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AF - 45520�, � City of Fridley, Minn. BUILDING PERMIT Da�; AUGIIST 11, 1966 � � �� N° 8959 �r, �� GERAL.D GLENN CORPORATION' Adaress Adriress 1202' HATBAWAY T�ANE N. E. FRIDLEY, N12NNESOTA 55421 LOCATION OF BUILDING No. 1181 Street HATHAWAY LANE N.E. Part of Lot Lot ---.._l—.._ Slock 1 Addition or Sub-Divlsion P EW OAKS FIRST ADD�TION Coraer Lot _ 7nside Lot - Setback 35 � Sideyard 1� and 16 Sewer IIe�Btqon � A nti _ 9G. IIevai3on 91 Q. 00 TOP OF FOOTING DESCRIPTION OF BUILDING To be Used es: DW�ZLING �t 44 �p� 26 ��t 18 Sq. � 1,144 �� 20,592 GARAGE �t 20 �� 22 ��t 10 �. � 440 �� 4, 400 7,j►pe of Conatruction F1tQ'M'� F�t, Cost —�15�OQ�_ To be ComPleted NO SEWER OR WATER SERVICES -"Y" Locatian - 181' E. of Manhole Ia consideratlon oP the fsauance to me oP a percnit to conatruct��`�' \ d9ug described al�ve I agr+ee to do � P�P� work ffi accordance with the dr�scrlption above set fo in compliaace wlth a'll proviaione of ordtaances oE the dty oP Fridley. �� Ia ca�slderatton of the paqment of a fee of � 25 . 00 � p�t fs hereby granted to GERALD GLENN ��1RPARAT.T.QN to conatruct tt►e buildiag or additfon as descrlbed above. TY�ispe rmit is gianted upon the exPress c�ndition that the peraon to whom it is grented ead 1�is ageut�, emplo� yees and worlm�►en, ffi all work flame 9n, around and upon seid building, or anyp� thereoP, sha11 conPorm in all respects to the ordinances oP Frldley� biinaesel� re�ardlag locatlon, conatructCon, alteral3on, maia'tensi►ce. rePa9r end moving of buil�►g� withia the dty Iimfts aad thfa perrmit may be revoked at ani' 'dme upon violatioa oP aay oP the Provisions oE seid ordinant�s. CLARENCE BELISLE g� � NOTICEa 11ds p�rrmN doa aef �owr tl� cea�f�ualloe, ta�atWloa h� wU�eo+ phnabtna 0a M.Nea awu or wmr. 8� sura to a� th� Bvlidlu0 fa�pKto� io� apvaM pamk� for fh�a It�f. . . APPLICATION FQR BUILDING PERNBT � CITY OF FRI�EY, MII�VESOTA , - ��r�� eti�, �n� OWNER S.NAME. � BUILDER � �D�SS --- - �D�SS I � � � I-� a �-�� . � � � i LOCA'1'ION OE BUiLDIDTG N0. I 4 I STREET . G�. �. l� `� �ART OF LUT L4T BLOCK ADDITION OR SDBDiVISION ,�g�g�� o ; c� � ��a /�S" COI2NER LOT �INSIDE LOT SET$ACK �� SIDE YARD SEWER ELEVATION � G"� � � � • F6�@N ELEVATIObT �0 �� r �'' �° _% � . Applicant attach to this form Two Certificatea of Survey of Lot and proposed building location d awn gn these Certificates. . ? ��`j � � ' �� 1-�, /� a DESCRIPTION OF BUILDING . �� '�� i ,.�i �o 1 � To be used as ; °``'�'� �' ° , . �e-- • �, /` � rm ; / (� �"°� l /� �ont___�Depth �- � fleight 15 Sq. Ft. � Cu. Ft.. � �' - � % '�—� � � �' Front � Depth��Aeight �" �r �l� °�� Sq. Ft.—___ J� Cu. Ft. � Type of Construction Eatimated Cogt� -�, ��' —'�' To be campleted The undersigned hereby makea application for a permit for the work herein specified, agreeing to do all work in strict accordance with the City of Fridley Ordinances and rulings of the Department of Buildings, and hereby declares that a11 the facts and rep�eaentations stated in this app],ication are true and correcfi. DATE �� ° (� C� SIGNATORE `� (Schedule of Fee Costs can be found on the Reverse Side). .� �r � � '� n � `�- ` �1 �. BIIILDIlJG PERMIT FEE SCHEDDLE SECTIOR 2. The Inspactor of $uildinge shall, before isauing any permit for the erection of any bui�.ding.or structure, or for-any addition to any esistiag building nr structure, or for gi�y alterations or repairs to any euisein� buildiug or atructure, upon �pplication therefore, require the paymeat by�the applicaat for such permit of,fees to the amot�nt herein below set fort� and in the manner herein provided,'to•wit; 2.1. For any such permit for the erection of any fire•proof building, othei than a garage, warehouse, factorq or grain elevator, or for ehe erection of anq fire-proof addition, for similar occupancy, to any esistiag buildiug, ahall-:be at the rate of $1.40 for each.one thousaad cubic'feet, or fraction. thereof, in such cubical contents. 2.2 For any such permit for the erection of any fire-proof garage, warehouse, factory or grain elevator•; or for the erection of any fire•proof addition, for similar occupancy, to any esisting buildiag shall be at the rate of $1.25 for each one thousand cubic feet, classified as "fireproof" by Section.502 0€ the Minneapol�s Buildin�.Code, HOIISES ' 2_ 3. For any such permit for �he�exection of aay non-fireproof building, other than a garage, warebouse, factorq or grain elevator, or any non-fireproof addition, for sim3lar occupancy, ta any esisting building - permit $1.00 for each one thousand cubic feet. GARAGES -� 2,4. For any auch permit for the erectton of anq non-fireproof garage, warehouse, factory or grain elevator, or for the erection of any non-fire-proof addition, for similar accupancy, to any egisting�building or for each such building or addition - ninety cent•s ($0.90) for each one thousand cubic feet or frac�ion thereof, in the cubical-contents thereof with the minimum of $4.00. For the purpose of computing:.fees for buildfng permits, the �u'6ica1 contenta of any buildiag or addition to a uaiform he3ght throughout by multiplying the ground area covered fram a point six {6j inches below the'floor line of the basement or.cellar to the average h�ight of the upger aurface or to the average height of the roof surface of the mafn gable of a pitched ropf, 2.5. For repaire .or�.a],terations to an existing structure, the fee sh�11 be at the raCe of $3.00 per.each �'ive Sundred Dollare ($500.00} or frac�d::u thereof in the cost of eTl proposed work. � 2.6. In no case sha11 the fee charged for any permit as set forth in Sectio 2n be less than $4.00. STORM REPAIR DAMAGE FEES: Residential; Estimated Cost of wosk up to $;�'!�m^7 �- S5e^� Estimated Cost of work ove� �..' �:. �;�} � Y-�;;,, �:p Commercial; Estimated�"`�at of La��-�:-=�,a -�-;, '��_� •,.i �.^�° rr--�� ` .. -a- �� c': i y , . ,, m Estimated ..ost of .�uii6 over $:�t:i;� Ji! - t�ii.,�� 1 � � '^�u' e-r�z.-_'�� '�� l�i4 t,�,ar ,�'�� t�'�a� f �}.��':9"� �� ; "� � r: -z ..� ?' .. � 4+".1~� ,� �;. ro A y.�� # A.n . c+•. ' ` a' r A%'�� .��} k` � i` j>;� � � Y' � '; y .� � . �; r. w� � � _ - � �r �. Y ..: Y 1 � QA� ti �� ' � .tr��} x �- �Ca."�....�.�.. y, . w � y,� � a ? � }x:: a " � �, . ; y, i ^- 4 "`T� � i � ��: c r�: 4 . q� c �° �..�' s'': t 7 . ♦ f Y ": ..-.�k� Y _ = n � , 4.t1 - - q i �., , t � .'Y��s�++J.s�) ,� �4*�E '� "�.,' �R� r µ � � Q £lF �,�" �� r � ��'/ �` r� - � ' � h � � � K �1,. � � ,i '' % ,. 1 � - �.r $ 1 �' '� ?�nr �, . .7a _ - * ��i' ± � �- � �� : t !'y3�. � ��-,� ' � �-i.r 'D�fC : .jr^', `q.y- y �:. y �� f.Kp.. _, :. � r � `, � j'. �.. h� � .J . ; d ,,.^ k �3 F F7• r+�< ,: .' � .; .a � � t` �,�. i "s .�s � `yr < � � '� �� r <, � i� t �� w; a.� � �.� ' "�` ��, � �' � � J � � � �? r , Y,.', i �`'=r"� t .'P t'� nn:� ls•. ��. �' � � -'i ' p. �.'� �..� �' t r �, r�' :-. r �. y �'!�6t � '. � ''' � t �': - ,y�! - t d', . W;r t - 4 �. v � � ..,F3 �; d t �L f. .1 � - V ��I�c � � �J t �'«� ^�� 7f �y� N^' y� ''iC �� fFYr �f '�;' `t " 4 C � � 1.. } � �s '�� .; __ ! t� r;� a �V> � : ._��'+.%��.�i�* �. � �Q . '` � ' � d '� 1 . _ : t � ° +, � �, i �-.:�.� � : � � � �.'��"� o r� �� r * � � -� a � � s '��. - ..-. �� ^�� .�� _ ��, � ;� . , I - � �� ' � 2� ��+'� . . - . �, � - i:y� � , �� , �• - _ - ,� , . ' � - � �a �,�.� � f , , . ;: , �, � - � - . _ , _��°+ � �}� �° _ , � '1„. M ��;�s., , � . � �. . � �:,...,� .51=-�= —� ��►,ia��111%a1 �. � �� S ` � �I Y . �� I hP�eby certi`� that the abov� �.s a�rue and �e��'t p2at of a survey �i�'s I Lot 1, Biock I, PA�jCVIE�Y OA1GS F�i��iT ADDITTOI�P, `Ar��iica County, f�ir�nc�ata A� s�arve�r�d by m� this 19th day of April 19�0 A,.L�. � _ � � � {, Si¢Tl�d %' '� i�3.n sot� R�c�i�tra t�on r�o. ��Fi? � .� .:�. ,_�� GERALD CLENN COF�P. HUILDEFiS 12�2 HATHAINAY LANE FRIDL�Y, MINN. 5b421 �� .,. >-=-=-i= _ _ _ �.�, ._ - -.�-----�-�-�°—° - >;:; te: �QiZ�.IISZ_1.1 �966 . . . � 1181 � Hathaway Lane ./ $��' � � � . � .� ._ � . . G. Sallese � - ,;;:�:;;�;-. ieer: ' J3uilder GL1tA'LD GLENN__COItPO�TS[�- �-�=== �—� -- `"� �� . .,:. :lncss . _ � • � � �_ Address . � 'Y'.wr�t� ..l�.:Y:'� :�ff`:° �t '^rY _�„��' . . .�.;..yy,;tt`•:�,tt'!'�S.1+Y:�:.;`-G•i�� :L;•�:•,� ��+�-•r/'\�-�.'4=w:'L�i�j: t� �y•l�,.Cl �t••�;��..'- .. , � ,';'�.,.��: � �r...�...:':f�. ._.{;_��.4d'_i".•+" �'�.: �x:.��14��°.�/_\�YV_.:�UI": /�, . . bb7 ,.��f `, ��;t ; . �: , , .+r -. _ r�- /(d t-�lll s H:9ti w ' :...••�' . . '�.t A. �..�_`..; �ii � • i `i •. �..+. ` .� •�� •r..y�. . h'��_.y`,�;'y''-�.a`.s:'•c'^ 'ry.'�s°..+ .. :K;.�.,�;:-'= (.�I "t,�fl��'C''lfjl.� P�F�� `_".i�, r. :�.'i1'.': . �t,,:_. :. �,:t;.,;,_Jpr��.,. .d '• �.,r;:ei;:;Yo.:��: �.. . ( 1 • .. • �, �, �• ! x •. � �1�� r '•. � _�. � •� 1 _ G: C�. � ��,': �� •�•�:✓: [ H • . � . i irlep�a ��►�„��•�.��` .� i,�., y:. '��:c. :," .:•�.J�R . -cp�TERSON..�.'� --=z ,�.:��=:.` .'� . ..'•~::s�:'�- :�.F'� En�ineers & Surveyors � , ':,.JOHN A. r.. : .�.. • �: =�e- _ , •'�' �•. •.. ..i:t^'•='.r..i'• K:i 'L=9:..'f;�.'LANt3.5VRVE�lOR5.�*,�;Y:..=::3�?,;�••' ° . .�,•t f " . �.7. .r. . �A„r.a.�i.��' 4". . r • . x:.v:a f , . •i. .. . . . • r. - � ^ • �iK�' '��'�'�y _,+(tEGI'STEREO-l1ND.ER LAWS�OF,'STATE.OF,HINf�I�SOTA fO� I�I�U ��. C+L� �•'�, �J CI� o ,�, . :�; „� � Y ( 4 � �. .,'�� °'`';; ',��._. �t. 'r,NS. ��''...•-.�;.._-y.�.• ry s� �IC[N9LD EYON��'/ANG[4•QF CfTy O�MlNxewrOqB •'. � SLZ��B�% ;: ,:':S;:ti�S .