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Home My WebLink About2017-00516 (deck) , CITY OF ORONO * 2 0 1 7 - 0 0 5 1�s � , 2750 KELLEY PARKWAY DATE ISSUED: 06/05/2017 ORONO,MN 5535Cr (952)249-4600 FAX: (952)249-4616 ADDRESS : 3759 CASCO AVE PIN : 20-117-23-31-0010 LEGAL DESC : CASCO HEIGHTS : LOT 000 BLOCK 004 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL COI�ISTRUCTION TYPE : DECK ATTACHED ACTIVITY : 434-RESIDENTIAL VALUATION : $ 22,000.00 APPLICANT PERMIT FEE SCHEDULE 387.20 PLAN REVIEW 251.68 TWO TEACHER CONSTRUCTION STATE SURCHARGE(VALUATION) 11.00 2586 AVON DR MOUND,MN 55364 TOTAL 649.88 (952)472-5670 Payment(s) Minnesota State License#: BUIL-BC073200 CHECK 9489 649.88 OWNER FUHRMAN, PAUL&COLLEEN 3759 CASCO AVE WAYZATA,MN 55391- AGREEMENT 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 dces 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 not specified herein.This permit will expire and become nuli and void if construction authorized 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 commenced. The applicant is responsible for assuring all required inspections are requeste in confo ance with the State Building Code.This permit may be revoke t a tim f due cause. � �y„ _ ,. /�J ,.�1 �. c`� �,�1 ��--c�.`7��V (� / � / (� Ap ic t Permitee Signature ate Issued By Signature Date /�!o f�c �'�-c,�; ��= ' CITY OF ORONO �� 5�� c� BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS A, � Mailing Address: Permit number: �0� ��j,�.C.,.~ ��l VO �� PO Box 66 � � Crystal Bay, MN 55323-0066 Date received: '� �, , � ,- � � � � � Street Address:' �C'-�'� F �� 2750 Kelley Parkway�/` Plan review fee: �q k�_S H��`' �'a� Orono, MN 55356 1 ;f- Main: 952-249-4600 Total Fee: (Q Fax: 952-249-4616 _~•. ci orono.mn.us 1�.�g is a plication form must be completed in full and all required information must be su mitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: �7�s�j C f� ,SCC� � ✓� 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 Ciry Council approval 60 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/APPLICANT INFORMATION: Name: ?G�,,v 14�'JC_.H�.2 �ON�2vGT�v� iN L. State License# �� p 7 3�� Expiration Date: �-,�,��c� �o��_ Phone: (cell) (/7-�� _ 2/oj/ (office) Sg 2- �72 �.�6 70 Mailing Address: Cit : ZIP: 6 Contact Person: �F�� ,�g�,S� Applicant is: o rac o / Homeowner �c�rci o�> Email and/or Fax: -r�n�-� • ,t�Ec�S y�h«�, c� PROPERTY OWNER INFORMATION: Name: �AvL .FfiN�Nl..91J Phone (day): �j�2. ZZ� �— G,7q7 Address: �?� CA�co A✓�' city: o��U ziP: ,5�39 / Email and/or Fax ARCHITECT/ENGINEER INFORMATION: Name: - �-�-��i�f,n/ fhf�,Os�zn� — �Gvv 7�tftGG��i� COriS?�c.Tl�� Phone(daY): �'„/'2 _ S-c��l� � Address: � City: ZIP: Email and/or Fax: PROJECT INFORMATION: Description of project: � ` c� Cr � 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal&i - _ Water Supply ❑ New Construction � Single Family with Accessory Bldg./Garage A dition attached gara eck ❑ Public Sewer Accessory Building ❑ Sing e amily with Office/Commercial �f ❑ 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 � yvww.mmnehahacreeK.ora Estimated Construction Valuation.(excluding land) $ �Z.. �(,C� Last Updated: January 2016 STRUCTURE INFORMATION: � 1.Structure Dimensions 1.Structure Dimensions(continued) a. Length (ft.)= Number of bedrooms= 2. Occupancy: b.Width(ft.)