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AF - 35843� * � * PION6�F�i � ene neer ** �* / � . uwu �uKVEY�ORS • pNL E LWD PLANNERS . �/�pSpppE i.� -JU �.[Y- /3- 2422 Enterprise Driva Mendota Heighta, MN 55120 (651) 681-1914 FAX:681-9488 625 Highwoy 70 N.E. Bloine, MN 55434 (763) 783-1gg0 FAX:783-1883 Certifica te of survey for: BRICKNER B UILDERS House Address: _ Bacon Drive qoz.9 3 �� !�o � o^ 0 Z 9oi.y 1 vacant S89°54'26"E 3.3,133.27 r---------------- �z i m � > o �' P� � N � � m I p° � � o i — a i � � . I � � I 4� � � i i � ,z � � � �---------------- yo�.� ��.��.� �fap oc P.pa. � _� , .- � 9oz.42 —�I h 41.50 '' ________1 �! � �ma.s i _�� , � oa��8 N � ~_ I rc a i �� � 0 a d 20 � --l'm � � � 902.o I L_" � I r < �, , ��,'�_ � .i�� �p`1 o-i o� a� � � � � , � --7 vo,,s i _____�T__________J I�Po+< ",�e`133.GL � 9oi.32 I N89°54'26"W � - - ., qer�9 qel.8 . � r � ge+KV�6t�C � � E7aS11NG � Tap eo P p� • � HWSE � � � �,� i�� AI/� �c.ui ��m .:V��:. IVV. n VU. � Iqe2�.� o m �� � ,s %� J 3 � > � � �� Q ae � � O ~ � z °� U � � I �aa - n ' v Noi'e: R4e✓ (�nE �'1tQ(�S �o be G�.de� ■ eoo.o Denotes Exfsting Efevation PROP03ID BCn►.n�+^ r.rv��na�v � Denotes Proposed Elerotlon Loweat Floor Elewtfon; 895•8 —�Denotea Orainage Flow Directfon Top of Block pewHon; 903.4 — Denotes Drofnage dc Utfllty Easement Garags �ab ElewtJon: 03. (ct door} —o-- Denotes Monument Np� p�� �y� si� grodln 9rodM9 fe In accordmce MN ths —�- Denotes Offset lron Bearinga shown are assumed 9 P10�° °DDroved by the dty snglnear. NOIE: Contrcctor must veri(y dl d4nanafone k drhawoy desfqn. ���' 2. BLOCK 1, MISTY ADDITION ANOKA COUNTY, MINNESOTA We hereby certify to BRICKN R B I �FRC that thfa survey, plon or report wos prepared by me or under my dlrect aupeMsion and that I om a duly Ilcenaed Land Survoyor under the lawa of the Stata of Mlnneaota. Dated thla 57H day of illw�_ A.D.. 2001. Signed: PIONEER ENGINEERING, P.A. Scale:l�=3 et B� - £ C�9�o,�_ � '� � Terrence E. Rothenbacher, L.S. Reg. No. 20595 60 201742.07 JAB Thomas R. BWluff, L.S. Reg. No. 40361 %y8� * * �* ��.. * ���N�`.�`Q 2<72 Enio-or:s� 0•�.. ItMD SJT.i'[S . p •/reC.^la N[ �h:4 MN J5•i0 ,� an8 neer n��"'�"°�-�' 'n r,�•�v �(65t) SBt-7914 FAY.:68t- * B t�.e >wn+[as . .utsc..i .+paRCrs > F188 * �L * . 81! 'yW^Na5<i3+.[. �__ Cer±i(jcafe Of SUpVe�� ��753��83-S88�FAX:783-fe83 _ for: B'RIC�I�T�R � �ILDERS House Address: nac rf ve 1-=.�5_j3k: 1±- %\' � _�� v � (s..- 2.(<.-o I �/o�. /0% 1 . i _' -------- � � � MD i � : "'h ' ? 0 � I S89`54'26"E 7 33.27 "�---::.J, ---•.. -- r?--------_�� . <,eo �= v _' '__""-i � � � �> ,� �: r � 9, < g�� �= i i � � � _ u r: ' _'"_"_'_" :i.. """r.fi��'�,:.-_"% ra � 33.2_" 2 --• N89`54'26"W � cns�c ' n>.iY I f un nUV. :�C. ��V. J ' I -- � Y � $ � i ------i 1 ------ --� � ".---�.� '7� �: � �! ' a. � I' � • M� �� C i �z � � � J S � n I � � I 1 I �r�.�9��w0 CMO�O! £xtalMq f}��.p��R. ' �L^�Y/ �M9f!! Pf0'�JptAd �pM1100 � ��'�� Denotav OroNOge Flow Dkettim LorNt h7ppc Q�ypt7� `.5 �—= Dmotn prv4�oys�g U:Mlty Easemenf TaP ot 81ook Qe�p�: j�,. q�.4 . . . I -o. D�not�� Men�ma�t � � � �'•ervpe SJab £lfrOtlan: �rT.y*�'.. (ot dpprj . ��- Denotrr O/het !ron .. .. Beo�inqa rl:own are aawme0 �zr��noo..a enn,s •��• wwM � q:eve.e..nn n. LO T ...... a....-.�. . �. . MOiEt Ca�traelr �n+.l�ro�ry.W OY�.mMS e/^renr an�� 2 , .BL�CK 1 MIS�'Y ADDITION , . rt.nr.bY eenu . . ANOKA COUNY MlNNESOU � . . . . . . � f lo s_r.t[e • a . , ' � . �� ' t�Oi ! am o �'��t Ihb �yrvsX 7:aq w �ypK py OM1pe�atl by R� M Ynd� . . � tluiy.l!een�sd lan0 Sury�)x. y�0�r tM �pv� pt 1}� Sleta f Y mr 2YSet �upvNabn and �.�.. 20JL . . e inn�fetai Dat�tl tTi� 257H . . aoynr�Il>� �........._ � � �� � - S�o^���PICNEER ENCMIEERINC. A.A, .�. ��� °�.�� Br—�� ' £ � q O �c�. _ �BbO ZOtis7.01 :A9 � � T�.rane� E. Rath�nppµar. L& R . . . ,-. . _ . . .. � . . .. 7l�omo� �R. Bapuff...LS. R�q.. No. W361. 2'05H5. , NEVN ADDN ALTER � II I ' CITY OF FRIDLEY E��e 1/1/2001 SIyt;LE FAMILY AND DUPLEXES R-7 AND R-2 (��) 5�23604 Bldg Insp BUILDING PERMITAPPLtCATION Construction Address: %"/� nfn (3A CO YV �'1,( �./ (� Legai Description: __LOT �, (3c.p ck I �T� /�nn/T/D/'l/ . Owner Name & Address: �R1Ck1N� (j1,�ti�� �� �� L Tel. # 763-57y- 98'� / co„tractor: (31ZICKYVE2 t'�t��u��-rz s-nv c MN ucENSe#� yYU Aadress_(�30 NGuv � N��/03 ,. FRllp��� M1V. ny3� Te�.# 763-57�/ -i�Y7/ LiVING AREA: GARAGE AREA: Pot�'� �L6K AREA: OTHER: l� Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. Length . 2 (p Length _ � r'j Length J DESCRIPTION OF IMPROVEMENT _ /3�;�75"�s� w�� 3� Height Sq. Ft I 710� �07`� � wd,�[' �,,�,� He�i9 t sq. Fr. G 8oi /3,.3la. �Y Width�"'�' �"��{gUGrou��`"S Sq. Ft. �',S`(O 33�%FlS 930 t�3s3�So Construction Type: Wf14 (� � _ Estimated Cost: $ �� ) � Q � Q' (� � � ? /b!� �'%l� 9 S/o � Driveway Curb Cut Width Needed: �Pt. +6 Ft =�Ft x g � g �S pp} DATE: 7 0�3 APPLICANT:L1��%��J_Ld�'ft�/� Te�.