The URL can be used to link to this page

Home My WebLink About2013-00858 - new structure r CITY OF ORONO i �'�""'� 275�0 KELLEY PARKWAY * � 0 1 3 — P1 0 B 5 8 * ; DA .. SUED: 09/27/2013 � ORONO,MN 55356- � � �� (952 249-4600 FAX: (952)249-4616 � I )DRESS : 2325 GLENDALE COVE LA I � : 34-118-23-33-0065 ; :GAL DESC : GLENDALE COVE i : LOT 006 BLOCK 001 ; ; ;RMIT TYPE : NEW STRUCTURE :OPERTY TYPE : RESIDENTIAL )NSTRUCTION TYPE : SINGLE FAMILY ;TIVITY : 101-SINGLE FAMILY HOUSES,DETACHED � ►LUATION : $ 373,951.69 � �TE: SEPARATE PERMITS REQUIRED:PLUMBING, MECHANICAL,FIREPLACE,WATER CONNECTION,SEWER CONNECTION, � � WN IRRIGATION,ELECTRICAL(STATE) j i � ; �TE: PRIOR TO THE START OF FRAMING, AN AS-BUIL��'f�d'NDATION SURVEY MUST BE SUBMITTED AND APPROVED BY CITY } I A STOP WORK ORDER WILL BE ISSUED. INITIAL: 6�—� � TE: AN APPROVED AS BUILT SURVEY IS REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY ISSUANCE. INITIAL: v" "—' ' I TE: BE AWARE,IN THE EVENT WEATHER OR OTHER CONDITIONS PREVENT THE COMPLETION OF AN AS-BUILT SURVEY AT � , E TIME THE CERTIFICATE OF OCCUPANCY IS REQUESTED,A TEMPORARY CERTIFICATE OF OCCUPANCY MAY BE ISSUED ; I �N RECFi$T OF A$10,000 ESCROW TO ENSURE COMPLETION OF TI�AS-BUILT SURVEY AND ALL SITE IMPROVEMENTS. TIAL:��— i � i , i I i � F APPLICANT � PERMIT FEE SCHEDITLE 2,700.75 � NYEA HOMES PLAN REVIEW 483.60 2 OLSON MEMORIAL HIGHWAY � LDEN VALLEY,MN 55427- STATE SURCHARGE(VALUATION) 186.98 � 2)741-9069 S.A.C. 2,435.00 � mesota State License#:2459 TOTAL 5,806.33 OWNER ryea Homes ;; 2 OLSON MEMORIAL HWY � ' LDEN VALLEY,MN 55422- � 3 AGREEMENT AND SWORN STATEMENT work for which this permit is issued shall be performed according to � approved plans and specifications,applicable City approvals,and the e Building Code. This permit is for only the work described and does grant permission for additional or related work which requires separate i niu. All provisions of laws and ordinances goveming this type of work I be compied with whether or not specified herein.This permit will � ire and become null and void if construction authorized is not ' �menced within 180 days of the date of issuance,or if construction is �ended for a period of 180 days at any time after work has commenced. � applicant is responsible for assuring all required inspections are j �ested in conformance with the State Building Code.This permit may be j �k�d at y time for due cause. � ; �b i ��-� �� i ermitee Signature Date Issue y Signature Date � SEPARATE PERMITS'REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. � � City of Orono � Building Permit Application 5, �D�.`� for New Structures or Additions Mailing Address: .�0� PO Box 66 Permit number: p��!�j"� Q Crystal Bay, MN 55323-006 Date received: � �3 StreetAddress:' Received by: 2750 Kelley Parkway �a • g'9 y� � � ' Plan review fee: dO/3 � �'�� 7 c,` Orono, MN 55356 t'9kFsy0�� Main: 952-259-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.rnn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: �?j�� ( � �� ,� � v �- �-�� - Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes [�-Pdb' 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. CONTRACTOR/APPLICANT INFORMATION: Name: �-O v�yr_� �o��S State License# ��(S'�] Expiration Date: Phone: cell 6� —�7�{L—�� office Mailing Address: (olt� � �s a v� e wt �✓ Cit : -c�l :� IP: � S �-2� Contact Person: � A plicant is: ctor I Home wner (Circle One� Email and/or Fax: PROPERTY OWNER INFORMATION: Name: �rov�y�� w��S Phone (day): �! -1`l( -�Dlo `� Address: '�ty: ZIP: Email and/or Fax ARCHITECT/ ENGINEER INF''" Name: � \ Phone da��`� � Adc' y� -�j�•� �/ \ ZIP: Em� �1' � � C6Cj i`'1 � . �j�'',\�� PRO, � �� l C ` " �• � 1.Typt ) Q ?� �� 1� � i� �' Sewage Disposal & � ' � � Water Supply New � � . � �� ❑ Additi� �� , `� � 'ic Sewer ❑Acces: �� •a, ❑ Reloca� ��l �' `�iv e Sewer ❑ Other. (: �v , � � � � cQ� Public Water '*Any earth � MCWD revie� ` 0 ❑ Private Well Minnehaha Cref � �(�� 18202 Minneton! � �r Deephaven, MN �� Phone: 952-471-(. Fax: 952-471-068: • � www.minnehahacre Estimated Construction Valuation (excluding land) a �-�� J O(� Packet Last Updated. 04/19/2013 Page 22 of 23 � ' 1 > STRUCTURE INFORMATION: 1. Structure Dimensions• • 1. Structure Dimensions(continued) 2.Type of Construction a. Length (ft.)= � Number of bedrooms=,�_ ood/Frame �-- b.Width (ft.)= _,� Number of garage stalls: ❑ Masonry Areas in spuare feet Attached= 3 ❑ Metal ._ ❑ Pole Bldg. c. Basement= • Detached='�� ❑ ICF d. 15`Story = • �� . �3 � ❑ On-site Prefab e. 2"d Story.= f , ❑ Off-site Prefab f. '/2 Story = ��,7� ❑ Other(please specify): g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable ❑ ❑ Permit A lication ❑ ❑ Pro osed Buildin Plans � ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form ❑ ❑ Surve meetin all re uirements ❑ ❑ Stormwater Pollution Prevention Plan ❑ ❑ Hardcover Calculation s ❑ ❑ Se tic S stem Site Evaluation Re ort ❑ ❑ Access Permit ❑ ❑ Wetland Buffer Im rovement Plan ❑ ❑ En ineered Plans for Retainin Walls 4 feet or above ❑ ❑ Minnehaha Creek Watershed District Permit s ❑ ❑ Plan Review Fee ❑ ❑ Other: APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. ApplicanYs Signature: Date: g 1 2�(/� Owner's Signature: Date: Packet Last Updated: 04✓19/2013 Page 23 of 23 � � � PLAN REVIEW CHECFCLIST FOR NEW STRUCTURES / ADDITIONS Address/Permit Number: �3 �s G-c �.�,�-� c� ' Description of work: { v�W � � � Septic review by: Date Approved:_�`��`�� Zoning review by: +Q Date Approved: `� � �3 Building review by: � Date Approved: `� ' � - ► � �� Grading review by: . Date Approved: `� °� i Zoning District: QU. Zoning File#: Reso#: Reso Date: Zoning: Lot Area: SF/AC Width: Lot Coverage: SF _% Survey Submitted: Yes 0 No Date of Survey: ��a� ' �3 Revised date(?): �roposed Setbacks: Front�) Rear(S t) ( N S Q W ) ( N S E � Other Buildings Wetland � Side Side � �' 10' 2-O ---� . F � 4Q�l.1 �'I'0.�� i�fined Height: Peak Height: `"4`� FFE: I r�;�`z ,�, FFE minus 6 feet= '��:'s�.2-- (Existing Contour) Perimeter(linear feet) = 50% _ �t�F•� #of Stories. �- Ok?�YES FOR A BUII.DING WITH A BASEMENT'OR{CRAWL' ', ,}��) � SPACE: � ��,1�� 1�d ,� �{, � � � The distance between the lowest FOR A BUILDING ON A SLAB FOUNDATION: �+ ` I START WITH proposed floor(of the basement or crawl ��t�;,,.�' space)and the highest point of the roof. START WITH The distance between the top of slab and If you have a... the highest point of the roof. If you have a... • GABLE OR HIPPED ROOF(no . GABLE OR HIPPED ROOF(no windows): Subtract half the windows): Subtract half the distance distance between the highest point between the highest point of the roof of the roof to the low point of the to the low point of the corresponding SUBTRACTION corresponding gable or hipped roof SUBTRACTION gable or hipped roof G,,1� (BASED ON ROOF . GABLE OR HIPPED ROOF(with (BASED ON . GABLE OR HIP?ED ROOF(with TYPE) windows): Subtract half the ROOF TYPE) windows): Subtract half the distance distance between the top of the between the top of the highest highest window and the highest window and the highest point of the point of the roof roof ' • ALL OTHER ROOF TYPES(flat, • ALL OTHER ROOF TYPES(flat, mansard,etc):No subtraction. mansard,etc:No subtraction. ADDITION Add the distance between the top of slab 1 SUBTRACTION Subtract the distance between the (BASED ON and the highest existing grade adjacent to � � , (BASED ON EXISTING basemenUcrawl space floor and the EXISTING the foundation. GRADES) highest existing grade adjacent to the GRADES `�,r.Q�,1 foundation OR 10 feet(whichever is less). EQUALS Defined building height bUV� EQUALS Defined building height ��J � Shoreland District MCWD Permit Received Avera e Lakeshore Setback Met? Bluff 0 Yes 0 No � N/A � Yes No C3`�Yes � No � Yes 0 No �N/A .° Permit Number. Setback: Stormwater Quality Existing Proposed Variance Required CUP Required Overlay District Tier Hardcover Hardcover � Yes No 0 Yes No � O ��.�� TYPe(S)� TYPe(S)� Updated: January 2013 �� a v:\forms\plan review checklist 2013.docx 4 ;,> � �.._� ��Y ., t� � � REMARKS (in-house): Fees to be Charged YES NO Permit Plan Review ✓ State Surcharge ' " `` Investigation Fee SAC— Number af SAC`Units Other(specify) Square Foota e $per S uare Foota e Basement � p X � (� .SO = $ Z 3 595.00 15tFloor N � X .2 = $ �3t��o Zt .�{3 2nd Floo� 2� Z X ��, 2 = $ � (o OS`l.'L b Garage `�Oc� X 3 .0� _ $ 3y,2��.00 Estimated Construction Value: $ 31'�9 s i-`9 Orono Inspections Ftequired Wora:Req�iring Separate Permits Required State Permits � Site �'Plumbing 0 Grading/ Filling � Well 0 Hardcover Removal ,H'Mechanical � Fire f�l' Electrical �Footing 0 Septic ,� Water Connection p'Poured Wall � Fireplace .B�Sewer Connection ,0" Foundation Survey � Masonry H�Lawn Irrigation �' Radon Rock Bed �Mfg. �' Framing � Other(specify) �" Insulation �'As-Built Survey ,0' Final , 0 Wetland Buffer � Other (specify) REMARKS (in-house): _ _ Other Review: Reviewed by: Date Approved: Access: Existing: � YES � NO New: � YES � NO OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED , � Updated: January 2013 v:\forms\plan review checklist 2013.docx � � � / Jesse Struve From: Jesse Struve Sent: Tuesday, September 03, 2013 4:34 PM To: Melanie Curtis Cc: Christine Mattson Subject: 20130903 2325 Glendale Cove#13-00855 Melanie, i have reviewed the survey for the proposed house at 2325 Giendale Cove and have the following concerns: 1. The survey should show proposed erosion control (silt fence)around the house. 2. The proposed retaining walls should have top of wall (TW)and bottom of wall (BW) shown on the survey. Any retaining walls which exceed 4' or any tiered walls exceeding 4'and not separated by more than 2x the height of the taller wall need to have a plans and specifications signed by a registered professional engineer. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952)249-4661-Direct (952) 249-4616- Fax �, www.ci.orono.mn.us 1 , , � � ;006 11 :40AM Mai 1 EDINA REALTY TITLE CLAIMS N0, 2964 P. 14/59 � • progtam for 41c,�udaic Cove". I0. T a�*► ^� 8� CAnaexvatio I�Sign. The appz�ved landscapmg Plan att�c3�ec3 to this Agxee�ne�nt as�xhibit A s�.all be a�i�tly adhered ta,with Yhe fvllowing canditiana: a) �ndsc�p�ng of the site shall be as sh�wn th�approved Landsoage P1az�. b) Tl�e �.etter of' (�icdit rec�uixed h�rcin shall iac2uds an amount for thc rr,�uired i�ndscaping, and suah amount sh�lI be retained uni� c�,gle;tion of o�at full growing season after plantmg, c) Tha Devclapex s�iall adheae to the Conservation D�s�tga �del.i�s and plan. cstabliehed i� the the "EEc�lo�oal l�estora#ion & M�geao,eat Pm�re�xt £ar (3Xendalc Cove" b�► AES, Inc. Developer shall establish covem,ants rcquiring pe�.t Homeownec.Associatioa ma#x�te�aartce of t6s ele,m,ents of said p1an. . 11. a��- -�`-�'treeL Ll �11�. A monu�nt aig� may bc provided by the devclope�r at �he entxaace ta thc I�'CJD develop��#site within Qutlot B. The signage shell he�nnited to a dwelopmcs�t name andlar ].ogo on thc monumemt si�n. Fival. desi�nlm�terials of monument signa�e sb�ail be subject to appmval by the Cit9 Count'.il. 5treet �i$t�ng if propo�d�hall be coordina#ed wit�t the Public'W'orks D�arime:nt wJ�h re�cls to location �nd style of Iightiag. 12. Buildi� D�.��n and Co� All bu�din�s an the RPUD property shall be cos�sbru�bed a�oorditag to �ans vvhich�all $rst be certified by t�e Planning�ecCor as bei�g in confarmity with�lie Ri'UD D�sstr�ct�andard�,wit�the followi�g exce�tlons: a) Rec��uired Prinaipel s�xvature satbaaks(see apgroved p18na): �'ront �v�r L�t Side Ri�ht Szdt Qther Vi�efland Buffe�r Lot 3 3Q' 30' 15' 10' - - Lat 4 30' 30' 10' IO' - T1ot 5 3Q' 30' 10' l�0' E.sid�: i5' 20' Lot 6 3U' 30' 10' 1Q' W.sidc: 15' 20' Lot 7 30' 3Q' 10' 1D' '0��1$nd:4S' - Lot 8 30' 30' 10' i0' Watland�45' 20' Lot 9 30' 30' 1Q' 10' - 2�' Lot 14 34' 3U' 10' SQ' Wetlanr�35' - �) Adda#onal str�ct�nre ioc�ion and de�standards: Setback to"W�Uow I7rive �a'�' M�tx�um buil ' hei, 30' &2-112 stanes - �Yaor Area�teo*�` 0.4 Page 4 of 13 Deveioper Initia� ��'�' City Clark Inzi�ial� REVISIONS LEGEND � O DENOTES SANITARY MANHOLE 30 15 0 15 30 60 � DENOTES HVDRANT � DENOTES CATCH BASIN SCALE M FEET / � � � � DENOTESSTORM MANHOLE / / � A Ov�' `��• \ Q DENOTES STORM APRON � V � I �N�� I O DENOTES IRON MONUMENT � g � 004.4 Z a x 000.0 DENOTES EXISTING ELEVATION NORTH �\ �' ` as9 4 I (000.0� DENOTES PROPOSED ELEVATION F- °i � \ S2 O��5(n 1004.`J�� 6006.4 f DENOTES DIRECTION OF SURFACE ORAINAGE � � �6 F�1�qO$4.8 � DENOTES SANITARY SEWER SERVICE ELEVATION v � _ _ \ �O��,`' � �NB � S � � Ep — 004 9 +++y..11ppp�000555,,, PI DENOTES PWE TREE ASH DENOTES ASH TREE � 0 5.0 �0 5�� \� w i ^ 1 ('tit,��M�l2h� \ `'` NB DENOTES CABLE N BOX TB DENOTES TELEPHONE BOX m � �� 5'�� s� � 1�f �wier��-ra�,x�;s � 3 � I C 1 / � '090 �-- --- w < \ rL^j` / 006.� �pp5,p � - DENOTES EXISTING CON70UR DENOTES PROPOSED CONTOUR � � � \ �� F RLS = i � I � �c�5� .l;' ��o . .q�oos.o � / NOTES: � o \ �� '�� . ;� �' TB � 1.)EXISTING UTIIITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAV ONLY. Q,v� � �� 1�� 5 � THE CONTRACTOR SHALL�ETERMINE THE EXACT LOCATION OF ANV AND (n�o �3 0 o Tp�� O I I � � ALl EXISTING U7IUTIES BEFORE COMMENCING WORK. HE AGREES TO BE I . Z �Op ! �W / FULLV RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS µ \ `r/ �J 0„��?5 � ?'� N 1 ��Q A6 n � F AI LURE TO EXACTLV LOCATE AND PRESERVE ANY AND ALL EXISTING e � � ��POSED �2.0 �o �op �Gf��/ UTILITIES. - IJ ro ?3pg�kO�T o ,I N �6` /� / � 2.)MUST MAINTAIN A MINIMUM 2%SLOPE GRADIENT TO ACCOMMODATE ; / ��\ — ��f�CqNE<f ry � � o // /��/�� POSITIVE DRAINAGE. / ZD� ��,5,�,�� f �---� /� � 3.)ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF A FOOT AND p�� L \ �. \ CAN BE USED AS BENCHMARKS. �s. o N o4zriooz ' �iooaa� !/�,�,"",;a;�i o � \o � ti , J-f6o 9' �. ,y.. '�✓ 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLV AND DOES 0 -- ��9�0 DEC,{-� �-�� .� OD �/� y' NOT PURPORT TO SHOW EXACTLV HOW THE DRNEWAV SHALL BE BUILT. W � � — ��Rq�� g47_8 '� �I ————_�� 5.)A TITLE OPINION WAS NOT FURNISHED TO THE SURVEYOR. � w z O � W 4cF � . � _'�9978 ? m Q- 6.)PROPOSED GRADES SHOWN ADJACENT TO BUILDING FOUNDATION � � � w o °n<��y, �_ _ 9 -Zgg6 A REFERS TO TOP OF BLACK DIRT. � �O O � 6 F i�e�oo � O 4�f�yE.NT C / A � N——��\J�� 7.)BENCHMARK: � � = w O (� p � MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIDEWALK IN F Q Q o p Z \_ '994�7 m o SOUTHEAST CORNER OF WILLOW DRNE Q w } W p U � 994.8 ELEVATION=1012.81 (NAVD88) LL a Z N O RL�1'753—.994.5 H � n � N89'21'00"W 167.25 •994.5 � � � U 1 HEREBV CERTIFV THAT THIS IS A TRUE AND CORRECT REPRESENTATION W OF A SURVEY OF THE BOUNDARIES OF: U I'f<<>I'(�S I 1� f-1.k:�V A I I O N S /��1 I.) LOT 6,BLOCK 1,GLENDALE COVE,ACCORDING TO THE RECORDED PLAT C KAI�F� UFf'f-ND ON HLI.[� THEREOF,HENNEPINCOUNTY,MINNESOTA DEVELOPMENT PLAN DATA-WO INf Oh'Mf\11�>N AND MAY CIiAN<�E` ANDTHEPROPOSEDBUILDINGTOBECONSTRUCTEDANDOTHER IMPROVEMENTS AS PROVIDED TO ME THIS 29 DAV OF SEPTEMBER,2071. DRAW/CHECK GARAGE FLOOR ELEVATION = MNK/DBP BASEMENTFLOOR ELEVATION = DATE '"A" PLACE_MEN�T SKETCH ��Nl Y 07-31-13 FOR I3UILDE-RS REVIEW 08-01 - l "i eooNAnce JOB NO. PROPOSED ELEVATIONS SETBACKS David B.Pemberton,Licensed Land Surveyor 37202-138 PROPOSED GARAGE FLOOR ELEVATION = MIN.FRONT VARD SETBACK=30' PROPOSED TOP OF FOUNDATION ELEVATION= MIN.SIDE VAR�SETBACK=10',10' Mlflfl@Sofe LICBf1S0 NO.40344 DWG.NAME CERT 3'1202-138 PROPOSED PASEMENT FLOOR ELEVATION = MIN.REAR YARD SETBACK=30' � � r� r �� New Construction Energy Code Compliance Certificate 1'er N 1 f O1.R 13uilding Cediticaie.A building cenilicTte sliall be posted in a pennanently visible]ocation inside I�am Ceraficmc rosica thc E�uilding. 'Elie ceriilicxte sliall be completed by ilie buitder ntid st�ati list infonntuion und v�lues of conipoitentslistccfin'E'aUIcN1101.8. $�8��3 Plaee your - 1Nailiug AJJ�rsx oF Ihc ITvelling or Uu�eping Unit �,��Y logo here 2325 GLENDALE COVE LN ORONO Namcof Residenlial Conlraclor MN Litcnu Numhce GONYEA N�MES 2459 Cummuairy" Plan ID HEF2MAL ENVELOPE RADON SYSTEM Type:Check All That Apply X Passivc(No I%an) �-. o � c a� v F � �, ` Actrve(A'itlr fan arid n�oit�ir�eferor _ � >, Ot3�cr Sysle��r trro»itormg deriCe) -o <d U � .— O y � ' N ^" ^ .