The URL can be used to link to this page

Home My WebLink About2011-00075 new house CITY OF ORONO PERMIT NO.: 2011-00075 2750 KELLEY PARKWAY ORONO, MN 55356- DATE �sSUED: 02/15/2011 952 249-4600 FAX: 952 249-4616 ADDRESS : 3215 GRAHAM HILL RD PIN : OS-117-23-14-0066 LEGAL DESC : GRAHAM HILL PRESERVE : LOT 000 BLOCI{ 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES, DETACHED IVALUATION : $ 697,093.00 NO�I�E: SLPERATE PL:RMI"1'S RLQUIRED: PLUME3ING, MGCI�IANICAL, SEPTI ' EPLAC�,GRADING,PIRF, WA"I'GR CONNECTION, SGWGR CONNI:CTION, I,AWN [RRIGATION,OTH-' , WGLL(S'CA"I�E), L;LEC"I�RICAL(STATE) ADV. PLAN RI;VIGW PD 2/4/1 1$2896.89 WHICH IS$6.�0 OVER THG AC"I'UAL FCG OF$289039.ADJUSI'Yt?RMIT PEr. PGRMIT PEE WAS AD.IUSTGD I'O RI�,FLI:CT I'HF,OV[�,RPAYMENT OF$6.�0 NOTE: BG AV1',1RE, IN I F[L• GVENT WEt1"I'HLR OR O'fI lER CONDI"I�IONS PREVI:NT'I IIE COMPLI�I'ION OF AN AS-I3UIL1'SURVf;Y A"f '1'I IE"IIME"fHG CL;K"1'[FICA"1'E OP OCCUYANCY IS REQUF,S"i'ED,A TGMPORARY CER"CIFtCA"I�F_01=OCCUPANCY MAY 13E ISSUGD UNON RECGI T OF A$10,000 ESCROW"I�O ENSURL COMPLETION OP l'HF.AS-[3UIL"f SURVEY AND ALL SI"CE IMYROVI�MI�:NTS. (INI'1'IAL RG"I�AININ �WALL GNGIN 'R[NG IS REQUIRED TO BG SUBMITTED PRIOR TO IRAMING INSPECTION-AT"fI lE TIMF,OF POUNDA"CION SURVE (INITIAL) APPLICANT PERMIT FEE SCHEDULE 4,440.25 CHARLES CUDD LLC STATE SURCHARGE(VALUATION) 348.5� 15050 23RD AVENUE N PLYMOUTH, MN 55447- TOTAL 4,788.80 0 Minnesota State License#: 20635245 OWNER "��`��''� � C €',; � KORSI, KEITH R AMY '� � 769 BOULDER DRIVE �� LONG LAKE, MN 55356- �"�Gt�l�l �(j �jl� �� AGREEMENT AND SWORN STATEMENT �]� � i Y�� 1 he�cork tor which this permit is issued shall be performed accurding to 1 V ' �'� �� the approved plans and sp�citications,applicable Ciry approvals,and the State Building Code. 'I�his permit is for only the work described and does not grant permission for additional or related��ork which rcquires separate � J.�� permits. nll provisions ol laws and ordinances governing this type of��°ork � � _ shall be compied with��hether or not specilied herein."fhis permit will L expire and become null and void if construction authorized is not �� l� T commenecd��ithin I 80 days of the date ot�issuance,or if construction is suspended for a period of 180 days at any time a�ter��urk has commenced. � �� / ��(f� l�he applicant is responsible for assuring all required inspections are �� requested in c i i ance with the State Buildin�Codc.This permit may be rcvo� � at q'y uc causc. ��/' ��.av� `� Z- i �� / � � Applica t I rmitee Signature Date [ssued[3 �gnature Datc SEPARATE PERMITS REQUIRED FOR WORK OTH HAN DESCRIBED AB . �215 �raha.w► d�-wt � BUILDING PERMIT ESCROW AGREEMENT Orono Building Permit#2011-00075 � AGREEMENT made this�day of �6��-P , 20 // , by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and Keith &Amy Korsi ("Owners"). Recitals 1. A building permit application has been filed for a new residence located at 3215 Graham Hill Road, the ("Subject Propert�'), legally described as Lot 2, Block 1, Graham Hill Preserve, Hennepin County Minnesota. 2. Owner requests 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 #2011-00075 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bilis 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 pro�perty pursuant to Minn. Stat. §§415.01 and 366.012. CITY: CITY OF O NO--- OWNER: ��' �/ . By: J y'�� /�-s-�, its: Internal Use Only: �Original to Planning �Copy to Street File O Copy to Property Owner a • City of Orono � �� g� Building Permit Application `t, 7 for New Structures or Additions Mailing Address: � �_ ov —�� /-g,�,�. PO Box 66 Permit number: �O ,` O Crystal Bay, MN 55323-0066 Date received: —3— 0 d _`_ �i� la �( � ;'� �, StreetAddress:' Received by: �/ �'.�c, . �� ti 2750 Kelley Parkway Plan review fee: ag9�o•P 7 L9kESK�g� Orono, MN 55356 �� r ��--�g,�, �- STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction � « a. Length (ft.)= b�o �'d Number of bedrooms=� �Wood/Frame ❑ Masonry b.Width (ft.)= �o�"d�1 Number of garage stalls: ❑ Metal Attached =_� ❑ Pole Bldg. Areas in square feet Detached = ❑ ICF c. Basement- ��OZ J� ❑ On-site Prefab - ❑ Off-site Prefab d. 1 St Story = Z � ❑ Other(please specify): e. 2"d Story= �� f. '/z Story = g. Total Area= J�oy S REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: N ot Enclosed Applicable ■ ❑ Permit A lication ■ ❑ Pro osed Buildin Plans ■ ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form ■ ❑ Surue 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 ■ ❑ Plan Review Fee ❑ ❑ Other APPLICANT 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 c�nnot be given to the public but can be given to the subject of the data. Confidential data is inforrriation which generally cannot tie 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: Z 3 �� / Last Updated: 1/26/2011 -20- , , , . �� , � � , �� MINNESOTA DEPT. OF LABOR& INDUSTRY Construction Codes and Licensing Division P.O. Box 64217 ,_ St. Paul, MN 55164-0217 � , � , � CHARLES CUDD DE NOUO LLC ' - � , CHARLES CUDD DE NOVO 15050 23RD AVE N - � PLYMOUTH, MN 55447 «-�., �� r`�fi1Ej'�i_��1 - :: i . , ;' i , :...,. ��:. �J ITL�-h Y?�Y< � : ��` ��> ��, S�ate of Miritiesota Construction Codes and Licensing Division � -�;�"� ` ,� } Departm�nt of Labor and Industry Telephone: (651)2$4-5034 � "'= ' i ; ;P.O. Box 64217 ! � �-,mail ad�lress: dli.license@state.mn.us ;; ;�� , ��'�,IB�;,�yy St. Paul, MN 55164 0217 Website address: www dli.mn gov ��,-. N, ,��z�,�� '� � RESIDENTI�4L �UILDING CONTFtACTOR LICENSE ' � ; Lega!N�me >CHAR�ES CUDD DE NOVO LLC Busmess Structure: � 'DBA CHARLES CUDD DE NOuO LIMITED;LIABILITY COMPANY , ; ;, , ; . ,:� �� Address: 15050 23RD AUE..N >. PLYMOUTH; MN 55447 ;: ;< �- License Identification Number 20635245 ' Qualifying Person: JOHN R SONN�K , �icense Expira#ion Qa�e U3/31/2011 Co..ntinuing Educat�on 7 hours due by'03/31/2011 >. ,. >,:;.:; ;; ::: _:.:;:<;:::: <:,: ;:::::: ;;.;:..:. ;::;: � \ , � , : < � ;: .....:.: ,. ;' ;: ' ' > ,, : , :. ` . , ,. ; � - >:;.. � _. ;: <: ;- � ' ; : : ( " � ; . , � �, _ . �::.; �" _. i > >. `. ,; - > I � ' 1 ; - ,.... ;.:> ;. - � Pian Review Checklist for New Structures / Additions Address/ PID/ Legal: �Z � � {�,t,( �p( Description of work: �� '��'��- Septic review by: v Y �I Date Approved: �-" ��{ "'" << Zoning review by: Date Approved: Z� ��I � Building review by: � i„��a„�,,� Date Approved: ?�-.�--�d-- l Gradin review b � �� 9 Y� ��'�E`��G1�1 Date Appro�ed: c„� .' ' �i /e � Zoning File#: �— Resolution#: Resolution Date: � � � Zonin District Fire Department Post Office School District Zoning: Lot Area: 2• �� SF/� Width: �ZoS f" Depth: Survey Submitted: �yes 0 No Date of Survey:_ � - Zt��! � Pro osed Setbacks: a ront�Lake) ea (Street) ( N S E W ) ( N S E ) Other Buildings Wetland Si e Side (.e`7 �'-+ .g' (�•�i IJ� u�4- '± ,L � Building Defined Height: Building Peak Height: ��.� #of Stories Ok?: YES FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: START WITH the distance between the basement floor/crawl START the distance between the slab and the highest �� space floor and the highest roof peak, the top of WITH roof peak, the top of the cornice of a flat roof, the cornice of a flat roof, the deck line of a the deck line of a mansard roof, or the mansard roof, or the uppermost point on a round uppermost point on a round or other arch-type or other arch-t e roof roof SUBT�ACT half the distance between the highest window and SUBTRACT half the distance between the highest window �• hi hest roof eak of a itched roof and hi hest roof eak of a itched roof SUBTRACT the distance between the basement fl q� �'I ADD the distance between the slab and the highest ` � space floor and the highest existing g�hf��iUbiff existin rade within the foundation � the foundation or 10 feet, whichever is less. EQUALS Defined buildin hei ht UAL Defined buildin hei ht Lot Coverage: �� p' SF % Shoreland District MCWD Perm9t Received Avera e Lakeshore Setback Blu � Yes 0 No 0 N/A � / � Yes No Yes 0 No � Yes � No i�N/A Permit Number: � � Setback: Hardcover Zones Existin Proposed Variance R u' ed CUP Re ire 0-75' 0 Yes No ❑ Yes No �. 75-250' �� j$� Type(s): Type(s): � � 250-500' ��•g a � 500-1000' REMARKS (in-house): Updated: 09/11/2009 z:\forms\plan review checklist.docx Fees to be Char ed YES NO Permit Plan Review � State Surcharge � Investigation Fee SAC-Number of SAC Units Sewer Connection Water Connection Park Fee Site Inspection Other(specify) Miscellaneous Fees Calculated By: Square Foota e $ per S uare Foota e Basement X = $ 1 St Floor X = $ 2nd FIoOI' X = $ Garage X = $ a� Estimated Construction Value: $ ��r�, �^93 Orono Inspections Required Work Requiring Separate Permits Required State Permits � Site 0 Plumbing � Grading / Filling ❑ Well � Hardcover Removal ❑ Mechanical 0 Fire 0 Electrical � Footing � Septic 0 Water Connection � Poured Wall � Fireplace � Sewer Connection Foundation Survey � Masonry 0 Lawn Irrigation 0 Radon Rock Bed � Mfg. 0 Framing � Other(specify) � Insulation s-Built Survey 0 Final 0 Other(specify) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access:Existing: 0 YES 0 NO New: ❑ YES ❑ NO REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PU ING PERMIT) � lv01�� TeM.P c. o. w� tl ►1o�F iSsv�c� t.w..1�3s e1r{ve n� w�N-�� a�1;�S �x ��F. p� � tL��0aD ,�Sc rt�►�J iS veP��u'�Pd . ��Ll I►'l(►'�1 V��l-�e C�%�'1GXl V l,eP� i�'�1 � � ��I/(,�� `�I.v''�/►Lt�1 t-7�,� "� ►'L lJ�"� �},��'�'�i �%��e Cr c py� —'�-.�- -i-1,� {1►'�-i.� �T`�0 U pd at�d: 09/11/2009 • �'l'�� z:\forms\plan review checklist.docx �� . �� t��1nINA�� :1��ra► �Irnii r�.f�NSiST OF CLEAN 1" MINu��, RETAINED BACKFILL SHALL BE FREE OF DEBRIS OR ��;� C(2U�I�i[�(� ��It�tu f�t�M Iltir. TWE FOILOWING Gi2AQJ1TIQN: ORGANIC MATERIAL MEETING THE FOLLOWING GRADATION: ttFl Iill `rMl�Vl.; ��1.: 74 PASSING SIEVE SIZE: °l. PASSING 1' 100 1" 100 �r€_��t1C l�C) ;.�Yi" 100-75 3/4" 100-75 s�t�f► rN,: �1 0-10 No. 4 20-100 �� y►�� t�f« �t1 0-5 No. 200 0-40 FREE ORAINItdr: `,�f�!> I'� ALSO ACCEPTABLE FOR THE PLASTICITY INDDC (PI)<10. ORAINAGE MAt! Ia��1. 1'f MUST HAVE <10% FINES '' PASSING 1Fil�� hl�� i)i? 51EVE. ONSITE MATERIAI IS ��}� ACCEPT�[�t_F� I� �t �11�1�, THIS CRITERIA. �4 t��tM 1 NOTES: �� HI = EXPOSED WALL HEIGHT H = EXPOSED WALI HEIGHT + EMBEDMENT 1��i t�l J�hll"�� 1�1=At� 1►N �.��t l l J1t;1. �h�t �°� 8" LOW PERMEABLE SOIL I � ri. � � �� 3' �w � 2" MIN ORAINAGE ZONE � / �3/4" CRUSHED STONE) . _ �:-;:y�� / APPROXIMATE.UM(TS E �" E� MIN OZ FlITER FABRIC ! . :-'-��:.°%/ OF EXCAVATION �� " RETAINED SOIL /� �� r I INISHED GRADE 15 :� �� / SEE NOTE 3 �T: � 4 PVC DRAINTILE W f SOCK �t,��iE !+ /11 i _ _ .�.' �'� / ��ft#t'� � ... � '� — — — — — — � � � � � '..�rt� � ��2" A�11N �� °� �� '�` �' :� �, .o. , � ' , , ` ' , `� � - - - - - - - - - y �� SUBCUT (SEE NOTE 2} y� �� TYPICAL BOULDER WALL SECTION ��CEIVE�� FEB l 5 20'� �'��'�, �� r��iF:� 2335 Highway 36 W St. Paul, MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com February 4, 2011 � Bonestroo Melanie Curtis Planning &Zoning Coordinator City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 3215 Graham Hill Road File No. 139-11000-2 Building Permit No. 2011-00075 Dear Melanie: We have reviewed the plans for the proposed house and associated grading to be constructed at 3215 Graham Hill Road. The plans are dated 1-26-11. We have the following comments with regards to engineering matters: • The grading plan generally follows the overall development grading plan and is acceptable from an engineering standpoint. • The proposed retaining wall on the side of the house is 6 feet high. Engineered design and details should be submitted for review and approval for all retaining walls over four in height, and for all tiered walls with a separation of less than two times the wall height. • This project will disturb more than 100 CY of material. Sediment and erosion control information meeting the requirements of Orono's City Code 79-7(c)(2) must be submitted. The minimum $2000 sediment and erosion control financial securiry should be required of the owner for this permit. If you have any questions, please call me at (651) 604-4894 or send an email to darren.amundsenCa�bonestroo.com. Yours very truly, ��,�--_�i-�=�'i Darren Amundsen Cc: Tom Kellogg Christine Mattson G�+nr��-�-5 Gvo,o � z !3 � U2q�,��n.r M,L�. �/�5E12J� J�..�r�J/ �D��/v�a IIh�2DCOVER CALCULATTON WORI�.S + +T' ' SL'1l3ACIC Z<JNls: (CY12CL� ONE) 0-75 75-250' 250� 500-1000' EXTS'1'TNG HAIZ�CC}VI�R IN ZONE 30tf A. I-Iouse _ x = S.F. Len�th Width _ .. X = S.F. ----__ X = S.F. ._-- X - S.F. B. Garabe. -- - x = S.F. C. Driveway ____ x = S.F. - X — - S.F. D. Side�vaik — x = S.F. --- -- X = S.F. E. Patio/Decic x _ = S,F. -- -- x = S.F, F. Lai�dscape _ _ x = S.F. UnderlaiiZ ,____---•--- X - S.F. 13y Plastic ----- x - S,F. Or l�abric G. Other x _ = S.F. "1-'01'AL I�TAItDGQVER 1N Z�JNE - S.F. A TO".1,�,.1:,PROI'ERTY AREA IN ZONE - ' S.F. B A __ - B 'x100 = . % T'ROPOSI�.T) }iAR:DC:01/F'T'.TN ZONL A. House ______�.__ x - . 13/a S.F. Length , Width - X = S.F. - - X = S.F. --- X = S,F, B. G�r�lge x _ -------- S,F. C. Driveway ' �; _ S� . X - S.F. D. Sidc;walk _--57'bo� x = �I� S.F. — X = s,r. r. Patio/Dcck �D�?l.ff_ x - 2O�o S.F. ,��Gl�-: X = Z / S.F. F. Landsca�e __ x = S.F. Underlain X _ — -- I3y 1'lastic X _ _ S.F. C�r Fabric ` - S.F. G. Oihrr W�4'1.�G'�' Z��`4/�,z.t� x = ._�.-- �9' s.F. TO'1 AL H��RUCOVER IN ZONE - 1 GI/4- S.F, A TOTAI,T'I�UPI:R'I'Y A1ZEA TN Z�NE _ - A ` /`f/� = B �..s+:�'c�,� x 100 = /•�-'� ��% . B Gr��tXL�-E-S GvAo L z f31 Urz-�ti�tir �f,zl. �►2G5�I2�E ��.�'/�J/ �DEN a�a T-IA�COV�R CALCULATION'WORT�S T ' SLTJ3ACK L(}1*,`r?: (CIIZCLI; ONE) 0-75' 75-250' 250-�9+ 500-1000' EX1S'�1'TNG H�1t.DCCaV7,T2 IN ZON� 300 A. IIouse _ x = S.F. �.��,��n Width . � - -- X = S.F. ___�__ x - S.F. ---- X - S.F. B. Garage. -- — x = S.F, C. Driveway ___^ x = S.F. X = S.F. D. Side�valk — x = S.F. - — X = S.F. E. Patio/Dccic x _ = S.F. x = ------ s.r-. F. Laiidscape _ _ x = S.F. Underlaiii -----.--- x - S.F. By Plastic ------- x - S.F. Or Fabric ' G, Other X _ S.F. 'I'OTAL F•IAKDGOVER 1N ZONE - S,F. A TO".l�'r11:,1'1Z01'E1ZTY AREA IN ZONE - ' S.F. B A _� i B `x 100 = . % z�z��os�.z� �3r�r�_l�covrr�TN ZON� A. House __.T_.__ x - . �3�� S,F, LcnB�� Width -- X = S.F. _ x = S.F. --- X = S,F. �. Gar�lge x _ ----------- S.F. C. Driveway a _ S � . X = S.F. D. Sidew�ll: ___5T'�5o� x = qD S.F. -- X = s.r. r, Patio/I�eck �O/2Gff_ x = 2d(,� S.F, ,��cG�L x = 2 / S.F. F. Landsca�e __ x - S.F. . , Underlain _ x = S,F. I3y k'lastic X _ nr Fabric -� -- _ — S.F. G. Oiher wA'�} Z�fq'�{''''G' x — ._----- _ 89' s.r. TO"1 AL H�1IZUCOVER IN ZONE - l�T I 4- S.F. A TOTAI,1'IZUPL;RTY AREA ZN Z�NE _ A _ / '�1�"1�! = B ��'�� x 100 = t�1� ,0 % , B Hennepin County Property Map Print Page 1 of 1 Hennepin County Property Map - Tax Year: 2010 The data contained on this page is tlerivetl from a compilation of records antl maps and may contain discrepancies that can only be tlisdosed by an accurate survey Oerformed by a licensed land surveyor.The perimeter and area(square footage and acres)are aDProximates and may contain discrepancies.The information on this page should be used for reference purposes only. Hennepin County does not guarantee[he accuracy of material herem contained and is not responsible for any misuse or m��srepresentation of this information or its derivatives. 3'C•_ _ \ '*., � � '�/,�E .. � . .. � •Jr Y� \ � �' �'"_' � i�^ '�"'"-0�,o, "y, .- - ---" �ar GkAHAM�N1LL kD �e';" . � � S� w t�,— � � �,e � �e f �� ♦ � • _ �. --- t ,,`� � r}�,� ��`~ _ . �� t P^R. 4„«I, •' ��'+� � tiw�� . � '. �� -''"' �"Y' ^.�, y ` ' •y�, y �;, �4_> t j �� s - t�- �� a , .. � � �I ±�,- v� r+.�5S<�' �� . � '�. :�,�4r� � � ^ ♦� r! - . ` ;.. ., : �. �,, �- # ��y t�� v^ � �� p.yt� ` ry��„� � � •4� I � . ��4t„ � � w ��•.A� � • � 1� ' , ,�{� • � ...� �J,, , �'i� �.� ti�� .'W,...B:"�"° � 'i..!� L . '� �� __ M ..-^_�-�.a�-y, � 5�_l.ri�` .,( `� J'�2 nly;. . � �� s w �, �5 �'�*�"+ tsM w• L.ry,� ,� � 'til�.. ��.t ry� ,.Yt. � „W'^�' -3� l., �� .� � i�'�� y„p��-'� �p��t��. Y "� �� ,�� ..„ ~ '�� r'y ° �� „�,, k� ` s �',,.y � � �`i, / yy r .i�' , # .,•.� y �,*��'".. � , �i y/':, 4 � 'i� 'R � , �y„�. +:� � � � s� �v� .L:• ..a�^ R r�,� f •`71e ' ` � TV' � ��`+d.. .,yy'ry��4 � �� ..- .'� � a`4: . �,� ��`. 3 �� ,� �' �� ,� ... ��'�. � .� ti t k e ,-,� � ��p e�'� � r d ,, '� � ;r .:r.k, �':�.`�+�y"� � � �}. . M .� � �° �a�? �`i � ;� F�+'+,'� , � .,n, -i4 .�. 'F.F', ♦ �.. �, k�, ', �-� +'� �.�y, *;�d* , 4 �. �E.�M { .� Rd�, e�� '- � p ti'4'�� ! +�' �I +� .: 7.. ,.�'�`� ♦ y Y;' ��`► �6\.. ��,.�'� ..0 # �tGt:.�$��i+�t�Y�''.., ,�F�.�fj� � ' � � "p1M. x '� .L.'� r � t y . �'. � �``�,,�,;'+�..� +, Z'�a��¢; , - '� �"',�yC� '`" � �' �, «;r ti -� f yr... lY y� T, �' .�i.'�b 4 ��y� ..�' �a� '�P"l��. 'R�f 4�� \ � '�� f y�, �t. ; C°if�, � ''�R _ �i .-.� 1`�� :�+�. � ' ��` �y� ^i'i � �,�� . .` . * . ` `'�"� y ��`� x``�+ '�'� ` ` f`- � �. , �':•,�''� "��. . 1 � � � � �� t M � '~ �� ., � t c l' ' �+*a g :, `C+r t' II �I , :�, ,,�� , `kp�?.� }�tiya � �:+ � j. �, � _ r„� e . . . . � �' '' w'' ` ` � �� _ '��C' � 'Y , . � � . � i, y �� . . � .. - „p�..�t�..; . „„�"'�' �L', �,a�� {��''�,�,�+yw\�S�T �'""`,... ,��T�'��...s, y+ �. �k��" .- � ��:.��"�. � �,' �:� �� - �.4 m �a� *� � � ` _� r�.>��3�,y� �, �.. �.. � � � . , _, . <, , t � �... ` ti ,a� ` ''„ -� � . � f I f ��- � "� �. � M�-... . � � � � � .- � ' h • � ' .' ;,�� " � �� , . r �: � � , . . . ��,, � r ,_ �: * � .1�'.:�, � �" y. - .. ` ,. �.,`. { ;�, �� .a _� '4i . �Sy.�. � i`/ n. � +- �- ��i � ! �� ! � 'S'V .� �'+� �' _ . , • ,��.: � , .. R'�''�� 1 ,�ty� �- `��€. r�'�_R fiR. y;, � � y,`��' * �•' � , !yy1'��(��'�' � -`l �� y }... �.� 44 � aa,w�N� . ��"..i� •� � �5i a.i'4.� +.r�.�.3'. .� Selected Parcel Data Date Printed: 2/14/2011 30:51:01 AM Parcel ID: OS-117-23-14-0066 Current Parcel Date: 2/4/2011 Owner Name: KEITH P KORSI&AMY 5 KORSI Parcel Address: 3215 GRAHAM HILL RD, ORONO, MN 55356 Property Type: VACANT LAND-RES Sale Price: $495,000.00 Homestead: NON-HOMESTEAD Sale Date: 11/2010 Area (sqft): 92991 Sale Code:VACANT LAND Area (acres): 2.13 ' A-T-B:TORRENS Market Total: $408,000.00 Tax Total: $4,706.54 http://gis.co.hennepin.mn.us/HCPropertyMap/Locator.aspx 2/14/2011 , ��M't � New Construction Energy Code Complian e`Certificate Per�I 101.8 duldin+Certilicaie.A building certilie.