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AF - 41555sua�ecr ' PER O. , City of Fridley � ��21� AT THE TOP OF THE TWINS g U I L D I N G P E R M I T � r ' � � RECEIPT NO..% � • COMMUNITY DEVELOPMENT DIV. � , �L ------, �� a�-� r � � PROTECTIVE INSPECTION SEC. 1 ` � �l /�"1 � CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BY L""� � ,'� 612-560-3450 910-F15 ? 12/77 � � JOB ADDRESS 176 Ely 5txeet N. E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED nescR. 41, 42 12 Spring Brook Park Addition SHEET 2 PROPERTYOWNER MAILADDRESS ZIP PHONE Robert Flaten 7424 West Circle, Fridley, Mn. 55432 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. President Homes 4808 North Lilac Drive, Mp1s.,Mn. 537-3622 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. B USE OF BUILDING .�.. Residential 7 CLASSOFWORK �7 NEW � ADDITION ❑ ALTERATION ❑ REPAIR DI�$iAI�iV�E��D��V�s R 8 DESCRIBE WORK Construct a 40' x 36' Dwelling and a 18' x 24' Garage AT DR�VEWAY OPEN{NGS. �� 9 CHANGE OF USE FROM HEATIf'�G„ �PL�M8ING ANDO��\7NS� STIPULATIONS Provide a hard surface driveway. Provide sod in the front and side yards. Provide a verifying survey before capping. Provide City with a copy of the truss design. Provide City with a garage header design or I-beam design. Construct a 6 foot high privacy fence on east property line in rear yard before occupying house. Also a 4 foot high fence in front yard. S�'WER LOCATION: (Approx. 9' Deep) 165' Ea.st of Manhole (Inv. 850.81) WYE ELEV: 851.64 TOP OF FOOTING: 855.14 Minim�mn WATER LOCP,TION: 11.8' Ea.st of � Sewer Service. ��1�� • DRI�TEWAY DEPRESSION COST: Alt. "A" 12' + 6" x$11.75 =$211.5� 'RIE -CItY OI' FWDI�Y DOp NOT WiAR�NiEL� f!� Y aeCU�ey o� ur�mr �v�r►t�,s �tio �r�'noNS. Before di8$i�8 ca� lo�i utii+t es n��s o�►T� is �Oa uvl�aHU►'tiG� P�(�OSls oNtx �wu TELEPNONE -�LECI'RIC -�RS c. PERSONS US1RG li SiiOWO 1/E�tPY TME pdFOMAAtt4N P�Q��R�� i Le�s SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING. WOOC� Ei"aIlle • THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. FT. CU. FT. AUTHORI2ED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION R-1 & M-1 %44 + 432 ZC �SSO .TO'td..l. OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION �- STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED. $`L�S�OrJS 1S`ZZ.S3 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PFESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE pERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- �`lO%.Se� STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. � ��/ S37S .00 PLAN CHECK FEE \z,� TOTAL FEE $26.88 $531.93 SIGN E CONTRACTORO 4CSTH0 I.DAGENT (DATEI �N PROPERLY VALI AT T IS IS YOUR PERMIT � � ,� a _ � , �,� �: �� SI ATUREOFOWNERUF NERBUILDERI IDATEI' BLDG iNSP pATE CITY OF FRIDLEY APPLICATION FOR RESIDENTIAL BUILDING PER��ITS ,..,.. �NEW, ALTERATIONS, ADDITIONS, OR REPAIRS) OWNER: /) C� ,�i Q(,� / �/r:l / E h BUILDER: //` E'• S/Q°�• /1 / l70Y�1 N Address : �%'y�'�/ Gi�, �iv��. �e Address : �1d�0 8 Id. �� ge /��, �e l`°%%�,r. /�?� � rr�`o�oey � �/� � Tel. No. : ,��,� �G �� No.: �% s��t: �lv s� �� >� r,oT: �// �°�/� sLOCx: l� ADDITION: .��_ l��o�� C t��,D��%. CORNER LOT: INSIDE LOT: � SiTBACK: 5IDEYARDS: Applicant attach to this form �wo Certif' es of Surve of� building location drawn on these Cer ' icates. ` ,� a�� W y_ �oT y�, — Q/ .�a7� y/— �vl -� DESCRIPTIO OF BUILDING sed 0 To Be Used As: � N�LGS� Front: �iC° vepth: �(� Height: � / Square �Feet: _�� yyCubic Feet: � 3 �a� '� l�`��r�g� Front: %�� Depth: �1</' Height: � � Squar�� =�F�.e�t : J-/ �,� Cubic Feet : �� 7 J� �o � �' Type of Construction: �r�. �'�,� Estimated Cost: $ �� - 'T' j D Sb . ae+ � To se Completea: �n�ev� / `97� �� ► " � J /A1t. A Alt. B Proposed Driveway Width If New Opening Is Desi�ed � $ $ (SEE REVERSE SIDE OF SHEET) �� : � 2� �o� L%l+ee�t �" � �y ,.ceth.� ��-, � m , • The undersigned hereby ma�Rl�es application for a permit for the work herein specified, agreeing to do all work in strict accordance with the City o= Fridley Ordinances and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this applicat' n are true and correct. See reverse side�ditio i formation. /i�� , . C. DATE: � "� - 7 � SIGNATURE: Stipulations : ' ,,�' �� /� . fi � ✓ ,C�"� �' Cd �f � � � � � 7� �?.�a.� ��• �7�A-g � �) �� ,� .G.,� �-°�- � ' �/9 .. ' � �'- .B� � ,� ) C'�..�� - .� ' j�,�v� � �7 `"�` lJy� ` �%Z�E�� fi�4 �.0�. �� ,��,�.,^.� . , � .� ; y : � ��.s3 S�G. 3, 5`, d� �,�,G-�9 L � �°' .3 / � �9 � �`[ ��/e%� ��e SQ �/ � � � � � G� Y r <�� P � � L '� _ �.� BUILDIfJG PER��IIT FEE �CHEDULE SECTION 2. The Inspector of Buildings shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repairs to any existing building or stn:•�u� upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to-wit: NEW CONSTRUCTION: Single Family Homes and Garages: $4.00/1,000 cubic fee�. PLAN CHECK: 25 percent of building permit fee. DRIVEWAY DEPRESSION: (Concrete Curb Sf:reets Only) Alternate A: Removal and replacement of concrete curb and gutter only; Driver„ray width plus 6 feet x$11.75 Alternate B: Removal and replacement of concrete curb and gutter and install a 3 foot wide approach with 6 inch depth; Driveway width plus 6 feet x$15.75 _ADDITIONAL INFOR�IATION For the purpose of computing fees for building permits, the cubical contents of any building or addition, is determined by multiplying the ground area covered from a. point six (6) inches below the floor line of the basement or the cellar to the average heights of the upper surface or to the average height of the roof surface of the main gable of a pitched roof. For repairs or alterations to an existing structure, the fee shall be at the rate of $3.00 per each five hundred dollars ($500.00) or f�action thereof in the cost of all proposed work. In�no~case shall the fee charged for any permit as set forth in Section 2 be less than $7.50 plus $.50 state surcharge. _; ` • � � l�: �l NOTE: Permits for construction will be issued a minimum of 24 hours-from the time ot application to allow for proper review of the proposed�wstructu,re and of the construction site. A Certificate of Survey of the•lot, showing the location of the foundation once it has been constructed will be required before proceeding with the'£raming. ', __CERTIFICATE OF OCCUPANCY ,, Application for a Certificate of Occupancy shall be made ten (10) days prior to the use or occupancy of any structure for which a building pernnit has beeri�: issued; and said structure shall not be used or occupied until a Certificate of Occupancy has been issued. - ' % 4 a �-�;'�' ° � - �� _ � ��i3�� . ��rf`� �� - ��t�� bE�� 4002 JEFFERSON ST. N.E. COLUMBIA HEfGHTS 55427 788-9769 0 k7LI:��Y CLRTIPV YtrdAY 4FCIC BURVC:Y. PLAN, OOi ►QEPORT 111A8f PiSQ�AR�D OV RAB OR UNDER MY DI�tECT SUPERVIC310R! i,RlD YqA4 1/��.9 A OQ1LV R¢C�1S9TFi9IICiD �A►dD ESUitVfZYOR UPlQER YlIE LALNfi OP TM¢ STAY4Q OR N71PfP1C�0YA. i�y >"� / 7 ' �,a'�r es„"� ?f..:.,�,�;+ Dl�� —I�O—� ( � �j � . �yy*r �,# i. � • �°_ ` 4'n i+y '�+eeG�A� i/ _ f -° �i ' SCALE 1 30 i�OR1��50 �► R�CIST�PAY'lOi�9 P�EO. 533 o=IFdOPd f�NOWl3R��Rl�' � � NO IRONS PL�CED EI .t �- 1,. �\ * .r', ' Pr+i n'` �. �f4a�� .. �� ri � `1'., �_ ` � ` , 4 . e t �'G�S � ��`��.� :��..;-�. �� ,�Q� a o a°"`�� c�' � �' � 1@ ,-�� '.� ,�Q. � �,>� . �C, '� �� *� >� �'��p �G�� o ,�',�' s�`�,. p �``' ,�� ' ..�. �� .� � 'F� �° . � � ��.� � , 9��0 �� r �I � , � e��ww� �' "� �www� � „ ., , ,,--� I ., � ,_ _. . -- _ , ,, , , __ , , �.� I �' � .�� Sfpce t �p�� t�$�' �n� �a1� �D�� '�t� �e�oP�O��.E��R� � �� `� ��,��p � �� S�o r �� /�! � � � N /`� � d� � � � Lot 41 and 42, Blockl2, Spring Bro k Park, Anoka Cou ty, Minnesota . ► �e� �� -� �`��, � � �� I �. � � �'•� ,�i% �� i/. �� '/ J�.� �,►� �� - � � � � �5/.-� �/ �� / , °��v �. � , �. � � , � ,�s � � , � 3 .Q3 ��j, � y �'��i��:°� �� -- - a .� _ �°�"� G � � �� ' S .� I � � � � � i�� I�"� � S' " �, /� �� . i� 1� �,� r, � � i�. S� ,rY / /� 7,� � , . _ - � �.�. � , s - 9 ' ~ EXTERIOR ENVELOPE AVERAGE "U" COMPUTAT70N OWN�R `� e� $� � 1�� .:i`� L .A-�P �� SITE ADDRESS _ . , � � CONTRACTOR �_� DATE PHONE Determine working square footage of each. � 1. Total e xposed wa 11 area ....Z Z�� , Qti sq. ft. x .17 = � 2. �otal roof/ceiling area ... . 1�7�.t�� sq. ft. x T05 = �o � Total exposed wall area above floor � �' ,.c�� a. Total wall window area . . . . . . . . . . . . �. %Ca� iv� b. Total door area . . . . . . . . . . . . . . SS� �� c. Total sliding glass door area ....... dm �Total fireplace wall area . . . . . . . . . �---- e. Total wall framing area (average 10°/0�. ... � G�s. �e f. Total net wall area above floor... .° ....��j-3 �� g. 1'otal rim joist area . . . . . . .•� . . . . . 2 � �- � � Total exposed foundation area = �.,e�� h. Total foundation window erea . . . . . . . . , �. �a� i. Tota? net foundation area above grade ... / p r�� Determine "U'� value of each wall segment. a. Z,% . fcr� X,nUn ,�� _ �� b. c� X nUn � l ej:� = P�, e o .-�" X nU n �� _ d . —o X ��U" a� _ � e . / i�s �i'� }( nU n , � 2. (o = � o fv� ' • f . % �� i � � X nUn a t2 � � _ �Z� g , � � �� z g nU" � ca � � =� B °� �tiP �• % Z. '�� }( nUn , `�'4 = (�+� �i i • !v! i'. Z � %t n�7n , �• 7 = � 3. . . . . o . . . . . . . . . . . . . . Total. . . � °'1�J If item �i3 is the same as, or less than item �1, you have met tk�e intent of SBC 6006 (c)2. , � . Total exposed roof/ceiling area = j I7 �� ' ° j. Total skylight arer� . . . . . . . . . . . k. Tota 1 roof /ce il ing f raming area ..... /% 7d Ca � _ 1. Total net insulated roof/ceiling .... /ey�ct3., ¢=� Determine "U" value for each roof/ceiling segment. ��--- X nU n �. _ �- i k. 11'� a � � x ��U�� , � � 7 = � i� , 76 1 v 1 v ��r �� X nUn . c?�'$ Q s�, � a 4. . . . . . . . s . o . . . . . . . . Total . . . . = G �� Tf total o€ �f4 is the same as, or less tha�n ��2, you have met the intent� of SBC 6006(c)1. � Alternate Building Envelope Design To utilize the total envelope system method, the'values established by the sum of items �1�3 and �i4 shall not be greater than the sum of items ,1�1 and �2. l0 3 � �0 9°G� + 2. �� - �� _ � ��a z-� 3 . 3 � ¢ . � � . + 4. � � � .�� _ � % 9', o t.. � 5�� )� � ; � i li � �� ; � �� Interior Air Film .68 Double Glazed Window 1.00 (single glass w/outside storm) F.�cterior Air Film • 17 R=1.� 1 = u of . 5�+ i.�5 Interior Air Film .68 Triple Glazed Window 2.09 (Dbl pane glass w/outside storm) � Exterior Air Film •�7 i R = 2.T 1 = II of .3� 2;9I— ' , j �r 1 �, ; i �f � , '� :i � Interior Air Film .68 ' • 1-3/�F" Solid Core Oak Dr. 3.07 Combination Storm 1.25 Exterior Air Film .17 I R = 5•�7 0 1 =IIof .�93 5•�7 (3- Z Interior Air Film .68 1-3/�+" Solid Core Oak Dr. 3.07 • Exterior Air Film .17 R = 3.92 a- 3 [i - 4- Q 1 = U of .255 3.92 Interior Air Film 1-3/8" Pine Door Combination Storm Exterior Air Film 1 = U of .251 3•99 � Interior Air Film 1-3/8" Pine Door Exterior Air Film � = U of .365 2.� • ��+ �.89 �.25 .17 R = 3•99 .68 1.89 .17 R = 2.7T Interior Air Film .68 1-3/�+" Irisulated Steel Dr 7.48 Exterior Air Film .17 R=� 1 = II of .120 • $.33 c � i.' � � : ; r . Interior Air Film 2" Gypsum Wallboaxd 3-5/8" soit wood 2" Sheathing Insulite Siding Exterior Air Film 1 = II of .126 7.95 , \ \�\ \ �� • C7o . �+5 �+• 38 1.22 �.05 .1 R = ?.95 t �" _ � , Interior Air Film .68 ; 2" Gypsum Wallboard .