� � Q � t�C U � � � 7 � V y 'O C � O m Q� O � � a U� Insulation Location � � � � � " b cC ' U O W � 5 � _ � � � � c �o v E-� � z w w w° a � cG � Other Please Describe Hcre IScluw Entirc Slab X FoundationWall R-�J X �ypeiniocation:exterior Pcrimetcr of Slab ort Gradc , X Rim Joist(�ound:lfion) R-�� X 7ype in Iocalion: intenor RimJoist.{1"�f�loor+) R-�� 7ypeinioceNon,interiot w'�� R-19 X cesi��K.n�c R-44' X Cciliug,vx�dted FZ-3Q X Bay Windows or cantilevered areas R-$fl; X I3onus room m�cr�arngc R-38 X llcscribe othcr insulafcd flrcas Windows 8 Doors Heating ar Cooling Ducts Oufside tondilioned Spaces Averuge U-Factor(exch�des skyligH�s arrd om door}U; 27-31 Nol applicable,all ducts located in conditioned space Solar I(eat Gain Coeflicicnt(SHGC): 25-.29 2-value MECHANICAL SY5TEMS Make-up Air Selec!a 7yne Applianees Hzatin�System pomestic Water Heatcr Coolins System x Not required per mecli.codc Fv�ta�r�� Nat. Gas Electric R-414A rass�ve A7anufactarcr B ant Rheem B aRt Powered lnlerlocked with exhaust device. �1oa�i 912SB048100S2182Va2-2 ANA93042 ��s�«�e: Inpw in 1 pp,QQ6 Capacity in � Outpat in 3.5 Other,describe: RNYing or Sire [i7'US: Gallons: Tons: Hea�Loss� 79,234 lteat 27,'37$ Location of duct or system: Structurc's�»Iculated G�in.' Arur oT g2 sLCR: 13 FISPIiOa Cnlculaied 40,382 crr�«�� cooliu load: Cfin's "round duct OR Mechanical Ventilafion Sysfem "mctal duct Describe any addiUonal or corobined heating or cooling systems if installed:(c.g.two fiimaces or air Combusfion Air Select a Type source heat pump wiUi gas back-up turnace): x Not required per mech.code Select Type Passivc x HeaF Recover Ventilator(HRV) Capacity in cfms: L.ow: t20 High I50 Other,descrihe: I:ncrgy Recovcr Ventilator(GRV}Capacity in cfms: (.ow: ]iigh: I�cation of duct or system: Continuous cxhausling fan(s)rated capacity in cfins: fUf(laC(?fOOfl'1 Locafian o£fan(s),describe: Cfin's Capacity continuous ventilation rate in cfins: "round duct OR Tolal ventilation(intcrmittent+continuous)rate in cfins: 2S0 "metal duct ti ` t ` ;..........._.__...... .__._._..._._......_.. _.. .._..._ __..._ ... ................ .._............. ..... .. . ..... .... .__.. ..... .___...._ .._ _. . , .. ... .... ..__..._. .._..................................._......_... I I 1 � � � � � � � � i i ' � i , ; i � � ; i ' i � � Gonyea - 2325 GLENDALE COVE LN, ORONO � 3 HVAC Load Calculations ; I for ` � Gonyea Homes i i � . ( � I t � i � i � Prepared By: Sabre Plumbing And Heating � � I 7hutsday,August O8,2013 i Rhvac is an ACCA approved Manual J and Manual D computer program. i Caiculations are pertormed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. � , � � . , l ....._ . .. ._ .....--- -_....... 1 � r �'�vVac �,es� ential'��.'�h;��P�me�rc�al��/�G 4�a�dg �;5.��,,az�,"�;�, ",,,� h�„� �,r � �.��;x' � ��te;�oft�,are,,U�vel,o�men�,_tn�` '»��n �l� �„�p Ev •i'�]('/��?t � �',� a � S r� �c . �{/p � �j (�y� }a.e /'� „+�ryi ��a., R.�- �V��,`�'.4Lr�^�,�Tx'w7 yxJ� r`�.,�*�i��l.T".'2 1 T:� ', '(-�.y.S�1�.S�t.� if"c'i .1'.�k�..�-�)w .na�1r5�,3. ��J�T�2'��Z/�.��lCR'1�nT�Y��•✓��-. <��;;,, M��1 ' -� �r . �-�' t � �f�. 3�"�L �;e f . .�_�'�` z� - 3�'�`�'.'''y"� s$.a - �:1 � a �� t t ,, aL �U�h rvull.rJ�� '"C.,.�u., a�'�m. ' �� .�-- �-.u3.�,_i!�� ;� a . y�t..1`� i,.1,'.:'.:t'�i„��.`,�kf%ca,,,3,:5''�`.�..'„_ �'. 7��' .y lx-r rf''4� ;�.,�TT\.`P��.>�i. ' .." ' .._.. __ .. , .�- _ _ . . ......... _ . ,..,. I , ._ �Pro�ect Report , : _ _ j' .�_. ._._.___ _ _ ---- -.__ -- - ---- -- � :x"','�'s'�'.'.-,. R_.. .:.. . �m�,,m. _:, -w-.-�'x ti+�.:�� `-.^.- ^a�>�_;•-•.,:;,.,ats•'q� .:�'x:�.s' - "''.,,,r.. �?'�t'"3.„r,£" %.�. _�'`�n., z�^ .a.ti`a -3, e<;�_ •;�r. �;� v�:ny' _.�.� ....� .lro.. I � ..�.;."�`;a.��:.;;�:w�.�._.;x3n, f.w w� .,.�� -r. �", � -.e x i_ .;.c�:�>i�, x� ,�•.. ;�., . �..,:,.-.. „„.: '� ��li�' � �l$ t.. f•!:I ��':s c`�y:,�i4i y .:1�$:da- ��, ~�.�- -�. _ �'�,z t�k� F�,�`4P .'S 'isa::.... •.;c?�tP*..:5�1c,,. �, ar�;::� ��_,.�� ..��.�y�,. ��. :� ,� • . � ��.,. �� .,..�.�,��.��s ��:zs�-�-� `��...e�.,>.:.r��:; ��:-.�- r��., �.�e,��..�..._.:...��_.=.-�_�, ��'. r.,� Project Title: Gonyea- 2325 GLENDALE COVE LN, ORONO Project Date: Thursday,Augusf 08, 2013 Client Name: Gonyea Homes Company Name: Sabre Plumbing And Meating ..�..!4"'ni�yCi�e'%u�—..j.'.^•".O: 'J,'r';ati+"H.�++ 2p%S` S^F r"$,�.,:T.T"-S a.�' �k'u� '�G^"-c .Y'>4.i. ^��`v^c'..''.•.r .^S+h.-�;+.�:y;. �' 'y'G � ... . �J, {' . b �;��,�r/,. �X'C��„52`Pr' 't:f �`'B�'�4��fi��'��'u`��.�:'�`��tan��zz��;'k'y3;i;, 1 ' ��'+�"""�l'''." '�:� � ��T'. :;�,i 'Zy �tC",3rr.�s,',�;:Y,��.�' 4s �x� n. �-o k �. '�.�`i.'$.0 .. S� ,�i'L -. . a�,s -= ,.ce....�"S'i.2'�'$�s � �1��.r- ^�as,.ci�cl�.��.� ��.^.� -....��isua. ~��.�3-�. �! Reference City: Minneapolis, Minnesota ; Building Orientatian: Front door faces North i Daily Temperature Range: Medium � Latitude: 44 Degrees ; Elevation: 834 ft. � Altitude Factor: 0.970 Outdoor Outdoor Outdoor lndoor Indoor Grains ' D� Bulb Wet Bulb Re1.Hum Rel.Num Drv Bulb Difference ' Winter: -15 -15.33 80% n/a 72 n/a � � Summer: 88 73 50% 50% 75 35 � ^--^^��. . . :xy"3-�. .. . ,.,, ,... �fi$�-'�+n-6. s�-� ,�. ^�^�.r�^+` -sp :n...,.,:,,...;,. � r i �3'}.;�'{, F� ,�a ,1`� C'� 'st%: t ['.� y, � l'•r++�'Y'`_. e. 4 .l:e�-. ,� �r".w�r"-..� I � ��' � � � �Y+��.�z" , � t�,� .�-�- `' �. ' '""S J R� �a' �[a w,�s. 1.�.M'!J�`+.,'�.�,'n��y�i��_':ti�,��b.'+t �y,'*�-.tiy�ura m��R-��1'5;,�^Lt'A�' �T��_ rl. '�°� � ��'iH*` ''"1��..�. �1,. S:: �iL C� ° e.r....-�'��k..;�mS'.i`h"o.�...``�'~ °u �i, .��..��u�:l�l.f..`.s:3�?:��:?liiS"�V�#�.�'.+�'+�_�'`ti''.L-�.�i Total Building Supply CFM: '{,242 CFM Per Square ft.: 0.253 Square ft. of Room Area: 4,916 Square ft. Per Tfln: 1,461 � Volume(ft')of Cond. Space: 42,206 � �;��'!.: C' ^�''F�"'�w,b '�^�•.py{�tbz°��l-.�.�', .' s.: . ., �.Pf L�'.?.5..`��.'' J..y, � ��Y.Xa'„��'.:,y„�L � -. ' , ; . a. ' -. '; S+ '�•l.l:.s......�;::';':�Y,�..-'-` :�>., t A'��.`a .,�, r . ..,.:ra'3.-�S;o.rs.i.�� ., . '-�' et;�',..'„��.'�^s�>�„v�'°.�-,,,,�,�,�;�.,`a�'�,.,,,v"��•"'�� %';,,"..�"„...�i ��' I Total Heating Required Including Ventilation Air: � 79>294 Btuh 79.294 M8H � Total Sensible Gain: 27,378 Btuh 68 0� ' � Total Latent Gain: 13,005 Btuh 32 % ; � Total CooEing Required Including Ventilation Air: 40,382 Btuh 3.37 Tons(Based 4n Sensible+ Lateni) � f .� . � �,. �' ,• a � ..-...F, ��=r = �Rhvac is an ACCA approved Manual J and Martuaf D computer program. � � ' Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit#hat meets both sensibJe and latent loads according to the manufacturer's perFormance data at j your design condi#ions. � � I � I � i � � � � � C:lrhvac projectslGONYEA-2325 GLENDALE COVE LN, ORONO,rh9 Thursday,August 08,2013, 1:48 PM z � . . .. ... . .� ... .._. .. ... . .. .. ... .... . ... . . . . . i ;�hY�a R��9pent��l.8��-��h��mm+er��a1�#i1l{��.��ds E ��;.`x�t{,�<<s ;, �,�>{ � , , � sn�� ti�aa�S�fEw�l��ev��b`pr�t�l�� S�k�r:e�'�u�bi�g&H'��n� :s� , , � �, �, , � }� �, �.��Y��32��-�A��-��'��QR��O Tt {�,��A�'�y �S�] a � � � r �. n <,4"k �Y �� . b > �1 Y�� E.��2 � 2 Y hi h C :�.�'* � . €..��1�1�7NII�I�i1Sl`t�ns...�"� � fi. N7..'.��.a5'a.LY __.�. .��.�.M�. ��"\ ..WV S..)..h �'C`.� S'S�'j�' ��fi�S §�x'^' . G f1-5$.4l�,t �7��q'�. � t^_ ..r._. .�_•_---• .._--� .,..., . .,,..., ... _ . _ ` . . . . . _ . :. �� _.: ... .''. �. ' : 4 . ., � �Load Prevtew Repon� .,_�.v::� �__::.::w .. .::�- ----- -- .------------...__..:._..:__. - - ------- - _.__.�_._ ___._. _......._............ , � Netf h? � Sen Lat Nef Sen HYS� �S A� Duct ! Scope 7on ITonI Areai Gain Gain Gain Loss CFM CFM CFM S�e I i ._...._-----_.____._._.__......_.�_._____.__.___.._...�.____...._..._.W____,�._._._.,_L.—__.�___.._.,__�__._..__.?.._r..._._._. ._�.._.__._.__..__�._._.�. __._._._._�_._ Building 3.37 1,461 4,916: 27,378: 13,005 40 362 79 284: 983 1,242. 1,242' _. � System 3 3.37 1,4G1; 4,9'E6 27,378: 13,005 40,382 79 294 983 1`242; 7,242 12x17 � _.. . . . . . _ . � , Ventilation ; 877; 3,&66 4,543: 5,868; ! � _ ... : ! Duct Latent 5,277 5,277 ` ; � Zo�io 1 , 4,916 26,501 4,062 30.5fi3; 7J.426; 983 1;;2�12; 1,242 12x17 � � 1-Basement ; ; 1,441: 3,388 860 4,248; 22,113; 296 !1�a9' 159.' 2-5 , I 2-Main Fioor 1 441; 11,691, 996 72,687- 25,217: 338 >548' S48: 5-� i3-UpperFloor 2,034i 11,a21. 2,206 13,627; 26,09& 349 ��a35`' S35 S-� � i i � i ; I i i i I I I �i I i � � I j ! 1 I I f i � i i � f i i I i i ! .......__. .....__�___.._. _........... ._._.,.-..._.. ... ... .. . . .,_..... ... . ...._...._............._._._............__.._..._.._._.,.._.... .._�.......... ..........._.....,.. . .,....,... ......� C:lfivac projects\GONYEA-2325 GLENDALE C�VE LN, ORONO.rh9 Thursday,August 08,2013, 1:48 PM � • I • 'f�2hvac�� den�tal$�;i9� � r��ne� ial'� C o �1 � � k �.� .:,�,.� , -� .�� 9 �= � �,., `` �. � ' �. ,.�� w. i� `� "' }ti�`�J�p�b��!++i��`��'��t�P��nc' I ,��b�,a �]m�a�{��,n�y� �� , r . .�>� r � a ��, �� -.� � ,�'y, /± �+ , �y y,� �t � �.y..tn.�.s;5.a�y�5,_y,_�sA�yct,..0�,�,� .c�7.�a1'?y'��.._�� ry�ea �t?.` � � �fi:��. � t„"'"��47 . �3 X y....��jl�BQ� s�i7�sr1;3� L".'��i1��-[�}��.,�i�l��, i i s, j;�.y��Q�ll�_},lrAl�l��i7'?7��\�i. : r�`.. +.\�S„ �`�-w�. C�'� .�.:��i-• x �". �..z�c.}� �r.. '' s'��t sr r� t�A�[} oD .'_^., ,,.-`y 'G.. �'s-. c ck �... � .� i5 � f • ....,a:,�.�.,.-.�_ „�. i. ,�.^.�:,s .._. .�...'s..r::.,:...-m�?:,� -ds_� „7t�„_,.e_.sl:��.i?�. 's`...�...v��_-.a:._:._,_...,$y��. � . .. ; . ..,� _.� .., _ ._ . ... •� , . . I = To#at Burlding Sumrn�Loads _ _. �; �._ _ . (' ,r'� �c� a xr,rvac�� .-�-Fn'T�, x.�zz� ��. '<.r�e r �z,h, '�"'�',"'r� r: *s^�. r -� u � {:��r 5. � "o�''h�"i�roa v'� 3nx .a'2 c. Sw r• �:.,�. � �. �s `c'xx.'s'^".-, ��n� i [[;;�.� „�r�.,:��`r�-" _a'��'i-�:r�?e'��;,.��•,7�.�'�s��'S w*,'��a��'��.•'��r7��'�. �;�. `�r`'�a. �;,-�.��i��:§� ��.'d :�� .t� �+:,i3""�� ?��: ( C�:��Q ?Li�� '�`��xfi��`�'`��f��zS��v��'��c;:'.ss` ��.��'• ' .�.y.�a'�i �'�qSnF`,�'t�p�, ��iS:`�.a�`� '�3'4^''��j^''9y`�s I ^Si",'.h., �K..s��4i s,.3.?'$. �C'`�.S`%✓�.t�'��f°rt ^S�c .�' 'w�"S"e � t ij`•.,,.%l..;c..'7y,•'F. � .:;y.ae i'v! .�X'�` . . .�:��'u?'`£`�'�g,/:z4:.Li:Sv�;i��h�i._P..�1,70�° i ; New const.26: Glazing-NEW CONTSTRUCTION 601 16,201 0 $,973 8,973 � � WINDOW, u-value 0.31, SHGC 0,26 � 11 P: Door-Meta!-Polyurethane Core 40.6 1,d25 0 282 282 � 1560-10sf-2: Wafl-Basement, , R-10 board insulation to 946.9 6,412 0 565 565 � floor, no interior finish, 2'floor depth i 12E-Osw:Walf-Frame, R-19 insufation in 2 x 6 stud 2599.1 15,377 0 2,723 2,723 � ; cavity, no board insulation, siding finish,wood studs ? � 1560-8sf-6:Wall-Basement, , R-8 board insulation to 108 663 0 36 36 ; floor, no interior finish, 6'#loor depth 16CR-50: Roof/Ceiling-UnderAttic with Insufation on Attic 2034 3,539 0 1,546 1,546 ! Floor(also use for Knee Walls and Partition ; Ceilings),Vented Attic with Radiant Bamer, Dark i Asphalt Shingles or Dark Metal, Tar and Gravel or i Membrane, R-50 insulation � 21A-20: Floor-Basement, Concrete slab, any thickness, 2 144Q.8 3,384 0 0 p or more feet below grade, no insulation befow floor, E any flvor cover, shortesf side of floor slab is 20'wide 20P-19: Floor-Over open crawl space or garage, Passive, 62 27p 0 25 25 R-19 bfanket insulation,any cover __. _ . Subtotals for structure: 46,871 0 14,150 14,150 Peaple: 5 1,150 1,50Q 2,650 , Equipment: 0 1,200 'E,200 ,1 Lighting: 0 0 p i Ductwork: 3,868 5,277 806 6,082 F Infiltration:Winter CFM:244, Summer CFM: 125 22,687 2,912 1,740 4,652 k Ventilation: Winter CFM: 158,Summer CFM: i 58 5,868 3,666 877 4,543 � ' Exhaust:Winter CFM: 158, Summer CFM: 158 AED Excursion: 0 0 7,105 7,105 _ . ... . _ Total Building Load Totals: 79,294 13,005 27,378 40,382 : �. '•.,... . . .." � ss' a; ^ . . , , , � 5` '^�" ay�`.�,. ..�'��`iy3_y:,Y. Total Building Supply CFM: � 1,242 CFM Per Square ft.: 0.253 Square ft. of Room Area: 4,996 Square ft. Per 7on: 9,461 Vol�me(ft')of Cond_ Space: 42,206 , . . � �- , rw . . � -, � � .::.� �„ �- 7otal Heating Required Including Ventilation Air: 79,294 Btuh 79.294 MBH \� , ; Tota!Sensible Gain: 27,378 Btuh 68 % � Total Latent Gain: 13,005 Btuh 32 % � Total Cooling Required Including Ventilation Air: 40,382 Btuh 3.37 Tons(Based On Sensible+ Latent} i � w ;� � Rhvac is an ACCA approved Manual J and Manual�computer program. � � � Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. � Be sure ta select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. � i l � _._.... �..�...._ _....._ ___.._ _ .._..... . _-- C:lrhvac projectslGONYEA-2325 GLENDALE COVE LN, ORONO.rh9 Thursday,August 08, 2013, 1:48 PM � � � �Voigt & Associates, Inc. � STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 EAGAN,MN 55122 - PH. (651)686-7727 FAX(651)686-8444 Jon Connolly August 13,2013 Gonyea Homes 6102 Olson Memorial Highway Golden Valley,MN 55422 763-432-4507 jon@gonyeahomes.com RE: Hoehn Residence at 2325 Glaendale Cove Lane,Orono,MN Dear Mr.Pederson: Per your request, I examined the main level front wall of the address above for compliance with the Minnesota State Building Code(2006 IRC)bracing requirements. Your plan notes that you will be sheathing the entire exterior of the building with OSB (method 3)permitting the use of R60210.5 Continuous wood structural panel sheathing. Please note IRC Figure R602.10.5 Typical Exterior Corner Nailing....Stud to Stud Nailing required for the continuous method. The continuous method permits effective wall lengths as short as 27"for a 9' ceiling adjacent to a window opening. . The attached sheet,BP1, indicates the locations of braced wall segments for the front elevation of the main level of this house and the location of portal frames. See detail S 1. Additionally,per your request,I examined the stairwell wall on the plan you sent to me for the home at the above address. See Detail T1. A basic assumption of IRC bracing is that the rest of the structure is properly constructed and connected per the appropriate section of the code. The information and opinions contained herein are based upon the limited investigation described at the beginning of this report.No warranties are expressed or implied regarding the existence of o[her unknown conditions not specifically addressed. Our work is in accordance with generally accepted engineering standards and is not intended to be relied upon or transferred to individuals other than the addressee. Should information or conditions become known which differ from the discussion herein, they may alter the opinions or conclusions of the undersigned. Please call if you have any questions. Sincerely, P�. w� c� . I Hereby Certify That This Plan, Specification,Or Report Was Prepared By Me Or Under My Direct Supervision And That I Am A Duly Licensed Engineer Under The Laws Of The State Of Minnesota. Paul W. Voigt Date 8/13/13 License Number 20705 1RlIS5E5 ABOVE NOT SMOMM FOR CLMI?Y OOUBI.E TOP PUIE itPICAL WALL FRANINC (CWPPLE SNDS)AND 3H�nunc�eove Heno�. FASTEN SHEA7HINC TO HEADER WI7H 8d COMMON NNLS IN 3'CPoD PATIERN 2 PLY-1 3/4'X 11 7/8'ARNIAN�1 MEADER - SEE PLAN AS SHONN AND 3'O.C.IN ALL FFtMqNG(SNDS ANO �� LS)(TYP.) FASIEN PUiE TO HEADER WIT1 7MI0 ROWS OF 18D 1000 l8.HEADER-T0.JAqC-SND 4NKER NAllS O 3'OC� S7RAP ON BO7H 90ES OF OPENINC Typ (T1P.) (INSTALL ON BApCS�E 9MPSON LSTA24.LSTAJO.lSTA36 OR MMI. (2)7RIMMERS X< eaurvuEn� �(2)aHc sivo � � Mm. (2)z'x a•(Tra.)- v�Fv o i� W/W�TM�� 24' MIN. 16'-0' +I- (FlNISHED WIDTH - VERIFY) 24'MIN. co �_ �I H p� N Fuu Noc�r stuo on eno. � c� ^ PANEL SPLICES IF REWIRED = p SHALL HAVE PANEL EDGES � BIOCKED AND OCIXIR WIiHIN 2�'OF NIDq.E OF WALL FRAMING IS 7XE � Hpp�T SMIE AS OTHER 90E 7 8'MUI.1HIdWESS WOOD CNRAL PANEL 9fEATHING 1pN 2'X2'X3/8'PLAIE WASHER FASIEN ALL PLAlES TO SHEAIHINC W/8d NAILS O 3'O.C. iM0 y/8'qA ANCHQR BO115 W/ Y NW QIBEDMQ�IT AT 1/3 POINTS C.I.P.FWNOATON WALL OUTSI�ELEVAIIdI 1 hereby cerfify that this plan, specification or ELEVATION AT 16'-0" GARAGE DOOR repo►f was prapared by me or under my direct t Na� supervision and that 1 am a duly licensed Professional Engineer under the laws of the State of Minnesota. -Y • . Signature PAUL W. VOIGT 8-13-2013 20705 Date Registration Number �Voigt & Associates, InC. Hoehn Residence /Gonyea Homes S 1 ` � STR UCTURAL ENGINEERING SER VICES 4635 NICOLS RD. SUITE 204 2325 GLENDALE COVE LANE,ORONO,MN � pF � r EAGAN,MN 55122 PROJ.