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Home My WebLink About2017-01439 - new house CITY OF ORONO * Z g 1 7 — QJ 1 4 3 9 * 2750 KELLEY PARKWAY DATE ISSUED: 12/04/2017 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 3257 SHADYWOOD CIR PIN : 20-117-23-11-0047 LEGAL DESC : SHADYWOOD VILLAS : LOT 6 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 420,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,SEPTI��I��P�ACE,GRADING,FIRE, WATER CONNECTION,SEWER CONNECTION,LAWN IRRIGATION,OTHER �;WELL(STATE),ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 3,125.92 CHARLES CUDD LLC PLAN REVIEW 20.48 15050 23RD AVENUE N STATE SURCHARGE(VALUATION) 210.00 PLYMOUTH,MN 55447- S.A.C. 2,485.00 �� TOTAL 5,841.40 Minnesota State License#:BUIL-BC635245 Payment(s) CHECK 43220 5,841.40 OWNER Casco Ventures LLC 16192 STATE HWY NO 7 MINNETONKA,MN 55345- AGREEMEIYT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or no[specified herein.This permit will expire and become null and void if construction suthorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commbnced. The applicant is responsible for assuring al(required inspections aze requested in conformance with the State Building Code.This permit may be revoked at any time for due ca e. 1a � / � !�� `/ � l 7 plicant Permitee ignature Date Iss d By Signature Date e CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS �O A , Mailing Address: Permit number: �/�� l�lO PO Box 66 Crystal Bay, MN 55323-0066 Date received: ��"�3/ StreetAddress:' Received by: yF G� 2750 Kelley Parkway Plan review fee:��//,,3 �qk�SHp�h. Orono, MN 55356 � ��—� l�3 Main: 952-249-4600 Total Fee: ,/ Fax: 952-249-4616 www.ci.orono.mn.us o�0 /�—� / y 7`� �� This application form must be completed in full and all required information must be submitted. k Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: ?j2.�7 �A'p V�v �il�-�l.l.� Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes � No If yes, a special event permit is required with Police Department and City Council approva160 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APP ICANT INFORMATION: Name: G 5 (�Vp (�O, t�•i•-(i State License# $(�(� 5 2. Expiration Date: -3 - Phone: (cell) 12., Z Z- (office GIZ Zo MailingAddress: tSOrjp , Cit : MotJT ZIP: rj�'j Contact Person: oL� Applicant is: ractor / Homeowner (Circle One) Email and/or Fax: p WOq ' Fj F,(t.G(� L�j'C�. PROPERTY OWNER INFORMATION: Name: pp C-o� t,.Lv Phone (day): ° Address: p�b Z . Cit : �•'{MO�a ZIP: �j�j��7 Email and/or Fax Jp0 C.o ARCHITECT/ENGINEER INFORMATION: Name: (/1� S !.l)'V'n C� Phone (day): � •'1,. Z• ,, Address: 15D o c�t :?�-*t�a�T�► ZIP: ��j��7 Email and/or Fax: a . PROJECT INFORMATION: Description of project: 1. Type of Project 2. Proposed Use 3. Structure Type 4.Sewage Disposal & Water Supply New Construction �ingle Family with ❑ Accessory Bldg./Garage Addition attached garage ❑ Deck �Public Sewer ❑Accessory Building ❑ Single Family with ❑ Office/Commercial ❑ Relocation detached garage ❑ Residence ❑ Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater �Public Water '''`Any earth movement may also require ❑ Commercial ❑ Storage MCWD review&permits. ❑ Industrial ❑Warehouse ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other; (speCify) ❑ Other(speCify) 15320 Minnetonka Blvd Minnetonka, MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation excludin land $ �'�� d� � 9 � ) �,:t�u i�ro r�n� � ; �N�� Last Updated.� January 2016 i STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions (continued) t p ✓ / a. Length (ft.)= �� Number of bedrooms= � 2. Occupancy: _ � �v( , b.Width (ft.)= 3�,'v� Number of garage stalls: 2 3. Occupant Load: �� Areas in square feet Attached = c. Basement= � :L-�� Detached = � 4. Type of Construction: �J :..� d. 15'Story = (-1 I Z- e. 2"d Story= 5. Code Edition: _ Z�l� ' / � 1 �v f. '/2 Story = g. Total Area= -72��0 REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable ❑ ❑ Buildin Permit Escrow A reement and Fees ❑ ❑ Plan Review Fee �.. ❑ Completed Application Form ❑ ❑ Pro osed Buildin Plans-2 full size sets,to scale and 1 reduced 11 x 17 or 8 '/z x 11 set ❑ ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements � ❑ ❑ Survey-2 full size,to scale(meetin ALL surve requirements) ❑ ❑ Hardcover Calculations ❑ '� Se tic S stem Certification ❑ ❑ Minnehaha Creek Watershed District(MCWD) Permit or Documentation from MCWD statin no ermit is re uired ❑ � Landscape Walls and/or Retainin Wall Plans ❑ Stormwater Pollution Prevention Plan SWPPP ❑ Access Permit � ❑ ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information, the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. �-�--l��.� �� ' 3 " Z° �7 ApplicanYs Signature: Date: Owner's Signature: �'�b►�i5 �.� C.O. I.�� Date: Last Updated.• January 2016 Builder Acknowledgement Form Permit #2017-01439 / 3 57 adywood Road Builder Representative Name: Wl 1 � (� Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a foundation as-built survey must be submitted and approved by the City or a Stop Work order �� will be issued. Schedule a minimum of one hour for the framing inspection. Erosion control mechanisms must be installed and inspected by the City prior to any land � disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to � inspection. Erosion control shall be installed and maintained throughout the entire project and must � remain until vegetation has been established. A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning and repair of roadways for any adverse impacts. Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations I� must be submitted and approved. In the event of winter or other extended unfavorable weather conditions(which prevent the completion of the exterior improvements and/or as-built survey)a Temporary Certificate of Occupancy(TCO) may be necessary. A TCO requires a$10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading,sidewalks, retaining walls,etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved prior to construction. w:\applications,license or permit applications\builder acknowledgement form.docx PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: �� cJ �b � ��ermit No.: �� 1 �* ��1 Description of work: �""vvV tTVYVY�� Date Rec'd: '� ' c,� ' � � •� y. R,�w' Septic review by: c�U/v�.1� �-- �� Date Approved: �~ 1 " Zoning review by: Date Approved: 12'T' Building review by: Date Approved: �� (,� � Grading review by: ----= Date Approved: ��/w✓�� Zoning District: �U� Zoning File#: ' Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution /NA fA'12. Zoning: Lot Area: � S /AC Width: Structural Coverage: �SF .Z� o Survey Submitted: Q'Yes � No Date of Survey: ��:�i ' � � Revised date(?): / Landscape plan submitted? 0 Yes Landscaper: � No/ None proposed Pro osed Setbacks: r Front e) Rear(S et) ( N S �E W� ( N S E 1�) Other Buildings Wetiand S�de Side .'�`� � j✓ � � � � ' � � Buildin Hei ht Anal sis: � Q Distance Between First Floor and defined Top of Roof*(See"building heighY' �a� �� definition : \p,�� First Floor Elevation from buildin lans : (b) �' �, �\ � Highest Existing ground level (per survey) or 10' above lowest ground level, (�) ��/. � whichever is lower: d Difference befinreen b and c *: (d) -',, �.,.;� DEFINED HEIGHT . . . . . --�e+�+afa�---{�t}�--- �e� , � t.,� "If hi hest existin ad'acent rade is be/ow FFE-Hei ht is a + d '�'�t"'f Shoreland District MCWD Permit Average Lakeshore Setback gluff Met? �Yes p No Permit Number: (� — 0 Yes � No N/A � Yes No 0 N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and s % and s f� Z,2•3�-J�f p � Yes No 0 Yes o 1 2 3 U 5 Type(s): Type(s): �tn73 S�' Updated: June 2017 z:\forms�plan review checklist 06-2017.docx , � • Fees to be Char ed YES NO y . . Permit t/' . • � Plan Review V' ��`�� ' � s State Surcharge j/ ` ` Investigation Fee �/' SAC-Number of SAC Uni#s /--�,1,�' Other(specify) Square Foota e $ er S uare Foota e Basement (f �K�� x ,l�� _ $ ,�� t�-8 �y�� K«� �3�'L-. X �o . � � _ � I�o q. �5 -loor l � Z.. X j��. Cl � - $ �� Q� �� Garage 9L 2C 7� ��-�7' X J7 • - $ JT 7 ✓�'Q� � J��,r+� ,�y�l Estim�ted Construction Value: $ `1 G..(/, (�/v . Orono Inspections Required Work Requi�ring Separate Permits Footing 0 Site �Plumbing � Grading/Filling Poured Wall Silt Fence/Erosion Control Mechanical � Fire Foundation Survey � Hardcover Removal Fireplace �Water Connection � Framing � Other(specify) � 0 Masonry Sewer Cflnnection �.�1lLat�g/Drain tile � Mfg. � Lawn Irrigation 0 Foundation Waterproofing � Other(specify) � Landscaping �Framing � Septic �Insulation � As-Built Survey Final Required State Permits 0 Other(specify) � Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: �See Builder Acknowledgement Form 0 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: June 2017 z:\forms�plan review checklist 06-2017.docx Christine Mattson From: Christine Mattson Sent: Wednesday, November 22, 2017 10:25 AM To: jsonnek@charlescudd.com' Subject: 3257 Shadywood Circle/#2017-01439 Jon, We have the permit nearly ready to issue for 3257 Shadywood Circle,we are just waiting for a copy of the erosion control permit from the MCWD. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ' Orono I MN I 55356(physica/addressJ PO Box 66 � Crystal Bay f MN I 55323-0066(mailing addressJ "a" 952.249.4620 I 8 952.249.4616 �cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: November 23&24,2017 December 22& December 25,2017 January 1, 2018 i Christine Mattson From: Adam Edwards Sent: Tuesday, November 21, 2017 12:56 PM To: Christine Mattson Cc: Roger Peitso Subject: RE: 3257 Shadywood Road/#2017-01439 Approved From:Christine Mattson Sent: Friday, November 17,2017 3:18 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: RE: 3257 Shadywood Road/#2017-01439 Adam, We received an updated survey. Please review and provide comments. Thank you! Chris^' From:Adam Edwards Sent:Thursday, November 09,2017 2:56 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: RE: 3257 Shadywood Road/#2017-01439 Chris, I've reviewed the subject grading plan and offer the following comments: 1. The Grading plan should be revised to indicate perimeter erosion control measures(silt fence, bio logs,etc.) down gradient from proposed work. Measures must be installed by the Contractor and inspected by the City prior to any work. Contractor must provide a minimum 24 hour notice prior to inspection. 2. The applicant may be required to obtain Minnehaha Creek Watershed District(MCWD)approval and permitting for their Erosion Control and Wetland Protection.A copy of any approvals or permits required should be submitted prior to permit issuance. 3. The site plan shows the storm,water and sewer utilities as"proposed". Those utilities are complete. The plan should be revised to show that. Excerpt from utility as-built below. 4. The sewer and water stubs are not depicted. 5. Separate utility permits will be required for the sewer and water connections. Adam 1 5 y t �^'"• 1 1 5 1 . 9 � ` 1ti r` `�,� -r,r-. ..�' � ^ti.� �� , �� 1 y��i as � � �,� -- � r,�` "'`y_ � 1 � ,��._-�-- �ro�. i ___ --�se- _ 6 i, � 4 �'--�� crsa► �se �� }� � � �� '� � � � �h � �� ! �-.._ P � � �o � � � � �� I i � � t � � +s� � / � , � �� : I � � 1 I� f ,� � � � � ��, P n.