIVE USE SETBACKS: Required MATERIAL FILED WITH APPLICATION Actual SOIL TESTS ❑ ENERGY DATA ❑ Front Back Side Side PROPOSED GRADE FOUNDATION PILING LOGS ❑ PERCOLATION IN RELATION TO CURB OR CROWN OFF STREET PARKING TEST ❑ PLANS 8� SPECS ❑ SETS OF STREET SPACES REQ. USE OF BUILDING SPACES ON PLAN SURVEY ❑ COPIES PERMIT VALUATION I��ySO. �3 pLOT PLAN ❑ TYPE OF CONSTRUCTION; I II III IV V Amount Brought Forward ...... ... ... .$ ' Occupancy Group A B E I H R M �� Park Ded .. .. .. . .. .. . .. . .. . .... .. . . . .. $ � • Division 1 2 3 4 QD S8C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Permit Fee . . . . . .. . . . . . . . . .. . . . . . . .. .. $ ' Plumbin g............................ $ Plan Checking Fee . . . . . . . . . . . . . . . . . . . . $ • �/� Sewer Ta p ........................... $ State Surcharge . . . . . . . . . . . . . . . . . . . . . . $ ' Sewer Hook-u p ....................... $ Penalty .............................. $ Water Hook-u p ....................... $ Septic System . . . . . . . . . . . . . . . . . . . . . . . . $ Meter Horn . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Other . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Water Meter . . . . . . . . . . . . . . . . . . $ ........ Subtotal . .. . .. . .. .. . . . . . ... .. .. $ • Check if : _ Sewer & Water Connection Fee • • • • • • • $ Deferred i ; Water Tower Fee . . • . . . . . . . . . . . . . . . . . . $ This Ap lication Becomes Your Building Permit When A Water Tap . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ �l 30'' /�� City Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Date Other ................................ $ ertificate Occupancy Total Due . . . . . . . . . . . . ., $ ' � Issued Paid ,,� ,T � , � Rece �n�� L Date r H �� B This is to cert' a e reque the above application and accompanying documents Is in accordance with e Clty Zoning Ordinance and may procee requested. This docu- w e �gne y Ity PI er constitues a temporary Certlficate of oning compllance and allows ns uctlon to ommen Before occupancy, eritiflcate of Occupancy mu e ssued —�� J ' p � Qr � �11 Q U �� n� ./�/ L V ��` � I � ity Plan Date Special Conditions if any 24 Hour notice for all inspections 447-4230 9:00 a.m. - 10:00 a.m. / j' /_� n� �% � / _ � . - � _ . ...� ,, :' ��...� i E � � �� 4 • �r�'i � � r : ' �, i i �ifa •,�;;�., ,__ .._....._._�._..._,.,,._,..]R,l �. ,.,�..._...._.�..:......... . .__. �._...._� . � � . �. . � Q � � � BUPLDRNG AND Ii�SPECTION ' ; �� ' �� SITE ADDRESS � y� � � � ,�� NATURE OF WORK /� �- '� % ,� USE OF BUILDING PERMIT NO. 9�-��' DATE ISSUED /'/�� CONTRACTOR � - NOTE: THIS IS NOT A PE MIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT 1S BY SEPARATE DOCUMENT INSPECTOR DATE FOOTiNG � ' ,�3 y �y %! FOUNDATiON (Prior to Backfiil) , ��/ ' PLACE NO CONCRETE UNT; ABOVE HAS BEEN SIGNED � ROUGN - INS SEWER / WATER / SEPTIC ,,,,' FRAMING � INSULATION f � � ELECTRICAL PLUMBING �S HEATING (if required) '� ��is 4 FIREPLACE GAS LINE AIR TEST ` � COVER NO W�ORK UNTiL ABOVE HAS BEEN SIGNED W�,LLBOARD 1 �� .-.-..� F I i� A L S�u��-. i'/z�� GRADING (Prior to Sod�ing) BUILDING ELECTRICAL PLUMBING HEATING � DO NOT OCCUPY UNTIL ABOVE HAS BE�N SlGNED NfJTICE � This card must be posted near an electrical service cabinet prior to rough-+n inspections and maintained until all inspections have been approved. On buildings and additions where no servica cabinet is available, card shall be placed near main entrance. Call between 8:00 and 9:00 A.M. for al! inspections FOR ALL INSPECTIONS 447-4230 �.�� P R I �i� � / �� r � � / i ��. � - , � � � / �. 1 � � � \ { . � .L,' `..� L ~ �` November 21, 1996 Wilds Vlaintenance Facilitti� Attn.: James Gardn�r 31 � 1 w�ilcis Riti�e Prior Lake, �N ��i2 Dear �1r. Gardner, This letter is in regard to the site inspection conducted at The Wilds �Taintenance BuildinQ located on Lot 1, Block 1, The W'ilds. The site inspection :ncluded a re��iew of the landscape plan, site plan, and previous correspondence regardina compleuen oi the site improvements. The inspection conducted on Nevember 1, 1996 revealed that neither the site improvements nor the landscapin� is comolete. The following gene:ai items are outstandin� related to the approved site plan and lancscaping plan: 1. No parkina lot striping to identify required parkinQ spaces. 2. Outside storage of pvc pipes and other materials were found on site. particularly alon� side the building. Outside storaQe is not a permitted use. 3. The area to the nonh of the buildina was intended to be sodded. It is covered �� ock. Tne landscapina plans show�s sod around ail sides oftne buildina, excludir.g the front. 4. There were 16 trees that •��ere to be saved. A site inspection of these has vet to be completed. �. Required landscape materials �vere not in place. Some plantings are not present, and some are dead. Let me know if you need a copy of the appro��ed landscape plan. I have spoken with the Building Department relatinQ to their issues. It appears there is no permanent Certificate of Occupancy issued for the buildinQ. Apparently rhere are issues with the Fire Lane and Sprinkler final Inspection and repair has not been completed. If you have any questions, please feel free to call me. Sincerely, �I � � � �enni Tovar � 16200 Eagle Creek .�.�e. S.E.. Prior Lai:e. �Iirr.esot� .��3 �?-1 i i�—'. �� Ph. �612i �?-� - 4230 % Fa:�: !61?'; —'.=� �-421; ,.�; �_ ,,,� �.�� cF_:�„ -� _ �- �. _-_ � . �_. T�r i 1�' � 1955 1 i� 261=1h1 Jf'1 Pr i ur LaEc c Dcu LP �4'?�24� P• 4�� ,. � : . � , Jan_ 17, 1995 To- peD Gart'oss-City ofi Prior Lake �rom: Timn F. Jacobs- The Wilds R8: M�intenance Building letter of credit The foliowing is a sum�ary af our agreement. The C={y present(y holds a CD for apprax. $42,254.00 for a�rading perr �it an the goff course. This work has been completed. �^�ie wish to trar,sfier this CD �ver t� the maintenarce facility tc be u�ed as security iot the site improvement items to be campleted in the S�ring of '95. C .r�h�. � 4 ' t- a.. �, ��a ay. r;a ��lr! a6� ��., w n � * nf ' s �'lt� �iiet :..:.t: ,� ��iJl. av iiG��. i�iG�' Lii� iili�u ii i5 ii iu� IL Yi'vril�i� O��i`� �V�i�IC11471� i�./I �1 impro�ement items as warrarty security. Deb, I trust this letter will satisfy the requirements far security an thfs project. Thank you fcr your cansideratian and help on this matter. SincBrely, - ! �-_ •--_�_� Timn F. Jacefls C� C� C� 0�I C� D � -, .�` �\��S papKwar,�, w � . 612 �465-3500 • �q,�.6 , .j'1 1 F,`� Aip •0 •'. �,r Q� � L,�y« �N 5 -832d U�Ofd � • O F PRIp -� y � v rn White - Building Canary - Engineering Pink - Planning The Cen�er of Ihe Lolce Counlry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED - ' � � � � The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: � Accepted t� Accepted With Corrections Denied ? Reviewed By: Date: � - 1 7 �� Comments: "The issuance or granting of a permit or approval of plans, specificati�ns 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 � PRI�� y � r� P ��'N ESV� �vc�ir_,ii MEMO TO: GARY STABER FROM: DEB GARROSS RE: SITE PLAN APPROVAL FOR THE WILDS MAINTENANCE BUILDING DATE: JANUARY 17, 1995 Attached find a co}�y of the approved site plan for The Wilds Maintenance Buildiilg. As of January 17, 19�5, the City received all outstandii�g materials and financial security for improvernents which will be deferred tn�til Sprii�g, 1995. The improvements include installation of landsc�tpe rnaterials and u7igatioil system; parking lot improvement, installation of curb al�d <�utter and construction of a retainin� wall adjacent to the north property line. At this point, I have approved the attached buildii�g permit and a teinporary occupancy permit c�ln be issued for the maintenance building and accessory "fertalizer" structure. If you have yuestions relared to this issue, please contact me dii 16200 Eagle Creek Ave., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER �nri 1 i� 1'�� ii � c�F7i' J�'i r'r' i��i' L3F:� L1c� LF ' 4=1i��4� 1 e�1 � w�-��cr,�-� �sao w�a-€��.•�«y }'rior L.c�c,� 7�! unx��w 5� 3 7 2 (6I.2.) C45-d455 FAX (6'L2) Q4.5�32U � , f� DAT�.. _ � �_ I _ ( _ T{): ��:.{� G' 1--� ,�; � �' FROM� ^ � --z,-�� - _ __ ___ _ _ l _ __ Fa x � RF _ `.� �-, �v.�Ct�-�---.�_. r�� -�-.�2„-: -----_ . _ __.. _._._ _ _ __.. . _ r .z . . . . _ _ . . .. . _ . r j �' Pa� ��.�r�� rcl,vnzxc rnv� P�t��-= ��.�E CONTACI' AT THI: ABOVE � IF TFANS�4�S�ON IS FAULTY _ � t,CJ�: %; 7 - _�-- � , �f � 1 �� ' __ ��;� ��J� ` `� �-'�� M �_ ��, ;�_��.�i,.- ,�-_-�- -��.- - �---, , ; i' � t-�-�� -�� 2021 W. County Rd. C Roseville, MN 55113 (612) 635-0929 • Fax (612) 635-0930 Of MlClll@SOta "Providing exceptional automation systems that satisfy." January 5, 1995 PAUL C/O INSPECT[ONS DEPT CITY OF PRIOR LAKE 4629 DAKOTA ST SE PRIOR LAKE MN 55372-1714 Subject: The Wild's Maintenance Building Carbon Monoxide Sensors Dear Gentlemen, This letter is in response to a request by Don Hartman of South Metro Mechanical to clarify the carbon monoxide (CO) sensors at the Wild's. The CO sensors are factory calibrated and require no calibration during installation and startup. Normal CO levels vary from around 7 PPM to 30 PPM depenc.ing on location of the sensor and fresh air supply. The PPM level is displayed in the unit and should be reviewed regularly and tested every year. A calibration kit was not supplied with the system as it was not required in the job specification. The Control System, Andover Controls TCX851's, are programmed to turn on the make-up air and exhaust units when the CO rises above 100 PPM setpoint. The equipment will remain on until the CO level drops below the setpoint. We also included a manual setpoint adjustment on each controller to allow adjustment from 25 PPM to 175 PPM. There was docurnentation left on-site explaining how to adjust the setpoint to meet the occupants requirements. We have installed CO sensing in buildings ranging from banks to maintenance facilities. The smallest system was a bank having problems with delivery vehicles running while parked below the fresh air intake. We installed a sensor in the fresh air grill to modulate the dampers while a high CO level was present. We also recently compieted a CO sensing project for Wright Hennepin Electric. This is a 50,000 sq.ft. maintenance facility for their fleet of trucks. I am confident the system installed at the wild's is very reliable, accurate and flexible in meeting the safety needs of the occupant. If you have any questions concerning this project or system, please feel free to contact me at (612) 635-0929. Sincerely, C.X�� W • Allen W. Gorell Installation & Engineering Manager Our mission is to provide exceptional automation s�stems t/rut resulf in unsurpass,�d leve[s ojcustomer satisfaction. 2021 W. County Rd. C Roseville, MN 55113 (612) 635-0929 � Fax (612) 635-0930 of Minnesota "Providing exceptional automation systems that satufy." January 5, 1995 PAUL C/O INSPECTIONS DEPT CITY OF PRIOR LAKE 4629 DAKOTA ST SE PRIOR LAKE MN 55372-1714 Subject: The Wild's Maintenance Building Carbon Monoxide Sensors Dear Gentlemen, This letter is in response to a request by Don Hartman of South Metro Mechanical to clarify the carbon monoxide (CO) sensors at the Wild's. The CO sensors are factory calibrated and require no calibration during installation and startup. Normal CO levels vary from around 7 PPM to 30 PPM depending on location of the sensor and fresh air supp(y. The PPM level is displayed in the unit and should be reviewed regularly and tested every year. A ca(ibration kit was not supplied with the system as it was not required in the job specification. The Control System, Andover Controls TCX851's, are programmed to turn on the make-up air and exhaust units when the CO rises above 100 PPM setpoint. The equipment will remain on until the CO level drops below the setpoint. We also included a manual setpoint adjustment on each controller to allow adjustment from 25 PPM to 175 PPM. There was documentation left on-site explaining how to adjust the setpoint to meet the occupants requirements. We have installed CO sensing in buildings ranging from banks to maintenance facilities. The smallest system was a bank having problems with delivery vehicles running while parked below the fresh air intake. We installed a sensor in the fresh air grilt to modu(ate the dampers while a high CO level was present. We also recently completed a CO sensing project for Wright Hennepin Electric. This is a 50,000 sq.ft. maintenance facility for their fleet of trucks. I am confident the system installed at the wild's is very reliable, accurate and flexible in meeting the safety needs of the occupant. If you have any questions concerning this project or system, please feel free to contact me at (612) 635-0929. Sincerely, C.�s�� l,� Allen W. Gorell Installation & Engineering Manager Our miuion is to providc �tronal autonwiiort sysrcnv that resu/t in unsu�au�d levelr ojcusromer �oction. ! a i- 0�- 9 S T U E 1 6 S� Q M A H A - N E� 1 P_@ 2 �toll Hume eind $ulldin� f'vntrul t�nneywe111nc. 2U2{} BloonuntG�n Ave Minnea��id MN 55404 6l� 1:t7(L292b N.�tivral C`entrxl Stutinq Scrvi�es Jarivary 3, 1995 Mc. Tirn� Jacobs Th� Rrilds-�Viaintenance Faaility 2500 wilds �ackway Pri�r Lake, MN 55372 Agteement Number 132-01 231 b7 Uear Mr. Ja�COhS: Tt�e wilds Mains�nce Facility at 2500 wiids Parlcway �s a U.L. A�praved �ire Panel with oonnections t� one existing Waterf'low de�ic� one existing Butte.rfly_ Va1�e Swit�h and flne existing Low Pressure Supervisory Switch. Honeywell has begun moxutorir�g thia Fire system as af Janu�y 3�d at 3:45pm. Sincerely, • � �imothy J. �ekin Busin�ss Sa1es Represe�tati�e (612) 879-27�.3 � htiMed rNL.b� fwt Sw e07F Rei7•� Paper, 30'W R•.d-l;.�rznxr �'�;� I��S G O L C L U 6 December 21, 1994 City of Prior Lake � ��'' c/o Gary Stabler � � RE: The Wilds Maintenance Facility Gary, � Please find enclosed the followin ro osal on the fire su �� g p p ppression system for The !/Vilds �,� maintenance facility. 1). A letter from Carlson Fire Protection Company on the specifications and design of the fire suppression system. 2). Alternative water sources as addressed in the enclosed documents. As noted, the proposed fire suppression system will function at 80% efficiency, until such time as the booster station is on line. To supplement this system we propose to exceed the code requirements and install a electronic monitoring system. Honeywell Security Division, in care of Timothy Meekin, will be installing a security system which will link the fire suppression system with Honeywell Monitoring. Installation of the system is scheduled to begin December 21, 1994. Honeywell will provide a specification sheet for the monitoring device. The estimated date of activation of the system and monitoring is Monday December 26, 1994. It is our position that this combination of fire suppression and monitoring will adequately protect both the interests of The Wilds and the City of Prior Lake, until the booster station is on line, Please note: the electronic monitoring system will be a permanent fixture for this facility. Should you have any questions concerning this matter,please contact me. Thank you for your consideration. �;�,� �., sincerely, ��.� /�--- -�--� � y �A�,,� Timn F. Ja �� 'G, I � � ��'°'� µ� � . �;�"'�'� � PARKWqy � . 2 � 612-4 • Fq-4,6' � � `�� ,` �o� p A/ 5 �' '1 �`' 4 �`�,�� a`� � �.4KE, MN �' 46,6320 ° � MT-ST�BR.WPS �� . . - < � ,.�►.� �i � �<< � � ___--�. �__ x��s �a a�s�s * �� ee� 331 T Erts�gn �lvenue No� M��ea�al�s, M�ra�esa�a �34�� .N. �,s�.b. � u�r� 1�+MTe �ir.r s�i�i.�t31 D�te: 1'� j Z�D �� 4. Fax Ntimber: h�t4ntion: � � �� t"l � ��•Iw1 E N,., Company s I t; ! � f L. q� �rom : �'L L'' Number pf pAges (Inc].uding this cover she�tj; �+ Oriqinal will follaw �n the mz►il? _�Yea __ No Messaga : A'TT J4 c �4 {� � S l� ��• �� -� O� �i. t t.? . K l�L� � �k. s � � r�, . �-� /_---�:,..,' . !(" � j � � �� L. �:7 L� _ t� � � `' ' . ;; ; U�C 2 I l99�� ';�� ;�, � . .Y. ___ ------_____ . � � . . � . . � .. � . . : . � .�u �.o � � w ar I� _o � ' �� 1� I�S`C �' I�'N S .. � � . : . . � . . �� _ � — ; ,. . . ,�� •, : . f . ' �_.,. �`� • �. .� "��'..._,.._ `.�"`��' -._ r��T��Q= #� � C��-,�,�,.,, : .. . -�...�._.. - .. .,, : .. _ . : . : : . �: �.:.�::; f heraby eertify fiat tni3 pMan, specifitation `ar �rt was prcp�red by me or under my dir�ct sUp�t'visinn and ��at I am a��ly Regs's�ered PrOfCssio[t�i Ertgiheer under the faw5 uf the • state c�t �►�! I ��? •. --- . . ._— � 1�111�Q�$111Md�7E$ ��- � �� as��,� Il��a t�,�St�_�"' , R�S. No�� `' � �'�- � ��M�.r.� • � 4 . . . . . . . . . < '. . . • .. , . t r � k F h•' f �A', 1 , w' . :� �' . . . i ' � . ' s. . : The Wilds Golf Club Maintenance Facility Prepared for Timn Jacobs December 19, 1994 RE: Fire Protection Plan for The Wilds Maintenance Facility 1). Location #1: Fire Hydrant: This fire hydrant is located 150' north east of the Maintenance Facility. The Fire Hydrant is an 8" line connected to a 12" water main under the street. The pressure is 34-371bs per square inch of static pressure with a flow rate of approximately 600 gallons per minute. 2). Location #2: Fire Hydrant: This fire hydrant is located to the south west of the maintenance facility approximately 150'. 3). (FE)- Fire Extinguishers: There are six fire extinguishers located in the Maintenance building at various locations as marked on the site plan. The fire extinguishers have a rating of ABC dry chemical. Kidde model #466112 with a five pound charge. 4). Fire Department Hookup: In case there is a need for an emergency water flow. There is the availability of 1500 gal/minute from the Wilds Golf Club well located 3,000 ft. from the maintenance facility. The well houses a 125h.p. pump that is on a standby status. This pump and well has the recorded capability to maintain 1500 gal/minute water flow rate. 5). Fire Department Hookup: Located on the north east corner of the building, is a Siamese connection for fire department hookup. This connection consists of two, 2" lines. 6). Fire Department Hookup: Located in the same location as the Siamese connection, there is a fire department water connection where the Fire Department can connect their discharge hose to increase the flow of the sprinkler system. GC-FIRE.WPS �� JC�U�30o Gt� AUTOMATIC f IRE PROTECTION COMPANY 12488 Xenwood Avenue,Savage,Minnesota 55378 (612)894-3250 FAX16121894-9855 December 16, 1994 RE: Automatic Sprinkler System To Whom It May Concern: The water needed to make the sprinkler system in the Maintenance Building operate at 100% is 40.405 residual pressure and 38.540 static pressure per square inch at S 13.15 gallons per minute flowing. I used in our hydraulic calculations static pr�ssure �,"�5 �n�! -1si�ual presst�re �t �� a� 60G gpm tlowing per Tom Rousher of MSA Lonsulting Engineers. The existing conditions at the Maintenance Building, per Tom Roushar, has static pressure of 35 and residual pressure of 32 at 600 gpm. At a minimum, 80% of all fires are e�inguished by a fire system designed for a building of this nature with two sprinkler heads or less. The system installed at the maintenance building meets this 80% standard. It is my professional opinion that the system installed under the current conditions will suppress a small fire until such time as the fire department amves. I sincerely hope that this meets with your approval. If you have an questions regarding the above, please call, Sincerely, Carlson Autornatic Fire Protection Company � � � jo , /� �� i � C �� ,' Phillip A`�Carlson President AUTOMATIC SPRINKLER SYSTEMS — FABRICATION — ENGINEERING INSPECTION SERVICE CONTRACTS — EMERGENCY MAINTENANCE — 24-HOUR SERVICE �� I�� G O L C L � B To: Gary Staber - City of Prior Lake From: Timn F. Jacobs - The Wilds �� Re.: The IVlaintenance Building _ �� "� � 4 y � n `�`: �} +l , �� ' � . �r ��3��,- ' ��r� December 5, 1994 � Dear Gary, This is a confirmation of our telephone conversation of December 2, 1994. I was made aware that the footings for the fertilizer building have been dug. I did not authorize this and have had all work stopped. I have authorized the contractor to temporarily heat the ground to keep it from freezing. No other work will be done until the permit is issued. Further it is my understanding that your inspector had conversations today with Tim Werner over equipment being stored in the maintenance building. Again, I did not authorize this. It is my understanding that your inspector and Tim have come to some sort of mutual agreement. I apologize for these violations, and will continue to reduce or eliminate these problems. Thank you for your consideration on this matter. Sincerely, r �� ..__ ; �%-�...-� Timn Jaco� Construction Manager � e�� -.t; � �., �, �� „ � - � '� 1 � � � v" �� ' � �,u�u� a "� � ��, � ,� _ '' � � . � ,. � m•£, � �, * � -��. �. . � � . . ' � �W M �r:,. 1dm�e ,�� , �� `�,� �, �.. ,� � � �� ;,��^ �c� pARKWqy � 612- 455-350 0 • F4 �� . W , AA/o �� -1' � � . ; a� � ^� A N S_632o '* ,� TJ—CITY2.WP3�� KE, M ., Y � — „� �� o � PRI � � � v � x � `''�,,� N E s 0� � GM: TO: TIMN JACOBS, PROJECT MANAGER BLAIR TREMERE, ACTING PLANNING DIRECTOR FROM: GINA MITCHELL, ASSOCIATE PLANNER RE: 2ND SUBMITTAL REVIEW OF THE WILDS MAINTENANCE FACILITY SITE PLAN DATE: DECEMBER 5, 1994 ZONING: 1. Sec. 6.2, accessory structures shall not exceed 832 sq. ft. of area. The proposal is compliant with the Zoning Ordinance, indicating a 720 sq. ft. accessorv structure. 2. The required number of parking stalls is 30. The proposal shows 35 and is compliant with the Zoning Ordinance. Parking calculation was based on Sec. 6.5: Office - 1 for every 250 sq. ft. of floor space proposal = 1,890 sq. ft. = 7.56 stalls Industrial/Warehouse - 1 for each employee on the maximum working shift. proposal = 22 people (per written narrative) = 22 stalls 3. Sec. 6.5(D) states that driveways shall be limited to 24' in width at the public street line. The proposal indicates a width of 24' at the right-of-way line and 6�' wide at the bacic of the curb. The proposed drive�vay shall be acceptable to the City En� neer. 4. Sec. 6.13 states that exterior lighting shall be designed and arranged to limit direct illumination and glare upon or into any contiguous parcel. Mitigative measures shall be employed to limit blare and spill light. 5. The landscape and site plans should be amended to identify current and proposed topographic conditions, certified by a Registered Engineer. 6. A performance ab eement will be necessary for all parking lot and utility improve�nents not completed this year. Cost estimates for all improvements shall be filed with the City En� neer in order to prepare the appropriate financial guarantees for site improvements. LANDSCAPING: The landscape plan needs to be revised to reflect the following: 7. The Landscape Ordinance requires at least 6 canopy trees on the site. The landscape plan should be amended to identify the location, specie, and size of each required tree. 4629 Dakota St. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER 8. It has beCn determined by staff that a landsca island will not be required due to the difficulty of getting large vehicles into the site, provided that plant materials are planted along the perimeter. 9. Parking lot screening shall be provided using a combination of shrubs, coniferous trees, fencing (as per City Ordinance), berming, etc.. Coniferous trees must be placed no further than 8' apart to be counted as screening. The plan indicates that the coniferous trees along the east property line are 15' apart. The landscape plan should be amended to show the required tree spacing, and all shrub plantings, fences, or berms must be consistent with Zoning Ordinance regulations. 10. A steep slope exists along the north property line. Slopes in excess of 3:1 will not be allowed in areas intended for maintained turf (Sec. 6.10 H-3). The plan should be amended to reflect this section of the Ordinance. 11. Any proposed retaining walls should be indicated on the landscape and site plan. 12. The mountain ash, seagreen juniper, arborvitae, and spirea that were located along the front and side of the principal structure on the landscape plans dated October 5, 1994, are required. These plantings must be indicated on the revised plans. 13. Letter of Credit - cost estimates for all proposed landscape materials (which are to be deferred to a future date) need to be provided. An occupancy permit for the maintenance facility or a building permit for the accessory structure will not be issued until the City has a letter of credit for 125�Io of the value of the improvements required as per Section 6.10 (J). The letter of credit for landscaping will be held by the City until the landscape and irrigation system are accepted. The letter of credit will be held for a minimum period of one year, and shall not be released until 10 days prior to the expiration of the one year plant guarantee. The letter of credit is required to insure that plants are alive and the irrigation system is operational after one full growing season. �� C�� AUTOMATIC f IRE PROTECTIOH COMPANY 12488 Xenwood Avenue,Savage,Minnesota 55378 (6121894-3250 FAX1612)894-9855 November 23, 1994 City of Prior Lake 4629 Dakota Street SE Prior Lake, MN 55372 Attention: Paul Baumgartner RE: The Wilds maintenance bldg automatic sprinklers Dear Sir: After our telephone conversation of yesterday I stopped at The Wilds and Tim Werner said he was forwarding the information you requested to you. He said he would take care of it. If you do not receive this information by the first part of next week, then let me know so I can follow up on it. Sincerely, CARLSON AUTOMATIC FIRE PROTECTION COMPANY '�� '��. ��' � Phillip A. Carlson President PAC/smp AUTOMATIC SPRINKLER SYSTEMS — FABRICATION — ENGINEERING INSPECTION SERVICE CONTRACTS — EMERGENCY MAINTENANCE — 24-HOUR SERVICE �F P RI p � � � U , M White - Building Canary - Engineering Pink - Planning The Center of the Lake Counlry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT � ° - ��`�---��`�' �ti� APPLICATION RECEIVED � � .� �' � � �'1 y The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: I �l a � .� �_ � � ; ��,�.�. �. Accepted Accepted With Corrections X Denied Reviewed B : ��-K- � Date: - Y Comments: l, �� Q��....... ' . �,t-�s �-.-�. � w..�s 2 . V10 � � �-e--� ►� Q�,�-�;�,.�,_ ��,� 3 . �"� 11 -E-�s�-; �. o ; �; �. �_ s ��,..�._ w ,� < < � r'ey � � r��A �. �(��1� .e. �.�� s- �� -�..—� "The issuance or granting of a permit or approval of plans, specificatians 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." CARLSON AUTOMATIC FIRE �TECTION �� OO ��G°�QG��GI�O��C;�L� COMPANY 12488 Xenwood Avenue SAVAGE, MINNESOTA 55378 DATE �oe No. (612)894-3250 �-Z4-`j4 � �� Fax (612) 894-9855 ATTENTIO �� ! 5/ �� To c� T� ��'�� -�.� RE 'J'I / G W I�(/ S �� Q�.�� , . , � G Z y /.��-�� -r �%'�1�� „n�-� - ��, ��`�.� J� _ WE ARE SENDING YOU � Attached 0 Under separate cover via the following items: �Shop drawings ❑ Prints ❑ Plans ❑ Samples O Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION � /� '?`-� "�i�- � L-�7J � /'�f' J� - �l>�_ �,� ' THESE ARE TRANSMITTED as checked below: O For approval O Approved as submitted O Resubmit copies for approval �For your use ❑ Approved as noted ❑ Submit copies for distribution — ❑ As requested ❑ Returned for corrections O Return � c rrected prints ❑ For review and comment ❑ O FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: `" " �"�"` �� ARNELL BUSINESS FORMS If enclosures •re not ss noted, kindly notify us st once. i1-17-1994 09=06RM 1 612 8943250 P.04 , BiH of Natgrf�l Dr� Pip� V�hr� Trim - ModQ� A� � Madel AG (See Trtim ASSemENy Diagrant on P� �1 r D�tall Det�11 • Number DeSC�tio� 4" Qty. 6' aty. Numb�r DeSCtiPtiOn ; 4" G1ty. ' 6" Qty. 1 2' x 2112" fJipplB 1 1 23 � 1/2' 62:11 Vah+e i t ' 1 ' 2 2" A�g1� V�tIVB 1 1 Q4 � 1/2' X 1 1I2" Nipple � 2 2 3 2' x 8 117" Nippie 1 1 25 1/Z" X i 14" x 1/2' T� 1 1 4 2' x 2" x 712' Tee 1 1 26 1/2" Ba� Drip VAlve j 1 1� b 314' x 7.i/2" N�pple i 27 114' �'abbe V81V0 ; 2 2 5 � 31d' X 5' Nipple' � 1 28 112" x�" N�pie � i � � �' 3J�' X 3/4' X 7/2" T�� j 2 2 �9 � f!2" Chedt V�fYt ; 1 ;'1 ' � 1!2" Pipe Plug 2 2 3p I i!2" x 2` Nipple ; � I 2 , B 114' x CEose Nipple 3 3 31 � 1/2" 9�° Elt�w � 2 2 9 i/4" x 3-way Glabe Vahre 2 2 32 I iJ2' Drip Cup � '� � 10 i/4` Pipe F'lug 3 3 33 ' 1/2" x S� t/2" IVipple � 1 1 7 7 3/4' X CIo82 •Nipple � 6 8 34 I 3I4" k 1/2° x 314" 7'ee � 2 2 . '1 Z �/�' Gh�ck ValvO 2 2 35 � 314" x 5' Nlpple 1 ;'1 i 3 � 3/4" x 3/4" x 1/4' Tee i � 36 �� 3/�" E�all V�,fvg � 1 � 1 14 #/2" Reiief V2►�ve 1 1 37 � 1/2" Tee i 1 i 1 '15 3/4 Gbbe v��v� 1 E 1 3B � 3,l4' g0�` Elbaw , 1 ; f 7fi 3/4' x 21J2' fYi��l� 2 2 39 ' 3/4" x 2" EVipple . 1 � 17 3/4' x$J4' x 1' T�8 1 1 3S � 3l4" X 5" �II�7�IG i � 1 18 Z" Pipe Plug 1 1 4U . 3/4" Unian i 1 I 1 19 3/4' z i!4" Fted_ Bi�sh. 1 1 41 3!4" x 3 1/2' Nip�l� i '4 20 1P2' x C+Iase Nippi� 5 5 di 3/a' x��1/Z' lVi�le j i 27 71�" x 1/2•" X 114" T�@ 2 2 4� 1/4" 90'' Street Elbqw � 1 � 1 22 114" x 14' Nippl$ 1 1 43 1!4" Ga�ge. Afr ( 1 1 ' 44 114" Gauge, Water i 1 i 1 IVqt�� Th� Trlrn i{I� inCludes a wa1�eS, r�ipples a� 5ttings to completely trim either a 4" or S' �r� Pfpe Val�e. � w ' Ail COmpYeSSOr (continued) Dra�age �r NFPA' 13y Ths or�ti� is sm�1( �nau�h that Ti� dry pipe system must be installatio�n when a sprinkler ppe�s, t�18 �ir de5i��fed so tY1at aY p�rtions of the supply wfll. n�t interter8 with tt� piping gystem may be drair�d. In ape�tion of the Dry Pipe Valve by order to assure propgr dwdlnafl�; tapidly supplying additional air �� pressure t� the upper chsmtier af the �, Brandi linas, cros5 �nd fsed Qry P�pe Valve main5 S�� b6 pitGh9d if1 Dry Pipe Valv$s rnu5t be inst�lled in a , The air Gompres5or mugt be accardance with AlFPq 13. 8ec. ��nklered arga not subJ�ct to adequatety sized ta b� abie ta brirtg 3-6.1 _3_ tr�eaing �ditions, su�h as a well- tha system air pressure u� ta the iight�d �tr�tf heated v�,lve nouse o� deaign kv�+l in 30 minutes vr less. 2. Trapp�d sectians W piping rnust �118r enclosur� having s�ffiCient The rsquired siz$ o# the air coinpres- be eqUi�p�d with auxiGary drains �am to enabfs aase af !c►�t�,ll��iqn, $or in C.F.M., may be determ�ned as folbws: car� afld maini�+ice. from �l�e #pllowir�g equatian: prior to installing the �ry Pip6 C_F_M. a d.�12 x System �pa��ty a If thp tl'�pp�d S�G•ti0n is less Valve irt the piping system, ihe water (gallans), where G,F.M_ is ihe free air thar� 5 gallaris r,apaGty, gupply line must be tharoughly delivery in cubie feet ptr minute provide a 31�" tralve with plug #�� #� ��re lhat no foreign bas�d on StandarCl ait' �t s98 19ve�. or with nipple and cap. matter is presant. b. If thg t�2�pp�d BBction is FriCtiOt1 LOS3 Ths v�1ve must be Inslall�d in th2 �o� use fi hydraulic calGUlations, 9�eater than 5 gallons ��n�� P�$�tion in the system piping_ � �th� pr�ssure loss through the Dry c�pacily provide a drum tirip Trim according b th� Trim Assembfy Pipe Valve may be cxpr�ssed in t2' x i2 pip� nipple wiih �, '! p�� ram �n a e 6. equi�al�nt i��gtl� af scheduie 40, valve on esch end) wlth the � � e '�=7�p pip'e��as follows: outlet val�e Remave th� hand hoEe cpv�r �nd 4 vafve � 3d teet #3quipp��1 with a �$sket anci check ttae valve clapp�r �" ralre - 33 f�� plug or nipple and cap. for froedom or rr�qvernent. 7 TOTRL P.04 11-17-1994 09=04AM 1 612 89A3250 P.02 � � � A �� * � . r ' � �� v i�� ._ y ,p � � Flan�e x � r�ove ^ A� Fl�n�.� x F��r�g� - AF �+�a,r�,racou�d by: cvntra.� sp��n+f�r con�par�y 451 R10rth Cit�1�10n AvWw�, �,Rnsdii�?> p�nnzylvil�A i��G6 �� Rroduet �,��5 "�°�'��t�' `°��- openinq Bevioe} may also he easiEy cortnected to tha Dry Pipe VBhre D� scr�p��an Trim. �It is an NFPA 13 rQqui�d 8(�diti0n ta tt►e 1l�lv� arid trirri w!'t�n TI� Cer�trad bry Pipe Val,re � a dry the cepacity af the drY P�p� $Prinkler - p+Pe sprin[der aystem water-supp[y SY�em exueedS 500 �allons. carytrQl v�Eve #hat m�kes pes$ib{e th� The Dry Pipe Valves ar� avapabl� instellation of sprirtkler syritams in �n iwo styles, flar�ge-by-flange Modal buildings sub�ect to fraeaing AF and flange-by-groave Mo�ie! AG_ temperatures. !t is designed so that �ach Va1ve style is available tn the ax pressu�e ln the pipir� system hrill 4 inch and 6 inch size. hdd back waier pressure at #he valve The Yalvgs are Approved by until such time as a sprinkler is F$ctory 1Jlutual and Listad ay Under- � �ctivatQd. Upon such ectiyation the writers �aborator�es ana u�ae�t- �'' air �ressure in the systam will ba ers' Laboratories oi C�n�� br �sse in �� ¢ ��,� y �� fire sprinkle� systems with $ rr►axl- automatic o�ratbn of th� �+alva and mum working pressure of 175 �st. admissiort of water into the system. It is a S:1 diNererrtial type valve h��in� 2� Cl2�pp� air 5�8t q�F larg� �� ' �� di�met�er relative to the water seat The tw�o oancetM:ic seats are separsted by an int�rm�diate ��#� chambef narmally m�ir�tainQd at atma�phdric pr�essure. � M�del: AForAG The Dry PipQ Valve Trim packaga gtyle; FlangA-X-Fl�ge (14f) includes the necessary �alves, Fl�nge-x-Groo�►a (AG) g��ges, Fittingt and nipples ta pravide Size: �' and 8° �� r �PA�Y °��Ctibr�, P�rn��9 . Appro��ls: Li.L.,. F.M., U.L.C. wat�r cannectton, drain oormecttons. �irnum Wwking Pressure: 176 �.si �� $: atarm connectlon, aocelerator FactoryKydroTeSt 1ppp,6Ett354p5i � �� conn�CtiUrls and �I&m1 test byp8�s5. (withclapperopen) • (Nqte: Aocelerator trim sflld Standard Finish: 81uQ Qnar�wl Air Maint�nanae bevia� separ&iely). The Qry Pipe Vah�es are �� F�B$PeCi$Cations: AQCelerator $ TrirYt - LiSted/Approv�d with �entr�l'� Trim. AF I nlet - Cfass i 25 ANSI 6i B.1 At�y �ubstitutlans ar omissions may AG Irdet Class 125 ANSI B1 B.1 p�re Alarm Switcn vald slK�� U&tin9s a�l Approvals, AFOudet �Iass1Z5ANSl 1318.1 . 1Na#er Motar 1U�rm without prior approval fran Gentral GtooveSpeGifiGbtions: Mt SourcaAfr P�r��e Switc;h Sprtnkler. AGOutlet-Std. AWWAC-608 W�t: Valve -14� Ib. �4" aize) � �enital's Air Mair�tenance Devica Pipir�Take-Oui: 235 lb. B size for own�t's air supply Or 8utom�tiC �ir AF-4" siz� � 1511d', 6" aize-191J2" _■ ) compressarsuppiy may be eas��y AG-4's►ze =i6114', 8" size=20' Trlm - 45 tl�. opmeCtgd to tha bry Pipe V�v�e Trim. 11-17-1994 09=05RM 1 612 8943250 P.03 operatibrl of t)ie Ury Pipg Valve. . Pender�t aprinkl�rs in d�Y P�R� �_peratian �,�� Accce�e�atar is an APP�oved Syste� must be ot tl'�e dry per�dent Quick Opening D�vice (QaD) that ts lype in areas th�,i �re s�bjec�t to' 9enshive to a rapid, smal! drop in ireezing. � 5y$t�m air pressure. Its quick ��Y P� �Ys#�ms thaR suppty �� When tfie ary Pipe Valv� i� 1n �t� aPeration dlrects system air pressut� free=er ar�as must l� equfpped wlth set position, the rubber-laced clapper to ihe underside of tlie olapPer Sn the �{ocal, Low Air Pressur.e Alarm is ti�h#ly cbs�d brt two �entric are$ of trie intermed�ate charnber. whtch rr�y bs connected to the s�at rings_ The Irx�er rinq is the water Hgrg th� air prsssure bufld-up, system riser just sbave the Dry Pipe ring and th� outer ring is the eir �i�'tg- C°up� �th the pressure of tt�e v�lv�- For "Ere.Cz2r at�a" systems, a 7Fie annular space betw�an the two water 9upply. #orces the dappa !o d.�siocant air dryer shouki be pro- seat rings (intermediat� chambef) ts °�' �uickly. The opera�4n ef the vlded in the air supply IinQ to remo�� t�pen t0;he atmosphtre vla the e�lar►n �� P'p� Valvg has bsen ac�elerated. mdisture from the cart►pressed ai�. co�nectior► t►im piping to the narm�lly The ope�ation oi Cer►tral's Ac�slgra- open autornatic ba� drip �AN/e. tor Is dssctibed �n gre�ter d�ail in �t Dry Systam Capa�city Priming wet�t is prqvlded abo�� the SeP�rale Central bulletin. Ii the dry plpe system capacity cl�pper Up to th� level of the priming � axcaeds S00 gatlons. th� Dry Pipe connaction. Abo�a the p�im�gwat�r, D��n V81�9 mu8t bs �Iufpped witF1 a cwnpressed air (ar nitrogert) iS GBntr�l Acc�r�to�. See the apprb- maintainsd at a p�essure sufficient #G � �� priate Central Su,tlei� Eor cletaits, hotd tt�e dapper Clos�d. 'The Dry Th� capacity �gallons) af the pipi�� Pipe Va}ve has a differ�nti�l frip ratb system may be celculated using tiie of approximately 5 to 1. Thvs 1he �E��N �NSiD��lAT1qNS fallowirq table: valv� will 4pet1 (tripy wl►en the a1r �� ( �� ,y preBSu�B U1 Che Syst�m piping is Gerteral reduced ta approximately one-iifth oi ��n#r� Moc3el AF 8nd Model ��t� th� water supply pressur�, AG Ory Pipe Valves must be irostalf�d ��n-j S�h•'�0 Sch.10 The purposd of the prim�ng water is �� wertical positior�. They should y � � _ to asS�st In proyiding a pasiti�e s�1 ay be 14Cated �� sprinklered area not , _�5 ,pag _- ihe aK sae�t ring tb �revBnl d�� f�� subj�ct to freezing conditians, such >>►+ .o�a .v� � esCapiC�� i11t4 th� intem�l!!diate �6 S wefl -Ilghted and heated vaive � in .1�, . ' chamber and on to me aimosphere. �� or simitar �clasure hav�g 2 y� .2d8 .ZB3 The c�app�r wJll remain in the claset! suifiCient raam to e�able ease of � , _433 position as long �s ti�e �ir pre�SUt2 it� insta�ation, care and maintenarrGe. a .sso _�40 th8 piping systam is maintgined at ths �� properly installed, tf�e'�'rirn 8 2�; 2 praper 1sv�1. on the D►Y.Pipe VNv4 protrudes tha When a Sprinklgr operates, the air EoEbwing hori�ontal distanCes tram � p,��■ Wpll pip. pcessure �n th� pi�ing system decays t� �nter line (C.�.) af the riser; � o.isa• wer �ue due to the air escapin� fram th� s�nedu�s 3o p+� opensd,sprinkt�r. Wner� the air p � T �� , V � v �„ a In accordanc.� with curr$ni NFPA pres:�ure h$s tl�CaY� to the polnt 13, thc maximum edlbwabl9 Capa��ry that it is no long�r adequate to l�d C.L to lelt 22 ��2• ��' of a sing�e dry pipQ system is nor- thg �Iappsr shut, the water se�pply cl. to rt�m g t�' �� rnali 7� al{ons. 7he ca cit ma r�ssure lifls the cla per wfuc:h �1-- �o►� i6 �g' y � � Y y p p �xceed 754 gallons oNy if water C2��1 r�uta'nalicaNy IdlChgs in tFx3 open b� delivered ta th� i[15peCt4r'S �.eSt position. W�t�r Ilows into tt'te System - � t�adseNer � taciny the v81va body �� 5 �� n � ��. plping to th� open sprink�er($). At ihe � same tlrns, water lfows via the p �� $ Alr Comprassar intvrmed�at� chamber fito the alarrrt � d�.�, Pipe sysiem working �•compressed air sup.�ly [or the , conneCtiOn t�m piping (closing ille drY P�P� SYstem is usUaiiy Prqvided a�tamatic ball drip valve) 2nd drawings tnust show_ 1. 'Fhe manuiaclurer, style, model bY ��tinlaouSly availabl�, eiectri- cantinues on through the alarm bne to �� g � Z � 4t the Dry c�fly driven, air compressor WhiCl1 IS aperate thv pressure actuated alerm P � �� aut4rnatically controlled to turn on switch and�� the water motor alarm. 2 The total number oi sprnklers and �?�; �� '9ned minlmum and WE a sprinkler opens, tl�e maximum pressures, respactiv�ly. , t�sulti air Qssure decay �5 4n each dry p�pe syste�, a�ci � � 3. The cnpacity (gailar�} ot each ��t I��tla►I pressurization of tite irnersefy proportio�al to the vodume d �� system, the air supply is mainta�ned o{ 8i� in the spr�nkfer piping_ The � p � � through an ir1-If11e, 116' orifice in the larger the voiume, the stower the ai� Pipin9 �f the /�ir Mairrt�rtan�e de�lce. p*ggSure deCnVS. Wh1C�+ S�O'�`JS �� ` l �� _ OPEAATING iNS7RUCTlONS 8► pARTS MANUAL rwir��ir.T:�. AI� CoMPRFSSQRS , _.. n . � � MOI�ELS 3Z921 G AND 5�032�i .�'�.,��_:� ' : .'• 7!.x : �. � , . •s -�Fr��.��.. ,� . r'�.� � �� r' ti� y � t3�- �/� � N Y k j��i5�' = �� I .��.��NY7�'_�4�� -S. ��P��.,��i�•'K i r\!� iT{,�K44� .� .. �t�,.�j�� -- ��Cit�*"�i' t �'�•. �� :r_� . 'Y�'lticl�. • �'t�'��'t,€��.'�t+,'t�?li�ti�*�'t}��3�y � f� �� , 089212� .�� •i .��i1 c,�l 4e ; �: . {�::�- +. ! .. �� ' „(^ . r;':�' n� ' REAQ CAREFULLY $EFbRE�A EMPTlNQfiO �ASS£M L,1,, �.�, lN3TA OPERATE OR MAINTAlN THE RRdDUCT�� • DESCRIBEO, PROTECY' �y pgSEpyW{� A� g/��y �NFORMATiON. FAILU a70 � C�MPI.Y WiTH INS�RUCTIONS'CO(l�p;��UtY�IN PEASQNAI. M1JURY AND/QR PRQpERTY DqMAG� '.,� , . _ .? RETAIN I�ISTAlJCTIONS FQ � � • : �E � ��•�•� • ^}'i � r.� w .� : • . �� .i' i"� � �.T r,�. CE' ; h�'� '�i+: �� r ' �y +u �� : z: .�,�' �; .'`� � �f`r�'�,�� '!'� N': f i�' ,��'` ' _ . .. ' � �-� r�' ,. !�]' � x �;'9;�: ' : v �:f• `� > �' :��'t%.�j:}Y •'�,�^Kf�':;i,��'{'�tf�'�L'i.�11Y7i�'w.�:y��'�•�;�� :f ��1f�Y � � ` � _ _ .r: .��'�K'� �� ° jj � . _ 3 *�_ .� i `• �`� H ` � � � �'�•, !r'� - e - '-'� - a-�: {��:�.��' 'rt . � � , �� :� � �il � � ; � ,��?�pescr .�. �,��.: ,� ..•�,.;« .y.' � q ��4�,t4�+4: 4 �J. X�' ��t � . �� SpPeda�'�two dfinde�'�' P ' ;�` d�ING� �. .�. � '� �`�' ' '1i?{t• Nc t - �.��'•' desl9ned home � a� �fa�'"' �_ compraa�or/pumP� f$ � � ��a�d -'� �qu�pped virith'regUfat�'� ;�s�e , �s,. � I � s�io,tiM be. " �S n�edle ratler beanngs �`,�72�� g qu��ifjl�al�`For anr'aPPilcatlon� lwrman Model 3Z921C.teatc�r�es,ai�t�jat�c, ` a0��+a�m��Go�thealrcempressar "�iilltneed Maintgr►�nce`requ�res cfeaning ori�g a `$�' ,� �-�.. � th suitabl� fn-Ifne aa�e�t�'�1�d alann inJet filter on ai! moclefs and draining mo " �}jg ;�i��p�!�!�-',ThFs addttlonal, .� e�il_�ant Is na�e�- airreceiveron Model32921C.Atl ��d 1"s ` � ; ,. . . „ : lllt� snd.Pr�� to mest ;� �;,',�';� �:�' ^ ,. . ,. catlons ior,Grad�D`kireath� a� � fn Comprosaed�G��qssoc3atlan om- .� _ : �,'tl�,� . .y � S�ea o� t _ � �'c, 28 GFR ��, � f�l G,77=1 g � The Speedaire 1-HP a�r compressor� [V� ��2 �- .; irldlorl�pedt rldar+daAaaoclatton fs dasigned for operan�9 .��Y�9uRs�� ; ` � ��y �;." �,.', : r : ' . . air toots, pressurized g�ease.9ur�.'{arldf , t �. �, ,ar ; 3�: , ti:}��`t�'�;,�} ti •;�� . �. 9eable devices. lt �s ldeally_suified�pS�du#y� wo�s�ops, _; Efi �F F.$ ; -- ' 7� }�,. �� service trades, farm a!1d • hORie ; sett�ilg8'� It botnes �> ; Eh„�.. th� oompro�o`r i� used !os the r- i ' equi�sed with ar� ex�anded stroke pur�rtp. ��-;� �: �'.... _ " ng al� eppltei�tlon snd proper i�Ans . . - . ... . .. -.;:� .�rK�. .', ahrmequlpniirtttsnot�irtluftaneous�ty ': � . � ; � . �� ;• u _ wo�rrarrH�s �hal) be �nolded� and �,�,; ..=;, . . ..._ .�. ' .. . .- �T . �s� � . ��•' Ca d�sclalms arry IIa4U�t�r ��4i1 • 3l:F �`�s��is� . ;�:��i :�,. A .an!lrloss:Par�vnalk►iurYordaur�gs- �� .;:�:v �`��-ir ��t� �;;��. .;- � z�'S� ?. a;� Y i f. -. '�: ��.�. • �( �(�-I r.�..�.��;1]j � �'� ,`�}�` + ;! ' . _ .. .t'�- �� 2�� „ ,�, � ;.,�,.;�<.�Unpa�kln� �':, �� ,�, ��Salie l�ttorm �" Whet� unp�cking c�n:t, tnspectcarefulty for ar�ydamage '•- ,: rY a#!on �-•.. Ait cvmp re vtill2ed in a varfe2y Ot air system that may hav�e eccurred auring transit. M&ke sure arry ,. �. bose fittings, bolts. eta, are ktghtened befor+e punir,g unit �AP�S��ia't�s, use air campresaoro and other aorn- into servlce. � - .. p4nents (mate` pUmp, spra�r gun, filters, iuprications, '�• �.�; hose$ et�a) � ake up a high pressure pumping Sys- ' tam, th0 �b�vf"� safetY Precautians shot,fd be absecvecf If compressor i� to be atored fo� a ah�n pe�od q( time, � ap tlme�. On persons wellacqua Inted with these maKe Sure that it is stored in a norma! pq9�flR and in a ru1�s of atlan should be allowed t4 u8e ths alr caaa� proteeted atea. , op�fR�� '�u: . s; , . , � r�r; ,�ra ;� :.!�. . , r ` ;.^k. •, , _ �,=�,� •!s;' ;,�, '`L��, ��5��?� ` � �t� ,�,;�..�t . . �� .�_ . _; :. . _ ;::� � spec;rrcarlora `':�'-� . " :x ! " c�` • t�'; •: : ' T �: 72 - . p�ION� FR�+UR 4tSPL/�£- COMP TANK.i J .. M�- WQRK Y4�7S � MaDEL HP CYL ''' CFlYI MEAlT CFM RpM SIZE� �`�� ` W� H PRESSUA� �pH� /1MPS �.8 � � ....{3.` r'.�:: 3Z921 C 3/4 2 �1 � 90 3-8 1725 7'h 9� � 15 � + � � 140 120 10 5Z0326 1 2 � � g0 5 1726 7Y� 9�. 2�'fi 15Y4 22'1. 100 12Q 12,5 �PY�9ht 1992 W.If�L Grak� �' W 9J92 r ic�'=7" " bSc=00 1tiS bfi-6T—AON FORM 5S2&4$ 1ulODE1-$ 3Z921 C AND SZ0328 024s3 Genera! S�fety Inforrhativn (Contlne�ed� 21. Usv a reap�rgtor when sprayi�g. 1 - Ae�d instru0tbn man�s foreach Compor�t care- 22. NE1rER reset saf�ty vahre or pressure swirch.lCee fu11y� beiore atte mptinp to a$yg��N dlsassemble or �Y yalve f�eefrom pair�t andother accumu�ations. oparate your partfGUlat systam. 7�his pr�pvidos safe4y agefnst averpressura. 2. Dv not e�xeed pres�ure ratin9 vf arry oomponern in 23. Do r+sguisr malmenancae� keep e?I nuts, bolts, and �m• scre�wstlght to be sure 6c�u+Pmertt Ps insaf� M�o!'lcing 3. Pmtetx material linas and �i1' tines from damage or oondidon. , punGtun. KaeP hoSe and power cab�e away ftom 24. Keep c�earan8�ays and dher flammable wa�ta m8- ��1�, ctiemlcal sp(Ils, oil, aolvertts, and we� tatials in �#ightiyclosednwtal �nerand dlsposa W Ister in the pro�er la,shion. 4. NeverpdrnaspraY9un atoee9elforanyotf,erperson, �6. Dre(n tanks of mdsture atta� each day's usa. lf unit ��I dlsChBrye may r�Ult im serlaus Injury. wAI not i�e used iar a whife, it is besi to le8ve drafR 5. �.`heGc hases fo� wsak w wiofin conditl�, belbre e�x� °� �Pet� unti! s{,ct� t;me as n Is to �e used. 7his wilr �se. making c�e�tain all conneCtlons ars secure; do al(ow mdstune b comA�eteJy cfrain aut and help not use 1t deficienoy f� to�nd. Notify an authorizid p�°�''s^t corroslon af a�slde Mtank. servico faciliry iar �xam�natUon or repak 28. Irrapact tank yearly for rust, Rin holes or any alher 6� Aaleass ap Aressurss withinays�m slaa+ly; dustand ��eabns th�t oould c�e,se It to become unsafe. deb�fs tnay be h�rmful. . N R wNd or drill holss In afr tanlc. .. � �/I�1��U'i � • . ., ' AS�e/)761r_' . . ,.{ '�-. D� R MO 3Z'92i 6Z B �1SCdNNEGT POWEA At�1D DEP�iESSURtZ� SY9- 1 . Com ressor hand� t�as a notph {or detent) at top ot 7EM ��OHe SEqy1CjN(� � AfR GOMpR�SSORI h� Th�S r�tch IS R�ade inb handle to provid� a (TtlRN PRES$URE REGULAi�bR KNOB FULLY h�'�Y W�+lo ilart9 a�r�r $uR. sandblast Qun. cr CLQCKWISL AF7'�R SHUTTII�K,; QFF CplI�PRES, Other tool �quipped wfth a haok. :, S�R) .. `".. ; t � �: •-; 2. Trp of h�oicfits into not�, Pr�er�tin9 tool frorn s11d1 �7 Fa(lovr �N toca! elecxrio�! and� Qit af hand�e. � i�ty codea, as wel! aa '' F '.; �the' NatkMal Eledrical C•oda E�) and the Occupa- 3► fnsert handle lrrto both sldes d eir rsceMsr baseplate �� t10118t $a}� � H@8�th A(� ��A�, ` � fflOtOr @11d. H�f1(��@ R1113Z f�1 �f110 C � � open 1/y481R j � " � b �•a• • . � k�' � 8. UY�#i�g �nd fuses �d talfaw �lectrrc� codes, cur• �� d must be sq�eszed r�av�d tq tn. , ...• - c�.�. ��,�� P�e�Y 9� . nded. 4. Ptaoe a short Aieo� of Mbod agafnst end ot FtAndb �nd � ��_ .�Qts �u9t b9 secursly an� a �� 8 �� oF hamm�r to drive handle irno ' 9��,�5�`e �rn!� �ions �nd �� PJate t�nEil hol� ln hEir�dle and baseptate Iln� up, card infoifi � f'f t��is meu�uaL ; r.:,;:.; .-.•1 - � , ; � � �a wwdys a saurae berore,,�tc� or, �� WARNlNG � 4r near a mdcu bad tf po+�r discorr- �v�:°:�'� =' �,�� r-�.Y:�r•, -. .� P�,� � k�t In tha op�n posRion N�� `TH� �IANOL� 7�0 LlFT TH� UN17' a�d t�q ta y Qreire�t� ' ed aPP�t�on ot pvwer. �^ CD�P OFF T}i�. GROUIVD. USE TN� HAN- � � ii � c�rd att mova�: v�snors away. ��•� T 4 �Y o�.�� so �t� wti�.s �aY 's��hrki+K c,�l(d lt'i .t s,� • �4 �•, f`^ , .. 7N �(1NfT. .�:� �' � �j2 uS� $ . �i:.�. :��. i c• . };t�` i,w�' i,fy. Y ;�'� A �' + +� , � � � � ��yg Cl�T3tN�� p�� .i� �. �t;G•• ,i{�'�7''�f t .:�:t: ��' .8 :�` ;+� threa P� �Qed Plu�� st�oes to pFeGera. ` . ° �" � .�i;� � `'''��x_ c.� . �.��.� L;�_�fivar'dS;�#�• �l�:� �i„'y� ,:f• . ��' `��?r3.�d��': . . i 8 � @ �e � w � hen l�oiac , �� y � ' � . ; �^� f; ,.,�� ,+. ,, ,,��,� '�`.,�`��Yli�/UO�rVI'�QV��IN�� rf�r�`�� r �.C�� Yi./�!� 14 Protsd "'y-ter� � s�� •• �ot �r�• �t,• F .,a �� <- . r•�� . � y �� ,, P� ��,�� om. i �It�a. ;. - �': . "' ^*' Y �$L`�.'�,��'��+•;' �r ` �.' �� ±r. � fi. ' Y S� f�; � 4 � + � 1 4c� _ s� ,�y� 1'; .a 4� - � . 'I5. Cfean eleGlf+(�I 'or. w�,a�r��t� N/j�11 aIl . ' � �� . , - �'?` . ;�, �� ,. . i v�..��' ;' '6 -Y� .1� '; C A�i�719 SOIV@l1t. , . . { �' � . �� • - 1B, To avold aneQ �` � :�-{ �-� ,�, • f8�$ IAt08�V� �. -�► �� '1,�..c' . �' �,�i �� 17. N�v�er �iore ,` u�le or gasea in vidnky'�� v � � (trom �arts pa��j � . aompressor. ; �� - . F � t `' : tiaiw �: �� '�'�' en� � 9oes throu9n � � � � � 18. Wt�ertspr�yir�w�fl,,, oftmcia�foAa+►'•- � �. � ��.�'Ftnstrudionsprovldvdbjitft�ot�m�ca►martt�c�r�er.� �t . ��,19i 3prary In a w+911 v�atecf" arg� � k�p fumvs frorre ,,� r � : ��, ool�ec�ir�g and cauai �� nd tire ha.zards. �' '� �;' �' • �' -' � � 20. O° n°��Y � [ flame�a orod�er placeS ~. � ` i � �� A � ; - .�� SY^"' " � � � �:i AQCR� • � ,�Y�9 P� a 0�1� �mRt�- T)pFt � �'� . .�'��` s�vv -� ';�o�cXt?Y � • ;i � .+ � , ; �� " i � .�� ' �f... " '� S;-ii , �� : C �., 1 � � 2 � �1� :. � f. ��..7 ��il� , < +� t ;,,,��,_�'•,� �s ;,�'• , y ' �. ;j' ; t ,T+�j.. �:- . A:��q�y�' �rrnvn+'+r�:rY:F�3._. .. ,•A .. 9Y=@0 1��"�b-6T—AON FORM 55264$ � MODEL$ 3Z9Z1 C AND sZ032� � _ , . 02433 i4ssemb/y (Cantlnutd) caretun read through th(s awn�'8 martual BEFQRE RU86ER FEE f FOR MQQ�l.S 3Z921 G_ � 5Z0328 OPERA'T'ING the ne+w air oom�reasoc It opr�tairrs info�- mad�on aba�t operation and maintenanc� p� unit. Spread operiings in rubber fcct and slip them werground 2. 8reak !n: tron �nd poshion them as �hown on exptoded vl�w. y Atbw new oompressor to run for at Foast 30 minutes w;thout compressk�y alr, to properlY seat w�orking . Parts. ,:;��,,.�,, . � < . , �� 3� Drain tank r�eekly: � , '•.?w.: . Qpen dnln cock and drain mofstur9 fram tan�c.; �. . . { ', ,r, , • • �ure io dosa oock ti�Miy beEore oper�tinq corP . , s- aar: This hel p s pr+ewant t�nk ooc r� s i o n a n d }� � �. - �3 ure 3 . � and moishin out af air used, � ` . �'� � . VYHE�LS FQR MODELS 37.921 C��Z032B 4. Change air filtor: �,� ;�� `' t': Never run compressor wfthout'an a�r'�tte . wkh a PIaCe a b�0�k Of wood under ax1� irpn. P�t �xie bolt �� an air f�be',vriit}�`i ''1 i` ` ttxou9h wheef and thentop hole In axfe irort and secure when dirty or replace whh'a i " `� � Q . water �cn neX n� . ane side oi wh�el has a longer Centet hub , .f- �.;1 � :�::. , This sid8 5h0u1d be aaaernbled aeainst axte Iron. `. yfp�IN(3 , �� ' �Y� .�� . � ":' ``,'. . . " _ ' �• ' � , ;. 1, l.ocal eledrtc�E �I g cOde3 i to area. , r�*fy�#��.: fi .••.y. -�.,r:?�.i � �:�-._-Ni.,r.�. .• 9 f. � 01 XC ` 9 � . W � l�� 1 gi�"if�d .., � f � t ,a � .. f��Or� � ��(. r.f "�' i .i•=� �r'��vKt � � t��i+v� s��v aIYI��a� YOi �� /�'�OtO� . � .;��, � � � � � , �. � ��'- % narneptate;''and meat'atl ,el � es Tor lhis r�l �`�rl1 � l . t ��. • l -. •�y •.:f� ��1' �� ( r � ; � • " $ . . ,�" ,� :� � �r;,e t.� , . � ' �,..� �.. �i:�. r .. ._ ,.a �';� �, 2:�Uae a sbw bbw fuse type T' breaket � f/` . .. ° � „ '�L' n �•� 1 �;� ' ;: � , t '. r . y�' iLF�p ,� CQ�� ;�`, _�. ; �} � k�'y � � ,. ?, , / ' � '; f' �� _� r . `'� . . , ._ •, . .. �'.. y ► - Y �, f• �i: 1:+ -...� .. ._. ...._ � . ~ _��-` r .� t ..Lti�i-t.. - ti r. _8 �' �ifl771�0 WI�� gure 4 "_ �. �..r_;��. � •, � in�;1•� ; .� :� � _ � ��('4 � ,:y.`` r � ' ( �t,RyY`��_7'��, ` ; ` �� ,�.� 5 .r ,�w�� j J�.�" .. p.]� • t �: , yL,"i.`�� {�. r .Sf . S'^ �•.� ..i�� i �g f -• d � :V. ' ..�� HOSE . �-.�4;� i'� '� Q� t:`��3��e`:�•y�:�� ,��t ��N! ��,115voIt,15 amp un be operatedan a Z}5 :<�� ._ , The hose shouid be asseri�Wed �o,hose oor�cbor an`•" r�5;�; �np Ci�CUit und�rj�je lallowing c�ditionS- -' , - marlildlC Afld vg111@R stltlg�y Yi►ith 8 Wfv , �1� fi��t .�'y�� ° q�� j'��p��anCes or li�ht8 8f'e COtI- i 1 t, - ^` 4�d tk►e aame'��1Ch circutt. .��, , ' ± ' ' ��.��suPAlY is � ,�it'ial. � ��1 � ,,, , � ; �Q ,. '►�y� cordg'�ro of ihe minimurrl gauge ap"� : :�` �; - . �� O,,d,�I�t�dt itlsuuCtlon manusl. � , - C�uI�� ,. �� wtth a 15 amp dr�cuit breakeror ,. �- (' Y ii�ip��iaw luse rype T. . ... -�'` 3. 11, r ttlqsi`s cannot be met or It nuisanc� tnp- �;� `� pi prntect�on de�ice occurs, it may be , �r �t � ., : rate compressor !rom a 115 w1t. 2p Y9� s �. . amp ; _ . tj• r�£. ' r�R� _ 1 '' r GROUNDI Q � RUCTiONS ;:� , ti r.,. � J�u�t+ ►�osE �, rn3a produ �hauld be grounded. tn th9 �t of an F�9�.L� .;�� ,;,,, . tlactt'ic8f sh Cirouit, grounding �educes riskOf eleC- 1nS�ll�f�pn �r�Cd shock proyidirt9 an escape wira f� eiectric ,'� . Th1s produot;s equ;pped vrfth a cerd hsving 1. Check and tEqhten all i�olts, �t�, etc.. betore operat_ �8 �, dIr� wire Whh an appropriate groundin9 P�9• [ng co►npr6ssor. ;,'�;}, be plciyqed IntO an outte� t�at is p��ry 2 Operatecompres sOr Ir1av�Nat8dHf988pthatppm- �nd rounded in aocorda�c� with a� iocal preasor may be'roperh/ �ool�l. ;s ;•;, ,. ,, os�nance�. 3_ Compres� shou�d 9d WhBt�a It C8n be d(reCtly pluggeG Into an out � a►is Is not possiWo, an �` extenslon oot� may � charton�� selected --, , using tt�e exten.slor� oord .. Pa�e 4 aa a guide. p�qOP�R (�SE Of GROWYQ►N(# PC[Ki G4N pE$UU 4. Tb awld loss af P�+'�� ar�d overheadng, H]a better to i �fi� �1t�SK aF ELECTRlQ4L Syp�q u89 Addttbnal ar ho�e k�oed ot axtension cords to � -'' :.,•"• _. re2� w�Ork area. . �� . DO not U8e yrOUndinq adapter. jyu i u � �� .,�, t� If tep�r er nplacement ot cord or p�ug Is �ecessary, QplI��10A _::,�- do ��ed Qround9n� wl�e b either �et W$de �� >,�er�sirtal. T'he wire with lnsulotlon hav►ng arr outlet F� TR BLE-FR �� is � with or without y�pow strfpes is �. R9�C1 iYY94YaJG�IOf " {� �� ,� — � ��d - . � v� c�a � c�� t�.�.–� [–nohi �� SS2648 MODFIS 3Z92iC AND �ZQ32B 0?4� Op@f8t101� (G'D/1t1f1t1�/} 3. ChAck wlth a quslified ele�riclan or s��y�;eman ft 9r4unding Ir�sirucxions are r�ot oorrtp�tei�, understbod. M�!$7URE IP! COMPI�ESSEd AlA �r if in doubt as te whether propuct rs �rppedy ed. Do nae modffy t� ug provided; i� �wH! na t�t outlet, MOrstaro �n oompressed atr wiH iam inio aropletS haveproperoUtl6tir�sfaUedbyaqualiFiedeleciriclan. hmid' mes ftom an aK compressor PufrtP� When tinuo� u e extended Pr+�ssor is in con- tt� rnolsture wr� co! Aerfo�d of lime, t�fs f - sprayar ��n the tank. When using g pa� � GAOUNDEDOuTL� ihe lank�rhr� hase, end oUt�of q d t �,,�'� + $ P��dtoplets mixed wJt� fhe material ypu � � 0 �iNG f - 1M �� THIS G`dNDENSqTiON WILL CqUSE Puu ' 1 1 9AF�AYINQ �fH P �NAN V�EASP�CUI��Y YYHEN � BASEO PAINTS. IF S� IT WILL CAU$� THE SANO 7�} CAKE qND ��Qp T►{E GUN� REND�R- 1NC3 IT INEFF��yE �Ou7�LE BOX � A� in the sir Possible wiA �' �ocaied as Rear to the gun as e�inate this moiature. ��g 6--drau�� Modat 2Z435, 150 F'SI Atr Une 8elt Fllte� deslgned to ��hv user'S belt and avaAab�e from D�y- �(ectric Mfg. Ca., is tfie best answer to thls moisture prab�am, A WAf3NING � T�r-u F R � CONNECT GRE�N (OR C#F��EN AND YEL- �-S 3Z921C � g ww) w,R� �a a u+r� rE��nu►� � CAUTION EXTENSfON COFIDS Do r�pt att�Ch �ir chuck ar Other tod ta op�n end 1. Usti only a 3-r+Yice extension oocd that has a 3-bla�e Of hose uniN start-up ha� baen comR��d �+�d unit groundlnQ pl�g. an� � 3-slot r��p��e � w�l �� PtP��9 � product_ t_ 71am regul�tor knob fu1Jy ctockwi�. 2. M2�tce su�e ext��fon oord iS in good cortdidvn. ar,d ��'�Y ��'9h � CBrry current product wili draw qn u�derstzed c�ard w�l oause a cirop in 1"me wltage raSUftinq in loss of Power and overhsating. w 3. 7o avold lass o( y ` ` - P�C �td aV�9C11eatlflg� it � bOCtd� 10 .�$}� use additianal air hose fn lsaci ot extension oords t� F reaahwarkarea. -.�:��.i,� ��;�'�� -, 4. T�blo below ahpws cor "`:=:�` ��. �t stzqto use depending on �� heavt� er �e rating. lf in dou6t, �:� �Z a N�OTE: The smat�er the 9auQe n� the heavfer the � 2 : Tum swltch to OFfi pog;Uon, and plu9 in power c�ord. a � 7 nts pradcx� Is for us. on a r�aminar i2o w!t drGUR and � - � has agro�x�'j� AlUgtt�at loaka ftke p� iffuBttatv0 in r';�� •o�o� laguro 1. Make sure that product i� conn8ded to an � r � vutlet having same oonf�uratfo�t �s pkig. ,... �, �,,, - � =�� . ! ■ � • , `"" —..� DO NdT l1SEA�C44PTER WlTp Tw$ pqppUCTt F1�� v.:� .��-�� EXTENSIOtV CORDS FOf� 12011lt6 qM�+ � 1..�1�lGTt�f QF CORD 25 Ft � fi1 t00 R 154 Fe 20o R �' � p. 300 Fl �0 F1 b00 I�t tiAlJ(i� QF CQAb 14 1b 10 8 8 y i � � ��; � 4 4 2 � ,, _ 4 _ 1�.�. 3;t'� ��'ei�� 8F=00 lti8 b6-6T—AON �� M40Ct8 3Z921C AM4 bZ032B 02433 �p@121t1OA (C�1'Ifin!!@d) 3. Tum switch to AUTO poslt�n and �un unit for 30 7. Attactt air �huckorotttar tpp( ppope� e�d QE hoSO.1Lr� minules t4 break fn pump parta regulator fully pN, Ap�,ry a saap and water soluttan �round hasafi�s �nd check forsigns of t�aks b�es (orming). If t� ero ta a leak. tigf�ten cor�necxlons .._ and oheck aya�L When thers are r�o Ivel� compres- '+�:: �.�.u,o of F aor fs ready br aper�tiOR. � -,�.. - ..nr ' Q . � a �.r w+�� nrch.e �cc.un. � 7..l3�.Sii� 4. 7iim re uiatM kn�b fulyc�un#ercbcicwis� Compr�- . � U sarwil� uild to m2ucimum pre9w press�re and shutoff. ��R � i' �,�'y • • .�.-n. O + ��a�,�''�j: t , �s�.,,� . ti �8S�1Q �ro 13 6, Tum reyulator �Cr�ab cEackwise to cau;�e air to bleed � off. Compressor w�l restart at a preset pressvre. �� are s Mo�deis 3Z921C � SZ032B. �atures 1nGwporated into � � ASME SAFE7Y tiO4EV� 1. This vahr� aptprrtatiCaliy rel�ases �� n�C �eCeiv�r pre8sure oxceeds preset maximurn. � ! �+ " �9ilL�-a-1 DO MOTATr�MPT 70 TIWPER WRH Tfll$ 144LVE! & Ti�m regu�ator Iviob counterclocicwi88 to shut a(t al� 2. 7�hi9 v8fv�e afiould be checfced ocoasional t�nd tWn swiich to OFF position. ly by puilin9 the ring by dartd. 1t a1r Ie�K9 �fter ring hps b9en �e- leased or vaMe is atuck u�d cannot be a�tuated by rNB� � �1+IUST be redaced. a i. ;�. A ,� • . i \ _ -" �ura�orr , \ �_ - il o �� - ' . �.T �.f, ... �� Fjgure i 2 �r9ure 14 �5� �- � s0'd 6Q=@@ 1ti8 �6-6T—AON FORM 552�$ NOD�LS 37.921C AND SYp32g 02433 Operation (ContfntredJ TANK PR�SSUR� CyAUOE '�� T�H Gauge Showapressure in a�r receivg� rnd�ating �� 1. !n the AUT17 poSitior�� ardr7ge meanfr�g CAUTiON, ��ssor 1s buildin� pre�sure prc�pe�tY• compressor will pur7,p stifr ��to aJr receivef tt wfl� sh�t off automadca(ty when unit reaches ffa maximum pr�e- S�t pf�SSUf9, � 2. In tha QFFpp�ytipn � /' svr8 switchcan�otTUn�Ct'ion�t d �e operate. This awitc� ahould be in the OFF posmon when oonneGtinQ pr diacpnne�ting pow�er c�rd trom etectrlcal put�et. ��;.:`� nuYV eFF � � � .,• � ti 0 c vJ `� � ure MJrw�atua 4,��p � 1� M�ini+Urance 1 . �� r any vls�l� prob�ems, espe- REGUt-ATOR KNOB c:�a�l�r oheck Nr A�r #o be sure it ia clean. 