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Home My WebLink About2001-P03604 - new structure � ' PERMIT C I TY O F O RO N O Permit ►vumber: 2750 Kelle y Parkwa y - PO Box 66 P03604 Crystal Bay, Minnesota 55323 Permit Type: NeW snu�tUre (952) 249-4600 Date Issued: si2si2ooi SITE ADDRESS: 2685 North Shore Dr WAYZATA,MN 55391 PID: 09-117-23-42-0004 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: tcesidentiai Buildin Census Code 101 Permit Class: g Permit Type: New Structure Permit Sub-type(s): New Home- Single Family DETAILS: Approved per resolution#: 2672 Separate permits required: i'iurr►oing iviecnanicai rirepiace irrigaiion r.ieciricai�siaie� viner-�isuiiding i�ew,aiso building an attached carriage house) NOTICES/REMARKS: Car(;ranllfathPrarl Tn FEE SUMMARY: Permit Fee: $ 7,971.25 Valuation: $ 1,750,000.00 Plan Review Fee: $ 5,283.53 State Surcharge Fee: $ 820.00 TOTAL FEE: $ 14,074.78 APPLICANT: Erotas Building Corp. OWNER: J A WALKER& S S WALKER 3436 40th Street NE 2685 NORTH SHORE DR Buffalo,MN 55313 WAYZATA MN 55391 -�'HE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STA'�:E OF MINNESOTA BUII,DING CODE REQUIREMENTS. , � �f "C- ��-i�l ( '�� r�Z—� APPLI ERMITEESI NATURE ISSUEDBYSIGNATiJRE Copies: City,Applicant,Assessor,Finance Page 1 1 ^ _' 1'�` ' 2 Total Fee: $ �� L' �` ' '^`' Date Received: `y � /w�'� Entered By: �?!�' Permit#: ,r"' •� .� r - �� - CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) ------------------------------------------------------------------------ `-------- ---- ------------------------- THE APPLICANT IS: (circle one) OWNER O CONTRACTOR JOB SITE ADDRESS: �+00� N V�,!'� � }�t�� V �..� ZIP: �� NAME OF OWNER: �•1�Vh-t°��"r�r� (��-�L..�, PHONE: (home) �� '�� s� (work) MAILI\G ADDRESS: �,� . I�� '��' .� �',�CITY: ��j f�.J�D ZIP:. �,�;� r`�. > ',� _ CONTRACTOR: �� S 1.�«!�M� �;�,� PHONE: ��"'�'�I"`��;� CONTACT PERSON: �"J MOBILE/P�ER: lo�2.P��.,�� c MAILING ADDRESS: ?,ka ��`! �� i{1 , CITY: .�,,a,,��,�1t� ZIP: �/ 3 STATE LICENSE: # �HITECT/ NGINEER: �A� PHONE: �S��"` �� MAILING DRESS: L?.t� 2.N p ,�`;` , CITY: ��,.�.� �t�rre, ZIP: "�,� ) NAME: � REGISTRATION# .Qe �� Q_G -- �� . ��'��,`,�i 2K. New � Addrtion Accessory Structure � �� /�e � [ove Remodel/Alteration Land Alteration ,�� ?` � j3u I�� `r�i�� .�` ,, ,_ ��a �� .�.�. :, , �--I�rv�.� � �' P� ( � �� , _ �lS i �`. ��.,.. h1��G.,1 A�..r-{ ��}�� fid ORK describe in detai : �}--d Oti►� :,�. Ve�o� Na �. "�.!{. � � —d ��„! ; ,t� i` �� , ✓�, � 4}= i�„��._t:^.� q� `` .�'� z. �'�""C"E a�r..��L� � ��'•,�'°�. �{OCl S � '�j�..-f W CY'"� � ` � SQ. FEET OF EACH FLOOR: �/�'U -��,'j`r0 C_. `C`� ��'�P'�'��,�,� OOMS: � GARAGE STALLS: ATT. `�� DET. P,�� ,+ ,��.J !�`S�J --+" � � ,�.y; ESTIMATED CONSTRUCTION VALUATION (excluding land): $ �� ,��{,, ,�` I hereby apply for a building permit and I acknowledge that the information above is complete and � accurate; that the work will be in conforma e with the or�' ances and codes of the City and with the State Building Cod�; that I understand thi is a p�ermit and work is not to start without a permit; and that the wo�c�c will b in a danc 'th the a r �lan. \ j b APPLICANT'S SIGNATU� DA'I'E: � NOTE! Parade of Homes events re uire separate permit approval by Police Department and City Council 60 days prior to the event. Non permitted events will not be allowed. 9 Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subd. 1. Type of data. The rights of individual on whom[he data is stored or to be stored shall be as set forth in this secaon. Subd.2. Information required to be given individual. An individual asked to supply private or confidential data concerning himself shall be infom�ed of: (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide system;(b) whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private or confidential data;and(d)the identiry of other persons or enuues authorized by state or federal law w receive the data. This requirement shall not apply when an individual is asked to supply inves6gative data,punuant to section 13.82,subdivision S, to a law enforcement officer. The comrttissio�r of revernie mav place the notice�eauired under this subdivision in the individual income haz or propertv tax refund insuuctions instead of on those forms. Slibd.3. Access to data by mdividual. Upon request to a responsible authoriry,an individual shall be informed whether he is the subject of stored data on individuals,and whether it is classified as public,private or confidendal. Upon his further request,an individual who is the subject of stored private or public dara on individuals shall be shown the data without any charge to him and,if he desires,shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for six months theceafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authoriry shall provide copies of the private or public data upon request by the individual subject of the data. The respoasible authoriry may require the requesting person to pay the acwal costs of making,certifying,and compiling the copies. The responsible authoriry shatl comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of the date of the request,ezcluding Sanudays,Sundays azd legai holidays,if immediate compliance is not possible. If he cannot comply with the request within that time,he shall so infonn the individual,and may have an addiaonal five days within which to comply with the