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P - 42137Building Inspect�,ons 763-572-3604 763-5(�t-4977 FAX BUILDING RESIDENTIAL APPLICATION CITY OF FRIDLEY EFFECTNE 1-1-2011 Permit No. Received By:� Dat��t�ja:APR DATE___ �'1� � � " l (j YOUR E-MAIL ADDRESS ;.� �i'`�`�- • li: � u � Z��L �- � � L B� iQb�. � . P�'�' siTE,aD�xESS bi`11 �� `� 5-�- jV� �'r;o�1R� Jti?l�-` .�� v�. THIS APPLICANT IS: �OWNER OCONTRACTOR PROPERTY OWNER/ ' TENANT CONTRACTOR SUBMIT A COPY OF YOUR STATE LICENSE AND CERTIFICATE OF INSURANCE PROPERTY TYPE PERMIT TYPE TYPE OF WORK: ��w M � ADDRESS: b, �'�i .�# �" S� � L CITY �Cs �C r e�l STATE 1�f �li ZIP �$ Ol PHONE: 6 S 1 ' 3� �E► "�% I Oa NAME: STATE LICENSE # ADDRESS: LEAp CERT NUMBER CITY STATE ZIP PH�NE FAX ❑ SINGLE FAMILY/NEW CONSTRUCTION SIZE ❑ TWO FAMILYMEW CONSTRUCTION STORIES ❑ ADDiTION ❑ GARAGE/SHED ❑ WINDOWS ❑ BASEMENT FINISH � ROOF O DRAIN T]LE �DECK ❑ SIDING ❑ OTHER ❑ SWIMMMG POOL ❑ NEW HOME CONSTRUCTION ❑ ADD[TION ❑ MAINTENANCE/REPAIR ❑ REMODEC.MG DESCRIBE WORK BEING DONE: L�i �d �K+y A eG�L, SIZE OF IMPROVEMENT LENGTH iy � WIDTH � 6� HE[GHT �) ��, SQ FT ! Ib ROOFING NUMBER OF SQUARES _ GARAGES PROPOSED SIZE: PROPOSED HEIGHT: SIDING ❑ Viny1 ❑ Aluminum ❑ Other _ WINDOWS IN EXISTING OPENINGS ❑Yes ❑No OR FOR NEW OPENINGS-DESCRIBE SIZE OF OPENING CHANGES & TYPE OF WINDOW TO BE INSTALLED TOT ❑ HOUSE ONLY ❑ HOUSE & GARAGE O ATTACHED GARAGE ❑ DETACHED GARA� U �� 1 ❑So�t �� K. � �`► � � ❑ Trim —� � �� ❑ Fascia LOCATION OF WINDOWS NUMBER BASEMENT REMODELING SUBMIT: 1. Existing Floor Plan 2. Proposed floor pian 3. C,ist of structural members to be used FOR NEW CONSTRUCTION INCLUDING DECKS, �` l. Site Plan/Survey showing the existing structures and proposed project. 2. Two seu of construction plans 3. Energy Calculations FOR WINDOWS - PROVIDE U-VALUE AND MANUFACTURE STICKER ON WINDOW. ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS: SING�jHE 1997 U.B.0 FEE SCHEDULE) JOB VALUATION $ %C1 OCCUPANCY TYPE Permit Fee Plan Review Fire Surcharge Surcharge License Surcharge SAC Charge Curb Cut Escrow Erosion Control Park Fee Sewer Main Charge Total Due $ $ $ • $ $ $ $ See Back Page for Fee Schedule 65% of Building Permit Fee .001 times the total job valuation .0005 x Permit Valuation Minimum $5.00 $5.00 (State Licensed Residential Contractors) $2230 per SAC Unit (Plans to MWCC for determination) ft+6ft= ftx$25=$ $450 Conservation Plan Review Fee Determined by Engineering Agreement necessary ( ) Non Necessary ( Make checks pavable to: Citv of Fridlev Attach THIS IS AN APPLICATION FOR A PERMIT-NOT VALID UNT[L PROCESSED I hereby apply for a building permit an I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and cod s of the ' of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application for a perm t an 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 whic u� s re ' and pproval of plans. SIGNATURE OF APPLICANT PRINT NAME � f K� � f�4 ( t! c'ti v� DATE� " C� C� � �� APPROVAL INSPECTOR SIGNATURE � w � �.' � � � � " +� !' �' � �� b�. C'�?� �. �S $EC � . Dimension View 16 ft �� 0 �� r� J Il4 - : ! � 5 � � � �P, �; af.. .�1�s:if r ,�,� _ � � � �� __ tt�d� ,.�_ � 1 � I w � ♦ � �� ` � r...� ' \ �� 5� � , / `�� a�i � tu c�A � �' _ , ` `� _ � � � •, � w 'Deck 1 , ! . 