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Home My WebLink About2008-00292 - new structure � � CITY OF ORONO PERMIT NO.: 2oos-oo292 2750 KELLEY PARKWAY ORONO,MN 55356- DATE IssuEn: 10/30/2008 952 249-4600 FAX: 952 249-4616 ADDRESS : 3546 IVY PL PIN : 20-117-23-42-0018 LEGAL DESC : TAYLORS SUBD OF SPRING PARK LO : LOT 000 BLOCK 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 888,108.00 NOTE: SEPERATE PERMITS REQUIRED:PLUMBING, MECHANICAL, FIREPLACE(MASONRY),WATER CONNECTION,SEWER CONNECTION,LAWN IRRIGATION, ELECTRICAL(STATE PERMIT) APPLICANT pERMIT FEE SCHEDULE 5,401.75 CHARLES CUDD LLC PLAN REVIEW 3,511.14 275 MARKET ST-SUITE 445 MINNEAPOLIS,MN 55405- STATE SURCHARGE(VALUATION) 444.05 �� S.A.C. 0.00 Minnesota State License#:BC20135474 TOTAL 9,356.94 OWNER DRAZAN,MICHAEL&MARY 3546 IVY PL WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be perfortned according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null 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 aze requested in conformance with the State Building Code.This permit may be revoked at an time r du _�� ' i o �3 v � og -e /!�� Applicant Perm' ee Sign r Date Is e By Signature Date SE ARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. r ' O ��(�1l � 3zi�y° 1/1/ � Y Total Fee: $ , Date Received: /�-/O-D� Entered By: /1iL Q',C Permit#: �'O[�8'� DOo2 9� 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 OR CONTRACTOR JOB SITE ADDRESS: .3.5'�,� t'' ZIP: �S�� I Will this be a Parade of Homes,Remodelers Showcase Home or other Display Home? ❑ Yes � NO If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates su�cient on-site parking is available. Non permitted events will not be allowed. NAME OF OWNER: �1C.;�A�L, � I`�p�-R,�[ 17R�Zq�-rJ PHONE: (home) (d L-7/D•9GY� (work) MAILING ADDRESS: ��((� �v�/ P�-/�u� CITY: 02�n�.o ZIP: ��39 � CONTRACTOR: �:pt.�,�� C��pp �--L-C- PHONE: t�/L-3.5�j- /7a�1 CONTACT PERSON: �,,,� �n�,,��F� MOBILE/PAGER: ��L -490 �,+SGS MAILING ADDRESS: i.Sa. z�+� /h, I�l- CI�: PivM oc.in-I Z � "b5�/�7 STATE LICENSE: # ,Zo 13sy�� EXPIRATION DATE: � o ARCHITECT/ENGINEER: PHONE: MAILING ADDRESS: CITY: ZIP: NAME: REGISTRATION: # TYPE OF WORK: New Home _� Addition Accessory Structure Move Home RemodeUAlteration(i.e.:Siding,Windows) ''�''`.��721'G'L(t'��2 t11t)L'C'IP7G'f1f tPlLl�'1"£'l�tdli°d?1�C�u'TD RL'L'lC'/1�' C7)2€1��£'Yt?TIl t PROPOSED WORK(describe in detai�: 1��.,,v R��;.fl�,�t'n� Cv,.��,uc�-wr.l. STORIES: i `/Z SQ.FEET OF EACH FLOOR: �-L�z�Zy M�= z�►� l.t L=g.iy NO. OF BEDROOMS: 3 GARAGE STALLS: ATTACHED � DETACHED — ESTIMATED CONSTRUCTION VALUATION(excluding land): $g��l� , �� I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code;that I understand this is not a permit and work is not to start without a permit;and that the work will be in accordance with the approved plan. � APPLICANT'S SIGNATURE: -�- DATE: o � �8 , � Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subd.1. Type of data. The righu of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2. Information required to be given individual. An individual asked to supply private or confidential data concerning 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 data;(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.T'his requirement shall not apply when an individual is asked to supply investigative data,pursuant to section 13.82,subdivision 5,to a law enforcement officer. The commissioner of revenue may olace the notice required under this subdivision in the individual income tax or prqperty tax refund instructions mstead of on those forms. Subd.3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subject of stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any chazge 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 thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority may require the requesting person to pay the actual costs of making,certifying,and compiling the copies. The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of the date ofthe request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with the request within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays, Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete.An individual may wntest the accuracy or completeness of public or private data wnceming himself. To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the disagreemenk The responsible authority shall within 30 days either: (a)cortect the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,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 disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to contested cases. DATA PRNACY 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 permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data,but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve,some information may become public. 5. You have certain rights under M.S. 13.04(available upon request)to review private data on yoursel£ 6. Your full name is required to process this application or permit. C�� C�� .t� First Middle Last �J`�(�c�(7 ,�� f�tt/F� �. Address 1��--�/M c�tnT�—( �n( • 55�{�� 6/2-359- !7c�� C�tY State Zip Phone I understand my rights as s t bove. ' o� o�z/N - Signature 32 � Total Fee: $ Date Received: Entered By: Permit#: 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 OR CONTRACTOR JOB SITE ADDRESS: ZIP: Will this be a Parade of Homes,Remodelers Showcase Home or other Display Home? ❑ Yes ❑ No If yes, a special event permit is required with Police Department and City Council 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. NAME OF OWNER: PHONE: (home) (work) MAILING ADDRESS: CITY: ZIP: CONTRACTOR: PHONE: CONTACT PERSON: MOBILE/PAGER: MAILING ADDRESS: CITY: ZIP: STATE LICENSE: # EXPIRATION DATE: ARCHITECT/ENGINEER: PHONE: MAILING ADDRESS: CITY: ZIP: 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(describe in detain: STORIES: SQ.FEET OF EACH FLOOR: NO. OF BEDROOMS: GARAGE STALLS: ATTACHED DETACHED 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 conformance with the ordinances and codes of the City and with the State Building Code;that I understand this is not a permit and work is not to start without a permit;and that the work will be in accordance with the approved plan. APPLICANT'S SIGNATURE: DATE: 31 CHECg OFFLIST FOR ISSUANCE OFPERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: - � PID: DESCRIPTIONOFWORS.•�QtiV �j-/}vn,� ZOMNG REVIEW BY.• DATEAPPROVED: � C� BUILDINGREi�IEWBY.• DATEAPPROVED: t o•z 43-0� FEES TO BE CHARGED: Mzsc. Fees Calculated By: PERMIT Yes .� No P��E� YeS � N� SEWER CONNECTION STATE SURCHARGE Yes �/ No WATER CONNECTION INVESTIGATION FEE Yes No� PARK FEE �C Yes No SITEINSPECTION IVumber of SAC Units , �"'�'2,�3.0 OTHER p fy) �-��- �g 6� (s eci A'r"rW c,�r.e�,{ : ZONING CHECg LIST Zoning District: � Fire Department: Post O�ce: School 13istrict. LotArea: Sq.ft. �� Acres �� 5 � �) - ��r W'�th l V U / Depth `" Z� Survey Submitted.• Yes� No Date of Survey; Proposed Set . � - Fr � /-- Right Side: ��/ Re (Street): �� .,.. Left Side: � _ Adjacent Structures: Wetland.• /�� . _. Building Height: Def.Hgt. Pe�H�.�� Lot Coverage: � -.� G�D Grading: Sta,fJ"Approval Date: By: Council Approval Date: / Z Z Q� � Septac: Sta,fJ"ApprovalDate: By. �G Zoning File;= #�� ?j7S Resolution: # � z?/(U� ______ Resolution Date: � Shoreland District: �T� �Q� 2$!� Avg.Setbacl�• MCW Permit: u � . Bluff Setback.• Lot Caverage: Existing Pro osed v �� Hardcover: 0-75' p 7S-Z50' -�'�� u 250-500' 500-1000' � Hardcover Trariance Required.• Yes No � Date of Council Approval: � Z�0� REMARKS(in house): 33 �E �(.LIW?I�Td KO Q�ZLOt1l�S O.L�SJI�TT��X :�fg atnQ :lnaoadd�ssao��r �xa� Su�snxg :ssa�ay ��.L b'Q �S'X�LLO d S�1�Ir1I2l �l�sno�na�s�x�r��u - 1�� ,_. (tturaad a�jn�r.rla��a� �u�113�/Su:pn.�� jnu�,�� . - ��tu�.�ad amlSl 1faM ��.�1� P.�aoff 11DM./� _ ��l�O (rGuosnl�� u�!ml�l./' uo�S:.ul un�n a�nt a.rt�j, Suium.�,�� uo:�oauuo��ra�� :;das 8uuoo�� uo:��auuo�.raTn� tn�:cmct�ay�� - �nnowa�aano�p.m�J aar� Sutqwnld�J— a#tS :s7Tw.rad aJvlvdas�ur�rnbag�/ro� :pa��nbay suor�adsril �O 'S p 1 aa$ � :am�an u�nrJsuv�Patrnu?7s� - 7I�.LO.L = x = x a8a.ro� = x looy�{puZ _ x 1ooy��sr . . = x �rrau�asng 8#,�bs.rad$ aSv�oo�bs �./� �3d�Z..L NOLLJIl?LLSN0,7 ��84 .�sz7 g��x�Ma��x�nuQ�ng � . . 