#Z6� �75/-9£T7 / CITY USE ONLY- Permit Fee Fire Surchar State Surchar � SAC.Charge License Surcha Driveway Escro Erosion Contro� Park Fee � Sewer Main Ch� �! Cal1 (763) 5723604 for Pertnit Fees ff mailing in application � i-%- � Fee Schedule on Reverse Side r�$ � � - .001 of Permit Valuation (1/10th%) � �� � �' $.50/$1,000 Valua#ion � � ��`b_ � l�h $1150 per SAC Unit ' � S� 0 D$5.00 (State Licensed Residentiai Contractors) $ Alt. "A" or Alt. "B" Above $ $450.00 Conservation Plan Review �$ 7S0 • O� Fee Determined by Engineering � 2 A5� • 22 fe ssary [] Not Necessary [] TOTAL o" d'��.!(3' y � • � 5/, o o �� �c�? STIPUTATIONS: /� / L�Z) . 9a , �p� S� , d-Z �� 7oi�.ia'� � � :z � s/- a ,4ti`� � � -� �.vf ft_ �1�`�C S BUII.DING PERMIT FEE SCHEDULE The Chief Building Official shalt, before issuing pernuts 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 strucaue, upon applicaaon therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein providod to-wit: TOTAL VALUE ' ,. �� $1 to $500 $23.50 $501 to $2,000 $2,001 to $25,000 $23.50 for first $500 plus $3.05 for each addirional $100 or fracdon thereof, to and including $2,000 $69'.25 for fust $2,000 Plus $14.00 for each additional $1,000 or fraCtion thereof, xo and including $25,000 $25,001 to $50,000 $391.25 for first $25>000 plus $10.10 for each additional $1,000 or fraction thereof, to and including $50,000 $50,001 to $100,000 $100,001 to $500,000 $500,001 to $1,000,000 $1,000,001 and up $643.75 for first $50,000 plus $7.00 for each additional $1,000 or fraction thereof, to and including $100,000 $993.75 for first $1Q0,000 plus $5:60 for each additional $1,000 or fraction thereof,: to and 'nicluding $500,000 $3,233.75 for the first $SOQ,(l0� P1us $4•75 for each additional $1,000 or fraction thereof, to and including $1,Q00,000 $5,608.75 for the first $1,000,000 plus $3.15 for each addiuonal $1,000 or fraction thereof DRIVEWAY DEPRESSION ESCROW (Concrete Curb S.ueets Only) Alternate "A": Removal and replacement of curb and gutter only - Driveway width plus 6 feet times $15.50. Alternate "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 $23.25. VERiFTCATION OF FOUNDA'I'ION Permits for construcdon will be issued a minimum of 24 hours from the time of applicauon to allow for proper review of the proposed structure and of the consu'action site. A Certificate of Survey of the lot, showing the location of the foundation once it has it has been constructed will be required before proceeding with the framing. New Houses Onlv �. a City of Fridle� AT TME TOP OF TNE TWINB � ,� ;, � y��... , COMMUNIFY pEVElORMBNT DIY. � � '•� PNOTEC7IVE IMSPQCTION SEC. � �. .� � �'ti'� CITY�MALL Fp10lEY 65�7t 612-5T 1-3460 lOB.ADDRE55 � 7486 Bacon Drive NE 1 LEGA4 LOTNO. BLpCM DESCq. Z 1 Brickner Builders Inc NTliACTOH Same BU1lDIt��2P�IT ruwsin eiaFis e � � � � . ••c I ��GE Of � �VVNOVEO B� 6lii/oi / / SEEATTACMED SNEET Z�P OMONE y, MN 55432 763-574-9871 Z�P PNONE LICENSE NO 3440 Z�P PMONE UCENSENO. . Z�P PHONE UCENSE NO NEW O ADDI7IQN ❑ ALTERATIpN Q�� p�pAlR ❑ MOVE �� O REMOVE Construct a 26' x 32' OF U8E a 23' x 26' Garage; a 156 sq Front Porch STiPULA7dON$ �- . . ... . See notations on plan. Submit verifying survey to City before capping. Provide a hard surface driveway. Provide aod in the front and side yards. Paid Park Fee of $750.00. Paid Water fi Sewer Lateral charges of $2,856.22. Paid curb cut of $fi51.00. VVARNING Before aigging call tor all uci6ry �o�actons REQUlRED gY �pyy SEPARA7E PERMITS REQUtRED FOR: PLUMBINGG� AN�ti SNC�,�►S . SEPqRATE PERMI75 ARE REOUIqE� fOR ELECTqICA�, P�UMBING. NEATIN6, TYP CON T. VENTI�AiING Oq AIq CONOIiIONING. � ' �7N15 PERM17 BECOMES NULL AND VOID �F WqqN Qp �pH5TpU4TION jON4N(;; AUTMORIZED IS NOT COMMENCED Y{(ITNIN 80 DAYS, Otl IF CONSifryJCTIpN ' � OR WORK IS SUSPENOEO OF ABANppNED FOR A PERIQU OF �gq p,�y�q ,�� � ANY TIME AFTER WORK I$ COMMENCEO. ' � � � �� NO DW4G. UNITS � MEREBY CER7IFY }NAT 1 HAVE pE4D ANO� E%AR}IN�,4 TI115 APP��GA710N 1 ANONNOWTNESAMETOBETyUEANDGOPNECf.AL4PPp41$�(�N$�F��W9 � q�U�TION'� AND OROiN�NLES GOVERNING THI$ TYPE OF WqRK W141 9Q COMV�IEO WITM WpETHEB SPECIf1E0 HEREIN Qq NOT. THE GRANTING OF /, PEFMIT $164., ](19. rjO OOES N07 PRESUME TO GIVE AUTHORITV TO VIOLATE OF C�MCEL�TMk pERM11FEE��. PR�viS10N5 OF nNV OTHER STn7E OF LOCAI LqW qEGUL�TING CON� SiqUCilON.pp TME PERFQqMANCE OF CONSTRUCTION . .�1��357.75. . , � :. � �o ���f P44N G(i ar4M+4*vRO�Ca+S�!?K�OnoR�ur,�pa2E0':c[wr. .�o— ,��E�--� I,1CC �f �. . IOA� CU $TA��S . IGARAGES � � 6URTA% �F1Y'2 $C $82.38 16 .77 SACLMARGE $1,150.00 .yU +PF � a e 0 O N � � � � � JUL-12-2601 �9�87 FROM � i Q �� y Z N � � � 2�� � V � < � � �� �a ��y S G'J f,� S z � O ' Q y y a rP U � W z z �+ a 0��� LL � Z � � Q � �^ � �`F7 C!� �! � �: H . � � � a � � 4 _ � II Q � I � � I � Q I z � o -_� m � CITY OF FRIDLEY � � I � � � � � � � � � � 2 0 6 u � m W � � N y � 9 G � d � U c � U a U � O a t- � � s� `o � R 0 zr 0 0 _o � O�_I Q '� � O� . � . I� V! W� 64 � 64 W � O 4 4 O � o 0 0 N N YF 11} d � � m � Y �� � c m�tE �- 3 �..