16 ♦ � �4 �• ` �' � S�Z�� dS �NN '�L S � �jf � ( ` - - I�Gp� -�-�' 2. �„�JW� �� Warning and Importanf Inst�ctions: This is not�de�n plan or esti ate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer tocated at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta p�gina estfi conforme a los t�rminos en la negacion, situada en el extremo de este documenta Copyright � 1989-2011 Edgenet, Inc. ' Page 4 of 19 00� io e�s�nsca-�s2s-a�aa-ss�o-zso6�ao�ess 13ft6inl w � 13ft6in M ,� � . � - �; � � �" �� + 6 in 6 in asePoint w o� � .M. � O O ..,..�. J 7 � ,� � � � r ��r� :.; I �� 3� � ";. � „� � � ' �� 2 a� ✓k�: ;.. U ..,..�. b � � 13ft6in 13ft6in -� �uF �� ` 'r i `(a�s �l v \� v / � �``\ '•�� - �'�-_ .� -� '�-' '1.,. �'"'7�' � � �' O � � �� o �' in �6 in Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta pagina est� conforme a Ios t�rminos en la negaci6n, situada en el extremo de este documento. Copyright m 1989-2011 Edgenet, Inc. Page 5 of 19 �oc io ecsiba�a-�szs-a�aass�a2soscao�ress , �r � �' - � - #� Joist Layout View �� -�, :,�u� � r� °� � � �� . �� a�� , � � �� ; � � � ; �K � � � � ' 4 Q �� k €� �% � � � � k � � � � `.. � �� k x � � �. 6, � � � � n � 5`. ' � } "� � '" f-�. e'. ti; `��✓ F;; d n � '` - {t t €� � � �� i. �;. ��, � �: � � �' p��, , ��.. IT; ± f'' f }: i� 1�.�. +� ;� �, � �� ", ;: � ��. ��. A� ; _ '� .-,� { c � � : < . __ -� „ ;, , !- ' �?:.� C4� ,., ., <. y,. ,,.,, H, .< <`: ,_ �..,,. . ,_ < ,, ��„ ..::. . � � � � � t � 3 ,,� ; � :: k = ` �: '. �g. % � f p: a ; ". y � 2. � � � � �a � � � � � � �; € y: ` & s � � i; � i" a' �. �: � v ; � � �. r @ i; ; � " �' �, .; �;�; �„ (; M�,�..�,.�E:�.��.' .��, . . : . ": ,., ^�.,,, �,�-. ,_ « ,� �..� ,.. ,K.,,. � ,,,.. �.. � , � . ,, .. � �... _.,, :�.�.,,_ .,, n.,�� <r. .,2 e,, �.��-�„ ,. _.,�;� ...�s ..,� �.��.,�,,.. ■ �� . .�....., ,. �.,.. � ."''+ W A CS 'J � � K A 7� 0 n ."'y+ A � � (7 ."'�. � � � n � ."'. 3a A �., ?. � � n n ."'�+ .M'r. A A � � � � � � a � n ,.�. r A W � � � � �� ,, � � h} ��..� �� ' 1�V Notes: All joist and stringer spacing dimensions are measured in OC. Warning and fmportant Instructions: This is not a final design plan or estimate. EDGENET, iNC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta pagina est� conforme a los t�rminos en la negacibn, situada en el extremo de este documento. Copyright � 1989-2011 Edgenet, Inc. Page 6 of 19 Doc ID ec81b8c4-1526-47a4-9510-2906c4c2fe99 � � a, �„� r�, a i-F '� �t� � P`r� C��c� ��1 i'1 ��,� � �� ;.._� �. �� Deck Information Deck 1 Construction Method - Beam Flush With Joist Footing Type - Pier In-Ground Live Load - 60 Dead Load - 10 Decking Spacing - 1/8 in Joist Spacing - 16 in Beam Spacing - 168 in Post Spacing - 62 5/32 in Decking - L5/4x6 Brzl 1lNalnut Grvd Veranda - Decking Beams - L2x10 Treated Southern Pine No. 2 Joists - L2x12 Treated Southern Pine No. 2 Posts - L4x4 Treated Southern Pine No. 2 Deck Height - 13 in Diagonal Bracing - Yes Jois# Overhang - 0 in � Beam Overhang - 0 in Decking Deflection Factor - 360 Joist Deflection Factor - 360 Beam Deflection Factor - 360 Pref Decking Size - 5/4x6 Pref Joist Size - 2x12 Pref Beam Size - 2x10 �''��' Pref Post Size - 4x4 � � z�� 1�1 � �� t�� s�-t� �.2� � � � V� 1� U��u� �� , � �G �;s�• ��t3 Diag Brace Height 1- 24 in /�j� �� Diag Brace Height 2- 24 in � ` -5 � �� I��D�a� Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program: All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta p�gina est� conforme a los terminos en la negacibn, situada en el extremo de este documento. Copyright� 1989-2011 Edgenet, Inc. Page 7 of 19 Doc ID ec81b8e4-1526-47aM9510-29D6c4c2fe99 � �;' � � � � Usage Sku Beam Decking Joist Post Rim Joist Decking 255957 360023 155961 257974 155961 Equator SO$VEHF Fascia Board 1 359590 Fascia Screws Brn 271579 Standard Materials 2x12JHangr 865889 4x4 Post Foot Brkt 669421 Anchor J-Bolt 4x4 121932 Beam Bolt 4x4 886452 Beam Nut 538892 Beam Washer 538981 Conc Pier In-Gnd 169765 DiagBrac Beam 258132 DiagBrac 544208 DiagBrac 538892 DiagBrac 538981 DiagBrac Joist 258132 DiagBrac 544208 DiagBrac Joist-Nut 538892 DiagBrac 538981 Hanger Nails 2x12 462810 Hurricaine Tie 102924 Hurricane Tie 247911 Joist Framing 454141 r � � . � .� � Sku Usage List Description 2X10-16 #2 WEATHERSHIELD VERANDA AG 16' WALNUT GV DECKING 2X12-16 #2 WEATHERSHIELD 4X4-10 #2 PT 2X12-16 #2 WEATHERSHIELD Brzl Walnut Grvd Veranda - Decking Veranda Equator Hidden Fasteners VERANDA AG 8' WALNUT SE DECKING 2-1/2"COMP.DECKSCREW-BRWN-5 LB. Standard Deck Materials LUS210Z DOUBLE SHEER HANGER Z-MAX ABA44Z 4 4 STANDOFF POST BASE Z-MAX 8X1/2" HOT GALV ANCHOR BOLTS CARR BOLT GALV 1/2 X 7 -- HEX NUT GALV 1/2 FLAT CUT WASHER GALV 1/2 80LB. QUIKRETE CONCRETE MIX 4X4-12 #2 PT CARRIAGE BOLT-GALV. 1/2 X 8 HEX NUT GALV 1/2 FLAT CUT WASHER GALV 1/2 4X4-12 #2 PT CARRIAGE BOLT-GALV. 1/2 X 8 HEX NUT GALV 1/2 FLAT CUT WASHER GALV 1/2 N10DHDG 1LB. BOX OF N10DNAILS H2.5AZ HURRICANE TIE Z-MAX 1-1/2" HOT GALV JOIST HANGER 1 LB 16D 3-1/2" HOT GALV BOX 5 LB � �� :�� .x. ��tl � , °� Qty 2 30 12 1 4 3 8 1 26 8 8 16 16 16 48 2 32 32 32 2 32 32 32 5 26 3 1 Warning and Important Instructions: This is not a finaf design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimacibn final del dise�io. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informacibn contenida en esta pagina estfi conforme a los t�rminos en la negacion, situada en el extremo de este documento. Copyright � 1989-2011 Edgenet, Inc. Page 8 of 19 Doc ID ec81b8c4-1526-47a4-9510-2906c4cZfe99 A �� a= .. � � � Usage RimJoist Nails Sonotube 12" Sku 599916 314636 Pr� CC�� D+��t+�r�� Description 16D5HDG 5L6. BOX OF 16D HDG NAILS _ 121N X 4 TUBE FOR CONCRETE , 0 �� ;j � � � °� -, ��.;. f; � Qty 1 8 Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, tNC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del disefio. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta p�gina esta conforme a los terminos en la negacic5n, situada en el extremo de este documento. Copyright m 1989-2011 Edgenet, Inc. Page 9 of 19 Doc ID ec81b8cd-1526-47a49510-2906c4c2fe99 . �� Qty UOM SKU Stock Items 26 EA 102924 8 EA 121932 16 EA 155961 48 EA 169765 3 BX 247911 2 EA 255957 1 EA 257974 4 EA 258132 1 BX 271579 8 EA 314636 '" � �' �' � Material List Description H2.5AZ HURRICANE TIE Z-MAX 8X1/2" HOT GALV ANCHOR BOLTS 2X12-16 #2 WEATHERSHIELD 80LB. QUIKRETE CONCRETE MIX 1-1/2" HOT GALV JOIST HANGER 1 LB 2X10-16 #2 WEATHERSHIELD 4X4-10 #2 PT 4X4-12 #2 PT 2-1/2"COMP.DECKSCREW-BRWN-5 LB. 121N X 481N TUBE FOR CONCRETE 8 EA 359590 VERANDA AG 8' WALNUT SE DECKING 30 EA 360023 VER ' WALNUT GV DECKING 1 BX 454141 16D 3-1/2" HOT GALV BOX 5 LB 5 BX 462810 N10DHDG 1LB. BOX OF N10DNAILS 80 EA 538892 HEX NUT GALV 1/2 80 EA 538981 FLAT CUT WASHER GALV 1/2 64 EA 544208 CARRIAGE BOLT-GALV. 1/2 X 8 1 BX 599916 16D5HDG 5LB. BOX OF 16D HDG NAILS 8 EA 669421 26 EA 865889 16 EA 886452 ABA44Z 4 4 STANDOFF POST BASE Z-MAX LUS210Z DOUBLE SHEER HANGER Z-MAX CARR BOLT GALV 1/2 X 7 Special Orde�r ltems (Price Not (ncluded In Total)* 3 BX SO$VEHF Veranda Equator Hidden Fasteners �� ) �� (�� f� � � �� 1 (�� ) �� (�� I'� �� II�'1�� 1 �'�� (�� ) �� I 1 �� ) �� '�") �� ( �� (�� ( �� '� � �� I �� '�'�� ,� �� ;� �� g� � �� ,.,. Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimacibn final del diseno. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaeidn contenida en esta pagina est� conforme a los t�rminos en la negacion, situada en e(extremo de este documenta Copyright � 1989-2011 Edgenet, lnc. Page 12 of 19 �oo io eceibsca-�s2s-a�aassiazsosaaczress w � �� ,��`� �e�'° t u r ,� � . � . ,� � ih � �� y, 3 F � B+� � �ii.,... Total Price $2,284.80 Estimate Created: 04/28/2011 Days Valid 14 This price does not include any Special Order items. Please see Store Associate to adjust the design or to price and order items. Parameters used for Deck 1: 60 psf live load, 48 inch footing depth. ' � � � l � ! IJ -��'` 1� � �1r� t lV ` " -�j�` _ -- - . � Waming and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida corcecto de este programa.Toda la informacibn contenida en esta pagina est� conforme a los t�rminos en la negacibn, situada en el extremo de este documenta Copyright 81989-2011 Edgenet, Inc. Page 13 of 19 �o� io ecs�bsoa-�szs-a�aa-ss�azsosoao�ress Y �.� , �� :.... 1 �j�� h � � � � �J ��/IiNDER ��GI1�TE��.I:NC1 CO., INC . EN�! NEERS AND SURVEYOR� �nNO SVRVEYINO SoiL3 TESTINO GIVIL 6o MUNICIPAL ENOINEERING LANO PLANNINO � 6418�5C'oT" AVENVE N. MtiVNEAPOLIS 'Ll', M1�iN. KE T- 3�37 aC �r �r � �i fF n �c �i �� I� 'i 1N n"► �� ..� U'r�. `v �:.... . F� R i r.7 P•rf c! l.,', r'• f� ��`. � F; ! � f � ',,�.- ._ _ . ;�! _ � 'I • , � 1... _ .> � _..__ ��? '' .. � f i _ "" a C� ... � � _j_.. ; �� ,. � �� i ._ _____ .' ! L E --~ C' -7 , , ---- � � ��.. � ; � =� i �� • ._.__.. _...... _. _. _. � . Iri'.,-.ry �`��.. �.. __..__ � I I lb �y� _ _ _. _ �� i !;` . . _ �+ ;r ,. �� _. ` i i i � j: , � ;� .�� <r� i' ;,;` r`� '�; ' i . �� ' ��; j� ;�` �i i.�. I � �,-"'" , � /��, -�� ., z� � �- � ��, ��. �`�� i' `•� :. _:'r� i � )'... J / ,,...,? i ' . . '� � � ....,` 7 j,.,,,'.--\�t w � �i :.-- �'�' � .�..�..' ,� .,a i�..�.. /��s r V ,1,,,,� ..,.... � .. . � ., `�i �' , 'd . WL HEREBY CERTIFY THAi TH15 IS R TRUE ANO tORRECT (2EPRESENTAT1O1y OF A SURYEY OF TNE BOl1NpAR1ES OF THE �AND A60VE DEXRIBED AND PFTNE LoGATION OF ALL 6UILUlN65, iF AWY, TKEREON , AND ALL V►SIBLE ENCROACHMENTS, ,F Au.r, FROM oRON sA+o u�NO. MINDER ENGIN�.ER4NC� CO., INC. DKf'ED7N15 ��(OF ,. . P.O.t�j" FiSG�t-1�,EQ,$y A�ID 5lt,RYEY�a-S� % .�.� /'� :'` j, ' .7 . , . . . ,. . / �,,i., ' � ; sk".. �d. .r•"_ w� ,f_j t ( 1 �.q�-C�"'''L f �� . —r ' �