#: 2013.XXX REVISIONS: � PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS DATE: 8-13•2013 i � > •` � ROOF TRUSSES �ABOVE NOTE: TALL WALL I� �I HAS NOT BEEN DESIGNED TO ACCO�IODATE GIRDER TRUSS BEARING ° � a� na o� mo NE = o T= z � � E b a � �,; c Q � o� o 0 w ac� o 0 N a � O� F � (9 � � � � O � o no ov � oe yE- � 3 +p 0 � � J � O�� C � a �O �,�ac � o � � w � o W c � o a o °c � o 0 II Q;p`a O 7 N t » o ^ Q ta�o`o �rn o 3 — � aa in in °0c � 0 � � HEADER - SEE = PLAN (2) 2X6 KING STUDS-LAMINATE KINGS TO TRIMMERS WITH 3'X.131' NAILS 3' OC STAGGERED (1) 2x6 TRIMMER GH OPENING = 2X6 STUDS � 16" OC � � SI�APSON A35 FRAMING ANGLES AS SHOWN x � INFlLL STUDS a SHOWN TO DEPICT '�' DESIGN CONCEPT ONLY. NUMBER MAY � � VARY. � TALL WALL ELEVATION AT STAIRWELL NO SCALE Voigt & Associates, InC. Hoehn Residence/Gonyea Homes �♦ STR UCTURAL ENGINEERING SER VICES � 4635 NICOLS RD. SUITE 204 2325 Glendale Cove Lane,Orono,MN 1 OF 1 EAGAN,MN 55122 PROJ.#: 2013.x� REVISIONS: PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS ATE: 8/13/i 3 �� ' ]OB SUMMARY REPORT �� I� �F O R T E GH0402 (2325 Glendale Cove Ln.).4te ___--- - - - 01:Basement Member Name Results Current Solution Comments Patio Door Header Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrandOO LSL Window Headerin Great Room Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrandOO LSL Window Header in Great Room Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Window Header in Fut.Rec Room Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrandOO LSL Dropped Beam @ Stair Wall Passed 3 Piece(s)1 3/4"x 11 7/8"1.SSE TimberStrand0 LSL 02:Main Floor Member Name Results Current Solution Comments Patio Door Header Passed 3 Piece(s)1 3/4"x 11 7/8"1.SSE TimberStrandOO LSL Window Header in Dining Room Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Window Header in Great Room Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrandOO �L Dropped Beam @ Stair Wall Passed 3 Piece(s)1 3/4"x 11 7/8"1.SSE TimberStrandOO �L Window Header in Office Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Front Door Header Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrandOO �L Beam @ Porch Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrandOO �L Flush Beam in Garage Under 2nd Floor Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrand�LSL 16'-0"Garage Door Header Passed 2 Piece(s)1 3/4"x il 7/8"1.SSE Timber5trandOO LSL 9'-0"Garage Door Header Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrandC LSL 03:Roof Level 'Member Name Results Current Solution Comments Window Header in Front Bedroom Passed 3 Piece(s)2 x 10 Spruce-Pine Fir No.1/No.2 i '�Forte Software Operator .1ob Notes 8/16/2013 10:08:11 AM I Justin Spreit�er Gonyea Homes Forte v4.1,Design Engine:V5.7.0.245 I Lyman 2325 Glendale Cove Lane GH0402(2325 Glendale Cove Ln.).4te , (952)470-4817 Orono, MN ''�, justin_spreitzer@lymanlumbeccom Hoehn Resid. PBge� Of�7 r�r O R T E MEMBER REPORT Basement,Patio DoorHeader PASSED 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand0 LSL Overall Length:8'9" � -1 1 -- o $, 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual De51gn Re5Ult5 Actua�@ Location Allowed Resuit � � LDF Load:Combination(Pattem) � System:wall Member Reaction Qbs) 6573 @ 1 1/2" 7613(3.00") Passed(86%) — 1.0 D+1.0 L(All Spans) Member Type:Header Shear Qbs) 210 @ 1'1/2" 6872 Passed(3%) 1.00 1.0 D+1.0 L(All Spans) I Building Use:Residential Moment(Ft-Ibs) 556 @ 4'3" 10422 Passed(5%) 1.00 1.0 D+1.0 L(All Spans) auiiding Code:isC Live Load DeFl.(in) 0.012 @ 4'3" 0.275 Passed(L/999+) -- 1.0 D+ 1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.020 @ 4'3" 0.412 Passed(L/999+) -- 1.0 D+ 1.0 L(All Spans) ---— — • DeFlection criteria:LL(LJ360)and TL(L/240). � • Bracing(Lu):All compression edges(top and bottom)must be braced at S'9"o/c unless detailed othenvise.Proper attachment and positloning of lateral bracing is required to achieve member stability. Bearing Loads to Supports Qbs) '��..SUPpOttS Toql Available Required Dead Floor Total Accessories Live 1-Trimmer-SPF 3.00" 3.00" 2.59" 2757 3816 6573 None I 2-Tnmmer-SPF 6.00" 6.00" 4.03" 4184 6036 10220 None TribuWry Dead FlaorLive Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 8'9" 1' 15.0 40.0 Residential-Living Areas ��2-Point Qb) 0 N/A 2649 3646 3-Point(Ib) 8'6" N/A 4070 5856 'Weyerhaeuser Notes n��z��,.�� Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 1 ,Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installatlon details. �.(www.woodbywy.com)Accessories(Rim Board,Bbcking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry sWndards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte software operator Job Notes 8i16/2013 10:08:11 AM ! Justin Spreitzer Gonyea Homes Forte v4.1, Design Engine:V5.7.0245 �yma� 2325 Glendale Cove Lane GH0402(2325 Glendale Cove Ln.).4te �: (952)470-4817 Orono. MN .: justin_spreitzer@lymanlumber.com Hoehn Resid. Page 2 of 17 /_�c r1 p � C MEMBER REPORT Basement, WindowHeaderin GreatRoom PASSED sl�— 1J R G 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand0 LSL Overall Length: 13'3" G 1 1 1 _l _ 9 4' 4' 4' � � 0 � All locations are measured from the outside face of leR support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual --- – Design Results Actual @ Location Allowed Result LDF Load:Combination(vattern) System:wa�l Member Reac[ion(Ibs) 3312 @ 0 3806(1.50") Passed(87%) -- 1.0 D+ 1.0 L(Alt Spans) Member Type:Header Shear(Ibs) 1195 @ 3'4" 6872 Passed(17%) 1.00 1.0 D+ 1.0 L(Adj Spans) Building Use:Residential Moment(Ft-Ibs) -1591 @ 4'4 1/2" 10422 Passed(15%) 1.00 1.0 D+ 1.0 L(Adj Spans) � Building Code:IBC Live Load DeFl.(in) 0.014 @ 2'1 1/2" 0.146 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Design rtethodology:n5D Total Load DeFl.(in) 0.018 @ 2'1 3/16" 0.219 Passed(L/999+) -- 1.0 D+ 1.0 L(Alt Spans) • Defledion criteria:LL(L/360)and TL(LJ240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'3"o/c unless detailed othenvise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Loads to Supports(16s) �'�$UPPOI'tS Total Available Required Dead F�O°� Total Accessories Live 1-Trimmer-SPF L50" L50" 150" 1130 2182/-122 3312/422 None 2-Trimmer-SPF 6.00" 6.00" 3.57" 3176 5881 9057 None �3-Tnmmer-SPF 6.00" 6.00" 3.57" 3ll6 5881 9057 None �4-Trimmer-SPF 1.50" 1.50" 1.50" 1130 2182/-122 3312/-122 None .—__ __._ .._.__ _._ _ _.. _ . � Tributary Dead Floor Live LOBdS Location Width (0.90) (1.00) Comments �� 1-Uniform(PSF) 0 to 13'3" 13' 15.0 40.0 Residential-Living Areas 2-Point Qb) 0 N/A 773 1156 3-Point(Ib) 13'3" N/A 773 1156 4-Point(Ib) 4'4" N/A 2172 3119 5-Point(Ib) 8'10" N/A 2ll2 3119 Weyerhaeuser Notes n�a��w�aa nrw� l Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. '�Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdidion.The designer of record,builder or framer is responsible to assure that this calculation is compatible wifh the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator ' Forte Software operator .1ob Notes 8/16/2013 10:08:12 AM Justin Spreitzer Gonyea Homes Forte v4.1,DeSigrt Engin2:V5.7.0.245 ', �yma� 2325 Glendale Cove Lane 6H0402(2325 Glendale Cove Ln.).4te �'�,, (952)470-4817 Orono, MN '��, justin_spreitzer@lymanlumber.com Hoehn Resid. P2g2 3 Of 17 ..... _---____ _. _... .... ._._. __. _......_ ..... .__. ______... �I F O R T E MEMBER REPORT Basement, WindowHeaderin GreatRoom PASSED 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:4'4 1/2" G 1 1 0 4. 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results nctua��ocatioo anowea reesuit LDF Load:Combinadon(Pattem} System:Wall Member Reaction(Ibs) 3630 @ 4'3" 3825(3.00") Passed(95%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Header Shear(Ibs) 76 @ 10 3/4" 2498 Passed(3%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 140 @ 2'1 1/2" 3431 Passed(4%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC Live Load DeFl.(in) 0.001 @ 2'1 1/2" 0.142 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD !Total Load DeFl.(in) 0.002 @ 2'1 1/2" 0.213 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) — -- --- — ___ • DeFlection criteria:LL(L/360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 4'4 1/2"o/c unless detailed otherwise.Proper attachment and posidoning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead F�O°� Total Accessories ��e �, 1-Tnmmer-SPF 1.50" 1.50" L50" 782 1025 1807 None ''. 2-Trimmer-SPF 3.00" 3.00" 2.85" 1487 2143 3630 None ''�.. TribuWry Dead Floor Live Loads �o�r;o� Width �o.vo� �i.00� Commentr I 1-Uniform(PSF) 0 to 4'4 1/2" 1' 15.0 40.0 Residential-Living Areas �,2-Point pb) 0 N/A 735 940 �' �'�3-Point(Ib) 4'4" N/A 1437 2053 � Weyerhaeuser Notes ��„od:�-a$,-�� '�,Weyerhaeuser warrantr that the sizing of itr produds will be in acmrdance with Weyerhaeuser product design criteria and published design values. �Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authoriry having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator '�. Forte Software Operator dob Notes 8i 16/2013 10:08:12 AM ��stm sPre�tier Gonyea Homes Forte v4.1,Design Engine:V5.7.0245 �yman 2325 Glendale Cove Lane GH0402(2325 Glendale Cove Ln.).4te ! (952)470-4817 Orono, MN ; justin_spreitzer@tymanlumber.com Hoehn Resid. Page 4 Of 17 tl�O R T E MEMBER REPORT Basement, Window Headerin Fut.Rec Room PASSED 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand0 LSL Overall Length: 13'7 1/2" � 1 1 1 1 a � 4� 4� 4� � � � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results A��@�� Allowed Result LDF Load:Combination(Pattem) System:Wall Member Reaction(Ibs) 9241 @ 13'4 1/2" 11419(4.50") Passed(81%) — 1.0 D+ 1.0 L(Alt Spans) Member Type:Header Shear(Ibs) 787 @ 3'S 1/2" 6872 Passed(11%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential Moment(Ft-Ibs) -1048 @ 4'6" 10422 Passed(10%) 1.00 1.0 D+1.0 L(Adj Spans) euilding Code:ieC Live Load Defl.(in) 0.009 @ 2'3" 0.146 Passed(L/999+) -- 1.0 D+ 1.0 L(Alt Spans) oesign Methodology:ASD Total Load Defl.(in) 0.012 @ 2'2 11/16" 0.219 Passed(L/999+) -- 1.0 D+ 1.0 L(Alt Spans) • DeFlection criteria:LL(U360)and TL(4240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'7 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Loads to Supports(16s) Supports Total Available Required Dead F1O°r Total Accessories Live 1-Trimmer-SPF 3.00" 3.00" 1J0" 1405 2911/-80 4319/-80 None 2-Trimmer-SPF 6.00" 6.00" 431" 6365 4580 10945 None 3-Trimmer-SPF 6.00" 6.00" 2.30" 1825 4004 5829 None �4-Tnmmer-SPF 4.50" 4.50" 3.64" 3045 6196/-80 9241/-80 None � �� TribuWry Dead FloorLive Loads iocaso� w�arn �o.vo� �i.00� commencs ,1-Uniform(PSF) 0 to 13'7 1/2" 8'6" 15.0 40.0 Residentlal-Living AreaS 2-Point(Ib) 0 N/A 1151 2198 3-Point(Ib) 13'3" N/A 2771 5440 4-Point pb) 4'4" N/A 5691 2774 5-Point Qb) 8'10" N/A 1151 2198 �� Weyerhaeuser Notes ��.�a�r,r�s�� .Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. �Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installatlon details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Productr manufactured at Weyerhaeuser facilitles are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator ' Forte SoFtware operator Job Notes 8/16/2013 10:08:12 AM ��,sc�n sP�e�cze� conyea Homes Forte v4.1,Design Engine:V5J.0.245 I, Lyman 2325 Giendale Cove Lane GH0402(2325 Gfendale Cove Ln.J.4te ''�,. (952)470-4817 Orono. MN '��, justin_spreitzer@Iymanlumber.com Hoehn Resid. Page 5 of 17 � MEMSER REPORT Basement,Dro edBeam StairWall PQSSED �I F O R T E 3 piece(s) 1 3/4" x 11 7/8" 1 55E Ti berStrand0 LSL Overall Length:12'4 1/2" + + c --- o tr s• � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Resuits nctuai�a�oca� anowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 13806 @ 3 3/4" 19983(5.25") Passed(69%) -- 1.0 D+1.0 L(All Spans) I Member Type:Drop eeam Shear Qbs) 5338 @ 1'S 1/8" 12884 Passed(41%) 1.00 1.0 D+1.0 L(All Spans) I euilding Use:Residential Moment(Ft-Ibs) 18924 @ 6'3/16" 23930 Passed(79%) 1.00 1.0 D+1.0 L(All Spans) euilding Code:isC Live Load DeFl.(in) 0.324 @ 6'1 5/8" 0.392 Passed(L/435) -- 1.0 D+ 1.0 L(All Spans) Design Methodology:ASD �Total Load Defl.(in) 0.454 @ 6'1 5/8" 0.587 Passed(L/310) — 1.0 D+ 1.0 L(All Spans) ____ • Deflection criteria:LL(L/360)and TL(LJ240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 11'4 13/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. I .. .. __—_. . —. ... _—.. . . .—..—.—.. . — — —.—._—. _... _...__.. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead FlO�� Total Accessories Live 1-Column-SPF 5.25" 5.25" 3.63" 3938 9868 13806 None 2-Column-SPF 5.25" 5.25" 2J9" 3068 7549 10617 None TribuWry Dead Floor Live Loads Location Width �0.90� �i.oa� Comments 1-Uniform(PSF) 0 to 7'3" 20'9 1/2" 15.0 40.0 Residential-Living Areas I �2-Uniform(PSF) 7'3"to 9' 22'8 3/16" 15.0 40.0 Residential-Living Areas 3-Uniform(PSF) 9'to 12' 9' 15.0 40.0 Residendal-Living Areas 4-Point Qb) 0 N/A 1942 4866 5-Point(Ib) 12' N/A 1553 3831 Weyerhaeuser Notes � �� Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser produd design criteria and published design values. I Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to wrrent Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall projed.Products manufactured at Weyerhaeuser facilitles are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator �i Forte Software Operator dob Notes 8/16/2013 10:08:13 AM ! Juslin Spreitzer Gonyea Homes Forte v4.1,Design Engine:V57.0.245 �yma� zsze�iendaie co�e�ane GH0402(2325 Glendale Cove Ln.).4te '��, (952)470-4817 Orono. MN '�, justin_spreitzer@lymanlumber.com Hoehn Resid. , Page 6 of 17 � MEMBER REPORT " Main Floor,Patio DoorHeader PASSED it� F O R T E 3 piece(s) 1 3/4 x 11 7/8 1.55E TimberStrand0 LSL Overall Length:8'6" + 1 + o — o � a� 0 0 All locations are measured from the outside face of left support(or leff cantilever end).All dimensions are horizontal,;Drawing is Conceptual — -- - — — — Design Results Adual @�ocation Allowed Result LDF Load:Combination(Pattem) System:wall Member Reaction(Ibs) 8858 @ 8'4 1/2" 11419(3.00") Passed(78%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Header Shear(Ibs) 8587 @ 7'3 1/8" 12884 Passed(67%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 20357 @ 6' 23930 Passed(85%) 1.00 1.0 D+1.0 L(All Spans) Building Code:ISC Live Load DeFl.(in) 0.114 @ 4'7 13/16" 0.275 Passed(L/865) -- 1.0 D+ 1.0 L(All Spans) Design Methodology:aSD Total Load DeFl.(in) 0.220 @ 4'6 3/8" 0.412 Passed(L/450) -- 1.0 D+0.75 L+0.75 S(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 8'6"o/c unless detailed otherwise.Proper attachment and positioning of late2l bracing is required to achieve member stability. �� Bearing Loads to Supports(Ibs) �I SupP�l'FS Total Available Required Dead Floor Snow To�l Accessories Live 1-Tnmmer-SPF 3.00" 3.00" 1.50" 2649 2037 1609 6295 None 2-Tnmmer-SPF 3.00" 3.00" 233" 4070 4787 1069 9926 None ' Tributary Dead Floor Live Snow Loads iocadon w�dtn (0.90) (i.00� �i.is� Comments 1-Uniform(PSF) 0 to 8'6" 1' 15.0 40.0 - Residential-Living Areas .2-Uniform(PLF) 0 to 8'6" N/A 80.0 - - 3-Point Qb) 6' N/A 4123 6484 - 4-Uniform(PSF) 0 to 6' 11'6" 21.2 - 35.0 5-Uniform(PSF) 6'to 8'6" 3' 21.2 - 35.0 Weyerhaeuser Notes (1�SUSTAINABIE FORESTRY INITIATNE l Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. I Weyerhaeuser expressly disdaims any other warranties related to the soRware.Refer to current Weyerhaeuser literature for installatlon details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this soRware is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry sWndards. j The produd application,input design Iwds,dimensions and support information have been provided by Forte Software Operator ' Forte sottware operator �ob Notes S/16l2013 10:08:13 AM ��sc�n sP�e��er Gonyea Homes Forte v4.1,Design Engine:V57.0.245 !, Lyman 2325 Glendale Cove Lane GH0402(2325 Glendale Cove Ln.).4te '�,, (952)470-4817 Orono, MN '��, justin_spreitzer@lymanlumber.com Hoehn Resid. Page 7 of 17 �1 F O R T E MEMBER REPORT Main Floor, Window Headerin Dining Room PASSED 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:4'4 112" 1 Y � P II� ` . � t (d, ��, t � .. �. . . . .. . . . + 1 + 0 0 4, 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual -- ---- -- _.__--. —_ De51gn R25UIt5 Actual @ Location � Allowed Result LDF Load:Combination(PaKern) � System:wall �Member Reaction Qbs) 1591 @ 0 1913(1.50") Passed(83%) -- 1.0 D+ 1.0 S(All Spans) j MemberType:tieader �Shear(Ibs) 920 @ 10 3/4" 2872 Passed(32%) 1.15 1.0 D+ 1.0 S(All Spans) I Building Use:Residential Moment(Ft-Ibs) 1690 @ 2'1 1/2" 3946 Passed(43%) 1.15 1.0 D+ 1.0 5(All Spans) Building Code:IBC I Live Load Defl.