4 � , . , �� Q � �D��'�� Job Site Address: 3 S�� G+�� PLACE YOUR CITY LOGO HERE � Provided for your use-courtesy of the "CATEGORY 1" ALTERNATE FOR �`'Y°�'n,"er�r°�e H�;�'„s ONE & TWO FAMILY DWELLINGS � 65�-4��so � I\STRUCTIONS: This alternative may be used for oue- and t��o-family dwellings built to meet the Category l requirements of ,19innesota Rules,Chapter 7670. Complete Parts A, B, and C. Clearly mark plans�e�ith: insulation R-values; window and skylight U- ��alues; size and type of equipment; equipment cont,�ols; and l�,cation ef vapor retarder znd �vindwash barriers. ;�1orz deia;leu infoi�nation can be found in the A9irmesota Ene��7�Cor1e summary sheets available from the Minnesota Department of Commerce. Part A. BUILDING EN�ELQPE Check proposed envelope joint sealing option -� p Prescriptive(caulkine,gaskets,etc.) ❑ Perfonnance(tesi per 7670.0470 subp.7.C.) Check thern�al energy calculation option used � ❑ "Cookbook" (complete worksheet belowl �TvTnC'hPrk,,,�f1,��1(:,r,��t;rP.,,.,,� .,,,,.., 0 Perfom�ance (attach U-value calculations) ❑ Systems Analysis metl�od(attac6 analysis) ��C'ookbook�� W�]-ksheet n�IN11�fUM REQUIREMENTS (for"Cookbook"o tion only) ❑ Ceiling Insulation: Minimum R-38 witl�7'/�"energy heel; or In�srRUCTioNs Minimum R-44 with low truss heel; or Step 1. Check item(s)that design meets on Minimwn Requiremei�ls list Minimum R-38 with R-5 sheathin when no attic. to the right.Must meet all items to use"Cookbook"option. ❑ Ent Doors: Max.U-value of 0.30 or 1'/<"solid wood with stom� Step 2. Indicate proposed wall type on table below. 0 Rim Joisi Insulation: Minimum R-19 Step 3. Indicate Window U-value and source. ❑ Fioors over unconditioned s aces: Minimum R-24 Step 4. Verify total window(including area of all foundation windows) ❑ Foundation Insulation: Minimum R-]0 and door area is equal or less than allowable percentage. O Foundation windows: 'h"insulated lass,wood or vin 1 frame TABLE FOR DETERA']1NING n1AXIA'fUR1 WINDOW AND DOOR AREA Maximum Allowable Total Window and Door Area as aPercenta eofEx osedWall ]2"/0 14% 16% l8% 20% 22% 24% 26% 28% Wall T e (Standard Framin ): Maximum Avera e Window U-value(exce t foundation windows): D 2x4,R-13 insulation, R-7 sheathing 0.55 0.47 0.41 036 033 0.30 0.27 0.25 0.23 ❑ 2x4,R-15 insulation, R-5 sheathing 0.52 0.45 039 0.35 0.31 0.28 0.26 0.24 0.22 ❑ 2x6,R-19 insulation,<R-5 sheathinQ 0.48 0.41 0.36 032 0.29 0.26 0.24 0.22 0.21 ❑ 2x6,R-19 insulation, R-5 sheathing 0.56 0.48 0.42 0.37 034 0.31 0.28 0.26 0.24 ❑ 2x6,R-21 insulation,<R-5 sheathin 0.51 0.43 038 0.34 0.30 0.28 0.25 0.23 0.22 ❑ 2x6,R-21 insulation, R-5 sheathing 0.58 0.50 0.44 0.39 0.35 0.32 0.29 0.27 0.25 Wall T e (Advanced Framin ): Maximum Avera e Window U-value(exce t foundation windows): ❑ 2x6,R-19 insulation,<R-5 sheathin 0.52 0.45 039 0.35 0.31 0.28 0.26 0.24 0.22 ❑ 2x6,R-19 insulation, R-5 sheathing 0.58 0.50 0.44 0.39 0.35 0.32 0.29 0.27 0.25 ❑ 2x6,R-21 insulation,<R-5 sheathin 0.55 0.47 0.41 036 0.33 0.30 0.27 0.25 0.23 O 2x6,R-21 insulation, R-5 sheathing 0.60 0.52 0.46 0.41 036 0.33 0.30 0.28 0.26 __._. .,-. ._. _ , ._ _.__ --- ___.__... ___. . ___� Window U-value I � � Source: � O_NFRC ❑ ASHRAE ]993 Handbook ( _� _.,___. , _ �....__ ____......�._._._.._.__ � , __.� �__._ v .-_ _ = I ' ___.._.�o.....1 � � "�o..� n � I __ __ .. _ _._.... - --..... � ^ window&door area gross exposed wall area DESIGN ALLOWABLE (from table above) MINNESOTA ENERGY CODE - WHICH RULES IVIAY l USE ? TYPE OF RESIDENTIAL BUILDING APPLICABLE RULES Detached R-3 occupancy 1-and 2-family dwellings Chapter 7672; or Examples: sin le famil ,twin homes,duplexes Chapter 7670"Cate o 1" with statutory depressurization and��entilation requirements Attached R-3 occupancy dwellings Chapter 7674; or Exam ]es: tri lex townhouses and row houses Cha ter 7670 with either"Cate o ]" or "Cate o �2" rovisions R-1 occupanc,y buildin�s of 3 stories or less Chapter 7674; or Exam ]es: condominiums or a artments Cha ter 7670 with either"Cate o 1" or "Cate o 2" rovisions R-1 occupancy buildings o��er 3 stories high Chapter 7676 Examples: high rise condos or apartments ,,.,,,,, a- Part B. DEPRESSURIZATION PROTECTION Check option used: ❑ Fuel bumin� equipment (completc schedules be]ow) ❑ No fuel burning equipment InsTaucTions EXHAUST/i�9AKE-UP AIR SCHEDULE* Step 1. Con�plete the Combirs�io�r Eq:�ipmerll Sd�eclule below. Only cquipment Exhaust devices over 300 cfin Flow with a Y(Yes)may be selected under the"Cateeory 1"alternate. ��r�G� bo (�o O cfin Step 2. Complete Ex/�nirst/Muke-u�Air Sc•Irecltrle on the right if direct or po��er cfiii vented or solid fuel atmospheric vent space heating equipment is cfin selecte.d. COA9BUSTION EQUIP119ENT SCHEDULE (cl�eck all t cs ro osed) Spacc heating-nonsolid fuel ,�(Sealed combustion Y HeaiZh - nonsolid fue] Sealed combustion Y ❑ Direct or power vented ❑ Direct or power vented Y Y* Atmos herically vented N Atmos hericall vented N Water heating-nonsolid fuel ❑ Sealed combustion Y Space heating-solid fuel ❑ Aimn.crilierir2ljy vPnfP.i Y* � Direct or power vented Y Water heating-solid fuel ❑ Atmos hericall vented Y Atmos hericall vented N Hearth-solid fuel ❑ Atmos hei-icall vented Y * If atmospherically vented solid fuel or direct or power vented nonsolid fuel space heating is installed, then make-up air to match flow is required for each individual exhaust device which exceeds 300 cubic feet per minute. Part C�. VENTILATION VEN'I'ILAT'ION QU,41VTjTY (Mechanical ventilation must be provided per the larger quantity calculated below) _.. _ . _. r ._., � __..�__I ,_,�-3�j�_� __ cuF�ic feet x 0.00533/minute = ��1� ; cfm ( __�__j x l5 cfm/bedroo►n)+ 15 cfm= ; �];� cfm _ ___._ __. volume of habitable rooms number of bedrooms VENTILATION FAN SCHEDULE __ ____.__� __ _... _..___ ._� _— _ _ __ _ _— Check method(s)proposed � ,�❑ Exhaust only� �_�Q Balanced (heat recovery ventilator,air exchanger,etc ) ; ---_ .__. ____ Fan descri tion or location -� �� c,,� gp-�l S TOTALS VFNTiLATION Intake cfm cfm cfin cfm cfm AS DESIGNED Exhaust (oc90 cfrn 2p cfm cfm cfm o cfm Statement of Compliance: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of th Mi ta Energy Code. / � ' ��c� /�l. l-f'olzlnlC� r �' od �i L-3.>�j- 170�-� Applicant(print name) Signature Dat Telephone number �� Part C2. VENTILATION (Submit Part Cz upon completion of system verification�-) a, ��------------------------------ ------------------------- .lob Site Address: Permit Nwnber Fan descri tion or location TOTALS MEASURED lntake cfm cfm cfm cfm cfm PERFORMANCEt Exhaust cfm cfm cfm cfm cfm t Ventilation rate miist be mcasured and verified when the perfonnance option is used in lieu of the prescriptive option for the sealing of joints in the buildine conditioned envelope(from Part A). Cumpiience Siaiemeni: instaiied ventiiation system is in compliance with MN Energy Code and is sized to provide the design air flow. °pplica;t(pr��t nu,;,cj Sigiiaiure Date 7'elephone number , � �4_ .`.,� � ' � >`1 F,�;: n � � 7 � i ,,�� r�." .�:�.d.�s i REScheck Software Version 4.2.0 Compliance Certificate Project Title: 9398 - Drazan Energy Code: 2000 Minnesota Energy Code Location: Hennepin County, Minnesota Construction Type: Single Family Glazing Area Percentage: 19% Climate Zone: 2 Construction Site: Owner/Agent: Designer/Contractor: 3546 Ivy Place Todd Holzinger Orono,MN 55391 Charles Cudd Company LLC 15050 23rd Ave.N. Plymouth,MN 55447 612-359-1704 tholzinger@charlescudd.com F9�'� y� �f�;��.?� ', e��'�� %��. . ��'�6s' .se„3N„uHf.,i2-� k,im�„y,y «k,i,,,,,,.�;,,.s,.,.ti...�akdsrr�,.,,./��G' ,81,��,N�� .'G.�,�,Jfia��%`��t' _ . ��e,c,.,Z�FA;� . . Compliance:3.3%Better Than Code Maximum UA:882 Your UA:853 ro; • • � a s ! e a t Attic: Raised or Energy Truss 2711 44.0 0.0 60 Upper Level Walls:Wood Frame, 16"o.c. 1481 19.0 0.0 SO Upper Level Windows:Above-Grade:Above Grade,Wood Frame, 129 0.330 43 Double Pane with Low-E Upper Level Bays:All-Wood JoisUTruss,Over Outside Air 401 38.0 7.5 9 Upper Level Rim:Wood Frame, 16"o.c. 318 0.0 9.4 35 Main Level Framed Walls:Wood Frame, 16"o.c. 2341 19.0 0.0 99 Main Level Windows:Above-Grade:Above Grade,Wood Frame, 585 0.330 193 Double Pane with Low-E Main Level Doors:Solid 24 0.070 2 Main Level Doors:Glass 62 0.330 20 Main Level Bays:All-Wood JoisUTruss,Over Outside Air 204 38.0 7.5 4 Main Level Rim:Wood Frame, 16"o.c. 292 0.0 9.4 32 Lower Level Framed Walls:Wood Frame, 16"o.c. 931 19.0 0.0 39 Lower Level Windows:Above-Grade:Above Grade,Wood Frame, 231 0.330 76 Double Pane with Low-E Lower Level Doors:Solid 40 0.070 3 Full Height Foundation:Solid Concrete or Masonry 1349 0.0 5.0 104 Wall height:9.7' Depth below grade:9.2' Insulation depth:9.7' Garden Walls:Solid Concrete or Masonry 416 0.0 5.0 49 Wall height:3.2' Depth below grade:2.7' Insulation depth:3.2' Walk-out Foundation:Slab-On-Grade:Unheated 7 5.0 5 Insulation depth:4.0' 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 4.2.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: 9398 - Drazan Report date: 10/09/08 Data filename: F:\Drafting\Signature Developments\Off site\93xx-Drazan\Heat Loss Calcs\Drazan-Rescheck.rck Page 1 of 2 /` �� lo�� M� �o�� -��z � � � �� 08 Name-Title �Signature Date _ �_.__ �. . � ��. �_.�..�,,...b�.�__ . Project Title: 9398 -Drazan Report date: 10/09/08 Data filename: F:\Drafting\Signature Developments\Off site\93xx-Drazan\Heat Loss Calcs\Drazan-Rescheck.rck Page 2 of 2 ! Page L of l' BR A� N cEnt.dson Q/a7' l NTE RTEC Daily Soil Observation Notes Project No.: ��''D�— D`7�8 S b Date: /a /2 �/p� Report No.: ,._..,�_ Project Name:�QaPoS�,O��JGGE��i�� S��B��-Project Location: �5'�6 2(/� ��4-c.