�+5 � 3-5/8" Soft Wood �+.38 ' 2" Sheathing 1.22 i ; 5/8" Redwd or Cedax Sdg ,57 ; Exterior Air Film �.1,� ; R = 7.'+7 c. s� r. 7 ,1 =IIof .131+ 7.�7 Interior Air Fi]m .68 z"Gypsum Wallboard .�F5 3-5/8 Soft Wood �+.38 25/32 Insulating Shtg 2.05 Insulite Siding 1.05 Exterior Air F`ilm .1 R = .7 1 =IIof .11� $,7$ Interior Air Film .68 Z" Gypsum Wallboard .45 3-5/8" Soft wood �+.38 25/32 Insulating shtg 2.05 5/8" Redwd ox Cedar Sdg .57 Exterior Air Film .1 R = .30 1 = II of .120 8.30 ` �'Z F-4 �- 6 � Z Interior Air Film .68 �" .Gypsum wallboard .45 �-5/8" Soft Wood �.38 " Sheathing 1.22 �" Plywood Siding ' .31 Exterior Air Film .1 R = 7.21 1_ = II of .139 7.21 Interior Air Film .68 2° Gypsum wallboara .�+5 3-5/8" Soft Wood �+.38 2" Sheathing 1.22 3/8" Cedar Siding .3�+ Exterior Air Film �.1 R=7.�2� 1 = II of .13$ 7.�2 + Interior Air F'ilm .68 2" Gypsum Wallboard .�+5 3-5/8" Soft Wood �+.38 25/32 Insulating Shtg 2,05 4" Plywood .31 Exterior Air Film .1 R = .04� 1 = U of .124 �T Interior Air Film .68 2" Gypsum wailboard .45 3-5/8" Soft Wood 4.38 25/32 Insulating Shtg 2.05 3/8�� ceaar siain� .3�+ Exterior Air FYlm .1 R - .07 1 = U of .12�+ 8.07 � � F-/ .� i � � s �' � -- i F- 7 . Interior Air Film .68 2" Gypsum Wallboard . �F5 2" R-11 Insulation 11.00 2" Sheathing 1.22 Insulite Siding 1.05 Exterior Air Film .1 R = 1 .57 � = U of .069 1�7 Interior Air Film .6$ z" Gypsum Wallboard .�+5 z" R-11 Insulation 11.00 2" Sheathing 1.22 5/8" Redwood or Cedar .57 Exterior Air Film ,� .1,� R = 14.09 1 = II of .071 1�09 Interior Air Film .68 z" Gypsum Wallboard .�FS 2" R-11 Insulation 11.00 25/32 �neulating shtg 2.05 Insulite Siding 1.05 Exterior Air Film .� .1,.� R = 15.40 1 = II of .065 1 0 Interior Air Film .68 2" Gypaum wallboaxd. . �+5 �" R-11 Insulation 11.00 25/32 �nsulatin� shtg 2.05 5/8" Redwd or Cedar Sdg .57 Exterior Air Film �� .1 R = 14.92 1 = II of .067 ��.92 -��. �� F- z F- 4 F- 6 F- $ Interior Air Film .68 2" Gypsum Wallboaxd . �+5 �" R-11 Insulation 11.00 1" Sheathi.ng 1, 22 �" Plywood Siding .31 Exterior Air Film .1 R=13.3 1 = II of .072 � 3�3 Interior Air Film .68 z" Gypsum Wallboard .�F5 �" R-11 Insulation 11.00 z" Sheathing 1.22 3/8" Cedax Siding .3�+ Exterior Air F'ilm �.�1 R = 13.�i6 1 = II of .072 13�. �� Interior Air Film .68 2" Gypsum Wallboard .45 �' R-11 Insulation 11.00 25/32 znsulating shte 2.05 4" Plywood Siding .31 Exterior Air Film .1 R = 1 . 1 = II of .068 1F� Interior Air Film .68 z i Gypsum Wallboard . �F5 �' R-11 Insulation 11.00 25/32 Insulati.ng shtg 2.05 3/8�� Cedar Sid:ing .34 Exterior Air Film .1 R � 1 . 9 1 = U of .068 1 �4. G-� i V 4 � � G'� i � ! � � � � , � �� . 'v - , i i � i (� 4 0 ._. ( I �� I., /. � Ll.' a..o ' • D�. . �,� • Interior Air Film 12" Soft Wood Insulit,e Siding r'�cterior Air Film 1 = U of .265 3�7$ Interior Air Film 12' Soft Wood 4" Plywood Exterior Air Film � - II of .329 3. o�+ .68 �.88 1.05 .1 R = 3.7 • �/�+ 1.88 .3� .1 a=3.o Interior Air Film .68 1Z" Soft Wood 1.88 5/8" Redwd or Cedar 3dg .57 Exterior Air Film .1 R = 3.30 1 =Uof .303 3.30 Interior Air Film 12" Soft Wood 3/8" Cedar Siding Exterior Air Film � = II of .326 3.07 . .68 1.88 .3�+ .1 R = 3.07 \ G-S �/�% � e - •o . �� . : o . � v • ' ' � G. Interior Air Film .68 R-11 Insulation 11.00 12 Soft Wodd 1.88 Insulite Sdg 1.05 Exterior Air Film .1 R = 1 .7 1 = II of .06$ 1 FT7$ Interior Air Film .68 R-11 Insulation 11.00 12' Soft Wood 1.88 4" Plywood .31 Exterior Air Film .1 R = 1 .0 1 =Uof .071 1 .0 Interior Air Film .6$ R-11 Insulation 11.00 12" Soft Wood 1.88 5/8" Redwd or Cedar Sdg .57 Exterior Air Film .1 R = 1 .� 1 = U of .07 1 �� .30 Interior Air Film .68 R-11 Insulation 11.00 12" 3oft Wood 1.88 3/8° Cedar Siding .3�F Exterior Air Film .1 R = 1 �F.07 1 = II of .071 14.07 . A ❑ . f • H-� Q Interior Air Film .68 Double Glazed Window 1.00 (Single glass w/outside storm) Ex'terior Air Film .�.1� R � 1. t�5 1 = II of .5� 1� Interior Air Film .68 Triple Glazed Window 2.09 (Double Pane glasa w/outside atorm) Extarior Air Film .1 R � 2.9�# 1 = II of .3�+ 1�5 . . ° ° � I 1- � � • Interior Air Film � 8" Block Exterior Air Film 1 = II of .510 1.9� ��:. ` .°'b !. o •. o �, . '.�L7� a ' � ° • �. � �-_ �itl� d . . v • I- � 2- 3 I-3 S �- 4 Interior Air Film 10" Block Exterior Air Film 1 = U o� .�90 2T 0 Interior Air 12" Block Exterior Air Film 1 = U of .47 2.�3 •� 1.11 .1 R = 1.9 .68 1.19 .1 R = 2.0 .68 1.28 .1 R = 2.13 NO?'E: 1" Styrofoam Supplied by �ustomer Interior Air .68 12" Bloek 1,28 1" Styrofoam �+070 Exterior Air Film .1 R= . 3 1 = II of .1 �F6 �3 Interior Air � 8" Poured Concrete • Exterior Air Film 1 = II of . �FOS • ' 2.�+5 .68 �.60 .1 R = 2• 5 ' . � . ' 4 • ' . . .. ' . . . .•.. • . • . . . . . .. .. � . . • .i ' . . . . . . , . . • . . � • . . � • '� { � • � � .'J • . . . . ' . � . . � . • . . . t' •. '. . , • . . ' . . . ' � . • . ' •• . . . � . . • ' ' . • . , . � , . i.: �l . . • .. . • • . . . . ' . . . . . • , . . . . . . : . . : K_,� . . . . . , . • -• . Interior Air Film .61 . � ' . .' �" Gypsum Wallboard .45 ' � ' " . . � 5�' Soft. Wood 6.88 '• � . • . Interior Air Film ' .61 . . . ' � . R a 8.55 . . �� . . •1 mUof ..117 , .. . , . . . . . 8.55 � • � � . • . .. :, � . . . � . . � � � • ' . . � .' .. . . . , ' .. . • �. ... . .• . �.1�.. . . . .. • . . � . •`� , '' ,'.. -.. . . . � ' � . . 4 . .K .. «.. . . . . . e . . . . . . . . . . ' . ' ' " . . . ' � � ' � � , ' � , ,_ . � . . � .e L+' 1 L- Z �- 3 Interior Air Film .61 2" Gypsum Wallboaxd . �+5 62" R-1g ?nsulation 19.00 Interior Air Film ,61 R = 2� 1 = II of .0�+8 20. 7 Interior Air Film .61 2" Gypsum Wallboard. , �+5 10" R-30 Insulation 30.00 Interior Air Film ,61 x=3��7 1 = II of .032 3��7 Interior Air Film • 2' Gypsum Wallboard 12" R-38 Insulation Interior Air Film 1 � II of .025 39�7 .61 . �+5 38.00 .6� R = 39.� l �� j �.,� r - -� . � . � . ..� �i. E ' . ;s, — � - - - - - ' -- ' , f� T � . t . ,(. ��.. . � - l � E k _ '� `� 9' ,t` �. `� � __ i- � x ; t k y� � ' -' �' . 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'k; i' �`i n o k- �- -- ------ -- ---.,,y,;� --- _ ----- � y+ J ��3� . , — .- � . <„ -� � _ i - .�„�.� , .... , --- � �_i.r. -- --- � � nn . � `A z� • �� \\ �x � a �'� �'..� � � ,�r 104 , �� .� � U I. i i REGULAR MEETING OF JULY 11, 1977 Page 2 Mayor Nee questioned if there would be objections to•the permit, if sanitary cond9tions were correct. Mr. Stuve indicated he probably wouldn't object to one or two rabbits, but didn't feel there should be any more. Mayor Nee stated he felt they had the right to object, if the rabbits were creating a nuisance. PUBLIC HEARING PUBLIC NEARING ON REZONING REQUEST, ZONING ORDINANCE AMENDMfNT ZOA #77-02, ROBERT TEN; R Z E FROM -1 T -1 - 17 EL S REE N: MOTION by Councilman Fitzpatrick to waive the reading of the Public Hearing notice and open the Public Hearing. Seconded by Councilman Schneider. Upon a voice vote, all voting aye, Mayor Nee declared the motion carried unanimously and the Public Hearing opened at 7:47 P.M. Mr. Sobiech stated this is a r•equest to rezone praperty from M-1 to R-1 at 176 Ely Street. He stated the property to the East, adjacent to the railroad tracks, is zoned M-1 and there presently is an industriai operation at this site. Mr. Sobiech stated the Planning Corranission recorr¢nended approval of the rezoning. He advised the majority of the residences in the area are single family. Mr. Sobiech stated one of the it�ns that was not discussed at the Planning Cortenission meeting was the screening, which the zoning ordinance provides for between R-1 and industrial property. He questioned Mr. Flaten if he would provide a screening fence. Mr. Flaten stated he would put up the screening fence. Mr. Herrick, City Attorney, felt, if Mr. Flaten wanted a screening fence, he would have to install the fence, since htr. Flaten's property was zoned industrial and he is mak�ng the request for it to be r�sidential. MOTION by Councilman Fitzpatrick to close the Public Hearing. Seconded by Councilman Hamernik. Upon a voice vote, all voting aye, Mayor Nee declared the motion carried unanimously and the Public Hearing closed at 7:55 P.M. OLD BUSINESS: RECEIVING REPORT ON HOLIOAY VILLAGE NORTH IN REGARD TO PROGRESS IN THEIR CLEAN-UP AND MAINTENANCE OPERATIONS FROM MEETING OF 5/16/77 : Mr. Sobiech stated, approximately six weeks ago, representatives of the Holiday Village North store were invited to the Council meeting to.review the operations of their store which were causing problems in the neighborhood, specifically carts being taken frum the premises and left in residential areas around the store and the problems of litter. Mr. Sobiech stated, following the Council meeting, members of the staff inet with representatives of Holiday Village. t�r. Sobiech referred the Council to the letters and memos dated July 6 and 7, 1977 regarding this subject in which certain steps were outlined to try and eliminate the problems. He noted, representatives of Holiday have changed the operation in order to try and eliminate the cart and litter problems. � He stated Holiday would just as soon not get involved •in fencing at this time, if the problem can be resolved. They will, however, provide additional landscaping i around their property to help contain the litter. Additional help has beert hired , � to monitor the outside area and Mr. Sobiech stated he felt improvements have been / � made since the Council meeting. Mr. Tauer, 5866 2nd Street, indicated the cart situation has improved and noted Holiday has some signs posted in the store. Ne stated, as far as the litter, he would have to wait and see if the landscaping will help. He stated, if he has any objections in the future, he will again come back to the Council. CONSIDERATION OF PROVIDING FINANCIAL SUPPORT TO TEEN CENTER: Councilwoman Kukowski stated, at the last Council meeting, there was a presentation from the kids who attend the Teen Center as well as the Teen Center Director. .