1. Thls knobcontrals a�rpre�sure to an atr�perated tod� 2. �� °� �ety valve and allow it to snap back to or paint �pray gun. i��t�on. 2. Ti�ming knob c�acicwise Incr�eases air pressuro �t � WARNIIVC� � outlet. 3. Tur�fn� o0u►1t9rCloc.�kw(se W1Q IOMIe� air pc$ssure ai BA�Y YALVE Mt1ST BE R�PUICED 1F IT CANNpi' atltleL BE AC7UAYE0 dR 1T LCAKS AIR A�TER RING IS 4, �uily counterclockwi• wifl sh� atf flpw o1 a�r oom- ��SEU. plately. � f Flgure 19 «}° ~ 3. with compre�sor �txK off• ' , � �81n moisturefrotn �� Y ��^9 draln oock5 undert�eath er�d o( tankS. . Fig re 1 � � • '*,- � '. : 4 � -;�,_ L.t�� .. REAUia4TEQ OUTLET GAUd�. � � , � -` ,�. �C� _ = � t. rni9 gauge at�ows at�lancd. ure at ouuet. �=_ � J '�t � Ait pressure is msasured in ' s per aqttare Inch ;�-' ,.�� • S {PStj. ��; . � ► :;`�',', �t� ° • 2. 8e aure th19 yatg9 re9d8 ZERO b�14r� chnngitlg �;s.;��i5 �'.. tods or dlec�tnectlnQ hase from oi,ttei. �.� � � : �,?;c,� s' � '. ��,� �'��.� �� 3 4� Tiu�i� ~�,,.�� and olaq(f dus� and d�rrt frorn rnotOr, �-� � Pvmp COoCu�g �irts �� Q�type fiter, *vhich can be seen d p ��nsd ��k end cep� must be Chec�ced and o(te� if Used lrary ustY �� `.' Q�reat deal of fpq frp� � � �� _ unit. � ULD RE LOCl�fE� AS FAH �19s��R1Z pREYEN'r FAOM G!A(3GWti FI�L�TER. � TE — a — : ;� ��:. t ,:. �d - 6E: 00 1ti8 b6-6T—AON FORM �328d� �_ MODELS 3Zg21� pND s�Q�� 02433 — -- - . Maln#enaace (Continued) HEMOVItVQ AMD CLEANINLi FIfYEq I.UBFi�C�'�1QN 1. Dtsconnvct unit from po�wQr s4u+�ce_ Th�s is a� dlless typQ comprossor requi�ing no lubrica- 2_ Rerrrove tour PiiiQips head screvrs attdGhin� plastic �� end cap ta unit. TMg�AL OVER�OAO PROT�CTOR 3. Llh off p{astic en� cap and �ay h Iaaide e�_ �OR MOQEL3 3Z92�C � 5Z0328, NORE: The flber safety guard heid in place b�rend cap ��V�� screws w�fE came aftvrl�en end cap is remwed. It shoul4 be lald aslde unt� ready fior reassembly. ThEs cornprossor Is equipped with a� automattc �set thermei or►e�io�d protector �rhtch wiq ahut oft motor It R heconfes overheated. 4. T11e A�stiC � ret�in8ri� held in place by bur smati !f tf�ermal owrbed pr+otscbor sht�ts mot�r OFFfnec�enUy. tabs that can be seen in�ida e�d vap. took for th� t�llarrir�g c�use� • 5. Remove fiiter retainer �y pressing imNBrd on one af t. !ow vo[tag�. `�. the atralghtskles of �etainer until �t "�ps" away trom 2. yyrcx�g 9auge wire or length ai extenslon oard. er� cap as snam. 3. C�o99ed ai� f�#is� ,.� .±�t�� w 4. t�ck ot proper v�entiladion. ��.�^�', � AUT � Q1 � 1 '' �r�:c� Motor must bq ailowsd to cool dor+m bvfore start- u p � �� , . �► CAUTION �gure �1 . �Aator vri11 automatically rest�rt wltttout wamtng If lett plu�8ed tnto e�ctrlcai outleR. B. Pu�� Tilter out af end cap. ST�RI�O� '' 7. C�O� �ner byweshing in warm. soaDY� ririse in -= clsa►� rrater and sQueerv w�ua wat�r away. L VYhe� �d in use, hase arid compressor should b9 8. Allow fifter t� dcy before reassemblfn� to and � sEored tn a cod dry place. 2. 7�nlc �Fiould be d�ned of masture. IMF'ORTAN� IF Flt-TER IS(�.OGGED W1TH PAl1V'f. ETG.� 3. Fbse �hould bo dlsconnected and hung open ends WHIGH WASHING W�.L NOT R�. ITSHOt1LD BE down t�0 �iIOW dny mpisture to dra(n. REPIAGED_ ` •' ' � �"� � � � �`�.•.i� a�ssEM�ttNa ��u�R C?RD�R RFPL4G�MENT F�IRTS t, ppsitlon fi(ter inside cap under plasNc tabs. B'Y� CALLfNG 7�OZL FREE 2. � e�� e mb m un� i h�ou� scre�ws� attach- 1-80Q-323-4�20 Pfease prvvide �alowi�g inforr�ation: • AAacfel N�ber FILTEFi - � • SeflBtl NLXTybef (�{ 6Jtj/� R�w� � • ■ Part OescriPtlon and iVUmber • • � , ,�, as shavV�l tn Parts List. ' ' �'} � � FIU'Efl ' ,� "r � � �33 �fL9 CORe3pQf1d9f1C8 t0: r- � Parts C«npa�y of N1f�*iC�t 1657 Shermer Road �o C1� — �' NORhbrook, f L 60082 Fig3 r� e 22 �7^ t0'd 0b-00 1ti8 b6-6T-/,ON � � � � � � � tiw � � � . �' ' � .. �,� r � e a v . �� Y e � � � � . �-� : . .� � �+ C . � �. �. . �,r,i. . � r 1 .;,� .u. . _ �� : � ' � � ,. r � r �� Flange x G roove - AG � �� M \ �� w '`� �t' . ;....: �(' .: . t k�v„�� Flange x Flan e- AF ��`�-. J` ��, t�� g �� 'i _ �� w i� � �� ; Manufactured by: Centrai Sprinkler Company ;; ' ` 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 ` F ,4 . `{� Product Central's Accelerator (quick- � '' ' r � �� !— opening device) may also be easily �� ; �-�, ;,� . . connected to the Dry Pipe Valve �� -�" '� � Descr�ption Trim. It is an NFPA 13 required �� rft , ;� addition to the valve and trim when � f � The Central Dry Pipe Valve is a dry the capacity of the dry pipe sprinkler �� _ �� pipe sprinkler system water-supply system exceeds 500 gallons. � - '' control valve that makes possible the The Dry Pipe Valves are available ��., �": ;:'��S �� f ,�'� �� installation of sprinkler systems in in two styles, flange-by-flange Model � ' � °..� - �u, �, ;.',�" � buildings subject to freezing AF and flange-by-groove Model AG. ` f, ;; �� ~ � tem peratures. It is desi gned s o t h a t Each Valve st yle is available in the �;; � '� �; ' � air pressure in the piping system will 4 inch and 6 inch size. �� r� hold back water pressure at the valve The Valves are Approved by �`, ��' � ;;, ,. "�� until such time as a sprinkler is Factory Mutual and Listed by Under- `� - '�� -� ` activated. Upon such activation the writer's Laboratories and Underwrit- �;�. y F�;; �';�� . �'l '" air pressurE in the system will be ers' Laboratories of Canada for use in � �� decreased sufficiently to cause fire sprinkler systems with a maxi- ; yfj automatic operation of the valve and mum working pressure of 175 psi. ''• admission of water into the system. 4 � 6 Dr `� It is a 5:1 differential type valve having a clapper air seat of large Te hni P ��e �a'Ve� � diameter relative to the water seat. C Ca I Thp two co y entric seats are D � '' � � se arated b an intermediate Data �� chamber normally maintained at E :� atmospheric pressure. Model: AForAG ''� The Dry Pipe Valve Trim package Style: Flange-x-Flange(AF) °�� '��, �� '�i,:: {� includes the necessary valves, Flange-x-Groove (AG) ' � ` ° � �' ""��``��` � gauges, fittings and nipples to provide Size: 4" and 6" an air supply connection, priming Approvals: U.L., F.M., U.L.C. Required Accessories: water connection, drain connections, Maximum Working Pressure: 175 psi Standard Trim (as shown) alarm connection, accelerator FactoryHydroTest: 100%at350psi Optional Accessories: connections and alarm test bypass. (withclapperopen) Air Maintenance Device (Note: Accelerator trim sold Standard Finish: Blue enamel Air Compressor separately). The Dry Pipe Valves are Flange Specifications: Accelerator & Trim Listed/Approved with Central's Trim. AF Inlet - Class 125ANS1616.1 Pressure Alarm Switch Any substitutions or omissions may AG Inlet- Class 125 ANSI B16.1 Water Motor Alarm void such Listings and Approvals, AFOutlet- Class 125ANS1 B16.1 Low Air Pressure Switch without prior approvai from Central Groove Specifications: Mf r Source: Domestic Sprinkler. AGOutlet-Std. AWWAC-606 N/e ght: Valve - 140 Ib. (4" size) _� Central's Air Maintenance Device PipingTake-Out: 235 Ib. (6" size) for owner's air supply or automatic air AF-4"size=151/4", 6"size=181/2" Trim - 45 Ib. compressor supply may be easily AG - 4" size =161 /4", 6" size =20" connected to the Dry Pipe Valve , Trim. Figure 1 Dry Pipe Valve - Partial Sections Grooved Outlet Option —� � Model AG 16 1/4"' � 20 ��.. Note: ` 4" Dry Pip� Valve �'� *" 6" Dry Pipe Valve – - � Flanyed Outlet Option ��,� � � �, Model AF l�i_, �� j Body �' Air Supply Connection (3/4" NPT) _ - �over 8 g Cover as e 15 1/4"' 18 1 /2"" Priming Connection (3/4" NPT)— 10 Cover Bol (3/4") � Clapper Air Seat Ring O Assembly 4 Body B shing ,� Main Drain Connection (2" NPT) � ° - - I ; � 6 Pipe Plug (1/2") � 3 3/4" -- 5 Hinge Pin Water � ,; Seat Inter. Chamber � �� 9 Connection (3/4" NPT) ��,. . 8 1 /4"" Note: The Clapper Assembly may be removed from the body of the Dry Pipe Valve ' by removing the two 1/2" plugs (#6) and removing the hinge pin (#5). I Parts List - Dry Pipe Valve �, Model AF (4" Part No. 2214 — 6" Part No. 2216) • Model AG (4" Part No. 2215 — 6" Part No. 2217) Identification Number Part Number Part Number Number Required Description 4" Size 6" Size � 1 1 Body 400-188-00 (AF) 600-188-00 (AF) , 1 1 Body 400-189-00 (AG) 600-189-00 (AG) 2` 1 Water Seat Ring 400-183-00 600-183-00 3' 1 Air Seat Ring 400-184-00 600-184-00 4 2 Body Bushing 600-187-00 600-187-00 5 1 Hinge Pin 8010-10-20 8010-1.0-10 6 2 Pipe Plug, 1/2"-14 NPT 8010-12-00 8010-12-00 7 1 Clapper Assembly 400-186-00 600-186-00 8 1 Cover 400-02-000 600-02-000 �� 9 1 Cover Gasket 400-04-000 600-04-000 10 6(AG) Cover Bolt 3/4"-10 x 2" Long 600-03-000 � 10 8 AF) Cover Bolt 3/4"-10 x 2" Lon 600-03-000 , �Not field replaceable. � Figure 2 Dry Pipe Valve Clapper Assembly � � �, Latch Pin 8 ,:• . � � � XXX-Mo�:,��`-` �' - - - — +--- — - - + 't I - �,;� X X X X X �;� 1__�i �k� 9 Retaining Ring �, 2 6 Clapper Ciapper Bushing Bushing � i � Latch Spring Ciapper -<- � --�. �� = � � s � - - - - — --� � ��i Latch ` ' �� ` a � � Retaining Rubber Bolt Plate Seal Parts List - Clapper Assembly Models AF or AG (4" Assembly No. 400-186-00 — 6" Assembly No. 600-186-00) Identification Number Part Number Part Number Number Required Description 4" Size 6" Size 1 1 Clapper 400-182-00 600-182-00 2 2 Clapper Bushing (thru body) 8010-08-00 8010-08-00 3 1 Rubber Seal 400-191-00 600-180-00 4 1 Retaining Plate 400-190-00 604-181-00 5 5 1/4"-20 x 3/4" Hex Head Bolts 600-80-000 5 6 1/4"-20 x 3/4" Hex Head Bolts 600-80-000 6 2 Clapper Bushing (thru latch) 818-08-000 818-08-000 %� 7 1 Latch 300-10-000 300-10-000 8 1 Latch Pin 300-23-000 300-23-000 9 2 Retaining Ring 300-22-000 300-22-000 10 1 Latch Spring 300-21-000 300-21-000 3 ■ operation of the Dry Pipe Valve. Pendent sprinklers in dry pipe 0 p e rat i o n Central's Accelerator is an Approved systems must be of the dry pendent Quick Opening Device (QOD) that is type in areas that are subject to � sensitive to a rapid, small drop in freezing. _ � system air pressure. Its quick Dry pipe systems that supply � When the Dry Pipe Valve is in the operation directs system air pressure freezer areas must be equipped with set position, the rubber-faced clapper to the underside of the clapper in the a local, Low Air Pressure Alarm is tightly closed on tw,o concentric area of the intermediate chamber. which may be connected to the seat rings. The inner ring is the water Here the air pressure build-up, system riser just above the Dry Pipe ring and the outer ring is the air ring. coupled with the pressure of the Valve. For "freezer area" systems, a water supply, forces the clapper to desiccant air d er should be ro- The annular space between the two ry p seat rings (intermediate chamber) is open quickly. The operation of the vided in the air supply line to remove � open to the atmosphere via the alarm Dry Pipe Valve has been accelerated. moisture from the compressed air. connection trim piping to the normally The operation of Central's Accelera- open automatic ball drip valve. tor is described in greater detail in a Dry System Capacity Priming water is provided above the separate Central bulletin. If the dry pipe system capacity � exceeds 500 allons, the D Pi e clapper up to the level of the priming , g ry p j connection. Above the priming water Des�gn � alve must be equipped with a I compressed air (or nitrogen) is Central Accelerator. See the appro- i maintained at a pressure sufficient to , priate Central Bulletin for details. � hold the clapper closed. The Dry Data The capacity (gallons) of the piping Pipe Valve has a differential trip ratio system may be calculated using the of approximately 5 to 1. Thus the DESIGN CONSIDERATIONS following table: valve will open (trip) when the air pressure in the system piping is General Capacity (gal./ft.) reduced to approximately one-fifth of The Central Model AF and Model Diameter i the water supply pressure. AG Dry Pipe Valves must be installed (��.) scn. ao scn. �o The purpose of the priming water is in the vertical position. They should 3/4 .028 — to assist in providing a positive seal aU be located in a sprinklered area not � .045 oas the air seat ring to prevent air from subject to freezing conditions, such 1 1/4 .078 �.085 � escaping into tha intermediate as a well and heated valve 1 1/2 .106 .115 chamber and on to the atmos here. house or similar enclosure having 2 •1�4 .190 p 2 1 /2 .248 .283 The clapper will remain in the closed sufficient room to enable ease of 3 .383 .433 position as long as the air pressure in installation, care and maintenance. a .sso .�ao the piping system is maintained at the When properly installed, the Trim 6 1.50' 1.649' proper level. on the Dry Pipe Valve protrudes the 8 2.663 2.��6 � When a sprinkler operates, the air following horizontal distances from + 0.134 wall pipe ! pressure in the piping system decays the center line (C.L.) of the riser: 2 o.isa° wall pipe ; due to the air escaping from the 3 Schedule 30 pipe � opened,sprinkler. When the air Trim a° s° , pressure has decayed to the point Protrusion' vaive va�ve In accordance with current NFPA 13, the maximum allowable capacity that it is no longer adequate to hold C.L. to left 221/2" 23" of a single dry pipe system is nor- � the clapper shut, the water supply C.L. to right s ii2�� 1" mall 750 allons. The ca acit ma pressure lifts the clapper which C.L. to rear 15 16 y g p y y automatically latches in the open exceed 750 gallons only if water can position. Water flows into the system ` When the observer is facing the valve body be delivered to the inspector's test � piping to the open sprinkler(s). At the cover piate. connection in 60 seconds or less. same time, water flows via the Air Compressor � intermediate chamber into the alarm Drawings ' connection trim piping (closing the The dry pipe system working The compressed air supply for the ;� automatic ball drip valve) and drawings must show: dry pipe system is usually provided � continues on through the alarm line to 1. The manufacturer, style, modei by a continuously available, electri- j o erate the ressure actuated alarm number, and size of the Dry cally driven, air compressor which is p p Pipe Valve. automatically controlled to turn on switch and/or the water motor alarm. and off at the desi ned minimum and When a sprinkler opens, the 2. The total number of sprinkiers g :_, I resultin air ressure deca is on each dry pipe system, and maximum pressures, respectively. � g p y 3. The capacity (galions) of each After initial pressurization of the inversely proportional to the volume s stem, the air su I is maintained of air in the sprinkler piping. The dry pipe system. y pp y lar er the volume, the slower the air through an in-line, 1/8 orifice in the 9 piping of the Air Maintenance Device. pressure decays, which slows � � '' l �:! z : - �° � ;,''.� 1 i t7' System 1 � � Pressure � :. -- --- _, J ;� :\: _ � � ' - — — :� � � ,— _._._ _ � --- -.-z_. .--_---__;�� - ___ _ � Air Supply � Fili Port � � - �'� _�� _�- 4 -- \, Priming - - /' ---_-_-� _ - -_-_-- - -_ �'J_�' Water Level Drain � - - � `7 = < � Alarm Line �--ti� . - = I �1 � -. � ; Condensate � 1 , (to Water Gong) Drain �' � � = r - o J � � - _ ,� ��-:-�--� r��-� -� �:- .�. ; - - 4�y � -�,�--�,-�--r-.-T� _ � - - = _-_ - __- l � �- �� '. _ _ � , _ -��_�-� ' � � � - �_- �}_± - � � . Ball � ' - -_�_-_ . � I �� --�-- J � � ' Drip I ��,, 11� 'L - I._, , : -� , _-.�z-� �- -�. . -,-.- ,-t=- --�=�r k' -.�-� � � . : � = - z:- � - . . . . ,-. � --- __,-- ,- : � _ .__ � __._ Alarm � Test Main Main Supply Drain � ` g . Figure 4 - Activated Position System �. � I� I Pressure I � I � �' Relief �'� - - -- = - Water - -: � - - - - - - - - - - - " �--,--T - - • _-- _ Air Supply -' Fill Port = _ --= _ - _ _ _ _ _-__ _ 1 __ _ -- ---- ---- -- � -- - - - - - -- -- - - ' -_ �-_ Priming _ ___ _ ___ -__ - _ - _ - _- Alarm Line Drain - - - ` � (to Water Gong) Condensate `� - ; 4._= o - .-� Drain : . . , .� -. . =-_ %/�- 1 - - -_ - . _,�_ _ -.. _ ._- - - - -_- -_- _ _ T __f— - - - -�- - - � - _- - - - / ��ii; . -� �� „-______ __, ._ . _ � 1 _ Ball - -_ . _ � Drip --- - � i�� l i l � I � ._ , ,��r �,�..' - _,.T -- _� .� r �_ _ : � s �� I r- - - � -- ,.. � : � i Alarm I � I Test Main Main Supply Drain 5 Figure 5 Trim Assembly Diagram - 4" & 6" Dry Pipe Valve Model AF Shown (Model AG Similar) � AIR 43 GAUGE � -_-_ 5 �' � 10 ':, � '. -`, �:,, 6 �1" �1. C � . _ . `- I� ; � '� � ��.' �-\ J I �i � . � � : � ��_. V / �' " ��, ACCELERATOR ��`'�`r- �, � U / / �'_.. ._ q �r''�, / `�� , HOOK UP * �; I �� %'; ' 7 I I � 14 � � �3 �_� �-� � � J � i , � � WATER II a =J . :; , �' '- �� GAUGE �� 12� � � 11 15 ��, °; �',' ' 4� _ � ._ , �7, ; �_ ', ,� \' :t � _ � � r ` � `"�''\ �� g I ° � 8 �6� " _ ��`;� i n ,. - - - .��-�_ ~ � � .�� :-�u- 17 r�� AIR� �i .__: � � ,_ � � �/ •� '41 � / �� 22 I \��! /;,�`� SUPPLY ACCELERATOR'� �� 1 �� 3� , q�AR� \� ` �� 1 & P IMI G L HOOK UP \ - �� F�,� -, , ' 1 � � * O� � �� 3 � OUTLET \� � G`� LEVEL �"� �`� �� C�_ :(�' 2 I � � ` , �� 1 -� �'.ly"^ � ? �' 20 �J > , � � 20 \ +1_ _ 27 �.., z� I I 23 � /, 8 -. � �o ,-� � '�-_� 3J 24 `�� CONDENSATE A � �� DRAIN ' ?-_�% * � � � \ ALARM � � �� i / ��< � �� TEST r,�. '� , ,�. � ALARM b ' ,.- CY/� DRAW � �� ' "� , 27 ° _... _ '3 , I ANTI-FLOODING ?q ' _= DEVICE HOOK UP � O � 28 � � \\�� 29 � !` --- ---� � � - � 30 2 � - � MAIN � ''� DRAIN 3i ' � � I 4 * Normal Valve Position Indicates accelerator trim connection point. Note: Detail trim kit is available without gauges. 2 Normally Closed 9 Normally Open 15 Normally Open 18 (Plug) Normally Screwed Tight 23 Normally Closed 27 Normally Closed 36 Sealed Open �� .�.,,/ 6 F � BLL� C7� �; Dry Pipe Vatve Trim - l�M1odel AF a� Model AG (See Trim Assembly Diagram on page 6) �; Detail Detail Number Description 4" Qty. 6" Glty. Number i Description ' 4" Qty. 6" Qty. 1 2" x 2 1/2" Nipple 1 1 23 1/2" Ball Valve � 1 I 1 2 2" Angle Valve 1 1 24 1/2" x 1 1/2" Nipple I 2 2 3 2" x 6 1/2" Nipple 1 1 25 i 1/2" x 1/4" x 1/2" Tee I 1 1 4 2" x 2" x 1/2" Tee 1 1 26 1/2" Ball Drip Valve � 1 1 5 3/4" x 7 1/2" Nipple 1 27 1/4" Globe Valve , 2 2 5 3/4" x 5" Nipple 1 28 1/2" x 6" Nipple I 1 1 � 6 3/4" x 3/4" x 1/2" Tee 2 2 29 i 1/2" Check Valve ', 1 1 7 1/2" Pipe Plug 2 2 30 � 1/2" x 2" Nipple ', 2 2 , 8 1/4° x Close Nipple 3 3 31 1/2" 90° Elbow 2 2 9 1/4" x 3-way Globe Valve 2 2 32 1/2" Drip Cup �, 1 1 10 1/4" Pipe Plug 3 3 33 1/2" x 5 1/2" Nipple �, 1 1 11 3/4" x Close Nipple 6 6 34 3/4" x 1/2" x 3/4" Tee i 2 I 2 12 3/4" Check Valve 2 2 35 3/4" x 5" Nipple j 1 1 13 3/4" x 3/4" x 1/4" Tee 1 1 36 3/4" Ball Valve � 1 1 14 1/2" Relief Valve 1 1 37 1/2" Tee I 1 1 15 3/4" Globe Valve 1 1 38 3/4" 90° Elbow I 1 1 16 3/4" x 2 1/2" Nipple 2 2 39 3/4" x 2" Nipple i 1 17 3/4" x 3/4" x 1" Tee 1 1 39 3/4" x 5" Nipple I 1 18 1" Pipe Plug 1 1 40 3/4" Union 1 1 19 3/4" x 1/4" Red. Bush. 1 1 41 3/4" x 3 1/2" Nipple 1 20 1/2" x Close Nipple 5 5 41 3/4" x 2 1/2" Nipple � � 1 21 1/2" x 1/2" x 1/4" Tee 2 2 42 1/4" 90° Street Elbow 1 i 1 � 22 1/4" x 14" Nipple 1 1 43 1/4" Gauge, Air i 1 1 .� . . 44 1/4" Gauge, Water i 1 1 Note: The Trim Kit includes all the valves, nipples and fittings to completely trim either a 4" or 6" Dry Pipe Valve. Air Compressor (continued) Drainage (per NFPA 13) The orifice is small enough that The dry pipe system must be I n sta I I at i o n when a sprinkler opens, the air designed so that all portions of the supply will not interfere with the piping system may be drair�ed. In operation of the Dry Pipe Valve by order to assure proper drainage: rapidly supplying additional air General pressure to the upper chamber of the 1. Branch lines, cross and feed Dry Pipe Valve. mains shall be pitched in Dry Pipe Valves must be installed in a The air compressor must be accordance with NFPA 13, Sec. sprinklered area not subject to adequately sized to be able to bring 3-6.1.3. freezing conditions, such as a well- the system air pressure up to the lighted and heated valve house or design level in 30 minutes or less. 2. Trapped sections of piping must similar enclosure having sufficient The required size of the air compres- be equipped with auxiliary drains room to enable ease of installation, sor in C.F.M., may be determined as follows: care and maintenance. from the following equation: Prior to installing the Dry Pipe C.F.M. = 0.012 x System Capacity a. If the trapped section is less Valve in the piping system, the water (gallons), where C.F.M. is the free air than 5 gallons capacity, supply line must be thoroughly delivery in cubic feet per minute provide a 3/4" valve with plug flushed to assure that no foreign based on standard air at sea level. or with nipple and cap. matter is present. Friction Loss b. If the trapped section is The valve must be installed in the For use in hydraulic calculations, greater than 5 gallons vertical position in the system piping. � the pressure loss through the Dry capacity, provide a drum drip Trim according to the Trim Assembly Pipe Valve may be expressed in (2" x 12" pipe nipple with a 1" Diagram on page 6. equivalent length of schedule 40, valve on each end) with the Remove the hand hole cover and C=120 pipe as follows: outlet valve equipped with a 4 valve = 30 feet plug or nipple and cap. 9asket and check the valve clapper 6" valve - 33 feet for freedom of movement. � In order to place the Dry Pipe Valve into operation, the valve must be "seY' Pressure Loss Curves: 4 �� 6" (see Setting Procedure). The system � a side of the valve clapper assembly must be primed with water to the level s � of the priming connection. 5.0 Note: Priming water is as follows: a.o 6" = 4 Gallo�s 4" = 2 Gallons Z�o The system piping must be subse- �� quently pressurized with air (or a i.o nitrogen) via the air connection. After '�, priming and pressurization of the Dry N Pipe Valve, the main system water � 0.5 control valve must be opened fully. � After initial installation, the alarm test, main drain test and trip test(s) must be performed and the system reset and placed in service. It is recommended that Central's Automatic Air Maintenance Device be o. � permanently connected to the system to avoid the possibility of false valve trips which may result from small i oo soo soo 500 � o00 �000 a000 piping leaks gradually lowering system air pressure. Flow in gpm If difficulty in performance is . experienced, Central Sprinkler Step 4. After all drainage has Step 8. Raise the rear �'ortion of the Company should be contacted if any stopped, tightly close all auxiliary anti-reseat Latch so that it clears the ,,� field adjustment is to be made. drain valves. Leave the inspector's two cast-in-body latching positions, test valve and system main drain and lower the clapper assembly to Setting Procedure valve open. the closed and fully-seated position. Do not force the clapper in attempting Step 5. Remove the valve body to make the Dry Pipe Valve tight. Do Step 1. Close the main water supply Cover and Gasket (Fig. 1, #8 &#9). not use grease or other sealing control valve to the sprinkler system materials on the seat rings or (OS&Y, PIV or other). Caution: Never attempt to remove rubber seal. the valve cover while the valve is Step 2. Close all valves in the Dry under pressure. Step 9. Reinstall the valve body Pipe Valve Trim, except the 1/4" Cover and Gasket, being careful to three-way valves (Fig. 5, #9) at the Step 6. Lift the clapper assembly tighten the bolts evenly in staggered ' Air Pressure Gauge and Water (Fig. 1, #7) and carefully inspect the fashion. Pressure Gauge. water seat ring (Fig. 1, #2), air seat ring (Fig. 1, #3), rubber seal (Fig. 2, Step 10. Open the Priming Supply ' Step 3. Open the system main drain #3), and valve body interior. Clean if Plug (Fig. 5, #18) while making sure valve, the system inspector's test necessary. Do not use cleaning that the Condensate Drain Valve (Fig. valve, and all system auxiliary drain compounds which could damage the 5, #27) is closed. Prime the Dry Pipe valves connected to the piping. rubber seal. Be careful not to scratch Valve by slowly pouring water into the Replace any sprinklers which may or dent the seat rings. Damaged seat Priming Supply. Stop pouring when have activated. rings are not fieid-replaceable. water remains visible in the Priming By keeping the inspector's test Supply Line. connection open, the system piping Step 7. Verify that the clapper will be maintained at atmospheric assembly moves freely and that the Note: Priming water is as follows: pressure and the test connection will spring-loaded anti-reseat Latch (Fig. 6" = 4 Gallons ��'� serve as a vent during system 2, #7) moves freely under hand- 4" = 2 Gallons "� drainage and during priming of the applied pressure. Dry Pipe Valve. ft ' Step 11. Open the Condensa pressure required to hold the Dry Step 21. Perform a Main Drain Test Drain Valve to remove excess Pipe Valve closed against the water (see Main Drain Test Procedure). priming water from the Dry Pipe supply pressure. The recommended Valve. air pressure is a function of the water Step 22. Open the Alarm Test Valve � supply pressure as shown below: (Fig. 5, #23) and then perform an ` Step 12. Close the Condensate Alarm Test (see Alarm Test Drain Valve and replace the Priming Air (psi) Procedure). Supply Plug. Water (psi) Min. Max. Step 23. Seal, lock, or otherwise Step 13. Check the Automatic Ball secure the Alarm Control Valve (Fig. Drip Valve (Fig 5, #26} for leakage. 50 15 25 5, #36) and the main water supply �5 25 35 control valve in the open position. , a. If there is little or no leakage, the j�� ao 5o The system is now ready for service. clapper is properly seated. iso ao 50 Continue with the "Setting 175 ao 5o Step 24. If alarms connect to a , Procedure". central station or fire department, b. If there is excessive leakage, the = When an accelerator is installed with the Dry notify the signal receiving station that clapper is not properly seated Pipe Vaive, a minimum air pressure of 2s the system has been placed in and the priming water is leaking psi is required. SeIVIC@. i past the air seat into the i intermediate chamber. The Dry Step 18. Again, check the Automatic � Pipe Valve must be re-opened gall Drip Valve for leakage. There � and repaired. Replace the Test i n g � rubber seal on the clapper if it is should be none. � worn. After performing the necessary repairs, repeat steps a. If there is no leakage, the � 5 through 13. clapper is properly seated. i Continue with the "Setting � Procedure". General Step 14. Close the system Prior to completion of the i , b. If there is leakage, the clapper i � inspector s test valve. installation of a Dry Pipe System, the is not properly seated and is �� not holding the priming water. piping must be tested for strength and Step 15. Clean the Accelerator, if the The Dry Pipe Valve must be Water leakage (hydrostatic test) and ! system is so equipped. Refer to the for air leakage (air test). The test re-opened, inspected, and appropriate Central Bulletin for repaired or replaced. results must be recorded on the � detailed instructions. Cleaning the Contractor's Material and Test � accelerator may proceed concurrent Certificate. j with establishing the air pressure in Priming water must be retained in the system. the valve before the system can be Hydrostatic Test ! placed in service. After correcting any problems, repeat steps 3 through The 2-hour, 200 psi hydrostatic test Step 16. Open the Air Supply 18 of the sprinkler system piping must be Control Valve (Fig. 5, #15) and admit conducted with the valve clapper air to the system. If the system is latched in the open position. The � e ui ed with an automatic Air Step 19. Activate the air supply to q pp the Accelerator, if the system is so rubber seal on the face of the clapper Maintenance Device, refer to the equipped. Refer to the Central may be ruptured if the valve is tested appropriate Central Bulletin for Accelerator Bulletin for instructions. With the clapper in the closed ` detailed instructions. To prevent a possible false trip of the Position. The test should be Dry Pipe Valve, perform this conducted as weather permits to Note: It is good practice to build prevent freezing of the piping. up the air pressure on the system accelerator activation step prior to ' to 10 psi and then individually opening the main water supply Air Test open the auxiliary drains to force control valve. The 40 psi air pressure test of the any remaining water from the low Step 20. Slowly open the main water sprinkler system,piping must be points in the system. When dry air supply control valve to the sprinkler conducted to verify there are no leaks starts to discharge, close the that would allow a pressure loss of valve s ti htl and re lace the system. When water starts to ,-� �� g y P discharge from the main drain, slowly 1.5 psi or more during the 24-hour plug or cap. test period. close the main drain valve (Fig. 5, #2). Then fully open the main water Step 17. Continue to admit air into Acceptance Testing the s stem until the Air Pressure supply control valve (OS&Y, PIV or y other). After the installation of a Dry Pipe Gauge (Fig. 5, #43) registers the air System is complete and prior to final 9 acceptance by the Authority Having any great extent, the condition should Before proceeding with any trip test Jurisdiction, the installer must con- be investigated to determine the of a Dry Pipe Valve, the water supply duct a Main Drain Test, Alarm Test, cause. Some possible causes are: line to the system should be thor- and Trip Test. The test results must oughly flushed. The system main be recorded on the Contractor's a. Partially or totally closed water drain may be used for this purpose. If 'U Material and Test Certificate. supply control valves. there is a hydrant on the supply line, '°'`° Refer to the Trim Assembly b. Clogged or frozen water supply it should be used to flush the piping Diagram (Figure 5) which correlates mains. before the main drain is opened. with the I.D. numb�rs noted in the c. Serious leakage at water supply following procedures: valves or mains. Note: Assistance is required to d. Significant modifications to the perform so.me of the operations in Main Drain Test Procedure water supply system since the this test procedure. The purpose of the Main Drain Test prior test. This may be verified is to show whether or not the normal with the local water supply utility The procedure for conducting a full- water supply is available to the or fire department. flow trip test is as follows: system. By comparing the static and residual water pressure readings with Alarm Test Procedure Step 1. While the dry pipe system is any previously established readings, Unlike wet sprinkler systems, it is "in service", open the main drain a Main Drain Test can indicate the not practical to periodically test the valve (Fig. 5, #2) slowly until it is wide possible presence of partially closed operation of the alarm connected to a open. Then check to make sure that valves or other obstructions in the dry pipe system by opening the a full steady flow of water is supply piping. To avoid property inspectors test valve normally located discharging from the main drain pipe. damage during testing, provision at the most remote position of the Allow the water to flow at full pressure must be made for proper disposal of system piping. The reason being that long enough to clear the water supply water issuing from the test outlet. the entire dry system piping would fill pipe of any accumulation of scale or The procedure for conducting a with water, hence necessitating time- foreign material. main drain test is as follows: consuming system draining and re- setting. If alarms connect to a central Step 2. Slowly close the main drain Step 1. While the Dry Pipe Valve is station or..fire department, notify the valve. The Dry Pipe Valve is now "set", and the main drain valve is signal receiving station prior to and at ready for Trip Testing: � -� closed, note and record the reading the completion of the Alarm Test. �' on the Water Pressure Gauge (Fig 5, The procedure for testing the alarm Step 3. Note and record the readings #44). This is the static pressure. without tripping the system is as on the Air Pressure Gauge and on follows: the Water Pressure Gauge. Step 2. Open the main drain valve (Fig. 5, #2) slowly until it is wide Step 1. Open the Alarm Test Valve Caution: Before proceeding, be open. Verify that a full steady flow of (Fig. 5, #23). This will pressurize the prepared to record the following water is discharging from the main alarm line, cause the pressure alarm information; a watch with a sweep drain pipe. If a full steady stream is switch (if any) to activate and the second hand will be required. not discharging, check the main drain water motor alarm (if any) to sound. piping for obstructions. a. Air Pressure reading when the Step 2. Close the Alarm Test Valve Dry Pipe Valve trips. Step 3. Allow the water to flow until to silence the sounding device. b. The time when the inspector's ' the reading on the Water Pressure test valve is opened. Gauge drops and stabilizes. Then Step 3. Open the Alarm Line Drain c. The elapsed time, in seconds, record this reading. This is the Valve (Fig. 5, #27) and drain the when the Dry Pipe Valve trips. ' residual pressure. water from the alarm line. When d. The elapsed time, in seconds, drainage is complete, close the Alarm when water begins flowing from Step 4. Close the main drain valve Line Drain Valve. the inspector's test connection. slowly. Trip Test Procedure Step 4. While observing the Air Step 5. Compare static and residual Dry Pipe Valves should be trip Pressure Gauge, have the inspector's pressure readings with any previously tested during warm weather, test valve opened by an assistant and established or normal readings. If the preferably in the summer to allow all note the time. readings compare favorably, the condensation to drain from the water supply may be considered system piping before the onset of satisfactory. If the readings vary to cold weather. `"�' I Note: If two-wa communicat"� is should be ins ected at an time there � not available, t e time of openi��g � are & is excessive water leakage at the � the inspector's test valve may be � Automatic Ball Drip Valve (Fig. 5, j determined by observing when the Maintenance #26). i r'�� needle on the Air Pressure Gauge � starts to move downward. The Central Model AF and Model Clapper Seal Replacement AG Dry Pipe Valves and their acces- (Refer to Figure 2) The rubber seal Step 5. When the Dry Pipe Valve sory devices (air maintenance device, �#3) may be replaced by removing trips, quickly note the time and the the Clapper Assembly and removing reading on the Air Pressure Gauge. accelerator, pressure alarm switch, the five bolts (#5) holding the Retain- water motor alarm), should be semi- annually examined by experienced ing Plate (#4) against the rubber seal Step 6. Allow water to flow into the and qualified personnel, to ensure and to the clapper (#1). system. Note the time when water starts to discharge from the proper operation and trouble-free Seat Rings inspector's test connection. service. (Refer to Figure 1) The air (#3) and ' Warning: Any system water (#2) seat rings should be Step 7. Keep the Inspector's Test cleaned and checked for damage Valve open until clean water is flowing maintenance or inspection that such as nicks, scores or dents. Seat involves placing a control valve at the connection. Terminate the test rings are not field replaceable. A by closing the Inspector's Test Valve "out-of-service" will eliminate the Dry Pipe Valve with damaged seat and then the main water supply fire protection normally provided rings must be replaced. The seat control valve (OS&Y, PIV or other). by the system. rings should be inspected at any time Prior to proceeding, be certain to there is excessive water leakage at Step 8. Compare the data on trip secure permission from all Authorities the Automatic Ball Drip Valve. point pressure, trip time, and water Having Jurisdiction and notify all delivery time to the inspector's test Automatic Ball Drip Valve connection, with revious test personnel who may be affected p (Refer to Figure 5) The plunger on during system shutdown. A fire watch records. If the data differs to any the Ball Drip Valve (#26) should be � great extent from previous records, during maintenance periods is a pushed in during inspection to verify recommended precaution. � the cause should be investigated, and that the ball is free and any slight � the condition c�rrected. The owner is responsible for the seepage of water from the intermedi- , proper operating condition of all fire � protection devices and accessories. ate chamber of the Dry Pipe Valve i Step 9. Drain the Dry Pipe System, has escaped. Excessive seepage � The NFPA Standard 25 entitled, ; thoroughly clean the Dry Pipe Valve, , indicates the rubber seal on the valve replace parts as required, and reset `Inspection, Testing and Maintenance clapper should be replaced. ' the valve (see Setting Procedure). of Water-Based Fire Protection � Systems", contains guidelines and minimum maintenance requirements. Gauges Step 10. The Dry Pipe Valve should (Refer to Figure 5) The air (#43) and be provided with an attached tag Furthermore, the Authority Having �„ater (#44) pressure gauges should which shows the date when the valve Jurisdiction may have additional be checked for accuracy. Verify that regulations and requirements for was tripped and the name of the maintenance, testing and inspection the required air pressure is being person and organization performing that must be obeyed. applied to the system. If the gauges ' the test. are damaged or non-operational, they Inspections ' shoutd be replaced. The organization performing the The areas of the Dry Pipe Valve test should maintain separate records and Trim that should be included in Accessory Devices which show the test results including: semi-annual inspections �re de- The Air Maintenance Device, initial air and water pressures, trip Accelerator and Anti-Flooding Device, time, trip air pressure, water delivery scribed below. Pressure Alarm Switch and Water time to the inspector's test connection Clapper Seal Motor Alarm should be inspected and and operating condition of the Dry (Refer to Figure 2) The rubber seal maintained in accordance with the Pipe Valve and accessory devices. (#3) should be checked for wear or instructions in the appropriate Central Note: If there is an Accelerator damage. It should be free of dirt or Bulletin and NFPA 25. attached to the Dry Pipe Valve, other foreign substances. If found to qir Pressure ,'" initial acceptance testing must be worn or damaged, the rubber seal Air (or nitrogen) pressure must be include two trip tests, one with and should be replaced. If it is dirty, it maintained on the dry pipe system one without the Accelerator in should be cleaned. Compounds throughout the year. Dry pipe service. which could damage the rubber seal systems should not be converted to must not be used. The rubber seal 11 � t;.. �� r - , �, �, , ;b .� ' ; � , �� _ _ :,, ' .� :� x � � � i r� I 4; ,� � � � . . . . . . � � . �„N - � i j �I � � . ; � '' 47 . � � , � . �'(' 1 1 1 � j .. � � � ; � i ! t. CARLSON AUTOMATIC FIRE 'TECTION ��' `�� O�, �� O��Q� COMPANY 12488 Xenwood Avenue SAVAGE, MINNESOTA 65378 DATE�� / / _ � JOS NO. �� Z � (612) 894-3250 ATTENTION �f.f2Y 5 Ti9'3E/Z ro G! T`,' � F ,/�,�2-�C'�G2 L�l�t RE � r �� ,/�/�lTC i�t/�G c 13�l7�. �9�-� � � ��l�i s9 /�� - /�e��U� Z�.��-c � ,�� ss3 � � WE ARE SENDING YOU �Attached ❑ Under separate cover via the following items: r�'�Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter p Change order ❑ COPIES DATE NO. DESCRIPTION 3 iG -1 �-� I � �/�. � : s �s� � � �a �%� S� �_/�-� c � �f7`TS �� 2�<" �" /��? THESE ARE TRANSMITTED as checked below: �or approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections �Returr�corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS - COPY TO SIGNED: � If �nclosur�s ar� not as noted, klndly notify us st onc�. '� 7r �I�R L.�1C.� ��LO�'1�(��lT 1__��'. 2 50� W i,ld.�- �arkway �'rior Lak,�� MN 5 5 3 II {612) 445-44SS FAX (612) Q45-b32t1 F� �.*tsr�sszaN cov� s��T FAX NT.JI�ER: �"T � �Z `j.� V£RIFIED HY -__ _--_ TO --- ---- . _ - /� �� _ _ _ __ C�TP1�►NY - [n o ��'e r Lr� �CC ! t,�/ �c��' 9�,� SUPC 1'iQUt � _ __._ _� _ �..J___ ------------- -- �----- -� - �'I�OM : __ __ «_ _ _ _ . DA�'E: � nun�r of pages incZudinc� caver shaat: SPEC7'AL INSTR.UCTIdNS : � _ _ -- - - --- t� �c l �r� c f�Sic � �'s � l�� a f Co s s A.e. �] _ _ -_ _ -- - _ __ _ � ��,� __ c,J�i�tl ��i �' lc�S �Qir1 P�'/�a�Co ,�us�c/��1� - � ,t F�qular Trans�uiarsion Confidential Transrr�i�ssian ( } _ —__ _ Reci_pient's Phone # If Zrou do nct receive all inform.ation, or are P_xp�ri�ncing other problems ir� �ransmiss�on, please �all {612) 4d5-4d5S _ Trias2k �ro�s _ .�1�' L�S3 �C'NF3DENTIAI,I2�' NOTICE : The doct�nt(s) accompanying thia fax coRtain confidential i.nformat�_c�n. 'l:n� infox�tson ia intended oniy for the uac of Lhc ititcndcd rec;ipicnt nar,�ed abov'- I g yoa ar� not t.h.. int�n�ri r�cipi�rai, yo�s ar� hrrcby not.1ty�sd. t.hat. azt4• c�lfcloscii�e, copyinq, distributior., or th� takinq o� any actaon in rcllancc on t�� contents oY th� t�l�copi�d info�atioa, vcccpt ita dirrct d�liv�ry to r_hP lnt-�cndcd rec:ipi�nt namcd abovt ie atri.ctly prohibited. If v�u havc r�c�iv�c� 'th�■ faz i.n trror, plesac noti£y ua y�C�,a,��r by t�1G➢honc at (612) aas-aa to arranq� t�x =�turn of thc oriqinal do.z�rnttil to ��s : �XX_X��;L.X�.Yi�X` vv �X��.�X�,XXX..�X�.,XXX��X�X.��'X`{i��'.�'sa�:�{.rvi�z.s::�...� �.-, r4--�+ ri1 ,�� h.�r( 2�{� .Jri[.1,.� i-��1�?I 1 ��I,1�Il!I:� , L� �i^�� 1�!;i ' a�' � � 1!�li_Il o'� r' ftitF.i 11 � 3b FF{U�'+ 7'FVtI. � U i-44,-bJ�V7 'r'_ idb � r ,� ` e�,9,� Heat �efn Calcul�ti�� PQ � ,;. �fer cvc�I tr►g) " J...� �. �. ��:� t�a f rt rcrtnpar,�! � t B�'t uh ) I _ . ��. i� ��' _--i.l i r.de+v'---- I n- L a- I� ;.� I?wra Tran. 9nl�r I.�al ls Floar CQi 1 t�rnl Infi 2 Vant tant Total H RM d 449 137a 3b� b 260 1923 81�6 O i56� 6760 ; * 9 LKft � {! a 54 Q 1'�Cl �97 381 Q kSl. 1�53 J 4 0 �`7 O 37 255 109 O � 29 'S�8 �s' IE8 �.�R Q � G 67 O 34 'dF7�i 153 Q L�6 031 �€��cE v s�2 aa2 isi o ro Qe} zo� Q a�6 �� FF:CE � ��1 8�4 181 � 70 48? �C��+ 4 �?4 26f,1 L III+ �J 4 10 O 7U �Sg �'04 � �'S4 1 Z43 6ra6 �r c� T�3 0 685 �s7i� �997 b �947 z277o I PFT R� � O {? 301 O &� �`� �$ �. � # 1 Cti 1?77 ; ,: Z PN RM 4 � � 4 4 E O 87 �9� 381 O �S� 2 569 T5 RM G1 ''J' Q 301 4 8T i9� 38 2 O 41 Q ! 777 i4�' ' , , sl Houz. BfNJ 832 2E8! L�.�B 0 165? i 13�9 5f'-! 7 O 779�9 33793 '�` : ; •� t g�in suaunary Ir"�' • - Flovr area Heat qain C- F. M. G. Fe M. Sq. '�t. �ttlh AiY'CfT�T�aQt' « g.�Q/t�ra) � f. � �" : ` ..e. V ' ^� �ti RM ?�0 fs76A ^c0. � �7n '��' ' S LKR �36 i953 5. � �� ;,,� � � G 9b 558 1. 7 23 IE8 U{R �40 930 �.5 � ,', , ,�OFFI CE ��t? I 37� 5. � 78 � _� , ., `, < �]F� I CE I BO P651 7. 9 � 97 :; c � i 80 2 i 4 a 3. a �6 s* :� i 7fs4 1277f} 3�. $ 510 I Zt� RM �24 1777 5_ 3 72 I_Y •"��'� , : -.� I�lD RM �4� 3�69 +►.6 6Z '' J R�'$ ftl+'! E�4 � 777 5. � 70 i =, �f, . bal Fious� +42E�{3 33793 lOQ. U 13��0 :,. ;:�t t qain e� ax a i � ,:,,: u aa aoai�n h�st �s�in {Ptuh) 33,793 M1r �.��.�.mwm..o...-.o�n....a-..--.__...--_�.... ... _�_._�._ l � . �i � } y��F' � .��'. r ;� • � f y' � "0. .�� ' �� L - � �ri.. 4 : '. 5� •��; � ' ; ��, ,� t ; . :�� T�1Tfb _ P. �t. M1' ' �'e� � . �� _ - !� .—? I .'"'l.� -'�� _ _ �-. -_. L i_'.-, ��.�__L' r L� � -: ,_ � �.. �-es-i �y� i i-�s Fr.an ee.EC ro 4-4�5-�s2� �, ets � N�et �o�c Ca2cua�t�Qnc Dg a � 4 t�v�r- n�� i�q y t] acz oomeon�rnt s� c�1�[ t,�l1 I I Dc+.�rsi lJindG�r� N�11� Flcor Caeil Fircvl 1�1"al �/arTt 7r��1 � 4 � 18 1 b� 7 4050 1258 0 3570 O i��3 � B Lf[A O � 4g� lCf�O �d7 V lTl3 L? 377� ' a a iEi 3ov iss � �a� a �v7e IES C.KR O 0 30! T9p 2+�'S O 7i4 O �14 �F� I C� O 68e e 3 3 1!�5 31'� � 9 2 8 b 38g3 4�F'ICE O 2037 813 202`S �25 Q 918 G 51b8 � 0 �►� 300 3i5 O 9x8 0 �a�2 � 3�es o �a� 630�0 �a� 4 i a�aa o��3�a �� o a i�a� ��so �z o s�� o �� I�Md RM o Q 633 1634 391 o i 7�� 4 �7�7 �� Q 4 1356 2250 3�1 O 17�3 p ��t, �•1 Hou=� 3600 3T3! 10931 21A50 '7459 4 �7967 (} 7'�c?4d► t ic�se auv�nargr � 100►• ar�t KQat 1 aam 9a. ft. Rtuh RM 7,�Q � �� '9 LKR 33b 37�2 t= `J6 1078 IES LKR I40 `Oi0 ZCE 180 38g3 tr_� � �a ��o� � i sc� �as2 17&4 �9301 _�,�~'' KT Rrn ; �4 5710 � t"^` X ND Rr7 ��r�. 3787 �" 7S R!'1 �24 �71p � nl Mv�u�ts 4258 75Q#4 � r 1 os� @ Ox p �� .. �. __ �..� _ .._....�______.�___ _ __...�.,.�_ . . al d@ci �n hrs� 1��-� t��a�,) ?5, [sva � � � ' ' _Q � � � __ . .___�_.__�___v.��_R.m_______�..�..___�., _ _.___ � R � i � I?b� } t � �� C �� ' � ��i r � [�/��''� .l" ' V � � �,a'b�` r � 4 �� b,�`� � � � � �� i � �, � � ' AUG-8;1-1994 11: 35 �-F�pr1 f'RJEC TO 9-445-F�3� p. �q I Fi�aat I�a�� Caltulwt ions pq ;� c for he�� itt� ) t Ivss com�rtiesr�t� (H�ttH� I?o�e"� yJ:rrdOM i�ta►I is Fioar G�i 2�fr�c3l InPi 2 Vcnt Total RM O �018 1bE7 I35Q I238 G1 3�70 O 9923 '8 LKR a O 4?� 350 �87 O 171?� Q 347Z V O 1�1 10�? 268 O 4�9 a �7�1 I E8 LKR � G 3C�1 254 245 O 714 Q 1514 ��Y�- o � 813 375 3IS 4 918 O 3iQ3 ��'IGE O 103']' B13 67S 3!5 Q 918 O �8 5 i s p �5 1 t)0 31 � U � 18 v i 99� � 3086 0 3344 �fb� 3093 4 13�488 4�3101 i NT Fill O a 1�"',,b 7�0 391 O 17 E 3 4 �21 a NlQ� RPI O O 633 35a 391 O I7 i 3 O 30A'7' 9 Rf� � 0 1355 7�A 391 t3 E 71 s O 4� � O .1 �.�� 3sao �� oasi �ssq �� G �7967 0 �o`r� � t lo�s scemm�rv Floor ar^I�a Hp�t los� SQ- ft. Btuh I Rr1 72v 9923 *8 LKR 336 3072 46 678 iFS L.KR 340 i510 �3�'F I CE 18p 32 03 I 1��' I CE 1 BO 37�A 180 1892 � �. - �G4 251 ti 1 I NT ftM Z24 421 p IND Frnt �24 30$7 T� RM ��4 421� I � a I Hau��s �?68 6d7�+4. r �oc� v Qx o � �tl 4��i4n he�t ;n�ys ($tuh>� 60, 744 R f i , I i i � i i I � I �� F _ a a�-R'� 11= 3s F� I7U�C TO 9odd5-S�� . �� De��rf p�t ion of Heat tn� b Coo3 ins� Ar�as p,� ,� DaO+^� bllndQrv� ualls ["�v�r� Gtilin� Rv�. Flri• Rvcrw 'Typec Sc{ ft Typa Sq !t Tyao Sp ft sya� €�q fe 7yp0 :3a �t a;t �'I tUNCH RM p4N 49 t��Q 432 F40C 7ct� G:��EY ,�'�0 c�_ O Ci4E �5 �1Q�4 �a� ��' �� W2gQ 1 I� FO00 336 C 1�O 336 A. t� Fioa la� � -EG 1�224 3� F000 9( CISO �6 A„ c� FflJ4 �+► CAUi E6 LMCR N224 8a �OOt1 140 C 25Q 1� S._ A FI04 10� il C1F7° Y C� G4S 2� 4J��0 � 16 FQQO 184 C I50 ��9 {3q O �104 1'S� E ��'� � ��d 2I� FO60 184 C1SO 1�U g_p 04E 1� F10�4 �7* }�lA�L. D I ��! F12?O 2 2 �000 i 6Q f. i St9 1�U t3, 4� F1 �d� 4a► S1iCIP �7. 1�G1 �+�°C► 888 F004 iTE,4 �1 a� �7�� 12. 4 F l O tr 9�++� PA I NT RM WL2Q 364 Ft}OQ �e�4 C i 50 ?�� . 4 FIQ4 3qt v�I^� �°' u�zo ir� Fovc} ��4 c�so ��a �.�. o �ioa ia# qARr8 fli�t W�20 360 F004 22� � i�o �2� ��. c� FI�4 3Q� � F1 i� ms=sur�d in Zan¢ar ft r�1 �.� �r't'c� �'� I_il r�� n �Q -� �{c� .J ��. T Jr.� L�-!'_li�_:A 1:��-a � L� '�-,1_�^ �-'� �� T' c�.b� �_ -q—� � , auG-03-ig94 ii=3s �r� ruFC rn 9-��s_�� P=� Fieat Transfcr Gapfficiantg p� � 7h! win�er artd surnanar- U-vaiues 1 ista�d bale+� ar�a b�sr�± c-n �hs f�al.��inn. 6ttnt�r �SeiB�re �!ri'1l�2Rr�ttLtr* di�f�r�riCwtF) z 9O Suncs��r dp� ��n t ererypr�t �r� d i f!`Rrtracs 4�): 2C� tJin��r ±� 9um�r U SQCtfan Descriat3�r� tBt��!,�sc; r t�4ur,�sc� t� d D1 M�{�] d�c►rIf311�) $�,'�T1 3.72 [34N H3ph rfficiency .vir�do�+fxo� E) L�. g7 6.06 G�►� Hsgn �rfficiQrecy +�tndow{l+ar. E? �7. �T 6_ ^� O�fi Hiqh Qtfiriurn��r r.in�aY.cic,�+ 5) �7.�7 6.Q6 �0 F�rsnas +�a I I �f R� �U 3� 77 O_ 6� �'4�Q F2aor M/nv h��t f 2�s� Q. 44 i�. :7f> �1A4 9i, Tlvc�r tio/R� 4 �, �� C1',.�' 4 G�i 1 i rrfl 1y/R— 60 3.�5 �_ a°� t'" _" __` _+- vt- �` �-I' ii.7 a�C�_', _�i_ij.J IF�-;? _ I � � ,-� i �a ��n,�_i G__��; _,�, r, faUii 11:34 FR(JF1 1'FJEC ft7 ?-�l45-t�'�v! � w� t 'E -+ �zr�n_ Va�ilav GleCt. Co—no ,c�� P�rA�t Lo�= aTtC1 rrcnz 17�1z1 t56t�++�C�- �'O*" K�fd�nt�Rl LiCtpliC�ti�n� QS/U;S19�► ti� 1t1� 1�a�4 Vr�oar�U tvr' Cbrtt,retCfs07' R!^!!Dei*^�[�1 t�Y WiLn� �fAln�r. �t� �raie �la��zw Minx�. vw1 Ee�r Elect. �o—�eg d.'94�8 Jc�h�sQn rlsrer. (}r� Jord art 1�! S ren .a3�82 C�t�3 �442-2w13 �� i-IomQ CanaRtr *+rir arlfiF FquiG�m�an$ T�rat�t ��Fit t{c�s+s t yo� ►iea� inO D�rs PY` iMar-v 1�1 i ndow� SRCOridrsry Ld�l ��, �vu�at f on Caol ! nfl F I ao�^,c - C�tlyngs �`�+� DQSign Co�ndikions �� i� i nt tr �� Ar�nu+Rl daareE+ �ay� {b�sQ b5F? 81Q0 �c7� Insida dv�1Q» t�m�Qa�aturQ (G) 7f,� � Oc�tzide Oesipn temD�re$ure (F3 - �O 9'� Air ChanQedlhc�Vr 4, 4n G. �t7 �`�a�avs2 v�r�t �fno o� � Duct t`xluh Zq=g/q#�� c � � Tnternwl t�o,at gairr� Bt uh par perecan p 3�a l�tumber of pwQ�? �. � g A# uh 1'or �rrJpl tanee+s O 94�C7 �''�t�� qdd onQ ha2f air chart�� Tor roem an ahi�h firQpi�C� is loc��Qd. i�lF�lr'� �X vr l�er. of thf outsi+7Q b�asem�r�t N�ll�s ��t axvc��cd �h� �ir ct��nq� i�t r�ueae! k�v ane tfiirQ for tt��t rc�oa�s, L�ts�# �aliny lond i.� eE�sumed 4v be 3CjX o� �r_*�ible �a�Ling IsaA�, Pb�h' b�►+d �iut aarssrNRa) rr►ema 7gT1 � er �.. . �� ' f'� : �. �.. j C C, �� q�- r � � R" g-- 1,� � °°_ ,��,.t. : � A�9 �� C .� Z - -z� — '�.S ' � 3 � a ""` �_�^ � -' .b .!''�bv !Ji �� n�,�-� �,�ic I _a�_,T !�-� lJf_�r�',.� I 1 ITIn ��L� k r,T . � , o � PRI�� v � �1?� �, E g O �C P November 16, 1994 Mr. Charles Ormstrom CARLSON AUTOMATIC FIRE PROTECTION 12488 Xenwood Avenue South P.O. Box 436 Savage, MN 55378 Dear Mr. Ormstrom: The fire suppression system permit submitted for The Wilds maintenance building located at 14998 Wilds Parkway is stiil incomplete, and work is being done without a building permit. In order to avoid any delays, information on the automatic air recharge system, as required by code, must be submitted to complete the permit submittal package. Failure to do so, will result in the City not issuing a Certificate of Occupancy and use of the building wouid be in violation of State Building Code and City ordinance. Please contact me if you have any questions at 447-4230. Sincerely yours, / i — , ;, �ul Bau artner Building Inspector CITY OF PRIOR LAKE PB:jlp cc: Tim Werner, The Wilds PLET13 WRT 4629 Dakota St. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) �47-4245 AN EQUAL OPPORTUNITY EMPLOYER �• . I�� , , �.,�� 1NA�'ERMAIN MaierStEVV9Yt Eti A9BOCiat83InC pRESSUR� �f EST �cl .S �o�-� o� PtROJECT NAME rh ..�i .. ,d� �ATE � � PRa.l. NO. • �r D`` �``'`� s° '� PERI TENDAN'T CrNi'RACTrR SU N INSPECTOR D �� . ._.�..._.,, „ _ .�. D�SCRIPTION Of TEST S�CT40N DA7E OF TEST ..1Q � ��, �r� l� . GtJ�" W� U S �� .� -- NUMgER 0� TEST � � �_O_ll�,�r �.�2�. t �G� L,ENGTH OF TIME �� -�- - INiTtAL PR�SSURE ...� �� ps� L 1.,,.Q at�` A-'�' �lCa Ps.t' 'c.�r�vv� ,�' -A-£ D ' FINAi. PRESSURE �� 7o S . � � �`�- " �� /� � � � � � PASS / FiETEST �'�`� � - �- `� . DESCRIQTIOH 0� TES�' S�CT10N DATE �F TEST 1 °f'�y �� - �' +�'rn`-� � +'�'�� - NUMBER 0� TEST � -` � A�1.'�.A-t:�tl G�- i-� .Q-rl �Q--c�r� �s�.�,..Q ""` L f NGTH 0 F T I M E � S/'� 1�'` INlTIAL ARESSURE _�f�S.� ��NAI. PRESSURE �S� ��-� PASS/AETEST �/�'lG��t DESCRIPTlON OF TEST S�CTION DATE OF TEST 1 a�� --r - - �"�' �'y` � A' �° �'�- NUMBEFt OF TEST � , L r � e �'C��-e�d `F .��.,� � � 1S�b�S��ENGTH OF T1ME �:' �r'� �' t�—�-� �L; �� 1NITIAL PRESSURE 1� �-s� F�NAL PRESSUaE � �� I�� PASS RETEST ��"� ;; D �..a �oa � � � �'�lr.� ,4�� 3�b 14�J --� 1 � � � c. , . � 1 O� P R I �l�' �. � � � .� , x U �� 'r � `�l ;v E s °� , ,. September 27, 1994 Mr. Tim Weinei• The Wilds 2800 Wilds Parkway Pi Lake, VIN �5372 Dear Mr. Werner. This letter is i❑ regard to �he buildinv permi� review for Lot l, Block 7, The Wilds. To date, the City has received two building permits for the subject site, one for a maintenance building and oi�e for a fertilizei stoi�age building. Review of building permits for the subject site are on hold pendin�� submission, review and approval of site plans for all proposed development on the lot. The infoi�nation st�bmitted widi tlle buiciing permits is not sufficient for site plan review. The development proposed consists of a mix of commercial/indusn buildin�s wliich require that a co��plete site plan be submitted, reviewed and approved by the Prior Lake Development Review Com��i�tee (DRC), prior to issuance of any additional building pei for the site. On Septei��ber 13, 1)94 I denied a buildin� permit for Friedges Drywall statin� that a site plan revie�v was req�iired by the Ciry of Prior Lake. To date, the req�iired information outlined in that buildi�ltr pei denial Ilas yet to be submitted. The purpose of this letter is to provide a second written notification that no building permits will be issued �intil such a time as a site plan is approved by the City of Prior Lake DRC. A copy of the DRC "Site P1an Application Checklist", lail��scape re�uiremen�s from the Zoning Ordinance, lanciscape plan review letter troili Gre�� Kopischke dated September 23, 1994, and a copy of the denied bliildin� pe� for Friedves Drywall is attached for your info�7nation. Please be advised that items 1- 13 of the Site Plan Application Checklist are required to be submitted in the for�� of a site plan a�1d supporting narrative. The site plan should indicate all proposed improvements including buildin��s, parkin� facilities, utilities, ci��ainage, «ash enclo�ures as well as landscaping and any other site pertinent data. The landscape plan �ubmitted to our office durin� the week ot September 12, lyy�4, has been reviewed and should be revi�ed as pei sug�estions provided by Greg Kopischke. The site plan sl�ould be prepared by a re��istered en��ineer and/o►� site planiler aild all pLan sheets labeled and dateci with tl�e appropi�iate revision dates and notes. If after revie�v of the attached intormation you have further q�iestions regardin� DRC site plan require�i�eii«, please contact myself or Blau Ti•emere at 447-4230. Sincerely, , �;� l� ,C.� � � .� , , - r.1,��,.�� /C�� 4629 Dakota St. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER . , . Deb Garross Assistant City Planner DRC Coordinator Enclosures cc Blair Tremere Gary Staber Larry Anderson � 1 �� + . . . ._ . � �_ .�,.. . : q� PR/p � ; 9� c� m �� White - Building Canary - Engineering Pink - Planning Tht Center of th �ke ntry BUILrnNr PERMIT APPLICATION DEPAIRTMENT CHECKLIST t' r � f NAME OF APPLICANT �- � ��-�' �� Y= -=� �=�'-��.r `:°'' �=-�=-�' . , , APPLICATION RECEIVED �� `�� The Building, Engineering, and Planning Departments have reviewed the building permit application for construction ,activity which is proposed at: , % y i � � '�r �z �� r"� _r` T ,� r �.� � � � — � � Accepted Accepted With Corrections Denied ✓ Reviewed By: �J Date: / ��3 ` /'� Comments: ��`�� 5�� ktnC�'�� j�sf��.u�✓er.cp� 0�. � 7Jefi�� — � �I� ,{�l � ,( /'1 i�� 1-e(.(� 1S �t /I � �T �2-�� ► L�L_. � -� I k�u� � �G � � � v� c� .��v� � > . � re,v �� CSz �-l-f� ��` ( 1.�9� � � i) �t c,� i�� v � a�� ,Q/1.��P�v s�c�� 1v c � � l� �� ,2 � t'� s� � o lr�i� , 1�� +�t�OC � �,�.� � -�� C'�� -I n;� (,()� (c� (.(�� G..�� (�e, b� l�c � l�i� 4��-Fc�r a-1,l p �� r� �► �I� � G� �.�,-�.�.� P �;��° "The issuance or granting of a permit or approv�al of plans, specificati�ns 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. � �� P,o�� .um ��. �-�n. �-� a-PP1`cc�� . �� - � � � � � lfl� c ��,�cc�� p<Uv� �� `� � . �� P ��' � _ ,s�v�►c� �f' c�K ��-�? � (� ► � � b-e� �e v�r �e� �� c� � � s i � , . � Westwood Professional Services, , . 14180 Trunk Hwy. 5 MEMORANDUM Ede� P�a�r�e, Mrv 553na 612-937-5150 FAX 612 937-5822 TO: Dcb Garross City of Prior Lakc FROM: Greg Kopischke DATE: September 23, 1994 SUBJECT: The Wilds - Mai��tenance Building As per ��our request, West�rood has revic��ed tl�c Landscape Developmcnt Plan for The ��iilds-Maintenance Building oi� Wilds Trail as prepared b�� Arteka, (not dZted). This revie�v consists of quantification and obscrvations regarding tl�e proposcd planting relative to the proposed site plan. site conditions and thc ordinancc standards. A. Tree Calculations 1. Rcquircd Trccs a. 920� 1.£ perimeter = 40 = 23 mininwm rcquired trces b. 10,000� sq. ft. buildin� nrca = I.000 = 10 minimum rcquired trccs Thc larger of thc t��o �rould appl��, so 2> trccs ��ould bc thc minimum rcquircd. 2. Trccs Providcd The plan shows 10 coniferous trces, 1 ornamcntal tree, 2 deciduous canop_y trees on sitc, 2 deciduous ca�lopy trecs i�� the street boulevard (off-site) and 2 deciduous cauop�� trecs iu a�lanted islai�d that is noted as `'dcicted" on our plan. T��ically, only on-site plantings ��ould coui�t to��ards thc mininium rcqaircd. T?:;; �,!a:� is thc:c�orc �!/2- I 0 1/2 cqui��alcnt trccs sh�rt of the ��inimum rcauircd, dcpcnding on if the island has been dcleted. (The building area includes thc main buildii�g and ri��o small remotc storagc buildiugs). 3. Plant Sizcs The proposed size of most trecs ►neets or c�ceeds ordinance standards. All coniferous trees are noted as 8-12 ft, and deciduous canop�� trees as > inch. Tl�e ori�a�nental trec should be sized b�� diameter rather than hcight to determine if it mcets tl�c siz� standard. Thc l0 largcr sizcd conifero��s trecs account for �3% of 23 rcquircd minimum. This excccds thc standzrd that rcquires 10`%, (3) of thc trccs bc a larger sizc. Westwood Professional Serv�ices, Inc. �is an equal opportunrty employer. 4. Trcc Mix The ordinancc requires that thc mi�ture of proposed trees not be less than 2�%� or 6 of either a coniferous or deciduous canop�� t��e. The plan sho«�s 10 coniferous and 2-4 dcciduous canop�� trees on site. Therefore, the minimum standard required for deciduous canopy trees is not provided. �. Existin_rs, Trees E�isting trees are not sho��m on the plan though the_y cxist adjacent to the sitc to the north�vest and south. Wl�ilc thesc trees provide a back drop a��d privac�� for the site, thcy do not appear to be on-site. No credit has been rcquested for existing trees. 