request, ezcluding Saturdays, Sundays and legal holidays. Subd.4. Procedure when data�not accurate or c�►plete. An individual may contest ihe accuracy or completeness of public or private data conceming himself. To exercise this right,an individual shall notify in writing the responsible authoriry describing the nature of the disagreement. The responsible authoriry shall within 30 days either. (a)correct the data found to be inaccurete or incomplete and attempt to notify past recipients of inaccurate or incomplete dara,including recipients named by the individual;or(b)notify the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the discloszd data. The de�rmination of the cesponsible authoriry may be appealed punuant w the provisions of the administrative procedure act relating to contested cases. DATA PRIVACY ADVISORY In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of data", we would like to inform you that your request for a pernut or license from the City of Orono or any of its departments may require you to fumish certain private or confidential information. You are notified that: 1. The information you furnish will be used to detemune 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 shazed 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 M.S. 13.04 (available upon request) to review private data on yourself. 6. Your full name is required to process this application or permit. First Middle Last Address Ciry State Zip Phone I unders d my rights as stated a e ' na re 10 CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: Z�43 S N 02'Tl+ s�-�-o n.E e 2. PID: DESCRIPTION OF WORK: /1rc=w /?�-3 ZOI�TING REVIEW BY: DATE APPROVED: S •22 -v1 BUILDING REVIEW BY: DATE APPROVED: 5- z Z- o� FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes r/ No PLAN REVIEW Yes i/ No SEWER CONNEC'TION STATE SURCHARGE Yes � No WATER CONNECTiON INVESTIGATION FEE Yes No �_ PARK FEE SAC Yes No c� SITEINSPECTION Number of SAC Units OTHER (specify) ZONING CHECK LIST Zoning District: LR-�rq Fire Department: (,�,v �i4/� Post Office: Cv�+�c (�.-�C,� School District: (j/'LONO Lot Area: Sq.ft. �3 9, �0� Acres 2•3 Width 1/L 2�G u c.H� Depth Survey Submitted: Yes X No Date of Survey: �d• 3-�o Proposed Setbacks: �t(Lake): / 7 U � Right Side: YD� Reaz(Street): � �3� Left Side: /Z� Adjacent Structures: L 3 � Wetland: N �/; Building Height: Def. Hgt. 2� Peak Hgt. 3 6•�S Lot Coverage: N //� Grading: Staff Approval Date: $- ZZ -c�� gy; �. Council Approval Date: — Septic: Staff Approval Date: '�N (f'a By: Zoning File: # Z 6"1 Z- Resolution: # Resolution Date: `/• 2 3-V 1 Shoreland District: �.�,C 5 Avg. Setback:' U�(� Bluff Setback: ^///�- Lot Co�•erage: N //-� Existing Proposed Hardcover: 0-75' Z•�b� `'�•b� 75-250' 22•9� 250-500' 2 3.'� 500-1000' Hardcover Variance Required: Yes No 4L Date of Council Approval: REMARKS(in house): 27 BUII.DING REVIEW CHECK LIST UBC: R �3 CONSTRUCTION TYPE: V l�1 Sq Footage $Per Sq Ftg Basement x = 1st Floor x = 2nd Floor x = Garage x = x = TOTAL ' Fstimated Construction Value: $ J,7�V,V vo �� Inspections Required: Work Requiring Separate Permits: Site � Plumbing Fire Hazdcover Removal ot Mechanical Water Connection �Footing Septic Sewer Connection � c�Framing _ o Fireplace �Lawn Irrigation _�Insulation (Masonry) Other �c Wall Boazd , . (Mfg.) Well(State Permit) oC Final Grading/Filling _�Electrical(State Permit) Other REMARKS(IN HOUSE): REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARKS (TO BE NOTED ON PERMII�: 28 MNcheck COMPLIANCE R�PORT �� Minnesota Energy Code �� MNcheck Software Version 3.0 �� COUNTY: Dakc�ta STAT�: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 5-8-2001 COMPLIANCE: PASSES Required UA= 84l Your Home=839 0.2°Io Better Than Code Arca or Cavit}� Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILII�TGS: Raised Truss 3284 38.0 0.0 82 WALLS: Wood Frame, 16" O.C. 3389 21.0 2.0 180 BSMT: Conc. 10.0' ht/10.0'bg/1.0' insul 2)90 10.0 0.0 296 GLA7ING: Windows or poors,Above Grade 1068 0.250 267 DOORS 66 0.200 13 FLOORS: Over Outside Air 16 30.0 0.0 1 HVAC EQUIPMENT: Purnace, 87.0 AFUE HVAC EQUIPMENT: Air Conditioner, 12.0 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent witf� the building plans, speciFications, and other calculations submitted with the permit lpplication. The proposed building has been designed to meet lhe requirements of the Minnesota Energy Code. Buildei-/Designer Date �i,� r , . ��N� C�P� . . STRUCTURAL NOTES WALKER RESIDENCE ORONO, NIN PROJECT #01227 APPLICABLE CODE - 1998 Minnesota State Building Code, 1997 Uniform Buildling Code. DESIGN LOADS A. Roof: 40 PSF live load (snow surcharge per Minnesota code). Roofing dead load assumed 3 PSF (Wood Shingles). Assumed roof total design dead load 20 PSF. B. Floor: Ground Floor: 50 PSF live load or 2000#/20in2� Assumed floor total design dead load 102 PSF. Main Floor: 40 PSF live load. Assumed total design dead load 20 PSF. C. Lateral: Earth - Typical cohesionless soil pressure assumed. � Wind - Per Uniform Building Code, latest adopted edition. Basic wind speed - 80 MPH. Exposure C. SOIL PREPARATION AND FOUNDATIONS A. Materials 1. Footings to bear on properly compacted fill or native soil capable of sustaining an assumed bearing pressure of 2000 PSF in accordance with 1997 UBC Section 1805 (Class 3 material or better). Allowable bearing pressure to be verified by an independent testing agency. If soil appears to be of questionable quality or in a loose state, contact Engineer before proceeding with the work. 2. All fill material to be granular soil or other cohesionless material approved by the soil testing agency. 