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HomeMy WebLinkAbout2007-P10863 - new structure PERMIT CITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: p10863 � Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 5/24/2007 SITE ADDRESS: 3605 North Shore Dr Unit# Wayzata,MN 55391 P��� 08-117-23-34-0011 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Census Code 101 Permit Class: Building Permit Type: New Structure Permit Sub-type(s): New Home-Single Family DETAILS: Approved per resolution#: 3245 Separate permits required: Plumbing Mechanical Fireplace Sewer Connection Irrigation Electrical(state) NOTICES/REMARKS: SAC Paid#1703 - 11/02/1967 FEE SUMMARY: Pernut Fee: $ 3,803.75 Valuation: $ 620,000.00 Plan Review Fee: $ 2,472.44 State Surcharge Fee: $ 310.00 TOTAL FEE: $ 6,586.19 APPLICANT: Robert Craig Homes Inc. OWNER: Mike Maney 464 2nd St. #101 3605 North Shore Dr Excelsior,MN 55331 Wayzata,MN 55391 THE 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 STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. �v-ea-,�.,-Z � � L���'zC-� /� -` APPLICANT PERMITEE SIGNATURE ISSUED Y SIGNATURE Copies: ]-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1 , Total Fee: $ �-F' I C��L ` / � Date Received: � e �7 Entered By: t���} �r.�'r ,:'-%���-/�Z ? Permit#: � �(����j J� CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review wilt be started. (plec�se print all i�iformntioi2) ------------------------------------------------------------------------------------------------------------------------ THE APPLICANT IS: (circle one) OWNER O CONTRACTOR JOB SITE ADDRESS: ��(oP5 f�l� S���+�._c:� �> r' ZIP: S S � � � Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes �NO If yes, n specia!event permit is r•equir•ed tivith Police Departr�ient and City Council approval 60 days prior to the event. Shtttt/e b:rs ser�vlce wi!/be r•eqzri��ed ttnles•s applicant derr�onstrcttes sz{fftcient a�-site parking is available. Non-per�rnittec�events ivil!not be allotived. NAME OF OWNER: �'�,��� �Lr��=E.n��;, PHONE: (home) (y�Z- �l(v"�S'G�'� (work) MAILING ADDRESS: CITY: ZIP: CONTRACTOR: �c��3e2�- ��2^� r� Cr��"`�� . PHONE: G) S L- '��� -(v�3`� CONTACTPERSON: �o� MOBILE/PAGER: (DIz- (o�a - -7)�t3 MAILING ADDRESS:�(D� Z��' S i � 1�'I CITY: �k�c c„�1�;�2 ZIP: S S 3:� 1 STATE LICENSE: # �, Gl%.�� EXPIRATION DATE: 31�S�� g� ARCHITECT/ENGINEER: S�c�Y ���� �I--��=51�-� PHONE: `�SZ-�7b� �=f�S'o MAILING ADDRESS: �t-t� z N�� sr �� �o CITY: l:j�cz isl�� ZIP: SS j 2 / NAME: �-�-�� REGISTRATION: # TYPE OF WORK: New Home � Addition • Accessory Structure Move Home Remodel/Alteration (ie: Siding, Windows) Any earth movement may require MCWD review and permits! PROPOSED WORK(clescribe in detain: �� �-�=-�� `l C'c�1�: i°C� � c:��s�' STORIES: � SQ.FEET OF EACH FLOOR: �E c �:.a�s NO. OF BEDROOMS: �_ GARAGE STALLS: ATTACHED � DETACHED_ ESTIMATED CONSTRUCTION VALUATION(eYcluding land): $ �o c�o�o I hereby apply for a building permit and I acknowledge that the infonnation above is complete and accurate; tl�at the work�vill be in conformance with the ordinances and codes of the City and���ith the State Buildin� Code;that I tulderstand this is not a permit and work is not to start without a permit;and that the work will be in accordance�vith tlle approved plan. — i / APPLICANT'S SIGNATURE: G�-- . DATE: �� U 31 ( Sec.13.04 RIGHTS OF SUSJECTS OF DATA Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in diis section. Subd.2. Infonnation required to be given individual. An individual asked to supply private orconfidential dataconcerning himselfshall be informed 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 da[a;(c)any known consequence arising from his supplying or refusing to supply private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data.This requirement shal I not apply when an individual is asked to supply investigative data,pursuant to section 13.82,subdivision�,to a law enforcement officer. The commissioner of revenue mayplace the notice rec�uired under this subdivision in the individual incom_e tax or orooertv tax refund instructions instead of on those forms. 