�� Client: CI�.¢2�c[, cu 4a Temp/Weather: �o ��uN�� Project Manager. ��?��-s�2.o�vl Time Arrived: �%yo �M Departed: �'-S"'p . s . Areas Observed: O Suilding Pad C�House Pad O Roadway O Pkng/walks O Footing Q Proof Rol! D Other (describe) Soil report available? D Yes (� No ReporF reviewed? O Yes C�' No Report prepared by: -- �'`oPy Benchmark: --- Benchmark elevation: -- Benchmark provided by: ---- Finish floor elevation: ��5 ,r .r Bottom of footing elevation: -- Botfom of excavation elevation: Approved plans available? �Jo Specified compaction: cts Si� Fill source: p�_5 i^E �t5 Pr�pas� Oversizing appears adequate? ❑NA [.�Yes Q No Soils observed agree with Soils report? �J q O Yes D No Soils appear adequate for design loads? �} Yes � No Proposed project bearing capacity{psfl: (� ,3 00� s Contractor notified of results? � Yes p No Name of person notified: J�E�} Was a copy of this reporfi lefi on site? Yes � No If so, whom was it submitted to? K�'�} � ' ! � J M� � x sT� � �s . T' � ' . A� � , �c � e Notes/Comments: Ja �� Q Q� nS: -�-5 6 �' o� u G �1 1 ! S� Q.5 �1 110. 1 J � ✓ e ll� � /� J ir e V �F' �a �¢ 2., Vg/ �+ u� cs tWt C S ✓ +'} .s,' A .S M � J� cf� � S ar e. /"e ' a� Wrife battom elevations, date excavated,oversizing and type of bottom soils on sketch /�p�rok. �nf�Ft- � ��ne.er '�I �;! nec a re�- o ,�sc� �r.p 4C�b., -t�s .r . �� Co(JLG�� a 9:l a �r Pr < < •i�es�-� � Performed By: '~---___ Reviewed By: Date: `� �� This is a preliminary report and ' provided solely as evidence that field observations and/or testing was perFormed. Observations and/or con usioru and/or recommendalions conveyed i the final report moy vcryfrom,ond shall take precedence over,those indicoted in a prefiminory report. - ' Providing engineering and environmental solutions since 1957 Page of BRA�1 H �»,t-�4�o� I NTE RTEC Daiiy Field Notes Project No.: �L-OB'- O'-f8°!fs Date: [o�z°I/v8 Report No.: Project Name: St 7[C �w�i SN Petldanct. Project Location: �rono. I�1 N Client: Unb�lef l.ud� Temp/Weother: S��F Sv�r►�_ Project Monager: P��T E�S��o m Tirr�e Arrived: Departed: . • . �] Compaction Testing O Concrefe Testing O Cylinder Pickup O Proctor Pickup O Mosonry Pickup O DCP O Othe�{describe) . - . Areas Tested: O Mass Grading (Aj Building Pad O Wall Backfill O Slab Subgrade D Parking/Walks O Utilities � Roadways O Bituminous O Other(describej Method: Nuclear O Sandcone #of tests: Z Fill Source: � On-site O Imported Tests taken met specification� � Yes O No ❑ Waiting on Proctor results? Contrador notified of test results$ � Yes O No Name of person notified: . . . Areas Tested: O Footing . O Slab on Grade O Deck O Columns/Piers O Walls O Pile Cap/Pile Fill O Pwement O Curb&Gutter O Other(describe} No. of placements: Yards per placement: Method of placemenf: Set# Cylinder Size Air 96 Slump Temp Mix Supplier Spec. Strength Workorder# r,.' Contractor nofified of test results� Q Yes D No, Name of person notified: • . . . Was everything rnailable to test/observe$ (�) Yes O No Were there ony delays�(Explain below if yes) O Yes � Ido Was a copy of this report left on site� O Yes � No If so,whom was it submitted to: Comments: '(,p �� .=e+� s}f ert cne an e �t rs t �l S' O n e Kor� S t1t �nt u� ann ac� . -! o #-ts�S ett k�� -f(�e � C.onn �� s ecs. Performed By: �r; k �o �n s e,� �e�e�d br� �� 1 o Z 7his is a preliminory report and is provided solety os evidence that field observa►ions ond/or testing was perFormed. Observations and/or coaclusions ond/or recommendaiions conveyed in the final report may vory from,and sholl toike procedence,over fhose indicated in o preliminary report. Providing engineering and environmeruaI solucioru since I957 Page of BR A U N �mt-dfn 4/07 I NTE RTEC Daily Field Notes Projecs No.: ��-OfS� o�l8'gfe Date: !p I3o/o g' Report No.: ProjectName: S�ny�e Carh;t rtStdencC ProjectLocation: drono� Mt�1 Client: Glna r le s L�a� Temp/Weather: �5"� S�n n-� Proiect Manager: QCfc� ��S�reM Tme Arrived: Departed: - . (� Compaction Testing O Concrete Testing O Cylinder Pickup O Proctor Pickup O Masonry Pickup O DCP ❑ Other(describe) r - Areqs Tested: O Mass Grading (�1 Building Pad O Wa(l BackfilE O Slab Subgrade O Parking/Walks O Utilities O Roadways O Bituminous O Other{describe} Method: t�luclear O Sandcone #of tests: Z �ill Source: � On-site � Imported Tests taken met specification? �Yes ❑ No O Waiting on Prottor resulfs? Contractor noiified o#test results? Yes � �[o Name of person notified: . Areas Tested: O Footing C� Slab on Grade O Deck � Columns/Piers O Walfs O Pile Cap/Pile Fill O Pavement Q Curb& GutFer O Other(describej No. of placements: Yards per placement: Method of placement: Set# Cylinder Size Air% Sfump Temp Mix Supplier Spec. Sfiength Workorder�# Contractor notified of test results? � Yes Q No, Name of person notified: s � � _ Was everything availpble to test/observe? Yes ❑ No Were there any delays� (Explain below if yes} O Yes (�} No Was a copy of this report!eft on site? O Yes � No !f so,whom was it submitted to: Comments: L o c,�., ,� �e �1 e�e �4 e... a�' ��. �1 �� (•�k � �o a��n �a�e e �es�5 w� � �}'�e re ;rt �o «�ro�. Performed 8y: �r i k �latinso� Reviewed by: Date: l0�30 This is a preliminary report and is provided soleiy as evidence thot ield observot;ons and/or testing was performed. Observations and/or conclusions and/or recommendotions conveyed in the final reporl may vary from,and shall take precedence,over those indicated in a preliminory report. Providing engineering and enoironmenta[soiucions since 1957 ;. ,. °.. �; ' `' Field Compaction Tests Clienh Project: � � �'��" ��D�',�* {• '� Test Method:ASTM D 6938 Charles Cudd,LLC AL-08-04896 �:.:..:.::.::............:.:........ :... ��:'1;;;�'.FC�`;1:`:�:L 15054 23rd Ave N Single Family Residence Report Date: 10l31/08 Plymouth,MN 55447 3546 Ivy Place Orono,MN General Proctor Data Field Test Data Specificalions/Results �P�mun► Maximum Relative Min.Spec. ltetest Test Soil Moisture Density In Place In Place Dry Probe Depth Compactioa Compactian Test ID Of Date Soil ID ClaSsification (%) fl Moisture% Densi (pc� (in) (%) t�� Comments(see key) 1 10/29/08 P-01 CL2 15.7 108.5 15.7 104.1 12 96 95 q 2 10/29/O8 P-D I CL2 15.7 ]08.5 15.1 107.4 12 99 95 A 3 10/30/08 P-Oi CL2 15.7 108.5 I5.5 I06.5 12 98 45 A 4 IO/30/08 P-01 CL2 15.7 108.5 15.2 lOG.6 12 48 95 A ID Test Loeation Elevation Referencc Cauge SN Field Tcchnician 1 Sttuctural Fill:Building Pad,5'S,20'E of NW Building Corner 943 1/2 37557 Johnson,Erik C 2 Structural Fill:Building Pad,15'S, 15'W ofNE Building Comer 943 1/2 37557 Jahnson,Erik C 3 Structural Fill:Building Pad,20'S,25'W of NE Building Comer 945 37557 Johnson,Erik C 4 Structural Fill:Building Pad,5'S,40'W ofNE Building Corner 945 37557 Johnson,En7c C Key: A=Test results comply wit[�specifications B=Test results do not compEy with specifications C=Test results comply with air-vaids specifications Eistrom,Perry I a rave the document Oct 31 2008 'Tests are"Direct Transmission°(Method A)unless probe depth noted as"BS" P� Ver 3.0 Cor�fidential and Propietary Page'S of 1 �"0 x 10" LONG ANCHOR WOOD FRAMNIG BOLTS Ca� 72"O.C. BY OTHERS (7"MIN. EMBED) 8"PRECAST PLANK w/4"MAX. STONE/BRICK AVG.CONCRETE TOPPING BY OTHERS ; (MAX.SPAN=25'-6"OUT-TO-OUl) DRIVEWAY . ,. MEMBRANE BY OTHERS BEYOND — � t . .: #4 HORIZONTAL BAR @ TOP OF WALL SLOPE GRADE AWAY FROM - -� °a° 4"MIN. BEARING FOUNDATION . �-: � �� 6"MIN.WIDE x 20"MAX. �.�� . e : #4 x 1'-4"DOWELS 24"O.C. DEEP CONCRETE � DRILLED IN AND GROUTED STEMWALL(8"MIN. , �:�,��. SOLID BY PRECASTER ALL WALLS TALL AT GARAGE '�. �a � � DOORS) .;r, .. .. .. OPTIONAL 4" .: ',.°` . �2"MIN.C.I.P.CONCRETE STONE/BRICK . '� FOUNDATION WALL : '..� LEDGE �' . % � 2" � ' d �'a #4 x 3'-0"DOWELS • ��° 0° Qa 36"O.C. '•. '. ..p VERTICAL REINFORCEMENT � ' � . ' #5 BARS @ 18"O.C.OR #4 HORIZONTAL BARS a "'� �� ' #6 BARS @ 24"O.C. �24"O.C. :.� ; .�� . ' � #4 x 2'-0"DOWELS PRECAST BEARING �d. . �°' �72"O.C. 30"WIDE x 10"DEEP � �� ' (5"MIN.EMBED) CONCRETE STRIP , � �; �'' FOOTING �d� � " SLAB-ON-GRADE PRECAST NON-BEARING ,�•. � ` 20"WIDE x 10" DEEP � �''"" CONCRETE STRIP °,Q ' .: �• . . • � . FOOTING�NON-BRG . '. . � . . � WALLS . .. ., .� .,'�' °.. : .�� . . . .�. LOWER FOOTING AS REQ'D FOR ADEQUATE FROST PROTECTION � WALL SECTION S3 @ PRECAST BEARING AND NON-BEARING Rev Date WALL SECTIONS i n�y��y n,a�mis pie�,speciflcation or report was prepered by me w under my direct supervisbn and that I am a duty L�ensed Drazan Residence Professional Er�gineer under the Isws uf the State of Minnesota 3546 Ivy PlBce Date: Number: 41 41 Orono,MN � � signed: Charles Cudd Company Princ niame: ,lason S.Hanlon �o,E�� 15050 23rd Avenue North Sulte 308 Designed By: Plymouth,MN 55447 Project Number: 08.00360 �u��»�i+�� Drawing Date: 11/04/08 Fax783-577-1168 Jason Schik Sheet: 3 of 4 3 �.