(in) 0.011 @ 2'1 1/2" 0.142 Passed(L/999+) -- 1.0 D+ 1.0 S(All Spans) oesign Methodology:n5o �otal Load DeFl.(in) 0.020 @ 2'1 1/2" _ 0.213 Passed(L/999+) _ 1.0 D+ 1.0 S(All Spans) _ • Deflection criteria:LL(LJ360)and TL(L,/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 4'4 1/2"o/c unless detailed othenvise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. II Bearing Loads to Supports(Ibs) $UpPOttS ToGI Available Required Dead F�O°� Snow Total Accessories Live 1-Trimmer-SPF 1.50" 150" 1.50" 735 85 855 1675 None I 2-Tnmmer-SPF 3.00" 3.00" L33" 1437 1147 906 3490 Nane I _ ._ _. _._... -- —._...---— -- - - - - -. . _. _ _._._ _ __ ._.. .. .----�—�-—-- � Tributary Dead Flaor Live Snow �Loads iowt�o� Width �o.eo� �i.00� �i.is� Comments �1-Uniform(PSF) 0 to 4'4 1/2" 1' 15.0 40.0 - Residential-Living Areas 2-Uniform(PLF) 0 to 4'4 1/2" N/A 80.0 - - 3-Uniform(PSF) 0 to 4'4 1/2" 11'6" 21.2 - 35.0 I 4-Point pb) 4'4 1/2" N/A 659 1057 - Weyerhaeuser Notes n�_F�.-,�� 1� I Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. I Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Acceswries(Rim Board,Blocking Panels and Squash Blocks)are not designed by this soRware.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to I assure that this calculation is mmpatible with the overall project.Products manufactured at Weyerhaeuser facilitles are third-party certified to sustainable �forestry standards. �The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator �, Forte Soflware Operator ,lob Notes 8/16/2013 10:08:13 AM ��st��sPre��er Gonyea Homes Forte v4.1,Design Engine:V5.7.0245 , �yma�, 2325 Glendaie Cove Lane GH0402(2325 Glendale Cove Ln.).4te j (952)470-4817 Orono, MN i justin_spreitzer@lymanlumber.com Hoehn Resid. Page 8 of 17 ��F O R T E MEMBER REPORT Main Floor, Window Header in Great Room PASSED 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand0 LSL Overall Length: 13'3" 0 1 1 1 1 0 4. 4, ,. 0 0 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual —..__ -- - ---- Design ReSuIYS Actual�Location Allowed Result LDF Load:Combination(Pattem) � System:wall Member Reaction(Ibs) 2835 @ 13'3" 3806(1.50") Passed(74%) - 1.0 D+ 1.0 L(Alt Spans) Member Type:Header Shear(Ibs) 3830 @ 5'S" 6872 Passed(56%) 1.00 1.0 D+1.0 L(Adj Spans) euilding Use:Residential Moment(F[-Ibs) -3618 @ 4'4 1/2" 10422 Passed(35%) 1.00 1.0 D+1.0 L(Adj Spans) Buiiding Code:IBC Live Load DeFl.(in) 0.031 @ 6' 0.150 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:nS� Total Load Defl.(in) 0.043 @ 6' 0.225 Passed(L/999+) — 1.0 D+ 1.0 L(Alt Spans) - - _ _ — - ____---- • DeFlection criteria:LL(L/360)and TL(L,/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'3"o/c unless detailed othenvise.Proper atlachment and positioning of lateral bracing is required to achieve member stability. --.... ___. .._.._--. _ . . .__.._ ._.. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Floor Snow Total Accessories Live 1-Trimmer-SPF 1.50" 1.50" 1.50" 1151 1030/-313 1168 3349/-313 None 2-Trimmer-SPF 6.00" 6.00" 2.93" 2771 4677 763 8211 None 3-Tnmmer-SPF 6.00" 6.00" 334" 2774 5691 -166 8465/-166 None 4-Tnmmer-SPF 1.50" 1.50" 1.50" 897 1938/-249 29 2864/-249 None __ -- ._ ___ ._--- _—_._ _.-_ _.___ -- - � Tributary Dead Ploor Live Snow � Loads Locafion w�acti �0.90� �i.00� �i.is) Comments '1-Uniform(PSF) 0 to 13'3" 8'3" 15.0 40.0 - Residential-Living Areas 2-Point(16) 2'6" N/A 591 1026 - 3-Point(Ib) 6' N/A 1673 2833 - 4-Point(16) 9'6" N/A 1673 2833 - 5-Point(Ib) 13'3" N/A 591 1026 - 6-Uniform(PLF) 0 to 2'6" N/A 80.0 - - 7-Uniform(PSF) 0 to 2'6" 20'6" 21.2 - 35.0 Weyerhaeuser Notes n��-��,� �� Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installatlon details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this wftware.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Productr manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator '�, Forte Sofhvare Operator .lob Notes 8l16/2013 10:08:14 AM Justin Spreitzer Gonyea Homes Forte v4.1,Design Engine:V5.7.0.245 ' �yma� 2325 Glendale Cove Lane GH0402(2325 Glendale Cove Ln.).4te '�, (952)470-4817 Orono, MN '��. justin_spreitzer@lymanlumber.com Hoehn Resid. Page 9 of 17 I _ _ _ _ — __ _ �) �O R T E MEMBER REPORT Main Floor,Dropped Beam @ StairWall FASSED 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand0 LSL Overall Length: 12' + + 0 0 � ; � � � - �,,6. — 0 � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual�Location nnowea aesu�t LDF Load:Combinadon{Pattem) System:Floor Member Reaction(Ibs) 6808 @ 1 1/2" 6694(3.00") Passed(102%) -- 1.0 D+ 1.0 L(All Spans) Member rype:orop Beam Shear(Ibs) 5366 @ 1'2 7/8" 12884 Passed(42%) 1.00 1.0 D+ 1.0 L(All Spans) suilding Use:Residentiai Moment(Ft-Ibs) 19083 @ 5'10 1/4" 23930 Passed(80%) 1.00 1.0 D+ 1.0 L(All Spans) auiiding Code:isC Live Load DeFl.(in) 0.328 @ 5'11 7/16" 0.392 Passed(L/430) -- 1.0 D+1.0 L(All Spans) oesign Methodology:ASD Total Load Defl.(in) 0.459 @ 5'11 7/16" 0.587 Passed(L/307) -- 1.0 D+1.0 L(AIl Spans) • DeFlection criteria:LL(L,/360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 11'2 5/16"o/c unless detailed othenvise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Loads to Supports(Ibs) � ,$Upp01'tS Total Available Required Dead F�.°ry°er Total Accessories �1-Stud wall-SPF 3.00" 3.00" 3A5" 1942 4866 6808 Bloclting I 2-Stud wall-SPf 3.00" 3.00" 2.41" 1553 3831 5384 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied ro the member being designed. � � --.. .. _.. __ ._ ._—. ._.. _.__. .—. . .. .. .._.—_.. —_ . Tributary Dead Floor Live Loads Location Width �o.9a� �i.00) Commentr 1-Uniform(PSF) 0 to 7'3" 20'9 1/2" 15.0 40.0 Residential-Living Areas '2-Uniform(PSF) 7'3"to 9' 22'8 3/16" 15.0 40.0 Residential-Living Areas 3-Uniform(PSF) 9'to 12' 9' 15.0 40.0 Residential-living Areas �� Weyerhaeuser Notes ��E�a,n� Weyerhaeuser warrantr that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. �Weyerhaeuser ezpressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. �,(www.woodbywy.com)Accessories(Rim Board,Bbcking Panels and Squash Blocks)are not designed by this software.Use of[his software is not intended to �circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that[his calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator ' Forte SoHware operetor .lob Notes 8/16/2013 10:08:14 AM ��sc�r,sPre��er Gonyea Homes Forte v4.1,Design Engine:V5.7.0245 �; �yma� 2325 Glendale Cove Lane GH0402(2325 Glendale Cove Ln.).4te ; (952)470-4817 Orono. MN �I justin_spreitzer@lymanlumber.com Hoehn Resid. Page 10 of 17 i�� F O R T E � MEMBER REPORT Main Floor, Window Header in Office PASSED 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:6'9" 0 1 1 0 s� 0 0 All locations are measured from the outside face of left support(or lek cantilever end).All dimensions are horizontal.;Drawing is Conceptual Deslgn Re5uIt5 Actual @ Location Allowed Result ��' LDF Load:Combination(Pattern) System:wall Member Reaction Qbs) 5282 @ 3" 5738(4.50") Passed(92%) -- 1.0 D+ lA L(All Spans) Member Type:Header Shear(Ibs) 992 @ 1'1 3/4" 2498 Passed(40%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 2173 @ 3'4 1/2" 3431 Passed(63%) 1.00 1.0 D+1.0 L(All Spans) auilding Code:isC Live Load Defl.(in) 0.035 @ 3'4 1/2" 0.208 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.055 @ 3'4 1/2" 0313 Passed(L/999+) -- 1.0 D+ 1.0 L(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'9"o/c unless detailed othenvise.Proper attachment and positioning of late2l bracing is required to achieve member stability. •Applicable caltulations are based on NDS 2005 methodology. � . .. .. . . . . ... . ... _. .__. .- _ ._ .__ ' Bearing Loads to Supports(Ibs) I$UPPOYYS Total Available Required Dead F�O°� Snow Total Accessories Live 1-Trimmer-SPF 4.50" 4.50" 4.14" 2005 3277 295 5577 None 2-Trimmer-SPF 4.50" 4.50" 414" 2005 3277 295 5577 None _J i . .— . . _ . . ... -. _—._ __. _-- ..__. _.. ._-- '� Tributary Dead Floor Live Snow 'Loads Location Width �0.90� �i.00� �i.is� commencs 1-Uniform(PSF) 0 to 6'9" 7' 15.0 40.0 - Residential-Living Areas 2-Uniform(PSF) 0 to 6'9" 2'6" 211 - 35.0 3-Point Qb) 0 N/A 1448 2332 - 4-Point pb) 6'9" N/A 1448 2332 - W@yerhaeu5@r NoteS �SUSTAUNABLE FORESTRY INITIATIVE �Weyerhaeuser warrants that the sizing of itr productr will be in accordance with Weyerhaeuser product design criteria and published design values. '.Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this soRware is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certifed to sustainable forestry standards. The product application,inpu[design loads,dimensions and support information have been provided by Forte Software Operator Forte sottware operator Job Notes 8/16/2013 10:08:14 AM i ��sc��sPre�cZe� Gonyea Homes Forte v4.1,Design Engine:V57.0245 � Lyman 2325 Glendale Cove Lane GN0402(2325 Glendale Cove Ln.).4te � (952)470-4817 Orono, MN � justin_spreitzer@lymanlumbeccom Hoehn Resid. Page 11 of 17 1 i��F O R T E MEMBER REPORT Main Floor,Fronf Door Header PASSED 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand0 LSL Overall Length:6' ` �R� �i 94�§.. � . �.�,�� j'�� P � f �q ( ��j�''R .. ,w, r , , . I I � + + � � " 5'6' � � All loca[ions are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual D05ign Re5uIt5 Actual @ Locadon Allowed Resuk LDF Load:Combination(Pattem) System:wall �Member Reaction(Ibs) 5166 @ 1 1/2" 7613(3.00") Passed(68%) -- 1.0 D+0.75 L+OJS S(All Spans) Member 7ype:Header Shear(Ibs) 3372 @ 1'1/2" 7902 Passed(43%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) euilding Use:Residentia� Moment(Ft-Ibs) 7117 @ 3' 11985 Passed(59%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) euiiding Code:ieC Live Load DeFl.(in) 0.079 @ 3' 0.192 Passed(L/874) -- 1.0 D+OJS L+OJS S(All Spans) I oesign rvlethodology:ASD Total Load DeFl.(in) 0.141 @ 3' 0.287 Passed(L/489) -- 1.0 D+OJS L+OJS S(All Spans) i • DeFlectbn criteria:LL(LJ360)and TL(L/240). • 8racing(Lu):All compression edges(top and bottom)must be braced at 6'o/c unless detailed othenvise.Proper attachment and positloning of lateral bracing is required to achieve member stability. .._.._ _. —._.. ._.. —. _— _ ... . Bearing Loads to Supports(Ibs) 'Supports ra�i Available Rey��red oeaa F��r s�oW rorai accesso�es ��e 1-Tnmmer-SPF 3.00" 3.00" 2.04" 2275 1440 2415 6130 None 2-Trimmer-SPP 3.00" 3.00" 2.04" 2275 1440 2415 6130 None � Tributary Dead Floor Live Snow I �d5 Location Width (0.90) (1.00) (1.15) Comments '�1-Uniform(PSF) 0 to 6' 12' 15.0 40.0 - Residential-Living Areas � ��.2-Uniform(PSF) 0 to 6' 2'6" 21.2 - 35.0 � 3-Uniform(PLF) 0 to 6' N/A 80.0 - - 4-Uniform(PSF) 0 to 6' 20'6" 21.2 - 35.0 Weyerhaeuser Notes �SUSTAINABLE fORESTRY INITIATIVE �Weyerhaeuser warrants that the s¢ing of its produds will be in acmrdance with Weyerhaeuser product design criteria and published design values. I Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installatlon details. �(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blaks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calcula[ion is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certifed to sustainable forestry rtandards. The product application,input design loads,dimensions and support information have been provided by Forte SoRware Operator ' Porte sottware operator dob Notes 8(16/2013 10:08:14 AM ' Justin Spreitzer Gonyea Homes FOfIE V4.1,Design Engine:V5.7.0.245 ' �yma� 2325 Glendale Cove Lane GH0402(2325 Glendale Cove Ln.).4te '�, (952)470-4817 Orono. MN '; justin_spreitzer@tymaNumber.com Hoehn Resid. P898 12 Of 17 fl F O R T E MEMBER REPORT Main Floor,Beam @ Porch PASSED 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand0 LSL Overall Length:6'11" + 1 + 0 0 ; ! 6'3" � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results ncc�ai�a�owtioo anowea Feesuic LDF Load:Combination(Pattem) System:Floor Member Reaction(Ibs) 6165 @ 3" 6694(4.50") Passed(92%) -- 1.0 D+1.0 L(All Spans) Member 7ype:Flush aeam Shear(Ibs) 6089 @ 1,2„ 6872 Passed(89%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 7635 @ 1'6" 10422 Passed(73%) 1.00 1.0 D+1.0 L(All Spans) euilding Code:isC �Live Load DeFl.(in) 0.081 @ 3'3 3/16" 0.162 Passed(L/964) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD !Total Load Defl.(in) 0.158 @ 3'3 3/8" 0.325 Passed(L/495) -- 1.0 D+0.75 L+0.75 S(All Spans) • DeFlection criteria:LL(LJ480)and TL(U240)• • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'11"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. � . i Bearing Loads to Supports(Ibs) ��$Upp01'tS Total Available Required Dead F�OOf Snow Total Accessories Live j 1-Stud wall-SPF 4.50" 4.50" 4.14" 27ll 3448 594 6759 Blocking I 2-Column-SPF 3.50" 3.50" L50" 1368 924 876 3168 None - -- -- -- - -----._ .- - ---- ----.. . - - --.... .- _ _ _. _ - -----. � • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. � Tributary Dead floor Live Snow I Loads �«abon w�arn �0.90� �i.00� �i.is� com�,cs 1-Uniform(PSF) 0 to 6'il" 1' 15.0 40.0 - Residentlal-Living Areas 2-Point(Ib) 1'6" N/A 2599 4095 - I 3-Uniform(PLF) 1'6"to 6'9" N/A 80.0 - - j 4-Uniform(PSF) 1'6°to 6'9" 8' 21.2 - 35.0 Weyerhaeuser Notes f�$USTAINABLE FORESTRY INITIA7NE Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installatlon de[ails. .(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to I circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to �I assure that this calculation is wmpatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable j forestry standards. I The produd application,input design Iwds,dimensions and support information have been provided by Forte Software Operator ; Forte sottware operator .lob Notes 8/16/2013 10:08:15 AM i Justin Spreitzer �onyea Homes Forte v4.1,Design Engine:V5.7.0.245 Lyman 2325 Glendale Cove Lane GH0402(2325 Glendale Cove Ln.).4te _ (952)470-4817 Orono, MN ' justin_spreitzer@lymanlumber.com Hoehn Resid. Page 13 of 17 � �l F O R T E MEMBER REPORT Main Floor,Flush Beam in Garage Under 2nd Floor PASSED 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand0 LSL Overall Length:6'9 1/2" � ��eb �� , ��rrr + + O O i i � 6 3" — 'I � � All locations are measured from the ou[side face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Locadon Allowed Result LDF Load:Combination(Pattem) System:Floor Member Reaction Qbs) 5123 @ 2" 5123(1.63") Passed(100%) -- 1.0 D+OJS L+OJS S(All Spans) Member rype:Flush aeam Shear(Ibs) 3850 @ 11 1/2" 7902 Passed(49%) 1.15 1.0 D+0.75 L+0.75 5(All Spans) Building Use:Residential Moment(Ft-Ibs) 8164 @ 3'4 1/4" 11985 Passed(68%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) euilding Code:IBC Live Load Defl.(in) 0.106 @ 3'4 1/4" 0.159 Passed(L/723) -- 1.0 D+0.75 L+OJS S(All Spans) � oesign Methodology:nso Total Load DeFl.(in) 0.191 @ 3'4 1/4" _0.319 ___ Passed(L/401) ___ 1.0 D+OJS L+OJS S(All Spans) � •DeFlection criteria:LL(L/480)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'7 1/2"o/c unless detailed othenvise.Proper attachment and positioning of lateral bracing is required to achieve member stability. i__—_ __ � Bearing Loads to Supports(ibs) I$UppOCtS Total Availa6le Required Dead F1O°� Snow Total Accessorirs Live 1-Hanger on 9 1/2"SPF beam 2.00" Hanger� 1.63" 2395 1409 2583 6387 See note' �i 2-Stud wall-SPF 4.50" 4.50" 3J1" 2456 1444 2647 6547 Blocking i --------- - — --- -- ----- --- ----- ---.