3ubd.3. Access to data by individual. Upon requestto a responsible authority,an individual shall be infonned whether he is the subjectof stored data on individuals,and whether it is classified as public,priva[e or contidential. Upon his fuRher request,an individual who is the subject of stored private or public data on individuals shall be shown die data without any charge to him and,if he desires,shall be informed of the content and meaning of that data. After an individuai has been sho�vn the private data and infonned of its meaning,the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this secfion is pending or additional data on the individual has been collected or created. The responsible authority shall provide copies ofthe private or public data upon request by the individual subject ofthe data. The responsible authoriry may require the requesting person to pay the actual costs of making,certih�ing,and compiling the copies. The responsible authority shall comply immediately,if possible,with any request made pursuant ro this subdivision,or within five days of che date of the request,excluding Saturdays,Sundays and tegal hol idays,if immediate compl iance is not possible. [f he cannot comply with the request within that time,he shall so inform the individual,and may have an additional tive days within which to comply with die request,excluding Saturdays, Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data conceming himself. To e�ercise this right,an individual shall notify in writing the responsible authority describing the nature ofthe disagreement. The responsible authority shall within 30 days eithec (a)correct the data found to be inaccurate or incomplete and attempt to notity past recipients of inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he believes the datato be correct. Data in dispute shall be disdosed only if the individual's statement of disagreement is included wilh lhe�lisclosed data. The determination of the responsible authority may be appealed pursuant to the provisions ofthe administra[ive 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 pennit or license from the City of Orono or any of its departments may require you to furnish certain private or �onfidential 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 a�encies to the extent necessary to process the permit or license. � � 4. If your requested permit or license requires Council action to approve, some information maybecome . , public. 5. You have certain rights wlder M.S. 13.04(available upon request)to review private data on yourseif. 6. Your full name is required to process this application or permit. c��I�'1� �� �.�G�T- First Middle Last .Address Ci[v State Zip Phonc I under antl-m.Y rights as stated above. � ���- �� 7 sfgnaturc Reset Form -?=' �CHECiK pFF i�IST FOR ISSUANCE O�' �E�'�TS � FOR OF CE USE ONL��� � ��G��f� Je ADDRESS ORLEirAL: � �5� NQ P17�: ' _ ]�ESCRIPITION OF WORK: IV Ev�1 " o,� cx� nw�, Q�l� � --_------------ _—_------__ __------------------------- ------------- � ZOti�i tG REVIE�V J3Y: DATE APPROVED: S � — DA,TE.AFpROVED: S z3 •o� �UII�DING REVIEtiV $Y: . FEES TO BE C�-IARGEA: � Misc. Fees Calculated By: PERNI.IT Yes ✓ No PLAN REVIEtiV � Yes -� No SE�V�E�R CO�TNECTTON STATE SURCHA.RGE Yes —� Na tiVATFRCONNECTION INVESTIGATION FEE Yes No —� PARK FEE SAC Yes No � SITELNSPECTION Number of SAC�Units ,,� �` � 03 �I•z•6� OTHER (specify) -- --------------- ----------------------------- - ZONIi�IG CTi�CK LIS�' Zoaing Districc: L� � C..� . Fire Departnlenc: Post Office: Schaol District: • Lot Area: Sq.ft. Acres Width Depth Survey Submicted; Yes � No Date of Survey: Proposed Setbacks: Yl� '� Y� �� N ����� : ' t Side: y_ Front(Lake); � s�� �� � Rear(S[reet): �, --�cfrSide: ,�Sj3CPP,[ StntCbllc:� — ��� WP�1?�d: �1i.� Buildin� Height: DeF, Hgt, Pea1c Hgt. Lot Covera�e: B Council Approval Date: Gradlizg: Staff Approval Date: Y- Septic: Staf�Approv� Dace: /v � �Y' � Zoa�ng File: ��b'/L�� Resolutioa: n _ Resolution Date: ��L1��G 7 � 5�z,���� Shoreland Districc: i Avg. Setback: urh,r, $!LE�Setback: L.o:Cove2je; Etsti�o P:opased H�eco��er: G-7�' 7�-2�0' ��' .,^-�.,��3 � \. ' ,� _ :, . .,_ ,i. N?rCCO`ie' `�Z!c"_:.C.2 �l?yU::�2�' �i�2� .