�a� OO COPYRIGHT ULTEIG ENGINEERS INC.2008 #4 BARS @ 18"O.C. 12"THICK C.I.P.CONCRETE IN TRANSVERSE STRUCTURAL SLAB DIRECTION a � ` . n _ . . °:a. #5 HORIZONTAL BARS @ 18"O.C. CENTERED IN SLAB IN SPAN DIRECTION � SECTION S4 �STRUCTURAL SLAB MAX.SPAN=8'-0" � a . ,� i� a Z ,� � (3)#5 HORIZONTAL o ° BARS N (NO STIRRUPS REQ'D) �� EXTEND BARS 24"BEYOND OPENING EACH END ° SPLICE BARS AS NEEDED _ � � AROUND ADJACENT N CORNERS 10" 2 SECTION S4 CONCRETE LINTEL MAX.SPAN=8'-0" Rev Date SECTIONS 1 hereby cerNfy that Mis plan,S��r�en«,«��,ort�pre�an�y me or under my direct supervision and that 1 em a dWy Lkansed Drazan Residence Professional Engineer under the laws d tlre Stme d Mlnnesote. 3546 Ivy Place oa�e: au Orono,MN ` !,f Signed Charles Cudd Company P^^�� E�Sul�ie38 15050 23rd Avenue North Project Number: 08.00360 Mlnneepo6a,�ssez� Designed By: plymouth,MN 55447 Drawin Date: 11/04/08 TN 763-571-2500 9 Fax 763-571•1168 Jason Schik Sheet: 4 of 4 ��•��^ �O COPYRIGHT ULTEIG ENGINEERS INC.2008 SCOPE DESIGN OF C.I.P. CONCRETE RETAINING WALL,C.I.P. CONCRETE FOUNDATION WALL SUPPORTING PRECAST PLANK, STRUCTURAL SLAB,AND CONCRETE BEAM. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE. NOTES 1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO ARCHITECTURAL DRAWINGS PREPARED BY SIGNATURE HOMES DATED OCTOBER 27, 2007 FOR MORE INFORMATION. 2. DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION,AS WELL AS THEIR INSTALLATION,ARE TO BE IN ACCORDANCE WITH THE CODE. 3. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. 4. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN. NOTIFY ULTEIG PRIOR TO WORK OF ANY CONFLICTS OR DISCREPANCIES IN OR BETWEEN THE CONSTRUCTION DOCUMENTS AND THE ACTUAL CONDITIONS. 5. PROVIDE MATCHING HOOK BARS AT WALL AND FOOTING CORNERS AND INTERSECTIONS. 6. ADEQUATE SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR. MATERIALS CONCRETE: SLABS-F'c=4000 PSI @ 28 DAYS WALLS& FOOTINGS- F'c=3000 PSI @ 28 DAYS REINFORCING STEEL: #4 BARS-ASTM A615 GRADE 40 #5+ BARS-ASTM A615 GRADE 60 AGGREGATE: FOOTINGS- 1�" WALLS &SLAB -3/4" BACKFILL: CLAY(GROUP III) -OIV-SITE MATERIAL EFFECTIVE PRESSURE=60 PCF/FT ACTIVE ��-�� SAND (GROUP I) -AS SHOWN CONCRETE LINTEL EFFECTIVE PRESSURE=30 PCF/FT ACTIVE SEE 2/S4 FOR - ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF(ASSUMED) '��REINFORCEMENT '�� > CODES �,�� IOO.r�OC�' � �t ._.......... .� : ° ° ;, � �V� 2007 MINNESOTA STATE BUILDING CODE w/ _�. _______'r��, ._. ___ __.______ __ AMENDED 2006 IRC -m-- Z;__�. �',., ';; „ �� ----� 7-9"_.�._.._____ =` � � �__.-____ __� ; � _� ';; � ��:�-- ; � _.� ��'�;� ;;/'% �L`r� �n�c. � � � � ( '/ ';'i %" � � ia , --- , , � �. ,� � , � �� , � ! � , ;; �__... i �i� '' ' � � '� ' + i ' /�. ��}�' // /�// � ...._.. _.. � ' �w F'` ��' � / � `'. � ..... � / � � i'i j% �/� i � � ' // // � �� " /, !�i � �/ ;•�/ i'i%., �i / /! , � I ��/ //%/ ��;� / ''' / //� �� /• / %; ! i � �i��i , . _„__ �� ._ _ .'�/ j/,/,','./ , . � , , � _ � � �/%,�j i i,, , :;,,.�,%/,%;/ � � %" '%;/�i'�i'%;�'�%� S RUCTURAL LAB '�'' S E-1lSA.��i-- - ��` """' �'�R�INFORCEME T � � , PARTIAL PLAN S1 Qa FRONT STOOP Rev Date GENERAL NOTES i nareby�ury m�mi8 p�,Bp�u�u��are��a��a�y me a under my direct aupervision end that I am a dury Lk:ensed Drazan Residence P��o��e��.��.u,a�a n,�s��a ��. 3546 Ivy Place oa�e: 4 41 Orono,MN � � sipned: Charles Cudd Company PriMNeme• 520t EastPoverRd Suile 308 15050 23rd Avenue North Project Number. 08.00360 Mlnneapolk,►��ezi Designed By: piymouth,MN 55447 Drawin Date:_ 11/04/08 rs��ess�i-zsoo Jason Schik 9 F��-s»->>se Sheet: 1 of 4 �.u��a.� OO COPYRIGHT ULTEIG ENGINEERS INC.2008 RAILING/FALL PROTECTION SLOPE GRADE AWAY BY OTHERS FROM F�UNDATION (2)#4 HORIZONTAL BARS OPTIONAL 6"CLAY CAP WITHIN 1'-0"OF TOP OF WALL _ � (1)BAR EACH FACE ' '. • . . � #4 HORIZONTAL BARS . � . �. . � . � �� .� � . • . � . @ 24"O.C. � . � � � � � , �_ . �. � . � ` � � . . . . � : . . . . . . #5 VERTICAL BARS a� . ' . � .� . � , � , .� , � ' . . � � . • : @ 18"O.C. �, � � � COMPACTED ..�. :.: . . . :. �a �� . . . . SAND BACKFILL' '.. . .� 12"THICK C.I.P.CONCRETE , • , �� ' -' � ' � � � �� RETAINING WALL � . . �.' � . . . . � . '� . . .. .� . . . .. � . . � . � �5¢ SLOPE GRADE AWAY ' � ' : ' � ' .'. '� �.,� � 2 MAX. � FROM FOUNDATION '� ,t; ' ' : ' ' " .� iQ � � � . � � 1 co . . • • � .. • � " a�� ' . .' � . :. .. . : . . � � .. � . . � #5 x 6'-8"HOOKS . . . � � C�9"O.C. �5'-0" . ..: . .. . . #5 BARS C� 12"O.C. 1'-g^ �" �„ � : � � 1'-0"THICK CONCRETE ; � � � �� FOOTING (6)#4 TRANSVERSE 2'-0" MIN.. � BARS AS SHOWN � � e . ;�. , . N o a.-. :- a_ M 1''6" �''�" 3''0" 1 SECTION S2 Qa RETAINING WALL Rev Date RETAINING WALL SECTION I hereby certily thet this plan,g�an�«�w��ea ny me or under my direct supervislon end that I am a duly Ucensed Drazan Residence Professknel Enginaer under the laws of the State of NNrmesWa. 3546 Ivy Place Date: N�xnber: 4 94� Orono,MN � � Sipned: Charles Cudd Company Print Neme: I b201 East RlverRd Sute 308 15050 23rd Avenue North ProJect Number: 08.00360 ^ nnm�asPons,MN 55421 Designed By: Plymouth,MN 55447 Drawin Date: 11/04J08 C"J TB�'��'��0° 9 Fax�as-s»-i i ee Jason Schik Sheet: 2 of 4 V L �.unao.com �O COPYRIGHT ULTEIG ENGINEERS INC.2008 , � �, �*�!�'�f?"��` 2008 MAST ER DRA S SCOPE OF WORK: THESE CAST-IN-PLACE (C.I.P.) CONCRETE FOUNDATION WALL MASTER DRAWINGS ARE PREPARED AND CERTIFIED BY ULTEIG ENGINEERS IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE (IRC), AS WELL AS THOSE OF THE MINNESOTA AND WISCONSIN STATE BUILDING CODES. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR,THE GENERAL CONTRACTOR,AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31, 2008. DRAWING INDEX: SCOPE, INDEX, & CERTIFICATION S� 0 USE GUIDELINES AND MATERIALS S2 � GENERALNOTES S3 � FOOTING TABLES S4 � STEP FOOTING DETAIL S5 ❑ WALKOUT WALL DETAIL S6 ❑ LOOKOUT/KNEE WALL DETAIL S� � EXTERIOR UNBALANCED FOUNDATION DETAIL gg � BASEMENT WALL DETAIL Sg � BASEMENT WALL VERTICAL REINFORCING TABLE S10 ❑ BRICK LEDGE DETAILS S11 ❑ FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S12 ❑ BASEMENT WALL ANCHOR SPACING TABLE S13 ❑ NON-BEARING WALL JOIST BLOCKINr DFTAII c�e n NON-BEARING WALL TRUSS BLOCKING DETAIL S15 ❑ NON-BEARING WALL FLOOR BLOCKING SPACING TABLE S16 ❑ WINDOW WEL�DETAIL S1� � STOOP DETAIL S18 � I hereby certify that this plan,specification or report was ``��11►I��` prepared by me or under my direct supervision and that I `�� c�yCf�/y �i� am a duly Licensed Professional Engineer under the `��••'"��"•S�it,��i�� laws of the States of Minnesota&Wisconcin. :1x;' ��L � .;.��, Print Name: CRAIG L. OSWELL � O L � �� Sianed:��--_:�� IS, ;i�^ � �`��. RIN � `''; Date: 01-01-08 MN License Number: 42341 � ��?� WI License Number: E-37911 ',��s��?�`, Rev Date 2008 MASTER C.I.P. CONCRETE SITE ADDRESS: �^s'�� z a'�z FOUNDATION DRAWINGS , � � � Y��, SCOPE, INDEX,&CERTIFICATION �ti ��, 4 ��_� � ��: CLIENT INFORMATION: C'TY� State: Zip: '`�� i ,�� ;(;,� SITE SOIL TYPE: �`�'`{;�"' " C!-!ARLES CUDD, LLC SAND❑ SANDY CLAY� CLAY[� 275 MARKET STREET, SUITE 445 szo,eaS,R��e,Rd Suite 308 MINNEAPOUS, MN 55405 Project Number. 207.1200 n J Minneapolis,MN55427 Drawing Date: 01-01-08 ` � Tei 763-571-2500 � I '�iivi IG. V I G'JJJ-UUGV I ql�. (J I G'�7J;J-JV/ I �a�'�.�i Si��i i�� Sheet: i pf�$ V ( � cwww.wteiq.com � �O COPYRIGH7 ULTEIC ENGI�EERS INC.200E f � DRAWING USE GUIDELWES AND LIMITATIONS: THE CONTRACTOR IN THE TITLE BLOCK BELOW IS LICENSED BY ULTEIG TO USE THIS PACKET WITHIN THE LIMITATIONS NOTED FOR PROJECTS IN WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS.A COPY OF THIS PACKET AND A LIST OF THE CURRENT AUTHORI2ED CONTRACTORS IS AVAILABLE AT WWW.ULTEIG.COM. THE LICENSEE IS TO INDICATE THE APPLICABLE SOIL TYPE, SITE ADDRESS,AND RE�EVANT SHEETS ON S1 FOR INCLUSION WITH THE CONSTRUCTION DOCUMENT PACKAGE. THE PACKET IS TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTION. . THE FOLLOWING LIMITATfONS APPLY TO THESE DRAWLNGS: 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT 2. OVERALL BUILDING HEIGHT NOT EXCEEDING TWO STORIES PLUS THE BASEMENT 3. STRUCTURES OF WOOD FLOOR, ROOF,AND WALL CONSTRUCTION 4. EXTERIOR GRADE SLOPING DOWNWARD AWAY FROM THE FOUNDATION WALLS SPECIAL CONSIDERATION AND SITE SPECIFIC DESIGN IS REQUIRED FOR CONDITIONS BEYOND THESE LIMITS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE,AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MAfVNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER-REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY IS OF CONCERN. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 5. nEBAR DC�ES f�IOT iJEED i O�st FHE-'tiEA I tG, E�U I f5 TU BE FREE OF t=ROST,SNOW,AND ICE. 6. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24"OF WALLS WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. MATERIALS: CONCRETE: MIX TO BE DESIGNED AND PROPORTIONED BY THE CONCRETE SUPPLIER F'c=3,000 PSI MIN AT 28 DAYS STEEL: #4 BARS-Fy=40 KSI(ASTM A615) #5 BARS&GREATER-Fy=60 KSI (ASTM A615) EQUIVALENT REBAR TABLE FOR BUNDLED HORIZONTAL BARS (2)#4= (1)#6 (3)#4=(2)#5 (3)#5= (2)#6 Rev Date 2008 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS DRAWING LtMITATIONS AND MATERIALS CLIENT INFORMATION: City: State: Zip: � ,.