� - � --------------- ---------------._. -____ ,�,�, / ; � ---`---- =-- -------�----------r— ------ ��3 THE MINUTES OF THE REGULAR MEETIN6 OF THE FRIDLEY CITY COUNCIL OF JULY 11, 1977 The Regular Meeting of the Fridley City Council of July 11, 1977 was called to order at 7:35 P.M. by Mayor Nee. � P�EDGE OF ALLEGIANCE: Mayor Nee led the Council and audience in the Pledge of Allegiance to the Flag. ROLL CALL: MEMBERS PRESENT: Councilwoman Kukowski, Councilman Schneider, Mayor Nee, Councilman Fitzpatrick and Councilman Hamernik MEMBERS ABSENT:, None � APPROVAL OF MINUTES: PUBLIC HEARING MEETING, JUNE 13, 1977; MOTION by Gouncilman Schneider to approve the minutes of the Public Hearing Meeting of June 13, 1977. Seconded by Councilwoman Kukowski. Upon a voice vote, all voting aye, Mayor Nee declared the motion carried unanimously. REGULAR COUNCIL MEETING OF JUNE 20, 1977: MOTION by Councilman Hamernik to approve the minutes of the Regular Meeting of June 20, 1977. Seconded by Councilman Fitzpatrick. Upon a voice vote, all voting aye, Mayor Nee declared the motion carried unanimously. � ADOPTION OF AGENCA: ° Mayor Nee requested several changes in the agenda. The first was to consider Item 7, "Consideration of Providing Financial Support to Teen Center" under "Old Business". • He also requested two letters of correspondence be added to the agenda, one from William Scott and the other from the Springbrook Nature Center Foundation; and to add "Consideration of License for Canterbury Pub". MOTION by Councilman Hamernik to adopt the agenda as amended. Seconded by Councilman Schneider. Upon a voice vote, all voting aye, Mayor Nee declared the motion carried unanimously. OPEN FORUM, VISITORS: Mrs. LeaAnn Sporre of the Environmental Quality Corrunission invited the Council to attend their meeting on July 19, 1977 at 7:30 P.M. at the City Hall. She stated � representatives from the.Minnesota Pollution Control Agency will be in attendance , at this meeting and will explain noise pollution and how it affects your health. ' There also will be a discussion regarding sound abat�nent. ; Mr. Fred Stuve, 6361 Jefferson Street, appeared before the Council to speak on behalf of himself and his neighbors regarding an application the Council will be receiving from a resident at 6351 Jefferson to permit the raising of rabbits. Mr. Stuve stated there are about 10 to 14 rabbits at the premises at 6351 Jefferson and that it has �• become a problem. He indicated it was not possible for him to sit in his backyard because of the odor problems caused by the rabbits. Mayor Nee asked if they have spoken to the resident about this and if he is aware of the nuisance. 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City of Fridley 18534 , ` AT THE TOP OF THE TWINS g U I L D I N G P E R M I T EIPT N. r r ; L_____ COMMUNITY DEVELOPMENT DIV. �/�� PROTECTIVE INSPECTION SEC. 1 = � � /'�'1 � CITY HALL FRIDLE� 55432 NUMBER REV. DATE PAGE Of APPROVED BY !'----� � ,`� 612-571-3450 910-Ft 5 7/11/86 � � JOB ADDRESS 176 Ely Street N. E. 1 LEGAL LOT NO. BLOCK TRACT Ofi ADDITION SEE ATTACHED oesca. 41, 42 12 5pring Brook Park Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS 21P PHONE Robert Flaten 176 Ely 5treet N.E. 786-6953 3 CONTRACTOR MAILADDRESS 21P PHONE LICENSENO. Same 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAII ADDRESS 21P PHONE LICENSE NO. 8 USE OF BUILDING Residential 7 CLASS OF WORK f� NEW ❑ ADDITION O ALTERATION ❑ REPAIR � MOVE ❑ REMOVE 8 DESCRIBE WORK Construct an 18' x 38' Above Ground Pool (Doughboy? 8 CHAN(iE OF USE FROM TO STIPULATIONS S,�X See letter dated suly 10, 1986 for sti.pulations. W�� TBefore�d� � � �li ��, �� '�t1�= � SEPARATE p��11�'S � . � �S r�� WIRING, �E�r R�'�il1RFp F� �J�l�� 8Y . �I�C�_ P��UMBIN� qND R ��►�f � SOGIVS. - � �'�� SEPARATE PERMITS ARE RE�UIRED FOR ELECTRICAL, PLUMBWCi, HEATING, TYPE OF CONST. OCCUPANCY GROUP �; ,P' OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTqUCT10N ZONING SO. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WOFK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. N0. DWLG. UNITS OFFSTREET PARKING 1 HEFEBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION �- STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WIIL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $2�300 $�.. ZS DOES NOT PRESUME TO GIVE AUTHORITY TO VIOIATE OR CANCEL THE pERM1T FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. $38. SO PLAN CHECK FEE TOTAL FEE $39.65 SIGNAT O�' NT ACTOR AU RIZEDAGENT �1DAT� IAIH N PROP RL V L D D THIS IS VOUR PERMIT // ,� e , i /� �� SfGNATURE OF OWNER iIF OWNER BUILDERi 1DATE� LDG �NSP ryATE NEW L ] ADDN. [ ] pLT ER . [ ] City of Fridley �R-1 AAD R-2 Building Permit Application Effective 4/1/ � Construction Address: / �� y `�T � � Legal Description: �D7 'Y/ r 'y� �l/ e�r /� Owner Name & Address : Fl D,��l1 T 9` .��•? y�A-/V E ��4 T�� Tel .��l '�e� � Contraetor: �� l � Tel. # Address• Attach to this applieation, a Certificate of Survey of the lot, With the proposed construetion drawn on it to seale. DESCRIPTIOF OF IMPROYEMENT LI9ING AREA: Length ' Width Height Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECH AREA: Length ��_ Width �� Hgt/Gro d�� Sq. F.._ OTHER: � � � Corner Lot [] Inside Lot ()C] Ft. Yd. Setback Side Yard Setbaek Type of Construction: Tmo %��e� Estimated Cost: $� � Approx. Completion Date: � �'�� -�� Alt. A Alt B Proposed Driveway Width If New Opening Is Desired: $ $ See Back Page for Explanation DATE: � �� Permit Fee Plan Check State Sureharge SAC Charge Park Fee SeWer Main Charge TOTAL STIPULATIONS• APPLICANT: �� @��.�'��i�� Tel. � �� -��,� � �� CITY IISE ONLY ��° _� Fee Schedule on Reverse Side $ � 25$ of Building Permit Fee $ �� $.50/$1,000 Valuation $ �75 g�r SAC Unit $ Fee Determined by Engineerin� � - - � A�reement Necessary [ ] Not Neeessary [ ] � �� v� �` Lu C�9-�� e✓ /-- �� c /l�� AL , %�% � �`�,q� <� � �.,g� ,�/ /li D ,� o,q;� �P�� s o ti1 �voL, �c..<�2 , S�s �� /L - /�- � �:�� l ° 4 _ BIIII.DING PERMIT F1'sE SCHEDIILE The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repair to any existiag building or strueture, upon applicatio n therefore, require the payment by the applicant for sueh permit of fees to the amount herein beloW set forth and in the manner herein provided to-wit: Total Yaluation $1.00 to �500.00 $501.00 to $2,000.00 $2,001.00 to $25,000.00 $25,001.00 to $50,000.00 $50,001.00 to $100,000.00 $100,001.00 and up Fees $10.00 (Minimum Fee is $15.00) $10.00 for the first $500 plus $1.50 for each additional $100 or fraction thereof, to and ineluding $2,000. $32•50 for the first $2,000 plus $6.00 for each additional $1,000 or fraction thereof, to and ineluding $25,000. $170.50 for the first $25,000 plus $4.50 for each additional $1,000 or fraetion thereof, to and ineluding $50,000. $283.00 for the first $50,000 plus $3.00 for each additional $1,000 or fraction thereof, to and including $100,000. $433.00 for the first $100,000 plus $2.50 for each additional $1,000 or fraction thereof. DRIYEWAY DEPRESSION ESCROW (Concrete Curb Streets Only) Alternate "A": Removal and replacement of curb and gutter only - Driveway width plus 6 feet times $13.50 Alternate "B": Removal and replacement of curb and gutter and install a 3 foot wide approach �aith 6 inch depth - Driveway width plus 6 feet times $15.75 VERIFICATION OF FOIINDATION Permits for construction Will be issued a minimum of 24 hours from the time of application to allow for proper review of the proposed structure and of the construction site. A Certificate of Survey of the lot, showing the location of the foundation onee it has been constructed will be required before proceeding with the framing. � �� 2� u� �C � �� d� ��, �� . � � �� .-,;� � �, �.` � w�A �c�� µ�R�,.. �� .� �,� _ � � � i ,� � �� ';: � y � 3} � � < < , � � � � ��' i� �� ..'� y� � � �4:� ' �; �� .� � ~ �{'�i' F I ¢ 4.;C � " ' � ` � �; � � ' �` � � r'� :,_ a :. 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".,"� - :a�s �� t.` . � �`�`;-� � . _ �' j �::�, dr •� . � i : tt: , ' ' j � w � . � � E`� • �[[�� _ —�� _a t�S, y� �'�"fi� � �.,�s ,; � �,, " ,+tr �u. ` - , r ,,��¢R',w �. �.. �Y ai �xry, `�'f ai. o Y` � .�, A�e�. �y�`�t�- . � ' . �. : d .-. � - P r 4 _ ��. 1^' � � 4 �' �' t� �y �� .n �4w {, r,. �� ; $';� " i; ��",�t��'"��; �� ; �' � �o �. � �, ,�� ;� �, <.� ��' � : �� w. . - � � . . - '�' �• - ,;; _ ,e.�� y .. r w� ��r �r y ,ASC' ... , . .. . . . . ... . . . . . ,. . .. . �r . ,.. � t. � � -'�PUMP AND M4TOR �y . ��, � ` �. "the original portable pool.. O O O� o O � OWNERS GUIDE SE UENCE 11�' FILT R MODEL 1650-00 IMPORTANT: READ ALL INSTRUCTIONS CAREFULLY BEFORE STARTING. SAVE FOR FUTURE REFERENCE. DO U G H BOY RECR EATIONAL 10959 Jersey Blvd., Rancho Cucamonga, CA 91730-0959 'YFre ori9inal portable pool" O O O� O o � OWNERS GUIDE .STANDARD THRU-WALL SKINIMER •: 3 � - MODEL 2090-03 IMPORTANT: READ ALL INSTRUCTIONS CAREFULLY BEFORE STARTING. «.�- • #�-�. % � .- SAVE FOR FUTURE REFERENCE. DOUGHBOYRECREATIONAL 10959JerseyBivd.,RanchoCucamonga,CA91730-0959 INSTALLATION CHECKLIST ❑Read all the instructions inside. Understand them betore you begin. ❑Carefully unpack the parts. Handle the parts safely. Do not lay the parts where they might be stepped on accidentally. ❑Check each pa�t against those listed on the "PARTS LIST" inside. Do you have all the parts you need? As you check each part, look at the "EXPLODED PARTS" drawing to see how it fits with the other parts. ❑Follow our instructions 100%. Take yourtime. Dothingsright. Becareful. Keep all product literature together ❑ in a safe place. You may need to refer to instructions and Parts Lists in the future. .'��°� ', U` _� U.L. Listed ' �r ,� Built in compliance with Article 680 of the National Electrical Code DOUGHBOY RECREATIONAL • 10959JERSEY BLVD• RANCHOCUCAMONGA,CA91730 �5-+z'6 Made in the Unrted Stetes o1 America DB �85�- '�-"� � CITYOF FRIDLEY � � CIVIC CENTER • 6l?1 UNIVERSITY AVE. N.E. FRIDLEY, MINNESOTA 55432 • PHOIVE (612) 571-3450 July 10, 1986 Mr. Rflbert Flaten 176 E;ly Street N. E. Frialey, rYV 55432 Fte: Slaimning Pool O�nstruction at 176 f:ly Street N.E. Dear Mr. Flaten: Tt�is letter is to make clear this dep3rtment's requirenents tor rt�e swimming pool oonstruccion at tiie above aodress. 1. As indicatecy, one (1) ski�ner appraved b� the National Sanitation Foundation will be prwiaea. 2. As inaicatea, one (1) inlet or approved design for rresh and/or repurifiea water will 1oe prwiaed. 3. 7he tilter and p�un�, snall be approved by the N. S. F. and be of suf t icient caFacity to pravide a minimum turnover of at least two (2) times in 24 hours. �is aepartrnent reoommenas a turnwer rate of 6- 8 Yw:.�:s. 4. A cieck ot at least three (3) feet wiae, n�asureci f rom th� pool waters � edge, sh�11 be prwiaed wtiich extenas oompletely around all private residential pc�ols. Above grouna private resiaential p�ols may be prwidect with cieckin5 oi e. ;:.i �:; ^;�,. size of 4 feet tri• 4 feet at pool entry points ano prwideo that suct, uecning nas tne appraval of the City. 5. Fencing or other effective means incluaing but not limitea to walls or buildings, a�coeptable to the City, shall be provideo to positively control all access to puY�lic ana private resioential swu�r��ing �ools. �encing snali n�eet tr,e tollaaing criteria: (a) The fencinc� shai� g�ewerat the entranoe of chilaren ana be without hana or ioot holc�s t,tya� �oul� e�e�.� a person to clur� over it. (b) T'c�e fenc:ing snall be at least 6 feet tai�ta aa�c� entranoes shall be equip�u with selt-closing and selt-latct►ir�g gates capable of being lockea. (c) Selt-closing and self-latct�ing devioes snall be placeci at the top of the gate or ottierwise inaccessible to snall chilarer.. (a) Tne opening between the bottom of the fence ana the grouna or otner surfaoe shall be not more than four inches. July 10, 1986 Mr. l�bert Flaten Re: 176 F1y Street N. E. 6. An autanatic ctil.orinator should be prwided with a suitaale test kit. Page 2 _ 7. All electrical and plu�nbing installations shall be inspected and approved by the City Inspection Dep�rtment. 8. All werhead electrical lines must be a minim�un of 10 feet horizontally from the pool surfaoe, and 18 feet straight line distance from the waters edge. An alternative is to bury saicl lines. 