�� ll�l� Vi �.0'���:. .-�rN:� F.E�L�S (.L�ho�.�el: i � o . J . SUILDING REV1��V C�iECK LIST UB�: 1�'3 � CONSTRUCTION TYPE: �l�.J Sq Footaoe $ Per Sq Ftg Baseazent . , X = . lst Floor z = 2nd floar x = . Garage x = z = TOTAL Estimated Construction Value: $ �Zp,ppp QD J_nspections Required: tiYork Requiring Separate Permits: 5ite _�Plumbing Fire � Hardcover Removal _ c�Mechanical Water Coaaection _�Footing ` Septic p�Sewer Coanection � ' �_Framiag �_Fireplace ___Z_Lawn Irriga[ion �_Insulacioa (Masonry) Ocher _�Wal1 Board e� (Nifg.) Well (State Permit) _�F�� Grading/Filling x Electrical (State Per�nit) Other RENIARKS (I.�t�IOUSE): _ - -- _--_------------------------------------------------------------------------------------------------------------- REV�'4V BX OTHERS: �A�; Access: Ezisting New Access Agprovai: Date gy; ---------------------------------------------------------- ---------------------�r RE1�IA.RKS (TO EE NOTED ON PERL�II'T}1, _p � , �r ---- (,�/ -�j✓(� i�ly � /��lil'IG S/���.;�YU� ! �l�'1 e.S E�rI�S�- hr��,�n/������ /�td hy��c,h�- �nl-� cc.►��/�1�,c� �:.,c. , l'L'1 f�� GY lt,e[yY�l� �i�/ �'c�C�Gt��� l'�Q vl�-m��s h��-� C C� 2, L,��-r �►-n4 rn�� ``l�ricwtGr�-ih �` h1�s� b�. r�o:,�d h��-e, �C� As �s l�v-�,-c�c oµe.J 8 2335 Highway 36 W St.Paul,MN 55113 � Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com #'Bonestroo May 11, 2007 Ms. Evelyn Turner Planner City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 3605 North Shore Drive File No. 000139-07000-1 Grading Plan for Building Permit Dear Evelyn: We have reviewed the revised grading plan for the proposed house at 3605 North Shore Drive dated 5-9- 07.We have the following comments with regartls to engineering matters: • The slope on the downstream half of the swale to the west of the house is approximately 1.2%. eN/��� The proposed 933 contour should be adjusted to the south such that the swale has a slope of at �,.�� least 2%. S • Grading on this site is driven by the fact that the applicant is proposing to raise the top of block approximately 0.7', and the adjacent ground elevations up to 1.6'. In order to retain runoff on the subject property, the applicant is proposing to grade swales along both the east antl west property . lines. While the proposed swales will contain runoff on the subject property, a significant amount n� b�'aL of grading will occur in the 0-75' setback. The City should review this matter and determine if the iss 5�,��� proposed grading is acceptable. CP^� ���� y,��qe! If you have any questions, please call me at(651) 604-4894. � �(oe� I�� d'j°�� Yours very truly, N��� 1L �uw ti c BONESTR00 � � Darren Amundsen Cc: Tom Kellogg � If you have any questions, please call me at(651) 604-4894. Yours very truly, BONESTR00 � „ � . Darren Amundsen � Cc: Tom Kellogg 2335 Highway 36 W St.Paul,MN 55113 . Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com �Bonestroo May 2, 2007 Ms. Evelyn Turner Planner City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 3605 North Shore Drive File No. 000139-07000-1 Grading Plan for Building Permit Dear Evelyn: We have reviewed the grading plan for the proposed house at 3605 North Shore Drive received 4-26-07. We have the following comments with regards to engineering matters: • The slope on the downstream half of the swale to the west of the house is approximately 1.2%. The swale should have a slope of at least 2%. • The proposed slopes adjacent to the south,west,and north edges of the house and garage exceed the maximum allowable of 3:1. The grading plan should be revised such that slopes do not exceed 3:1. • A proposed 934 contour line appears to terminate near the proposed concrete area at the northeast corner of the house. The contour line should be extended to tie into an existing 934 contour. • The proposed 934 contour line intersects an existing 934 contour line in the bituminous drive to the north of the house. The grading should be revised in this area such that contour lines to not cross. • The proposed 934 contours to the west of the house should tie into existing 934 