= Number of garage stalls: 3. Occupant Load: Areas in square feet Attached= c. Basement= Detached= 4. Type of Construction: d. 1s1 Story = e.2"�Story= 5. Code Edition: f. '/z Story = ' g.Total Area= 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 ❑ ❑ Com leted A lication Form ❑ ❑ Pro osed Buildin Plans—2 full size sets to scale and 1 reduced 11 x 17 or 8'/x 11 set ❑ ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements ❑ ❑ Surve —2 full size,to scale meetin ALL surve re uirements ❑ ❑ Hardcover Calculations ❑ ❑ Se tic S stem Certification ❑ ❑ Minnehaha Creek Watershed District(MCWD) Permit or Documentation from MCWD statin no ermit is re uired ❑ ❑ Landsca e 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 hislher 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 remporary Certificate of Occupancy may be issued upon receipt of a$10,000 escrow to ensure co pletion of the as-built survey and all site improvements. ApplicanYs Signature: Date: �� Owner's Signature: Date: Last Updated: January 2016 , PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS 'Address: ��5"l �J� ��' Permit No.: Z�� ' �b5��/ Description of work: �D(.�-�--» Date Rec'd: �' �� ' i / Septic review by: <ivVv �/ �- � Date Approved: �� Zoning review by: Date Approved: .�. Building review by: ` Date Approved: f _ Grading review by: Date Approved: - Zoning District: -' � Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution/NA Zoning: Lot Area: SF/AC Width: Structural Coverage: �_SF �•_� a % Survey Submitted: � Yes � No Date of Survey: Revised date(?): Landscape plan submitted? � Yes Landscaper: 0 No/None proposed Pro osed Setbacks: Front( e) Rear(Stf� ( N S E W � ( N S E W�O Other Buildings Wetland Side Side Buildinp Heiqht Anaivsis: Distance Between First Floor and defined Top of �a� � Roof'` See "buildin hei ht" definition : First Floor Elevation from buildin lans : (b) Highest Existing ground level (per survey) or 10' �� above lowest round level, whichever is lower: Difference between b and c : (d) Defined Buildin Hei ht(a) -(d): �e� Shoreland District MCWD Permit Average Lakeshore Setback g�uff Met? Yes � No Permit Number: 0 Yes 0 No �A � Ye 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� • ��:t';�� Yes No 0 Yes No 1 ( �J 3 4 5 32.q� s �g�� S v Type(s): Type(s): �� Updated: October 2016 v:\forms�plan review checklist 10-2016.docx Fees to be Char ed YES NO ' Permit Plan Review State Surcharge Investigation Fee SAC—Number of SAC Units Other(specify) i/ S uare Foota e $ er S uare Foota e Basemerat X = $ 1� Floor X = $ 2nd FIOo� X = $ , Garage X = $ Estimated Construction Value: $ � �--; ��" Orono Inspections Required Work Requiring Separate Permits Footing � Site � Plumbing 0 Grading/Filling 0 Poured Wall � Silt Fence/Erosion Control 0 Mechanical 0 Fire 0 Foundation Survey 0 Hardcover Removal � Fireplace � Water Connection � Framing � Other(specify) � Masonry 0 Sewer Connection � Waterproofing/Drain tile � Mfg. � Lawn Irrigation � Foundation Waterproofing � Other(specify) � Landscaping �Framing � Insulation � As-Built Survey Final � Lathe Required State Permits 0 Other(specify) 0 Well � Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: 0 See Builder Acknowledgement Form O Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approVed. . � Updated: October 2016 v:\forms�plan review checklist 10-2016.docx �� k=� � . � Permit Application: Self-Checklist for Complet ess 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. � S��f'w'�' Completed Application 1'� � � . C� ( , Plan Review Fee Paid � �`� Signed Escrow Agreement & Escrow Payment �� Building Plans (to scale) x2 �,�-� Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 �V Hardcover Calculations (if applicable) �� I am aware that Orono will not issue a building permit without a �1J�"' 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 is project. Signed by: Address: ��7 r" � - Permit #: �.� � � '� -. �� S Last Updated: January 2016 BUILDING PERMIT ESCROW AGREEMENT • Orono Building Permit# . AGREEMENT made this day of , 20_, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") ("Owners"). Recitals 1. A building permit application has been filed a located at the ("Subject Property"), legally described as 2. Owners request the City to review this application. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit$2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, gncineerina. in excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application.The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit # if compliance with the approved building permit is not accomplished. 3. MONTNLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners'receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any,shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds,and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incuRed by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subjeot property pursuant to Minn. Stat. §§415.01 and 366.012. CITY: CITY OF ORONO OWNER: By: Its: Internal Use Only: G Original to Planning G Copy to Property Owner G Copy to Street File ' City of Orono OR�� _ 0 COp� ; ��o.,, Hardcover Calculation Worksheet �,,^�� ,� Property Address: ,� z�, �7 S� �ASi p �;.�navL �*F,„�µ.`.y� prepared by: Date: - - �i>l��1/I..P,��.>�.� �� - / �_ �'�j�� Stormwater Quality Overlay District Tier: {Circle one) Tier 1 ,�ier 2 ier 3 Tier 4 Tier 5 Step 2: PROPOSED MARDCUVfR In the following tabie, 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 hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage se aratel for each ortion. Key to Hardcover Item(Describe) Length x Width Total Surve S uare Feet F�ca Gar e 24'x 30` 720 S.F. A •, ;�u - +1Lq�r�� 2 Z 73 S.F. B rJ z 3 S.F. C �• /' - ' 7' / O S.F. � `_, � . ;�F ��- � 4' Y �.— � S-s.F. E ' 2� � - S.F. F S.F. G ✓ S.F. H S.F. I 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. � S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. t Total Pro osed Hardcover S.F. Exdudable Nardcovsr See Ci Code Sec 78-1684: S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area �, u(� S.F. Proposed Hardcover Percentage [(3)=(4)] �.� -�, ,� Z 4�0�°l0 This is an information packet regarding Hardcover. Every effoR has been made fo insure the accuracy of the information contamed herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. Page 9 of 9 ,, ��1 �, ��''�YJ��I / �"`-�v 1S woo•�(yiuea4"�•�018 aR1 Wep��iS 6L8£L �r a38Wf1N JNIMYlFiU �L� JHoJ :.r:�r��., N/ , s� ,� ��.� �,� ft��..� .. � s...� N r� a n��ow �� 0� ��..52 'g�.� �� . �31V4 �� i ►"!'^� �h ,.�, � � � , �l8 NM�daO A9 o3A0addH „p_ =,r � �3ltl�S ( I o�-�a � �-� c�� .