�ie,h.�ll L� I in.i il visible locu�ion insida ihe buildin�The Date Certificate Pos[ed 6 Pa,�.n pemi.mcn y ccM1iticatc shall bc complctcd by lhc buildcr and shall list inti�rmation and vnlucs of componcnts Ifstcd in Tahlc tM1 I 10 L8- DTailing Address of[he Dwellin�or DW clling Unit City .3Z HA i 4� D. C, Namc of Raidenlial Contraclm� MN Lleense Vumber C-M C Q �' 2 �0 3$� THERMAL ENVELOPE RADON SYSTEM Type:Check All That Apply Passivc(.M10 Fan) `c � c � � T Active(Wit6 fan and monometer or p j, o[I�er system ntonitorii�g device) R � C ^ � G a> p Q o Y U � C � � ? Q p] p7 "° U � � C � >, `° F o v v,- c a�i w � o � Insulation Location � .° z ,� � v o R w R o � "� F � a� �d � A j C � v r � � f-� G z i�, i.s, ri c° � ci o: Other Please Describe Here Aelow Entire Slab Foundation�'�'ell Type in location,interior exterior or integral Perimeter of Slab on Grade s Rim Joist(Foundation) Type in location interior exlerior o integra Rim Joist(1�`Floor+) Type in location interior ezterior o inte r W al l Ceiling,flat Ceiling,vaulted Bay w'indo�v�s or canfilevered areas 3�� Bonus room over garagc �� ) Describe other insulated areas Windows$Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(exck�des shti�[ightc mtd aie door)U: �,2„ Not applicable,all duc[s loca[ed in condi[ioned space Solar Hcat Gain Cocfficicnt(SHGC): � � R-caluc MECHANICAL SYSTEMS Make-up Air sele��a T��e Appliances Ile�a�[�ing System Domestic Water Heater Cooling System Not required per mech.code Fuel Tvpe NAr. �j/� �/[*'T; �j ey ��.,. Passive �tanufacturer ��LJ'(Ar.l� /J.Q. �Ml � N� Powcrcd 2u �y I�terlocked�vith exhaust device. �lodel J {�� 1�/� ��j55� �{ ��3 Describe: Tnput in Capacity in `/ Ou[pu[in �q7 .—� Other,desct'ibe: Rating or Sizc BTUS: �� Gallons: �J 7bns: ✓� � Ileat Loss: �Q F Ieat Gain: Location of duct or system: Structure'sCalculated ��j� �G{/ ��'q77 AFUG or SEER: IISPF% �� Gdeulatcd Efficienc� cooling load: Cfm's "round duct OR Mechanical Ventilation System "mctal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech.code SelecJ T}Pe Passive Hcat Rccovcr Vcntilator(HRV) Capacity in cfms: Low: �� High: �Q O[her,describe: Encrgy Rccoccr Vcn[ilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Continuous cxhausting fan(s)ratcd capacity in cfins: �d �� Loc:ttion of fan(s),describe: Cfm's Capacity contii�uous ventilation rate in efms: "round duct OR To[al centilation(intermittent+continuous)ra[e in cfms: "metal duct Created by BAM version 052009 Company Heatin & Coolin Two Customer Korsi Res Preparer A1 Hebin Address Phone 763-428-3677 Phone Date 2-2-11 This HVAC load calculation has been performed using sound engineering principles as prescribed by Manual J seventh and eighth abridged editions and ASHRAE Fundamentals. Duct sizing has been performed as prescribed by Manual D. 1. Design Conditions � ��rt� �. 7? _20 q? ra e k. <�� '�� 73 90 17 2. How would you describe the summer humidity in your area? Moderately Humid 40 3. Volume of building(cubic feet) 6964 4. How tight is the house? Not tight-under 1500 Sq. Ft. 2 5. Number of occupants 5 6. Overhang Characteristics this section o tional . a • � 2 2 2 : e ° 1 1 � 7. Solar ain throu h lasses i; r . � �- o • . .�-� .� � : 0 0 below OH 0 103 Trpl ar Low- 46 E 223 Trpl or Low- 33 0 223 0 7359 E 0 Trpl or Low- 56 0 0 0 0 E 242 Trpl or Low- 65 0 242 0 ]5730 E 478 Trpl or Low- 65 0 478 0 31070 E � . � . + .••� 103 0 0 IS 0 0 �i b. 0 54159 . � -� • - ��. �_ NO 1 54159 R T��\I`tC/P1TPC 9. Load Calculation � � � � s�� a ` � ' � � �a � � �� t : � � 6160� ��s�q�. �. � � ��:� 54159 T 1 or Low-E 1046 sq.ft. 0.42 40417 0 sq. ft. 0 0 0 sq.ft. 0 0 Sin le Wood 35 sq.ft. 0.56 1803 333 R-19 5079 sa.tt. 0.06 28036 5180 tZ-38 2190 sy. ft. 0.026 5238 2562 � NO INSULATION 1909 sq.ft. 0.31 27222 0 0 sa. ft___ 0 0 0 ` � ------ -- � 0 lin. ft. � 0 0 0 � 23491 4340 I500 � btuh 1200 126209 69275 � 0 0 126209 69275 6314 ,:w.� ��. � . i 126209 75590 Basement Calculation _ • � : i 1360 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K-19 1360 0.06 7507 1387 R-19 48U0 0.07 30912 0 0 0 0 0 0 OA24 0 0 0 0 0 � �� 0 300 0 ._ r,,. z .�..�__.. 0 38419 1387 0 38419 1387 • • • • • _ ��: �.�1;�� 164628 76977 Ande°rsen� PERFORMANCE STANDARDS Optional Higher Performance Grades(PG)and corresponding The Window and Door Manufacturers Association(WDMA),The American Architectural test pressures(PSF) Association(AAMA)and the Canadian Standards Association(CSA)have jointly released AAMA/WDMNCSA 101/I.S.2/A440-08;North American Fenestration Standard/Specification rczo I PG25 I PG30 I PG35 I PG40 I PG45 I PG50 I PG55 I PG60 for Windows,Doors and Skylights,which calls for using"Performance Grade"as the new _�TP s oo a.�s a.eo 5.25 s.00 s.�s zeo s.za e.00 rating to describe products that comply to the standard.This new version dated"-08" ' or zo zs zs so 35 ao ae eo so has been adoptetl by the 2009 International Building Code(IBC)and the International i sTr ; ao.o 3�s ae.o 5zs so.o s�.a �s.o azs so.o Residential Code(IRC). a�r_I o.a o.s o.s o.s o.s o.a o.3 0.3 o.s Performance Grade ratings are being used to replace Design Pressure Ratings as the Thz forced entry resistance(FER)is always a performance leve�10 regardless of performance grade(PG). Operating Porce—Minimum and maximum operating force vanes by pmduct rype and peAormance class but preferred method of ineasuring product performance throughout the window,door and does notchange by pedormance grade(PG). skylight industry to define products that comply with all of the requirements of the 101/I.S.2/A440 standard. CERTIFICATION A product only achieves a"Performance Grade"or"PG'rating if that product complies Hallmark Certification with not only the structural loading requirement,but all other performance requirements such as air infiltration resistance,water penetration resistance,ease of operation and The Window and Door Manufacturers Association(WDMA)sponsored Hallmark Certification resistance to forced entry.A"Design Pressure Rating"or"DP"rating will now describe Program is designed to provide builders,architects,specifiers and consumers with an easily a product rating that has only been tested to structural loading and not air infiitration, recognizable means of identifying products that have been manufactured in accordance water testing or other requirements for Performance Grade. with the appropriate WDMA and other referenced performance standards.Conformance is Performance Classes determined by periodic in-plant inspections by a third party administrator.The inspections include auditing licensee quality control procedures and processes,and a review to confirm This Standard/Specification defines requirements for four performance classes.The products are manufactured in accordance with the appropriate performance standards. performance classes are designated R,LC,CW,and AW.This classification system Periodic testing of representative product constructions and components by a third party provides for several levels of performance.Product selection is always based on the testing laboratory is also required.When all of the program requirements are met,the performance requirements of the particular project. licensee is authorized to use the WDMA Hallmark registered logo on the Certification Label Elements of Performance Grade(PG)designations as a means of identifying products. In order to qualify for a given performance grade(PG),test specimens need to pass all Products successfully obtaining Hallmark Certification will be labeled with a 3-part code, required performancetests forthe following,in addition to all required auxiliary(durability) Which includes performance class,performance grade and maximum size tested. tests(not shown here)for the applicable product type and desired performance class: Below is a sample certification label: (a)Operating force(if applicahle):Minimum and maximum operating force vary by product type and performance class. ' � (6)Air leakage resistance:tested in accordance with ASTM E283 at a test pressure of 1.57 PSF.The allowable air infiltration for R,LC&CW is 0.3 cubic feet per minute per WINDOW AND DOOR square foot of frame(cfm/ft). � , (c)Water penetration resistance:tested in accordance with ASTM E547 with the specified MANUFACTURERS ASSOCIATION 1 test pressure applied per AAMA/WDMA/CSA 101/I.S.2/A440-O8.The test consists of four www.wdma.com cycles.Each cycle consists of five minutes with pressure applied and one minute with the 400 SERI ES CASEMENT W I N DOW pressure released,during which the water spray is continuously applied.The water spray shall be uniformly applied at a constant rate of 5.0 U.S.gal/ftZ•hr. Manufacturer stipulates conformanc,e to the applicable standards (d)Uniform load deflectian test:tested in accordance with ASTM E330 for both positive � and negative pressure(pressure defined by AAMA/WDMNCSA 101/I.S.2/A440-O8)with the PRODUCT PERFORMANCE RATING load maintainetl for a period of 60 seconds.After loads are removed there shall be no more � CLASS R�l�—PG 50jz�—SIZE TESTED 35.5 X 72.5�3j permanent deformation in excess of 0.4%of its span and no damage to the unit which DP+50/-65 psf�'� would make it inoperable. TESTED T0: (e)Uniform load structural test:tested in accordance with ASTM E330 for both positive AAMA/WDMA/CSA 101/I.S.2/A440 05&08 and negative pressure(pressure defined byAAMA/WDMA/CSA 101/I.S.2/A440-OS)with the load maintained for a period of 10 seconds.After loads are removed there shall be (1)—Performance Class no damage to the unit which wouid make it inoperable. (2)—Performance Grade (f)Forced-entry resistance(if applicable):tested in accordance with ASTM F588 (3)—Size Tested (Windows),F476(Swinging Doors)and F842(Sliding Doors)at a performance level 10 ratipg. (4)—Design Pressure Starting with the 2008 specification,design pressure(DP)will only represen��je�� In the example above,the performance class is an R,the performance grade(PG)is 50 PSF "uniform load deflection tesk" and the size tested is 35.5"x 72.5".What this means to the specifier is,based on the Maximum size tested MST optional hZgher performance grade chart,the laboratory tested air infiltration was less than ( ) 0.3 cfm/ft (test pressure is always 1.57 PSF and the allowable airflow is 0.3 cfm/ftz),the Test size is a factor in determining compliance with this Standard/Specification. product tested successfully resisted a laboratory water penetration test at a test pressure Each product type and class has a defined minimum set of requirements.The of 7.5 PSF(test pressure equals 15%of PG),the product tested successfully withstood a minimum test size increases with each class(i.e.R,LC,CW or AW). laboratory positive and negative structural test at a pressure of 75 PSF(test pressure equals 150%of performance grade)in both the positive and negative directions and the product Minimum Requirements tested passed the laboratory requirements for operational force and forced entry resistance. The minimum requirements to obtain a Performance Grade(PG),are listed below: In addition to the minimum requirements of a PG 50,the tested product successfully passed a laboratory negative structural test of 97.5 PSF(test pressure equals 150%of performance Minimum Water grade)which yields a negative design pressure of 65 PSF.Based on this test,all products Product Minimum Minimum Design Minimum Structural PenetrationTest Perfcrma�ce =:��mance crade PreSs�re Test Pressure(STP)" Pressure(WTP)� smaller in both width and height can be labeled with this product performance rating. cia5s (Pc��Ps� (DP)(PS� (Ps� (P5F1 Important Wlndows and Doors a is is zz.e z.so Building codes prescribe desi¢n aressures(DP)based on a variety of criteria(i.e.windspeed ic zs z5 a�.5 3.75 zone,building height,etc.,therefore structural test oressures should not be used for code cw so so a5.o a.5o compliance.In the ezample above,a PG 50 performance grade rating,which passes a 50 PSF aw ao ao so.o s.00 design pressure,should be used for determining code compliance,not the structural test skyrgnc5 pressure of 75 PSF. e is is so.o z 90 If you need further details about how Andersen�products perform to this standard, cw so ao so.o a.so contact your Andersen supplier. •srP�sisorottnePerfo�ma�ceg�aaecPc�ro�w��daw5anddoorsa�az00%ormePe�to�man�eg�adefors�yugms. IfyouneedfurtherinformationabouttheAAMA/WDMA/CSA101/I.S.2/A440-08standard ; 'Watertest pressure is 15%of the performance grade(P� or the Hallmark Certification Program please contact:WDMA,401 N.Michigan Avenue, ', -� Suite 2200 Chicago,II 60611 Phone:312-321-6802 Web:wdma.com �� Where designated,Andersen products are tested,certified and labeled to the requirements •�E I of the Hallmark Certification Program.Actual performance may vary based on variations �� in manufacturing,shipping,installation,environmental conditions and conditions of use. ._� I �*- V I 245 e a � �a , PRODUCT PERFORMANCE Andersen�Window and Patio Door Altitude Limits Smaller window units are most affected by altitude changes.An increase in altitude results in The chart below gives the altitude limit in feet for most products in this catalog.If the a decrease in atmospheric pressure.A sealed insulating glass unit attempts to combat this installation of a given product is at an altitude greater than that shown in this chart,a change by increasing its volume to reduce its pressure.One way to increase its volume is by capillary breather tube must be ordered for the unit.Be aware that the use of a capillary Blass deflection.A smaller window is stiffer and does not deflect as much as a larger window, breather tube eliminates argon gas blend fill and will result in a slightly lower thermal therefore,it cannot relieve the pressure as readily.Thus,the load applied to the glass is performance(approximately 0.02 increase in window U-factor)" greater,resulting in a greater risk for breakage. The use of dual-pane insulating glass at altitudes higher than its rating will result in Another way the window tries to increase its volume is by increasing the edge area;i.e.the severe glass distortion,increased glass breakage potential,and a risk for seal failure. seal area.The increased pressure applied to the edge seal load for a smaller unit is therefore greater,increasing the chance for seal failure. 4Andersonm Product 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000 CR12 CN12 C12 C14 CW13 CW145 CX13 N(W281 A335/CP353 CXW45 CR13 CN13 AN251 CI5 CW135 CW15 CX135 AX31 CP3535 CXW5/CP305 CR135 CN135 C13 C155 CW14 CW155 CR14 AX351 CXW3/CP303 CXW155 4005eries& CR14 CN14 C135 C16 CR125 CW16 CX145 AX41 CXW35 CxW6 200Serizs CR15 CN145 C145 CW12 N(251 AW251 CX15 AX451 CXW4 Casement& CR16 CN15 A281 CW125 AW281 CX155 AX51 � AwningWintlows CR45 CN155 C125 CXW125 CXI6 AX551 CR155 CNI6 CXW12 AX61 �. CR125 AN251 . • - ,,., 000':. AN281 .��:;�,.^ 0 00. ' � 400Senes& CTR1510 CTR3010 CTR5010 P3030 P3050 P3535 P5050 � P4045 P4060 P5060 2005eoesCatement CTR1810 CTR2910 CTR5210 P3035 P3055 P3540 P3555 P4050 P4545 P4560 &Awninglran<om& �R2010 CTR3410 CTR51110 P3040 P3060 P3545 P3560 P5055 P4550 CTR2410 CTR4010 GTR6010 P3045 P3550 P4040 P4055 P4555 Pin�reWindPrr CTR2810 CTR4810 CTR7010 � 18210 34210 1832 3032 20310 2056C 2446 2646 26410 28410 21056E 3056E , 30510 3456C � Woodwright6 20210 28210 1836 3036 2042 3442 24410 2$�� 2652 2852 210510 3456E 3062 38510 Dou51e-Hung 24210 210210 18310 3832 2046 38310 2452 .��21046 2656E 2856E 23062 3856E 3056C 3862 . Windows 30210 38210 1842 1862 20410 3842 245§E-;- 3046 26510 28510 21056C 34510 3856C 26210 2632 1856C 210310 24310 24510 3048 3052 2862 3462 E=Equalsash 2636 2032 21042 2442 2462 3446 34410 2856C C=��Cotlage 2832 2036 30310 26310 2456C 3846 3452 210410 stylesash 3436 2432 3042 2642 38410 21052 1846 2836 2052 28310 2662 3852 18410 3432 2056E 34310 2656C 30410 � Designate protluct 1852 21032 20510 2842 codeasV4DH,lVp� 1856E 3836 2062 .�NlHorWA. I8510 2436 ._---_.',n �.,.i000. -: ` 21036 Nl�R1&10 W�R4210 N4R31015 NlTR31017 W�R20111 W�R28121 Nl�R2423 NlTR3823 WTR2827 W�R3f027 Nl�R3031 WIR31031 �, W�R1815 WTR3410 NRR41010 W�R4217 Nl�R20121 WTR30111 W�R2427!�W�R31023 VJTR2831 WTR4227 4NR3431 WtR4231 �. WiR1817 NlTR1823 WTR5610 WIR41017 WiR2023 WiF231021 4NR2431��WfR4223 W�R3027 W�R41027 W�R3831 WTR41031 l";TR18111 WIR1827 R4R4215 1M17R6210 4NR2027 4V�R4221 W�R2823 NlTR41023 YJ�R3427 W�R5627 WTR5631 VdIR18121 WTR1831 4NR2017 W�R5617 1h4R2031 W�R41021 N1TR3023 NliR5623 WTR3827 W�R6227 WTR6231 Woodwright� �"�R31010 WTR2010 VJ�R2410 WTR310111 WTR5621 W�R3423 R4R6223 TransomWintlows ��'�2815 WTR2015 VJ1R2415 VJTR42111 VJ�R6221 'JJ�R2817 W�R3415 W�R2417 W�R410ll1 W�R30121 VJ�R3010 WTR3417 4NR2810 N�R56111 WTR34111 1'liR3015 NliR3810 WiR41015 VJTR62111 NlTR34121 1'��R30ll W�R3815 VJ�R5615 4NR24111 W�R38111 NI�R6217 WTR3817 4NR6215 WIR24121 WIR38121 lM1RR28111 WPW10310 WPW30310 WPW3056 WPW34310 WPW345fi WPW310310 WPW31056 WPW42410 WPW1042 WPW3042 WPW30510 WPW3442 WPW34510 WPW31042 WPW310510 WPW4252 WPW1046 WPW3046 WPW3062 WPW3446 WPW3462 WPW31046 WPW31062 WPW4256 WPW10410 WPW30410 WPW34410 WPW3452 WPW310410 WPW42310 WPW5642 � Woatlwrightm WPW1052 WPW3052 WPW4262 WPW41052 WPW5646 � PictureWintlows WPW1056 WPW410310 WPW41056 WPW56410 . WPW10510 WPW41042 WPW410510 WPW5652 .� WPW1062 WPW41046 WPW41062 WPW56510 �� WPW410410 WPW56310 WPW5fi62 WPW5656 WPW4242 WPW42510 a o+�.�.-�,:�.tr..�s�6'000 r !: •. < �::£�t�a_=�'-B4OOO,,.�r:8'd,8d;��'`I'�, F 67,0003 a,w_;;,�:. ;000, .�',�� '-±90W��_t..7;.�.' WPW31052 WPW4246 �� TYV18210� T4V2828 TW21032�� TW34210 7W2036 TW20410 TW38310 T4V2442 TW2446 TW2646 TW26410 TW2656C 1W2672 7W21056E 1W3456E 1W21072 iilt-Wash TW1832 TW1842 TVJ3032 TW3432 TW20310 TW2052 TYV2056C TW2642 PN24410 TW2846 7W2652 TW28410 TW2676 TW210510 TW34510 iW21076 �' Dou6le�Hung TW1836 TW1846 T4V30210 TW38210 1W2042 TW2056E T4V2436 T4V2842 74V2452 TYV21046 TW2656E TW2852 1W2872 TW21062 7W3462 TW3072 '� Windaws TW18310 TW18410 TW18510 TW3832 TW2046 TW20510 TW24310 TW21042 TW2456E TW3046 TW26510 TVJ2856E 1W2876 7W21056C TW3456C TW3076 '� � TW2432 TW1852 TW1862 TW24210 PN28310 T4V2062 TYV2636 TW3042 TW24510 TW3048 1W2862 TW3052 TW3056E 1W3856E 7W3472 ��; E=Equalsash M'26210 TWI856E TW1856C T4V1872 TVJ21036 TYV3436 TW26310 T4V3442 TW2462 N13446 PN2856C TW34410 TW30510 PN38510 PN3476 �;' C=Cottage �'�'z632 TW2832 TW20210 TWI876 TW210310 7W34310 TW30310 TW3842 TW2456C TW3846 TW210410 TW3452 iW3062 TW3856C TW3872 . TW28210 TW210210 TW2032 TW3036 T4V3836 TW2836 TYJ2472 PN21052 TW38410 TW3056C TW3862 TW3876 sryl=sash 7y.