� � N � �� � O � ��"iib � .. � � c � � � � � � � G 0�0 � ���.fi � � �'a` � o` u� N m W A g N N � N � a .� a � U = I � 2 m � z � m m � fl°Y m O � 7� �� � D � � �C�� 4 .$ .� � �a � � �� _ � Tp �, c � . R � � � t Y �� s�� �� � ������ ���� $ 3 ���� i G � i � . ,� a .. ° � « � V T7 � C � � � � � � {y N U V Q ,G C m��oa R .7� � O.H C � N � C jp T1 C A p p " m $ L � � « d � m N � � � � 0 � � H N � nd=� Y� N i � O �• �� . � e4 ' 64 a � d � R A �' '= g' _ '� � ; � � �� F N `O � W 3 � � °„' W N � � \ i ` �� _u � � � W � a -Q'r- 7538;84. P.05.�05 � eQ_ Vl �! � � w , � (� m �� c � � � � J W r Q ,� � � C � 1 � w. � I� � v � F- O m � � ' 4j CC ' �7 .a p � z .o y � O ¢ � ° �' �' w °0 a a z x i'n ¢ mQ O O � w z 4 � Z � L 3 a� a`0• � m T � N V A � c Q � a V T "_ G.� �� C E �wro V � � N y � .� �� i3 � U � � TOTRL P.05 GALLRGHER F�qTING JUL-:2-�0? FRX N0. : 6127538184 09�04 � FROM C!TY OF FP.:7LEV rp � � � '� ��l� �NL�tICQ }flE' t71d2fgi�� j� VQ�BS � i�l! � � iiY bEElt � 8fls%' IS �I89 ffOR11yS�, f�p,(�jp�p� p�� � and b sewrolY s�PPoMd,and fiaesto�Ped where requLed. ' fie vEflbnQ �Yat�m Is plastie/PVC ard meets al! airrent oodes ard menuf�tver aPewifiCeiUOffa iqdudin0 a�tng, knpth, nurnber of elbaMS arui tertninaUon. The under�e�d afao ver�les that tfx replaoemsnt urrt 's a lis�ed assembly �� eodee end manufacturers sPeci6cations. fiis doea asslsEed and � 1 Cer�tral Fumaoe Yendnq Tables for fan �Atuf�l dtatt appianaas. ���� �budlon olr Ig Si�d and bfeNrlfed to m� �9 q�� �y and manuFa�turer's spacirtcatlor�s, YYhen requirod to l�l�eam5sstion air k wip be sized and Installed to meet fhe current oodes and maruda�s specMoation9. When i�sUl6na a nwr wntina svstem, the underslgned hereby ve 'nfies that k Is g Usted assembly and meels khe turrerit codes a.-d manufacGrera SPecfiestions. Thb does Inelude AQ�A.-GAMq Catepwy I Cernral Fumace Nenting Tabke for fan assisted and naturai draR aPpianees. Is fhe oommon vent and vent wnnectors sized and inttalled corrod)y aRer � aPP���s has been remoyed [rom the wmmon vent and vented sAparataly as per ounen! ootle�. Jul. 18 2001 10:05qM P1 "b37539tfi&t i'.03/05 " iAS (�J�Ip ( . ) Yts (�fuc ( � Yes (V(Idn ( Yes ((�No ( Yec (� No ( ) Yes �No ( Yea �No ( A_DOl'ranca T�na and Siza/Camnton Vant and VaitCon�++�. �:.s --.�o AppNana #1 Typg BTU input o D Fan Assieted or Net �i� A�'� r� a H7U Input O b Fen /b6;sted or NaY � ���9 Toial Btu Inpu�t Fan Assisted w Nat Canmon VeM 7 r� L � a YPe Verd Fkight �_ OiemeEer _� inchea Appll�amel�l Vent Connec�r fieight it Length ft Di� in Type APP��ar�0� d!� Vent Co�or HsigNt R length ��ft pi�j��� r� APP��� �t'i Vtnt CorvreCtor Heighf _ft Ler�1h ft Diert� in TYpe HEATING CO: � i l � S� �y' Dete : �`1��/ �1h.:' 3c��dri�q lr�p�c°�'i"ons , � � :� ; �. ` �" �'�----. ,�" ^ ._ , � �° � � _�- _. � "'� � � � _ � Q � s � � v O � �� �. � w�� z � '�� � N � e� � � , � � _ �, e� �' � � � � > � � I . ;e�� . —�— , ��: � i "��J � * � � SlL � � � � . � �� � � � , _ � , � '. � � � � __ :� �•r S� � � � �:.� ��.� � _ � z � ,,, �_�--�r � �r � - �� ;� _� � �. �, f i�a 3 . ... . � ��i + .r� .. � vv�� .. . . ;�� . v i � �.. 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'Y �Sawtng, san�iing or iriacl�ining i��oc��i products ca�t piocluce �vdoii-dust thaf can caiise a n$mttta�le or ei�iIosi}�e (�:tT,,�rcT. =, =' � �.: �� ._:, ,.; _ ,: .� . :.�: , . � , . �V�ood dusEmay cause lusig, apper respir�►(ti�}= tr�ct, eye and slcin irritation. �G'nmc.� : a:' -, _.t � .� � �. 0o species t���y cnose c e� m�t�t�s .�d/ua�<resp�r�tor,y allergte effects.. ^y3u, .t^ �ternetitinaFAgency fui� Itesearcli u�i Cnsrcer (IAR�'has cl�ssi%ed woo� � u lutuw�t ltun�s�n c�rcintige�r. 'I7�is determiiiation ls based on evi�e�ce %tunged ex��asure tu .�nd iuhala�tiun nf tivuvd dust In�reases the risk of ------ _.... s - AvoidtiasEcontict `�•ilh igni(inn s��urce. - Sweep arvacuutn dtist fo�• reco��ery or ciispas�L - Avoictprolonged or i-e��e�(eet brc�lhing of �ti•aod dusf'in air. ' , - Avoid dusE contnct tis'IIII e}'fS :I1�(I Slilil. rIRST AIU: If ini�aiect, remu��e tn fresli �ir, la c�se of coittact, fiusli eyes skimtiyiflrwater. If irriL•�lion.�icrsists, c�U � pl}ysician. " ITor a�fditionnl inlormatidn, scc tt�e (11:�leri:�l Safety lllin 51�eet. ;� � i : ��0� ._ _. ;�, _ �� _ , - � Luml»r ConnKtors �. . . � . . . ... .. � . � . . . s . ._ . :. . . . . . � �. � PART 1: GENERAL� � ��. . � � �� � Wad values, in accordance with the Buildng Code, is required. ; � . � 7.p1 Sectioaincludes: � � � . . � . �� � (A design professional shall reduce �the published values in , � A. Pudin, Beam and Jaist Hangers and Supports. �. � . .� � accordance with UBC Chapter 23 or the� Natlonal� Design : � � B. Truss and Girder Truss_ Hangers. � �� ��_� �. � specification of fhe Nnerican Porest and Paper Association.) Q� Rafter Ties, Truss Anbhors, Straps and miscellaneous If9ht 3.02 InsWilaUon � . ..