�� ! a � � 1 f I � I 1 I -- . � I � Ifl � III —, �� -�-Qa o � Qa � � �- � � f ( I _ I1 � � � � I -�n �C �, z �s� �� Z�L • � �J J� a�17Nd Lst� ,baW � O� ( �'1� � 1 /� � yi�j � r4 � �\Q7:.V7�� / �i ..,:}r� -� ,�.�5 c� S 'Z�/�Z .y �'`, }} R ' J1�� • �', '- ; , , i; � .. �.dd��,o Q�i�3�t 9x°1 , ��, . ,�� _ '_ __ zo�_ � . Q_ �� '�� ., �} .4_. ,ti�� ) � � u'd3 Lc3,�.t13h'1. Z ' / A � d�5 alXZ(Z� p� ' � ) �� •- ,;y, �,,,^,�,� � L' :; S� v � ; � ��,�:,�, n ,� ��'S4� � j �� ,, n. ' - �- ��' � �-�� x Z �'�s �,s�os o,xZ . ; ,'l:� .. . ,,,;,� „Z/t �b,e3� hxh �3�dds ,.t�f� • ,'/f� �; . � �t�� doL��e�J hxz /�, � Z� bda3J ZxZ , // /� ' �o �j'/ ;� Z;31SH1��I1.��N1Wn�d h� �; ,� ' � i � gN��s �'h -----k--- -- � „ �/�� Q �r��d�s�hi� - �na� N!1tvD,� �.� � �' , 1.�,3�, � „ � - . . . . . � . Load Tables, Technical Data and Installation Instructions - g 6 � � � Strong�Drive� SDWS TIMBER Screw (cont.) SDWS - 2009 and 2012 IRC Compliant Spacing for a Sawn Lumber Deck Ledqer to Band Joist Maximum Deck Joist Span Nominal Band Joist Loading Ledger Screw Material and Up to 6 ft. Up to 8 ft. Up to 10 ft. Up to 12 ft. Up to 14 ft. Up to 16 ft Up to 18 ft. Condition SiZe Model No. Minimum Size Maximum On-Center Spacing of Fasteners(in.) 1"OSB 14 10 8 7 6 5 5 1"LVL 40 psf Live 2x SDWS22400D6 1 Ye"OSB 10 psf Dead 1�/,s"LVL 16 12 10 8 7 6 5 1 Ya"LSL 2x SP,DF–2x SPF,Hf 22 16 13 11 9 8 7 1"OSB 10 7 6 5 4 4 — 1"LVL 60 psf Live 2x SDWS22400DB �'�e�OSB 10 psf Dead 1�',e"LVL 12 9 7 6 5 4 4 1 Ya"LSL 2x SP,DF–2x SPF,HF 15 12 9 8 7 6 5 � �SB 15 12 9 8 7 6 5 1"LVL 40 psf Live 2_2x SDWS22500DB �'�e'OSB 10 psf Dead 15/,s"LVL 16 12 10 8 7 6 5 t'/a"LSL 2x SP,DF–2x SPF,HF 16 12 10 8 7 6 5 1"OSB 1"LVL 1� 8 � 6 5 4 4 60 psf Live 2_2x SDWS22500D6 1 Ye"OSB 10 psf Dead 1�,e"LVL 12 9 7 6 5 4 4 1'/a"LSL 2x SP,DF–2x SPF,HF 12 9 7 6 5 4 4 � Z 1.SDWS screw spacing values are equivalent to 2009 IRC Table R502.2.2.1.and 4.Multiple ledger plies shall be fastened together per code independent � 2012 IRC Table R507.2.The table above also provides SDWS screw spacing of the SDWS screws. � Qfor a wider range of materials commonly used for band joists,and an alternate 5.Screws shall be placed at least 1 Yz"from the top or bottom of the ledger or a loading condition as required by some jurisdictions. band joist,6"from the end of the ledger with 3"between rows and spaced � � ° 2.Solid-sawn band joists shall be Spruce-Pine-Fir,Hem-Fir,Douglas Fir-Larch, per the table.End screws shall be located near the bottom of the ledger w or Southern Pine species.Ledger shall be Hem-Fir,Douglas Fir-Larch,or (see figure).For end distances between 2"and 6",use 50%of the load and L ~ Southern Pine species. 50%of the table spacing between the end screw and the adjacent screw. � Z For end distances between 2"and 4",predrill using a 5hz"drill bit. � 0 3.Fastener spacings are based on the lesser of single tastener ICGES AC233 F testing of the Strong-Drive�SDWS screw with a safety factor of 5.0 or ICC-ES 6.Structural sheathing between the ledger and band shall be a maximum of � `� AC13 ledger assembly testing with a factor of safety of 5.0.Spacing includes Yz"thick and fastened per code. o NDS wet service factor adjustment. (� a � � Wood structural � E�erior c/adding panel sheathing �� o and flashing not '/z"ma�c,thickness Ledger fastener spacing may be S o shown for clariry fastenetl per code � 1�h"minimum from offset up to 3"to avoid interterence (� ; Bantl joist �top of ledger and band joist with joist attachment � � per Table Floor SDWS wootl screws O O joist or stagger vertically 3"minimum blocking spacein accordance row spacing with Table �' �' 2"nominal deck P/z'minimum from� , ledger shown 6"from �On-center bottom of letlger < (double 2" entl of ledger spacing of antl bantl joist � ledger similar) SDWS wood ° ' screws Ledger-to-Band Joist Assembly SDWS Screw Spacing Detail (Wood-framed lower floor acceptable, concrete wall shown for illustration pwposes) 2�3 r . instailation Options for Deck Lateral Load Connections �; (house wall treming —24� notshown) es�'Typ.SpaCirp D1T1Z—750-Pound Assembly(Cont.) 3' 1'Typ. 1 Y4' Conditlon 3–Wali Plate is �.; �o� Below Bottom of Deck Joist , �� Fxtension ��a,�.� The DTT1 Z has been tested � �--� � with the blocking assembly ` -" - � � shawn in Figures 5A and 5B, ��, � which allows the holdown to shown far cla' �y��i�,� be loarered up to 3�/'below "ri� the bottom of the deck joist of D1T1ZAnchor 6-Stronq-Drhre°SDWS TIMBER Fipure 5A Figure 58 �n order to anchor into the Screws(Model No.SD1NS23000D6) (aide vlew) (end view) center of a wall plate. 2x8�Q4'Biackinp for F�ctensions up to 1�4' Dc70x24'BlacMnp for Extensions up to 3�/' Condition 4–Wall Stud Recaiving Mshor poes Nat Align with Dedc Joist '��`�� ` �� °� ; � �� The DTT1Z may be positioned on ' � '—Dec1c�` horizontai 2x8 blocking that can be '�,.� . 's � installed between two deck joists,as shown in Figures 6A and 66.This t �� 2-Shonp-Drive°SDWSTIMBER allows the hoidown to be centered on a ornz �,,,� Screwa(Model No.SDWS22400D8) wall stud that does not align with a deck 4.�� iMo each joist joist.Alternatively,an additional deck Each Side �g�� c�me�orr,z�,w�e sn,a joist can be added to the deck to align Figure 6A Fipu�e 88 �,�„$,,,,,,,;,��a 5,,,,„,fo��;y,� with a wail stud(not shown). (side view) (end view) (House wal��mnbq �atshown) omz Condition 5–Joist Hanper Flanges � ._,o o �, �' o � IMerFere wiih Serew Anchor r In some cases it may be necessary to �, t� � position the DTT1Z in a location that Q 1 conflicts with a joist hanger or other � 3�s'Typ. OStroiq-Ddve�SOWSTIMBER obstruction.Figures 7A and 7B detail an o s��rio.sowszz�aooe� assembly that ailows the DTT1 Z to be � ��0��r► ?x4x1T Blockinp installed 1�i°away from the face of the = Figure 7A Fipure 7B deck joist. a (side riew) (end view) E 0 U O � zw•Mm.a�cno� o �— �EmbedmeM 0 3iY Min.to •.e .: ' E top of concrele � °� �' � Condition 6–Ledper Attaehes to Concrete Foundation Wail �, '°' '��„ �•.•.• As an atternative to using a Strong-Drive�SDWH Timber-Hex HDG � ''a. =° - screw or fully threaded�b'lag screw,the DTT1Z may be anchored with � a�e'mechanically galvanized Wedge-Ali�anchor(as shown in Figure 8) �,xr,,�,�,,,,,,�,9,�,,,,,,�,,, :•:.',•'. to achieve the 750-pound load requirement. YYedpe-AIMAnchor . t�aeiw�nooMc� . Figure 8 Condition 7– Floor Joist Framing is Perpendicular to the Deck Joist(Not Shown) The IRC states that the 750-pound holdown detail is"applicable where the floor joists are parailel to deck joists." For fioor joists perpendicular to deck joists,refer to Conditfon 2 for the OTT2–1,500-Pound Assembly on the next page. i�t� ;, . . , ,, , , �.�.._..__ �� .�____�,C_____ � � _W__._�. R vf Q' �� !` � " � ,� ��+�.