�2p7p ryJ4078 �pq�g TW30410 1W3852 --- PN2662 TW28510 DP10310 DP3062 DP30310 DP3052 DP34310 DP3456 DP310410 DP1042 DP3042 DP3056 DP3442 DP34510 DP31052 DP1046 DP3046 DP30510 DP3446 DP310310 DP31056 � DP10410 DP30430 DP3462 DP34410 DP31042 DP310510 DP1052 DP42310 DP4256 DP41046 Douhle-Hun DP1056 g DP4242 DP42510 DP410410 - PicturelVirdows DP10510 DP4246 DP4262 DP41052 ' DP1062 DP42410 DP410310 DP41056 �� DP41062 DP5652 DP5646 I DP56310 DP5656 DP5662 � DP41042 DP410510 DP56410 ' , � DP5642 DP56510 DP4252 ' "�."4 00 *.��t; ' DP3452 DP31046 DP31062 �. T':�:�1810, TWT2017 TWT21010 iVJT38171��PM20111 TW�261ll PM2421 TWT21021 PM2627 PM21031 TW�3431 ' TLN1815 TW�2410 7W�21015 PM31010 TYVT2021 TW�28111 TWT2423 TWT21023 PM2631 TVJ�3031 TYN3831 �. NlT18P iWT2415 TWT21017 PM4210 PM2023 TW�210111 TW�2427 iW�3021 TWT2827 � T,'�ili8lll 71VT2417 PM3010 TW�4f010 PM2027 PM310ll1 PM2431 TW�3023 NIT2831 'TilbWash T�VI1821 TW�2610 TW�3015 TWT5610 TW�2031 TW�34111 TWT2621 TWT3421 T4N21027 '�.TransomVVindows NJI1823 TW�2615 TW�3017 TWi6210 TWT24111 TW�38111 TW�2623 NJT3423 1W�3027 �. Tt':'T1827 TWT2617 PM3410 TWT3417 T4N2821 TW�3821 TWT3427 . i1'a77831 TYVT2810 T4VT3415 TWT2823 TW�3823 TW�3827 �, TWi2010 TW�2815 M73810 ' I�Y2015 TW�2817 1W�3815 G32 G34 G43 G44 G53 G54 G63 G636 GlidingWindows G33 G35 G436 G45 G536 G55 G64 G336 G42 665 � '�' �-� � i- r<:c units with larger glass areas.If interior/eMerior gnlles are used on double-hung windows,gliding windows or gliding patio doors,some intederence may occur,affecting the operation of these units. "I or hFhC r3l i gs for units vnth capillary breather tubes,please visit andersenwindows.com. 246 Andersen� Andersen� Product 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000 AaofWindow& 1646 2172 2135 4457 2846 2446 Skylighis 1638 2157 2127 4446 2838 2438 (fempe�M/fempered) 2146 2872 2472 2427 �cempe�ed/lamlra�ea) Desl nate mduct code as RS,RV or SKS. 2857 2457 CircleTop"Quader CTCl CTN24 CTN28 ETS CTN34 CTC42 CTCX2 CTC3 CTN30-2 Ro�and&FJliptical CTCWI CTCXS CTN30 CTC2 CTQCS CTQCWS CTN28-2 C1QA3 VVintlons CTN20 CTCW2 CT CX �Cirele&OvalWindows OVL1824 CIR20 OVL2030 CIR24 OVL3048 CIR30 Fle�iframe�`(rectan�laQ 0-19" 2044" 25-28° 2931" 32-36" 37-41" 42-46" 47-51" >51" Wlndo�+s(non-recUngular) 035" 36-46" 47-54" 55-fi0" 61-70" 71-80" >80" AFW6 AFC13 AFC206 AFCW12 AFCW155 AFCP303 AFCP3035 AFCP306 AFFW1202 AFC235 AFCW24 AFFW505 AFC24 �� AFC11 AFC135 AF21 AFCW13 AFCW16 AFC22 AFCP304 AFCP308 AFC23 AFFW5035 AFCW245 AFFW8045 AFC245 i . � AFCW06 AFC14 AFCW21 AFCW135 AFCWIS AFCW22 AFCP3045 AFFW602 AFCW23 AFFN603 AFCW25 AFFW805 AFC25 AFCW11 AFFW801 AFRN501 AFCW14 AfCP302 AFFW502 AFCP305 AFfW802 AFFW6035 AFCW255 AFFW8055 AFC255 AFCP3006 AFC145 AFfVJ6006 AFCW145 AFFW1201 AFCP3055 AFC24 AFFVJ6055 AFFW806 AFC26 � AFFNl5006 AFC15 AFFVJ601 AFCWSS AFFVJ606 AFFW5055 AFC28 AFCP301 AFC155 AFFVJ8006 AFFW608 AFFW506 AFCW235 ArchFleXi(ramem AFCW206 AFC16 AFRN801 AFRN8035 AFFW508 AFFVJ803 'ti��'0d0�N5 AFC12 AFC18 AFFW1206 AFCW26 AFFW604 AFFW601 AFCW28 AFFW6045 AFfVJ504 AFFW804 AFFW5045 AFFW605 �.g p�; '� � 4�..:.�� ,000 ,r'_. _ _—. SE3106 SE311 SE312 SE315 SE541 SE601 SE546 SE5845 SE603 SE313 SE3155 SE581 SP404 SE582 SE585 SE6035 SE3135 SE316 SP402 SP4045 SE583 SE5855 SE604 SE314 SE5406 SP403 SP405 SE5835 SE586 SE6045 � SE3145 SE5806 SP4035 SP4055 SE6055 SE542 SE545 Sp�ngfine"IYlndovrs SE6006 SP406 SE606 SE543 SE5455 ELFW6006 SP8006 SE5435 SP802 . ELFVJ8006 SP801 SE544 SE5445 - SE584 SE602 SE605 ELFW601 ELFW801 -3,000'��'� 0 ELFW602 ELFW802 SF CR3 SF CR4 SF CN35 SF C5 SF CW35 SF CW6 SF CXW4 Spnngline" SF CR35 SF CR5 SF CN4 SF C6 SF CW4 SF C35 SF CXWS FlankerWindows SF CR6 SF CNS SF CWS SF C4 SF CXW6 SFCN3 SFCN6 3'000'� 4 000 FuIlChordWindaws FCD34 FCCW2 FCD28 fCD38 FCRN60 FCCXVJ3 FCFWW FCD30 FCC2 GotM.c,Octagon, GT2036 OC20 OC24 GT4056 OC30 FR40 QR40 FR60 Full&QuaderAound GT2440 � � - � ----- _ �Wlntlows GT30,6 10,000 l r Frerclr«aadm PWG5068 FWG5080 FlNG60611 FWG8068 FWG8080� Glldin PatioDoors fWG50611 FWG6068 FVJG6080 FVJG80611 50e8 5080 5468 5480 60611 Frenchwood� 41681 4180 506ll 54611 6068 6080 PatioDoors-Hiogetl �.r,�& ;.,bOQ. ' F1476016 FNn5016 FWT4111 FWT2911 FW�60110 FWT31110 kenchwaod'� R^J�6011 FW�2111 FWr3116 FW�2716 FM54110 FNlT29110 'F- iransomWindows hWT5416 FM5011 FW�3111 FW�27ll FWT50110 FW�27110 FWT5411 FWT4116 FWT2916 FW�2116 FWT41110 FW�21110 � Frenchv+oa�'Sideli�ts �USL1366 FWSL1380 FVJSL17611 FWSL13611 FVJSL1766 F4VSL1780 FrenchwoadmSldelight FWSLT17110 FWSLT1311 FWSLT13110 iransoml4indo�vs RNSLTPl6 FWSLT1711 FWSLT1316 �e°�ti:"�'':� -�K�t�,' �7,000�:-*'.�� =-8000.��:. DH1830 DH1860 DH2O36 DH2O56 DH3036 DH2446 DH3046 DH2849 DH2850 DH2856 DH3056 DH3456 DH1836 DH2O30 DH2430 DH2O60 DH2O50 DH2449 DH2456 DH3049 DH2860 DH3450 DH3060 DH3460 200Senes DH1840 DH2430 DH2O46 DH2436 DH3040 DH2450 DH2460 DH3449 DH3050 Doubl2-HungWindaws DH1846 DH2830 DH2O49 DH2440 DH2O40 DH2846 DH3436 DH1849 DH3030 DH2836 DH2�40 DH3446 __ , DH1850 DH3430 DH3436. �DH3440 .,w�",r.�. �.�� r�10,000� � � FX5010 DH1856 FX3056 FX3049 FX5056�� FX6040 FX4656 Fx5040 FX4610 `��' FX3050 FX4930 FX5050 FX4046 FX4940 fX5046 �� FX3030 FX5030 FX4650 FX4049 FX4946 Fl(5049 200Senes � FX3040 FX5630 FX4649 FX4050 FX4949 FX5060 P�cWreWindons FX3046 FX4030 FX4660 FX4056 FX49W FX5640 FX3060 FX4630 FX4040 FX4640 FX4956 FX5fi46 �--;.�� - FX6030 FX4060 FR4646 FX4960 FR5649 ' FX3410 FX3016 FX2416 FX3010 FX3420 FX2420 FX5650 FR6046 FX6049 FX6050 200Series FXI816 FX2010 FX1810 FX3020 FX2020 ir�r.samWindaM FX2410 FX2810 FX2816 FX2820 FX2016 FX3416 FX1820 2005enes CT20 CT24 CT30 CT34 ---- ClrcleTov"Windaws CT28 CT18 "'S00 �' � 0. ��-- '�7 000�°.3di��.��" ti �r+'��8 000' +�� '9 000` ' �10,0�'"0'��"�,�`�� Nanollne� 18210 2432 3032 18310 2042 �~24310 2442 2446 2846 3052 2852 3056E Double-Hung 1832 2828 34210 1842 2046 28310 2842 2452 3046 3452 2856E 3062 (staRswiih1879) 20210 28210 3432 1846 2052 30310 3042 2456E 3446 3852 2862 3056C PSNL 2032 2832 38210 1852 2056C 34310 3442 2462 3846 2856C 3456E � 24210 30210 3832 1856C 2056E 38310 3842 2456C 3856E 3462 1856E 2062 3862 3456C E=Equal=_ash 3656C C=Cattage 1862 20310 _ srylesash � ��4,000��- : ,000 �� 6000; t�'�'''�"�� 7,000 8,000 tiartolinemDoahle�Hung T�2.910 TR3410 TR181fi TR2018 �TR2816 TR3018 TR3816 TR1820 TR1828 TR2020 TR2420 TR3022 2424 3024 2828 3032 3828 i2nsomWindaws iR3010 TR3810 TR1818 TR2416 TR2818 TR3416 TR3818 TR1822 TR1832 TR2022 TR2422 TR3420 2432 3424 2832 3428 3832 TR2410 TR2016 TR2416 TR3016 TR3418 TR1824 TR2024 TR2ffi0 TR3422 2824 3824 3028 3432 GW3030 GW4046 GW4040 TR202S TR2822 TR3820 GW5050 GW5046 GW6050 GW6040 GW6036 2005enes GW3020 GW4036 GW4030 TR2032 TR3020 TR3822 GW5040 GW5036 GW6046 GW6030 GlitlingWindows GW4016 GW4020 GW3040 GW5030 GW4050 GW3036 I Narmline� NLGD5068 NLGD5080 NLGD6068 NLGD6080 NLGD80611 Glidin PatioDoors NLGD50611 NLGD�611 NLGD8068 NLGD8080 � Perma-Shieldm PS5068 PS51168 PS61611 PS81611 Glidin Pa�o�oors PS6180 PS8180 200Setles ISPD4168 ISPD4176 ISPD5068 ISPD5076 ISPD5468 ISPD5476 ISPD6068 ISPD6076 e e� Hin ed PaGa Doors ISPD41611 ISPD4180 ISPD50611 ISPD5080 ISPD54611 ISPD5480 ISPD60611 ISPD6080 •N A BasemenqUtiliyw�ows 2813 2817 2820 c E 'Maximum short side window dimension.Por Flexiframe'units use the shodest dimension(width or length)and round m the nearest whole numbecThen use the limits given above for Flexiframe wintlows. o y I •Deflection of glass will occur on uniis with larger glass areas.If in[erior/e�erior grilles are used on doubte-hung windows,gliding windows or gllding patio doors,some Interference may occur,affecting the operation of Ihese uni[s. �� •Altitude limits for patio doors shown in two-panel configurations.These limits also qualiry for same size panels used in one or mWtiple panel confgurations. �� I 247 �v •For NFRC ratings for units with capillary breather Nbes,please visit andersenwindows.com. i v a i PRODUCT PERFORMANCE Andersen°400 Series Product Performance,Air Infiltration and Sound Transmission Ratings Conesponding AAMA/WDMA/CSA CertifiedAirinfltration Fcrformance Grade Design Pressure(DP) 101/I.S.2/A440-OS Standard Sound Trans. Andersen'Product (PG) RaGng (tes[size in inches)* cfm/ft� I (L/(s�m�)) Class(STC)^ OITC^ 400 Series Single Casement Window � PG 50 DP 50 Class LC-PG50 (29 x 72) 0.03 (015) 26 22 400 Series Double Casement Window � PG 50 DP 50 Class LC-PG50 (57 x 72) 0.03 (015) 26 22 �- ------- -_. .. __ 400 Series Triple Casement Window PG 40 DP 40 Class LC-PG40(85 x 60) 0.03 (0.15) 26 22 400 Series Awning Window '. PG 35 DP 35 Class LGPG35 (60 x 36) 0.21 (l.11) 26 21 400 Series Awning Window PG 60 DP 60 Class R-PG60 <.Ol <0.05 28 23 (PG up;rade)Avallable on select sizes only 400 Series Casement and Awning Pichre Window PG 50 DP 50 Class LGPG50 (60 x 72) <.Ol (0.05) 29 25 Class LC-PG50 (72 a 60) �400 Series Woodwrightm FuI6Frame Double-Hung Window � PG 30 DP 30 Class LC-PG30(46 x 77) 0.13 (0.66) 27 23 400 Sedes Woodwrighta Full-Frame . Dou6le�Hung Window(PG upgrade)Hvailable PG 50 DP 50 Class R-PG50 (38 x 65) 0.1 (0.51) 27 23 only or udi6 equal to or smaller than 38"x 65" . _�-�--- -- --- - �- .__._ 400 Series Woodwrights Full-Frame Double-Hung ''� � Picture Window(Requlred installation clip or PG 65 DP 65 Class LGPG65 (68 z 7Z)""�� <.01 (0.05) 28 23 screws through the jamb installation) — —_._..__--__._._ _ . 400 Series Woadwrightm Full-Frame Double-Hung �� 1 Transom Window(Requires installation clip or PG 65 DP 65 Class LC-PG65 (75 x 40) <.Ol (OA5) 28 22 screws Uirough the jamb installation) � , 400 Series Woodwdght'Insert Double�Hung Window PG 20 DP 20 Class LC-PG20 (46 x 78) 012 (0.61) 26 21 , 400 Series Woodwright°Insert Picture Window �� PG 50 DP+50/-60 Class LC-P650(68 x 78) 0.03 (D.15) 30 26 . 400 Series Woodwright�Insert Transam Window PG 50 DP 50 Class LC-PG50(68 x 78) <.Ol (0.05) 30 26 . 400 Series Tilt-Wash Double-Hung Window' � PG 30 DP 30 (:Jass LC-PG30(46 x 93) 0.07 (0.33) 26 23 400 Series Tlt-Wash Dou61e-Hung Windaw (PG upgrade)Availa6le only on units equal PG 50 DP+50/-55 _ Class LC-PG50 (45 x 77) 0.12 .(0.61) 2fi 23 to or smaller than 45"x 71" 400 Series Tlt-Wash Double-Hung Window (PG upgrade)Available only on u�its equal PG 50 DP+50/-65 Class LC-PG50 (45 X 65) 0.08 (0.41) 26 23 to or srcaller than 36"x 65' 400 Series Tilt-Wash Uou61e-Hung Picture Window (ReGolrz;insta!iation clip or screws through PG 50 DP+50/-65 Class LGPG50 (68 x 77) <.Ol (0.05) 30 25 � the jamb installa[ion) 400 Series Tilt-Wash Double-Hung Transom Window PG 50 DP+50/-65 Class R-PG50(48 x 48) <0.01 (0.05) 28 23 400 Se�ies Gliding Window � �� PG 30 DP 30 Class LC-PG30(72 x 60) 0.07 (0.33) 26 22 �400 Sedes Skyiight � PG 40 DP 40 Class LGPG40(30 x 74) 0.14 (0.91) 27 22 �400 Series Roof Window Venting � - - _ _ _ pl p2 " 400 Series Roaf LYindow Stationary _ _ _ _ _ 2� z2 400 Series Cirele Top'"'and Elliptical Window �� PG 50 DP 50 PG50(60 x 72) <.Ol (0.05) 30 25 �. ------..__---- — __._ 'i.._. � 400 Series Circle and Oval Window �� PG 50 DP 50 . PG50 (60 x 72) <.Ol (0.05) 29 25 I 400 Series Arch Window ' PG 50 DP 50 Class LC-PG50 120 x 60 <.OS � ( ) (0.05) 30 25 � 400 Seiies Fleaiframem Window ',. PG 50 DP 50 Class LGPG50(120 x 60) <.OS (0.05) 30 25 -�� 400 Series Springline*'"Window � PG 50 DP 50 � Class LGPG50(96 x 73) <.Ol (0.05) 30 25 P+OiE If e s rb'�.-�.cA�ict per'annance rating is shown,the number represents both the positive and negative(+/-)product performance rating for the pmduct * 7-4 s/�s and 7-8'/a"height units have interior antl exterior 6rackets.The interior 6rackets,located on each sitle of the check rail,must be flipped up for proper product pedormance. �:�� ^STC and OITC ratings given are for individual units based on independent tests and represent the entire unit Higher STC and OITC values may be availa6le with other glazings. Test sizes for STC and OITC vary and may not match sizes tested to AAMA/WDMNCSA 101/I.S.2/A440.Contact your Andersen supplier for more informa[ion. This tlata is acarate as of November 4,2008.Due to ongoing pmduct changes,updated test results,or new industry standards,this data may change overtime. � Contact your Andersen supplier tor current performa nce information or upgrade options. Where designated,Andeaen products are cedified and labeled to the requirements of the Hallmark CeRification Pmgram.Actuai performance may vary based on variations in �� manufacturing,shipping,installation,environmental conditions and conditions of use. - � These products are covered by one or more of the following patents:5,544,450;5,566,507,5,595,409;5,603,585;6,O15,611;6,015,612;6,055,786;6,210,792;fi,265,037;6,357,197;6,763,875;6,840,011;7,070,215; 1,080,616;7,195,053;7,201,208 and 7,293,391.Other patents pending. - � F'.3 248 �_.', Rndersen� Andersen�400 Series Product Performance,Air Infiltration and SoundTransmission Ratings Performance Corresponding AAMA/WDMA/CSA CertifiedAirinfltration Grade Design Pressure(DP) 101/I.S.2/A440-08 Standard Sound Trans. Andersen Product (PG) Ratlng (test size in inches)" cfm/fC I (4/(sm')) Class(STC)^ OITC^ 400 Series Frenchwaod'Gliding Patio Doors �F'. _...-___-_____ _ ..1 .. ifi080 �PG 35 DP 35 Class LGPG35 (189 x 96) 0.04 (020) 31 26 � 160611 Standard PG 25 DP 25 Class LC-PG25(189 x 83) 0.05 (025) 31 26 PG Upgrade PG 40 DP 40 Class LC-PG40 (189 z 83) 0.03 (015) _ 31 26 16068 PG 30 DP 30 Class LC-PG30(189 x 80) 0.05 (025) 31 26 so80,6o80,8068,60611,90631 PG 40 DP 40 Class LC-PG40(96 x 96) 0.04 (020) 31 26 40o Series Frene oo H n � oo J n Sin;le PG 40 DP 40 Class lC-PG40(39 z 96) 0.12 (0.61) 32 27 2 Panel Standard PG 40 DP 40 Class LC-PG40(72 x 96) <0.01 (0.05) 31 26 PG Upgrade(APPA) PG 50 DP 50 Class LC-PG50(72 x 96) 0.13 (0.66) _ 31 . 26 3 Panel PG 40 DP 40 Class LC-PG40(108 x 96) OA2 (0.10) 31 26 �40 � e e renc o H n � t o Doo u n �Single 3180 PG 60 DP 60 Class LGPG60(36 x 96) <0.01 (0.05) 31 26 3380 PG 40 DP 40 Class R-PG40(39 z 96) <0.01 (0.05) 31 26 2 Panel Standard PG 40 DP 40 Class LC-PG40(72 x 96) 0.12 (0.61) 31 26 - ?3 L��,grade PG 50 DP 50 Class LC-PG50(72 x 96) 0.02 (0.10) 31 _ 2fi -___- _. . _-. _.___ .. 400 Series Frenchwood'Patio Door Sidelights � PG 65 DP 65 Class LC-PG65 (19 x 96) <.Ol (0.05) 32 26 � 400 Series Frenchwood'Patio Uoor Transoms PG 65 DP 65 Class LC-PG65(72 x 22) <.OS (0.05) 29 25 Andersen`Architectural Window and Door Performance and Air Infiltration Ratings Pedormance Corresponding AAMA/WDMA/CSA Certified Air Inf Itration Grade Design Pressure(DP) 101/I.S.2/A440-08 Standard Andersen'Architectural Product (PG) Raung (test size in inches)* cfm/ft� I (U(s•m�)) Casement Windows - PG 60 DP 60 Class LC-PG60 36 x 77 0.02 0.10 ._--�-----._----- -- French Casement Window PG 30 DP 30 Class LC-PG30 57 x 72 0.01 0.05 � Awning Window � � PG 60 DP 60 Class LC-PG60 53 x 53 0.01 0.05 Casement/Awning Picture Window � PG 60 DP 60 Class LC-PG60 108 x 65 ��`v 0.01 0.05 Monumental Dou6le�Hung Wlndow �� ff t1 �fi t1 fT Specialry Window: Standard � '�, � PG 30 DP 30 Class LC-PG3096x 60 0.03 0.15 PG Upgrade I� PG75 DP 75 Class LC-PG75 125 z 84_ 0.03 0.15 ___ --- �----._ Hinged Door-Inswing PG 20 DP 20 Class R-PG20 44 x 95 0.01 0.05 j PG 20 DP 20 Class R-PG20 38 x 95 0.01 0.05 Flzed�oor-Inswing� � � PG 20 DP 20 Class R-PG20 74 x 95 0.01 0.05 �i PG 50 DP 50 Class LC-PG50 38 x 95 0.01 OA5 .,-- ------- �------ ��, Hinged Ooor-Outswing PG 50 DP 50 Class LCPG50 86 x 95 0.01 OA5 � -. PG 50 DP 50 CIs�55 LC-PG50 44 x 95 0.03 015 ----.. .__ .--�----. ..__.__ .. ::.� Flxed Door-Outswing I PG 40 DP 40 ' --�Class LC-PG40 38 x 95 0.16 0.80 �. PG 40 DP 40 Class LC-PG40 38 x 95 0.01 0.05 j PG 60 DP 60 Class LC-PG60 86 x 95 0.01 0.05 -----------�--- -------- � Commerclal Entry Doors-Outswing ttt DP 40 -ASTM E330 3'-9'/e'x 7'-11" f1 tf I , f}f DP 55 -ASTM E330 3'd s/e"x 7'-il" 1T f1 �� Verticzl Rod Panic Hnrdware � ttf DP 35 -ASTM E330 6'-2'/�s"x 7'-11" tt ff � Flushbolts in lock stiles � tYt DP 50 -ASTM E330 6'-2'/�e'x 7'-11" Yt f1 I Faed Commerclal Entry Outswing Door/Sldelights I, PG 70 DP 70 Class LC-PG70 46 x 95 0.01 0.05 �--_._-- .._--.._------ �� Door/Sidelight ..___ '�, PG 55 DP 55 Class LC-PG55 74 x 95 0.01 0.05 NO i EJf a sin61 r�'�rt ce��f n i n a'��.oy s I :, r,�number represents both the positive and negative(+/-)product performance rating forthe product. *Tested to AAMA/WDMNCSA 101lI.S.2/A440-08 standard. -This test method is wntained within the AAMAIWDMNCSA 101/I.S.2/NAFS-02 or AAMANJDMNCSA 101/I.S.2/A440-05 standards that relate to structural pedormance.Air and water performance are not included in this standard. tt Information not available at time of printing.Cantact your Andersen supplier for more information. Ytf Protluct not rated for Perfarmance Grade. ^STC and OITC ratings given are for individual units based on independent tests and represent the entire uniL Higher STC and OITC values may be availa6le with other glazings.Test sizes tor STC and OITC vary and may not match sizes tested to AAMAM'DMNCSA 101/I.S.2/A440.Contact your Andersen supplier for more information. This data is accurate as of November 4,2008.Due to ongoing product changes,updated test results,or new industry standards,this data may change overtime. Contact your Andersen suppller for current performance information or upgrade options. Where designatetl,Andersen products are cedified and labeled to the requirements of the Hallmark Cedification Program.Actual performance may vary based on variations in manufacturing,shipping,installation,environmental conditions and conditions of use. � I These products are wvered by one or more ot the foliowing patents:5,544,450;5,566,507,5,595,409;5,603,585;6,015,611;6,015,612;6,055,186�,6,210,792;6,266,037; � �_ 6,357,191;fi,763,815;6,840,011;7,070,215;7,080,676;7,195,053;7,201,208 and 7.293,391.Other patents pentling. :� m a ca m� j a`�'i E G o o d S •�°�+ d c a� 249 �6 ' ' � .PRODUCT PERFORMANCE Andersen�200 Series Product Performance,Air Infiltration and Sound Transmission Ratings �� Certifed Air Infltration Sound NOTE:If a single product performance ' Corresponding AAMA/WDMA/CSA Trans. rating is shown,the number represents F:-r(ormance Design Pressure(DP) 101/I.S.2/A440-05 Standard Class both the positive and negative(+/-) Andersen`Product Grade Rating (testsizeininches) cfm/ft' (L/(sm�)) (STC)^ OITC^ productperformanceratingforthe _ product. 