contours along the west property line. • The applicant should be aware that the proposed grading to the south of the house indicates a slope of approximately 25%across the patio. This is rather steep. • A swale should be constructed to the east of the house to prevent runoff from draining onto the property to the east. • It is not clear where the area at the northwest corner of the site will drain. More information, such as spot elevations and contour lines should be provided in this area and drainage patterns should be clearly indicated on the plan. • The plan shows a solid line beginning at the east side of the garage, running parallel along the north edge of the house, and then curving north into the fire lane area. The plan should indicate what this line is. • Final plans should include erosion and sediment control details. Apr 02 07 09:22a p,2 � ' Da1e: 4/2/2007 Revision Date: 4I212007 New Construcfian Site information Address 1: 3605 N Shore Dnve Project#: Robert Craig Homes Address 2: Lot: Maney Home Bfock: City. Orono, MN County: Sul�ivision: Appiication Information Business IVame: Select Mechanica! Service.s M�t Contractor License#: Contact Person: Dale Gaspard . Office Ph: 952-926-4488 Fax: 952-926-8847 Cell Ph: 952-215-8159 Address 1: 6219 Cambrirlge St City: �t Louis Park State: MN Zip Code: 554'16-24�6 House Dotails Square Feet: 2796 sq_ ft. Avg. Ceiling Ht: 10 [t. Number of Bedrooms: 3 Ventiiation : Balanced Total Ventilation Capacity: 122 cfm. Minimum Continuous Ventilation :60cfm. Intermittent Ventila�on: 62 cfm. Camb,�stion Annliance Comb�stiQn Zone 9 Water Heater: Power Verrt lnput BTUs: 75,OQQ Ir�dependently Vented Combustion Zane 2 Fumacel8oi[er: Direct VenUSeated Combustion Input BTUs: 90,000 Independently Vented Other Combustion QppliaRces Gas Fired Direct Vent Fireplace(s}: Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natura! Draft Fireplace(s)� No SoGd Fusl Applianee(s): Qne Exhaust Equiprnen# Continuous Exhaust Ventilation Capaqty(cfm): NA Ctothes Dryer(cfm): 135 Exhaust Fan Rating (cfm): 299 Next Exhaust Fan Rating(cfm}: 8p Make-Up Air ToYal Make-Up Air Required (cfm): 270 Passive Mak�[!p Required: Rour�d Rigid: 11 inches ar lnsufated Ffex: 12 inches. Mo�orized dam�er shai! be ic�terlocked with largest exhaust system. Gombustian Air Combustion Zone One Round Rigid Required_ fi inches or Insulated Flex: 7 inches Combustiort Zone Two: Minimum Comtx�stion Air Requirements Met. Pp {p ) � (��i Co rn Signature/Date. !� `"`-� � � A ticant Name rint : Cade��cial (print): Signature/Date: �2UQ4 Cente�Point Energy Minnegasco. 2U04 Mechanical Code Cruidelines. Page 1 ��� Permit# , Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Maney Residence Report Date:03/30/07 Data filename:C:\Program Files\ResCheck\E Calcs\Maney.rck Energy Code: 2000 Minnesota Energy Code Location: Hennepin County, Minnesota Construction Type: Single Family Glazing Area Percentage: 18% Construction Site: Owner/Agent: Designer/Contractor: 3605 North Shore Drive Bob Huibregtse Orono,MN 55391 Robert Craig Homes P.O.Box 422 Excelsior,MN 55331 (952)470-6639 . e � � . . i� ..- . . . . � . . . � -. . - . - ' . • . �.. Ceiling 1: Raised or Energy Truss: 1758 50.0 0.0 35 Wall 1:Wood Frame, 16"o.c.: 3011 19.0 0.0 144 Window 1:Above-Grade:Wood Frame:Triple Pane with Low-E: 528 0.350 185 Door 1:Solid: 45 0.400 18 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 525 38.0 0.0 14 Crawl 1:Solid Concrete or Masonry: 690 0.0 13.0 47 Furnace 1:Forced Hot Air:92 AFUE Air Conditioner 1:Electric Central Air: 13 SEER Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2000 Minnesota Energy Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. � �f� � /G' /yvt� �� 1�Z� � � �. /'CrLht w , �C..� �._A.'�'/ ��1� � C l�� Builder/Designer Company Name Date ��e��.�, _.............��.�....__�...h_�.. _..__. . m....�.�.��,�..e�� �a��.... . ._..�._____- -_----�.._.�.. .� �..