3. Provide 4" granular subbase under slabs-on-grade , B. Installation Notes 1. Prior to installing foundations, soil to be field inspected by an independent testing agency familiar with the site to assure that the compaction specifications have been satisfied. . Submit all inspection reports, material test reports, etc_ to the Architect. 2. All topsoil is to be stripped from building and pavement areas. All very loose sands and silt and clay soils also to be stripped. 3. All fill material to be spread in maximum 6" loose lifts and compacted with vibratory compactors to a minimum 98% of the maximum dry density as determined by ASTM D698, Standard Proctor. Moisture content at the time of compaction should be controlled to within +/- 3% of the optimum moisture content. , 4. Provide minimum 3'-6" soil cover for foundation frost A , protection. CONCRETE - SITE CAST A. Design Code: ACI 318, ACI "Manual of Standard Practice...", latest adoption. B. Materials 1. Minimum concrete strength at 28 days (Pc)for slabs-on-grade and walls to be 4000 psi. For footings, 3000 psi. 2. Concrete supplier to submit concrete mix designs to Architect for all site cast concrete. 3. Furnish 5-7% air entraining agent for all concrete exposed to freezing temperatures. 4. Reinforcing steel a. Welded wire fabric- ASTM A185. b. Deformed bars-ASTM A615, Grade 60. 5. Install slab on grade control joints in accordance with PCA publication "Concrete Floors on Ground". ' C. Installation notes: l. Support reinforcement only with CRSI recommended bar supports(wood, brick, etc. not acceptable)or hang from top of forms. Use supports with sand plates or horizontal runners for slab,-on-grade reinforcement. 2. Concrete cover per ACI 318, latest adoption. 3. Sawcut slabs-on-�rade as soon as concrete may be worked without unraveling(max. 6 hours after placement). 4. Place and securely tie footing dowels in position prior to concrete placement(i.e.: do not embed dowels into wet concrete). CONCRETE-PRECAST PRESTRESSED A. Design Code: ACI 318, latest adoption. B. Concrete strength at 28 days(fc): 5000 psi minimum. C. Supplier notes: 1. Precast, prestressed concrete shall be designed, • fabricated, and erected according to the specifications � of the ACI Code and the Prestressed Concrete Institute Design Handbook, latest edition. 2. Precast plank shall be design�to withstand the superimposed loads as indica.ted on plan. 3. Field welding of cast-in plates, etc.,to be performed _ only by certified welders in accordance vv�th AWS Dl.l, latest edition. 4. Precast material to be manufactured in accordance with the PCI Quality Control Manual, latest edition. 5. Submit shop drawings and certified design calculations. 6. Provide hangers in ptank at openings as rec�uired. Do not . overcut plank transverse to span direction. � STEEL- STRUCTURAL A. Design Code: "Specif cations for the Design, Fabrication and Erection of Structural Steel for Buildings" (AISC), latest edition. B. Materials: l. ASTM A572, Grade SQ, except that channels, angles, plates and bars may be ASTM A36. 2. Connection bolts- ASTM A325. 3. Welding electrodes- ASTM A233 E-70 series. 4. Anchor bolts- ASTM A307. C. Installation Notes 1. Shop and field welding to be per AWS D1.1, latest edition, and performed only by certified welders. 2. Paint steel per AISC Spec. Section M3. ' 3. Provide conosion resistant coating around all structural steel below grade. LUMBER A. Design Code: "National Design Specification for Wood Construction", latest edition. B. Materials: 1. All members designated as "LVL" to have the following minimum allowable design values: Fb=2.95 ksi, Fv= 0.29 ksi, Fc(parallel to grain) = 3.18 ksi, Fc(perpendicular to grain, parallel to glue line)= 1.02 ksi and E=2000 ksi. Provide nailing/bolting connection for multiple piece beams per manufacturer's specifications 2. All members designated as "PSL" column to have the following minimum allowable design values: Fb=2.4 ksi, Fc(parallel to grain)=2.5 ksi and E= 1800 ksi. 3. Wood Floor and Roof Trusses a. Designed and manufactured in accordance with the "Specification for Metal Plate Connected Wood Trusses", latest edition. b. Tross plates shall be of structural quality . galvamzed sheet steel not less than 0.036 inch . (20 gauge-coat thickness), shall be manufactured in accordance with the recommendations of the Quality Control Manual published by the Truss Plate Institute and shall meet or exceed ASTM A446 and A525 or alternately,ASTM A591. � c. Coordinate sizes and locations for mechanical and electrical ductwork prior to construction. d. Maximum allowable live load deflection(unless not�otherwise on plan): . Floor Joists- Span/480 Roof Joists - Span/360 e. Openings in floor or roof to be designed/framed by the truss supplier. f. Verify bearing conditions prior to truss fabrication. � g. Provide bridging, web stiffeners, etc. as required. 4. Dimension Lumber a. Joists, beams, and columns - minimum design values except as noted on the plans: Fb = 850 psi, Fv= 70 psi, E = 1,300,Q00 psi, Fc(parallel to grain )= 1,150 psi, Fc(perpendicular to grain)=405 psi. b. 2x4 and 2x6 wall studs - minimum design values: Fb = 675 psi, Fv= 70 psi, E= 1,200,000 psi, Fc(parallel to grain)= 725 psi, Fc (perpendicular to grain) =405 psi. c. All lumber to have maximum moisture content of 19%. 