200 Series Single Casement Window I PG 50 DP 50 Class LC-PGW (29 x 72) 0.03 (0.15) 26 22 f The accessibility option has limited waterpedormance. --�-- ' ^STC and 011C ratings given are for 200 Series Double Casement Window PG 50 DP 50 Class LC-PG50 (57 x 72) 0.03 (0.15) 26 2z indiVidual units based on Independent _-_------- ---- - --- - tests and represent the entire unit. 200 Series Triple Casement Window PG 40 DP 40 Class LC-PG40(85 x 60) 0.03 (0.15) 26 22 Higher$TC and OITC values may be _._ ._ .--..-______----- .. available with ather glazings.Test ��- sizesforSTCand IT varyand 200 Series Awning Window � =G 35 DP 35 Class LC-PG35(60 z 36) 0.21 (1.17) 26 21 may not match sizes tested to -- -_. -.-...._.....- -- AAMA/WDMA/CSA 101/I.S.2/A440. 200 Series Awning Window (PG upgrade) � CantactyourAndersen supplieffof Availa6le on Select Sizes Only � PG 60 DP 60 Class R-PG60 <.OS <095 26 21 more information. Class LC-PG50(60 x 72) This data is acwrate as of October 20, 200 Series Casement and Awning Picture Window PG 50 DP 50 <.Ol (0.05) 29 25 2005.Due to ongoing product changes, Class LC-PG50 (72 x 60) updated test results,or new industry standards,this data may change over 200 Sedes Tilt-Wash Oouble�Hung Window FG 30 DP+30/-35 Class LC-PG30(40 x 72) 0.15 (0.76) 27 22 time.Contact yourAndersen supplier �or current pertormance information or upgrade options. 200 Series rlEWash Dauble-Hung PicWre Window PG 50 DP 50 Class LC-PG50 (72 x 60) <.01 (OA5) 29 z4 Where designated,Andersen pmducts are 200 Series Narmline'Double-Hun Window � ceRlfied and labeled to the requirements g 'G 20 DP 20 Class LGPG20 (46 x 77) ->flcOT (0.35) 25 22 of the Ha�lmark CeRification Program. '/:"Sill Stop - Actual performance mayvary based on ,. -- -- �- -----__ ---� - '��-' - 200 Series Narroline'Double-Hung Window . . variati0n5 in manufacturing,shipping, 1'/e'Sill Stop �'G 50 DP 50 qass LGPG50 (46 x 77)�. � 0.07 (0.35) 25 22 installation,environmental conditions � and contlltions of use. 200 Series Narmline"Double-Hung � PG 50 DP 50 PG50(72.x 60) (0.05) 29 24 <.Ol Transom Window 200 Series Circle Top"and Elliptical Window FG 50 DP 50 PG50 (60 x 12) <.Ol (0.05) 29 ' 24 , .__- _-__-.. - . -- J _ 200 Series Gliding Window PG 20 DP 20 Class R-PG20(72 x 60) 0.15 (0.56) 27 22 200 Serles 6liding Window Picture Window ,_.. DP 5D Goss I QPG50 (79 x 60) <.O1 (0.05! ?� 24 200 Series Na�roline Gliding Patio Door Single Pl!4G DP 40 C�a;s LGFG��G (51 x 83) 0.01 (OD5) 3�� 2d 2 Panel 6'-8",6'-11" PG 35 DP 35 Class R-PG35(96 x 83) 0.02 (0.10) 30 24 2 Panel 8'-0" PG 25 DP 25 Class LC-PG25 (96 x 96) 0.03 (0.15) 30 24 4 Panel FG 25 DP 25 Class LC-PG25 (1.89 x 96) 0.04 (Q20) 30 24 ----- _-_.- ._ ..--------------� ...� 200 Series Perma-Shield'Gliding Patio Daor -r '�' .. . Single PG=1ii DP 4C �._ss R-?Gd0 (Sl x9o) <0.01 (0.05) 30 24 2 Panel PG 25 DP 25 Class LC-PG25(96 z 96) 0.17 (0.86) 29 23 2 Panel Upgrade(6'-8"&6'-11") PG 40 DP 40 Class LC-PG40 (96 z 83) 0.10 (0.51) 29 23 �200 Serles Hinged Patio Doar '�' i '�, (Inswing)Single PG 30 DP 30 Class R-PG30(3S z 96) 0.06 (0.30) 32 27 Qnswing)Singlet PG 30 DP 30 Class R-PG30 LW(38 x 96)t 0.08 (0.41) - (Inswing)Double PG 30 DP 30 Class R-PG30(72 x 96) <0.01 (0.05) 30 24 Center of Glass Performance Data Dual-Pane Glass(Airfilled) ___ _�_. , Visible Fading %RH Light' SC' SHGC' RHG' Tuv' I Tdwb U-Factor' @centera IGST' � Casement/Awning,Narroline'Double�Hung, NarmlineTransom,200SeriesTilt-Wash , 83% 0.92 0.79 191 62% 64% O.W 41% 45°F ' and Gliding Window � Casement/Awning Picture/Transom, i 82% 0.90 0.77 167 57% 60% 0.51 40% 44°F 200 Series Flxed Units(Tempered) ' - Perma-Shield'Patio Ooor I'. 82% 0.87 0.75 181 54% 58% 0.49 42% 46°F �Narroline'Gliding Patio Door - 'I 82% � 0.89 0.78 186 58% 61% 0.49 38% 43°F 250 � WINDOWS•DOORS � I� �� Andersen� � Center of Glass Performance Data High-Performance`"Low-E4'and Low-E Glass(Dual-pane,Low-E,argon blend glass) Fading "High-Performance Low-E4"(HP Low-E4), Visible %RH "SmadSun"and"High-Performance Low-E4 Sun" � Light' � SCZ I SHGC' I RHG' I Tws I Tdwb I U-Factor' @centera IGST° (HP Sun)are Andersen trademarks for"Low-E"glass. Casement/Awning,400 Series nt-Wash, Based on NFRC testing/simulation condltions using Narroline'Oouhle-Hung,Nartoline 7ransom, 73% 0.50 0.43 104 ll�O 34% 0.28 60% 55°F Windows 5.2 and NFRC validated spectral data.0°F outsitle temperature,70°F inside temperature and 200 Series TJFWash and Gliding Window _ __ _- - a 15 mph wind. �Woodwright Full-Frame Dou61e-Hung, 72% 0.50 0.43 104 16% 33% 028 60% 56°F 1 VisibleTransmittance(V�)measures how much Woodwright Insert Dou6le�Hung Window . �- light comes through the glass.The highe�the Casement/Awning Picture/Transom, value,fram 0 to 1,the more daylight the glass lets Dou6le�HungPicture,Woodwright 73% 0.50 0.43 103 I6% 33% 0.30 58% 55°F in.VisibleTransmittanceismeasuredoverthe380 Full-Frame Picture/Transom,woodwright � to 760 nanometer portion of the solar spectrum. insert(Tempered)Window 2 Shading Coefficient defines the amount of heat Picture/Transom,Circle Top;Oval,Circle, . gain thmugh the glass compared to a single lite �. 73% 0.50 0.43 104 17% 34% 028 60% 56°F of clear'/e"(3 MM)glass. 200 Series Flxed UniLs,EIIlptical Window �� .. . ...._ ._... ------��-- -=- 3 Solar Heat Gain Coefficient(SHGC)tlefines the Root Window and Skyligrt � 73% 0.49 0.43 102 16% 33% 028 60% 56°F fraction of solar radiation atlmitted through the glass both directlytransmitted and absorbed antl .---- -- .-- subsequentlyreleasedinward.Thelowerthevalue, 400 Series Gliding Window � 73% 0.50 0.43 104 17% 34% 0.26 60% 56°F the less heat is transmitted through the glass. ._- - - 4 Relative Neat Gain is the amouM of heat gain Frenchwood'Hinged,Outswing and thmugh a glazing incorporating U-Factor and Solar Gliding Door,Frenchwood Patio Uoor 72% 0.49 0.42 101 15% 32% 028 60% 56°F Heat Gain Coefficient. Sideligrt/Transom,Nartoline Gfiding Uaor _. _ 5 Tfansmission Ultra-Violet Energy(TUV).The � � Flewhame;Arch,�Spnn�line;Full-ChoN,Gothic, 71% 0.47 0.41 98 14% 31% 027 61% 56°F transmission of short wave energ/in the 300-380 Elliptical,oc[agon,Fuli-Round,Quarter Round nanometer poRion of the solar spectmm.The _., ____ .__.._ _ . . energycancausefa6ricfading. � 6 Transmission Damage Function(TDNq.The transmission o(UV and visible light energy Center of Glass Performance Data in the 300-600 nanometer podion of the solar spectrum.The value includes both the UV and High-Performance"Low-E4°Sun and Low-E Sun Glass(Dual-pane,tinted Low-E,argon blend glass) visiblelightenergythatcancausefabricfading. This rating has also been referred to as the Fading � Krochmann Damage Function.This rating 6etter I Visible %RH predicts fading potential than UV transmission � Light` I SC2 I SHGC3 RHG' Tuvs I Tdws U-Factor' I@centerB IGST' alone.The lower the Damage Function rating, the less transmission of shod wave energy �� Casement/Awning,400SedesTilt-Wash, thmughtheglassthatcanpotentialtycause �� Narrolfne'Uouble-Hung,NarrolineTransom, 40% 0.30 026 64 17% 25% 028 57% 54°F fab�icfading.Fabrictypeisalsoakeycomponent �� 200 Series TilEWash and Gliding wndow . of fading potential. �[Woodwrighf Full-Frome Doubie-Hung, 40% 0.29 025 62 i6% 24% 0.29 57% 54°F 1 U-Factor in this table is a measure of the heat loss i Woodwright'Insert Double�Hung Window thmugh the cente�of glass in BTU/hr deg.F sq.ft. _ . This U-Factor shauld not 6e confused with U-Factor �' Casement/Avming Picture/Transom, as measured bythe National Fenestration Rating Dou61e-Hung Picture,Woodwrigrt 40% 0.30 0.26 64 16% 24% � ' 0.30 55% 53°F Council(NFRC)which represents heat loss through I Full-frame Picture/Transom,Woodwright the total unit.Only NFRC total unit U-Facto� i f Ratings should be used when assessing building ., Insert(Tempered)Window . � PlctUre/Transom,CircleTop; �. �'"t orenergycodecompliance. 40% 0.30 0.26 63 17% 25% 0.29 57% 54°F g percent relative humidiTy before condensation Oval,Circle,Elliptical i __ ___..._-__ _- occursatthecenterofglass,takenusingcenter �� 200 Series Fiaed Window 40% 0.30 0.26 63 17% 25% 0.29 ' 57% 54°F o(glasstemperature. 9 Inside glass surface temperatures are taken -�---�---�- - -- at the center of glass. � Roof Window and Skylight 40% 029 0.25 62 16% 24% 0.29 57% 54°F . ._ __._ - , -� - This data is accurate as of November 4,2008.Due 400 Series Gliding Window 40% 0.30 0.26 63 17% 25% 0.29 57% 54°F to ongoing product changes,updated test results, or new industry standards,this data may change Frenchwoad'Hinged,Outswing and � � �� aver time.Contact yourAndersen supplier for current Gliding Door,Frenchwood Patio oour 40% 029 0.25 62 -. '� 16% 24% 0.28 57% 54°F performance information or upgrade options. �� Sidel_ght/Transom,Nartoline Gliding Door _ _ -�*-�-�� Fleuhame;Nrch,Sprin@ine;Full-ChoM,Gothic,� � Contact your Andersen supplier for center of glass . Elliptical,Octagon,Full-Round,Quarter Round 37% 0.28 024 �✓ 60 13% 22% 028 57% 54°F pe�(ormance data on windows with laminated glass. ___. _.__. __- ____. Please contact your Andersen supplier or visit andersenwindows.com for performance values on Center of Glass Performance Data pmductsthat include patterned glass,tempered Low-E4'SmartSun'"and Low-E SmartSun Glass(Dual-pane,tinted Low-E,argon blend glass) glassotherthanskylightsorroofwindowsand products ordered with capillary breather tubes. -- Fading %RH I Visible LighN SC� SHGC' RHG' Tuv' I Tdw6 U-Factor' @centera IGST' Casement/Awning,400SeriesLlt-Wash 66% 0.32 0.27 66 5% 21% D.24 61% 56°F � Window �---- _-_-_.._-__ .. Woodwright Full-Frame Dau61e-Hung, 66% 0.32 0.27 66 5% 21% 0.24 61% 56°F Woodwright Insert Double-Hung Window Casement/Avming Picture/Transom, Double-Hung Pichire,Waodwright 65% 0.31 027 65 5% 21% 0.25 61% 56°F Full-Frame Picture/Transom,Woodwnght Insert(Tempered)Window _ _ . �Frenchwood Hinged,Outswing and Gliding Door,frenchwood Patio Door 64% 0.32 0.27 66 5% 21% 024 61% 56°F Sideli�,'ht/Transom � -- � __. ..._..- - _._- _._-. . Fleuframe;Arch,Springline;PoII-Chord,Gothic, 64% 0.31 0.28 65 4% 20% 024 61% 56°F � EIIipNcal,OcGgon,Fuli-Round,Quarter Round _ - _ .___ _._-_ Raof Window and Skylight 6530 0.32 028 68 5% 21% 0.35 53% 52°F y y U , -. '__ U9� C - - .__ - A - _ _ E ---- Q Q e �d i .c� � a� o 251 e= e �a y �. •PRODUCT PERFORMANCE ENERGY STAR�Qualification Helps Identify the Window and Door That Is Best For Each Climate Zone. Q ' "' � �� • � � Products that bear the ENERGY STAR°logo must meet stringent energy � � � � efficiency guidelines set bythe U.S.Enuironmental Protection Agency and � the U.S.Department of Energy.These guidelines are based on the heat gain and loss of each product in various regions of the country. � Northern � -' � . ` - Mosily Heating { t � .. '_ ir--- - ��' ,,. � North/Central i � -� �- Heating&Cooling 1 ` i E�N� mF i ,_r __, � � � � x �� "�' �°�''`�+'° '°` ,� � ��; � �� South/Central �,=Ya�d�ea��e9�ee�no�se - `` Cooling&Heating c bYmeet�n9sinct �' 1 ��'� �� I � �r �� - �._ �..I �, ��eve� �va��aerrsse�e� � � �_� � � Southem �_use � memaiP i��o�, MostlyCooling A]��nc��.d 1•U 5 De ��n 'i �m ' . .. � Alternative � Criteria Allowed Andersen NFRC Certified Total Unit Performance ProductType I � � ProductType ^ (NFRC Size) GlassType U-Factor' SHGC' Vf' m � NFRC Size GlassType U-Factor' SHGCz VI' � Andersenm 200 Series " � �,;:� S Andersen�'400 Series Casement Window Clear Dual Pane � 0.45 0.60 0.62 � - ! ' - � HP low-E4 028 0.32 0.54 �� (24"x 59") Clear Dual 7ane wiffi Grilles 0.45 0.54 0.57 - � HP Low-E4 with Grilles d29 0.29 0.49 � .0� Awning Window Clear Dual Pane OAS 0.59 0.61 - �I Casement Window . HP Low-E4 Sun 0.29 020 0.30 � �� (59"x 24") Clear Dual Pane with Grilles 0.45 0.53 0.55 - � (24"z 59") HP Low-E4 Sun with Grilles 0.30 0.18 027 � 0� Clear Dual Pane 0.47 0.60 0.63 - ��, i HP Low-E4 SmartSun 0.28 0.21 0.49 � �� TilbWa<h � Clear Dual Pane with Grilles 0.47 0.54 0.56 - � ��HP Low-E4 SmartSun w/Grilles 0.29 019 0.45 �: ,S� Double-Hung Window - �. (4�„z 59„) Low-E 0.30 0.32 0.55 � �� , � HP Low-E4 028 0.31 0.53 �_ �� I Low-E with Grilles 0.30 029 0.49 �;1�� '� � �, HP Low-E4 with Grilles 029 0.29 0.49 �. �.� � Clear Dual Pane 0.47 0.61 0.64 - Awning Window � HP Low-E4 Sun 0.29 019 0.30 ��_.�� Narmlinem Clear Dual Pane with Grilles 0.47 0.54 0.57 - (59"x z4"1 i HP Low-E4 Sun with Grilles 0.29 0.18 0.27 ��. :�� Double-Hung Window - � � � HP Low-E4 SmartSun 028 0.21 0.48 �,�.�I�� (47"x 59") . Low-E 0.30 0.32 0.56 ��;,�� , � Low-E with Grilles 0.31 0.29 0.50 �� HP Low-E4 SmartSun w/Grilles 028 0.19 0.44 �'_.�� _ Clear Dual Pane 0.46 0.63 0.66 - �. _ HP Low-E4 027 0.34 0.60 � �_�� Narroline� Clear Dual Pane with Grilles 0.46 0.57 0.59 - � HP Low-E4 with Gnlles Q28 0.31 0.53 � �� Transom Window --- Low-E 0.28 0.34 0.58 �� ' Casement/Awning � HP Low-E4 Sun 027 021 0.33 � e� (47"x 59") , Picture Window -� Low-E with Gnlles 0.28 0.30 0.52 �� (47„x 59�,) HP Low-E4 Sun with Grilles 0.29 0.19 0.30 ��. �� I Clear Dual Pane 0.47 0.60 0.63 - � HP Low-E4 SmartSun 0.26 023 0.54 � .�� Gliding Window Clear Dual Pane with Grilles 0.47 Q54 0.56 - ' �:;:��HP Low-E4 SmaRSun w/Grilles 028 0.21 0.48 ��.�:':0�i (59"x 47") � Low-E 0.30 0.32 0.55 ��'�� . �i HP Low-E4 0.30 0.31 0.53 � S� Low-E with Grilles 0.30 0.29 0.49 �L:�?0� HP Low-E4 with Gnlles 0.31 0.28 0.47 �� 0� _ Woodwright= Clear Dual Pane 0.45 0.61 0.65 - . FuI6Frame HP Low-E4 Sun 0.30 0.19 029 � �� Fzed,Transom, Clear Dual Pane with Gnlles 0.45 0.55 0.58 - � Double-Hung Window' HP Low-E4 Sun with Grilles 0.31 017 026 � .�� Circle Top"Window - (47"z 59") �- (47"x 59") _ Low-E 028 0_33 0.56 � :�� HP Low-E4 SmartSun 0.29 020 0.47 �'t.�,�� Low-E with Grilles 0.28 0.30 0.50 ��..'�.■� � �, hG�Low-E4 SmartSun w/Grilles 0.30 018 OA2 �'3�� Clear Dual Pane 0.46 0.59 0.63 - � '� HP Low-E4 028 0.32 0.55 ��.�� Clear Dual Pane with Grilles 0.47 0.52 0.55 - �' ' HP Low-E4 with Grilles 0.29 029 0.49 ��. '�,�� '�Woodwrights Low-E 029 0.32 0.55 ��;1�� Pull-Frame �� HP Low-E4 Sun 028 0.19 0.31 �. �� Narroline� Low-E with Gnlles 0.31 0.28 0.48 �;�'�,�� I ' PicWre Window �' HP Low-E4 Sun with Grilles 0.29 0.18 027 � -.0� Gliding Patio Door - � - '��; (47"x 59") � � HP Low-E4 SmartSun 027 0.21 0.50 � �� (79„z 79„) Low-E Sun 0.30 0.20 0.30 �,;:;�� _ � Low-E Sun with Grilles 0.31 0.28 0.48 ��v:�� ,�' NP Low-E4 SmartSun w/Grilles 0.29 019 0.44 �� Low-E SmartSun 0.29 022 0.50 �i-:..10� �. HP Low-E4 028 0.33 0.57 � �� _ Low-E SmarlSun with Grilles 0.30 0.19 0.44 �i::�,0� � Woodwright' � � . HP Low-E4 with Grilles 0.29 0.30 0.51 � '8� Clear Dual Pane 0.45 0.61 0.64 - FuII�Frame HP Low-E4 Sun 0.28 020 0.32 � �� Clear Dual Pane with Grilles 0.45 0.54 0.56 - Transom 1Yindow HP Low-E4 Sun with Grilles 0.30 018 0.29 ��. '�� Low-E 029 0.32 0.5fi �'.-;S� (4� z 59 � , �- HP Low-E4 SmartSun 0.27 0.22 0.52 ��.0� Perma-Shieldm � � Low-E with Gnlles 0.30 029 0.49 �::��.i,�� I'f Low-E4 SmartSun w/Gnlles 029 0.20 0.46 � .�0� Gliding Patio Door i (79„x 79„) �_ Low-E Sun 0.29 0.20 0.30 �' ��.A� � HP Low-E4 0.30 0.31 0.53 ��.'�� I � Low-E Sun with Grilles 0.31 O.P 027 ��...'�.�� ' � HP Low-E4 with Grilles 0.31 028 0.47 ��;�.'i�� Waodwright9 Insert � �� HP Low-E4 Sun 0.31 0.19 0.30 �";;'�� . Low-E SmartSun 0.28 0.22 0.50 �,_'�� - � Double-HungWindow � '� Low-E SmartSun with Grilles 0.30 0.19 0.44 �;:I�� (47„x 59„) _ RP Low-E4 Sun with Grilles 0.32 0.17 0.26 �;'3�� Clear Dual Pane 0.45 0.44 0.46 - - �'� HP Low-E4 SmartSun 0.30 0.21 0.48 ��:+�� Clear Dual Pane with Grilles 0.46 0.38 0.40 - � HP Low-E4 SmartSun w/Grilles 0.31 0.19 0.43 �� Low-E 0.32 0.24 OA1 �;;,;�� ForNFRCcediiletlt�talunitperfornianceonunitswithcaplllarybreather 3VIsihleTransmittance(Mmeasureshowmuehlightcomesthmugha �a � HingetlPatioDoor Low-Ewi[hGrilles 0.33 021 0.35 �i-:3�� tubes,pleasevisitandersenwlodowscom. productlglassendframe).Thehigherthevalue,iromatol,themore I 39"x 79" � 1 daylight ihe pmduct lets in over ihe producCs�otal unit area.Visible , ( ) Low-E Sun 0.32 0.15 0.23 �;�a S� 'High-Pedormance"low-E4�"(NP Low-E4),"High-PeAormance'" Tronsmittance is meamred orer ihe 380 to 760 nanomeler podion of � Low-ESunwithGrilles 0.34 0.13 0.19 ��s":7�� '-E4mSmaRSun""IHPLow-E4Smad5un)and'High-Performance'" �hesolarspectmm. . low-E4°Sud(HP Low-E4 Sun)are Andersen trademarhs for"Low-E"giass. � Low-ESmartSun 0.31 0.16 0.37 ��'.'i�� ]U-Factordefinestheamountofheatloss�hroughthetotalunitin NfRCratingsarebasedonmodeling6yathirdpartyagenryasvalida�edby � Low-ESmartSunwithGrilles 0.33 0.14 0.31 ��''�� BTUmrsq.ft'°EThelowerihevalue,thelessheatislostthmugh aninde0endent�esllahincompliancewithNfRCpmgramandpraedural E=��=-�-�-��------� i requirements. lhe entire pmducL Wndow values represent non-tempered glass.Use of tempered glass can increase U-Factor ra�ings.5ee andersenwindows com This data is ac�urale as of November 4,2008.Dueto angoing product forspttificperfwmancevalues.Doavaluesrepresent�emperedglass. changes,updatedtestresults,ornewindustrystandardsorrequiremenis, 25olarHeatGainCoeHicient(SHCCldefnesihefractionofwlar ihisdatamaychangeovertime.Ratingsare(orsizesspecifiedhyNFAC radiation admitted thmugh ihe glass both directty lransmitted and �o�testing and certifcation.Aatings mayvary depending on use of absorUetl antl subsequently released inward.The lower�he value, tempered glass,diflerent grille options,glass for high altitudes,etc. the Iess heat is hansmined Ihrough�he pmtluc�. 252 .�ndersen� � � ProductType '�� , ProductType (NFRC Siie) GlassType U-Factor' SHGC' Vr' G� (NFRC Siz2) GlassType U-Factor' SHGCz Vr' m Andersen°°400 Series Andersen'400 Series �,s.:'�:.... � HP Law-E4 0.29 0.�32 0.55 � ;_::� '�. HP I ow-61 0.28 Q33 0.58 � �� --- . -. - .