�m��. Maney Residence Page 1 of 1 , �60� �l. S. ,�J. � - r� � ,.! ����I �=. ����� ���� � ; � _ ., '�, _ � � „ . ' A.M. STRUCTURAL ENGINEERING 112 EAST MAPLE STREET RIVER FALLS, WI 54022 May 16, 2007 Mr. Steve Lemke Sharratt Design & Company 464 Second Street Suite 100 Excelsior, MN 55331 Re: Maney Residence Crawlspace Floor Slab A.M. Job#06240 Dear Steve, As discussed, we understand the crawlspace slab will be slab-on-grade construction. This type of construction, per the soils report, has a high risk of differential settlement between the slab and the house foundation. If a structural slab system is desired for this crawlspace slab, it would require design of the slab, and design of a grade beam and pier support system, which we could perform. Please call me if you have any questions concerning the above. Sincerely, A.M. Structural Engineering, LLC ,-----_" C�--�" ,— �J �-'i���%'��'� . .___ Steve Rivard, PE Structural Engineer MN. Lic#41967 ' A.M. STRUCTURAL ENGINEERING 112 EAST MAPLE STREET RIVER FALLS, WI 54022 May 16, 2007 Mr. Steve Lemke Sharratt Design &Company 464 Second Street Suite 100 Excelsior, MN 55331 Re: Maney Residence Timber Brackets A.M. Job#06240 Dear Steve, As discussed, we understand the timber brackets that provide support to the eyebrow roof around the perimeter of the structure are custom crafted brackets. As such, we have not reviewed the brackets for their structural adequacy, nor for their connection to the house. As discussed, these brackets will be designed and fastened to the structure by others. Please call me if you have any questions concerning the above. Sincerely, A.M. Structural Engineering, LLC � C-/��.�/ �---2/---� �"_ � Steve Rivard, PE Structural Engineer MN. Lic#41967 � A.M. STRUCTURAL ENGINEERING 112 EAST MAPLE STREET RIVER FALLS, WI 54022 May 16, 2007 Mr. Steve Lemke Sharratt Design &Company 464 Second Street Suite 100 Excelsior, MN 55331 Re: Structural Review Maney Residence A.M. Job#06240 Dear Steve, As you requested, I have reviewed the framing for the above referenced project. I am providing you with "red-lined"drawings indicating the minimum structural member sizes to be incorporated into your drawings, and corresponding details. I am also providing you with structural notes. Please call me if you have any questions concerning the above. Sincerely, A.M. Structural Engineering, LLC �__�>��� .. ._.___ G � Steve Rivard, PE Structural Engineer MN. Lic#41967 • STRUCTURAL NOTES MATERIAL STRENGTHS Reinforcing Steel Fy= 60,000 p.s.i. (A615 grade 60) Concrete F'c= Compressive strength in 28 days 3,000 p.s.i. for footings 3,000 p.s.i. for masonry grout 3,500 p.s.i. for interior slabs on grade 4,000 p.s.i. unless noted Masonry fm= 1,750 p.s.i. unless noted DESIGN LIVE LOADS Roofs 50 p.s.f. ground snow load Typical Floors 40 p.s.f. Garage Slab 50 p.s.f. Basic Wind Speed 90 m.p.h. (3 second gust) DESIGN CODES-LATEST EDITIONS International Building Code Minnesota State Building Code American Concrete Institute CRSI Manual of Standard Practice National Design Specifications for Stress-Graded Lumber and its Fastenings National Concrete Masonry Association COORDINATION-ARCHITECTURAL, MECHANICAL AND ELECTRICAL ITEMS Location, dimensions and details of recesses, depressions, openings and equipment supports shall be verified by reference to architectural, mechanical and electrical drawings. EXISTING CONDITIONS Verify all dimensions, elevations, and details of existing structures where they affect this construction. Notify engineer if there are any deviations from the contract documents. Field verify dimensions and elevations prior to fabrication of structural members. TEMPORARY BRACING Provide temporary lateral support for all walls until walls are adequately braced by floor or roof structure. Provide required temporary bracing for structural steel until permanent bracing and walls are in place. OPENINGS Verify size and location of all openings with architectural and mechanical drawings. Openings in floor and roof not shown on structural drawings must be placed between structural members. The contractor shall provide sleeves through concrete slabs,joists and beams for all plumbing. Spread reinforcing as required to provide concrete cover for reinforcing. HELICAL PILES • Helical piles shall be produced by the A.B. Chance Company. The Helical Pile Contractor shall be