� 3300'LtlVOALE EIVE:-SO�:R `••.':_MINNEA�POLIS�t�t4NN_ ; " '•.' . .•; ;' • ��i-�' 't^:,:: s^•=r "s- •-Y. �~82�5•03`70:._._.:�. :;,:�s ' -�- i'• :i� ..• � R��.- _ _y-••�:w•ri�:s+.:• •:•�%r.�-..�:• :. y. -;st=%:!a"a':-;•.. <'�•ta.`.;�- � ,� � � ";n'id''�" t . 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O � � o �, y r N �1 � rr H � w a�. � � � Z m � W � � C '� � a � � � � I � ~ C L*J ro w W 0 �1 � ,v,i o w N �, �' �. � m ° � °o �o °� o � � � � O y • p ~.a„ y O H ' ' � '' C � ; ; � y . : . � : • • . A . . . ' � ; . . . ; � : . . . ; �• . I I I � � : I I I ►x • id iC k 0 : N � G� O O O � O {� {� � � {� L'1 I—� y O � 00 � � I y p. � � � � � � � b � � �o � ~ p � \� � � �o � ct � � � � � z N � o N � � � � °� ro w � � � �' � � b � � a �� fd ro a � m w w � � � � � o � � � � x � � o nwi o � G "� 0 0 ,... � a a R° R° y �� '� �� o � o o � � O � � � � M : � ,e� . . ero � � x �d . . o � . . �,. : : � � . . y . CT N N OD 00 O O O O O H9 {fl {�! i/� {f3 � � 0 � � � x° M O � � � ao�o� �� oa�x�S b w '�! � w 'd �•�•� � � �y�� ° R° �o ��,r R° R° �� y �. � � � a � � � � ��+ p�G � �.r. c.. .. y y h'b (y �°i "�! i'1 p'q � � a+ m p, � � � � ►r � o � Q � � � � ao w � "" g8 �,� � O ti a � • � o p. .� : � p' vfAi : � o-'• � o : ' sn ,°o : . .� � oG . : O Q . � � Q0 6 . . p . 0 O O � . . � p • . . N cn � t� po t� en o+ oo � O O O O O O O O Q {� {fl {fl �! iA fA 0 � O � o y O a � � � � � h � w p �f � 8 � � � o ro � � c0, W � � m � g � � � � � o ! �' � � � � \ � o ,� � � � � � I m � z 0 � 1 m � Q.A.� � � c�e � "��°'� o Y�b °�� w p�� w A oc�o�� .. y d�� . �, �;� �� °� �� p�G� �r�E�,ryy MOwy� iYi � ��'� �� k�:m�c�i p� �� a�p �''�" o � M � y I fDp'�A� �� a� �.� '� a�� ;�� o ��x c� � �. re � � �' + � = r � � m � 2 m C m � » M o� � � � 0 � � � ' � O 1 � � ' Oa � �� 0 � 0.� � A • "r� .�: � � - �. � �� • 6J6 a�• • -- ----� ,,. ? ,�fEAT LOSS CALCULp'l7pNS DEPAIiTMENT OF IIVSPECTIO�N Weatl�erstrips A Con,truceion No. - Guids ' owa rs Reference Out. Wall dnt. all � CeJing Ro F1oor e o q j�_ F1.� % Room Length Wideh Height �,� Windowa a ro—Crackage and Area Q/indowa aad No. of pat e ot DQ�e Ilghte ot crack ��et, ��1 Width 1 No. ot pan� e = d /9 Yo � Iafiltratioa Glaeo fap. wall � j� Net e:p. wall Iat, wall Ceiling Floor „� Total tu. Required aq. ft. E. .R, or aq. iaa. W.A. L.eader area Fl.� m Leagtl► � Width � �/indows �nd Doo acl�age and Area � Wldth Hel�ht No. o! Llneal tt. Are� � No. o e ot ne 1lthts ot eraelc p, {�, �. _ i In6ltration Clau Fap. wall �¢_ Nec ezp. wall Int. waU c��u�g Floor O , To u. Required aq. fG E.D. or aq. in�. W.A.1,eader area FI• m � Length Width 1 Windowa �ad Doors—Crackage and Area Wldth HN�At No. of Lloeal tt. Area (� Na of ya o[ p e� Il�hta ot cn aq � _ V � 1n61traeion Glaa � Esp. a►all Yet es�. waU (nt. wall �eiling � door r ��. �� M• h. E.D.R or p. ma �A. Leader �rea w.. "'g �``�'�' --- - ..._ .__ �� T-�a�� &IDVN. laedation --� . , e . .. . ength Width I-; C�88C 8Dd A[Ci ot Llnaal !t Aru � ti ot encic sa. [t. L� Infiltration /,(� � � Glaam / � � �p. wall / (7 � O Net eap. wall Int. wall Ceiling � Floor � Total tu. � Requ' aq. ft. E.D.R. or aq. ina. VU.A. Leader area � Fl m I Length Q/idt6 1 Windows and Doora—Crac�age and Area Wfdth Helght No. oP Linasl Yt Area No. ot pane ot pane If�hta ot enck �p. tL � '� _ ., -,ww In6ltration Glaa Fap. waU —� Net e:p. wall tA�. w8u Ceiling Floor Total tu. � Requued aq. ft. E.D.R. or sq. ina. W.A. Lea�r area F7• R,00m I Lenge6 Widt6 Hei �ndows a Doon--Crackage and Area Width Hel� t Na ot L1nea1 tt Arot �� 1VO. o n� o ot cnci� p. tt '_ � v o / � In[iltration D� Glaaa Fsp. wall Net e:p. wall da� wall � Ceiling Floor �_ Total tu. ired aq. ft. E.D.R. or rq, iai. W,A, Leader area � n.� ..�. ' HFAT LQSS CALCUL.A'1'IQ]VS DEPARTAlENT OF INSPECTION � ��p�� e Weatheratripa A • • • Conateaaction No. _ Guide � Insulation ' owa a Reference Out. Wall dat. Wall Ceiling Roof Floor Kind How Applied e No e o 19_ F7�� m Length � Width s Hei�he F7.� Room Lengcb �/idth Height Win ws and Doors—Crackage and Area Windowa and Doors—Craekage and Ares Width HeigAt No. ot Llnesl [t, Area � A I Wldth Helg6t No. ot Llneal !t Aeaa No. ot pane o[ Dane Ilghte ot crack ep. 1// No. ot yane o[ pans lfabt� � ot enct iQ. tt. / �, / e 1/ V� �eu Iai6ltration Glaaa � � Fsp. wall � Net eap. wa , Int. wall Ceiling Floor ,,,� `�/ c To Btu. Required sq, ft. E.D.R. or iq. iaa. W.A. I,eader area FI.� Room Leagth Width Heighc Windowa and Doors—�reckage aad Area WIdt6 Hel�ht No. of Ltaaal tt. Are� No. ot pane _ ot p�ne IfRht� o[ erac{c �a. ft, � In6ltration Cla� Fsp. wall Q`''d �. � Net e:p. waU � � ; Int. wall ��lF � � Cei�ing Floor Cotal Btu. I�6lteatioa Glaaa Fap. wall Net eap. waD Int. wall Ceiling Floor Total Btu. ft. E.D.R. or aq. ina. W.A. Leader area Fl.l Room I Length Width Windows and Doora—Crackage and Area Width Hel�ht No. ot Llneal tt. Aroa No. ot yane of paee 11�hb ot crack en. [t. Coef. �cu Coef. In6ltration Glasa �c' ` - Esp. wall "� � � � '"' � ��" Net e:p. wall �oE � � Int. avall Ceiling Floor Total Btu. Required aq. ft. E.D.R. or sq. ina. W.A. Leader area Reqnired aq, ¢t, E,D.R. or aq. in�. W.A. L.eader area Fl. Room � Lengt6 Width Height Fl,� Room I Lengt6 R/idth Nei i�/indowe aad Doors—Crackage and Area !�/indowe and Doora--Crackage and Area Wtdth Hs1�At No. ot Llnoat tt. Area Wldtb Heisht Na of Ltnaal !t Area Va ot pane ot paa� i1�6b ot cnck w. tt. No. of n�ee ot mee ueh�■ ,.t ......r i. � IA�lfBhOn �Jau :sp. wall det esp. w ni. wall 'eiling � loor ': otal 8tw � N. E.D.R. oc �q. io�. WA. Ieader area Bill Infiltration Glasa Exp. wall 1Vet e:p. waU InG wall Ceiliag Floor Total �tu. Requited eq, h. E.D.R or w, u►s. W.A. Leader area Btu � � M d � � � �� o M p � : � : x : � . � . m : M :o . � . � �y : t' : � • \ � 7 � I `�" ;� FA �i r+ y � � W � � p �� N � . o � ��: o . o . o . � : : � . . 0 � � � L� ►�+ � O O O � �dA ff! EA a � � � � � z � m � � z x 8 � � 9 � n � �� b � � � � �. ,� � : M a N ; � �' : YA f Cd o . �' °a . � � � . CR � . . . . O . . . . ' Gd : : : : : � : : : : �o �a ae �e �e x �a {fl � tW N W I-+ f+ �-+ 6�j� p C,�7� O O O � {A {� {fl ffl � {!J a y � y O � D � r � m � n _ m C r m iF • � � p "'' G1 x ,� a �' � Stories � � WATER �m � � � uaiw►ts �TM O � a �� I SINKS � � � ,� W� ranrs DRI K � �a V 8 M .i Q � ni - p v�'i x [ � � � a. a � � � f�D � fi � � y � W � bd � td n �° � o � �' � � � � � � � � �. G � � � � � o � � ; �a � � � ' t � c � � � � � � � � a �` � �� N. FWWT. sNwRS. ` FLOOR �, DRAINS GTCFI BASINS �wro w�sriert GAS MPL �� RANGE GAS OPENINGS � • 2 i � � �n D A m � n � � O� R• n �9 �i, !� � � � :3- R. � y � � �q^+ � ��.y � �'°' �� o � �' � ��a� � o �° � �� _ �� b H � � �� b�� b oN�� p �' m o � p' o p ]' o �� w � ��E�. � o�� y{� . '.1� r� � � fD W � � O � p. DG' � � � � � ro � 3 `� €�° � � � � c �' d �C A � � a� A � & �°n p � .�i. � � � � �p � � �. ' � � � � � � � � � 3 � �� g � � o � M _ \ � ■: � � �. x � 0 m e� � �w � � � � � sus�ecr P E . City of Fridley o 0 AT THE TOP OF THE TWINS g U I L D I N G P E R M I T � � ; � REC O. � • COMMUNITY DEVELOPMENT DIV. � j .: ------, q � °f S-�, r � � PROTECTIVE INSPECTION SEC. ! 1 ` i � �'�� CITY HALL FRIDLEV 55432 NUMBER REV. DATE PAGE OF APPROVED BV �'""� � �� 612-571-3450 910-F15 6/27/80 � � JOB ADDRESS 1181 Hathaway Lane N.E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. �. 1 Par]�ziew O3ISS 1.3't SHEET 2 PROPERTY OWNER MAIL ADORESS ZIP PHONE G. Sallese 1181 Hath,away Lane N.E. 574-109? 3 CONTRACTOR MAILADDRESS Z�P PHONE LICENSENO. C& M Builders 4536 Jefferson Street N.E. 560-7714 4 ARCHITECTORDESIGNER MAILADDRESS ZIP PHONE LICENSENO. 5 ENGINEER MAILADDRESS ZIP PHONE LICENSENO. 8 USE OF BUILDING Residential 7 CLASS OF WOFiK ❑ NEW � ADDITION ❑ ALTERATION O REPAIR ❑ MOVE ❑ REMOVE B DESCRIBE WORK Construct addition (20' x 22') on top of existing garage 9 CHANGE OF USE FROM TO STIPULATIONS �himney can not extend into easement. Provide outside combustion air to existing furnace. waR,��a� SEPfR�'t'� PER o�� nt ca�� bcat utiltNa� �HEATIl�G. PLU�B �� REQ�j� �'rtoN� - ELECratC. �S E�c. «vc a�p . s�G� �� r��, REQUIRED BY t,�w► TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. 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 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 ANO ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED • WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $13,650 - $6.53 DOES NOT PRESUME TO GI ORITY TO VIOLATE OR CANCEL THE pERMIT FEE SAC CHARGE PROVISIO F ANY OTHE S OR LOCAL LAW REGULATING CON- TRUC N THE PERFOR OF CON TR ION. �`84.00 NONE � PLAN CHECKFEE TOTALFEE $21.00 $111.83 IGNATUREOFCONTRACTORORAUTHORIZEDAGENT (DATEI WHEN PROPERLY V IDATED THIS IS YOUR PERMIT s ��_.��X�' \� � � SIGNATURE OF OWNER UF OWNER BUILDERI IDATEI � BLDG iNSP � -- � DATE 0 0 CITY ��F FRIDL.EY - ARPLICATION FOR P,ESIDEPlTI�1L RUIL�iP�G PERMITS (P�ew, Alte�°ations, Additions, or Repa�irs) OWPiER: � � � . ADDRESS: %�� Ji�� T. TEL �10: .S �� ' /�9 �7 0 , /r / : � � . ,/j r � � , � , ' 11� � � � ��,�/�� L � 1 �� Construciion Location STRII:T NO ; STREET: � � LOT: � BLOCK : � ADDITIQN : f'� �� U�� ,�5 0� A_ Corner Lot: � Insicle Lat: Setback: Sideyards: Applicant attach to this form t-wo Certificates oi-' Survey of loti and proposed build:�:ng location drawn on certificates to scale. �QQf �� UESCRIPTIO�d OF CONSTRUCTION � I� ��a Tc�P C�� , "��C/'-1%�F� Front: � Z�____ Depth: o� �4; � He3.ght: Squa�e. Feety��'� G1�bic Feet� � Front: �pth: Height: Square• Feet: Cubie Feet: ' �� i — Z e�� Z Z Type of Construction : C�NI'1.