__---��------ ---------------' •8locking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •A[hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • i See Connector grid below for additional information and/or requirements. Connector:Sim son Stron -Tie Connectors � Support Model Seat Length Top Nails Face Nails Member Nails Accessories � 1-Face Mount Hanger HGU548 9.00" N/A 36d6d common 12-16d double shear I i � �. Tributary Dead Floor live SnOw I'L00(15 Location Width (0.90) (1.00) (1.15) Comments � 1-Uniform(PSF) 0 to 6'9 1/2" 10'6" 15.0 40.0 - Residential-Living Areas �� 2-Uniform(PSF) 0 to 6'9 1/2" 1'6" 21.2 - 35.0 ' 3-Uniform(PLF) 0 to 6'9 1/2" N/A 80.0 - - 4-Uniform(PSF) 0 to 6'9 1/2" 20'6" 21.2 - 35.0 Weyerhaeuser Notes ��,�� Weyerhaeuser warrants that the sizin9 of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. i Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to arrent Weyerhaeuser literature for installatlon details. i(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this soRware.Use of this soRware is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Productr manufactured at Weyerhaeuser facilities are third-party certifed to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte SoRware Operator �Forte Sokware operator Job Notes 8116/2013 10:08:15 AM I Justin Spreitzer Gonyea Homes Forte v4.1,Design Engine:V57.0.245 I �yma� 2325 Glendale Cove Lane GH0402(2325 Glendale Cove Ln.).4te '�; (952)470-4817 Orono, MN '�_ justin_spreiizer@lymanlumbeccom Hoehn Resid. P8Q@ 14 Of 17 %)F O R T E MEMBER REPORT „ Main Floor, ;6'-0"Garage Door Header RASSED 2 piece(s) 1 3/4 x 11 7/8 1.55E TimberStrand0 LSL Overall Length:16'6" ti ' @�i (��ir r a� . �� P � � ��'�i + + p -- O 16' 0 � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizon[al.;Drawing is Conceptual Design Results aauai�a�owtion Allowed Resuk LDF Load:Combination(Pattern) System:Wall Member Readion(Ibs) 2272 @ 1 1/2" 7613(3.00") Passed(30%) -- 1.0 D+ 1.0 S(All Spans) Member Type:Header Shear(Ibs) 1931 @ 1'2 7/8" 9878 Passed(20%) 1.15 1.0 D+ 1.0 S(All Spans) suilding Use:Residentiai Moment(Ft-Ibs) 9091 @ 8'3" 18346 Passed(50%) 1.15 1.0 D+1.0 S(All Spans) Building Code:iBC Live Load DeFl.(in) 0.153 @ 8'3" 0.542 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) �esign hlethodology:nS� Total Load DeFl.(in) 0.603 @ 8'3" 0.813 Passed(L/323) --_ 1.0 D+ 1.0 S(All Spans) • DeFledion criteria:LL(U360)�and TL(LJ240)• • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'15/16"o/c unless detailed othenvise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Snow 7otal Accessories 1-Trimmer-SPF 3.00" 3.00" 1.50" 1695 577 2272 None I 2-Tnmmer-SPF 3.00" 3.00" 1.50" 1695 577 2272 None �.- _.. _ _ ! Tributary Dead Snow ��LOddS Locadon Width (0.90) .(1.15) Comments 1-Uniform(PSF) 0 to 16'6" 2' 21.2 35.0 Residential-Living Areas 2-Uniform(PLF) 0 to 16'6" N/A 150.0 - Weyerhaeuser Notes f��r�er�a� ��Weyerhaeuser warrants[hat the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. 'Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to curren[Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Productr manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator ' Forte Sortware operaror dob Notes 8/16/2013 10:08:15 AM Justin Spreitzer Gonyea Homes Forte v4.1,Design Engine:V5.7.0.245 � Lyman 2325 Glendale Cove Lane GH0402(2325 Glendale Cove Ln.).4te !, (952)470-4817 Orono, MN '��.. justin_spreitzer@Iymaniumber.com Hoehn Resid. PBge 15 Of 17 �� F O R T E MEMBER REPORT , Main Floo;;9'-0"Garage Door Header PASSED 2 piece(s) 1 3/4' x 9 1/2 1.55E TimberStrand0 LSL Overall Length:9'6" t� p��4�"�� i .�.�v.�� . �+1 k ' a>" t + O O 9' � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Patte�n) System:Wall 'Member Reaction Qbs) 4654 @ 1 1/2" 7613(3.00") Passed(61%) — 1.0 D+OJS L+OJS S(All Spans) Member Type:Header Shear(Ibs) 3633 @ 1'1/2" 7902 Passed(46%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) euilding Use:Residential MomeM(Ft-Ibs) 10479 @ 4'9" 11985 Passed(87%) 1.15 1.0 D+OJS L+OJS 5(All Spans) Buiiding Code:isC Live Load Defl.(in) 0.298 @ 4'9" 0.308 Passed(L/373) -- 1.0 D+0.75 L+0.75 S(All Spans) �esign Methodology:n5D Total Load Defl.(in) 0.463 @ 4'9" 0.463 Passed(L/240) -- 1.0 D+0.75 L+0.75 S(All Spans) • Deflection criteria:LL(l,/360)and TL(U240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'10 7/16"o/c unless detailed othenvise.Proper attachment and positioning of lateral bracing is required to achieve member stability. �_— __ .___--------..._ .. . _. ..... ._ . — Bearing Loads to Supports(Ibs) '$UpP01'CS To1a1 Available Required Dead F�O°� Snow Total Accessories Live 1-Tnmmer-SPF 3.00" 3.00" 1.83" 1662 1330 2660 5652 None 2-Tnmmer-SPF 3.00" 3.00" 1.53" 1662 1330 2660 5652 None � - — -----.. '� TribuWry DCad Ploor Live Snow -� !Loads iocas�on w�dcn (0.90) (i.00) (i.is) Commenrs 1-Uniform(PSF) 0 to 9'6" 16 2L2 - 35.0 Residential-Living Areas 2-Uniform(PSF) 0 to 9'6" 7' - 40.0 - I Weyerhaeuser Notes �`�,sra�:��ru�.�� Weyerhaeuser warrantr that the sizing of its products will be in accordance with Weyerhaeuser produd design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the soRware.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to ,assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilides are third-party certified to sustainable I forestry standards. �I The product application,input design loads,dimensions and support information have been provided by Fate Software Operator ' Forte Sottware operator Job Notes 8/16/2013 10:08:16 AM I �„sc�n sP�e�cZe� Gonyea Homes Forte v4.1,Design Engine:V5J.0245 ' Lyman 2325 Glendale Cove Lane GH0402{2325 Glendale Cove Ln.J.4te '�, (952)470-4817 Orono, MN '��, justin_spreitzer@lymanlumber.com Hoehn Resid. Page 16 of 17 '1t1�O R T E MEMBER REPORT Roof Level, Window Header in Front Bedroom PASSED 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:6'6" � �q r,�, e `��, v tF.;u,,.,�.. ��,� °� t + + O o 6' � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual - --_— — — - _ _ Design Results Actual C�Location Alloxred Result LDF Load:Combination(Pattem) System:Wall Member Reaction Qbs) 3779 @ 1 1/2" 5738(3.00") Passed(66%) -- 1.0 D+ 1.0 S(All Spans) Member Type:Header Shear(Ibs) 2592 @ 1'1/4" 4308 Passed(60%) 1.15 1.0 D+ 1.0 5(All Spans) Building Use:Residential Moment(Ft-Ibs) 5678 @ 3'3" 5919 Passed(96%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.059 @ 3'3" 0.208 Passed(L/999+) -- 1.0 D+ 1.0 5(All Spans) Design Methodology:a5� 'Total Load DeFl.(in) 0.096 @ 3'3" 0.313 Passed(L/781) -- 1.0 D+ 1.0 S(All Spans) • DeFlection criteria:LL(U360)and TL(IJ240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 5'S 1/8"o/c unless detailed othenvise.Proper attachment and positionin9 of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. �. ..—_ _— . ..._ . __. - .__ .__. . _. _ _ ._ .—. . _. , Bearing Lwds to Supports(Ibs) I Supports Total Available Required Dead Snow Total Accessories 1-Trimmer-SPF 3.00" 3.00" 1.98" 1448 2332 3780 None 2-Tnmmer-SPF 3.00" 3.00" 1.98" 1448 2332 3780 None Tributary Dead Snow �'�LOadS Location Width (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 6'6" 20'6" 21.2 35.0 Residential-Living Areas rWeyerhaeuser Notes ��=�s,�� !Weyerhaeuser warrants that the sizing of its produds will be in accordance with Weyerhaeuser product design criteria and published design values. �Weyerhaeuser expressly disclaims any other warranties related[o the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbyvuy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable �forestry standards. The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte sottware operator ,lob Notes 8/16/'L013 10:08:16 AM ��se�sPre��er Gonyea Homes Forte v4.1,Design Engine:V57.0245 � Lyman 2325 Glendale Cove Lane GH0402(2325 Gfendale Cove Ln.).4te ', (952)470-4817 Orono, MN _ juslin_spreitzer@tymanlumber.com Hoehn Resid. Page 17 of 17 � x , Jerik Brumm From: Kelly Hemp <khemp@cornerstoneccinc.com> Sent: Thursday, August 22, 2013 9:42 AM To: Jerik Brumm;Tony Woolhouse Subject: RE: Unit Pricing Jerik, Good Morning. Before we hit 2013, I was involved in discussions with Dan&Tim about this coming year—2013. Those discussions took a while, about 5-6 months. When I was in a meeting early on with Dan &Tim, about when we epoxied your floor,one of the things we discussed was the payment terms,which is what took up the bulk of the time. Tim and Dan both asked about pricing, and I let them know we were seeing a minimum price increase of 6-10% back in January. We are not able to control all of the external factors that effect our costs. The truth, is that the increase is more. We have been honoring the old quotes, when the increase should have been implemented in January. A big part of this is the amount of work you guys have awarded. To my knowledge, we still have Tony bid every project, and you award based on your internal decisions. Part of the agreement with Dan was also a %% Discount based on paying prior to 30 days on invoices. This created a discount for you and a proper cash flow for us. Tony has been keeping your prices, only your account,to an absolute minimum increase. If we operate below margin, we are no longer in business. The Volume you provide helps us to find and keep good guys on pay roll, but finding qualified guys is getting harder every day! We have had to increase or payroll in the company just to keep guys, and this was a factor we had not truly planned for. Also, with the current chaos in the market,we are being scheduled all over the place, meaning we just really have not been able to concentrate on a project,get it wiped out, and move to the next. This creates a ton of lost time and fuel costs. So,we have had other costs go up in non-anticipated ways. Yes, I did discuss an increase (6-10%) back prior to January or so with Dan &Tim. You have been running under that 6% on almost everything so far. We have held on to this pricing as long as possible. We are now looking into the coming winter as well. When it is all said and done, I don't see the winter costs falling below 10%, but we are not done fleshing this out yet. I don't know what it would take to reduce costs to drop prices back. We can try to figure out how to keep them as low as possible, and this involves both of us. There are some coordinated efforts between us that can help to keep costs down, but so far l don't think these have been very well received. Most of my attempts there have been with Steve. The two main areas here for us, involve what your customers actually receive from you about concrete decisions and awareness, and the other part is on the scheduling side. You just should not be getting a call on a hairline crack or a rock pop.We really try to service this stuff with a trip and a customer discussion, but it is contrary to getting volume done, and the customers should know better, as your customer. Scheduling: If we could have a house for 1 to 2 days to ourselves,we could effectively get the floor, garage, stoop, and sidewalk knocked out and then move on. Separate trips alone for these items have caused us to fall behind, and be less effective for you. I know there are Scheduling things to weigh out, but this would at lease let us hit the margins we should be hitting as a business. These costs have not been added to your pricing to date. I would really like to talk and see if we can give a couple different things a try, and see if we can both be in a better spot. Tony can speak more directly to actual price structure, and why he has held numbers so long,and what that has been based on more specifically with your Team. 1 Feel free to call anytime. If you would like me to come in and run a few things by you, I'd be happy to set up a time. - Kelly R. Hemp—763-286-5072 From: Tony Woolhouse Sent: Wednesday, August 21, 2013 7:00 PM To: Kelly Hemp Subject: Fwd: Unit Pricing Sent from my HTC on the Now Network from Sprint! ----- Forwarded message ----- From: "Jerik Brumm" <jerik(a�,�gon�eacompanies.com> Date: Wed, Aug 21, 2013 3:31 pm Subject: Unit Pricing To: "Tony Woolhouse" <tonyw�c�cornerstoneccinc.com>, "Kelly Hemp" <khem�a,cornerstoneccinc.com> Cc: "Dan" <dan(a�gon. e�panies.com> To ny, I took a look at you unit pricing and need to figure out the reasons for the increases. I am comparing Lynch/Nguyen to Isakson. Lynch/Nguyen has a bid date of 1/27/13 Wall lynch/Nguyen Isakson 4'x 8"w/20x8 $34 $35 7'2" x 8" w/20x8 $51 $54 9' x 8" w/20x8 $59 $64 8'x 8"w/16x8 $54 $58 Interior Floor $2.6 $2.75 Garage Floor $2.7 $2.85 I guess I am wondering if you sent in something letting us know about the increases. Also, now that we are giving you a large majority of our work can those prices drop back to what you were quoting earlier in the year? Thanks Jerik Brumm PURCHASING MANAGER PHONE: (763)432-4512 FAX: (763)432-4501 �3 �l 1�W i � 1"1 zmz NC?MES t�[tEIvtC7AELING r„�� t1�"` LIKE US ON FACEBOOK ci GONYEA HOMES VISIT OUR WEBSITE 2 �� Gj D�j / TIME `� CITY OF ORVIVV CALLED IN / ✓"� � � INSPECTION�TIC Q�¢ SCHEDULED !G— c —I 3 � PERMIT NO. � � � COMPLETED ADDRESS O��J�.5 l� ---�� OWNER EPHONE NO. �a��- �7�� CONTRACTO >; DESCRIPTION � � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � J O � f y�,'.S � �v/- 0 � W � Q � Z W � W � � d W RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CO T WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. �95Z� Z49-4600 OwnerlContractor on site: Inspector. A White Copyllnspector's File Canary CopylSite Notice �I� DATE TIME � CITY OF ORONO CALLED IN l� ` �-� INSPECTION OTICE /� SCHEDULED �� G 3 S PERMIT NO. 0� l�v�� COMPLETED ADDRESS �3 �� OWNER ELEPHONE NO. ��7��Z � CONTRACTOR j: DESCRIPTION �G�Z�(��iC C�(^��-�Y � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � J O a � O � W � Q � Z W � W � j d W� �ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUiRED.CALL TO ARRANGE ACCESS. Cal1 tor the next inspection 24 hours in advance. (952� 249-46�� Owner/Contractor on site: Inspector_ White Copyllnspector's File Canary CopylSite Notice � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE , .�� SCHEDULED PERMIT NO. �I�� -�� coMP�ErE� IC l� -13 ADDRESS ��Lrj C-1Li�1��(��.; C��V� _ La�lt/ OWNER TELEPHONE NO. CONTRACTOR --- � >; DESCRIPTION ��L�� '��) �� ly ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y O ❑ FRAMING ❑ MECHANICAL FINAL � TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SlA6 ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � a j 1 O >. � _._ O � ti � Q � Z W � W � � d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ tPiSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. �952� Z49-46QQ OwnerlContractor on site: , Inspector. ��'� �� l.,� , � � White Copyllnspector's File Canary CopylSite Notice AT TIME ✓ CITY OF ORONO CALLED IN �r/ INSPECTION NQT�CE, M�� SCHEDULED ---�� PERMIT NO. � , w COMPLETED ADDRESS � � � � OWNER TELEPHO NO.��,s,� '��vJ y� CONTRACTOR � �� DESCRIPTION � / � � ❑ FOOTING ❑ PLUMBIN NAL ❑ EXCAV/GRADING/FILL�NG Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL QORfNSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION p RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � O FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE � SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL O SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNbATION/REMOVAL Z OWNERICONTRACTOR TO MEEf YOU:_YES_NO � COMMENTS: � W C o � �� l Dc� a � 0 � W � Q � 2 W � W � j � �KSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (g52) 249-46�� OwnerlConVactor on ite�` Inspector_ �J� White Copyllnspector's File Canary CopylSite Notiee � � . � �CITY OF ORONO � \CA�IN � (��!� � TIME INSPECTION NOTICE � scHEou�E� '' �� `�. �C' A� PERMIT NO.��= i�� - v(,�`�� connP��Eo ADDRESS -�`j� L� ��'7 .�/"'�"�"r.��- � C L� OWNER TELEPHONE NO. �`n �- ' t C�Y�Q�J CONTRACTOR ' �' � � DESCRIPTION �9 ��-�t�''� I r�Y� - � � � � ❑ FOOTtNG ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q O RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPT INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPT INAL ❑ FOUNbATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU: YES_NO � COMMENTS: C � l�-�� V�C. a ' C� �f1 ,�— � J O ). � O � W � Q � 2 W � W � J d ��GRK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS_ Call for the next inspection 24 hours in advance. (952) 249-46�� OwnerlContractor on site: Inspector. il_. White Copyllnspector's File Canary CopylSNe Notice �d�� CITY OF ORONO CALLED IN �-�-(�'T� 2:�E " " INSPECTIO�Na QTIC SCHEDULED J1� `�— PERMIT N�U t3- ��5� COMPLETED ADDRESS 2 3 L-S C� � �-Q OWNER ��[�c� TELEPHONE NO�J�' �'�� CONTRACTOR �� DESCRIPTION -��-��—�d✓� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS � ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIFEPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O >. � O � W � Q � W � W � j � �WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE w ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDEH POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (J52� 249-4600 OwnerlConVactor on site: Inspector. White Copyllnspector's File Canary Copy/Site Notiee �� ✓ D TIME CITY OF ORONO CALLED IN l INSPECTION NOTI _D�p � SCHEDULED � PERMIT NO. a COMPLEfED � ADDRESS a3��5 �� .o� � OWNER TELEPHONE NO.