� �. � framing devices. . . . . � . � � �. � . . D. Anchor powns, Coiumn Bases,. Column Caps, Beam Seats � A. Use ontynails of size�shown in manufacturers Itteraiure. � - ��and Hinge Connectors.� �� � B. Fiil. all nall holes with nails as shown in manufacturer's � : - . .�.CdereNre.,,, �� . � . . �. . ��� 7.02 Related Seclions . C.:Except where noted�in�manufacturer's�lRerature, all nails are � � � A Section � ; Rough �Carpentry �� �. �� � common wire nals and should be driven at right ar�gles to ihe . B. Section � Wood Trusses Ae�9er body apd seated [ully. � �- C. �Section � ; Pretabricated Structural Wood � D. DO�NOT use roofmg neils, box nails, sinkers or powecdmren ; - � �- - � � � � � naiis. (electric br pneumatic) which are _not equivalent to ; r 1.03 Feferences �.. .. ::. -� - .:. comr[nn vnre naBs.. DO NOT use nails which are shor[er than �' � A ASTM D-1761.� Standard Tes[ Method for Joist Hangers. : "�-1�'. �� e, �:-- �� ' .. ' 8. �. ASTM A•653: Specificatiun for Steel�cSheet; Zlnc Coa[ed � E. DO NOT use pneuma8c or elechic.driven stapies. �� -� ;. (Galvanized)�. by ihe�� Hot-Dip Process,: Sttucturai (Physical) ;- F. It power nail drivers are used, the nails shaH be driven through ,; !._rt _ Q��� . : �. � the hole furnished in the hanger and shail not be dnven ; C.�ASTM A-570 Steel, Carbon (0.55 maximum percent), tluoighthehargerwherenoholeexists. -., ... „ -Hot•RolleO"SheetandStrip.Commerciai �uality. . � G. it.wood I-joists are used, fhe�inaximum nail which can be �.' D. 7iSTM A-153 Standard� Specification for Zinc Goating � dmren.inro the topDrbottom�flenge is a 9 gauge x 1-1/2'.lorg �� (Hot Dip) on Iron and Steef Hardware ��_ (10d���z�y1,112')p.' Tfie� mawmum nai4 which can be driven �mW e � +.' ' � �e�Y011�a�W�ll �r�4 �J �a} � 5.04 De6very and Storege ; � j - � H. �R ��s��^9 ��9e� to lammated veneer lumber' (LVL) �" >,�� A Deliver to site in original manufacturer s wrappings or ihe maximum na0 whicb can be`dnvercinto.the narrow face s� ,�� ��, � �� � '�. ind�viduai � bundles a containers Neady marked to identify the .- _16d and, th�e maximum size naii� which can be driven into tha ., contents. -_ si wide tace is 20d B..Srore otf ground andcovef'� ����f ��P °«^�• �• Hangers shall be instalfed tight against the supportmg : �. „ ..: member. -• .. .. �.. : _ .- : , PART2: PRQDUCTS�. J_ The.�csrried member ehaA�be of sufficieM iength,to maintam , " _�2.01 ManufacWrer -? , ,'�° ,� f .��- .. . tull bearing on rtie seat W the hanger. The peried member m. - .A USP brand consiruction Aardware-is manufactured by �� ;shallnotfrttight.(squeezefiq�.a9ainstthe�artyi^9me��- A � United Steel-ProducLS Company. Inc..:703 Rogers Drive,. � � gap ot up to t/4 inch between the carried member and the � � -'Montgwnery; �MN 56069:` . . � . . � � � �: � 2.02 Materials � . . � . A. Gaivanized Steel ProducGs - �. . �. .. . . � ' � 1,. ASTM� A-653 commercial and shuctural quaiity steel, w@h �. . � . varaus Fy and F�. �, � . � � . . . � � B. Pairded Steel Products � �� . � 1�. ASTM A-570 Steel with varying Fy and F,,. Standard finish �� . � is USP paint. � � . � . . � �: 2.03 Hot-Dipped GaHanized Stee! Praducts � . � . . ��� . � . Where specified, products will be hot-dip galvanized� after � fabrication in aceordance with ASTM A-153. � �' 204Fasteners�. � �� � � � � A. Nails — shall be common wire nails. Where special na�s.are �� � required for the hanger, the manufadurer xnll�tumish a11.20d � � � nails and lafger which are stwrter then.common wire naAS of � same pennyweight Special nails smalle�.then 20d shall be tumished by manufacturer and gaNanYeed (excePt 16d R. S.}. - B. Botts — whe�e required, shaU be o( nominai size�� shown on drawings and shali be fumished by ttie cantrador. � � C. Expanding Anchors -- use where shown on the drawing; � fumished by coMractoc � ����. �� D. Lag Bolts -- shall be�nominal size shown in drawings; � Wmished by conuactor. � - - � . � PART 3: EXECUTION . � � � �� � � 3.01 Examinatioo- � � ' ` � � � - A Verify that the wood which is to suPPort the hanger is flak free � � af large cracks or splits and is of the species noted on the � plans. If the-lumbe� or wood is rat Douglas Fr-Larch or � Southem Pine, reductions of the manufacturer's puMished earrying memtier is accePiadie: K� Betore naiting: ihe cartfed member into the �hanger, �Wke care �to fulty seat the member so ttiat no spece exists Cetween the � � hanger�and_the�hottom�of the.carried member.. Where safe � and prectipl, do not tasten the canied membere M ihe hanger . � until: 8aw sheathing has been i�stalled. Oo some hangers, � � two diamond holes appear ot the bottom ot the seat�which �� allow for woad. screws to 6e installed. The screws� `pull" the . . wood into the seat for positiva bearing.' Use� 2 each ' � it6� x t-1/4' wood screws or M6 z 1-1/4' drywall screws. � . L Where bolpng, use a wood temP�ate to accu2telylocate the � � � holes. Oritl�holes ta mo�e Man 1/32 inch �rger�ihan the bolt �� diameter �1 is� to receive• Tha boit is to be tapped through ihe _ hole and camecting deviee with a hammer or mallet. Always "�: . use a washer wWer the head or nut if it is not in contact with a:':-� .