9. Ziie pool fill spout must be protected b,� a vacuun breaker or air-gapped. 10. S�i.table safety equipnent to include but not limited to a ring buoy and rope that is 1-1/2 times the paol dia�neter and shepherds crook pole must be provided ana maintained with the pool at all times. Flirthermore, these and any other requirenents must meet the provisions of the Fridley Gity Cocie, Section 115, 9wi�ning Fools. 7he building permit is approved contingent on f inal inspections and apprwal of the City. If any questions or problens arise fran this letter, glease feel free to contact me at 571-3450. Sinoerely, DARRF� G. Q�ARK Chief Building Official DGC/mh sue�ecr IT NO. City of Fridley 21113 AT THE TOP OF THE TWINS g U I L D I N G P E R M I T r � � � � COMMUNITY DEVELOPMENT DIV. //!�a �°� �i � d-/� d`� r � � PROTECTIVE INSPECTION SEC. � 1 = � � /"'1 � CITY HALL FRIDLE� 55432 NUMBEH REV. DATE PAGE Of APPROVED BY �""'� � �'� 612-571-3450 910-F15 10/11/91 � � 10B ADDRESS 176 Ely Street NE t LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACNED oescR. - 41, 42 12 3pring Brook �ark Adda:tion SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Robert & MJ Flaten 176 Ely Street NE 786-6953 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LtCENSE NO. Panelcra�'t of Minnesota 3118 Sne�ling Ave S, Mpls 55406 721-6628 4 ARCHITECT OR DESIGNER MAIL ADDRESS IIP PNONE LICENSE NO. 5 ENGINEER MAI4ADDRESS ZIP PNONE LICENSENO. 8 USEOFBUILDING Residential 7 CLASS OF WORK O NEW O ADDITION ❑ ALTERATION � REPAIR O MOVE O REMOVE 8 DESCRIBE WORK Reside Dwelling 9 CHANGEQFUSEFROM TO STIPULATIONS TYPEOFCONST. OCCUPANCY(3ROUP OCCUPANCYLOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCEO. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFV THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 STA�LS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $L��SOO $2.40 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITV TO VIOLATE OR CANCEL THE pEFMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW HEGULAT�NG CON- '72 � OO Fire SC $4. SO STRUCTION OP THE PERFORMANCE OF CONSTFUCTION. $ PLAN CHECKFEE TOTALFEE $79.20 SIGNATUREOFCONTf7ACTORORAUTMORIZEDAGENT ionTE� �_WHEN P ER LI TE THIS IS YOUR PERMIT ._ l�I (�l � SiGNATURE OF OWNER�IF OWNEA BUILDEfii IDATEI BLDG INSP �aTE � �� CITY OF FRIDLEY Eff��VE 1/1/90 �� .7 R-1 AND 1�2 �� [ ] Huildfng Pertnit Applicatiaas Qoa�stnictian 74ddress: I�gal Desc�ipti� a _ owrier N�e & Acidz�s: Oontractor: �aress: � //� � ,� � , — �„-� � : �� M :� :�, � �� , r i = � . � , - �_ �� i .- 1 Attach toUthis application, a/Certificate of S�uvey of the lat, with ti� prc�osed o�nstruction drawn aa� it tv sc,ale. .:r: �• .; . . �• •.. � � ��, �Teffi� �: Ip.ng�h Wi� ' � i%ic�t � � �q. �'t. C� ARE�i: Iel'�gt�i Width Height Sq. Ft. DE7CR AR'Fa1: Length Width Hgt/�ow�d Sq. Ft. Oli�t• � ' Corner Lot [] Inside [] Ft. Y Se ck Side Yard Setbacks 'Ij� of Cbnstruction: CS` Estimated . S�7S0�. �� Approx. �q�letion Date: _ 1 � 1 �A /t�� I�li `, . - � -�- .T� � �. , _ j. _ � � Propo�ed Driveway Width If New Open3riq,Is Desired: Ft. $ $ Width + 6' See Hack Page L1ATE: lC� '�l l-� / APPLSCANI': Z�el. � Pexmit Fee $ � State S �• b �S��$ �.. SO Drive�aay Escrow $ Park Fee $ Se�rer Main Ctk3rge $ � V� �«/J.l1i 1�A\►7 i CI�'Y A'4E �II,Y Fee Schedule on Revexse Side $.50/$1,000 Valuation $600 per SAC Unit Alt. "A" or Alt. "B" Ai�ove Fee Detezmined by �gitleeriricl Ag'reeme.nt Neoessa$y [ ] Nat Neaessary [ ] S�D _ ,� . d i'1 ,. S'�1 '' 1 ,'. # 1 ��4'� ,.. �. r�^� .. , . .. . � . . a�7 ' � 1P� ,�. ' , .� �"i „ i t , � .n . „ � �. •. . _�.. __ _ � . � ` �� 4 � �l � - . _ : , ` d j Y,, � � ��/ � wn �� i�;� TJ-Beart� 6.20 Sedal Numt»�ioos�on2� Usar. t 8H BlZOd612:02:57 PM 3 Pcs of 1 3/4" x 16" 1.9E Microllam� LVL Page1 E�IneVersion:8.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ��iember Slope: 0;12 Roof 51ope0i12 � � �� a; ,o b 16' 6° ' All dimen�ions are horizontal. Product Diac�ram is nce LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Snow (ps�: 35.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead LocaUon AppUcaUon Uniform(pl� Snow(1.15) 885.0 442.0 0 To 16' 6" Adds To SUPPORTS: Input Width 1 Stud wall 3.50" Bearing Vertical ReacUons (Ibs) Length Uve/Dead/UpIifUTotal 5.18" 7590 / 3962 / 0 / 11552 2 Stud watl 3.50" 5.18" 7590 / 3962 / 0 / 11552 Detail Comment L1: Blocking L1: Blocking �l� � �[ l g� �� /�' Other �� 1 Ply 1 3/4" x 16" 1.9E Microllam� LVL 1 Ply 1 3/4" x 16" 1.9E Microllam� LVL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking -Bearing length requirement exceeds input at support(s} 1, 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Shear (ibs) 11318 Moment (Ft-Lbs) 45745 Live Load Defl (in) Total Load Defl (in) Design Control ConVol -9276 18354 Passed (51 %) 45745 53672 Passed(85%) 0.459 0.539 Passed (U423) 0.698 0.808 Passed (U278) Location • Rt end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading � -Deflection Criteria: MINIMUM(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 9" o/c unless detailed othervvise. Proper attachment and positioning o• lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. QDDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software deVeloped by Trus Joist (TJ). TJ wanants the sizing of its products by this softwan be a�complished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design I� and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not alt products are readily available. Check with your supplier or TJ technical representa6ve for product availability. � -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: Copyright 9 2005 by Trus Joist, a weyarhaeuser Buaineas Microllam� is a registered trademark of True Joist. OPERATOR INFORMATION: Rich Trebesch SBS 19361 Tamarack Street NW Cedar, MN 55011 Phone : (763) 413-8222 rich.trebesch@stocksupply.com ( s � �� . �� ` . L T.6Beam�6.20SerialNumbe��»2�`"`� 3 Pcs of 1 3/4" x 16" 1.9E Microllam� LVL ��:, 8l16iZU0612:02:57PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version: 6.20.16 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 16' 2.00" ^ Max. Vertical Reaction Total (lbs) 11552 11552 Max. Vertical Reaction Live (lbs) 7590 7590 Required Bearing Length in 5.18(W) 5.18(W) Max. Unbraced Length (in) 69 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 3181 -3181 Max Shear at Support (lbs) 3882 -3882 Member Reaction (lbs) 3882 3882 Support Reaction (lbs) 3962 3962 Moment (Et-Lbs) 15688 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 9276 -9276 Max Shear at Support (lbs) 11318 -11318 � Member Reaction (lbs) 11318 11318 Support Reaction (lbs) 11552 11552 Moment (Ft-Lbs) 45745 Live Deflection (in) 0.459 Total Deflection (in) 0.698 PROJECT INFORMATION: Copyright 0 2005 by Trus Joist, a Weyerhaeuser Business Microllam� is a registered trademark of Trus Joist. OPERATOR INFORMATION: Rich Trebesch SBS 19361 Tamarack Street NW Cedar, MN 55011 Phone : (763j 413-8222 rich.trebesch@stocksupply. com , MULTIPLE-MEMBER CONNECTIONS FOR SIDE-LOADED BEAMS Maximum Uniform Load Applied to Either Outside�ember (PLf) Assem6ly A Assemhly B � Assembly C^, Assemhly D� ° Assembly E:�, ;,aK ��je�6lqiF�� L �i�.: L_. Z 2e �d a t! La .. �, r: �_4 ,� �k. a '`� .Z°,. r T:. � :., Connector Pattern �i L ', ' l _ l 2� 2° 2�. � , � r� �` \��; `f� � -�. �--� :� r � -� �- �: T 1�° 1�°. 3y1° .. 1�4°� 3�2° 13�° � '..3y2' '.. 1� , Numberof Connector 3,ha .. 5�/4° . : 5�/e° �� 7° . � t � , '� � ` CannectorType Rows On-Center , 2- 1 3- I 2 I 3 I 2 I d� �'�� 4� I . Spacing' P Y � p Y= :: P 1' .,:x �.. P r ;' P Y,. ,:� � . � �.P Y,r��` ,w� ..., ..., . .. -, .., u .; .�. ,. , r , . 10d (0.128° x 3°) . 2 12° ' 310 180 280 Z50 -.: Box Nailc��: . 3-: ' 12" -: 560 420 420 370 '„ ` � 24° 510 980 520 465 860 340 Through Bolts��+� `' '� 2. �'' "�9 2� 640 475 650 580 1,075 ° 425 ,; � <.�' `�'S :' � 16° �-: 765 570 780 700 1,290 510 r� SDS�/i°:z3�h�' ' 4 r��'t `�"z �� 24° "r d60 345 . 345 305 , ,.�.nrWC95(N ar*�'; � 2,".:� �-�'i'�9,2°�. . 515 430 430 .?RI► S�S �li` x 6° or WS6�n+� , � i 525 395 395 655 495 495 790 595 595 375 410 470 515 460 380 �_. 575 I I 350 I 525 305 460 _� .. 455 � 615' I: 455 �� . ..1 . I ':IY :'I I ' � .. . . I , . (1) Nailed cannection values may be doubled for 6° on-center or tripled for 4° on-center nail spacing. (2) Washers required. Bolt holes to be �s° m�imum. (3) 6° SDS or YdS screws can be used with Parallam� PSL and Microllam� WL, but are not recommended for TimberStrand� LSL (4) 24° on-canter bolted and screwed connection values may 6e doubled for 12' on-center spacing. General Notes ■ Connections are based an NDS� 2001. ■ Use specific gravity of 0.5 when designing lateral connections. ■ Values listed a�e for 100% stress level. Increase 15% for snow-loaded roof canditions or 25� for non-snow roof conditions, where code allows. ■ Bo/d Italiccells indicate Connector Pattern must be installed on both sides. Stagger fasteners on opposite side of beam by �i the required Connector Spacing. ■ Verify adequacy of beam in allowable load tables on pages 16-33. ■ 7° wide beams should be side-loaded only when loads are applied to both sides of the members (to minimize rotatian). ■ Minimum end distance for bolts and screws is 6°. ■ Beams widerthan 7° require special consideration bythe design professional. 420 � 690 � 420 . . � �. �. � ��S . ' � � . Multiple-Member Connection Example ,�� , � Frst, check the allowable load tables on pages 16-33 to verify that 3 pieces can carry the total load of 720 plf with proper live load deflection criteria. Maximum load applied ta either outside member is 420 plf. For a 3-ply 13/a° assemblg 2 rows of lOd (3°) nails at 12° on-center is gond for only 280 plf. Therefore, use 3 rows of lOd (3°) nails at 12° an-center (good far420 plf). Alternates: 2 rows of �h° bolts or SDS y° x 3�i° screws at 19.2° on-center. 38 iLevel Trus Joist� Beam, Header, and Column Specifier's Guide TJ-9000 May 2006 , �6579 �T�� COMPONEIVTS Stock Loading 7icket without (NOT AN INVOICE) DATE 08/01/06 YARD E- Eagan,MN JOB IYPE: Residential SALESMAN: Mike Gendron s e P 176 ELY ST NE o FRIDLEY, MN ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 3TRES3 INCR. INFORMATION 35.0,7.0,0.0,10.0 1.15 PROFILE QTY BASE O/A TYPE PLY SPAN SPAN ID MONO TRUSS 16-00-00 16-00-00 M� 2,76 0.00 2 X 4 2 X 4 02-00-00 8 MONO TRUSS 16-00-00 16-00-00 2.76 0.00 2 X 4 2 X 4 02-00-00 2 M1E PAGE 1 DELIVERY DATE:08/15/06 JOB #: R6579E CUSTOMER: ASSOCIATE SALE JOB: Associate Sale Bob W.T.#: 1628366 DESIGNER: JW ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) ONE SET OF T.P.I BRACING INSTRUCTIONS ONE WARNING TAG CEILING/PARTITION SEPARATION INFO ONE LAYOUT DRAWING ONE SET OF DESIGN SHEETS MISC. Maximum Truss Shipping Width = 04-05-04 Maximum Truss Shipping Length = 18-00-00 DELIVERY INSTRUCTIONS: SPECIAL INSTRUCTIONS: NO HANGERS OR LAYOUTS DELIVERED BY: ACCEPTED BY: ° . ' �6579 �T�� CO11lIPONENTS Stock Loading Ticket without (NOT AN INVOICE) DATE 08/01/06 YARD E- Eagan,MN JOB TYPE: Residential SALESMAN: Mike Gendron PAGE 1 DELIVERY DATE:08/15/06 JOB #: R6579E CUSTOMER: ASSOCIATE SALE JOB: Associate Sale Bob W.T.#: 1628366 g - DESIGNER: JW p 176 ELY ST NE o " FRIDLEY, MN ROOF TRUSSES LOADING TCLL-TCOL-BCLL-BCDL sr�ss �NCR. ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) INFORMATION 35.0,7.0,0.0,10.0 1.15 PROFILE QTY BASE O/A TYPE PITCH LUMBER OVERHANG PLY SPAN SPAN ID TOP BOT TOP BOT LEFT RIGHT MONO TRUSS 16-00-00 16-00-00 M7 2.76 0.00 2 X 4 2 X 4 02-00-00 8 MONO TRUSS 16-00-00 16-00-00 2.76 0.00 2 X 4 2 X 4 02-00-00 2 M1E ONE SET OF T.P.I BRACING INSTRUCTIONS ONE WARNING TAG CEILING/PARTITION SEPARATION INFO ONE LAYOUT DRAWING ONE SET OF DESIGN SHEETS MISC. Maximum Truss Shipping Width = 04-05-04 Maximum Truss Shipping Length = 18-00-00 DELIVERY INSTRUCTIONS: SPECIAL INSTRUCTIONS: NO HANGERS OR LAYOUTS DELIVERED BY: ACCEPTED BY: R6579 �M1 � MONO TRUSS 8 s Apr 28 2005 MiTek Industries, Inc. Tue Aug � -2-0-0 6-0-4 10-10-8 16-0-0 2��-� 6-0-4 4-10-2 5-1-10 s� _ 3x4 II 6 8-5-5 LOADING (ps� SPACING 2-0-0 TCLL 35.0 Plates Increase 1.15 (Roof Snow=35.0) Lumber Increase 1.15 TCDL 7•0 Rep Stress Incr YES BCLL �•� Code IBC2000/ANSI95 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud CSI TC 0.88 BC 0.68 WB 0.81 (Matrix) REACTIONS (Ib/size) 2=1013/0-5-8, 6=799/0-5-8 Max Horz 2=168(load case 4) Max Uplift2=-373(load case 3), 6=-263(load case 3) 7-6-11 DEFL in (loc) Udefl Ud Vert(LL) 0.12 2-7 >999 240 Vert(TL) -0.24 2-7 >777 180 Horz(TL) 0.04 6 Na Na 3x8 = PLATES GRIP MT20 197/144 Weight: 56 Ib BRACING TOP CHORD Sheathed or 3-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-9 oc bracing. FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/66, 2-3=-2230/700, 3-4=-1644/449, 45=-105/51, 5-6=-185/97 BOT CHORD 2-7=-707/2113, 6-7=-351/1125 WEBS 3-7=-626/344, 4-7=73/622, 4-6=-1200/451 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp C; partially; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp C; Partialiy Exp. 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 Ib uplift at joint 2 and 263 Ib upiift at joint 6. LOAD CASE(S) Standard a • Building Inspectio.ns 763-5�2-3604 BUILDING RESIDENTIAL APPLICATION CITY OF FRIDLEY Permit No.�_ Received By:� Date Rec'd: � � � �,�� DATE %� –� " �� L� YOUR E-MAIL ADDRESS �r ,„� r SITE ADDRESS � � � �; � �� S % , 1 r • jv . F � °—��. T)°) f►� . THIS APPLICANT IS: '�OWNER OCONTRACTOR PROPERTY OWNERJ TENANT CONTRACTOR SUBNIIT A COPY OF YOUR STATE LICENSE WITH APPLICATION ADDRESS' � / L� �. � � � � 1�1 • ,�, CITY P'� � s� /i �. � ��STAT�1�11''i .� �� PHONE: °�� ° "^ �– STATE LICENSE #. EXP DATE ADDRESS: CITY STATE ZIP, PROPERTY TYPE I❑ SINGLE FAMILY/NEVJ ❑ TWO FAMII.Y/NEW C( PERNIIT TYPE �DDTfION ��+�*. ❑ BASEMENT FINISH ❑ ROO ❑ DECK ❑ SIDING ❑ SWIIvIM TYPE OF WORK: I ❑ �w ❑ MAQ DESCRIBE WORK BEING SIZE OF IMPROVEMENT. NUMBER OF SQUARES GARAGES PROPOSED SIZE: ! � � � �= PROPOSED HEIGHT: y �'�' SIDING fPfVinyl ❑ Aluminum ❑ Other sl�� (� !� O HOUSE ONLY ❑ HOUSE & GARAGE �A'PfACHED GARAGE 1��ETACHED GARAGE ❑Soffit ❑ Trim ❑ Fascia ❑ DRAIN TILE ❑ OTI�R POOL JG �i�ro � �' vvtDT .��'..; HEIGHT � � BASEMENT REMODELING SUBMIT: l. Existmg Floor Plan 2. Proposed floor plan 3. List of stavctwal members to be used FOR NEW CONSTRUCTION INCLUDING DECKS, �DITIONS. & PORCHES SUBMIT: 1. Site P(an/Survey showing the existing structures and proposed project 2. Two sets of consiruction plans R'INDOWS 3. Energy Calculations IN EXISTII�TG OPENINGS �Yes �No LOCATION OF WINDOWS OR FOR NEW OPENINGS-DESCRIBE SIZE OF OPENING CHANGES & TYPE OF WINDOW TO BE INSTALLED NUMBER OF WIIVDOWS AL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR S G THE 1997 U.B.0 FEE SCHEDULE) TOTAL JOB VALUATION OCCUPAl�' Permit Fee Plan Review Fire Surcharge Surcharge License Surcharge SAC Charge Curb Cut Escrow Erosion Control Pazk Fee Sewer Main Charge Total Due $ $ $ $ $ O�� e � See Back Page for Fee Schedule 65% of Building Permit Fee .001 times the total job valuation .0005 x Pernut Valuation Minimum $.50 $5.00 (State Licensed Residential Contractors) $1550 per SAC Unit (Plans to MWCC for determination) ft+6ft= ftx$20=$ $450 Conservation Plan Review Fee Determined by Engineering Agreement necessary ( ) Non Necessary ( ) Make checks payable to: City of Fridley Attach THLS IS AN APPLICATION FOR A PERMTf-NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I aclmowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application for a permit and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of all work wluch requires review and a pro al f plans. � j� S IGNATURE OF APPLICANT �+ , 1i ` � L1j�INTN ' 1 ri��TE !� "° [!' ° � I � �� Page 2- Building Residential Application BUILDING PERNIIT FEE SCHEDULE , The Chief Buildi.ng Official shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repair to any existing building or shucture, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided. to-wit: TOTAL VALUE FEES $1 to $500 $23.50 (Minimum Fee is $23.50 plus surcharge) $501 to $2,000 $23,50 for 1�` $500 plus $3.05 for each additional $100 or fraction, to and includin $2,000 $2,001 to $25,000 $69.25 for 1�` $2,000 plus $14 for each additional $1,000 or fraction, to and includin $$25,000 $25,OO1 to $50,000 $391.25 for 1�` $25,000 plus $10.10 for each additional $1,000 or fraction, to and includin $50,000 $50,001 to $100,000 $643.75 for 1�` $50,000 plus $7 for each additional $1,OQ0 or fraction to and includin $100,000 $100,001 to $500,000 $993.75 for 1�` $100,000 plus $5.60 for each additional $1,000 or fraction to and includi.n $500,000 $500,001 to $1,000,000 -' ° � $3,233.75 for �_ -500,000 plus $4.75 for each addirional $1,000 or fraction to and includin $1,00O,OOU $1,000,001 and up $5,608.75 for the 1�` $1,000,000 plus $3.15 for each additional $1,000 or fraction VERIFICATION OF FOUNDATION Permits for construction will be issued a minimum of 24 hours from the ti.me of application to allow for proper review of proposed structure and of the constxuction site. A Certificate of Survey of the lot, showing the location of the existing foundation will be required before proceeding with the framing. New Houses Onlv City of Fridley Building Inspections Deparlment 6431 University Avenue NE Fridley, MN 55432 763-572-3604 Fax: 763-502-4977 .. �� Y � � �t''� 8 9 � � � �� 4�' �7 � B'"� �f � � " .� ��ri � � �. �� a1 @�'B' aD � �� .�u�a��vno-�� 400? JEFFERSQN ST. N.C. CI3lUMCl1A tA£ICiNTS 5�a921 , ` 7�38-�J7G9 � N3RCDY CCRTIFY THAT TNIO bURVEV. NLAN, Qy Rgp�ppT yyA� pRQT•ARED OM AIE OR UNOER MY D11tLCT SUPERVIdiOM AHD TFIAt 1 Iy�1 X Ot1�:Y �¢p�p�-�p�p uN� 6UIiY�VOR Ulip�E� yr►�g L/►�,yp OP TH6 pTATB Or MINIYE80TA. �� r. � ,�. ��"J` •`"��r; �� DATE �-I�'77 1 .�'W�'l.k,.�`--1..• � ��, - ,��° �� " SCALE 1"= 30� MINIyE'Sp A!'�ECyISTRATION N�. 533 `� o=1F�ON MONUMENT � � r NO IROMS P1.�CCD 1 �� `i � � ` , ., t�^1P�e � y ,°�' T s� a. `b4A � 1f,,. � ��to ; � � C� �Sa��t� _ �,�o.� � • +4� O � � r � r � I �, �-' • ,'�;- �� ; � � �_ � '-= � '- :Ij � � + �- s`�� ,,� t�,D �� a �� .� �Q �� iQ 7� � ' D ��hQ � �- S �. ! �� o� . �' ALL � N ,�. �+ � , �:�-. � , '��Y" ,o ,r �� '�. Qlockl2, Sprin� aro k�'ark, Anoka Cour;ty, P1innesota � � � s�, �. �'�� 1t,. �� - .� � C1�7 �C :3 L . Ct U B� �' �i � L��D ��9��l� V�fFB� 4002 JEFFERSQN 5T. N.[. CDIUMfiIA t1EIGHTS 5�21 � ' 788-97G�J t NCRCOY CCR71i►Y tHAT 7"HIO t9URVEY. /+LAti, pq RFppJ�T yy�a RR¢AAREO OV ME OR UNDER MY DIRECT SUPHftV1010N AND TMA7 1/y�1 A OULY Fi¢p{aTlSIi617 (,AHO! EUltYQYOR UNCt6tI THK LAWt1 pp THC OTATE Or MINIYE80TA. V' � r .��:, .. �. W DATE �-IV� 1 I / f �/'�" �./\,r�� , ��" .•'t' f '\�ti'� , I � . .._ '. SCALE 1"= 30 MINN�'S'O A RECy1STRATt�Pt Wp, 533 �� = IRON fw10NUMENT ; 'f � NO IRONS PL.�CED 1r. �� TrCe� . I � N�i�' l�� , a � �SQ �.�� ,�o.`�' � ,O �" � , r � ` � �� „. ,, ,. _� �. ____ �____�.. 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Si�„n��le S ��. �;��._..�- � o.sc ; c�. 2 , �� , �� . � � � � . � Item O.S.B. ;k roof vents te drip edge 12' hing vn Alum Sofit m fascia m nails fing felt (tar papper ;t protection starter �alt shinales 13 2 6 1 tu ,a.,� �j�Z �, ; }c � /' �1�•.sh.v�� I � �k�� u N��e L,� � ��• e �� 0��5 `� ► r i � � o �pe �1--- ; 1 �ah,rJ' 1iJ4'.BrC /iPie..' )�Ci?�1: ��'►c:i"{''� '� C-'1s .SE'.n� �C'�AS C� ;a�:^5 -�r�ii- F�^c5+ Qfc.i-c°c�;o�.. S-t��a' �-�r ��>. �� '.. � � ��, � �a �h . 1 � 3� �OrMmPQ41FYCtSfi.,ra1%I��,5, i e • ----- 0 ` C {� 1� � �h� . �� ? � �,�-{ ��.«( . ,, a � � �� _ � �r � ��a Z "x b `� 1� �.d•�- � � --- rC;�. w1 � � � � Z y � .� r ��' t��rr (�, t... . `a,.X tor� ��a4,Yry � �qMyt va`\\ l '� c�f bol{S �tlPa.''"f2�'{d� �ai'�6r�a� �''c�+a'� rnd..- /�.<f' � `�r �," i��e?a✓ I 2"xLl'� �'osfi�r. �. 1,vl�eti. �xS��{.w� �uf11 �S cc�� Zj�X�r� �1.a�.c�er w�'I ! h� c�d P� S v,p Po✓.�Pt� b� Z°� 1C c� �` � er S� i-v [rna } c 1,. � ?C S i �-: �^/ -�f ct vr. � c+� . + i � � �_ ��G',vVt 1 V�b� Z-/ ----o � Z D Buildir� � Inspections 763-572-3604 BUILDING RESIDENTIAL APPLICATION CITY OF FRIDLEY DATE /L �� % YOUR E-MAIL ADDRESS �r— SITE ADDRESS i J%jv EL }� S t N h. THIS APPLICANT IS: lF' OWNER ❑CONTRACTOR PROPERTY OWNER/ TENANT CONTRACTOR SUBMIT A COPY OF YOUR STATE LICENSE WITH APPLICATION PROPERTY TYPE PERNIIT TYPE TYPE OF WORK: ADDRESS: / 7(� � I-1% S7 N� CITY PHONE: `� l0 3 `/ �G -�� S 3 STATE LICENSE EXP DATE Permit No... Received By: D�te �"9: J U ' s 21 -rE�,�rn s'sh�3 a ADDRESS: C1TY STATE ZII' PHONE 0 ADDITION ❑ BASENN�NNT FINISH O DECK FAX RUCTION CTION 0 GARAGE/SHED ❑ ROOF � SIDING �SWARVIDVG POOL ❑ MAWTENANCFJREPAIIt I�REMODELING DESCRIBE WORK BEING SIZE OF ROOFiNG NUMBER OF SQUARES _ GARAGES PROPOSED SIZE: PROPOSID I-�IGHT: SIDIIVG ❑ Vmyl O Aluminum ❑ Other . O HOUSE ONLY ❑ HOUSE & GARAGE ❑ ATTACf�D GARAGE ❑ DETACHED GARAGE osoffc O Trim ❑ Fascia wnvnows IN EXISTING OPENINGS OYes OIJo LOCATION OF WMDOVJS OR FOR NEW OPIIVINGS-DESCRIBE SIZE OF OPENING CHANGES & ❑ WlNDOWS ❑ DRAIN TILE O OTI�R HEIGHT S� Sa. F� BASEMENT REMODELING SUBMiT: 1. Existing Fl�r Plan 2. Proposed fl�r plan 3. List of strucAual members to be used FOR NEW CONSTRUCTION MCLUDING DF�CKS, ADD1T10NS. & PORCI�S SUBMIT: 1. Site Pian/Survey showing the existing strucwres and proposed proj�t. 2. Two sefs of construction plans 3. Energy Calcu(ations ,, ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LASOR AND MATERIALS: (USING THE 1997 U.B.0 FEE SCHEDULE) TOTAL JOB VALUATION $_`7 e(%C_`�%. C�� OCCUPANCY TYPE Permit Fee Plan Review Fire Surchazge Surcharge License Surchazge SAC Chazge Curb Cut Escrow Erosion Conlrol Park Fee Sewer Main Charge Total Dne $ $ $ $ $ $ $ See Back Page for Fee Schedule 65% of Building Permit Fee .001 times the total job valuation .0005 x Permit Valuation Minimum $.50 $5.00 (State Licensed Residential Contractors) $1675 per SAC Unit (Plans to MWCC for determination) ft+6ft= ftx$21=$ $450 Conservation Plan Review Fee Determined by Engineering Agreement necessary ( ) Non Necessary ( ) Make checks oavable to: Citv of Fridlev Attach THIS IS AN APPLICATION FOR A PERMIT-NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; thai I understand this is not a permit but only an application for a permit and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of all work whic quues r d approval of plans. SIGNATURE OF APPLICANT � r •\7r� PRINT NAME �'�E� E 21– ,//�/P' I E 1� / DATE r/�t �D i Page 2- Building Residential Application BUILDING PERNIIT FEE SCHEDULE The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any a.ddition to any existing buildi.n.g or structure, or for any alteration or repair to any existi.ng building or structure, upon application therefore, require the payment by the applicant for such perrnit of fees to the amount herein below set forth and in the manner herein provided to-wit: TOTAL VALUE FEES $1 to $500 $23.50 (Minimum Fee is $23.50 plus surcharge) $501 to $2,000 $23,50 for 1�` $500 plus $3.05 for each additional $100 or fra.ction, to and including $2,000 $2,001 to $25,000 $69.25 for 1�` $2,000 plus $14 for each additional $1,000 or fraction, to and including $$25,000 $25,001 to $50,000 $39125 for 1�` $25,000 plus $10.10 for each additional$I,000 or fraction, to and including $50,000 $50,001 to $100,000 $643.75 for 1�` $50,000 plus $7 for each additional $1,000 or fraction to and including $100,000 $100,001 to $500,000 $993.75 for 1� $100,000 plus $5.60 for each additional $1,000 or fraction to and includin $500,000 $500,001 to $1,000,000 $3,233.75 for ti�e 1�` $500,000 plus $4.75 for each additional $1,000 or fraction to and including $1,000,000 $1,000,001 and up $5,608.75 for the 1�` $1,000,000 plus $3.15 for each additional $1,000 or fra.ction VERIFICATION OF FOUNDATION Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper review of proposed structure and of the construction site. A Certifica.te of Survey of the lot, showing the location of the existing foundation will be required before proceeding with the framing. New Houses Onlv City of Fridley Building Inspections Department 6431 University Avenue NE Fridley, MN 55432 763-572-3604 Fax: 763-502-4977 � I -�- 1 5��, � Uvv�� 11/�c, �c� � �1 �..