��a �g� �� CONTRACTOR � DESCRIPTION � � ❑ FOOTiNG ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FIWNG Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWEfLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP O PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPUUNT � ❑ DEMO-SITE ❑ SEPTIC MAINT. � FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVEH REMOVAL v O PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YiOU:_YES_NO � COMMENTS: � W � � , O �. a� O W � Q � W � W � J W �IORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE e � 4� ❑CORRECT VYORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. ❑pH0T0 TAKEN INSPECTOR WILI RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next ins ion 24 hours in advance. (952) 249-4600 OwnerfContractor Inspector: Whi e CopyAnspecto►'s File Canary CopylSMe Notice DATE TIME V CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED �� 2�uo PERMIT NO. ��3 '�`1T5`'� COMPLETED � ADDRESS ��3�5 �L�q.��L� ��s v� < „�. OWNER TELEPHONE NO. CONTRACTOR �ri c• �-�[ � DESCRIPTION -��s /��tL � ❑ FOOTiNG O PLUMBING FINAL ❑ EXCAV/GRADING/FIWNG Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z � INSULATION ❑ WOOD BURNER/FIREPLACE O SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPWNT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL O SEPTIC INSTALL p HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNbATION/REMOVAL ? OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: �✓�• ��ir.i/ ' /�7-/� ' Sh�qY�s-a,C a �Ftrj�sk �c�rbr ��tlS�i� j r�C7 �lcc.k �a�ro o L�oo� � L { � . 0 � W � Q ' � �`rt t 4 ' � a • � � ` � �� W � � � O W� ❑WORKSATISFACTORY:PROCEED �PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O RRECT WORK,CALL FOR REINSPECTION TEMPORARY V/�EFORE COWERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. ❑pHOTOTAKEN INSPECTOR WILL REfURN p CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑iNSPECTION REQUIRED.CALL TO ARRANGE ACCESS. • ior�„�2�urs�n advance. (952) 249-4600 IContractor on site: �� Inspector: White Copyllnspector's File Canary CopyfSite Notiee � / D� TIME � CITY OF ORONO CALLED IN �_ INSPECTION�IQ I�E�� SCHEDULED '� � PERMIT NO.Q�o J COMPLETED ADDRESS�3�5 �( L�� OWNER T LEPHONE NO.�`Z 7�� D� CONTRACTOR � � DESCRIPTION ��'�� ❑ FOOTING ❑ PLUMBING I L O EXCAV/GRADING/FIWNG Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q O RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � O FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J O DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL 0 SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEEf YiOU:_YES_NO y COMMENTS: � � `' Q.,L (l' `-�-��ev`� C,° U . p '' 1 N A L ��L4—�I N�, -f /4f ,�u� I t Sc/� °W► �. � �O W � Q � 2 � W � J � ❑WORK SATISFACTORY:PROCEED �RW ECT COMPLETE W ❑CORRECT W'ORK 8 PROCEED ��SSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CAIL FOR REINSPECTION L� TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR YV{LL RETURN �STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 brthe next inspection 24 hours in advance. (g52) 249-4600 OwnedContra e: Inspector. Whits Copyflnspector'a File Canary CopylSke Notice � �- .,-. i ^.ni "'I C" �I . ' tP� `_� . . ''`� �' ',,. � ..i i,�� .,�� ' .i� pf�rl �6�'.1{di}°�1.9 . ../ ~ ... , .. � -�� '��','� :' •' f .,.. \� ` /'� .i� -,. . .,.V ' .. . ..�� '�� .!�'I(�. � \�ri""'.�;P;� ` ~\'( ��, jj � � �� I � , _. _.,_ . _ � _, 4'. \%' . � ` ,,- . .r :� .....__ �1��'�� j_ !'� �. l ./ �i\'.=,1� � --.,_ , � ��-� / ?�/ �/� ��. . 0. /'� i' '��o ,.� - --' — ^• / il ;;��!: I , +� . ._ :..... . . I �.,�� r _ .. , ,r,. - -- -% ( i, f �_' » � �� . r".. �.��. r„�-�- , ` `� � / � '� ''}'.,",• � :. G.✓i � �-'`v,.-•-^� �'_"��! , .. �� 4�s' �� `'•''/ i �' �':'� I �� l�'�/ �. __ • � ��'1��.. �� .r.� � } / � F / ! /' .. � ."`� ! 1i \\. �.. � �� '{ � .. 4 . %�i ! ` I�,J �iC��>l1�b �_r..,.. _ � ! . .. ' i?. � � f _ .�_ . _ _.. . �:.,� —� �j � ;� '1 ""�- s^ ��.. � � r.;( I � ��, t t . t-_ I`�t . . � � '� / 'CL')In '•i'`\ ii '.1:�. , ' � � I f � ��i� --' �� . f, / l \Q.i�'� 'S`,\'' � , � - . �I , /- II . � t% t \�J�, �1. � ;I j'::{i•. ' ,` ��`' .r �, '��L �, ;;' ;�i ;i �; �' ; `�,.� :. ,� ; ,y -:,, ,� •�. t� I . -7 , `y 5 '',,� / •�/•? , , ii � ,LIJ�"r�`\, !`i _ y �.� '".`�`� � i' � •• � �� ,^ y , _ ' '+.. `h�� I� '; , �-j��: �. � �:�1 f � a"V � , ��, . r` �- � �I .. �� r '�� ' i�� i�.�� -��'.'r 4 - 1 �.,;.% ! , .��' f l. . �,, �'',,•� '\.�` 1, ,\ f li ..��i)i• � � •�.:.v � ? j \ y � ;� � �' ;. j� II �� ` � �I\�.�� -,y�r,�` ,j ��, t \ �' � j r�'�;,,,;1, I�. Jy�l - \�1 �J�^J^+��.., }�.,'�� t, / via . 5{ \; I�, �9:�d r . �.. ;.;�•'� ,t. ,r �,' � ,, �. �, G., �� ' I �/a��;+��_.ti�f ; �'1 /" � ` .\. �' I� � � �'��; `" .: r�� /I� � ` �"��„'�.� � �;� •,,}i4• I i , ��. c, ,.� �<, �� . ,� �1 `lC)Z�I ' I t„ l�. ,�. ' d� �� rjt�� `.~ •. `'�. � �� ' �t�?�./ JSl ^�". �� _ ;' � t r' � ��'t 1`!.-�� }�; :�;{. � .;'_ _; ' ;�1 b r9 �I �\ �`,��' ��,4 �, "� .. :�:,�,�,. . .�'A f�'nf�-� d. 'h �'�� vS-ij J I � . � i� � ..'r .G..o.. t " ��1 ; �> �-�� I �< < �� .. _ _'_ . `I�J i �1 1�1,t F �l � ll 11�i1 ./f ,`•.� ,�,�u.. � �i '� .✓� �'s�. � � , 'Q,�� 'Tr�'�� i �� , . �� ,��)ji_ 1 1, „ 4 �il i S ij ,�, .�'�d l. �1 . �Il �" - I /a j t �; � �''� � ti � 4 `��'4; ��7� i S . . '', , �i . —� . II . G ' '� ; I �: �, i� , �'f �, �f + ,/" J�-r ��I� _..'�l_I� '�,.' ��1 " °�� . �.. .. -- �`' 1 � �i�ii .%" � � ,,�`I"'ali';� I � � .i -\ ' l �� I . .1 ,T rl� � nl�, �! ,�..0 � V I� ' � � �� ` 4l �1Cli, � _ ... ' I1! ��1} 9.�`! `\ ��4. �% ., �..:. ... � ��' �f�••`�'�,,V.d, . ~�y ` �i ,y' 0 ` 111� ((JJ" I �-�N', i��l}lt��!�� ' . , ll ^i_ �r 4 � i �. � "•\t,'i � 0,` . �� S � � �� _ _. �„� 1, � ��,` �;, �, . ..; � :: �� ' � f i � ` ... .",. ,�'� . �� j � �_ I � � ..�-,-.r ��j i 1 �J,; � ) , �I}�;_''' � � ' �i �/: . '.� � � ..-"o' � / ��"�f 1 �• j; �---� � , �� ,�;.�„�.% .1�,�.,��., ��. - �t !';f.�%� ,�,' � . ��4` ' ; o/ ; ;r'-:��. , !'. . � '• (:. Y / � .P,' .. �.'. ' .'- ..��' � �� %'.•f,.% y / � •:i� � •�� I � �' '� � � , r �t , , ; , •.. � ,. :, , �� ..,- � ' , i �� }.L. _."'._... _. ; 1 � j �` :` .�'7 � ''�. � I i r;'�: , '� ' .� ! /j ~'"�J' �f .. ./ :� ,. 4� � `�a I . i . � ,� .. �"' t '�.. .�.i• _ � .. , ,. '�� C} i I t"►i, ' � � r� ,� � /,�,��;F.•,: . / „ - 11, � _94 � I� t��• � a : ' j , ��•> •} 1' _ - j -:'' I ( � ,':.;��'i��' ) J. `•v ��r . h _ 11',,.. �i� • � � II ,. �' t � 1'��, ' i� � \\ �) � • .'i �f / �' �, ��h . � ��) k y ��1 �: i� � I i .1�\{,;1� . � '__ �;, ,}� t,' 't � T��R Y�l�j 1.�1 � � V�:� I , � % k. ' . ° l"d l • � .'.G'!:• � - ; � _ t�(%j 4 � � . �'1, � � .� '�� '�`� F ��1 t��' � , _.....� � � i. � 1 1 I r ,�•j� . .-_ � r�, � .R'r�, ,i• � ,Fi1 �� ' I i'`.' 1 � ' I --�' .—'I ' _ i.� ^ j� '+.. ��y-' i'� .t � ((li� � . � � . .� _____.... �l x - .. .. y . � _. �- �7 'i%�{�I�.. , ..�i� jd ��. �� I �, :' _ . - - � . � .i _ __ ..__._..__ . .,._.___-_ , .� S� , , .w � � � � 1' 1� \ 'i:, I �' -_,_F_ _ _ �..---�"� V r �� `� � J �r a.J�J� � � �l,j..�� ..",�..�� i � � � '_.aI_I J ( . . . � r r '� � � 1+ �1 �� i �:/ �_� , - �-�.T �` r:� � ' �;.,, � � — '}�l?'' ( _ -- — � �`� . � , .�, � n :> y � , ' , �� .'., /� ,•e ��! // � � � �� 5 ��(t!' I . _— _�� ' '. � � � -- ._ ' � S �! +x . '`�\f /` ��..r' 1�,' ` � "�, t: _ �tl .,� \ ..� ��- �� i -_ N � ;� 7��; �';�:� �. . � �-�,_ - '=,;��= -.��;;;��.� � ,� � ��AF � ��. �� . , ..... .. � r{1,°• `1�•'�� 1• .. �11 i .I�� !�� ,If9. � ... . � 4 y.. �l I � • yP�� /� i � �q� ,I�; � � t � .1 .* d � /' .,r I� '.i�4,. �� 1��. �. L � '. 1 `, �' � �j .�'�" .• �. , i �I ..'h r - /� F „ ` a_.,�� IY(�'�; / � .. ��\..J \_ �l . .r '�'�. up ��t'u I' ' i� _� l.J�:. 1 �_ �i�r S ' � �; lr '�n l„�/ • r� �� ;'i; . . ;, I r t ,. '= � �[� / � f '. I '�_ -r,.�, , /` �, : 1�� { . �� ' '� . p•,,, .� �i �\•• d, �i 4 11° " �� J '^^—�r:'�1�.•�.�^�� V i.� � ..I .. � • � � ��, -----� ,� .. ., • � .�, � ! _,._ _s•^,.6 w-._v_ � � —��-- ' . �'� _ �� ! � .. ; ••, . . ,, . . � , , , . ,. � � _ . .. .� . - . I -'�` _. , , _ ; ,. , ,� ._ . � ..' i , ,- , + NI``: ,. . � ;�}c.;h�' `; M�Ic l �...:�f�l��`�I`�U:�? �'"��-.)�(;.,'�Il� � `� ' '`''� ! � � r r y �� 'j\� _I..�'?�C 1•-1��'1+J1. �:►1�J _SS'��, A�,;�: � �� .,``.. � �l .. �. r'" �•''� ' � � '� 1"• � � ' �� .��.. ------: � i 7 �:�� !� ;- { , , „� _ ., �.""... � `` -.s � ��`,U ��I{_i)d,i u. �_� 'l?��` - � . 'r.� �i '', � .___ �„ '_.-- — —._ . ... ...,.�— ti ( !� . i� '1' . •.�. ,�r .. ,�/<«,j- �� ' , � .� ' . . �' � �� ~� � { � �\ .^� : �/ � � C � w� �' �� . } � �y.;' , . r �\1r, _ \I�+�� .. .'i�. �,y`��V/,/ `'a�.J 'P�r \�'•! � � C, � /':'�i.'.��' ;� � .. . �\�. ... ,'�1 `�l_ _i V �` .,7r•C`/� r ; � IJ ' . _ \, �l� ., �- �r�.� c::5� •' `':�,. Z . i� lU ' ' II �;•� �. � 1 f � . 'I •,., �� .. �_;-,� ,[•� j� � , � 'ti � , �� `�\`. ♦II �r ' ' �II :i:.;� �J �nr � � 1i �j'•• � ' . .- r e, . �i 'l' �>; ; \ `7� j �'l::m�• F `' � 1 ��• '/ .'" •( �. • II � .•�� ,�� .� r'�,'r� J ` �\. "' � �� ' � V `• , \ �` `- :� " I; ' ' `rv_\ .� , / � f i �;4�: ,� E � .'� �; i%' ,%` ,/� \\ _ �:�; �\ .`A n �I� ��.i � � �N j, . � , � � J i'� �� ]r / � �J \ t` f� !i i •N ��!,\: - /J / \ � �. � �) �'" �' .. :�` j,t - . ,! ;�` `i ;� ' ,;�� - _ _ .\i .4 �--. �_n�� - .r�. ` � � L � � � �1 'n�, ' '/� '� � ` i r J ;`' .r�, (\ ��,'.,,� « •� ..1�` .n_�`'�.�''��,y'p�� V",'. /� �� i �� .i jUM„ } `�'. ,'. f, �r� .. " e �..�, ,� • . ,'' . ;� � � ..r� � i .;��'i� I`„ :� ) , ._ `'ri��) � /�� _.`I i� �':};Gl� .. " . . ., ' `�_ ii� ii�\�� r. ,�r ili ' , �-�...t��._�I��\/ �:h. �-- -- -' � �ii V��a . � � �;�G�. ,i_ 2 r. � � .. ? ti.._,_ v.,r",i �..i, • ,. .� �. I%R`.� �.(i ,•-c,i ir:.'�,`u k •;,_� ,� '�- /� ., '`�'��i �(!?�,� ..1' •'('� t��\u ,.'- _ .v.� n y � •�. ^.._+ _�I-,.^:1 �: ^�ti./ �:'�,��/ ' ' `� � ''�,i �` ,, -.. _ , ! 7;;!�'•," � , �{.': ;.4• •A ";,1� F.:I``a ' _.�- - _ -�-��,,+ � � .;1' • c/' . . , 11, . .� '. �-y . . "1 ,� n _. • / 7 ,`�( I ii � I J � a!•� i� .�./�I� `�� , .. � '��.,�" /�.._. t-�l J"j h^'r ,�jJ1� oeV�_j:Li�Vn�)�'��J_ - � � 1�,, �� '� ' .� '��" . �� . �• p ( , ,, �`—� . r ----/�---' 11 � :v_r'__ — — �' � � � . , _ •.7 „ . .�1 t� Y. _� .� \�.,� ,r � � 1 . __. ...... (�J t ,�S✓. . �, , �. II" ,,�.� --'_.��`-"'�- '' , . � �.G'' 'r �`�`..� � ;:.:•;� „ .. . . �-- �, ,.�e�-, �.`� � �+ r �" � �.. ...--� ---u ,. ,;,....�, • -r 1 , • v r' � � ( :�. �. I/ '�r.. ., i �� .. .��1 ��. �',�„ � • ,+r I i ,� ./� � •"•I'',". 'a ',�i, ' . �,` ,. ;� .,�'' ``- ;� /�(�� n� � `^tis":: .• � ! •a YV �..:� / �1 �I . j � � �� :1.4;�•� � � � I •il,i}�... s,' � , ! � I ��%/4b; ; . .. t'� g � �? �l �'11iii;i ,v- . � � I i'uy�� . � � 7 l� ��I'�� f � ' .. . ' c J,P � ! Y�'fl � . .,. :�� '` 1 ;��,.. � i ' " `� � . . e,r„i p p 'l• . � �{a ✓, '• ,` , L'!.t � ,�f(.�., 1� ,1�� "Y\' ,'1.,(� �a• •�r w �� .. •�'I.(�� 'J ;� •;.,k �I�� i';\i'�I . 1�.-..� l�' � ...... ,.. . �� h ,� h� � ��'a:� � J • � GLE�IDALE COVE �° � UZ�e WETLAND BUFFER REPLACEMENT PLAN FOR Z Q �; �,BOHLAND DEVELOPMENT/HICKORY FINE HOMES, AND KEITH WILLIAMSON W z W� ' � OF LOT 1, BLOCK 1, BELLE AIRE ESTATES REARRANGEMENT, AND � �Y°'. LOT 14, BLOCK 1, BELLE AIRE ESTATES, AND LOT 1, BLOCK 1, ULMER ESTATES, AND � �J LL �(�/ IN THE SW 1/4 OF SEC. 34-118-23 O W o Q� HENNEPIN COUNTY, MINNESOTA � wa5o I cNi� N W� �., NVA�M.O � Z �� --- -----------------------WILLO---------------- c ,� ��, °��3� r___'____-____ ' _ (fJ�__' _'-""'_"_"__'__'_"_"_"_"_'__'__"_"_"_" '_'__"__'_"_'__"_'_____"__'__'_"'_'_____"__"'__"_"__'_"_"_'__'_____'__ -_'-Z`ONSYhUCT�ON�NTiSANCE-_'_____'___-_'_"__"__'__'_'__"_...'___'_"_"J ��/ � � C� �, � (�¢0 N � � � � N�Q� �wEr�inr+oFiwnc ' � 1018.875 � W W J� i '_'._'__-__' �iz.- 7.- 200.- i m ?�LLJ � �� seo.�S .euFFER � C7 2 i �,8 '�, N IMPACy O I /� o �--- 1 ; � �;- � I o W Z o � EXIST� ll')S I � ,3 �J� ` j'_"_NWL.99i.5 3�. BUFkp q .-S.F.DRV /-'1 1 I1 c y � ' � � �a - � _ . , C�a •- �__________ ____________ � ' _ _ �M �g o�r✓' � �.\ '_yiNyfy93_6. ,I. Iteo.-s.F.� 1 1 Ox � ? ; fR U Vt�" N '�� O � �\ `\ � BUPFER IMPPGT � I Z � � EXISTING HOUSE $ W V ; w� _ ; �- g �T o� `, �•, -_ --F '�, o�� r T 1 ; m ;� � i �� 'i'f - ;-� W F-- 1 � O '\ }� � { � ' w �,� �O ; ,( `-- • '/ . ' � '__ .c/ i•._j ' . O 1 I � ? I �' 36000.-S.E � g � i �V v` r r �9UFFER REP MplF;� �� ` � H 5�HYDFPNT ; i� ,` 'I i` 'B ' m . ', m �19]dr S.F. � . y I �� v' ` `,,•��._60.-�`, N �yp�3FaS��J � l_________'__ � , �N 'a��n�u'I�� ,ry' �� c � � `� ; /'` H�' � � s�ro � ___J ro��SEW euFFEa "________'_'__ . i ��o� � ( • ( �� i -"�_ � " � ` , R C ME SOOWOA'E �____________________y�- ___�";'.!`___________-_____________.�� -�"�SaOao'�d'�i��os '� - - c 120wei�i7Wo , 4�a _ ,1<9.9Il�_S.f --- r--- - � �o . i9e.- ze.n •, I � �j \ � 813.55 _"_ O �*- 287.- � � � U � 1 FT(9UFFER�,��. .��. • �� M 2 I r � 14020+- . 1�� '�._ /� 1 '.\ / 9.1 � __________"__"____ _____-_____________'_ � ' c----sse. ' / i � � 1920+ .F. ; � � yh. �� i�` 19180+ DR� �� ` H3 � I n ,y � W O Q , .� ��i �' � � i �FESREPLACEMENT � ^{� 5 � �. � sU O 6� pi �� . •y .` ' '� , , �. � ' � `� _� -1 �' �5�`��" ' i i r O' � t�g5p,-SF. �',_�__' - `�%�pP'�� 20 40.-5. . PARKING LOT I i � J 17370+ � � ' MPACT� UFFER.F. 9%//�/i/�` ' J I ' � ,�'S;' + 16060 S RY. u.macr `�.-� "�� J � , I I . `M1} � . / � _�� ' t c � MH4 � � � ��' INV=991.0 M 3 � �FES ; `. :_ - �.� - f �--------- �� ,. _ � :_ �. .-� .� __ � ' `" '�"'" " ��- /� EXISTING BUILDING i ", � - - ---� •� r�, ; I �p q� (CHURCH) _ OWNERS j --' '` , _ I i . g CALVIN PRESBVTERIAN CHURCH 177 GLANDALE DRIVE g II I w i 0 A=50�� '"- � � LONG LAKE,MINNESO7A 55356 ��i� ' �i � � , - °'�� ' j , � KEITH A.WILLIAMSON J w �� ' ' 190 N.WILLOW DRIVE �� i i 182�Ot- � i� I � � � BLACKTOP I LONG LAKE,MINNESOTA 55356 _�� i .� !I 14150- � � � -�mo ` �, � I � � \� � � 10Y�'SR i , DEVELOPER ��a g _ 0 , � � ' � ; : , BOHIANDDEVELOPMENT � w � I I �wo I i � L____'__' `______'___- � STEVEBOHL y��W Z ---- _- � PARKMG ^----I -----------------------------^ 1&ta W.WAYZHTA80ULEVARD ----_---_- SOOQOVO'E 310.33 _ ~�UZ i I �_ 813.55 ' l/ + ; I LONG LAKE.MINNESOTA 44356 =�J s I ' l � o I I_____-_--___'______'-__-________�l:l TEMPORARY EROSION CONTROL ,1' , � I w��oa I I. Install perimeter control fenc'ing per the standard detoil plotes. � � � I Z. instoN o rock co�struction entronce per the standortl detail plote. ��;�_, w � I PR�Epg ` � � ��F�� 3. Use horizontal slooe grading. - : i , ¢ &nMi��i� - y a. Instatl erosio�<ontrol oround any temporory dirt stockpile a a ��::~ a ' � I � TOTALAFiEA=10.28+-ACRES =;�g� 5. InstaN riprop energy dissipot�on imme0�otely ofter instolloiionrof5storm sewer. ' 7w. I � 6. Instatl �nlet pra'tection oround catch 6asins. CEm � }_': �4 T^ �� o 0 7. 7he controcior for BoNond Development snall inspect aN erosion contro� BMPs I I I -'- ' • •�-- '- '�� '-�'- z 3 y after eacn r infoq o�d�epair as neCessary ond remove sediment fram silf fences BUFFERIMPACT.]MO.�S.F. r �I .fi. I - + "u•I•a� - V ¢ w if it reaches 1/3 ca acit xz-iueo.-SF. - ^,f:l=:=�j.•,;;_,' �� i � ¢ i P Y� - � . .._, , .l., _.._ ._�'tiI' o c� 8. The controctor shoN schedu�e his operotions to minmize the amount of disturbed ma �� ::• ;� , ., , � BUFFER NEPWCEMENT �� area at any givm time. The controCtor sho11 limit his octivities to the groding p�nDR.ED.I�B90.-SF. . _ _ ,T_ � � limits a5 5hown. _______________ P '.( i_-_ r _-_____-__-"____-_____-__-_- Q, 6 PERMANENT EROSION CONTROL ' II � ? I. Within 20.hours oF completion of the NURP DanO gro�ing, �install erpsion control / � blonket on the side slopes of the Donds. Biankets should be MNDOT cotegory 3 with \ / 5� W� ` I I 2. All the slmpes tho[ ore 3:1 or steeper sholl be stabilized with erosion control I 4 u ta IE p0t12/n O( 1.5 e� SquO�e ya�d. CON�ECTTOEXISTING (n 9 Qan9 w��h� �daY= a� f��a �,a�e. = GTYOFLIXJCIANEWATERI.WN GLENDALE DRIVE o�< I � z� 3. Othe� e.posed areas shouid rece�ve mulch and seed within 74-Z1 da after fina� � a. Seeding of distur6ed areas should �nclude 4-6 ��ches of topsoil, mixture 190 until � (n� � Oct. 20 or dormont seeding from OcL 20 Nov. 15. at 60 IDs/ocre with o mocimum soil temperoture o� 35, wiih type I Wch(2 fons/ocre) disc ancnored. For work I W I W ext sonnq [he s d mixture sholl be 270 at 120 IDs/acre. For details refer to o : denotes �ron morker �-- � � _J � MNDOT Office of E��iro�mentol Services Erosion Control Unit 200J seeding monuaL (9oeA� denotes e.iseing spot elevation,mean seo ievei datum Z� 5. Upon establ�snment af turf, the silt fe�ce shall be �emoved and disposed offsite. 