6. Plant Su All proposed plant material is hard� for this re�ion. E3. Parking Lot Landscape I. The iuternal pzrking lot grccn spacc is insufF�icient to mcet ordinance standards. (Storage and i��ancuvcring aruas Zrc c�cliidcd fi this calailation). ( I 2, I OOf sq. ft. parking arca - 6,000 sq. ft.) x�`%� = 30� sq. ft. requircd grccn spzcc Tllc plan sho�vs oi�c islaud area of about 200 sq. ft. O�ir pla�l thou�h notes tl�is island as bcing dcicted. Planted island area(s) necd to bc provided �� ithin tlie parking arca to break up tlie expanse of paving and, more importantly, providc screcning of the ovenc�ad doors and open surface storage bins from the street. The�- �vill also hclp soften thc scale of the buildii�g, which has minimal space for foundation and ovcrstor�� trec planting nc�t to thc structurc. 2. Thc use of concrete curb is not noted on this plan. 3. Scrccning of thc parking arca is insufficicnt. Planting or bcrming along thc strcct is insufficicnt. A stccp slopc cxists along thc north boundar�� adjacei�t to thc golf coursc but nothing is sho��n regarding landscapc treatmcnt for slopcs and plantings to scrccn vic��s. Inslifficicut planting or other tr�;atm�nt to providc scrccning is pro�°idcd alon� thc soi�tl� ai�d «cst boundar� arcas. C. Other Screening I. The t��o smaller. remote garage t��pe storage buildin�s ��ill hclp to providc screening of thc open outsidc storagc bins and ovcnc�ad door/cquipment areas fro�� outsidc vie�vs into thc sitc. Thesc buildings thou�h ha��c not bcen landscaped ��ith plantings to cnhancc their appcal and softe❑ their visual impact. D. Grounds and Lawn 1. All ground arcas are identified as sod, sced or mulch. Special coi�sideration mav be used in arcas of stcep slopes. 2. A site irri�ation s�stcm has �lot bccn idcntificd on thc plan. E. General Comments 1. Foundation plantings around the maiil building «�ill help soften its appearai�ce. As previously notcd, additional island or other plantings �vill be ��ecded to provide overstorv trecs to softcn and scrcen the building hcigllt and mass from tl�e street. • � i ' n n ♦ G11EEM - FI�E � / O� r l � l O� 1/ELL01N - APPLICANT � � GOLD - CIT� � � � x � CITY OF PRIOR LAKE NO. � �i�� P SEWER AND WATER PERMIT NOTE: Sewer and Water contractors must be registered with the City. '� APPLI CANT : /�Yf �S� PHONE : 5 °� ��y -� 3�3 ADDRESS : O So u� � T DATE : s2/� �/ �/ � S IGNATURE : BLDG . PERMIT # y D.S 7L' SITE ADDRESS:�y �! � �lL�S ��g.R�PID# �s"-��7 - ��7y-(� FILL IN THE BLANKS 1. Estimated length of water service ��P�� feet. 2. Size of water service � inch(es). 3. Location of any couplings from structure � feet. 4. Type of sewer pipe. ABS PVC� Cast Iron 5. Estimated length of sewer line /� S feet. 6. Clean out (if required), located at /y0 feet from structure. ------------------------------------------------------------------ ------------------------------------------------------------------ This application becomes your permit when approved. BY ��. �� %li� DATE: �I FEES: $ 35.00 Sewer and water line connection permit. $ .50 Surcharge $ 35.50 TOTAL * Fee for either sewer or water individually is $20.00 plus $ .50 surcharge. * �ewer and water permits issued for new construction must be recorded on the building permit card at the time of issuance to insure that no duplicate sewer and water permits are issued. DATE PAID �/�j� AMOUNT PAID �5 -�-5 RECEI PT #��y �� REC' D BY � „Li i v 4629 Dakota St. S.E., Prior L.ake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER i � � �� ,�l.u.�cd�cg�, '��a�t�cg� a� � �� F�1X T�ranamie�ion D�te: ,� . � v 'Tirn�s —��--.`�_.. Nam6er ot Pa�e�: __ � (In�luding 'i'hi� Sheet�) Tos _ � - _. .. . _—_ ---- — � [�o�.atlon: --.� ---._... .. --- . � � — �� .�' F'AX Narnbers —��— �� ----- - t Caniment�: —� a ��-_ .��r 1�-�� - -.._. ' . //�r T � �-� _. . _ -�.��- ---��-...._ ___ � � � � � �. . .. - � �iMISEK'9 Irte. 202 l5val�h M�tin I�.n�tlale, MN 5�046 �hone (�Q7)741-2393 1.gpp-8s8• 11 S 1 . F�x (ao7�74�-��i i T c�a s. xas rr�s BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT ��,�YY/(.�LC�� i� APPLICATION RECEIVED The City of Prior Lake ENGINEERING Department has reviewed the building permit applica � on fo onstruction activity located at Accepted� Denied Accepted With Corrections Reviewed by: Date / Comments• �i � � ! _ - . � "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." # �F PR/p � � � � U m White - Building Canary - Engineering Pink - Planning The Cenler oflhe Lake Country BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT ' APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: Accepted � Accepted With Corrections Denied Reviewed By: �< 1��.�2�/IZ Date: g �g '� Comments: �iYhRi "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." / --__ .-� * � �� , y'T�'e�;t'r,Kd �I�Gc�, �, ---- Sr� ! 958 ,r FAX Tranamie�ion Dates � � v Time: --��__.`�_.. Number at Pageq: __ .� [In�eluding ThiB Sheel,) Tos . _ ,. � � _ _-- _. Ifoeation: — _._ �'AX IVumber� _.�� `� �.�' y�-� ----- - CommQnt�s —l._��'�—__ -��L� .- _._ , _. .—��— ---�� 1/ T c.�. ._ � - - - �'' � � � .�. _ -------- �MISEK'9 Ine. 202 8uul,h Main ia.n�laie,lHN 5�L046 Fhone (�Q7)7d7-�,"383 1-840-8s8.11 S 1 FAX (i�07)744-3511 rn� s : x�s rr�s >' T ' �EFT�!lBER 19, ,t994 TD: CITY OF PRIOR LAK�: FRIEUC3ES DY WALL INC H�8 HY P�R!lISS�Oti TO USE !!Y PLU1lBINC3 LICEHSE AT 14998 MILDS P�IRKMAY. ,{ 3�EK ' S� I C�� r� �� GERALD 517ISEK tlMH LIGBHSE #3081M ��... ,,.�-_ ..___.. __.- - `' �`� S , ?I35IJ4S S�fISEK' S P01 t . � . . , . . . . . . � � �� I �� , � � �� i �' .c / 93� � FAX '�ranemieeion na�= � �` Times .. _ - Nu�nber of Pageas ..-- - � ._ _._ _ (including 1'hid Sh�l) �^ � '�'�� ---- --�� 04 `' � / ,�_� _� � _ _ _ _ ___ -____ _-- Loestion: _ _ _ FAX Nurnber: — - - ----- _ Cornment�: -- __ _ o ° - - (�� /�_�� k_ G.�---- S11�II3EK'S I�c. 202 9outh Main I,une�dale� M1�i b5048 Phone (507)744-2383 1-SQli-�lg8-113 f FAX (SU7)�'44-5511 � � SbIISEK' S P02 , I � � � Q � �' � �� ' Z -� . ; (� '� � � i� � � , � 1 � � � � ;; ;�-_-� .._,�. ' .. � r f , � � I � i � �. � �`� ' ; � '� � �- ; n � ; � � � ; � o � �-- ' ; �� , � � � , ° � � ' , c+� i ' r� , � v�� > 'l�:� � "�� , � : � � -' , l`t �1 � � ' F 3' I ',s' '� e� �� . i � � � � � � � r , � R� ' � y �� { ` �'� i � . �� l� � . � - � � f . . . . `. � � � � � �` � � _ � , � � � � � �' 1 _�'°��'� ��. �` , � ",� � � �� —�s _' , � � � �. r� � . � �� F� � � f } � , � �� i �' ° —�{ ( �� j -°"� � ; �� \ : t �1 ' � t � � . S ; - . ��.t� � � � . ,� ,: , . __ A:.m - - �°-,°'-- - _ . __ °- - - � � � � � : ---� r ' m � � � � � '"` � ; � '� : J► � �° d ; -� � v� � �► _-� � t� � i � � �� :.r �► � r -� � , � + t � � aq � � � � , --1 �#' � � I � � i. 4 � � � � �� '�: '' � f ' � F.. � ',-� � rn ; -�' "'�' — ' � � '�� ; � 'I �' � � I ��'� t,. TY O F P R i O R L�CE ��°�a ��` � y 3. Yellow Applicant PLUMB/NG PERMIT # 9s� —�. i 7 m �� pRlp� Applicant: S�'!!Se`� Phone: S�7' �Yy -�.3q3 Address: o ��'y �f s r' L� K � Le tir '�'' y Signature: H V � Legal Description: Lot �lock Sub: Site Address q y s� ":✓ °�� •--rc Building Permit # - � PID # - ��Z Q 7- G� �� - �' ��'N E SO�� NOTE: This permit will not be processed without complete information. FIXTURE UNITS Unit Quantity Type of Fixture Amount Total Bath Tub with or without shower $ 6.00 Dishwasher $ 6.00 Floor Drain $ 6.00 ° � Lavatory (bathroom sink) $ 6.00 °� Laundry Tray (1 or 2 compartment sink) $ 6.00 �� Shower Stall $ 6.00 �—=� � Sinks: $ 6.00 �-, Bar Sink $ 6.00 a Water Closet (toilet) $ 6.00 °� Rough-ins $ 6.00 � Water Heater $ 6.00 � °�— Water Softner $ 6.00 Stand Pipe (washing machine) $ 6.00 Sewage Ejector $ 6.00 Backflow Assembly (RPZ, Double Check, PVB) $25.00 Backflow Assembly Test $10.00 Lawn Sprinkler $25.00 Other $ 6.00 Minimum Fee $25.00 SURCHARGE .50 .S� � ��' �� GRAND TOTAL $ �D �� This permit is granted upon the express condition that said contractor, shall comply in all respects with the ordinances of the State Plumbing Code and the amendments thereof. 7 b d`� RECEIPT NO. I/ �yY DATE • , � A'ITEST � Call for all inspe ti ns 24 hours in advance. 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / FAX (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER ��r ��i r' i_�s-+ i.'� e7� f 1JtF I. Ui t�i-r1� i i uJN i��' '�u'F' ! I� '�44'i 4c=+`; 1 � 1 M�nnesota Department of Health Oivis�on of Environmentai Health 925 Deiaware Street Southeasi P_�_ 8ax 59040 Minneapolis, MN 55459a0a0 t� � � 627-5100 I ' I FACSIMILE COVER SHEET �;/�` DATE: � TO : I 4v � 1�4t/^r�iaC 3^+'► �t� PHONE : �`� �- � 2 ,3, O FsDDR.ES S : � {e � � �l�ko�'ri �� F� Na : �tW ? - `�2�� P C�o{ ��, Mr� y S3 `�Z ' I�1�`� � FRCIM: �� At.✓y�'l�. PHONE: ��' � � �'/I� � , PAX: t612)b27-5I35 1�?UMBER OF PAGES , INCLUDING THI S COVER �'HEE"i' : � I �T-IARSCS: �t�. t G�'�o� �G�'�tr �aa bE ry u _�,,,�— � �94�fn� � _ nl.,��ne L�t�•cn__ rt'L/4�s� �� ft►e �r..r L -�► � Fr� s f4 f, e,. . ; � . � IF TRANSMISSION IS INCOMPLETE OR ILLEGIBLE, � PL�SE CALL SENDE� ( SHOUvfiT AT " FROM" ABOVE ). , ; � ; s : � , f . � ; �;E 'v1 �' 1:�; �_ ��Jc t i1�i UI HLH�ii i�iH � �r '�UP I U '��4 r�c4S F'. �1c . � Minnesota C�epartrnent of Health 925 t3elaware Street Sautheast , P.O. Box 59040 Mir�neapofis, MN 55455-0040 ' {fi12} 627-5100 , Septea+ber �, 19Q4 � Boar�an � Associates 222, �torth Seco�d Street �ir�eap.ol is, F4i�►esota 554Q1 Genile�e�/�ad�es: Sub�eCt: pltuub�ng for Pt Lake Fire Station, Priar �.ake, S�ott County, Minnesota, P1 an �!Q - 950378 __ -- -- -- 4!e �ave revier+ed the plans a�d specifications far the above-designated praject. The foil�,aing coauae�ts pertain �o a�ditional infarmation and char►ges thaL are necessary before the paans and specif�cations will indicate that the plumbing is to be i Eistal l ed i r� aceardance wi th t�e !di nnesota Pl �anbi ng Cade : I. The dra�n branch serviz�g the six lavatories and twa drir�k�ng #�o��tains sha1� be a� least 2 h inc�es in size daw�strear� of the 1 avatories jn Roc�s i�os. II9 and 220. Provide a revised version of Riser Diagra� 4jHb indicat}ng this cha�ge. 2. Indic3te ar� Riser }?iagra� 4/M6 +�here the vents serving the fiixtures in Ro�� Nus. I19 and 120 extend through the roof. The vents were not shown cannecting to the car+tir�uaus vea� syste�. 3_ tiet-v��ticu� nf [he drinking fauntains in Room Na. 111 shall cor�ply with the p4innesota Plwaabi�g Cede, Minn. Rules, p. 4715.2580, subp. 2. The vertical drain shall be one pipe dia+�eter larger than the upper fixture drai�, but in no case sina� � er #.han tqe 1 o�rer f i xtt�re drai n, wh i chever i s ti�e I arger . 4, Usinc� a deveioped ler�gth of approximately 210 feet and ar� assumed p�essure ra�ge nf 4b to 60 psi, tk�e water supply pipes shauld be re-sized as fallows: a. it�e coid water braflc� serving the hose bib� in r.00� t�o. 131 sFtould be at �eas�. 3J� i�et►e� ie� s�ze. �. Ihe raw cold �ater distributio� branc� servir�g, the wa11 hycira�ts in Roc�a�s Nos. t03 and 1D7 s�wuld �ie at least I inch in size. c. Cannections to the fal�owing fixtures should be at least 3/4 inches in size: P-1, P-8, aa►d P-13. 5, Provide a detail ir�cticating that the flame�able waste trap is construc�ed �n acc+ard3nce �rit# tttie F9innesota Plumbing Code, Misin. Ruies, p. 4715.1i24. Canszru�tior► of th�e ir�ter�ceptor shall include: a. A aai�zc�uAa 35-cubic-foot F�olding capacity. � ; b. A �nia��ru� 3-faot depth below the invert af the� disc�rarge. � ; i ' , TDD: (612} 62"l-6d03 (Twin Cities) 1-800-627-3529,(�reater Minnesata) � An Equal Opportunity Employer i ��EP ;- i`�'±-� 1 �� i� � i i�t� i. uF t itH� I �; i�iH7Ei: :�Uf ' TU '�44�r'4c�i�; F' .�J_i � ' E3oar�a� � Associa�es -2- S�pter�ts�r 7, 1994 Pl ar� lio . 95t3318 c. A water se�l of twt less than 3 inches on the ihlet and no� less th�n 18 inct�s o�► the outlet. � d. A ve+�t rising vertically (45 degrees or �ore f�-c�rn the haritontaij fro�n the �essel extencting sepa�a�e�#y fran oth�r vents th"raugh the raof. it is recoaaws�d�d tl�a�t this be a�we�al l ic vent. e. Dr��r�s that discharge ir�to the jnterce�tor sha71 be the dry-pan-type, and be zt least 3 inches i� siZe. I 6. Speti fy the siake ar,d siociel of tl�e backfl aw prev�nter to be i nsta i 1 e� on the potable watet� car�nection to the irrigation system_ i 7. Specify tbe �ake, �aodel, and loca�ion flf the backflaw preventer to be ins�alied an the potab�e water conn�ctiQn to the pawer Kasher_ 8. Vet that the potable rtater con�ection to the fire protection syste� is protectecf acccrrdir�g to tt+e �A Manual, Section 6.3, 1966. 9. Provie#e detai�ed pla�s and a description of the washer/ex�ractors (Fixtures P-14 a�d P-15}. FE�e infor�eation should shaw the methad of draining the ' etjuipwent to the sanitary sewer as well as tf�e connection to t1�►�e potable water systew. 10_ Provide �tailed p7ar�s arEd a description of the truck ff11 apparatus. If a shut-off vaive is instailed on the discharge side of a vacuum breaker of the averl�ead ht�se coai�ecti�s, then the vacu�m breaker must be a pressure-�type vac� breaker �ich co�plies wi�h the l4innesota Plt�nbing Code, P4ir�r�. Rule�, p. 4715.2830. ll. Ali �d�er�g�our�d sectiaxas af sewer pipe �ocatea� wi�hin 1� tee� �� wa�er suppiy pipe shall be co�tstructed ir+ accordance with F�in�_ Rules, p. 4715.17i0, , s�. 2. 12. prov;sicc�s fvr su�ply�ng I80-degree Fahrenheit water to the three-coR►partment i sink sJ�auld b� s�own or► the plans, or provide for che�nica7 sanitizing. 13. 5t�ers or co�bTraatior+ sho�ers-baths shall be equ7pped wi�h antiscaid-type ' cor�trol va1v�'s. These valves swst be of the ther�astatic or pressure balance type �� accar�ance rrit� Akl.SI/ASSE Standard 101fi-79 '(see Ninn. Rules, p. 4115.13�0, subQ. 5). 14_ lierify tl�at t�he galvafl�ted steel to be used far tkoe� douaestic water service above-gre�d �eeis AR�SI �tax�dard B 36.1, 8 35.2, or B 36.20. i � � � '� ' i i � i � �� ;;L=1 1��: v�_ 1 �Jt_'r I. �JI FiLF-i` I f1 ixll-i7�� :=�iJ'r �J '��4�4�'4�i t �C1� a . � � I ; �3oars�a� 8� AS50Ciate5 -3- 52ptEr�ber 7, 1994 Pl ar� �iv _ 95D378 � �.�wies �� i�.aig �r�vet�5r� tt� a�ve ite� wi1; gsre t�s the ��fcr,^zat;�r �e ��e�! t� co�pl ete our p� an rev i ew. W�F►►�n sub+pi tt i ng addi ti onal � i nfarmat i on, p� ease re�er to Pla�n Ko. 95U378. � If yo� t�aYe a�+�r c�uestjoaros, l A ease __co_nta�t Scott A._Sawye�C a��l�/627-5163. Sincerely, � �� Brian A. t�aa�a, P.E. Public Nealth Engineer Sectior� o� Drinking Water Protec�tion B�ili : SAS : c rp ; i � � I i { ; � ; � , � � � , � � � , ; , � i �� I ; � I � , � � , I j � � � , I ; TriTai � aa S)1I SEK S PO 1 . � � �� ; � �Ce�� s�a�Cl�+cqr a,«� �C�►e�e � S�ce ! 95l F�X Trane�rni�eion Date: �_ � . Tin�es _�_ �_� Number ot Pa�ees _ .�_ (inetud��g Thie� Shee�t) B"us _ v._--- � -- � _ � � �_ � a ! � A °� �[M,2tit�Utti - — �� E �.�--- �'�` ! �- �2 �c. � � �� ` FA� iiium6►�r: - -- ------ - - -_—�--- �omment.s: _ �� _ ~` �L�_�.� -- 5M18LK'S Inc. 20� South lHaln Luned�le, �1�1i 55048 Phoee (307)7444•2583 1 �800-838-1131 FAX (607)744-SS11 S1IISEK' S P02 . • Minnesota Department of Health � 925 Uelaware Street Southeast P.O. k3ox 59040 ivllnneapolis, MN 55459-QQ40 {s�2� sz August 15, 1994 Smisek's Inc. 202 South Mtin Street P.O. Bax 182 Lonsd�le, Mlnnesat: 55b4G Gentle�n/Ladies: Sub�ect: Plumbing for The Wilds - Maintenance Buildiny, Priar Lake, Scott �QUntr. Minnesata�Pl�n__F�i.___95Q 44 lie are �nclosing a copy of our report covering an examinatlon of plans and specifications on the abo�e-designated pro�ect. Also enclosed is a copy of LiC i'2�'vi i ii��i �i iii5�n i i i i c�i.�QY t0 f`i@ fcrwar�gd �.`; �4c '�3Y::,j.�..`�. � O �::a�". P �°: of the identified plans and specifications is alsa being returned to you. It ��tu� pro j�rct +��r's r�.,�ns1 Di 1! ty to retai n t€�� rl a�� at the pro�ect lqcatiQn. It is the pluwbing car�tractor's responsibility to contact the Minnesata Depzrtwe�t af Health fvr inspectSons as discussed in the paragraphs in the r�port p�rtaining to inspecLions. If you have any questlons in regard to plumbing inspectlons piease ca11 Rager Foster at 612/62T-5134. If you have any questions in regard to the information contained in th�s report, ple�se contact aae at 612/627-5120. Sincerely, � � �� Lewis E. Anderson Public Health Engineer Sec:tion of Drinking Vater Protectian LEA:dal Enclosure tt: Pro�ect Owner Mr. Jzy Stherer, Plua�bing Inspector 7 DD: (612) 82 7- 6 003 {Twin C itids) 1-800-627-3529 (C3reate Minn �� _ . .... .... �. An Cn�inl �lnnnrF�inifi� Cmnlnirnr S1fI5EK' S P03 uA1NNESOTA DERARTIatENT QF HEALTH Divlsfon d Enuironrnertital Naelth REPOf� QN PW�I� PIIU'+t ar�d on plurnk�q: The Wf�ds - f►Aalntenance 6ulidinq, P�ir►r lalae, Scoft CouP+�y, Mint�est�, P1an No. 0284 Su�brt�ilted by� S�rr�elc� inc., 202 5a�th M+1ain Si�A9t, P.C3. B�c 1$2, it�ii9dalt6, �iiurB�C� ��t3� Ownw+�hip Ckta Exemkwd: /�ust � fl, � 9Aa Date Recehre�d- August �, � 994 ,� r .� y ' �..,:.��: `�� :,�� ??��i 4 � i� � � €� t#�i� �rt�' �� y f��_r �� t� � at tr� i�`i�R��i ��3L'�� 5 =�'r'�? � s �� •� �rarsi 'a�.i �� .� Z�?£ '�' �� "�,lJ� � �!'�C�' ? R�4� t� :�::�::� ��'::s �:SSF�:� z� ��:� � �:.?��i'!��'�-S ± � ��:�±'18x�1'1 � �!� �S �9�j L![XX! t�1£' �S�!��'��kX1 tl'11Ai L� (f➢� r�i � €�� c�, �r� _•`� ��.�� Q�I �Ul�� !�� 1� 0!�+4_r tn Erx►At� tF+e ��. i ir� �-_��-�-"�`� i�F €� �:�s r� �s�s�s 4sat�rB$ �3r+E� '� c�fi��arvi" C� �!!!!?r.?gn? r.u..se[ � tak�r+ bY �� (j��i. �iR�ii � ('i58�lf�i: idjs.�s; �iia�� `��•^^ C A� ��-�flfl[R 1�1Cy11�6[� Ifl [�$ �' ;��;i �i�►�. �:�4 :�:� �`� �: i�� ?_ '��:�� *h�t t!� ��r',�! �r� �n�slla�l�r? c►f i� �a±��Ne�c � h�CCddencg wi[t1 1,he p+Wisbr'►s d the Mkx�s� Plumbk►g Code. It is neoesseN thet ttw State h :.s:r� �=.�3 c�:`��;-�^: �� `s�'.- �*_!�±Y ^� Ll2e �um�,� �vstem to determine wf►eihen c �omp�les �� ur:.l�. °z-�.�..�.�''� � b� ..�*�.-�n �nr s�glying an �r te� at tl� time of the rou�lhir�-in inspec,�k�n as < n. r <-- _.. !�•a. Il.ilini rfF th,p rJyk_r,�,a,r, rw f Af1[t8f�1]f 8R L116 Ql�li�j ji'1 R�FYl. �"'RIIUmf� �1. +'i/ ��.L�i C7� �� a...xe�- .t �S u'�' tf3 �° �-=•`F ' ��, to ��y i� �ta�is �i�� i��. �n th� �ilurin,� unll h�,a riggrly fn� � tB�[ 31'1[� Ifl$¢BL."t�Or1. ��L . �I _ L f._ ... 1 � l��LI �r. M� �l M l lf �� 1� b � �lJ[I��11 �� i'! 7iuG�+ aw :: � j ::C"'�.- �ij 8�'`:aEi�:�-�: ; ir :'�" �: s'-fl�'1 l�9 i:� (�,.�. (#�inn. i�Fe�, �r �T i3.c.o��. stjaj�. Zj. �N�:'�.� r:3. =.•�S (AAlza?. °:��, F. �7!Y �<t20, su� 3). ��rx! M��nectlon o� �, i:�ii;�� :� E3�° ri:� � Y~�3 �i3t� HQ��h �e,i,'=?►I!^� !!�LICB[9$ Cn+T►[�iAnr.l� wkh the PIrJVl810ft8 Of � COd6- REGUIREYENT(S): i. 1 lew ��+� ��c•'�+� i� i�� tZ3�t"'.�� a�sts [r�iu n�usi !� �± nn!nim�r�t c�f � inches in size, � qW p��y�� gr�l be Ir�ed In t�oc-,c�R#u►ce� wlth the Mlnnesote Piurnbing Cade. 3. i►i�t�ri� ��, �:s� �ya�s; ��:' v�:n�ly �t€h tts� s�-�i��+Y set In tt� M�nnr��r�t�, Plumbing C.4de. .�. Z�re vw� '� �y� � bs u�!� ��+ ��=c�tda!x� w�ih �4inn R��I�s, p. �71b225(I. 5. The plurtlb�Q iysdeln Si'�Y ba t�ete� In S�co�'�n� wlth Mim. Ruies. P- 47t5.2820. 6. F'featk pi� rwJ� be inaialled in a��'►ce with M(nn. Rula�, Q. 4715.a580(F� and p. 4715.06U0. Fkxizar�l +� uf ��, w`� �t ��-�'='-�°�° �an[tot eaoce�e� �5 fp�t in to�! I h. v�irticai rvns of E�� p1a,e�ic vraw and r�ent pipe abore-9rsde maY o�Y exc.eed 35 feet in totai hei�tR h an appr�+ed T. ��d }o}o� c� Pv�C a�d cpv+� ryu,s� �ndude +�ae d a pr�mer wt�ich � ot corrtras�h� cdar �o me p� e�'d �'W� (eee irtinn. fiUlp�, P- 4715.0610, suhp. 2). 8. VM�tpr supplY � to ibaure� or equ�n which F�ve submerged ir�ts. or inleLa be+av the � tirr� af e� �xe or ec� m�er�t, s�l be P►wided with an apprwed v�cuum breal�r dew+ce or an aK � gr�inQerl'�flnt {�e w+iim. p. 4Tt5.20iO) 9- T�u+e�ded nazsls �duree sha11 De p�►{dad w�n �,ecuum bree�kers. �t,o��n tor �or�ranrilrn in acco+danc� with the apprax�d plans rr�y be witt�dt�rn � c�ns�nx:tlon is rx�t �er�c�n w� a p�iod af two yie4ra. The tad thac the p�ans hav�e been apprv�i d�as na nece�eeruy n,ewn tar ch�ng� will nat be mede at son� later tkne when cr►anged cundieiona, addhior�i infom'�a� a�ad'vancad kno�riedge rr�ake impna�em�,r►is nece��Y � ��(1� ��'' \5 Le�M� E• N'�sa► g� p�ir�dr►y 1A�ater Protec�tion 612/627� 120 � � ° /I�JR/,� 1`E�v�uc E' ��c D �p� ,� � ° f� p�`� C, ��, t '� T GvI�OS � a � ° PR�oR ��K� ,��. � � � ., 1� �G tt � � U �► � � �� Q � �,a, � � �"� �*��'� � R � � r � c� R A ' Ro► N 3� . c.o. '� f �P 5 ,�� . y +� �� ,�P 3 a " �. � � 3^ 3 yy J � � _ � f¢�� W L� .�/ti'�S � � N � � � �v $,� S�rt y� � . � �,. ; , � .�¢ � S p� �s + , c. � � o° � � a� F. 0, � � G �A�M� � ,. ARE�,� �� `` �� J�r�.�3r� ��.�-�� . , , . � � f �i�!-IF �- �i� �1177 .�' _ ' •. - ` {y_� ` �� t£.'.+1-t� �,•_�..r a{ Fr iT � ; e', � • �� .�'f� F� -- .. ', .�°S i� __ _ �`'� - � - "� O �- � sc�n r� s�: . �.a aox � sa to��, r� 5so�s r.� � a.d-� � SrfISEK' S P02 ------- —_--_. _�_ ____ _ _ . .__ �. __.__ _.�_ _ '' �oo� wood wooa �� - � ,� � � �; �.��bd a�vi�� .��v�bd I � ► I l �t�� Z}� 'f, �l�� ,;�r � r �`"B�Q 34t'f� „�' � ;i � � , ( i ❑� � �- { I i f `�.. / ( I : _ / `��' ! - - � - -- � � ' T . --------- - � .._ \ � �ti�� d �E ---- - ---------� � ❑� �' �,�� d Q N S _� i�'� � a � b � ��v� r � H y�,�� £ '"i�� - � _ � ��- � / � _ _ __ _ �� _ _ _ _ _ _-- __ _ _- - , - � _ _ • --- _ - - . ., __. _ __-� - - • � I � f .�,, � � I �, �i I, '- �§ — - �~ }� ?� � � i � � _ __ -___- - ---- "---------- d� �� i I : ri ,.� .�I� �" J '� _�_i I 1 � r:; �.� ,_____ � � r� p'a't+' c� �y;,:;.'}� P 7•,� '�BjT i �� . � �`�rr �.^ � :w�u;;k�. �1� ,r�;e� �"_ c.:r..`^a + v� "t °.; w�,. v F u -� — ✓-r � .,.r �:.. , . .. . ..�"' :, . .. . ,,.�'�.'.. \.kj'��' (�:'vif W.X . � . � � . . v.. „ , . . ., '.F `�. . � ' O F PRIp � � U , m White - Building Canary - Engineering Pink - Planning The Cen�er olihe Lake Coun�ry BUII.DING PERMIT APPLICATION DEPARTMENT CHECKLIST � . i � NAME OF APPLICANT �J��--<-e- -��! � �. � J ; APPLICATION RECEIVED 9�G / �� The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: l � 9 �/ �%'-.� '�' ,� �-- � Accepted �/ Accepted With Corrections Denied Reviewed By: �' ` 1��GG�P/IZ Date: g l� '�l�" Comments: ��'fflCi "The issuance or granting of a permit or approval of plans, specificatians 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." q ��y y PR/p U � / `�� c.� , rn �� White - Building Canary - Engineering Pink - Planning The Cen�er oflhe Lake Counlry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT � APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: Accepted Accepted With Corrections Denied `�/ Reviewed By: ��.J Date: / "�3 � �`7� Comments: ��- �� 5� �1� (,`��. (�sr r��C'i�✓CU� O�. � 7.1Q fi�-F� � l� .�i�� ,J�l f C,t.Y1 �.e �%P�GU iS f2�(/12'� �-�.� � ,� 1 �� -� I k�ul ��►u I►� �►�n vh t� ..��tn �� -� re,v �� csz �l-l� � � �� i) fr� c,� � �� vi � �ll ' � � �C.t, �O c �i lC� u.-�/C�l'L � t � s� l � �i �r�z , � ' �Ati'� � �.1.1,V�OC` �If � � , • � �• " (� r � ► � � UJ� lc� C1J� � c� �i��. � � � n �� S�C� �� - t� c� - l�c �c;�,�,..Q.�. ► I�� -� cU,� p�o s�� ) � "The issuance or granting of a permit or approval of plans, specificatians 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. - c I iy� � � � �vn1 i �,��e. ��1 �� C�(� 1<<c� . S�� c�� p l � �� a�-� cc�-� � � � � ' p �,�-( �n� --� C�,�k � �``r � .� � �n�� .., c iG>S�CR c� C��1� a�c.�c- I� (,,�? ► l � �O � ��'� � ►r�� c� �e � t S r fe , � PR, CITY OF PRIOR LAKE p +Q 1. White File � � r 2. Pink Ciry � � BUILDING PERMIT 3. Yellow Applicant " T TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT " Permit No. DIRECTIONS 1. DATE SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN 8/30/ 94 BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom) BUILDING INFORMATION 2. SITE ADDRESS • 11. SIZE OF STRUCTURE /`T 9 b ( �.1:� � � q , co r, 3. LEGAL DESC 12. NO. QF STORIES LOT I BLOCK PID �S -� 9 �� f� I TNE WILDSPUD 13.TYI,P'EOFCONSTRUCTION ADDITION YV OO D 2 X 6 � H� 4. OWNER (Name) (Address) (fel. No.) 14. FLOOR AREA APPORTIONMENT USE PRIOR �AKE�EVELOPMENT ZSOO WILDS PARKWAY 445-4455 5. A�iG}iJT� H B I S� HO � (Address) � No.) — �� VV �q L 6. B LDER ( me) (Address) (Tel. No.) 15. NUMBER OF OCCUPANTS OR SEATS r R I ED6ES URYWALL _ � OCCUPANTS � 7. TYPE OF WORK Firepiace p Septic p Heating p Piumbing p Reroofing p Porch p SEATS New Construction�X Alterations p Addition p Finish Attic p Residing p Finish Basement p 16, �STjj�A��ED VALUE Chimney p Misc. 4 U 8. PROP RTY AREA OR ACAES 9. PROPERTY DIMENSIONS 10. CULVERT SIZE 17. COMPLETION DATE S F�. �.16 A c R E W�d�, Depth Yes No 0 c T. 1 19 9 4 I hereby certity that I have furnished information on this application which is to the best of my knowledge true and correct. I also ceroty that I am the owner or authorized agent for the above mentioned property and that all construction wiil conform to all existing state and locai laws and wiil proceed in accordance with submitted plans. I am aware that the building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform n ded ' spections. X � Signature Ucense No. dte FOR ADMINISTRATIVE USE SETBACKS: Required MATERIAL FILED WITH APPLICATION Actual SOIL TESTS p ENERGY DATA Front Back Side Side ` PROPOSED GRADE FOUNDATION OFF STREET PARKING PILING LOGS p PERCOLATION TESTS p IN RELATION TO CURB OR CROWN PLANS & SPECS � SEfS OF STREET SPACES REQ. USE OF BUILDING SPACES ON PLAN SURVEY p COPIES PERMIT VAI.UATION PLOT PLAN O TYPE OF CONSTRUCTION: I II III IV V CiTy: Amount Brought Forward .................. 3 Occupancy Group A B E I H R M Park Support Fee ........................... $ Division 1 2 3 4 SAC ......................................... $ Permit Fee ................................... $ Collective Street Fee ....................... $ Plan Checkin Fee g Sewer Tap ................................... $ g......................... License Check Fee ......................... $ State Surcharge ............................. S Pressure Reducer $ Penalty....................................... $ Meter Hom ................................... $ Septic System ............................... 3 Water Meter ................................. � Check if O Sewer & Water Connection Fee ........... $ Other......................................... $ DeferredO Water Tower Fee ........................... $ Subtotal ............................... $ Water Tap ................................... $ This AplicaUon Becomes Your Building Permit When Approved. Builder's Deposit ............................ $ ByDate Other ......................................... $ Certificate of Occupancy Total Oue .............................. $ Paid Receipt No. Issued Date By This is to certify that the request in the above application and accompanying documents is in accordance with the Ciry Zoning Ordinance and may proceed as requested. This documem when signed By the City Planner constitutes a temporary Certficate of Zoning compliance and albws construction to commence. Before occupancy, a Certificate of Occupancy must be issued. Ciry Planner Date Special Conditions if any 24 Hour notice for all inspections 447-4230 9:00 a.m. • 10:00 a.m. / '!:��ltj( \ / , ^ ''`•'``•t.,,•1,f.•''`.♦.',', / 1 • . I � i" " ' ��_ � ' �!iii'i�i�i':�•i • ••.•:•:•.:�•��••�••:�� l / � i �,•..,.,.,., . . . I :,1, c � : � : '�� • '��; ; � : � : � : � : �� ''. / � ;•�+;��• O ( / / �/•,:Y I�''� � /� � � / • ',!' j' v� t • �.�.�..'1 �, V1 � i , � v r'/t :I .t . .',, �,, � '�.. � � � i / / — �, /.,�/,• j v �� ' 1066 ;' , i / � � . / � _. ' �� . 1060 �' � -� `vl o / � �� I 0 5 4-- j �O ,`' I � • N ; 'Tl � � � • � � ,� W F � � o : � �� • I r Q i �9 + � Z •O � o � o •S � o . � . � c,,�,D � —' . �_� 3fJ0°/ ,q t0 � : , % _ �'- m _/. ,_ rn ; ., . : - - _ ,_� - , �. i � ' � 8, ; ,-'� -_ l � /� �Y '�! � � �� ,�----�— 1052�' �' `1050 � • � _ _ ,,�, —_- .__ _.__ – ,. . , - - � __ �—�" - - ��/ . _ o � : . _� - ...__ � p • • i __r " � y ,• • � * � • SCALE t• o yp� * PIONELR �- - ' � . . - . � � �� " "�C""`�.y�. Dat• PROJECT FlGURE� �ic*� ,.;,,,..,,:,,:.�.,�„ " '"''"""""'-'"' �.,� .e THE WILDS MAINTENENCE BUILDING 'SITE PLAN I ' . �1.... .. . , .,I. � . � Ilx+ - . . .��r �%�� - 3 _7�,� . o � pR � � �. y v � .�� ,1�� .`. .V H: ti ll City of Prior Lake 4629 Dakota Street S.E. Prior Lake, MN 55372 (612)447-4230 SITE PLAN APPLICATION CHECKLIST FOR: COMI��RCIAL, INDUSTRIAL, INSTITUTIONAL, PUBLIC, AND SEMI-PUBLIC DEVELOPMENTS ��`�`�`�` APPLICATION AND FEE WILL BE ACCEPTED ONLY IF ALL OF THE REQUIRED MATERIALS LISTED BELOW ARE SUBMITTED. , DATE: � �3 " � FILE NUMBER: CHECKED BY: � ��''� TEN (10) ASSEMBLED SETS (24" x 36") OF EACH OF THE FOLLOWING: _� 1.) ACCURATE CERTIFIED SURVEY (showing �� j conditions on the site, _^*�,;^ �n' ^F��,o �, and the Legal Description). _� 2.) DETAILED SITE PLAN (based on current certified survey). � 3.) GRADING AND DRAINAGE PLAN (including storm water runoff calculations and a map produced by a Professional Engineer; erosion / control plans using MPCA's, Best Management Practices standards). a� 4.) UTILITY PLAN (including proposed sewer, watermain, storm sewer lines, and profiles of the utilities larger than 4" in diameter, produced by a Professional Engineer). ✓ 5.) LANDSCAPE PLAN (can be on combined sheets, produced by a Landscape Architect). � � 6.) SIGN PLAN (can be on combined sheets). 7.) FIRE PROTECTION PLAN (showing fire lanes, hydrants, post indicator valves, and siamese connections which may be shown on the Site or U�ility Plan). 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPUJYER • 8.) BUILDING PLANS (exterior wall elevations and floor layout). �D( c-LQSL�� (�rL�.1, �I�c�s � fi'Ufi rn}r,'�ifi� �� i�, l�� C �k-� � I't �,i.� 4� 1.-- � � e� rr � 1" i� - 9.) TRASH ENCLOSUR� (provisions can be on combined sheets). � 10.) LUMINA.R,E PLAN (of all outside and building exterior ]ighting which may be on combined sheets). 11.) ONE LEGIBLE AND REPRODUCIBLE WRITTEN NAR,RATIVE (describing the proposal and variances requested). 12.) A COMPLETE APPLICATION FORM SIGNED BY THE PROPERTY FEE OWNER (S). 13.) APPLICATION FEE PER CURRENT CITY OF PRIOR LAKE FEE SCHEDULE. A�DITIONAL INFOR.MATION NEEDED IF IT APPLIES• 14.) ONE ADDITIONAL SET OF PLANS REQUIRED IF THE PROPOSAL ABUTS OR ACCESSES A COUNTY ROAD. 15.) ONE ADDITIONAL SET OF PLANS REQUIRED IF THE PROPOSAL ABUTS OR ACCESSES A STATE HIGHWAY. REQUIRED SUBMITTALS FOR THE PLANNING COMMISSION WHICH MAY BE SUBMITTED AFTER THE DEVELOPMENT REVIEW COMMITTEE'S APPROVAL: 1.) SITE PLAN 2.) LANDSCAPE PLAN 3.) BUILDING EXTERIOR ELEVATIONS 4.) LUMINARE PLAN 5J WRITTEN NARR.ATIVE 6.) 15 COMPLETE SETS OF THE ABOVE DATA (1-5) IN SIZE 11" x 17" OR LARGER, A�SSEMBLED AND FOLDED TO 8.5" x 11." 7.) ONE COMPLETE SET OF THE ABOVE DATA (1-4) IN SIZE 8.5" x 11", CLEAR AND LEGIBLE TRANSPAR,ENCIES. THE FOLLOWING ITEMS WILL NEED TO BE SUBMIT'I'ED IN ADDITION TO THE ABOVE WHEN REQUESTING PUBLIC FINANCIAL ASSISTANCE: � 8.) A SHORT NAR,RATIVE ON THE GROWTH EXPANSION NEEDS OF THE BUSINESS. 9.) A SHORT NARRATIVE ON THE COMPANY'S MARKET AND TRENDS IN THE INDUSTRY. 10.) THREE (3) YEARS OF HISTORICAL DATA INCLUDING P&L STATEMENT AND BALANCE SHEETS. 11.) CuRRENT INTERIM FINANCIAL STATENir:NT. 12.) PERFORMANCE FINANCIAL DATA FOR THE TWO (2) PREVIOUS YEARS. 13.) ESTIMATED COSTS FOR THE PROPOSED BUILDING, EQUIPMENT, MARKETING, AND WORKING CAPITAL NEEDS. 14.) TOTAL NUMBER OF JOBS CURRENTLY, AND THE PROJECTED JOBS WITHIN TWO (2) YEARS. 15.) BUSINESS/MAR,KETING PLANS IF AVAILABLE. �"�'�'�'� ALL FINANCIAL DATA WILL BE TREATED IN A PR,OPRIETARY AND CONFIDENTIAL MANNER, AND WILL NOT BE RELEASED TO ANYONE WITHOUT YOUR PRIOR APPROVAL. Applications will be reviewed by the Development Review Committee. A member of the Planning Staff will notify the Applicant as to any additional information or modifications needed. Site Plans, which are non-residential, and have no variance or other possible applic r ui�ed� administrati�ely approved. Site Plans requiring a var�ance o�her possible applications will be scheduled for a Planning Commission Public Hearing when it has been aerifaed that the application is complete. Items will be scheduled before the City Council, by the City Manager, upon Planning Commission Recommendation. ***** PLEASE REFER TO THE ATTACHED TIMELINE AND FLOW CHART FOR THE VARIOUS DEADLINES. Approved and adopted by the Prior Lake Development Fteview Committee on September 2, 1993. SPAC ' 'DRFTJOW' DRC TYPICAL DEVELOPMENT FRAMEWORK DEVELOPER SUBMITS DAY 1 CONCEPT PLAN (optional) (O tional DRC REVIEWS � DAY 13 CONCEPT PLAN (optional) (13 days after Frida deadline) DEVELOPER SUBMITS DAY 1 APPLICATION FOR (required) PRELIMINARY PLAT STAFF DETERMINES DAY 8 COMPLETENESS OF 120 day (minimum) APPLICATION FOR review period PRELIMINARY PLAT starts (1 week after Frida deadline DRC FORMALLY DAY 28 REVIEWS (minimum APPLICATION FOR 20 days) PRELIMINARY PLAT (27 days after Frida deadline PLANNING COMMISSION DAY 68 HEARING DATE ON (maximum) PRELIMINARY PLAT ithin 60 da s) CITY COUNCIL DAY 128 HEARING DATE ON (maximum) PRELIMINARY PLAT ithin 120 da s) DEVELOPER SUBMITS DAY 1 FINAL PLAT MATERIALS (Within 365 days of City Council approval & 21 days before staff agenda re rts due) STAFF AGENDA DAY 22 REPORTS ON FINAL PLAT DUE (5 days before City Council meeting) CITY COUNCIL DAY 27 HEARING DATE ON FINAL PLAT APPROVAL Approved and adopted by the Prior Lal:e Development Review Committee on August 12, 1993 1994 DEVELOPMENT REVIEW COMMITTEE DATES AND DEADLINES FOR PRELIMINARY PLAT APPROVAL CONGEPT PLAN APPROVAL PREL.IMINARY PL.AT APPROVAL CONCEPT DRC STAFF DETERMINES DRC PLAN MEETING COMPLETENESS OF MEETING DEADLINE: DATE: APPLICATION BY: DAT'E: Feb 11 Feb 24 Maz 4 Mar 24 Feb 18 Mar 3 Mar 11 Mar 31 Feb 25 Mar 10 Mar 18 Apr 7 Mar 4 Mar 17 Mar 25 Apr 14 Maz 11 Mar 24 Apr 1 Apr 21 Mar 18 Mar 31 Apr 8 Apr 28 Mar 25 Apr 7 Apr 15 �Y 5 Apr 1 Apr 14 Apr 22 May 12 Apr 8 Apr 21 Apr 29 May 19 Apr 15 Apr 28 May 6 May 26 Apr 22 May 5 May 13 Jun 2 Apr 29 May 12 May 20 Jun 9 May 6 May 19 May 27 Jun 16 May 13 May 26 Jun 3 Jun 23 May 20 Jun 2 Jun 10 Jun 30 May 27 Jun 9 Jun 17 Jul 7 Jun 3 Jun 16 Jun 24 Jul 14 Jun 10 Jun 23 Jul 1 Ju121 Jun 17 Jun 30 Jul 8 Ju128 Jun 24 Jul 7 Jul 15 Aug 4 Jul 1 Jul 14 Ja122 Aug I1 Jul 8 Ju121 Ju129 Aag 18 Jul 15 Ju128 Aug 5 Aug 25 Ju122 Aug 4 Aug 12 Sep 1 Ju129 Aug 11 Aug 19 Sep 8 Aug 5 Aug 18 Aug 26 Sep 15 Aug 12 Aug 25 Sep 2 Sep 22 Aug 19 Sep 1 Sep 9 Sep 29 Aug 26 Sep 8 Sep 16 Oct 6 Sep 2 Sep 15 Sep 23 Oct 13 Sep 9 Sep 22 Sep 30 Oct 20 Sep 16 Sep 29 Oct 7 Oct 27 Sep 23 Oct 6 Oct 14 Nov 3 Sep 30 Oct 13 Oct 21 Nov 10 Oct 7 Oct 20 Oct 28 Nov 17 Oct 14 Oct 27 Nov 4 Nov 24 Oct 21 Nov 3 Nov 11 Dec 1 Oct 28 Nov 10 Nov 18 �� g Nov 4 Nov 17 Nov 25 Dec 15 Nov 11 Nov 24 Dec 2 De� 22 Nov 18 Dec 1 Dec 9 Dec 29 Nov 25 Dec 8 Dec 16 Jan 5 Dec 2 Dec 15 Dec 23 Jan 12 Dec 9 Dec 22 Dec 30 Jan 19 Dec 16 Dec 29 Jan 6 Jan 26 Dec 23 Jan 5 Jan 13 Feb 3 Dec 30 Jan 12 Jan 20 Feb 10 Approved and adopted by the Prior Lake Development Review Committee on August 12, 1993 N�""IFICATZON F4RM FQR STC .G� OF' C�'� Q��( �'LA�VIMABLE, CU�$USTTBLE OR OT'�IER HAZARDOUS MAT�RTALS Nam� ot 4ccupant/Business; PRIOR LAKE DEVELOPMENT L.P. C�0 WILDS GOLF CLUB Proj�ct Addresg ZSOO WILDS PARKWAY MN 55372 Street City State zip Code GREG CHRISTIAN� TIM WERNER Contact pezson: 445-4455 894-6682 - Telephone: Bueiness: F?ocqe; 1_ Inr�icate on ydur floor plan the 5torage area for all hazardous pzod�cts and wastes, includi.z�g flammables and combustibles. 2. L�.st below those hazardous pXVducta arld wastes that you wi1,1 ha've Sn storage. Attach a Material Safe�v pata Sheet (MSDS) foX each listing. ClasBification Typs o� Product pr Wa9te (C1d69 I, II, III, etC.) Volume 1.LACQUER BASED PAINT �O GAL �•PAINT THINNER 3 GA� �•NAFTA �SOLVENT) PARTS WASHER �O GAL 4 •�OTOR �IL �WASTE) 30 Ga� . �-MOTOR OIL �NEW) 3O GAL 6 -GASOLINE �OUTSIDE PUMP ABOVE ROUND) ZSOGAL �•DIESEL FUEL �OUTSIDE PUMP ABO E GROUND) ZSOGAL �•ANTIFREEZE 3O GAL 9. Completed by: Signature Name (Type or Print) J G--� TIM WERNER Ti�1e BU INE M NAGER Data g/16/94 Addres ZSOO WILDS PARKWAY T�'-ePh°�e 445-4455 Please return this form to the Suil.ding inspactor with MSDS'6. The Suilding Inspector should mail a copy of the form to: 5cott County �nvirorun�z�tal Health 428 Holmes St s Shakopee MN 55379 �-��-�� • ' c S L�� ttJ t c� ✓� '�j v,�x�� c�a�s C�r.r��v� 6-i tc� �� r�- ` Lc�.tc c. � � si �s�vo c_ vice�,v 2Spa � � / al Z1fr7 K S wP ,y i S[�WNlsyt �� j�vd�ouG �� o�c�, :a � ;, -- _ �� 1 �tCldCs� - ; f'1�-LC. Ar �n ; % �-oN�O�T _ �ltif�t9�>�0 U - _ : � C��y 7s a � _ , ,, �2oa�c.as 5 ; , u rtr�vr� ��...� �c _� _ ;i __� �w�c��U ca�oKS — �i�L /Ma _ t�t/ 7G�.S� ---- -- __ f� � p� S - ---- - �r��s�/ D�a, c� _ � � �,. � �N n 08f18/94 10:37 6125449037 AMBERKER INC PAGE 01 Karges artd Assacrates '� Consul�'ir�g �r�g�ne�rs 3317 Er�sign A�+�nue �Vorth Minnea�olis, Mirt�esota 554Z1 tM1wr II?�S/4-b9I FilXt illtiflPf4't7 efoiY. �aw�r il]-t�f-81.'fl Date: ?,usfu�t 18. 1994 FaX Number: 445-6320 Attention: _..,_�}.m Warner C�mpany: Fram: �..�.},�,� Karae� Number af pages (Including this cover eh�et}: 3 oriqinal wi.�l. €ol.low in the mail? Yes �xx _No Messag C A cQmnle e�ieaig��f �he �,umb�r�a and HVJ�,C wot�tld � f � - I --_ � --�. t _ VV! 1V! JY 1c�.Jf G1G:JYYJVJ( HI�IDCI'[t�CK 11V1• """' ��' ��' .� ' _ _ ____________________________'_______________________'______"_'______________ �____' _ 08/18/94 10:37 6125 �37 AMBERKER I�' PAGE 02 �.e� 4�' i a r �. �, i s-a x �-o .� ,� . f � ,� �`� � � � �. � ;'--- > . � . , 24 4 , 11 �. � j M � C��F(�E ° LUNCH s-o s_� ;� � °__� .-> � � �� Q � �f , G �„�' � ,�- �-a x -$ �-a �_� �°' , : 4 C��Fl�� ! _ � � � _. , �_-, r � � �� — a � "v I . �� MENS' 3-o X -s �_ s_8 � � �'�� M CV --- _. ._ Q� � � �� L V��f� �� " �{ �� ,�t �� `'� �� t��' � � �� ,�� '��+� ,� � �� s-o x s EL.EC �..� � � � � � 3-o x s-s � � �� ' I � '; i � �� : ;r-�__ � _ � ' � l r � 4. � ,�\ �. ' SH(�P � � � �� , , , , P . Q13 � � _� j � ��' � x�•8 ,i x 6_� r �`�� f � �� , -.. � � i --�.__ 3-4 x 6 �� -b x �-6 o , o� � � �i ° . (�'J�� `__� ��i�� . � , � � �-- � 6�-� X �$ 3-0 x 6-8 . s-p x 6�g �ti ��a� � � �'' 2 ,�� , _ � � �°�� 2 , - � PAIN`� �RlNa R��M R�t�M �� .. � F�QC�M �us�-�� p �� , . �l, �� ---�` — '� -. i I � ; Mwcc sx Service Availability Charge (SAC) Commercial Detail � PROJECT . � New Building Only � Alteration ( change in use ) [] Addition � Demolition with New Use � Demolition Declaration Only ( Attach to Form MWCC 92A ) ( Attach to Form MWCC 92D ) NEW USE : Fill`out followin `section : Proposed Occupant Type of Business PRIOR LAKE DEVELUPMIIdT L.P. GOLF COIIRSE MAINT CE BLDG. Site Address 14998 WILDS PARKWAY Building Permit No. Date Issued Total Square Footage 94 CALCULATION OF SAC CHARGES : SAC UNITS Use Quanti Retail sq.ft. @ 3000 sq.ft. Per SAC = Office Office 360 sq.ft. @ 2400 sq.ft. Per SAC = . 15 Warehouse Shop � Cold Storage 6, 900 sq.ft. @ 7000 sq.ft. Per SAC = . 99 Other Mens � Womens Lockers — 24 Lockers divided by 14 = — 1.71 1.71 — Deterr+�ination Made by : Gary Staber Date : 8/15/94 TOTAL CHARGES = 2 .85 �n units) PREVIOUS USE : " Filf out followin section > Previous Occupant Type of Business ! Site Address Demolition Permit No. Oemolition Date Total Square Footage CALCULATION OF SAC CREDITS : Was previous use in existence prior to 1973 ? � yes � no SAC UNITS If no, Original Building Permit No. Date Issued Actual SAC paid for space invofved: (choose one) Q Entire Building � Portion of Building = Additional SAC paid for space involved: Bldg. Permit No(s) Date(s) _ TOTAL CREDITS = (_� If yes, Use Quanti �n units) 1973 Retail sq.ft. @ 3000 sq.ft. Per SAC = 1973 Office sq.ft. @ 2400 sq.ft. Per SAC = 1973 Warehouse sq.ft. @ 7000 sq.ft. Per SAC = Other — Actual SAC paid after 1973 : Bldg. Permit No(s) Date(s) _ Determination Made by : Date : TOTA� CRE��TS =(_� (in units) For above section s`show source of SAC`determination. NET SAC UNITS = 3.0 ( 0.5 rounds up to whole number in un If a determination for this location was made by MWCC, If NET SAC UNITS is a CREDIT BALANCE, please please reference date of letter or attach copy. indicate how many will be reserved as... Site—specific units of credit (Form 92RCR) NOTE : Determinations based on phone or taken as... conversations are only estimates. City—wide units of credit (Form 92A). � Minnesota D_,�artment of Health - 925 Delaware Street Southeast P.O. Box 59040 Minneapolis, MN 55459�0040 (612) 627-5100 August 15, 1994 Smisek's Inc. 202 South Main Street P.O. Box 182 - L�rosc�ale, i�inn�s��a 55u�o Gentlemen/Ladies: Subject: Plumbing for The Wilds - Maintenance Building, Prior Lake, Scott Countv. Minnesota. Plan No. 950294 We are enclosing a copy of our report covering an examination of plans and specifications on the above-designated project. Also enclosed is a copy of the report and transmittal letter to be forwarded to the project owner. A set of the identified plans and specifications is also being returned to you. It is the project owner's responsibility to retain the plans at the project location. It is the plumbing contractor's responsibility to contact the Minnesota Department of Health for inspections as discussed in the paragraphs in the report pertaining to inspections. If you have any questions in regard to plumbing inspections, please call Roger Foster at 612/627-5134. If you have any questions in regard to the information contained in this report, please contact me at 612/627-5120. S��c�r21Y, � , `� �S 'C u•l�`_ Lewis E. Anderson Public Health Engineer Section of Drinking Water Protection LEA:dal Enclosure cc: Project Owner Mr. Jay Scherer, Plumbing Inspector✓ TDD: (612) 627-6003 ( Twin C ities) 1-800-627-3529 (Greater Minnesot An Equal Opportunity Emptoyer ' ,, , MINNESOTA DEPARTMENT OF HEALTH DNision of Environmental Health� . REPORT ON PLANS Plans and specifications on plumbing: The Wilds - Maintenance Building, Prior Lake, Scott County, Minnesota, Plan No. 950294 Submitted by: Smisek�s Inc., 202 South Main Street, P.O. Booc 182, Lonsdale, Minnesota 55046 Ownership: Date Examined: August 10, 1994 Date ReceMed: August 1, 1994 SCOPE: This examinatlon is limited to the design of this particular proJect only insofar as the pravisions of the Minnesota Piumbing Code, as amended, apply, and does not caver the water supply or sewerage system to which this plumbing system is connected. The examination of plans is based upon the supposition that the data on which the deslgn is based are correct, 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. Approwal is coMingent upon satisfactory dispo��tion of arry requirements included in this report. INSPELi iUNS: Special care should be taken to insure that ti�e material ancl installation of the plumbing system are in accorcfance with the prarisions of the Minnesota Plumbing Code. It is necessary that the State Health Department make roughing-in and final inspections of the plumbing system to determine whether it complies with the code. Provisions should be made for applying an air test at the time of the roughing-in inspection as outlined in Minn. Rules, p. 4715.2820, of the code. It is the responsibility of the awner, or contractor, as the o�wner's agent, to not'rfy the State Health Department when the installation will be ready for a test and inspection. No acceptance of the plumbing installation can be given until inspection and testing of the roughing-in work (Minn. Rules, p. 4715.2820, subp. 2), finished piumbi�g (Minn. Rules, p. 4715.2820, subp. 3), and inspection of the completed installation by a representative of the State Health Department indicates compliance with the provisions of the code. RE�UIREMENT(S): 1. The area drains discharging to the flammabie waste trap must be a minimum of 3 inches in size. 2. All plumbing shall be installed in accortiance with the Minnesota Plumbing Code. 3. Materials used for the plumbing system shall comply with the standards set in the Minnesota Plumbing Code. 4. The water piping system shall be disinfected in accorciance with Minn. Rules, p. 4715.2250. 5. The plumbing system shall be tested in accordance with Minn. Rules, p. 4715.2820. 6. Plastic pipe must be installed in accordance with Minn. Rules, p. 4715.0580(� and p. 4715.0600. Horizontal runs of plastic waste and veM pipe abave-grade cannot exceed 35 feet in total length. Verticai runs of plastic waste and v�ent pipe abave-grade may only exceed 35 feet in total height with an apprared expansion J'oint. 7. Solvent weld joints in PVC and CPVC pipe must include use of a primer which is of contrasting color to the pipe and cemeM (see Minn. Rules, p. 4715.0810, subp. 2). E. ::�ta� ��;�r �c:,r�..�:io��:� tv f�ur�s c, ��ipmer. ::hB•�h l:�.e s�br:��+ �••��L., Q• 'sh!�t� �!� th� �p�ll line pf the foctur�e or equi p ment, shall be pro�vided with an apprrnred vacuum breaker device or an air gap arrangement (see Minn. Rules, p. 4715.2010). 9. Threaded nozzle fixtures shall be prowided with vacuum breakers. Authorization for construction in accordance with the apprnved plans may be withdrawn ff construction is not undertaken v�ithin a period � 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, add�ional i�ormation, or advanced knawledge make impravements necessary. PP��: � 1 �s c.�- Lewis E. Anderson Public Heatth Engineer Section of D�inking 1Mater Protectlon s�2/s2�-si2o 08-16-1994 �9�22AM Walsh Bishop �ssociates P.01 : �'� �'"� _� ; ; i � , . ; :. . , . � � : � � WALSH B(SHOP ASSO�fAT�S, tNC. . ` ' ; . ; . � . ; 920 S�CONO AVENUE SOUTH : ; � �. : . � � � � . � : MfNNEAPOUS, MN: 55402 �. f . � � � . . : � � PHONE (fi i 2)� 338�-$799 i : { : � � ; FAX (612) 337-578$ � � . . f i . : - , i.. • � �� . ;.� � � . : � ; E�1X TE�NSMi`f'TiAL: , j . ; . � . � . , � . . . � ; �'cv� i.,r � e�� ' � I:;l;� ' . : -rQ:. � . . . : ��owt: �� . � � . , . . ; } . . : �� a� � aAT� �� `�� . . . . � � �; �. . ° .� � . ��1� � lD3�� _ PRO.i�cz: �� '� �A 1� : '� : �"C , Q• . : . - � ' .. �. � ��s:� ; . : � � . ; :. , .. � � . . � : {ir�ctud'icig this pac�e? ' . . . ! . i � �. � � � , ; � ; � � �. i � ' - , � VI��:Af�E 5��101�1G YOU:. ; . � r �° ! . ' . E t :� S�i pi ide�wi�gsj O; Specifications ' , � �'` � ` _ i ; - . � : � ;. � .. �PJans ! O ; Copy of letter : � � ° j '� : : � : : C.� Cf�at�e Order ; � ° Other: ; � . . � � . �� :� : ,�� . �. � . ; }; . ; ; ; � � T�iLSE�,�R� TI�ANSMI�D AS: CM�ClC�D B�LOW: ' . �� + :' � ; � � C� , .; , Fo� a�p�oval: j �`No excepLion taken ❑ fie�Ubt7nit �. �' . . � . � ,,. I i: ;- . ; � ��of �rfour use � O; Make Correctioru O Submcit� � f ' , � As'ceiquestecJ �, Rejected �o� �eview and comm±e Y j , , � -� � . � � E�eE�F� O Other � � ,: ' 1 I RE1v1,4RtC5: i � 1 `. - � ' � ; , t i , � : ' � ' � � � •, 1 � � � �; , � , �� ; � � � � � � ' � � _ !� �; � Please cait �f you do not receive �fl pages. � � ' ! + � � i � , , ' ' ' ', �� '� � �.ig S�� t o.i. �;°:� ��'�� ' �oN ''�`� "��'�� •�rtr�� o�� ,o� �'��d� ��h , � �'� � br� +�! � ,, , ' � I �+• s�� a�+g : �� -zl� M ��y �� . -�-�d..�.s � .. . �. . . ... _ __._ --- - - _ _� _. _-_�_.------ V.. �_ _... _ _ _ _- -- ------ ._. . .. ....._.._. . . .._. ... �.�_ . .. . .: .- -:..:�� _ . ...- -.--_::.--..___ :- .:.:-.:_.-._-- -- -- _ -- -- _ .. �-- -- _ . �- -- � . _ . .. . .. _ .. � :.. . _. �t tza�. � `� �3�Df .�_ _. .._..._ . - - --- -- y ,. . . _. . . . . . - - ----- - - ----- - --- - � � �` � 3�f�41 ��707. _ {�{�� 9 0 �•�� "�,1J�, ��o ...�., _ . � ., ;�: ,� . _ �. `Z� ��d ---�� , � ; ��o�. �,�� ,.. � ��M = : . . . .: . ... _ _ . . . . .�� :. ... � ��, �� _ � � �-° � �� z � ,, � . .� 3 ;' � ..��.; _ _ . ..._. ... ._. . _ .. ... . ... . ... . _.. .._. . ... _ . ... .... ... . ... . . � �7�� . ,�,�� .. . . � _ � . .. . . . .. . . , � � . . -, _ _ . . . _.. _ . . . _... . ............ .... . ._.. � _. .. .. . .... . _ . � _ . . ... . ............ ... __.._ ... _ _. .... _._......... .._.__.._ . .. ............_ _ _. . . ________.. ,. _ . . _ .. _-�---...__ - - - --- .. ....__ ._.. -_- � . .. _..V.. _-....._. _...--- _ � _. �.�_.__.�. _. .... .. _ ... . . . � . ' y,� ��,.. ��,� . . . .., . �. .. .tI �r* ..�„ � a .,.. ._ ... _ _... . _ . ��e .-�. f;. .. ;•}?'..?..� :n-r_..'•s.� � . . . J _ _ '- —. . ... ._.��_—_.._._.�_.�...�___._.___....�._.---'----- y — - —'— — ___ _......_._. —•—.—'-- ............. ._.... ..... _... _....... _.._.. .. .. .. , -_ ..__ _ .._,�.,,�.�..�:_ � �_�_ . �o � � .1�� _ � �`�`� � � �.�d __ _.______...___�_.. �. _ � _ , _ _ ... __ .. . . , . .. ..Z-��.-�. 1� 1�� ` �� --.._ ... . . - �---_ __.. ___ _ _. ......_ _--__ _. ...._ _.�..�. : , _ _.. ��'� ,C��i �r..�� '7�t�.�.'�3� _ _- , . _ � . ,, . � + v � _ �� _ ' ' �. � , J. . . ,,. � r`/ . •. ' i . � ; � � I F � . � � � � y. . f i ; �; �_ i ' i � � �. � � ' ! f `"'. � ; ` 1 � � ' ! ' � � i .; � � � � , . ; � . I ' j � � . r�i � �I ° E ��i � ; ; : i �� ; i ; ; �l .�;�; ;� �! � � . '�' � � �� . ;' i ; . i : . q , a i� � �� : : �� • �� k� � , �! ' .. Q� . ; ; kl • � ; ' �� ' . i f� . � � �� i ! . � � � . �:.� :: �I �;'� � : :; : . � � �� '` � � � � � �� ` . �� . :� � �a , ;i . :� • C � : . �i : ; ;; , • vj '� I . . ; � �:rl � �i ' �i �s I' ' � '� ' �� ;� . I""' p . i I i ! ,. � C?7 1 t �� I �I ;� . wf � � � I ' 1 � �i �j � , - �� f � � � j ;i ; . . . �i • . �j � � ! � i � � . . - . . ..,..�.�.�.— . ; . . �' i ; ��""'"... ... . - . . �' . O1 i. i I = — A . . • i � . : � ` :I ��.a � • � �� i . � '•� � : � � � �3 , j �° i V�� . � � � � . � . ; . �; . ' � i .�' : ,,,, . : l . i i I . � � � � , �i � � • • . . �i . , ,� i � � � . � � � J ;� � � , . '; . � �; � � .�;� I • �— �: . � �f . , .,,, , . . : i � � . ' , ..:., { ;i � . Q .i : , r'; ' _ ; � � . .-�' ' : �� : � � I ; , � , : � 4$�� MIN � �; _ � l �, . , I� � 1 j ;' � � i i j ' ,' , : �`i� � •; ; � , , ' �� I � . , � ,. , ` ' ; . :, , i � , ; � ; : �� ;a;l � � : �� cr�•� sazpt�ossH dousTQ usrpM 1,.1Hb��F,� r��L–qT–�C� . . . ' �11+ �Wl�:li'� . . � � �� `� �s•tsli��i,��:..�_.:___ ... ....: .. ..:. : : .;. ..:_ . _.�.-:--::-.- - ...:....:.._:_:_. ..:. . - _....... _. :... 1�.�� -1:� , _ i�:j.��►��.«.tu,�...s��s:�u.�,�.;.1_l��_�.�,.__� � . . . __._. .__ . . . � --� - - = -- -- -----= ---- ------ ..._ ..... . .- -- . . .. .... .... ... . .._. ... .... _ . . . .... .. _ .. .. ._ . . . ... r ,. ..u�.RTTCAL GRII$ 'B�St o .___.. _... _ _... . ._.. .._... ._..---._.._...---.. .._.. .. __ _--�-------- ---•---..... �.. ..__ .. _..._.. .... .._ _ : .. ..__._..__.�. _... :�.. .. �._ . �..._ _ . _ . _. ... _......_ . .... ... _ .. . .. . ., ..., ... .. . . . ... .. ........ ... .. .. __ .._.. ... . ...... .. ._.._....._ _ . . _ .._.._. _ . ..... .. . _ _. � .�'. -_ � � . � ► CoM�oE 1 , _ ... . . . . a�ea • � , l y I / �� ..�r� �f �� i iL g" f� � »: ? ° ; �=�= r,r . . _ _. a,,;:-�_._..._....=� – - K K - r� • � _. �. . _. . _....... ... .. �._....--- ............. ..._ _......_............._ .._.__...----.. _.....-- - _ ._ .. .. ,.-.� , . _ . . . . . .. . _ . � .. __ .. ... — .. ..... _ � , .. � M _ _.tt _ ' � . . . . . . _. _ _ .. .. . . .. _ .. . t"� ._.�a� I f � � [,_.�_�_ _ � .Y._ — -- - �. scal watl ��acH �a� c�i►Ir�l wa�� t'i•IEti iry 3fi •�F1 ��1 � � •mii� t►y �} 15•ti�nti) St�tl ' i . � �. g��M� 27 max � � . . ... . .. .. �.' . ._"" . . . . � ' I" f 1 6 1 i � . .. . . 1:(1ft�In� . . . _ ��.._. '� Lf48 VERTICAL ___.._., -... . -. ...._. . �RRB BAR 'g� '•� _ _ _ - - -+ ___...-- -�-.._ --- — � _ .. o;,,:..._______.�_. , _ . ._. _.K._�..�__.._:.__� --- i � — - — - �-- _ . . .._..... _ _.._. . ---... .._... �_.._._T_---__.____ ... __ __, __.__..c_ T._ ._..,_..... � _.. . _ _ ... _ _ __.._. __.. _ _...__. . . . _._ _ ..._ _...- --._.. . ---- ------�----� - -- --- - --=--==-- ___� --- —�_ . .� - . . . . . . . . . , . ... ., .: . � _��., .. . �.,.- � ��.K�... .M._...,�.l...- . .. _.. �,__ .�.r_ , , - _ ... .: ------ �--._, _..�_....._._._ _._._..�_.._._._._..___-+.. -----+.. ..... __...-- --� ----...-- -�-- - .... _..:. _ ...._.. _ ............. _ .._._..---�----- -- ---- _ --- - --- . . . . . ._ . � M .�.: ... � �. _ ^. � �, ... � . ._. ._ �" I i t� ... . .. .. � 1 . . . . .. . . .. . .. .. .. . ' .. . . . . . .. _ �. . � . �� . - ... .. ...- -■ 0- _ � .. . .. .. . . . . .:....:... :.:. .: ........ ... . .. ......� �� . . .. -: - .. _.: .... slde 1'f��k-.=�.Im��r.::�:.-:.:. -_::. �... _ .....:......:,_ . (��} � ` � ' 3U•�r f�(1•ln �7Gt1•i�rn IrY ��i2�•t�trnl 3t�1� 117l93 pROPOS�O &UIDEI.INES ENl}0l�SED 8Y M!V STATE i�t�ILUING ��DE�EIYVISIUN AN��Vt�S7A7� CQUFlCIl. OH DISAB�IL.I7Y Itirl'll!'I'11�1:� r � . .. . . . . _... ."'.. .... .� ... . .. . . � .ml .. - �---...._._ ._ ...,. . . . . , _.. . .. . . . c _----- ---- ----.—.____—._ _ � . . . . ....... . . __ _ . _.. _ ... _. .. _. . _ . _ _.... . ... . . .. .. . . ..... . . .. .. _ . �.. _. ..I �titii:ii;� ��n i t� o _ - ----- ---.__ _ _..._._._.. _._.._ _ ,....._.�__.; . _ _... :... .: .. .�::.:_ -: .::: ::. �::::�..-:_ _� �._.. -::_.._.:..,:.. - � � ;:::.�_: ::: �_.:.. - -- -- --�. ---- - ---- � t:ai4l,Ni•I jai�� i�i' . . . . . � . .. ,.�� _ __ �� _ --, lT� l _ . . . _ ...,. _ . .w� VER7ICAL . :. - �.' .. ............... .-.-�._.� . . . .° :°. .... �;rr�titi �f�i i GRAB BAR � ��k 2�.max �,�111�(L , U . 8 .�� ,�. , _... _ - r � GAltI1D� � , . _ � ........ � � � f 1 � � � ..... . _. � �.�.d� ` ..«...� . ..............._. _. _..�. __..... _._. ... _._.__ .... _.. . _,. . . . _ . . . ` . _ _. ... ..._ .. _ . . r--.. ..r._._..� ' ' .. ._ . ... .. 3 MIN ` `. .: . _... _._—._�.�r. 11 -- 4 :r� ---._.. . . ._ ..._.....__..__._.... . . .. _...... . ..�CAt�------- -.__. _ __- , :.�._ _ 1: � �� .. .. . . .. . .. . _ . . . .'.�.. .:z.a._. � 7.' I � i.t;l, E , _ --- . ... C ' . , ° � �� - t < < < loal Is�ck h�ad t � �� - � VJEttti �ct�! �i► '1'«h , � � 24.mi,�_ . . . . � - � , � 18 �� -- : !��rti4�}.- .. ' VER'FtCAL . j _: GRAB BAR ��ina. _ .��., �x 8" MAX �_�.� ___--_ — •---------._ _._— ------- --_--- - — . ----- ..._..... . __._ o�._._.__. :..ccsn1.i.a.l .... , � ....._.._ �_��• ... ... . . . _.. _— _.------ - - -- - - --- - -- ...._. _ _ _ __ .__.�Y_......._._. .__� __ __�__ .____.. _.� ------___ ___._.-- --.-----. ._.__ _- - -- . _- .�_�.� b . '► .�.....:.,....�.._ ,.�....�. ..._.,:..,_..:�....:.:_:r.-........._,....,.�.....,........_._ �.. .�...��..>. _,...... ._�_...._ __ . _,..._.. ._.._ .. - .... __�_ _.___ _ ... _ .._ __�_._.....��._.:...__ �__ . .. . _..... .._-- --�. _ . ._ ...... �_ - _ � � _ .r �.___... i.. . ... __.._... ..__ ... . � ► - _,,, ��.:.._�.. ... _ . . . u_... .... _. _._. _..,_...__..___,__.__.___....____ r _ 3"MIH �--_=� - " ---- -_... ......,_.. ... �_ , . � . � . ___ . _ . . . .. � � .... � ( . . _ �_ . : - .-- - :.. . _ . . . . . .. . .. ..... �'"�'!�''�-�; , _ . fnat 1�•c:k i�a�r! - . �f�� c V�llt�� Sant ut �lctul Af'rllh •�1J7J93 PROPOSED &1�IDELINES ENDORSED BY MN STATE 13lfILDING CQ�IE pTVISI�N AHD �MN S�TATE CflURCY! OH DISABILI7Y i � � ; � I ; .I ; ; �ed�al iater;/ Vol: 58. No. Z44 / Friday� Iuiy;28. _( Rules d� at�ona; a8R49 �? Rl� _ � - f �--- -._� _.._�_._--____�_ � - , � ; ; �.�� ze�t st.t� i � ' �� , � f i � i � :i i � ` I � t � .�°'� � , ' ' � i , ��a��aoe sls I��: I j �� -- �� eoor IoCahon � ! E I � I : L_ � �__ il � I I � I t f � I : I I�� ! r � � � : � c C � _ C . . � �' I � �� ' �~ � ' �' �` -� � �+... � �' ! . ; . � � � ( fibe� G ; I j , g ' �+ � � �� ' i( , f � ' � � . � , �� ` ± �Q ( t2� � � Q � I i � '' t ` f ' # I I' } � ., �� ; , { � da j,;� �,, � "�° I i ( . . i .�.��«a � i :,' o � . �� •¢B l,;,r,�!�PP� i+) : (a�l� � �qii�d Sdil Strndsid StiII iiotq� � f . �:-.1��= � � . � � ; i i i � •�s ;� ; � f � I � . ,- N t �: f 1 � � : .�. ! � .-0 - 1 i .� _ �� f � � � —n . ., o. j� 4 ± „' .�; _ �:�. 1 ,Q, `j � �"' � � � n, 1 _ . . : . � =��, .. _ ;� � F� � I' 42 6 a��: . _ _. - :;::�--:—(U' - °�. � ` �:� •^ N wsll R!lFW�O� f ;'.. F . z.�, •� .�• ' �_ j : � � . F'..:;,, �: �untsd w.c: . .. ... , l ;� �• : . . . ` � � i . � �. i:�:�.Y,�: � ' ; �alNen�t� � (. i ; : � .• i" : :' �. ..-� � � ` 'f � i; j . . : _ ;,;;;,e• � - � .101531QE6t t , '�F_' • E i ; ! � � � 1 � ; � , � aC�p , �, � �� . . E f' + __ _ '(' w . i - . _ - ��'�a;�� ,. .. . ( ' f. l ' . { ' '':... . � . .. I 1 .f d� � � _ ;� jo41/t',paP�f—".- � � � ; � r .� �._� � ti. _ , . _ • i, � _ � :; � •:,; _- , ; � r .�y� �� . . . _ l . � 1 ' • � � ", C ' .'� ' ,' ^�� + • . .j � . , � • ' � ' " - ' . .�� _ i ' ,� �'' A �.ji%9% I'�' - :�� - - �E, ,�' �� c '� ' t � � ,t 1 -- �,� Jr� ' I I ' i �f Y ^5 w � , .. '.�/• . ,� 3'�i � ' J � � . ! , t � � _ ' . � ' {'��,i� � , . . � � � � � . ._ � Y ixr� •t''i a , 11 � s � TO�Gt Si3�3 �_ ,�. , , t+ ,, � ! ' �� . �Y, .:'+-v '-irc� i��`J �� .. - - � ' - i. X i �W h t 1 � . . .. � � � .y,''S��'� '�r :k� !t i': � -- � , . 4 � S ; : _ ..�.,.� - : � � i i� .. . . .. � . . . , i .. , i I I. � i j , � � � 4 � : � � �� r�� ' � ,: j i ' i � � � � , � �- -. �. I . . � � . f f' � j i ,- . , i .._. T� �T�^�,i r� � .r� - i a t 1 BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST �' � NAME OF APPLICANT , '.;, �' � �� APPLICATION RECEIVED t %f,,!�� The City of Prior Lake ENGINEERING Department has reviewed the building permit appl�ation for construction activity located at �� l %� � � � �%�� -" � �.,�'� , , Accepted� Denied Accepted With Corre tions Reviewed by: � Date 0 �/ !7 Comments• "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." � PRlp _� � -°-- � ITY OF PRIOR LAKE 1. `"""" F ''` 2. Pink City '"� ; �r, _ _ i BUILDING PERMIT 3. Yellow Applicant "� AI�M��R RTIFICATE OF ZONING COMPLIANCE � AN ILITY CONNECTION PERMIT ��N.VE��` Permit No. i�. ,, x �;:�m;.. 3at:r:^ DIRECTIONS , - 1. DATE SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom) �/ 2 8/ 9 4 BUILDING INFORMATION 2. SITE ADDRESS 11. SIZE OF STRUCTURE (H l ' � t � ��.J ( l 3. LEGAL DESCRIPTION 12. NO. OF STORIES LOT r BLOCK 7 PID W i 1 d s P U D 1 13. TYPE OF CONSTRUCTION ADDITION The Wilds PUD Office Cold Storage 4. OWNER (Name) (Address) (Tel. No.) 14. FLOOR AREA APPORTIONMENT USE Prior Lake Development L.P. 612-445-4455 5. ARCHITECT (Name) (Address) (Tei. No.) Roger Heid Cert. Engineer 612-895-5527 6. BUILDER (Name) (Address) (fel. No.) 15. NUMBER OF OCCUPANTS OR SEATS Frieges Drywall 10 Church St. New Market 461-3288 occuPaNrs 7. TYPE OF WORK Fireplace p Septic p Heating p Plumbing p Reroofing p Porch p SEATS N/ A New Construction � X Alterations p Addition p Finish Attic p Residing p Finish Basement p 16. ESTIMATED VALUE Chimney p Misc. 3 0 0 0 0 0 8. PROPERTY AREA OR ACRES 9. PROPERTY DIMENSIONS 10. CU�VERT SIZE 17. COMPLETION DATE Sq. Ft. 1 . 