��-�/►�` ' � < < �U+� ~t.V't2� ,..� S�n �.�s ��a -� -1-� � � �„ S�c. � �Q t ac� N� r� o o� O / 9 �-- rv�`N�S �� . S �� x' l—t � . 4 � W�� w��` � `� 1 �c� "^ � � �' � �' S , }-i o us� � REVIEWED FOR CODE COMPLIANCE BLDG I 1 t 1 � Z / _'� � e SwimPro� Voya�erTM Filtration Series Product Specifications To Pool � C VoyagerTM Filtration Components Filter Type: Full-Flow Cartridge Element Filter Tank: Injection-Molded PermaGlass XLr"' Filter Element: Reinforced Polyester Element Fastenings: Easy-LokTM Ring Assembly Mounting Base: Injection-Molded PermaGlass XLrM VoyagerTM Filtration Performance Data From Pool ikimmer) Model No. CC1000 CC1250 CC1500 CC1750 CC2000 Effective Filtration Area 100 FT' 125 FT' I50 FT2 175 F'I'' 200 FTZ Design Flow Rate 80 GPM 90 GPM 100 GPM 110 GPM 120 GPM Maaimum Working Pressure 30 PSI 30 PSI 30 PSI 30 PSI 30 PSI Required Clearance: Side � g°' � g» � g�� g„ � g.. Above 24" 24" 30" 30" 36" Replacement Hayward Cartridge CCX 1000RE CCX I 250RE CCX 1500RE CCX 1750RE CCX2000RE Turnover 8 Hours 38,400 GAL 43,200 GAL 48,000 GAL 52,800 GAL 57,600 GAL 12 Hours 57,600 GAL 64,800 GAL 72,000 GAL 79,200 GAL 86,400 GAL *For Microban rep(acement cartridge elements add an "M" to the suffix (i.e., CCX I OOOREM) 8939 Wide Mouth Th�u-Wall Skimmer Exploded vew 8927-Locking Top — — .� ,7-, � . i,�, ;c- . ,� � l � , , � � � Skimmer � Housing �' ''�. ;� �. . � � ;�� F «� 8905-Hose Coupler 2 Pieces Supplied 8929-Vac Adapter / & Top Plate "` ', � �� ;;� •,� � — 8948-Teflon Tape v„«. �� t , �p4y�e6eF'�us�.r„ --e�� .�raa«r.a��.;�, , � Wide Mouth ';'�;;::"- �-0 -- - _ g928-Basket —, I / Extension '' ••�..,� =- 1 � -��.,��.,.. '^.a�P.4I.4� a0I r I•• �,�;��,^�;� �1 • — 8926-Flap Weir r.,s � ti �_ _ `-�_ n __.�� 0 o e _ � i Use (4) 5/8 Inch ` `" ��: � �" 0 6 ? � � Pan Head SS Screws �� (3rd Hole from Left & Right, �'� ` � � Top & Bottom) 8946- ` �`' .�,�,.�,�., � Gasket ',�-.��7�•. � � 1 � � , . � Use (8) 8917-Gasket ' o ° ° J 1 Inch (Use Outside ' ' � , Flat Head Of Pool Wail) a •°° SS Screuvs 8917-Gasket (Use Inside ; ��1�� Of Pool Wall) � - �` ; �� ti ;(�' �, '' �� :, � . 8949-Return Fitting, "Eyeball° & Gaskets .� .� ; � � 8918-Front Plate a J / Use (18) 1 Inch Flat Head Phillips SS Screws n •- FROM :'WATSON� EVELYN McLRUGHLIN FAX N0. :9529976743 Jun. 11 2067 02:10PM P1 isPr s�R�Es Rev, c: 0 (aWNEEt'S J�1ANUAI.� fNSTAI,LA'I'I(�h', OI'h1ZA'1'1C_)N, d'� PARTS Pa�wr.r-�'lo LX'r"' / Pow�r-�lo tITM Pump Seric�, I'I�r �-I�i_ ��,�r�" 1''�,�r'rr-Flo I..X''A' .tncl Nawr•r�Fla If''M Pump Series t�rr sp4CitiCally f:ll�,irlcertd fU�� lhr dernanclin� rCyuirr.l7��nl: �.�1';i�d;��'s �f,��i��r-,�rntnlil s�t•imnting nnols. The ;tdv�anced dcsign t•e�iuc.cs m;�in�cn�nce requirr.�l�enls whilc prnvitliog Su��cr�nr ',`�'tfi,l7tlail�i`s', � 1�, G,rr��nt u.�ien�ia7t iniur•� a,nd tc+ �wid unnc:ccssa►_v sc:rvic� c<�Ils, ee�td Ihis m�nu.�l car�fiilly r�r�ci cum��it�lcly. !.: (:AEITIUN — We hi�hl�� rccommcncl s� qu�lilied pr(�It�SilOp81 111.4iuli AllO .yery1CQ tEllS �)rU(IUIt. � t.` ��'ARNING — Thia manu�r�l cont�ins irp�ortant s�fet,y inforrnution that must i�a furnishecl t�� tl�t� ci�d usc�r flf this product. FAiLUR�; TO R�;AD �,ND �'(..ILLt)W ALI. INSi'I�UCTf()NS C:(�)11I�1) ItF'51�1:1' 1?� tiI�:IZIOII�; IN,T[11tY. `(lnla• umtscqUlppu�l wldi.3'tw�ishlnck c„eJ:. ��>r l'umi+heJ wilhow �i enrJ li�r permaneot wii'Ing nrc 1,11.-I.istcd, SAVE �I�I� INSTRUC'�'I�N MAN�UAL HAYWARD PU�J.L PRO�UCT�, INC. ('oPp�{raPC Ilex�IgpRrlcr�_ U.S.A: 6l0 Divivinti Slrcet 1 I�AVward InJUSlriul I)riv4 2915 Sidw� I)fivc 2k7•+ � F.li�nbeth. NJ o7307 , I um�m,, I ii�•tl C'leinmo��a, YC�7ul7 N�ishvillp.'I'N.i7�Uq I'nm�uth. C'':1 �'il in�; C.'Illjiltiil: I;IIt'ctE?.e': 2880 Plymoulh l)�I1e l��rc Induscricl Jc In plainc dc P�iin uakv;lle.. c:►n�nrio Lbi•I SR� All�c d�. t:hcncs (111 j0 Sl Vulhfls francr FROM :WATSONS EVELYN McLRUGI-�IN FAX N0. :9529976743 Jun. 11 2007 02:11PM P2 Power-Flo LI�'M / pp�yer- IirM Pum Serie� ' . PRODUG°I' REGISTRATION (ltotain �or Your R�utds) 17ATE OF 1NSTALLA'ITON • IN[TIAL PRESSTJR� GAi1GE ItE,�,DING (Ci.EAN FYLTER) pUMP MQDEL FILTER MOD$L HORS,EPOW,�R SERIAL N[JMHER IMPfJitT,�NT SAFE�'Y INST�UCTIONS When inst�lling aad using thie el�ctric$1 ec�uipment, basic safety preca.utions should always be followed, including the followiag: Failure to follow instructions may result in injury. I�A�D AND FOLL4�V ALL INSTR�CTC'.I'IC1NS I�1T TH�S OV�VN�R' S MAN�.TAL AN�D Ul� �(�UIP�IENT. KEEP SA�'ETY LABELS IN GOOD CON�ITIUN AND RE�LACE l�' 1V�SSYNG OR DAMAGED. � WAlt1VING — To reduce risk of inju�y,, d� not perntit children to use �r climb on this pra�uct. The ��.NSUNSPY 4 Standard (ahove-grvuud and an-ground pools) advis�s that �''�.P�� such as the filtration syst�m, pumps, and heaters be positipned to prevent their being used 8s a rneans of 8ccess t� �� p�l �y yo�g �;ldren. Closel� supervise children at a!1 times. � CATJ'1`�IQN, �e Power-FIoLX'� / pow,�r F�Q r�TM pump �a�� tended for use on permaneatly installed above-�rpund svvimming pools and rnay also be used with hot tubs and spas if so marked, Do NOT use with storable poo�s, p per�an�ntly installed pooI is constructed i� or an the grour;d or in a building such t�t it c�nnot be readily dis�ssembled for storage. A'st�rable n pool is cflnstructed so that it is c�pabl� of bcing readi�y dis�ssembled for storage and reassembled to its original integrity. Though this pradu�t is desigt�ed for outdoor u�, �t is strongly advised to protsct the electrica,l componeats &om the weather, Select a well-drained area, o�� that will not flood when it rains. It �N� frc� c�rculation of air for c�ling, Do not install in a damp or non-ventil�d Iocation. Bond motor to pool at�ruucture, Use a salid copper conductor, size o�r larger, Run wire from cxtemal bonding lug to reiufprcing rod or mesh. Connect a No. 8'AWG (8.4 mm=), sotid copper bonding vYare te�� th� p�� or provided on the motor housing and to a11 metal parts of ewim�ning poo1, sp�, ,� hot tub, and to all electricml equipment, metal t in or conduit wtthin 5 ft. (1.5 m) of �nside walLLst of sr,v�n p p� � ' al bonding wire,) ��°� sP�► or hot tub. (Ir� Cansda use No, 6 AWG r � f � 4 � I : FROM :WATSDI�S EVELYN McLAUGHLIN FAX N0. :9529976743 Jun. 11 2687 02:11PM P3 Po�ver-Flo L� / Power�Flo IT''u! Paa�o Serii� -- ,.�., - „ . .. �-- Iast�Ilatian Ipstructioas (con�) Clectrf�l (coqt�) wiring (con�) In case of a ppwer outage, check GPCI for tripping, whlc6 wili prev�m normel pump oper�;an. Roset if nece�►, . NOT�; Ilyoo do aot ase cbaduit wbea wlriag motor, be snre to se�1 wire qpeuing on end of mo�o� to peeveot dirt, ba�e, ete., from enGering. . New In�llation — Stert-Up & Operation Prior to Start-Up Fill spraleer hnustng with wat�' to spctjpp pi� kveL NF.Vf�R o�rate the pump wlthant water. Weter ect� as a c�olaut aad lubricar�t far tl�e mechenical ehaft seal. � WARNING � N�VER �a pamp dry. �unaing po�p dry mxY demnBe seals, r�aaaing teaksge �ad �oodfag. FiA str�ive� hdueine wlt� water before etartiog motur. � CAi1TiON — bo NO'x' xdd chemkala� t� �aoVgp� ,yatem dire�ll�► in tiront of pamp sucbion, Adding audiluted c.hemic�is me, damage pump npd voida warranty. � CAU1'ION — Be%rs removing e�iaer aover. 1. !9'1'OP PU1V�' before pr�ia�. � . , Z• CLQ�E VALVES I116QQ�(IA A�d bti�t �Ipe#. �. REI.FABE AI.L PREBSiJRE fF�m pamp and PiPtn� �yetem. � WARI�TII�TG — Yf pn�P la bein� Pr�ure test�, be �re pces�nre hae been re�ea�pd b�fnre removing strniaer cov�r. /.� WARrTIl�TG -- Do NOT black pump suctlon. To do �o wit6 body may caa�e � �tAl io,jqry. �mal1 chlldren aeldf� p�ol MUST always have cto�t+ sdul! eupen+ision. PrimLrg Pump ' Open all vaive� befm�e Hta�ng syst�m, . '��' �� d p�P�B sY� See Nter owner'� manaal, R�� s0� � b�� P�A, �P �11 prime its�lf when suction end outiet vatvea are opened. If wsbcr souu+ce is lowet � the Is�nP. uesqaw and �move �er cover; fll) strainer and pump wid� w�ler, ■ Clt�n ead iu6�CSte �raiaer cov�r �ri�g wtth "Jack's 327" �ch t�a it is r�moved. ■ Cl�t end iqspect O-ring; %iASta11 an atrain� cover. • �tepleoe stta�oi Cover ae streiner liousiog; pub clqckwiae to tigbtea cover. � NOTE; Ti�tan sq�e� cover by haad only (no wretic6�) y. turn. [Pump shoald prlmc. Priptipg time will d�nd on vertical (angth of suction lift and horizontal length of suction piPe- P�P dae NQT prlme with� tett ruiaut�s, atsp motor aad determine cau�e. Be sure aU sucNoa and dieeharge vaive$ aro apea when purap � runoing. S� T�bles�coti�g Guide. � ,. FROM ':WATSONS EVELYN McLAUGHLIN FAX N0. :9529976743 Jun. 11 2007 92:11PM P4 Power-Flo LX�'� / Powe�Flo II'�� Pp 8eries NOZ'E; Ths National ElectricaJ Code (NEC) permits us� of a cord �with a rr�aximum 3 ft, (1 m) leng�th. If your pu�mp is equippeti with a cord aomplyi�ng with the NEC, the following three (3) items �pply. �y�q�� VVARNINC'x — R�Sk of ElectriC ShoCk, Canne�ct only to a grounding type nece�t�cle proteccted by � 4round Fault Circuit Interrqpter (GFCn. Contact a 9ttalified electaician if you cannot verify that the recept�cle is prote�ted by a GFCI. � WAl�NING — To reduce the risk of eleciric shock replace dam�ged cord immediat�ly. Do NOT bury cord. Locate cord to minimizs abusc &om lawn mowers, hedge �tr�mmers and oth►er equipmept. � W�iRNING — To t�tiuc� th� risk o�electric shock, do NOT use a�a extension cord to canncccct unit to electric sup�ly. , Provide a properly 1oc,a,t,�d outl�t, Qt�� p�o�,�l �ST do all electrical wiring, � CAi1TICyN � All suction and discharg� valves MUS�' be QPEN when st�rtin8 the fdi�r system. Fa�ilure to da