� ('�� Estimated Cost: $ Zb Be tbmpleted: � � � �� Alt. A Alt. 8 Proposed Drivecvay Width If New Opening Ts Desired: $� $ . SEE REVERSE SIDE OF SHEET . R�e undersigned hereby makes application for a permit for tne work herein specified, agreeing to do all work in strict accordance taith the City o� k'ridley Ordinances and rulinqs of the Department of Buildin�s, and hex'eby decla es that all the facts and representations stated in this appl3�a�?o�a�e tru� �nd �rrect. � /�� a I)ATE: �" � � 'r � �-�° SIGNATURE : . . / t 1� � � , . 1�� • - �� _, . <,. � ; . � � � , , � - • � _ -, .. -; � � _ , � , ,` l ? ,., ,} �� . . _. , , , , . ��. j _ ►��y�...�.._ . BUJI_D1(�!G PCR��IT 1=�F SCHEDULE . SI:CxIO1J 2. The In��pector ot lt�ilclir�q� shsill, before a.s�uing perma.L-� for �he erecL-ion at any building or :�L-ruct:ure, or for any adclS.ti.on to any exi�ting buildiny or stzucL-wre, . ar. tor any alteration or ?�epair.s to •any exi�ting bu:i.ldinq or sL•ructure, upon anplication �thereiore, require the �aymenti by tlie ap�,�licani: for. sucli permiL- oE fees to_ L•he amount herein be1o4� set forth and in thc manncr herein provided to-wiL•: � 1�rPJ CONSTRUCTION : Single I amily Itomes and Gar.ages : $� . 00/1, 000 cubic iect. PI,71N C1iliCY.: 25 perrent of hui.lding penniL• iee. � . URIV��JAY D�PRL•'5SiOt1: (Concret•e, Curb Stxeets Only) � Alternai.e A: Removal and replacement of concrete curb and qutte� only; Driveway width plus 6 feet x Y�,�, 75 Alternate E: Removal and replacement of concrete curb and , ' gutter and instal]. a 3 foot wide approach ��rith �� ' 6 inch dep'th; Driveway widtlz �plus G feet x$17.85 �11 d. l �' •1 I'or the purpose of computing i'ees for building permits, the cubical contents of any building or addition, a.s dctermined by multiplying ihe ground area cavered from a point sir. (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 fhe roof suriace of the r►ain gable of a pitched roof . � For repairs or aiterations to an existing structure, the fee shall be at the rate o� $3.00 pex each five hundred dollars-($500.00) or fraction thereof Sn t-he cost oi� all proposed work. . . � �n•no case shal.l the fee charged for any permit as set forth in Section 2 be less �han $7.50 plus $.50 sta�e swrcharge. ' ' � � � 1 ►1 � ATOTE: Permits �or construction �vill be issued a minimtun of 24 hours from the time of appZicatioaa to allow for proper review of the proposed structure and of the coiistruction site. A Ceri:ificate of Survey o� the lo�, showing the location of the foundation once 3.t has been coi.stnicted will be required before proceeding with the framing. [ : � � ':1 ' Ap�lication for a Certifica�.e oi Oceupancy shall be made i:en (10) days prior to the use or occupancy of any struc�ure for wiiich a building permit ha� been issued; and sa.i.d structure shall not be used or occupied unti.l a Certi�icate oF Occupanc� has been i.ssued. • 0 � ' • �. e • ' . r t� . � . • J�4MES B.C�►DIT & ASSOCIATES, INC. 9th & Sibley St. N.E. Minneapolis, Minn. 55413 338-754-1 E1CTr�RIQR EIJVEIAPE AVr�tAGE "U" COMiPU�aTIUN OuJ;1�R PLAN N0. �� '- I � – � �J ��`I`E ADDRESS Dti ��/� /��-� CONTRACTOR C�' �� a �1 l�i� E':� � PfiON� Determirie working square footage of each �I� 1, r Total exposed wall area...... �-� � sq.ft. x,�_ /Olo-OZ 2 • Total roof�CA�.� 8!'8$ � � � � � • O &Q �ft • X�= � 7/ �p � 3 • Total floor/C321t+• 8PA8� � � � � � • �� SQ �fi'.• 7C �*1� = � dV Total axposed wall area above floor a. b. c. d. e. f. g� Total wall window area ................��• ^�' Total door 8iA8��o��e• Total sliding glass door area ................ ,� . Total fireplace wall area .................... -� " Total wall framin� area (avera�e 10;6) °- ........ � .� r Total net wall 8I'68 $b00A �.002' � � � � � � � � � � � � � • �'� � Total rim joist area .......................... Total exposed foundation area ._-.--- h. Total foundation windaw area ................• `"'��— i. Total net fonadation area above grade........ ..�_.---- Determine "II" value of each wall segment 3. �°�' R nQt1 b � � z "II" � , �a 7s �II° f'� O• � e- d. x "II" � 9. / x nII° f . � nII� �— g . � x "U" p :� � h. x "0" is g nUn �— a � oZ � �.°, _ �4, s4 _ � . ?8 Subtotal = 4. ................................... Tota�l = �, Z If item �4 is the same as� or less than item �1� you have met the intsnt of �BC 6006(c)2. ' , , �. Total exposed roof�ceilin� area ��' o j. Total skylight area........... .......................... k. Total roof�ceiling framing area (aver. (.10�16"o/c).,e „ ( .o62y324"o/c) ... 27, SC3 1. Total net insulated roof/ceiling area .................. 4-12�5 O Determine "U" value for each roof�ceiling segment j, x "U" _ ke � n� ° � / � 1. "' � r� ]c "(J° �C�3�3 = /5� �? g. ................................................. Total = j 6 ,% � If total of �5 is the same as� or less than �2' you have met the intent of 3HC 6006(c)i. Total exposed floor/cant. area � m. Total floor/cant. framin area (average .10�)........•• 11 • Total net insul�ted floor�CSY1'� • at'�8 � � � � � � � � � � � s � � � � � � � o Determine "U" value for eaoh floor�cant. segment m. g "U" �c'>� _ � � n. 3�'v� z "0" � � �� `� 6. ,: ................................................. Total = 8 If total of' �6 is the aame as� or less than $3� you have met the intent of SHC 6006('c)3. ALTERNATE BIIILDING ENVELOPE DESIGN To utilize the total enveltipe system method, the values established by the sum of items �4� $5 ar�d �6 shall � be g�'eater than the sum of items �1, $2 and $3• 1. ��v� b � 2. �l ?s �� 3• � � _ /� 7, �Z l�.e %S l � � �'j•,,,, �G / / 7 6. �' � a f � 3 i � � prepared by J o I✓) c' V�/�, � r Date _�=��1 � ✓ � � . � � at�; „_AU�UST__li. 196b � � 1181 ` Hathaway Lane ;�� 9 � � G. Sallese -- a�ner: ' Builder GERAI.D CLEii�N._CORPO�T � _—�.=:�==�=- ..°- � '► ,�,:�; ddr�s� . � Addrese i .31:�'{v._>r,,5?��e.a�;•��y_� ,.'.-E`:+�.j�'i��-�'-�k'aw�.`^.?`i�'ti-�wsyt�'.��':+w�'^.y.�•• � `�, y �.e� � �t,;,;i5•-r� � �:�V.-4!�F`'we��y , r�\'4�S�Y_►1+YV �'J1 ..� /� /a ' 6875 Hi h � -`��r'i �t � •'+. '' .`�+� �( ��r•/�• 1! 9 f �' ..'a . �. ♦ ' �' �, °.a. � ,'�'�'.- ��.b ' tir,et. ,.�. � °� a ��i`[y�; •�.y;o ° �r �,f G ( / ( ��,� • '� • �' •� . � �, e. "'�f s�; t' '--4 ^'.�,tt ;.;R.°Q �..r di+.1r>.: •�y `' , � � i��l�� (C� „: •�a �! 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' : � • •►^� � . . .h • : � 1' �.; �� .Yy � ;.. .3 . � 7Q �, � t e.td� • t�a : •, �J� � i �- -} � . �� y; .� j�.- . 4. ..`, .f : � ••S � a �,,. � ? a��. c' Ti r � ��.� ,i�, �t f � t, . ry � h �: - t � �'� . � f �' { ' � �Q.V .. ` � • � . `* ..: �' ��J �,/� . .� : � � _ ._ _ — _ � � — ._ ._. — • � ` � 'f•�W9Q L....�« �' � '•� }. �� ,�F.. . �,�; •� r . • - '` " . O� Y �� ,� � � L _ i.i / �_ ' � i `. ` :. : . � �', . . -4'- � , _ - . . . � p.... %� . ''. � � ' � , ' ' . . -. � .. � � ;= - . �. � � � . � � . . !� u - 3O : - . � � �_.._._.._:-G .y . • . i�? . � . _ __ , t� 6 5' ...�.� � �,, � 0 � - �� o � '. t,�, � � . . ._ ._,�,.; ' � � . � . �� r- � � ,�i � f z�. y �� 2 � �._ - �G � "` .�. .. / �. ' // �. / � �I., =� r f : . , � �1 r L '�"� ,�{ � t� 4. o � :/''�•i' � .�. . ' � ' ��p� ' . � S� _ 6� � _ \n ( .,Qr� 3S �. . ' � � - M "� �J v/ �0� ,� . �.� � ---- .5i'� _: --�.� ��i' N�V�IAY . t- �i�� . ay cc r tif y�ha t �he aUove i s a true a�d c arre �lock 1, PHh�:�llLrd C�+'r:S i- �?ST /'�DDI i IQiv: Ar;o�ca a��yed �y ne ti:is I.'> �h cay of 4pri1 19c�0 k..r�o � �� Si�r�e:: ` � i • ;•''�l t :: � / � �,. _.._._----_• �� sc L� ite�_istra �20<i G i� t� Fl �'�tY �r �f�.� n a•.v x. «a s� - . - . ': � , . ' � n .aJ 1. . , . . . , _..._ _... _ ., x .-e 9.-. . - -. 4'� 5°, ' '- i. r. . ' � .. . � � �i I Ir1 .)v Jf �/ C J rroKl( f �;� , �C a � �'�) 40 �,~ - � � y i� � . ' OG` � �� M � ' V�R. . �? � � v- _,1 ��: v; � o� _ ��. �, a �� Q ��,'1 ' �•� � ►.: .--�... �� - �% ` �� .'�,��,�1..c� Cd. �.� t�,�-��u-'�°''�.�„ ��. ; 1 ST ��'�� 1 i f ON ��'b'wUt�:a GC�vNrt'� , ' �•sentation o! a survey of �he bounda.�es ol thc lond abc.o �'�C+6e �ereo�� nd oll risible encroacMnehts� i(•aoy� trom or oi� said to..= �orfgagc loan now hriory �plocrd on tho properfy and no liob;li�g �'�guge or any o/1�er iatrreet acqui�eJ by Ihe reason oi +uch n�o.� ynnts havc bren pintrd (or 1{�r pu��•�ti� of r.�tutilitl��g laf I�n«,, � _ . . .�.. .i«'�'¢-st.: �- .' • � sue��ti , P . c�ty of Fxidl�� 3 i��6 AT TME TOP OF TME TWINS g� I L D I N� P E R M i T r ; � � � RECEIPT NO. � • COMMUNITY QEVELOPMENT DIV. �� v � � f � � � PROTECTIVE INSPECTION SEC. L---.� ��"','� CITY HALL FRIOL�V SS132 NUMBEN REV OAT6 PAGE O� AVPqOVED 8Y i 612-571-3450 910-F15 6/7/O1 / / JOB ADORESS 1181 Hathaway Lane NE - t LEGAL �OT NO. BLOCK TRACT OR ADOITION SEE ATTACNEO oescR. 