15 A c r e W�d� 115 Depth 10 5 Yes "o X 0 c t 3 0 19 9 4 I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certity that I am the owner or authorized agent for the above mentioned property and that all construction will conform to all existing state and local laws and wiil proceed in accordance with submitted plans. I am aware that the building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. X President, PLD L.P. 7/28/94 Signature License No. Date FOR ADMINISTRATIVE USE SETBACKS: Required MATERIAL FILED WITH APPLICATION Actual SOILTESTS O ENERGYDATA � rront Back Side Sitle PROPOSED GRADE FOUNDATION OFF STREET PARKING PILING LOGS O PERCOLATION TESTS p IN RELATION TO CURB OR CROWN PLANS & SPECS p SETS OF STREET SPACES RE�. USE OF BUILDING SPACES ON PIAN SURVEY O COPIES PERMIT VALUATION PLOT PLAN O TYPE OF CONSTRUCTION: I II III IV V ��; Amount Brought Forward .................. $ Occupancy Group A B E I H R M Park Support Fee ........................... 5 Division 1 2 3 a SAC ......................................... $ PermitFee ................................... $ Coliective Street Fee ....................... $ Plan Checkin Fee $ Sewer Tap ................................... $ g......................... License Fee ......................... $ State Surcharge ............................. $ Pressure Reducer $ Penalty....................................... $ Meter Horn ................................... $ SepticSystem ............................... $ Water Meter ................................. S Check if O Sewer & Water Connection Fee ........... $ Other......................................... $ Deferred O Water Tower Fee ........................... $ Subtotal ............................... $ Water Tap ................................... $ This Aplication Becomes Your Buiiding Permit When Approved. Builder's Deposit ............................ $ ByDate Other ......................................... $ Certificate of Occupancy Total Due .............................. $ Paid Receipt No. Issued Date By This is to certify that the request in the above application and accompanying documems is in accordance with the Ciry Zoning Ordinance and may proceed as requested. This dxument when signed By the Ciry Planner constdutes a temporary Certficate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. Ciry Planner Date Spedal Conditions rf any 24 Hour notice for all inspections 447-4230 9:00 a.m. • 10:00 a.m. . .._. ,__,. P.04 � �f' 2422 Ent*rpt�fs■ Dr3ve ` '� PIC711ISC�q �e.r,dbfQ N�t�+t�, �r �12� �c �,�,,, . a ,�,�, (�i3� 88�-19i� F�lX:eBi-948d ,� e� aer � � ��. ,� ,,,�„� au Nr y � w '� ]f � . . Blor�. J�AN � , � (812) 78�--188Q �AX:7�3�-1883 Ce�tificate of Survey far: � PRl�R LAK� C��Lpp��NT ' MPDX. LOCATtO1V 4R 3—B�If16H g�pRAQ 8tN3 tS�E SfTE �LAN F� DE7AJL 8 I.00A'ryQH} / ` C'� t! ;'LG ; � y�► / .. � • • �� \ EtEY.■lOS7 53 'g. y t� � 304 n0 N�9°i5'42'� ` ` o -- Ios_Ub � � .� ~• �oaar r g r IOST.10 i , �! � S+ �F � � �Je.z ►�.S 1 . • � t0.32.8 � ! 0. � 1a6.Q . �� .c..��. NYD�� fi +..� � - j � �. ..� �—° a�s� � - . � � � 1 y� �� . .,� � � � . �� 0 46.0 ! 049.7 '-- � � O � � z 1444 8 � . �� Z � { �r3 � �y cs �E., ta+�,(za ' ¢ ~ J " � � I � � °c�"E �-� �a' a � m "y--� s+t � � (.ti. � 4. � � I4 � � � o � � ro4s,� ro�s.s ui ,r��sr Ft� o � 1 \ � �.. • / . . Q ��eu= w4.as 6Q0 -TPQ,S�F. � ROPoSED 4�� ` rosi� =tosas s � v�f �+� 1 60� cs�rr�a i .�-�..! � a /� °c ,p�� v�G. a IOS3r86 �05R4T � �.45 Q \ 1053.0 � -- 6 -- . -- - " — ` 0�.�3'1r�qq7 �.�v �fds� a � 22 t. 1 t ��N89 r � g� 5041 �� r �� . . Ei�1�1462 66 f �►� o ' � � � � �4� i �\) i /� - � ' LOT AREA= 49,009 S,F � �'' BUILDING AREA= 8� 510 S.F. � �a�, �a COVERAt3E• = (9.�°1� " c�b �. • �0 c�s s� lowr rvt cRabwc rwr sr. P I 0 hEE R � I+O7F1 �qJG 6s�ElvsaMS SNOW►I AI� FDR }ICRlZOHTAL .�14 �FR11rJ4L L�CAIIQN Of STiiIJCTtJR£5 aM.Y. b£E AIFdi�£C7uA[. RLWS PDR 8U4,QD1C NW F�7FIOA17�H �$, • . HO�i Cd11TRACTOk Yt15T VERIFY GRiYEYtAY DE51d1 71YS �FRT�IGITE DOES NCT PIJFiPORT TO s101r EASEAENTS FK3TE: NO 5PEC7F'tC SOItS INYESTiW1iQM NAS 8FE111 COYPIETED' CK 71tlS O�fEIt 1?INi TFIO� 31dM1 GM 1H� RECafiOE'D PLJ4T. LOT BY 11SE 517R4EVdR. 111E StxT)tBM1JTY Of SOIt.S TU 9JPPORT Tt+E �� A � SpEQF1C HQUSf Pf{OP�OSFD IS IiOT �(�p�y Ci S}� SJRtiEYRt. ' - _ PROPQSED NOU$� FE�YAT►QIV x oaaoo oanates Extscfng El4 � ( aoa.ao ) Dfnotss Propcasd Elewt�on Laweot Floor F]evoUon: -- tl......1� f�.,..i..,...e i. �iani�.. r..,,,__.__a �. �T 1� .. BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST � NAME OF APPLICANT APPLICATION RECEIVED G� _'� �� ° The City of Prior Lake BUILDING Department has reviewed the building permit applicat}on for.construction activity located at � � �� l �',�71� ,� il'e , ��.�,�� Accepted ied Accepted With Corrections � Reviewed by: Date � � � � �. . Comments: � . ��`_�� v4�� '�='� /� � C ��.� � � •�— � `_ , � �- � � . � � a e-. --� c �.� �-- — � t� v ��--. . ,� v - �� _ �� . ��- � , � .�,��.� "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." � - � , � • • . . ,' , - . � . . �.. , . � . , . �,, � , , . . . „ , . . r , " F 5 . �!, � . . +� � , � , � � ' , . . � ' �� . . .. . � •. . , � " , • �* 1. , � . � . 1 . . .• � �r � , , • : � " -a', :. . . . , � �„> . ` � • y �. "4 ).r` �.) - ; . { .� L . ' , � . . . t •` .� .,. • ' ' - • � ^. � , . . � � • _ t � BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST ; � � NAME OF APPLICANT � _�,�' � .u�� ' � � APPLICATION RECEIVED ; �/ i . � J� The City of Prior Lake PLANNING Department has reviewed the building permit applicati,on for construction activity located at �� { +( �'��l'�.� � �� T.L�-(.t.c`�-� T � Accepted � Denied Accepted With Corrections Reviewed by: � Date �- ��- ��y Comments• '� i � � I � ) ( /I i'1 �� _ , - tiG 6 v►� C � s/ � �� C� � C - � "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." � T E R R A H E R M O I��. Phone 507/465 3213� 507/465-3215 • Earth Energy Systems • Radiant Floor Heating • Electro-static Air Fifters • Heat Recovery Ventilators TM LAYOUT SPECIFICATION FOR HYDRONIC RADIANT FLOOR TUBING Maintenance Building - The Wilds REVISION 1 A seven-loop manifold shall be located in the wall separating the ladies locker room and the adjacent hallway. it shall supply the 44' X 42' northeast section of the building as follows: LUNCH ROOM - One zone, three 300' loops 12" o.c. OFFICES & HALLWAY - One zone, two 300' loops 12" o.c. LOCKER ROOMS - One zone, two 300' loops 12" o.c. A five-loop manifold shall be located in the wall separating the electrical equipment room and shop. It shall supply the 60' X 42' northwest section of the building, as follows: PAINT ROOM - One zone, one 375' loop 12" o.c. Leaders to be run on 6" centers along the east and north perimeter of the shop. SHOP, PARTS ROOM & GRIND ROOM - One zone, three 333.3' loops, two 375 ' loop and one 275' loop, all 18" o.c. The first loop shall be brought along the south wall of the shop 6" o.c. ALTERNATE - Cold Storage Area floor tempered to 40�F A seven-loop manifold shall be located in the wall separating the electrical equipment room and shop. It shall supply warm water from a dedicated #GW 610 ground source heat pump to the cold storage area as follows: One zone, four 450' loops, three 333.3' loops 21" o.c. See attached drawing for spacing at doors and perimeter. MTNCELAY.OVT 8-3-94 AUG-03-1994 11=34 FF" MVEC TO 9-445-6320 P.01 �tsr�n. Va►il�v Elgct. Co-�b No 1 t�sea�t �a�� ana neas ��}n tst irnat�_ fqri F:�sid�rrtial Aoolicatians 08/o3/9a � Zt�:l�:�p Rr�ao�rQd f'Qr CbritraCtQt' Rr�ctared by WI�DS MAINT. �L;y� ERIC NdRDLN Mittin V�lley Eiect. �o-pp 2Q4�� Jahnsan Mf�tn. �r. 3ardan� M9r�r,. 55�SE' i�i�) �44�T2313 +�-�* H�me Cnnstruc�icn �� +�� EaufD�nt Tyae *�* Hoa�e tyoe Fleat ing Doars IA^ tmarv Windawa S�candary Wal�s FouYtdat f�r� caal ir�� F 1 c+ar� ' Geilings �� De�ign Conditians �*� F� a r►t er Sumr►�ar f�rinunl c3�flr�� days ibas� 65F) 8x00 54C� Inside dectgrk t4rri�eratur� (F) 74 75 O�tsxde de�ign �emp�rature (�} -�a 9� Air ch�ngesfhaur d.40 O.4Cs Mechanx�s2 vant cfm q a Duct �tuh ZQ��/Q�in �C d � Fntern�� heat Rair,�: �t uh pr�r persan p �� !�lu�l�er af p�aov_e Cy 8 �#uh far aop3 ietnc�s G 94�J6 �ate� - Adcf ana fia3f ��r ct�anca �ar roam in whieh f2rRDI."tiG'e i� lacatgd. WhQre 25Y• ar 2�� af the 4utside ba�em�nt w�1Z� er� expc�sed �he air ch�npe i� rFdu��d bvi cene thtrd �'or tt raarn. LatRnt cao2�,n$ laar! i,s as3uau�d to be 3L�X af 5ert�ible cao?ing j�,a�, P�b�'�� brafid �a7f U�17SI11I� �t1@tP10 7�'i7'1 te�ppe� � a' � ,-. �.4.4 , �,� c i�4 � � �,�. �-- ��; f�:G �R � G°` + �'� -s- t � � l �°' M Y� C 5�� - G 3� z � �` f az - �"�-3 AUG-03-1994 11=35 FR� MVEC TO 9-445-6320 P.02 I7e�cr i pt i art of H�at t n� � Cco 1 i r,g Ar-�es pg � Daar� 4�indQws W�lls Flaor� Ceilirrg Avn. Fire Roa+n Type Sq ft Type Sq ft Ty�a Fq ft Ty�Q Sq ft Type So ft ht PI LUNCH RM G�1N 49 W�$O 432 Fb00 720 C��Ly 720 8.0 Q�tE �5 F'104 54* M�l�t" S LKR W�2G 1 ic FOpO 336 CISC� 336 A. p F�04 I4�� ELEC 1�� 3� Ft�04 96 CiSQ 96 8. b F104 4� LADIE� LKR W�2Q 8a �O�O 14� Ci5b x4q a.p FI44 IQ� �! OFFICE [4S �5 W��b 2f6 �000 180 C250 18a B.Q �'144 15� � 0 �� 4s 25 W22O 226 �aao 16� E150 18b �_ p G�►E 13 F104 �7-� H �L gi �d W2�G 12 F444 IBO CISO 180 S.O FiOk 4� SH�P D1 2�� W��C� B88 Ff�Q4 1764 C15U �76k 12.4 �x04 84* RA I!dT RM W220 364 FObO c' C! SO �,Z4� 1�. O F 3 Q4 3d+� OtiIP►D Rrt W220 i68 �a40 ��4 CsSO 2?� i2. o FS a4 14� � � W�4 360 F004 224 C154 224 i�.b Flt�4 3�� F� i� me�s�ured i rt k xnear ft RUG-03-1994 11=35 FP^M MVEC TO 9-445-6320 P.03 H�et Transfer c�OffxciQntB P� 3 �h� wi�tQr and g�rrtm�r U-values listQd bal�� mre based an th� fallawino� Wirit�r desiQn �ernper��ur� diff�rtnc�tF): �O ` Su�ama�r- dsr�ign tem��r�ture diffQrerrc�tF) : 26 Winter U 9um�asr U Sacti�rs D��ccriptic+n EBtu!�/�q ft) tbtuh/�o �t) D1 M�tal cfcar (�Ff � 2Qd? �S. 7I S. 71 1's4N HfQh efficiency wiridpw(1Qw �} 2�.2� 6.06 G4E Hi �h eff iciQnc�• r►indow f icsw �) 2'7. 27 6. 06 Q45 Hi�h Qf*irzency windo�sflaw E) Z7.27 6.06 W220 Fra�ne we 1 I w! R= 20 3. 7� 0. 8�4 F4�0 Flaor w/na hcat f Zaw 4. 00 0. 04 F104 81�b flQOr w/R= 4 �.QO O.QG e134 Cef 1 f teg �/R- �p i� 7� O. �? RUG-03-1994 11�35 FRO�M MVEC TO 9-445-6320 P.04 H�eti Lvas Celculetioris Pq 4� tfar haatinQ] N�a�t Iass camport�rtts tRtuh) Raarn Daorc Windctw Wal Is F1CCr Cei I Firea�l fnf! � iJent iote2 k.U�Ci� RM O �018 16�7 I3S0 I�58 �0 3f 70 4 93�C3 ME{�t� S LKR � O 42� ��G �87 b 171 � G �47� ELEC a O 1�1 lE>G 168 O 48�3 O 878 LRDIE8 LK� O 4 3O1 25C� 24S O 7'f4 O 15�0 ii OFFICE a 6a� sxa 37, �xs a 9�s a asa� E OFF I CE � 1 a37 813 6'?'S 315 O 918 O 3756 kA�� 51�. O aS 100 315 0 93a a i892 BHQP 3d66 4 3344 2ibb �093 4 13486 ��510t PR I 4�FT RM O 6 13..�'i5 750 391 O t 7 f 3 4 42 2 d a RI lYD RM O O 633 35O 391 4 f 7 f 3 O 3QB7 PAR7S Rt+� a p I 35f 7SQ 391 O 1� 13 0 4� x o 7ota1 Hau�Q 3600 37a7 10831 71�0 7453 a 87367 4 54744 Maat Io�s s�smmary Flaor ar-�.� He�� loss Ronm Sq. ft . Bt uh Ll1NCH RM 7'20 89�3 t�N! S LKR 335 3b?� ELEC 96 878 LADIES LKR 1j+0 l520 W OFFIC6 184 3103 E OFF I CE 16Q �'75g HALL i8� i89� SHOP l764 �5l0� PAINT RM 2�4 42ip 6R�Nb RM �4 3087 FART8 RM 2�4 4E20 Tatel i-Ictu�e 42G8 6U7�44• Duct lac� 4 OX p Tat�� Cf�sifln heait 3aass (Ptut�) 60, 744 - AUG-03-1994 11�35 FRnM MVEC TO 9-445-6320 P.05 ffeat Lass Ca2culatxon� pg q$ ifar h�ating? Htt�t I oss compor►ont � ( �t � ) R�� ris Windaw 4t�lls Flcsar G�il Fireai Infil Vent Tot�ti LUNCH RM 0 ��19 162� �rO�J l258 U 3670 O lE�2� 1yEN� 8 LKR a O 4�� 10�0 587 C� i713 Q 377� ELEC O O 12Z 34Q 268 O 488 O Ip78 LADIES LKR b O �OI 75d 245 4 71µ O �Q1a W QFFICE 4 682 8�3 1i�5 313 � 926 b 3$5� E OFFICE O iO37 813 �a�5 �15 d 91S C� 51b8 HRLL S14 Q 4� 340 �15 0 318 0 24g� 81�QP 3486 O 334k 6304 3d83 4 13hA8 0 2q3p= RAIl+�T RM O O i3Sb 2250 392 Q 2723 O �72d GRIND RM p O 63� 1�3� 391 O 171� {r 37g7 PAR79 Rtn O � x355 2250 3�1 O �7f� d 572U Ta�tal Hou�� 36d0 37�7 1083� 2145� 7459 0 2796� b 75b44 H�at lc►�s cumKrarv �Ia�r are: Heat lass RQ�rs Sa. ft. �tuh �.LINCH RM 7�0 1�6�3 1�tEwf' S LKR 336 3772 ELEC g� �pag �RDIE� LKR I�rO �010 w dFFIGE 18p 3g�� . E OF�YCE 1£+Q �108 HALL ;gp �p�� a�r�n R,� 175w L�3oz ` �4 5710 � � QRIND RM 2g4 �787 �ARYS RM G$4 5720 � �!`bt.�� 'f4Lt�$ 1 F��a �JQti4 �� t D�sct lass L� Ox p F 'Tat a 1 des i�» 1��g t gt uh ?__75, a�a q� ,(� �� i �i�:.�►� �1/�' «... � ��- � � �C� ~ � ` f'''� ' � ' � I �/ /IV � i c 1 R�! ' /� /� �v V' ` �IVI { 1 � � �� g� �� -�r�-� � � �� AUG-03-1994 11=36 FROM MVEC TO 9-445-6320 P.06 H��t 6efn Calcul$tiar� P� 5 Sfat^ co¢Iin�) H��t ga i r� ec�npan�n� s��t uh ) --W f rrda+K�-- In- La- Raona Daars Tran. 84��r Walls Floar Cvil ternl Infil Y�nt t�nt T�taY �UnECH Rh1 b 449 f 37C� 3b2 L� 26d 1323 8: 6 O I550 6?6d MEN` 8 LKR b b � 94 d 130 897 381 O 4�� '�5� ELEC 4 � 0 �7 b 37 25Ea 2U9 U 1�9 �S$ LAD I E8 LKR d d a E,7 U 54 s74 ! 5� a }.95 850 W OFFICE O 152 432 i81 O 70 4$1 204 O 4S6 197:� E OFFICE b �31 B80 i8X O 7C� 481 2dA �J 524 256i FiA�L 11k b O 10 � 76 481 204 � 264 �143 SHQ� 686 4 a ?43 a 685 47�2 2997 ��4� i�770 PA I1VT RM O � O .s01 a 8� 5�$ 3� I O 41 b 1777 6RZND RM O Q p 14! O S7 �98 382 C? 38� !S6'9 Pf-�RTS R M G a C1 301 4 97 598 3� 2 Q 4 2 4 t 777 TQt�l H�Ci4� 840 8s2 26B1 240� O 1657 21�99 f�i7 6 779� 33793 Hpeat qa f n surneoary FYaor area Heat �ain C- F. M. G. F. M. Raar� Sq. ft, gtuh �srcenta�e iC� 450/tanl LUlUCH RM 7,c4 67f�0 2d. t7 ^c70 MEN' S LKF2 336 1953 S, Q 78 El.EC 96 559 I. 7 � 3 �pDFEB l�f{R �w0 SS4 C- � 34 W OF� I GE 18C� 1�7S �. @ i 8 E UFFICE 18Q �68f 7.9 iQ7 HALL i�4 2143 3. 4 4f} sHO� x7s4 �.��a ��. s sft� PAIhi'T RM �224 1777 5.3 T� E3RIWD Rht C�4 t569 4.6 BL PARTS RM 224 �777 S.2 76 Tatal Ha�cz� 4268 3379� 1U4.4 �350 a�,�t �ai� � ax � Ftxtal dQaign fse�� fn (Ptuh) 33,793 TOTAL P.06 Jurisdiction of GENERAL PLAN CORRECTION LIST Based on 1985 Edltion of the UnMorm Building Code � � _ {--� � '�� = ' =- -�' �"' c. � � °k;- �J � � Owner Plan Check No. Vatuation� ,�� Job Ad ss �� (�� f�= �^ Use .�i_ i�2 �31� � �-} - Z City Type of Occupancy � � State Construction � �� Classificatio � _ Total Allowable Floor Area � Sq. Ft. Stories �' Basis for Increase �� Floor Area: Floor (Max.) Sq. Ft. Floor (Total) Sq. Ft. Occupant Load COMMENTS OR ASSUMPTIONS: Cortections checked below are to be made on plans before permit is issued. The approval of pians and specifications does not pertnit the violation of any section of the Building Code or other city ordinance or state law. GENERAL . 10. A fire-resistive occupancy separation in conformance with Table No. 5-� �nd Section 503 is required between 1. Valuation should be $� 6 �d . the�-, _�-��., e( � -hour) 2. Show job address on plans. � ( — -hour) � ( -hour) 3. Give name of person responsib p a >>, Horizontal occupancy separations should be supported 4. Submit full dimensioned lot lan. with a structural system having equivalent fire-resistive Y P P protection. Section 503 (b). 5. Give all dimensions on plot plan. 12. The building is limited to stories ( feet in height) as a Type AREA LIMITATIONS AND GENERAL structure. Section 507 and Table No. 5-D. OCCUPANCY REQUIREMENTS 6. Ground elevations should be shown at corners of the building and at changes in ground slope. The ground elevations should be taken at the lowest point between 13. A room in which a vrater closet is located should be the exterior wall and a point 5 feet out or at the property separated from food preparation or storage rooms by a line, if closec Where the exterior wall is parallel to and tight-fitting door. Section 510 (a). within 5 feet of a public sidewalk, alley or other public way, the ground elevations should be the elevation of TYpE OF CONSTRUCTION the public way. The number of stories in this building cannot be determined until these data are fumished. � 4. Roof coverings should be fire retardant. Sections 1704 7. The total floor area is limited to "� �'�� and 3202 (b). Details or specifications complying with square feet. Sections 505 and 506. Section 3203 (e) are required. 15. Exterior (court) walls within � feet ot 8. UnobstruCted yards of �^� feet should property lines should be of -hour construction. be maintained on r- I � sides Section `� 03 (aj. of the building for area purposes. Section 506. 16. Openings in exterior (court) walls within g, Provide details to show that -hour area separa- feet ot property lines should be protected with three- tion walls will comply with Section 505 (e). fourths-hour fire assemblies. Section 03 (b). (a) Extend vertically from the foundation to a point 30 inches above the roof. (b) Total width of all openings limited to 25 percent of » Usable space under the first floor except in Groups R. tne wall !ength in the story under consideration. Oivision 3 and M Occupancies should be enclosed as (c) All openings protected with fire assemblies having a �equired in Section 1703. fire-resistive rating of one and one-half (three) hours. 18. Fire-resistive construction fo� structural frame elements (d) Ducts through area separation walls should be in the exterior walls should comply with Footnote Na � aw�ded Ii allowed, dud penetrations should be pro• o( Table No. 17-A and Section See tected as required m Section a306 Q). Secuon � 702 for dehnmon of strucwral trame. Form 2C� 3 B-BS Sheet No. 1 m E Shaeta SPECIAL OCCUPANCY RE�UIREMENTS 19. A weather-resistive barrier should be applied to exterior Group A walis as specified in Section 1707 (a). 20. Enclosures for floor o nin s should com 1 with Table 35. A-3 Occupancies should be of one-hour (ire-resistive Pe 9 P Y construction if located in a basemenl or above the first No. 17-A, Section 1706. Oetails should be provided to story. Section 602 (b). clearly indicate this. 21. Structural members carr in masonr or concrete walls 36. A-2.1 Occupancies with an occupant bad of 1000 or Y 9 Y more should be in Type 1, II-F.R., II One-hour, III One- in buildings over one story in heighi should be protected hour or IV buildin�s, except that the roof framing system with minimum one-hour fire protection. Section 1708. for one-story portions of buildings of Ty'e II One-hour or Type III One-hour construction may be of unprotected construc2ion when such rooi framing system is open to the room and does not contain concealed spaces. Sec- tion 602. 22. Nonabsorbe�t finish and backing for toilet room walls and floors should conform with Section 510 (b). 37. Group A assembly rooms having an occupant load of 1000 or more shafl not be located in the basement 23. Shower stall walls should be finished with a hard, non- unless the basement is located in a building of Type 1 or absorbent surface to a height of 70 inches above the II-F.R. construction. Section 602 (b). The main entrance drain inlet. Section 510 (b). should front directly upon, or have a 20-foot-wide access to, a public street at least 20 feet in width. 24. Doors and pa�els of shower and bathtub enclosure Section 603. should comply with Section 5406 (d) 5. 38. Light and ventifation should comply with Section 605. 25. Parapet walls not less than inches in height are required. Section 1709. 39. A one-hour fire-resistive occupancy separation is required between the boiler or central heaUng plant 26. Eave overhangs and similar architectural projections where the largest piece of fuel equipment exceeds should comply with Section 1710. 400.000 Btu per hour input and the rest oi the building. Section 608. 40. Exterior openings for rooms containing a boiler or cen- 27. Projections beyond the exterior wall should confortn tral heating plant should be protected with three- with the less restnctrve of the following: fourths-hour t�re-resistive assemblies tfiat are fixed, (a) A point one-third the distance to the property line automatic or self-closing if located below openings i� from an exterior vra!I. Section 504 (b). another story or if less than 10 feet from other doors or (b) A point one-third the distance from an assumed windows in the same building. Section 608. vertical plane located where fire-resistive protection oi openings is first required due to location of proper- Group E ty. Section 504 (b). - 41. Atmospheric separations should comply with Section 802 (b). 28. Envelope ceilings should satisfy the following condi- 42. Use of rooms should be clarified. Note that rooms in tions [Section 4303 (b) 6j: , Divisions 1 and 2 Occupancies used for kindergarten, (a) Should not be used to provide fire protection beams first or second grade pupils and Division 3 Occupancies and girders supporting more than one floor. � shall not be located abo� e the first story. Section 8�2 Ic). (b) Columns should be individually fire protected. (c) Duct and other openings are limited to 100 square inches in each 1 OG square feet of ceiiing area. qg. Special-hazard rooms should be separated from other (d) Duct openings should be protected with approved p�,rtions of the building by not less than a on$-hour fire- fire dampers. resistive occupancy separation. Section 802 (d). (e) Electrical outlet boxes should be of steel and not graater than 16 square inches in area. 44. One required exit should front directly upon, or have a 29. Gypsum board, lath and plaster and similar ceilings in 20-foot-wide access to, a public street at least 20 feet in conjunction with fire-resistive assemblies should be width. Section 803. supported at intervals not exceeding 16 inches. Items 20 through 25, Table No. 43-C. 45. Sanitary facilities should be provided in accordance with Section 805. 30. Wood stripping or suspended wood systems for gyp- sum board, lath and plaster and similar ceilings should 46. Light and ventilation should comply with Section 805. be not less than 2-inch nominal thickness. Section 4704 (b). [Section 4703 (b) for wall stripping.] 47. A one-hour fire-resistive occupancy separation is required between the boiler or central heating plant 31. Final partition layouts and details should be submitted where the largest piece of fuel equipment exceeds prior to installation to justify compliance with occupan- 400,000 Btu per hour input and the rest of the building. cy, fire-resistive, struCtural and exit requirements. Section 808. 32. Justifying test data in conformance with Section 105 or Group 1 an ICBO research report is required tor . 48. Group I, Division 1 Occupancies should be of Type I or 33. Rooms in which rubbish (linen) chutes terminate should Type II-F.R. construction unless complying with the be separated from the remainder of the buildin with a Exception in Section 1002 (b). one-hour occupancy separation. Section 1706 �c). 49. Group I, Oivision 1 or 2 Occupancies should be ot one- 34. Openi�gs into rubbish and linen chutes and te�minal hour fire-resistive construction. Table No. 5-C. rooms should not be located in exit corridors or stair- ways. Section t 706 (c►. 50. Light and ventilation s h o uld comply with Section 1005. Sheet No. 2 of 6 Sheeta 51. A one-hour fire-resistive occupancy separation is 67. A one-hour tire-resistive occupancy separation is required between the boiler or central heating plant required between the followin9 rooms and the rest of the where the largest piece of fuel equipment exceeds building: 400,000 Btu per hour input and the rest ot the building. (a) Storage or laundry rooms that are within e Group R, Section 1008. Division 1 Occupancy that are used in common by tenants. Section 1202 (b). (b) Rooms containing a boiler or central heating plant in 52. Exterior openings for rooms containing a boiler or cen- 8 Group R, Division 1 Occupancy, except where tral heating plant should be protected with three- such rooms contain equipment serving only one fourths-hour tire-resistive assemblies tfiat are fixed, dwelling unit. Section 1212. automatic or self-closing if located below openings in another story or ii less than 10 feet from other doors or windows in the same building. Section 1008. 68. Every dwelling unit and guest room should have com- fort heating facilities as specified in Section 121 t. Group B gg. E�ry dwelling unit and every guest room in a hotel or ' lodging house used for sleeping purposes shall be pro- 53. Motor vehi9le service stations should be of noncombus- �d� Wdh smoke detectors confortning with U.B.C. tible, fire-retardant treated wood or one-hour fire-resis- Standard No. 43-6. A smoke detector should be tive construction. Section 702 (b). ' installed in the basement of dwelling units having a stairway which opens trom the basement into the dwell- 54. Storaqe areas i� excess of t000 square feet in connec- ing. Such detector should be connected ro a sounding tion wrth wholesale or retail sales should be separated device or other detector to provide an alarm which will from the public areas by a one-hour fire-resistive occu- be audible in the sleeping area. Section 1210 (a). pancy separation unless the building is equipped throughout with an automatic sprinkler system. Sechon 702 (b). . Group M 55. Light and ventilation should comply with Section 705. 70. Group M Division 1 Occupancies are limited to 1000 (3000) square feet in floor area and one story in height. 56. Exhaust ventilation at or near floor level is required by $ection 11U2. Section 705. - 71. Garayes should not open directly into a room used fcr 57. A one-hour fire-resistive occupancy separation is sleeping purposes. Section 1104• required between a boiler room or c;entral heating plant where the largest piece of fuel equipment exceeds 72, An approved material or aspha�ic pav- 400,000 Btu per hour input and the rest of the building. ing material is required for garage floor surfaces. Sec- Section 708. tion 1105. Group R 58: A Group R, Division 1 Occupancy more than two stories EXIT REQUIREMENTS in height or having more than 3000 square feei above the first story should be of one-hour fire-resistive con- struciionthroughoutexceptasprovidedinSection1705 73. An occupant load sign is required in classrooms, (b) 2. Section 1202 (b). assembly areas, etc., having an occupant load of more than 50. Section 3302 (c). See 59. The following rooms should have exterior glazed open- I ings for natural light (openable exterior openings for natural ventilation) as speCfied in Section 1205 (a). 74. Conforming exits are required from the areas below as specified in Section 3303 (a). 60. Mechanical ventilating system in bathrooms should provide five air changes per hour directly to the outside. 75. Exits should have a minimum separation ot one-half the Section 1205 (a). maximum overall diagonal of the buildi�g or area served. Section 3303 (c). 61. Exterior openings from should not be considered as furnishjng required light or ventilation 76. No point in the building should be more than 150 (200) since they do not open to a yard, court or street in feet trom an exterior ex�t, horizontal exit, enctosed stair- accordance with Section 1205 (a). way or exit passageway, measured in the direction of travel. Section 3303 (d). 62. Courts bounded on four sides with walls shoufd be at least 10 feet in len�th. For courts more than two stories 77. Exit door should swing in the direction of egress. Sec- in height, the reqwred width should be increased by 1 tion 3304 (b). See doors foot and the required lengtfi by 2 feet for each additional story. Section 1206 (c). 78. Double-acting doors shalt not be used as exits in the 63. Every sleeping room below the fourth floor should have following locations Section 3304 (b). at least one window or exterior door approved for emer- gency exit or rescue. Section 1204. g4, room should have the minimum ceiling 79. Exit doors should be openable from the inside without height required in Section 1207 (a). the use of a key, speaal knowledge or eHort. Section 3304 (c). Note also that flush bolts or surface b�lts are 65. room should have a minimum floor area prohibited. of square feet. Section 1207 (b). 80. Exit doors should be a mi�imum size of 3 feet x 6 feet 8 66. EKiciency dwelling units should comply with Section inches with a door capable of opening 90 degrees. 1208. Section 3304 (e). c��. u.. '! .N f. C1.Y1a 81. The net dimension (clear width) at doorways should be 100. Openings in exterior walis below or within 10 teet oi used in determining exit widths required by Section exterior stairvvays should be protected with self-closing 3303 (b). Section 3304 (e). In consideration of door three-fourths-hour fire-resistive assemblies. Section thicknesses, panic hardware, door swing, etc., the 3306 (I). " required exit widths have not been furnished. See door 101. Enclosed usable space under interior stairways should be protected on the enclosed side as required for one- 82. A floor or landing not more than �/2 (1) inch below the hour fire-resistive co�struction. Section 3306 (m). threshold is required on each side of an exit door. Section 3304 (h). 102. Noncombustible exterior stairs are required. Section 3306 (n). 83. Doors should not project more than 7 inches into the required corridor width when fully opened or more than 103. Exterior stairs should not project into an area (yards or one half into the required corridor width when in any �urts) where wall openings must be protected. Section position. Section 3305 (d). 3306 (n). 84. Revolving (sliding) (overhead) doors are not permitted �pq. One stairwa should extend to the roof. Section 33p6 as exit doors. Section 3304 (g). Y (o). 85. Exiting through another room dces not comply, except 105. Six-foot 6-inch minimum headroom clearance for stair- as provided for in Section 3303 (e). ways should be indicated on plans. Section 3306 (P)• Note that this is from a plane tangent to the stairway 86. Corridors should have a minimum width of 44 (36) tread nosings. inches. Section 3305 (b). 106. Ramp slopes should not exceed one foot in 87. Corridors serving nonambulatory persons should have feet. Section 3307 (c). an 8-foot minimum width. Section 3321 (c). 107. Surface of ramps should be roughened or of slip-resistant 88. Dead ends of corridors and exit balconies are limited to materials. Section 3307 (g). 20 feet. Section 3305 (e). 108. Stairvvays should be enclosed as specified in Section 89. Walls and ceilings of corridors should be of one-hour 3309. fire-resistive construction. Section 3305 (g). An archi- (a) One (two)-hour fire-resistive walls are required. tectural secticn through the comdor is necessary to (b) Only exit doors are allowed to open into exit determine how this is accomplished. enclosures. • (c) Doors should be labeled one (one and one-hsl�- 90. Exterior exit balconies cannot project into an area hour fire assemblies. where protected openings are required due to location (d) Exit enclosures should include a corridor on the on property. Section 3305 (i). ground floor e�ending to the exterior. Fire-resistive construction should be as required for Ihe exit enClo- 91. Interior openings into corridors should be protected as sure, including protected openings. Only exit doors specified in Section 3305 (h). are permitted to open into the corridor. (e) An approved barrier is required at the ground floor to prevent people from accidentally continuing to the 92. Stairway should have a minimum width lower level. of inches. Handrails should not project (f) Usable space is not allowed under the stairs. more than 3�h inches into the required width on each sid2. Trirn shculd not project mcre than 1�fz �nches into required width on each side. Section 3306 (b). 109. All required exits from the building should be smoke- proof enclosures complying with Section 3310. 93. Risers on stairways should not be less than 4 inches nor greaterthan 7 and runs should not be less than 11 inches. 110. Openings into exit courts less than 10 feet wide should Section 3306 (c). be protected with labeled 45-minute fire assemblies. Section 3311 (d). Also see "exit courY' definition in 94• Landings on stairways should have a dimension in the Section 3301 (b). Openings more than t 0 feet above the direction of travel equal to the width of the stairway but court floor are exempt. need not exceed 44 inches for stairs having a straight run. Section 3306 (g). 111. No openings other than required exits ara permitted in exit passageways. The passageways should be o( 95. Doors swinging over landings and in the fully open posi- -hour tire-resistive construction. Section 33t 2 tion shall not reduce the required dimension by more than (a). 7 inches. When a landing serves an occupant load of 50 or more, doors in any position shall not reduce the re- 112. Exit illumination and signs should be provided in con- quired dimension to less than one half of its required formance with Sections 3313 and 3314. width. Sec?ion 3304 (i). 96. Basement portion of stairways should have an 113. Aisle (cross aisle) in auditorium should have a minimum approved barrier where continuous to upper floors in an width of . Section 3315 (b). Section 3315 (e). exit e�closure. Section 3306 (h). 114. Panic hardware is required on exit doors serving Group 97. Vertical distances between stainvay landings are lim- A Occupancies. Sections 3317 (d) a�d 3318 (a). In lieu ited to 12 feet. Section 3306 (i). of this, doors shall have no locks or latches. 98. Handrails should be placed not less than 30 inches nor >> S. Main and side exits in conformance with Section 3317 more than 34 ;nches above the tread. Section 3306 (j). are required for Group A, Division 2(2.1) (3) Occupan- Two handrails are required where stairways exceed 44 cies. Section 3318 (a). inches i� width. 116. Corridors of Group E Occupancies should have a width 99. Guardrails for stairs, balconies and landings should required by Section 3302 plus 2 feet, but not less than 6 conform with Section 171 t. Note that maximum clear- �eet. Section 3319 (e) ance between intermediate rails is 6 inches. Sheet No. 4 01 6 Sheeta 117. Each floor above o� below the ground floor level of 135. Class ill standpipes are required in buildings exceeding Group E Occupancies should have no less than rivo exit 150 feet in height. Tabie No. 38-A. stairs. Section 3319 (g). 136. Buildings six stories or more in height should be pro- 118. Exit stairs serving an occupant load of more than 100 in vided with not less than one standpipe during con- a Group E Occupancy should have a minimum clear struction. Seccion 3806 (b). width of 5 feet. Section 3319 (g). 137. Automatic spri�kler system plans should be submitted 119. Every room with an occupant load exceeding 300 in a to determine compliance w�th applicable building, Group E Occupancy should have one of its exrts into e plumbing and fire codes. separate exit system. Section 3319 (b). 120. When three or more exits are required in a Group E FIREPLACES AND CHIMNEYS Occupancy, no more than two reqwred exits should exit into the same exit system. Section 3319 (b). � 138. Chimneys should comply with Sections 3703, 3704, 3705 and 3706. 121. In a Group E Occupancy no point in a room sbould be more than 75 feet to an exit corndor, enclosed stairvvay 139. Fireplaces and barbecues should comply with Section or exterior of the building. Section 3319 (c). 3707. 122. Exiting through adjoining rooms in a Group E Occupan- FlNISH WORK cy should comply with Section 3319 (d). 123. Panic hardware is required on exit doors servin� rooms 140. The interior wal� and ceiling finishes should be specitied containing 50 or more occupants and in corndors oi and comply with Table No. 42-B and Section 4203. Group E Occupancies. Section 3319 (j). 141. Gypsum wallboard (interior lath and plaster) cannot be 124. All required exterior exit doors in a Group I Occupancy installed on weather-exposed surfaces. Sections 4705, shall open in direction of exit travel. Section 3321 (a). 4711. See Section 424 for definition o( weather- exposed su�face. 125. Docrs from bedrooms and wards of Group I Occupan- 142. Skylights should comply with Chapter 34. Plastic sky- cies and all exit openings where nonambulatory Iights are allowed only under conditions specified in patients are housed should have a minimum clear width Section 5207. af 44 inches. No projections in this width are allowed. Section 3321 (b). 143. Glass and glazing sho��ld compfy with Chapter 54. Type 126. Panic hardware is r�equired on exit doors serving more and thickness o( glass should be specified. than 50 occupants in Group I Occupancies unless there is no latch or lock. Section 3321 (�. 144. Glass and glazing subject to human impact should comply with Section 5406. FLOOR, ROOF CONSTRUCTION, COVERING, SKYLIGHTS, ROOF STRUCTURES STHUCTURAL 127. Draftstopping as specified in Section 2516 (f) 4 A shall be provided within a concealed floor-ceiling assembly 145. Special inspection in conformance with Section 306 is formed of combustible construction. required. 128. Draftstoppirg as specified in Section 2�16 (f) 4 B shall 146. Soil classification in conformance with Table No. 29-B be provided within attics, mansards, ovafiangs and ar.d pounds per square foot soil bearing similar concealed spaces tormed of combustible value used in design should be specified on plans. construction. Sectio� 2905. 129. Roof drainage should be conducted under the public 147. The foundation investigation report mentioned in plans sidewalk. Section 3207 (e). was not included in data fonvarded to us. It should be submitted for review. 130. Overflow drains having the same size as roof drains and on independent drain lines are required. In lieu of this, 148. All masonry or concrete elements resisting seismic overflow scuppers three times the size of roof drains forces should qualify as reinforced elements. Section should be installed in parapet walls. Overflow system 23�2 G) 2 B• should have inlets located 2 inches above the low points of the roof. Section 3207 (c). 149. Precast concrete wall panels should be justified for compliance with Section 2616 (c). 131. The aggregate area of penthouses and other roof struc- tures cannot exceed 33'/a percent of the supporting roof 150. Wood members may support loads from masonry or area. Section 3601(b). concrete only under the conditions specified in Section 2515 (a). . � AUTOMATIC SPRINKLER SYSTEM 151. Structural calculations should be submitted lo justify 132. An approved automatic sprinkler system in the the adequacy o( the structural system in resisting seis- is required. Section 3802. This includes blind mic and wind loads, and supporting dead and live spaces enclosed wholly or partly by combustible loads. This includes toundalions. construction. 152. Justifying calculations and details should be provided 133. C�ass I or 111 standpipes are required in sprinklered build- for ings tour or more stones i� height. Table No. 38-A. 134. C�ass 11 standpipes are required as specified in Table 153. Roofs shall be designed tor snow loads ot No. 38-A. pounds per square toot. Section 2305 (d). Shset No. S oi 6 Sheets 154. The roof should be designed for uplift wind pressures 166. Welding data or details for steel decking used as a dia- with due consideration for lateral support of compres- phragm should be provided. informatio� should comply sion flanges oi ilexural members. •with a specif ic ICBO evaluation report or test data submit- ted in compliance with Section 105. 155. Floor load should consider a 20-pound-per-square-foot partition load. Section 2304 (d). 167. Details should be provided on rooi (floor) diaphragm connections that indicate how the shears are trens- 156. Marquees (residential balconies) should be designed ferred to vertical shear-resisting elements. Connections for a 60-pound-per-square-foot live load. Table No. 23- should be justified with structural calculations (or com- A pliance with allowable values. 157. Garages for the stora9e oi private pleasu►e cars should ��• Nailing for gypsum board (lath, sheathing board) used be designed for a mirnmum 2000-pound wheel load. strudurally on shear walls should be specified to com- Section 2304 (c). � ply with Table No. 47-I. 158. Live toad reductions should comply with Section 2306. 169. Shear walls utilizing gypsum board (lath, sheathing board) cannot be used to resist loads imposed by masonry or concrete walls. Footnote 1, Table No. 47-I. 159. Glued-laminated lumber should be fabncated in accor- dance with Section 2511 (f). � 70. Railings should be designed to withstanti a 20- (50-) pound-per-foot horizontal force. Table No. 23-B. 160. Allowable stress in glued-taminated members over 12 inches in depth should considor a depth reduction fac- � 71 Ceiling framing should be designed for a live load oi not toc Section 2511 (d) 5. less than 10 (20) pounds per square foot. Table No. 23- B. 161. Bolted connections exposed to the weather are limited to 75 percent of the allowable bad under protected 172_ Interior partitions should be justified structurally for conditions. Where always wet, the allowable load shall strength and deflection c�itena specified in Section be 67 percent of the ailowable load under protected 2309 (b). conditions. U.B.C. Standard No. 25-17, Table No. 25-17-S. 173. should comply 162. Anchorage of concrete and masonry walls should com- with a specific ICBO evaluation report or justitying test ply with Section 2310. data should be submitted in compliance with Section 105. 163. Plywood grades should conform witfi Table No. 25-B. � 74. Ptans should indicate th2t foundations extend below the frost line. 164. Justification is required that sufficient slope or camber is available to assure adequate roof drainage after long- � 75. Provide complete specifications in conformance with . time deflections. In lieu of this, roofs must be designed the desig� for for possible ponding of water. Section 2305 (f). 165. Details on st�essing method and hardware along with justifying data are required on prestressed concrete work. This data should be submitted and approved prior to ordering of material. Note that all tendons should comply with Section 4303 !c) 3 for fire-resistive purposes. Addltlonal Correctfons: These sheets are a part of the plans and shall remain attached thereto. Corrections as above indicated will be complied with. Rechecked and approved (Sign Here) (Sgnature oI Owner or Appi�cant� Date Checked by Date REVISED 1985 � Sheet No. 6 016 Sheets ; 6.5 OFFSTREET PARKING: Offstreet parking spaces shall be provided in accordance with the specifications in this section in any district whenever any new use is established or existing use is enlarged. USE PARKING SPACES REQUIRED Single Family House, Two 2 per dwelling unit Family House, Townhouse, Multiple family Dwelling Housing for the Eiderly 1 per dwelling unit Churches, Auditoriums & 1 per 4 seats in principal Mortuaries assembly room Schools 1 per classroom plus 1 additional for every 30 students Private Club or Lodge 1 per 4 members Theater 1 per 4 seats Medical, Dental & Animal 5 per doctor, dentist, Clinics veterinarian plus 1 per addit- ional employee Hospital & Rest Homes 1 per 3 beds & 1 for each 3 employees on the maximum working shift Hotel or Motel 1 per rental unit plus 1 per employee Professional Offices & 1 for every 250 square Business Services feet of floor space Motor Fuel Stations 4 for each service stall Motor Fuel Station & Retail 4 for each principal structure Store Combination plus 3 for each service stall Retail Stores 1 for every 200 square feet of floor space Furniture Stores, Appliance & 1 for every 400 square feet of Auto Sales floor space Eating & Drinking Places, & 1 for every 75 square feet of Personal Service Establish- floor space ments Section 6, Page 4 Bowling Alleys 5 for each alley Recreational Assembly Places; 1 for every 50 square feet of e.g. Dance Halls, Night Clubs of floor space Industrial - Wholesaling 1 for each employee on the max- imum working shift Drive-In or Fast Food Establ- 1 for every 15 square feet of lishments floor space A. Parking spaces may be located on a lot other than that containing the principal use with the approval of the Board of Adjustment. B. Any offstreet parking lot for more than five (5) vehicles shall be graded for proper drainage and surfaced so as to provide a concrete or bituminous surface. C. Any lighting used to illuminate any offstreet parking lot shail be so arranged as to reflect the light away from adjoining premises in any "R" District. D. All offstreet parking areas shall have access from driveways rather than from public streets. Said driveway access shall be limited to twenty four (24) feet in width at the public street line. E. Motor vehicies over one (1) ton capacity bearing a commercial license and commercially licensed trailers shall not be parked in a residential area except when loading, unloading or rendering a service. Such vehicles may be stored in residential areas if they are parked in garages. Recreational vehicles and pick-ups are not restricted by the terms of this provision. 6.6 OFFSTREET LOADING: One offstreet loading berth of not less than thirty-five (35) feet shall be provided for every business and industrial use with a floor area of more than ten thousand (10,000) square feet; with one additional berth required for each additional twenty five thousand (25,000) square feet of floor area. 6.7 TEMPORARY STRUCTURES: Temporary structures and trailers used in conjunction with construction work shall be permitted only during the period that the construction work is in progress. Permits for temporary structures shall be issued by the City Zoning Officer for a six-month (6) period, but are subject to the State Uniform Buiiding Code. 6.8 HOME OCCUPATIONS: Any home occupation such as an art studio, dress making, teaching or the professional office of a physician, dentist, lawyer, engineer architect or accountant, may be permitted as an accessory use if it complies with the requirements of this section. The Prior Lake Planning Commission may issue a Home Occupation Permit following a hearing for which abutting property owners have been notified. A. The home occupation shal► be carried on by a member of the family residing in the dwelling unit with not more than one employee who is not part of the family. B. The home occupation shall be carried on wholly within the principal or accessory structures. Section 6, Page 5 C. Exterior displays or signs other than those permitted under Section 6.4 exterior storage of materials and exterior indication of the home occupation or variation from the residential character of the principal structure shall not be permitted. D. Objectionable noise, vibration, smoke, dust, electrical disturbance, odors, heat or glare shall not be produced. E. Articles not produced on the premises shall not be sold on the premises, without a specified permit. F. The home occupation shall not create excessive automobile traffic within the neighborhood. 6.9 MANUFACTURED HOMES: Manufactured homes may be located in a R-4 Mixed Code Residential District under the following conditions: A. Platted - Development in which the entire parcel is to be divided into individual lots to be sold separately shall conform to all requirements of the City for subdivisions as set forth in Title 6 of the Prior Lake City Code. B Unplatted - Manufactured home parks in which sites will be made available for rent shall conform to the P.U.D. Section of the Zoning Code Section 6.11. C. Installation - Approval of Manufactured Housing Developments shall be based upon installation requirements which require an anchoring and support system as defined and approved by the Minnesota Department of Administration, Building Code Division rules for manufactured housing support and tie down systems authorized by Minnesota Statutes Section 327.31 to 327.34, and finished in a color compatible with that of the dwelling. Permits shall be required for the installation or alteration of any dwelling or any accessory building or structure as set forth in Title 4 of the Prior Lake City Code. Section 6, Page 6 6.10 SCREENING: (Ord. 93-02) A. Purpose: 1. The purpose of this ordinance is to estabiish performance standards and minimum requirements for landscaping, buffering, and screening, that will enhance the visual, environmental, and aesthetic character of property and site development within the City. The City Staff, Planning Commission, and City Council, will utilize these standards in the review and evaluation of subdivision and site plans and development proposals. 2. The objectives of these requirements are to establish and maintain forestation of the City; to provide appropriate ground cover vegetation for controlled soil erosion; to preserve and enhance, when necessary, the natural environment, particularly in instances where the natural environment is disturbed during the course of development; and to establish standards for utilization of natural and other materiais to achieve desired screening, buffering, and landscaping. 3. This ordinance sets forth minimum requirements for landscaping, and reforestation and technical limitations to assure that the result is consistent with reasonable maintenance requirements on a long-term basis and to assure that the results provide landscape amenities to the urban environment. 4. This ordinance is intended to provide standards that allow flexibility in design and individual site needs. Designers are encouraged to utilize a variety of site landscape elements (i.e.; trees, shrubs, ground covers, flowers, berms and ground form, fences, walls, existing topography and vegetation, artforms, and other similar items), in creative ways that are aesthetically pleasing yet functional where required. B. Plan Review Standard: Plan review by the City Planning Department will include such items as: choice of materials, especially piantings, to determine if they are functionally appropriate for the intended purpose; hardiness; disease-resistance; compatible choice and mix of materials; do materials complement and/or provide pleasing contrast to on-site and off-site conditions to maintain interest; and other issues as site appropriate. Specific site plans may be required to go beyond the minimum requirements to meet the purpose and objectives of this ordinance due to unique or exceptional circumstances and conditions which are existing or proposed. C. Application: 1. This ordinance applies to all proposed business, industrial, multi-family residential (projects of 3 or more dwelling units per building), public and institutional uses as may be permitted or conditional within their respective zoning districts. This appiies to all new construction within all zoning districts. 2. Existing uses shall also comply with this ordinance (except as exempted in Section (E 5) when a building permit is issued for their expansion. Exceptions include additions in which the ground building footprints in total are under 10% of the existing structures gross floor area or 4000 square feet, whichever is less. Section 6, Page 7 3. The Downtown Redevelopment District as defined by City Council Resolution No. 85-07 shall be exempt from this ordinance. D. General Provisions and Landscape Requirements: 1. To help assure the best possible results, plans must be prepared and certified by a Registered Landscape Architect in the State of Minnesota for: a) business, industrial, public and institutional development projects with sites over 20,000 square feet or gross building area of 4,000 square feet or more, whichever is less; b) multi-family residential projects of 8 or more dwelling units per buiiding. Projects smaller than those identified above shall be prepared by either a Registered Landscape Architect or a professional site planner with educational training or work experience in site analysis and landscape plan preparation. 2. The quantity of plant materials shown on the landscape plans of proposed developments shall meet or exceed the minimums as defined herein. 3. The City requires landscape treatment of the whole site to include the following elements: a) The site perimeter. b) The "entry" focal area(s) of a development (i.e., major entity drives, corner areas, signage locations, and other similar focal points). c) The parking lot landscape. d) Screening of inechanical equipment, exterior storage, loading docks, trash storage, or visual clutter as identified by the City in the plan review process. 4. The plant materials used must meet or exceed the City standards of size and specie in order to qualify for credit towards the landscape requirement. Additional plant materials smaller than required herein may be appropriate and necessary to achieve the design effect. 5. Preservation of existing vegetation on site, if it can successfully be incorporated into the landscape plan, is encouraged and will be credited toward the landscape requirement. Existing plant material must meet or exceed the City standard in order to qualify for a one to one substitution credit. 6. Plantings at street intersections shall not block visibility within a clear view triangle. 7. Plantings shall not interfere with drainage patterns, create unreasonable conflict with utilities (i.e., frequent pruning near overhead power lines, etc.) or restrict access to any utilities. 8. Landscape coverage shall be defined as all ground areas surrounding the principal building and accessory buildings which are not garden areas, driveways, parking lots, sidewalks or patios. All ground areas shall be landscaped with grass, shrubs, trees or other approved ornamental landscape material. Section 6, Page 8 � E. Calculation of Requirements, Credits and Sizes: 1. The planting requirement shall be the sum of the following separate requirements. These formulas are only intended as a method to generate a quantitative performance level and not a design instruction. Creativity of design is encouraged to provide specific solutions. a) Perimeter Tree Calculation: Business/Industrial/Public/institutional sites shall contain, at a minimum, the greater of: 1. 1 tree required per 40' of site perimeter, or 2. 1 tree per 1000 square feet of gross building area. Multi-residential sites shall contain, at a minimum, the greater of: 1. 1 tree per dwelling unit, or 2. 1 tree required per 40' of site perimeter. b) Entry Plantings: Each "entry" and focal area. (see Section D 3b), of a development shall be treated with landscape development (trees, shrubs, etc.). No numerical requirement of plants is provided, but the landscape plan shall reflect the proposed treatment. Trees required on the perimeter caiculation are not applicable to this design feature. c) Parking Lot Landscape: As identified in Section (F) 1- 5, parking lot islands and screening shall be provided. No numerical requirement of plants is provided, but use of canopy trees to provide shade and shrubs to soften the internal sight lines and screen small storage areas is required. d) Other Screening: As identified in Section (G) other screening shall be provided. No numericai requirement of plants is provided. The perimeter tree planting requirement may be used to provide trees for this purpose, but their effectiveness shall be as described in Section (F)4.b). 2. Plant Sizes: Plants provided by the developer as credit for meeting the landscape requirement shall meet the following size criteria: a) Deciduous Canopy Trees: 2 1/2" caliper B& B(at 6" above ground). b) Coniferous Trees: 6' high B& B c) Others: 1. Ornamental or half trees: 1 3/4" caliper B& B(can substitute for canopy trees at a ratio of 2 ornamental/half trees for 1 canopy tree). 2. Other shrubs: No minimum, except that they must meet the stated purpose (screening, etc.). d) All plantings shall be appropriate to the hardiness zone and physical characteristics of the site. They shall conform to the size and quality standards in the most current edition of the American Standard for Nursery Stock as published by the American Association of Nurserymen. e) All deciduous trees proposed to meet the minimum requirements shall be long-lived, hardwood species. A list of desirable and prohibited plant material species is incorporated in this ordinance and will be maintained Section 6, Page 9 and kept on file with the City Planning Department. f) The complement of trees fulfilling the minimum requirements shalf typically not be less than 25% deciduous and not less than 25% coniferous to maintain a mix of plant types. Any proposed modification to this requirement will consider the site specific design solution if site conditions are deemed appropriate and other functional requirements (screening, etc.) are met. g) Installation will be in accordance with professional horticultural standards as established in the most current edition of the Landscape Construction Reference Manual as pubiished by the American Nursery and Landscape Association. 3. Credits for Existing Materials: The developer may request credit for plant materials preserved on site provided the developer has demonstrated that the plant material has been accurately identified by specie and location on a survey. The plant materials correct location shall also be shown on the grading plan with appropriate measures to ensure their protection and survival (i.e.; snow fence barrier, appropriate distance to tree base and root structure, pruning, watering, mulching, root protection/pruning, timing, fertilization, tree removal plan/techniques, disease prevention, method to prevent soil compaction over root systems, etc.). This tree protection/preservation plan should be prepared by a qualified forester, Registered Landscape Architect, or arborist. a) Existing trees must conform to the minimum size requirements (identified in 2 above) to be credited. b) Plants must be of approved species as currently recorded by the City as appropriate materials. Weak wooded and disease prone species are not suitable for credit. c) The extent of credit will be based on staff review of data (plans and narrative) presented by the developer. Criteria will include type of material, size, quality, location and extent of site coverage. 