so could result in scvere personal injury � and/or property damage, ,411 �ns and suctioti covers MUST hav� properly iastalled covers secur�ly attache� with the sorews suppli�d with the oovcrs. If acrews are lost, order replacc�nent parts from your supplier. � DANGER- Suction Entr�pwent Haz�rd. Never usc the pool or spa if a drain cover is damagcd, crack,ed„ r�issing, or not secercely attach�d, Suction in drains and suction outlets can c$use drpwning, disembowelm�nt, hair or body enttapment, �evere injury, a�nd death• Disetnbowelnlcnt, e�tcapment, or drowning is possible when b�dy parts or h�ir come in contact with damaged, broken, �rack�d, mi�$�g, or unse�ured drain cov�crs and suction outlets. Suction &om pumps vvith only ooe � Q� ��p o�� can cause disembow�lment, cntr$pmen� or drowning, ,pump,$ for poals aud sp�s rcyuire two (2) funcdd�iag suction autlets at teast tluee (3) feet ,ap�rt, on two (2) walls or c�n the flodr and une (1) wall �f tho pool or spa, Install�tion ofpump and suction outlets must bc in complian�� with all applicable local building CO��' R�p�e �� brOk�n,�cracked, missing, or unse�ured drain cavers and suction o�tlets � immcdiately. � V�'ARNING - H�ardous P�essure. Pum s, p �ilt�cs, and other equipmenVcompone�ts c�f a swimming Pool filtration system opecate under pr�ssure. Incorr�crly instaUed and/or improPerlY tested ffitration equipm�ent and/or components may fail resulting in injury andlor prqperty d�mag�, p qu�� popl professional MUST conduct all pre�sssitt�e tests. This praduct is intended for sbov��grouud/on-grouad swim�nitig pool applic�tion� only. Do NOT connect to a�igh.pr�ssure syste� �b � a��cipa! vvater main, To prer+ent explosion ca.used bY ��1��pped air ini the f�tration systera use provided air reli�f valve to ble�d air from thc system. Conf'um that,�i,�, filt�on system cp�pon�nt clamps, bolts, and Covers have b�en �ghtened to thc manuf�cturer's recammendations. m w�Rp�IN� _ Neve�` operate or test the 51�ation system at more than 3p PSI. S.AV� �SE INS�'RUCTIONS FROM :WRTSONS EVELYN McLAUGI-�IN FAX N0. :9529976743 Jun. 11 2007 02:12PM P5 Pawer-Flo I.X�'M / Power-Fl� Il'�'"� Pumu _S�es ,_,,, ,,. ,___ ,,.� . . Installation Instru�tions Pamp Location P�ER,� The Power-F1u LXT"� pump 11�UST be InsteUed belaw ahe pool water line (see Figure to right). Self-prtming Power-Flo 1{T� pumps mey be installed up to � faur (4) feet above the pool water line. v001 u7�i�Oh Instell pump on a firm, [eveE base or pad to meet all local � and natioael God�, Tha fleid supplied b�se or pad must � be favsl end vlbratioe-free. � �� p �� N� t�e circulation af air for coolmg. �� Dq NOT ins�ll pump in a damp or non�vtmtilxted •�•.��.w location. p0f�°"'°'°"" bY Yomw clYlmw�. Fr�,� �oon�oN — �.ow wnr� un+� _ ,.......:._...��,�,I� _ � .:�.� '�`��",--� � � � „„, i � E��wnr.n � IsaoN �� /�� I � von� PEfU1M� �. � � I � I � ��- � °�'- -- - - . I m �. pael Thpu�lt the pump is d�ignad for outdoor use, it is strangly advised to protect the electrlcal componettt� from the weathar. $elect a weU-dreined area� one that will not flood when it rains. Pwqp Mountiqg Rasten pump ro base or pad with screws or bplts bo further reduCe vibratioa and su�ss on pipe or hose joints. The base MUST 1� solid - levsl - rigid - vfbretioe free, Pnmp monnt mast: • Ailow pump iqlet height to be �s clo9e to water level es possible, � Allow use of short, d'vect soction pipe (e� reduce friction losses). � Allow for ball valves in suction and outlet piping, ' BB Protected from exees� moi�tttre and flooding. � Allow adequate access for servicing pump and plping. Plambing Use Tefloe tape to �! dv�aded conoecdptts on molded plastic cflmpnnents. AIl plastic tittings must be new or thorougqly �Iesned bofore use. NQT�; Do N4T use Pinmber'� Pipe Dope as it mny cevse cracking of t6e plastic camponenb. �� aPP�Y1°g T��o �Pe � p�� eads. wrap the entira th�aded portion ofthe mate �itbng with one to cwo I�yeie of tape. Wind tbe tape cloakwise as you fa�e the open end of the fitdng, beginning et the end of th� �itting. Tti@ P�P �� d Qutlet poris hsve molded-in thread stops, Do NO'Y' attempt to farce hose oonnector fitting past this stop. !t is oniy neceaqaey to tigh�n fmings Bqougb to prevent Icaka�e. Tighten iitting by 1,and and then use a tool iO �B�Se �8 ��QOa� ! h turns. Use care when using Teflon tape as fi�iction is reduced cpnsiderably; do NOT over-ti�tten finting or you may cause d�nage. 1f leaks oc¢ur, remove corl�ector, ole�n off old Tefion tape, re- wrap with o�e to two additional layers of Teflon tape, and re-install Connector. Pipin� - k7exible Hose, PVC, or RelpForced Ho�e are all acceptab[e p[ping methods For pump outlet use I-ti2" PVC pipe or reinfqreed hase. For pump suctipn on ALL models, use 1-1/2" reinforced hose� Increase size if a long run is needed. Far pipe larger than port, use reduCing fitting in stramer port. �I'o avoid pump strain, suppere suet;on and outtet indepoadently, Place supports near pump. Tp avoid strain IeR by � �P �� °nneccion, start all plping at pump and nen pipe AWAY from pump. IV�VER use suctivn pipe SMA,LLER then pump sucNan Connections. Suction pfpe inlet must be lower than pump inlet port. FROM :WATS�hiS EVELYN McLAUGI-�.IN FAX N0. :9529976743 Jun. 11 2007 02:12PM P6 Power��'lo Y.X'�'M / Powe�Flo IT� Pumn Scrie9 Installat%n Ynstractions (con�) Fitt� Fitt�ga re�erict tlow. For bett� efficiency� ues the fewest possible fittir�ga Avoid fittinp tbat could cause an alr trap. Pool end spe �tings M[)3T conform to the internatiansl A�iation of 1'lumbing and M�hanical Ofiicials (IAPMO) 8fA11�$. Ue� a noa-eetrapping suction tit� m pool or donble suctioa (akiapmar aad main drein). Electrlcel ' �41NRNINO /,.i� WA�iNING — Grouad motor before �onnect�ng to electrical power supply. Fallare to•groand pnm� motar can c�a�e aerioos or lat�l electrlcal shoak bazarrl. � R►ARNIIVG � Do NOT ground t4 a ga� 8opply Ilne. � WARNING — To �void dqu�orau� or• fatgl�electni�al �6ock, tnrn OI�'F power to utotor bofare wbrlcing on electrtcal connecdaae. �;WARNING — Givand Fpult Circait Interrapter ((�FCI) triPPing indic,ates electrta�l problem. I( GFCI trips pnd won't r�et, consult electricisn ta in�pe.ct and repsir electricel syatem. � . ��VARNII�iG — I�re gazard. 11�tch sapply v�►lta�e t4 motar nam�plate volt�ge. Ies�u+e thst the elactrical supply available ag�ep$ with the motar'� voltagb, phase. ead cycla and k�d bhe wi� siae is edeguate for tlte H.P. (KW? �btg a�td distance from the power sow�e. NQT�; Ap electrtcal wirlt� INUST be perform� by e qaalifl� prof�sionel, and MU9T con%rm to locel �da �nd re�a�ldona. . Volt� . , Voltage at motor 1V�US'�' IYpT be m�e �en lO�Ne above or below mator aama plata.� valtage, or motor may ovetheat, causln� ovetload trippmg and reduc�d component life. if vol� is less t1�n �10% or mor� than I 10°yo of rated volt+�ge when motor is running at full load, con�ult power company. 4�raaodin�/Bondina Ynstell, grownd. bond, �d wlre motiar a�ading to lacal or natioAal elecd3cal eode reqairement�. �eeenely p�aund motor. Uae green ground termina! provided under motor t�nopy or accesa placa; use stm and type wiro required by cmde. Conned motor ground termmal to electricel s�rviee �oimd. Hond motor to pool etntotuno. Usa a solid copper conductor, size or iarger. •Run wire fmm external bonding lug to reinforclag rod er mesh. Co� a Na. s Awa (8.a mm� so�id copper boading wir.e c� me pra�sw+e wire ca�ector providcd on the m�nr housb�� aad to all motal parts of swimminB pool. s�. or hot tqb. end to aU el�trtt;al e�!ipnt� matal piping or c:onttuit within S ft. {1,S m) of fnside walls ofs�r►ming P�4 �pa+ or hot tub. , . ' Wirio� . Paatp MUST be pennanantly conned�d to alr�euit If mher lig�ts ar appliaaCes are a{so on the same circuh, be sure to add their �mp losds befa�r fig�ring wire and circuit broaker sius. (NOTE: lf u�ure how to do t�is ar if this is cenfi�sm�, c�nsult a licensod electricisn). UsB the l�d ci�uit breakr,r ns the Master 4n-Off •• switc�. Iostall e droand Feult Ci�ait tatieerupter (aFCn ia olneuit; it wilt sease a shart c�cuit to graund and disconnect powa' before it b�omes dan�eraas to poal users. �or aiu of aFCI t+equired �d test pracedures for GFGI. sea manufactarer's ins�adia�s. ' FROM :WATSONS EUELYN McLAUGHLIN Pawer-�Io L,X'+'M / po�.er-Flo II*"� P Stor�ge/�yiqterizatiou FAX N0. :9529976743 Jun. 11 2007 02:13PM P7 � WARNING, Espiosi+�n H�rd Purging t�,e sy�tem with compre�aed �uir ca� cen� componeni� to 8=plpde, with rp8k of s�rere inJqr�• or desth to an one aearb . U�e o preseure (below 5 PSn, hig,b volume blowe� whea �ir u � y � a low �#� CAUTION— Allowi tbe tim � p�ng the pna�p, glter, o� pipierg. � P P �e will void the wartanty. � CAUTIQN -- Do NO�' use anH-fr�eeze solndons (except propyleae �lycoq in your pooUspa sYs�em. Propylene giycol ;� no4_to�tc and �1 aot damage pl�tic eystem componenq� Qther anti� free�ee ,are high�y togic and may damage plast�lc component� in the svatem. Dr�in all water from pump �nd piping when expecting freezing temperatures pr whBn stortng pump for a long time (see instrucNons below). Gr�vitydraiu system as f� as possible, Keep motor dry and cuvered d�g ��g� To avoid condans�tioNcorrosion problems, dv NOT cover or wrap pum� with pla�tio film or bags. 5toring Pnt�p FOr WiqterixaNO�t � WARNING — To wvoid dangeroaa or fatal electrFeal ahock bazer�i, tntro pl�' p�wer to motoc before drnlnl � �,YIfARNINa ag pnmp. !: Dr�in water level below all unlets to the pool. 2. Remove drain plug irpm bottom of �painer bady. 3. Disconneot p�unp $om bp�e. 4. Oace the pump is nemoved of water, re-inst�l) the strainer lid and shau�er plug. S. Store PumP i� � dry enclosure. .. • Sta�t-Up For Wioterizcd �',quipment l. Follow filter manuf�r�s instructions for reactivation of the �ilter. 2• lespect aJl �lecaical wiring for damage or daterioratlo» ovar the shutdown period. Have a qualified serviceman repair/replace wiriag as needed. 3. 9ecurely moimt pump to b�tse. 4. I�s�att all iatelce and output tittfngs and piping. 5. Retill pool W proper water level. 6. A�ime pump accord'mg to instnuctiona S6aft Se�i Chauge In�tructions IIVIPORTANT SAFETY iNS'I'RUCTIpNS PI.�ASE R�AD AND FOLI,UW ALL INSTRUCTIONS When servicing ele�tric�) equipmeny bagic �afety precepqans should alweys be observed including t6e fo[lowmg. Failure to follow instructions may fesult in injury, A. � WARNING -- To redn • • �0 r�eak o[ ia�nry, do not perenit cb�ldren to uae thia prndbct. �. Dieconnext a11 elBCtricel powar service tfl pump before be iwt shaft seal u e C. Otili' 9ual�ed l�onnel should attem t ro �� *eplacement D�ler or serviCe center if ou have p��al replacement, Contact your loca) aut6oriz�d Hayward Y eay qu�stioas. D. 'I�e National Ete�tricel Code taqu�s e�,� a�� 3) fpot maximum twist.lock cord set with a GFC� P�� ceptacle or hard w�trz (conduic) cunne�on fvr swimmin$ poo) PumP it�s�lation. Do not use • extension cords, SAVE THESE YNSTili1CTIpNS FROM :WATSONS EVELYN McLRUGI-�IN FAX N0. :9529976743 Jun. 11 2007 02:13PM P8 Power-Flo LXti'M / Power-Flo IT'''" Pum 9erieg Sh�ft Seal Chenge Instructian� (cont.) Exercise extreme aara in handling both the rotating and rha stetionary sactians of the twe-port raplecament seal. Foreign maner or improper hendlio$ will oasily scratch the graphlte attd cer�mic sc�ling surfaces, 1. Shut off w�tter flnw to pump by closWg appropriate valves or by plugging both the skimmer outlet port and recum port to pool. Disaonnect piping or hoso� from the motor/pump a}ssembly. 