+�►a �� .�.. .�� _�....._...�,��r.,,...�_ � — � l �i , � � y l �� d 1 �,-�, � ( ca , 1 �� I � ��1 i I •,,�� 4� l� � �t 5.5 L "�" "! F$ \ P � �. \ \ �'` �� + "� �x 4� �,��\ �\� /� � � �! s,*' � �� 4 � �'r�„�� '�, �-J-•, {+s s1! � 95� r � � � �� t ��"' � � 1��'�, � ,��"'�'" �+ A ��°0`� � t I '� y �� )`r :�� s+w � �� 4�� 4 �r ,, o+s.s �. � '� o+�a.s � � � �, � k � � Jr ti � � � I �� .1�__ � t ;. �� \ �� I ti � �, �� ---'� ` 4 �.— , �: � �i � �`�� °• � � {� �,.-�—t�—�� ` r � i 1,� � � �.` f`# ; ✓ �� — ,- a w �'' ,, � �� ,��f� �. ,,� �----� 1 � , �'��, � � `� �. � �.� � ��r Y I 4 1 � �, 1 '�� .'` `� �,� �.��'v. " i {� ` ^�� '� 't f � �. '�\ �.1'� I � �� ,�� \" ` �� 1 _�4 � +� � � .��s 7A , � ``� rn � ��^ �'---- From:Christine Mattson Sent:Tuesday, November 07, 2017 4:23 PM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 3257 Shadywood Road/#2017-01439 We received a building permit application for a new single family home. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway 0 Orono � MN I 55356(physica/addressJ PO Box 66 I Crystal Bay I MN I 55323-0066 (mailing addressJ '� 952.249.4620 0 8 952.249.4616 � cmattson@ci.orono.mn.us 0 �] www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: November 10,2017 November 23&24,2017 2 �o�o C ITY OF ORONO � � Street Address: Mailing Address: Telephone(952)249-4600 �F G'ti� 2750 Kelley Parkway I P.O.Box 66 Fax (952)249-4616 lA �ti Orono,MN 55356 C stal Ba ,MN 55323 I www.ci.orono.m 'FESH� ry Y n.us November 15,2017 John Sonnek Charles Cudd Co LLC 15050 23�d Avenue N Plymouth, MN 55447 Re: Building Permit Application#2017-01439 3257 Shadywood Circle On November 3, 2017 the City received a building permit application for a new single family home. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. Our engineer has reviewed the survey and has the foliowing comments: a. The site plan shows the storm, water and sewer utilities as "proposed". Those utilities are complete. The plan should be revised to show existing utilities. b. The sewer and water stubs are not depicted. Please have them added to the survey. c. The grading plan should be revised to indicate perimeter erosion control measures(silt fence,bio logs, etc.)down gradient from the proposed work. Please provide two copies of an updated, full-size certificate of survey which meets all of the City's survey standards(enclosed)so we can continue our review of the application. 2. Hardscape Plan. Prior to the issuance of the building permit a hardscape plan must be submitted showing all the proposed exterior/hardscaping improvements,i.e.patios,grading,sidewalks,retaining walls,etc. The plan should include the name of the individual perForming the work. Any proposed patios, grading, sidewalks, retaining walls shown on the hardscape plan should also be reflected on the survey. 3. Minnehaha Creek Watershed District (MCWD). Your project may trigger the Minnehaha Creek Watershed District's (MCWDs) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. Please note,separate City utility permits will be required for sewer and water connection. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO �I�f� Christine Mattson Planning Assistant c via email John Sonnek Mark Gronberg Roger Peitso, Building Official enclosures � . City of Orono 4otio Hardcover Calculation Worksheet , Property Address: 32 S 7 S,tf.t��'l,�t�� '�� c�.�' �cy,t�a Fs c�r,�u1 z �`�t,�a•°� Prepared by: G,�orv FR G r�/!J'd'v e I�!�'�..�"' Date: /�-3-/7 Stormwater Quslity Overlay District Tier: (Circle one) Tier 1 Tier 2 ier 3 Tfer 4 Tier 5 Step 2:(�R PO OSED HARDCOVE In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey(survey must accompany this form). Include all existing hardcover items that are intended to remain,as well as all proposed hardoover items that will be added. Use as many Nnes as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, iderrtify any features by letter which are split at the 75'setback line and calculate hardcover square footage separately for each portion. Survte Hardcover Item(Describe) Length x Width g uare Feet ' e 24'x 30' 720 S.F. a S.F. B 7"' /� S.F. C S.F. � f/s S.F. E E T S.F. F S'S" LtsBL! ' S.F. G IpQ► S.F. H S.F. � S.F. � S.F. K S.F. � S.F. M S.F. N S.F. � S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. V S.F. V S.F. W S.F. x S.F. Y S.F. Z S.F. 1 Total P Hardoover 6"7 S.F. Eaodud�e Ha� Ss�C Cods S�c 78-18Q4• S.F. S.F. S.F. S.F. S.F. 2 Total E�a�udable Hardcaver S.F. 3 Net Pro Hardcover ub�'ac�Ifne 2 from line 1 S.F. 4 Total L�ot Area S.F. Proposed Hanlcover Perant�s I(3)�(4)I L Z.3„$' 'K . Subdlvlslon Applkatbn-January 2016 Th/s!s an lr�rmeNon padcet roger+ding Hendoo�ror. Every efr+ort has besn mad�e to en�e U�eavrac.y d Nie�fomwtlo�n oont�ned henMn;howevesr,!f any infcnn�on!s not consJ�erd wJth pr+ovlslons of U►e C/ty Code,the Code�xovlslons wdl prev�l. Page 18 Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. Completed Application Plan Review Fee Paid 1�1�5 Signed Escrow Agreement &��.a�� S Building Plans (to scale) x2 �� Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 �� Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding his ro�ec�t'.� Signed by: .�-� 1�- Address: �'—�d'�v Z'� L��rv � . , �L`�t"t D� , '►✓l '� ' �-�� Permit #: oZ� �� — l� I �3 9 Packet Last Updated: April 2016 Page 2 DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private data on yourself. 6. Your full name is required to process this application or permit. $F-�u(%� I� �E'C1�1�.�- First Middle Last �,�a�o ��"� �.J� �. Address �V� �o�tH MtS ti 5��"T l�S1-?