5. Plywood a. Plywood subfloor and roof sheathing to be C-D INT-APA- minimum thickness per UBC Code for loads and spans shown on plans or notes. b. Underlayment to be 1/2 inch C-C PLUGGED EXT-APA. 6. Nails, Bolts and Screws a. Nails: Common per Fed Spec FF-N-1-1. b. Lag Bolts or screws: per Fed Spec FF-B-561. 7. All connection hardware by "USP Lumber Connectors" (Kant-Sag). C. Installation Notes 1. Provide bridging in accordance with Part 4, Section 4.4.1 of the National Design Specification for Wood Construction, 1997 Edition. 2. Brace floor and roof trusses in accordance with the manufacturer's recommendations. 3. At studs subject to lateral loading from wind, provide additional full story height studs nailed to ends of lintels in addition to posts shown as noted or scheduled as follows: Opening width #of extra studs 0'to 3' 1 3'to 6' 2 6'to 10' 3 4. Provide flexible joints at all junctions between non- � loadbearing partitions and wood tn�sses in order to account for Ceiling Partition Separation(CPS). 5. Extend all columns to foundation sill plates. Block in at all floors. D. Submit design calculations and shop drawings for wood tcusses to Architect. r MISCELLANEOUS A. Placement of inechanical units supported by roof or floor structure is subject to the approval of the Engineer. B. Verify all existing conditions and dimensions. Report all conflicts in construction documents and actual conditions to the Architect before proceeding with the affected work. C. Contractor is responsible for bracing all structural elements, without overstressing, until project is complete. Stockpiling of materials on supported levels is at Contractor's own risk. D. Contractor to temporarily shore earth retaining walls while backfitling. Shores can be removed only after concrete slab-on-grade is in place and has reached 70% of its design strength and ground floor is installed and connected to wall. �?C��s/Y�� '/a/�� D�//lQ� Y lL/ WINDOW SCHEDULE-Walker Residence Main House __ _ _- _ - __ _ _ _ _ - __ _ __ ___ _ Y Y• � ) Ype Model No. Notes . Ke Room No. Location Qt R.O. W x H T S 004 ' Carriage Way ' 4 40 3/16" x 24 7/16" Camber Top Casement CTC2-1006 LR - _ _ - -- � ----------- __-- --_ _ __ _ _- _ _ _ __ _ -- -- A 101 Dining Room 6 22 3/16" x 65 1/16" Double Hung DH1-1628 � - ___ _ ___ B 102 Message Center , 1 36" x 46" Casement Custom, Arched Top - -_ ___ __ g _ _ _ „ „ __ _ C _ 102 Messa e Center 1 30 3/16 x 49 1/16 , Double Hung DH1-2420 _- __- - __ - _ _ - ___ __ , _ T 104 Carriage Way 8 40 3/16" x 40 3/16° Camber Top Casement ' CTC2-1010 LR _ _ -- g --_y ,___ , -- .,--- „ - - --- __ _ _-- -- _ _ _ _ - U 104 Carria e Wa 8 40 3/16 x 63 1_3/16 L Camber Top Casement CTC2-1016 LR �' _ _ _ _ _ _ - _ _--- _- -- -_ __ _ _ --- - V 104 Carriage Way 1 40 3/16" x 80 3/8" ' Camber Top Casement Custom --- - - - - - --- __. _ _ _ _ _-- -- _ __ - _ _ _ _ _ -- -- -- -- D 1 05 Bath ' 1 ' 26 3/16" x 37" Double Hung DH1-2014 - - _ _ _ _ _ _-- -- _ - . _ -_ -- __-- -- --- - - - - -- __ E 108 Library/Office 4 18 7/8" x 82" ? Sidelites TDS1-0421 _ - - - ___ _ _ - - -- . _ ___ -- __ ___ W 108 Library/Office ; 2 � 60 1/4" x 14 3/4" Elliptical Window �, Custom __ _ - _ -- - - - - ___ - F 109 Reading Room 8 ' 26 3/16" x 61" Double Hung DH1-2026 _ _- - _ _ _ _- -- - _ _ ___ . -- --- __ __ A 1 12 Parlor 7 22 3/16" x 65 1/16" . Double Hung_ � DH 1-1628 _ _ -- . - - _ __ - - _ _ _ _ _ - - G 208 Bedroom 2 2 ! 18 7/8" x 80 3/8" Sidelites ' TDS1-0420 To be used as French doors -_ __ _ _ _ _ - - _ _ ___ __ ___ -- --- _ __ _--- - H 209 ; Storage Room 3 22 3/16" x 41" I Double Hung DH1-1616 __ __- -- -r _ _ __ _ . ---__ --- _ --- - -- _ _ _ ._ __ _- _ H 210 Bath 1 22 3/16" x 4 " Double Hung DH1-1616 _ __ -- _ _ _ _ __ _ __ _ - , _ - - - _-- _ _ _- J 212 Sharon's Office 3 24 7/16" x 40 _/_6" Casement CA1-0610 L Mull 3 together -- -- � - - - ___—__ __ ---- - ___ _,_-- __. K 212 ' Sharon's Office 2 48 1/16" x 40 3/16" French Chateau Casement FCA-1210LR ____ __ ___ _ -- - ---- - _ . _ _ --- - - - _ -- ___ - -- -__ __ - L 212 Sharon's Office i 2 20 1/2" x 40 3/16" Casement ' CA1-0510 L - -- _ _ _- --� - - --___ _ _ __ __ _ -- -__ _-- -- _ __ M 212 Sharon's Office 1 56" x 64" Fixed Custom, Arched Top - _--- --- -- -- --- --- __ _ - - _ _ - -- _ _ N 212 Sharon's Office 2 , 40 3/16" x 40 3/16" ' French Chateau Casement FCA-1010 LR ' Mulled together - . �� -- �� f _ --- - - -_ _ --- -__ - _ _ ___ ,_ _ ; ___ N 21 3 Laundry 1 40 3/16 x 40 3/16 French Chateau Casement FCA-1010 LR --_ - -- _-- _- _ _ _ _ _ O 21 3 Laundry Room 1 36 1/4 x 59 7/8 Casement , CA1-0915 L ____ --- - _ _ -- -- _ , _ _ _ __ . _�_ _ - - __ __ - - -- --- _- _ _- _- - - O 200 Master Bedrm. 3 36 1/4" x 59 7/8" Casement I CA1-0915 L _ _ -- ___ _ _ _-_ -_ _ _ _ ___-- -- -- __ _ __ _ _ P 201 Sitting Room ' 8 26 3/16" x 53 Double Hung_ DH1-2022 -- -- , _ - ---- _ _ -- _ - _--- ----- ---_ - _ _ _ ---- -- Q I 203 ' Master Bathroom 1 22 3/16" x 37" ' Double Hung ' DH1-1614 ' _ _- _ - - --- __ _ _- _ _ - _ - -- - __ , -- _ _ ---- -- ____ _ - Q 204 Master Bedrm. Clo. I 1 22 3/16" x 37" Double Hung ' DH1-1614 ___ ___ - -- - - _ -- -- - - _ _ _-- - -- -_ R ; 300 Attic Secret Rm. 1 36 3/16" x 53" '�, Double Hung DH1-3022 WINDOW SCHEDULE - Walker Residence - Guest Apartment House Key Rm. No. i Location ! Qty. R.O. W x H T pe Model A 005 � Stair ' 1 ' 24 7/16" x 24 7/16" Awning AW1-0606A ___ ---- -- �- -- -- - __ A _ _ 104 �__ Stair 1 24 7/16" x 24 7/16" Awning AW1-0606A - -- -- �--- ----, --- ____ - _ _ _ 6 103 �__ Utility Rm __ , 4 24 7/16" x 36 1/4" Casement CA-0609L _ _ __ _------ - _ _ __._ _ _ —--- —�_ � ___ - -- B 102 ' 2 Car Gara e ,' 4 24 7/16" x 36 1/4° Casement CA-0609L --- _ __ _ _ _ -- -+--- -- A 201 � Bureau ! 