2. Remove the streiner by disengegir►g, and removing the strainer covBr. Remave the bastcet. Lift up on strainer `C' clip and remove. Finally� slide atr�iner hpusieg forwerd and remavo. 3. Unscrew eight (8} screws and remove pump cover. exposing the impeller. 4. Remove the canopy or the shaft cover plate from the end of motor oppvsite the impeller. S. Hold the mowr shaft seourely by either inserting a screwdriver in slot at end of shaR or by u�ing en opon-end wrcnch to engage the flat surfaces pmvidad near end of motor shati. Rotate the impeller ina e counterelockwigo direction and remove it from the motor shaft. � b. Note how the steel spting section of the old seal is positioned on impeller hub and remove it by pulling fram tF►e lmpeller. ' 7. Loosan four (4) momr through bolts from the back of motor and ramove pump housing/shroud frvm the front of the motqt. S. Remove the ceremic station�ry pvrtioa of the pld seal by pressing the white cerampc seat out of the pump housing reces9. If es�embly ia tight, tap lighdY (�om the "motor" side. 9• Cle�n and lubricste tho impeller stem and t�e pump hausing r�ess with a dilute solutian of nan-granulated liquid-rype soep. Do not uso patroleum or eificone lubricants as thesa can conaibute to sealleatcege, - 10• P�ess the new ronadng pprtion of the seal assembly onto the impeller stem with the po[iahed black graphite surface facing away from the impetlar. ��Y P� �e s��'yy cerarnic portion of tha seal into the rec�ss ofthe pump housin,gJshroud with the polishQd ilet aurface f�cing out. � i2. Carefully ia�rt tqe motor shaft tbmugh the pump housin�shroud and align with white ceramic stetionary seal assembly in place and s�urc the motor to pumg bouaing/shroud with four (4) motor through bolt� removed in step #7. • Be su� motor base and pump di�cherge port ane positioned proporly. qlternately tlghten the motor through boks und I . the pump housing is seaure. Make certain motar shaft turns 6reely before prac.eeding. 13. ScrBw the impeiler (clockwise) with the ratsting portiqn of seal m p1ecE onto the motor sheft. Hsnd-tighten the • impeller � placE. 14. Clean (rwpiace if neeess�ry) the 4ring and replace on pamp eover. Assemble the pump eover to the pump huu�inp� � sluoud with t6a eight (8) screws removod in atep #3. 'Cightee scte�vs altemately and evenlY•• ; 1 S• lta-aaae»lbie stremer by alidin� strainer housing onto pump cover. Instal) strainer `C' clip by pushing c�tp duwn onto ' grooved pwnp covar poupling. Insert besk� snd festCn stteinar caver. . 16. Recennect pump to the piping or hoses pravided. Opea all va�ives and make sures th�t the pump etrainer hou,aing is futl � of wa�er befor� rost�ing the pump. • t�� Trouble�hootipg i Motor Wi11 NOT gt�rt �- Check For: l• Improper or loose wiring c�nneetions; open switches or relays; tripped circuit breakers, GFCI's, or blown fuses, 2. Manually aheck rot�ion of motor s6a$ for free movement and lack of obstruction. (9ee ateps 4& 5 of "Shaft Seal Change Instructions" in this menuat.) .�. If you hava s timer, be ceroain it is working prpperly, Bypass it if ne,cnpssary. Motor Shuts OFF — Check For; l. Undersiz�l Wiring; loasa connCCtions; etc. 2. Low voltago et moMr or power drup (freqttetttly caused by undersi�ed wiring or ext�nnaio» cord uso). 3. Mechaditxl binding and electrical ov�cload, NO�E: Your Hsyward pncnp motor is cquipped with an "�utomatic rherma( overload protector." The motor will "automatically shut off if power supply drops before heat damage can build up causing windings to burn out. 77re "thermel overlo;ati ptotec�to�" will atlpw the moWr ta auWm�dcally �estart once the motor has cooled, provideii t�e I�� s agait� up to proper 4vels� It w111 coptinue to cut On/Off undt the problem is corr�, He sure to cort�ct csase of overbeatir�. FR�M :WATSOI�S EVELYN McLRUGI�IN FAX N0. :9529976743 Jun. 11 2007 02:13PM P9 Power-Flo LXTM / Pow r�Flo IiTM Pum Series Troubleshootiug (cont.) Motor Hums, But Uoes NOT Start — Check For: 1. Centrlfugal ewitch stuck in OPEN position. 2• 6lnding of mator sh�R, r�,mp wo,�•t P�� M�&e sure pump/strainer housing is filted with water and the cover O-ring ls clean, also be sur�e it is properiy seeted iti the cnver d-ring groove. Make sure strainer covec is locked firmly in posidon and tubricated with "JBC�C'S 3�.%." . Ma1ce sure all �uction and di�charge valves are fully open and not plocked, that pool water level is at proper'level, and that BkQOmer weit' is not hung up or b'nfdui on skimmer wa1L B�ock ot�'to dotermine if pump witl deve[op a vecuum. You should have S"-6" of v$cpum at the str�iner cover (Only yoar pool de�ler eae conrirm thls witb a vacunm �auge). You may be able to check by removing tho skimmer basket and holdin� your i�apd over tbe bottom port with skimmor fuq and pump running. If no suction is fett, cheak for line bloekage. a. If pump develops a vqwum, check for blocked suction line or dirty strait�er besket, �n a'v lak in the suction piping may be tha oauso. b. If pump do� not develop a wdouwlt �nd pump has sutFiaienc "priming water"; i. Re-check shainer hausing cover and el! threed� conn�cdons for suction leaks. Gheck if ail hose alamps are hght. ii. Check voitage w m�sure �at the motor is mtQting at full RPM'e. iii. Upon housing eover and oheok for clogging or obstructioA in sUCtion. Check bnpellar for debri�. iv. Remove and �place ahaft seal anly if it is le,alcing. Low Flow — f�eneraily, C1�eck For: I. Clag�ed or res�ieted strainer or suctian IiaE; undereized pao! ptping. 2. Plugged or resa�cted diseharge line of filter, valve pa�tially cloeed (hiP� S�Ba r�din�. " How to con+x� Ssnd filte� � 6acicw,�sh a� pe�. manufacturcr's instruct;ons: D.�. filtets — backw� as per manufacew'er's instructions; Cetp'idga filters — cican or replac� card�id�e. 3. AQ leak in suctipn (bubbles issuing ftpm retum fittmgs). Re-tighten using Tetfon tape, 4• PRugged ot rostricted impeller or impeller shear�d p�; Replace including eew seal assembly, Noiey Puimp � Che�k �'or: 1. Air teak in suctioa piping ceusing rumbling i� pump. Z• Cavita�lon duo to nestrfatad or undersized suction line or le�aak�at any joint, low weter level in pool, and unresoricted diseherge return lines. Correct suetiaa condition or thrott[e return lines,lf practic�l. Holding hend over repun 6tpng will sometimes prove this ppint ar putting in a smallet eyeball fitting. 3. Vibration dae to impraper mountieg, etc. put a rubber pad uader metal mounting feet. 4• Foc�eign mstter in pump 6ousing, Loose stonesldebris hitdng impeller couid be cattae, remove any of the abova. 5. Motor beatingg noisy 8�om normsl we�, r�st, overheati�g, or cnncentration of �emicels csusing a�l damage w6ioh wilt allow chlorinated water to seap into bearings wiping out the grease c�using besri�tg to whine. All seal leake ahould be replaeod at once. 6. Fquipment bese vibrating. Mrilntepance • Clean sp�ainer beaket regulerly. Do NOT strike b�sket to c{ean. Inspect strainer cover gasket r�gularly end , jeplaoe aa necessaey. : HaYwez'd pumps have self-lubricstfug motor beecings and sheft seals, No lubrication is aec�ssory. Keep motor elean. tnsttrp air vents are free from obstruction. ' Ocoasionally, shaR sea�s must be neplaced, due W wear or damage. See "Sh�ft Seal Chenge Instruct,ions" ie this manual. C ' FR�M :WATSONS EUELYN McLAUGHLIN FAX ND. :9529976743 Jun. 11 2007 02:14PM P10 Power-Flo LXTM / Pawer-Flo II''"' Pum,� Ser�cR_ ____ Rcpl��ement Parta Psrts Di�gr�m � � ,, `1--_._.: �' � � Part9 Listin� �� (SpYt{{BpN1pj ON.OPP OR Y.SP86D � 5YI1T01 s FROM :WpTSbNS EVELYN McLAUGI-�IN FAX N0. :9529976743 Jun. 11 2007 02:14PM P11 Power-�'lo LX'''°' / Po�v -Flo IP''" Pum Series HAYWARDm L�MITED WARRANTY Thia pump was inspected before shipment �om pur plant Ta originai purchu�rs of this pump, HsywwwArrd pool Produc�� Inc., 620 bivision Street, Elizabeth, Now Jes�ssey, warr�nts;cs pr�ducts frce ftom dafcas in matorlals and workmanship for a pericd of QNE (1) year t}oro the date of purchase. Parts which fail or bwome defectivc during tlfo watrer�ty period, exce�►t as e result of freozing, negligcncc� improper i�stallatior�, u�e, or c�re, shall be mpaired or replaoed, at aur option. without char�gc, witbin 90 days pf tho rccet�t of defectivc produot barring unfore�een deteys. . To obtein wt�rranry, replaacmcnte� ar rcpair, defectivc cpmponrnts or parls shoutd be r�tumod� trunsportation p�id to the place cf purchaso. or to th� nearest aut6oriz�d Hayward sorvicc center. For further Hayward d�ler or service ccnter infarmation� contact Hayward customa� servica depa�tmen� No �turns mey be made d'necdy to We fec[ary withaut the oxpress wrlttsn authpriat;on of Heyward Pool Products, inc. Tp nripinu[ put'Chas�ra of this PumF. }isyward P�I Producls. Inc. war�ts ita pump housing/str�iner to be tl�ee from defe,�tq in m��8 � µ,pr��p for a perfod of ON� (1) year from the datc of pu�c. I'ump housin8/shainaes which ba�oma defacdve during ihe werranry period. pccept as � result of �g, °��8��. imProp� jnstt►1�+�tion, u� or cere, or as the result of a use in e�ociatian with sn a�uomadc valving SYst�n. s11a11 bo repaired. et aur option, without cherge. AI I other oondidons and tanns pf tha stendard wa�raery apply. Haywerd sha11 not bc �esponsible for s�tege, removal ond/or rcinstellatian tebor ar any other suc6 cost� inoun�d in obt�ining warcer�ry replpcements. , 7'he Hayward pool Produot9 werr�rtty docs not apply to c�mponents mpnufactured by othcrs. ror such produc[s, tme warra�ty esr�blished by �he r�apccdve msnufaaurer will apply, Some s[e� do not a11ow e limip�ticn on how long an implied warranty lasts, or the exctuaton or ltmhectan of tncidental or aolis+Cquentlel demag�s, sp ttic ebo�e 1;rqitation or exclusion may not apply to you. This w�rranty giyes you speoific legpi righLv, and you may also have othCr rights, which very from atete to state. x.rk*�d r..lr�oduaa,ree "3npersMe4 all preWew potrHcatbos. 620 D1vhMa Snset Bl�tbe�i. NJ o7°2�1 •ltetaln t6ie W�rraniy CtlrHflcata (qpper pprNoo) ie p epte �nd lor your ratorda. ♦ AETACH HE[l�t FW oa! bottom pol'tioo campletely �1pd m�ll wfthld l0 daye of purchaee/ioafAUption. ' -------------��_�_m�....___-------------�-----��------r-------•---_---�----------- �� p ��. H4p'ard Pool Prodn�b, lAC.. 620 Dlvuio� 8teeet. BlGrabelh. NJ 07a07. Atte: W�rraely Depf. � W�rr�n Re i ' A strat� �1 � on C tY g ard N�roe Addreaa c�cy Suce�,_ 7.ip . �-mall Addreaa: Prodnct ParcLa�ed Prndaet Serisl Na Q Nea IasalliHon ❑ Itepluemeot TYP� oi P�1: . C] Ie-eroond ❑ Viny1 Ll Fibcrglaas 0 Gaatte 0 A6ovr�roaad Size nf Pool Yeers pool M.e bceo lo eervlca O le�s Wan 1❑ 1-3 O 3�5 O 5.10 P�mclnsed flrome Campaoy n�me AdQresa Q+� , , ._:sau •rr�► Pl�se aend me more infortnatioo ao t6ese othe� prodnet� from Haywsrd: G Pnu�p 0 Fllter O Autpmptla Poat Cdeaoer ❑ Llghl f] ChlOrlrotor 0 Slcimiper l7•Heotrr