•,� SITE SOIL TYPE: '— CHARLES CUDD, LLC SAND❑ SANDY CLAY❑ CLAY� 275 MARKET STREET, SUITE 445 5201 EasiRiverRd Sui1e 308 MINNEAPOUS, MN 55405 Project Number:_ 207.12 0 � Minneapolis,MN5542t Drawing Date:____ 01-01-08 Tel)63-57h2500 r'f10(le: b1L-J3,3-BULU rSX: b�L-.SJ�-'�JU%'I / ��;c�-�;�-�� Sheet: 2 of 18 i� www.uNeig.eom �O COPYRIGHT ULTEIG ENGINEERS INC.2008 GENERAL NOTES: 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT BOTH THE TOP AND BOTTOM, UNLESS ADEC�UATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 2. STRIP FOOTINGS MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1y"DEEP BY 3y"WIDE BY CONTINUOUS KEYWAYS, LOCATED ANYWHERE WITHIN THE WALL WIDTH, MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 1". A MlNIMUM OF 2"OF STRIP�FOOTING IS TO EXTEND BEYOND THE WALL FACE EACH SIDE. 5. PROViDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTIN�S. 6. SLOPE GRADE DOWNWARD AWAY FROM THE STAUCTURE A M�NIMUM OF 6"WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINS OR SWALES ARE PROVIDEQ. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE,WATER-PROOFING,CONTROL JOINTS, FLASHING,AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTFD OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS,UNLESS NOTED OTHERWISE. 9. REINFORCING PLACEMENT TOLERANCE IS 1/2". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10. PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL WIDTH AS LONG AS A MINIMUM OF 2"OF CLEAR COVER iS PROVIDED. 11. REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE 6ARS: 12. DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13: THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14. SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4"TO 12"OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS. t5. SILL PLATES ARE NOT REQUIRED TO BE TREATED IN ACCORDANCE WITH IRC SECTION R319.1 ITEM 2. ANCHOR BOLTS 1/2"OR LARGER IN DIAMETER ARE NOT RE(�UIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH IRC SECTION R319.3 EXCEPTION 1. 16. ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REOUIREMENTS. Rev Date 2008 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS GENERALNOTES CLIENT INFORMATION: City: State: Zip: " � SITE SOIL TYPE: — CHARLES CUDD, LLC SAND❑ SANDY CLAY� CLAY� 275 MARKET STREET, SUITE 445 520i Eas�RiverPd Suite 308 MINNEAPOLIS, MN 55405 Project Number: 207.1200 A Minneapolis,MN55421 � Drawing Date: 01-01-08 �,� Te1763-577-2500 Fhone: 6i1-3;�3-8u2u Fax: bi2-335-5�i7i F��;s,-�;,.;�ss She2t: 3 Of 18 � www.ultelg.com �O COPYRIGHT ULTEIG ENGINEERS INC.2008 STRIP FOOTING SIZE FOR 1,500 PSF SOIL TOTAL WIDTH OF MAX VENEER FOOTING SUPPORTED FLOORS HEIGHT SIZE 25'-0" g�_p° 22"x g" � 25'-0" 30'-0" 28"x g" � 50'-0" 6'-0" 28"x 8" ❑ 50'-0" 30'-0,� 36„X$„ � ST�tP FOOTING SIZE FOR 2,000 PSF SO�IL TOTAL WFDTH OF MAX VENEER FO�TING SUPPQRTED FLOORS HEIGHT SIZE 25'-0" 6'-0" 16"x 8" ❑ 25'-0" 30'-0" 2p^x g^ � 50'-0" 6'-0" 20"x 8" ❑ 50'-0" 30'-0" 2g^x g^ � STRIP FOOTING SIZE FOR 2,500 PSF SOIL TOTAL WIDTH OF MAX VENEER FOOTING SUPPORTED FLOORS HEIGHT SIZE 25'-0" 6'-0" 16"x 8" ❑ 25'-0" 30'-0" 18"x 8" ❑ 50'-0" 6'-0" 18"x 8" ❑ 50'-0" 30'-0" 22"x g^ � STRIP FOOTING SIZE FOR 3,000 PSF + SOIL TOTAL WIDTH OF MAX VENEER FOOTING SUPPORTED FLOORS HEIGHT SIZE 25'-0" 6'-0" 16"x 8" ❑ 25'-0" 30'-0" 1 g^x g^ � 50'-0" g�_p^ 1 g��x 8" � . 5p'-0" 30'-0" 1 g"x g" ❑ UNREINFORCED POINT LOAD FOOTING SIZE TABLE LOAD ALLOWABLE SOIL BEARING (POUNDS) �500 PSF 2000 PSF 2500 PSF 3000 PSF+ s000 2�-0��x 2�-0��x 10° p 2�-0°x 2�-0°x 7 0�� ❑ 2�-0��X 2�-0�X i o��❑ 2�-0�X 2�-0°x �o°❑ �o000 2�-s°X z�-s��x i o�� ❑ 2�-s��X 2�-s�x i o�� ❑ 2�-0°X 2�-0°X 10°❑ 2�-0��X z�-o�X i o��❑ 15000 3'-6"x 3'-6"x 12"� 3'-0"x 3'-0"x 12" � 2'-6"x 2'-6"x 10"❑ 2'-6"x 2'-6"x 10"❑ 20000 4'-0"x 4'-0"x 12" ❑ 3'-6"x 3'-6"x 12" ❑ 3'-0"x 3'-0"x 12"� 2'-6"x 2'-6"x 10"❑ Rev Date 2008 MASTER C.I.P. CONCRETE SITE ADDRESS: FQUNDATION DRAWINGS FOOTING TABLES CLIENT INFORMATION: City: State: Zip: ' � SITE SOIL TYPE: CHARLES CUDD, i.LC SAND� SANDY CLAY❑ CLAY� 275 AlIARKET STREET, SUITE 445 520,E�iR��B�Rd Suite 308 M I N N EAPOL I S, MN 55405 Project Number: 207.1200 M��aaPoi�:,MN ssaz, Drawinq Date: 01-01-OS Te176&577•2500 Fh�ne: 6 i 2-333-SG2G Fax: 6i 2-�35-5G7i Fax763•571•fi66 Sheet:_ 4 of 18 �.uneia.�om �O COPYRIGHT ULTEIG ENGINEERS INC.2008 36"MIN FULL HEIGHT __ I GARAGEFROST , WALL LOOKOUT ( I I �_ •,. WALL �'"` `�- •. — � � — � 1 •..�....::.. - - 1- i .. , . , � ,----. �=-_ ��: .�.�:��.,...;;,..:..:� � REAR FROST WALLi i 1 `.JNP ,. 1 � STEP 2 x STEP ELEVATION STEP SPACING REQUIREMENTS MAX LOAD 6"MIN THICK CONCRETE 5000 PLF FOUNDATION, SEE OTHER OR 10,000 LBS (2)#4 HORIZONTAL BARS BOTH TOP& SHEETS FOR MORE INFO BOTTOM EXTENDED AT LEAST 24" OPTIONAL CONTROL JOINT BEYOND EACH END OF STEP m AT EACH END OF STEP I I i I I � HORIZ. BARS Z TOP&BOTfOM � I I Z SEE DETAIL A N � io � �: . ., . • . , ,� .. � . . . . I '.a . • • HIGH FOOTING MAY BE �`�"—`— EQ. EQ. EXTENDED PROVIDED BARS � DETAIL B ARE PLACED AS SHOWN � �� , CONCRETE STRIP FOOTING I 1 SEE S4 TYP ,. ' .. � . ' ' �o �.I STABLE BANK 72"MAX SPAN DETAIL A Rev Date 2008 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS STEP FOOTING DETAIL CLIENT INFORMATION: City: State: Zip: " !� SITE SOIL TYPE: ` CFiF�RLES CUDD, LLC SAND❑ SANDY CLAY❑ CLAY❑ 275 MARKET STREET, SUITE 445 5201 EaS�RiverRtl Sui�e 308 MINNEAPOLIS, MN 55405 ProjectNumber: 207.�20o Minneapolis,MN55421 Drawinq Date: 01-01-08 Te1763-577•2500 rnone: bi2-333-802G Fax: bi2-335-5u71 �fix�s,-„�-;�oo ShOet: 5 of 18 www.ulleig.eom �O COPYRIGHT ULTEIG ENGINEERS INC.2008 1/2"ID ANCHOR BOLTS (7" MIN EMBED)OR FRAMING Bl'OTHERS . METAL STRAP ANCHOR @ 72"O.C. MAX SILL PLATE (WIDTH T�MATCH FRAME WALL) OPTIONAL 6" MAX HIGH STEM WALL SLAB-ON-GRADE THICKNESS TO MATCH SILL PLATE � � ` • . •.� Z a ' . a� , a °° � �--��_,. � GRADE jl;='-�I�'-��`.-��_�,. i i �d -i�i_--1��=I ' • �I_;I��-�. . ,��_-��_-iil=`=11� � =��;_, "'=1 I I-;-I I I.—I I I--i�I=- • �' 1 I-=� (1)#4 HORIZONTAL BAR ��-=I I I--I I.I-I�I � ;-�' AT TOP OF WALL _��i.==i��_. ' '!�.=��1. '• a '��=-: a �I�� 6"MIN C.I.P. CONCRETE , • FOUNDATION WALL 0 a• - ii3Si;Li,TIvN 6i' GTHERS a (OPTIONAL AT GARAGES) . #4 x 2'-0"DOWELS @ 72"O.C. MAX � • (5"MIN EMBED) ` CONCRETE STRIP FOOTING DOWELS ARE NOT SEE S4 RE�UIRED IF BACKFILL . . IS PLACED EOUALLY . `�" . . • • a• �' ON BOTH SIDES IN �e'• , a ALTERNATING LIFTS . • • � . ° �' NOT EXCEEDING 24" � � � . • a � Rev Date 2008 MASTER C.I.P. CONCRETE S�TE A��REss: FOUNDATION DRAWINGS WALKOUT WALL DETAIL CLIENT INFORMATION: City: State: Zip: " � �HARLES �UdG, LLC SITE SOIL TYPE: ' 275 MARKET STREET, SUITE 445 SAND� SANDYCLAY❑ CLAY❑ 5201 EaslRiverRd s��ie soe MINNEAPOLIS, MN 55405 ProjectNumber: 207.1200 �� Minneapoiis,MN55421 Drawing�ate' p�_n�_ng 'rensa-s�i-zsoo Pnone: b12-333-au2U Fax: 612-335-5071 Fex763•571•7168 Sheet: 6 of 18 �U www.uneig.com �O COPYRIGHT ULTEIG ENGINEERS INC.2008 1/2"Q1 ANCHOR BOLTS FLOOR FRAMING (7"MlN EMBED)OR BY OTHERS METALSTRAP ANCHOR @ 72"O.C. MAX WALL FRAMING&SiLL PLATE BY OTHERS z GRADE °D � (1)#4 HORIZONTAL • a •° BAR AT TOP OF WALL � x +i--III-"iil-11�� . . � ��=1 I I;-I I�=_i I 1=_I I I�� ' a .' - ''=1 I 1:=1!�_=I I I . o �'�'=i�!== �a . _'�1-1I; ° . - a , �I-'_ I � a 6"MIN C.I.P. CONCRETE d � � FOUNDATION WALL � � o • io 9 O a #4 x 2'-0"DOWELS(5"MIN EMBED) CENTERED IN WALL . � SLAB-ON-GRADE @ 48"O.C.(SAR1D SOIL) ° OR @ 36"O.C. (SANDY/CLAY SOIL) OR @ 24"O.C.(CLAY SOIL) � ' • • . �.a DOWELS MUST BE WET SET OR a � • ' ,' . o ' DRILLED AND EPDXY GROUTED : ' a.. � ., , e. • I li=l I li�;f i'� . . . ' �il��-- a � . a . Q •, • I-i__ � � � 20"WIDE x 8"THICK � � � STRIP FOOTING MIN . a SEE S4 FOR POSSIBLE LARGER FOOTINGS Rev Date 2008 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS LOOKOUT/KNEE WALL DETAIL CLIENT INFORMATION: City: State: Zip: !,� CI�ARLES �UDD, LLC SITE SOIL TYPE: '" 275 MARKET STREET, SUITE 445 SAND❑ SANDY CLAY❑ CLAY� 5201 East River Rd MINNEAPOUS, MN 55405 s�nesoe Project Number: 207.1200 � Minneapolis,MN 55427 Drawing Date: ni-ni_nR Te�763-577-2500 Fi��r�E: 6i2-333-isu2G rax: 6i2-3;s5-5G7i Sheet: 7ofi8 r Fex763-571•1168 www.ultelg.eom OO COPYRIGHT ULTEIG ENGINEERS INC.2008 1/2"(d ANCHOR BOLTS (7"MIN EMBED)OR FRAMING BY OTHERS METAL STRAP ANCHOR SILL PLATE • �a 72"O.C.MAX (WIDTH TO MATCH FRAME WALL) (1)#4 HORIZONTAL BAR OPTIONAL SLAB LEDGE AT TOP OF WALL SLAB-ON-GRADE � . . . . . • . a .. cA q .. . . w . . . � a J Q 'Q. � ' �- ��1 �_I —1_�-'I'� O . •� � —�;I--i I I�I I. Q � . I=I I I—,I��- #4 x 4'-0" HOOKS�a 24"O.C. BENT OR � "' � -I I I-1� DRILLED AND EPDXY GROUTED � Y � °' . '��i)I �� O ' � a � O . - 2 � GRADE O z . #4 x CONT. HORIZONTAL ��i= � � BARS @ 24"O.C.TYP _:�,---i I 1=-=1 I 1=J I 1= .