� steel. plete or hanger. � - � � � M, (,�y ypHq are not to be�used in Ileu oi nails unless specified �. N. Screws are not to be� usad in lieu of nails.unless spec'rfied:. � O. Use only stainless stee� nails with staiNess steel hangers. . � p. Where wood connecting devices are attached to concrete,.. . ke care. to install the device plum6, square arW� true. If � p actical, use a plywood template lo accurately locate the . Q. A chor bolts�, fumished antl installed under Section 03300 �� . Ain-Plece Concrete" shall be accurately located, plumb �� ,�� a d true before waod con^e�°9 de`^�s are attached to the: - . chw�bdts.� - . F. here. prefabdcated.struetural wood is installed into the � nger,�fatlow the written ��ctions of the prefabrfcated �; • manufaclurer in naiiing, bearin9 �support, braang and� � � i IaUOn. � - � . A Truswal shop-fabricated FlorTrus units using Quct Opening Tab/e ` Truswal connectar pla[es shall be provided for floor and ceiling construction of the 6uilding as Depih A B C specified in these drawings. - Material 12 All lumber used in the fabription of trusses 14 shall tie sUess graded and shall be of the species, size and grade specified in ihe truss ig design. Connector plates shall be stamped from 16,18 or 20 gauge, grade A, galvanized struc- 18 tural steel. Both plate width and plate length must equal or exceed that specified in the huss 20 design. 22 fabrication 24 Trusses shall 6e fabrirated in accordance with the tmss design from accurately cu[wood mem- 26 bers clamped in rigidfuctures during assembiy 28 to ensure tight-fitting joints and uniformity in completed huss units. Connector plates are to 30 be pressed into the wood members an 6oth sides of the huss at each joint so that full pene- 3y �:�tation of the teelh is obtained without croshing - the outer surface of the wood Nandling & Mstallation 5cercise pre at all fimes to avoid damage to trusses due to rareless handling tluring storage, delivery, unloading and installation. Trusses shall 6e installed plumb, adequately braced, in the proper orienption,and at the spacing speci- fied in the truss desigo. Cutting of Vuss mem- bers or field alterations of any trusses are not permitted. Desiqn Shop drawings bearing a registered engineer's certification shall be submitted to the architect for approval and shali contain the following information for each type and size of truss assembly to be provided. Detail of truss: � species, size and grade of lumber used, and connector plate sizeS and orientation. 7rusw�f Systems / FlarTrus"' System Heference informalion 7.25 8.75 10.00 1125� 1225 13.00 14.25 15.00 15.75 16.50 16.75 375 14.00 4.75 13.50 5.75 1325 6.75 1325 7.75 13.25 8.75 1325 9.75 ` 13.50 10:75 13.75 11.75 1375 12:75 13.75 13.75 13.75 D E 7.75 9.50 11.25 13.0� 14.50 1625 17.75 19.00 20.25 21.75 22.75 6.50 ; i'� 9.25 10.25 t].50 12.50 1325 14.00 14.75 � 15.50 16.00 F G 4.00 26:75 5.00 27.00 6.00 2725 7.00 27.25 8.00- 2725 9.00 27.50 975 27.50 11.00 27.50 11:75 28.00 12.75 28.00 13.75 28.00 PAGE 23 i - -- , ��r�s�- rN�it�K �o� o�' n�.� i. V ---_ --- ---- -- ii�� � ��� _ f� _ ��--� - - ' � � >� �� tU ° � z � � � W N � - H N � r G` � Z ow � � WCVo G�t C a �� J .°� � J N � . 7�� ��_i. � f+�MiKT � �� ��"�'�' q1 Ui�x-�'I'� +�� �'u'� N'-R�2�'fo�� Aw� ST%rXi►�I +I� ��S IrL t7-5 f,Y*N • —� � � �� � ..,.��� m LIDL.L- I 5��ii �1'fta,is staalLV� iN sp�+� L4�Ka p,r� l�t1E11 � }µ+dl2 � ��� i'le.vt �MWy'� 7� �Ri�l �� IsS� .� � Z G J W LL H H � OC F C O O J � , � < � PERM�►AFENT � LATERAL BR�1MG � : - = ` REQUtRED rus� design requires permanent continuous iieral bracing on this member and similar �embers of adjacent irusses. See truss esign for locafion of permanent lateral . racing and truss placement plan for other : ermanent special bracing. � 0 .� . . 'rAUSS Pu7'e �t+sl'n'u're �. �� � , � � �sea ! _ �PEC��L BRA�CtNG - � REQUIRED: russ design and/or placement plan �quires speciai bracing attached to this iember. See truss design for brace type nd connection requiremenis. ' a � a � a YAU55 PLA7'E INSTlIL7'fE� � Qt9Be . . . i I . �srr�a�s�� ru w 9 i� \ / � � � _� _.� `� LOAD � ;D .. = �� Truss design includes a con- � �� centrated load located at this a;, � = ' '-`poiqt:_See truss design and Q'a frussplacementplanforioca- r m �_tion;; maximum weight and O _'�� � •'distribution> of concentrated Q � ii loads. � � > ' - � 7AU55 PLA7'E IH57TTLRp � 1988 . . �..1 THIS CHORD UP � F�OR THtS AND ' SIMILAR TRUSSES .. s design requires thatthis be installed with the top ' j oriented upward. See design for.bearing loca- and general orientation : truss. _l�_ .. e � TRlLris P{.ATH P157771I7E � 1988 W � �� ��� : �N �z o �, � -= F � V a � y C � � � � � � � I i `\ .. � � -., � �, �, � : � r �, � �� �� �:s • jr= � �:: .