3 24 7/16" x 24 7/16" Awnin� AW 1-0606A ---— --- — ------ - --- - . _ _ _ 201 � Bureau '� 2 ' 16 9/16" x 36 1/4" Casement CA-0409L - - - ___ ___._ . _. _ D 208 Livin� Rm. 1 . 59 7/8" x 59 7/8" Awning Custom _ _ , E 208 Living Rm. 3 � 40 3/16" x 48 1/16" Awning AW1-1012A _ _ _ . . F 206 Bathroom 2 28 3/8" x 28 3/8" Awning AW1-0707A _ --- - _ F 205 Closet � 2 28 3/8" x 28 3/8" Awning AW 1-0707A _. _ _ ___ --- -- _ ;-- - - _ G 204 Bedroom #1 ' 1 62 3/16" x 49 1/16" Picture DF 5642 - -- -- — — --- _ _ . - _ _ _ C 202 _ Kitchen ? 2 16 9/16" x 36 1/4" Casement CA1-0409L _ - _ - -- — --- — -- ,-- -- ------ __ _ __ H 202 Kitchen 1 : 28 3/8" x 36 1/4" Casement CA1-0709L - - -� - � ---10 3--- , --- - --- ---_ _-- ____ Utility Rm 2 16 9/16" x 71 11/16" Picture PS 1-0418 � � gs p�o��t ��G�� G � STRUCTURAL NOTES WALKER RESIDENCE —" �u�5-�-p p�m�-1- �u��' ORONO, MN yy PROJECT#01227 � � APPLICABLE CODE - 1998 Minnesota State Building Code, C�p 1997 Uniform Buildling Code. � DESIGN LOADS � � . A. Roof 40 PSF live load (snow surcharge per Minnesota � code). Roofing dead load assumed 3 PSF(Wood Shingles). � Assumed roof total design dead load 20 PSF. � B. Floor: Ground Floor: 50 PSF live load or 2004#/20in� Assumed floor total design dead load 102 PSF. Main Floor: 40 PSF live load. Assumed total design dead load 20 PSF. C. Lateral: Earth-Typical cohesionless soil pressure assumed. Wind-Per Uni�orm Building Code, latest adopted edition. Basic wind speed- 80 MPH. _ Exposure C. SOIL PREPARATION AND FOUNDATIONS A. Materials 1. Footings to bear on properly compacted fill or native soil capable of susta�ning an assumed bearing pressure of 2000 PSF in accordance with 1997 UBC Section 1805 (Class 3 material or better). Allowable bearing pressure to be verified by an independent testing a.�ency. If soil appears to be of questionable quality or in a loose state, contact Engineer before proceeding with the work. 2. All fill material to be granular soil or other cohesionless material approved by the soil testing agency. 3. Provide 4" granular subbase under slabs-on-grade B. Installation Notes 1. Prior to installing foundations, soil to be field inspected by an independent testing agency familiar with the site to assure that the compaction specifications have been satisfied. Submit all inspection reports, material test reports, etc. to the Architect. 2. All topsoil is to be stripped from building and pavement areas. All very loose sands and silt and clay soils also to be stripped. 3. All fill material to be spread in maximum 6" loose lifts and compacted with vibratory compactors to a minimum 98% of the maximum dry density as determined by ASTM D698, Standard Proctor. Moisture content at the time of compaction should be controlled to within+/_ 3% of the optimum moisture content. 4. Provide minimum 3'-6" soil cover for foundation frost protection. � � CONCRETE - SITE CAST � A. Design Code: ACI 318, ACI "Manual of Standard � Practice...", latest adoption. � B. Materiats ,� l. Minimum concrete strength at 28 days(fc)for � slabs-on-grade and walls to be 4000 psi. For footin�s, � 3000 psi. � 2. Concrete supplier to submit concrete mix designs to � Architect for all site cast concrete. 3. Furnish 5-7% air entraining agent for all concrete exposed to freezing temperatures. 4. Reinforcing steel a. Welded wire fabric- ASTM A185. b. Deformed bars- ASTM A615, Grade 60. 5. Install slab on grade control joints in accordance with PCA publication "Concrete Floors on Ground". C. Installation notes: 1. Support reinforcement only with CRSI recommended bar supports(wood, brick, etc. not acceptable) or hang from top of forms. Use supports with sand plates or horizontal runners for slab-on-grade reinforcement. 2. Concrete cover per ACI 318, latest adoption. 3. Sawcut slabs-on-grade as soon as concrete may be worked without unraveling(max. 6 hours after placement). 4. Place and securely tie footing dowels in position prior to concrete placement (i.e.: do not embed dowels into wet concrete). CONCRETE- PRECAST PRESTRESSED A. Design Code: ACI 318, latest adoption. B. Concrete strength at 28 days(fc): 5000 psi minimum. C. Supplier notes: 1. Precast, prestressed concrete shall be designed, fabricated, and erected according to the specifications of the ACI Code and the Prestress�Concrete Institute Design Handbook, latest edition. 2. Precast plank shall be designed to withstand the superimposed loads as indicated on plan. 3. Field welding of cast-in plates, etc., to be performed only by certified welders m accordance with AWS D1.1, latest edition. 4. Precast material to be manufactured in accordance with the PCI Quality Control Manual, latest edition. 5. Submit shop drawings and certified design calculations. 6. Provide hangers in plank at.openings as required. Do not overcut plank transverse to span direction. , , � � � STEEL- STRUCTURAL A. Desi�n Code: "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings" (AISC), latest �,, edition. .