� . � . �e '_'.T j;_- ';__' . ;I I_,_.I I I�I I I-- • a• . 8"MIN C.I.P.CONCRETE —I�i.,—�I�=I I 1= ' Fpi iRne�iQN W/!�L -�i�_-��-- .• � . ' II-�_I�� d� . '�= a � CONTRACTOR'S OPTION: ��= � PLACE 2" RIGID INSULATION #4 x 2'-0"DOWELS @ ' (R=10 MIN)ON INSIDE FACE& 72"O.C.(5"MIN EMBED) • �. UNDER SLAB FOR 24"MIN ' • . . d . `�. ` ' CONCRETE STRIP FOOTING . . , a• . 4 � SEE S4 : ° a� • a '•. � a • ' . . a Rev Date 2008 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS EXTERIOR UNBALANCED FOUNDATION DETAIL CLIENT INFORMATION: City: State: Zip: � � CNARLES CJDD, LLC SiTE SOIL TYPE: � 275 MARKET STREET, SUITE 445 SAND❑ SANDY CLAY❑ CLAY� 5207 East River Rd Suiie 308 MINNEAPOLIS, MN 55405 Project Number: 207.1200 A Minneapolis,MN55421 ., .,.,., Drawing Date: 01-07-08 �fi Te1763•571•2500 FIlU1lE. pIC-JJJ-OULV �"aX: bIL-�S�3�-�U/1 Faxis�-5iriise ShB2i: 8 Of 18 V www.ulleig.tom OO COPYRIGHT ULTEIG ENGINEERS INC.2008 WOOD FLOOR SYSTEM BY OTHERS 2x6 MIN SILL PLATE FLOOR TO SILL CONNECTION SEE S12 a GRADE a• � ANCHOR BOLTS SEE S12 ��_. • , ,_ ��;�_�I 1=1 I I.=1 I I a� " � ' i I,-,I I--I I 1=1 I 1= ''-1!1�I I!=1 I I� � � -��I—I I I- '� 8"MIN C.I.P.CONCRETE -��I�_I I,I •� ' FOUNDATION WALL '� = a . e SEE S10 FOR ��I a � � VERTICAL REBAR � . • , 2 a a � � (3)#4 x CONT.HORIZONTAL BARS � � 2 @ 8'-0"OR LESS CLEAR HEIGHT � _ � PLUS(1)ADDITIONAL BAR PER � J FOOT OF HEIGHT � U SEE S2 FOR ALLOWABLE BUNDLING Y 9 � a . U Q #4 x 2'-0"DOWELS @ ' 1Yz"CLEAR m 72"O.C.MAX . (5"MIN EMBED) , CONCRETE STRIP FOOTING � ° SEE S4 FOR SIZE �, • d a SLAB-ON-GRADE CONTRACTOR OPTION: PLACE (2)#4 x CONT.HORIZONTAL a BARS IN LIEU OF(2)LOWEST WALL � e � � '. • • '.� HORIZONTAL BARS � ` � � � a� • o � • ' a., � . i��—��_--j i�- . • . . a� . --��---��' ° ' : a o: . a •. " ��:� � , a • � . . • I�. , . a � Rev Date 2008 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS BASEMENT WALL DETAIL CLIENT INFORMATION: C'�'� Staie: Zip: +� CHAPLES CUDC, LLC SITE SOIL TYPE: " 275 MARKET STREET� SUITE 445 SAND� SANDY CLAY� CLAY� 52D7 EaStRiverRd Suite 308 MINNEAPOLIS, MN 55405 Project Number: 207.1200 � Minneapolis,MN55421 Drawing Date: 01-01-08 � Te1763-571-2500 FI�V�E.V IC-JJJ-OULU rd)(: OIC-j�rJ-�U/� Fex7o35ii•tS6o Sheet: 9of 18 J www.uneig.eom �O COPYRIGHT ULTEIG ENGINEERS INC.2008 o � o � � < � � � o � � � � GRADE 60#6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSI � � �� V � � D O ON ALTERNATIVE TO IRC TABLE R404.1.1 (5) O Z � � O � � m D � ..�� Z p � CLEAR HEIGHT BACKFILL HEIGHT BACKFILL TYPE Z a� D � m m n'i � � � Z c -n.� � (SEE S9) (SEE S9) SAND(30 PSF!FT) SANDY CLAY(45 PSF/FT) CLAY(60 PSF/FT) �, � � � � p � p m WALL THICKNESS WALL THICKNESS WALL THICKNESS z w � (n p � � Z � ��a� ; .... ��,�� Nc' � � a D � v n .�.�.-�� g^ 1 p�� 1 p^ 8., 1 p�� 12" g�� 1 p„ �2„ o c � m rr- _� m n Z7 ��4 � NONE ❑ NONE ❑ NONE ❑ NONE ❑ NONE ❑ NONE ❑ '36" ❑ NONE ❑ NONE ❑ °D cn --� C) O g'�� T� -p � Z � � n 7'-0"OR LESS NONE ❑ NONE ❑ NONE NONE � � a' � Cn •• O Z O ❑ ❑ NONE ❑ NONE [� NONE ❑ NONE NONE rn � m � N � 8'-4" NONE ❑ NONE ❑ NONE ❑ "36" ❑ NONE ❑ NONE ❑ 36" ❑ NONE ❑ NONE ❑ � � D � 9,0„ 8'-0" NONE ❑ NONE ❑ NONE ❑ '36" ❑ NONE ❑ NONE ❑ 36" ❑ NONE ❑ NONE � cn co m G m 7'-0" NONE ❑ NONE ❑ NONE ❑ NONE ❑ NONE ❑ NONE ❑ '36" ❑ NONE ❑ NONE ❑ � 6'-0"OR LESS NONE ❑ NONE ❑ NONE ❑ NONE ❑ NONE ❑ NONE ❑ NONE ❑ NONE ❑ NONE ❑ � o � � N � N 9'-4" '36" ❑ NONE � NONE � , D ❑ 36" ❑ '36" ❑ NONE ❑ 24" ❑ 24" ❑ NONE ❑ m ?.� o ��`• D 9'-�" `36" ❑ NONE ❑ NONE ❑ 36" ❑ NONE ❑ NONE ❑ 24" ❑ *'24" ❑ NONE ❑ �o � � � 0 10�"�" 8'-0" NONE ❑ NONE ❑ NONE ❑ "36" ❑ NONE ❑ NONE � 36" ❑ NONE ❑ NONE ❑ �° m � � 7'-0" NONE ❑ NONE ❑ NONE ❑ NONE •• � ❑ NONE ❑ NONE ❑ 36" ❑ NONE ❑ NONE ❑ D m 6'-0"OR LESS NONE ❑ NONE ❑ NONE ❑ NONE ❑ NQNE ❑ NONE ❑ NONE ❑ NONE ❑ NONE ❑ z � '=NONE IF F'c=4,000 psi n � ' =NONE IF F'c=5,000 psi ro � w �� o D m o � j � I" � O � ,� o � �� o N -o � � EQUI�'ALENT VERTICAL RESAR � SUBSYITUTION TABLE � ❑ #6 @ 24"_#5 @ 18" � =#4�a 12"(GRADE 60) � =#4 @ 8"(GRADE 40)� � #6 @ 36"_#5 @ 24" � =#4 @ 18"(GRADE 60) � -#4 @ 12"(GRADE 40)� � m m D � (1)#6=(2)#4(EQUAL GRADES) � ��N m c� ,E'i d C N��N% � A J�Z� D n�N n 0 m � 3moNmn (e„ FRAMING BY VENEER OR OTHERS SLAB-ON-GRADE WOOD FLOOR BY OTHERS SYSTEM BY VENEER OR OTHERS SLAB-ON-GRADE BY OTHERS FRAMING BY OTHERS z ,p 16"HIGH MAX GRADE � � x 6" THICK MIN GRADE � � �ii_ • STEM ,,. ��- I I I--1 .• � __I�i_= . � 16" HIGH MAX _ � �-�: ' -I I I;°. ' �--I I I; <. ' X 4" THICK MIN FOUNDATION---; :.a �d' FOUNDATION - a• ° STEM WALL SEE S9 WALL SEE S7 � DETAIL @ HIGH GRADE ❑ DETAIL � LOOKOUT O SIM @ NON-BEARiNG FRAMING BY OTHERS WOOD FLOOR SYSTEM BY VENEER OR OTHERS VENEER OR SLAB-ON-GRADE FRAMING BY � SLAB-ON-GRADE BY OTHERS OTHERS BY OTHERS SlAB-CN-�P,A�E 6"MIN THICK . STEM x �' i_i i� � IF WALL IS � 'I I I GRADE UNREINFORCED GRADE � a 6" MIN THICK `� PROVIDE#4 STEM ��_- �=_� DOWELS@36"O.C. �� i�i : "—=�II;��il�� ¢Ii� EMBEDDED24" -:ij� iIi:=;II il�. a •' —��T �—� INTO LOW WALL ��-,;i_;�I_..;I,I 1=- #4 DOWELS @ —I�'=11' -_;:�_ .�. FOUNDATION �� --�� • �. � ��—'!�-I i��_. . 36"O.C. '-1��' ° � �-- <. � . EMBEDDED 24" WALL SEE S9 l,� � �I I • � 1y"CLEAR FOUNDATION _ . , a a. INTO LOW WALL ��• • WALL (CENTER W � SEE S6 OR S8 STEM) IF STEM IS ° � �� ' TALLER THEN 16" • • � � o a '� ' � • a DETAIL �a LOW GRADE � DETAIL �a FROST WALLS ❑ SIM @ NON-BEARING Rev Date 2008 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS BRICK LEDGE DETAILS CLIENT INFORMATION: City: State: Zip: !„� CHAR�ES CU�D, LLC SITE SOIL TYPE: 275 MARKET STREET, SUI i E 445 sAN�❑ SANDY CLAYQ CLAY� szoi eeS�RNe�ad soae aoe MINNEAPOLIS, MN 55405 Project Number: 207.1200 � Minneapolis,MN55427 Drawing Date: 01-01-OS Te1763-57t-2500 rf i�it ie:6 i 2-333-8u2u r=ax: 6 i 2-335-5�i i t �ua io5-Si i-i ibe SheSt: 11 of 18 A www.ultefg.com �O COPYRIGHT ULTEIG ENGINEERS INC.2008 FLOOR SYSTEM TYPE,SIZE, & SPACING BY OTHERS Yz"QJ ANCHOR BOLT(7"MIN EMBED) w/NUT&y"THICK x 2"0 OR SQUARE WASHER OR METAL STRAP ANCHOR SEE S13 FOR SPACING RIM BOARD OR BRACING BY OTHERS 2 x 6 MIN SILL PLATE FLOOR TO SILL CONNECTION 4 • � � AT EACH MEMBER a q. . ' �. � SEE TABLE BELOW d : z � � , '<� e d. •., .• WASHER TO BE COUNTERSUNK GRADE ° . °a� FLUSH w/TOP OF SILL ' 'e d -� i !-- ; � � � � ..� FOUNDATION WALL . . �---i � l_—� � �_---� � � -Ji ! a .. eQ . °. SEES.9 TRUSS/ JOIST CONNECTION FOR FULL HEIGHT WALLS CLEAR HEIGHT MEMBER BACKFILL TYPE (SEE S9) SPACING SAND SANDY CLAY CLAY (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) 16„ (3)8d COMMON (3)8d COMMON (3)8d COMMON TOP/TOE NAILS � TOP/TOE NAILS � TOP/TOE NAILS � 8,_�„ 19 2„ (3)Sd COMMON � (3j 8d COMMON � (3) 16d COMMON � TOP/TOE NAILS TOP/TOE NAILS TOP/TOE NAILS 24„ (3)8d COMMON � (3)8d COMMON � (3) 16d COMMON TOP/TOE NAILS TOP/TOE NAILS TOP/TOE NAILS � 16„ (3)8d COMMON � (3)8d COMMON � (3) 16d COMMON TOP/TOE NAILS TOP/TOE NAILS TOP/TOE NAILS � 9'-0" 1g.2" (3)8d COMMON (3) 16d COMMON ❑ TOP/TOE NAILS � TOPlTOE NAILS � USP LJC 24„ (3)Sd COMMON � (3) 16d COMMON � USP LJQ' TOP/TOE NAILS TOP/TOE NAILS � 16„ (3)8d COMMON (3) 16d COMMON TOP/TOE NAILS � TOP/TOE NAILS � USP LJQ" � ��,_�,. ig 2., (3)8d COMMON � (3) 16d COMMON ❑ TOP/TOE NAILS TOP/TOE NAILS � USP LJCr' 24„ (3)8d COMMON TOP/TOE NAILS � USP LJC ❑ USP LJQ' � 'LJQ SIZE TO BE DETERMINED BY THE FRAMER BASED ON THE WIDTH OF THE MEMBER. Rev �ate 2008 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS FLOOR BEARING DETAIL&CONNECTION TABLE CLIENT INFORMATtON: City: State: Zip: ' � SITE SOIL TYPE: ' CHARLES CUDD, LLC SAND❑ SANDY CLAY� CLAY� 275 MARKET STREET, SUITE 445 5207 EastRiverRd s�ne soe MINNEAPOLIS, MN 55405 Project Number: 207.1200 ^ i � Minneapolis,MN55421 Drawing Date: �1-01-OA ` Te1763-571•2500 Phone: 612-333-8020 Fax: 612-335-5071 �ux763-57i-116o Sheet: 12 of 18 � � G www.ulleig.com OO COPYRIGHT ULTEIG ENGINEERS INC.2008 Y"fD ANCHOR BOLT SPACING FOR FULL HEIGHT WALLS * ALTERNATIVE TO TABLE R404.1 (2) CLEAR BACKFILL BACKFILL TYPE HEIGHT HEIGHT (SEE S9) (SEE S9) SAND SANDY CLAY CLAY (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) 7�_4" 72" ❑ 72" ❑ 48" ❑ a,.�,. �,_�„ 72�� 72" � gp^ � 6'-0"OR LESS 72" ❑ 72^ � �2" � 8'-4" 72" ❑ 48" ❑ 36" � 9'-0" 8'-0" 72" ❑ 60" ❑ 48" ❑ 7'-0"OR LESS 72" � 72^ � �2" � 9'-4" 72" ❑ 36" ❑ 24" � 9'-0" 72" ❑ 48" ❑ 36" � 10'-0" 8'-0" 72" ❑ 72" � qg^ � 7'-0"OR LESS 72" ❑ 72" ❑ 72" ❑ 'Y"0 EPDXIED THREADED ROO w/6"EMBED MAY BE USED AT SPACING SHOWN ALTERNATlVE ANCHOR SPACING FOR FULL HEIGHT WALLS ** ALTERNATIVE TO TABLE R404.1 (2) CLEAR BACKFILL BACKFILL TYPE HEfGFiT NEIGH I (SEE S9) (SEE S9) SAND SANDY CLAY CLAY (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) ��"4�� 60" ❑ 24,� ❑ �8" ❑ . 