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P - 45725Building Inspections 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: BUILDING RESIDENTIAL APPLICATION ❑ OWNER ADDRESS: PHONE: CITY OF FRIDLEY EFFECTIVE 1-1-2011 Permit No.: Received By: Date Rec'd: E-MAILADDRESS �r��p�vLAO✓G� (�'N �+'L;�s/1'.-C{'ik►i1 �CONTRACTOR CITY STATE ZIP STATE LICENSE #�(�� "'%%(�i ? �� LE.4D CGRT NL!MBER ADDRESS: ��.�,�` �0✓I/c�C.,_. S'r% 5''�C 3 CITY STATFI�'1�ULIP `S�S�O PHONE /�f�—�C� i/'' �i % FAX 7G3 - �3 °" /�J � �SINGLE FAMILY/NEW CONSTRUCTION SIZE " � ❑ TWO FAMILY/NEW CONSTRUCTION STORIES / � �j:l�.� �'% ��+�r � ❑ ADDITION ❑ GARAGE/SHED ❑ WINDOWS � - ❑ BASEMENT FINISH ❑ ROOF ❑ DRAIN TILE -_-`J ❑ DECK ❑ SIDING �OTHER ❑ SWIMMING POOL ❑ NEW HOME CONSTRUCTION ❑ ADDITION (a�MAINTENANCE/REPAIR ❑ REMODELING DESCRIBE WORK BEING DONE: SIZE OF IMPROVEMENT ROOFING NUMBER OF SQUARES GARAGES PROPOSED SIZE: PROPOSED HEIGHT: SIDING ❑ Vinyl I ❑ Aluminum ❑ Other / �a �_ �C N'INDOWS IN EXISTING OPENTNGS ❑Yes ❑No OR FOR NEW OPENINGS-DESCRIBE SIZE OF OPENING CHANGES & TYPE OF WINDOW TO BE INSTALLED LENGTH ❑ HOUSE ONLI' ❑ HOUSE & GARAGE ❑ ATTACHED GARAGE ❑ DETACHED GARAGE ❑Soffit ❑ Trim ❑ Fascia LOCATION OF WINDOWS NUMBER OF WINDO �� HEIGHT FT BASEMENT REMODELING SUBMIT: 1. Existing Floor Plan 2. Proposed floor plan 3. List of struc!ural members to be used FOR NEW CONSTRUCTION �NCLUDING DECKS, ADDITIONS, & PORCHES SUBMIT: L Site Plan/Survey showine the existing s[ruc[ures and proposed project. 2. Two sets 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: (USING THE 1997 U.B.0 FEE SCHEDULE) TOTAL JOB VALUATION $ �' �'� 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 � i .–. L�— $ $ ' ��r �-�' $ � �' (,' $ t .�c:�. $ $ $ $ $ $ �,t`'1�G1� 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 deter�nination) �+6ft= ftx$25=$ $450 Conservation Plan Review Fee Determined by Engineering Agreement necessary ( ) Non Necessary ( Make checks aavable to: Citv of Fridlev Attach Stipulations THIS IS AN APPLICATION FOR A PERMIT-NOT VALID UNTIL PROCESSED i hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application for a permit and work is not to start without a permit on site; that the work will be in accordance with the r--�_ . . approved plan in the case of a� 3+✓orl�ic�requ�res review and approval of plans._ �;�, ) SIGNATURE OF APPLICAN'f �F �,-• `-+.-. -. - PRINT NAME �T�'^L��. }..� � � � P ! ' _ i: ✓ �' X"• DATE ./ r�-, - - .`. APPROVAL INSPECTOR SIG�?IATliRE �- 'L PLEASE NOTE: SEPARAT P- I_.S ARE REQUIRED FOR PLUMBING, ELECTRICAL AND MECHANICAL WORK �_____— ■H HERZOG � � ENGINEERING LLC October 25, 201 ] Grandemoore Carpentry, lnc. Attn: Adam Denny 1922 First Ave. South, Suite 240 Anoka, MN 55303 Re: Structural Inspection — Damaged Roof Truss 6500 Channel Road, Fridley, MN Project Number: 111 103 Dear Mr. Denny: On October 25, 2011, I inspected a damaged truss at the residence at 6500 Channel Road in Fridley, MN. In particular, i was asked to inspect a scissor truss that had water damage. About a fourth of the truss was visible at the time of my inspection. A portion of the ceiling framing was removed, and a portion of the roof sheathing was removed, so I was able to view the truss from above and below. At the worst part of the truss, about I" of the top of the top chord and Yz" of the bottom of the top chord was rotten. About '/z" of the top and bottom of the bottom chord was rotten. The rest of the truss member was in satisfactory condition. Since there is enough of good wood to fasten to, I