�i i�� . -� ��_S �� ,b?,� ._ , �;�,_' `��r.A�- - s and + F � - � � sides of landin9 f,�, - en �r� lazed ��:°: ,r.,rt� _ �;r�>.�+r�.;`��c t, _ raof op��9� �'� ,� r g r� more than 30" above ' ;�o� ;�i u'` �eckS O( NOfCriC�S�Ji�1�. 1 a� �.,, o� 'i � �V 1 � V� 2 "'-. ��S, a�a,CCiNco, � �r�-18(ri �ylih a minimum 3d �1„C3rlt. i ``2-� � C 5 ( �:de or iloor bel�w, raQU'r� � � �-�z��o bYa oro��., � ! � � ��u;t have in!erme�iate r2nnot pass�throughal �; � ��,�� ____�_____._ �` , ,. ��; _�r, gudrdr��s iameter ca � ' ' at Phere 4„ in d� �_, r.__._�_�-� C�}�xn��i { x� ( �0��'Cr � t ` s �a.i�rn so th a � �� ; )Snws-r;,�a£z s«rm__ „ - - — � ' �= ', �� ,, f o�- a.e_ � T T'uz� uc�C!� i 3 i � � 1 . q Q N I,,�"�� i —� �'o ;;;:� �z r�<, � 2�'� ' '° REC�i� �.;., ��,`1 �'3'`* '—X'o�r sya � �� ► , � ', � � �, �� r�� t : "7 �---- ---- �(�--� ' ��' _._—.____�._ /$ LOw£v2. � �;i , � � � T��-1N ?�\Ar*�'`�' CK �: i�� ,. � �---��; CITY OF �;��0 , �-r z � __—____-- ------- -�; _---_ -- __-----_ __ . . . __ ___. ��.__.. ._ �� --��-_...__� _ _.___ ___ �_ � , ��t,� _ .�...._...� � d� �. ._ � _ __. .__ -+ ` i t . 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H+��,�t�� F � . r�, � �, i -, � � � �'.� � � ��. ` r �€ � � � � r � .s n. � �, r �� ^ 4.� �� i , ii o ID�GK�v�y �. - Z K A 'Z�� ` i � I� `� � I , , � � � k � �� PJ � � �K.J�2.�L t,'�l`� W'1�,-�.11.+T �� 3 (. i ! r ' � N " ' f I " �.�rs��.Rt �� !' c�.�yr of:��rac� � � � a ( ! i j � , � � � ,�- � j; �, � Planning&Zoning I'lan Review � ; N x t i i � `' g�Ac� `�!i "r`f �- ; �`'1 ;' - N �'' '� ; ; � 8 �'' � s ` Site Pian Review Date: � � � � 3 ; ; � i � � I � ' � r � ' PPROVED � �� ; ;� � � i � � ��pROVED WITH REVISIONS(seo RC�tG3) , , ; , ; ' I ' � DE � � ❑ �'_.---�--- _�------�.-- --,-- --__�________ _.-.__ _ . __ _ .._..--- -- �----_.___ ___._ ____ _ _ _ ._. _ ____ _____-----__._.._.__ �/�/�[�,,,,�. NIED � �;��32" l�,q,t1 � 1�3c'` f$"'��f f7�p��E Staff:�A►V!JU�7�' � 4 [..,r 7 l {> � { , _ �- ;�_ �-�- � �_� ______,�._ _�_� ___�.___�;. ; ,. ,� �� ' ,�.._._..__ .__.___.___. __ �(,� _� __ ___ _ ___.. .� __._ _ _ _. ._______ . __ _.M__ _ ��.� _ �_---- , , .� � ____ -� � _ __ _ . _____ � _ _ _ . _.___ __ _ �; . �� ,a... ,,.. , .� � ,< <. ��,�,� �-- _ ? .� - � ��-i ;� � /� u �"' .... , ;,...._ - � ..--� �`'�``� ' , � ' y" � ! i � �-� V r– .-' ,' .� —.�. . .,.� ,,� i �'�� ,,,, �� ". ' ,- ` -' ".- �� i � �� 1.-�L.,1°`+�.1 .f��....,s� �., �` �; `„�_ � _., �-- b,.; � ;/ , ,�' ,, . a;;.� ""- ;_.,� � l � � �..-._ _ _. �, : ; _,, ; � , , , , ,_ � �� _ . '...., ...� r!'_.�____..___.._w.�____ _ �r. __ . .._- ._.!_.— �, . `. ...�',,,..,, " ;*�.-�`-"+ ,�„ __ �' -}--� .,.,,t; .� .a APPROVED BY I / �,� SGALE: ��''� ""` DRAWN BY /�t� D Y�� !v ;.� t,� � , _, _.___ _ .._.«_ .___------�---- DATE: � , r.,,n,... ..�,,..` � �d�'�' � {•p� ""� f�� Y" v DRAWING NUMBER !' .. , - ,�, " r f . � � F ��,,� ` -.-` ....�� NATIONALPR/NfRN3T NO.19SA-11X17 O ��- , � � , ,�, , , ,,� � � r�w , � N �o The Gregory Group "''�w�� V�TFIV�ICE NO. g2564/82640 � � � d.b.a. F.B.NO. 1067-60 � o LOT SURVEYS COMPANY, INC. SCALE: 1��= 20� �,A� • r � Established in 1962 � � �� • Denotes Found Iron Monument O Denotes Iron Monument U REGISTERED UNDER THE LAW5 OF STATE OF MINNESOTA x000.0 Denotes Existing Elevation 7601 73rd Avenue North (763)560-3093 Minneapolis,Minnesota 55428 Fax No.560-3522 000.0 Denotes Proposed Elevation �u ru P��rg \„Y L 1 L l�l 1 �1L � Denotes Surface Drainage - Denotes Existing Contour SITE PLAN SURVEY FOR: .