8'-0" 7'-0" 72" ❑ 36" ❑ 24" � 6'-0"OR LESS 72" ❑ 72" ❑ 48" � 8'-4" 36" ❑ 24" ❑ 18" � 9'-0" 8'-0" 48" ❑ 24" ❑ 18" � 7'-0"OR LESS 72" ❑ 48" � 24^ � 9'-4" 24" ❑ 18" ❑ 12" � 9'-0" 36" ❑ 18" ❑ 12" � 10'-0" 8�'�,� 60'� ❑ 24,. ❑ 18" � 7'-0"OR LESS 72" ❑ 60" ❑ 36" (] ""APPLIES TO MAB 15/FA1, MA623/FA2, MAS/FA3,y"0 EXPANSION BOLT w/6"EMBED,y"(d SELF-CUTTING ANCHOR BOLT w/4"EMBED,y"f1J EPDXIED THREADED ROD w/6"EMBED OR EQUAL. Rev Date 2008 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS BASEMENT WALL ANCHOR SPACING TABLE CLIENT INFORMATION: City: State: Zip: ' !,� CHARLES CUDD, LLC SITE SOIL TYPE: 275 (�iARKET STREET, SUITE 445 SAND� SANDY CLAY� CLAY� 520t EasiRive�Rd Suite 308 MINNEAPOLIS, MN 55405 Project Number: 207.1200 � � � Minneapolis,MN55427 Drawinq Date: 01-01-08 Te1763•57�-2500 ri ioi�e: n i 2-333-SG20 raX: b 1 C-�i;i'J�-5U%1 130i 18 ' J Fax io5-57i-ii66 Sheet: www.ulleig.com �O COPYRIGHT ULTEIG ENGINEERS INC.2008 0 o � NOTES: . { 1. MAIN LEVEL FLOOR SHEATHING TO BE 3/4"PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/8d COMMON NAILS @ 6"O.C. � AT PANEL EDGES&@ 12"O.C.AT PANEL INTERIOR SUPPORTS. � w 2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT. PLACE NAIIS AT LEAST 3"FROM EACH OTHER& ' � fD 1y"FROM1�I BLOCKING EDGES. INSTALL LARGER OR ADDITIONAL BLOCKING MEMBERS AS NEEDED TO MEET THESE REQUIREMENTS OR FIT NON-STANDARD FLOOR MEMBER SIZES&SPACES. � �� r � 0 0 3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE BLOCKING, DESIGNED FOR 1500 LB Z � z �" D m � � � COMPRESSION LOAD. NAILING SHOWN IS TO BE USED AT MIN. � � � Z m Z 4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED, USE 2 x 4 SPACERS AS SHOWN. z a;� D � m � � � D � - D � �'' � mn -Zn � _{ � �' � �j � C � � Z � IF REQUIRED, MAX 2" DIA. HOLES MAY � �,` -�j � � � n � BE PLACED IN BLOCKING w/IN AREA o n� Z m r � o � - OUTSIDE 8"WIDE STRIP ALONG g a� cn m r' - U, D � DIAGONAL NOT w/IN 2"OF BLOCKING � � n � � � � A - Z � _ (� EDGE � o (A rZ0 � � � � N � DUCT/MECHANICAL(AS REQUIRED) N m z m BY OTHERS W � m m FRAMING � � BY OTHERS � D NAIL SHEATNING TO BLOCKING/JOISTS � _ 10d COMMON NAILS @ 1 r \ w/(12)8d ADDITIONAL COMMON NAILS � • ,i 6"O.C. � I � STRUCTURAL RIM cn o � cn cn c� cn ' J� � m y o D -+.� � -'�. �; 1,�——-�- �-: ' ��;_" � BOARD BY OTHERS � ,� `m' z m . m __ \�, �--- - -- --�-r- •��: -I � ~ O O , v I `-a` /r � Z � - - , �� USP LJQ CONNECTOR W � � � f; � +�� i� �+' (WIDTH TO MATCH !D � � �m ��I � �\ �� '� r BLOCKING) m N II � ` � � i cn . � � . �ll D I" z �1f 'I � � i p i I i� � � �' ��L �- �'�J �� :� i� � • 2 x 6 MIN � i ��• SILL PLATE o n� � m �'` . �'_ ` �� ^�� o ! — o `.3 ; � I / \ - ' .� FOUNDATION WALL SEE "' JOISTS BY OTHERS —� � L OTHER SHEETS FOR � �� ( � (� � ANCHORS&WALL INFO N BLOCKING IN TWO FULL WIDTH JOIST SPACES. —� ' ! � � BLOCKING HEIGHT TO MATCH JOIST DEpTH&BE � i , �1 � OF LUMBER, I-JOIST,OR OTHER MANUFACTERED i. ,. u I i�. � GRADE D M A T E R I A L. A T T A C H B L O C K I N G T O J O I S T S w/ i ' ! --'� � I�i�—I I j=i jT'�,-��_-.., �' � (2)8d COMMON TOE NAILS OR�6"0 SCREWS � ^' .�-�I�__-��;-'' ---•• - EACH END TOP&BOTTOM -----"`.�----�'� � SEE S16 FOR SPACING PROVIDE 2 x 4 MIN SPACERS TOP& BOTTOM IF _ T�m N NEEDED AT MECHANICAL UNTIL SPACES IN �;;,°. � WHICH FULL BLOCKING CAN BE INSTALLED, =�'`�� TOE NAIL TO FLOOR MEMBERS w/(2)Sd `°�V v Z�D i COMMON NAILS OR 3/16"DIA. SCREWS EACH ' o,m`� °3 m S'1�'m n ��.` END o � o � NorEs: � � 1. MAIN LEVFL FLOOR SHEATHING TO BE 3/4"PlYW00D/OSB PLACED IN STAGGERED PATT'ERN NAILED w/8d COMMON NAILS @ 6"O.C. � AT PANEL EDGES&@ 12"O.C.AT PANEL INTERIOFI SUPPORTS. � 0 2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT. PLACE NAILS AT LEAST 3"FROM EACH OTHER& � 1y"FROM BLOCKING EDGES. INSTALL LARGER OR ADDITIONAL BLOCKING MEMBERS AS NEEDED TO MEET THESE REQUIREMENTS � OR FIT NON-STANDARD FLOOR MEMBER SIZES&SPACES. m Z7 � J n n z �7 n� 3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBER BLOCKING, m � Z � � m � � o SUCH AS I-JOISTS OR LVL, DESIGNED FOR 1500 LB COMPRESSION LOAD. NAILING SHOWN IS TO BE USED AT MIN. ce z � 77 Z m Z 00 4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJ/aCENT BAYS. IF REQUIRED USE 2 x 4 SPACERS AS SHOWN. z a� D � m � � Dy � � G� � mn � c� —i -Ni cn U, - -� C p O m Z 4i a� � o �p D Z �p IF REQUIRED, MAX 4" DIA. HOLES MAY c� oc> � --� C7 � � p (� BE PLACED IN BLOCKING w/IN AREA oN n z m r � � � ' OUTSIDE 8"WIDE STRIP AIONG m �' � � �� p � � � DIAGONAL NOT w/IN 1y"OF BLOCKING �� ocn Z mZ0 EDGE 6a � � � N n DUCT/MECHANICAL(AS REQUIRED) BY OTHERS �' m z m N A I L S H EATHING TO BLOCKING/TRUSSES FRAMING v � m m w/(12)8d ADDITIONAL COMMON NAILS j r�d tii � BY OTHERS cn --i i , �� ' I ' 10d COMMON NAILS @ -` 'i �— _ 6"O.C. 5_'�.�r___T-.-��-- ——s`� —, _ �_ � cn o � cn cn c� tn r ��I-i -- — ,=�`=i �-� _ _I,._ _TT-��=.I i RIM TRUSS m� o. Z =+•<� -� I � � �� st BY OTHERS �p j c�-�i � N .. m i I � �\ ^r�`'��_ I � `� ❑ O v � � �� i ( � TOP NAIL RIM TO SILL z � � � � ( � � ( �� w/MIN OF 10d COMMON `D � � � � � I `� \ j I � NAILS @ 3"O.C. � m � ; � `� ` � j.. STAGGERED D � � � Z ; � : C. � � � � � � � ---- � ! �► �., j ; � i n — — — —--—�— --- I �`� 2 x 6 MIN ,j n, � � --=- _ _ �'�"'�_ ;1 SILL PLATE o '? � � --�-=T�-+� ION WALL � ' FOUNDAT SEE n� � I TRUSSES BY OTHERS !� I OTHER SHEETS FOR � p � 2 x 4 MIN BLOCKING TOP&BOTTOM OF , y_. I! � ANCHORS&WALL INFO N ' I' �^ � TRUSSES IN h41N OF TWO FULL WIDTH ; '' _ � GRADE V►J ' i�:. I �y � SPACES w/(2)Sd COM�v10N TOE NAILS ' ' .- -' i ---' '.. D OR 3/16"DIA. SCREWS EACH END j;;�__�r��_�_, �� i.�—,,,— T =--Tr,:�-- � SEE S16 FOR SPACING � � �:��__;!�:'--�� — �� „ ---��r--�':'- 3/4"PLYWOOD/OSB ONE SIDE OF � BLOCKING w/(6)8d COMMON NAILS PROVIDE 2 x 4 MIN SPACERS TOP&BOTTOM IF ' �^ TOP& BOTTOM OR 1/2"PLYWOOD/OSB NEEDED AT MECHANICAL UNTIL SPACES IN m-�d � ' "� EACH SIDE OF BLOCKING EACH w/(4)8d WHICH FULL BLOCKING CAN BE INSTALLED, m�o m TOE NAIL TO FLOOR MEMBERS w/(2)8d ="`�N " COMMON NAILS TOP&BOTTOM ��'V Z� D � COMMON NAILS OR 3/16"DIA. SCREWS EACH � �N�� 1., END 3moNmn � • NON-BEARING WALL FLOOR BLOCKING SPACING FOR FULL HEIGHT FOUNDATION WALLS CLEAR BACKFILL BACKFtLL TYPE HEIGHT HEIGHT (SEE S9) (SEE S9} SAND SANDY CLAY CLAY (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) 7'-4" 72" ❑ 72" �] 48" � 8'-0" 7'-0" 72" ❑ 72" ❑ 60" � 6'-0"OR LESS 72" � 72^ � �2" � 8'-4" 72" ❑ - 48" ❑ 36" � 9'-0" 8'-0" 72" ❑ 60" � 4g^ � 7'-0"OR LESS 72" ❑ 7P° � 72„ � 9'-4" 72" ❑ 36" ❑ 24" � 9'-0" 72" ❑ 48" � 36�� 10'-0" 8'-0" 72" ❑ 72" ❑ 48" � 7'-0"OR LESS 72" ❑ 72^ ❑ 72" ❑ Rev Date 2008 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS FLOOR BLOCKING SPACING TABLE CLIENT INFORMATION: C��'� State: Zip: !,, CHARLES CUDC, LLC SITE SOIL TYPE: 275 MARKET STREET, SUITE 445 SAND❑ SANDY CLAY� CIAY❑ 5201 EaStRiverRd Suite 308 MINNEAPOLIS, MN 55405 Project Number: 207.1200 � MinneapoAs,MN55427 Drawing Date: __ p1_p�_pg Te1763-577•2500 �F�one:o�2-333-o"u2G 1'rdX: I�IL-�3�-5U/� Faxio"3•57i-ii68 I Sheet: 16 of 18 � ' www.ul�eig.eom ' OO COPYRIGHT ULTEIG ENGINEERS INC.2008 3'-0"EACH WAY MIN 5'-0"EACH WAY MAX FLOOR SYSTEM BY OTHERS (DONOT PLACE GIRDERS OVER LINTEL) GRADE � � (2)#4 HORIZONTAL BARS z � �' �WINDOW WELL TOP& BOTTOt�i OF LiNTEL � �=I I 1-1 I I-. �� LADDER/ESCAPE ��' ;' �WOOD OR STEEL OPTION � #4 HORIZONTAL BARS @ -�I i=;. ,� . :• BY OTHERS) - 12"O.C.CENTERED IN WALL �I I :• '. MEANS BY OTHERS� .:..':• LAP AROUND CORNERS AND a HOOK INTO BASEMENT � z WALL EACH SIDE N z w (NONE REOUIRED IF � , o- � '� WALL BEYOND � 8"OR THICKER) . ., Z 6"MIN C.I.P. (3)#4 HORfZONTAL BARS � X CONCRETE WALL EXTEND 24"MlN PAST io Q OPENING EACH END N � . '. o #4 JERTiC%�L csARS SLOPE ao � - @ 48"O.C. CENTERED �— • . IN WALL TYP � "--i I I-1 I�=:--1 I!=-I I 1-=I I 1--i I ; � '. �- ��'--��=-��Iii�._��ir-iii== ' ' S"MIN C.I.P. . -��I I==.I�� ° • � ' CONCRETE WALL � I__ i GRANULAR x : � �� .� .' ¢ —�' MATERIAL PLACE(2)#4 VERTICAL � '' (SAND) '°.� •• BARS FULL HEIGHTw/IN 12" 00 OF OPENING EACH END ``' SLAB-ON-GRADE (1)#4 x 2'-0"DOWEL @ EACH OUTSIDE CORNER � OF WELL(5"MIN EMBED) � •• !-.�� . • '� , . "�`�-'—CONCRETE STRIP FOOTING � .. . . ,. • •.. . : . : .. . ; � SEE S4 12"WIDE x 8"THICK MIN STRIP FOOTING Rev Date 2008 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS WINDOW WELL DETAIL CLIENT INFORMATION: City: State: Zip: ` � SITE SOIL TYPE: �" CHARLES CuDD, LLC SAND❑ SANDY CLAY� CLAY� 275 t�lIARKET STREET, SUITE 445 5207 EasiRiverRd Suite 30B MINNEAPOLIS, MN 55405 ProjectNumber: 207.1200 � Minneapolis,MN55421 Drawing Date: 01-01-OS Te�763-5�1•2500 Pti�ne: n i^c-333-u02G rBX: 6�L-.3J5-5U%� `=x�E�.�,;.,,�� Sheet: 17 of 18 � www.ulteig.com OO COPYRIGHT ULTEIG ENGINEERS INC.2008 Xt/W,.0-,Ol O � � Z Q � U Q � Z w � z � z Z � � � � � m � � Q z� � � OaC `1 � W � Cjw � c�v O � � Ov C7 V W LL U U N Z ~ N � W W LL Z Q - U Z = W � p� O � Wr � � rp z � ] (�j � O J oQo 0 _ cn � p Om OZw � � wU � z � � wrc v Xi�, m m . 11�- . � � � � � � � Ow x � wZ oO � Qz w0 � a � � -�li- � amLLO � Ucn cvcncna rU3m � cn2 x� @Jw cn .• i��—'��!_� � —II —11��1� .o a ,. . . �a. : ,,. . . . � �. �, :. . IIIII o a � a� . .<.� ; . . .� q: . . : . .. . ;. .. . . . . :IIIII . � • . 