-- . _ _- - �� HP Low-E4 with Gdlles 0.30 029 � 0,49 � .1_,� __ HP Low-E^-: ith Gr P�as 029 ��.30 0.52 �_ :�� Woodwright'Insert � HP Low-E4 Sun 029 020 0.31 ��,_��,�� Flexiframea Window HP Low-E4 Sun 0.28 020 � 0.31 �!,:�� Picture Window 4��%5y�� (47„%59,,) HP Low-E4 Sun with Grilles 0.30 0.18 0.27 �_:�� ( 1 � HP Low-E4 Sun with Grilles 0.29 0.18 0.28 �.�°�� HP Low-E4 SmartSun 0.28 0.21 0.50 �,.�� HP Low-E4 SmartSun 0.27 0.23 0.52 �;:7�� HP Low-E4 SmartSun w/Grilles 0.29 � 0.19 0.44 �`�;�� -:P Low-E4 SmartSun w/Grilles 0.28 Q21 0.46 ��.�:;0� ' HP Low-E4 0.29 0.33 0.56 ��:�:'�� HP Low-E4 0.31 0.33 0.58 ��:`�� HP Low-E4 with Grilles 0.30 0.30 0.50 �t_':■� HP Low-E4 with Grilles 0.32 0.30 0.52 ��'�� Woadwright'�Insert - HP Low-E4 Sun 0.30 020 0.31 �[�:�� Springline"Window �� HP Low-E4 Sun 0.31 020 0.31 �E:�'�� Transom Window �- HP Low-E4 Sun with Grilles 0.31 0.18 028 �i'�.�� (47"x 59") �HP Low-E4 Sun with Grilles 0.33 0.18 0.28 �u�;0� (47"x 59") HP Low-E4 SmartSun 029 022 0.51 �, _�� HP Low-E4 SmartSun 0.30 023 0.52 �i_i�� IiP Low-E4 SmartSun w/Grilles 0.30 020 0.45 �,'�_.�� 1�7 Low-E4 SmartSun w/Grilles 0.32 021 0.46 ��:'�� HP Low-E4 0.31 0.31 0.53 ��_.�� HP Low-E4 Tempered 0.52 0.39 0.68 ��;m� � HP Low-E4 with Gnlles 0.32 0.28 0.47 ��• .,A� HP Low-E4 Tempered Lami. 0.52 0.38 0.66 �i��.:�� Tilt-Wash Dou61e- � � "HP Low-E4 Sun 0.31 019 0.30 ��-_�� Skylight HP Low-E4 Sun Tempered 0.53 024 0.38 ��3�� Hung Window � � HP Low-E4 Sun with Grilles 0.32 0.17 0.26 �!:�� '��,P Low-E4 SunTempered Lami. 0.53 024 0.37 �� 47"x 59") ..- (47"x 47") HP Low-E4 SmartSun 0.30 0.21 0.48 ��..;�� =Low-E4 SmartSun Tempered 0.52 026 _ 0.61 �� HP Low-E4 SmartSun w/Grilles 0.31 0.19 0.42 �� I�� HP Low-E4 SmartSun 0.52 026 0.59 �F;�� HP Low-E4 0.30 0.33 0.57 ��'.I,e� _ Tempered Lami. HP Low-E4 with Grilles 0.31 0.30 0.51 ��, �� HP Low-E4 Tempered 0.50 0.36 0.62 ��;�� Tilt-Wash � �� HP Low-E4 Sun ��0.31 0.20 0.32 �j.'�� ' HP Low-E4Tempered Lami. 0.50 0.36 0.60 ��:�� Picture Window -�- � - HP Low-E4 Sun Tempered 0.50 0.23 0.34 ��e� � (47„x 59„) _ ._HP Low-E4 Sun with Grilles 0.32 0.18 0.26 ��. .�� Venting Roaf Window - HP Low-E4 SmartSun 0.29 0.22 0.51 �;.'�� (47"a 47") uP Low-E4 SunTempered lami. 0.50 022 0.33 ��.:;�� HP Low-E4 SmartSun w/Grilles 0.31 0.20 0.46 �-�"'0� �-"Low-E4 SmartSunTempered 0.49 024 0.56 �� HP Low-E4 SmartSun 0.50 0.24 0.54 �5�L�� . HP Low-E4 026 0.32 0.55 �i.;�� Tempered Lami. HP Law-E4 with Grilles 028 029 0.49 �`':..i�� HP Low-E4 Tempered 0.50 0.37 0.63 �F�� Tilt�Wash NP Low-E4 Sun 027 019 0.31 ��:'�� NP Low-E4 Tempered Lami. 0.50 036 0.62 �R;�0� ��Transom Window (Za„x�9„) HP Low-E4 Sun with Grilles 0.28 018 027 �G:�;�� Stationary HP Low-E4 Sun Tempered 0.50 0.23 0.35 ��j��'�� HP Low-E4 SmartSun 0.26 0.21 0.49 ��.`;�� Roof Window ��,P Low-E4 SunTempered Lami. 0.50 023 0.34 ��j�� HP Low-E4 SmartSun w/Grilles 0.27 0.19 0.44 ��2.�� (47"x 47") ��,_,�I.ow-E4 SmartSun Tempered 0.49 0.25 0.57 ��;��■� HP Low-E4 0.31 0.29 0.50 �-�s:,�� HP Low-E4 SmartSun 0.49 0.24 0.56 �c:.�� HP low-E4 with Gtltles 032 0.26 0.44 ��i.�.,;�� Tempered Lami. Gliding Windaw E � _. HP Low-E4 0.30 0.27 0.45 ��3 0� HP Low-E4 Sun 0.31 0.18 027 � ._�� (59"x 47") HP Low-E4 Sun with Grilles 0.32 0.P 024 ��_�� .__ HP Low-E4 with Grilles 0.31 023 0.39 ��:,'�� . Frenchwaad� HP Low-E4 Sun 0.31 0.16 0.25 �� HP Low-E4 SmartSun 0.30 020 0.45 �`r:-s�� Gliding Patia Door �-- HP Low-E4 SmartSun w/Grilles 0.31 0.18 0.40 �?_'�� lg��X 79��) HP Low-E4 Sun with Grilles 0.32 014 022 �� HP Low-E4 028 034 0.59 �i:�1�� HP Low-E4 SmartSun 0.30 0.18 0.41 �t_;�� - �s -P Low-E4 SmartSun w/Grilles 0.31 0.16 0.35 ��-,�� HP Low-E4 with Grilles 029 0.31 0.53 ��,�i�� Elliptical Window HP Low-E4 Sun 0.28 021 0.33 �r;�� HP Low-E4 0.31 024 0.41 � 'B� (47"x 59") HP Law-E4 Sun with Gnlles 0.30 0.19 029 � -f�� HP Low-E4 with Grilles 0.31 0.21 0.35 � ;�� .. Frenchwoad'�Hinged HP Low-E4 Sun 0.31 0.15 0.23 �_;�� HP Low-E4 SmartSun 027 0.23 0.53 �:`�� patio Door-Inswing HP Low-E4 SmartSun w/Gnlles 0.29 0.20 0.48 �;��.5 0� (gg��x 7g��) HP Low-E4 Sun with Grilles 0.32 0.13 0.19 ��; .[63� ' HP Low-E4 027 0.34 0.60 �L..,�� hP Low-E4 SmartSun 0.30 016 0.37 ��.-�� HP Low-E4 with Grilles 028 0.31 0.53 ��:{:,�� '�ip Low-E4 SmartSun w/Grilles 0.31 0.14 0.31 �: _�� Circle Top HP Low-E4 Sun 027 021 0.33 �t'�� HP Low-E4 0.31 0.25 0.41 ��. '�� Casement Window ---- ' HP Low-E4 with Grilles 0.32 0.21 0.35 �.�..�� HP Low-E4 Sun wiffi Grilles 0.29 0.19 0.30 ��,�:0,�� (47"x 59") -. FrenchwoodT Hinged HP Low-E4 SmartSun 0.26 0.23 0.54 ��_;.�� HP Low-E4 Sun 0.31 0.15 0.23 �'�,,� Patio Door�Outswing �. HP Low-E4 SmartSun w/Grilles 0.28 0.21 0.48 ..' �,.:�� (39��%7g��) HP Low-E4 Sun with Grilles 0.32 0.13 019 ��. ��.�� HP Low-E4 027 0.34 0.60 ��;:i�� HP Low-E4 SmartSun 0.30 0.17 0.37 �I:'.�� HP Law-E4 with Grilles 028 0.31 0.53 �;".�� IIP Low-E4 SmartSun w/Grilles 0.31 0.15 0.31 ��..'�� - i � HP Law-E4 0.31 0.22 0.37 � �.�� Circle/Oval Window ; HP Low-E4 Sun 027 021 0.33 �i�n�� . (47"x 59") � HP Low-E4 Sun with Grilles 0.29 019 0.30 � .�� . HP Low-E4 with Grilles 0.32 0.20 0.33 � `['�� ' HP Low-E4 SmartSun 0.26 0.23 0.54 �' 'e� Frenchwood�Patio HP Low-E4 Sun 0.32 0.14 0.21 �...�� Doar Sidelight HP Low-E4 Sun with Grilles 0.32 0.13 018 �� :�a� HP Low-E4 SmartSun w/Grilles 028 �0.21 0.48 ��..0� (24"x 79") -_ HP Low-E4 0.28 0.33 0.58 �;�.-;�� HP Low-E4 SmartSun 0.31 015 0.33 ' ��. �.�� HP Low-E4 wi[h Grilles 0.30 0.30 0.52 �'�_.:0� ��P Low-E4 SmartSun w/Grilles 0.32 0.14 029 �i :�� Arch Wlndow I HP Low-E4 Sun 029 0.20 0.31 � ,�� _ HP Low-E4 0.30 0.24 0.40 � .�� (47"z 59") �i HP Low-E4 Sun with Grilles 0.30 0.18 0.28 �,.�.�� _ _ HP�ow-E4 with Grilles 0.30 0.21 0.35 �i.�.�� Frenchwood� HP Low-E4 Sun 0.30 015 0.22 �:�.0� I HP Low-E4 SmartSun 028 0.23 0.52 �'�.,�� patio�oor Transom �-- � '� � HP Low-E4 SmartSun w/Grilles 0.29 0.21 0.46 ��:::.�� (�g��%pq��) _ _HP Low-E4 Sun with Gnlles 0.31 013 0.20 �Fn.�� -- HP Low-E4 SmartSun 0.29 0.16 0.36 �`�;�� ForNFRCcertifiedto�alunitpedormanceonunitswithcapillarybreather 3VisihleTransmittance(Vqmeasureshowmuchllghtcomeslhmugha HPLow-E4Smart$unw/Gnlles 0.30 0.14 0.32 ��;�� tuhes,pleasevisitandersenwindaws.com. D��dudlglassandiramel.Thehigherthevalue,fmmOtal,Uemare -- 'High-Pedormance"�ow-E4°'(NP Low-E41,"High-Pedormance" daylighi lhe pmtluct lets in over ihe pmducPs totai unit area.Visi6le Low-E4°SmadSun"'(NP Low-E4 SmadSun)and"High-Pedormance'" Bansmittance is measured over the 380 to 160 nanometer pation af Low-E4°Sun"(HPLow-E4SuNareMdersentrademarksfor"Low-E'glass. thesolars0�tmm. 1 U-Factw detnesthe amount of heat lo:s through ihe total unit in NFRC ratings are ba�ed on modeling by a third paAy agenry asvalidated by BTU/hrsq.ft?°EThelowerthevalue,thelessheatislostihmugh anindependenttestlabincompliancewithNFRCprogramandD��edural theentireproduct.Wlndowvaluesrepresentnon-femperedglass.Useof �9uiremenis. temperedglasscanincreasell-Factorratings.5eeandersenwindowscom ThisdataisaccuraleasofNovem�er4,2008.Duetoangoingpmduct � forspecificpedormancevaiues.Doorvaluesrepresenitemperedglass. changes,updatedtutresWte,ornewlndustrystandardsorrequiremen�s, 2SolarHeatGainCceHicient(SHGCldetinesihefractiona(salar thisdatamaychangeovertime.Ratingsarefoisizesspecified6yNFRC �, ratliation admitted lhmugh ihe glass hoth directlytransmifled and for�es�ing and cetlifcation.Ra�ings may vary depending on use o� , ahsor6edandsu6sequen�tyreleasedinward.Thelowerthevalue, temperedglass,differentgrilleoDfions,glassforhighal�ltudes,elc- e� � the less heat is transmitled thmugh Ihe pmduc[. �� a�i E ca c`C ed �a i �.-� u 253 e e �a � , PRODUCT PERFORMANCE � Andersen�Windows-Total Unit Recycled Content Percentages I Product Type ,�(NFRC$iZe) GlassType U-Factor' SHGC' V�' m NFRC Rated %pre-consumer i Andersen�Architectural Windows&�Doois T ��n� �,� L'lindow Size recycle content' �� HP Low-E41 0.32 028 0.47 �"�:i�� Andersena 400 Series Producls � HP Low-E4 with Grilles 0.32 0.25 0.42 �;,�;�� --- �-- � ��` � !`Casement Window _ HP Low-E4 Sun 0.32 0.17 0.26 �,['�� Casement Windaws 24"x 48" 4% j (24'/n"x 48") HP Low-E4 Sun with Grilles 0.32 0.16 023 �� pWning Windows 48"x 24" 4% HP Low-E4 SmartSun 0.31 0.18 0.42 �� j HP Low-E4 SmartSun w/Grilles 0.31 0.17 0.38 �;�� Waodwright'Double-Hung Windows 36"x 60" 13% � HP Low-E4 0.32 0.28 0.47 �� Waadwrightm Double-Hung Insert Windows 36"x 60" 14% . '� HP Low-E4 with Grilles 0.32 0.25 OA2 �ft�� '�French Casement � HP Low-E4 Sun 0.32 0.17 026 Tilt-Wash Douhle-Hung Windows 36"z 60" 6% Window - -� �":`■� (56'/:"x 71 Ye") _ HP low-E4 Sun with Grilles 0.32 016 0.23 �;:-:;�� Gliding Windows 60"x 36" 4% HP Low-E4 SmartSun 0.31 0.18 0.42 �;�_;�� HP Low-E4 SmartSun w/Grilles 0.31 0.17 0.38 �� Roof Windows 48"x 48" 6% ' � HP Low-E4 0.31 0.27 0.47 �P::�� Skylight Windows 48"x 48" 7% � HF Low-E4 with Grilles 0.31 025 0.42 �f�?�� Awning Window �' HP Low-E4 Sun 0.32 0.17 0.26 �`;,-;�� Specialty Windows-All(based on Flexiframem) 48"x 48" 8% (4g"x z4 i�a�) � HP Low-E4 Sun with Grilles 0.32 0.16 0.23 �.:�� Frenchwoodm Gliding Patio Doors 7Y x 82" 4% HP Low-E4 SmartSun 0.31 0.18 0.42 ��--,�� I HP Low-E4 SmartSun w/Grilles 0.31 0.17 0.38 ��_:�� I Frenchwoodm Hinged Patio Doors-Inswing 38"x 82" 4% HP Low-E4 0.31 0.32 0.55 ��. ,�� FrenchwooQ�Ninged Patio Doors-Outswing 3S`x 82" 3% � HP Low-E4 with Grilles 0.31 0.29 0.49 � .,�� -- --._-_ Casement/Awning '- HP Low-E4 Sun 0.31 0.20 0.31 �� '.�� AndersenT 200 Series Products `. I PictureWindow - ��_�� HP Low-E4 Sun with Grilles 031 0.18 0.28 �:.�j�� ,I (up to 17 Sq.Ft.) .. Casement Windows 9�1"x:F" 4% � � HP Low-E4 SmartSun 0.31 021 0.50 �',:,'i s� . _--_ _.. -_- � ---._---- � HP Low-E4 SmartSun w/Grilles 0.31 0.19 0.44 �_;;;�� Awning Windows 48"x 24" 4% � HP Low-E4 0.30 0.37 0.64 �;.��.'�� TiIFWash Double-Hung Windows 3fi"z 60" 4% � HP Low-E4 with Grilles 0.30 0.33 0.57 � �',�� Speclalty Window ' HP Low-E4 Sun 0.31 0.22 0.36 ��;.�-�� Nartoline°Double-Hung Windows 36"x 60" 5% _ (up to ll Sq.Ft.) �. HP Low-E4 Sun with Grilles 0.31 0.20 0.32 �;�.:;;O� Gliding Windows 60"x 36" 5% ' HP Low-E4 SmartSun 0.30 0.24 0.58 �i'.i9�,� � . HP Low-E4 SmartSun w/Grilles 0.30 0.22 0.52 �f;.1�� Narroline°Gliding Patio Doors 72"x 82" 6% �� HP Low-E4 0.32 022 0.37 �i[.�� Perma�Shleld'Gllding Patlo Doars 72"x 82" 4% HP Low-E4 with Grilles 0.33 020 0.33 �¢;'a�� ___. ___ Hinged French � - HP Low-E4 Sun 0.33 0.14 0.21 ��"�� Hinged Patio Doors-Inswing 3S'x ST' 3% Door-Inswing - _.. - . --._ ___--___ (37'/e"x 92") �� HP Low-E4 Sun wi[h Grilles 0.34 0.13 0 18 ��.,:�� pndersena Architecturol Windows&Doo '�"- � � ' HPLow-E4SmartSun 0.32 0.15 033 ��■ _. ____.___ :�e �_^ � '��. �. HP Low-E4 SmartSun w/Gnlles 0.33 014 0.30 �[-;;�� Casement Windows ?4"x 4H�� 3% -- �--- -- �--�- . _ HP Low-E4 032 0.22 0.37 �;�-a�� Monumental Double-Hung Windows '* '* HP Low-E4 with Grilles 0.33 0.20 0.33 �� _ Hinged French � HP Low-E4 Sun 0.32 0.14 0.21 Uom-Outswing ;- �� Specialty Windows(Rectangular fized units) 48"x 48" 7% (37'/e"x 82") ' HP Low-E4 Sun with Grilles 0.33 013 0.18 �� prchitecturai Dooro 38"x 82" �� 3% �� HP Low-E4 SmartSun 0.32 015 0.33 �°,�� HP Low-E4 SmartSun w/Grilles 0.35 014 0.30 ��'7�� Commercial Entry Doors •* '* ''� HP Low-E4 0.35 0.15 0.24 �a:`'�� *yerified by Scientific Cedification Systems(SCS)to meet IS014021 standartls;based on NFRC sizing. Flxed French ! HP Low-E4 with Grilles 0.35 0.16 0.25 ��??�� **Data not available at time of printing.Go to andersenwindows.com for up-to-date information. Inswing Door& � HP Low-E4 Sun 0.35 0.10 0.14 �;�:�_!�� ' Sidelight � HP Low-E4 Sun with Grilles 0.35 0.10 014 �;_�,�0� (37'/e"z 82") ' HP Low-E4 SmartSun 0.35 0.11 0.22 �;-.��°•�� '�: HP Low-E4 SmartSun w/Grilles 0.35 0.10 0.20 ��'�� ,, ' ,' ',, I ' ' ' HP Low-E4 0.34 0.15 0.18 ��.-;�� • Flzed French HP Low-E4 with Grilles 0.34 0.16 0.25 �.��;�� , � . Outswing Door& HP Low-E4 Sun 0.34 0.10 0.14 �,.j�� Sidelight HP Low-E4 Sun with Grilles 0.34 0.10 014 ��-..1�� (37'/e"x 82") --- � HPLow-E4SmaRSun o.aa o.io ozz ■ `�■■ � . � Northem HP Low-E4 SmartSun w/Grilles 0.34 0.10 0 21 � ;�� -� �- � � . Mostly Heating HP lnw-E4 0.32 022 0 37 �y�� j� � HP Low-E4 wi[h Grilles 0.33 020 0 33 �[�� ' �, r -� � \ � � ❑ North/Central Commerclal -�-� � �� -� ---- � �. � Heating&Cooling HG Low-E4 Sun 0.32 0.14 0.21 -' � ti�-�` Outswing Door -- . � I HP Low-E4 Sun with Grilles 0.33 0.13 0.18 C` � � South/Central �s�s/a°,ez�� _ ■c'�■■ HPLow-E4SmartSun 0.32 015 0.33 �>;]�� 1 ��- - - Cooling&Heating _ HP Low-E4 SmartSun w/Grilles 035 0.14 0.30 �� \� t - `; f � -��`�r ,_��-J - � � Southem fufinC � �Ctu;alunlipzdannanceonunitswithcapillarybreather 3Visihleiransmittance(Vllmeasureshowmuchllghtcomesthmugha � � tubespleasevisitandersenwindows.com. product(glassandframel-Thehigherthevalue,fromOtol,themore �1, .- • MostlyCooling 'HighPedarmance Low-E4°"1HPLmv-EA),'High-Perfarmance" dayllghttheproductletslnoverihapmducfs�o[alunitarea.Visihle _�.� " � ` " � Low-E4°SmadSun""�NPLow-E4SmadSunland'Nigh-PeAamance" Transmittanceismeamredoverthe380to76onanometer0odionaf , l �=ro Alternative Low-E4�°Sud(HPlow-E4Sun)areMdersentrademarXsfor'Low-E"glass. thesolarspectmm. � Criteria Allowed 1 U-Facbrdefinestheamountofheatlossihmughthetotalunitin NFRCratingsarebasedonmodeling6yathirdpartyagencyasvalidatedby BNPorsq.ft?°FThelmverthevalue,thelesshea�islosithmugh anindependenttestla6incomDliancewithNFRCD�ogramandprocedural theentirepmdud.Windowraluesrepresentnon-temperedglass.Oseof requirements. tempered glass can increase U-Factor ratings.See andersenwindows com This data is accurate as oi November 4,2008.Due to ongoing pmduct � forspecifcperformancevalues.Doorvaluesrepcesenitemperedglast c�anges,upda�edtestresults,ornewindustrystandardsorrequirements, 25olarHeatGainCceflicientlSNGC)definesthefractionofsolar thisdatamaychangeovertime.RatingsareforxizesspecifiedbyNFRC radiationadmittedMmughiheglassbothtlirectlytransmittedand fortestingandcertifcation.Ratingsmayvarydependingonuseof abmr6etl and subseQuently released inward.The lowerthe value, lempered glass,difterent grille options,glass tor high altitudes,etc. Ihe Iess heat is transmi�ted thmugh the pmduct. 254 ' �� 2011 MASTE R D RAWI NGS SCOPE OF WORK: THESE CAST-IN-PLACE (C.I.P.)CONCRETE FOUNDATION WALL MASTER DRAWINGS ARE PREPARED AND CERTIFIED BY ULTEIG ENGINEERS IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE (IRC),AS WELL AS THOSE OF THE MINNESOTA AND WISCONSIN STATE BUILDING CODES. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR,THE GENERAL CONTRACTOR,AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31,2011. DRAWING INDEX: SCOPE, INDEX,&CERTIFICATION S1 USE GUIDELINES AND MATERIALS S2 GENERALNOTES S3 STEP FOOTING DETAIL S4 WALKOUT WALL DETAIL S5 LOOKOUT/KNEE WALL DETAIL S6 EXTERIOR LOW GRADE FOUNDATION DETAIL S7 BASEMENT WALL DETAIL S8 BASEMENT WALL VERTICAL REINFORCING TABLE S9 BRICK LEDGE DETAILS S10 FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S11 BASEMENT WALL ANCHOR SPACING TABLE S12 NON-BEARING WALL JOIST BLOCKING DETAIL S13 NON-BEARING WALL TRUSS BLOCKING DETAIL S14 WINDOW WELL DETAIL S15 STOOP DETAIL S16 `�.511111ltt// p epab dcbylme oatundeplmy dPectfsuperv�on a�nd hat I `��`�SE.'•�NS'��i� am a duly Licensed Professional Engineer under the .` ��' � �'•� �i laws of the States of Minnesota&Wisconsin. ��•'. .TREV �:*% Print Name: TREVOR AXNER � '"` R � � � — r � � _ � � MINN OLS :�� 'Q Signed: � %7��•, � � Date: 01-01-11 MN Licens \Number: 45470 /��i��s,fO. ,`�G��` � WI License Number: 40353 ��l��1�� I I _ � - � Rev Date 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS SCOPE, INDEX,&CERTIFICATION CLIENT INFORMATION: =� CHARLES CUDD DE NOVO City: State: zip: 15050 23RD AVENUE NORTH 5201 EastSule308 Project Number: 10.02628 Minneapolis,MN 55421 PLYMOUTH, MN 55447 � � Tene3-s�,-2soo Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-11 Fax,63-5„-„68 Sheet: 1 of 16 �.��,e1s.��m OO COPYRIGHT ULTEIG ENGINEERS INC.2011 ' DRAWING USE GUIDELINES AND LIMITATIONS: THE CONTRACTOR IN THE TITLE BLOCK BELOW IS LICENSED BY ULTEIG TO USE THIS PACKET WITHIN THE LIMITATIONS NOTED FOR PROJECTS IN WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS.A COPY OF THIS PACKET AND A LIST OF THE CURRENT AUTHORIZED CONTRACTORS IS AVAILABLE AT WWW.ULTEIG.COM. THE PACKET IS TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTION. THE FOLLOWING LIMITATIONS APPLY TO THESE DRAWINGS: 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT(CLEAR HEIGHT IS FROM TOP OF SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT) 2. OVERALL BUILDING HEIGHT NOT EXCEEDING TWO STORIES PLUS THE BASEMENT 3. OVERALL BUILDING BASEMENT WIDTH NOT EXCEEDING 60 FEET 4. STRUCTURES OF WOOD FLOOR,ROOF,AND WALL CONSTRUCTION ONLY 5. EXTERIOR GRADE SLOPING DOWNWARD AWAY FROM THE FOUNDATION WALLS SPECIAL CONSIDERATION AND SITE SPECIFIC DESIGN IS REQUIRED FOR CONDITIONS BEYOND THESE LIMITS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT,HIGH-EARLY STRENGTH CONCRETE,ANDIOR ACCELERATOR IS RECOMMENDED AT TEMPERATURES LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER-REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY IS OF CONCERN. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED,BUT IS TO BE FREE OF FROST,SNOW,AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24"OF WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. THESE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS ONLY. RESPONSIBILITY OF ACHIEVING ADEQUATE FINAL IN-PLACE CONDITION IS BY THE CONTRACTOR. MATERIALS: CONCRETE: MIX TO BE DESIGNED AND PROPORTIONED BY THE CONCRETE SUPPLIER F'c=3,000 PSI MIN AT 28 DAYS STEEL: #4 BARS-Fy=40 KSI(ASTM A615) #5 BARS&GREATER-Fy=60 KSI(ASTM A615) SOIL BEARING: 1500 PSF MIN EQUIVALENT REBAR TABLE FOR BUNDLED HORIZONTAL BARS (2)#4=(1)#6 (3)#4=(2)#5 (3)#5=(2)#6 Rev Date 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS DRAWING LIMITATIONS AND MATERIALS CLIENT INFORMATION: • _� CHARLES CUDD DE NOVO City: State: Zip: 5201 East River Rd 15050 23RD AVENUE NORTH Suite308 PLYMOUTH, MN 55447 ProjectNumber: 10.02628 ^� "^'�"TP�63sN,5�o0 Drawing Date: 01-01-11 � Fax763-571-1168 Phone: 612-333-8020 Fax: 612-335-5071 Sheet: 2of 16 V �.��e�9.�om OO COPYRIGHT ULTEIG ENGINEERS INC.2011 � GENERAL NOTES: 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2250 PSI. IN ADDITION,DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT BOTH THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR,UNLESS NOTED OTHERWISE. 