��-0��7 City State Zip Phone I understand my rights as stated above. � `�`W. `�� Signature Packet Last Updated: August 2015 Page 7 9�� - t�� f �J� fi�'�S� l��1�lC� APPROXIMAt� aQUAR� �OOtAC�E �� I�t FLODR lincluding stairs) N-A- �OY�R StAIR VOLUM� 1�� SUNPORCH 3�� UN�INISH�D LOUJ�R L�v�L _ 2ND FLOOR 'i 15 C�ARAC�� g�2 SUB-tOtAL �INISHED SQ. PT. N.�4. �CR�EN PORCH 125� �INISHED LOUJ�R LEV�L lpsf� 1�� D�CK 3 �� INf�� . ��. 1�42� LOUJ�R L�V�� INISH lmsf� o � ,� � a _ � �� R T E 4 �EM�EfZ REP012T Level,Floor.�Flush Beam PASSED 2 piece(s) 1 3/4" x 20°' 2.OE Microllam0 LVL Overall Length: 14'11" _ _ -- — - - . _ ' . . . _ . � � . . � + i + 0 0 �� - ♦ � _ ■ . , j 7 ' 14' 0 � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actua)@ Locadon Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 6320 @ 4" 10784(4.25") Passed(59%) -- 1.0 D+0.75 L+0.75 5(All Spans) MemberType:Flush aeam Shear(Ibs) 4584 @ 2'1 1/2" 15295 Passed(30%) 1.15 1.0 D+0.75 L+0.75 5(All Spans) Building Use:Residential Moment(Ft-Ibs) 21814 @ 7'S 1/2" 54237 Passed(40%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:ISC 2015 Live Load Defl.(in) 0.115 @ 7'S 1/2" 0.356 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) oesign Methodology:AS� Total Load Defl.(in) 0.207 @ 7'S 1/2" 0.712 Passed(L/827) -- 1.0 D+0.75 L+0.75 S(All Spans) • Deflection criteria:LL(L/460)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at SO'S 1/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stabiliry. Bearing Length Loads to Supports(Ibs) Supports Total Avaiiable Required Dead Floor Snow Tobl Accessories Live 1-Column-SPF 5.50" 4.25" 2.49" 2828 2088 2685 7601 1 1/4"Rim Board � 2-Column-SPF 5.50" 4.25" 2.49" Z828 2088 2685 7601 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live Snow Loads Location(5ide) w�dcn (0.90) (i.00) (i.is) Comments 0-Seif Weight(PLF) 1 1/43 to 14'9 N/A 20.4 1-Uniform(PSF) 0 tu 14'11" �� 12.0 40.0 - floor Front 2-Uniform(PSF) 0 to 14'11" 9� 15.0 - 40.0 roof Front 3-Uniform(PLF) 0 to 14'11" N/A 140.0 - - wall Front Member Notes Porch side beam Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation de�ils. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of th(s software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable foreshy siandards,Weyerhaeuser Engineered Lumber Producis have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in acmrdance wi[h applicable ASTM slandards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/11/2017 8:25:34 AM Steve Licht Forte v5.1,Design Engine:V6.5.1.1 Charles Cudd DeNovo (612)359-1709 slicht@chariescudd.com Page 1 of 1 �� !� p � � ° MEiWBER REPORT Level,Floor.Flush Beam PASSED �� 2 piece(s) 13/4'° x 20" 2.OE Microllam0 LVL Overall Length: 14'11" � _ , y� �s�'��..._ s, ��. �,�, ��;� r ;�� + + 0 0 I � 14' 0 � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 6688 @ 4" 10784(4.25") Passed(62%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam Shear(Ibs) 4850 @ 2'1 1/2" 15295 Passed(32%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residentlal Moment(Ft-Ibs) 23084 @ 7'S 1/Z" 54237 Passed(43%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IeC zois Live Load Defl.(in) 0.123 @ 7'S 1/2" 0.356 Passed(LJ999+) -- 1.0 D+0.75 L+0.75 S(All Spans) oesign Methodology:Aso Total Load Defl.(in) O.Z19 @ 7'S 1/2" 0.712 Passed(U782) -- 1.0 D+0.75 L+0.75 S(AII Spans) •DeFlection criteria:LL(L/480)and TL(L/240). • B2cing(Lu):All compression edges(tnp and bottom)must be braced at 9'8 3/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead F1O°� Snow Total Accessories Live 1-Column-SPF 5.50" 4.25" 2.64" 2977 2387 2685 8049 1 1/4"Rim Board 2-Column-SPF 5.50" 4.25" 2.64" 2977 2387 2685 8049 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. � Tributary Dead Floor Live Snow Loads Location(Side) w�atn �a.so� �i.00� �i.is) Commenls 0-Self Weight(PLF) 1 1/4"to 14'9 N/A 20.4 3 4" 1-Uniform(PSF) 0 to 14'11" �� 12.0 40.0 - floor Front 2-Unifortn(PSF) 0 to 14'11" g� 15.0 - 40.0 roof Front 3,-Uniform(PLF) 0 to 14'il" N/A 140.0 - - wall Front 4-Uniform(PSF) 0 to 14'11" 1' 20.0 40.0 - de[k Front Member Notes porch deck side beam Weyerhaeuser Notes (Z�S�SUSTAINABLE fORESTRY INITIA7IVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 1 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for insi�llation details. (www.woodbywy.com)Accessories(Rim Board,elocking Panels and Squash Blocks)are not designed by this software.Use of this sofiware is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or fremer is responsible to assure that this calculatlon is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certfied to sus�inable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator Job Notes 5/1 1/201 7 8:27:51 AM Steve Licht Forte v5.1,Design Engine:V6.5.1.1 Charles Cudd DeNovo (612)359-1709 sl icht@ch a rl es cudd.com Page 1 of 1 � F� R T E �'� MENIBER REPORT Leve%Floor.Flush Beam PASSED 1 piece(�) 5 1/4°x 11 7/8" 2.OE Parallarn0 Plta§ PSL SL3 - Wet tlse (MC > 28%) Overall Length: 12'8 1/2" __ ____ ---— _ �; : + + 0 0 . ! ,.�, l2� �_,' � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 2694 @ 3" 2694(1.95") Passed(S00%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush seam Shear(Ibs) 2254 @ 1'2 7/8" 7111 Passed(32%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 8166 @ 6'3 3/4" 16718 Passed(49%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.153 @ 6'3 3/4" 0.303 Passed(L/952) -- 1.0 D+1.0 L(All Spans) Design Metl,odology:ASD Total Load Defl.