4. Variation of Plant Sizes: a) For all landscape plans, at least 10% of the coniferous and/or deciduous canopy trees must exceed the minimum size (to 8' high and 3 1/2" caliper B& B respectively) to establish some diversity in size. b) For multi-family projects, 20% of the required plants shall be of the larger sizes. These plants shall be used in the areas for strategic screening, softening of buildings, focal point enhancement, adjacent to recreational areas for shade, etc. F. Parking Lot Landscape: 1. To avoid undesirable monotony, heat, and wind associated with large parking lots, such lots shall have lineal and row end internal landscaped island/traffic delineators in addition to any required traffic safery islands. Landscape islands shall be at least 5% of the paved parking lot area in excess of 6000 square feet. Section 6, Page 10 A parking island is considered to be 9' x 18' or 162 square feet (equivalent of one parking stall), although the shape and location will be a design option of the developer. The minimum width shall be 6 feet. 2. Industrial storage yards, outdoor retail display areas or similar type areas are exempted from the parking lot island requirement. 3. Landscaping of parking lot islands shall include some combination of mulch, lawn, shrubs and/or trees. The intent is to provide shade, focus or promote traffic patterns, (define drive aisles and rows of parking), limit rows of visually uninterrupted parking stalls to a maximum of 180 feet, soften ground level views, yet maintain appropriate visibility for safety. 4. Parking lot screening shail be provided on the perimeter of any new parking lot. a) Screening shall be provided using a combination of shrubs, coniferous trees, fencing, berming, etc., to minimize the effect of headlights and reflected light from bumpers, grills, and headlights. Screening must attempt to address at least 60% of the perimeter where views of the parking lot could originate. b) Effectiveness of the screening shall be 80% opacity year-round. c) Berming must achieve a 30" height to provide 80% opacity on 3' high screening. (Berms cannot be used as the only method of screening. They must be used in combination with other elements.) d) Plant materials must be spaced no more than 30" apart on single rows of deciduous shrubs, 48" apart on double staggered rows of deciduous shrubs, with initial planted height of at least 2' (spacing may vary, subject to species used). e) Coniferous trees must be placed no further than 8' apart, to be counted as screening. 5. All parking lot islands or landscape areas shall be separated from the parking surface by cast in place concrete curbs or an equal or better standard. Bituminous or precast concrete curbs or similar curbs are unacceptable. Curb will not be required for existing uses that are required to comply with this ordinance (Section C-2) unless more than 50% of the existing parking or paved area will be reconstructed to accommodate drainage or general maintenance. G. Other Screening: Developers shall make design efforts to fully screen service areas, trash storage, loading, mechanical equipment, and other similar areas, from view by the general public or adjacent residential areas. The screening provisions for parking lots shall be followed except that berming heights must be increased to a minimum of 4' with an overall effective screening height of 6'. (Berms cannot be used as the only method of screening. They must be used in combination with other elements.) Each site will be evaluated as to its specific needs and solutions which may exceed these minimum standards. Section 6, Page 11 H. Grounds and Lawns: 1. All areas must be finished off with a stable landscape (trees, shrubs, turf, mulch, etc.) or hard constructed surface (concrete, bituminous, pavers, etc.). No site areas can be left unfinished or subject to erosion. Landscape rock or bark/wood chip mulch may be substituted for sod in shrub and flower planting beds and building maintenance strips. 2. All lawn areas and drainage swales shall be sodded. At least a 2-foot width of sod shall be provided between all paved/curbed areas and seeded/natural/native areas to provide a finished edge and control erosion. Seeding or reseeding is allowed for less visible or large and remote portions of a site that are unused or subject to future development. Seed mixes could include prairie grass or other appropriate low-maintenance mixes. Athletic fields may be seeded. 3. Slopes in excess of 3:1 will not be allowed in areas intended for maintained turf. Slopes of up to 1:1/2:1 may be allowed with a slope stabilization plan approved by the City; otherwise terracing and/or retaining walis will be required. 4. All areas to be lawn and landscaped shall have a built-in irrigation system. An irrigation plan shall be required at the time of obtaining the building permit. This plan shall indicate the overlapping pattern, head type, controi type and location, source of water and connection method. The system plan shall be prepared by a qualified designer with experience designing systems for similar uses (project type and size). Permanent underground irrigation is not required for existing, new or re-established natural or native plant communities. 5. Undisturbed areas containing existing viable natural or native vegetation shall be maintained free of foreign or noxious plant materials. Top seeding or enhancement of these areas should occur as needed and appropriate to fill in thin areas and revitalize the existing vegetation. I. Maintenance Standards: 1. All cultivated landscape areas shall be maintained by the property owner to present a healthy, neat and orderly area. This shall include: a) Maintain a healthy, pest-free condition. b) Remove dead, diseased or dangerous trees or shrubs or parts thereof. c) Provide appropriate pruning per National Arborist Association and American Nurserymen Association Standards. d) Mowing and/or removal of noxious weeds and grasses. e) Remove trash and other debris. f) Watering to ensure plant growth and survival. 2. Natural or native plant communities shall be managed in order to maintain the plant community for the purpose that it was preserved or created. This includes trimming as needed of all noxious vegetation and long grasses, removal of trash or other debris and other horticulturally appropriate maintenance methods for the specific type of plant community. Section 6, Page 12 J. Performance Guarantee: 1. All plants shall be guaranteed by the developer for one year after total project acceptance. 2. The irrigation system shall be guaranteed for one year concurrent with the plant guarantee. This will assure one winter season with a fall shut down and spring start-up. 3. The developer shall notify the City prior to total project acceptance, for City concurrence on the acceptability of the complete landscape and irrigation system installation. The City shall issue a letter accepting the landscape and irrigation system installation and therein fixing the date for guarantee purposes. 4. The developer shall post a letter of credit with the City for the complete landscape and irrigation system installation when the buiiding permit is issued (plants, irrigation, mulch and edgers). The letter of credit shall be held by the City and used, if necessary, to effect satisfactory completion of the project in the event of incomplete or failed work. The value of the letter of credit shall be 125% of the estimated construction costs for plants, irrigation system, mulch and edgers. 5. Release of the letter of credit shall occur on the date that the City has reinstated and accepted the landscape and irrigation system and notified developer in writing of such acceptance. Such release date shall not be earlier than ten (10) days prior to the expiration of the plant guarantee specified in paragraphs (J) 2 and (J) 3 above. K. Submission Requirements: 1. Landscape plans must be drawn to scale, show all proposed plants, quantities and sizes, seed/sod areas/limits, etc. The plan(s) must include the entire project area. Include project name, developer, Registered Landscape Architect or landscape designer, architect, dates, existing site conditions (topography, vegetation, ponding areas or water bodies, utilities, boundary data, walks, etc.), proposed site conditions, (grading plan, tree preservation/protection plan, etc.), site lighting, off site conditions approximately 100 feet beyond the site, and other site conditions that would be expected to affect landscaping. 2. Calculations to evaluate compliance with the ordinance provisions including: area in square footage and percentage in total area for building, parking lot (including driveways), landscape areas and total area; and quantities of trees and shrubs required and planted or preserved. 3. Supportive plans, details, written narrative notes, cross-sections or other information as may be required by the Planning Staff that is reasonable and necessary to demonstrate the design intent and general compliance with this ordinance, including, but not limited to, items listed under Section (C) 2. 4. Fifteen copies of all plans shall be submitted. L. Screening shall be required in residential zones where any offstreet parking area contains more than six (6) parking spaces and is within thirty (30) feet of an adjoining residentiai lot line. Section 6, Page 13 M. Where any business or industrial use (structure, parking or storage) is adjacent to property zoned or developed for residential use, that business or industry shall provide screening along the boundary of the residential property. Screening shall also be provided where a business or industry is across the street from a residential zone, but not on that side of a business or industry considered to be the front as determined by the Zoning Officer. N. The screening required herein shall consist of a solid fence or wall not less than five (5) feet nor more than six (6) feet in height but shall not extend within fifteen (15) feet of any street or driveway opening into a street. The screening shall be placed along the property lines or in case of screening along a street, fifteen (15) feet from the street right-of-way with landscaping (trees, shrubs, grass and other plantings) between the screening and the pavement. Planting of a type approved by the Zoning Officer may also be required in addition to or in lieu of fencing. O. Where planting is required a landscape plan shall be prepared including complete specifications for plant materials and other features. The Zoning Officer may issue a temporary Zoning Certificate for the principal building on a project before full completion of planting or fencing, if such items cannot be furnished at the same time as the building. Temporary Zoning Certificates shall be good for one (1) year and shall not be renewable. As soon as the screening is completed, the temporary certificate may be canceiled and a permanent Zoning Certificate issued. If any portion of the required pianting and fencing is not complete within one (1) year, the Zoning Officer shall cause all use of the premises to be stopped. P. In all districts, a fence six (6) feet high or shorter may be erected on the rear lot line, the side lot lines and return to the nearest front corner of the principal building. In residential districts, a fence not exceeding forty-two (42) inches in height and having an opacity of not more than twenty-five percent (25%) may be erected on the front lot line and the side lot lines forward of a line drawn across the front line of the principal building. Fences shall not be permitted in any right-of-way. Fences shall be constructed in a professional, aesthetically pleasing manner, be of substantial material and reasonably suited for the intended purpose. Every fence shall be maintained on both sides in a condition of good repair and shall not remain in a condition of disrepair or danger, or constitute a nuisance, public or private. (Ord. 91-03) Q. In ail Zoning Districts, waste material, debris, refuse or garbage shall be kept in a container enclosed by a wall which is visually compatible with the principal building it serves. R. Roof-mounted mechanical equipment installed on buildings shall be screened from ground level observation at all points on adjacent streets or property. The screening must be visually compatible with the building it serves. S. In all situations where fences are utilized, either optional or required, that side of the fence considered to be the face (facing as applied to fence posts) shall face abutting property. T. On corner lots in residential districts, no structure or planting in excess of one (1) foot above street centerline grade, except fences that meet the requirements of Section 6.10E for front yard fences, shall be permitted within a triangular area defined as follows: Section 6, Page 14 Beginning at the intersection of the projected property lines of two intersecting streets, thence forty (40) feet along one property line, thence diagonally to a point forty (40) feet from the point of beginning on the other property line thence to the point of beginning. (Ord. 91-04) Section 6, Page 15 SPECIFICATIONS - MAINTENENCE BUILDING - THE WILDS - PRIOR LAKE, MN. SECTION TITLE PAGE TABLE OF CONTENTS 1. Generai Requirements 1 1.1 General Conditions 1 1.2 Special Conditions 1 2. Site Work 3 2.1 Clearing and Grubbing 3 2.2 Site Grading 3 2.3 Stabilized Base and Bituminous Surfacing 3 2.4 Striping 4 2.5 Seeding and Landscaping 4 3. Concrete 5 3.1 Concrete Form Work 5 3.2 Concrete Reinforcement 5 3.3 Cast-In-Place Concrete 6 3.4 Placing and Curing 6 3.5 Precast Concrete Slab 6 4. Masonry 7 4.1 Scope 7 4.2 Masonry Materials 7 4.3 Workmanship 8 4.4 Clean-up $ 4.5 Caulking 8 5. Metals 9 5.1 Structural Steel 9 5.2 Miscellaneous Iron 9 5.3 Steel Joist 9 5.4 Steel Erection 1 0 5.5 Metal Deck � 1 5.6 Metal Deck Erection 1 1 6. Carpentry 1 2 6.1 Rough Carpentry 12 6.2 Finish Carpentry 12 6.3 Millworic 13 7. Moisture Protection 1 4 7.1 Roofing & Steel Metal 14 7.2 Sealants and Caulking 14 SPECIFICATIONS MAINTENENCE BUILDING — THE WILDS — PRIOR LAKE, MN. SECTION TITLE PAG E 8. Doors, Windows and Glass 1 5 8.1 Hdbw Metal 15 g.2 Fnish Hardware 15 8.3 Windows 18 8.4 Glass and Glazing 18 8.5 Aluminum Doors and Frames 18 8.6 Overhead Door 19 9 . Finishing 2 0 9.1 Gypsum Drywall 20 9.2 Acoustical Treatment 20 9.3 Resilient Flooring 21 9.4 Painting 22 9.5 Ceramic Tile 22 9. 6 Carpet 2 2 10. Specialties 2 3 10.1 Metal Toilet Partitions 23 10.2 Roof Hatch 23 10.3 Dock Equipment 23 1 5. Mechanical 2 4 15.1 Plumbing 24 15.2 Heating, Ventilating & Alr Conditioning 27 15.3 Automatic Sprinkler Fire Prevention System 31 16. Electrical 3 2 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 1. GENERAL RE�UIREMENTS 1.1 General Conditions A. Intent - This specificatbn and the accompanying drawings are complementary, and what is called for by either shall be as binding as 'rf called for by both. It is the intent of these specifications and the drawings to include all labor, materials, equipment and transportation necessary for the proper execution and completion of the entire project. Each of the Contractors, Subcontractors, and Material Suppliers working under the spec'rfications and the drawings shall turn over his portion of the project in a complete operating condition irrespective of whether the drawings or the specrfications, or both, cover each individual item in minute detail. IT IS INTENDED THAT THIS SECTION OF THE SPECIFICATIONS SHALL APPLY TO ALL OTHER SECTIONS OF THE SPECIFICATIONS AND TO THE GENERAL CONTRACTOR, SUBCONTRACTORS AND MATERIAL SUPPLIERS WORKING UNDER SEPARATE SECTIONS. B. Schedules - It is intended that this project shall be completed no later than DATE In the event that any Subcontractor or Material Supplier would delay his work, or that of other contractors, so that the completion of the entire project would not be possible p�wr to _ liquidated damages in the amount of $100.00 per day may be assessed against the responsible party. C. Guarantees - It is understood that all Contractors and Subcontractors shall guarantee their work for ONE YEAR BEYOND THE COMPLETION OF THE PROJECT. This guarantee shall include all materials and workmanship incorporated into the building. D. Tests - The owner shall have the right to perform independent tests on all material and equipment furnished for the project. E. Permits, Licenses, Notices - The General Contractor, each Subcontractor and each Material Supplier shall give to the proper authorities all notices as required by law, relative to the work in his direct charge or responsibility, obtain and pay for all official building permits, licenses for water, temporary enclosure, obstructions or excavations in public streets, etc. 1.2 Special Conditions A. Scope - The scope of the work outlined herein and shown on the drawings is intended - that the General Contractor, all Subcontractors and Material Suppliers shall fumish all labor, materials, equipment, tools, skill, transportation, etc. necessary for the complete construction of the new building. 1 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. B. Insurance - The following type and amounts of insurance shall be carried by all Subcontractors and the General Contractor; 1. WORKERS' COMPENSATION Statutory by state Empbyers Liability $100,000 2. COMPREHENSIVE GENERAL LIABILITY (including contractual and completed operations) Personal Injury $500,000 each occurrence Property Damage $500,000 aggregate 3. AUTOMOBILE LIABILITY Bodily Injury $500,000 each person $500,000 each occunence Property Damage $100,000 each occu�rence Combined Single Limit $500,000 each occurrence During the course of construction, the General Contractor shall also effect and maintain Builde�'s Risk insurance on an "all risk" basis upon the entire wor{c to be performed, for 100% of the insurable value thereof. Any loss shall be payable to the General Contrador as trustee for itseff and Owner, as their respective interests may appear. C. The General Contractor shall supply all temporary utilities, temporary office, temporary toilet, and temporary telephone. D. Protection - During the construction of the project, the General Contractor and each Subcontractor shall provide all heat, fuel and service necessary to protect the work and materials against injury from dampness and cold. E. Temporary Heating - The General Contractor and each responsible Subcontractor shall provide approved temporary heating devices, electrical power, adequate and proper fuel, fire, enclosures, etc. for the work of his trades for the temporary protection of his materials and workmanship. The General Contractor and all Subcontractors shall cooperate fully to enclose the building as promptly as possible. F. Clean-up - Each Subcontractor shall remove all of the debris resulting from his work from the work area in orrler that a safe and neat work area is available at all times. Upon completion of his work, he shall remove all rubbish from and about the building, all his tools, scaffolding, and surplus material and shall leave his work broom clean. G. Request for Payment - All Subcontractors'requests for payment for the previous 30 days must be received in the office before 5:00 P.M. on the 25th. day of each month. Requests received after this time will be processed in the following pay period. 2 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 2. SITE WORK 2.1 Clearing and Grubbing All trees and shn�bs shall be rooted out and removed from the developed portion of the site. Remove tree stumps to a minimum of 24 inches below ground surface. 2.2 Site Grading A. Grading - Remove organic materials from the building area. Compact foundation support to a minimum of 92% Modified Proctor or as indicated in the soil report. Grade all areas according to plan with a tolerance of one inch plus or minus. Grade the site to afford maximum drainage away from the building. B. Excavating and Backfilling - Excavate footings to the elevations indicated on the Drawings. Keep excavations free of water. Bac�ll when foundation walls are up to grade. Avad damage to walls. Brace dodc walls as neccessary to avoid damage. C. Backfill on the interior of the building shall be granular and compacted to a minimum of 92% Modified Proctor or as indicated in the soil report. Apply backfill in compaded I'ifts of 9 inch maximum depth. D. Topsoil - Obtain from storage pile on site and spread to minimum of 6 inches depth in all areas to be seeded. 2.3 Stabilized Base and Bituminous Surfacing Scope - Furnish and place bituminous surfacing in accordance with the Drawings. It is the responsibility of this subcontractor to insure that the subgrade is shaped, compacted and rolled before placing base materials. Material shall conform to Minnesota Highway Commission Spec'rfications, Section 2341. Place, compact and roll smooth (see soil report) Class V base material to insure proper drainage. Thickness of base and bituminous shall be as shown on the Drawings. 2.4 Striping Stripe lot as indicated on the Drawings. Paint shall be approved by City Traffic Engineer. 3 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 2.5 Seeding, Sod and Landscaping A. Seeding - The scope of seeding as listed below: 1. Fine grading of the topsoil in all areas to be seeded. 2. Seeding and fertil¢ing in all areas as shown on the plans. 3. Seed - Kentucky Fescue, 30 grade #1, 100% proportion by weight, 98.8% purity and 95% germination. 4. Fertilizer - Commercial grade, 6/12/12 formula, conforming to applicable State fertilizer law. B. Sodding - Scope of sodding as listed below: 1. Fine grade topsoil placed by others. 2. Lay sod as shown on the plans. C. Landscaping - Scope of landscaping: 1. All trees, shrubs and other landscaping as shown on landscape or site plan. 2. Trees and shnabs shall be watered adequately at time of planting. 3. WarraMy - All plantings will be waRanted for a period of one year after planting. 4 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 3. CONCRETE 3.1 Concrete Form Work A. Soope - Included here are all forms for footings, piers and walls. B. Material - Wood, metai or other approved material. Wood fomis shall be of sound, clean lumber, free from holes and defects. Form exposed concrete with smooth new ptywood or steel. C. Workmanship - Forms, where required, shall conform to the shape, lines and dimensions of the members as called for on the Drawings and shall be substantial and sufficiently tight to prevent leakage of mortar. Properly brace and tie together forms to maintain position and shape when under load of fresh conc�ete. Do not remove forms until concrete has hardened sufficiently. 3.2 Concrete Reinforcement A. Scope - Included here is all labor, equipment, and material necessary for furnishing and placing concrete reinforcing. B . Materials 1. Reinforcing steel meeting the requirements of the standard spec'rfications for billet steel concrete reinforcing bars ASTM- Af19 Grade 40 for #3 &#4, Grade 60 for larger than #4. 2. Reinforcing mesh conforming to ASTM-A-82 and sized as indicated on the drawings. 3. Spacers, chairs, etc., as required. Materials to be free of excessive rust, loose scale or other coatings which would reduce or prevent bond. C. Worlvnanship - Place reinforcing steel as indicated on the Drawings and adequately secure in position by concrete, metal chairs or spacers. The clear distance between parallel bars must not be less than 1-1/3 times the maximum size of aggregate, or less than one inch. Splice re;nforcing steel by lapping a minimum distance of 20 bar diameters, but not less than 13 inches. All reinforcing shall have a minimum concrete covering as follows: Footings: 3 inches Surfaces exposed to weather or in contact with ground: 2 inches for bars larger than #5 and 1-1/2 inch for #5 or smaller. Surfaces not exposed to weather or ground: 3/4 inch for slabs and walls ; 1-1/2 inch for beams and girders. 5 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 3.3 Cast in Place Concrete A. Scope -Included here is the complete construction of all concrete footings, walls, floors, oolumns, piers, topping of precast, exterior platforms, stairs, sidewalks, setting of anchor bolts, grouting of base plates and other work as indicated on the Drawings. B. Materials 1. Po�tland Cement oonforming to ASTM -C-150, Type I or Type II I. Air entraining Portland Cement conforming to ASTM-C-175, Type IA. Air Entraining agents conforming to ASTM-C-260 may be used in lieu of air entraining cement. 2. Fine aggregate consisting of clean, hard, natural sand conforming to ASTM-C-33. Coarse aggregate conforming to ASTM-C-33 graded in accordance with Table II, with maximum aggregate size of 1-1 /2 inch for footings, 3/4 inch for slabs, columns, and beams, 3/8 inch for toppings. 3. Water shall be clean and drinkable. 4. Expansion joint fillets shall be non-extruding resilient, bituminous type, conforming to ASTM- D-1751. 5. Cure-Seal shall conform to ASTM-C-309 Type I and ID, or approved equal. 6. Concrete shall have a minimum compressive strength of 3000 psi at 28 days. All concrete for exterior work, such as sidewalk, curbs, driveways, and steps, shall be air- entrained concrete, 3500 psi in 28 days. Air content to be 6%-8%. Concrete shall be ready maed in accordance with ASTM-C-94. Maximum slump used for floors, walks, and pavements 3 inches. Maximum slump for concrete used for all other work 4 inches. Submit moc designs. 3.4 Placing and Curing Deposit concrete continuousty at a rate that assures concrete which is being integrated with concrete that is still plastia All concrete shall be within 1/4 inch of a 10 foot straightedge placed anywhere on the slab surface. Protect newly placed cocrete from premature drying. Apply cure-seal per manufacturers instructions. 3.5 Precast Concrete Slab ' Furnish and install precast concrete units as indicated on the Drawings Acceptable manufacturers: Spancrete Midwest, Bladholm Brothers, FabCon or Molin Concrete Products. Complete erection and detail drawings shall be provided by this Subcontractor. These drawings shall include all details showing methods of attachments to be used. 6 SPECIFICATIONS MAINTENANCE BUILDING - THE WILDS - PRIOR LAKE, MN. 4. MASONRY 4.1 Scope Fumish and install all masonry indicated on the Drawings and specrfied herein.including but not limited to the following material: mortar; sand; block; concrete for filled cores, bond beams and pilasters; reinforcement for pilasters and bond beams; masonry lintels. This Subcontractor shall install the followi�g material fumished by others: angle lintels; steel lintels under 500 pounds; imbedded sleeves; anchor bolts; etc. 4.2 Masonry Materials A. Concrete Masonry Units - Modular, hollow load bearing units conforming to ASTM-C-90, Grade N, Type I. All units exposed to view shall be of unrform texture, square, and with no broken edges or corners. Sand and gravel concrete block shall be used for all masonry walls below grade or in contact with the earth. Units shall be thoroughly cured with not more than 40% moisture content when delivered to the job. B. Lightweight Block - Block conforming to ASTM-C- 90, Grade N, Type I aggregate conforming to C-331. Units shall be load bearing modular sizes and shapes as required. Block shall contain not more than 40% moisture when delivered to the job. C. Concrete Brick - Brick for backup and for use as structural support and bearing of structural steel and bar joist conforming to ASTM-C-90. D. Clay Brick - Brick as selected by the Owner E. Masonry reinforcement - Durowall ladder or truss type, made of galvanized steel wire with longitudinal wires, not less than 9 gauge and cross wires not less than 12 gauge.or approved equal. F. Control joint filler -Regular section manufactured by Keywall or approved equal. G. Proporrtion mortar by volume and mix to proper consistency with uniform color throughout. Retempering or the use of antrfreeze materials will not be permitted. 1. Type M mortar shall be used for all masonry work bebw grade or in contact with the earth and shall be composed as follows: one part Portland cement, one quarter part lime, and three parts sand; or one part Portland cement ,one part masonry cement, and six parts sand. 2. Type S mortar shall be used for all exterior masonry above grade and shall be composed as follows: one part Portland cement, one haff part lime, and four and one half parts sand; or one half part Portland cement, one part masonry cement, and four and one half parts sand. 3. Type N mortar shall be used for interior masonry and shall be composed as follows: one part Portland cement, one part lime, and six parts sand; or one part masonry cement and three parts sand. 7 _. . . SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 4.3 Workmanship A. Build masonry walls true and plumb,to the thickness and bond or pattem indicated on the Drawings. Where no bond or pattern is indicated, lay masonry in running bond. Protect concrete masonry units against wetting prior to laying in the wall. Masonry units shall be dry when laid. All workmanship shall be of the highest qualiry. B. Reinforce all masonry walls. Place masonry reinforcement for running bond block walls in first and second bed joints above and below openings, and in every third bed joint throughout the remainder of the wall. Lap masonry reinforcement at splices a minimum of six inches. Cut and bend masonry reinforcement to the proper angle at all corners. Masonry reinforcement shall not be continuous through vertical control joints. C. Mortar joints shall be 3/8 inch thick with full mortar coverage on vertical and horizontal face shells. Strike morar joints off flush with wall surface and tool concave when practically set, unless indicated otherwise on the Drawings. 4.4 Clean-up After completion of the masonry work, clean and wash down all exposed masonry surfaces to remove all excess mortar. 4.5 Caulking Caulk all contraction and expansion joints, door joints, etc. with Mono-Lastro-Meric or equal. (see Section 7.2) 8 SPECIFICATIONS MAINTENANCE BUILDING - THE WILDS - PRIOR LAKE, MN. 5. METALS 5.1 Structural Steel A. Scope - The structural steel supplier shall supply all beams and masonry angle linteis as required and shown on the plans. All structural steel shall have paint applied before delivery. Anchor bolt settings, erection details, fabrication and erection shall conform to the American Institute of Steel Construction_ B. Materials 1. Structural steel and pipe shall conform to ASTM -A-36. 2. Structural steel tube shall conform to ASTM-A-46 3. Standard bolts shall conform to ASTM -A-307. 4. High strength bofts shall conform to ASTM -A-325 or A-490. C. Workmanship - Fabricate structural steel in accorcJance with A.I.S.C. Specrfications for the Design, Fabrication and Erection of Structural Steel for Buildings", herein after referred to as A_I.S.C. Spec'rfications. Provice OSHA holes as per standards. Connections shall be standard connections in accordance with Table I and IV of the A.I.S.C. Manual of Steel Construction, unless detailed otherwise. Tension control bolts to be used. Shop connections shall be welded and field connections shall be bolted except when field welding is indicated on the Drawings. All welding shall be done by AWS cert'rfied welders. After fabrication clean all steel and accessories of loose mill scale, loose rust, weld slag or flinc, dirt and other foreign matter and paint with one coat of red oxide. The use of asphaftic base paint will not be permitted. D. Shop Drawings - Submit four copies ofshop drawings, showing fabrication details and erection plans for approval prior to fabrication. Approval of shop drawings will be for size and arrangement of inembers and connections only and shall in no way remove the responsibility of design, detailing and fabrication from this Subcontractor. 5.2 Miscellaneous Iron A. Scope - Furnish all miscellaneous iron work, including all ladders, pipe rails, nosings for concrete stairs, and other miscellaneous metals indicated on the Drawings. ' B. Materials, workmanship and shop drawings same as Structural Steel. 5.3 Steel Joists A. Scope - Fabricate all steel joists as indicated on the Drawings and specrfied herein, including bridging, anchors, and necessary accessories. B. Material - Steel joists shall be open web type which carry the designation and meet the requirements of S.J.I. All accessories, including joist, wall and beam anchors, bridging and bridging anchors and extended ends shall be in accordance with manufacturers' 9 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. � standards and shall meet the requiremerrts of S.J.I. specrfications. Provide OSHA holes as per standards. C. Wor{onanship - Fabricate joists in a�e with "Standarci Specifications for Open Web Joists', published by the Steel Joist Institute, latest edition, hereinafter referred to as S.J.I.Specs. D. Shop Drawings - Submit four copies of shop drawings showing the number, type,locations, spacing, sizes and anchorage of all joists, type of shop paint and details of all necessary accessories for approval prior to fabrication. 5.4 Steel Erection A. Scope - Erection of all structural steel, steel bar joist, and hoisting of the metal deck to the roof. B. Materials - As specifiied in Sections 5.1, 5.2 and 5.3. C. Workmanship 1. Structural steel: Erect structural steel in accordance with current specfications for Design, Fabrication, and Eredion of Structural Steel for Buildings and Code of Standard Practice of Steel Buildings and Bridges of the American Institute of Steel Construction. 2. Welding - Weld in conformance with the Code for Ar�c and Gas Welding in Building Construction of the American Welding Society. Clean exposed field welds by power grinding. 3. Supervision - Provide a responsible foreman who will remain in charge until completion of steel erection. Provide qualrfied personnel trained in the type of steel erection required on the project. 4. Shop Drawings - Erect structural steel according to approved shop drawings. Any steel improperly erected shall be conected at the expense of the steel erector. 10 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 5.5 Metal Deck A. Materials - Steel roof deck: Designed and manufactured in accorclance with the "Basic Design Specrfications for Steel Roof Deck Construction ", as adopted by the Steel Deck Institute. Steel roof deck shall be a minimum of 1 1/2 inch deep and 22 gauge thick, designed to carry a load of 55 pounds per square foot when used in a 6' 0" span condition. Deck to have minimum flute opening of 1-3/4 inch. Furnish all necessary accessories such as closer plates, cant strips, and ridge and valley plates as required to provide a finished surface for application of insulation and roofing. B. Shop Drawings - Submit fou� copies of shop drawings showing layout and erection of metal deck work, for approval pnor to delivery. Metal deck shall be manufactured by a member of the Steel Deck Institute, or an approved manufacturer. 5.6 Metal Deck Erection A. Scope - lnstallation metal roof deck. B. Worlcmanship - Fasten roof deck to supporting steel by securely welding the bottom of the rib to all structural suppotts at maximum spacings of six inches on the lap portion and twelve inches on the intermediate spans. All welding shall be done by competent welders in strict accorclance with deck manufactu�ers' specifications and instructions. All end laps shall be a minimum of two inches and centered directly over supports. Tack weld accessories in place. Install an intermediate screw at laps when joist spacing is greater than six (6) ft. on center. 11 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 6. CARPENTRY 6.1 Rough Carpentry A. Scope - Furnish ali labor and materials to complete the rough carpentry, including all blocking, curbs, cants, installation of holbw metal frames, furring and insulating exterior walls. B. Material 1. Framing lumber and bbcking : Douglas Fir kiln dried. 2. Roof curbs : 2" X 12" Douglas Fir kiln dried. 3. Insulation : Expanded Polystyrene o� approved equal. 4. Rough hardware: Anchor bolts, nails, screws, and other miscellaneous harclware materials shall be standard grade items . C. Workmanship 1. Accurately cut and adequately fasten framind and blocking lumber. 2. Set hollow metal door frames plumb, square and braced to avoid movement during installation of the masonry walls. 3. Install aluminum window frames in accordance with the approved shop drawings. 6.2 Finish Carpentry A. Scape - Fumish labor and material necessary for the complete installation of the finished carpentry, including the installation of hollow metal doors, hardware, millwork, wood doors, pre-finished paneling, and cabinets as indicated on the Dawings. - B . Material 1. Ffasteners, anchors, etc: Standard commercial grade with sufficient strength to complete the installation. 2. Paneling must be fitted. Miter all comers of trim. ' 3. Fasten cabinets to walls and floors as indicated on the Drawings. 12 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 6.3 Millwork A. Scope - Fumish all finish millworic items and trim to the job site in accordance with the Drawings. B. Material 1. Hollow core doors : Stain grade oak or birch veneer. 2. Solid core doors: Stain grade oak or birch veneer. with hardwood edges and pre- machined for hardware. 3. Vanities and oounter tops shall have laminated plastic tops and edges. Colors shall be submitted for approval. 4. Window trim : Birch unless othervvise noted. C. Workmanship 1. Delever cabinets to the job site i� single piece units whenever possible. 2. Cabinet worlc shall have metal or plastic drawer guides. 3. Install cabinet harciware before delivery whenever possible_ 13 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 7 MOISTURE PROTECTION 7.1 Roofing and Sheet Metal A. Scope - Furnish and install roofing, flashing and sheet metal as indicated on the Drawings. Furnish and install all base and counterflashing necessary for the complete installation of the roofing material, including all flashing necessary to flash in sleeves and holes through the roof by other contractors. (See section 5.6 also)(See 10.2 for Roof Hatch) B. Materials 1. Roof shall be _ ply, _ year type, dead level asphalt and gravel application over rigid insulation to provide a"U" value or thickness as shown on the plans. 2. Sheet metal : 3. Roof hatch - See section 10.2 C. Workmanship 1. Roofing shall be installed in the fashion recommended by the roofing material supplier for a _ year installation. 2. Install sheet metal in a permanently watertight manner with neat appearance and watertight mechanical connections and joints. D. Guarantee - The Subcontractor is to supply his own _ year guarantee to the General Contractor and to the Owner against roof leakage due to defective workmanship or materials. 7.2 Sealants and Caulking A. Scope - Caulking around doors, windows, at control joints, or wherever sealants a�e required. B. Material - Caulking shall be non-hardening plastic material designed for its purpose - "Tremco" or equal. Color to be chosen by Owner. C. Workmanship - Caulking shall be installed neat, straight, smoothly concave. Surfaces receiving caulking must be clean and dry for good adhesion. Apply as directed by the caulking manufacturer. 14 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 8 DOORS WINDOWS AND GLASS 8.1 Hollow Metal A. Scope - The General Conditions shall apply to all woric of this section. All interior and exterior hollow metal doors and frames, including labeled metal doors and frames are covered under this section. B. Materials - All holbw metal frames shall be 16 gauge hollow metal, prepared for 1-3/4 inch thick doors unless otherwise shown. Suitable anchors for jambs shall be provided as required by wall conditions. Frames shall be mortised and reinforced for strike and hinges. Strike and hinge reinforcement shall be completely enclosed and protected by a plaster guarcJ. All frames shall be bonderized and receive one coat of baked prime paint and shall be furnished with three rubber bumpers installed at the factory. Frames may be either welded or knocked down, but in either case shall have smooth joints when installed. All holbw metal doors shall be 18 gauge, 1-3/4 inch. All materials for hollow metal doors and frames shall be free from defects. Exterior doors to be insulated and have top cups installed and sealed at the shop. C. Workmanship - The frames shall be set plumb and true with at least three anchors per jamb. Voids in the frame shall be filled completely with mortar. D. All bids for hollow metal shall be combined with a bid for harrlware. 8.2 Finish Hardware A. Scope - The General Conditions shall apply to all work of this section, Refer to other sections and schedules for other work related to this section. Furnish all finish hardware as listed in these specifications and as required by the drawings. Installation of finished hardware and the fumishing of rough hardware is included under the carpentry section. B. Materials - All hardware furnished shall be free from defects, scratches, mars, etc. and shall be complete with all necessary screws, shields, etc. 1. Lock sets - Schlage, Yale, or approved equal, based on Government Specrfications comparison sheet. All lock sets to have 2-3/4 inch backset and 1/2 inch throw. 2. Closers - Norton J1600 series on exterior and 1600 on interior, or approved equal. Size as recommended by manufacturer, thru bolt to hollow core or mineral filled doors. Use drop brackets where required. Allow door to swing to maximum. 3. Butts - Stanley, Lawrence or approved equal, equipped as follows: a) Exterior doors - 3 butts. b) Door up to 7'-6" high - 3 butts. c) Doors over 7'-6" and Dutch doors - 4 butts. d) Doors 1-3/4 inch thick - 4-1/2 x 4-1/2. e) Exterior, hollow metal, label and doors with closers - ball bearing butts. 4. Trim - Hiawatha or approved equal for pulls, push plates, kick plates, etc. Kick plates to be 16 gauge 10" high and 1-1/2 inch less than door width. 15 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 5. Stops and Holders - Provide at all doors, wall mounted where possible, to match door hardware. 6. Flush Bolts - Ives 4586 or approved equal, to match door harclware. C. Fnishes - The finish of all hardware shall be US 10 bronze except as mod�ed below. Rest room doors shall be provided with US 28 aluminum harrJware except that the exterior push plates and kick plates shall be US 10 bronze. Prime coated butts with non-rising pins shall be fumished for exterior doors. Cylinders in aluminum door entrance shall match the finish of the door. D. A complete list of finish hardware shall be submitted to the Contractor for approval. Identify all catalog numbers by brand name or manufacturer. A corr�lete keying schedule showing all keying by groups, submaster and master keying shall be developed through the cooperation of the owner, contractor and hardware subcontractor. E. All bids for harciware shall be combined with hollow metal. 16 SPECIFICATIONS MAINTENANCE BUILDING - THE WILDS - PRIOR LAKE, MN. HARDWARE GROUPS GROUP 1(A1 Entrance) GROUP 2(Exterior) 1 G�linder per door 1-1 /2 pr. butts All other harciware by 1 lockset LF5407 door manufacturer or = 1 closer w/hold open aRn 1 threshold 1 sweep 1 set weatherstrip GROUP 3(Exterior pair) GROUP 4(Heavy duty) 3 pr. butts 1-1/2 pr. butts I lockset-Yale LF5407 or = 1 lockset-Yale LF5407 2 surface bofts or = 1 thresholdl closer 2 sweeps 1 set weatherstrip 1 closer on active GROUP 5(Heavy duty) GROUP 6(Office) 1-1 /2 pr. butts 1-1 /2 pr. butts 1 lockset-Yale LF5407 or = 1 lockset-Yale LF5307 or = GROUP 7(Office) GROUP 8(Toilet room) 1-1 /2 pr. butts 1-1 /2 pr. butts I latchset-Yale LF5301 or = 1 privacy lock-Yale LF5302 or = GROUP 9(Public toilet) GROUP 10 (Pair of doors) 1-1/2 pr. butts 3 pr. butts 1 closer 1 lockset LF5307 1 push plate or = 1 pull 2 surface bolts 1 kick plate GROUP 11 (1 Double acting) GROUP 12 (Pr double acting) 1 pr. DA hinges 3029 3 pr. DA hinges 3029 " 2 push plates 4 push plates 17 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 8.3 Windows A. Scope - Furnish all materials for the aluminum windows including frames, stops, etc. B. Material - Aluminum windows of standard construction with theRnobreak sash as indicated on the Drawings. Sash of proper size to withstand wind loads. C. Workmanship - This Subcont�actor shall be responsible for a complete weather-tight, worlcmanlike installation including all caulking. 8.4 Glass and Glazing A. Scope - This Subcontractor shall furnish all labor, material and equipment, and service necessary, or reasonably incidental to complete glass and glazing work, as shown on the drawings and spec'rfied herein. B. Glass shall be one inch insulating glass for exterior windows (clear or color as shown on plans). D.S.A. Glass shall be double strength "A" quality, to be used for interior windows. Glazing compound shall be a product of Tremco or an approved equal. Products shall be suited to their spec'rfic use - for wood or metal as required. Mirrors shall be 1/4° polished glass copper-backed with stainless steel frame. A mirror shall be furnished over the lavatories in each toilet room. C. Workmanship - Installation of glass shall be according to manufacturers' recommendations and best trade practice, Install mirrors with hidden fasteners. 8.5 Aluminum Doors and Frames A. Scope - Included in this section is all labor, material, and equipment to furnish and install aluminum and glass entrances, sidelights and vestibules. B. Materials - Entrance doors and frames shall be factory assembled narrow style tubular aluminum construction with 2" X 4" aluminum tubular frame. Doors and vestibules shall be constructed to accept 1" insulated glass. Manufacturer shall be Armalite or approved equal. Hardware shall include push and pull plates, top and bottom pivots, "D" size closers, latch lock which will accept 1/1/8" standard cylinder, 4" aluminum threshold. The cylinders of these doors will be supplied in the hardware section of the specifications, Closers shall be trim line, heavy duty, overhead closer with back-check action, adjustable - tension, and hold open device equal to Kawneer #205. All doors shall open to a full 3'0" wicfth. Color shall be as shown. C. Workmanship - This Subcontractor shalt be responsible for a complete weather-tight workmanlike installation including caulking. 18 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 8.6 Overhead Door A. Scope - The drive-in doors manually operated, or electrically operated as shown, shall be furnished and installed under this section as shown on drawings. B. Materials - Doors shall be similar to those as manufactured by the "Barber Coleman Company, the Overhead Door Corporation, Crawford Door Company, Ridge Door Company, or approved equal. Wood doors shall be flush insulated type. Doors shall be complete with torsion spring counter-balancing, key type locks, continuous vertical track brackets, and rubber astragals on bottom of doors for full width. All hardware and tracks shall be fashioned for high Irft operation of door to maintain open horizontal position of door as close as possible to underside of bar joists. Doors shall be delivered with a prime coat of paint. 19 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 9. FINISHING 9.1 Gypsum Drywall A. Scope - Work included here is providing and installing of all drywall and sound board for interior partitions. Door frames to be set where necessary. B. Materials 1. Metal studs shall be U. S. Gypsum 3-5/8 inch interior standard studs or approved equal, spaced 24 inches on center. 2. Batt insulation to be installed between studs where insulated walls shown on the plans. 3. Gypsum drywall shall be 5/8 inch thick Gypsum boarcl, U. S. Gypsum or approved equal. C. Workmanship 1. Drywall shall be attached to steel studs with screws per requirements of U.B.C. 2. Embedding compound shall be applied to wallboard joints in a thin uniform layer. After tape application, finishing compound shall be applied and feathered out to not less than 12 inches wide. Areas shall be sanded as necessary to obtain unrformly smooth surfaces. 3. All necessary blocking shall be by this subcontractor. 9.2 Acoustical Treatment A. Scope - Fumish and install acoustical ceiling in all office areas or other areas as shown on the plans. B. Materials - Ceiling shall be exposed grid system with 2' x 4' lay-in ceiling board units. Armstrong Minaboard or approved equal. Suspension system shall be heavy duty T system. Ceiling boards shall be 5/8 inch thick panels. Acoustic material shall have standard factory applied white finish and shall be noncombustible, mineral fiber tile. Ceiling tile material shall be delivered to the job site and installed. Ceiling system shall meet local code requirements. C. Workmanship - Main T shall be installed on 4 ft centers, suspended with hanger wire directly to bar jast. Cross Ts shall be installed at right angles to main Ts to complete grid. Edge molding shall be installed wherever the suspended grid system abuts walls, columns and other vertical surfaces. The suspension system sha�l be installed with all Ts and moldings locked into place. Ts shall be straight in alignment and flush at intersections. Suspension system shall be adequate to support the weight of lighting fixtures and shall be installed level to within 1/8" in 12 feet. Lay out of acoustical panels shall be made to accommodate light fixtures and air registers. 20 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 9.3 Resilient Flooring A. Scope - Included here is all resilient floor and base where scheduled. B. Material - Resilient flooring material shall be as manufactured by Armstrong, Azrock, Kentile, Johns-Manville, Matico or Musson. All materials shall be first quality. All floors as shown on the room finish schedule, shall receive 3✓32 thick vinyl composition floor covering in color to be selected by the Owner. Rubber base shall be applied where composition floor abuts walls. This Subcontractor shall furnish to the building site an extra 0.5% of the total tile for the Owner's use in future repair. All materials shall be stored in undamaged condition as packaged by the manufacturer, with seals and labels intact. From at least 24 hours before installation of material, until at least 48 hours after installation, the temperature shall not be less than 70 degrees F or more than 90 degrees F. A minimum temperature of 55 degrees F. shall be maintained after flooring is installed. C. Workmanship - Surfaces to receive resilient flooring shall be dry, thoroughly clean, and free of defects. Concrete floor surfaces shall not vary more than plus or minus 1/4" in 10 ft. Any defects in subfloor surfaces shall be corrected before starting resilient flooring installation. Adhesive shall be maed and applied in accordance with manufacturer's directions. Surface shall be covered evenly with adhesive. Area covered by one application of adhesive shall not exceed maximum working area recommended by manufacturer. Resilient flooring shall be installed within the time limits recommended by manufacturers. If adhesive films over or dries, it shall be removed and the area recoated. The top cove base shall be installed wherever tile floor and wall joint is exposed to view. Firmly cement base to dry wall. Form intemal and extemal comers with job formed units. Beveled edge strips shall be installed at all traffic areas where tile meets exposed concrete floor. 21 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 9.4 Painting A. Scope - All material and labor, including equipment necessary for the complete and satisfactory application of the paint materials, shall be fumished under this section. All wood doors, window trim, unfinished millwork, paneling trim and other finish hardware material throughout shall be stained, sealed and varnished. All exposed exterior metal, masonry, wood material, vent hoods, sleeves and equipment furnished by other Subcontractors, except those items furnished with a factory finish, shall be painted, as shown on the room finish schedule. B. Matenals - All painting materials supplied by this Contractor shall be standard materials of the trade for their particular application, All exterior paint shall be of the waterproof type and is to be applied according to manufacturers' instruction. Brochures and color charts shall be provided. C. Workmanship - It is anticipated that this Subcontractor shall apply a minimum of two coats of paint material to a�l surfaces to receive painting. If this Subcontractor fails to produce a satisfactory coverage of the painted surfaces with two coats, additional coats will be applied as directed, at no additional cost. 9.5 Ceramic Tile A. Scope - Included are all ceramic tile floors and wainscots as shown and scheduled on the drawings. B. Materials - Ceramic tile shall be as manufactured by American Olean, Mosaic, or approved equal. Tile, floor and wainscot shall comply with U. S. Department of Commerce S.P.R. R- 61-61 and Federal Specrfications SS-T-308b. Material shall be as herein specified: 1. Ceramic wall tile shall be 4" x 4" nominal size,standard grade with thin-lip base with satin glaze finish. Color to be selected by Owner. 2. Ceramic floor tile shall be standard g�ade, 1" x 1" cushion edge, glazed ceramic Mosaic Pattern. Color to be selected by Owner. 3. All tile shall be set by the thin-set method using 3-M Company CTA11 and CTAl2 or as directed according to manufacturers' specifications. C. Workmanship - All surfaces to receive ceramic wainscot shall be dry and thoroughly cleaned before starting work. Ceramic floor tile and wainscot shall be installed, grouted and cleaned in accordance with American Standard Specification ASA A108.5-1960. 9.6 CARPET Furnish and install carpet as selected by owner. An allowance of dollars per square yard shall include carpet, pad, trim and installation. 22 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 10. SPECIALITIES 10.1 Metal Toilet Partitions A. Scope - Metal toilet partitions shall be furnished and installed in the lavatories where shown on drawings. This work shall include the furnishing of urinal screens and door screening shown on drawings. B. Material - All partitions shall be equal to those manufactured by Accurate Partitions, Inc. in baked enamel finish. All metal toilet partitions shall be complete with coat hooks, rubber-tipped bumpers, and roll-type paper holders. Water closet partitions shall be no less than 30 inches in width. Provisions shall be made for handicapped facilities as shown on drawings. 10.2 Roof Hatch Scope - Roof hatches where shown on drawings shall be Bilko Roof Scuttle L-10 or approved equal with insulated curb. (See 7.1 Roofing and Sheet Metal) 10.3 Dock Equipment A. Scope - Dock levelers and shelters shall be furnished and installed where shown. Dock leveler to be installed in pits. B. Material - Dock levelers shall be Kelley, Rit�Hite or equal, provided with safety features to meet OSHA requirements. Shefters shall be foam pad type equal to Chalfant with adjustable heads. All instal�ation to be per manufacturers' instructions. 23 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 15. MECHANICAL 15.1 Plumbing Work A. General provisions - Requirements of the General Conditions and Special Conditions apply to all work under this section. B. Scope - This Subcontractor shall include all labor, materials, services, equipment, transportation, etc., necessary for a complete workmanlike installation of all materials specrfied and shown on the drawings for the plumbing work. It is the intent of this work that the Plumbing Subcontractor shall furnish and install all plumbing work as shown on the plans and indicated in the spec'rfication in strict accordance with generally accepted good practice and all applicable codes. This specrfication and plan is intended as a design guide only and the Subcontractor shall be responsible for the proper design, sizing and installation of all piping, equipment, specialties, appurtenances, etc., to provide a complete and workmanlike plumbing design and installation. This Subcontractor shall further be responsible for the procurement of the water meter and all approvals and payment of fees necessary for permits and approval by authorities having jurisdiction of his design and installation of the plumbing system. This Subcontractor shall furnish and install a building water supply system, a building sanitary drainage system, a complete installation of all foctures shown on the drawings,including water closets, lavatories, urinals, floor drains, water coolers, sinks, water heaters, service sinks, hose bibbs, wall hydrants and a flanged connection for the fire prevention system. C. Material, Equipment Installation and Woricmanship All material and equipment shall be new and manufactured by reputable manufacturers. All excavation and backfill worlc, including compaction of backfill inside the building to 92% of Modrfied Proctor densiry, shall be performed by this Subcontractor. Any detrimental settlement of any surface shall be corrected by the responsible Subcontractor. The entire water piping system, fatures and equipment shall be disinfected in accordance with applicable codes. This Subcontractor shall include all waste and vent, hot and cold water piping necessary for fixtures and equipment shown on the drawings, using approved pipe fittings and joints. Vent stacks shall be provided with frost-proof roof jackets. Cold water shall be insulated with 3/4" fiberglass pipe covering having water-proof jacket. Valves shall be installed on lines to all individual equipment except those specified to be equipped with stop valves and shall be of one make. Gate valves shall be for 125 psi working pressure and shall be equal to Nibco/Scott T-122 or S122. 