` B. Materials: 1. ASTM A572, Grade 50, except that channels, angles, plates � � and bars may be ASTM A36. � 2'.. Connection bolts- ASTM A325. � � 3. Welding electrodes- ASTM A233 E-70 series. � �4. Anchor bolts- ASTM A307. C. Installation Notes 1. Shop and field welding to be per AWS Dl.l, latest edition, and performed only by certified welders. 2. Paint steel per AISC Spec. Section M3. 3. Provide corrosion resistant coating around all structural . steel below grade. LUMBER A. Design Code: "National Design Specification for Wood Construction", latest edition. B. Materials: 1. All members designated as "LVL" to have the following minimum allowable design values: Fb=2.95 ksi, Fv=0.29 ksi, Fc(parallel to grain)=3.18 ksi, Fc(perpendicular to�rain, parallel to glue line)= 1.02 ksi and E=2000 ksi. Provide nailing/bolting connection for multiple piece beams per manufacturer's specifications 2. All members designated as "PSL" column to have the following minimum allowable design values: Fb=2.4 ksi, Fc(parallel to grain) = 2.5 ksi and E= 1800 ksi. 3. Wood Floor and Roof Trusses a. Designed and manufactured in accordance with the "Specification for Metal Plate Connected Wood Trusses", latest edition. b. Truss plates shall be of structural quality galvamzed sheet steel not less than 0.036 inch (20 gauge- coat thickness), shall be manufactured in accordance with the recommendations of the Quality Control Manual published by the Truss Plate Institute and shall meet or exceed ASTM A446 and A525 or alternately, ASTM A591. c. Coordinate sizes and locations for mechanical and electrical ductwork prior to construction. d. Maximum allowable live load deflection(unless noted otherwise on plan): Floor Joists - Span/480 Roof Joists- Span/360 e. Openings in floor or roof to be designed/framed by the truss supplier. f. Verify bearing conditions prior to truss fabrication. , , �.J � � g. Provide bridging, web stiffeners, etc. as required. "b 4. Dimension Lumber `� a. Joists, beams, and columns - minimum design values except as noted on the plans: Fb = 850 psi, Fv = 70 psi, � E = 1,300,000 psi, Fc(parallel to grain ) = 1,150 ps�, Fc(perpendicular to grain) =405 psi. � b. 2x4 and 2x6 wall studs- minimum design values: � ' Fb =675 psi, Fv= 70 psi, E = 1,200,000 psi, �g � Fc(parallel to grain) = 725 psi, Fc(perpendicular �y . � to grain)=405 psi. 1 • c. All lumber to have maximum moisture content of 19%. 5. Plywood a. Plywood subfloor and roof sheathing to be C-D IIVT-APA- minimum thickness per UBC Code for loads and spans shown on plans or notes. b. Underlayment to be 1/2 inch C-C PLUGGED . EXT-APA. 6. Nails, Bolts and Screws a. Nails: Common per Fed Spec FF-N-1-1. b. Lag Bolts or screws: per Fed Spec FF-B-561. � 7. All connection hardware by "USP Lumber Connectors" (Kant-Sag). C. Installation Notes 1. Provide bridging in accordance with Part 4, Section 4.4.1 of the National Design Specification for Wood Construction, 1997 Edition. 2. Brace floor and roof trusses in accordance with the manufacturer's recommendations. 3. At studs subject to lateral loading from wind, provide additional full story height studs nailed to ends of lintels in addition to posts shown as noted or scheduled as follows: Opening width #of extra studs 0'to 3' 1 3'to 6' 2 6'to 10' 3 4. Provide flexible joints at all junctions between non- toadbearing partitions and wood trusses in order to account for Ceiling Partition Separation(CPS). 5. Extend all columns to foundation sill plates. Block in at all floors. D. Submit design calculations and shop drawings for wood tnisses to Architect. MISCELLANE � OUS A. Placement of inechanical units sup orted b roof or floor � P Y structure is subject to the approval of the Engineer. � B. Verify all existing conditions and dimensions. Report al( conflicts in construction documents and actual conditions � to the Architect before proceeding with the affected work. � � C. Contractor is responsible for bracing all structural elements, � � �vithout overstressing, until project is complete. Stockpiling � of materials on supported tevels is at Contractor's own risk. ,� .D: Contractor to temporarily shore earth retaining walls while � backfilling. Shores can be removed only after concrete slab-on-grade is in place and has reached 70%of its design strength and ground floor is installed and connected to wall. � � Guest Apartment House 00147 - Walker Residence � LINTEL SCHEDULE � BRG � L1 2 2x8 2 2x6 � L2 3 2x10 2 2x6 � L3 2 13/4x71/4LVL 2 2x6 L4 2 13/4x91/4LVL 2 2x6 L5 L6 2 1 3/4 x 11 7/8 LVL 3 2 x 6 L7 W 8 x 18 Bear 8" E.E. PL 7" x 7" x 1/2" w/ 2 1/2"ra x 4" H. Studs L8 W8x35 PL9" x9" x1/2" Revised: 4/2/01 DATE T E CITY OF ORONO ALLED IN 9�� ^ INSPECTION NOTICE � � SCHEDULED _�� .: C�J �ERMIT NO. �� ' "`' COMPLETED ADDRESS �( r ��/ '' S �(1 �.Q �� - OWNER CONTR. ��'? ��[,(,S TELEPHONE N0. � Cl �� C� � � ��_S � DESCRIPTION /`-�C�/ � ,�C� � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUM8ING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W C � � O � � O � W � Q � Z W � W � j � �f WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W�❑CORRECT WORK S PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-4600 Owner/Contrac r Inspector White Copylinspector's File Canary Copy/Site Notice /� DATE / TIME CITY OF ORONO CALLED IN `a-- INSPECTION NOTI E ,! SCHEDULED � d; �"` PERMIT NO. 3�0`1 COMPL ED -� �r�� ADDRESS ��CriC�� /�• S�G'•'�. 