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P - 35083Build:�g Inspections 763-572-3604 763-502-4977 FAX DATE�� SITE ADDRESS _ THIS APPLICANT IS: PROPERTY OWNER/ TENANT '�� BUILDING RESIDENTIAL APPLICATION ��✓ G � �i 'OWNER CITY OF FRIDLEY EFFECTIVE 1-1-2011 . YOUR E-MAIL ADDRESS �G�'CJ .Z ��XJ�� /'�': �T U (rf',!/ .�iN �c�'tJ7 ^. ❑CONTRACTOR NAME: �/�%1�j�' � i�� I.� L,�RZ ADDRESS: /,� / r' fi, °!J� re�7' �r PHONE: ��,� S l� �` 9�� S CONTRACTOR ' N�4�:_ SUBMIT A COPY OF STATE L?� YOUR STATE LICENSE AND CERTIFICATE OF ADDRESS: INSURANCE PHONE PROPERTY TYPE PERMIT TYPE TY.PE OF WORK: DESCRIBE WORK BEING SIZE OF [MPROVEMENT_ ROOFING NUMBER OF SQUARES GARAGES PROPOSED SIZE: PROPOSED HEIGHT: SIDING ❑ Vinyl ❑ Aluminum ❑ Other # '� SINGLE FAMILY/NEW CONSTRUCTION ❑ TWO FAMILY/NEW CONSTRUCTION ❑ ADDITION ❑ GARAGE/SHED Permit No.: �� Y� Received By: Date Rec'd: �` � ��N, �.�u CITY ��/�.� � STATE/ `�ZIPS CERT NUMBER CITY STATE ZIP FAX SIZE ❑ BASEMENT FINISH ❑ ROOF ❑ DRARV TILE 'SiDECK ❑ SIDING � OTHER ❑ NEW HOME CONSTRUCTION �( MAINTENANCE/REPAIR F� �PPTI�.t� „I„! �/ ❑ SWIMMING POOL ❑ ADDITION ❑ REMODELING -k c�; rl. N� w?7F� k ' w1nTU �� HOUSE ONLY ❑ HOUSE & GARAGE ❑ ATTACHED GARAGE ❑ DETACHED GARAGE S�'�z� rr a,y/ 6 c '"�� SOFT a BASEMENT REMODELING SUBMIT: I . Existing floor Plan 2. Proposed floor pian 3. List of sVuctural members to be used 5 � FOR NEW CONSTRUCTION MCLUDING DECKS, ❑Soffit ADDITIONS. & PORCHES SUBMIT: ❑ Trim 1. Site Plan/Survey showing the existing suuctures ❑ Fascia and proposed project. 2. Two sets of construction plans WINDOWS 3. Energy Calculations IN EXISTING OPENINGS ❑Yes ONo LOCATION OF WINDOWS FOR WMDOWS — PROVIDE U-VALUE AND OR FOR NEW OPENINGS-DESCRIBE SIZE OF MANUFACTURE STICKER ON WINDOW. OPENING CHANGES & TYPE OF WINDOW TO BE INSTALLED NUMBER OF WINDOWS ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS: (USIN THE 1997 U.B.0 FEE SCHEDULE) TOTAL JOB VALUATION $ °'�,' rj�''�� 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 far determination) $ ft+6ft= ftx$25=$ $ $450 Conservation Plan Review $ Fee Determined by Engineering $ _ Agreement necessary ( ) Non Necessary ( ) $ ,. , Make checks payable to: City of Fridlev Attach THIS IS AN APPLICATION FOR A PERMIT-NOT VALID UNT[L PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application for a permit and ' rk ' not to start without a permit on site; that the work will be in accordance with the approved plan in the case o ar ict► require e ew and approval of plans. r StGNATURE OF APPLICANT E�� PRINT NAME �R/fNK S'Fj7�I E L.A R Z DATE J�,� y 1�' .�-a// APPROVAL INSPECTOR SIGNATU ei ✓S , . . - . � � � f � ��'��T��,�:� � ��. �� , ��;� i��►�.. � t� � su Rv�:�ro�zs � • ,� _r_.______. ��G1 fVEERS A . L�.t+O aVC3vEY�HO • ' . . SOtt.� TESTiNO L�VlL 6�. MUNIGIPAL EIV0INEERINO LNN� �ANNINO . 