2. STRIP FOOTINGS MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1y"DEEP BY�"WIDE BY CONTINUOUS KEYWAYS,LOCATED ANYWHERE WITHIN THE WALL WIDTH,MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2". A MINIMUM OF 2"OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWNWARD AWAY FROM THE STRUCTURE A MINIMUM OF 6"WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINS OR SWALES ARE PROVIDED. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE,WATER-PROOFING,CONTROL JOINTS,FLASHING,AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR,UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS,UNLESS NOTED OTHERWISE.OVERALL WALL THICKNESS MAY VARY BY UP T01/2"FROM THAT SHOWN. 9. REINFORCING PLACEMENT TOLERANCE IS 1/2". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTNS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10. PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL WIDTH AS LONG AS A MINIMUM OF 2"OF CLEAR COVER IS PROVIDED. 11. REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12. DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5"INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13. THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14. SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4" T012"OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS.TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. 15. SILL PLATES ARE NOT REQUIRED TO BE TREATED IN ACCORDANCE WITH IRC SECTION R319.1 ITEM 2 PROVIDED GRADE IS 8"FROM WOOD MATERIALS. ANCHOR BOLTS 1/2"OR LARGER IN DIAMETER ARE NOT REQUIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH IRC SECTION R319.3 EXCEPTION 1. CENTER BOLTS ON PLATE. 16. ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 17. FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS. 18. CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS,AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS, AS REQUIRED BASED ON PLACEMENT CONDITIONS,TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING. Rev �ate 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS GENERALNOTES CLIENT INFORMATION: � CHARLES CUDD DE NOVO City: State: zip: 15050 23RD AVENUE NORTH 5201 EastSuter308 PLYMOUTH, MN 55447 Project Number: 10.02628 ^^ ""'��Te 7635N152500 Drawing Date: 01-01-11 { FaY763-577-1168 Phone: 612-333-8020 Fax: 612-335-5071 Sheet: 3of 16 Jv �uww.ulteig.com OO COPYRIGHT ULTEIG ENGINEERS INC.2011 36" MIN FULL HEIGHT GARAGE FROST —— � WALL LOOKOUT I I ' WALL I I I '"- ;" '� 1 � — — — i - - - f 1 � REAR FROST WALLI � � bTYP � 1 � STEP 2 x STEP ELEVATION STEP SPACING REQUIREMENTS MAX LOAD 6"MIN THICK CONCRETE 2000 PLF FOUNDATION, SEE OTHER OR 10,000 LBS (2)#4 HORIZONTAL BARS BOTH TOP& SHEETS FOR MORE INFO BOTTOM EXTENDED AT LEAST 24" OPTIONAL CONTROL JOINT BEYOND EACH END OF STEP m AT EACH END OF STEP � HORIZ. BARS z } TOP& BOTTOM � � Z SEE DETAIL A N � m � �d a HIGH FOOTING MAY BE � ��-- ` – EQ. EQ. EXTENDED PROVIDED BARS � DETAIL B ARE PLACED AS SHOWN � J 1 1 1 CONCRETE STRIP FOOTING ,' TYP a ` < STABLE BANK 72"MAX SPAN DETAIL A Rev �ate 2p11 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS STEP FOOTING DETAIL CLIENT INFORMATION: � CHARLES CUDD DE NOVO City: State: zip: 15050 23RD AVENUE NORTH 520,Easts�ie�soa Project Number: 10.02628 Mm�eaPorS,MN ssa2� PLYMOUTH, MN 55447 C� renes-s�,-zsoo Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-11 Fax763-571-1168 Sheet: 4 of 16 J www.ulteig.com OO COPYRIGHT ULTEIG ENGINEERS INC.2011 1/2"PJ ANCHOR BOLTS FRAMING BY OTHERS (7"MIN EMBED)@ 72"O.C. MAX OR EQUIVALENT METAL STRAP ANCHORS SILL PLATE (MIN WIDTH TO MATCH FRAME WALL) 16"MAX. (4"THICK STEM) 24"MAX. (6"THICK STEM) GRADE `O g SLAB-ON-GRADE 0 a �_— (I ��_�_�' � — � - ' e� o � �� III-�1�1=1II � � II, �_I-��,�� '�i_I I I . I; I I;, i� _, OPTIONAL STEM WALL , _ _ /SLAB LEDGE �� I I � ° (1)#4 x CONT HORIZONTAL MIN THICKNESS TO ° �,� B A R A T T O P O F W A L L MATCH SILL PLATE � ,a v , 6"MIN C.I.P. CONCRETE a FOUNDATION WALL 0 e --INSULATION BY OTHERS a (OPTIONAL AT GARAGES) #4 x 2'-0" DOWELS @ 72"O.G MAX ° (5"MIN EMBED) ° UNREINFORCED CONCRETE DOWELS ARE NOT STRIP FOOTING,SEE S8 REQUIRED IF BACKFILL IS PLACED EQUALLY � . a ON BOTH SIDES IN a a a ALTERNATING LIFTS NOT EXCEEDING 24" � a Rev oate 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS WALKOUT WALL DETAIL CLIENT INFORMATION: � CHARLES CUDD DE NOVO City: State: Zip: 15050 23RD AVENUE NORTH 5201 EastSul[er308 Project Number: 10.02628 M��eapors,MN ssazi PLYMOUTH, MN 55447 �� Tenss-s�,-zsoo Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-11 Fax763-571-7168 Sheet: 5 of 16 www.ulteig.com OO COPYRIGHT ULTEIG ENGINEERS INC.2011 1/2"Q1 ANCHOR BOLTS (7"MIN EMBED)Qa 72"O.C. MAX OR EQUIVALENT METAL STRAP ANCHORS FRAMING&SILL PLATE BY OTHERS z GRADE `D � (1)#4 x CONT HORIZONTAL a � BAR AT TOP OF WALL �� I I 1=1 I I—I I I � � ��= i��=-II1=1II-= a .. �I I -1 I I �I I I � i `��- �a _�� ;;� ' a . Q. d QX 6"MIN C.I.P. CONCRETE � � FOUNDATION WALL - 0 M a a a #4 x 2'-0" DOWELS(5"MIN EMBED) CENTERED IN WALL � SLAB-ON-GRADE @ 48"O.C. (SAND SOIL) ° OR @ 36"O.C. (SANDY/CLAY SOIL) a OR @ 24"O.C. (CLAY SOIL) ° DOWELS MUST BE WET SET OR ' a a DRILLED AND EPDXY GROUTED a. a I -- I ��,-I� - � . � �=;��=; ° a ° --� UNREINFORCED CONCRETE i ° a STRIP FOOTING,SEE S8 (18" MIN WIDTH FOR CLAY BACKFILL OR 16" MIN WIDTH IF 2'-6" MAX UNBALANCED BACKFILL) Rev �ate 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS LOOKOUT/KNEE WALL DETAIL CLIENT INFORMATION: =� CHARLES CUDD DE NOVO City: State: Zip: 15050 23RD AVENUE NORTH 520,Eas`s I'rter308 Project Number: 10.02628 Minneapolis,MN 55421 PLYMOUTH, MN 55447 �� Te1763-571-2500 Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-11 Faz763-577-1168 Sheet: 6 of 16 �.��e1s.��m OO COPYRIGHT ULTEIG ENGINEERS INC.2011 1/2"�3 ANCHOR BOLTS FRAMING BY OTHERS (7" MIN EMBED)@ 72"O.C. MAX SILL PLATE OR EQUIVALENT METAL (MIN WIDTH TO MATCH FRAME WALL) STRAPANCHOR (1)#4 x CONT HORIZONTAL OPTIONAL SLAB LEDGE BAR AT TOP OF WALL SLAB-ON-GRADE a . � d � . Q .. Q . �Q. w J � � —� �_ � � � �� '�.-� ,� #4 x 4'-0" HOOKS @ 24"O.C. BENT OR � -�,�',� � ( ��(i'� DRILLED AND EPDXY GROUTED o (�j ( 'i _ 3'-0„ 0 � � I �� Y O ° O _ GRADE O z #4 x CONT HORIZONTAL ��-_- • BARS @ 24"O.C.TYP ---'� I —�� i�� ° � � �a 8"MIN C.I.P. CONCRETE I� I�'.�II I II i I�I_I � FOUNDATION WALL � � �a�a � � I I_ OPTIONAL: �- a . 'I 2" RIGID INSULATION ON #4 x 2'-0" DOWELS @ ° INSIDE FACE& UNDER SLAB 72"O.C.(5"MIN EMBED) FOR 24"MIN • d ° - a UNREINFORCED CONCRETE ,. a a STRIP FOOTING, SEE S8 a a � . a Rev Date 2p11 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS EXTERIOR UNBALANCED FOUNDATION DETAIL CLIENT INFORMATION: • =� CHARLES CUDD DE NOVO City: State: Zip: 15050 23RD AVENUE NORTH 5201 EastSuter308 Project Number: 10.02628 M��eaPorS,MN ssaz, PLYMOUTH, MN 55447 �� Te„63-5�,-2500 Drawing Date: 01-01-11 Fax763-571-1168 Phone: 612-333-8020 Fax: 612-335-5071 Sheet: 7of 16 www.ulteig.com OO COPYRIGHT ULTEIG ENGINEERS INC.2011 WOOD FLOOR SYSTEM BY OTHERS 2x6 MIN SILL PLATE FLOOR TO SILL CONNECTION SEE S11 _ a _ z � ANCHOR BOLTS GRADE � � � SEE S12 d �—�11 I�'�-1��1 a. � . = ' ��'� �'I-1 I 1-=� � I((--)(I a . 8" MIN C.I.P. CONCRETE � � ��.�III FOUNDATION WALL ;!--= ad °i SEE S9 FOR `I j a . VERTICAL REBAR � _ a a = �, � � w CLEAR HEIGHT 8'-0"OR LESS: a w � (2)#4 x CONT HORIZONTAL BARS J w CLEAR HEIGHT OVER 8'-0" J J (3)#4 x CONT HORIZONTAL BARS � V Y U o a Q 1%"CLEAR m d #4 x 2'-0" DOWELS�a a 72"O.C. MAX (5" MIN EMBED) a ' � ; SLAB-ON-GRADE a a a • a d p _ �.__ - ( .__i p�- .. . a� . `�I� �I 'a � 4 ..(I.. . O: . Q . ' _(� . i Q C UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER,ALTERNATIVELY STRIP FOOTING SIZES * USE TABLE AT LEFT �'� ONE-STORY TWO-STORY STRUCTURE STRUCTURE 2000 PSF SOIL 16"WIDE x 8"THICK 20"WIDE x 8"THICK 1500 PSF SOIL 20"WIDE x 8"THICK 26"WIDE x 8"THICK *BASED ON 25'-0" FLOOR&50'-0" ROOF SPANS Rev Date 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS BASEMENT WALL DETAIL CLIENT INFORMATION: • _� CHARLES CUDD DE NOVO City: State: zip: 15050 23RD AVENUE NORTH 5201 EastSuter308 PLYMOUTH MN 55447 Project Number: 10.02628 M��eapous,nnNssaz� e Tel 763-571-2500 Drawing Date: 01-01-11 Fax�ss-s�i-iisa Phone: 612-333-8020 Fax: 612-335-5071 Sheet: 8of 16 �.��,e�s.�om cO COPYRIGHT ULTEIG ENGINEERS INC.2011 w w w w w w w w w w w N Z Z Z Z Z Z Z Z Z Z Z O O O O O O O O O O O � � T z z z z z z z z z z z �` w ,i z � Y W W W W W W W W W U - Z Z Z Z Z Z it v Z Z Z O 2 � O O O O O O N N O O O � � F- T z z z z z z * z z z a } J O J O ¢ O v � - u-� - - - w - - - W �„� - �o z i� i� in z 'v 'v io io z ap M � M M c*'� Q N N M M Q �� Z Z * Z V LL � w w w w w w w w w w w 3 W � N z z z z z z z z z z z o � r O O O O O O O O O O O � �u � d � � z z z z z z z z z z z w o � 0 J � a w � � Q z � � � J � v - z z z z z z � w w w w „ _ J } 2 � O O O O O O `k�' O O O O � � N _ � a �- T z z z z z z z z z z Q � � J m � �n V � Q w W � i W � o � w w _ _ w w _ _ _ w w � J _ � aM Z - z z � iD z z io io iD z z m p i� J � W Q � O O M M Q Q M M M Q Q J (n � � Z Z * z z * Z Z Q Q w � w � U � � Q � J � � � w w w W W W w w w W W ~ Z O p � Z Z Z Z Z Z Z Z Z Z Z � O Q Q J � � r � � � 0 0 0 � � � � � W �... � � � � o � � z z z z z z z z z z z � = c� c� � � � C3W w � � T � w Z � z � cn Y w w w w w w w w w w w Z H �j � � C� ¢ a c� - z z z z z z z z z z z W (n Q z o = � O O O O O O O O O O O J � � N a w � J T z z z z z z z z z z z a = *� *� " � Q ¢ Q > � n u u � � w w w w w w _ _ w w w � a z z z z z z � � z z z (� � N � m � O O O O O O ;'� ;'� O O O W � � T Q � � ," V � �; u u � _ - - � C� � � � N M W 2 (n - J - - J - - J � � > J w V � a' O O � � O O O � � � � � W I� Q 00 00 I� Q � � CO (� � � p Y " O O O � U f� <O CO � �cn W ¢ m �O � � O Q O � � � _ � II \.� � �;,�: V L.L � � = W O O � � � � W co rn � LLI w Q u� z 0 J v � Z C-) ii u Rev Date 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS BASEMENT VERTICAL REINFORCING TABLE CLIENT INFORMATION: � CHARLES CUDD DE NOVO City: State: zip: 15050 23RD AVENUE NORTH 5201 EastSuter306 Project Number: 10.02628 M��eaPous,MNssazi PLYMOUTH, MN 55447 �� Te1763-571-2500 Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-11 Fax763-571-7168 Sheet: 9 of 16 www.ulteig.com OO COPYRIGHT ULTEIG ENGINEERS INC.2011 NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0"OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. FRAMING BY VENEER OR OTHERS SLAB-ON-GRADE WOOD FLOOR BY OTHERS SYSTEM BY VENEER OR OTHERS SLAB-ON-GRADE BY OTHERS FRAMING BY OTHERS GRADE _ z 16" HIGH MAX GRADE _ z `O � e x 6" THICK MIN CO � ,�� (� �� STEM '��-,III, ;� 16" HIGH MAX x 4" ��' a -'�' a THICK MIN STEM FOUNDATION a a FOUNDATION WALL e ° THICKNESS TO WALL SEE SS SEE S5 OR S6 MATCH SILL PLATE DETAIL @ HIGH GRADE DETAIL � LOOKOUT SIM @ NON-BEARING SIM @ FROST WALL FRAMING BY OTHERS WOOD FLOOR SYSTEM BY VENEER OR OTHERS SLAB-ON-GRADE VENEER OR FRAMING BY SLAB-ON-GRADE BY OTHERS OTHERS BY OTHERS SLAB-ON-GRADE 6" MIN THICK STEM Q � _I!-� i--.. � IF WALL IS - GRADE UNREINFORCED GRADE � a 6" MIN THICK PROVIDE#4 M STEM � DOWELS @ 36"O.C. ,,,-- � i- 1, �(i�=-o Q i . EMBEDDED 24" �)I I_ (I I ��I� (I� a � '� - I(� �-: INTO LOW WALL '�� (I I=I I - - #4 DOWELS @ _ � �-��—�� 36"O.C. I� =_I_ FOUNDATION , �° �I I a - EMBEDDED 24" WALL SEE S8 �(_� d ,� FOUNDATION "�I I a INTO LOW WALL 1y"CLEAR WALL SEE S7 (CENTER IN a4 � STEM) a 8 ` < DETAIL �a LOW GRADE DETAIL Qa FROST WALLS SIM @ NON-BEARING w/LOW GRADE Rev Date 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS BRICK LEDGE DETAILS CLIENT INFORMATION: • � CHARLES CUDD DE NOVO City: State: Zip: 15050 23RD AVENUE NORTH 5207 Eas�Suter308 Project Number: 10.02628 Minneapolis,MN 55421 PLYMOUTH, MN 55447 � � O Te1763-57�-2500 Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-11 Fax763-571-1168 Sheet: 100f 16 www.u�teig.com OO COPYRIGHT ULTEIG ENGINEERS INC.2011 FLOOR SYSTEM TYPE, SIZE,& SPACING BY OTHERS y"PJ ANCHOR BOLT(7"MIN EMBED) w/NUT&y"THICK x 2"QJ OR SQUARE WASHER OR METAL STRAP ANCHOR FLOOR TO SILL SEE S12 FOR SPACING CONNECTION AT EACH MEMBER RIM BOARD OR BRACING SEE TABLE BELOW BY OTHERS 2 x 6 MIN SILL PLATE WASHER TO BE COUNTERSUNK FLUSH w/TOP OF SILL _ Z d : � � FOUNDATION WALL < d GRADE SEE S8 � ii—� ^ °,< — � � � � , -i � a � �a a — � � � _ , , < TRUSS / JOIST CONNECTION FOR FULL HEIGHT WALLS**** CLEAR HEIGHT MEMBER BACKFILL TYPE (SEE S8) SPACING SAND SANDY CLAY CLAY (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) 16" A A B 8'-0" 19.2" A A B 24" A B C 16" A B C 9'-0" 19.2" A B D 24" A C D 16" A C D 10'-0" 19.2" A C D 24" B D D CONNECTION A (3)0.131"GJ x 3"TOP/TOE NAILS AT EACH MEMBER CONNECTION B (3)0.148"�x 3"TOPlTOE NAILS AT EACH MEMBER CONNECTION C SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER OR CONNECTION D AT EVERY OTHER MEMBER CONNECTION D SIMPSON FWANZ'OR SIMPSON U2.y OR SIMPSON U2.37/4 OR USP LJQ�� OR(2) SIMPSON A35's"'/(2) USP MPA1's"'AT EACH MEMBER * FWANZ MUST BE USED WITH MINIMUM 1y"OSB RIM AND LOCATED WITHIN 5"OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE PROVIDED. �� LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. _�* MEMBER MUST BE A MINIMUM OF 3"WIDE FOR PLACEMENT OF (2)SIMPSON A35's/(2) USP MPA1's. ""CONNECTIONS ARE CLASSIFIED A TO D,WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE. Rev Date 2p11 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS FLOOR BEARING DETAIL&CONNECTION TABLE CLIENT INFORMATION: • =� CHARLES CUDD DE NOVO City: State: Zip: 5201 East River Rd 15050 23RD AVENUE NORTH Suite308 PLYMOUTH, MN 55447 Project Number: 10.02628 S 11 MinnTe17635N152500 Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-11 Fax763-571-1168 Sheet: 11 of 16 �.��Q1s.��m OO COPYRIGHT ULTEIG ENGINEERS INC.2011 Y"� ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS * ALTERNATIVE TO TABLE R404.1 (2) CLEAR BACKFILL BACKFILL TYPE HEIGHT HEIGHT (SEE S8) (SEE S8) SAND SANDY CLAY CLAY (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) 7'-6�� 2�� 2�� 4fi�� 8'-0" 7�_0�� 2�� 2�� 6�� 6'-0"OR LESS 72" 72" 72" 8'-6,� �2�� 48�� 36�� 9'-0" 8'-0" 72" 60" 36" 7'-0"OR LESS 72" 72" 72" 9'-6" 72�� 36�� 24" 9'-0" 72�� 48�� 24�� 10'-0" 8'-0�� 2�� 2�� 48" 7'-0"OR LESS 72" 72" 72" *y"(d EPDXIED THREADED ROD w/6" EMBED MAY BE USED AT SPACING SHOWN ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS ** ALTERNATIVE TO TABLE R404.1 (2) CLEAR BACKFILL BACKFILL TYPE HEIGHT HEIGHT (SEE S8) (SEE S8) SAND SANDY CLAY CLAY (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) 7'-6" 60" 24�� 18�� 8'-0" 7'-0" 72" 36" 24" 6'-0"OR LESS 72" 72" 48" 8'-6" 36�� 24�� 18�� 9'-0., 8,_�„ 48„ 24,� �$„ 7'-0"OR LESS 72" 48" 24" 9'-6" 24�� 18" 12�� 9'-0�� 36�� 18�� 12�� 10'-0" 8'-0" 60" 24" 18" 7'-0"OR LESS 72" 60" 36" "APPLIES TO MAB 15/FA1, MAB23/FA2, MAS/FA3,y"fd EXPANSION BOLT w/6"EMBED,%"f� SELF-CUTTING ANCHOR BOLT w/4" EMBED,OR SIMPSON FWAZ ANCHOR Rev oate 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS BASEMENT WALL ANCHOR SPACING TABLE CLIENT INFORMATION: =� CHARLES CUDD DE NOVO City: State: zip: 15050 23RD AVENUE NORTH 5201 EastSuter308 Project Number: 10.02628 M��eaPoi�s,MN ssazi PLYMOUTH, MN 55447 S 12 Te1763-571-2500 Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-11 Fax763-571-1768 Sheet: 12 of 16 www.ulteig.com OO COPYRIGHT ULTEIG ENGINEERS INC.2011 O � � NOTES: ' { 1. MAIN LEVEL FLOOR SHEATHING TO BE 3/4" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131 fZS x 3"LONG NAILS � @ 6"O.C.AT PANEL EDGES&@ 12"O.C.AT PANEL INTERIOR SUPPORTS OR EQUIVALENT. _ � 2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT. � `D 3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE BLOCKING, DESIGNED FOR 1500 LB � LATERAL COMPRESSION LOAD. NAILING SHOWN IS TO BE USED AT MIN. � s � � _ � o p o 4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED, USE ADDITIONAL 2 x 4 SPACERS AS SHOWN IN o � � D m ? C 1 FIRST SPACE. � � 0 N � Z m Z � 5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" MIN. EDGE DISTANCE. z � cc.om � � aD � N = � (7T G� � � � W � � � � D Z � .cZi oozm � � � p (7 ocnZ � n � � _ 1 0 � C m � � n v � m � � SEE S12 FOR SPACING OF OPTIONAL OPEN SPACE AS Z � X � � � Z p � Z BLOCKING SYSTEM SHOWN SHOWN OR SHIFT FULL � � O � N n H E I G H T B L O C K I N G N = Z � � m FRAMING w � m BY OTHERS �, n NAIL SHEATHING TO BLOCKING/JOISTS 0.131 f7�x 3"LONG o � � 1 w/(12)ADDITIONAL 0.131 QJ x 3"LONG NAILS �� NAILS @ 6"O.C. I� STRUCTURAL RIM cn o � c� v� �� BOARD BY OTHERS m �.m� � m _ '—.— - ,---- -- - - - i ..... —�—� T..—� . v.-. � T—,- �. � n ' �� x; � �� TYPE D CONNECTOR @ `° z o / ~ ',� BLOCKING SEE S11 o c v �,j� j w � � ��` m a� m m � ,i� �� 2x6MIN �' -- - - SILL PLATE w �� `� r�� ' .� 0 o m f-Tr-- �;, o , ; FOUNDATION WALL SEE � � N I JOISTS BY OTHERS ', � �j OTHER SHEETS FOR � 1 � N P R O V I D E B L O C K I N G A S R E Q U I R E D T O o � �� ANCHORS&WALL INFO �/� � ACHIEVE NAILING SHOWN (MIN 2 SPACES). i � �a � GRADE �r � BLOCKING HEIGHT TO MATCH JOIST DEPTH& —� BE OF LUMBER, I-JOIST,OR OTHER C�� ,I�I-1='�-=--�---�___ MANUFACTURED MATERIAL. ATTACH I '�`' I�;-� BLOCKING TO JOISTS w/ TOE NAILS EACH END L�-� FOR STABILITY IF REQUIRED, PROVIDE 2 x 4 MIN SPACERS � UNTIL SPACES IN WHICH FULL HEIGHT � d-'� o BLOCKING CAN BE INSTALLED,TOE NAIL TO � w"m� w FLOOR MEMBERS FOR STABI�ITY w" ,�j�Z�D � �;NN�� 3 m o�m a (y � � NOTES: - � � 1. MAIN LEVEL FLOOR SHEATHING TO BE 3/4"PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131 PJ x 3"LONG NAILS � @ 6"O.C.AT PANEL EDGES&@ 12"O.C.AT PANEL INTERIOR SUPPORTS OR EQUIVALENT. = 0 2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT. -� m 3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBER � BLOCKING, SUCH AS I-JOISTS OR LVL, DESIGNED FOR 1500 LB LATERAL COMPRESSION LOAD. NAILING SHOWN IS TO BE USED m � � 1 n n z �1 n� AT MIN. z � � o � m � Z � 4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2 x 4 SPACERS AS SHOWN IN Z � FIRST SPACE. � '' � N � � D 0 � 5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3"MIN. EDGE DISTANCE. z � Ca.� m _ � nD � N 2 p C7 T L� � -� V' W � � � � yZ70 Szi ooZm � � � p (� 1 p � C p � � � _ � � m m � � n � OPTIONAL OPEN SPACE AS � v z � Z o� Z O BLOCKINGOSYSTEM S OWN SHOWN OR SHIFT FULL x � G p � Z HEIGHT BLOCKING orn -i � c> !