1 1 Parkview Oaks First Addition SNEET 2 PFOPERTY OWNER MAIL ADORES$ Z�P PHONE Dale Rehnelt 1181 Hathaway Lane NE 763-571-2845 3 CONTRACTOii MAII ADDRESS 21P PHONE LICENSE NO Same e ARCHITECT OR OESIGNEF MAIL ADDRESS ' ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS 21P PHONE LICENSE NO 8 USE OF BUILDING � Residential 7 CLASS OF WONK �7 NEW O ADDITION O ALTERATION ❑ REPAIR O MOVE O REMOVE 8 DESCRIBE WORK Install a 27' round swimming pool 9 CHANGE OF USE FROM TO STiPULATIONS See stipulations on letter dated 6/8/O1. SEPA�iATE PERMITS REQUIRED �OR: PLUMB�ING� AND S�(� S " TYPE OF CONST. OCCUPANC� GROUP OCCUPANCV IOAD SEPARATE PERMITS ARE REOUIREO FOR ELECTRICAL, PLUMBING. MEATING. VENTI�ATING OR AIR CONDITIONING TMIS PERMIT BECOMES NUIL AND VOIO If WORK OR CONSTRUCTIQN zONING S0. FT CU fT AUTMOR12EO IS NOT COMMENCED V�1ITHIN 80 DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANQONEO FOR A PERIOD OF lxQ DAY$ A7 ` ANV TIME AFTER WORK IS COMMENCED ' NO OWLG. UNITS OFFSTREET PARKING 1 MEREBY CERTIFV THAT I HAVE READ ANp EXAMIN�O THIS APPLICATION 1 STA�LS GApAGES ANO KNOW TME SAME TO BE TRUE A1ND CORRECT. A�L P80WSIQNS OF LAW$ yALUATION SURTAX AND ORDINANCES GOVERNING TNIS TYPE OF WORK WILI. �� COMPI,IED WITM WHETMER SPECIFIED MEREIN Oii NOT. TME GRANTING OF A PERMIT �I��FOO �.70 DOES NOT PRESUME TO GIVE AUTMORITY TO VIOLATE OR CANCEL THE pEpMIT fEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING GON- STRUCTION OR THE PERFOFiMANCE OF CONSTRUCTION �S.O.95 Fir SC �1.40 P�AN GMECK E TOT EE 53.05 NATU�7E O� CON�AACTOp�O� AuT Ai2ED aGENi iD�TEi HE VALID TE TMIS IS V R P IT � , , -�- _ pl $�GN4TUAE O� OWNEA��F p NEpBWlDE�1� �OAi(� B G� �NS� - f�i1E , � _ CIlYOF FRtDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 •(612) 571-3450 • FAX (612) 571-1287 June 8, 2001 Dale Behnelt 1181 Hathaway Lane NE Fridley, MN 55432 RE: Swimming Pool Construction at 1181 Hathaway Lane NE Dear Mr. Behneit: This letter is to make clear this department's requirements for the swimming pool construction at the above address. 1. As indicated, one (1) skimmer approved by the National Sanitation Foundation will be provided. 2. As indicated, one (1) inlet of approved design for fresh and/or repurified water will be provided. 3. The filter and pump shall be approved by the N.S.F. and be of sufficient capacity to provide a minimum tumover of at least two (2) times in 24 hours. This department recommends a tumover rate of 6- 8 hours. 4. A deck of at least three (3) feet wide, measured from the pool waters edge, shall be provided which extends completely around all private residential pools. Above ground private residential pools may be provided with decking of a minimum size of 4 feet by 4 feet at pool entry points and provided that such decking has the approval of the City. 5. Fencing or other effective means including but not limited to walls or buildings, acceptable to the pools. Fencing shall meet the following criteria: a. The fencing shall prevent the entrance of children and be without hand or footholds that would enable a person to climb over it. b. The fencing shall be at least 6 feet high and entrances shall be equipped with self- closing and self-latching gates capable of being locked. c. Self-closing and self-latching devices shall be placed at the top of the gate or otherwise inaccessible to small children. d. The opening befinreen the bottom of the fence and the ground or other surFace shall be not more than four inches. June �8, 2001 Dale Rehnelt Re: Swimming Pool Construction Page 2 6. An automatic chlorinator should be provided with a suitable test kit. 7. All electrical and plumbing installations shall be inspected and approved by the City Inspection Department. 8. All overhead electrical lines must be a minimum of 10 feet horizontally from the pool surface and 18 feet straight line distance from the waters edge. An altemative is to bury said lines. 9. The pool fill spout must be protected by a vacuum breaker or air-gapped. 10. Suitable safety equipment to include but not limited to a ring buoy and rope that is 1 1/2 times the pool diameter, and shepherds crook pole must be provided and maintained with the pool at all times. Furthermore, these and any other requirements must meet the provisions of the Fridley City Code, Section 115, Swimming pools. The building permit is approved contingent on final inspections and approval by the City. If any questions or problems arise from this letter, please contact me at 572-3603. Sincerely, DJ/mh NE1N [ ] ADDN [] ALTER [ j Effective 1/1/2001 CITY OF FRIDLEY (T63) 572-3604 Bidg Insp SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMITAPPLICATION Construction Address: � f �Ti�A r�.1 f41f L/� Legal Description: Owner Name 8� Address 1Ro L� ,/�Effi�� L%' ,[ f�/ f��e�. #__7� 3- S 7/- a d�.S— Contractor: �Vi � MN LICENSE # Address: Sr�-n�� Tel. # Si�-r�l� LNING AREA: GARAGE AREA: DECK AREA: OTHER: Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT Length Width Height Sq. Ft Length Width Height Length Width ,s � �Igt/Gr �� Sq. Ft. Ft. - 2:'7 9�'6��Oc _ �f�c�t�.�J� Construction Type: S� i v p 5�.,� � rn�� %t�L Estimated Cost: $ �� dD� Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x� _$ DATE: (o - S- 0 I APPLICANT: � Tel. #�� 3'5 7l -;? �/� � �1� E�r��i CITY USE ONLY - Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL Call (763) 572-3604 for Permit Fees if mailing in application $ �� S� Fee Schedule on Reverse Side $ %o �� .001 of Permit Valuation (1/10th%) $ �� $.50/$1,000 Valuation $ $1150 per SAC Unit $ $5.00 (State Licensed Residential Contractors) $ Alt. "A" or Alt. "B" Above $ $450.00 Conservation Plan Review $ Fee Determined by Engineering $ Agreement Necessary [ ] Not Necessary [ ] � ��. C��' � _��az�� ` `� ��f(i'� STIPULATIONS: / l J��r N ✓�K �i� � Gi�C.�C . �� / BUII.DING PERNIIT FEE SCHEDULE 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 existing building or structure, 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 $1 to $5(� $501 to $2,000 $2,001 to $25,Q00 $25,001 to $50,000 $50,001 to $100,000 $100,001 to $500,000 $500,001 to $1,OOO,Q00 $1,000,001 and up FEES $23.50 $23.50 for first $5� plus $3.05 for each addirional $100 or fraction thereof, to and including $2,000 $69.25 for first $2,000 plus $14.00 for each additional $1,000 or fraction thereof, to and including $25,000 $391.25 for first $25,000 plus $10.10 for each additional $1,000 or fraction thereof, to and including $50,000 $643.75 for first $50,000 plus $7.00 for each additional $1,000 or fraction thereof, to and including $100,Ot?0 $993.75 for first $100,Q00 plus $5.60 for each additional $1,000 or fraction thereof, to and including $500,000 $3,233.75 for the first $500,000 plus $4.75 for each additional $1,000 or fraction thereof, to and including $1,000,000 $5,608.75 for the first $1,000,000 plus $3.15 for each additional $1,000 or fraction thereof DRIVEWAY DEPRESSION ESCROW (Concrete Curb Streets Only) Alternate "A": Removal and replacement of curb and gutter only - Driveway width plus 6 feet times $15.50. Altemate "B": Removal and replacement of curb and gutter and install a 3 foot wide approach with 6 inch depth - Driveway width plus 6 feet times $23.25. 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 the proposed structure and of the construction site. A Certificate of Survey of the lot, showing the location of the foundation once it has it has bsen constructed will be required before proceeding with the framing. New Houses Onlv J\ 1 \ �%.� � ' W � �,�, 1 4 •� � ,� ' ,l 1 e � � A Z � 0 o� � ►yr v Z � 0 � L� � � � �� r 0 � � �/ �,11 _ _.� '+ o ; � __ ._ - I % � � � W s w � V " 1 � � NSF. IS-2600X5-98 HAYWARD SELF-PRIMING SUPER PUMP� INSTALLATION Al�f�`OPERATING INS7RUCTIONS Your Hayward self-priming centrifugal pump has been quality-built and ngineered to give you many years of efficient, dependable, corrosion-free se ice. The advanced design reduces operation and maintenance has been uced to simple, common-sense procedures. IMPORTANT SAFETY IIVSTRUCTIONS When installing and using this electrical equipment, basic safety precautions should always be followed, including the following: Failure to follow instructions may result in injury. READ AND FOLLOW ALL INSTRUCTIONS 1. WARNING - To reduce risk of injury, do not permit children to use this product unless they are closely supervised at all times. 2. CAUTION - This pump is U.L. listed for permanently installed pools and may also be used with hot tubs and spas 'rf so ma�lced. It is not U.L. listed for storable pools. A permanently installed pool is constructed in or on the ground and cannot be readily dis- assembled for storage. A storable pool is constructed so that it may be readily disassembled for storage and reassembled to its original integrity. 3. If installed within an outer enclosure or beneath the skirt of a hot tub or spa, adequate ventilation and free circulation of air must be provided to prev�nt overheating of the motor. 4. Use motor bonding lug to connect the motor with other bonding parts using a#8 AWG conductor as required by electrical codes. NOTE: If your pump is aquipped with a 3 it. (1 m) cord and twist lock plug, items 5 through 8 apply. 5. WARNINC�= Riskoi Electric Shock. Connect only to a gro.unding-type receptacle protected by a ground fault circuit interrupter (GFCI). Contact a qualified electrician if you cannot verify that the receptacle is protected by a GFCI. 6. Do not bury cord. Locate cord to minimize abuse from lawn mowers, hedge trimmers, and other equipment. 7. WARNING - To reduce the risk of electric shock, replace damaged cord immediately. 