�i U. •' ta r j rv ,- r,—: IfL��'i _��z� I}� � , �, ��. � := ,�; � � I , i I � � ,� Cb �i$ �� lil � ; i` _ LOCATION : L �. ._ , � . .. : � =� °„--�-,� ��; :, p . FOR THlS AND ALL SIMILAR iAUSSES �`� : ,— ; �- ` Truss�design requires that this truss be �; installed on a support at this Jocation. �� ' � r n m ` C 4+(C. � � .����. _. . _ .. . - . � . j :j. _ . . . . TA(6$ PI:ATE �NST(TUTH Q 7989, . . .. . . . � l � p� C. . . .. . . . . . .. .. . . � � ' C PLAi:E HE6�E I �'`- .. . , �. . . � i �riL�. Bearing �ocaiian � � � TRUSS PLATE INSTITUTE . - t e' '' � `:. � DO NO i CUT TR:USSES DO NOT USE DAMAGED 7RUSSES During installation; trusses raquire careful handling and I wel! designed temporary tiracing. Adequate permanent bracing must be instailed before any loads are applied. Consuit an Archiiect or Engine�r ii trusses are cut or d2m- aged and foradviceon proper bracing of thetrussesand the roof system. Any party who cuts or damaaes atruss shall be responsible for the engineering design and for the cost of the required repair. � Refer to Truss Plate Instituie's guidelines for Yan- dling, Installing and Bracing Metal Plate Connected Wood Trusses. � � o .�� p.n� �rtsrrnrre PLATE d-iERE � , � 1988 � � i � N �s'R^ i, � .�I L`� .r. �: a r' ,_..vi � � t � � � 0 I ' �O NO i CUTi Ti RUSSES i • p0 �1Q i USE DAiViAGED i RUSSES ! . __ ...��.T..T� z : - _. _ � ., O N � L m 3 Cr N � C ' � I i-� � w • >G C7 Q 2 y �g W <i � Zy (9 io F- ` zp cz; m0 2V � aa Wa 3a oz a� �Q � � Z 'i o a :(i > �' - Z � V . W W �. Nz ? a N M � o ��� �dz� � y C � M O � a� ,� a> u� �a%vni U�u`.n �. • , � w � � C7 Z � J � m � C R Q � N C d � � � � U � O � U 3 _�`'� v �� . � . � ��.�.. N yd 'N V t � . W N . � �' . �" �p � . . Z � �+L„ w" O •'� 3 .� p K `° u � o Z �i. S O � N y G F N 10 � � �z W N O W �' 10 � N � � E v o Z m v �.�.�. aZ a10i in v °N' ° c°, '� m W ��-+ " � C � � � V a� °U' ���'o C C � '� d r C U ,f L � � U a�.� u � a._ca � � � 10 s 'O a " a � � m ° U a ~ , --a`�",-3 '� z ..�_ ... _ . _r =._q� :--_.. O �� E� �-j e�. F-. \ �+ O p � a �'� oo�� — � � � o c � F,_, .� . � L � �p m N O Q. � Z . C �.m C C N pp t. y O ° m E m � °°t � � ` � m � m Q =Z �-- ��`o c � d d i `o� °' � � �od � a w �Zi`m� mm � �'� �' O � � � :3 0 0 A 0 � �' M p � d � � � � .. m Y w C Y U d j N m C N w, � � rL.+ � c � g°_'3 � � LL LL � N �' C C ' � C � N +-. N � d��?a' � � m a� m a � •- c u dh °� YI m � `� d � i N N � ii ¢ c7 � � � o° °o °o O O N � 00 C N � A C7 N N � a GO C 'c 0 � *� Z � C � O w V m L C9 a � � � � � � Y U a m z � � � v � N O C � O ` :+ p '�° m r-�• C ¢ !� � a � Q � O � 7 � v� �t„ O � � Q � Y � O U C N � a ;¢ N � 7 C j C� A ` o d £ N V � � � � l0 � W w � J � O W Q � 6�S c7 Z ¢ w x N f � a' W a � Z 2 � H 0 Z fi # J W F�- �� � � N Y � � N C LL. 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H� A �ndu� n�81e1o1 saauei�ddy �elol ndul f119 adRl £# �uei�ddy �eN �o P2�s!ss`d ue� ;�_;ndul (118 edRl 7,� a�uei�ddy — 3eN ao pQ1sissy ue� ad+S�, 6# aauei�ddy ;eN �o palsissy ue� ' "�—lndul f118 ( )�N( )SaJ. ( ) oN ( ) Sal. ( ) oN ( ) Sa.l ( ) oN ( ) Sa�t ( ) oN ( ) Sal� ( ) oN ( ) Sa�t ()oN()�1. •sapo� 3uaLm �ad se l��ele�edas paauan pue auan uowwoo ay� wa; panowa� uaaq sey eaue�ldde ue �age II��a�oo pa��e}sui pue pazis s�o��auuob luan pue �uan uowu►a> aya s� •saouei�dde ue�p �e�nleu pue pa�s�sse ue; �o} sa�qel 6ui;uan aoewn� �e�3ua�J I No6a�e� yWyJ-HJd apn�ui saop siy,�, •suoi3eo}neds s,�am3�ejnuew pue sapoo �ua��rr� ayl siaaw pue �(�qwasse pa�s!I e s! A 3ey} sa��an �(qa�ay pau6is�apun ay� 'we;s s upuan n�e - �lllq �! uayM •suoi�eog!oads s�am�e}nuew pue sapoa luayrr� ay; �eaw o; un i � e uo�;snqwo� meu e �{Wsu� ot pa�inba� uayM pape�sui pue pazis eq II. i. ! , •suonea�eds s�a�n�e�nuew pue sapoa Lua»n� aya �aaw ol papels�! pue pazis s� �!e uo�snqwoo ulis�xa ayl •saouei�dde ge�P lem�eu pue pa;sisse ue; �o; sa�qel 6ui;uan a�ewn� �e�3ua� � tioBa3e� yW`dJ-VJV aPn��ui s2op s�yl �suoileoyi�ads s,�am�e�nuew pue sepoa luauno a43 si�W Pue �S�qwasse palsi� e si liun �uawaoe�da� ayl ley� se�uan os�e pauBis�apun ay1 •uo��eww�a� pue sMOq�a;o �aqwnu'y36ua� 'Burns Buipnr[�' ►! suolaeoyloads �am3�e�nuew pue sapoo �ua�mo �►e s3aaw Pue �/�dJ�!3se�d si wa3sl�s Bunuan ay,l •pannba� a�aynn Peddoasa��} Pue P8�°ddns �(�amoes si pue 'suoil�Nisqo 'uoile�oua�ap '�sru wa; aa�} si pue peu!uiexa uaeq sey Bwluan ay�;eg� sa,�uan bqa�ay pauB�s�apun eyi'�UeJn; upslxa ue uiae� a� uayNl _ CCiYOF FRIDLEY FRIDLEY MUHICIPAL CENTER • 6431 UNNERSITY AVE. N.E. FRIDLEY, MN 55432 •(763) 571-3450 • FAX (763) 571-1287 September 26, 2001 Brickner Builders 6230 Hwy 65 NE #103 Fridley, MN 55432 Re: Final Inspection at 7486 Bacon Drive NE, Fridley, MN Dear Sirs: A final inspection was conducted on September 26, 2001 of the above address. The construction was approved and finaled except for the following item: Install sod in the front and side yards by October 30, 2001. The structure is approved for occupancy. The patio door has been rendered inoperative and a new permit will be