908.3: denotes proposed spot elevotion, mean sea le�ei tlotum LAND FEP.TURE CHANGES 9iB : denates existinq contour lin¢, meon sea level datum � w Q 5� 1�0 2�� A. Total project area = 10.28 +- Ac. 3.5 +- Ac. D�sturbed � } 8. Total � � � 97g : denotes proposed contow line, meon sea level da(um � �� Im impervious SurfoCe area Of pro)eCt = 1.4 +- AC. �1� �� I I� I, C. Totol vervious area of oroject = 8.88 +- qc. -x--. de�otes DroDased silt fence L/ Q � `�� I D- Total estimatea �mper�ious orea of �Itimote �eveiooment = 2.2 +- 4c. Beari�gs shown ore based upan on assumed aatum. _. Total estimoted oervlous area or wtimote eeveiooment = eD8 -- Ac. SCALE IN FEET �o� i alt75u�Fer ��.m oct 05-059 '�`",�»--Y----------------- , � � �----------------------------�`,'-------------------------------------------� � t � � � �. � r ' � , � � . `_, � , . I t �� 1 � � � i.��i 1 . .. � `. i i , • . � . m '>'j ,` � I � T .. 1 � fn .'. . ' _� � i � , , ' ,� .� .; � � 1 A' ,' �, i A 1 d� � �) � � n ' � � �' S� � r`. �' � � �� 'v, .•'; ; '• �-' ' ��,� cn .� � '`. � ,� � i � � , ��-. i � ; � � ; ,r � ; � ., 1� � �' � � �•� , - cnr � ' �+ �m '� , ( J�y 1 i 1 �� • .i��l ' � AN � .�� .� , � n � � ' .....,� � wf � y� � A� _ I ' G.,`/� �c � `--'� w? � --='• � � � �, ��, � :_ � � •- � N 89°21'00"W 321.255 (14.97 rods) Y � / � � N --------- �,��,: ---------------------------------- 1 4.00 � cn r---------------N 89°21'00"W 214.00 -- � ° N 167.25 � �� j ': �-_ – – �� -- -- 87 -- � ---- �� i � - - — ?m ! J / o I � �� o �� _.. ;'�-, � � � a � ' � � fD � � `� ��^_% � o� �� o� � I o f � r i �,� �g , � J O � ;_`` { �'# � �I � \ ' O �� , ,' � �� \ I - c.N`'- I + � w� �� I � � i /v/ oo I \ � ��i i ' � � � , �i I I �� 3S ��N6 �'I ` � I � � � \ �3873^ �'� � � 4c / �,�;�� I� ('`. � � � � � �w � p�'a J C c S9°q %,2p \ � (� `. ; I � � l � � 38y LZ �`�'� ' S?7 634� �� ',^�'-. I + �, � \S 9�0 6 i��, � � , i l � i i�0 \ � � \ \ � \ �'/ ,p0, 000�� O � / i 4,0 r`` I ��.: .�.. � � � i � � � �� '� � " � � � �� ' S 89°21'00"E 181.00 � , � � I �'. ' � 174.00 � `� > \ � , ! / 1 ��t \ �t�o� � � -� � i � f I �n I � \�� \ .o N � � 20 �cD � rv n ?,�� 2 I�� I `�o� \4. r'n �1 � o ��I � �1�,, ' ,u'o i� �� % �� _ 1 -r o\ � d c� �� , I �'� �o �,,�'o�, I� `so"`s. oo �`''w �� 'OZ �°, i 4 �, eu�e �� : ��\ o°,'o '�o�o, o / � �N � � L�' �' � O ea6 5 :E ; � �� ,, � I ��L / g��'°�� '�� oo � ` Q� 0L + � � � � / 9�, �� I __- "-�' _ � y f��`.��0��," � J I;– – – – – – – \�N 25 I o 25 � I ��8� � � op gg�.L�,/ i\ \ - ----:�`�9�aSE� � � /`' '1 � — — — — — — — — — �c�ii ' / � �j��'� ;� Uj o\ �� I ' ( I� West 142.54 � lo g � � � � � � �,`� I wo � � �� 4,4' 0�l' i o � ( � y �O° w� I � I � ' � S�x �� / Arn I �� n� � r � � �; � � As;� � �W w , ��'��,��-�$q gs�ti � �� ; � rn n, .� n� � ��O\. � °° a� / -`-��.' �Oq,�'('� � 4: I I ';rn � ' 34.68 , , � o� a °' ' �' �� r - � �o � S 86°36'40"E � � I � , ao rv c�` � �o � 1 I I N S � m� Y i I � � 1,• I I � � r D � � �� ' I �S L�/ 4�4,�'� o� c�o + , - �� "� I u u I -----I----- --- �, �� / `',Lw cnll°; 33 � � v'' � �E I�1' � '1' aoo I 'f � � 20 I :�,� ^ / � � � – – – – N AI Y♦o' 1 ��gs I � �/1 � �IIa�; � i � � I �I �� ,°9 / � m� p., I o - - — o ° � ,Q � � i i �1 �� ; � � � \ l/ o � .-. rn 1 — —� — — — West 149.17 — — — � — ,o� \A A \ i/ il m� :,_� 1 ��;� I i � o < cr. v` � � � I ol .: I' ' � � \ W " ' I �o\ O �\$ � ��/��/ ol East 139.00 ;I ,'� � 1 \�`�'�\� � p\ \ � �oy� I �– - - - - - ' ' -28.31 � ��U?\ � \.�'� v � /� ��'� I 28.43� � 110.57 '� � �\ � ' \ ��\ i / /�6� ( i� � // // q'�'v�;pc', /// I 1 � �� /4,4, I � ` / 7�/ '0'�� L �`( � � \ �j Z � � i � \ \� �9�� \ I 1`,` /� �/i jw1� � I ; � � �O\� �\ I ` , / ,4� i Jw �� ( . � � °o• `ss � �o �o// �� -,.� A�1 o I ; ,`� � ��,G ��', � � �� ow, � �. i .,° � � ��rn ,\/ d / �� , Ns?,2`�8s I � ; ` � �,�� 636 I /� �w"/� O 6`S��. Z t ','. \ \ •�p A��I / yy/ �� i g + y \ ��'�'\ \ � — - - J a � � � I / / _ ( i � � �.� � � �/ / �=35°53'13" ,V8��' — ' 22.90� g �` \ � s�p�\ L L=78.29 , % �� ' �p•89=� m j, � �� ,� C,� —`'f,__. �tNi� � � ,' r �\ � a�j ?.53 � pp'051=a�22_90 � ; �. 4\ I ��i��6� 6�� t'-: . �� o�� „0�,00° N v� �°= ��`,�8 I C;j�_ -� '' � � l.�' °s� \ �` s5.pq —-—-— LN',", g�i lv=� �' :':, e63�sr..� � ?2jS5 ��g 0� ', 22.90 � < � \ \ � 1O � ' � �=35°39'36" �g'�� L=108.92 � I o ; O� w i . . ��. I v°', ; � ` � � � :� � C�' v' � r � � � .. � � � ..,....:,1�....... LEGEND REVISIONS ' t DENOTES SANITARY MANHOLE � 30 15 0 15 30 60 � DENOTES ITYDRANT � DENOTES CATCH BASIN SCALE fN FEET �' ' G LE � DALE ` � DENOTES STORM MANHOLE � I � � DENOTES STORM APRON CO E LN. I p DENOTES SET IRON MONUMENT � � Vo 0 � /� � DENOTES FOUND IRON MONUMENT NORTH z Q ` I ¢ a�s 9. ' x 0 00.0 DENOTES EXISTING ELEVATION �-- ° � ��7� l'`�p�gj � 'r�sO 6 I S(+, \ ,`"' (000.0) DENOTES PROPOSED ELEVP,TION � � a I p � � • O Z � ` � �� S� �f`g �AS J� � � +�-- DENOTES DIRECTION OF SURFACE DRAINAGE C� Q � � �� o � ��0 \' ��.� p00.0 DENOTES SANITARY SEWER SERVICE ELEVATION � � \ '' '�� QsJ A�'' a1. �p�,�0� OS.p t005.t CN�KA � � � LLJ � I ,�� ` ��f �� p��ss �g N ��z t0�- TRAN DENOTES TRANSFORMER TB DENOTES TELEPHONE BOX � } `�, i � \ ��c r �� Q j��5 r 1� �0� \�� / � FD R`54 27 5 5 -- --- DEN OTE S E X I S T I N G C O N T O U R D E N O T E S P R O P O S E D C O N T O U R W O s� ^ � I \ �5��'g�p0\s� � ,.�/ � 1005.6 � m � � 96 iD�m ' l ,� �� / TB � NOTES: �-- S � \ \°1 � �� d' r l 5 (1005.7) / � 1.)EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. Q ° � \ � / � ,� 3 4 � THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND (n � ,p�: ��, f�/, �� ,,,�. 2 _ + � .S. �� A L L E X I S T I N G UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE P �� I � \ � s/% '�Q �,� 1�'Cj`� f•S O � � FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS .�o S sb,�,, �l )iD'?9 •l� �D- ? u 3 `` % � � � t� � � 3) �pR� •S 0 � � � ��' 1��, FAILURE TO EXACTLY LOCATE AND PR.ESERVE ANY AND ALL EXISTING o- , Ia � -- \ "? \ �? (yq�p �?__�= .�-�t� 00 �3 ��r�� < UTILITIES. � »� °- � � �2s ��fQ 2,rt`�� 0 ' � � 3 � ��y \f � � �*� C�£ T _ �� f�4 Z „� � 2.)MUST MAINTAIN A MINIMUM 2%SLOPE GRADIENT TO ACCOMMODATE � �J��"' 9 � - _ 1 �� '` � . � a' POSITIVE DRAINAGE. ��"3 oEs� � � � vp g9B.61 t ?�998 sJ '��F -- --� � ,, �4 � .Q� � .� ��8\ I � � ��n �� 3.)ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF A FOOT AND / � Q.7 ) p � �Q � -' � � �� , CAN BE USED AS BENCHMARKS. O�. � 0' ry � � -� p � ��r�;;.Y � gg1,7 \ 992•0 ¢ � �9a` p 9Blf/"�- ,�Sp02- �; � s� �`v�''� 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLY AND DOES r" NOT PURPORT TO SHOW EXACTLY HOW THE DRIVEWAY SHALL BE BUILT. \ � \ �`�'.� �- o � \��r �6� ` � �_% c� �,/ � ^ �� W � 99t \c�`,� /�`�� .�� -' °f � �• '` J 5.)A TITLE OPINION WAS NOT FURNISFiED TO THE SURVEYOR. � � z � tp 992.3 991.3 .�' = 991'9 99t��'F 9j �Js � � '998•B � 6. PROPOSED GRADES SHOWN ADJAC:ENT TO BUILDING FOUNDATION = � J O � ti - --�� O 992 5 6 991 Z 991 2\�� ! \ 998 ��r�3 J - r REFERS TO TOP OF BLACK DIRT. O Q O � Z 991.�5 Z �,, \ � B7 0 - g�8'�_, ,p ._ _ _ r 'y ✓ � 7.)BENCHMARK: w w O 991.3 �y�•0 � � 1 996 ~ cr+ �" --� MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIDEWALK IN w ¢ Q Q O 992.5 9 9 1 � gg�,2 992•0 � � � � SOUTHEAST CORNER OF WILLOW DRIVE. Q w W Z O � � �f sss.2 � V � � J 992'0 ELEVATION=1012.81 (NAVD88) � � Z � O . - ---� - _� FD 1' SOLID N89�21 �Q�'�W 167�25 993.7 � � 994. _ ___� � Q N U 993.4 � FD RLS �� I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION w \? �� I � OF A SURVEY OF THE BOUNDARIES OF: U � SETBACKS LOT 6,BIOCK 1,GLENDALE COVE,ACCORDING TO THE RECORDED PIAT MIN.FRONT YARD SETBACK=30� OFFSET IRONS HARDCOVER THEREOF,HENNEPIN COUNTY,MINNESOTA MIN.SIDE YARD SETBACK=10', 10' ELEVATIONS ARE TO THE TOP OF PIP= LOT AREA= 18,374 S.F. \ AND THE PROPOSED BUILDING TO BE CONSTRUCTED AND OTHER MIN.REAR YARD SETBACK=30' HOUSE AREA=2,388 S.F. ' 6� � IMPROVEMENTS AS PROVIDED TO ME THIS 29 DAY OF SEPTEMBER,2011. DRAW/CHECK OS#1 =1003.51 OS�3=99922 � DEVELOPMENT PLAN DATA - WO c>��_ ��o�,s cs n-}_�9�>�, DRIVEWAY AREA=903 S.F.: MNK/DBP GARAGE FLOOR ELEVATION =1005.5 SIDEWALK AREA=88 S.F.�'� , 07D-31 13 BASEMENT FLOOR ELEVATION =gg7,p BASEMENT STOOP AREA=222 S.F. _ -- TOTAL PERIMETER AT OR -�/ �---� � �� 800K/PAGE PROPOSED ELEVATIONS UNDER 1001.3 FOOT CONTOUR=93 S.F. TOTAL IMPERVIOUS AREA=3,601 S.F. ��`5 NA PROPOSED GARAGE FLOOR ELEVATION = 1007.3 TOTAL PERIMETER =172 S.F. JOB NO. PROPOSED TOP OF FOUNDATION ELEVATION=1007.0 COVERAGE= 19.6% ; David B. Pemberton, Licensed Land Surveyor 31202-138 PROPOSED BASEMENT FLOOR ELEVATION =998.6 COVERAGE= 54.1°/a % Minnesota License No. 40344 DWG. NAME Floor Area Rado:d. i, CERT 31202-138 REVISIONS LEGEND �,�.� � . '1 • �' Hc�;�:+EJ_!£'/A�v�'c� O DENOTES SANITARY MANHOLE A "`s`-°'"-R�+T`c�*""E"3 �,,,:-•,��,« ��CEiV�D 30 15 0 15 30 60 � DENOTES ITYDRANT Hc,i��r��AK . ., fir P "' 6 Z 013 SCALE IN FEET ❑ DENOTES CATCH BASIN ��'(Y OF ORONO / � �LE � DALE ` � DENOTES STORM MANHOLE � 1 � DENOTES STORM APRON � GQ E LN. f � p DENOTES SET IRON MONUMENT � � � ��n� V o _, . � � � � DENOTES FOUND IRON MONUMENT NORTH Z a S,7 E P N �GRADING P�.�N ' t � � � �s x 0 0 0.0 D E N O T E S E X I S T I N G E L E V A T I O N �.._ r • �' Q ;�� 9 �r 1 P P�O D Y 1�TN v iSR O N S `�� `�� S.`S O 0 l f�'' ` �" (0 0 0.0� D E N O T E S P R O P O S E D E L E V A T I O N � � (]�,,QQ V � �`r� '�.S ? �6` p ` + DENOTES DIRECTION OF SURFACE DRAINAGE � Q �Y ! � ------ --a------� �� #♦ �� ` �` � DENOTES SANITARY SEWER SERVICE ELEVATION � � � � s� � " 0 5. 1 � '�=�TE__--��-- � • �� \ OSA�1 '��,, � `o�� 1005g£r"H��'� ` � TRAN DENOTES TRANSFORMER TB DENOTES TELEPHONE BOX m ¢ } \ p��'� qy 1003.5 `�0,�: , � e.5 _ _ _ _ W � I ��j� � '� �� '�/!\ �� /I / 4 FD R�S t2�55 ` - DENOTES EXISTING CONTOUR DENOTES PROPOSED CONTOUR � p � I� J` p>M�S� • n.�f _w ��Qg.b �\ .L S � �6� i°�\ � , � ��"�� o, �� T8 � NOTES: �-- � � \ � I N ��5'7� / ` 1.)EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. Q r°� � \ �� / � .,, 3� f � � 1 � THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND (f� � \� �� 0 � ± �v A L L E X I S T I N G U T I L I T I E S B E F O R E C O M M E N C I N G W O R K. H E A G R E E S T O B� ! I � �� \ / �� d� ��'� S � ? p �'' � FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS :��°R'I ��'�� O / � � l� �� A � i ? � 1�_�Q � F A I L U R E T O E X A C T L Y L O C A T E A N D P R E S E R V E A N Y A N D A L L E X I S T I N G r . s I �� \ � � ,�� J�qp,�p�$� CqR `�' �� 'o t�3 ~�i �"-_ UTILITIES. � ,;:\ � 9aj�� / � \Q�Q C�'Q�G'(E��`O ��'�� 4~ Z ,y � ` 2.)MUST MAINTAIN A MINIMUM 2%SLUPE GRADIENT TO ACCOMMODATE �'�y 3 �r" \�s � � 9 't � � �'' � POSITIVE DRAINAGE. ��a oEs� � �0 88�6 ?0.�9?'�� Nf f � O ~ o�k � \ �P,�� 7.8` ?�S ti - �, ��4 �" ' 3.)ALL OFFSET IRONS ARE MEASURE[) TO HUNDREDTHS OF A FOOT AND / � 'L,9 ) p � �a � �,• •,,� /�� CAN BE USED AS BENCHMARKS. p ' 0 ry �� •� ��.. p 991.7 \ �2'0 �� 9d` �.� _,�p02- � � •s� � � 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLY AND DOES O �. �? ` C'f"�` t` / � o► rr. NOT PURPORT TO SHOW EXACTLY HGW THE DRIVEWAY SHALL BE BUILT. � -�9G��, �� ,,,_�, .�� '' a, � ..,1 W �p 992.3 991 \c"7� j �.� .� �' � °1 � / � � � 5.)A TITLE OPINION WAS NOT FURNISHED TO THE SURVEYOR. � w Z � 991.3 S = 991.9 991�2 �4�. � ■998.8 � � � � � \ .j.�, a . J _ J.-' 6.)PROPOSED GRADES SHOWN ADJACENT TO BUILDING FOUNDATION � W O ggZ.g 99t Z 99� Z\ � �� \ ��,3 � ' J _ REFERS TO TOP OF BLACK DIRT. � p Q � � � 87. 998.22 I r - � Z 991�� ` _ _ ._._ � 7.)BENCHMARK: � �w = w O gg�,3 991 � �9 9�2.0 \� �996 � ^ � � -� MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIDEWALK IN w ¢ Q ¢ O 992.5 gg t,Z 992•0 � 1 � ` 9 995 2 � SOUTHEAST CORNER OF WILLOW DRIVE. Q W W W O � �9� � � I U }' � 9 �� ELEVATION= 1012.81 (NAVD88) LL, a Z � O FD t" SOLlD N89�2� ��Q��W � S/��rj 993.7 993.4� � fD9RL� � � o � � �� r� I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION W (� N V � OF A SURVEY OF THE BOUNDARIES OF: U � r� SETBACKS LOT 6,BLOCK 1,G�ENDALE COVE,ACCORDING TO THE RECORDED PLAT MIN. FRONT YARD SETBACK=30� OFFSET IRONS HARDCOVER FLOOR AREA RATIO THEREOF,HENNEPIN COUNTY,MINNESOTA MIN.SIDE YARD SETBACK=10',10' ELEVATIONS ARE TO THE TOP OF PIPE LOT AREA= 17,374 S.F. LOWER LEVEL=1430 S.F. AND THE PROPOSED BUILDING TO BE CONSTRUCTED AND OTHER MIN. REAR YARD SETBACK=30' HOUSE AREA=2,388 S.F. MAIN FLOOR=1441 S.F. IMPROVEMENTS AS PROVIDED TO ME THIS 16TH DAY OF AUGUST,2013. DRAW/CHECK OS�1=100351 os tts=�sa2� MNKIDBP DEVELOPMENT PLAN DATA - WO os x2= ��3 oS�-:_�y�� DRIVEWAY AREA=903 S.F. UPPER LEVEL=2062 S.F. GARAGE FLOOR ELEVAT{ON =1005.5 SIDEWALK AREA=88 S.F. GARAGE=947 S.F. DATE BASEPAENT FLOOR ELEVATION =gg�.fl BASEMENT STOOP AREA=222 S.F. TOTAL=5,880 S.F. 07-31-13 TOTAL PERIMETER AT OR BOOK/PAGE PROPOSED ELEVATIONS UNDER 1002.1 FOOT CONTOUR=86.5 S.F. TOTAL IMPERVIOUS AREA=3,601 S.F. TOTAL LOT AREA=17,374 S.F. NA PROPOSED GARAGE FLOOR ELEVATION = 1006.1 TOTAL PERIMETER =172 S.F. JOB NO. PROPOSED TOP OF FOUNDATION ELEVATIO - . COVERAGE= 20.7% F.A.R._.34 David B. Pemberton, Licensed Land Surveyor 31202-138 PROPOSED BASEMENT FLOOR ELEVATION = 97.7 COVERAGE= 50.3% Minnesota License No. 40344 DWG. NAME CERT 31202-138 t-_-_____�-,_,�.....____� .� �„�-t �� -� �------�-r------1 I � I I � I � -� � � � rn � m � m '` � AT � (� (� J� N �j� J� Ti + T� A~ I ■ � �� , ■ O ■ O i O a � , � 4 � � a D r,� i`, �� 4 § � �4 §� 4 � � �§ � ��_f � D � T n `� � 17 - •'� . _ (7 r�-a--�----- ,� ITI .O _ sa 'a = � (/� � s .w� ________ C� �' � ro � 111 n��r t � v-�ur T �TI � �' � m � � � �_�__ m � _ _ � � � � � c°'. e% ! i � r � r O � � � ~ ( ' '� � � '� � � p�Di " � � � I'TI �� v � ----- ---- � �� . � �� „�. � �t � o v T � � � �� q� R• � O �'-'- r.o- �� y 4 � �• V+ � P-71A' �� S` � �� ° � �, �� e� _ �. :.o� '� .� �.a � � -- -- ------- I-� ' � I � I�R� � I I�� I � § I �°i u�°:c' � I o � I Si I � D I �i � l � f ; Z -- --------l--� I p rj a� �I j � - � < 4 � _ ji o I � � � - T-- ---- -�'� �' �� $ ' � _ � � �� o� � � � � � � i1I � � I � � � �./1 �� '�f I � � r^ � ( � '� I 1 � i ' V1 � �� i . i ; � , I , r— _____�_.___.__�'±'_�_.----.-- � 4 4 r-- � #� � � � i i � �' � ( _ � ' �: I � i _'_TI.I_"_"_'_ONQER7RUl8 "_! I _ _ E-0'7tf-0`PA7K10R � I r � r � iro �rs isveea� � O i u� we� � i _ � � ' � i I � � �__�___., -�- � ---- � � ' ��no na I �� ' �rnooR�s °� �� - 1-- I � � I s� - - I a wsa�. � e _ J § � ;--- I � _ a � 3 4 4 � �---- — —�1 � �� I I �___ > _ . x I I �� . � � V i � � , J � � f �' 4 i� --------- �' � � / ` � � ~ � :� I __J � A � � I �I i .s...._._� � � 7�,�8 4 '''�....... ' a�� 1 ,l ' �� ± ' � �� 4 I ' L � ;PA A `r � q§ � i �I I � S r 1��,1� � � 1 � t � s I � � ( � � . � �r N � a a � � � ■ � � -�--1---- --� � � � f � o � �� g � '�—__ _ _J :� � "' � �� , , �,,� � 7'�___.,_..__.___..---_..�'',�.._�____..� y W O ' - 'I',:� II =�_ --___ � ' • � y � � - _ .. ��yy�� . � 4� �, , �� - - -� � � ----------__ ---------- , ,p � � ..�_.._.. �� a i� , '--is��a�a,n.�na� ----------— ��eiwn+ , k ! y y� , �s v�cr � F� o � + � �" 6 �� eacaa,n�s 3 �+ _iI � ,raeoa,n�s ; : N �y. � iy � < � ac. �� I � $ 4�srac. §� I s � 1 (� ~I' I �� c� � � l4 � I I � � ~ 1' i ��'r ? � Q� � � ( � � k-��i� � �� t � - ��--- ---- � i � __�______.._ __._. .� o, ,,, � ; . i ..�$� �� '�'� �'� x � �� i4 � I� ��$� � �� ' �° � — � � �� o � .._._�.._._ { �� I �i � _._ ' ,rF�� _� � : � � o o� i i § - - �, o , � a - � i , �--+ �' g� i , � a,,�. . � � � � , ; �� - __ _, �� ; t � �� '"�� '� _� ' I W� � �� ; �� , . : -,,�, ; , . —�-- , -�--�---- ` " �� 1� _..:.. „�r T� 3�` H�Y" M' 1S�" f 3BW m+0" L 6T$ � 2013 GONYEA HOMES m � o � � � � �� HOEHN RESIDENCE � � � �� _� • • � � o0 2 � �� LOT 6 — BLOCK 1 — GLEN DALE COVE " w � � � Z W � o � . 3 o � m �, _� .( ° N � 2 3 2 5 G L E N D A L E C O V E L A N E � � � �� mm � , � � � � $ �� D . . •R�NU, MN u � �5,_�_�„ � �g p �n,_�_�„ � � — LEFT ENS 6F TRUSS UPPER LEVEL FLOOR PLAN NOTES: � 1. 18"4X2 FLOOR TRUSSES I i: I i i i i 2. 