8. WARNING - To reduce the risk of electric shock, do not use extension cord to connect unit to electric supply; provide a properly located outlet. SAVE THESE INSTRUCTIONS GENERAL TIPS ON PUMP INSTALLATION Locate the pump as close to pool as practical and run suc- tion line as direct as possible. This cuts down on friction loss through pipe and fittings. Never overtighten pipe connections—use only pipe sealants formulated specifically for plastics, i.e., teflon tape, Permatex No. 2, etc. Suction line should have continuous slope from lowest point in line. Make sure suction joints are tight. Suction pipe should be as large or larger than discharge pipe. Damp, non-ventilated locations should be avoided. Motors require free circulation of air to aid in cooling. Insure that the electrical supply available agrees with the motor's voltage, phase and cycle, and that wire size is ade- quate for the HP (IMn rating and distance from power source. Motor must always be properly grounded. If cord connected, use only a properly grounded outlet. Electrical circuits must be protected by proper size ground fault circuit interrupter (GFCI) as required by applicable electrical codes. All electrical wiring must be performed by qualified person- nel, and must conform to local codes and regulations. STARTING AND PRIMING INSTRUCTIONS FII strainer housing with water to suction pipe level. Never operate the pump without water. Water acts as a coolant and lubricant for the mechanical shaft seal. Open all suction and discharge lines and valves, as well as air bleed (if available) on filter. (The air that is to be displaced from the suction line must have some place to go.) Failure to do so could cause severe personel injury and/or prop- erty damage. Turn on power and allow a reasonable time for priming. Fve minutes is not unreasonable. (Priming time depends on suc- tion lift and horizontal length of suction piping.) If the pump will not start, or will not prime, see TROUBLE SHOOTING GUIDE on back page. ELECTRICAL GUIDE - 60 CYCLE MOTORS - SINGLE PHASE MOTOR VOLTS CIRCUIT BREAKER BRANCH FUSETRON RECOMMENDED KW � HP RATINGS-AMPS RATINGS-AMPS WIRE SIZE 0-50' �'� .37 � 1/2 115 15 15 No. 14 .55 � 3/4 �� 5 15 15 No. 14 230 10 6.25 No. 14 75 � 115 20 20 No.12 230 10 9 No. 14 � � �_��2 115 30 30 No. 10 230 15 15 No. 14 1.55 2 115 30 30 No.10 230 15 12 No. 14 1,88 2-1/2 230 20 20 No.12 TROUBLE SHOOTING GUIDE A MOTOR WON'T START 1. Check for improper or loose connections, open switches or relays, blown circuit breakers or fuses. 2. Manually ch�k rotation of motor shaft for free movement and lack of obstruction. B. MOTOR CUTS OUT-Check for: 1. �ring, loose connections, etc. 2. Low voltage at motor (frequently caused by undersized wiring). 3. Binding and.ove�oad. (Amperage reading) NOTE: Youi Hayward pump motor is equipped with Automeac Thermal Overload Protecdon. The motor will automatically shut off, under normal conditions, before heat damage build-up, due to an improper operating condition, cen occur. The motor will aufo- restart when safer heat level is reached. C. MOTOR HUMS� BUT DOES NOT START- Check tor: 1. Govemor stuck in open position. 2. Open capacitor. D. PUMP WON'T PRIME 1. Make sure pump/strainer housing is filled with water and that cover gasket is clean and properly seated. Tighten hand nuts. 2. Make sure all suction and discharge valves are open and unobstructed, and that pool water level is above all suction openings. 3. Block off suction as close to pump as possible and determine ff pump will develop a vacuum. a. If pump does not develop a vacuum and pump has sufficient °priming wate�': 1. Tighten all bolts and fittings on suction side. 2. Check voltage to make sure pump is up to speed. 3. Open pump and check for clogging or obstruction. 4. ,Remove and replace shaft seal. b. If pump develops a vacuum, check for blocked suc- tion line or strainer, or air leak in suction piping. E. LOW FLOW-Generally, check Tor: 1. Clogged or restricted strainer or suction line; under- sized pool piping. 2. Plugged or restricted discharge line of filter (high discharge gauge reading). 3. Air leak in suction (bubbles issuing from retum fittings). 4. Pump operating underspeed (low voltage). 5. Plugged or restricted impeller. F. NOISY PUMP-Check for: 1. Air leak in suction causing rumbling in pump. 2. Cavitation due to restricted or undersized suction line and unrestricted discharge lines. Correct suction Fondition or throttle discharge lines, 'rf practical. 3. �bration due to improper mounting, etc. 4. Foreign matter in pump housing. 5. Motor bearings made unsenriceable by wear, rust, or continual overheating. SERVICE & REPAIRS Consult your local authorized Hayward dealer or service center. No pumps or motors may be retumed directly to the factory without the expressed written authorization of Hayward Pool Products, Inc. HAYWARD POOL PRODUCTS, INC. Hayward Paol Products, Inc. Hayward Pool Products. Inc. Hayward Pool Products Canada Hayward S.A. 900 Fairmount Avenue 2875 Pamona Boulevard 2880 Plymouth Drive Zone Industrielle de Jumet Elizabeth, NJ 07207 Pomona, CA 9176� • Oakville, Ontario L6H 5R4 B- 6040 Charlerai �Belgium) OO 1995 Hayward Priined in U.SA Jun 06 O1 12:��p. � ra� COV�R SH�CT Watsons �r � � 15450 CEDAR AVENUE APPLE VALLEY, MN 55124 ro:. _. .. . . . _ __..--- . COYIP.�N�': ^ � __�`JLt� F I20NI: WA1'SO. " INU(Y►DUAI.: (��1, .__ NUMBER{>F PA(:�S IhC1.UDIKG COVER _ SALES (952) 997-6000 SERVICE (952) 953-9696 952 997 6866 0 FAX (952� 997-6866 p.l �,S �tTY OF �RIDlEY � ... �-.. ... -, . . ��31 UlVIVERSITY AVE. N.E� � �. . � � �� "' � �SWIMMING POOL CONSTF:UCTION REQUIREMEN�D��,,� �� 438� The following information needs to be submitted to the City before a pool permit can be issued: 1. Number of skimmers approved by the National Sanitation Foundation. 2: Number of iniets of approved design for fresh and/or repurified water. 3",Snecfication sheet for the filter and pump that shall be approved by the N.S.F. and be � '� o`t sufficient capacity to provide a minimum tumover of at least two (2) times in 24 '�- hours. This department recommends a tumover rate of 6- 8 hours. 4. A deck of at least three (3) feet wide, measured from the pool waters edge� shall be provided which� extends completely around all private residential pools. Above ground private residential pools may be provided with decking of a minimum size of 4 feet by 4 feet at pool entry points and provided that such decking has the approval of the City. The decking and or pool must be at least three feet from the side or back lot lines or off from any easements. 5. Fencing or other effective means including but not limited to walls or buildings� acceptable to the City� shall be provided to positively control all access. to public and private residential swimming pools. Fencing shall meet the following criteria: a. The fencing shall prevent the entrance of children and be without hand or foot holds that would enable a person to climb over it. b. The fencing shall be at a minimum 6 feet high� maximum 7 feet� and entrances shall be equipped with self-closing and self-latching gates capable of being locked. c. Self-closing and self-latching devices shall be placed at the top of the gate or otherwise inaccessible to small d. The opening between the bottom of the fence and the ground or other surface shall be'not more than four inches. 6. An automatic chlorinator should be provided with a suitable test kit. 7. All electrical and plumbing installations shall be inspected and approved by the City. �� 8. All overhead electrical lines must be a minimum of 10 feet horizontally from the pool N, surface and 18 feet straight line distance from the waters edge. An altemative is to •. bury said lines. f` 9. The pool fill spout must be protected by a vacuum breaker or air-gapped. 10. Suitable safety equipment to include but not limited to a ring buoy and rope that is 1 1/2 times the pool diameter� and shepherds crook pole must be provided and maintained with the pool at all times. Furthermore� these and any other requirements must meet the provisions of the Fridley City Code� Seation 115� Swimming.pools. . . Jun 06 O1 12:44p Watsons a°�a�� . H dr�ulics ,� y THE BASICS OF PUMP/FILTER SIZING � � � Friction Loss (cotnin�edJ 0. Fricdon Lo�s (Vacuum) in. mercury x 1,13 ft. of water = ft. of weter taa�uum reedingJ ftotal resis[e�e — vac�uml or COMMON HEAD LOSS FACTORS Uacuum (At Pump)–Assumes 2' suction line, notto exceed 40' long, minimel fittings, one �1 i 2` valve and full-rated pumps. 3/4 H.P. Pump – 4.5 to 5.5 ft. of wrster �1'fi H.P. Pump –10 tn 125 ft. of water 1 N•P• PumP – 7 to 9 ft. of waber 2 H.P. Pump –13.5 to 16 ft. of wate� Tntal Resis(ancrs /VacaumJ: 9 R of water (exisNAg 1 N,p, pumpJ 8. Friction Loss (Pressure) � n P.S.I. x 2.31 ft. of headJP.S.I. _.Z .1(� ft. oF head Ifiltor-deanl Itotal resistat�e — P��! Teta/ Resistaace (PreasureJ;10 P.S.l. x239 = Z? It. o�haad C. Total Dynamic Head � 2' S ft. of water fi�3 •(� ft. of head = 3�T •�o ft. of head (tal�l reSistance (tot�l resismnce �mtal ►esismrxre -vewuml -prassiue! m nuw� lotal Resistaace to flowr. 