1�'. OWNER CONTR. �'` C��C�"cl�. TELEPHONE NO. LO �02 �la � C� Q [� � DESCRIPTION /O��,E� �� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENT�: a �5�-'L�� , � � O � �7 `�'�-3/ 0 � W � Q � Z W � W � � ��Sj'VORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE ��. � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTfON REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46QQ OwnerlContractor on site: Inspector.I��T ��!rfLt� I� ��, White Copyllnspector's File Canary CopylSite Notice V DATE TIME CITY OF ORONO CALLED IN -� INSPECTION T�CF� SCHEDULED -J7-1 o-�/ ��d� PERMIT NO. v J � � COMPLETED �Q"� � ADDRESS ��P FSS X��• e��^�— ✓�• OWNER CONTR. U�/ C/Z.a,��LL TELEPHONE NO. � - � (�. 3 (0 3 � I1�� DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTHACTOR TO MEEf YOU:_YES_NO � C TS: � . W d � O - � W � Q � Z W � W � � d ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W � �CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN �NSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance. 249-46�� OwnerlContractor on site: Inspector. ��-'�"�� White Copyllnspector's File Canary CopylSite Notice " DATE TIME CITY OF ORONO CALLED IN �_ INSPECTION N ICE SCHEDULED � PERMIT NO. COMP�ETED — � ADDRESS �Lc S�5 � L�/'C��Y'e �,E' • OWNER CONTR. . TELEPHONE NO. � � ✓ �- g -' � DESCRIPTION If' �� 01 FOOTING 11 MECHANICAL I 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a J � O � � O � W � Q � Z W � W � � � d W� �NORK SATISFACTORY:PROCEED � PROJECT COMPLETE W ��CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. �952� 249-46QQ OwnerlConUa on site: Inspector. White Copy/l�spector's File Canary CopylSfte Notice DATE TIME CITY OF ORONO CALLED IN �/��' INSPECTION N IC SCHEDULED � � � PERMIT N0. �' �� a COMPLETED � � ADDRESS � C� cS� .�—� � S�� ' r� � OWNER CONTR. 1: ��f �'S/.l,t �ll TELEPHONE NO. �� .��G� ��-C��'i��`�` � DESCRIPTION __ _ � � ,"� � � +� - � Pd oll.LiY� w�A�l'� � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATIGN 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOUAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 OEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O �. � O � W � Q � 2 W � W � � d /�1i f�RK SATISFACTORY:PROCEED ❑ PROJECT COM PLETE T��CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR W{LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cau for the t ins ,ec ' 24 hours in advance. (952) 249-4600 OwnerlContrac sit . �f t ,� Inspecto W ite Copy/lnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOT E SCHEDULED � � � PERMIT NO. �� COMPLETED �l - �Q ADDRESS�.�[�5 �VD�� t- ��'-• OWNER CONTR.�U7��7�5 �/aQ9 •' TELEPHONE N0.��i ��L? �� M�sa�`(s�" �.»-�- 7 � DESCRIPTION- �� `�G-fyp�-�rl' � 01 FOOTING 11 MECHANICAL RI 18 EXCA�//GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOILOW-UP � 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W 0. 0 5 O�'/ � � 0 � W � Q � Z W � W � � � �1 VORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W �O CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. O PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REQUIRED.CALLTO ARflANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� 249-4600 OwnedContra tor on site: Inspector.� � �� C�� White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION TIC SCHEDULED —3� oo� PERMIT NO. Q� � COMPLETED �� ' ADDRESS � gJr /!�d"'-uL �2�*�"'L OWNER l/�'l CONTR. i�� TELEPHONE NO. �o�dZ �{�'�- a��-3 ��Iati�� DESCRIPTION �- � 01 FOOTING 1 ECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FR,4MING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATIGN 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARO COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTORTOMEETYOU: ES NO � COMMENTS: W � y � /V � J O >. � O � W � Q � Z W � W � � d W/�OFiK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ��CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT O CORRECTUNSAFECONDITION WITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED O STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call forthe next inspection 24 hours in advance. �952� 249-�6QQ OwnerlContractor o i . Inspector. White Copyllnspector's File Canary Copy/Sfte Notice DATE TIME CITY OF ORONO CAL ED IN INSPECTI NOTICE SCHEDULED PERMIT N�.� co P Er � �---' � ' 3 ADDRESS � � , OWNER CONTR. �/7�� TELEPHONE N0. �� '� � 1 � DESCRIPTION , �Y��- � 01 FOOTING 11 MECHANICAL RI 18 EXCA�//GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPIACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEP- IC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU: YES_NO � CQMMENTS: a � � � �C � s 5 Z � � o� �� L` ��\:�� Ci� '� `a _ � � , ,. � y� ec�. 1� �� ,� �. L� ° �cz � � L � " W Q l'vd-v.'�, C� ��.��' �. � z W � W � � d W� ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W �CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALI INSPECTOR ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-46�� Owner/Contractor on site: Inspector. ��'��'� �Cti'�f / � White Copyllnspector's File Canary Copy/Site Notice � DATE TIME CITY OF ORONO CALLED IN INSPECTION N CE �; SCHEDULED —l "d�- �- �'�' PERMIT NO. � � L' COMPLETED � � ADDRESS � ri� � -�.C�fL �hc..►�.�. OWNER '�� CONTR. � �/�� t1z� TELEPHONE N0. � �� S� � �� ,f � DESCRIPTION /��`" � �'1 � � Ot FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y O�NSULATION 24/25 WOOD BURNER(FIREPLACE 34 TREE REMOVAL Z 04 WALL . 