needed to construct a deck. We will expect the above ftem to be completed by the noted date and a reinspection called for to determine compliance. If you have any questions concerning this matter, please contact me at 763-572-3603. Sincerely, DJ/mh Building Inspect�on's � 763-572-3604 - !Z-D SITE ADDRESS _J THlS APPLICANT IS: PROPERTY OV TENANT SUBMIT A COPY OF STATE YOUR STATE LICENSE /+��� WITH APPLICATION pHONE PROPERTY TYPE PERMIT TYPE TYPE OF WORK: BUILDING ENTIAL APPLICATION I Received By: CITY OF FRIDLEY I Date Rec'c1: YOUR FrMAIL ADDRESS ; vv�v r S rn a a.G vvr n• r�• �.o,-r-� r �f t OCONTRACTOR ❑ BASEMENT FINISH ❑ ROOF ❑ DECK ❑ SIDING DESCRIBE WORK BEING DONE: NUMBER OF SQUARES _ GARAGES PROPOSED SIZE: PROPOSED HEIGHT: SIDIlVG ❑ Vinyl ❑ Aluminum ❑ Otlier WINDOWS IN EXiS7TNG OPENINGS OYes OR FORNEW OPENMGS-DESC OPENIIJG CHANGES & ❑ HOUSE 8c GARAGE ❑ ATTACHED GARAGE � DETACHED GARAGE �Soffit ❑ Trim ❑ FaSCia ONo CACATION OF WINDOWS UBE SIZE OF �� Z ��3 �45-�SO( ❑ DRAP] TiLE ❑ OTHER HEIGHT STATE_Z� l20 N BASEIviENT REMODELING SUBMIT: 1. Existing Floor Plan 2. Proposed floor plan 3. List of siructural members to be used FOR NE W CONSIRUCT70N INCLUDING DECKS, ApDITIONS. & PORCF�S SUBMIT: 1. Sice Plan/Survey showing the ccisting shvctures and proposed project. 2. Two sets of consWCtion plans 3. Energy CalculationF . ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND (USING TH� J99i7 J,j.B.C-�EE SCHEDULE) Permit Fee Plan Review Surcharge Fire Surcharge License Surchazge SAC Charge Ctiub Cut Escrow Erosion Control Pazk Fee Sewer Main Chazge a $ $ P See Back Page for Fee Schedule 65% of Building Pemrit Fee (.0005) times the total job valuation — Minimum $.50 .001 x Pennit Valuation (1/10%) $5.00 (Shte Licensed Residential Conhactors) $1450 per SAC Unit (Plans w MWCC for detemiination) ft+6ft= ftx$20=$ $450 Conservation Plan Review Fee Determined by Engineering Agreement necessary ( ) Non Necessary ( ) Mske c6ecks psvable to: Citv of Fridlev Attac THIS IS AN APPLICATION FOR A PERMI'C-NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I aclrnowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the Ciry of Fridley and with the Minnesota Construction Codes; that I unde�tand 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 wit6 the approved plan in the case of all work wky'Fh requires r�xiew and approval of plans. _ SIGNATURE OF "(— L L�U� �uivler ha s �"'� Page 2- Building Residential Application BUILDING PERMIT FEE SCHEDULE The Chief Building Oiiicial shall, before issuing permits for tlze 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 pemut 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 allow for pmper review of proposed siructure 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 frazning. New Houses Onlv City of Fridley Building Inspections Department 6431 University Avenue NE Fridley, MN 55432 763-572-3604 Fas: 763-502-4977 MN�� CnMPL1ANCE REPnRT Minnwxc�ta Enamv Ccxie MNctHSCk SofMmr�i Verainn 3.A i I 'Permrt# I Chacicetl bv/Date I' � COUNTY: Annka I � STATE� Minnesota ZQNE� 2 GONSTRUC710N TYPE: Single Family DATE� 8•20-2Q05 DATE OF PLANS: 8/19/2005 TITLE: Jeremy an�l Wendi Sroga PRnJECT INFORMATION: 4 season porch c�MPANY INFORMATION: owner COMPLIANCE: PASSES Renuinsci UA = E36 Ycxir FiemA = 85 1.19G Beatter Than Cc�cle A�a or Cavitv Cont. Glazino/Dcmr Perimpter R-Value R-Value U Value CEILINCCS: Raixed Tnx�.a 32A 44.0 4.0 WALLS� Wc�nci F�me. 1B" n.C. 312 1A.A 4.0 GLAZINC�� Windrnn►x nr DnorA. AFinve Gracies f3E3 DOORS 48 �25�)A 14 FLC�RS� Ch�r Oi�ki� Air 32A 57.0 15.0 I 4 � UA B 16 0.290 25 � COMPUANCE STATEMENT� Thc� nroncx�acf buiklina de�ssion dA.ar.rihFxi here is corx�iiatp,nt with the buildina nlans. srx3cifiratinns. and crtt►er c�IculAtieng suhm3ttaA with tha nc3rmff a�nlic.ation. Thp nronnaed b�rikfina hs� heen designed to meet tfie irements of the Minnesota Energy Code. BuildedDesigner G�--�� Date � 9i��� ■ � � ' -R �� � l � � � � � Z � N G � `1� �� � � f �, �� � • � mm��n I, z J��� war- r usi�"LLa �.ZW � 0.p=z O �►� VJ�Q m O J�� u,ara _.>�z "�QNQ F— � i � � ; �, _ . _,—. �____ ... � � � '� 7 �/�\ ` L �' � 1 � � , � � L �' � � U✓ �� .'M 1 ,� 3 �� � o .t . 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(,� � CSJ �� w � -� � � � �' � _ �� ,? �, � � s, r�, �u � � � � w a � � N 3 �� r� � � � � � . � Q 2 ! 1 ✓ i \ � /� J�" � � � � r W s W �� � � � `� � � -� .��7� � " � N �. � r ���� � r �' � ��'J � � ��� a r � -s d—� %�y .� � / V . �, � � 2 � � � � �_ �--� � Y � � � �� � -� N .� � � �� �� � � 5 � � i �v V � a � � � �� �W s� � � � � � -� L VV � � _� ...� lz � � � .� � � ..� � `� N f � �� � .;� �1 � � �f � � �� J � � S � _� �, � -(�,� ( ? � /,] � ���v �C A- � �`' . }� - r Y Vy i � �� � _ � �; s � � X � 4 � J �� � 5 1} y � � � Y r � L 2 O �T td s�_� ��� �. �� � - �. i�' �� � .x u � �.__. . - � � �.1� � �n _ ___ ss N � � � � � S Q �l.. � 4 T � � C g = ' �,�, � �b ,��, °`a° -a¢- � � ��p[ V J x � � � j� � �i �x N'' ✓ 11 '' _� f< � �� � � i J% V � � � -` � � L � � ,F U p<. 