9ff. of weter�Z�If. ofhead = 3'11t ofhead Note: the table below provides a maximum flow (GPM) through 1'fr° and Z" PVC pipe wlthout exceeding the maximum standards for velocity (ft./sec.), i.e., suction lirte (e ft/sec.j and retum line (10 ft./sec.j. Pipe Size IPUC) Suctinn Line Retum line � h� 50 GPM 65 GPM z� 8G GPM 105 GPM Re-Cep We now have all oi the information necessary to select the proper site pump and/or filter. To re-cap, enter ttie final calculations fram the previous three sections in the spaces �elow, which will serue as our raad map to sizing: Pool Capacity � � i (o gallons Tumover Rate — �� gallons per minuie (GPM) Friction loss 3�• (Q ft. of head Pool capaciryr. Z1,12d gallons Tumover rete: �5 GPM kiction loss: 3Z►t ol head 952 997 6866 p.3 4A. Pump Sizing Slflce the one and nnly funcfion af the pump is tv overcome the total resistance to flow in the system, pmper selection is af utmost importance. A pump's performance data is provided in GPM (output� vs. Feet of Wead (resistanceJ. See the table below, far example. The specific performance data for Haywerd pumps cen be found in lhe Pump Section, pages 5 to 11. Perfvrrnance Data — Pumn Pump Output (GPMJ vs. Tocal Resistanca To Flow Model No. Model No, iFeet of Head) Mex Rated Full Rated 20 ft 30 ft 40 ft 50 (t GO ft S�7i�0i�.�1 Fk AC ye arwu�ni S�zso%i�io srz�o7 �( SP2610X15 SPZ610 SP2615X20 SP2615 SP2621X25 SP2621 Select SPZ605X7 Note: A/ways move op fo nexr leve/ of resisfance (i.e., �l to 40 /t of 6eadJ, arrd speci/y tlie pump that exceeda the tumover rete required (i.e.. 47 vs. 35 GPMJ. �B. F�Iter Sizing A filter, be it D.E., sand or cartridge, has e Design Flow Rate (in Gallons Per Minute – �PMj, as well as a Tumover Rate jPool Capac+ty in GaNuns►. See the table below, for example. lhe spec�c performance data for Heqvuard filters is providetl in the filter seC�on. pages 14 to 31. Pertonnance pata — Sand Filter Select S210T fminimuml ro edequstely /ilt+er pool (i.e., 44 vs. 35 GPM tumot+�r�ete,• will6andle pnols up to 21,1711 gallons in 8 hoursl. One edditionef tactor to consider in filter sizing is be�er Ioad. 8usier pools r�quire lerger fllters, p�so, larger (ilters proyide IonBer cyc[es. reducing tl�e everyday maintenance required by the consume� during the pool seeson. Swnmary Using the information in the re-cep section above, based upon your calcula- tions, choose the desired pump and/or filter model, then select the proper size camponent to meet the needs of tlte installation. It is important tu remember that your Turnover Rate calculation is keyed directly to a specific Total Dynamic Head calculation fi.e., GPM vs. Fear of Head). If you increase or decrease your GPM for any rsason, your resistance wifl increas�e or decrease respectively. Hs11NVARD I � Jun 06 O1 12:44p Watsons 952 997 6866 p.4 a�. Nydra�lics � � TH� BASICS OF PUMPJFILTER SIZING Hydraulics is the study and understanding of the behavior of liquids at rest and in motion. We are concerned with water, and the following characteristics of our application: 1. How much water do we have jPool CapacityJZ 2. How fast do we wa�rt to move the water (Tumover Ratel? 3. How much resista�e will this water mest avhile moving through the system IFriction Lossj? 4. How will we overcome ihis resistance (Pump/Filter Siringl? Following are step-by-step instructions to answer these four questions, and, ultimatelr, determine the proper size pump or filter for virtually any aftermarket installation. Below each step is a calculatian based on the following example:l6 fi. b� 32 ft. rectangular pool. 3 ft, to $ tt. deep. ExiSting 1 H.P. pump; filter geuge reads 10 P.S,I. (cleen), 9. Pool Capacity To deteRnine total gallons, we must first calculate the surface area of the pool in square feet: A. Surtace Area A � B R Area =(A+8)x L x.48 Area = R x R x 3.1 d ft.� Isurfar� arca� Surlac� Qrea:161f. x 3Z /t. = 5121t' L w Area=LxW Next, multiply the sqi�r� footage by averaga dapih ta determine the approximate cube of the pool� B. Average Depth ( ft. + ft. ► = 2 = ft. I�NUrsheltow erd) (dePth•deap and) tararage depth) Average Depth: (3It t 8 ft.) -2 =�5 ft C. Cube ft z x tt. = ft3 (sudacearea) (eveiagedeWhl isuhel Cube: 5f2 ft' x 5.51i =�816IL' Then, multiply the pool's approximate cube by 7.5, which represents the number of gallons of water in one cubic foot D. Ppol �a�astty ft'x7.5gallons/ft3= gallons i�l i�� a+�vl Poal Capacity: $B96 ft' X 7.5= 21, f� gallons � � HAYWAR� � Some of the more common pool sizes ere: °dva.rage Dapd�: 4 Fcot In- round ze Gallons* 12' X 24' Rectangle 11,880 16' X 32' Rectangle 21,120 18' X 36' Aectangle 26,730 20' X 40' Rectangle 33,000 'Avarege Depth: 5 M FeQt Use these as a general guide lu delermine the pump and filte� saes necessary ta properly tum the pool water over in an 8-12 hour period. 2. Turnover Rate Once the pnal's capacity has been calculated, the next step is to determine how fast the water must be circulated in Gallons Pe� Minute (GPM), to meet reasonably clean, sefe water stendards. The recommended minimum standards for swimming pools are not less than the flow rate to provide one (1) full wmover of the pool eaery twelve i121 I�ours. However, an eight (8) -'"1 to ten i10) hour rate is quite common: A Turnover Rete in Galluns Per Hour (GPN) I �l � � � gallons = � hours = 2 �� GPH (paal cepacttyi � �desired t�miowr time) hupwver rate - gallona per hour) Tnmover rate: 2i,1Z0 ga►fons � f0 hovra = Z 112 galloas per hour B. Turnover Nate in Gelloas Per Minute (GPM) ZQ(° Z- gallons/hour = 60 minutes =� GPM (hl In4NB� tJtB - (Nmoa� ratd - gallais per ho�u) gaUuns P� minule) Tumoverrate: Z112gaNnnsperbour=6D=35GPM 3. Friction Loss Everything that the water must pass through within the recirculating system — plumbing and equipment — creates resistan�e, or Head Loss. The sum of all the resistance is called Total Dynamic Head, and is measured in Fset of Head. Often, we are unable to determine the total amount of pipe and fittings in an e�usting installation...it's u�ergmund. Tharefora, what follows is a simplifiad "rule-of-thumb° means of determinim� Total Dynamic Head. We will need to add the resistance from the vacuum IsuctionJ side of the pump, see A on r�ext page, (measured in inches of inercurp with a vasuum gauge; one (1) inch of inercury =1.13 feat af waterl; to the resistance on the pressure side of t�e pump, see B on nexi page, (measured in pounds per square inch — as read from the pressure gauge on the Flter when clean; one (1 } p,S.l. = 2.31 feet of head), to determine Total Oynamic Head, see C next page. � Typicelly, a vacuum reading will not be available; therefore, ihe table below pravides Common Hcaad luss Faccors for today's high-efficier�cy pumps. 165937 INSPECTION REPORT C�TY OF FRIDLEY MINNESOTA ADDRESS OWNER BUILDER DATE "� I � � ( � �� TIME � j INSPECTION REPORT DATE REPORT �� If no corrections are listed above, approval is hereby given to proceeds. You will be in violation of the ordinance if you do not call for the proper inspections and make corrections as called for. Building Inspections '" 763457�-�604 DATE� SIT'E ADDRESS _ TfiIS APPLICANT IS: PROPERTY OWNER/ TENANT CONTRACTOR SUBMIT A COPY OF YOUR STATE LICENSE WITH APPLICATION EUILDING RESIDENTIAL APPLICATION CITY OF FRIDLEY E-MAIL 0 OWNER Pernut No.: Received By: Date��l: m�nn�so+a,-rusev• c�►-r, STATE LICENSE # o� %%3 � FJ� DATE ��/ ADDRESS:_ SSSB -C�`'� CTfti PHONE qSZ • 93� •�(�[� q F� �sz • 93�5 • 9s PROPERTY TYPE '� ❑ PERMIT TYPE q 0 BASEMENT FINISH ❑ DECK �rYrE oF woRx: DESCRIBE WORK BEING DONE: SIZE OF IlVVIPROVEMENT OFSQUARES GARAGES PROPOSID SIZE: PROPOSED HEIGFi1': SIDING ❑ Vinyi ❑ Atvminum n och� wnvnows iN E3�STIIJG OPENINGS Yes �Wo OR FOR NEW OPENINGS-DFSCRBE SIZE OF OPENING CHANGES & CONSTRUCTIOt•i 0 ROOF 0 SIDIIdG � SWIlVIM ❑ REMODELII�TG ❑ HOUSE ONLY ❑ HOUSE & GARAGE ❑ A'ITACI�D GARAGE ❑ DETACI�D GARAGE �Soffit ❑ Trim ❑ F��sa • � • • �� " � I _� �1/L-- O DRAIN TtLE ❑ OTF�R ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF I (USING TAE 1997 U.B.0 FEE SCHEDULE) TOTAL JOB VALUATION $ �a �3 ' °� OCCUPANCY Permit Fee Plan Review Fire Surcharge Surcharge LicenseSurcliarge SAC Charge Curb Cut Escrow Erosion Contro! Park Fee Sewer Main Charge 'ATE ZIP A� � 553`�3 F� BASEMENT REMODELING SUBMIT: 1. Existing Floor Plan 2. Proposed floor plan 3. List of structural members to be used FOR NEW CONSTRUCTION INCLUDING DECKS, ADDITTONS. & PORCHES SUBMIT: 1. Site Plan/Survey showing the existing struclures ana prop� pro�ec�. 2. Two sets of constrvction plans 3. Ener�y Calculations AND MATERIALS: $/a .� See Back Page for Fee Schedule $ 65% of Buildfng Pertnit Fee $ s. .001 times the total job valuation ' $ ,.2 , (� �, .0005 x Permit Valuation Minimum $.50 $ �� d[� $5.00 (State Licensed Residential Contra.otors) $ $1550 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 c6ecks payable to: Citv of Fridlev Attach THIS IS AN APPLICATTON FOR A PERMTf-NOT VALtD UNTIL PROCESSED I hereby apply for a building permit and I acl�owledge 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 pertnit 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 which re ues ev' and a r val of plans. � SIGNATURE OF APPLICANT • PRIN'f NAME � �/ 4-J DATE ��` ;� Pa.ge 2- Building Residentiat Applica.tion BUII..DING PERMIT FEE SCHEDULE sr .