experienced in performing design and construction of Helical Piles and shall furnish all materials, labor, and supervision to perform the work. The Contractor shall be trained and certified by CHANCE Civil Construction in the proper methods of design and installation of Helical Piles. The Contractor shall provide names of on-site personnel materially involved with the work, including those who carry documented certification from CHANCE Civil Construction. At a minimum, these personnel shall include foreman, machine operator, and project engineer/manager. The Helical Pile Contractor shall not sublet the whole or any part of the contract without the express written permission of the Owner. Install helical piles to ultimate rated capacity of pile. Installation procedures and pile lengths are the responsibility of the Contractor. SLABS ON GRADE All slabs on grade, unless otherwise noted, shall be 4" thick with 6x6-W1.4xW1.4 WWF centered in slab. All stair slabs on grade, unless otherwise noted, shall be 4" thick with 6x6-W1.4xW1.4 WWF centered in slab. REINFORCED CONCRETE BLOCK WALLS See plans for locations of reinforced walls. When one bar is in a single core place in center, unless noted otherwise. When two bars are in a single core, place one near each face. Fill block core at vertical steel with 3,000 p.s.i. grout, rodded or vibrated in place. Do not rod with permanent reinforcing bars. Wall construction shall not exceed heights of 4'-0" before placement of core grout unless cleanout holes are provided at the bottom of each grout lift, then a maximum height of 8'-0" before placement of grout. Vertical steel shall be continuous with a 30 diameter lap in column piers and 40 diameter lap at all other splices unless noted. Provide horizontal joint reinforcing place every 2"d course. No. 9 gage side rods and no. 9 gage cross rods. Hollow unit concrete masonry shall be ASTM C90 grade N. Mortar and grout shall be per ASTM C-270: Type M or S for below grade and exterior masonry, type N for all interior above grade masonry. DIMENSION LUMBER Dimension lumber shall be No. 2 Hem-Fir or equal for joists, beams and headers. Wall studs shall be Stud Grade SPF or equal. Spacing of bridging for joists shall not exceed 8'-0". Wood lintels and headers shall have a full 1'/" length of bearing at each end unless noted otherwise. Double all joists under parallel partitions. All beams and joists not bearing on supporting members shall be framed with "Simpson Strong-Tie"joist hangers or equal. Interior walls to have 2x4 studs at 16" on center. Exterior walls to have 2x6 studs at 16" on center. Wood joists shall bear the full width of supporting members (stud wall, beams, etc.) unless otherwise noted. Wood beams made of 2 or more 2x's shall be bolted together with 3/8" diameter through bolts at 2'-0" on center or equivalent spikes. Sill plates to be bolted to foundation walls with '/" diameter anchor bolts at 2'-8" on center maximum to extend 15" minimum into grouted masonry. Each sill plate to have a minimum of 2 bolts with one bolt located within 12" of each end of each piece. Nailing to be in accordance with Table 2304.9.1 of the I.B.C. LVL WOOD MEMBERS LVL members noted on drawings are laminated veneer lumber as manufactured by the Trus-Joist MacMillan. Equivalent at contractor's option. Sizes shown on plan are actual size. Fb = 2,600 p.s.i., E = 1,900,000 p.s.i. • WOOD ROOF TRUSSES Lumber for wood roof trusses shall be in accordance with the manufacturer's recommendations. Trusses shall be designed for a top chord superimposed load of 45 p.s.f. and a bottom chord load of 10 p.s.f. or as listed on the drawings. Submit certified calculations with shop drawings. Spacing of roof trusses shall not exceed 24"on center. Truss configuration, pitch , overhang, etc. shall be indicated on the architectural drawings. Provide girder trusses, hip jacks, step-down trusses as required and designed to support all superimposed loads. Provide metal framing anchors at truss bearing to mechanically fasten truss to bearing wall or supporting member. Bridging, and bracing of truss compression members, shall be