6418-5GT" P�VENUE N. M►NNEAPOl.tS 2T, MINN. . ' KE T- 3637 . �� tr`� ii �� c,� �� t� IF �� Q� ��'�'`'�t; . � f�� . ':�'_ �� , � � , , r' a -. ; iL: ,� �� , � - i ; ! _'_ ._ '�- ��' • '+ ' �...-- - d % _.._�� :_.r..�:...,r-== ��. ij . ! i I�� , . t� � U � •.z .� ,�� ;�� :i;; v,,� �{v �� .- �,: ,� � � � � �' �� ` �� . �� • ' ' �. � " `} t `� � 4j, ` t " ,, � �� ' � � << �� , • +� � � ��c, - . � . �� . �:�._ � � <' �. F �" ;� � �.. .� . � . �� I� � ^• i . i\ �� , � �� i � � , N �1 � � : .;��- -/n .:��-:'!', . c: .:<:. ..,T ,� f , ` -- --- -- --- �._ .._. .,. �.—t � r � }1 � �1 . �. 4 i 1 � . � i }• �� F ! ,��CI- / ��' �� _.._..�--- _ , ^ ��3�� . .� � l� �� . � • ..`1� � ` �. .. .. • , . , j � }`r �1 - .r : ' �-� � , / : �°..;,.,�, ... � , C, � ��-+�'" .-� �� .. ._ l ;,r�. . ;:;,, - :.... . ; . .. , . . � .. WF HE�.�9Y CERT�fY THA? 'fN15 IS A TRUE ANO CORRECT REPRESENTATiV�,i OF A. SURYEY OF iH� B�h10P+R�ES OF THE tA.�+D A9^YE OESCRtt3E0 ANO bF TNE LOCATiON QF ALL 8!1llDliVGS, 1F A1aY, 3KER€ON , AND aU. ��StBLE ENC2d�CNMENTS, �F 1�*tY, fROM OROt� SA1p 1.A�1D. M��DER ENG�NEERtN� co., INC. OA*,lP ih�i �••r OnYOF ��. � � �`.D.I�j'_'i EN6�N@ERS� ANp�., StJRvgYO4S' . � �r' • � / . . � i ..^, '' a"" , . , 1 , INSTALL NEW 2x8 LEDGER TO SUPPORT STAIRWAY FRAMiNG EXISTlNG LEDGER TO BE REUSED AND NEW D�CK JO{STS TO BE A7TACHED EXISTING WITH STANDARD FACE MOUNT HANGERS CMU WALL _ __ _ T�!-�'a-�i.9$--G{3Rl(---S-H -�1 c_i i STAIR BUMPOUT NOT �,� Q�'A�LAB�E OfW TFiE Q� O� ` TO EXCEED 42"x42" � S�=E F4R fiHE FRAM NG �i � �ND �'INAL INSPECTI NS I (2)2x8 MEMBER 4x4 OR 6x6 COLUMN TQ FOOTING BELOW � W � 0 } m � w � Z � � � � � � ¢ H � 0 ¢ a 0 z a � � O s cD Ua H � O � � x N LINE OF EXISTING CANTILEVER U O � co r C�J � � O � � N BEAM PERIMETER LINE OF DECK , PLAN S2 PARTIAL PLAN V4EW FOR REFERENCE ONLY U O _ co C�J H � O -� � x N PTOf eCt: 1 hereby cehNy that tl�is plan, spedticatlon a report was prepered by Deck Connection Details me or under my direci supervieion and that I am a dWy IJcensed Professlonal Engineer under the laws ot the State of Mlnnasota. Sedzielarz Residence Date: 7-1411 u nse Number: 46665 1318 Hillcrest Drive, Fridley, MN Frank Sedzielarz CNent: ��: 1318 Hiticrest Drive, P"^�Na"'B` NickHanson ze�,smn�sw Project Number: 1.0032 /� ^ "�'B'�� 72""�;� Fridley, MN 55432 Drawing Date: Julv 14.2011 `'� ,�rwx,,hr,,,onprouq,,,►con, Sheet: 2 of 2 V� OO COPYRIGHT HANSON GROUP LLC 2011 T ' �r/1 YI Rev SCOPE DESIGN AND DETAIUNG OF CANTtLEVERED CONNECTION FOR THE DECK REP�ACEMEN7 AT THE PROPOSED SINGLE FAMILY RESIDENCE REMODEL/ADDITION. CONSTRUCTION IS TO BE DONE IN AGCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE. NOTES 1. THESE DOCUMENTS APPLY TO THE STRUCTURAL REQUIREMENTS OF THE DECK CONNECTIONS AND MEMBERS OUTLINED IN THESE DOCUMENTS ONLY. REFER TO HOUSE PLANS FOR ALL OTHER lNFORMATION NOT SPECtFICALLY OUTLINED IN S1-S2. 