�` The Chief Buildi�.g Official � sha11, before issuing per��its . for ,the eerecbion ,of any bni�ding or structure, or for any addition to any existing building or structure, or for any alteration or repair to any existing buildi.ng or structure, upon application therefore, require the payment by the applicant for such perm.it of fees to the amount herein below set �orth and in the manner herein provided to-wit: A VERIFICATION OF FOUNDATION Permits for constraction 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 Certificaxe of Survey of the lot, showi.ng the location of the existing found.a.tion will be required before proceeding with the framing. New Houses Onlv City of Fridley � _ __ _ __ __ _ -- -- �:ildt�g �eetions De�-artment - -- _ 6431 University Avenue NE � Fridley, MN 55432 763-572-3604 Fax: 763-502-4977 Building Inspections 763-572-3604 SITE ADDRESS // � / THIS APPLICANT IS: PROPERTY OWNER/ TENANT CONTRACTOR SUBMIT A COPY OF YOUR STATE LICENSE WITH APPLICATION PROPERTY TYPE FERMIT TYPE �rYrE oF woiuc: BUILDING RESIDENTIAL APPLICATION CITY OF FRIDLEY �` MAIL ADD ^ S �� ❑ OWNER �CONTA NAME: ADDRESS: � / ' i� - PHONE: �� ° � NAME: . � � STATE LICENSE #� aDDxESS: �C7 � / PHONE % �^� �P � � E DATE a FAX �i ��— O ADDITION O GARAGEJSHED � BASEMENT FINISH �ROOF ❑ DECK O SIDING ❑ SWINIMING POI DESCRIBE WORK BEING DONE: SIZE OF IMPROVEMENT �tOOFING NUMBER OF SQUARES � GARAGES PROPOSED SIZE: PROPOSED I�IGHT: SmING ❑ Vinyl ❑ Aluminum � Other R'INDOWS IN EXISTING OPENINGS ❑Yes ONo OR FOR NEW OPENINGS-DESCRIBE SIZE OF OPENMG CHANGES 8c TYPE OF WIl�(DOW TO BE WSTALLED AIR ❑ REMODET.WG LENGTH ❑ HOUSE ONLY �'HOUSE & GARAGE ❑ ATTACHED GARAGE 0 DETACHED GARAGE ❑Soffit ❑ Trim ❑ Fascia LOCA110N OF WINDOWS ALL FEES ARE BASED ON VALUA' (ITSING TOTAL JOB VALUATION $ �] Permit Fee Plan Review Surcharge License Surcharge SAC Charge Curb Cut Escrow Erosion Control Park Fee Sewer Main Charge Total Dne $ .� t�� $ $ $ $ $ $ 1u1 I � ❑ DRAIN TILE ❑ OT[�R Pertnit Received By• '��Y- Da�d: S �a�&�rn 5..� �� ATE� Z� � �� Ft. BASEMENT REMODELING SUBMIT: 1. Existing Floor Plan 2. Proposed floor plan 3. List of strucwral members to be used FOR NEW CONSTRUCTION INCLUDING DECKS, ADDTfIONS. & POItCHES SUBNIIT: 1. Site Plan/Su�vey showing �e existing structures and proposed project 2. Two sets of conshvction plens 3. Energy Calculations UMBER OF WIN�WS I , INCLUDING THE COST OF LABOR AND MATERIALS: 1997 U�C�E SCHEDULE) > �` � � OCCUPANCY TYPE See Back Page for Fee Schedule 65% of Building Permit Fee .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 aavable 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 he in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application or a permit and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of all work wh h requir r view and approval of plans. SIGNATURE OF APPLICANT PRINT NAME �}-� f� DATE �� Page 2- Building Residential Application BUII.DING PERNIIT FEE SCHEDULE The Chief Building Official sha11, before issuing permits for the erection of any building or structure, or for any addition to any existing building or struct�re, or for any alteration or repair to any existing building or structure, 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 tawit: 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 $25,001 to $50,000 $391.25 for 1�` $25,000 plus $10.10 for each addirional$1,000 or fra.ction, to and includin $50,000 $50,001 to $100,000 $643.75 for 1$50,000 plus $7 for each additional $1,000 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 includin $500,000 $500,001 to $1,000,000 $3,233.75 for the 1�` $500,000 plus $4.75 for each additional $1,000 or fracrion to and includin $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 fraction VERIFICATION OF FOUNDATION Pernuts 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 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 Department — �-- Fridley, MN 55432 763-572-3604 Fax: 763-502-4977 Building Inspections 763-572-360� nA� y � D g SIT'E ADDRESS � TfiIS APPLICANT IS: PROPERTY OWNER/ TENANT CONTRACTOR SUBMIT A COPY OF YOUR STATE LICENSE WITH APPLICATTON LUILDING RESIDENTIAL APPLICATION CITY OF FRIDLEY YOUR ❑ OWNER 0 STATE LICENSE PHONE q5Z • 935 • �lote g PROPERTY TYPE I ❑ sINGL� ❑ TWO F. PERMIT TYPE �rYrE oF woRx: � BASEr�NT FINISH ❑ DECK DESCRIBE QVORK BEING SIZE OF IMPROVEMENT EXP DATE � ROOF ❑ 3IDING ❑ SWIIvIlVID�IG POOL ❑ ADDTfION O REMODELING Z ) wi/l�DCc� LENGTH Pernut No.. Received .,•, �l m i n n�Sv+a.- ��,seo • e v m ' STATE ZIP asz � 93s � 9s�y SIZE STORIES DOWS � DRAIN TILE ❑ OTf�R- - NUMBER OF SQUARES 0 HOUSE & GARAGE GARAGFS ❑ A1TACi�D GARAGE PROPOSID STZE: � DETACf�D GARAGE PROPOSID HEIGHT: SIDING O Vinyl �Sofft 0 At�uninum O Trim D p�� ❑ Faccia wnvnows Il�f E3QSTMG OPENINGS Yes �No �!Q N� O�F� S OR FOR 1�1EW OPENIIdGS-DESCRIBE S7ZE OF �LQIl7M.�/1 i /1 OPEATING CHANGES & � TYPE OF WII�IDOW TO BE INSTALLED NUNlBER OF WII�TDOVdS ALL FEES ARE BASED ON VALUATION, INCLUDING THE COS OF ([1SING THE 1997 U.B.0 FEE SCHEDULE) TOTAL JOB VALUATION $ I �� o I— OCCUPANC' Permit Fee Plan Review Fire Surcharge Surchazge License Surcharge SAC Charge .. Curb Cut Escrow Erosion Control Park Fee Sewer Main Charge Total Dne �"`� 5s3�3 BASEMENT REMODELWG SUBMIT: 1. Existing Floor Plan 2. Proposed floor plan 3. List of struchual members to be used FOR NEW CONSIRUCTION II�TCLUDING DECKS, ADDITIONS. & PORCHES SUBMIT: 1. Site Plan/Survey showing the existing structxues and proposed project 2. Two sets of comKruc6on plans 3. Energy Calculatio� AND MATERIALS: $ -r�'1(�j See Back Page for Fee Schedule $ 65% of Building Petmit Fee $ .001 times the total job valuation � $ .0005 x Permit Valuation Minimum $.50 $ �� $5.00 (Sta1e Licensed Residential Contractors) $ $1550 per SAC Unit (Plans to MWCC for determinaxion) $ ft+6ft= ftx$21=$ $ $450 Conservation Plan Review $ Fee Determined by Engineering $ Agreement necessary ( ) Non Necessary ( ) $ D�_ Make checks oavable to: Citv of Fridley Attach TFIIS IS AN APPLICATION FOR A PERMIT-NOT VALID UNTIL PROCFSSED 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 aad 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 pe and w is not to start without a permit; that the work will be in accordance with e approved plan in the case of all work which req s re�ie a of plans. � r/,� ,/ �� SIGNATURE OF APPLICANT � • RINT NAME � V V (`' Page 2- Building Residential Application � BLTII.DING PERNIIT FEE SCHEDULE The Chief Building Official shall, before issuing permits for the erection of any building or stru.cture, or for any addition to any existing building or structure, or for any alteration or repair to any existing building or structure, upon application therefore, require the payment by the applicant for such perm.it of fees to the amount herein below set forth and in the manner herein provided to-wit: VERIFICATION OF FOUNDATION Permits for constraction 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 constnzction site. A Certifica.te of Sttrvey of the lot, showing the location of the existing foundation will be required before proceeding with the framing. New Houses Onlv City of Fridley _ - --_. __ - Bvilctinginsp�tians �epartment 6431 University Avenue NE Fridley, MN 55432 763-572-3604 Fax: 763-502-4977 � Building Inspectio,�s 763-572-3604 � 763-502-4977 FAX DATE� SITE ADDRESS THIS APPLICANT IS: PROPERTY OWNER/ TENANT CONTRACTOR SUBMIT A COPY OF YOUR STATE LICENSE AND CERTIFICATE OF INSURANCE PROPERTY TYPE PERMIT TYPE TYPE OF WORK: DESCRIBE WORK BEING -� BUILDING Permit No.: _�y3� RESIDENTIAL APPLICATION Received By: _ CITY OF FRIDLEY D �,� � T EFFECTIVE 1-I-09 ; YOUR E-MAIL ADDRESS C��L'Jl�o1lL� ��Di"Mu •`� CD � , i �� OWNER OCONTRACTOR � ADDRESS: � I`� t��'(V'�4 Xs v L. �}� � CITY �( . d�t? �/ STATE �1I� ZIP S$�4 �� PHONE: �% 4 �i `�i �%�,' � 4� STATE LICENSE # EXP DATE ADDRESS: CIT}'— PHONE F� �MGLE FAMILY/IVEW CONSTRUCTION SIZE �7Dp ❑ TWO FAMILY/hiEW CONSTRUCTION STORIES .�- ❑ BASEMENT FINISH ❑ ROOF �DECK ❑ SIDING ❑ SWIMM ❑ NEW HOME CONSTRUCTION ❑ ADDTf10N ❑ iv[p(hTTEt•ipi•!CE/REppIR .�,REMODELING G� .��. �_ �� ❑ WINDOWS ❑ DRAIN TILE ❑ OTHER 'ATE ZIP `� SO FT ROOFING ❑ HOUSE ONLY �ASEMENT REMODELING SUBMIT: NUIvIBER OF SQUARES ❑ HOUSE & GARAGE 1. Existing Floor Plan GARAGES , ❑ ATTACHED GARAGE 2. Proposed floor plan PROPOSED SIZE: ❑ DETACHED GARAGE 3. List of swctural members to be used PROPOSED HEIGHT: _ FOR NEW CONSTRUCTION INCLUDING DECKS, SIDING— -- — - - -- - p n1�1TIONS & PORCHE3 SUBMIT: p V�y� OSoffit �, Site plan/Survey showing the existing structures p p�� ❑ Trim and proposed project. p pth� ❑ Fascia 2. Two sets of construction plans R'INDOWS 3. Energy Calculations ; IN EXISTING OPENINGS ❑Yes ONo LOCATION OF WINDOWS OR FOR NEW OPENINGS-DESCRIBE SIZE OF OPENING CHANGES & TYPE OF, WIl�IDOW TO BE INSTALLED NUMBER OF WINDOWS ALL FEES ARE BASED ON VALUATTON, INCLUDING THE COST OF LABOR AND MATERIALS: (USIN THE 1997 U.B.0 FEE SCHEDULE) TOTAL JOB VALUATION $ �`%� � OCCUPANCY TYPE Permit Fee Plan Review Fire Surcharge Surcharge License Surchazge SAC Charge Curb Cut Escrow Erosion Control Park Fee Sewer Main Charge Total Due $ $ $ $ $ . , , r. 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) $2000 per SAC Unit (Plans to MWCC for determination) ft+6ft= ftx$22=$ $450 Conservation Plan Review Fee Determined by Engineering Agreement necessary ( ) Non Necessary ( ) Make checks payable to: City of Fridley Attach THIS IS AN APPLICATION FOR A PERMIT-NOT VAL[D UNTIL PROCESSED I hereby apply for a building permit and I aclaiowledge that the information above is complete and accurate; that the work will be in conforma.nce with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that 1 understand this is not a pernut but only an application for a�ermit and work is not to start without a permit on site; that the work will be in accordance with the approved plan in the case of all wQ� v�iic �ires review and approval of plans. /��0. �, SIGNATURE OF APPLICAN'f NAME �I �� 5 DATE � � � t� �� Page 2- Buildang Residential Application 0 BUILDING PERMIT FEE SCHEDULE �. 