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � EN S: � W a j - - O a � /� �[ `-` � - O � W � Q � Z W � W � � �ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 2a hours in advance. (952) 249-4600 Owner/Contrac on site: Inspector. �� White Copyllnspector's File Canary CopylSite Notice / DATE TIME CITY OF ORONO CALLED IN INSPECTION N TIC,� SCHEDULED — �" �� PERMIT NO. O� COMPLETED ' ;-��' 3 AD D R ESS ��(�� h •-crt.t. J�'f, OWNER CONTR. ��-c.� ,/�`- C�c#C�.� . TELEPHONE NO. �.�� % J� DU � DESCRIPTION ��l�iy✓I,/v�/`J �. C-��.c.�sc.� � ,os �G-K,�.s��,y�I�'-�. � 01 FOOTING .� 11 MEc.'HANiCAI.Rl 18 EXCAV/GRADINGIFILLING Q 02 FRAMING L� 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAI 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTHACTOR TO MEET YOU:_YES_NO � MENTS: a i �' � r� --�v�- �, � - � O � � � ��, 4i. ��2.� �(/Z�L�2 � O � � "' �✓��2 c- G�'L CL%i.`1 L�S� W � l��G(,S GC. 5 .� C�l.c.,T1✓►, Q z 3 � ��. � � � c,�� s� � �'� 5 W � � � d W� ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W �RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. O PHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALI INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in ad�ance. �95Z� Z49-46�� OwnerlCo�ctor on site: Inspecto .� nf� �" White Copy/lnspector's Fiie Canary Copy/Site Notice / I (�1�,+_ ' DATE TIME CITY OF ORONO CALIED IN � INSPECTION IC SCHEDULED �,. � � PERMIT NO. � O COMPLETED � `� _ ADDRESS �j�� VV =�z- �!/. OWNER CONTR.��t7�Z.l.lS� TELEPHONE NO. �}�� 1�� — ��1 � DESCRIPTION _��-c�t�711Y�'- �C.l-- � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FR,4MING 13 MECHANICAL FINAL 19 LAKESHOAE/WETLANDS y 03 INSULATIGN 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 OEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEP C FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTORTOMEETYOU: YES_NO � COMMENTS: � W a � J O � � O � W � Q � Z W � W � � GW �ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE �` ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContracto n ite• Inspector. Whit Copyllnspector's File Canary CopylSite Notice �� DATE TIME CITY OF ORONO C ED IN INSPECTION�TICE S HEDULED �4Z �P�� PERMIT NO. ;, f7 �� COMPLETED ��L/--G2— �� ADDRESS c�J �a- S v i2 � i J �_ OWNER �'v �l I � '�- CONTR. � c2 c�'��CS �J� �j TELEPHONE NO. O 3 � � J � DESCRIPTION � , � � � � 01 FOOTING 11 MECHANICAL RI 18 EXCR4�/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y �12�1 LATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z D• 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a O• �� O � W � Q � Z W � W � j d W� �IORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE v W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR �INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours in advance. (952� 249-46�� OwnerlConU/%'/or on site: inspector. ��'� �,�� White Copyllnspector's File Canary CopylSite Notice � DATE TIME CITY OF ORONO CALLED IN INSPECTlO O�CE (� SCHEDULED �' '�L ��v PERMIT NO. � T COMPLETED _� A D D R ESS�� /V 1d. �.r'r.1Z� .�-�v�-('� OWNER �-�-�2� CONTR. v-�ixJ ��-�.� TELEPHONE N0.__ � I� � � ,� �%�J � DESCRIPTION � OOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q RAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � 0. � J O >. � O � W � Q � 2 W � W � � O W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � O CORRECT WORK,CALL FOR REINSPECTION TEM PORARY � BEFOflECOVERING PERMANENT ❑CORRECT UNSAFECONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR �INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next ins ction 24 hours in advance. (g52) 249-4600 OwnerlContra site Inspector. � White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOT SCHEDULED �Z PERMIT NO. 3 a COMPLETED ADDRESS ��tT .� �G2T-�l cS�v' �2 OWNER CONTR.__��ZdTis (3/cQc� , TELEPHONENO. ��vZ 3 �� .3�7Q/ �c��--C � � DESCRIPTION ��z /L ^� � " lCc�2+-�Ci � Ot FOOTING 11 MECHANICAL RI 18 EXCAV/GRADI G/FILLING Q 02 F 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS O 03 INSU ON 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z L BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES NO � COMMENTS: � W a � � O >. � O � �u � Q � Z W � W � j d W� WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE • O CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the n xt inspection 24 hours in advance. (952� 249-4600 OwnerlCo a t n ite: Inspector. � White Copyllnspector's ile Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NO E SCHEDUIED �r-i�o Z ! P+�t PERMIT N0. COMPLETED ADDRESS�o�� iU['.,� � �r e D.� OWNER CONTR. �a '�c (�iil��_ TELEPHONE N0. _ �S�- c/�l �/3 O C3 � DESCRIPTION � �� 01 FOOTING 11 MECHANICAL RI 18 EXCA�//GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WEfLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 W BD. 12 WATER HOOK-UP 17 S�TE INSPECTION Q 5 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTAIL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNOATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � C MENTS: � � � � ' , _, - . o �a � - a � � � -' �2/�i..� )� �d�C-l��c� o � E, ,. W � �� f � Q � z _ � _..__. � W � � � d W� ❑WORK SATISFACTORY:PROCEED ❑ PFOJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL I OR ❑INSPECTION REQUIRED.C L TO ARRA E ACCESS. �j� Call for the next' sp tio 4 hours in ce. 9-460� � OwnerlC r on site. E Inspector. ite Cop linspector's File nary Copy/Site Notice