24 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. Install unions at connections to all equipment and dielectric unions or couplings on joints between copper and steel. Provide chromium-plated escutcheons where pipes pass through finished walls, partitions, floors, and ceilings. Holes through floors, roof, walls, etc., shall be provided by this Subcontractor under the direction of the General Contractor. Provide hangers, inserts, anchors and expansion loops or joints as required for a complete straight and true piping installation. Provide vacuum breakers and shock absorbers as required. All piping systems shall be tested and inspected in accordance with applicable codes Floor drains shall be equal to Asco with nickel alloy strainer. Clean outs in finished areas shall be flush pattem, chrome plated. Floor drains as indicated shall have plaster traps. Plumbing foctures shall be American Standard, Crane, Eljer or Kohler, the equivalent of types listed, with chrome-plated traps, escutcheons, faucets, stop valves, and supplies. Lavatory - American Standard 0351.023 "Lucerne", 20" X 18" V.C. with 2121267 "Colony" supply fitting with pop-up waste, 17 gauge bent tube P-trap with clean out, 3/8" I.P.S. or 1/2" copper angle supplies with stops and flexible risers. Counter Top Lavatory - American Standard 3201.035 "Circlyn" 18" diameter enameled cast iron with trim as above. Mount in counter top opening provided by the General Contractor, provide frame equal to Ardee. Urinal - American Standard 6400.14 "Stallbrook" wall mounted stall urinal with integral flush spreader and either automatic flush or foot-operated flush valve. Water Closet - American Standard 2109.171 Elongated "Cadet" V.C., siphon jet, elongated bowl, close coupled tank with locking cover, angle supply with stop, elevated ball cock and vacuum breaker and with Sperzel 50E black open front seat. Water Cooler - Halsey Taylor WM8A wall hung setf-contained drinking water cooler with 1 /5 H P compressor. Counter-Top Sink - 20 gauge single compartment stainless steel ledge back sink to fit base cabinet as shown on the plans, self rimming, with sound deadening coating. Provide Defta #100 faucet, back-strainer, supplies with stops and 17 gauge bent tube P-trap with C.O. Mount in counter-top opening provided by the General Contractor. Wall Hydrants - Cast brass non-freeze with straight nozzle, 3/4" hose connection, loose key handle, equal to Woodford 7P. Hose Bibbs - Equal to Chicago 293, except that 952 VB shall be provided where vacuum breakers are required. (ELEC) Gas Water Heaters - Lochinvar, Rheem, Day and Night or A.O. Smith glass-lined water heater with two year commercial warranty, AGA approval and all operating and safety controls including 100% safety pilot and magnesium anode Provide ASME and AGA approved T& P relief valve with discharge piped to floor drain. Provide an all bronze circulating pump, Armstrong, Bell and Gossett, Taco or Thrush, 1750 rpm, with thermal overload protection, sized to circulate a minimum of one gpm per 15 hot water 25 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. connections. Provide a remote motor starting switch with pilot light. One central water heater with circulating hot water piped to within 20 feet of a fixture or more than one heater located within 20' of fixtures may be provide at Plumbing Subcontractor's option, but locations of heaters must be approved by the General Contractor. D. Drawings, Manuals, Shop Drawings - This Subcontractor shall fumish at the completion of the work a complete manual of instructions and guarantees for equipment furnished and installed under this section of the work, including maintenance instructions and parts lists complete with labels and addresses of local suppliers, as well as reproducible tracings of the "as built" plumbing and drainage systems for the Owner's information and maintenance of the building. This material shall be submitted to the General Contractor for review and forwarding to the Owner. This Subcontractor shall furnish a piping layout and brochures, diagrams, shop drawings, information or samples as necessary of all equipment and materials he proposes to furnish and install for the complete plumbing installation, for the General Contractor's approval prior to the beginning of work. The piping layout shall be complete with necessary riser diagrams showing pipe sizes, etc., and shall be prepared by and under the direct supervision of a Registered Engineer or plumbing designer who shall so certify the plan, if required by rule, regulation, or local custom. E. Guarantee - The Subcontractor shall guarantee all material and equipment installed by him against defects in workmanship and material for a period of 12 months after final acceptance of the wo�ic, and he shall repair or replace any material and equipment developing such defects within that time, promptly on due notice given him by the Owner and at no additional expense to the Owner 15.2 Heating, Ventilating and Air Conditioning A. General Provisions - Requirements of the General Conditions and Special Conditions apply to all work under this section. B. Scope - This Subcontractor shall furnish all labor, matenals, skill, service, equipment, transportation, etc., as necessary for a complete workmanlike and fully acceptable installation as described within the specrfications and shown on the drawings for the heating, ventilating and air conditioning work for the building. All gas fired equipment to be approved by AGA Heating , Air Conditioning and Ventilating work shall be done in accordance with the codes of the municipality, the State Board of Health and the State Industrial Commission. This specification and plan is a design guide only and the Subcontractor shall be responsible for the proper design, sizing and installation of all duct work, piping equipment, specialities, etc. to provide a complete workmanlike design and installation. This Subcontractor shall be prepared to furnish General Contractor with complete load and design data if requested. It is this Subcontractor's responsibility to obtain all approvals necessary from the General Contractor as well as to provide all fees necessary for permits and approval by the municipality or any other authorized agency of his design and installation of the heating, ventilating. and air conditioning systems. Any and al) ventilation work necessary, as shown on the plans or as required by the authorized building codes for general building ventilation. shall be included under this section of the work. 26 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. This Subcontractor shall guarantee the heating systems of all areas except warehouses to an 84 degree temperature differential at -12 degrees F outdoor temperature ( wa�ehouse to a 75 degree temperature differential at -12 degrees F) and air conditioning system to an 11 degree F temperature differential at 89 degree F outdoor temperature Heating and air conditioning of all areas except warehouse shall be principally by means of roof-top, gas fired heating and cooling units and overhead sheet metal duct systems, of sizes required, with distribution of air flow by means of ceiling diffusers and sidewall registers and with return air through return air registers to air plenum above ceiling. The size, quantity and location of diffusers and means of distribution shall be the responsibility of the Subcontractor. Exhaust and relief systems shall be supplied as indicated and as required. This Subcontractor shall make arrangements for the gas service and location of gas meters, Each major area shall have a separate meter. The Subcontractor shall also secure the proper distribution pressure from the gas company. C. Electrical Wo�ic - The Heating and Air Conditioning Subcontractor shall provide all starters with proper overload and low voltage protection and control and interlock wiring as required. Electrical equipment shall be of proper size, type and electrical characteristic. Voltage and amperage requirements must be co-ordinated with the Electrical Subcontractor. The Electrical Subcontractor will provide all power wiring. D. Curbs and Flashings - the Mechanical Subcontractor shall cut all holes through the roof for his equipment, provide counterflashing for all duct openings in roof and provide roof jackets or pitch pockets for pipe and conduit passing through the roof. Provide reinforcement of all holes through steel roof where more than one rib is cut through. Roof curbs and skids for mechanical equipment on the roof must be furnished by the Mechanical Subcontractor and completely flashed for a waterproof installation. All holes less than 12" X 12" required through precast concrete shall be provided by the Mechanical Subcontractor. Holes that proper mechanical installation require to be 12" X 12" and larger will be provided by the General Contractor at locations determined by this Subcontractor. Where the Mechanical Subcontractor fails to give the General Contractor proper information of hole location at the time required, such cutting and any restoring of the work to its original condition shall be done at his own expense. All cutting and patching shall be subject to the direction and approval of the General Contractor. E. Gas Piping - Pipe shall be Schedule 40 black with 150 Ibs. black malleable iron screwed fittings through 2" for exposed piping and standard weight welding fittings 2-1/2 inch and larger, 2 psi gas and for all concealed piping. Piping shall be in accordance with requirements of Fire Underwriters Inspection Bureau and local utility. Piping shall be run as high as possible to avoid interference with racks, lights, etc. Piping above the roof shall be supported on redwood blocks by means �f a loose fitting pipe strap. F. Heating and Air Conditioning Units - Units shall be equal to Lennox, Trane, National, or Carrier complete with heat exchanger having 5 year minimum warranty, corrosion resistant burner with 100% safety shut-off, gas pressure regulator, manual main and pilot-shut-off valves, electric gas valve, fan and high limit control, transformer, draft diverter, throw away filters, centrrfugal blower having adjustable speed, DX coil and insulated drain pan all housed in an internally insulated housing. Units may be all single zone roof-top units, multi-zone roof-top units or any combination. 27 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. Condensing units shall have hermetic or semi-hermetic compressors having five year warranty, capacity control on units of over 10 tons nominal capacity, crankcase heater, sub�ooler, site glass, service valves, fifter�frier, high and low ambients, starters, contactors, relays and all other necessary operating and safety controls, factory installed and wired to a terminal box. Mufti-zone units shall have hot gas by-pass. For each HV/AC unit, provide a thermostat which automatically switches from heat to cool and vice versa. Provide a weather-proof fresh air intake to each unit with a manually adjusted damper and locking quadrant set to admit normal ventilation air for the zone or make-up air for exhaust, plus 10% whichever is greater. (Total exhaust make-up to be proportioned among all air conditioning units.) G. Class "B' Flues - Equal to Metalbestos, including drip tee, supports, flashing, storm collar and approved top. H. Exhaust Units - Roof mounted units shall be centrifugal exhausters with weatherproof housing, backward curved aluminum wheel, rubber vibration isolators, bird screen, factory wired disconnect switch, heavy�Juty aluminum gravity back draft da�er, either adjustable pitch V-belt drive or direct drive as required and AMCA certified ratings. Units shall be Greenbeck, Power Line, Penn, ILG, Acme, Cook, Carnes, Jenn Air or Ammerman. Warehouse exhaust units may have propellor blade fans. Ceiling exhaust units shall be equal to Broan "Lo Sone. I. Weather Lowers - Provide lowers of sizes indicated, equal to Ammerman 180-3 galvanized steel fixed weatherproof lower with channel frame and Z blades and with 1/2" mesh gabanized bird screen on inside of lower. Provide vertical 5/8" diameter steel security rods 6" on center, welded to an angle iron frame secured to masonry. Provide a manually operated damper over the opening. J. Air Distribution Duct System - Sheet metal wor{c shall be in accordance with ASHRAE guide recommendations. Provide turning vanes in all elbows where th�oat radius is less than 1/2 duct wictih. All duct work except that within the air conditioned space shall be intemally lined with a minimum of 1" acoustic duct insulation, air stream side grey Neoprene coated, meeting NBFU 90A. Provide splitter dampers as required fo� proper balancing. Dampers shall be one gauge heavier than duct gauge, and shall be reinforced to prevent vibration. Pre-fabricated fiberglass duct may be used where concealed as an option. All duct work in finished spaces shall be above the ceiling. � ; i 28 SPECIFICATIONS MAINTENANCE BUILDING - THE WILDS - PRIOR LAKE, MN. Gravity back draft dampers not fumished with exhaust units shall be aluminum counter- balance units equal to Penn CBD-20. Provide between ductwork and inlet and outlet of ventilating units, flexible duct connectors equal to Duro-Dyne "Durolon" flameproof, coated, heavy-duty glass fabric meeting NBFU 90A requirements. Provide access openings in ductwork as required. Provide fire dampers as required by applicable codes. Grilles, registers and diffusers shall be standard manufactured products, finished in factory applied prime coat, unless otherwise noted. They shall be of style, size and spacing to provide reasonably even air distribution and noise level compatible with the type of occupancy. Round ceiling diffusers shall be equal to Titus T-1, rectangular ceiling drffuser equal to Titus TMD-S1 or Series 200. Provide a balancing damper for each ceiling diffuser. S.A. registers shall be equal to Titus L-275 R.A. and exhaust registers equal to Titus RL-251. All duct systems shall be tested and balanced to provide reasonably even temperature and air distribution. Necessary changes to dampers, fan speeds, pulleys, or befts to obtain proper air movement shall be done by the Subcontractor without extra cost to the Owner. All drives shall be checked for alignment and tension and all bearings shall be checked for proper lubrication. K. Drawings, Manuals, Shop Drawings - At the completion of all worlc, this Subcontractor shall fumish a complete manual describing the construction, guarantees, operation and maintenance of each major piece of equipment installed under this contract and complete reproducible "as built" drawings of all work. Further, a list giving the name and address of the nearest supply house carrying spare parts of all equipment shall be furnished. Completed drawings of all work shall show layout of controls, control wiring, equipment layout and sizing, etc. This material shall be submitted to the General Contractor for review and forvvarding to the Owner. This Subcontractor shall furnish complete ductwork and equipment layout and brochures, diagrams, shop drawings, information or samples, as necessary, of all equipment and material he proposes to furnish and install for the complete installation to the General Contractor and obtain approval prior to beginning of work. The layout shall be complete with all duct sizes, register, grille and diffuser sizes, models and CFM, gas piping sizes, equipment identrfication, etc., and shall be prepared by or under the direct supervision of a Registered Professional Engineer or Designer who shall so certrfy the plans rf required by code, rule or general custom. Shop drawings shall be submitted in sufficient quantity so that the General Contractor can keep three copies. L. Guarantee - This Subcontractor shall guarantee all material and equipment installed by him against defects in workmanship and material for a period of 12 months after final acceptance of the wor4c, and he shall repair or replace any materials and equipment developing such defects within that time, promptly on due notice given him by the Owner and at no additional expense to the Owner. All equipment bearing a manufacturer's guarantee, such as motors, compressors, condensers, fans, blowers, controls, etc., shall be construed to have an extended guarantee to the Owner by the manufacturer. Any such equipment that proves to be defective in materials or workmanship within the guarantee period, is to be replaced by the Subcontractor in accordance with the manufacturer's guarantee 29 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. 15.3 AUTOMATIC SPRINKLER FIRE PREVENTION SYSTEM A. General Provisions - Requirements of the General Conditions and Special Conditions apply to all work under this section. B. Scope - This Subcontractor shall furnish and install all labor, material, equipment, services, skilt, tools, transportation, etc., required for a complete workmanlike installation of all materials and systems specrfied herein for the Fire Protection Sprinkler System for the entire building. Connect to the combination fire and domestic water service provided by the Plumbing Subcontractor. This Subcontractor is referred to all other sections of the specrfications for information and requirements regarding matenals and workmanship of all materials specrfied and included in the building. This Subcontractor shall provide all design and shall fumish drawings approved by Insurance Services Office. C. Material - All material shall be approved by Fire Unden�vriters. Sprinkler heads in office areas shall be inverted chrome heads. Sprinkler heads in areas not having ceilings shall be upright bronze. All hose thread connections to comply with requirements of the local municipality. D. Installation - Installation of this work shall be in accordance with the local municipality, State Fire Marshall's Office of Minnesota, and other authorized agencies. Piping shall be routed so as to provide maximum headroom and to avoid interference with other trades. E. Guarantees - This Subcontractor shall guarantee his work for one year after acceptance of the building. 30 SPECIFICATIONS MAINTENANCE BUILDING - THE WILDS - PRIOR LAKE, MN. 16. ELECTRICAL A. Scope - This Subcontractor shall furnish all design, drawings, labor, materials, equipment, skill, services, transportation, etc, as required to complete the installation of atl electrical work necessary for the entire project as shown on the drawings. B. Design - This specification is intended as a design guide only, and this Subcontractor shall be responsible for an adequate and satisfactory installation within the limits of information given him in this specrfication. All electrical woric shall be performed in accordance with the electrical code of the City and the National Electrical Code. This Subcontractor shall obtain and pay for all necessary permits, fees, licenses, necessary for the completion of the work in this section. An electrical plan shall be submitted for approval before work proceeds. Wiring is to be sized for full power at the end of wiring run. Related work specified elsewhere - Control wiring for heating, venting, air conditioning, plumbing and hot water. C. All material shall be new and unused. Switches, distribution boxes, disconnect switches, shall be equal to Square D or Bulldog. Lighting shall be 2' X 4' four-tube Lithonia 26440K fluorescent fixtures or equal where ceiling is finished and 8 ft. slim line fluorescent in areas without ceiling unless shown otherwise on plans. Conduit shall have a U.L. approval. D. Installation - The installation shall be in stnct conformance with the electrical code of the City, Underwriters Laboratory, and the State of Minnesota. An approved emergency lighting system shall be provided for all exit lights. Telephone outlets and conduit approved by the telephone company shall be provided where shown on the drawings. Duplex outlets shall be grounded. This contractor shall coordinate his work and verrfy power and wiring requirements with all applicable Subcontractors. Conduit - Conduit shall be of sizes required to accommodate the number of conductors in accordance with the National Electrical Code. Exposed conduit shall be run parallel to, or at right angles with the lines of the building. All conduit shall be run to clear all openings in floors, plumbing pipes and air conditioning ducts. Any work installed without regard to the work of other crafts, which must necessarily be moved in order to permit proper installation of other work, shall be moved as a part of the electrical work without extra charge. 31 SPECIFICATIONS MAINTENANCE BUILDING — THE WILDS — PRIOR LAKE, MN. Fuses - All parts of all systems shall be effectively grounded throughout. All work, equipment, materiats, etc., included under this general heading shall be tested, repaired and adjusted as required and tumed over in working order, completely fused, ready for operation. Install a complete set of fuses for all circuits and provide to the owner, at the completion of the work, a complete replacement set for all feeder and motor branch circuits. Fans in lavatories shall be connected to the light switches. Disconnects and proper circuits shall be provided for all motors provided by Mechanical Subcontractor. All thermostats for unit heaters shall be installed. (They are provided under Section 15 of the specrfications.) E. Start-up and Maintenance - All necessary factory-trained personnel required to supervise the installation, operation or starting of equipment covered by this section shall be furnished at no additional cost. At the completion of all work, this Subcontractor shall furnish and turn over to the Owner a complete manual, fully describing the construction operation and maintenance of each major piece of equipment installed under this contract and complete "as builY' reproducible tracings of all work. Further, a list giving the name and address of the nearest supply house carrying spare parts for all equipment, including lighting fixtures, shall be furnished to the Owner. F. Guarantee - Furnish all required cert'rficates of inspection, together with a written guarantee, to replace, without cost to the owner, any and all work, materials, equipment and attachments furnished under this heading which prove to be defective within a period of one year from the date of occupancy of the affected area. G. Cleaning - It shall be the responsibility of this Subcontractor to do the rough cleaning of all scrap materia) left on the job by men working under this contract. 32 ❑ ❑ EAST El SOUTH ELEVATION WEST E ��OD ROGER 12713 PF ENGINEERING Bu�nsville CONST{7UCTION-COMPIITERS-GO (612) E 1 :: _ _ _ �. -, .:.� _. � 0 N _EVATION � _ � � . � �fL� = NORTH ELEVATION , �� - :LEVATION � � � I 11111J 2-8-94 CERTIFICATION ELEVATIONS HEID, P.E. �� ,�,� �� , MAINTENANCE BUILDING �• s4o1s �easant Run ��, ��M«�„�` TH E W I LDS �WN RsH , MN. 55337 PRIOR LAKE, MN 395-5527 � �y« s. w«a r�a �_ r�o� s�r � �r o�P �a• c��w our � 1 2 � . r 0 co WJJJ 2-8-94 CERTI FICATION HEID P.E. IherebycertAythatihisplanspecYiqti000r MAINTENANCE BUILDING report wat prepared by me, or u�der rty dired P � K �easant Run superv�sion and that I am a duly registered Engineer T H E W I LD S under ihe laws o1 �he state d Minnesota �WN RSH , MN. 55337 PRIOR LAKE, MN 395-5527 � Roger S. Heid Fleg No. 7707 SHEET �� '� � � � / ' .` ' I � : . ,� � f I C / ' ��`� . ' , �i ' i" � � «' :;' .` • : �..i�' �:. ., O •}'•�� ! J ' ,�• y •�/. ,1�' � � //� � v . _ 1066 � �- � � � 1060 : � � o 0 , w� o t ,� ;� " 105 -----� ? `� � � ' 1 � : �- � . _� • ; � rv • � � � -' �� . o � � v4 F� ' o �' . � � , . � s � • ' I - � � �� _ �-�� .r o � � � �'"f:00% ` ..,�' � � �p ° • �, � t0 —� � � 3�1J0°/ ,q = ; ,i ` r � �-- � rn -- �-- � ,--�' , . � �- , i , / , � - --------�"� F. � � � � , - � 4�, � • � � � -- �s �' � / � �� .� ,- _ ___ ---- 1052 _� � 1050 ::: ��'� . • �.' . � _ -- , . — - __ __------ __ - �� _ = .' %� " � ; T� _ - o , , _ � _ J _ y � , : , � : �� SCALE i° = 3a ' °Q . � �� oat• PROJECT FIGURE� � .a THE WILDS MAINTENENCE BUILDING SITE PLAN �. x , 11%77A'�t LUMBFR SPECIFICATIONS Top Chord 2x 6� 1650E-1.5E MSR S-P-F [N] Bot Chord 2x 4*#1/#2 CAN. S-P-F Increase = 1.150 Web Piece 2x 4�#3 CAN. S-P-F LIVE LOAD DEF�ECTION BASED ON L/240 WEB Piece 1 3 7 9 2x 3*#3 CAN. S-P-F GABLE PLATE IS 3245 10-4-15 9-9-13 9-9-5 9-9-5 9-9-13 10-4-15 12 4 � SO-5-15 SP5660 SP5F.,� 12 q Q 1 W 0-5-15 - i-0-5-15 SP3260 SP3260 SP3260 SP3260 3260 3260 9-8-1 10-0-5 SO-3-11 2-0-0 10-3-11 10-0-5 9-8-1 �-� � 60-0-0 OVERALL SPAN CONTINUOUS BEARING TRUSS � r R5000 TPI-85 0.00 " O.C. ~ 8/26/94 r, �- A TrusPlus Design 72598 / VIL�-TOM / Version 4.0 otv = 2/ Truss name = A-598 � ` � ' � , Y t _ , � � LUMBER SPECIFICATIONS Top Chd Bottom Chd Webs SPECIAL PLATE POSITIONING CHART Top Chord 2x 6* 1650E-1.5E MSR S-P-F (N] T 1=-10040 8 1= 9347 W 1= -807 W 2= 1090 JOINTM X: (in) Y: (in) ANGLE TC Piece 1 5 T 2= -9409 B 2= 8094 W 3�-1364 W 4= 1276 ------ ------ ------ ------ 2x 6* 2400E-2.OE MSR S-P-F [N] T 3= -7679 B 3= 6794 W 5=-1977 W 6= 3051 7 7.53 2.63 0.7 Bot Chord 2x 6* 1650E-1.5E MSR S-P-F [N] T 4= -5859 B 4= 6794 W 7=-1977 W 8= 1276 5 0.00 -5.80 90.0 BC Piece 1 5 T 5= -5860 8 5= 8094 W 9=-1364 W10 = 1090 9 -7.53 2.63 -0.7 2x 6* 2400E-2.OE MSR S-P-F [N] T 6= -7679 8 6= 9347 W11 =-807 Web Piece 2x 4*#3 CAN. S-P-F T 7= -9409 WEB Piece 5 6 7 T 8=-10040 Standard Uniform Loading (PSF) 2x 4� NS/k2 CAN. S-P-F TGLL = 40.0; TCDL = 50.0; BCDL = 10.0; Top Chtl Bottom Chtl Webs Increase = 1.150 T 1= 0.739 B 1= 0.635 W f= 0.310 W 2= 0.481 LIVE LOAD DEFLECTION BASED ON L/240 T 2= 0.789 B 2= 0.985 W 3= 0.674 W 4= 0.563 BEARING REOUIREMENTS T 3= 0.675 B 3= 0.867 W 5= 0.814 W 6= 0.792 BEARING ACT. SIZE REO. SIZE LBS T 4= 0.557 B 4= 0.867 W 7= 0.814 W 8= 0.563 B1 5.97 In. 3805 T 5= 0.557 B 5= 0.985 W 9= 0.674 w10 = 0.481 BL 5.97 In. 3805 T 6= 0.675 B 6= 0.635 W1] = 0.310 T 7= 0.789 Uplift Reactions T 8= 0.739 BS -434 BL -434 'ING MEMBERS SHOWN BY * WHERE REOUIREO. ��4 CONTINUOUS LATERAL BRACING ATTACHED WITH TWO (2) 8d NAILS. CAUTION! EXTRA CARE IS REOUIRED � 8-5-11 � � 7-]-8 � � 7-3-4 � � 7-1-9 � � DURING HANDLING AND ERECTION OF 7-1-9 7-3-5 7-1-9 8-5-10 THIS TRUSS. THIS TRUSS IS DESIGNED USING THE ASCE 12 R7290 7-88 CODE. BASIC WIND SPEED =80 MPH. 4 � 406 4060 NOTE: LUMBER IN PANELS OESIGNATED By0��5-15 7290 IN THIS AREA MUST BE FREE OF KNOTS, SP7290 326 � * SP7e9` � q CHECKS, SPLITS. AND WANE. 244 � 4 * � W * 445 W 0-5-15 W � 1 '' Z-0-5-15 32fi0 40fi0 7290 4060 3260 SPH5B75 SP6475 SP6475 SPH5B75 48150 48150 9-6-1 9-7-13 SO-10-3 2-0-0� 10-10-3 9-7-13 9-6-1 �-0-0 60-0-0 OVERALL SPAN � � � � R5000 TPI-85 24.00" O.C. 8/26/94 i A TrusPlus Design � � 12598 / vILL-TOM / Version 4.0 atv = 57 / Truss name = B-598 � r r y � s � A � LUMBER SPECIFICATIONS Top Chord 2x 4� N1/#2 CAN. S-P-F Bot Chord 2x 4*#1/#2 CAN. S-P-F Increase = 1.150 Web Piece 2x 3*#3 CAN. S-P-F LIVE LOAD DEFLECTION BASED ON L/240 WEB Piece 3 5 2x 4�#3 CAN. S-P-F GABLE PLATE IS 2445 7-2-1 6-11-9 6-10-5 6-10-5 6-11-9 7-2-1 12 4 � SP3260 SP3260 12 7-5-15 � Q 4 3 W 0-5-15 1-0-5-15 SP3260 SP3260 2445 2445 10-4-12 10-7-4 2-0-0 10-7-4 SO-4-12 0-0 � 42-0-0 OVERALL SPAN CONTINUOUS BEARING TRUSS ,� r r R5000 TPI-85 0.00 " O.C. 8/26/94 r A TrusPlus Design 12598 / VILL-TOM / Version 4.0 � Otv = i/ Truss nama = C-598 r �- r , r r r t , � i A � LUMBER SPECIFICATIONS Top Chd Bottom Chd Webs SPECIA� PLATE POSITIONING CHART Top Chord 2x 6* 1650E-1.5E MSR S-P-F IN� T 1= -6356 B 1= 6027 W 1= -789 W 2= 834 JOINT# X: (in) Y: (in) ANGLE Bot Chord 2x 4* 2400E-2.OE MSR S-P-F [N] T 2= -5689 B 2= 4917 W 3=-1417 W 4= 1821 ------ ------ ------ ------ BC Piece 2 T 3= -3957 B 3= 4917 W 5=-1417 W 6= 834 ] 6.78 2.40 0.0 2x 4� 2100E-1.8E MSR S-P-F [N] T 4= -3957 B 4= 6027 W 7= -789 4 0.00 -5.80 90.0 Web Piece 2x 4�#3 CAN. S-P-F T 5= -5689 7 -6.78 2.40 0.0 T 6= -6356 Top Chtl Bottom Chd Webs Standard Uniform Loading (PSF) BEARING REOUIREMENTS T 1= 0.515 B 1= 0.839 W 1= 0.359 W 2= 0.368 TCLL = 40.0; TCDL = f0.0; BCDL = 10.0; BEARING ACT. SIZE REO. SIZE LBS T 2= 0.468 B 2= 0.884 W 3= 0.918 W 4= 0.804 Increase = 1.150 BS 5.50 In. 4.27 In. 2725 T 3= 0.366 B 3= 0.884 W 5= 0.918 W 6= 0.368 LIVE LOAD DEFLECTION BASED ON L/240 BL 5.50 In. 4.27 In. 2725 T 4= 0.366 B 4= 0.839 W 7= 0.359 T 5= 0.468 Uplift Aeactions T 6= 0.515 BI -450 BL -450 BRACING MEMBERS SHOWN BY * WHERE REOUIRED. 1X4 CONTINUOUS LATERAL BRACING ATTACHED �� TWO (2) Bd NAILS. ; TAUSS IS �ESIGNED USING THE ASCE �-d8 CODE. BASIC WIND SPEED =80 MPH. ' 7-6-2 6-9-13 6-8-1 6-8-1 6-9-13 7-6-2 12 R5660 4 � 326 260 SP5660 SP5660 12 7-5-15 4 244 1E !E 445_ � W 0-5-15 ZO-5-15 2445 4090 2445 SPIB-4890 SPSB-4890 48105 48705 10-1-13 30-10-3 2-0-0� 10-10-3 10-1-13 �-0-0 42-0-0 OVERALL SPAN ��S / .- R5000 TPI-85 24.00" O.C. 8/26/94 ..� A TrusPlus Design � 12598 / VILL-TOM / Version 4.0 �- Otv = 22 / Truss name = D-598 f i � � � � � � r t � r � 4 � 1988 EDITION 902-905 excess of those set forth in Table No. 9-E shall be in buildings used for no other � purpose, shall not exceed one story in height and shall be without basements, crawl spaces or other under-floor spaces. Group H, Division 3 Occupancies containing water-reactive materials shall be ' resistant to water penetration. Piping for conveying liquids shall not be over or � �� through areas containing water reactives, unless isolated by approved liquid-tight � construction. � EXCEPTION: Fire-protection piping may be installed over reactives without isolation. r � (k) Special Provisions for Group H, Division 4 and Division 5. A Division 4 �� " Occupancy having a floor area not exceeding 2,500 square feet may have exterior walls of not less than two-hour fire-resistive construction when less than 5 feet $ from a property line and not less than one-hour fire-resistive construction when �� more than 5 feet but less than 20 feet from a property line. � Group H, Division 5 Occupancies shall have exterior walls of not less than one- :� hour fire-resistive construction or shall be surrounded by public ways or yards not � less than 60 feet in width. EXCEPTION: Exterior walls of a nonrated building fronting on pubtic ways or � yazds having a width of at least 40 feet may be of unprotected construction. The area increases allowed by Section 506 (a) shall not exceed 500 percent for � aircraft repair hangars, except as permitted in Section 506 (b). ;� (1) Special Provisions for Group H, Division 6. See Section 911. � Location on Property Sec. 903. Group H Occupancies shall be located on property in accordance � with Section 504 and this chapter. In Group H, Division 2 or Division 3 Occupan- ; � cies, not less than 25 percent of the perimeter wall of the occupancy shall be an >� exterior wall. �� :s EXCEPTIONS: 1. Liquid use, dispensing and mixing rooms having a floor azea '� of not more than 500 square feet need not be located on the outer perimeter of the building when they are in accordance with Section 901 (c). :" � 2. Liquid storage rooms having a floor area of not more than 1000 squaze feet � need not be located on the outer perimeter when they are in accordance with Section ,<< 901 (d). 3. Spray paint booths which comply with the Fire Code need not be located on the outer perimetec Exit Facilities Sec. 904. Stairs, exits and smokeproof enclosures shall be provided as speci- fied in Chapter 33. (See also Section 3320.) Light, Ventilation and Sanitation Sec. 905. (a) General Ventilation. In Group H Occupancy buildings, all enctosed portions customarily occupied by human beings, otherthan rooms and areas for which requirements are specified elsewhere in this section, shall be provided with natural light by means of exterior glazed openings with an azea 71 . ' 905 UNIFORM BUILDING CODE equa] to one-tenth of the total floor area of such portions, and natural ventilation by means of exterior openings with an openable area not less than one twentieth of the total floor area of such portions, or shall be provided with artificial light and a mechanically operated ventilation system. The mechanically operated ventilation system shall be capable of supplying a minimum of � cubic feet per minute of outside air per occupant, with a total circulated of not less than 15 cubic feet per minute per occupant in all occupied portions of the building. When recirculation of air is not permitted, the ventilation system shall be capable of providing not less than 15 cubic feet per minute of outside air per occupant. (b) Ventilation in Rooms Containing Hazardous Material. Rooms in which explosive, corrosive, combustible, flammable or highly toxic dusts, mists, fumes, vapors or gases are or may be emitted due to the processing, use, handling ! or storage of materials shall be mechanically ventilated as required by the Fire Code and the �Iechanical Code. Emissions generated at work stations shall be confined to the area in which they are generated as specified in the Fire and Mechanical Codes. The location of supply and exhaust opening shall be in accordance with the Mechanical Code. Exhaust air contaminated by highly toxic material shal] be treated in accordance with the Fire Code. A manual shutoff control for ventilation equipment required by this subsection shall be provided outside the room adjacent ro the principal access door ro the : room. The switch shall be of the break-glass type and shall be labeled "Ventilation ;' System Emergency Shutoff." (c) Ventilation in Group H, Division 4. In all buildings used for the repair or handling of motor vehicles operating under their own power, mechanical ventila- tion shall be provided capable of exhausting a minimum of 1 cubic foot per minute per square foot of floor area. Each engine repair stall shall be equipped with an exhaust pipe extension duct, extending to the outside of the building, which, if over 10 feet in length, shall mechanically exhaust 300 cubic feet per minute. Connecting offices and waiting rooms shall be supplied with conditioned air under positive pressure. EXCEPTION: In repair garages, enclosed heliports and aircraft hangars, the building official may authorize the omission of such ventilating equipment when, in his opinion, the building is supplied with unobstructed openings to the outer air which aze well distributed and sufficient in size to provide the necessazy ventilation. ' (d) Sanitation. Every building or portion thereof where persons are employed shall be provided with at least one water closet. Separate facilities shall be provided for each sex when the number of employees exceeds four and both sexes are employed. Such toilet facilities shall be located in such building or conven- iently in a building adjacent thereto on the same property. Toilet rooms shall be provided with a f�lly openable exterior window at least 3 square feet in area; or a vertical duct not less than 100 square inches in area for the first water closet, with 50 additional squaze inches for each additional fixture; or a mechanically operated exhaust system capable of providing a complete change of 72 1988 EDITION 905-910 a'u every 15 minutes. Such systems shall be connected directly to the outside, and the point of discharge shall be at least 5 feet from any openable window. For other requirements on water closets, see Sections 510 and 511. Shaft Enclosures Sec. 906. Exits shall be enclosed as specified in Chapter 33. Elevator shafts, vent shafts and other vertical openings shall be enclosed, and the enclosure shall be as specified in Section 1706. Doors which are a part of an automobile ramp enclosure shall be equipped with automatic closing devices. Sprinkler and Standpipe Systems Sec. 907. When required by other provisions of this code, automatic fire- extineuishing systems and standpipes shall be designed and installed as specified in Chapter 38. Special Hazards Sec. 908. Chimneys and heating apparatus shall conform to the requirements of Chapter 37 of this code and the Mechanical Code. Every boiler, centra] heating plant or hot-water supply boiler shall be separated from the rest of the building by not less than a two-hour fire-resistive occupancy separation. In Divisions 1, 2 and 3, there shall be no openings in such occupancy separations except for necessary ducts and piping. In Division 4 Occupancies, devices which generate a spark, flame or glow capable of igniting gasoline vapors shall not be installed or used within 18 inches of the flooc N Equipment or machinery which generates or emits combustible or explosive dust or fibers shall be provided with an adequate dust-collecting and exhaust system installed in conformance with the Mechanical Code. Equipment or sys- 'z tems that are used to collect, process or convey combustible dusts or fibers shall be provided with an approved explosio� venting or containment system. ti Combustible fiber storage rooms or vaults having a capacity of more than 100 � cubic feet shall be separated from the remainder of the building by a two-hour fire- resistive occupancy separation. � Cellulose nitrate film storage and handling shall be in accordance with Chapter ; 48. �� Fire Alarms F Sec. 909. An approved fire alarm system shall be installed in Group H F Occupancies used for the manufacturing of organic coatings as specified in the � Fire Code. F Explosion Venting Sec. 910. Explosion venting shall be provided to vent the gases resulting from � deflagrations of dusts, gases or mists in rooms, buildings or other enclosures as � required by the Fire Code so as to minimize structural or mechanical damage. If tt 73 910-911 UNIFORM BUILDING CODE detona[ion rather than deflagration is considered likely, protective devices or systems such as fully contained barricades shall be provided, except that explo- sion venting to minimize damage from less than 2.0 grams of TNT (equivalence) is permitted. Walls, floors and roofs separating a use from an explosion exposure shall be designed to resist a minimum internal pressure of 100 pounds per square ` foot in addition to the loads required by Chapter 23. I:€ Explosion venting shall be provided in exterior walls or roof only. The venting shall be designed to prevent serious structural damage and production of lethal projectiles. The aggregate clear vent relief area shall be reeulated by the pressure resistance of the nonrelieving portions of the building and be designed by persons competent in such design. The design shall recognize the nature of the material and its behavior in an explosion. Vents shall consist of any one or any combination of the followin� to relieve at a maximum internal pressure of 20 pounds per square foot, but not less than the loads required by Chapter 23. 1. Walls of lightweight material. 2. Lightly fastened hatch covers. 3. Lightly fastened, outward-opening swinging doors in exterior walls. 4. Lightly fastened walls or roof. Venting devices shall discharge vertically or directly to an unoccupied yard not less than 50 feet in width on the same lot. Releasing devices shall be so located that the discharge end shall be not less than 10 feet vertically and 20 feet horizontally from window openings or exits in the same or adjoining buildines or structures. The exhaust shall always be in the direction of least exposure and never into the interior of the building unless a suitably designed shaft is provided which dis- charges to the exterior. See Footnote 7 of Table No. 9-A. � Division 6 Occupancies Sec. 911. (a) General. In addition to the requirements set forth elsewhere in this code, Group H, Division 6 Occupancies shall comply with the provisions of this section and the Fire Code. (b) Fabrication Area. 1. Separation. Fabrication areas, whose size is limited by the quantity of HPM permitted by the Fire Code, shall be separated from each other, from exit corridors, and from other parts of the building by not less than one-hour fire-resistive occupancy separations. EYCEPTIONS: 1. Doors within such occupancy separation, including doors to corridors, shall be only self-closing fire assemblies having a fire-protection rating of not less than three-fourths hour. 2. Windows between Yabrication azeas and exit corridors may be in accordance with Section 3305 (h) 2. 2. Floors. Except for surfacing, floors within fabrication areas shall be of noncombustible construction. Openings through floors of fabrication areas may be unprotected when the interconnected levels are used solely for mechanical equipment d'uectly related to such fab azea. See also Section 1706 (a), Exception 8. When forming a part of an occupancy separation, floors shall be liquid tight. 74 S � ,��- ��-. , . � � "-r 36.101-36.103 UN�FORM FIRE CODE 1988 EDITION 45.101-45.104 ARTICLE 36 PART V DRY CLEANING WITH NONCOMBUSTI E LIQUIDS SPECIAL PROCESSES Sc Sec. 01. This article applies to dry-cleaning pla or systems as defined in �" ARTICLE 45 Section 9. in which only noncombustible liquids e used. APPLICATION OF FLAMMABLE FINISHES EXC ON: In plants that are not open to t public, flammable or combusti- ble liquids m used for spotting operations rovided: �IVISIOII � I.Quantities 'quidsinstorageexceedi gallonshellbekeptwithincabinets GENERAL PROVISIONS 1 that compty with Se ' n 79.201 (g). 2. Quantities of liyw 'n storage exce ng 10 gallons shull be within a room that complies with Section 79. or 79.20 $COp@ 3. Dispensing of liquids fr cont ers at work stations shall be from approved Sec. 45.101. This ar[icle shall apply to locations or areas where the following safety cans. activities are conducted: Pel'mits 1. The application of flammable or combustible paint, varnish, lacquer, stain ' Sec. 36.102. For permits to en e in cleaning, see Section 4.108. or other flammable or combustible liquid applied as spray by compressed air, "airless" or "hydraulic a[omization," or by steam or electrostatic Equipment methods or by any other means in continuous or intermittent process; and Sec. 36.103. Equipment us for dry cleaning I be suitable for the type of 2. Dip tank operations in which articles or materials are passed through solvent. Transfer of solvent 11 be by closed piping tem. conten[s of [anks, vats or containers of f7ammable or combustible liyuids, Emergency mechanical entilation equipment desi d to provide an air including coating, finishing, treatment and similar processes; and change every five minut shall be installed within room ' which solvent is ;� 3. The application of combustible powders when applied by powder spray stored or used. Openin hat provide emergency ventilation � ll be within l5 guns, electrostatic powder spray guns, fluidized beds or electrostatic feet of solvent equipm or storage and shall discharge at an ap ved location. fluidized beds. Switches to operate e rgency ventilation shall be at an approved ation. Combustion air f fuel-burning equipment shall be taken from exterior open- Permits ings that are loc d at least 5 feet from exhaust openings of dry-cleaning Sec. 45.102. For permits for spraying or dipping operations utilizing flanuna- equipment. ble or combustible liquids, see Section 4.108. Smoking Prohibited Sec. 45.103. Smoking shall be prohibited in any spray-finishing areas and in ;, the vicinity of dip tanks. NO SMOKING signs with lettering of approved size I; shall be conspicuously posted in such areas. Welding Warning Signs Sec. 45.104. Conspicuous signs conveying the following warning shall be , � posted in the vicinity of all spraying areas, dipping operations and paint srorage ; rooms: NO WELDING `' ' The use of welding or cutting equipment in or near this �' area is dangerous because of fire and explosion. Weld- ing and cutting shall be done only under the supervision " of the foreman in charge. � 118 - 119 c a. � 45.105-45.203 UNIFORM FIRE CODE 1988 EDITION 45.203-45.205 Electric Wiring and Equipment (g) Separation. Each spray booth shall bc separated from other operations by Sec. 45.105. Electric wiring and equipment shall conform to the provisions of + not less than 3 feet or by a wall or partition or by a greater distance as the chief may this article and shall otherwise be installed in accordance with the Electrical Code. require. (h) Clear Space. All portions of a spray booth shall be readily available for cleaning, and a clear space of not less than 3 feet shall be kept free of srorage or Division II combustible materials. (i) Light Fixtures. When spray booths are illuminated, it shall be done through $PRAY FINI$HING heat-treated or hammered wire glass. fixed lighting units otily shall be used as a Definitions source of illumination, and panels shall be arranged so as to minimize breakage and so that normal accumulation of residue on the exposed surface of the panel Sec. 45.201. For definitions of SPRAYING AREA, SPRAY BOOTH and wi11 not be raised to a dangerous temperature by radiation or conduction from the SPRAYING ROOMS, see Section 9.121. source of illumination. LoCation of Sprey-flnishing OperatiOns (j) Exit Doors. Exit doors from premanufacWred paint spray booths may be � Sec. 45.202. Spray-finishing operations shall not be conducted in buildings feet 6 inches by 6 feet 8 inches. '_ used for assembly, educational, institutional or residential occupancies except in a Dry-type Overspray ColleCtOrs (Exhaust Alr Filters) room designed for the purpose, protected with an approved system of automatic Sec. 45.204. (a) General. Overspray dry filters or filter rolls, if installed sprinklers and separated vertically and horizontally from other areas by construc- � in conventional dry-type spray booths, shall conform ro Section 45.204 (c) tion complying with the requirements of the Building Code. through (g). In other occupancies, all spraying operations performed inside of a building , shall be conducted in an approved spray booth, spraying area or spraying room (b) Maintaining Air Velocity. Dry spray booths equipped with a filter roll ; approved for such use. Limited spraying areas for "toach-up" or "spot painting" which is automatically advanced when the air velocity is reduced to less than 100 _ may be approved, provided they meet the requirements of this code. lineal feet per minute shall be arranged ro cause shutdown of spraying operations _ if the filter roll fails to advance automatically. Visible gages or audible alarm =_ Sp�ey BOOthS devices shall be installed to indicate that the required air velocity is maintained, as ` Sec. 45.203. (a) Materials. Spray booths shall be substantially constructed of required by Section 45.206. ; steel not less than No. l8 gage (.044 inch) in thickness or other approved (c) Filter Disposal. All discarded filter pads shall be immediately removed to a noncombustible materials. safe, well-detached location or placed in a water-filled metal container and (b) Size. The area of a paint spray booth shall not exceed I500 square feet nor 10 disposed of at the close of the day's operation. percent of the basic area permitted for the major use of the building as set forth in (d) Filter Location. The location of filters in a spray booth shall be so as not to j Table No. 5-C of the Uniform Building Code. reduce the effective booth enclosure of the articles being sprayed. � ' (c) Surfaces. The interior surfaces of spray booths shall be smooth and (e) Spontaneo�s Ignition. Filters shall not be used when applying a spra�� {; continuous without edges and otherwise designed to prevent pocketing of residue, material known to be highly susceptible to spontaneous heating and ig�ition. to permit the free passage of exhaust air from all parts of the interior and to (� Filter Material. Clean filters snall be noncombustible or of approved type. � facilitate washing and cleaning without injury. (g) Changing Filters. Filters shall not alternately be used for the application of (d) Floors. The floor shall be of noncombustible material or shall be covered lacquer and other materials such as varnish, stains and ground coats. with a noncombustible, nonsparking material of such character to facilitate the safe cleaning and removal of residue. EleCtrieal and Other Sources of Ignition (e) Baffles. If installed, baffle plates shall be of a noncombustible material Sec. 45.205. (a) General. There shall be no open flame or spark-producing readily removable or accessible to facilitate cleaning and designed to provide an equipment in any spraying area as defined in Section 45.201 nor within 20 feet even flow of air through the booth and to prevent the deposit of overspray before it thereof, unless separated by a partition, except as permitted in Section 45.21 1, �+ enters the exhaust duct. Such plates shall not be installed in the exhaust ducts. Drying Apparatus, and Sections 45.401 and 45.402, Electrostatic Apparatus. � (� Deflectors. Each spray booth having a frontal area of more than 9 square Space-heating appliances, steam pipes or hot surfaces shall not be located in a feet and which is not equipped with doors shall have a metal deflecror or fire spraying area where deposits of combustible residues may readily accumulate. curtain not less than 4�/z inches deep installed at the upper outer edge of the booth Unless specifically approved for locations containing both deposits of readily over the booth opening. ignitable residue and explosive vapors, there shall be no electrical equipment in � 4. 120 121 ( � ' r� � ..: � i ar.•pAS �. r.�t:d+�� +�av�;:�":*,iv} E� � r"ra � a x .�� s: a ts�a�r�"4�, , �� > `� .� . � . +� . . A , ., � ' . . . . � .. � . :, f' '�"'kat '��, a:�: � . . ., �... . .. . . , „� „ . .. . . . . . " _ 45.205-45.206 UNIFORM FIRE CODE 1988 EDITION 45.206 any spraying area whereon deposits of combustible residues may readily accumu- (d) Duct Material and Discharge Point. Exhaust ducts shall be constructed of late, except wiring in rigid conduit or boxes or fittings containing no taps, splices steel having a thickness not less than indicated in the table below: or terminal connections and except as hereinafter provided in Section 45.21 l(c) relating ro drying apparatus and Sections 45.401 and 45.402 relating ro electro- MiNiMUM rHicKNess SLB�IC 3pp8C8tUS. DIAMETER OF DUCT SHEET (Gege) ; (b) Hazard Classification of Wiring and Equipment. Electric wiring and 8" or less No. 24 I equipment not subject to deposits of combustible residues but located in a spray- Over 8" to I8", inclusive No. 22 ing area shall be of explosion-proof type approved for use in such hazardous Over 18° to 30", inclusive No. 20 location. Such area shall be considered a Class I, Division 1 hazardous location in Over 30" No. 18 accordance with the Electrical Code. Electrical wiring, motors and other equipment outside of but within 20 fect of any spraying area and not separated therefrom by partitions shall not produce The discharge Point for exhaust ducts in a paint spray booth shall be not less spazks under normal operating conditions. Such area shall be considered a Class [, than 6 feet from adjoining combustible construction nor less than 25 feet from Division 2 hazardous location in accordance with the Electrical Code. adjoining exterior wall openings. (c) Electric Lamps. Electric lamps outside of but within 20 feet of any EXCEI''I'[ON: The discharge point forexhaust ducts in water wash spray booths spraying area and not separated therefrom by a partition shall be rotally enclosed is not required. to prevent the falling of hot pazticles and shall be protected from physical damage by suitable guards or by location. . (e) Duct Clearance. Exhaust ducts shall have a clearance from unprotected Portable electric lamps shall not be used in any spraying area during spraying combustible construction or material of not less than l8 inches. If combustible operations. Portable electric lamps, if used during cleaning or repairing opera- construction is provided with the following protection applied ro all surfaces tions, shall be of the type approved for hazardous locations. within 18 inches, clearances may be reduced to the distances indicated. � (d) Grounding. All metal parts of spray booths, exhaust ducts and piping 1. No. 28 gage (.044-inch) sheet metal on /a-inch systems conveying Class I or II liquids shall be properly electrically grounded in , insulating millboard . . . . . . . . . . . . . . . !. . . . . . . . . . . . . . . . . . .12 inches accordance with the Electrical Code. 2. No. 28 gage sheet metal on �/s-inch insulating millboard spaced out 1 inch � ' on noncombustible spacers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 inches Ventilation of Spray Booths and Spray Areas 3. No. 22 gage (.027-inch) sheet metal on 1-inch rockwool batts reinforced Sec. 45.206. (a) General. All spraying areas shall be provided with mechani- with wire mesh or the equivalent . . . . . . . . . . . . . . . . . . . . . . . . . .3 inches cal ventilation adequate to prevent the dangerous accumulation of vapors. � Mechanical ventilation shall be kept in operation at all times while spraying (� Makeup Air. Air exhausted from spraying operations shall not be recircu- operations are being conducted and for a sufficient time thereafter to allow vapors lated. from drying coated articles and dry finishing material residue to be exhausted. The mechanical ventilation system shafl have air intake ducts extended to pick The electrical equipment shall be interlocked with the ventilation of spraying area up flammable vapor within 6 inches of the floor. so that the equipment cannot be operated unless the ventilation fans are in (g) Air Velocity. The spraying opera[ions shall be so designed, installed and = operation. maintained that the average air velocity over the open face of the booth (or booth : (b) Independent Ducts. Each spray booth shall have an independent exhaust cross section, in direction of airflow, during spraying operations) shall not be less _ duct system discharging to building exterior, except multiple cabinet spray b�oths than 100 lineal feet per minute. _ in which identical spray-finishing material is used with a combined frontal area of (h) Duct Bends. Exhaust duct system shall not be installed at an angle exceed- '__ not more than 18 square feet may have a common exhaust. If more than one fan ing 45 degrees measured from the center line of the duct. Every bend, turn or ; serves one booth, all fans shall be so interconnected that one fan cannot operate � elbow in any duct or pipe shall be so constr�cted as not to reduce the cross- _ ' without operating all. sectional area of the duct or pipe. _ (c) Fan Motors and Belts. Electric motors driving exhaust fans shall not be (i) Cleanouts. Cleanout openings shall be provided at intervals which shall ; placed inside booths or ducts. Fan rotating element shall be nonferrous or non- permit thorough cleaning of ducts. All cleanout openings in ducts or pipes shall be _ sparking or the casing shall consist of or be lined with such material. equipped with tight-fitting sliding or hinged doors constructed of inetal which is = � Belts shall not enter duct or booth unless belt and pul ley within the duct or booth equal or greater in thickness than the duct or pipe, and such doors shall be = are tighdy enclosed. equipped with a substantial latch holding the door tighdy closed. _ � 122 123 � r � r �i,i�'��4dr�t.�,e � '�•�°'� �, r,lti '"t, �'�C' � �,��k :.w�:.��,�. -- '� i ,'� �+" �,JT„' • •' ., ,. ,, , . . , , . .. ,: ... , ' . . ; .: . . . . � . . r. p;. • r - � � 1 , . _ . . , � �� _ � . . . .. . . . . ,.. . . . . . . _ . ..r _R�. ,. , �r� . . .. _ . I • f 45.207-45.208 UNIFORM FIRE CODE 1988 EDITION 45.208-45.211 Limited Spl'aying Areas be grounded. Piping systems for Class I or ll liquids shall be permanently Sec. 45.207. Limited spraying areas commonly known as "spotting" or i grounded. "touch-up" areas are less hazardous than yuantity production spray-finishing Flre Equipment operations and may be approved by the chief, providcd they conform to the following requirements: Sec. 45.209. (a) All spray booNis or spray rooms shall be protected by an 1. Such areas are built and maintained in accordance with the Building Code approved auromatic fire-extinguishing system. � I requirements for a Group H, Division 4 Occupancy. , (b) Portable fire-protection equipment shall be provided near all spraying areas ! 2. The size ofjob to be done in such areas does not exceed 9 square feet and is as provided for extrahazardous occupancies in U.F.C. Standard No. 10-1. not of a continuous nature. (c) Space within spray booth on the downstream and upstream sides of filters : Note: It is the intent of Item 2 to allow only small jobs which in their shall be protected with approved auromatic sprinklers. _ entirety do not exceed 9 syuare feet. Ope�atlOn3 and Me(ntenanCe 3. Positive mechanical ventilation is installed providing a minimum of six ' Sec. 45.210. (a) All spraying areas sha11 be kept free from the accumulation of complete air changes per hour. Such system shall meet the requirements of deposits of combustible residues as practical, with cleaning conducted daily if this code for handling flammable vapors. necessary. 4. All electrical wiring within 10 feet of the floor shall comply with Class I, � Division 2locations in accordance with the Electrical Code. (b) Scrapers, spuds or other such rools used for cleaning purposes shall be of nonsparking material. 