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Z ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT v ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP _ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL ❑ FOUNDATfON/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � J O � � O � W � Q ti Z W � W � � d � � /�WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � W ❑CORRECT WORK&PROCEED '- ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� 249-46QQ Owner/Contractor on s'te: Inspector. White Copyllnspector's File Canary CopylSite Notice .7--/ � �� ATE TIME � CITY OF ORONO CALLED IN D.3 d� INSPECTION NOTIC SCHEDULED 1 0 �� /��O PERMIT NO.�dD�"��/��jcOMPLETED �'t �� ADDRESS S / OWNER CONT TELEPHONE NO. - � � �s�-.3s,3� � DESCRIPTION � �OOTING ❑ MECHANICA I ❑ EXCAV/GRADING/FILLING Q FRAMiNG ❑ MECHANIC L FI AL ❑ LAKESHORENVETLANDS y ❑ INSULATION ❑ WOOD BUR 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 _ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO v�, COMMENTS: � W a � � O a � O � W � Q � Z W � W � � d W�RKSATISFACTORY:PROGEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CO�/ERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. O PHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Ca�l for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor¢n,�� -��`�. Inspector. � , ��- " -- - � White Copyllnspector's File Canary Copy/Site Notice �� I C'� `—' TE TIME � CITY OF ORONO CALLED IN �� INSPECTION NOTICE SCHEDULED 3 /.�,� PERMIT NO.c�4a��o�lav COMPLETE ADDRESS U OWNER CONTR TELEPHONENO. ��/vLl '��a�' ��✓��lJl S7 � DESCRIPTION ' -�C��V'�'YLt-2J � ❑ FOOTING � M CHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS O �flVSULATION ❑ 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 _ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING ❑ FOUNDATION/REMOVAL � OW CONTRACTOR EET YOU:�YES_NO � COMMENTS: � W a � J O � � ��i�� l ov�S b�U �'� 0 � W � Q � Z W � W � � d W��IORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUiRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-46�0 , Owner/Contractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice � � � `� _ (/ DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED �- �� % PERMIT NO. 5 P p ?� f ��) COMPLETED ADDRESS__ �� Lr� �-I- 'v' l.� �L OWNER CONTR. �I'"Y�li'� IPC C "�°.l�d LEPHONE N0. � ��' " � ��- I > - DZ�Z �004- 000f�� DESCRIPTION � i� P�C-T1/ � ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING � ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS' "��/�„/ Q ❑ 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 Q ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP _ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL v ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:�YES_NO � COMMENTS: � W 0. o '�� O 17b� �G � � 0 � W � Q � Z W � W � � d W� ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑ RRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTtON REOUIRED.CALLTO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: �' , i � Inspector. White Copy/lnspector's File Canary Copy/Site Notice �J� I C•�-C/� D TE TIME � CITY OF ORONO �ED IN �<� INSPECTIO N T CE SCHEDULED 1 � PERMIT N� -"d Q '�l COMPLEfE ADDRESS 5 OWNER CONTR TELEPHONE N0. D �v� � � - O �� 3� � � � DESCRIPTION l� ❑ FOOTING p MECHANICAL RI ❑ EXCAV/GRADING/FILLING �"FRRMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE Q ❑ 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 � COMMENTS: � W a � J O �. � O � W � Q � 2 W � W � � Wy�wORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE �❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR W{LL RETURN �STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952) 249-46�� OwnerlContracto 't . Inspector. White Copyllnspecto�'s File Canary CopylSite Notice � —' � ATE TIME ✓ CITY OF ORONO CALLED IN �—,�1�P� INSPECTION N TIC 7SCHEDULED O`� � PERMIT NO. ��U vl conn ErEo ADDRESS OWNER ONTR � � S lv�0 TELEPHONE NO. ' �— �`� � DESCRIPTION — �� ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHOREM/ETLANDS y�SULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WAIL BD. ❑ 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 � OWNERICONTRACTOR TO MEET Y : ES_NO v�, COMMENTS: � W � � J O a � O � W � Q � 2 W � W � � � ��WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWiTNIN HOURS. ppHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALLTOARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. C!�J y White CopyllnspectoPs File Canary CopylSfte Notice T TIME ✓ �� CITY OF ORONO CALLED IN � �� INSPECTION NOTICE SCHEDULED PERMIT NO S=� � MPLET D ADDRESS 5 OWNER CONTR. TELEPHONE NO. � �G'��G2�L' �� S�v � DESCRIPTION ( ,�� ❑ FOOTING � MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL � ALL BD. ❑ WATER HOOK-UP �� ❑ SITE INSPECTION ❑ SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. / ❑ COMPLAINT � ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FO�LOW-UP � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � J O � �% � �� "�✓� �� C�� - � _ W � Q � Z W � W � � a � �WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITNIN HOURS. � pHOTOTAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED G INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector. f _,t � � l S White Copyllnspector's File Canary CopylSite Notice �-� � � S� � DATE TIME CITY OF ORONO CALLED IN �� INSPECTIO OTICE SCHEDULED �� `�' � ' �'C� PERMIT NO - r� � � COMPLETED ADDRESS �� -�--'V L� �" � • OWNER CONTR. ��/�`f�.S��.tc�lc�I TELEPHONE N0. IO �� - gy'� -r�� I � DESCRIPTION �l�l l �C'� i tll�'" �i �_� . �,�-� �n� � ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE Q ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE iNSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. � COMPLAINT Q ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP i ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:�YES_NO � COMMENTS: � a � �}i� �r� . !e -�- � .l/l S��4 1 l i� ►0 {" 1 ��n S �!� :��Qv Dc�C,� � �b � �� 4 � �� `�l��3r��"I�T�A�_ Q Z� r �s� �S�Q�. � Z W � W � � a W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � �CORRECT WORK,C�ALL FOR REINSPECTION TEMPORARY � BEFORE COVERIIGG PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR � INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (J52� 249-4600 OwnedContractor on site: Inspector. l� �� White Copy/lnspector's File Canary CopylSite Notice ��I I ��-- DATE � TIME � ��- ^- =`- N t� 11�I �, 1 CITY OF ORONO CALLED I —�-- INSPECTIO TICE SCHEDULED - �'C� 9 `t � �� PERMITNO�� -�L�Z�� COMPLETED � ADDRESS �-5`-� �( L, Z-�-' �� I�� — . OWNER CONTR. �^��Y I�'.� �'� vc�� TELEPHONE N0. �' � �- �t"� �7 � S C�� I � DESCRIPTION ��- .T�>��-C'=f �� l l (�� ( 6'�'Q �(.� . � ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/ ILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORENVETLANDS � ❑ 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 v ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP _ ❑ PLUMBING Rl ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL 1/ ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:�L YES_NO /1 � COMMENTS: � � � ao-ii7- 23- �Z -ooi g � � O a � O � W � � Q i�d) (`�.>{��t�2 C � '-J Z � " U W � W � � � a � � ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION �R{SRY � BEFORE COVERING PERMANENT �p/2S'/�j ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED D INSPECTIOfV REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours irt advance. �952� 249-46�� OwnerlContractor on site: Inspector. �`�. �J White Copyllnspector's File Canary CopylSite Notice c� t� �! �3 A tt� p c�'�'tin � t� � u c�s a� � .-, c� �:� �� .,. . � - � ..: • \� PREPARED �Y: � ' '�� SCHOELL �. MADSON, irvc. � � � �` � � f��, � • � ��/_ /�� % $: \ � ENGINEERS 6. SURVEYORS ' r-oR::!� ''� 50 N�NTf� AVENUE SOU7ti / \ < i--10�KINS. IJ1',NNcSOTA S��jG= � � c`�� \ � � �1�� : . . ;F � . r �e � , .� ��..�S ��f�� e � ,,`=' -��` � ��RQF�� .l •. ' �\��\S' * 1 `r � � c��(o . - . / ::,-�; � `� �\ / o f .�. ',� �� \ � + /; \7G�� ;; �,� ` �= � � o � � '' F m � p \`', _ i�. �1 � % y r7 � �� / ri F�{� . 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Io�n. � � �o �� . � . �a, —_ �,� , � � � � � P � �� ._� , -�? � s� c� �� <`,_�GCt • � Q�� `'� � ,--� � %, s3 � � ` �,�GJy �j' . � ,�`� � /, �? �,1� -� Q' . � � \<;eF'` !'i� � / � J ,��\\2 `� `� � � ' X _-i ( • < � i �S �-, � � \1hr , ��' � • �'�?�� " I hereby certify tF�at,this is a tr1,^ an.� correct rt�pr�sentati„~, � � \ ri �_0.4 ^` � ' � � - ./1.�`' � �- of a s:,rvey of th� b�un�aries c`: � � � `\ '�, ¢^�'.�o r, � � '_ ��.� � �I $ \��\ 3 �-`�. � 1 ��s� r � Lots 1i5 an� 17E�, Taylors Subdivision of S�r�n� ', ; -�� .� �_ J / �� I � h� Park Lots. ' �" � J � � '/ � ,�,o � � • _ _ � . •••�•� ••�•�:. � , And of the lo:.ation of all buildin�s, if any, therean, and all I f \ � � � '�� visible encroachments, if any, from or on said la�d. As I � �.� ,�\ � / surveyed by me, or under my dir�ct supervision, this 24th � / � ` _ I \ day of January, 1977. . . / � / /� � / � •'�O �" : ' `� ,� , ' Ci. � . . \ Oti ` . �;/ � _.��/ � , . ^ Harold E. Dahlir� � . •