6 , i '" + i I y v J -� U t N i i- €� � �� � � �� � � s�;.,3.�+ T x J b � `�' ¢ � V �- F . � i -� i , .�j �V� � � Ci'+ �1 o-+ oL ,� i� r K.r�� �7" � �J E � t /� 'd : {,TI �� {� -'4 �r � � Buitding Inspections 763-572-3604 DATE �'�r SI'fE ADDRESS �I Y /� THIS APPLICANT IS: PROPERTY OWNER TENANT SUBMIT A COPY OF YOUR STATE LICENSE WiTH APPLICATi�N PROPERTY TYPE TYPE OF BUILDING RESIDENTIAL APPLICATION CITY OF FRIDLEY �� �OWNER Pernut No. uMnu.nDnte�ss itKP�GSSroaGLC�',C,orvlcas+.Y�c'�- �CONTRACfOR PHONE: �IIQ_7j"Z�3�Z-�7t0 STATE LICENSE q EXP DATE ADDRESS: CITY STATE_ZIP_ vHnrm FAX ._ _— DESCRIBE WORK BEING NUMBEROFSQUARES GARAGES PROPOSBD SIZE: PROPOSED HEIGHT: ❑ ROOF ❑SmING ❑ HOUSE & GARAGE O ATTACHE?D GARAGE ❑ DETACFICD GARAGE �% + ❑ 17LE ❑ �R BASFMEN'1' REMODHLAJG SUBMIT� l. P.rzistingFloorPlan 2. Proposed floor plan 3. List of sWCtisal membas [o be used SIDING FOR N6W CON57RUCT[ON INCLUDAIG DECKS, ❑ Vinyl OSotTit �i1�17'1'I(1NC & PORC�c CUBMIT' ❑ Aluminum � ❑ Trim 1. Site Pla�✓Survey showing the e�tistmg struchues ❑ Other ❑ Faecia and proposed pmjed. WINmWS 2. Two sets of construction plans INEXISTA]GOPENINGS DYes �NO LOCATIONOFWINDOWS 3. EnergyCalctilations OR FOR NEW OPENINGS-DESCRIDE SIZE OF OPINING CHANGES &. TYPEOFWIIJDOWTOBEINSTALLED NUMBEROFWINDOWS ALL FEE5 ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS: (USING THE 1997 U.B.0 FEE SCHEDULE) 7Y]TAi..iOR VAi,[IATTON S �70 D O OCCUPANCY TYPE Plan Review Fire Surcharge Surcharge License Sutctiarge SAC Charge Gtirb Cut Escrow Erosion Control Park Fee Sewer Main Chatge 65% of Building Peimit Fee .001 times the total job valuation .0005 x Permit Valuation Minitnum $.50 $5.00 (State Licensed Residential Contracrors) $1675 per SAC Unit (Plans to MWCC for determination) ft+6ft= ftx$21=$ 5450 Conservation Plan Review Fee Deternilned by Engineering Ageement necessary ( ) Non Necessary ( ) THIS IS AN APPLICAT[ON FOR A PERMIT-NOT VALm UNT'II. PROCESSED I hereby apply for a building pemtit and I acknowledge tLat [he iafoanation above is complete and accurate; that the work will be in cooforniance with the ordinances and codes of the City of Fridley and with the Minnesota Conshuction Codes; that I understand this is uo[ a permit but only an applica6on for a pemtit and work is not to start without a permit; that the work will be in accordance with [he approved plan in the case of all wo/rk�`/'-�y�ch re�quves w and approval of plans. �(' p ''J SIGNA7SJitEOFAPPLICATFC-sF—�i � PRINTNAME JGY�j�✓ DATE ����`�a I v m �-5 ��7 � 3' �"S/J�-�''"ti` � �w`c�--� f .� ' _ ' _ �.. . ' . � .. . 1 . _ ... _ _.. . .. ,. 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' > i f I 3 ? , ..... 3.... . . _. y $ � � � ...,.. i... �..�.-....� . ti . .._, i,� ; 1 � { 1 ._. ......... — y. - � . � Building Inspections 763-572-3b04 srre nnn�ss �� THIS APPL[CANT IS: PROPERTY OWNER/ TENANT CONTRACTOR SUBMIT A CQPY OF YOURSTATE LICENSE WITH APPLICATTON PERMTf TYPE TYPE OF WORK: PLUMBING No.: RESIDENTIAL APPLICATION Received By: CITY OF FRIDLEY n��UG - 3 2007 ' % YOUR &MAIL ADDRESS 19taN ii�J@/�/ FR�tlCC� ��/1�" 0 ow�x ve�rrrxa.crox .+-']Pv-M J�ieO�.+/Q' 5: �y� �,,� � �rr,. �, a �-� STATE�ZIP exor�:7G3�2Y5• 15e f NAME' V N114 �?+4 �'t'Re.r c 1..+ � STATE L[CENSE f1 OG 30! 3 PM � PHONE �SiNGLE FAMILY � DETAILED DESCRIPTION OF WORK O TWO FAM�.Y o xer�.ncEngrrr � ❑ TOWNHOUSE FiCl.cJ PER MS 16B.665 the permit fee is a minimum of 515.00 or 5% of the total cost up to $500.00, whichever is greater, for the improvement, installazion or replacement of a residential fixture, excluding the fiM�ues. (This should reflect only the eost of labor ) Labor cost under 5300 = S 15.00. I.abor cost between 5300 to $500 = cost of labor x.OS = FOR PROJECTS� WHERE LABOR EXCEEDS 5500, FEES ARE BASED ON SI0.00 PER FIX'fURE, EXCEPf' WHERE NOTED. FIXTURES: (INDICATE TOTAL NUMBERAF EP.CH BELON� � . BA'CHSINK/LAV F1.00RDRAINS SHOWER - WATERPIPING � BATHTUB GASPIPINGliveencmt.rce�vse) SWR.4hIlNGPOOL WATERSOFI'NER(S35) CLp'Ii�SWASHER KTI'CF�NNSINK WATERCIASEI' �BACKFLOWPREV.($IS) DISHWASHER LAUNDRYTRAY WATERHEATER(S35) FORiRRIGATION — — WA1'ERMEIER _OTHER Fee $ Number of fixt�ues Q$10.00 x$10.00 =: .50 Number of fixtures Qa $] 5.00 T x$15.00 =; � Ntuaber of fixtures (a3 $35.00 x $35.00 = ; State Surcharge = Tota1= ; THIS IS AN APPLICATION FOR A PERMIT-NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I aclrnowledge that the information above is complete and accurate; that the work will be in confotmance with the ordinances and codes of the City of Fridley and with the Minnesota ConsWCtion Codes; that I understand this is not a permit but only an applica6on for a it 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 h r�quiresceorr�v and approval of plans. � SIGNATURE OF City of Fridley Building Inspections Department 6431 University Avenue NE, Fridley, MN 55432 763-572-3604 FAX: 763-502-4977