installed in accordance with the truss manufacturer's design and directions. No field modifications will be allowed without the written approval of the truss manufacturer. Truss manufacturer shall provide metal hangers where necessary. WOOD FLOOR TRUSSES Lumber for wood floor trusses shall in accordance with the manufacturer's recommendations. Floor trusses shall be designed to support, in addition to dead loads, the live loads listed above or indicated on the drawings. Floor trusses shall have a minimum live load deflection criteria of L/360. Design trusses for top chord bearing or bottom chord bearing as shown on the drawings or details. No cutting, notching, or modification of floor trusses will be allowed without the manufacturer's written approval. Submit certified calculations with the shop drawings. Provide girder trusses, header beams, etc. as required to frame openings. Install bridging as required by the truss manufacturer. Truss manufacturer shall provide metal hangers where required. CONCRETE COVER ON REINFORCING Footings 3" clear bottom and sides Walls 1'/i'clear outside face, 1"clear inside face Columns and Beams 1'/2"clear to ties or stirrups Joists and Slabs 1"clear, top and bottom Slab on Grade Center reinforcing in slab c v S1D HOOKS E GRADE BEAM DETAILS � � _ � __...__�_. :_�---.._.....__..___-�-........................_....----�..- � � � N � U � � 11VI�N. JL/ID• � " � s� �w �i DWLS 0 48' O.C. 1HUS: 24' _ � 12' CwIU W/ � 0 48' O.C. �� � N C� N 2,� #3 S11RRS 0 8' o.c. °� 2 — � TOP d� BOTT. � �i DWLS 0 48' o.c. � 1HUS: . 2„ � � � CLR �._$» � PIER SEE PLAN B I N T. GARAGE GR. BM . 9CAIE 3 4 = 1 � � �� � � �� '�i '. � �,, � N O 0 • � � � � 10d 0�11�1 �E NNS �iE NNS � �iE NNS � �o � � 1 . � � (2� b�4 �T I� Oal�ll o • (?� � �T 1� OaINN �� � �T I� OaINN (� 2� �T t� 00 BUILT-UP COLUMN F NAILING SCHEDULE � � � _ � � �� �� ZI( OF z � Q J d W e �W O � I � NOlE: SHEARWAI.L I�AY HAVE OPENINGS IN IT. SEE ARCH. FOR OPENINGS � SH EAR WALL ELEV. � � _ � • • �..:...................................:.:.::.....�. NEW 8' CwIU BOND �I. w� �2) �i CONT. i /�/�/� �y�p � � WI\�a JLf1D. � U I � � � i � DWLS 0 32� O.C. ' � � 1HUS: 24 _ � ` � 12' C�IU W/ �i 0 32 O.C. � J i � �� � U i N � 2„ � $��$ o � 0.C. � � Z - �JTOPdCBOn �i DWLS • 32' O.C. � 1HUS: 2„ � � CLR J U 1�_�n S' PIER SEE PLAN A TYP. C� NEW GRADE BM . �� 34 a � �as� �' c�u �asr ��' wx �s' o CONC. GRADE BEAwI CHANCE FOUNDAiION REPAIR BRAq(ET TYP. � NEW PIER/ c EXIST. GRADE BEAM 9CNE 3 4 = 1 . , ,. , NEW 8' CWIU BOND BWI. W� (2) �i t�ONT. . . NEW �i VERT. • 32' O.C. - FASIEN TO DOST. GRADE BEA�I W/ HILlI HY 150 �IAX ADHES�VE W/ 71/2" �IN. p��p pEp�� p��� � DOST 12' W X 16' D IN GRADE BEA�I IS NOT �� �� � CUT EXI ST CM U/EXI ST. GR. � B EAM CON N ECTI ON 9CALE 3 = 1 / � . r Soil Anchor Report Atlas Foundation Co. Job # �C� 3� Start Date: End Date: JAN FEB MAR APR MAY JUN JAN FEB MAR APR MAY JUN JUL��EPT OCT NOV DEC JUL �PT OCT NOV DEC 1 2� 5 6 7 8 9 1011 121314151617 1 � 567891011 121314151617 1819202122232425262728293031 1819202122232425262728293031 Foreman: Brian Jamie Buddy � Benny Charlie Don Tim P. Dustin A�tchors Helices Bases Torque Head Add-ons � 1%z" ❑ 8-10 � 5' ❑ Hand Held (& 4,000 ❑ Slip on's ❑ 13/4" � 8-10-12 ❑ 7' ❑ 6,000 ❑ 9,000 � Weld on's ❑ 2" ❑ 10-12-14 ❑ 15,000 ❑ 18,000 ❑ 2-Bolt Brackets ❑ HD Brackets Special Items ❑ Dywidag Adapters ❑ PULLDOWNST'" ❑ Sleeve & Grout (5') Machine � Excavation (�`� S�ti,� %,bc ❑ JD 250 � NH LS 170 ❑ 590 JD ❑ Layout ❑ JD 7775 ❑ CAT 312 ❑ 555 Backhoe No. of No. of Ext. Ft. Lbs. Finai Cut-off Anchor Helices Final Last 3 ft. Torque (inches) 3' 5' 7' 10' 1 �-tr�w� �3 3� • -<.� ��, 2 �—/U, Te.� � �C.�� �t ON 3 4 5 6 7 8 9 10 11 12 13 14 Q�'� 15 16 17 18 x X 19 20 / �C OFORONO CALLEDIN �� E" ' ���', I INSPECTION NO SCHEDULED L O�IZ� I� PERMIT NO. � COMPLETED ADDRESS c�� 'v �� �� �� OWNER CONTR. � TELEPHONE NO. Z � �J � � DESCRIPTION � ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT � ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP i ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO ti COM S: 4�i .