2. ALL WATERPROOFlNG MATERIALS AND METHODS ARE TO BE BY OTHERS. ADEQUATE FLASHING AND DRAINAGE ARE REQUtRED TO ELIMINA7E WATER ISSUES. 3. CARE IS TO BE TAKEN DURING CONSTRUCTION OF DECK AND LATERAL SUPPORT SHOULD BE PROVfDED DURING CONSTRUCTION. PROVIDE ADDITIONAL BRACING DURING CONSTRUCTION AS REQUIRED. 4. CONTRACTOR & BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO WORK. CONTACT ENGINEER IF ANY DISCREPANCIES ARISE, 5. ALL RAI.LINGS OR CONNECTIONS ARE BY OTHERS AS REQUIRED. 6. CONTRACTOR/OWNER IS TO VERIFY CONDITIONS AND MATERIALS TO BE REUSED PRIOR TO CONSTRUCTION. 7. ALL tNFORMATION USED IN THESE DOCUMENTS WAS OBTAINED ON A SITE VISIT BY NICK HANSON, PE OF THE HANSON GROUP ON JULYi i, 2011. IF ANY iNFORMATION IS DEEMED tNACCURATE, PLEASE CONTACT THE HANSON GROUP IMMEDIATEIY. 8. ALL FASTENERS AND CONNECTIONS ARE TO BE GALVANIZED OR PROTECTED IN AN ADEQUATE MANNER. MATERIALS WOOD: TREATED MATERIALS TO BE SYP #2 OR BETTER DECKING: TO BE DETERMINED BY CONTRACTOR TO BE SUFFICIENT WITH DECK LAYOUT AND SPACINGS CODES � 2007 MINNESOTA STATE BUILDING CODE w/ AMENDED 2006 IRC 2x8 JOISTS @ 16" O.C. NEW 2x8 LEDGER TO BE ADDED TO �EXISTING LEDGER w/ 0.131 "OJ x3" NAILS Qa � 4" O.C. OR EQUIVALENT SCREW PATTERN 1'-6"t NEW 2x8 JOISTS @ 16" O.C. (2)2x10 BEAM AND 6x6 COLUMN . �CONS7RUCT10N BY OWNER NEW SIMPSON LUS26 FACE M011NT HANGER-OR EQUIVALENT AS AN OPTION: INSTALL SIMPSON A35 ANGLES AT THE EXISTING JOISTS ONLY EXISTING CMU WALL 7,_O" , sECTioN S1 PROPOSED NEW DECK FRAMING Deck Connection Details Proj�` Sedzietarz Residence 1318 Hillcrest Drive, Fridley, MN Frank Sedzielarz � 1318 Hillcrest Drive, ze�,sN, a�e sw N�, ��^, """ �,�2 Fridley, MN 55432 Te1612•708-0108 ,�.�.��o��.� �O COPYRIGHT HANSON GROUP LLC 2011 Citent: 1 hereby certlfy that this plan, spedflcation or report was prepered lry me or undar my direct supeMsion and that I am a duy Licensed Professio�al Er�pineer under the laws ot the State oi Minnesota. Date: 7-1411 nse Number: 46665 Signed: PriM Name: Nick Hanson Project Number: 1.0032 � � Drawing Date: Julv 14. 2011 Sheet: 1 of 2 3'-0" Rev )esign #:88631 � " ' R � 7/14/201-1 .- . *** Take this sheet to the Building Materials desk to purchase your materials. *** �ou selected a 1 level deck with: Below is a section of the railing style and ressure Treated Framing Material options you have selected for your deck. i x 6 Framing Posts I-1116" x 5-118" UltraDeck Fusion Gray Deck Boards � r,. 're-cast Footings r, :. .. 'lastic T-Clips with Screws �`� �� , itainless Steel Framing Fasteners ',ladding and End Caps ��' �'2�i ..,� �andrail selections: 36" Ultradeck Fusion Gray Railing 30" Petina Round Spindles �ound Aluminum Spindle Fastener �"x4"x48" Pressure Treated Railing Post =usion Gray Post Cap =usion Gray Post Ring aray Fusion Shaped Handrail — �� . . �� _ ,, � .�� -��_��m Spindle placement is approx. 