/� (� FRAMING n� = z m NAIL SHEATHING TO BLOCKING/TRUSSES BY OTHERS � o m w/(12)ADDITIONAL 0.131 Q)x 3"LONG NAILS ; � ` 0.131 0 x 3" LONG c�n D � ti NAILS @ 6"O.C. o � � ; 1 e��,� - - - ��~ RIM TRUSS �� _ _ % _ _ %: BY OTHERS cn o � c� v� � s - - � j � � �. .�� m I TOP NAIL RIM TO SILL .. �� n � w/MINOF(6)0.131Q)x3" i ; o z o � LONG NAILS EACH SIDE OF � � z I , BLOCKING OR TYPE D � � N � I � ' ; CONNECTOR @ BLOCKING � � i � ` ( � SEE S11 I � i � ti� I � � ti 2x6MIN cn ----- ----- •� SILLPLATE w ` �� _ _. . 1 0 o m ' J FOUNDATION WALL SEE " � I l� OTHER SHEETS FOR � � N TRUSSES BY OTHERS � " � 1 � p i ANCHORS&WALL INFO N PROVIDE 2 x 4 MIN BLOCKING TOP& a �/� � BOTTOM OF TRUSSES AS REQUIRED Q ; GRADE V J TO ACHIEVE NAILING SHOWN (MIN 2 I p � �L SPACES). INSTALL w/TOE NAILS EACH I � I i�' — ,_,__ -- __. 1� END FOR STABILITY i �° - - y-�. _____�� ._ 3/4"PLYWOOD/OSB ONE SIDE OF IF REQUIRED, PROVIDE 2 x 4 MIN SPACERS � UNTIL SPACES IN WHICH FULL HEIGHT � BLOCKING w/(6) 0.131 0 x 3"LONG BLOCKWG CAN BE INSTALLED,TOE NAIL TO � "D � NAILS TOP& BOTTOM OR 1/2" �m��. w FLOOR MEMBERS FOR STABILITY =w�" y PLYWOOD/OSB EACH SIDE OF �°.J V Z`9 ' BLOCKING EACH w/(4) 0.131 C�3 x 3" � ��,�< °m`�'"� 1, LONG NAILS TOP& BOTTOM amo��a 1 ' 3'-0"EACH WAY MIN FLOOR SYSTEM BY OTHERS(DO NOT 5'-0" EACH WAY MAX PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF) GRADE (2)#4 HORIZONTAL BARS TOP � & BOTTOM OF LINTEL EXTEND z w � �WINDOW WELL .d. 24"MIN PAST OPENING EACH � U _� I� -'I I . . LADDER/ESCAPE - END(WOOD OR STEEL OPTION `_° p #4 HORIZONTAL BARS @ (�i I I- ; MEANS BY OTHERS� ,`�,. BY OTHERS) r U 12"O.C. CENTERED IN � WALL LAP AROUND CORNERS ~ Z AND HOOK INTO BASEMENT � w WALL EACH SIDE , .. p (ONLY(1)#4 AT TOP OF WALL BEYOND z WALL IF 8"OR THICKER) (1)#4 HORIZONTAL BAR � AT TOP OF WALL � ¢ 6"MIN C.I.P. �, � CONCRETE WALL �. o SLOPE - Z #4 VERTICAL BARS �- � � � , a EACH OUTSIDE a �-_ I ( � I�� i � � ��i=i i � �i,�_� , CORNER OF WELL , (� �i- '' 8"MW GI.P. �I ,� '�GRANULAR2 <; CONCRETE WALL x MATERIAL Q (SAND) PLACE (2)#4 VERTICAL � °.. � BARS FULL HEIGHT AND °D ONE ANCHOR w/IN 12"OF °' LOOKOUT WALL OPENING EACH END SEE S6 SLAB-ON-GRADE (1)#4 x 2'-0" DOWEL @ EACH OUTSIDE CORNER OF WELL(5"MIN EMBED) ` � ; . . ' . • UNREINFORCED CONCRETE STRIP FOOTING,SEE S8 12"WIDE x 8"THICK MIN STRIP FOOTING Rev Date 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS WINDOW WELL DETAIL CLIENT INFORMATION: � CHARLES CUDD DE NOVO City: State: zip: 15050 23RD AVENUE NORTH 5201 Eas�Suter308 Project Number: 10.02628 M��eaPors,MN ssaz, PLYMOUTH, MN 55447 C � � Tenss-s�,-zsoo Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-11 .l Fax763-571-1168 Sheet: 15 of 16 �/ www.ulteig.com OO COPYRIGHT ULTEIG ENGINEERS INC.2011 �. NOTES: 1. ADD CROSS WALLS OR BUTTRESSES IN STOOP AS REQUIRED IF OVERALL STOOP CENTER TO CENTER WIDTH EXCEEDS DIMENSIONS SHOWN. 2. STOOP WALLS REQUIRE MINIMUM 16"x 8"STRIP FOOTING. FLASHING&WOOD PROTECTION BY OTHERS STOOP SLAB FLOOR FRAMING BY OTHERS OR BLOCKING � 10'-6"@ 8"WALL � 13'-6"@ 10"WALL x a. a a a BASEMENT � —I ° aa � } � =II � � �" EXAMPLE CORNER — OR STRAIGHT WALL —I I I—I I I `. FLOOR �;�� OPTIONS TYP -I I I—I I I d • CONNECTION , r z SEE S11 &S12 , — � I—III—III � � � � � �I I I-I I I O �� '� � � _ � I i�I I ( I I I I I I I ° WAPLCONCRETE o 8"MIN C.I.P. —" i a� SEE EXAMPLE X CONCRETE WALL STOOP AREA a . PLANS FOR � SEE DETAIL S5 TYP. a. THICKNESS& 4 ' MAXIMUM WALL � � LENGTH EXAMPLE 'A' � SEE S8 FOR � REINFORCING 1 SECTION � 10'-6"@ 8"WALL � 10'-6"@ 8"WALL � S16 BASEMENT WALL @ STOOP 13'-6"@ 10"WALL 13'-6"@ 10"WALL � 10'-6"@ 8"WALL � 10'-6"@ 8"WALL � 13'-6"@ 10"WALL 13'-6"@ 10"WALL _ ��'�` � z � � J = _ J �r '� " � , .�;, �...w, I O � W c � �� ' O ��.�s�. _;��'��5�, ,? � M Z � � "� ih i � EXAMPLE 'B' � J � o � - � w c� _ ;. �°„""��,`� ��p� �� ,s, '��^-�,N�., EXAMPLE 'C' Rev Date 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS STOOP DETAIL CLIENT INFORMATION: • � CHARLES CUDD DE NOVO City: State: Zip: 15050 23RD AVENUE NORTH 5201 EastSuiter308 Project Number: 10.02628 Minneapolis,MN 55421 PLYMOUTH, MN 55447 � � � Tei763-571-2500 Drawing Date: 01-01-11 Fax763-571-1168 Phone: 612-333-8020 Fax: 612-335-5071 Sheet: 16of 16 www.uNeig.com OO COPYRIGHT ULTEIG ENGINEERS INC.2011 �' ' Memorandum � Bonestroo Project: 3215 Graham Hill Road 2335 Highway 36 W To: Darren Amundsen goulder Retaining Wall Date: 2-21-11 St.Paul,MN 55113 Te1651-636-4600 From: Gary Morien Client: City of Orono Fax 651-636-1311 www.bonestroo.com Re: 2011-00075 File No: 000139-11000-2 Review Summary: The retaining wall plan was prepared by an Engineer and the content appears appropriate to direct construction of boulder retaining walls at this site. Calculations for the wall design were not submitted for review. Plans should state the design complies with safety factor and building code requirements. Plans indicate wall design only addresses internal stability. External stability including but not limited to foundation settlement, global/slope stability is not addressed by the wall design Engineer. It is recommended the Owner review the proposed design with the Owners Engineer and determine whether or not external stability analysis is appropriate. The Owner/Contractor shall be aware of and follow the suggested general notes and quality assurance provisions noted on the wall design Engineer's plan. A site plan showing the wall layout relative to boundaries, buildings and other site features were provided. Wall layout, notes and details of construction were submitted. Plans indicate the design was prepared by a professional engineer and content appears to meet industry standards for this type of work. Detailed Review: At your request, we reviewed of the retaining wall submittal for the above referenced project for compliance with the code requirements and industry standards. The submitted information is as follows: Project Name: 3215 Graham Hill Road Wall Design Engineer: Robert Race, P.E. Developer: Unknown Plans Received: 1)Title sheet 2) Site plan 3)Typical wall section details Retaining Wall Calcs: No Calculations Date Received: City of Orono - February 17, 2011 Plan Date: February 16, 2011 These are privately owned retaining walls that will be installed at 3215 Graham Hill Road, Review notes include: • Plans were prepared by an Engineering Consultant and the plan content appears appropriate to direct retaining wall construction. • Design calculations for the wall were not provided. Calculations should indicate whether or not the design satisfies Minnesota State Building Code factor of safety requirements. Plans should state the design complies with code requirements. • Plans contain ��General Notes". We recommend the Owner and Contractor follow by these provisions to satisfy the wall designer's intent and quality assurance provisions. • A geotechnical report and recommendations were not provided. The wall designer assumed soil properties for the retained/foundation soil and bearing capacity. We recommend the Owner and Contractor follow qualiry assurance provisions for inspection and testing; and consider the need for external stability analysis by a Geotechnical Engineer, END Page 2 of 2 � ■ . Orono, Minnesota .�;�T� �� - ��,�,� . , ;. _ 1�� . � ,�v�iT �Atv r,:�VIE`',r .. Lt.-J:'Z_ .��^ . .<..._.--..� '�'•.:__�'�__�i::iii.iiT tvU. _ . . _.. �J'.�1i'r'r=�ub'E�h�S::•�•i<^iTi s�J .:�.�,,.."� .11,�{ii;'� r`1'tr"'_,":�^'S'��A1l� h!� 1`..�1: , ti1M.:�.....: r�.�i`Iv�.,':'.,�,�i�. ...':J .J��t�.. ..�.! General Notes: C! P"�T j;�, .'�'�'�=J-•-�`::'':~�-�;�� ._c'=�'.:�':ti1;., L ESIGN ASSUMPTIONS: , ,: ,_ . p T��ypa�r�rr;;�g �S 2�`J fOf yt,.uC 1C'i,� :ti:: .h:i Yi1�ik:'1i�DM yJ1� 1)The following design parameters were used in the design of the Envirolok System shown on the plans. All parameters are reported as'Effective Stress'values forfully drained conditions: � u;,� � ,,i��,,e ��a" p�.�� ua��:�^c a9� zoni;.�codc. ir«: .,;i.;ir �.,�:g it�c� �x'r� �:�i;.�riy noteci in t1-,�s-a�i;+�. P n i c � �:r ,J�t�:,��-.ra�f=��a��,.�_!��ti��v Reinforced Zone; 26 deg 0 psf 120 pcf(sandy lean clay) Retained Zone: 26 deg 0 psf 120 pcf(sandy lean clay) Foundation: 26 deg 0 psf 120 pcf(sandy fean clay) Soil type, groundwater conditions and soil properties shall be confirmed by the site geotechnical engineer priorto construction. 2)Maximum design surcharge loading and backfill conditions. The area above the walls is assumed to be level. A traffic parking area is assumed to be above the lower wall, a uniform loading of 100 psf was used for design. 3)The foundation soils shall be inspected to confirm an ailowable bearing capacity of 2,000 psf or greater against shear failure or excessive settlement. II. INSPECTION AND TESTING: 1)7he Owner or Owner's Engineer shall be responsibfe for site inspection and testing. Site inspection shall include, but not be limited to the following: a. Verifying the soil parameters stated above are consistent with backfill and foundation soils being used for retaining wall construction. b. Verify groundwater conditions at the site and insure adequate surtace water control is provided to direct water away from the wall area _ c. Inspect and verify the foundation soils are firm and capable of supporting the {oad stated Section 1.3 without excessive settlement or shear failure. �+heet �n deX d. Document the backfill soils are placed in lift thicknesses not exceeding 10 inches uncompacted and to a minimum of 95%of standard proctor density. �� ' P�ge Description 'i Title Sheet :� Site Plan 3 Typical Wall Section Details Project INFORMATION ON THIS DOCUMENT IS PROPRIETARY TO REA AND SHALL NOT BE COPIED, REPRODUCED, USED OR DISCLOSED WITHOUT THE CONSENT OF REA, ��. REA LL� 3215 Graham Hill Road I hereby certi�y that this plan sPecification, or �eport was prepared by me or under my direct e�pervision and that I am a duly L�censed � Oote DESIGN INFORMATION PROVIDED IS FOR INTERNAL STABILITY ONLY. EXTERNAL STABILITY, Professionol Engineer under tha �aws of the state of Minnesota. ^/��I� � INCLUDING BUT NOT LIMITED TO FOUNDATION SETTLEMENT, GLOBAL STABILITY AND SLOPE L 4851 Four Seasons Ct STABILITY IS THE RESPONSIBILITY OF THE OWNER AND OWNER'S ENGINEER. '�-t._ P.E.� Mr, PE �s2as oa<<:�� Eagan, MN 55122 s�ae N/A Tel: 612,670.7009 email: rrace@rea-lic.com � Sheet ' � P/ � � � : � �� ' � l ; � : � N ote: � � �` `� ' ( 1 / n = � � I The site plan shown is for illustrative purposes only. It has been reproduced from Gronberg � � ` .,,,, �- and Associates, Inc. Ce�tificate of Survey Dated 1-26-11. � ��'� J � � � � ` � / . .� .._. � r. j�d ` y ._ ...�_. � ... �. -------- � \ , � / t � : Planned walls ti � � � � � � � �----�..,�,P OPpSED �,�`'�`�"---...,. � � c�.vr i-�• ::.�A�rr -'```_ ' �' ��a� ` 1 � f �.o � a � ' � �2,. CAFJi' �a� ` � � T5, » N �� ,. Arvr, �„ '�. i �� rn � � P �PC�SED ! ' � r , 1 � � 4 � � �.o� � � C�US� o ��Po � , � � s � _,...,. � ,airai � ..... . ...t3,,,. i 32i5 3 " w'' � ` ' • so. .. r� 16.3 ALLS� � 3.7,5 � � � o/ 21.s� � ��1.0 � � . - i J l / 19.8,3 ai ��" .�ANr ��, / / � / � _-- .�--�-, ---- _.__998--- / � � � o N � / 1� . . n�c� ; ��. — -_._g�� / f, ING �� ,�v � jI. � i / 1 , ��,� 1 �l Q��` � ; �,� � �, r---- -�---s�. � �� ' ` 1 _ a `�� / Project INFORMATION ON THIS DOCUMENT IS PROPRIETARY TO REA AND SHALL NOT BE C�PIED, REPRODUCED, USED OR DISCLOSED WITHOUT THE CONSENT OF REA, ��. REA LLG 3215 Graham Hill Road I hereby certify that this plon sPecification, or report wae prepareC dy me or under my direct superviaian and thol I am a duiy Vicensed � Uate DESIGN INFORMATION PROVIDED IS FOR INTERNAL STABILITY ONLY. EXTERNAL STABILITY, Professianal en9ineer under thc �aw5 of tne state of M�nnesota. 2I�VI� � INCLUDING BUT NOT LIMITED TO FOUNDATION SETTLEMENT, GLOBAL STABILITY AND SLOPE )1�� 4851 Four Seasons Ct STABIUTY IS THE RESPONS161LITY OF THE OWNER AND OWNER'S ENGINEER. , �� oac��i/lo/�� Eagan, MN 55122 s�oie N/A RoCert Race, P.E., MY PE 19280 ' 7 Tel: 612.670.7009 email: rrace@rea-Ilc.com � � Sheet a�!^i,_� 'JiC.v. . . _._. . . . .... __.__.. ...... . . .___. .__.. .. . . 1. The sec4on shawn represents typical construction at 3215 Graham Hill Road retaining wall. 2. The minimum boulder depth(D)is the relaUve to the overall retaining wall height as shown in the boulder depth schedule. 3. A smaller boulder may be used for the top boulder(D2)for ease in finished grade work. 4. The boulders shall be placed to avoid conanuous joint pfanes in ve�ical or lateral direction. Each boulder shall be placed on two or more rocks below it,with good flat-to flat contact. 12' {varies) 5. Compact all structural fill placed behind the drainage zone and in the retained zone within 95%of standard proctor density. 8"low permeable soii 6. The minimum wall embedment is 12"for the lower wall and 1 B"for the upper wall as shown. � Qrz � Drainage Stone Specifications: � " a, 1. The drainage stone shall consist of 1"mimus crushed stone complying with the � � following gradation requirem�nts: �� ~ • 8ozfi�ryr � fabnc p) sieve si•r_e °l_o�assin� • ' � ` • 1" 1�0 H � retained soil 3/4" 75-100 ' �s No.4 0-10 8"low permeable soil � �` No.50 0-5 t t- p� - " , ��' � Free drainage sand is also acceptable for the drainage material. It must have less � - 4"dia currugated perforatedpv c than 10%fines passing the N0.200 sieve. draintile witfi sock. Daylight thru �p____.� face of wall at low point. � � ' a. 18"(min)embedment 15� ; e oz fifter F fabric(typ) �2"(min}free drainaing ; -� ; � Boulder Depth Schedule: H stone/sand � :�. � finished grade I - a � retained soif wall height(H) miminum boulder depth(D) � . . .• :., �-- 3 2T� � _ �4 � : 4 3d„ ' a 5 33" � � 4"dia c�rrugated perforated pvc 6 36" draintile witFi sock. Daylight tF�ru � 3g� 12"(min)embedment �� face of wall at low point. H= wall height BOULDER WALL SECTION D= minimumrequiredboulderdepth Project INFORMATION ON THIS DOCUMENT IS PROPRIETARY TO ftEA AND SHALL NOT BE COPIED, 3215 Graham Hill Road REPRODUCED, USED OR DISCLOSED WITHOUT THE CONSENT OF REA,LLC. � herety certi�y that this plan .sPecificutian, or report was preporee by REA, LL� pote me or under my dv-eci auperv�aon and that I am a duly Liceneed DESIGN INFORMATION PROVIDED IS FOR INTERNAL STABILITY ONLY. EX7ERNAL STABILITY, Professionol Engineer under the laws of the state of Minnesoto. �/�6'1'� '� INCLUDING BUT NOT LIMITED TO FOUNDATION SETTLEMENT, GLOBAL STABlLITY AND SLOPE � 4851 Four Seasons Ct STABILITY IS THE RESPONSIBILITY OF THE OWNER AND OWNER'S ENGiNEER. �--- �� ``�-c:z-- oot°:�� Ea an,MN 55122 s�oie Rohart Raee, P.E.,MN PE 19?B6 s N/A Tel:612.670.7009 email: rrace@rea-Ilc.com � Sheet �li� D TIME ✓ CITY OF ORONO CALLED IN � �� INSPECTION NOTICE SCHEDULED � � PERMIT NO��!— COMPLETED ADDRESS .3Z OWNER TELEPHONE NO. ��z �6� -;�� CONTRACTOR �L��.S� >; DESCRIPTION w � 4� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLI � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS � Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ 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: � W � �" / �- O /'" ��() '� ./I G� / �CX� "� � �v� '' C�-�'� �C� . � 0 � w � Q � Z W � W � � GW �lQ�?K SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED �� ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUtRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-46�� OwnerlContractor on site: Inspector. � White Copyllnspector's File Canary CopylSite Notice c�v' �AT �/ TIME V CITY OF ORONO CALLED IN a// �� INSPECTION NOTICE SCHEDULED / ` PERMIT NO. �'��-� COMPLETED ADDRESS �� r��-rK-- /�� _ OWNER T EPH N,f NO. CONTRACTOR � �: 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 J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEEf YOU:_YES_NO � COMMENTS: � W a O � ; �1 r''� �C> ✓ � �- � C�C.i'�"/�".�S � � c� �✓ L y 0 � Q N� �� `�oS�� ~�_ � ��"C;):,/ �J � `flfC�� J�l l✓�� ;. . � 1 � � 7� ` � W � � d W� L�`k(ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C, pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED C INSPECTION REOUIRED.CALLTO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952� 249-4600 Owner/Contractor on site: i -��, Inspector. �� . White Copyllnspector's File Canary CopylSite Notice �� __� ,� ��, �� i,,_.�� .(� �� DATE ��i.� �G�i`l�ll�� CITYOFORONO U`"� CALLEDIN��gf�� tf � �'`j'. �� INSPECTION NOTICE ,_, SCHEDULED •Z��i�T 1 _ G PERMIT NO.. 5 COMPLET ADDRESS �� `—, �� C'�Y) "�l, � � OWNER TELEPHON NO. ��` �� CONTRACTOR � >: DESCRIPTION �' ( ��-��/ �'� �� I / � l� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS h Q ❑ 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 ❑ S f�TIC FINAL ❑ FOUNDATION/REMOVAL � OWNERI(CONTRACTOR TO MEET YOU YES_NO � COMMENTS: � W a � � � _;�1� '-% � T <c� �� U ��.� �� ,✓A t �S � � ��-; (L ►Z� ►�U�� W � Q � Z W � W � j GW�INORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN �NSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. �95Z� Z49-4600 OwnerlContractor on site: Inspector. 1 J�� White Copylinspector's File Canary CopylSite Notice ��- ✓ T TIME CITY F ORONO LLED IN � INSPECTION NOTICE �SCHEDULED /D' Oz� PERMIT NO. �', � � _ coMPLEG� — ADDRESS � OWNER T PHONE � ' CONTRACTO >; DESCRIPTION � ��Z' � l� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS � O ❑ 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 � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � `�? .— ✓'�'' ) � � Cc�� ,�--� ..�5 j 0 � Q ,�," �r � � t� C ✓''��S ;�-5 � 1� � � � `� jS �c( z W � � �j'�; �� 1 � �;�.� � �� v-� � ��C�� t � a W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � �ORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cali tor the next inspection 24 hours in advance. (952� 249-4600 Owner/Contractor on site: Inspector. � '`� -1 t� White Copyllnspector's File Canary CopylSite Notice �� . �,� � __ � DATE � TIME CITY OF ORONO CALLED IN .:�f � � � � INSPECTION NOTICE SCHEDULED � � ��_� PERMIT NO. �-�� I �"" � � � �JCOMPLETED ADDRESS _�<-� � J �� Y� �G1CLtti� `� �I. LL� l�� 'Z�%- , OWNER TELEPHONE/.N�Q ��'� � C�� CONTRACTOR < hC�:2 (�') C�-�Z�/ . i � DESCRIPTION � C C;!I �{C-1 n�k �-�- { t�`YY�. � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL O ❑ 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 \' ❑ SEF�T.IC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:�YES_NO � COMMENTS: � � W � � � O � �?