1/2"SHEATHING DEDUCT ; � I ' � I i � i 3. TRUSS IDENTIFICATION LABEL LOCATED ON END ! j OF TRUSS I I 4. LEFT END OF TRUSS IS PAINTED. THE(X)TICK MARK ON I i I I i . LAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ON i LEFT SIDE OF TRUSS DRAWING I j ! I I I � � LEFT END OF TRUSS «--19.2"O.C.SPACWG 5. ALL DIMENSIONS ARE IN FEET-INCHES-16THS � I I I I � � � I ' i� �! ;,� 6. HOLD RIBBON FLUSH WITH TOP OF TRUSS. NOTCH IS = = i i i � I I � � I I � �' ; MADE LARGER FOR VARYING LUMBER THICKNESS. I � I i i � I I I j i 7. ALTER TRUSS SPACING UP TO 3 1/2" FOR PLUMBING I I j � j ' I I �� AND MECHANICAL LOCATIONS. TOILET SYMBOL DOES NOT I I, ' � i REPRESENT EXACT LOCATION. � � I I I i i ' I i � I 8. DO NOT MODIFY,CUT,OR REPAIR ANY PORTION OF THE I; i I I i i I � i TRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS. � I I i � i WARRANTY WILL BE VOIDED WITHOUT OFFICIAL I; I I ' ' � i DOCUMENTATION I I i I � I I i 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS ( � I � I i I I � PLACEMENT ONLY. THE CONTRACTOR WILL BE : I ! ' RESPONSIBLE FOR VERIFING ALL DIMENSIONS AND WALL ! � � � � I � �I HEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. � i i i ; ' � i I i i � � i �� LEFT END OF TRUSS I ! I � i j : , � � � i , � I ' i I! I � j = I I � � I I � ! D�OPP D B�AM � o w; � � i � � � (sUpPlie 'y otn rs) ; �' I � I I i� I ' Q �: I I ' I: I: � _ uw: � ! J i I i � � �1 � � ' I I I j I \' r� � � X' �i � I N; � ' � � � � il� i i I � � i I''''' �! � ' ' � � ; � ' � �,�. , W ! � � � ; M , „ _ ; � i - - �' i __ � , , � c,'. i ; I � � ; i i �, `� , ' � �-a � ' I i " � � � i � � i � ! i i ; o LL ' I � � ' ( � � I � ; 0 0 ! i i j N � � ! I ; I I _ ,, " , � ' �: � � � I I ' � � - �, K I � � � i � ' i ' i � ; � ; i � ; � � �: ;'; � � i � ; ' ' i , � ', i'; i I ' ' i oi i ; �: � I � �; � i' i - ! , i � i - ' I - —�---=� FLUSH BEAM � � 1 �- I � ! i I (supplied by others) ( � � � �� i ( i � w., � �I o x:, o � i i o �; > - � m u� I; I: � � I I' � ' ;i � ! � � I'�IBEAMS BY OTHERS m i',I ��.��`t_�' ` - ROOF TRUSS GIRDER " G „� � 4 GE R�� ;. ,.� ^ 12�_�_�� v � 1��_�_�� v 1'i'-0-0 � 20'-0-0" 7�_�_0�� T �4�_�_�„ � Autort�ated 8�ild�n� Components, �I1C H�E HN SALES REP _ LLC WO# - T34343F 171y J_3£h Street DUE DATE : 8/22/2013 SCALE : 1"=6 ' -6-0" ��1�fe�C, �� 5�7z8 L YMAN C HAN DSGNR/CHKR: JLB / Date : 8/22/2 013 9 : 32 2 3 2 5 GLENDALE COVE LANE z'c Live 40 _ oo psf DurFac-Lbr 1 _ o0 f'/li]fr p �Y f/fl-.i?-�-999I/ � � � �11e7tJc' �T�-��-��T ORONO MN TC Dead 10 _ 00 psf DurFac—P1t = 1 _ 00 ��.t ��_9`�_`�gs BC Live O _ 00 psf O _ C _ Spacing = 1— 7— 3 z` v' BC Dead 5 _ 00 psf Design Spec : SRC-2006 "SF`Tl`1 N't� TNF STA�fYfJdRFJ S �`�C7R t'�,t JA I f7"'Y A�!'!] .51�R1rIf"F" T o t a 1 s s _ o o p s f #T r�#c f g : o � o � , MAIN FLOOR PLAN NOTES: � 19'-0-0" . � , � 2o�-ao�, t 20"4X2 FLOOR TRUSSES LEFT END OF TRUSS 2, 1/2"SHEATHWG DEDUCT � � � I� (� � � �� I; ii ;i I i `i I' � 3. TRUSS IDENTIFICATION LABEL LOCATED ON END � 'i I' i', I) I � I OF TRUSS. �' ' " ;I i l ;I � � ;! (I ; � Ii I ' � � o 4. LEFT END OF TRUSS IS PAINTED. THE(X)TICK MARK ON ': � I �� ;� � '( � (( ; � LAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ON ( o I � � �( � � ep , LEFf SIDE OF TRUSS DRAWING. � ; i i I i( � � ' , i: I I'I 5. ALL DIMENSIONS ARE IN FEET-INCHES-16THS i ( �I � ( I� i � 'I � , � � i� � i � i ' �� I � i �I LEFT END OF TRUSS «--192"O.C.SPACING �� 6. HOLD RIBBON FLUSH WITH TOP OF TRUSS. NOTCH IS I i i � ' ' �' � i� � (� I � MADE LARGER FOR VARYING LUMBER THICKNESS. � I ( �( � �� i �� I �,� '� I ; � i j � ' t 7. ALTER TRUSS SPACING UP TO 3 1/2" FOR PLUMBWG I , �( � � i( � �� ( I �( � I� �i �( � AND MECHANICAL LOCATIONS. TOILET SYMBOL DOES N�T � �I � � 'i � �I '� �� I I� ! i � � REPRESENT EXACT LOCATION. i i j, �� j� i � I � I. i i I � � I � � E ( � � � I '� ; � - � i �i i '� i 8. DO NOT MODIFY,CUT,OR REPAIR ANY PORTION OF THE �� ( �� i � ; �; ! �� i � � i ! I I TRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS. �� ! l j� � I i i �I �� ( �I ! �; ' � � I� �( E j ' WARRAPfTY WILL BE VOIDED WITHOUT OFFICIAL �� !; ' j �� j �: I � ( �: � ; � ( DOCUMENTATION. , �; � i� I I ,� I i � � j( ( ; �� i i 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS ��I ' � �( �� '� ;�� I I � i I��, { �; PLACEMENT ONLY. THE CONTRACTOR WILL BE �� i� I I� ,(. ( ':,� �i � � j I ��I ` i I l � � � I RESPONSIBLE FOR VERIFING ALL DIMENSIONS AND WALL �� I �I �I � I I I( � (' �� !I � I � � HEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. � ! ': � i I I, i j i ' _ _ I � � i iI � ( i� j �� ' i i i �i i II � ' m�� [��4� � ��y+»t zrw.�.�� ° I � � � � �� i i i I �I ! I �ss�rc-zc(.e.s.._�; ' � � � j ' I i � zt'�+GOrT1:t+rx.f+,�aw.-.'W: E ,; I' i i_ ,I I ;I � �( I i. . I ..; � �� i �I � � � anaress�e&�sc�a.s _ � �, � i ' 'j i l F•+s.:M _.`6;(s ---- _ - � � �: � � : ' ' � � � ; �i��£�i�f=�ii�R�Rfi - ' � ` ;I i �' '� i �' '' ' � � i i I I � ! '��' ;�.96�€'�}"�2"'� i � � ( �' � � '' � D� OPP �D B I�M i i ' j � I � � �a I Fr�E �-"�€G tS2`� �- �, � i i �( ' � �I � � (s�pplied by otfh@rs) I I i f � ; j � I �� ; � j i �_� , �� : i ' � �; ��2 '" �y i ;� i� i, �� I ; ��, �� _ �e€kt�t��+as��: ; � ` � ` I i ': I I - �-t�st�+.t�'� r , ,� - -- " `" , ,I i .,�.�.,� � ; , : ' ' , - �, , �.,. �..:.�.m. i � u . � � �� ; ,�` �� ; , _ — Y i :-�,� � -. � � � �,� �c� Y �'t,a. i �_�, , ! o �- � 'S � , , '�'� �a.�c T� __-- 1: i � ra'i I f� . i _� I, i I w �Li�'Tit�A['a' 28CL1"_ �, � � r� �1.�t�a , i � ' 4 ♦�, � � � i � �� ,I �:I �_ " : : i i i ' ' , �� , I _ - _�—�„�.�,�� i � i � i� ��, � � � � � I i I, ' ! - j � i ;� I, , � ' � j � I, i I STR❑NGBACK BRACING DETAI� - I ' � i � �� li � i i., � i � i � � j !� i I � 4 i ; ,' i I ; � ; � � I ;; � i i ! � i ; , ,' f ; � �'- , � � � � ' ' � i ' ' �� ' i j � ! � � I I i �� I ;� � !i i I �i i ; ` � I I ' i , i , i ; € � I I ' f I ' i � ` i � : � [ E 2X6 STRONGBAGK BRACING REQUIRED EVERY lOFT ❑,C, �, �� '� � !.� �� _ i� � � �� ; ( STR�NGBACKS T❑ BE SECURE� T❑ VERTICAL WITH (3) 16D NAILS � � � � : STRONGBACK LUMHER MUST BE 14' IN LENGTH AND LAPPED 2' A7 ENDS �� ,j I �I ' ; ( fI INSTALL STRONGBACKS PRIOR T❑ SHEATHING II �, �',� , . - I 'I � I,) II i'! i li li 'i �� SEE JOH PAGKET FOR ADDI7IONAL DETA[LS � �;. i. �� i� a� - i� � �� 6•-0-�•• v � � v 7'-(l-0" v ,. �E R� 13-0-0"' 13'-0-0" �— _ — �9'-()-0" t� �I.I��F��,t�d �{.��E�y �`QEyyr'�"�F��3 t�� SALES RE P : LLC WO# = T 3 4 3 4 3 F �-:�� ••e•,.• A H O E H N DUE DATE : 8/22/2013 SCALE : 1 "=5 ' -8-0" �� 1�"��`�'[ �,� ��$ LYMAN CHAN DSGNR/CHKR: JLB / Date : 8/22/2013 9 : 32 �,��k', 2 3 2 5 GLENDALE COVE LANE rrc z,ive 40 _ oo psf DurFac-Lbr 1 . 00 !'h�ittP �i/tlt-.�2-i��l�tS�t{ ' .�. 7 � TC Dead 10 _ 00 psf DurFac-P1t _ 1 _ 00 Pkonc . 7�'-�J-�1'8�1r. O R O N O MN F� ��j�`��S BC Live O . 00 psf O _ C _ Spacing = 1- 7- 3 BC Dead 5 _ 00 psf Design Spec : SRC-2006 rr�� J-�� L�J1(j�,Q,�t►J��s �(�f� (��,��j��',1��'f� �i,F��l`�`n' T o t a 1 5 S _ O O p s f #T r/#C f g : O / O LEGEND REVISiONS � Ptanning a zon�PI�,�nr:�w � �A O 46�1 t3 A.MS ��w�• � .� S DENOTES SANITARY MANHOLE xEvrs�oaFrtrarv�o�:e.s�irrs �z..3�c RECEIVED 30 15 0 15 30 60 � DENOTES ITYDRANT k�V1JeUFA� �EP "� 6 ?�13 �A��Q�p WITH F3EYi$iGNS(SAi tiOf�83� SGALE IN FEET ❑ DENOTES CATCH BASIN ��'� ' GL� � DALE ` � DENOTESSTORMMANHOLE � ��TY OF ORONO � � IS� !-t \ Q DENOTES STORM APRON , CC� E LN. � DENOTES SET IRON MONUMENT • o _, �:t� I � � � � � ��Q � � � DENOTES FOUND IRON MONUMENT NORTH z � SITE P N ,�G�DING P�AN r I r �,Sg� � H � x 000.0 DENOTES EXISTING ELEVATION � [D APPROVED ��oPos��w�o o.� w �'.S 46 I � � �'APPFZOVED�iTH VISIONS �' (000.0� DENOTES PROPOSED ELEVATION � � �- �.0 \ �� . S2 ��0 4 � Z ��pp �/ � � •� - J� � � f DENOTES DIRECTION OF SURFACE DRAINAGE � Q Bv � � --.---� �----- �� Gb �� !` �.,,, � DENOTES SANITARY SEWER SERVICE ELEVATION � � � 1� .ro w ' �, ,�o�°�x 5.0 �oo`�•� �c� � �'�,. W � a. DATE__, �/��.-F �• ,�� 1 � Ce g�i+��i�' TRAN DENOTESTRANSFORMER TB DENOTESTELEPHONEBOX � Q � �o`�` __-- _ � � � � �� f�f�� o� \�� ' o FD R`5 12755 - DENOTES EXISTING CONTOUR DENOTES PROPOSED CONTOUR � o � � �`1' `6 �ls� Q�pp As� � .�� `�. 1005.6 � � = m � r�w '� ' ,� �� ;;; �' TB � NOTES: � � I \ \ � " � �� N� (1�5•�) / � 1.)EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. Q ° l \ � // Q� ,,, ,,�� "� � THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND (f) � i� �' \�g / �2 }�,w�• r •�r ' �,�� ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE � \ / � ,` 1Q J "vl�t-�� J � ?? �,, � �e}t`M,�� FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS .,�s S�3 �� "Z?S � 0 � � l� � � fJ pR � � � �,r�"'-1V�el � F A I L U R E T O E X A C T L Y L O C A T E A N D P R E S E R V E A N Y A N D A L L E X I S T I N G �'-�` �`; I ? �� f � � � �'�s�k°��?i��c�__'� ;a�'xt�3 `''��• a��-- UTILITIES. y ; � gaj1� V � ��.Q CQ CC��23 �)� - � • Z "� \ 2.)MUST MAINTAIN A MINIMUM 2%SLOPE GRADIENT TO ACCOMMODATE N�+,y �,�y � i �- �(9s��,� �. 0 t � a' � POSITIVE DRAINAGE. ��Na oti5` ,� �o�pg g `'d,b��'j '�.,, �N,f q� O . o,,R ./�� •p'"''� ��S` ?�s � �� 4� /� ` 3.)ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF A FOOT AND / � �L,9 � l p � �� CAN BE USED AS BENCHMARKS. C � ry � ,��+�� 991.7 \ �2'��f � t9�` � _,�p02- �" � s� � � v' 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLY AND DOES Q ,.., �'�j �`'� F�'�f'�� _,,- y / a� ,.r, NOT PURPORT TO SHOW EXACTLY HOW THE DRIVEWAY SHALL BE BUILT. } O 991. ��`t .�� '`'"`...`1�-- -l Opp " ""' c9n o^, �.� � W cp 991 3 992.3 �� .� �, � �' � � � ' S.)A TITLE OPINION WAS NOT FURNISHED TO THE SURVEYOR. � � Z � 9 9 1.9 9 9 1��{. � �l,s . W o � �E`,L� � J ■9 9 8�8 � ._,�,,. '� 6.)PROPOSED GRADES SHOWN ADJACENT TO BUILDING FOUNDATION � � � W Z � 99Z 5 \ - QS�3 � -" f REFERS TO TOP OF BLACK DIRT. p O � z 991.2 � .._.__ � 87. LL LL. � Z 991.2 99�.� � � � ��•22_ . � �, � 7.)BENCHMARK: � �w = w p 991.3 �y�•� � \ � ` `996 c�i� - � MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIDEWALK IN w ¢ Q ¢ O 992.5 991'7 ggt,2 992.0 � .." � 99 995 2 � SOUTHEAST CORNER OF WILLOW DRIVE. Q � W W O �+ t U }' � 9g2'� ELEVATION=1012.81 (NAVD88) � a Z � p FD 1" SOLID N89�2� �Q��W 1 �j/�,.�rj 993.7 , 993.4� � FD RL� ' -� � � � � �, U '`�� C� t'� I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION w � OF A SURVEY OF THE BOUNDARIES OF: U � ��SETBACKS LOT 6,BLOCK 1,G�ENDALE COVE,ACCORDING TO THE RECORDED PLAT MIN. FRONT YARD SETBACK=30� OFFSET IRONS HARDCOVER FLOOR AREA RATIO THEREOF,HENNEPIN COUNTY,MINNESOTA MIN. SIDE YARD SETBACK=1Q',10' ELEVATIONS ARE TO THE TOP OF PIPE LOT AREA= 17,374 S.F. LOWER LEVEL=1430 S.F. AND THE PROPOSED BUILDING TO BE CONSTRUCTED AND OTHER r��'�� MIN. REAR YARD SETBACK=30' HOUSE AREA=2,388 S.F. MAIN FLOOR=1441 S.F. IMPROVEMENTS AS PROVIDED TO ME THIS 16TH DAY OF AUGUST,2013. DRAW/CHECK OS#t=1003 51 OS#3=998.22 MNK/DBP DEVELOPMENT PLAN DATA - WO OS#2=1005.13 OS#a=99s.6� DRIVEWAY AREA=903 S.F. UPPER LEVEL=2062 S.F. SIDEWALK AREA=88 S.F. GARAGE=947 S.F. DATE GARAGE FLOOR ELEVATION =1005.5 gASEMENT STOOP AREA=222 S.F. TOTAL=5,880 S.F. 07-31-13 BASEMENT FLOOR ELEVATION =997.0 TOTAL PERIMETER AT OR BOOK/PAGE PROPOSED ELEVATIONS UNDER 1002.1 FOOT CONTOUR=86.5 S.F. TOTAL IMPERVIOUS AREA=3,601 ;;.F. TOTAL LOT AREA=17,374 S.F. �] NA PROPOSED GARAGE FLOOR ELEVATION =1006.1 TOTAL PERIMETER =172 S.F. JOB NO. PROPOSED TOP OF FOUNDATION ELEVATION=1006.4 COVERAGE= 20.7% F.A.R._.34 David B. Pemberton, Licensed Land Surveyor 31202-138 PROPOSED BASEMENT FLOOR ELEVATION =997.7 COVERAGE= 50.3% Minnesota License No. 40344 DWG. NAME CERT 31202-138 c�� o�S C-ea'1 � . . . • . • • 1 • emo To: Finance Department From: Christine Mattson, Planning Assistant � CC: Street File Date: May 11, 2015 G/L: 101-22205 Re: Escrow Refund Building Permit #2013-00858 pertaining to 2325 Glendale Cove Lane is complete. Please refund $10,000 to the builder, Gonyea Homes. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Gonyea Homes 6102 Olson Memonal Highway Golden Valley, MN 55422 w:�,street files\glendale cove In�2325�escrow refund request 2013-00858.docx , �. . TEMPORARY CERTIFICATE OF OCCUPANCY ESCROW AGREEMENT Orono Building Permit#2013-00858 � AGREEMENT made this�day of 1' , 20 , by and between the CITY OF ORONO, a Minnesota municipal corporation ("City")and Go yea Home , Inc. ("Owners"). Recitals 1. Construction of the new residence located at 2325 Glendale Cove Lane the ("Subject Property"), legally described as Lot 6, Block 1, Glendale Cove, Hennepin County Minnesota, is the subject of building permit application number 2013-00585 has been completed. 2. Winter conditions currently prohibit completion of exterior improvements, final grading, and vegetation establishment. An as-built survey cannot be accurately conducted at this time. 3. Owners request the City issue a temporary certificate of occupancy ("TCO") to the Owners so that the Owners may occupy the new residence. 4. The City will issue a TCO only if the Owners establish an escrow to ensure completion of exterior improvements, continuation of erosion control and submittal of an as-built survey to the City. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit $10,000 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to assure completion of any exterior improvements, final grading, establishment of vegetation as well as guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit #2013-00858 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bilf to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the Ciry has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when the review has been completed and written notification is received from the Owners requesting the funds. 155441 1 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. 7. ACCESS TO SUBJECT PROPERTY. The Owners hereby grant to the City, its agents, employees, officers and contractors, the right to enter upon the subject property for the specific purpose of inspecting and completing any exterior improvements, final grading, establishment of vegetation and the restoration of the subject property should the Owners not complete the work by the specified dates. CITY: CITY OF ORONO OWNERS: � By: %' �. its: 155441 City of Orar�r y 2750 Kelley Parkway �_�� Dror� I�V 5535b Receipt No: 3.0143b7 Jan 30, 2�14 6anvea Howes �013-G0858 Planning and Zoning Escrow de�it - �nyea 7+5�•04 i� �2013-00858 101-222Q5 Deferred Rev-Develo�r �eposit Total; `7��•� Check Chc�k No: 1^c679 7,540.� Payar: Cmnyea Ho�s 2013-40858 7.5�.� Total Applied: M_r-_--�a- + Change T�ridered: Y _r.� 41/3Q/2014 08:20�1 � CITY OF ORONO * 2 0 1 4 - 0 PJ 0 9 4 * 2750 KELLEY PARKWAY DATE ISSUED: OU30/2014 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 2325 GLENDALE COVE LA PIN : 34-118-23-33-0065 LEGAL DESC : GLENDALE COVE : LOT 006 BLOCK 001 PERMIT TYPE : ESCROW FEE-OTHER PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-OTHER NOTE: THIS$7500.00 ESCROW IS REQUIRED TO RECIEVE A TEMPORARY C.O. APPLICANT ESCROW FEE-OTHER 7,500.00 GONYEA HOMES TOTAL 7,500.00 Payment(s) 6102 OLSON MEMORIAL HIGHWAY CHECK 12679 7,500.00 GOLDEN VALLEY,MN 55427- (612)741-9069 Minnesota State License#:BUIL-2459 OWNER Gonyea Homes 6102 OLSON MEMORIAL HWY GOLDEN VALLEY, MN 55422- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and 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 consWction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.7'his permit may be revoked at any time for due cause. / / Applicant Perm�tee Signature Date Issued By Signature Date � • r- BUILDING PERMIT ESCROW AGREEMENT Orono Building Permit#2013-00858 AGREEMENT made this�day of , 20 l� by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") Gonyea H mes, Inc. ("Owners"). Recitals 1. A building permit application has been filed for a new principal structure located at 2325 Glendale Cove Lane the ("Subject Property"), legally described as Lot 6, Block 1, Glendale Cove, Hennepin County Minnesota. 2. Owners request the City to review this application. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit$2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit #2013-00858 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in#3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when the review has been completed and written notification is received from the Owners requesting the funds. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. CITY• CITY OF ORONO OWNER: By: �9 o v�. e� � �� _ its , , , .. � � . �2" ' ��.� �� _ � ��_ � � ; � . . �a �. � �,. , City of Oro� 275� Kelley Parkaay Orane M�i 55356 95�-249-4fi00 Receipt No: 3.409760 Sep 27, F013 C�nyea Ha� Previous Balae�ce: •� PerMits 2013-01�8 2325 6lendale 2,5�.00 Cove Lar�e 141-'c.�205 Deferre� Rev-Oeveloper Depasit Total: ~ �,�•� Check i�eck No: 11848 P,500.� Peyor: 6onyea Hot�s ' Total ppplied: �,�•� Change Tendered: •� 09/27/2013 p9:�4