��__-Denotes Proposed Contour Basis for COLSON CUSTOM HOMES 954.2 Proposed Top of Block bearings is 953.9 Proposed Garage Floor assumed Property located in Section 20,Township 117,Range 23, 946.2 Proposed Lowest Floor Hennepin County,Minnesota. Type of Building Property Address:3759 Casco Ave.,Wayzata,MN Fullbasement Walkout PID No.20-117-23-31-0010 Benchmark: Invert of manhole at Casco Ave.&Ethel Ave. Elevation=938.79 feet ityofOrono - - - - - - - - - - - - - - - - - - lanning&Zoning Plan fieview - - - - - - - - - - -_ _ _ _ _ . � itE Pian Review Date: � �� APPROVED -°-g�6�'S-S-S--g��5_5�%�5 sC O S :_ � V F � :-:- `�' sarnta sewer APPROVED WITli�+'EVISICiNS(se�notes�_ � . � `-'--s-`-5-S-='Y s-�- - � 4--l-S-t --wi_My_wy-w�-w_w_��_ � w erm � �ENI�D `� .�-.� .�-�,_�,-�,-�,-�,- � v Rock�ntrance �-�""�""-""-"�-� �n► r � ��h� r In�Ol � �' � 950. � \ 952.! y52 � bituminous curb \� Power Po%�'" W-w-w-w-w Wb�W u w�n o u sW W_ _ _wLanchor _��- to be removed� W �� W W 9 5w'�w-w--w- 9�'�•� Po Yiydran� �� oue�ad wires `"-'"-'"-�W-w-� ��, � I �o � �� - - - - - - _ _ _ _ _ _ ��- Serv ,S $$°01'39" E 100.14 Meas �00.2��at �--- �r�ser s�nv l 5"rcp� � � �4�-x-x-x-x-x--x-x-x " -�� _ _ I -x-x-x-x- 947.4 � II i I I \\ I� �� 35/X� �1 1\ �. 1 \ 4L -c-----��- \ � gt � I �I � m I �� Sdt Fence � � � ,,,�1 � N �---_i' 3 � o r -�-�'-1 Z/�/ i5'O/ \ 9s�`� '� ` \ I \ i � \ Ic / � Q' I p +I �� i `----- / �� I � / � 95C)I O I � O m � \�� c� �� t e !8" I � m ��/ � \`�\ I� �� o�� / I I m ° `y 9 /.o 949.5 , �� Q End lyall � I�� 1 ,-- �� ....��94JT 1 � 953.6 I �- �I � � �- _g46 �� - 17.37 --► ; ------- - � --- T.-.L�. � 1 �[ 22'2" -7.......t... '/ ',��/ �\ ��\\ I/ / � � � t 14'4"� Qot�� 1�8�� ---N,\11'0" \� 20I3�� I � 952.9 �// - �� ,�\ ' S50 w � 8 0" eo I � �n I � N I � � 9 Proposed �� \ ��' ;.e•,�.��('tiC:'�r'.' I ;v __J � _� �j � top foun �'nn,,., - Zoning Plan i3�iew �� wa�� biw "�,^,. ��, o I ` �� , °j 956.l � ��,� , [� f\ �� .� I� ,7�+u ' � '946'\ N i i� � � \ � j �\i' i i \ i . i� � � � � r;::PlanRz�:��tP: k � ,b�-\--��-- I �� I� " �� 1 � � �, lo � i � Proposed � 946./ � .9 � � 1 I / \�� \ I � 10'6"� r- ,. ��fvf� � � Residence'��,, � ,�� i i �p�,y:0� '-:��dJt�11I �:':V1S�r,�,�S(Se8I10�88) �n� � --- : i �_ � � m � �\I o I \9Fv,, :� jl � . " � i IS ,Ti i�'��f�\1�� /� O I Sod 8ormg, M I : � _^ � � � �\ - / l � � x942.0 � � _,_ ' : I j � taffi_._V� vor- � i �\ � �� ----------� � : ��i�__� �I �I i i � I� 1, �� - I r � � II I \ -948�-^� /- � / \ � �-{ 14.98�-� \942� � � �x \\ I ' � � �T- .....�..1.... . 50'0" � �� 19.94 � 95/.7 / . �� • I � „ --�946..r-. ..i........ � \ � •/�� • I � 3 _Cantrleue�� _ •• �.. --�l� � � � 938.8 N N �� 945. - �,o� - - � I� �p� � ��a 948.4 � oo x \ � \ 12 I an^�� 6�' �� 0 x � � � I � � � �\,\i ,\` o � 3Y ��%\� �� ' �� \� W � �l - _ � ' . _-� � � i � Wetland Buffer Post to�� x � `_ -��'-I-944-- ---- � � , � N� � 3 � be installed(typicalJ �, x �\ i �� , . /� � I �p 1 � 938.0 � I �� --�-942-- --= --�'�/ � � � I 1 � Acs. N x /� I �--�-�� -9qp I x M�� I \p \\ 0 I � .� i� -----� � c- �� 940- f-_ ip \ l-fardcouer � I � � � ----� -+" � `� Z � � �� 35'Wetland r5etback '` I I � I \� \ Lot 2rea = 15,489 sq ft "-'�-X-x-x-x-x-_X_X_ �: I n xI `-I � Buildm = 2,2735 ft ,� � I X�"-"-"-x-x-X-x x--�-X� �� I 945.0�� 9 � � � Delmeated Wetland Dri veway = 823 sq ft �� located 5-l 4-l 4 Proposed Eros�on� � � I � I 9y� Patio = l 00 sq ft �� w!low 2 " I C ntrol Fence � �I 1� �\ Sidewalk = 45 s q ft' \93e-� �38.5 0 � asn is� o �� I � � Porch = 50 sq ft I �. 