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 existing building or structure, 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: VERIFICATION OF FOUNDATION Permits for construction will be issued a minimum of 24 hours from the time of application to a11ow for proper review of proposed structure and of the construction 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 Department 6431 University Avenue NE Fridley, MloT 55432 753-572-3604 F�: 763-502-4977 The Home Depot # 2802 5650 MAIN ST, NE, FRIDLEY, MN 55432 (7�3)571-9600 Wed Jun 17 17:30:38 2009 This Project cannot be priced because not all materials are carried in stock. See Store Associate for prices on non-stock items shown in Bill-of-Materials. JOHN HARMS 4'S" 213233 Deck Layout s , a� � -- � �� ' � IN� W� IM I IJ 3 � e l. � � MPt , � �� l(� -� � S �c�`''� ' . _ s�i � � � Q� � �2 �� ) <� �� ^ - � � ��c.�c � — — -- C °` `°_'�j �� tYL ilS�� °-�'� t ° — — �� P1°`�S _ � �N �� h�� S��c °rt c�s� � u�.� , � t`c� N �tt�t� �'� ! `� ; � ,� , u2� r.�, � s�-��t 3 - �.� c�, � �� g ptr -�� leC � �}a� � � , �ilvwn�N��1 � � � �� L � �� . � •The Home Depot # 2802 5650 MAIN ST, NE, FRIDLEY, MN 55432 ^(7�3) 571-9600 tlWed Jun 17 17:30:88 2009 This Project cannot be priced because not all materials are carried in stock. See Store Associate for prices on non-stock items shown in Bill-of-Materials. JOHN.HARMS 4'5" 213233 Post Layout for Deck 1 1�. 12' � Deck li �'jVt �V` 1 �� .e. �J � � � . a.. �� i � C�� S� S,K � V s�IbS z , c� y��. �. -z u t�'' � N�i � � c��-� � �-� I (� oC �� 5' 4" - i w i i i _ L--------------------------- BasePoint; � _� 12' � f bs �s Z�� N►��S � ,� � , _ ,►- - �. �� , � !� r�. ' a� 1� t �� Cs��° �� y 'l � The Home Depot # 2802 5650 MAIN ST, NE, FRIDLEY, MN 55432 (763) 671-9600 Wed Jun 1717:30:38 2009 This Pr�ject cannot be priced because not all materials are carried in stock. See Store Associate for prices on non-stock items shown in Bill-of-Materials. JOHN HARMS 4'5" 213233 Deck Dimensions for Deck 1 Joist Spacing = 16 in. o.c. Baluster; Spacing = 3 3/4" Toe Spac;ing = 3 3/4" Railing �Height = 36" The Home Depot # 2802 5650 MAIN ST, NE, FRIDLEY, MN 55432 (763) 571-9600' Wed Jun 1717:31:12 2009 JOHN HARMS 4'5" 213233 Construction Spec�cations deck 1: Construction Method = Beam on Top of Post Footing Type = Pier In-Ground Live Load = 40 Dead Load =10 Decking Spacing = 0 1 /4" Joist S ac' _ " � eam S acin =120" � 0 ost 'pacing = 84" Decking = 5/4X6 Thompsonized Southern Pine No. 2 Beams = 2X10 Treated Southern Pine No. 2 Joists = 2X10 Treated Southern Pine No. 2 Posts =�eated Southern Pine No. 2 Deck Height =108" Diagonal Bracing = No Deck Skirt = No Joist Overhan� Beam Overhan� Decking Deflection Factor = 360 Joist Deflection Factor = 360 Beam Deflection Factor = 360 Pref Decking Size = ML5/4x6 Pref Joist Size = NONE Pref Beam Size = NONE Pref Post Size =.NONE Stair 1: Step Width = 36" Step Height = 16" Step Rise = 8" Step Run =11" Stringers = 2X12 Treated Southern Pine No. 2 Risers = 5/4X6 S/OWalnut Veranda Decking Treads = 5/4X6 Thompsonized Southern Pine No. 2 Railing 7: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" Railing 8: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" Railing 1: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" Railing 2: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" Railing 3: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" nThe Home Depot # 2802 5650 MAIN ST, NE, FRIDLEY, MN 55432 �763) 571-�QO , '�IVed Jun 1717:30:38 2009 This Project cannot be priced because not all materials are carried in stock. See Store Associate for prices on non-stock items shown in Bill-of-Materials. JOHN HARMS 4'5" 213233 Post Layout for Deck 2 � i r i i i i i . i I I I I I i i i ----------------� ------------------•---•--------13'--- BasePoint i i i �N 4' 2"—� ----------------3 �� Dec N N O q � 2 �� , � N � m The Home Depot # 2802 5650 MAIN ST, NE, FRIDLEY, MN 55432 (763) 571-9600 Wed Jun 1717:30:38 2009 This Project cannot be priced because not all materials are carried in stock. See Store Associate for prices on non-stock items shown in Bill-of-Materials. JOHN HARMS 4'5" 213233 De 13' � Joist Spacing = 16 in. o.c. Baluster Spacing = 3 3/4" Toe Spacing = 3 3/4" Railing Height = 36" The Home Depot # 2802 5650 MAIN ST, NE, FRIDLEY, MN 55432 (763) 571-9600' Wed Jun 1717:31:46 2009 JOHN HARMS 4'S" 213233 Construction Spec�cations deck 2: Construction Method = Beam to Side of Post Footing Type = Pier In-Ground Live Load = 40 Dead Load =10 Decking Spacing = 0 1/4" Joist Spacing =16" Beam Spacing = 53" Post Spacing = 36" Decking = 5/4X6 Thompsonized Southern Pine No. 2 Beams = 2X10 Treated Southern Pine No. 2 Joists = 2X10 Treated Southern Pine No. 2 Posts = 4X4 Treated Southem Pine No. 2 Deck Height = 84" Diagonal Bracing = No Deck Skirt = No Joist Overhang = 0" Beam Overhang = 0" Decking Deflection Factor = 360 Joist Deflection Factor = 360 Beam Deflection Factor = 360 Pref Decking Size = ML5/4x6x8 Pref Joist Size = NONE Pref Beam Size = NONE Pref Post Size = NONE Railing 4: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" Railing 5: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" Stair 3: Step Width = 36" Step Height = 761/4" Step Rise = 7 5/8" Step Run =11" Stringers = 2X12 Treated Southern Pine No. 2 Risers = 5/4X6 S/OWalnut Veranda Decking Treads = 5/4X6 Thompsonized Southern Pine No. 2 Railing 9: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" Railing 10: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" Railing 6: Railing Height = 36" Baluster Spacing = 3 3/4" Toe Space = 3 3/4" The Home Depot # 2802 5650 MAIN ST, NE, FRIDLEY, MN 55432 (763) 571-96U� 6/1 ?/2009 JOHN HARMS 4'5" 213233 Materials for Deck: Qty UOM SKU Use 46 EA 226573 Balusters 1 EA 155465 Beam 1 EA 255709 Beam 2 EA 255957 . Beam 12 EA 167929 Bottom Rail 25 EA 159091� Decking 3 EA 167894 Decking 1 EA 168768 Decking 13 EA 168768 H Top Raii 1 EA 255709 Joist 11 EA 255781 Joist 1 EA 255957 Ledger 2 EA 258552 Post �EA 601021 Post 3 EA 256276 Railing Post 1 EA 155465 Rim Joist 1 EA 255709 Rim Joist 2 EA 255781 Rim Joist 1 EA 255957 Rim Joist 3 EA 155959 Stair Stringer 1 EA 255974 Stair Stringer 8 EA 167894 Step Tread 13 EA 167929 Vert Bottom Raii 13 EA 167929 Vert Top Rail Standard Materials: NOSKU, Standard Deck Materials 12 EA 865889 2x10 Joist Hanger �'.yT� EA 209715 4x4 Post Foot Brkt 7 EA 927708 7 EA 538892 Anchor Nut 7 EA 538981 Anchor Washer 8 EA 544208 Beam Bolt 4x4 8 EA 538892 Beam Nut 8 EA 538981 Beam Washer 35 EA 169765 Conc Pier In-Gnd 2 EA 439398 Flashing 1 PK 462810 Hanger Nails 2x10 1 EA 454141 Joist Framing Nails 13 EA 538981 Lag Bolt Washer e EA 928607 Ledger-Bolt - EA 544208 Rail Post-Bolt 44 EA 538892 Rail Post-Nut 44 EA 538981 Rail Post-Washer Decking: OPTMAT, Thompsonized Southern Pine No. 2 1 EA 221631 Deck Screws 1 EA 735002 Fascia Screws 5 EA 155399 Fascia Board The totai cost of in stock Fnaterials is $2134.91 plus tax. Description 2X2-8FT. D/BTR GREEN CEDAR S4S 2X10-8 #2 PT 2X10-10 #2 PT 2X10-16 #2 PT 2X4-8 PT #2 PRIME WEATHERSHIELD 5/4X6-16 PT PREM WEATHERSHIELD 5/4X6-10 PT PREM WEATHERSHIELD 5/4X6-8 PT PREM WEATHERSHIELD 5/4X6-8 PT PREM WEATHERSHIELD 2X10-10 #2 PT 2X10-12 #2 PT 2X10-16 #2 PT 4X4-16 #2 PT 6X6-8 #2 .60 4X4-8 #2 PT 2X10-8 #2 PT 2X10-10 #2 PT 2X10-12 #2 PT 2X10-16 #2 PT 2X12-12 #2 PT 2X12-8 #2 PT 5/4X6-10 PT PREM WEATHERSHIECD 2X4-8 PT #2 PRIME WEATHERSHIELD 2X4-8 PT #2 PRIME WEATHERSHIELD LUS210Z DOUBLE SHEER HANGER Z-MAX PB44Z 4X4 POST BASE Z-MAX CARRIAGE BOLT GALV 1/2 X 6 HEX NUT GALV 1 /2 FLAT CUT WASHER GALV 1/2 CARRIAGE BOLT-GALV. 1/2 X 8 HEX NUT GALV 1/2 FLAT CUT WASHER GALV 1/2 80LB. QUIKRETE CONCRETE MIX DECK LEDGER FLASHING WHT GALV 8FT 10D JOIST HANGER NAILS 16D 3-1 /2" HOT GALV BOX 5 LB FLAT CUT WASHER GALV 1/2 LAG SCREW GALV 1/2 X 6 CARRIAGE BOLT-GALV. 1/2 X 8 HEX NUT GALV 1/2 FLAT CUT WASHER GALV 1/2 DECKMATE SCREW, GREEN, 3 IN, 25L6 DECKMATE SCREW, GREEN, 2-1/21N, 5LB 1X6-12 PT APPEAR WEATHERSHIELD This Price does not include any Special Order Items. Please see Store Associate to adjust the design or to price and order items. This. estimate was created on 6/17/2009 and is valid for 3 business days. Parameters from UBC.cod parameter file. Parameters used for Deck 1: 40 psf live load, 48 inch footing depth. Parameters used for Deck 2: 40 psf live load, 48 inch footing depth. .� WARNING: THIS IS NOT A FINAL DESIGN PLAN. VARIATIONS IN BUILDING CODES, SPECIFIC ARCHITECTURAL CONSIDERATIONS, OR SITE CONDITIONS MAY REQUIRE CHANGES TO THIS DESIGN. YOU ARE RESPONSIBLE FOR THE FINAL STRUCTURE, CODE VERIFICATION, MATERIAL USAGE, AND STRUCTURAL SAFETY OF THIS DESIGN. BE SURE TO CHECK AND VERIFY THE DESIGN WITH YOUR LOCAL ARCHITECT AND BUILDING INSPECTOR. THE COMPAfVY ASSUMES ABSOLUTELY NO RESPONSIBILITY FOR THE CORRECT USE OF THIS PROGRAM. ALL OUTPUT SHOULD BE EXAMINED BY A QUALIFIED PROFESSIONAL TO DETERMINE IF THEY ARE REASONABLE AND ACCURATE.