(� j�-�Tf;v �. 0 � w � Q � z w � W � � d W� �WORKSATiSFACTORY:PROCEED ❑ PROJECTCOMPLETE W� ❑CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY � ❑Ct�RRECT 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. Call for the next inspection 24 hours in advance. �952� 249-460� OwnerlContractor on sit Inspector. �l ' � White Copyllnspector's File Canary CopylSite Notice ; : � ,. ✓ , � Z �E�/// TIME CITY OF'ORONO �'� CALIED IN �- INSPECTION NOTICE SCHEDULED r �Z � � � �L� PERMITNO. �� C��Y�' �� COMPLETED ADDRESS J� l `"7 � ��'c'- G�c_ �->-� f'..{ L ( ( E�'c-( OWNER TELEPHONE NO.� ��f t� 1�r ��-!/ CONTRACTOR � ' (�-�<�.- 1 L� /1 � �:.r_�c� l� � �{ r / �: DESCRIPTION L l } ` lt'C°� E �i' !�I T-L � � ��"� � lV ❑ FOOTING ❑ PLUMBING FINAL �� ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ` �-} ❑ LAKESHORE/WETLANDS Q ❑ FRAMING ❑ MECHANICAL FINAL �--�� ` �J ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLAC ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP �� "�� ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP �� ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ? ❑ DEMO-FINAL ❑ SEPTIC INSTALL�x1��,��r� ❑ HARD COVER REMOVAL J ❑ PLUM�ING RI� ❑ SEPTI FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR Tq MEEf YOU�YES_NO � COMMENTS: � W a � J O a � O � W � Q � Z W � W � � y GW �VORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY 0 ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN u CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-4600 OwnerlContractor on site: �� - Inspector. � White Copyllnspector's File Canary Copy/Site Notice < <r � � -'�� DAT TIME � 1J / CITY OF ORONO CALLED W � � � INSPECTION NOTICE SCHEDULED � PERMIT NO.�_��'��'�� COMPLETED ADDRESS � -�7�1 S C-7 c�c G�''c�� f t_�..(, " �� OWNER TEL�PHONE NO. Cp ��)� -�� CONTRACTOR � � ��C�l '� L�<! �� t{� >; DESCRIPTION � `� � �'� � �� L 1..��5� � li� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETtANDS � O ❑ FRAMtNG ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMB�?�6 Ri \ ❑ SEPT�Q FINAL ❑ FOUNDATION/REMOVAL � OWNERI�QNTRACTOR TO M�ET YOU:_�YES_NO A � COMMENTS: � w � O 1 n ` S �^ i' ( � �� J � O � W � Q ti Z W � W � � � GW �WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W p ❑CI�RRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETItRN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALI INSPECTOR D INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-46�0 Owner/Contractor on site: Inspector._T.�� t �__� �� _ White Copyllnspector's File Canary CopylSite Notice � DAT TIME � CITY OF ORONO CALLED IN �,n INSPECTION yO��EO00 7S SCHEDULED 'U'/ -!� �� PERMIT NO. o�� COMPLETED ADDRESS �a�S �� '�� OWNER TELEPHONE NO. �SL' �� `��7 CONTRACTOR �� l�s��J >; DESCRIPTION I �S��lDYC G I�G� L� � ll� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a j � � O � � � � � ! � W - �✓ (D � Q � � Z W � W � j d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑ CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W �/ �yl�C�RRECT WORK,CALL FOR REINSPECTION TEMPORARY V� �ORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WILL RETURN u CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR C INSPECTION REQUtRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 Owner/Contracto n si . Inspector. White Copyllnspector's File Canary CopylSite Notice CTE / TIME ✓ CITY OF RONO CALLED IN � � I ==r�q�— INSPECTION NOTIC �CHEDULED � � ��J PERMIT NO. �� COMPLETED ADDRESS �� G/ �� OWNER TELEPHONE N . � " 7 CONTRACTOR >; DESCRIPTION ' `-t" � � Ll� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS h O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB � WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ 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: � W � � J O � � O � W � Q � Z W � W � � GW :�SVORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952� 249-460� OwnerlContractoro sr�, ite:_ Inspector. �� White Copyllnspector's Fite Canary CopylSite Notice �� DATE TIME V CITY OF ORONO CALLED IN ..� �—�. ,,�� INSPECTION NOT�CE SCHEDULED �z��,�.�L _��1 :,�. PERMIT NO.r�D � —��' 7S COMPLETED �� `�� ADDRESS �� I J �---, i�� C�Y�C'Vl � �.C� ��'I OWNER TELEPHO � �10. �� G��7�� CONTRACTOR �'�� —�`�� C� �_/,� %r " ,�'�: � DESCRIPTION ^ �` � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV RADING/FILLING f Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Z Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTiC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ S TIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR j0 MEET YO�YES_NO � COMMENTS: � W a � � O � � O � W � Q � Z W � W � � GW�WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED " G ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWiTHIN HOURS. � pHOTOTAKEN INSPECTOR W4LL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CAIL INSPECTOR ❑ INSPECTION REQUIRED.CALI TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46�� OwnerlContractor on s' Inspector. White Copyllnspector's File Canary CopylSite Notice � DATE TIME � CITY OF ORONO CALLED IN (-/b INSPECTION NOTICE SCHEDULED !o/7- // � PERMIT NO.�D��DDD 7S COMPLETED ADDRESS �a�� 'm �� 'e� � �� TELEPHONE NO.��90 5�777 CONTRACTOR >: DESCRIPTION Fra�►+-�� — u� u�. L-�-U-e� � ll� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS h O ❑ 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 i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W C � � v,c��-S ( ��,�� '�� '�"' P�� 0 � W � Q � Z W � W � � GW c�.14(QRK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.Cl4LL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-4600 OwnerlContractor on site: � inspector. G� White Copyllnspector's File Canary CopylSite Notice � �---- TI M E V CALLED IN �� CITY OF OR NO � INSPECTION NOTICE ��HEDULED ��7�LL / PERMIT NO.Q��`��✓ COMPLETED ADDRESS 3�� - �`� OWNER T LEPHONE NO. �-�a-� 5'� �� CONTRACTOR iL�.�� / �: DESCRIPTION G��`�/✓�(�(��D� � l� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � O ❑ 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 / Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a O �Y ' �1R � 1— �fiC.� � 1`-'.� � �� -1 �-- � � ; �,; �I C�—�r�r r-� LS � .�j � � o �"` �,/ � �� t '�'.S ..�---- � �1 ' ( ,-� ,C'C�c� (J Q � z w � W � j GW �ORK SATISFACTORY:PROCEED [7 PROJECT COMPLETE � ❑CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �� GTATION ISSUED ❑ INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46�� OwnerlContractor on site: Inspector. ^` �� C White Copyllnspector's File Canary CopylSite Notice �3 DATE TIME CITY OF ORONO CALLED IN �U "��I INSPECTION NOTICE SCHEDULED l0•5- I � I t PERMIT NO. �0��-000�5 COMPLETED ADDRESS OZIS �VC.��'IQVYI �� I � OWNER TELEPHONE NO. ��- �'q�¢7�� CONTRACTOR ��✓'4" w�� ✓�'� C!�►L�w�- �: DESCRIPTION ��=Q-�� 'O ' � lt� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � J � � � C� � � }' / �-/i� _i% � ,G'�t O ,_,_, � �' -� �' � S `-� � � � ��lti W � Q � , _.�_ . .. _ - - Z - W � W = � C � ) � ,�.� GW ❑W( �L�ROJECTCOMPLETE � ❑CO �b' �`c• l� � I I IF CERTIFICATE OF OCCUPANCY � ❑CO � T � BEF�rst�vvtrtlNC� PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. �� pH0T0 TAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Ca11 for the next inspection 2a hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector. �� White Copyllnspector's File Canary CopylSite Nofice ' � DATE TIME i' CITY OF ORONO CALLED IN INSPECTIONNOTICE -�G SCHEDULED 10•18-t1 PERMIT NO. �i��(�/J COMPLETED ADDRESS 3215 C�a�ha�m f"f�� f�,W OWNER TELEPHONE NO. CONTRACTOR >; DESCRIPTION �� l� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ 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: � a � � J � 0 a � � � 0 � W 4 �' � Q � Z W � W � � d W ❑WORKSATISFACTORY:PROCEED f� P JECTCOMPLETE � ❑CORRECT WORK&PROCEED SSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION �TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED �STOP ORDER POSTED.CALL INSPECTOR C INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. �95Z� Z49-4600 OwnerlContract o i : Inspector. White Copyllnspector's File Canary CopylSite Notice �.�LJiI/ v—� D E TI M E �/ CITY OF ORONO �LLED IN 9 �� INSPECTION NOTICE��) �CHEDULED � � � PERMIT NO.07�� "`� �` COMPLETED ADDRESS �� `� Gw� �� OWNER TE HON NO. �0 ` ��77 CONTRACTOR �: DESCRIPTION ✓�� D' � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANtCAL FINAL ❑ TREE REMOVAL ZO INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ 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 � J � ' f"J C ' � l�� l�c�/ d (.�H l� � TV% O >.. •�� _ u � � TT C� � ��'. � - , r�.�r-c� C'-f-U (- � '�S 'r/-� ,` ,. Q . !� � 1�� n G' �.C� A \ �� n � A.S�Z 7'- � �7�= ��a r •� C�r� z W � W � j a � ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑•CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. C PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance. �952� 249-46QQ OwnerlContractor on si e: � Inspector. White Copyllnspector's File Canary CopylSite Notice , ! , y ; . : • • � • emo To: Finance Department From: Christine Mattson, Planning Assistant CC: Street File Date: 5/8/2012 G/L: 101-22205 Re: Building Permit Escrow Refund Building Permit #2011-00075 pertaining to 3215 Graham Hiil Road is complete. The Applicant, John Sonnek, on behalf of the property owners, Keith &Amy Korsi, has requested a refund of the $2,500 escrow paid by Charles Cudd. The following is attached: • Email from Bonestroo indicating no unbilled WIP on this project • Email from Campbell Knutson indicating no unbilled WIP on this project • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: John Sonnek Charles Cudd 15050 23�d Avenue N Plymouth, MN 55447 w:\street files\graham hill road�3215\escrow refund memo 2011-00075.doc Christine Mattson From: Schlegel, Kellie [Kellie.Schiegel@stantec.com] Sent: Monday, May 07, 2012 3:54 PM To: Christine Mattson Subject: RE: Unbilled WIP We do not have any WIP on the projects listed below. Kellie Schlegel Engineer Stantec 2335 Highway 36 West St. Paul MN 55113 Ph: (651)604-4734 Kel I ie.Schleqel(c�stantec.com stantec.com The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. � Please consider the environment before printing this email. From: Christine Mattson jmailto:CMattsonCa�ci.orono.mn.usl Sent: Monday, May 07, 2012 11:35 AM To: Schlegel, Kellie Subject: RE: Unbilled WIP Yes, that would work. Tomorrow at the latest please. O Thanks so much! From: Schlegel, Kellie jmailto:Kellie.Schlegel@stantec.coml Sent: Monday, May 07, 2012 11:21 AM To: Christine Mattson Subject: RE: Unbilled WIP I should be able to get this info to you soon (hopefully today or tomorrow). Does this work? Kellie Schlegel Engineer Stantec 2335 Highway 36 West St. Paul MN 55113 Ph: (651)604-4734 Kellie.Schleqel(c�stantec.com stantec.com The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. � Please consider the environment before printing this email. 1 From: Christine Mattson Lmailto:CMattsonCa�ci.orono.mn.usl Sent: Monday, May 07, 2012 8:55 AM To: Schlegel, Kellie Subject: FW: Unbilled WIP Hi Kellie, I received Darren's out of office replay. I unfortunately need to know if there is any unbilled WIP on the below projects before Darren returns. Are you able to research? Or can you direct me to who can do this in Darren's absence? Thanks! From: Christine Mattson Sent: Monday, May 07, 2012 8:42 AM To: Darren Amundsen (darren.Amundsen@bonestroo.com); 'Sherry Charboneau' Subject: Unbilled WIP Good Morning, Any unbilled WIP for the following? Buildin Permit# Address 2011-00318 115 Creek Rid e Pass And & Marnie Pfeifer/ Charles Cudd 2011-00075 3215 Graham Hill Rd Kei h &Am Korsi / Charles Cudd 2012-00038 4050 Bayside Road Danielle Steele 2012-00205 1390 Cher Place Ter 8� Gretchen Blount 2011-01586 1200 Loma Linda Ave Donald 8� Carol n Udell Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelly Parkway Orono MN 55356 (physical addressJ PO Box 66 Crystal Bay MN 55323-0066 (maNing addressJ 5�° 952.249.4620 � 952.249.4616 i� cmattson@ci.orono.mn.us : � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm Summer Office Hours begin Monday, May 21,2012 Monday-Thursday: 7:30 am to 5 pm/ Friday 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 28, 2012 (Memorial Day) z Christine Mattson From: Sherry Charboneau [SCharboneau@ck-law.com] Sent: Monday, May 07, 2012 12:23 PM To: Christine Mattson Subject: RE: Unbilled WIP Christine: Nothing for Campbell Knutson. Sherry Sherry L. Charboneau Legal Assistant CAMPBELL KNUTSON P.A. 1380 Corporate Center Curve•Suite 317• Eagan,MN 55121 '� (651)234-6230. Fax:(651)452-5550 �scharboneauC�ck-law.com•www.ck-law.com From: Christine Mattson jmailto:CMattson@ci.orono.mn.usl Sent: Monday, May 07, 2012 8:42 AM To: Darren Amundsen (darren.AmundsenCa>bonestroo.com); Sherry Charboneau Subject: Unbilled WIP Good Morning, Any unbilled WIP for the following? Buildin Permit# Address 2011-00318 115 Creek Rid e Pass And & Marnie Pfeifer/ Charles Cudd 2011-00075 3215 Graham Hill Rd Kei h &Am Korsi / Charles Cudd 2012-00038 4050 Bayside Road Danielle Steele 2012-00205 1390 Cher Place Ter & Gretchen Blount 2011-01586 1200 Loma Linda Ave Donald & Carol n Udell Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelly Parkway Orono MN 55356 (physica!addressJ PO Box 66 Crystal Bay MN 55323-0066 (mailing addressJ � 952.249.4620 ' � 95Z.249.4616 �� cmattson@ci.orono.mn.us ! �? www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm Summer Office Hours begin Monday, May 21, 2012 Monday-Thursday: 7:30 am to 5 pm/ Friday 7:30 am to 11:30 am 1 ' � � BUILDING PERMIT ESCROW AGREEMENT Orono Building Permit#2011-00075 � AGREEMENT made this �'� day of �6'�t��-f , 20 // , by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and Keith &Amy Korsi ("Owners"). Recitals 1. A building permit application has been filed for a new residence located at 3215 Graham Hill Road, the ("Subject Property"), legaliy described as Lot 2, Block 1, Graham Hill Preserve, Hennepin County Minnesota. 2. Owner requests 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. Atl 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 aiso 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 #2011-00075 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 pro�erty pursuant to Minn. Stat. §§415.01 and 366.012. CITY: CITY OF O A�O---- OWNER: B �/� 7�-7 c� ��-s-� Y� , Its: ` - '�� fl:Co to Street°�,Ile �" � " �� Internal,Useb�n� nF� ,x:�.Drig,i,nal�#o�Planning, ' ' py ._, w .."� ��?Y�'�Q� ��?P.er�y,�wner � • � CITY OF ORONO PERM�T No.: 2oil-000sl 2750 KELLEY PARKWAY � ORONO, MN »3�6- DATE ISSUED: 02/04/2011 952 249-4600 FAX: 952 249-4616 ADDRESS : 3215 GRAHAM H1LL RD P[N : OS-117-23-]4-0066 LEGAL DESC : GRAHAM HILL PRESERVE : LOT 000 BLOCK 000 PERMIT TYPE : ESCROW FEE -TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: �SCROW OF$2500.00 PAID BY CHARLES CUDD-CK# 5023-2/4/2011 T(ED TO F3LDG PERMIT 201]-00075 APPLICANT ESCE�OW FEE-BUILDING 2,500.00 CHARLES CUDD LLC TOTAL �,500.00 15050 23RD AVENUE N -� � PLYMOUTH, MN 55447- �) � Minnesota State License#: 20635245 OWNER KORSI. KEITH R,AMY 769 BOULDER DRIVE LONG LAKE, MN 55356- 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 1or oniy the work described and does ( not grant permission for additional or related work which requires separate pennits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This pennit will expire and become null and void if construction authorized is not commenced within I 80 days of the date.of issuance,or if construction is suspended for a period of 180 days at any time atter work has commenced. The applicant is responsible for assuring all required inspections arc requested in conformance with the State Buildin�Code.This permit may be revoked at anv time fior due cause. / / / 1 Applicant Permitee Signature Date � Issued I3��Signature Date SEPARATE PERMITS REQUIRED FOR WORh OTHER THAN DESCRIBED ABOVE. Checklist for Refunding Building Permit Escrows Building Permit # ��—�� Street Address: �J2I5 C�I�V�� 1T1 �� Applicant Name: �- �S� �� Escrow request received Date: �Y �JI� � v'`''"n �n� Permit Type: I v CJVV I i h� �� Are all inspections completed? Yes No � � If not, list what is outstanding: Was there a Temporary CerEificate of Occupancy issued? Yes No Date: Was there a Final Cer�ificate of Occupancy issued? Yes No Date: �� Z-5� � I As-built survey required? Yes, approved on �� 0 � � � NO NA ❑ Email CK & Bonestroo to see if there is any unbilled WIP. Date email sent: 0 Prepare memo for Finance Department z:\formslzoning standard forms\checkfist for refunding building permit escrows.doc Last Updated: 10-31-2011 A►►- Rerm�i�'Ih�'ork� � � ��. � '�� ...,�. Eife Transa-ct�an hM�aintain Reports � - ; � _ � Geobase Praperty Recard � o �' � :�.�_ � - -- �.T, � � - , � �� .+� -�� . .�.,� : � � - , , _ , . � ..,� ._ _ .��, .._�.. ;.,., ,,. . _ � i� PerimrE D_ , � �� q}; _: __ ��--♦ �y. � .. �� _ • _► ►� ___..- .J � 1 P�d � �� iN � �♦ :, �,., �'-_-�- --�``- � PeFTII Ft#: 2�11-aaa75 �_?�)c!��t.r,"`.�r�i I s-r�.,� 1 ---- - _._____� _ . _ _ _ Pemra�tAdd�sa: 3215�rahamHillRd � f;1�in Flra ��.ic+,e�s � "�:�ilii:;��r�;al �i'`! ",��I.�:Ir��:� Gener$!� Fees eRspe�teons {11) � �[�tes � Apple�nt Detail� GO Detail� Seq Inspecti4nType Inspector Date Stat�s H Fee Rec '.___. _ . ___� � . Z �FQoting jW�IB �31212011 �P �Y �0 ___ __ _. __ ( .. . 3 {Fvu!ndationSu�rvey. . WG16 ;1Q�1SfZ011 �P � p __ ` . 4 Po�redVVall jW�IB r31412411 P Y�U ___. __ I- --_ _ i_------ _ �____ �_�__. -- . 5 �Framing tWG16 i6l17/2011 �P IY U -- - ____ � .._ . . _ _ _-- -- i W G 16 ;6/22l2011 1 p __ 1"y �0 _._- 6 �In��alation ,._ __._ _ _.__ . _._---,--_ � _--- - _. _ _._ _____ -- � _-- A ' 7 �As-Buzilt S�rv MCUR i 10i18l2011 P Y 0 _ ___ __ - � -- - - -- --- _._ _--- 8 !Final j WGIB '1{�l3J'2U11 F Y 0 �W . ' _ ,__ _ ---___._ .__.-- - - --- ------_ _�-----__ --_-- -- -- ----- . 9 �Final REIhJSPECTION WGIB 14152011 P Y Q ------ _ __ __ _- --- ____ �---_ ---- --- - — _ _ __. �1� s Final REINSPEGTION WGIB �1flJ1812011 P Y Q `___ �. _ ___ _.._ - -- ____ . _�____ . 11 jRetainingl�4'all �1�4'GIB j71Z6l2fl11 iP �Y p0 ' i �� ►� � _ .----- �, Add New D+erete