recommend fastening plywood to each side of the damaged truss with 2 rows of 8d nails spaced 8" o.c. for the top and bottom chord, and any web members (the web members were not visible at the time of my inspection. Care should be taken to install the nails into the non-rotten portion of the truss members. Please see the attached sketches detailing the required reinforcement. Since only a portion of the truss was exposed, it was unclear if the entire truss has water damage, or just a portion. If the North half of the truss is not damaged, the plywood can stop 2'-0" past the peak. If any of the North side of the truss is damaged, the entire truss should be reinforced. If you have any questions, or need anything further, feel free to contact me. 1 can be reached at: (651) 336-8617. I hereby certify that this report was prepared by me and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Sincerely, Herzog Engineeri�g, LLC �� Joshua Herzog, PE, LEED AP Structural Engineer MN License #42392 Enclosures 3346 Hennepin Ave S � Suite 200 � Minneapolis MN 55408 �(651) 336 8617 � www.herzogengineering.com � � � � � � �� M � � � � � �0 N � °' � C �� O � N � Q � � � � � � OO c , N 1� � •� C I � Q � � � wo � � �O M � � � M � � 0 i ti � � M � ti X � � � N ti O M ti N � CO N C O � � � � � � � � O V � �I� � �A+ W � v � � W � � � �� _ � L � � � _ � OO � V � � �� Q � � � .V �� .� � W V � � J � � V C . ., i — C � a _ � .L Q. � � .� �� L � � � � � � J � N N � � ti � � � 0 � L � �. ti O ti � � � 0 L � � � � � _ a� .v J _ � � � � Q �o �,., 0 A f � 0 �� U� � M L� ~ � � � *+ r O 0 � � = O .� r � Li�i Ln • - ♦ � o � � � _ ' � a � *+ � N ■ ■ W L W � � � � Z � � � i � � �� J � ��•+ V 0 � � �� r � � � r � N � �� O . � m � � L � � � � m a � d � � O U � N � '0 � 0 � O N O� N � d' 0 � � ❑ L � 0 U Z ti � 0� M � 0 �c G � � � � L � O U O � O N \ � N � O � i+ � 0 � � .� � � W �flk;;°�#�,tti" � T � N � O� N O � c� � C � t0 .Q � W � � d � �`� 0 W L � � � C � L 0 � � C G O U d � Z � c� c � L 0 U � � � � c a c cB 0 � c� J O C N � c� � N � � 0 � �� C 11') � � �� Z � O � � � � �- �c VJ C � � � � Z Qa � � � � � o ,� �� J ` M O � N s �-+ � O � cv � c � E 0 U a c c� a� 7 � L � 0 � � � r: � � e b � �J � 1 J .� 1 '�J./1 "s � l • � � „s 'F_ � � � , / � _� � � �J J � � � �� 3 � C��. �Q � � � � , � a- �- i o� � � �, � � � �H HERZOG �� ENGINEERING LLC �� t`�"C1� �^ SG�SSa �- -tczJ s S FOR N �- PROIECT /_ C^,,.� C��L 2 !'1/l.r/ -�2��Y � Mn1 PROIECT H0. i�� l. � SHEEf NU. DATE BY -ZS-t S� �ioK�tH Na�� oF -rt�v�5 IS �b-r p.PM,*(ygD� PI.YWooD �fP*� � STORPED 2'-0" Pqs-r Y�ak,. �rttf��W�SE �IJTIfLE -rC�vSS SNp��D 6E T�.��r�F�2i,�E� �-(y� ��Ywvov . �� i ' � � �� /�� .\• �( � / � � . `. \ �� ' � � ' �\� _—'; �— -� � 3M /ct pt1'w000 o r� 3o-t�r s��GS oF P�MPcGED �(L�SS � � � � ��, .Y� L�PtJ-7o F cC,� vr. � 1.1G� � S D}a �W,{tU�p�� S tST�(L �J�jw Z� � �rc�+ rm �,�o tL�t�rg rz Z ' � ' -�- � � � i � C-� 4'�c, S ! � G� � �� G4 kJ u'�J �2GV1 S � � `�� 1��. a� �� - - ^ -f�CuS.S T��IN�KC�/1�N`f N � SG,v.1� E �.. -� Ca ��-�c�, ��? � �-�-z� z-� . �= . � www.herzogengineering.com � 3346 Hennepin Ave. Sauth, Suite 200 Minneapolis MN 55408 � 651 336 6617 � faz 163 210 5620 �H HERZOG � � ENGINEERING LLC C� �'y� P�YW ooD Or► 6aN ��D�S �� -1'ft��SS. S7AW(r�� PC.Y�oo� SOinfTs � G-� � o iJ Nv SCPcI.t �oo� S�t�pcc�t�,�G - — Tc�P c+�b� o� �wsT�r.�. -�R,�sS �2) TtvwS oF $�( NAt�S �' g" a. �. (ZYP �IC Pr�-i �o�on►�, Gb�P OF b�,�sT►� TR,vSS www.herzogengineering.com � 3346 Hennepin Ave. South, Suite 200 Minneapolis MN 55408 � 651 336 8617 � fax 163 210 5620