— r, t. a � � � O � � � O _� � , „l �-r� W � Q � � � � '�� W � � d W� ❑/W�ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W �1 CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY �r�CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN iNSPECTOR WlLL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advanc:e. (952) 249-4600 OwnerlConV s e: Inspector. White Copy/lnspector's File Canary Copy/Site Notice �� //�p �� DATE TIME / CITY OF ORONO �f VZJ� " cA��ED IN �b- INSPECTION NO C SCHEDULED /o-�-a7 //,'oa PERMIT NO. COMPLETED ADDRESS �dQS ��� `y�Q �� OWNER CONTR. �� «�' �'�7'« TELEPHONE NO. ��a �O g 73� � DESCRIPTION �r lL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 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 � 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. � Z� � (���°� 0 �. � 0 � W � Q ti Z W � W � j d W WORKSATISFACTORY:PROCEED C� PROJECTCOMPLETE � ❑ ORRECT WORK&PROCEED ^ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT �CORRECTUNSAFECONDITIONWITHIN HOURS. C PHOTOTAKEN INSPECTOR WlLL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR C INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. �95Z� 249-46�0 OwnerlContra ar on s' e: Inspector. � White Copyllnspector's File ��, Canary CopylSite Notice 4 � +. � ',`� DATE TIME v TY OF ORONO �� CALLED IN � '2"Q� �O= INSPECTION � SCHEDULED � �O � PERMIT NO. COMPLETED ADDRESS 'v� � OWNER CONTR. TELEPHONE N0. L���� �`�� I � DESCRIPTION � 01 FOOTING 11 MECHA A 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 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 i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: W �S C 1L- a 0;�/ lrcx��-����' s C1 1� �v , V�' �' �I � � Q � Z W � W � � W�GVORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTIOM1I TEMPORARY V BEFORECWERING PERMANENT O CORRECTUNSAFECONDITIONWITHIN HOURS. �pHOTOTAKEN INSPECTOR W{LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ I►VSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call tor the next inspection 24 hours in advance. (952) 249-4600 OwnedContractor on site: �- Inspector. l� !�/��J White Copyllnspector's File Canary CopylSite Notice �'� .c%� DATE TIME � CITY OF ORONO CALLED IN INSPECTION TIC SCHEDULED �- �� ���-�- PERMIT NO. (� ��3 COMPLETED ADDRESS l�l/� , �/!��- �� �� ' OWNER CONTR. Q't-- TELEPHONE NO. � - - 3�� �l� �30�` � DESCRIPTION , ��� � ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE � TREE REMOVAL Z ❑ WAL D. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q FINAL ❑ SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT � ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP _ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COM NTS: W � � a � � � . J - � 1 �—�✓��S �� � - l � � 0 � W °� oZ P�f�� �' �� Q � z W � W � �� `/ W�WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ' W ❑CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY p 0 ❑CORRECT WORK,CALL FOR REINSPECTION �TEMPORARY /-2�-U 0 V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. �J pHOTO TAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the n xt inspection 24 hours in advance. (J52� 249-46�� Owner/Con o ite: Inspector. - White Copy/inspector's ile Canary CopylSite Notice �—� DATE TIME � CITY OF ORONO CALLED IN �S O� INSPECTION N TICE SCHEDULED / !: U'D �il� PERMIT NO. D� COMPLETED ' ADDRESS DS G��2 OWNER CONTR. � r TELEPHONE N0. ��'�- -�So�-�7�-3�0 � DESCRIPTION i� � `�C- � ❑ FOOTING ❑ MECHAN AL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION p WOOD BURNER/FIREPLACE ❑ TREE REMOVAI Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION �'F�fTAL ❑ SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE O SEPTIC MAINT. ❑ COMPLAINT � ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP _ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: � W C � J O � � O � ti � Q � 2 W � W � � � d W� ❑WORK SATISFACTORY:PROCEED �PR �T COMPLETE W ❑CORRECT WORK&PROCEED SB'I SUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION ��ANENT �*���� V BEFORECOVERING ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN �STOP OHDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTIONREQUIRED.CALLTOARRANGEACCESS. 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