(in) 0.345 @ 6'3 3/4" 0.606 Passed(L/422) -- 1.0 D+1.0 L(All Spans) •Deflectlon crireria:u(I,/4ao)and TL(L/z4o). • B2cing(Lu):All compression edges(top and bottnm)must be braced at 12'4 1/4"o/c unless detailed othenvise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads W Supports(Ibs) Supports Total Available Required Dead F�� Total Accessories Live 1-Hanger on 11 7/8"SPF beam 3.00" Hangerl 1.95" 1031 1768 2799 See note� 2-Column-SPF 5.50" 4.25" 2.03" 1049 1791 2840 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •i See Connector grid below for additional information and/or requiremen�. Connector:Sim son Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1-Face Mount Hanger Special hanger considerations N/A N/A N/A N/A Tribu�ry Dead Floor Live Loads Location(Side) width (0.90) (1.00) Comments 0-Self Weight(PLF) 3"to 12'7 1/4" N/A 19.5 1-Uniform(PSF) 0 to 12'8 1/2" �� 20.0 40.0 deck load Front Member Notes deck beam Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY IN�TIATIVE l Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design�ralues. Weyerhaeuser e�:pressly disclaims any other warrandes related to the software.Refer to current Weyerhaeuser literature for insiallation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party cettified to sus�inable forestry standards.Weyerhaeuser Engineered Lumber Products have been e�raluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbyxy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support informadon have been provided by Forte Software Operator Forte Software Operator .lob Notes � 5/11/2017 8:31:40 AM Steve Licht Forte v5.1,Design Engine:V6.5.1.1 Charles Cudd DeNovo (612)359-1709 � � slicht@charlescudd.com Page 1 of 1 �F t� R T E �" �EP�BEP2 PiEPORT Level,Floor:Flush Beam PASSED 2 piece(s) 13/4" x 9 1/2" 2.OE Microllam0 LVL Overall Length:10'7" #�h.- tf;�� .� "` � e>„1 + I + � � Q _ I . ... . . . . . . .. ._.. I 10' 0 Q All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Resuit LDF Load:Combination(Pattern) System:Fioor Member Reaction(Ibs) 2478 @ 2" 3347(2.25") Passed(74%) -- 1.0 D+1.0 L(All Spans) MemberType:Flush Beam Shear(Ibs) 2010 @ 1'1" 6318 Pdssed(32%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 6274 @ 5'3 1/2" 11775 Passed(53%) 1.00 1.0 D+1.0 L(All Spans) euilding Code:isC 2oi5 Live Load Defl.(in) 0.195 @ 5'3 1/2" 0.256 Passed(L/630) -- 1.0 D+1.0 L(All Spans) �esign Methodology:aso Total Load Defl.(in) 0.259 @ 5'3 1/2" 0.512 Passed(L/475) -- 1.0 D+1.0 L(AII Spans) • DeFlection criteria:LL(L/480)and TL(L,/240). •Bracing(Lu):All compression edges(top and bottom)must be breced at 10'4 1/2"o/c unless detailed othervvise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads M Supports(Ibs) SlJPP01'tS Total Available Required Dead F1O°� Total Accessories Live 1-Stud wall-SPF 3.50" 2.25" 1.67" 622 1905 2527 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.67" 622 1905 2527 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied direcHy above it,bypassing the member being deslgned. Tributary Dead Floor Live L08[�5 Location(Side) Width (0.90) (1.00) Comments 0-Self Weight(PLF) 1 1/43 to 10'S N�A 9� 'I-Uniform(PSF) 0 to 10'7"(Front) 9' 12.0 40.0 Residential-Living Areas Member Notes exercise beam Weyerhaeuser Notes f�SUSTAINABLE FORE57RYINITIATIVE Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrenties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash elocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Produchs manufactured at Weyerhaeuser facilities are third-pariy certified to sustainable forestry s�ndards.Weyerhaeuser Engineered Lumber Productr have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicabie ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support informadon have been provided by Forte Software Operator Forte Software operator Job Notes 5/11/2017 8:34:33 AM steve�icht Forte v5.1,Design Engine:V6.5.1.1 Charles Cudd DeNovo (612)359-1709 slicht@charlescudd.com Page 1 of 1 �F C� R T E b '�EMBER REPORY Level,Roof.•Drop Beam PASSED � 2 piece(s) 2 x 10 Hem-Fir No. 2 Overall Length:7'3 1/16" ; �� - - � i + ' + 0 0 � _ _ � � , - � � � � � , � � 6'8 1116" � � All locations are measured from the outside face of lefr support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combinadon(Patfiern) System:Roof Member Reaction(Ibs) 1023 @ 2" 4253(3.50") Passed(24°/o) -- 1.0 D+1.0 S(All Spans) MemberType:Drop Beam Shear(Ibs) 723 @ 1'3/4" 3191 Passed(23%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residentlal Moment(Ft-Ibs) 1688 @ 3'7 1/2" 3833 Passed(44%) 1.15 1.0 D+1.0 S(All Spans) suilding Code:IeC 2015 Live Load Defl.(in) 0.040 @ 3'7 1/2" 0.231 Passed(L,/999+) -- 1.0 D+1.0 S(All Spans) �esign Methodology:Aso Total Load Defl.(in) 0.057 @ 3'7 1/2" 0346 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 •DeFlecdon criteria:LL(L/360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 7'3 1/16"o/c unless detailed othenvise.Proper atlachment and positioning of Iaterai bracing is required to achieve member stability. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow To�l Accessories 1-Siud wall-SPF 3.50" 3.50" 1.50" 297 725 SOZ2 8locking 2-Stud wall-SPF 3.50" 3.50" 1.50" 297 725 1022 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied tn the member being designed. Tributary Dead Snow Loads Location(Side) w�atn �o.eo) (i.is) Commenls 0-Self Weight(PLF) 0 to 7'3 1/16" N/A 7.0 1-Uniform(PSF) 0 to 7'3 1/16" 5' 15.0 40.0 Roof Front Member Notes front stnop header • Weyerhaeuser Notes (t�5U5TAINABLE FORESfRY INIilA71VE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warrantles related to the software.Refer to current Weyerhaeuser literature for installation demils. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable foreshy standards.Weyerhaeuser Engineered Lumber Productr have been evaluated by ICC ES under technlcal reports ESR-1153 and"ESR-1387 and/or tested in accordance with applicable ASTM s�ndards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product applicatlon,input design loads,dimensions and support information have been provided by Forte Software Operator Forte software operator Job Notes 5l11/2017 8:38:29 AM Steve�icht Forte v5.1,Design Engine:V6.5.1.1 Charles Cudd DeNovo (612)359-1709 � � slicht@charlescudd.com . Page 1 of 1 �F C� R T E �� ENIBER REPOFtT Level, Wall:Header PASSED 2 piece(s) 1 3/4" x 11 7/8" 2.OE Microllam0 LVL Overall Length: 16'11" + + 0 0 _ _ . __ _ __ 16�2�� 0 � All locations are measured from the outside face of left support(or lefr cantilever end).All dimensions are horizontal. Desigll Results Actual�a Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Readion(Ibs) 1498 @ 3" 11419(4.50") Passed(13%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 1256 @ 1'4 3/8" 9081 Passed(14°/a) 1.15 1.0 D+1.0 S(All Spans) Buiiding Use:Residential Moment(Ft-Ibs) 5967 @ 8'S 1/2" 20525 Passed(29%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.212 @ 8'S 1/2" 0.547 Passed(L,/929) -- 1.0 D+1.0 S(All Spans) Design Methodology:As� Total Load Defl.(in) 0.313 @ 8'S 1/2" 0.821 Passed(U630) -- 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(l/360)and TL(L/240). •Bracing(Lu):AII compression edges(top and bottom)must be braced at 16'Si"o/c unless detailed otherwise.Proper atmchment and positioning of lateral bracing is required to achieve member stability. Bearing Length Lwds to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Trimmer-SPF 4.50" 4.50" 1.50" 483 1015 1498 None 2-Trimmer-SPF 4.50" 4.50" 1.50" 483 5015 1498 None Tributary Dead Snow Loads Location(Side) w�drh (0.90) (i.is� Comments 0-Self Weight(PLF) 0 to 16'11" N/A 12.1 1-Uniform(PSF) 0 to 16'li" 3' 15.0 40.0 roof Member Notes garage door header Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of ils products will be in accordance with Weyerhaeuser product design criteria and published deslgn values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installatlon details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or fremer is responsible to assure that this calculation is compabble witfi the overall project.Products manufactured at Weyerhaeuser facilities are third-party certfied to sustainable forestry standards.Weyerhaeuser Engineered Lumber ProducLs have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Somvare operator Job Notes 5/11/2017 8:42:43 AM steve�icht Forte v5.1, Design Engine:V6.5.1.1 Charles Cudd DeNovo (612)359-1709 s lichl@charlescudd.com Page 1 of 1 ��i MEMBEfi REPORT Level, Wall.•Header PASSED :�F Q R � E �+ 2 piece(s) 2 x 10 Hem-Fir IVo. 2 Overall Length:5'3" � � r _ ._ , ., � . � -� + � + o a _ _ _ _ 5' 0 Q All locations are measured from the outside face of lefr support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(Ibs) 1318 @ 0 1823(1.50") Passed(72%) -- 1.0 D+1.0 S(All Spans) MemberType:Header Shear(Ibs) 868 @ 10 3/4" 3191 Passed(27%) 1.15 1.0 D+1.0 S(All Spans) Buiiding Use:Residential Moment(Ft-Ibs) 1730 @ 2'7 1/2" 3833 Passed(45%) 1.15 1.0 D+1.0 S(All Spans) Building Code:isC zo15 Live Load Defl.(in) 0.024 @ 2'7 1/2" 0.175 Passed(L,/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.033 @ 2'7 1/2" 0.262 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) •Deflecdon criteria:LL(L/360)and TL(L/240). •8racing(Lu):All compression edges(top and bottom)must be braced at 5'3"o/c unless detailed otfienvise.Proper attachment and positioning of lateral bracing is required tD achieve member stability. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Toml Accessories 1-Trimmer-SPF 1.50" 1.50" 1.50" 373 945 1318 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 373 945 1318 None Tributary Dead Snaw Loads �Lon(s�ae) wian� �0.90) �i.is) Comments 0-Self Weight(PLF) 0 to 5'3" N/A 7.0 1-Uniform(PSF) 0 to 5'3" 9' 15.0 40.0 roof Member Notes sun porch(deck side)picture window header Weyerhaeuser Notes (I�SUSTAINABLE FORESTR`!INITIATIVE Weyerhaeuser warrantr that the sizing of its productr will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related tu the software.Refer to current Weyerhaeuser literature for installatlon details. (www.woodbywy.com)Accessories(Rim eoard,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdicdon.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry s�ndards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product applicadon,input design loads,dimensions and support informatlon have been provided by Forte Software Operator Forte somvare operator Job Notes 5/11/2017 8:49:30 AM Steve Licht Forte v5.1,Design Engine:V6.5.1.1 Charles Cudd�eNovo (612)359-1709 sl icht@charlescudd.com . Page 1 of 1 Nlirir�esota De�rartaa�eng of Lafoor and li�dus7ry � � �icensi�g�r�d Ce��ica�io��errr"sc�s . Cq�is�ruc�oon��d�s ar�d L"sce�isir�� Divdsion ' � - PG�on�: 653.28�3.50��i • 443 Lafia}i�2�e Roaci�V Email: DL1.�:i��nse.�a s�ate.¢nn.us �aint Pau),MN 55��5 Website; wvuw.s�li.r�r+,�ov/ccld,�sp - � - _ � ; iVOTIGES � � � , 't. ' i NOTTRAI�SF�RA�LE GyARLES CUDD GO LLG 15050'23RDAVE N � �, -- Gli,AN(��Y�UR BLl�9'�ESS S�i�UC'TUF�� `s ' ��1�MtT�N�W AP�L1��1�1�i��F� I��W�f��lY1� PLYMOUI`H, MN 55447 t ��IEW�� REPLAC�INSt1Y�AiVCE P�LI�I� • � „� '� � � �uB�nr�N�vii c��ri��fi�o�irisu�A�� i ��,�� [V�TI�Y�HE DEPAR7`MENT OF A GHANGE IN YOUR �USIN�S�. . Failure to do so,subjecfis you tu administrative penalt�es of up to$y 0,000. � Y5-Day Notice Requirement=,�orms availab[e;onfinsat_www=�lli,mn.gov/CCLDlLieUpdate.asp _=�r=,; __=_=-__ -=-=_'=__ _-__ _ <<__�__= -=_ =__ =_= =_ - _>-'=_ -=_- _- {='=_ -_=- == -_- `-_-=_ • Change in i�usiness:-physi'ca�address,ri]ailingiiddress�.phone number,or email address ==_ -� ___;:_ =_ -___-- _ -_ __ - --- - - = _ - -- _ .