4" apart i ' Y� � N • � I�Os L , d`is�.. � 3 ��%. � � �, �` � � � -� _ -� � �� _ -� � �c � � � � . °Y,;r � � � <� � pending on tyle � �%?. �' =� v� d � Y�► �N tb �C,� � �l$ 14B COPY SHAl.�: B� AYAtLABl.� ON TM� JGB �tTE FOR ?HE Ff�A(�ING �t�� FiNAL IN�SP�CTf�,NS . --� i �� 'n �� e,s ' ,�I� �i � N � `� t�,�,� ��. , Illustration in�ended to show general deck size and shape. Some options selected may not be shown for picture clari . Today's cost for materials estimated in this design with options: 5,460.03 'The base price includes: 40 PSF deck live load, AC2 treated - horizontal 2x6 '(BASE price): $1,330.28 deck boards, 4x4 posts, 2x8 joists and beams, galvanized framing fasteners, ***Monthl BIG Card Pa ment would be; $153.33k** AC2 treated 36° Veatical handrail to joist without posts, and premium screws. Y y �ou may buy all the materials or any part at low cash and carryprices. Because of the witle variable in codes, Menards cannot guarantee that materials listetl Nill meet your code requiremen�. Gheck with your local muniapality far plan compliance and building permit. These plans are suggested tlesigns antl material ists only. Some items may vary from those picturetl. We do not guarantee the completeness or prices of these structures. Tax, labor antl tlelivery not included. Joist Layout for Your Deck The Scale is 118":1' Design# 88631 Mark Length Description Usage A 2'9° 3-2x8 Micropro Treated Joist B 11'9° 2-2x8 Micropro Treated Joist C 9'9" 15-2x8 Micropro Treated Joist D 6'9° 1-2x8 Micropro Treated Ledger E 2'1-1/2" 1-2x8 Micropro Treated Rim joist F 19'10-1/2° 1 2x8 Micropro Treated Ledger G 9'10-1/2" 1-2x8 Micro pro Treated Rim joist H 20' 1-2x8 Micropro Treated Rim joist ° I 3' 1-2x8 Micropro Treated Rim joist Joists to be on 16" centers. Joists to be hung from the ledger with joist hangers. Joists to be toe-nailed to beams with 3-1/2" (16tl) galvani2ed nails. Rim joists to be face-nailetl to joists & ledgers with 3-112° (16tlj galvanized nails. Y bracing is estimated, but not shown. Blocking and bridging may be required by your local code. � � .�> � vi `�.�''.0 � U �p ��C �'E � > .�_ �.� �� N c � � ��.,?"�L � � o-S �Y� x � �—� °�'`�� m��U �� .�� N� �� o V U N � N � �oa,� � �-a,�- ��y� �� '�i=yyN s��, -��.. ��,Q� ��do �� _ �� o�=� N � €� C1i � �� Cf� cON-��—� ��'� C = Q '� c� � � �o�� c'v �,� c� � c� v �� E�� o�g� ��c�ao �� o .� Layout dimension sheets are intended as a construction aid. Not all options selected are shown. M � � � � N � � � °<i � � � , Joist Layout for Your Deck The Scale is 1/8":1' Design# 88631 Mark Length Description Usage J 8'10-1/2" 1-2x8 Micropro Treated Rim joist K 4'1-1/2" 1-2x8 Micropro Treated Rim joist L 2'10-1/2" 1-2x8 Micropro Treated Rim joist Jois� to be on 16" centers. Joists to be hung from the ledger with joist hangers. Joists to be toe-nailed to beams with 3-112" (16d) galvanized naifs. Rim joists to be face-nailed to joists & ledgers with 3-1/2" (16d) galvanizetl nails. Y bracing is estimated, but not shown. Blocking and bridging may be required by your local code. � �� Q�� :� � � ��> � ��,-�, �o�� >o � � a�� 330� �Y� � os �a~" �� L �� m��N �_�� U ��N d'y� L�+p� O � � � U C O p�Q- � � � O N � N N � � � N � = N � � 3 C � C� �j � 0- 'C,�.