1 (c) Residue scraping and debris contaminated with residue shall be imme- Storage and Handling of Flammable or Combustible Liquids diately removed from premises and properly disposed of. Sec. 45.208. (a)'Che storage and handling of flammable or combustible liquids (d) The use of solvents for cleaning operations shall be restricted to Class II and i shall be in accordance with Article 79 of this code and shall also conform to the Class III liquids, except solvents with flash points not less than those normally ' provisions of this section. � used in spraying operations may be used for cleaning spray nozzles and auxiliary (b) Where the quantity of liquid in 5-gallon and smaller containcrs, other than equipment, provided such cleaning is conducted inside spray booths and ventilat- original sealed containers, exceeds a total of 10 gallons, it shall be stored in a ing equipment is operating during cleaning. srorage cabinet conforming to Section 79.201 (g) or in storage or mixing rooms (e) Spray booths shall not be altemately used for different types of coating i conforming to Section 79.202, 79.203, or 79.804. materials where the combination of [he materials may be conducive to spon- � (c) Original closed containers, approved portable tanks, approved safety cans � taneous ignition, unless all deposits of the first-used material are removed from ;I or a properly arranged systetn of piping shall bc uscd for bringing flammable or the booth and exhaust ducts prior to spraying with the second. combustible liquids into spray-finishing areas. Open or glass containers shall not (� Approved metal waste cans shall be provided wherever rags or waste are '� be used. impregnated with finishing materials and all such rags or was[e deposited therein (d) Containers supplying spray nozzles shall be of closed type or provided with immediately after use. The contents of waste cans shall be properly disposed of at ! least once dail and at the end of each shift. metal covers kept closed. Containers not resting on floors shall be on noncombus- Y ! tible supports or suspended by wire cables. Containers supplying spray nozzlcs by gravity flow shall not exceed 10 gallons capacity. Dfylllg Appal'atUs (e) All containers or piping to which is attached a hose or flexible connection Sec. 45.211. (a) Drying appazatus shall, in addition ro conforming with the � shall be provided with a shutoff valve at the connection. Such valves shall be kept requirements of this azticle, comply with the applicable provisions of Article 62, shut when not in use. Industrial Baking and Drying Ovens. (� Heaters shall not be located in spray booths nor other locations subject to the ' (b) Spray booths, rooms or other enclosures used for spraying operations shall accumulation of deposits or combustible residue. not altemately be used for the purpose of drying by any arrangement which will (g) If flammable or combustible liquids are supplied ro spray nozzles by cause a material increase in the surface temperature of the spray boo[h, room or � positive disp(acement pumps, pump discharge line shall be provided with an endosure. � approved relief valve discharging to pump suction or a safe detached location. (c) Except as specifically provided in Section 45.211 (d), drying or baking (h) When a flammable mixture is transferred from one portable container to ' units utilizing a heating system having open flames or which may produce sparks another, a bond shall be provided between the two containers, one of which shall shall not be installed in a spraying area as defined in Section 45.201, but may be � 124 125 t i .� . "�:� _ _ _ � � , , . _.- �;,��. . . ;; �s�# � .. > , . — 3 ' z• , ��, . . ,.. . . ��,:� ,`"� .,�� . . ..,� � � `. � ; , ' �.. �'. . . ��• . ::' y -';: .' . . � .. . ;'�� ':w � F... v ... ... .... . .. : . .. .. . .. . . . . .. � .. ... . r..`.Yt. I � ' 1988 EDITION 45.302-45.305 1 45.211-45.301 UNIFORM FIRE CODE installed adjacent thereto when equipped with an interlocked ventilating system Ventllation of Vapor Areas attanged to: Sec. 45.302. (a) All vapor areas shall be provided with mechanical ventilation '� 1. Thoroughly ventilate the drying space before heating system can be adequate to prevent the dangerous accumulation of vapors. started; (b) Required ventilating systems shall be so arranged that the failure of any 2. Maintain a safe atmosphere at any source of ignition; ventilating fan shall automatically s[op any dipping conveyor system. 3. Automatically shut down heating system in the event of failure of the COnstruction Of Dip Tenks ventilating system. , Sec. 45.303. (a) Dip tanks, including drain boards if provided, shall be (d) Automobile refinishing booths or enclosures, otherwise installed and main- constructed of substantial noncombostible material and their supports shall be of i tained in confonnity with this division, may alternately be used for drying with heavy metal, reinforced concrete or masonry. ! portable infrared drying apparatus when conforming with the following: (b) Dip tanks of over 150 gallons in capacity or 10 square feet in liquid surface 1. The procedure shall be restricted to low volume, occasional spray area shall be equipped with a properly trapped overflow pipe leading to a safe application. . location outside buildings. 2. Interior of spray enclosures shall be kept free of overspray deposits. (c) The bottom of the overflow connection shall be not less than 6 inches below 3. During spray operations, the drying apparatus and electrical connections the top of the tank. and wiring thereto shall not be located within spray enclosure nor in any (d) Dip tanks over 500 gallons in liquid capacity shall be equipped with bottom other location where spray residue may be deposited thereon. drains automatically and manually ananged to quickly drain tank in event of fire, 4. Spraying apparatus, drying apparatus and ventilating system of spray unless the viscosity of the liquid at normal atmospheric temperature makes this enclosure shall be equipped with suitable interlocks so arranged that impractical. Manual operation shall be from a safely accessible ]ocation. Where j (i) Spraying apparatus cannot be operated while drying apparatus is gravity flow is not practicable, automatic pumps shall be provided. i inside spray enclosure. (e) Such drains shall be trapped and discharge to a closed, properly vented � (ii) Spray endosure will be purged of spray vapors for a period of not less salvage tank or to a safe outside location. � than three minutes before drying apparatus can be energized. ; (� Dip tanks utilizing a conveyor system shall be so ananged that in the event of (iii) Ventilating system will maintain a safe atmosphere within the enclo- fire the conveyor system shall automatically cease motion and required bottom sure during the drying process and drying apparatus will automat- drains shall open ically shut off in the event of failure of the ventilating system. 5. All electrical wiring and equipment of drying apparatus shall conform to Storege and Handling Of Flammeble or CombUStible LlquldS the provisions of this article and shall otherwise be installed in accordance Sec. 45.304. The srorage and handling of tlammable or combustible liquids with the provisions of the Electrical Code. Only equipment of a type shall be in accordance with Article 79. approved for Class I, Division 2, hazardous locations, in accordance with Electrical and Other SourCes of Ignitfon the Electrical Code shall be located within 18 inches of floor level. All metallic parts of drying apparatus shall be properly electrically bonded and Sec. 45.305. (a) There shall be no open flames, spark-producing devices or �, grou�ded. heated surfaces having a temperature suf5cient ro ignite vapors in any vapor area. (b) Electrical wiring and equipment in any vapor area shall be explosion-proof type approved for use in such hazardous locations. Such area shall be considered a Class I, Division 1, hazardous location in accordance with the Elec[rical Code. Division III (c) Unless specifically approved for locations containing both deposits of DIP TANKS readily ignitable residues and explosive vapors, there shall be no electrical � equipment in the vicinity of dip tanks or associated drain boards or drying Loeatlon of Dip Tank Operatfons operations which are subject to splashing or dripping of dip tank liquids, except Sec. 45.301. Dip tank operations shall not be conducted in buildings used for wiring in rigid conduit or in threaded boxes or fittings containing no taps, splices assembly, institutional or residential occupancies, except in a room designed for or terminal connections and except as hereinafter specifically permitted in Sec- the purpose, protected with an approved system of automatic sprinklers and tions 45.401 through 45.405, relating to electrostatic apparatus. separated vertically and horizontally from other areas by construction complying I (d) In any floor space outside a vapor area, but within 20 feet therefrom and not with the provisions of the Building Code. separated by tight partitions, there shall be no open flames or spark-producing �: 126 127 �+, e; -�`��,. . � °c,.. : t ; _ � �. � ,� . � z .. � i k l . f � �' ,r�"'�. }� �`'' �e �; "`�s,.�`'� ��SS""� �r� �� r. 'y �* 3 �S t F p M4 . . .t.,,.. . ..v,..... ? ..e..�. e�... _�. r�� . ., m...''�._ ,'+v, . . ,. t... _ __ ._ . ,. .. . . C.-.''..° 1. iF ._^-4"-.'�� _?'��_�+l:!�Yw'-.'-z�..��f� ��`-.�2.�'�* .e . �... �^ P . 0 4 . j � � � 2422 Fnt�rprtss Drtvo *� 'K Ad�ndolo NE�hl�, l�IN 3,712U � p �� (�i3) �8i--79i4 FAX:68i-9#a8 �n eer � � � ��°� � # .*. 625 ur4t,wcy to N.�_ � 7� . , Bla(�. J�IN SS434 " (812} 78�-1884 �'AX:783--1883 Certi�icate of Survey fo�: PRl�R LAlC� p�1/�ZppM��T - ,��X. ��a� � fS�E 3i�E �LAN - F� g D�E7'AlL 9 L.00Q7yQH} / ` � G; , , �I / .. �TOP F NtJ6 1J �� EL�Y.■105T.53 � r _ J�� VO N��7�15'�tG ` � l p ' 10 �b0 --- � Fpqg,f ( g r l037.10 i . 1 / � O , , 1 � B � . � � �l$.Z � E lo`h..� ! • , t05Z.8 � 0. - 106.0 . �� .��,� HYD1� � � 1 � � `` �° s�o �F � - , " � �. � � i ;�� , f � � � � �- j. � �� ;-- g � o �� z 1049.8 J 049.7 ,f . �� Z � f rS � a �l�.� �'Kza _ i 4 ��-� . . � � c rx aqyE '_ } ��{ � � � �� i (� r,� � ti.t� � 104�` (Q48.8 . ` �} �j ` ~ ,..--'�IRST FLOOR a J �� {` ' / . . Q �LE1C• �048.5 ��1 ` � � � 640 - 7�O.�.F. -_.... ROPOSED �4 l � ` fOSIB "� 9 1�9�lLDIhiC �t ��j � 60� c&frr�R � , ,,. a /� °c D��v� � (033r86 �� $� g � � IOS3.4 �` -- 6 -- . _- - -- ! � `�J�.�� 447 ~�\ ��ds� 22 E. I � N8�15`42 r 85o�p`4i�W � .. � � �� ' a ELtVtl05266 l �'`�� i i� � � � . LOT AREA= 49�Oa9 5.F � �'r giJILDING AREA= 9�510S.F � �a� �a COYERAQE• � i9.4 • � �. , �0 atnaes stiorwN r�t cie.�,bws run sr. P I 0�lEE R � ►ro,� auau�c o.r�aNs sr+ow� �+Ae Faa ►iaraao�r� �u+G v�icx LOCA110N Of STRl1CRXtfS pAY. SEE ARCkI#o7tu�C PLAHS f�R 8U4,QDiC IHHO R7UFIOAIA)H i�TtpQy$, - . NOZEt CAid77t11CTOR WST VFRtFY dR1YEWAY DESidL TWS CFR1iF7GIlE DOES NOT PURPORT TO g101Y EASE)iE71T5 r�a� ►w �c sa�S wvESttc�ttraM rus e�li �DYPLErED• a�t 1ws owat tri,w ni�E s+ovM oU T►1� RECOf�oen vt�►t. LOT BY 1HE S�RtiE1fdR. T?iE SlXT�18aJiY Of SOILS TU SUPPORT 1?�E B�E�JtlIfGS 5FfOMN ARE ASSIA1Eb SpEQF1C HOUSE PftOPO�D IS 1WT � RESPOMS�CJ7Y OF S}r �JRVEYIOt. � - _ PROP4SED HOU� FE�VA�i10N x oaaoo Dacsates Extsting �t4wt3on _ { ooam ) t?fnatas Proposed Eleva#ion Lawayt Floor devaHon: � —_ tl...,..f� h..,�......e �. �i►ai�... r....__.._♦ WILDS MAINTENANCE BUILDING SPRINKLER SYSTEM PLAN REVIEW 1. Paint Room area is to be classified as Extra Hazard (Group 2) NFPA A-1-7.4.1 - Extra heads may be required. 2. Pressure gauge shall be installed above and below each alarm check valve - NFPA 5-1.2. 3. All pendant type sprinkler heads shall be listed for dry pipe systems - NFPA 5-2.2. 4. Air supply shall be from a source available at all times, capable of restoring normal air pressure within thirty (30) minutes - NFPA 5-2.7.1. 5. The air supply shall be maintained automatically - NFPA 5-2.7.2. Automatic devices must be listed for intended use. 6. Air filling connection shall be at least 1/2" I.D. with approval. Check valve, control valve, small air cock relief valve, and air supply valve - NFPA 5-7.7.3 & NFPA 5-7.7.5. 7. Pressure gauges shall be connected to: A. On the water side of the dry pipe system. B. At the air pump supplying the air receiver. � C. At the air receiver. D. In each independent pipe from the air supply to the dry pipe system. E. At each exhauster and accelerators - NFPA 5.2.8. 8. Supply for the Dry Pipe Valve and automatic air recharge device, information on the approved operation, maintenance, and installation of the valve, at the hydrostatic test. 9. Note the "No Parking" area on the attached site plan. 10. All materials, fittings, and devices must be approved for the intended use. 11. Provide automatic drip for Fire Department connection. Automatic drip shall be located so as to drain all of the piping from the Fire Department connection to the check valve. 12. Full testing of air maintenance system will be required. PLETI2.WRT WILDS MAINTENANCE BUILDINC SPRINKLER SYSTEM PLAN REVIEW 1. Paint Room area is to be classified as Extra Hazard (Group 2) NFPA A-1-7.4.1 - Extra heads may be required. 2. Pressure gauge shall be installed above and below each alarm check valve - NFPA 5-1.2. 3. All pendant type sprinkler heads shall be listed for dry pipe systems - NFPA 5-2.2. 4. Air supply shall be from a source available at all times, capable of restoring normal air pressure within thirty (30) minutes - NFPA 5-2.7.1. 5. The air supply shall be maintained automatically - NFPA 5-2.7.2. Automatic devices must be listed for intended use. 6. Air filling connection shall be at least 1/2" I.D. with approval. Check valve, control valve, small air cock relief valve, and air supply valve - NFPA 5-7.7.3 & NFPA 5-7.7.5. 7. Pressure gauges shall be connected to: A. On the water side of the dry pipe system. B. At the air pump supplying the air receiver. C. At the air receiver. D. In each independent pipe from the air supply to the dry pipe system. E. At each exhauster and accelerators - NFPA 5.2.8. 8. Supply for the Dry Pipe Valve and automatic air recharge device, information on the approved operation, maintenance, and installation of the valve, at the hydrostatic test. 9. Note the "No Parking" area on the attached site plan. 10. All materials, fittings, and devices must be approved for the intended use. 11. Provide automatic drip for Fire Department connection. Automatic drip shall be located so as to drain all of the piping from the Fire Department connection to the check valve. PLETI2.WRT l�G. 7J�� Sl'��-q OT A�r l�na�N�c4 S.,�SC-eA.� �.J:�� Q.a T+eguir2� d U 1 l • � � U �- -4. w C i -6.-1""" �j�` � � +t�.'"__ `�- v :'., _ : _ _ -� _... .�. _ _ = ' � _ _- _ ". - . � .. _ .. __ - _ _ � ` � - - _ _ � :..., :: �:. . �.,. �.... =�: � __� --' �- ' . , _._ __ _ • . . . . ,. . r = ; _ � �: i ' ' ; i E . i. -.. � � � � ... ' -- . , '-.' _ _ .. ' � .. , . � ' y � � . . - � .. i : . i __ _. , ... . ... .... . _ . _.... . ,. . . , .. . , .:. �. . .:: , ... �� _ .,. : ` :.' , �: : . . . ..._t . :>. - E:� ', = ' . . - - . .k. • • : - - - - . � ' t '- __ _.. �. ._.. � . ... �?' � . r . � . , ' „. .u. .y. .;,. _i... . y . ; :: ..,� _.;...;:� ::. . L . . ..:y. :;, _ __ _ _ _ �..: �. �... _;,.. �,�. ::.. .. .. .. . . .. .. . . � �,� 'i� a� ,: �.� - . .. . . .. . . .., ..:: :...,.. ... �. . . .. . . 'G...,...��5 :�. . - - ' . . .. .. . . . �:. :; .;....:..�� .�...: � �.�. .. . .. . . . . . .. . . . .. . .. .. .. . '�t.... . . .. .. . . .. ....... . .. . �. �., .._.�� .. � r�l �.�� t'.. � v �+ ' 1.� i' � ��.; .....��. s . . ...... c..... L Ii . __ .;......� .. . ,..... � ._D _..._ ,,,: � ,� ti `,.,; „� �� ..._..�� .��'� . ..�� .�..:_.,� ,,......� .,......,, ,d'.: I ...... ....n ;r..:::, _ i . �_.... ......,,.. , ` ii__ 4 : ' .......... ;�.......� �:....:�: .. . �� ' .. ..�.. �u::�.. 1.. � �.. .. '.. � ��.......� .�� . ........�� ..�:.......�....f. ......�. . ... .. . .. .... .. . r .� :. . ......� .. . . . . . . r� .�i�'"...� i 1..., ' :. . i'r„'' _ . i.., .'.� . _ r 11_..�. . r., . �.... .... �... . ... , � .:., � ,r ii �_ .,. ., :..:.,.,..; .�. .. �.. ,..,... i..J;°�'.t'u:::i � .i. ..!?'•i ...r_ir.::.i:::. � , . , �.. .. . _ . ;';1"l�"!r:_ _I_�...�1:=. Ii� i . I r i ��;, . �� ; . � . .�.'rll �� ” ��' �..'�': ,� . ... _... ,. .,. , - � �. , , ._ .� .. ,, ........�_.. �.,. , �._� - ll..[l:. i..:�.... : ..- ,.. :�.�;-_.i � ... .._, _ ..,.. . ..... � . _ . ... _ .. 7 ' �'"�r.r •'. � � � �.+ . _, � , 1•'� .1 . . �. ,;.� '. . i::� � � � i.i � c ; � I::; : 't' ;"'� j..; ._, � . � i -; . u i � � , :..: � .._ �... . .,_ �._. . . � , : �•..: . . . . .... ,.., � . , �..:� �� ... , ,' . , , ._ � : . , ,..._ . �. �. ,� :. ..... . .. .._ . . .. . . . . . . _. . .... , . � ...... . � . . ._ ._ .... . ..._ � � . i... i � I � � i ::: i'*� � t. q .;. ! . ' �,� i � 1 ::. . . .. . . . . . . . . . ._ �... . �. _ �. . .... . .._.:... ...�_ ��-. :. ... ..... ._ �._� ... _. .... . f .. .. ; . �r,� . �.� ;..,�' ; : •;..: ;.:; ;— — — — — ,. ; �,.., z: � a'.._ �.... .., I i .., � � , ,, .,_ ,.._ .... ... , . , ..., .. . , , ,� . . .._ ..._ . ... ! �.... �.. .. ,. .... . .. . . ... . __ ... „ .,. .....�;�� -. i � i� i r._ , . � �... , ' i � .i .: � .. � ". �... ...: �_.. I... r'I I L7 � '..: � " I �... I , �.... i.. � �. r_ � , �."r r� i r-.'�" � . . _ . ,,,.- r „ ; _� ; i `� - � �; ;, � � : .. ,, I.�:_, ; .L'.�.�� . , .... , . : . ._._I,_.: i� :,. .. _.:_.�;; ._.: . ._, ;. , :: � .;, _;.;:_1..., ._,. _..._ ,._..'..�,..... ,,._. t..�l". _.,.. ... .... .... . :.. „ ..., , : �. . : �. �. :. . , , ... �..... � ,. :_:+....'_.: �_l �7 ;°,�_! ; l��.i : :.. .; •., ii i. ;l�''�� .� .' ; ,','�"t , .... . {� , . .� ;'.� F �'= ; .,. ._ �. �� ;_. � � : , � , .. ,. !..: i::t. L.. .. I 1_ �... ,. ..., , � �. . .1. ' . . . . .. . . . .... . ' ':'. . . .� i..� j`:i; ,._ � . . � : .. �. ::— ' . . . _.. ._,. `: � � � ;`.,� t- �:? � :� . , ., ; � i i��` . .�. . . .. .... ...,. . '. : : -, ' .�.. �_: .t i . `-. : .' .�...._, ... __ . .... ., �. ... � . :.... _.. � '. ; �.�` i � 1 �:::. . �.... , �..' ... i . , ::. ... .... �. .... ,..� . i r �._ � �' �:.: , , � ,... , , �., i ! �. �. 1',�j'.°, - ; , i .. ; � ,.... . ...... ........�. � .�...., , ._.. .. ., , ,.. ;: ,. . , ,; . :.: � , :. �,..� ,_.. _ ..., �__ r_. ... .i� = � � . r ... ..., _ .... _ .... .. ... ._ .._ .._ .._ .._ ._ .._ ._. .... .._ .._ .... � , ;... :.., � �:.:..., ... �:a � :,.. ._,� ,..; . ��... : F'• �,� i I _ t ��: i�'", C:"r'_ . �..,, ... .. ..... .... ;., . � ,.. . ,. :�. : 1� �.I.._, :-,1•' , , ,��. � � � � .... , � .i. . ; . � � . � �... _ t..; :. . . . . . . ,... ,._.: �. ._: � .... � . � J. �_: � '� .�. : .._. ..: . T .... � f:: , , � ' j...' � �„-.. , .. .. ;-.. ��; :._� .... . . : .... , .: i::: ; � :,.... .._ _ . . ... ... _ . i.. ,.: . . . -, . � i- �.. '-: . , , .._ . . .� �._. � -,.. .� � . . . . � '..: ,. � � � ' � � „ .;. �.. � '�.. ! i.�l `.::. � . � �. � F-.' '' ' '. . ,.. ' i ; :; C::- ,' r' I -� i' � � � J � .. . , : , ..... . . .:�. : :..:, . . : .:� � . .. :. ' r ' �-: , ;..,...� .....:. ... .....�..� ,,.:.�'r�' !.� .. .�......,-. .. ,...._ ,� , . �. ;-�. .. ..., . . .._.... . _._.. ...._. . . . . r�� i . . . .. ... _. . � -� ._� � : �...: ... °! �; , : :. ;• . i _ . . :.J : p. � � C:. t't 1" C::.1"`�. . ' I . . : . � ;.-, �._ . ...., ;. ., � � � .�..,�.... �:_ ' �." ,-:."' y_ C'.. '..";"'. . ' ....,.....�.;..�t::. ..'.' � ,. ��.,.'. ....,_.. �'�;.... _';:'..;... � . ��.:: .,. �.., .. t. , ,,.... ............. : � , ` . . .: �. . ..... ��.. ,,.....: . : . . �� .. � . �i. � , �,.., r .. , , . ... .. . ` 1 -- �il.'.'...:I..,,';;'.�; �:. ,,:,.. _�� , i , ��; .... ... . ..... . . .- , _. � �„ , � , .. ' ... . ._. , ... , ,.._ . , .i. , : ,• , �..� .. ,•„ : •-. i , .., ._ _. _ . .. , _. ; � �,,,._ �.. ..,�- �'� : ,' � . , _ ._ 1 ' 1 ,.." � , �• �.. _ ., . - -` , � :. _ . .., . „ , r . ,. F,i ... . :� .,.. .� . ... . ... .. .... .. . .... .... .._ .... ... . .;:, a� �� .: •�— 1 i.1i�. . � �..: � i � )�': ! 1 ' 1 �_ _ —_ �.' f.:..._ _ ! _ �. . . r: . . � � i ' . .: : . � .� .._ _.i �...: �.._ ... .... . ... .. : . �.. ' . .v._ �. .� :_ �..: .. .. '..� . .... . ... . ._ .... .._ .._ � ._ .._ � ._ � � _.r .. .. j ... . .. .. ' i�. . ��.r e�._It_' _...... � . � . ... .... , �� . 1": ... � )��ii.., �.. � . ..: �.. � . . ... �_. � . �._ i . '._. � '... -_: 1.... �. i �: �.. � . � .. '. :.. . i -'...� 1. { .. i �.. , . � ..... ... ... .. a . . �' � �. � � � .., .... .... . � , .. .._, .�.. .. .... .._ .._ .... ',ik•9 � . , ,�. ... .. . �.'; � �i:.:. ... .... � . i.:: '. ! , �.. � i !'� L �...�..:, , ' � f , � � .�� . i ' :�. � r ., ., __,.... ,._� .... ..... ...... .._ ' . .... . � ....... �.. , .... .. . `-' r J,.. ( �_ ,i._ � �.. .._ . �: .. ;.. ., .. : . , , ,_ E.� .... , �.:.;. �� :: � � .. ,..�. ..... . _,.. .,. ;, , .. ,-... �._ _,.. _ .. . .,. . . . � _. .. .... . .. . .... � � . �. _ , .... .. _. �.:� . . . � � . . L� . , � _ . . .I. ; 1 �:_. � �. , �.... . -: ,... ; : .._ ,. � . : �...: � t.._ � . . : : , . .._ . : . � . ...: . , . ... . ..... , � 1' ..._ .:. ._: : :... : :... ...:: :- ..... , ...., _,.. ,-+ .. : „'� r . . ._ .,. �._, ... .;. ;_. : .._ � :...� i i, : r ,._ _.: , `: : ' i ' ... i , � ::.. � ..... . ,.._ . �...: . . , � . .... .. : : � '. " . �� .:. . , . . ,._ � i ... '. : t"': ,... . ....� ;.._ ...� y . :... . ..... .... ..... . .. . � � . p ;... . , � � :. .. ;_.. ,-... .,. ,-.; �.._ � � '�' � c.:l �... - I � ..._ . .._ ,.. . ; .. . . . .. Y , ;... : �..,�._�,,. . � � , ... L.. �_)�i.: : :: . : . .... , ..� v.�t .. .�._� , : :::. ' ;..: �� : i� �� i ' , .. : �..: �. . ,.... . .. ...: .... : . � . � � ! '�. � ...� . �..... ...... ......... . _ . .. � � � � ; i � � � .... . _.. _.. ._. . . .. �.) i : ! t .._ .� .._ ..� _ .. .... .... .... .... • .._ .... .... .... .... .... .... .._ .... .... .... .... .._ . ... .... .._ .._ .... I �_. , . .....:�—. :. —... .� "".:. � � — . � ..�.. . _.. � � : i:.: 1 • � v : �. i _ � . . �_ �...�� , i':.� .... . . ... � li'_ • � :..� -.. � �.. ...., �.... ...... I .... .�. i'. i � ... .. —.. ... -� . �.. .�. .. .. .... . e � ,. _ "'� f ^l� i ... 1 �.... :.. ��1 1 ��.V.1 'i �:�`.... I ^�I . :._ ....: �_� .- I .._ .... � i �. � . I .�. '..: � :� � ._,: i...i �..: l._� t'::... i �... ,.. � ,. .. . . - 1 �... „ . , �. � ;' � � . _.. .... 4.- �'_' . � . . �i � _.., ,..� i.. ,.__ �.., .. ..,.. , .. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... _.. .._ _.. .... .... .... .... , . . �: ;....: :, : , ,... . _.: 1..: l � I , L: 7.. . . ; i : ,...� ..... .... i �. .... _ ;. ... ._ ,.... ��. ...: �... � � ,.., �_.. � , � �... � : , , . . : �... . ...... _ .. ... .. :... .._ ,... ... ..., . .,. .... � . . , . . . � . .._.. , ....� �' � i 1-�' 1._. j ..� i_. i. � i .., .... � �., � _..... ..., . �.._ �_.�, ... ,.... ' , ,� .. ... ...., . .' �.., ;... .. , _... ; , ... .... c..� ;._� � ,.., , .... . , t , t ... ,.., � ......_... ., ... . - . .. . .,. ... . . . , � � . . .,_ „ , , ... , ,)F:;.:��.:�:. 1':;« �..I;";7' � , ,', 1 � �. .� . . ,.., ., ,- ... � I , , ... :,'- --�- , _ : ... .... ,. ,: ;(...,...,.! ,..: , i .�: „ .. � .,. .... ,.1 _.. _.. .. .... :_. .... ._ ... .... .... �,�� i 1 " - .I�.� I �� j i..;�..!f`.I'.; ._ �� ;:.i . ._I . .... . . . . . . .. . .. _ _.. ... ._ _. ... .. ... ... .. . . ... __ . ... . . .. .....�.�,�.,. .. .... :� , �.',.:�.. �. i��,�.)f�...�„ � . � . ,r. �.ii � . ,,.. ' 1-< i , � f � - � � ,.:,� i i �... ! . 1 �', I°: i ��, .... � ... . �. �� . , � ., ... ;. ... .. ° ; ,. "� .� � , . � -� � �_:. . � -.. � � , ,. , .. . .,_, J l ,., , .. , , . ,.. ..,, ., . ,; , '— r—� t. ; 1` I ' ,.. . _ � � 1 r. � ; .. ,._ � .� ,... !. , I .. 1 I � I , ! t.J I:_� ; 1 ; i...l i . . � ; ! , ... � .... , !..., ' _, i � � .. , . _.. .... . . .._ _ . ... .. _ _.. .... � : . , ,.. , . ._ .': ,: - r., _;... . ,., ,. , ( _ - , . . , , ... .,. . , : ,... ,, . ,� ._ ,.... , , , , � �, � , , .: , , _ . ,.._ .,. ,_ .. - ,... .,,,::,�. ii • i �.. � ' ' 1 I...�_ �.1 1 �. .'� i i I i r�- �... �. . . ��..:� �� . � . —. � t.._ � • :::: . ... .. . ... .... .... . . . .. . . .. .. .... .. . . ... . .. . � � ,::� I li..'f� t'_i.)I�i � i� ,::3, �i�.r;. !:i..;� .; r: I..J.;' I i r ,, .. , , .,. .,_,... . .... ._ _. . . .. _. .. .. .. . .. __ ... . . . ... �_ ..,- ?t:, • i -- � ti a i:,,.. � ;_ ;._ ; � . J,...i ,..:_ !-' �: i::: ..�.._ , ._:�. ..-,=;�� : ; ._...... . , .,.. ._ ., . _., ..._ ,... . , �._ ... . � . i � - i � ::. -y. _,t. _;{. _,:. ;: _L. _� �. :,t.:y. _,{..;j. '�,: �..:;� a b i �:i.. �� . _�..:.i� -.,. _ y : .. . . .. .. . ' ' ' .. . . : . . . . . .. . -�...d. -..� -: -' . _ . _ ��. .� . . . . .. . . :: -,. ,... ,, ;,..:.:. _:� L -,�� i : . . . s �i .J. y. :.. _� :.. '..� ': ' ' 11 ......_ ..�� ......� r: ..._._ �.._. � ........ .......� ......... ��......_ .r....._. ....:�.._ .. ;....._ . .. . . . . .. . . . . .. . . . . . .. .. .. . . .. .. . . .. .. .. . . .. .. u_'" .ii. �i....�. ��_._ r . �I' � � i)�. . .. - �.. �, . �._.� ; . . � _ z. .�...._ 1� .... N . ��'.... i: .; ... . :.� ;.. � . �- �i . ` 1: ..�� ;... � v �_ t"_ I �� P:"::. i�.... {� ..r.. �......" t -.... .�_ � � �:..�� r .:� � �' . � .. �,. . �. : , .......- , __.. , - �r- - ,_ � ;-,�� , � :...,_ ... �, , '.; � ..' ;, ,� ,:. �... ;.. � �� ; � � � .... � .. _. .... , . _._ ,....,.... ,.: ... ...... .., .. , ... .. . , ,._ :k� -:5� -3. �} :i...y. .�v... ..y:..:;;_ ..::. _:i. _��. ..;�...... .:;'. .:::. . ;}.. - .. . .. . ...�....�... . . .. .. .. .. .. :. ..A. �.. ....... � i _ _ '" _ _ .. .. .. . :. � 'i. 1 � . - , .�:�. . .. . . . , f � �.... � ' :' . . . .. .:: � ._.i .�i. _i.. ::i. ..a ' v _ '. : � . �.. . .. . . r ... . ... _ .,. .:u� -:. :,i '.,. y. -.:. :ri. . .:�. _,'. .� _ _ . -... _........ _... _._ _ ... ..... .......... ......._. .......... _... ............... .......... .................... ..... ..... ..... ..... .......... ..... _... ..... ..... ..... ..... ..... ..... ............... ............... .................... .......... ............... ..... ......._...... ............... .......... ..... ..... .......... : 1 [.=..I_r.'..I...�.j.... I , I ..Y... '..._. t: t r _ � _�i;'_ i- '.....�. . n i I � � ;"� �...� �... f ! Y n �... � I u +.. � J � . i::' ' _. . . . ..... _.. �� ? \; � i..; �. :. � , .... .._ ,.._ . � . .. .. ., .. .. .... . :.. .. .., • : .......... ::.t. i ; ,_:. � � �..., i _� � � I i ....;.,�_.._..._": ��,:�.'*:... ; . - . .. „ � ..._ � ....... , ., : �.: t- F- I t..; I�� i'-.: • .... � . ... , i t i : . _.. .!. - , '� � �: — •�� i • .�. � '.::i � �... �' � �.... . . ,. � :•�. ... .......... .. : ,..., ., ._ ; � ._ i �:I :.., ,, i ,..., .. _ .. ........ _ . . � 1:::.1'� .�._., ._..i��.:, i...__._ .:. ..::.. .......__..__..._..._.._._......_..........:�:. ._.... � ;...' 'l', � �',�. .... ......... � �.... : �..✓ . :._ . , . . .: .. .. , ' . , ...: ..... .. . . :., .. .,. . :.. .... . ..... _ ._ ,.. . , ,...� � , : .i ; ; ; � �..: � : � ; •-,�:�;-�,� .: : ,..,.�...� ,_,i- . _....... . ; :.., ;.. F .: �..; .` G... %',�...;j...' , _ ., ., v�.:� . ..J i_ �..: u �_.1 : i r :' .::.. � i �. ! . . I ". � I�'�' �' � i . ._ . .... � � � � �.. � �... .._ �� . i �._: ' u .. _. : .. .:. �...' - ' . . � � � .... � . : . . ... . .. : .�.. .. f... � '�' i )'� : �. ...;.�... . : �..� . � . � :...�f I i:...:.•...: i '..: �. 1 :. i : ' . � �...: � � �._. ...::.._� �1 ... .. ' ' � i . .._ �.i u ._ �'�_ . .... ... . � . . �. r : : ....� ' r ... ........�. � . . . . ... . .... �� . .... .... � . . . a � i � i . . . . . . . I .. , . : .... ..... _... .�. ...., . .._ . . : :..: �..� :... �.... � : : ....� � ' 1 F.: ..� � ' i� � .. . . �..�� l. ' I . . �,�� ..: �.. I .. .� .I i �1 1..7 T .: r:� i .� . �'•.� . �'� . . �� .�. � .... .�._ � n. . .-. . . . , . . i j . i �.._ :.. ..... .... .. .. .. . . . . . :... .... .�. . �...� � : . �i . i i �.. : ...: .._ : ' '.i :' i .�, ...., .... _ . .:.. .. "...._ ,._: �—: ;.-: ;. ; ; - 1 i ..� ...., .,. ... _ , . �_ ; ; ;... ; � ;... ;, : J �...: , . . . �..� ; ' !'. i . i ..........._......._......_....._.._ .............._ f �...., ....�� ; :°•i r _ ; .... . .. .... . . ,... !._� ..., ...., � .;�,,..:��..: -�.; ..... .. : : .... .. .. ..... i . ., ,.... ... , . ..:. .... ..... ,. .... �... .... i ... � i ?��.� ; , ;�::;, ...: , �...� , ,.._i'i , , . . . ,<... {-� .�:. ... :. . ...... ... ..... ..... . . . ... .. . ;�,i...., i ; ,�._ �....: �.::il... "i:' ...�.,.. . . .. .. .:-;;� f ...: ..:................... , ,............. . . �� ;::; �... ..., ": �..�: : � : .... . �.., �, . �. � r ... : F- ; �:: � � .... .. ...i ; ,.. .:. t., .... - , � ... .... ..._ , ,� .; . � '�' tl �.(./ , .. .., !..)i_ i , ,.... .. . .... ... , :.. . . .. � _. _. � i :�_} : ; 1.: ` i :. i,��..:�.i� r:( ,� ; , i i ,... " ,. ,... ... � � ... , . ._.., , _ �.. _.. .� a_ .. „ . ., ? �.:. .. .. ' .._ ,. _' ., , - ,- r �'_;'__ _. . :..:.:..:.:...:..�:..: :�.. ' �...il:::��.:i: ..�...�., . .. .. .. .. .. .. .. .. .. .. .. .. .. .. : :.. `y..;::.�...ij..}..;j..:��..:�:.1...�� 1 1�i �.� , '... ' ..:�i..j:..�!..:��..:::..:i:..:.,..:,. .:;�..:�:..:i:..:;;..� _.;�_.j� `r-'r..-y. _..:.:... ..:h.::._ii� - ... .. .. .. .. .. .. '.. � 1 �..� � .i:..:yi � .�. _ .. .0 . � i � �.'}' , ..., � .� .._ ,....� ..� "� .. : , ... .... . . ;' � t�'� .... .... i..! ;"� ' .._ .,._ .... ,. .!. ..., ..�� ."_ w .� .... ... .... .... ,� ... :::i .... .._ .._ �� .�. ._; .... .,._ .._ � .,. _. ; .. .... . . ... - ' i i �.:..,' ': '' '; ' -' ' � �' " ,;;:._: j � i: .,. ._� : : : ... .. .... .- : ; : :> . _ . , � , , ;,.., ; .. � ; . �: � , ,, ,.. ._, ._ i - .. .. ... .. .... . �. .. .... � ._ . _ ._. � .... .... ,. . , .._ _'� � ' _ ._. . . . . _' .�. . . . .._ _ '.. � ^_ . . . .,. . , . . ... ,, .. i . _ ...... . .... .. . , , , . , ,.._ ...,. .... .._ . �, : : � i ��. : ��: : --: i't '.�... ,.`.) ..., ., . . . .��.�. . . . ,. , .. .... ..� ... ; � . , . : � _ � , .� . ... ..... .. .. ..i .�. .:. �... „ .. ::i .... ... ., _. .i. ., �'_ . . �:�� . � . . � . . . �.�1 .• . . �� -' . . . . . . . .� �. ._ ,. .,... ., _ .... :::i'.... �� .... .... •��i� .,. . . ..., , „_. . , .. . _ _ .._... , .. � ,_;�... ,;., � � ,,,.... >,.._....__ ,�, ..�.;!..i, ,,,_._ ._�....:..„ ._. _ !,..._. ,! - , �, �—�:1-.�...it.3.-.�M..�..:� -C..:.. �:�...�: .::..:�_.:' , � . v., _ __ � � _• .... . . . . . . . -_ .•.:. ..��. .;:. :� .i.. —i �:. -��...�:. .:�, • i ... . . . . . . . . . . . �. . . .. �...� ' . � v. yi..�i. .j,. .::� .:ar. y'_ ' ': . . . . . . . - . ')�' "' ' . � . . . �t:. .�: . . . . . � �.. .... . . . . ��:: ..� '�: . ..�.yt.;r.i; ' . . . � : �. i �... ... � �... ....� :., � . � � .. ... .... _.. .... _.. _.. _.. .... _.. _.. _.. .... .... ."_ _.. .... _.. ... �i'i J..;i".;._'_.: ,: 't.:i—i , I . �_�.:.+; ; � i ,_. ... ...,.... _ ..., — , . .. . ... . . ,_ � �. j..! �... . � �' , __ �.... _.. ...� .. , u ; , v .. F•: , .. .� ..... r ... .... ... i , � . ��...e... ...�i :�i:� i' ' � r ... .. ..�...�� .�. .. ��......i n . �._....:��i . � � .:.:� �.. � � . 'i ' 1 _' _ �..i �. � .� i .�. � . .. �'��...) . � " ' _ _ ... .`' ; .. :..., .... .... .. � , .... .... �. � .... . 1 '�r . .. . .. . . . � .... i ..... .. . . .. .. . . .. � .. i' : f , � .., . .._ ... . ... .f .. ; .. �� I._� : �`� � �.:�) i 1 ..j : i... �...'�...' ��I �....� �. I � ...� . �....' i� �.. I: �;: I �: .. . �_ - � :i � i .�... .. . . . ,-. ,... _..:...�. .... _ _ ' I . ' ' 'I i . . .. ...:. �:.. � '. .:.. . i : . ' � '1 _ _ � . �' . '..: .�. '.: _ �. � �. �. � � � '� i 1 1 � .. . . . . : .. . � 1 u : . :� 1 �� .:.1.1::: _'. .. __ .. . u a._ . .... . . .... .... � . . . . c . - ._ . u _._ ... .;. �� . ' : ': : : i i_ i I �� 1 �1 i �I ;'"'� ' ._� �.�. .. r . .. .. ... � � �. . . . � �. : "� . � . : i ..... : _ .�_'�.: : . ... � � �e.:.l :,... .: �� i �� .. i. _ � .. _ ... .. v -�. .... �., n �� _ '��.� �'..1:.: '_.� ' .. { 'I ..�_._._.........._ .............................. � u •: ��.� �...: "" .:. �.,,� '._� . ,.. ; ' `^ _ .......�. , �::, .�_ . i 'r..: '�. � ' � � '� ' _ ' ' , .. . i::, : �. . . .... .. ..., u �...i �...: .. � e �.l �...: 1�: '::: . � I i i, 1 �..' :::: �y �:.;. r :.. : i-v ,. _ . .r .... .. _ _ _ .�_ . i : v.. i i i �. � ��.: �, �'. - _ �� ...i ..: i 1 �: i �i ' : :' .. _. .�. � � �.. : I '. . .... : : __ .� .: ._ .: .... .. .. ..... ....: :'1 . ii .. .. .. �� .. .. . �.... .... .... .._ ... . . .... a ... -.. � i :..:. . � �.. � 1 ' � i �..; �... r..�. .� +.. ....................... .......... ..... ..... .......... ..... .......... ........_ .......... _... _... .._. ..... ............... .... ..... ..... ..._ ..... ..... .......... ..... ..... ..._ _............ ..... ._. _........ _... ..... _........ ..... ..... ..... ..... ..... ..... ..... ..... ..... ......... _... _........ ..... ..... ..... ..... .... ..... ;..., ; ..._..:�. ;.. .. � ' : '� .... .r : �. . . : ... ..... .. ( 1::' �' .�._ .t. u i ' r .... 1, ..��. - . � ' �. : -. '...: _'. .4. .: . :... � , � ' �� ...:.,_ .... ... .:. ..: .. .._� �. �..i �.... I': .... � �11 '{ �_: .. �... _ . . ... �. ... .. .. ._ ... �i .... .. �' . ' _: ;...� .., .. .... . . .'., . .. �...! �� t..i . . . � . . � � .; ! �'( i �1 i . i . i � ... . i ... .�. .�. �.: . . �..., .. �� i . i ... � + ":�' �;- ... : . .� .. ,� .. .. .. �i �.: „ . �.... .... ...i .... .�. . � .... .�. _ r�.l ._.: u �.: � '. � � !'� . v..;. .: ....� . _... ..... ; .. .. � : : � � ��..: �: '• �'' � ... . _. . :_ : � .. .. .. ..... ..... ......... ..... .......... .......... ..... ..... ..... ..... ..... ._.. ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..._ .......... ..... .......... _... ..... ..... _........ ..... ..... ..... ..... ..... ..... .... _... ..... ..... ..... ..... ..... ..... ..... ..... ..... _... ..... ..... ..... .... ..... ..... ..... ,-.... .� r .. :... .... ... : �. : . . � � .... .: . . .�...�..i u i : � .... ! ' if �. ._ _ _ a. s... ....� n. �.,,. .. ., i r i..! -:. _ _ . ' r'•., i : ... � . ' . '. i �� ..: �._. � ' � �1 �-� ' .. �: �_.: �.... .: .:, :::' .., _ �... il . : ,.., .- .- .. _ ._ . u .... ... �� i '... . . . .��. .... _ _ ' .�. i� :...i .i. '. � i i � ., i �I j ': ,- 'i j -; . ' ' - - ' . . ..... . .... . � . . �: � . ..... i .. .: i� '.; . . .: . �.: ... . I ii ... .. � . .. � �'i� :::: r r r .... . . ..:�. .. ... . .. .. .� .. .. . ......._ _.. .... .�. . . .� .... n .... ... . . . �. :� _, .... �...� : . . . . � � � � ...: �.� ' '. i..v. i, ..' �'- i �i .... ...�. ...�. �� ..i �...! '� � �� ...i � � V..; �.. . i !' � c . '... :i �...: �.... �...i u 1 �J : ;..., . . ..�. ;... ...�...... . . : : . . .... ... l u (.-: . ; . ' 1 '. ' :, " �.... i.. v ' .�. �_.! : ' " f:.:� '..: ...: ... .. .... ..... . .. .. ... .............. ........ .... ... . . ..... ... .. .. .. ......... .... ... ......... .. ... . .... .. .... .. . ... .... .... .... . ........... .. .. ....... ......... .. ..... ,.... .... ._... .� .` :... I _ . :... ......... .._ ._� �.:.. :'. . . i� i i {.'- I:: � �... .i. .� � v •_� �_.• . � ' . ,.. - � .� .. _ . _J u ...� : . : ..,. , � ' - ....... �...; .�. . . . , _„ �. ... . __ u ._ � � � : .-.. { .... . -. � . :' ...�. ... ... .. . ' �... � .�. �... :..� �.. . . .i �.. '�. � � � � ' 1 I -...: ... . " . . � �' � ..; ': i ' � . �� ...: .: �.... :... �...: �_: .�. � "( .... . �� _.� .�. . .� ._.. :. : ��. .: ...�. ;....:... y 1 : ' : :::.. j : ., � : � - � _ � .. ..... � . . ...; . �._. .. ... .:.. �_ �...: ._.- .: _. �._:.�._ : : : . :" �I . . . ...., �.... .. .... � :� ..... �: �..: � , ..... : �... r .... �.. �. : ' ., �... . ... v�...i i � i.... 1...� � � ... .... ._ . ..... .... ..... ..... ..... .... .......... ..... .._. ..... ..... ..... ._.. ..... ..... ..... ..... ..... ._... ..... ......._. ..... ..... ..... .......... _... ........_ ..... .... _....__ _._ .......... ..... .......... ..... ..... ..... _._ ..... _._ ..... .......... ........_ _... . : : �: : i .... � . .; � _ _ .,: � �._i�.: r ..... . i ': :'�- _ _ _- � _ .._ .� �., ! .. . . . . i . :..�. ._i i .... - .�. :: �'. . . . . , . . ;.... �'�. ... ' _ ...., ._ .. ..... u : .:... ..v........ 1 i 1 �i: il..: � " .....'. �i r ..... :.. � �' : ..: .• .._ _... ... .. •. .,,� ' ,� .... ... : _ . . : ' " '"� '"' . .... . . �• i. : � .. ....: '. : ,� ' . ( I . . .... .. i .. ..... _ ... ..... .... ..... ..... ..... ..... ..... .................... .......... ..... ..... ..... ..... ..... ..... ..... .......... ..... ..... .......... ..... ..... _... _.. ..... ..... ..... ..... _........ ..... ..... ..... ..... ..... ..... ..... ..... ........_ ..... ._....... ..... ..... ,� .� .... ' ' .... .... .� ' i . . . .... .... . . . . � :... � . . . � .� .� .•... �� ..� �...! .. ,..... . :..1. � '... " . .i .- - ..... �...: •: .�.. . '..: ...: .::. 1 t_.i (_;: .... . ............... _._ .............................. __ ...................................._. _... _........._.. __............_....... ............... _....................._ ..._ _........ _... _....................... _........ .._. .i � .:. ,. ... . . ..., .. ... � � . , ... ! i i. � : . . •� ��,� - - , . . � � ..: . .�. .. . , : '.. i I ... �... �, �..� �. .: .... � �.� .. � i �r .. .'� �.::. ... .. . �� . .... I :., . .. � . .... . ...., , ... .. .. .... _ ... ..... ..... ..... ..... _... ..... ..... ..... ..... ..... ..... ..... ............... ..._ ..._ _... .._...._ ..... __ "... .... ..... .......... ..... ..... ..... ..... ..... .... ..... ..... .......... .......... ..... ..... ..... ..._ _.. ..... ..... ._.. ;.. .. ...,. .., . : � �. .... �: . . .,. �. _ ._. ._ ' .,. _ _ 1 .. i �' t _ '- , � . ;, ; . . . . . '.. � � - .: � ._�: . � .. .. t.: __ i , `y+ ' •. . . :, .. .. .. _ .. � , _ ......... .._ . ' ' ' ' . ......... .... .... ... . . ... ..., �� .�... . � .._� : .:.. j ..': ::, . ... : .. � :.... ...�. .., _. . .. ., ' : . .. i i : �. � ': . .............. ..... _... _... .......... ..... .......... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ......_... ..... ..... _... ..... .... .. .. .... ..... ..... ..... ..... .......... ..... ..... ._.. _... ..... ..... ..._ ..... .... .... _... ..... .... .. .... ....� i .._ . .� . '�.. u . . , � I � , ._I ' ..,, .... . „ . ... _ � i � ( ', �'. � t s . ,.; • � 1 i ,. „ . . . , .,... _. _ ,. i. . � , . ;, ,. _ � ,, ,,. ,. . ... ,. ,.. : ' � .�1.. .i � . . , , ..... , r . !'�� ' „ ,:.., : ; . ,. „ ._ .. : ...: : _, ,.. , ,: :...; ,..; „ , .1. _ _,. .,_ _ , ; .... _ .... .. : , — _; „ : _: , .: . � ,. ::: ^ ,° �'. _ .. ;; , _ ... i ,_. — , „ .:., . . . . i ,. ,: � .,::: ' .:. ` i i ..._ :... . .. _ ..... _ . � �..� .I. �.: i . ., . .. .. , �. , . � , -�� , � . ., ;� i .. .,; '. . . . .... � ..., .... .... ...... . . _ . .......... ... ..... _... .... .. . . ............. ...... ...... .......... .. ... _ ..._.. . . . ........_..... . .. . _....... . _ .... .. ... . . ..... ..... ......... _ . ; ... .... .... �..., ,� ; ...i..• .._ .,._ ......: : r_. . ... ,� .. ! .... _:. � � ... � .... .. .: . . _ . . � r � , _. , . ... . _. _ ,. .. . .... . ......_ .. .._. . _ .. . _ . .. . .. .. .. � ... ,., � �-=. : : . - . . ' � � ��.._ .`a ;. 1...:.� ._ ' � � I..� I' .�!, � � . . f : �.; - '.:. . ; . . .. � .. ._ �. :.. ._ �� . :.. . : � . ; ' �. � ' � _ , ., . .. ... ' � ,: : � �..� : .,:.., :._ , , .... � �. � � . .. �..�. : �•� �:k.:�� .:;:..,;�..y_..:,:..�:.}; .:.. .�:. r.._ .: . ._ . . . , . _.. �._. ... , .. .._ :..: ,: _,...:: ..>:_ . . ..:: : .. .... ... �it ..._. r;... .:- . _ -. -. . . . . .. . .. . .. .. .�.y..:.� . . .. . , �. : }-...•- � :..._ :�-� ,: ._., :; ....... . J � i .. ... ... .... _ .. .... .... .... .... .._ .... .... .... . � �. . . . .. ,. ,.. ... . , ., . � '' `s�!_ � ;. ,_; a i ..: ` �... ;:- . . . .., , . ... ..�- � 7 L , .. .._ �. i . ,...: . .... ..�- l ; :� ":::' �:= t .... , ... __ ..... . —. . _ ,. .�....�.. ....... _ _, � �,....I �� ._�....f,'i ..` � i ..� ;_ � � , I',{1_.] .. � � .. ..: �_" _ t;i :... .� �, � .. _ r_.� . �.. _ -- _ ., � �__ r � � _ ,.. � � . ... _.. .� � _ � - , .... , ..... _. �. . � � . . ... '� i ; ; �...; �'..: : � ._ � ;:` �_; j: - � - :—.-'i' - - _ _ .._... : :'..-. ; r ... .�: . . � � , r .. .... .. � .: „ . . , �- , . � ' ' ' - - - :.. .. ,... , , .... : ,. ... . y .: .�. , � � - .. ..._ _, _... _, , ._. ._. ; .... ; � : ; . . ; : : ' .� � ::... .; ,._ r_ . ..... . , ' ' ' �.� : ,� ,:.�._: �..� �: !..:_:_:�_� . :� ..::..... 11 - ;��i-.r t_( �j_ .... .-. :.. ... _ .. i . i n : i �':::. ", i r; ; :' ' " ' �_�' > �_ �..� ._.: -:... ,_(. i `." _ , .. : ...,. ,... .. " ' ' :... ...�. .:.. �. . � -. .. ;..'� i i � '� . �: .,. . . r...� .. .. , . .... _ '.. �... . .... : ;�: . : ...:. .;.. ,. �.. ±..._� ._�� ..� .: ._. .,. .. , . . � �..:: .y : ,-.. .. . ..... _... _... ..._ . � .._ i. . . . .: . . ..... � r ...�. .L ' :,_ . : �i... :' � � : . :". / .�:_ :� '�.: �...: : .l. � i :i .i. :' .� � . . 1 .V ; , 1... .... I ', .� :.... ....... _ . . _ ... ..., .. n �..� _ ......... .... .... .�. . . .�. _ i. .i....� .� : � . . . . .. .. .... .. i _. .. . ..�. !.: ': .� .' : ..�. 1 i :: . . . 1 . . � � ' . u "t_ .'_ _ u ... . e � ... .�. �� ... _.. ... u 1... . ,' ,_, ..... ..... �-� . �.� .._ � :......... �: .._: .. -...: -...' : .I. ��'� .�. ._....... _ ................. ...................................................................... ................................................................. ......................... ....................................................... .... ................... ............................. ..... ............................. ............... ......................_........... .......... ,' ;..., .._...., .... . ...;� .�� : �.... -... .� ...'li �I � � I...�.. � i - .:. : ' . . .... : � i ., _ � �� ..._ . � .:. '. ; . . � � : .... .. . ; .; � � _. . . . � i : .; : . .... � :. : .. .. �...i �._e � . . : .._ -�':' ....! �".� '..� .._ �i .:. .a... :i .:. . � i �...' . ... ... '' � � t"r _t .... . .. . . . : .� ..._ . .� • .�. .� . ��..� �... .. .� .. i ..' .. n .. .. . . ' .. i� _.'. /,:l �. � � .... .... n . .�... .i. .. .._ .. .. _ .... . . ... .. .. ::...�. �. ��:� :"� i 1 i . . .. . . .� ..._ ..... . � �..i. ; r � � �...� ..�. ,.., . .�. � � ':r � � .�.. �.: . : .: �. � � � . ' . ... . � �... � .v. �.: �i �...�....: ...� �� v..: �...1 .... _.. ........................................................ _......_ ..... .... ._. ................................... _................................................................................... ..,............ ................._. __. _........ _................_ _................. ..........._.................................................................................. ._, _ . _. '1 v..: i:_, �'�� i � .... �� .l _ . : : . . � .... : : �t : - i . ,.. ........ ._ . u �._ �...: .�. ... . . . ' � '.... �. '' I • . ..... : .._ : � i::� .. .. ' �i ....: .�. : e t • I�:_ :::: -...� a� ...�._'�(�� t � u � .�. ..: ...t .�._ ... . .._ .... ... . ... ._ . � � .: : .� .��. �.... . .:.. . ..., . 1.,_, ,�; , _ :. ,� ...: .,. �..: ' � „ i �:; ; :..,. ,.. ��i" - : _i.. -- _.,. ... ..._ .. ' - - c.: _ ... ,. .. ,,: :.. : ._ ,: : .... .� � ,: : :..; ; ; ; _......_..... __...... _... _.........�............ _........ _........._........._ _........ _ ................................. __..................................................................._................. _.........._...... _........ _..............................._..._ _....__ .......... _....... -- _.................. _._ ._..................... .... _....... : � :.., _,. , .... ., ; . . ., ..:_ .. „ _ , � � ; ..., ,: ,� ; - , ...,. � .._� .._ .,. �_. ._ �, i ,�. �.::;..:.: • ��. .._. �. i.., ,..�: L�' :... t:i.::'t i�..:: � � .��. � ,... .. � �..., e . ' ' ' � .._ „ _ . . � ... . � . . .. .. .. : ,, . . . , . r : � � � � ; �', � - r.:. ..., __ _ . , . _ �� _ _ �� .. . - _.. �... ._ " .,. � . .... . ,� .,... . , . . .: j... :.; '�. ; : � .:.. :.. - � �_ �..., u .,_ ._ . . ., :_ . ,: :. � : ... : i ."� _: ., .. .... . .. � � � :::. , `_ t. � � .... �: : � �`� : .... .._ .._ . . , . .._ � : i t : ; t :...; . •t � �..: i— .._ ._ �: . �...: .,. �..� �.: . : �. : .�' , ; �, ;.�'.... :::: .. .. .,. �..� ��. �...: . �... , . . _"�('' � ". .�. .�'; i .. ' „ _i��l . . . _ � _ ._ ._ .. .�._ _ .... .. .._ ..... .. .... ..... _. .... .... .�. . .,. ..._ e .... . ,... . . .. ., :-�. i : :. .. ; , . ..._: :_. t _ . . . . . .. '� 'i +'', �..., .: � .:._ . . . . . . �..::' �.. . .. �: .:... . -...: �.: : „ � : '�. � `.�` 'i .... _ ;... . ... �::t+_ � .. i ...., . _ . ' . .. �::: „ ''�'�� .�. .... .... ... ; —, � ... _... _._ _... _........ _._ ..... ..... _....._ ................................_._ .......... _... __...._ _...._.................."'............................ _........ .............. .......,.. ..._ .... ..... ..... ..........._....._ ..... ..... .......... .......... __........... ......_...._...... _... .._. _.................................._.........._ ..... _............. .; ,- ...�. ;....... .... � 1 1 '� �' ��'i � ��': �j �':' ':" t": - . �...� . _..._�� .... .� .... :: ...�. ' � �. . . .._ .. . i::: �i � � : . : :..�. � . . � �1 i � : '.. .' ,... � .�... �� .:... :� .�. �..: � �� ..., . . . . ,: .. ..... . ... � � -.. .... i...j '1 �' ,� ..., _.�. ..._ . . .... . _ �� .. . ... .... ... .�. . . ... . .. . .. !:� 4 �_� �..�� ...� .' i . �� I . I:' ' i 1::: ...................................._..................................... _... ........_................ ..... ..... .......... ................................... ................................... ............................................................ ..... _..................................................... ....................................... ._.. .............._ ..... ..._. .......... : �. -. :.. :... ; ' I i ii I i::� ��. ( li . �.•• _ �. � . . �.. . � �i _ _ _ ' '.: i�. �... . . � �.: �.: .... ' . '1 �: ' _ .. : . . �.. ::�.. ... . . . : � .... : .... : r u . . i : ' � ' � � � . ' 1 .._ .... �. ..... .�. n. .� ... .. . v ... ... � r, .... .v.�. - .:.. : � .�.. .... . .... ... . : � i' � : 1 ":!' .. C: ' ' _ . ...: . .�. � : , .�. : .. .�..../ .� ' ...'; I : � ... .... .� . ._ . . . . " J � , _ ..., .. .... , .. ' " ...,. .... .. 1ii _ ,, . � ; � i .... ' .' r.: ... ,, � ; � i.. , . ;� ; � .... �..; ........ _........ _ ..............._........... .................... _........ _........ ..... ..... _.................. _..............................._ ................... ..._ ..... __. .......... .......... __. _........ ............... __........... .._. ..... _.................. __. _... ........................ _... _"'... _... _........ _........ _.................. .� ......... ........ i i � .. � � : . .... � .._ . . . �� ...� , � � ... � .. .... .,:.. �...: .. � . � , _ _ • ) .:: . _ ........ .._._....... ..._........_ .. ............. ..... ................. .. ........_.. ........ ...... _..._._....... __.__........ ...___.... ..... ......... .... . . ........_ .......__..... ... ....._... , _� ,-.... ,-. ,- .... _ .�::. ,. .j�`'. ;�'u ": ' '' - ' ' ._ _ �._ . . . . . . � : i ' ., : , „ �... -. ., .... . .. .. ... ,. . .. .. . � ..._ .., . . ._ ... ..._ o .. .._ , . �� ..._ ..., ,. .._ ' ;. '...i l ! ..... -..� :.. ; , . �.: , , � - - .; .� :.... .��. : : �. - ..... :. ._ .,... , L .. : ..:.. . . ."�..` _ . . , . . � , :: _'.:;.;.. ... ,..., . . ; ,-... ,. . ` .:... �� .. �..: �_ �: .... ._, . -..: �: : i . � ; �' i . ........._. . .._ .......... ........... . _ ........_ __ __ _........._. ......_..... ... . . _.... . .. .... ......... .. .... ......._ .. ....... .._ _ . __... __. ._. __ _. .. . __ __. _._ ._.. ... ._. .. . . .. .. .... � . ..,. ..;, . . ,_ . . . .. � � , , . i -. , , ... . .. . . '.�...: . . . �...,. i . . �,... I I �..i��! ' . .�._..i� � ... ....... u ..'��.. � ^.�1 . ....�.�� .. � .� : . .. ' .. . ..., ... I ,;.,' ' .I. . . '' !� .. .. . � �� ..:'�: ,� .:. � . �.. �. �_� :::: ( . , .� ;.. . .. . . .. . , .. . ._ . � ..., ... , . . ... .,. . ., .. .... .... . .... �. . .. . �� .�. _i _. .. . _ .. _. ... _.. . ..: � ,. - . , __., ,. ...: ,,,. . ,. ; ..._._ � , . , „t- � _ . ...._ , _,: .. . ...,....,. , t t .'t" li� � l.. i: �.` �:.1 ` � 1 " 'v' f��''�i�... �::: �.. _, w . .. ._. , ,�._ . L ,... ... .. . ! . ,._. , _ .. � F ; �.yi:�t_ . ... .: �.: .. ... .� ;e� -:f •a:� ;d;...y. �,:..:�:. _... _ :.. ::..::..:.: .. .: �: �.: � ' . �. .. .. . . .. !:-'�._� -•� ..i:_ ...:....�..:;:. ,�� " .:;i. _,i. 'v .3'� .:li� _�� -ii. :��..:t�..?.;. �... .:. F-' 1. .. . :... . .. .� .. . . .. .. . .. .. .. . ... 1"{ ._ '..., t � . ,.... 1 .:� �...� . i..:; ;:� : ...: ':T. . . . . . . . . � - . . . . .: = -Y ..y_ .:',;...t_ _,:..:�...� . '" �.'• :" ' i: r..,,� r...�.., i � -iY1..�� :,;:.'s �. . , ... � � .� ..v, ` [-.i:J;.J .L ';' ,� i-. ,: r -: (:_ ,:.: ' - . �... c._ .�. ,... ..� ,_.� .. ,_.. ;.... . ... . .... . ... . ..._ . � . . �..� �". �... ,... � � '� i � ; •. �r . . -. . _�... _ . i .. , '...� : _ .. 7 � _ - - � : ., .. , ... .......,.. .. � ,_. �.J , . :..: .L � 1 � (" .. � .�. ;.,� � . .... � .: �,;:: L'_' i � �... . _.. a . .. . ; :�:. 'ni. 'p. i., I ; 1 G . .._ . �_.. ........ - � .� �� . ..._ '�. � . _. , .... .. .. .. (-' � ' i � �� ... :... :.... : �_- ._. �:°_ �`•� i,.': ..�.. � 1�.._� ..�_ .... ..... J j..: �:.- I.. � 1'. i _.J .L , , i f:,i i , -:r : . I � .... : , , . L ._. ...,. � ..._ ... , _ - - - -- - - - - , �, „ :-' r � : c:: . i Si_t c: : ; i-.,.. . - i i , ,•-, . . : •: ,._ �.� : . ; , , ... .... ... �.: .. , . . ` '.:�,:..� -.:. . . . . . . �� ; ;.;,..i, : � � :i i �.., �..� . . _ ... ..... . .. ..... .... . �_ �.. .... . �. .. .._ ,. __ . . � ..._ .... � ... _ ,; ,... . . .... .:. �..,!.� :..,. -�,,...; , . .-. �. �.. : :: .�:.....: �_ �..: .. '. i+. : ;, ; i ti.l .._'.... .... ._..,._ _ � i ` �.., , �: .� � " .::. � `� ..., ,� � , . . � :... . . . . . . . . :..:. �, ! j . . ._ __ .. .. ._. . .. ... .,._ � _ . .. � : .�. � ... ...,1:_' ....... � :" _ ' � � . : �. _.� .... ; � ,... ...,. . ..:. : � � ... ,:.�. . `: .' �... �� ..'.,... � ' ,� . .� f .�'.._ ..�.. :. ... . � �� : .�. . _ ._ ..._ . .�_ .... .. .. _ .._ .... . . . . . _ o . � � . ._ .� .... . .., _ ••_ •_ ... : ��1 '�. ::.�. :' a.. t ; ';' i ' _ _ . ,.., ... .., .�. : ._: . ' i i 11 1 . ' �. � �...� _.I. I : :... � � .._ .._ .... u ... .... .. � _ � .._ . _ , ..... .. '... � ... �. "1' �_.. _........ __ _... "_'_............_.. _...._.. _ ........ ..... _............. _... .......... ............... ..........._....... ..... _... ..... ..... ..... ..... ..... ..... .... .......... .......... ..... ..... ..... ..... ..... .......... ..... ..... ..... ..... ..... .......... .._ ..... .......... ..... ..... ..... _... ........_...... _... ......_.. __. ......_.. ..... __ ._.. ..... ..... ..... ..... ..... .... ..., ,.., .... ,. .. . . . � � .... .... .: t . r .. • ' , .... 1 ! �. . � �- ,:.:. -.' �;i��' �.t.. ' '.;-� � ,, : '�.: �, i P,_ ....: .,... w . . ,� ' .i _ . ,� ...... ..). .. �.�' ., �..�;i;. _ _�...... .:�'t::` „ ... .... . .. .,. i.... , .�... .:. .,... . .'. _ � � � � ' n .l i..�. .�,,. i � ._� . . . I I , .�� ... i - f ii : ., i . j .. ......... ... .r � . t.: _a,. ,...� ...,. . , .. ... .. . .. . _ . ., .... . . . . .,... . . .... ,� . ..., . . . .. d. !�_ t < � . ._ .� . :... ,... ....._..._..._..._....._..._ ......................................................................................._........_.........................._..............................................................._.................... _.................._...................................._..... ......................................._........_............................ :.. ;... ,_, ..... , .� .... . i ; : ... . . ,.".. ..... ' ' ' , ; v i i ..'_ '.,:.�: .' ;�'': ' i ...., .... .... : �. . � �... . . . _.. ), . a� �.: ...� - .� :..; : . :.; : . '. .:..:: :: �1 1 ff�� _ '4 �"'�!:::' .. .... . .. . .. .... . .. v _ .. ..... . � �._ .... ::.:. .�::..� � I i i il. ��..... _ _.�.:...�..;�. . ... .��. � .. i� .. _ . n .. � . �........ _.. .... ... . . _•' . .� ..... . . . . � �!., i : � r .: : i ... �_.: ::� �.... . . .. : � . . ....: �..:. i r �� i: v ... v..: _ _ � �.: : ., .. . 1 . : �.... _........ _....__ _....__ __ ..... _... _._ �_..._ ..................... ..... ..... _... ............... _... ..... ..... _... ..... ..... ..... ..... _... _... ..... ..... .................... ..... ..... ..... ..... ..... ..... ..... ..... ............... ..... ._.. _...._....... .......... ..... ..... ..... ..... ..... ..... ..... ._... ..... ..... ..... .._. .......... ..... ..... ..... ..... ..... ..... ..... .. .. ..... ,...'1 i :: : `:��! i ,i.. � _I� � _ .. . ... .. .. . '�.,' .� .. . 1 ',:':: 1 I li_� _ i .. _ _ _ .. . .. .. . u .. .. . .. :'. : .. .... : i i �.. : � : i i' . u ,�. .� .�� :..L : : ... � � .i �..fl.• i ''. .. � .. _. . ._ . ... . : :. .�... �...: . . I i ' : 'i I _. u ._ ; n : . . . � . .._ .�... . , �.: '....:._.. ...: ' ,_ _... �... �... __........_. �... _... _......_ .�.. .�_ .......... ..... .... ..... ..... ._.. ._.. _.............._.. ..... ........_ .._...... _... ..... ..... ..... ..... ..... .......... ..... ._.. ..... ..... ..... ..... ..... ..... ..... _... .._........... _... _... ..... ............... .......... ..... ..... ...._ ..... ..... ..... ..... .......... .......... ._.. ..... ..... ..... ..... ..... ..... ..... ..... ..... ._. - - r .., .. � ; . . � 1� :. ... .. .. _ ' . � �,_.. , ..., ... _ �: .. : . . . . .... - � . .. : � . �. .... . . � ..�.. .... . � �.. �..: ..:. . �.:. i :.... � i 1 - 'I 11�= " T i � ; _..,- ' .. u . . � " ..._ . t . .. � i : '. ;_. .. . .. .. _ .. � : :.. : i � : � ' ': � � . : ... ._�... : .;� .� .. : : ' . i ...: - .� ' ...r.__ _ u .� ... .. �� .. ....::.�.''_: ... . n '_�'_ .. a. . .... ........ _....�....... �... ._.. ..._ ..... .......... .......... ..... ..... .......... ..... ..... ..... ..... .... ............... ..... _._ ._............ ..... ................... ..... ......... .......... ._.. .... ..... ..... ..... ..... _........ ..... ..... ._....... ..... ..... ..... ._.. ..... ..... ..... ..... __. ..._ ..... ._........... _...._.. ...." _"....... __. ..... .......... ..... ..... ..... ..... ,.. _ .. ._. . 1 i i �i I �i ' . - : �. � . ...�. _ _ _ � . , .... , ; :; , ' . ;r..' _. .. � .. .... .... , - � r 'j ... C;' .. - _'_ , ,..,; , ;,.. _ . , , ; . : _ ; , �.... .. . :... . . � ,..., .. : r .. ; . ; � .; .... .. 1 ,.., ;...� ., ...., ' ' .. .... . . .. .... � :..., . . : � .L '...' �._. .� e '� L ..i" �� .; .� � �..I. . � � . .:i. . : . . �.� _ . �'�: . � .�. .i. �. . . � . . "� � '. ; _ � .:. .�. .i. '�:' �� .: '�.' . ' i � : � ' � '..: _.�.:�,...�. . . .. _ ...� ..._ .._ v ... .... _ u .. ..� . _ .�. . �. . ... _ u . . � .... __ . .... ..........._. _... _... _..........._ _............................ ......... .......... ..... .................... ................................... ..... ............... ........................................ .......... .................... .............................. ..... .......... _._ _... .................................. _......_ ;—.+ .. :. .: .. . . — _ .,. � �: ' : : -. �� : . . "`' "' _ . — .. �.. .: I �. ' . " v I � . . : :- . ; . .... . . ; � . ' :': �...�...� ��. . .. ._':.,. �...� �:.... : il �� :. _ .. .. . .. . � .... . � � ��...f . .. f _� : .� .. � _• . . . . �: � ! . � : .� .� :� .i �, .�... �..: �.: .. �..j. .I. I .� "I' .�. � � � � ... ._...._ .... .. .� . _ _ � .. ._. , _ .... .... �. . .,. .�. � ..._ . . . . _ ....... .... .... _.. _._ ..... ..... ..... .......... ......_.. .............................. ..... ..... ..._ ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... .._. .......... _... ._....... ............... ..... ..... ..... ..... ..... ..... ..... .......... .......... ..... ..... _... _.. ..... ..... ..... ..... ..... ..... : •. ..., :., .... ; . . . . : � .... � ,�'.:"; � , , � �� ' ' �" ` ' �'' . ' ' ' , ' _�' ... , � . . ,. � ��ii�t::: .. .: 1 , �� ('� . ' �'. � .�. � ., .,. � ' ' " .�. .. . ... -. , . � .... . ..� . .. .. �.: ...: �.� 1 .. ... � . _. ..� „ �., . � � �.: .� . . .. ,� ... .. . . _.. __ .I. . � , � ,. , ...,. ,._ ... . . . . � ., : � : �. ...� .,. �..� ,� i. �:... �. „ i , � ,.. i � ....� . , .-. � I ! 1 i� � � - ' �-� ;::i ' ..� '..l'.... ,..�i i.. � ' l .... i 1 .. ............. .. ... .. ...... .... ... . . .. _._ .... . . .......... ... ............ . .... .... . . _. ......... ._ . . .._ .... .. _. _._ .._ .... .. ......... . . .. ...... _ _ _ ......_.. .... ......._ _. .. _ .. .. _... __ . ...... .... ......_ ..._ _... ._....... ,.. .. � .... �- .., . . � t { t ... i � ': � � �' _� .: �.� .. .: �� ,..' . ..i .. �.:,1 - „ i'�i� ... � .l.� i • ��.,; ... . . . :. } .: . . .., �� ... ..l (•'�. r 1 � . :.. , _ _ ,::.,.....: � �;: i � ,, i . „ : ., : , , _ ; � � ...,. ,.., ._ . ..' . _ .� ..,. ..� � : _.... , ,. , ., : �, : ,:... : ; „ f_.�,i:}. Li� .... .,. .. „ �. .. „ ��i ._ ..., :...� ., .... . . . �.... .:... � �.._ �. . ; : : ; � ; c:: •_ ' i _ ..... . .......... ... . .... .. .... .. ..._ . ..... ..... . ......... ... .. _... ........ . . ............ .................. . ..... ....... .... .. .... ... . ...._.... __...._ _........ . . ..... ... ..... ... .... ..__ .... ..._ ..... _�-:-, ...,. . . .... . - . .� �. � .:.. �. ;:., ;.!�": ' "' � ._ .... . , . � .. ..... . �...: .. „ , _ . . . ` ...: ...: , l }": .�� ................................ .. ... .. .. ................ ._...................... . ....... ..... .... ......... ............. ........... ..... .... ......... ........ ..._......._...... ........... ......._ ............ . .......... � . I' � I _ 1 ��.:� ... : • _.. 1,�t � (�.\�� . ' II I�' _ . .. ... .. � . �. � , � .. ��i�:.� �...... . .� .... ' 1 il .... �. , .. . . .. . . . .i ... _. n �. �?''--r . : : _.. .. ., . �. . -� :.., i .ii.... - . .. �_.i.�.��...: u .:. ..' . ' . : � ..� ... .'..... . �.. . ..�. _ _ . . ' � .._' �. . .. I .� . .._ _ . �' u � ...� ..� u �"'; "! �� .. . ' ' . __ . � . � u _.� �'� ..._ u _ „.._ :.� ,. : .... .. . .. : ......... : . _ _.. _ _ . _ ,. ., ,;., i i'; �.... v+ .1. ' . �' � I” I I. I � � � -'.� �.. ...: �_.. � ' ._ ..� � _. . . .�.. .�... .... � i � :_.. .,. .. .,. � I '. , . � . .._ ,._. , .: :�..:,}t;y.:x_.�•.r.z.: _;.::__::._�:..:;;..'si..+'. _ . . ;:..: :,:..:;::.. _: .: � _ .:�.:..: � - - .