=r_ r _:.'r-a - -- --_' � __- -__ ---_- ___- ==- S __ - ___ __s �_-�_ = r __'- Change in coritrol;-oinr�ers otf��ers;;dire�tor ,memliers.partners , =z=.z -=�sri�>' :;�:i , ____ _:x� =, z _. _- . �. -_ .- o Change m busirtess'fegal name afid/ar assumed name � • Loss of or ehange in C�llALIFYIN�BUILDER � . Change in general(iabiliiy insurance orworkers'compensa�ivn insurance coverage [r+m�nediate Notice Requirement—Nn#i�fication�o DLI in wrifirrg . • Judqtr�eaf Debtor. A)icensed cont[actor_-has_�5 d�}rs ta=provide written nofice of the finding that:il;�s_iound,�o._be a judgrr�ent,___ _ debtar based upon sonduet rei�wring}loensur� _ - _ _ - , _ _ : o Bankn.►ptcv Ret�tfon Filed A�r�ens�d�onVa�far has��lays to provide written notice that it filed�pet�ftoniot bank�vp2e�,_�� =-__ o Canvictio.n Nntice. A Jicensed'contractar=tias 10 days:�o provide wri�ten notice thai it has been fo�airct-gwliy Dfa=ielony;:gross � � misdetneanot, misdemeanor or any, compa"rable offense related to 'the license, including convictinns ofi firavd; rnisrepresentation,misuse of funrls,theft,c�iminal sexual aonrluct,assaul2,burglary;canversion of funds, or iheft of proceeds in this or any other;state or any oYher UniTed States jurisdietion: : , ; . Y�?UR GERTIF�CATE IS BELOW THE PF�iFURATtON. SNOIN CER i IFICA7E UUi�EN OBTAlNlNG PERM17'S. . . _ __ _= ~ Minnesota State Energy Code Calculations and Mechanical Code Requirements Form Additional copies can be found by going to: http://www.dli.mn.qov/CCLD/PDF/sbc 1322 cert.pdf fi�� 1� �T11+�1.8 Certifics�t�e .- e�1z��c�� [3ate: �`-3 -��7 sit� Jacidress: �JZ'�� 1�.p�vo7 l�1�-t�1�L� Cor�tract�or IVame: li�a+�-� GUT7D �•D I�Ci lFcerr�se Murnb�er:�ifo3�j �j �Gacatrvn Type of InstalJ'�r! Type tocai�iv�rs 5,rzoe .7mu�Jiatroarr R-i/a�►,u�e ,• Makeu Air '� 1 Raof Ceil" D Com6��on A�r M V�►�tls . - , S 4AFater Heati At� Slab-o�-�rade ,I"dfanrtfa�ctrm�r M�C►de/ Flaar - o - � s p G+ . . Duds Outs�de of�Cvnditiw�d aes Rim Jaist p Exterior or Inbe�gra LoWfio9►I R-Ya/l,� F�ric�ation wafi p �r�-ior. 7r�oegral Airera U-Fa�ctarir .SHaGC s�ou�ar fx�at in cio,�`icie�nt - �� Fenestrati+o[t � O . 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Ventilaticuri fi7ec��ta1 Veirh�ation o 4!a0. o O ,�d �aCl� -�i l�ec 7L�'��a � c,��l� � �o�c e r � Packet Last Updated: August 2015 Page 20 Christine Mattson Z��1 '��'�d'7 From: Elizabeth Showalter <eshowalter@minnehahacreek.org> Sent: Monday, December 04, 2017 920 AM To: jiml@charlescudd.com;jsonnek@charlescudd.com Cc: Melanie Curtis; Christine Mattson;Jack Distel Subject: MCWD Permit 17-595 Issued, 3257 Shadywood Circle, Orono Attachments: 17-595 Permit.pdf; 17-595 Site Plan Approved.pdf Good Morning, I have issued a permit for the construction of a single family home at 3257 Shadywood Circle in Orono subject to the conditions listed in the permit.To allow construction of the home to begin I have included future approval of the design of the permeable paver driveway as a condition. Please note that if the driveway is not constructed according to a plan approved by MCWD, it will not be considered a pervious surface, and therefore the subdivision will exceed 20% impervious surface and a stormwater management plan will be needed for the entire development when future homes are proposed. Prior to January 4,2018 please provide me with: • Copies of the Orono hardcover calculation sheet for aFl three homes permitted in Shadywood Villas • A detail drawing of the permeable paver areas including the location of all underdrains • Cross section and materials specifications for the paver areas. • Additional materials may be requested to ensure compliance with the Stormwater Management Rule and the Minnesota Stormwater Manual Construction of driveways may not take place until the design for the paver areas has been reviewed and approved by MCWD. I will provide written notice to the City of Orono when such designs have been approved. Please note that future homes in Shadywood Villas will not be permitted until the above mentioned materials have been received and approved to ensure the subdivision does not exceed 209�o impervious surface. Best, Elizabeth Showalter Permitting Technician Minnehaha Creek Watershed District Direct:952-641-4518 15320 Minnetonka Blvd, Minnetonka, MN 55345 www.minnehahacreek.or� �� rsy� �' #� Q�� "�^�. �. 4 � h � � 7 . ..... .. �4r�.iois .. JI{INNEMA�IA CREEK WATERSNED DISS�t[CT 1 V �� DATE TIME CITY OF ORONO CALLED IN /2 /7 � , INSPECTION NOTICE SCHEDULED PERMIT NO.��i7—DI4.��T COMPLETED ADDRESS�� =✓�/��%��-- / � OWNER EPHONE NO �� -�`�L �7 CONTRACTOR �� j�— � � DESCRIPTION � � � � �� l� ❑ FOOTING ❑ DEM INAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: cE!/ �o��'+�1 Sw a ��c�..5 'D��^ �J�C 1� � r-,�� S�'��l �`�► Pl��-. �or/-w I �-;d� �se c� � .Fp� �e�i�j m G k J Soi � a D.�e�4�'',S D� . D�Qh Ir�S � �� — S i�'�� TQ .O!^d�L�" �/`n r•� -��''o r O � W � Q � 2 W � W � � J d W� �WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT VYORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 2a hours in advance. (g52) 249-46�0 OwnerfContractor on site: Inspector. .,��, a N �� White Copylinspector's File Canary CopylSite Notice � DATE TIME CITY OF ORONO CALLED IN 1 Ji!l I -L INSPECTION NOTICE SCHEDULED _=� PERMIT NO. a�017-�IN.