� y � � �H � C-�� R� _=n' O �� C �� .�� ca a� � a� a�i�� 0 �a v� ,c�a� �oa> ��c� ��d �� O � U•�' N � d � O rL p� � O � Layout dimension sheets are intended as a construction aid. Not al( options selected are shown. � � �� .�. � �� ► � � � � � � � �w �esign #:88631 � *** Take this sheet to the Bui . � G . + • R ina Materials desk to urchase 7/14/2011 materials. * * * Levei 1: 27' x 12' 8' off the ground orizon a �ecTCing 2"x8"Joi �ntilev ' ' ts x 10" ams . S 40 PSF Deck Live Load � �� 2 �� .� ��....� i . rw�v �a'' o r �.rv� c��a � � � v S�Ul� �� , �. � I� ► i� �� as-�- --� �.w� � r� l . � � � � � � �� , , � � � � ,. _, w _ 40 � � � � �� h 1'oday's cost for materials estimated in this design with options: $5460.03 'The base price includes: 40 PSF deck live load, AC2 treated • horizontal 2x6 *(BASE price): $1330.28 deck boards, 4x4 posts, 2x8 joists and beams, galvanized framing fasteners, ***�or�hl BIG Card Pa ment would be; $153.33*** AC2 treated 36" Vertical handrail to joist without posts, and premium screws. Y Y Post and Beam Dimension Sheet Design# 88631 2�� Posts 2'-8" 1'-8' 6'-11" '-2" 2° 2�� 6'-11" 6'-11�� .,� ,: in CV I r � � � T � � 0 � ,-�- �,� z��r�.� �� ..uw��p4��.', . Z � `'�,, V"R...C� �' �� o� ��Ls�" � �S " � �� Jo�s�- l� �_ ��I �w�:>> � �� 1 J (� ...�. �'� ° � �� LiCI �. � Vl WlF uJ � ��r � o� � �� _ c� � t _ � ` � _. �� i�� -�- h��k ��. S�� ♦ � � m�c�N �'�cu�i c.a �rna> •Qd-y� �� o � U N � c O � Q- cSY Ap�ji O � � N y U � � � �i = N N O 3 C � � � Q ioyQ� � N N o � TtA N U C•�� G; �: N Oc� � �-�+ C � y C� � Q_� •�� C� � ��/ I � �C �C �� ,�� o �� .,«�� oU� �,� C� � � � U O d .- � C��.s'. ' ��.� I� =- �� -� �� 1 , � �k z..- �k co' I��S N � � °.� �r� 1 ♦ ` W��«��S �= �� _ ,(� �,�,, •�o� ' ~�-� �,, ��. . - v,� � �, �a�' � ��-� � Layout dimension sheets are intended as a construction aid. Not all options selected are shown� � � � � � � � � � . � � � , � r�_ "F � � Beam Layout for Your Deck The Scale is 118":1' Design# 88631 Mark Length Description E 4' 2-2x10 Micropro Treated F 14'11-3/8" 2-2x10 Micropro Treated G 8'0-6/8" 2-2x10 Micropro Treated � � �� '� �:� �-°-� o � cE�a � �-�,-�, �� >o .� a> >.?.�- �� a>� � X o� �u~ a�V�'- u5 � � d �c�� mE�� C6 t/� y (��'C N '.U�_. C''y� Q� d Z"a� 0 � $ � N N � C O p�0. cSt '�'+�L . y � N O N C`�.>E�'N �_`a� °�cd a �N�S �� .�� =� °�� _ �,�� ==g ��-a° -� � �� O v a��N � � � N � � � �•N � d � O �2 p� •o� Layout dimension sheets are intended as a construction aid. Not all options selected are shown.