938.o cottohwood 36° v Total = 3,29/ sq ft � �� • ..g o � 942.3 F Percentage = 2 I.25% _ ��, � \ � � � ��, i � ___'- -_��_ � � i � � I � If o \ a5h r'3"- � g 5!3_�s^� I `9�,\ I maple 8" I9.�.3 ' �Z� J 1 �� 37. I �� 1 I �� sh /O" �� .6 ° 94p ---_ I I o � �� I � �� 1 936.9 I ash 1 " 37. \� � ��_ x936.8 � \� � Lots 9 and 10 Block 4 CASCO HEIGHTS Hennepin County, Minnesota. � N 8��45��2�� w 90•05 Meas, � ``�38�--_____ � 90.00 p/at The only easements shown are from plats of record or information 937.6 - }�E�EIVED provided by client. � I certify that this plan,specification,or report was prepared by me or J U N 3 0 2014 under my direct supervision and that I am a duly Licensed land Surveyor under the laws of the State of Minnesota. �. , Surveyed this 18th day of September 2013. CITY OF OR(� � '; Rev I I-I 8-I 3 delmeated wetland orawn ay ��,,,,� 5-I 4-I 4 delineated wetland, new house Signed 6-4-I 4 new house Fiie Name - Ch-9-10-4inv82640 Site Plan.dw Grego R Pra h,Minn.Reg.No.24992 6-I 7-I 4 new house, aty comments 9 6-30-I 4 proposed contours, retaimng wall � 3�Sg �SGd ��ce� , 20�-r � s� � 1 �.c,� c -� � / DATE TIME CITY OF ORONO CALLED IN GJ-/�o/� INSPECTION NOTICE SCHEDULED �� 3�'�� - — PERMfT NO.a�� 7' �/�-- COMPLETED ADDRESS��J�� QS�n �C.l� �NNER � TEL P�NE NO��q�L CONTRACTOR �11��=�`�` �Q � '' DESCRIPTION �� FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q�❑1�OURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLINQ �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOILOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OMINER1COffTRACTOR TO MEET V�U:_YES_NO y COMMENT'� ��p��s'� dK � - o �L - v� - " o - ��h. '�( bc / b � sZ` �' %Z li.o`�e s �F I''�G.rov�- �c/� �a4S e .Sa�G � ° -�ro r►'� �v�a rr�� . r. W � 2 / 3 ��C►� �t�l� • � _ � - $a�'!U ��tl'✓�S d� .S��e — � O K "�y o rt.� ��✓ r Pn►��i� �Go3� . : a • ,+ �;h�s� �jels ' W 0 WORK SATISFACTORY:PROCEED O PROJECT COMPLETE ��pbiEC�T YMORK a PROCEED ❑ISSUE CEATIFlC/1TE OF OCCUPYINC� O ❑OORRECT WORK,CALL FOR REINSPECTION TEMPOFiARY V BEFORE CONERINO PER�AANENT ❑COFiRECTUNSAFECONDIT10NWffHIN HWRS- ❑pHpTOTAKEN INSPECTOR WILLRETURN ❑GTATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REW IRED.CALL TO ARRANGE ACCESS. CaN lor the next Mspection 24 hours in advance. (952) 249-4600 Owne�lContrector Qn site: in WMte CopyAnspseta"s FIN C�mry Cop�dS11�Notle� � �� I �� / Dp� TIME CITY OF ORONO CALLED IN �- oG�-/� __�� INSPECTION N TICE SCHEDULED (P -��/� � PERMIT NO. ' �COMP Ef o ADDRESS OWNER TEL PHQN NO. ' � � r Z'l l� CONTRACTOR �C�� DESCRIPTION ��(�� ( 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP iAS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 O'WNERICONTRACTOR TO MEET Y�OU:_YES_NO «� COMMENTS: � v �.•1 M �'_..d2.�C��/'.�i' Gt'1/►').� r��-� � �l ,�a �.:�,� -��a,i,.,,;�� 0 �. � 0 � W � Q � W � W � J ��WORK SATISFACTORY:PFiOCEED �'�ROJECT COMPLETE CORRECT VMORK 8 PROCEED /L�1 ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERINO PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HWRS. O PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector: ��"�G G . Whits CopyAnspector's Fils C�nary CopylSM�Notke