�9 COMPLEfED ADDRESS�.,�0��7 U �lk��L'icJ( _i /� OWNER E ONE NO. ��a��'"y�p/ CONTRACTOR 1✓u- � DESCRIPTION ��-�` � � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q �POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O�❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTFiACTOR TO MEET YOU:_YES_NO � COMMENTCS: a � GGJ'w►.�— iDc�✓rD�it ' � � - 1-G�iE,� iD e✓ �7td e.f,L �I�ir1�U�K�s i � � � � ' � �Qu� W � Q � 2 W � W � � ��SATISFACTORY:PROCEED ❑PROJECTCOMPLEfE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORHECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL RE7URN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952� 249-46�� OwnerfContractor on site: Inspector. , �� '"- �., white Coovflnsoector's File Canary CoDYlSfte Notice ,/ DATE TIME � CITY OF ORONO CALLED IN �� INSPECTION NOTI E p SCHEDULED PERMR NO.a 0� ^d�y 3/ co PLET D ADDRESS a�� rr /� OWNER TE ONE N ��`�� . CONTRACTOR S � DESCRIPTION �� ' �"�1 � ty ❑ FOOTING ❑ DEMO-FIN L SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERlCONTAACTO TO MEET YOU: Y _ y COMMENTS: 0✓ �� ,57//l� I �r � G v/7 �i h [r� 2 ��r^,��,/ / i'� t �a'�:"�•� 0 � �� b� �oc.r, r�.�-,'dr� Gor1'�-: h v� � 01/�aJ'i�h �.'� C �'S �rt G 1C �. �( � /S �fl Y?2 �O W � Q � W � W � j W ❑VMORKSATiSFACTORIFPROCEED ❑PROJECTCOMPLEfE � �CORRECT VYORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑COIaRECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN iNSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call br the next inspection 24 hours in advance. (952) 249-46�0 OMmedContractor on site: Inspector: �� S D ►� 1� White Copyllnspector's Ffle Csnary CopylSite Notics �� TIME 71� DATE CITY OF ORONO CALLED IN 9' INSPECTION NOTIC�_ OI N 3C� SCHEDULED T� PERMR NO. 1 / MPLETED ADDRESS ' � . � OWNER TE PHONE NO. 3� � CONTRACTOR � �; DESCRIPTION � ` t~N ❑ FOOTING ❑ DEMO-FIN ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERfCONTtiACTOR TO MEET YOU:_YES_NO h COMMENTS: � m� / /' o ' �d i rG S �l{- ,(k�,�l�ti�i�i1S' ..v� ��'a,l�� - rr�.�o,� t 6� v�.�� uu�a-F s4•� ° b�,l��- W � Q � � D/� �-- .ro�4.� W � _ � � IORKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE W ❑CORRECT WORK d�PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � O CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECdVERiNG PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cau for the next inspection 24 hours in advance. (952) 249-4600 OwnerfContraotor on site: . Inspector: ite Copyllnspector's File Cenary CopyfSite Nofiea � � DATE ,TIME CITY OF ORONO CALLED IN � INSPECTION NOTICE SCHEDULED � PERMIT NO.��7-o r y�9 COMP ED ADDRESS �� S l 1�0-� � OWNER TEL P ONE NO. � � ' CONTRACTOR � � � DESCRIPTION r�� 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q��MING ❑ MECHANICAL FINAL ❑ RATED WALLS 1�=.� LJ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP �U ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 01NNERICONTRACTOR TO MEET YiOU:_YES_NO � COMMENTS: �le� - 2� � a�"I�'"I'i a (�� 7� /tG ' � '��isS�S � o �e/�� d/ l�.i Cs'�s.✓— � L• •L� //1l�G/�- /'aDrr" ° .F'.r �k - W � ��r�ds �.i' �� 'o/ d�' �✓�d�r.�` Q 2 - Prvv6 , , �.�, , � � � r'�eG � Q��a .e�r a rn e� • ,ey .,�.�:. W� O WORK SATISFACTORIF PROCEED ❑PROJECT COMPLETE � �AR�GT VYORK 3 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR NfILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cal1 for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: inspector: �G}��" 7r WhiM CopYAnspector's Fila Canary CopYlSib NoNee C. � �� DATE TIME CITY OF ORONO CALLED IN `� ' � � INSPECTION NQjIC��b�� SCHEDULED —' O ,� PERMIT NO. �f�� COMPLETED ' ADDRESS as7 �� OWNER TEL NE N . �5�� CONTRACTOR I LSG(, � DESCRIPTION ��1 `-'�� t~y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � �_SULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ � ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERlCONTRACTOR TO MEET YiOU:_YES_NO � COMMENTS: I.�L. � �.J�/!S� I�4,� l r1�4�i/. LtJ��. � � /^O!/��C �rrt-��S'�D .�� !�� DT j 0 Q��/F�S iiv ��irs� C�s••tL`�� ` oZ �d`�Ce3 �. � �fl ��G.tsSsc+� " O � Q �.L. �'10�' G�aN'yO��e � �/j.s L'�<.�•�� " � � ��1?. Car��cs��vr', - !Y � ��ro��/ ^ � t�• f/I'l�.e�0 � 3 t�r - " - d Gp rrtc b.f ��W .� y'C..-es��e�4aa., W O WORK SATISFACTORY:PROCEED ❑PROJECT COMPLEf � ❑CORRECT WORK 8 Pf�CEED ❑ ISSUE CERTIFICATE OF OCCUPANCY Q�ORRECT WORK,CALL FOR REINSPECTION TEMPORARY V B�ORECONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca�l for the next inspection 2a hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector: � White Copyllnspeetor's Ffle Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN � � INSPECTION NOTICE L SCHEDULED PERMIT NO.�I7-� �� COMP ETED ADDRESS � OWNER T P ONE NO� - � , CONTRACTOR � DESCRIPTION �� t~y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FiLLING Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ FRAMING ❑ MECHANICAL FINAI ❑ RATED WALLS � '�INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q�❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTtUCTOR TO MEET Y�OU:_YES_NO` y COMMENTS: W��S ` `J'�i� /KS�L- k.Y v'�S ' W � � /� � � ��Wts ��L�SC� �i� SDI'�f �G�'s�t�/ � j - /0�.��rs��o�c a._c�rae�.�s��r.T.�r -G�; � - ��v G � d ° � �' r rec� ' ov " - � Q - �,Y/ .�J< �.P .Aa��e.l Gltc.� � � �f'i d� -- � � CO��G✓ W � J �� W �VPORKSATISFACTOR`F.PROCEED �PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W � O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. ❑pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspeCtion 24 hours in advance. 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