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. . .. .. .. .. .. .. -. .. .. . . :. . .. . = - . . . - - ...:. �. : -. „ : ; ' .,, ..; ..:i:..� _�:.:;:. :��. _: - - - - ;...:'_i ::.i:.;:..:::..:e:_; .:��:.,:: _. . . �. . : <..::� � ::....::. .: ..::..: . ....: , . ,... �...: , I � . ..... .. . . . . . . � . , ..,,. .; . . . . . . . . . . . . . . .. . . . . . . : . . . . . . . . . . . . . ' .. ..:. r,. _x...�_.{� ......- �::...:... _ ,....y.. .. _ a:.;:- � . : �., _ ,—. ._. .. . , , '7' i..� -! I ;� ;.?;:.'r, ,, �.... ,� ,- i:.�� ; � �. „ ' _ i _ : .. ,.... . ..... . .... ..... , „ ,. . : . . , �' ; ,.. . ...:. , , . .. �... , �..: ,. . . : ...: , ,.., _.,_. . ,.., , .. .. .. __..` _ . .,. ..... , . , . ..... . . .... ..... .. . . �_ i._ . � 1 .:� I 1 ' � . ;._ � �' �' ��. i � . ,.. I' - �:::� ... ;... - - - �.,...r � � _ -_ �... >.<. ,. . ,, _ :: ,„ ..: . . . , ,. , � _., ..., ; .. ... . ... ..._ _ .... .. .. , .... . , .... , ..... ._. , .. , .. ..,.. , � :� ., ,_ .. , r,; r i , a .... ,... . r._ �..., . , �., , ; —. ;-_ ;::- , , �..; , , —. , , � �.._ i � �, � �.�: ! � �.... � � : : �... i._ ,....1 .1;:.' , � � �_.� � i �: � . � �•. = - _. __. ......_.. ..... ..._ ._ ....... ..... ..... ..._ .......... ..... ..... _... ..... ..... _... ..... .......... ..... ..... ............... ..... .......... ..... .... ......_....... ..... ..... ..... ..... .......... .......... .......... ......... _....... ..... ..... ._........_.. _... _........ ..... .......... _.................. ..... ..... ..... ..... _... __...._ .... .......... ..... ..... ..... ._.. ..... —.:. —.:., , : � . ;, ..., _ � .... , :..;. � : '. ,: t i r') .... .... ,. ;: � . _ , ,.., u ... � r .. ., .. _ , u � _ .. ,. . ,, ,. �,_��. : „ ,_:. ' , ;, _ — — —.., _... _ , . . .... �•''rt: — , � ,: — _ .�.. _ � :..:_,:; i �_, i"';i' :... ..� __ . . .� ...: . . . ; � '; i ' -„ _ " . , a , .... i �. . . , ; _ .:..:.. .. : . .. . _ .. � . .. .. , .. . . �._. .._ . _ _ . .,. � � ., . _. � .,.' "" � .,. .._ _ ,� .. '_�:'_`..:.. .�. �. .. _ _ �� `_� .i. � r.- ". .,. :. ,... ., �. � , ., , . .... ., :�. .: � , ..: , :- ... ' - ,. ._. , , .... . ,..,.. . . � . � "' -..:��"�„:'l.: ��I�.._.r.. ...1 "1{��i1' i ... ..�, � : . �.. � �: �.: _ t...� .�. , �_. „ , . : .�. . . . . ' . t ... .. .... ._ .. .. .. . _, � ... � �.,; �. r.:: ... �..� .., .. .. ...;'t�_t . �1 i�'(i t,i„�'i � � . ,�. i.: ..._,...�� .. . . � . .. , . . _.. ., , ... ... �.J . .... ,. .L �._ �..� .: �...� .,. �..� �.:.. .,. ,� _�'�_ �..� ,� _ �. t:.�...r..._ .: . . . ; �. � ;:.. _.,.:... .... . . . . . . c-. r.c . .... .... ... � ... ... _.: ....: : I_� � � ; ..... _........ _... _....._ _ .................. _......_ .......... _............. ........................................................................... _..........._ ......._...... ..... .._. ............................................. _._ ......................... ..... ..._ _..................__ .......... ._....._ ......_................_.............. ._....._ ..... ..._ ..... . .; :.., _ . .... _ ' . :.. ...... �:. .- � : : ;;:., : .... ",; �' . .� .... .......... ,. .:..:... , : ..: �.._ � '_ _ ; ;, , :.. , t � , � .:y:.'— , � r' �::� �_: :._ ; ... � :._ � : . r..: :, .. .. .. _ �_' .�::. ,. .L ._�'.t. '...! �., +..�'�...' '�l �. .. .. , . � ._ ., ... i_i;_'� .... . ., .... -. .: .: :... ... . .. �. . . . . .� ...,. : _.. .. ;� ; �:... ; : : . t.:i � .�. . . �'� � '�' � �...:..:.. : : : , � 1 „_ :-= .;- •� . �. . _� .... : . . . . . , . . , � ...�.:..� _........._. _... __. _....__ ......_. _... __ . .......... ........_ ..... _... ..... ..... __. ..... ..... .......... ..... .......... _... _........ ..... .................... ..... ..... ..... ........_ .._. ._.. ..... ..... ..... ..... ..... ..... ..... ..... ..... _........ _..........._ ..... .._. .......... _... ..... _... .._. ._. ..... ..... .......... ..... ..... .......... ..... ..... _... _... .. _. ..... .. .: :.... ... . � : ..:.. :...;... .._ i i : ._ _.,. .... _ , .. ... ,.., . ; i ' ,� ,. ., •:: : .�, t : ; � ' �� .. . � ._ �..� .... ._ .. . �' . , i .' � . � (:'. ,� _,. .... . .:.. _ .. ' ... . . � � , ......::i. � ..� ,.� _ . . , , ; ,... ;.. .,. .". .,:�_ „ .�. �..: , , � . � t , ''...' �� '�.."�.: � . " .. .. ... .. .. . "' . ' . ::i. ,� ...,...� ,...�..�,. �_�� .� ........r.:: - , ; . � .� �'. . 'i ..... ..... ......_.. _........._...................... .._................._............ ..... ..... ..... ..... .......... .......... .......... _... ..... ..... ..... ..... ..... ..... ..... ..... _... ..... .._. .......... .... .... ..... .__ ..... ._. ..._ ..... _... .................... ..... ..... ..... ..... ..... ..... ..... ..... _... ..... ..... ..... __. ..._ ._.. .._'_ ..... ._............. _... __ _... ,� ... ..... :... ...�. t , : : . ... . �, C , ,. �........ ,... _.. �.: �� : .:._ . .� t;= -._: ._: ... _. .... ..._ ........_ _... _... .._...._ _ ... ..... ..... ..._ ..... ..... ..... ........_ ..... .......... .......... ............... .......... ..... ..... .......... .......... ..... _........ .... ..... .......... ..... ..... ..... ..... ._.. ..... ..... ..... .......... ..... ..... .......... ..._ ..... .......... ._.. ..... ..... _... _... ._.. ..... ..... ..... ..... ..... ._.. .__ ..... _... _... __. ..._ _... ..... ..... .: .,..., ... , .. .. , , ,. � �_: ...: � �..: _ .;. �.,. �. . ., , . ., i . ,.. ..!. � ,� �; , ' .. . .� .. ..: '. , r ... 1 . . . �..: : ...: � , � . - . ,... , ; � ,:.{. ' ,._. .� ' . . .... , .... ., : . � .'. .. .... : , .,.. .. .._. .i. . . . . '" � : � -�:� t ; �_ .; � ; � ! �'.:'. �... .... . . ...................... ................... .. .. .... ... ... .__ __. . . . .... .... . _ ........ . ... ........ ...... ........ ._.._.. _.......... .... ._ _ . . ......... . ... . _. .._ ........_...... . _...._... .._.. .._...... _.. . .. ........ ............... ._. __. - __ ......................__ ....__. .. ..._...... ...._........... - ,�. :�. _,;. �»� -. - �.�. e�i� k .. .: :;�. .. .. .. .. .. _ .. .. .. •Ip . qp ..�_ ..;C _`_ ._li. ..;,. ..p. ..;.:. .�. .3i. .:�:..:j. .:�;. .:�j. .::i. .:;j. -i), .. .. .. .. .. .. .. .. .. , ' y :. _ _ i � . ''. '', ..! .r.. . ...�_ .�.....r� 11 . .... ��....� ..... .I...... . . _. �....,, . _ � . 1 tl i�___ " .. ...+ �r �. i ";uv��. ; _ ' ...., . .. ; - .,� ^�... n .._. , �.....� �..... .�._. �...� �_ �� ,�� ,� i . ,� ... _ _�• i � 4 .. ,� 1 �.,� . �.....T , ..._.. � � ; �� , -� ; , .. . j�.::� �,. .ii_..� �� ::: t_..., �. ,.: _F ? �'�.;I .:�id.. ...{u�-. _ ; _.}�d:. .. irn ..vu;,. .. .: b ..yni .. . 7;ry:. -1 ' . . � - � I . . ..:h��:. ...��;i- _;u f ;� ��:�. ._i� F . lrs;:. _I�;j: ..1��.' ' _l��; . t.:;: . '� :.. ..' i . ' . . . . . .. . 3 . .._ ., ........ ..... . . .. ��' - � . ..,;� ry �...._ '� t ;, ! '"'+ �I N 1 .. .�.... .. .. . .. i I ..... ... .. �.....p 4 ,� . �l, '(..... '�._ .� .�_._J� ,,,� .I .:�. 'I:.:.;j'. �.�._::. il... ' A .' �... ...,, ..:pi�:_ . .:........ ... . ,..� � ,..._.' �. ....... ., -1u1:' ,......, :d " i ,p �� II �..:_ 5 � ��„ �,�"_��li 4' (�. u::::�� n:::::f . _�- .._in�: .......... .....:.. �,... ..._�: . ._.. ��-�- . � � , -.. .�, ,,...... . . ,....� . . � .._., .i . _... .. ,._... ..p�i.- :1�'.� il. " . � ��f." ...... .� ... �r... � ...,� ., C� .,:�... -_.._! L....-i ..:{�q[.. a �:�� i:;;:. : ,�i_. ..,,(.. _ �... _:.:,� l ;;, ��.. � ...;;:: :;;;j._ ..t��: Iw, tuj:- .,,;[. ..:1 . 1..' ..:j �::' . . . 1-. ' �. I:. ...,.� , .. ; . ' .,, C /'4' c. � . /�/Ze�� . � •. _,..:H._.� �._: . ,: . ;; .... ��,,, , � . . -.. -. _ . � . ._.. .: „ �„ ,. S � � -`� ' � � .., ... �, � .. _ . ..., . . . . . . . . . . . . . . . ?'� �..., ...1 i i � �_�. i=; ..: I .. � i ' r.: � :.... :: , , .... , , .:.., _.. �'� i�:;Y-!�':;:::. ��i o -..;I._ ,.�,1 t � ;�-: i ;�•;F.: � '''' ;i.::!! f., , .� .. ,..�.......,. ; . ,., . , .,: . .... �;�..; ; :... . , . �._. : ,. i... :..: �_: �. . . I .1. : �.� I :::.. �. �.1 t , �� :..: :.... ..: .... .... .... n . .. . ... .. ..... .. ... � .' � ',. ' ..� k ..:� f � . ! i . � , . �.. ,. �i ;_ .. } � � �'`: � 1 ; , � 1 i � i i, � i ��' � - i . ..._� �::r .:� I . � ��' ;'. �� i r. .. :.. . . _.. . i.. r::' �v� � .,... . . .. .... , .. .. . . .. .... . . , . . .. .. . . ... . . ., . ; ; . . . .... :. .... � _: i �._. � , . : �...' , �. .. ...., .... � , .... ,., ,..., ..,.. _ _ . . ..: I i ?��.� , .....: . �, : ..., �..., n , :. �,.. � �..,i : ._�..;. �:' t.: j :. ::..:::...::..:i. ;;_::;..;:.:[ a ..:. - , . ,:. . ....:.>. .,; ....:�..:y .'j. '�.j .,;. _:; .y : . . . . . . . . . : :' .. . . ._ .,.....) ..y,-..�..;....::." — _ _ . .. . . .. . . � ...: '... �_ �. 'y. .a�. .�. :��. :... ,.....,. _ �:. ��-�i � �:..._,. �..... �.. � ,,.., , i ....�..... ....._ .._...... ..,... t -...:�: ..., . � i � �"; �..... � ;� ;�..._ E�::::; _ ..., , _ .. �.....v. {. c �1 i '...... .... ], � , m .._.. �: �..... �_ ...... .... ... ,.... ,._...� . ..,, ,. + r r �i......, �: !� „ � 1:�.:::_ 8 .... � E;....�.. ' e . . . . . . , ... , .. ,; . , .. . �. ..._.. _ ,._ ......� �,. . . ....: ........ -• -x: :: •:?� :r :: -� __ . . ::. ..::....:..:.:. _�.. _�.. ..�...a..:g. _;;. ,....�...;;:. _;.....• -.,...,,....e• -�� .:. _ �..:x:..; �..>�. - .. .. .... .. ..:. :�. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. !? .. .. .. .'.. .. .. .. .. .. .. '.. .. ...r'. .. .. .. .. .. .. .. .. .. .. .. .. .... ..'.'. ..'. ..'.'.'.'. . � . .. .. .. _ . . .. . ,. ... _ ... r. ..; .:�... .:...:�...� ..�.. .:,v..:b�-. :i...p...��..:j..:;i..;.;..:;f...��.::i..:a:..:�..:3..:�..:�:..:L -i:. !. 'e �.... Cl C s�. ,..._:. �........ i:z � � �:�.; �: 1. .::: � _ � _ v .._.�_ ...�� .....� _ ��' .._... _f; -,r� s �i.__r n:-:::_ w„ c f: ,:.� �:: �� --: ,:� �_ ..� ...:.:::� �.r.._.., ., :.,, ......,,.. _n':. ; _ . ��I':::;,. .. . .., _....�� u_::" ...... � _....... I� ..,...�.. .......... .. 1 rt �1_..... : _ _��::.._ ��..��_� .�� .� -�......Y ..��:.... ��._.:I ��.__,. : .. : ...... 1 ...� :., . . ... . .. ! I�. ' � " �.:1 ; " ' � ., ; I_ �... r � �'..� ._. � � i _. .... � ��..� ... . � �i � ��- : � ..: . � . -.._ I_. .,. '_.. .�.:`' �... �...! .�. �..., 1 �; .t !'ti i' �_.' . . � � � � . .. __ , , ..: r . ._ �.... . y.: �.......� � j .,: �... :... ; .... .... .... .._ .... .... .... .... .... .... .... .... .... ... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .._ .... .... .._ .... .._ .... .... .... .... .... .... ..., .... .... .... .... .... .... .... ._. .... .... .... .... .... .... .... .... .... .... .... .... ,.. i :., �, C _. ..i i�_i C;' i i. i . i . � ,.,� �. ,.. i _�_ ,. . . •. �. i �..., �.... _ _ - — .. ., . ,,., : , .,. .. ... . I �w_ .., " '..;';r.: . � _ ,.. : .. , . , .�._ _: .... ��'�41"1; ��._;:::. _= L.._J'.._' � � �_,'�, �. .. �.:: ; . i..>L'::.'E � r ._,;....;_.� —,,.: : . � _ .._ _ ' ' ' " . ... .. ., . .- � � ., , . i_., r ; : .� � � ".; : , � , , :.., : ; '; �.' i ;': ( ' `, �= � ; � , , , ' — , , ,. , ... .,. , , .... ,. ; — , — _ . ,.... . . . „ , .._ , ... .... , . ,—. •... , ;•: , . . . .. . _ ., , . �_, ,-.. �,._ � -!..., �.... �� ' ; 6.: i�� ;��; �i :_�. �. �.. . � �', t .. I `J. 1 �....1 �., � f � �_. +'�.� .... . .... ...... . .._ .� . t " .._ � .._ .... �.... . � i -�.. ,.., � . ,-..., . : . . t i\� i-t _ � t i (-1 ;...,:.., i .,.. ' . `,., ,..,..:.. h'lt.ni , ;�,... ,... �..�..� � � .l i:..� � J; .. :..s`...I'`.. � ,.,:'::.: . ,,....,,� :..,i ,•._--._ .._i• ,.`,_.,_... .. . ...,_:. � . ..�_.,._ . : .... .... l:: t°I i-. � ` ��._ c..� i �... �'� �..., � �..., t.' i^: : ��...� �., � .�.'� i-i i'..' i ,� ��. i�•, ( `�.I; t �... .... ,� . . ....,.. � � � .._... .... . �. . . : .. -�. : �� t�. i ::7 -r. _-. : :.., .. _ .,. _.., . . . _ .... . . . . . . � , _.. , .._ „ .�. _ .... .. _ .. _ i , J�..,�, . { j.� � �� I ; t I ,: . ., . .;-,i.,•;;;., . ._. i",,....'.....:.., . � :.. ._ , � , ...: .... i i 7-_;� I:�' i� . t _ ...,, � . �...'! r;.,. .., _ ... . . _., ._: � .,. ._!, .: „ '. ,..: �..: � .:..; ...; •...; : .,. ._ ._ ... '''.f �..! � . � 1... .... .... ... ..._ , �'.-. .' ,... .,. . ;'. _� , �,.'_ � i'� I". . ..- ; i ., ,.. ., � -. . -. � �...� :. �. . .... ....... . _ � ,.., , t � �._ ... ,.... _. �. J 1 � � � � � c.: i-; 6.: :i `� � ..�.... . ,.. .,. . ,. . �., .-.�._.,_.I �_ 4t., I ; .. ... .,.' 'o.. , 1, .,�•, F��, 1 ,. � � : .. . , r _. _.. ' "". �= �, c; ; R.I��- �= ;:.i 'I �. :. .,.:. , ' ..I.. . - , � . � �..; �::? t ' � ... .... .... ... .. ... .... ... ... .. �... � .., .., .,. ..., . �...: . . . ,. __. " .. : : ' � �: , : . : ...i I' � u . . J . . v F . . : � : . ,..._�-, .. .......... . . . ._ , . ... _. ._ . . ,._ � _ �., .., 'j �. � r\f�" �" ��I ' ' � : i '.,:I..,�"...� ._�..;, i , ,�. ..� � , ...., , . . . , � � ,._� �. . ' � � � i . .. .. . „ � .�_.�_. . .... ::_.! . :. ., �;' _.. �.:� 4, ? { ,J _�.. �_.� �°:. �"''. . .... i f `� , -. , ., ' . Y .:. I .... _...� . i �. ' .: . - ' t. ..: _i � ;., �:'.,�:.; .... ... .... � , � .. _.: , t � : ,.._ . ... r.... _: .. � ...: ., ._ , �•- � -- ::_ :::: ::� : = :: :: ::.• ::: ::: : . :::: :•� ::: :::: :::: :::: :� : _ : _ :: ::_ �:: :_: -_ ::_ ::_ : � � :-: ::_ ::_ ::: :::: :::: :::: ::: :::: ::. ::: : :::: _:: :-: :::: ::- -_ :-: ::: ::: :::: ::. ::_ :::: :::: ::: :- -: ::: .... .._ .... .._ ..� ._ _.. .... ._ .... .._ .... .... .... __ ... ,.._ . . _ .... .... .... .... .... .... .... .... .._ .... .... .... .._ ... ... ..... ..... . .... �... .... ,_.. ,.., . r:�; � ,:..,,.., .. : �, � ; �_ '-_; i- � � � `i; `. , 1— , -i ..;.. .�. .._;,, , , -, �::: : _ ; �.., ;. .. .. , , _ , ,� .t.. r . ..., .. r � ... , r � :_ � � �_, . , ... ,.., .. . . .. _ .. .., . ,._ _ • ;.; , , .... - —- — .._.�; -- I.;=� i". '' i ''' �cil� �. , ' ; )f�: ; - .:;�...' - - ��i„��i' T I�'ii•.. .._ ;, _. —_ ;, ._. _.. ,. ,. . . . ...... . . . . .. . . . .... ..... .... .... _. .... . . . , .,...., . .. . . ... � . . . . .... ._ . _ . : i ! ._.. i..; _ _: :.: �_ ;::; i._;:.? i: � j�., i .� .; .,' ..., ..., _ ., _ ... . . . . .. .... .. � u .. I:._ r : � ! _. � . � ", .�. . .1 � . ;...1._ :�' _ . - , � i'.I I': , - I" i� �-- � ,.�, ; -...._ _, , � ..., � :. � --� r' — . . ... ..... . , .... _.. .._ .._ .._ , ;_ �-„ �-. , , t , ,.. , _ �� :. ,__ � ��_J�_,..._ r', t �...i ;.;;��':ii...;_. ..,�_ ��:�_... i �,. �.:: �. �.11:' c',i��t .;i.:�j:::. .-','..t..�::i : .�.. ..., , .... ,. . ,... ... :.... ., �_.: : .._. . . �'� � :. ;.... . I ;._ . . .... ,.. ,_.. 1._ I...: .._, . ... _.._.. _ . . . _ . . ...... .. � � :... ... �. : �..._ �. �.: !... : . . . , � i .. ;..., ;.. ..: � .�. ... . �_.. �...., .._ �il�'.i .._,..:i:•��,__t. I. .i..: ' ' ..,..., ' �,:� 1�':;'�...,;�' . . ; : I.JC::. `:�'�_ � I � , - �:;i... :..ij°,: �..� . � � �..1 �_: ;_.. I"I :.. 1... �. ...., , � . . . . '� ... � ..': . ...:, . .. .. .. . .... _. ... .... .. . .._ . . . ..... . _. . _. .� ... � .: � ;—.,... i .., ... , „ . .... . , . .., �... _ _ , . 7.., �.3 . � �' . , 4 .. ,...: � . , .... � �..�r: ; ..._ :'.� ��i: ..,�.. ..�..� ' ..�.... : � ! . � .. . . .., � �...: f'�. ....; !_ , . � � .. , .. �... ,..... '.. 7'.'i t... L.. l.J I: v i '•� _.. ._., i�_! �__ i . , ..... � . . . ...! �"'. l:". , .. _ . ... '. �''�4 `.'7 .,. .... ... i F . ;�,:;: .. . � : � '� �'.:� `.. i ;.., ;-, � •._. ..,_ .,. �_ ... .... . . _ _ _ ..� " ,; , , + ,`., ! �-��. ;,., . ,_. �. i � _ _ . ;. . .,..— •,,. ;; , ; , ,.. ....__; ,., .:. ._ r� .... , ._.: .... , , ..,__ . .... . .: . : .. .. � � . ... .. .,._ _.. � .. : . -- — .... ...�: ._ -: .. , , : ,. ,.... _ _.. ,.. , , _ ..., �, �....._ .. . ; v .; ... -, ,,., ._.. _ _ . , ,. :,, .. , . , � .,. — _ _.; � ;'_.,_�,i _' ,..; � , , �,;� , , , .,.,..,_�...;.. ,.._, ,.,� .;. , _. , _ ,._ , ,., . ` �. , . _..�. . i? :...j ' 'i'G:�i�ii.. .. _ ....'� ( .� . :��':•�i I 1:"., . ,.......�. ,. : . � . , ... _, � ,..., ;., _,_ �.._ :._, .._ ..... , . . . . .._.. ... �... . . . , .....,., ..�. ...� . � �- �. , .��,',1L':. _,r 1 �.r...,, ._.. , ,.., l ... . .. ..;1�'., � ..� .. . .........:...... .... . ..�..,.............. . �.... . .. ..,.. .... ' ..• .... . ; , . ; 11::: ; i .� �. , : : :..., . .. � � , � .�. i'i1::: _. , , , .. ,.._,... ._� �... ; , , . ... :... _ .. :.. ..... ... :._. ;::� , r.:-,. , ..., .,. _....._ , , .. . ., , ,... ;_. i ,... :... ,:.._ ...., ,.... . � ( �...: � ..., ,. ; ,.._, , ' �. :_, �. , ,..� : ...:....:.... ,. ;_., .., , _ .._,._. . _ ., �; :... .... � : a ; ; t., : ; _: ; �. .. . : �. i.... �_.i �. :..i _.: � i L.. '�. � �_: .�. ' . _ . . . . �._. .... .... i � � _" i _� i l. i :' :..' �� '� � (_ � _ ' � '� ' � _ _ i Jr I ,(.., i ,._. ,.... , :.. _,.. � :—�.:. : , . .... _., . ,.. .... _, . . . _ _. ! ! -. ;._ � : , �.i ! .t '_., , . ,; � ;., i ._ c.: :._ ::c -c - :: . . .:. :::: .::: ::c .::: ::- ::r �::: �:_ :::: :::: :::: :::: :::: :::: :::: :::: :::: :::: :::: ::c ::c :::: �::: :::: :::: :::: ::- �::: ::�: :�:: :,: :::: :�:: :::r ::- :::: -:. r:: :: � ::c :::�. :::: -_ :::: ::- ::_ :::: ::a :::� :::. ..,. .... ..,. ,.., ...: .._ .... .._ _.. .... .._ .... .... ... ti� I ;.., . ... .... ;._ : I I'_tj.';,i..I . i. ; . . , E . 'ti a'i':i..�.. ..'.; �',:.. , .. .. � �,_, .. r- , �. � ... .... ,.. . . .. .. � � �.: ' �:. r., �... . . . . , . _ . . ._ : � �.:,:...: ::...�f:':�...:..; . : : ji;:...r... ":I�..i � li...,� ii i... ..,�1 � i I i f_: . ... � � I �� I 1• � - ...: i.._ � � .I. � . : . . . . : . i_ i .:, i . _. .... �.. _.. __ i... i .�. � .... ..... � . _.. .. . . _.. � � i �. I�.i �_. .... � � i ��t �..... . , � � ; _. ...� �,.' �,�� f_i r .. ... ...... ... _.. ... . . . . . .. _. . . : ' i : .. '�: .... . .. 1 � . . .... .... . �...i �... i � � i�.l c.i _ � i . . . � i ....� . ._.� ' ._�_...._ _. .. _ ._..._� 1........ ............. . � ... _... . � i _ I i i�'' Fi ,._ .r.: ,_., ,�. ,. ... ..... ...� ... �. � �,.... , , ; „ ,...ii-�:...;.:. i. �. ,... ...: _. , � : ;, , ; .... ,... , .,..... �,, r : .,. �...! �... .._. V�b :;. i... � '... .. .. � . ,� � . . . , � . . � i �. , � .. .. ; .`.'.] � t "�.;"1'.:7 _. I"� l:. 1 1 �...' T.! , . , i .' ;.. .. ,..! 1 ;. �_ f ,.. �.,V i ' r ; �_ ,. I .. ..'. �... ,.. . I a'i ., , . . . . ,... � ' �,.! i ... .... ... ... ... . .. ... ... ... . .. .... .. � _ .. ... . .. .... .. . . . .... .. ... . .... . ._ _ .. ... ... . ... ... . . .... . .. '.,� � : : 1 i .: . . .... . . ... . . _ - - - � : � l ,. _ ( .._ � � � ;i i� '? ("" l . ��,7 . ;� . � , . . .. ; ...� �... ..,.._ . . :,-: .. , ...., C.. �� . ' ._�'.. ' ��. : , �i�...� � �.� �� .,_�.�._ � . �i�..�.._ �. .� �. .��..,�� i . ,'. �.:. � � i : , �.. .. ..... ,..� ;... .. .. � ; � i � i..: , : . �� , � � �:., . � , . ; .. . . . . � . : ... ..........: � � "...'�,'�, �. ! ":i � ' i�. �..,._ �. ! i (::�I jl 1 T..� .i i t .�,.; i' �`.il i� � �i� 1 i __� .. . ,... . . .. .. .. ... . . ... .. . .. . . .. ... � ... . �� : � � � : ..... .:. .... . ... �.... i t ._� I j �� f�.��: �� , � �..: i F- i::7��ii,�.j . .� �...11'�!'..' . ._�. ,�'..... . ....�.:i.._ � __ ._ . . -.. .... . .. _'' i , , 1 1 . �_.i _:: _ : :::' :::: '::. :::: :::: ' ::: :::: :::: :::: _:: :::: ...: :::: :::: :::: :::: ::' :::: :::: :::: '::: :::: :::: '::: :::: '::: :::: :::: :::: :::: ::' :::: :::' :::: :::: '::: :::: ::' :::: :::: :::: :::: :::: :::: :::: :::: :::: :::: :::: :::: :::: :::: _ � ...: ::' _:: :' ::': :._. .... .... .... .... .... .... �_ .... .... � L . .. ..... t: . . . r ' '! I =. � �- �._ � ..) r... t..:'. � 1 . � �. ' � i �...: �. � : �. i..� �' ; �...`. �' �� ( �'.� 1 .. i (.... u ��... f . :�' � � I ... . �.�_ .�. � �. 1 �:� �.- .. ... ... ... .... ...� . .... ...� .�. .... .. . . . .. }.: I I � i 1; .� I.::? :. i �. � i.; ! "_. �i.`� i _�.. 4;;. � t i'`.t'::� � ;' 1'.: . . . .. .... i ';� i ; _ . _ .. .. . . .. _ _. .... ... . ... _ _. .. .. , , ... ,.. ,.. , .. i. i F C:i ..,. � .., � �,i:`� �' � ��. �.� .... . ... . F ... , 1 I �. ' ' I I t �._ i ..; ... _ �::; i: � � J .... � _....i � �... . � , ... . : . . . .. ,.., .. ... .._ � ,... .... � . . . . ..... . . ... : . ... . .. . ..... ...: �. C:: I ' � �. ; •r -�- r'. .- �� : �, � .. ..... ..... ..... .... _ . _.. . . .. .. _. . . . . ._. .. . ... . . .. . . �J;4.t 1 —' i i , c_ � F_`'. `� ... ".�I..'i...%. ,... .:.r'�-'.i,=) .,' c_I!_.: . . i:::'�... _ii:.! i.'..., . . � , .... . I�._�,. ' ' , � ... _ .. � ..._ � , . . , , _ ,._ : . . : �� : � � . . . ._;_ ..' . �.... . . _ .i . � ,, ,.. ... _. , . , . . .,;. _' '!. _ . . . .. �li. ::i.. _v. __C .,v, P• } >. '.J� - ;. - 'v...p. �y. :,I..:i _y'.. '.....:.. .. - , _ _ -„ :,i ��...,,. ;,,;. -�i. .,:. _i -.;. y ' . " ' . .. i..:. . . . . . . . .. . . .. . . . . . . . . . .. .. . . ' . . .. :. . . . , �.. .. . . . _j.._t. _;;. :,..:J.. „. _,t. .. - � i .. . .. . .. .. .. . .. .. . . .. . .� ',...5. .. ....,,..; �'. �. . :i _ � � . ..,,_ �..._ �. ,........ ,,.....,. -1; .. .. ,. .. ... � ... .. ...�,.._ .. . . _ . ,,..._. ,. , 1 r i.....y - k � ,.... K::.:-- - L �. � �......� . '_` ' ' ...__ .... . ; `•, . --��, ��,,,,��: �� .. r - r_--� P 6 _ ..1; ,. '.::-' (� E, , ..... 1 L:° _. 1' �: � �� i . � !i . ,. . � ., ,.... , ..., �... . .... _. _.... _ .._� � . ; .; . ,.: . . .. _ _ s�[.. . y ��.. ...;,��.. .c�`i:' :� .� � ,� .. � i . '... il ii;.,!1 : � � � ��_ :: 1 ..... . . _ .. : 7'' _ "'u�:.. _ � ._.. � ,, ., . .. . . .. , . . ..... , . � ' ..... � , .. ,..._.k ,..... ,. � t I ,, , '� . .. I . i _.'_ �'_ � � .. ' r�.. . _ . . _ ..,-, , �._ � � .,. , .. , .. .� ,. � . .... ,.... - - — - - �1.: i ...,... �, ! ._ ._ . ,.. ... � ,,.._ .'J.,. i.. �. �;,..: ��,� , ';''�'..., " t:��.. __ � , . �; , , , . `-!� � �,'' , , , . , ... ! . .. . .. _ ._ .' R-. _... . .. , . .. _ __....; ..:;.. _.. _a� -r.� -:.� -.:. _ f... _-_ _ __:. t; .: :. .:::..:::..::..;d. .:t.... . .:_..:�:. _ .... �.7 °�. : .. .t .. .. .. .. . .. .. .. .. .. .• . .� . .. .. :� :� :, .�. :�. - . . - ,.l'1 . �._., .._ .., _ '_�_.. .._, .� � � . . ":i:':a' . .. . . . .. .' ..' ' . ..—. . ..' .. .. ". I..............................................................._ ..... _............................._................................................_...................... _............................._.. ..... ............... _.............................................._ ..... ..........................._. .................... ..... _... i , .... ..... .. ..._ . ..., :...; ,...� ;.... ...._ . , t: � �:..t I ;. �_.. . ,-..._...., , � .. .. .: ,... .. : _,.. .: _... _.. � :. .... : .. .... ... i i I ' ,. � ' �� ._ ^ I I + �::- f :...::.....:....:... i'. I i i ., .� ,..... .; � ... ...: :... .._ . . :...� . . :"�. � �. ,� . �..� ... . � �..., �... . . . . �...... �.�. : � � .�. �._ �..� __ �_. �.._ . � ..... �. .,: . :i :-.. . ,...�!:� i.... ...., . . -':. .� _........ .:.i. :' ' i... . r i� :' . �..I �.. :_ � : .. � ., .= !°'�i`:if;.i_:; :! . i i �: :� � -;.* r.:: �_ :.., .� . � ._ "r n .... , ._� . .... ... . „ , _... .�._.-,..,.._:.� ._,;_.. . .. . ` �:-; 'T' =i � �... �': , ( ; �_ i':'� _:� i'.. � `_.5 _... _... ` _._ ._..._.. _........ _.. _...__ ._ ._.. _... -'- --.... .. ..._ . - .... .._ . . , �. �', � . , .,. .._ . ..... .... ..-. . . , � �._. � , � ; � „ .. _; .�. .:,.. .. .:,. .::;. ... .:. . .. .. �' ... ,. ' 1 :'.:I r:.., .: �:.:: ! :�-:r-�; .-� : --......,_, ....,,.., . ... _ . .. . .. .:. : .� .. . . ,::. r�� :i „ �_� t_: �.::f i ..: i `: I .i. �J'�_�' �.::; ;..: tr� �...I �...! .:.i ;:::. �. ... .,. ._ .... ,. �.: i ,:. �.::` I'� . . . t..: � , . ;.... � _,_ .._ ,-., . _.. ,....:.., :� . . ' ; �� ; �i i,:.:i �;;..�':;,:.:� ; .r . � . . ..... , _., : , I �. '� '�., , � � : ; .' '. : � :...� ,... .: ., - . .. .... . ; .: : ,.� � � ; i ...: :..: � , , . . � . . .._ .._ ;::i :� .... �.'.:i .... ,' ;' � . ,� . � � . ! ��...i ........_..........._ ...................................................... ' i . .... .... ;.... ;.. � .� : . , .,. .,., � ; : . ' . �.. _ : i � ' ,: _t � ' ' ; ' . �...: � ..: :... ..... . .... r . � .... � . � . _ �� .. ..�; I::`'-.. .,. t , .. . � ;�`i _ .,.... : ; ... . �. .-. .. , . : _.: :_: '. .: '..:'. „ l 7 l ,! � -t i^ ;' j ` I ,' ,. I : p;:t . .� ...,. �� . : . � .. . :... .� ..., ;.. . , � � ,:.�. .. ,. ; � . ..... �._: ;�.:. .:;:. .,. .... ,.. �. ... .. "i . . . i ,- ;... . . . � . . . .. . .... ... ; � , ; �� , : � c:: :.., ,_ ... _ . y ,. ._'... ... ,,:...,. _ l� ,. , ... , ;;; � ....... . ::..: . , ...;„,_�,. •,it;i (�.. ,. I .. ...___...._ ......................._..._....._._..........__.._....._.._..___...._........__....._......................................_..._......_....._......................................_ � _... : ....� , � .... _.. , i ,� ; , . � �.. I ' �;. I _ ..,.. �::: �. ,... , ,._ � : ._ . , , � ,... . . _ ..... , ,� . � ��- . .: ;_� ... ��. r� i �, «�� 1`�� . . .... ... ... .. . ' � � � i c. : � . .. . ��.-.,.,.:,.. ._.._ i:... -., : i �.,C:. �:.� ... , � � . .. .......... ......�.... ... _ . ,_. c: .. ' ...! �.._ .. .., , .. . _ ... .. � � � i,.. ., J � ....; ,.: I � � , ..., �_.i i.:. ._'',.' ,. '�.' �..! �.::. ..: i ..... ... ,. � .. ., . . .... . ._.,� i��-i-�i�-i�(:,� -...„ '. ��r_�i�:l _...., . .:... ....... . -:uj;. ..�n[_ _jc;,;- -�Ui'... . . r , ,-.....� i ,_ � � i: . .�.. ,.... , . .. , _ _ �.....�� :.., :, �..._.. „ ,� y .:.0 ; t...�, r r t ,n - C { n-- i,.... � � h ...r �.. -:s�t�...; _K,{. _�;ri.� .=a;- - :�.. _ �. i..._.r � � .,. „__ ,._... , __. �_; ,_:. . , . .... .._ — • - - -- �• :. ; -�.. _.. ,�_;_. � �I:._ ld: "_l.,;`_ r.;'i`f ;.r; ; t , 1'i!.,'_° F°;i...!.Jt::� ,� .. ... .... _ _ `_!l: '�'?�:.:' .;':_;.':'..... _. .. ,.''�'". . , , i �.F_. _. . . ,.... , ; , : : ., : �... ;_ ; _.._. , = i .. ;:.;;._-..:.:�.ar� .... .. ..:..::..;._: .�._;..::... -:._:..: , _ r>: .� w .: > ; ..,_.:y.. i .....,�..,. . .. .. . . .. .. �_.., .. .. .k .. .. .. .. .. .. .. .. .. . . . . .. , ,. ... :. : �. .. �. . . .. ....,�..;;...�;. _�.. ��- ; � � t , t i ��' i�i i::: � .` �3 ": - .: ' r .:�, .: .:;:.:;; .:�:. .:,i. .:;:. .:i..: [:::. :�. .;;:..:,:.:.:..:;; .:_ .:;: ;t.. �. _ y;..: .. .., .? , � �i i f � - i �� .... .... .... .._ � __ ?::; i ,�::.'� t.� _.. �.... ; � r-`i � ,. .... ;. , , , ... .... .. .... .i. :... „ .�... .�. .i. `. .� ... ... .+.1'."'. �7� .i. � � ._. .�... {t � ' ' !i .�_ .... �� .... _. . � ._ �, . .... ..� ,... �� . .�... . . .. _. ... . .,... ..: .._ ,. .._ . _ .. .. .', .... � _� �._ i :'.._ .. .. ... . . ,.. .... . . . . �� ; '� �..:� '> �� `� �� - . .. t 7'-' � .'�'..' . ..- .... .. '_' ... . .... .... ..... _ ... .... .... .. , � �, r .. � ;... � , � ; .. .J �__ ... .. . . .._ .... �� ... .. i � i 1 .. r .. .�.. ..� ... ..- '. .i. . i _ '.�' �.. ...,. .:..: . _'1' __,f_-� �-�t ...ntf— . , r ....� ...._ ' . . � . ..., .. , �L^ '� :— ' , ( .i .._. s , .,: � �.. � ...; u ,:'_', y_ i ,... . .. {�' ;�` .. _ . �.._„ = -:,�i-• ' _ ,.. ; . . . __, , , ,. ,,.._. ,. __� �...._; � ,. „ .._, , ?_....; ,,, i _: _ ,i ;�...... i' ` . -_ . ...� � ,.. —m�;- -a�,: _ . ; !. .-.. :-. --, ,-._ , ; ,. ,� ... ..,.. , � _ _. . _ ..... :-� , _.. ._. c)L":' r;�_._ s a ; ; i �:.: � t� - � �I.�� ,._ �...., �'�:., � �:.l;� _ i _ - _ - —" .. ._. � ,_...� ,. . ...�,::' � . � __ , � . . �: : , ; � „,�.._ ._ ,._ ...._ _., u .:,.: � � , .: �: : .:��F- .:y. _E:. .:,r�'.�y:. .:;�:._�:.:�. .:t.. :�.��. .:�. .:�:. :j. .:J� -�.. .:y. .:j. .:'e'i. .:;j. _:; .:y:. . .:. .::�. `i. _ _ _ i . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. :. . .. n -'J,.-i..:u..:..._�� -; _ _ �... -i>..:j.:i. ; .. .; � . , ., � . ... . .. . . . . . .! . . . : . . . .e' ^' u' ` _ �...� � - .. _. � a... .:i. . . . . . . ' ii. .. .i>. _3. .:y. Y . . . . . . . - ._�y. ..�.. ..y. _f. _y. .:if. ..� _ - . __ - � � �. ..� � �.. . � .... ...� : \ I 1 :... � �.... .... I I _ .� i � -, 1._ l_, . !_, � r_i � . C:: � • I � f �. ',.: . ,.., .�. ,.... �.. �_� ..,.. . _�. ... . . .,. , ,.... , , ..,.... . , :.. .. .. _.. ... �-.... . ;i,�- � � �� i�'i'" r.:: r �.... . _ ,... �... �... �.., � , I . ",._�... ,. ,.., .:.I �� .�. I � .�. i I1.. I::: i �..�....; � i � . .. ....:�;.'. .. �'' ��.:.�:... .. ....,u..:i:..:�.. �...� .. .:. �. � ..,_ ... . . ..... ..... ... i .... ,, .. .... , .'. .... ,.... . , . . . � ,.....i... .,.... � ... i �.1.(_"� .. �...i i ��. � ..... ..,.. ,... _... �- �! I ;:, f , ,... ;._ ... , ;. ; .. �...., .,...J . ' I _.; i „ ,.. j �... �•.f � -. �... ..., _., ._. . , , ._ i _, . ;., ... .... " 'i+'-. �:_�c::� � � �:: i � �; 1 : :"- : �; _;:(.,� f , .. �:, _r __ _ _.., .... ,- ' ♦.. .._ n .: ._ .L •_ �� : u '�..� �� .•:.. .. . . ...i.{ _: ' !:"' ... ' � �i i �� • '"� i:_ n : �-. � : . .. .. . . .. �..�. � .... .._ . .. _. � .�:.. .. .� . .. . .. I ...F. v a:..:' j �. � 1 �t 1 �: 1 �: f �1 i �11 �1 4 � �.... � , ' .._ _': :l .�. .� .... . _ i ... � . 4 . . �... � : �� - ��f (. . :"�. :"�.: 1 ' �� .. .. .. . .: _ - ........ ... .... .�. . � . n . �� _ _. .. n _ _ `' . .. . .. i� ..� �... ,_. _ .. ._. .. . �• � n ��..f �...i ` : : ' v ,fi, ..� :_i 1 1 '..� .�... �. n . .�.. ..�. i ' .. �..11 .Ih�� .�.. .. .� . .�.. . . .... .. ...., .. _ ; , i.. .�. ; .: v .... j '� ... . .... �� .. .� _ � .... . '....i ' .'. .i .-. : :,. :.� . ,.., „ L ' ii". :..;. .�::..� � i I i �•., � �(1 { :...,:._ ' '•� � � � . i� n... ...1 : . .. : �... : � .... .... . . .... .. .. : i ''� �..i � � � � i �i � .� ( �i �.1 �_I �� .. _ _ u .. _ .�_. . .... �� .. .. .. u .. ..... .' .� ' .�. 1.:... �..:::. . �1 �' �. �I i� �� -� 1 � : .. . i .. .. .: .. � . {_ � �� ..._. �.. "' . ,. � . �. .' �i �. . � i .<.�. �' � � � r.. �� . .r � -� .: ...� ... _ .... . .. � � ,:: ' : : ' ', i '1 1 - 1 1 1 I � � �.... . ... .... �� .' i : :�. � - ('.J � �..� �..�� u 1 'y ,_, ..... � ., .. . . .. �, _ .. .. .. ... . ..... .... ... .... ... . � � ... . .i. '':, i , w . .. _ , _` ;. ........ 1 ::`.I. � i. i ..� .� .�. F..! _i f::: "� ;;:.. � . �.... .... .� .... ,..::... .; _ r...: :-: . � . ..�.. .... .... ...,. � r i ... . : . � �.... _,.... � '� � ��' „ � _' ", ` ` :"' :' .•' -... , .. .. .�...,._ � .. ._. .. . . ... a _.. .._ � . .�....�... ., .�. ..... l C_tf..� . , .: - .; : �� - '" _ , .; � ._., ,..:. : :-� < .I. I_ � i ,ii i 'I. � ^i' .i. (_t!_� � � �... _ ._i.,:::. ,- .. .... . ..... : _ .. . .... . . .�y . . . ... ..... .... ...;.•-� „ �.:... � . � ��,: : �:: .� :'i. ; ,... .., .. ._. _ �, ! i ii ': : '._. .� ;..... .., .� ' _ '_ .... .�. �_.' � " ` � �, : ,� �.: .. :...: ' � .I . . , :�;i� . . . .. , . ,... . . . ., .... . _ .. .: . . � . ;. :....... ; ?i'� ._ .: -. : -� ._. . � ... ..... .. ... _. ; i, y...: :� �.:: :��. ; "�' •� ' .� . i :r.... � -- :� - .:. _ . ..... ., .,_ C:; t_: 'I _'!' ' t „ : ... „� ., _' ° �. � ..... .... .... .... 1_ � .... - .�... _:. !::i „ ..:: �`:i '..` �� _ .�.. .,... .... i::i ,� . .,. '..�' �, . . ..... ..... ......._. ..._ ........_ ..._ _........ _.........................._ ....................................... ..... ..... ..... ..... ._.. ......................... ..... .......... ..... ..... .................... ..... .......... ..........._............ ..._ ........., .......... _... ......._. .._........._ ..... ..... ............... ..... _... ......_.. .._ .__ ..._ ..... _... .......... ..... ' ,.. ,., .... .. � ,. �,� , � ..... �f � �-. - .� .� .��. .. .... . .... . .. .. ..... __ .. _. . ...,, , .. ,� -- - . , .,...._. �. ... .. � � `_� .:.;. �:'::..,;"t l i �..' .. '' : �...... :i ,-.. ...., . _ . _ _ '.. � , . ,: . . ':�� : .. :.:... _ ' .., , .. .,: CJ P ..: . .... : . . . . : .. �� . �.: �� :. . : : : ;:_ 1 '. - f ' .... ... __ . � .... . ..... .� i �'; '; i � .� . .... . ..... . _.. � . . . .... .... . _ ,.., ,_ ;., ,.... .. _ ; � � � � ._. .; . .:. .� .,. .,.i;, . .... ;...+'� ' ..... „ ,� � � _.. . ;' ; '..:t.. :. . . . . � ;:.. . ... r ,. . �...: 1 .. .�. �'�..:. t . t . ' ' �...1 , . ; (.:'� �'; i ��' - ._. ,.... �. : ,.� ,_ .... . .., � - �...:i..; � . : � ,.... . . .,..._ ..., ,.., ' "'� r '. . ":' : : : ....: .... : .:.. .... . ,.., .,_. �.... �...i :. .._: �...: � ,:.. .._ . � :.. ._.. .... ,� .... ,... . . . _ -._, ... ... :�If, "" "' _' _"_ ". _........._. _ ............. ..... ..... ..... .................... .......... ..._ ......._ .......... ._.. _........ ..... ..... .......... .._. ............... .._. ..... ..... ..... ..... ..... ..... ..... ..._ _... _... _............ ..... .................... _.. ..... ..... ..... ..... ..... _.._.... ..... ._.. .._. ........_ ..... ._....... __ .......... .......... _.. ..._ i��'� i�:��- .. ... . .... . . " � �.. :,�: ,,., , . ,... ,.. �_ � �.: . �... . . .._.: . �..� .. . ..., . . � �� .. :.. .. _ ..._ ,. ., �-'� -.... . : � i . :_. ... � i ;•, ., :., .... . - ... ... ,� .... . _ .... .. .. . . ... ,. .. .. �`;' �._� .:.{. �,..`.t:'::... '��'� . :... :"�: i::�.... , i ;; . [: ,� . � : �. �, , _.. � , I .: . .. ._, ..: �, �... .,; . . �.: ,�� . , . ,: �� :..: . ' i -:' + � "t r`: : -:!' : :... ,... ..: r.:: tc: .. . .._. �... _.. ...� ... � . . .� .,... ... .t_ C: i"� ,� . ,..., ; � i ; : �� i ,. :.i.:. �1 .. i .... .. ...:.... . ! .:..., .., ,. ,... , . .... . .�...�._ ... .t.. �. . � ,:., :... ,..� y ..; .. .. u .. .. � . . � . � 6..' .,._ �� .. ,..., _. . ...,. . : '�- i: :_� �..,<.., ........ . . .... � .... .... .,... ,..: ,. .,. -. � � . .^ r �_., ... ... ..:_ 1 ._� (.y ..J L'= ._. _... .. . .. .. _... ._.. _ ......._ ...... ........ _... .... .. _ _ ... .... . ...... ... .. ... .... . .. . . ..... _ _ . ... .. .... ... . . . ... . .... _. .. _ ... .... _ .. . _. . _ _...... .... . ..... . . . .. ..... ... . ._. .. �.: - , .� i � :! ? � �:. i ,..�.i ': -! �1; 1 . ��. , .. �..' .;!i - _�' � �' �- �; �l i : '- ... �* , 'i '� " � � ' . � .. ;.. . ��.: ' ' `._' C:' .. ... .. .. .,. , . .. . . .. .. ,. _ .. ... . � . . . � .. , .. � ..: .... .. . . !._ r-1,:_i... !,. .:, .%�_� � r � : � �;� �. � ; , . . . , . . . � , �.... , i �:. ..,._.,. , ...:_ : ,_. :, , �...:�._,:...; . �...;:.., ,_i „ ._��, ;::.t.�.... , ; : .,. ,. ..".. .. �, _ .. 1: :-' ... ..� .._ . _ . ... ._.. _... '1 : I � '.,. � � • . � . ' .� .� — _ _ . . . .,: i .._ , . . ;..i...,. _ ;..., ..... .... ..: _ . _.: � •_t'._. � � .�:...: � � ' `. r .... . . . . �..� ! i w ( .� 1�= ... .�._ ._. v �, .. . �� . v _ e... .... � �. .� _.. . .�. :..i :f i ._ ... _... .. '• - _ _.. . • '/'. I ' i �� i � _ • � ' � � a.i ...: n i . . : �. . _ '. _ . .. . � :r � ... '.: � .: .; ._ . '�.: . . .. . . a . .... .... �. � ' . .� _. ...� _� �...) :.J �� .... .... .. �i .. ... .�... .i. �� ..i I i .. �. �. � .�. . .. . ... ....... . � . ..... .. . ..... .... .. . ... ..... .... .. ..... ..... .... ... ..... ..... ..... . . .. ..... ..... . ... .... ....... . .... . .. .... .. . .... ... . ..... .. .... ..... . . . . . ..... ..... .. .. ..... .... . . ... ..... ..... ..... .... ..... ... .... ..... ..... .. . ... ..... .. .. ... . ... ..... .. . .. . ...� .... .... �� ...1 (..i .�... .... �� .I. .i. .... .... .L .... i _. .�. ..�� ., ;. .� .� � ! . . . . ......,. :..; ,,.....,, r, n ........ .......:: n•�, n � � °.�. .... ...I�'i:.. ..q�c;.. ...Iuj .._{;;�... 6. , �:....,�, u....,:� , ........ ,� ,. .,. t .. .,,... .. If::::; � , . �... .. ,.._ .;. ;,... .,... . ,,.._. .. .., ''�. �'S � �� 1. '. _ t:_ ..i� - ' � , ':i�u- .,�-. . .,.....: u �: y 1. .. ,.... � ,,,, ........r ,,,, � .: _� ...,,,.� _��.:._ , ��: J' .......� �;.. . ,� ..�, i � . i c _ f� � �. ;--:.. 6° , ,. r ,. , . .a - ,.. �... � ..... . .. . :.. .�. . � , i ,...; _... ; ,._...._ :a , , , , � �, :�, � �—. �-- � . _. ... , � ,_.. , ... '... .,. . . � ` 1, � .,. , , ; i .... .. ... .. .:.. _.. ,� _.; :.. __ , _. t , , ... . . ;. , i , -; � =' _". �'; i i ..: .. .. .. .. .. ... .. .. .. . ' - - - - ..,...& _i... ,....y' .�...;, .y....,. ry,..);. .:y..:e:.. ;;. _;..::; . .. ....:�;:..:�; .\j..:;�..�j..... :�-'r .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. :. .. .. .. . .. .. .. .. .. .. .. .. .. ..- — . _ _ ._ ' .. . 1� .. s. :i� �::- �. � �:. �'� i ' - :..': : � :._ �._; .:;:..:� _ _ _ :..;...v. .. _ .:�;: _;,..:�j..:�..:y. .:� _;:. __.:. � r �, ; .. 7 � � �..._ .... ;.... 1 f ..... � � ... , . � .�. . .. "I '� �.- 7"'�.�..1... u �.:�1 '..., �... �. ..% � I..: ��._ �.." �..: ..... �..: "� ..... . � �.... ,.:� �... �.. .... �..., .,. ,., ..,.... . . _.. ... ... �. .� . ,_....�.... . ...., �`�.C::.I �� ' I.� i t �.... i i �'�.�j�:.; ,... '. F_�;:.: �..,;�_i..... '' ' ; � !.; • • , .., :... � ..... I .. � '�.. ; .;r- ..;;..>.: .. . . � _ 1 i:... .... _.. ,..., .:. :;..:;:. � . .::;..:::. �„ � �..:�;..:..;. . �._ ... �, . .... !. I...1 „ 1 ... :. � .i. � �, �...: , I �.... .._ . . : . - .. . �'-� •_ . :. �..,.. �_ � ..., ...,;.., _ ... ..�.. . �... . , , : �. . ,;. _ . - - _ l.. ' ,� � � ; i ._�i�. i.: . � � - , .... ...., . . . .. , . i 1 .� , i i_J ,._ I .f : � . �...; :...: , i ; ! �.., �.: t � �,, I ...: �...r �...: : I' :_. ,....: �. .._ � , , ...: ; ,�. , :� ,._ ,._ .._ _ _ ; _.. , . .:.. ., : �, , . " ,:!. .._ . ._ � ' . ,... . . . . : : : �..; �: ;,, ` `. i :: 't.' � .: .� .��. .: . ... _. .._ � . . � . � . . : i �.:.�. � : � :; : ;..,� .� �'':i��'! . ' ... . ..: �..` .. :::i. .... . ., :: t � �:' .-. . ..._;..., .._ " � � . „ i ,:.} �� ._i..: i_� �� .: i i ...;"" +._: ; ';{`: .................... _............. .................... ._.. ..... ..... .......... ............... .................... _........ .......... ..... ..... ..... ..... _... _............. _... _............. .......... .......... .......... ..... ..... ..... .......... _....... __. _... ............... ..... ..... ..... ..... .......... ..... .._. ..... ..... _... _... _... _... ..... ..._ ..... ..... _... .......... ..... i ;::: ..., ..., , ., . . . . .-. ,... __ . � . ,� ; � .... . , ...: .... . _ . .. .� •..: � :__ : 1_,, .._ � i._!'._: : ' ��. : : „ , i , _ ' .'_}i �, �--� = ., : •• , ,, .. ,.. .� .�, : �. . . . :.. " ' ' � i i ::.i. : ; i u � , ... t , :, ' ..._ . . _�.._ _ n .,... , . . . �. .. .�... � .'..._ ....................._.. _.. _..............................._ _.............................................._ _........._......................._............................................._......... ........_ ............... .......... ..... .................... ..... ..... ..... ..... ......................._ .......... .................................................. _.................. ,. ...,....,. ;... . � ; ,�:... ,::: r . ( � �: �::; �_ ;., ,.., � i ,.. rc: ; ; . _ ,. , , �.... 1 , „ , ...: ,.., L : , : � � �� , ... ,.. ...,. .. , .... . ... ,. �r �� ! � .i.,. � � ..; �... .. .., ;' .. � ..t t_t . ..... .... .... ... T .. , ; .... .� ::? . , . i ; � ., �.: .... �, � .�. ,� . . . . �.... . „ ��.. . .. ., __� _.: �� ... - � . � ,,: ,ii. . �� .. ._ _ �, . .. �...� : ..., � �... . .... � �..��... ::'.i....� r _ ; r;. .; . .� :... , . , : u �...' �...: , i.... ::...:... , � � ' '; ,: !. i ::.� .......... ..... ........_ .._.................................... ..... ..... .._. ..... ..... ..... ..... ..... .......... .......... ..... ..... .......... ..... ............... ..... ..... .......... ..... .......... ..... ..... ..... ..... ..... ..... .......... ..... ..... ..... ..... _... _........ ..... ..... ..... _... ..... ..... ..... ..... ..... ..._ .._. _... ..._ _... _... ."_ ..... _... _............. _... ..... ..._ ; .... ... .. ,-... :.. : , : :' . ;... : ::'.i � ,�� ; ! i ; ::` : i i : ; ..,! � , � ::.� y::; ` ' ' ...� 1°; i �:= '' .._ ' � : � u � ' � . .,. �� .� _ :::j. _ ., .. .. .. . .. _� i . ' ..1 ,� ... .. .. , .... .._ �� ... :L >... e =; _ _ � ::. .u.. .... . . �: .. ... � � :::;. , ,_., ...,. -. _. , ,. , , .....;-.-. .. „ : : .:. , . ;, ; :;. ., c_��` y � t::;::" ;..: , t . _ _ .,..:._ �. ... �.; , .. : , _,.. ..,. , .. ._ , _ ,� .. .. ._ , � ..... � _ ..._ ;:, ,. .. .., ._ � „ ��:.:.. � , ; ,. ,. . � � „ . . , , � , � � ; � , _.;.�.. �_ .. _ ;. ..._.. .... ... .. � .. .. . .... .._ .... __ .. . .� .�.. .. . ..� .._ • _ _ � �� . . � . i. ... . .... .. ._ .�i. �.�. .... _ .. ., � � �::_ : .' .. . �� .. . _ �., , , . . ., .... .... �...� ._: �_: �.: � :... ,:.�. t.. . . .� ,... .i. ...: �: � ....: �...: � ...- ?': i .: : :�-.: :-�. .: - ' _ i ,:... . . . .... : . . . . ...' ' _ " ' � ; ..... � �...i ; 'i; S :.�i �•; i � 'i �� ; :_ �.._ � .,:_ .: .... .i. .,_ ,_ ,...; ;:.., �. . , ° ..- - - . . .. . .... ,. ._. . ... . . .... .... . . . .� .... „ .... �-., . E .. ., .. .. r' � '�;:::�. it i�;:... :... .. . i"'�i'} i: „ ; _.. ,. _ . .... . . . ... ,� _. .. .. . ... , , -- ... ,.... �:' �. i 1 i ;�..;�;.:, :i . . ` �..., . .._ ._ . : � ., . �. ,.._ •...: ' �' '"'� � . ._ . . .._ � . ,. �..��.. .. ._. ..... _... ......'" "........._.. ..... _ ........ .......... ..... ......... .._ ..... ..... ..... ..... ,.... ..... ..._ .............. ..... ..... ..... ..... .......... _... _....... ..... ..... ._.. .......... ............... .._. ..... ..... ..... .......... ___ ..... ..... _._ ..._ ..._ _........ ..... ..... .......... .......... ..... ..... ..... ..... _... ........' '_' .......... ..... ..... .._. ............... ...; .. . �..., .. .� ',- j :. �� .... . . . ..., r r.:: .� ' r.: � . , „ �_• ... :_..'_ � i i: i ..;: f..�;;�j . � � C:i i�:' .. , � i it��t i= :_ . � .. .. ... . ... „ ... .. .. : . ... .._ r�i ., � „ .. .. .. C:i .�. :� i�1,:.F ; i i 1` ; .... „ ... :r ... ' .._'... _.. � i �. �.: . ! ! ` . •,. _ .. : -;,� . ; 7i . .. .... .. .. . _ .._ �_J .. .....�._ _ v �._l:._ ._. :..�. . u .. .. .._ _ ..._ . ��. ..... � ... .......... ......... ..... _ _... ..... ......_.. ..... ..... ..... ......... _... _... .......... .... ............... ..... .......... ..... ......................... ........_ ..... ..... ..._ ._.. ..... ..... ..... ..... ..... ..... ..... ..... .......... ......__ _... _........ ..... .._. ..... ..... ..... _... .. .. ..... ..... ..... _... _... _.................. _........ ..... ..... ..... ..... ..... , ...� ...�. _, ..� .. ... � 1..; .. : ( t � -':: I fl..' .. ., ., ' . �11 - � .. �I .. ....� .. ..� .:.�. 1 1 -, \. . '�.� .... �_; � ,� ,. ,.. . ..:.. ...�. :... ...�. • .. .... � ... ... . . .. .... ... , � i � �1 � ., ..., . I.: ...,. .. � .�. .� . .. . _.• �:...: �t .;...''.... .... i .... � .i. ..� . .i � ...� �� ..: �...: u �...� : .�... � � -'��' :.�� i � � . . .... .� .._,� ...�...,. � ...: �.. � ' � � ' �' � _. �... �...: ...: .�. � .. : � � �...: C:: :.;. �..� ;...� .., .... . ,.. . . . . . . . ... ..... ..; . . : � : : . '� : I::. ' . � 11 �... : � ♦.�.�:..v �..� �..1:...:�..� .� i ...... �..'.. ;... _� �.. �... ::� —� � 11��: : : ..._ u ._. .' � �..� �� ..... ..... .......... _..._...�_ _............. _... _... ..... ..... ..... .......... ............... ..... ..... .......... ............... ..... ......................... _... ..... _... ..... .... ..... ..... ..... .......... ..... ..... ..... .......... ..... ..... _... ._.. ..... _... ..... ..... .. .. _... ..... ..... ..... .......... ..... ..... _... ..... ..... ._....... .... ..... ..... .......... .......... ..... ..... `�� .�._ � t �.�� .v._ .�... .�. u ,�.�� ''� ... .... .�. .... �. 1 � ............... ...� ..... ............... ..... ..... ..._ ..... ._.. ..... ..... .......... .......... ..... ..... ..... ..... ..........._....... ..._ _._ ._............ ..... ..... ..._ ._.. ..... ..... _... .......... ..... ..... ..... ..... . ....... .... ..... .......... ............... ... _ .......... ..... ..... ..... ..... .......... ..... ..... ..... ..... .._ ..........._....... ......_.. ..... ..... ..... ..... ..... .: 1:_ :... . .._ r .-. .� . � 1:.: . . .... � � ' � :::: i 1 ll : � . ... �..., _ ... �.... ... '.... :.. :_ �.. � �: �...: . . .�. .... . . i �i ._: . :. r ..i u �._' � _ ..a. � . ..: � A. . . . . i �. �— .... �..1 u .... .... .. � { .-. ; .� :� ,.. _ _ . . " . . . . .��. .-�. � � .; r, . . . .. . .L'�..' .�. � 1.' . 1 t: : 1 , '�� .. ... :.. ii �li 1 � 1::: i '11 ::: .. . .... .... . .. �� .. . .. .� .. .. . . ... ... .. .. . _" .. .i .... .�. i � ` ..... : I �I :'�'.i r ...� i. � . :�.�� i ..-��..� ..� �� ,....�i _ ........ ..... .�.. ..... ..... .......... ..._ _............. ............... ..... ..... .......... .... .... ............... ..... ..... ..... ..... .......... .......... ..... ,.... .......... ..... .... .......... ..... ..... ..... ..... . ... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... _... ..... .......... ..... ..... ..... ..... _... ._.. ..... ._.. _._ .......... ..... ..... ..... _... .: : .... .... i .... . � . :� � r � ' .... '� . •.. �. l..l u '...:.::_ �,_ .... .: "...; : : ' �� ...�' . i� .. .... 1-: .. ... �. '._� 1 1_�f �� '.... r �� ... ... �. . 1 '...' 1 � � .... !::: ...., . ...� . .i .� �� :� .. �. . . .�. .0 i :::.j. � ; 1 ;'1 1i�'1 l . � , ` ...,.,.., :� ." .. _.... _ ,� ... ... '� �' t.t. :. ; �. .. �; : — ,- � ' „ . . . . .. ....: :.:.. . . . . ... ...,. ._i..._ . . .. . ._ � „ �: . , ..... � :�� L"' }. �: .. ..:.tli... .. Ifl... -.I"!:' '_;�'._' . . " r ' _ " ' " ' .... �.. � . . (. 4 ... �,... .. ..... . . ... . .. , .. _ .. l.._..� tl.....r d..'4� 1!...... ':.._..; + � � ...,.... . :- .. _- . _ : - ._J a '� G �'` li !r' '6 i� 1 :� r , � .... . C_ i, 4. F"... L ' �a f �' � ,,, . � — 'i4.' 3 :. _�'+:' ' . -._, � -- �� . ... .... : :... : ......, �� ;::..,..,_� .. ,� —, ..- _�l '°7—_ i :_�... �4 � ! .;�'i ' .+li_: T �.,� i � .�,•..,! �... .y=�� - � ., i i._i , �� .,.., ;�._. _-'.,... .�., :. , � � -, �-. :.;�-. -- _ _ , � � �._ . .. .... ._ .. : , .,. : � , , : , �_: ,.... � .. .. _ . : ' � L: �. .: . . t ._ . . . . f'' =1'_- `,:_. ._ .. .. .. .. . .. ..: .: „ .. . ._; .. - .. . . ., .: �: ,-: - .t..:� .. �..>:t.._.:=.i �; , � , :. � .,... . `;;_'�. , _�' -s. _!..a;.._x.. �?r - •: e .: �, ..�� ..x_ _�. ..,....,_ .. ..�_ . ,-.,,... -k- �. F .. y:..d .. " r .:e"y .:.:..;�:. :,' ' .:�;..:.:. .�:..'._ .:;;.: y ;.. - . ............ ............ .....�. .,. .._�1 , , i , ..'.." .. ....:.... .r.. . . ' -. . .. . . ' "' -' .. � � '1 "1 . ' .. �..• a !.\ ,'., � � i ._. I � . �A l..] .. �'., � � r.. .� i'J .... ..,.. . .. Y. � i 1 i t 1::. 1' (' r .: �._ �::; , �:.; ... _.. . .... . ......... . ,..;, . ,... ! ......... .... :. �.,�;... .. �.. � 1:'�d t.� .i. �:..� i... I' � i�� tit.: i._ �;.. ..:i �� ' I::" I:::l � ..i..:;..: " il i ' ' ''- �__ „ . �... ._ , � �� .�. � � .,. i .,. i ...) ' �.... t •' I ,.... �._._. _ .... ..,.. , .... ... : ..... , , . • _ _ � ' - ..., ,, ,., , _. .� : ; F= r�;t"::; , .'.. t: ; " . ... ..,..; ,.. .. . .., , ;_. t.� .'...� ...., ; ;. , , , _ � ; �-: :-., ._, .-. .._ ., .-. :.. �::: - � : - . - _ - .., �...:.._ �� , „�_�'�' :..... �.,._, ! . _ � _,,.:'�._' . :i::_ ..._. ... . . .. .. .. .. „ , ,_.� . � .-. „ , -�- —�� ::: - - - ,... _ . . , ...,. .... ... �, � :.;. � z .. .. : �. ,:.. .�. „ 1. � ,� �._� '� ... � ' .,_. . !::�'�. �� ` � , , i i i ..., ,. .. . , ; _ ' ; � � _ . � � .._: ,� . : ,._ ; .... . � ': -- -. ..: �...: � 1 : �_': �_:; . .. ._, :.. �..�,-.., :i :,,� . ._. . . . . �•r � •i ,-., _. i ..- _'; �_. �_ t •.�- �"`' - t :. ...,. . _ � ,, .:. � � , : ° . ; ; ; ,... .... �_� . .: w .� .,... -; : �... �. ._i �..: .: - .... � , � � — � , . . i,�: . -• ...: ,: -, : i�. ., �� - �_� .! ,� , i.j. , , „ ' .� , . . _. .. . '�t .... .... .. . .� .-. -�� . .. •: i --...... _.. _.. _........_. .__ _. _... _ . ...... ... .. . ............... .... ... ... . . ..._ _ ..._ . . _........... ...._ .. ... .__ ......... .......... .. . ._...... .. ..........._ .. .. .... .... ... _... ._.... ... .__.... ._. . . ........ ... ._.._. . ... _.. __. ._. __. .._ _... .: : .: .... .... _ _ ... ... _ . .. � � : �.... ..,.... ' � C::i .� ...;.::::: t.., .._ � ,i ; �,.,� ( y � ,r : �.:'.:�:. :�i.�{i.; ' o.? . ,� , ..' ,-'r.: .. _.�� ., .. � . . ., : •. . . . , _ - t ..:: �. .i. i j .:.�. ��..% ., ". .' � ` .. �� _ � _ � , . ' ... � ... .. _ ' . � .... ._ , ._ .�... = ' n r .-. .��.:�.-.:..�..;,. ' ' ' ' G �:_ ,_„�.... ( � c ,.._.... .. ;..,; 1 ,� _..; ;.., .._ i ._, .: - _ . :.. �... .. �... ..._ �: . +' .... . ��, i ;i��t i�i� i li�Y . � ., : � 1��; .._ � .... ,. ,....... :. .: . . �...; �.{ , „ I ..' � :� -. :� .. _ .. i ::.�. �' I i,_;:.j. ; � :, ',..!'; ' i �' . '_� .. ,'�.... �._'t.i!.� �. " .. . .... .. �•'.. - - _ .. - ... ;,. ..._ . ... ... �., . :� .;.. . .� : .�� ... .. �..: �...! . . . , ...:. �...; � i i �..., . . . . . ,� : � ' � �'� . u : �..� ., �...! . . ..' t .. .... : .::; ,: .._. _._ .._. _.........._. .... _ .. .......... ............... ..... ..._ ............... .......... ..... ..... ..... ..... ..... .......... .................... ..... ..... ..... ............... ..... ..... ..... ..... ..... ..... ..... ..... .......... .......... _... .................... ..... ..... ..... ..... .... ..... ..... ..... .......... ..... ..... ..... .......... ..... _... .......... ..... ..... ..... ..... ..... _... �..� ._, -., :._� .... - - � � � .... .. .... .... .. : , ; i � : , .._ � � .. ; ` - „ _ . .. : f , ` t ( t ' .... �� .,... ,::i. _ „ .; :. , �-: � � ;.. . , ?.. ...� ;r.::'; .. .. _ , .. _. u ..._ . . ,. .... ..... ; :c;. ... , _ ,. �, „ � ' ` , , , ;. _ _ , ..., ..: „ ...� : ,... „ .,. .. ; �_.. . . - � � ... :� , : ...: i : , ; . . r .: ..... ....: ..... ... ....� �.., : .i r.:� � . ..... ... _. . . __ .. ..... ....,- .._ : �..� �) u % f:::i t i �....�.��_� : � :� ;.... r ... �', �:::�i��": '' � ,�' � r' ._, ....; ;... ...., ,._ . ,-_ ' . . . . . .. ..... ; . . , . . �...: : � . � � :' � .... � ;..; : J - �- — .-� .-. ., . ..., .� .-. .�� . ,... ::_ � � � ...: i '� i �'; 'i .:: �, � ,:.E. �.� i ,, i ;, � .._, . ` _ . � _.. u .. __ .,. : ,: �..� �..� :. �...; „ t_t .: g. ;_ j :::: I�:, .�'`�:::i': ! i t. `�. f . � t' .. �- -- � _.. . . � .� t : � :. . ,.., ! ::.. � ' �;:.� :��. .,;_,� :... _ - i; - - A i.J .L �� .�. �.: � � � . . .a ��.. - . ' ... .� ... _ .. . _" ..._ . .... �. a . '�� v "�' �.�_� _ u ... % •�'t_.i .i... . u _ �..� ._ u v.J •..� ,--.� ,-..., .. . _ ... _ _ ' : �' � ..... ..� .i :....: � �::: � .�_ l �� ... a:_ 1 . .... A �..:� ',_) . ' �� ;..:: � ' ... ... u �. r 1 :,, :: . I::. ...'I 1 �i 1'-� :... . ..y _ � �. ._ .. .. ._ _ .. ._ . .. .� �., . ... :� . �. . I ' . :'... i i �'� ....� ...: u �... . .�... u .. . ..... �... �..1'._ .. � � .... .i. .:.1. u ..� _.i . ..., .... � . � .. . �� .� '... . � ' . � :: .� � ,.., .... ..... �... � � ,-.. `..., i 1 i:::, �... : .... :::. . �:.�. � 1..: �..,-: . ••?' :i -....../ � - .. .. .�. ..._ .�. u �...! :...' ..: u �..: '... '�� i .. i:. i' �: i � :..! �... �..' '".. � ;� �'. � u '...� �� ... .. .. � ... r ... r .._ ..... .... , + .. � � � .... .... �:.�' ... ♦ �...� .... ..... �... v �. .t_ ... .... ... . i � i 5...; .. _... _ ... .............. _..... �... ..... _... ... ... .. ....... .. ... . ... .... .. .... .... .. . .. .............. . . .. ... ..... .. .... .. . . . ... ..... . .. . . .. ..... _... ... .. . ... . . ......... ........ ..... .... ..... . ... . ... ..... ..... . .. . ..... ..... ... _..... . .... ........ .. .. .... ..... .... .. �... ..� .. .-. .��. . ' .... . .�. .��. . �.::i i , .. � � � .._ ( i ; , i I i ; � i � :`_ 'I , ... ,,. �: ! c' i:_ °r _.. .. „ ..: -_i ..., . � � ' . � .... �_. ... ., . . . „ .... ... , : ., .... , . ,� ,. ,. _ ,. ....i � I_J r ..� ... ,.:.� ,.., 1 c ., ,.., , �... ,..., _. ._ .... . .: ...: i _ ; ..,. .. �� . ,. ' i� :_? ' (. � ,. : :�' . ' ! .! �. „ .' .._ . .... .. . .... .._ .,. , , _.. 1. `:: . c: i ; ... �.. ,. , ; � , ;:.._ ..... .�. _�.. �- � •�� r- ��, r.r r.:` ..._ �.... .. >-! ,.., t , ._� , 1 !::i :' ; . % ( i °� t:; I...� _�.. � �:: . , , ..., ._ ,..: .: _ ,. �._ ,.: . _ .. : � .., . ._ 4 ; „ , . , � i ; ... _', -- .._. .......... _. _... _........ _... __. _....._ _... _... ..._ ..._ _ ... ..... ............... .... .......... ..... .......... ..._ ..... ..... .......... ..... .......... .... .._...... ..... ..... ..... ..._ ..... ..... ..... ..... _... ..... .......... .......... ..... ..... ......._. ......_. ..... ..... ...._._...... ..... __ ..... ..... .... _... ..... .... ..._ .... ........_ _. .._...... ... �:✓!� � ., ��..� ... ., _ .I. .� ' 1 ..� ... ... .,... _ j _i"j _. _.. _._ _._ �. ......._. ..._ ..... _... ._ .. ............................_ ..... ..... ..... ..... ..... .......... ..... ..... _... _........ ..... ..... _........ .._. ._............ ...., ............... ..... ..... _........ ..... ..... ..... _... ..... ..... ........_ _._ ........_ ..... ..... .._. .._ ,... ..... ..... _... ..... ..... ..... ..... .... ..... ..... ..... _... .......... _._ ..... ..... ..... WILDS MAINTENANCE BUILDING SPRINKLER SYSTEM PLAN REVIEW 1. Paint Room area is to be classified as Extra Hazard (Group 2) NFPA A-1-7.4.1 - Extra heads may be required. 2. Pressure gauge shall be installed above and below each alarm check valve - NFPA 5-1.2. 3. All pendant type sprinkler heads shall be listed for dry pipe systems - NFPA 5-2.2. 4. Air supply shall be from a source available at all times, capable of restoring normal air pressure within thirty (30) minutes - NFPA 5-2.7.1. 5. The air supply shall be maintained automatically - NFPA 5-2.7.2. Automatic devices must be listed for intended use. 6. Air filling connection shail be at least 1/2" I.D. with approval. Check valve, controi valve, small air cock relief valve, and air supply valve - NFPA 5-7.7.3 & NFPA 5-7.7.5. 7. Pressure gauges shall be connected to: A. On the water side of the dry pipe system. B. At the air pump supplying the air receiver. C. At the air receiver. D. In each independent pipe from the air supply to the dry pipe system. E. At each exhauster and accelerators - NFPA 5.2.8. 8. Supply for the Dry Pipe Valve and automatic air recharge device, information on the approved operation, maintenance, and installation of the valve, at the hydrostatic test. 9. Note the "No Parking" area on the attached site plan. 10. All materials, fittings, and devices must be approved for the intended use. 11. Provide automatic drip for Fire Department connection. Automatic drip shali be located so as to drain all of the piping from the Fire Department connection to the check valve. 12. Full testing of air maintenance system will be required. PLETI2.WRT P_04 ��_ �t � �f' 1 2422 Entsrprfs■ Drtvo ~ * Mtndala !-trf9hl�o, lrlN '�f,S' 12U � �� (�3� �8i-19'f4 FAX:eBi—g48B �arn eer � � � � �°� :�, ,k �?5 Nr�t,we ro ra_�_ * � 7� . . 8toir>C. INN SS434 " (812) 78�-1$80 �AX:783-1883 Certifrcate a� Survey fa�: Pf�l�DR LAK� U�1/�L�PMEI�IT I 1.,,• � , � �� ,��,--�, �"'� • C _ � ✓` -' `��•.�'�'SS APPDX. LOCATION 4F 3-6' M16H y�pR�4(iE 8fr�rs fSEE S�'� PLAN �E7AlL 8 LACAiVpN} c � 2� � � c...� � � � t i��;"! G; t H� / ` 9�NCr1 MARK � �TOP OF Ht18 1� EL�Y.=1057.53 � �� — �lV V. �1J � ��T�15 r� ~ � �0 ' IOS.00 ti !Q4$.1 � g r lGk57.10 i . ! / a . � � 8 / a Q �' �.Z ��.s , . - � tag2.a ",'� I '� � - io�.o . �� ..�� H�ro�� _ � r � � g 790 S F. �+ � , '� � 1 ��. !� o � � o � � �3.o a aa9.7 i.. �� '. +� �� : v � � z 1o�9.a � �� z � f ,�s � � o � �,�=a �. � ¢ a z � . . � / � fftt pRt�E _ � � � 0. � � _`_.� , �'c ,�,�;,,� '_ +C � � o �.� � p to4� r��' �sr � c � ° � . � ~ � F €�oa� � a / �� / Q �LEU= as t \ � -7PDSF. __._ ROFvS ��3 � � ros�.ssao ztorns _ �ui 4 +�f �'i \ 60' cs�rr�� 1 , ' � c �� °� A�C� v� � � !�''v3.86 �� '� ~ � s g � 1453. � �` `- 6 -- - . _- - -- ! i `��. �� I$44.7 � �\ �d �� 22 E. 1 I N89°15`42°E r S85°50'4f W � s � � � � � , �',� . . TO? CF H l,8 � �`A '�� Ei� 105,2,66 � ' l J+.� i� ��1 i i� � � ��y . L4T A REA= 4� 004 5, F BLIILDING AREA= $; 5� O S,F. �a,� �a COYERA6E• = i9.��o �. � � �. • �0 at�s stio+w �t at.warc rLw sY: P f 0 NEE R � Ito7Fs 8U4DRJC Ds�E7ls�at�1S SFW1Yf1 AAE FCN HCRSZC�ITAL .4l4 VERi]G�L (.00A110�1 C�f STfil3CRJR£5 p�LY. SEE AIF�4Y£OlU�(. PLAHS FOR HULLD?!C k10 Wl7NOJ1T7CH �5, - • NQlFl CALIIRACTaR WST ME�FY GRIYE�IAY bE5iG11. 7}IIS C£R?iF1CATE OOES NQT PUI�ORT TO 9�011f fASt�AEN7S M(3IE' HO �£C1F?C SCJtS lNYES71W1i41M ilAS &�JI COi1PLE'fID' GY 7HIS 6TtfFR THrW TFICSE Sf�O1M'1 Oq 1}� RE� PL1t. LOT BY 1}4E S13RVEYGR. 1SiE SIXTABpJ7Y Of SpLS n7 SUPPORT TtiE �� $p£C:FiC H0�lSE PRpPOSE'D IS 1i0T I►� �OMS�I.ITY Oi Tr� �JRVEl10t. - PROP � H �f_' ��,77aN x oaaoa Oanates Exi�tSng F]rwvtFon _ ( 000�ao ) Oanotas Prapcsed Eiewtion Lawuat Floor Elevation_ -- tl...,..+� R..,t.....�e i. ��sa��.. r...,__,__i . ,,., ....... ,_ ,.._.. .--- -�__._ ... ..........��..._ ., ._ ...__..... . _.�- -------------------- -------------------------- ------------------------------ � � � � I Z m � _ ---- i � :z0 � - � � � > O � - i � I, , �� y� ' I � I ar � � _ _ � I I � W � �.� � _ ---- � I i :i � � i c�n�� m � i � ; , I v, I r � 0 ! � � I I � �.1 tJ1 � � Z i < ' I � � t � ! m ! ', w � � ', a m j , "' � i i' - �: I � � �I F� I I I I I f � f w �� 1] � ' " _ _ _�, I ' I � --�S. 3 � '_ i i II I ,r � -- - �- � � � i �a = D � I {I �2 � 1 � � I � h $' - � � I ' . 'It' S ^ £ , z ; i � ' - i � I i l _ � j - i i i i � I - - I , ,' ____ '',. I � � _ _"__ . I � �� 3 � -4 �� 3 � l 5' I � m i � 7J 77 ' g� � � -� D I �rn� D � � m � � - ----- �� Z m ;i \ z �, � �� j � \ o i < \ - ,�, � � m � �\ 'i � z � � � v ,, � � � � D � � � `� o� 77 A � = cn o m u = o� r- - �, m - < �� Roger Heid -(612) 895-1052 - Created: Thursday, September 1. 1994 11:32 AM - Page 1 of 1 ------------------- -------------------------- I �, �^ #4 REBARS � ✓,' •:� I � .� s � � H � � .� � � ; � 3/4" CLEAR DFiAINAGE ROCK Q �I �" m , r� � i � � � � �� #4 VERT AT 4Ff O,C, � � �� 12" � ' � �� -�. ��..�— ' ^ � � ,`� � f,;• w . �1 ,`. ��F J: V� � � � \�� /� �\ �., m I � t N . ��• � #8 REBAR EACH FACE � i �r � � , POUR THRU BOND BEAMS �n I �iI . � �� i � � . ' �� yl � �� , .�; ,� � v �1 �'� DRAIN TILE � f_ � DRAIN TILE � � ;a i � � I � �� _�� I � ! - ° • •� � � 2 ,_�„ I SECTION USING SECTION USING 12" PLAN BLOCKS 12" OPEN END UNITS WITH POUR THRU (ANCHOR # 1271 ) BOND BEAMS FILL WALLS WITH 3000 psi COREFILL CONCRETE Concrete slab 6" thick with 6x6-W1.4xW1.4 WWF Concete in slab shall contain 5-7% entrained air. Wall footings with 2-# 4 continuous. CERTIFICATION SECTION �IIC�OD �na� �eonc::n�� MATERIALS STORAGE BIN =P �!= 94087 reFr�rt wss fxePareo b n e. a unn<, m�y dract x,c�e��„vc�n;�e�n�tiam��a�i��ys�e�eoe�g�ee� THE WILDS ��a�vw, RSH JrihE� [n5 iaw5 rt �t �cf� F MinnF50[c ENGINEERING ; .- ,Y ' _ �._ PFiIOFi LAKE, MN. __�� 3�,g�� = i� � C��,:�< _ :� ° �' " N - inN � osr.�rEns =�D —1_ � � � � � � � Roo2r � F3:�tl Reg No 77C7 = _