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Home My WebLink About2016-00133 - single family house CITY OF ORONO * Z 0 1 6 - 0 0 1 3 3 * ` 2750 KELLEY PARKWAY DATE ISSUED: 04/08/2016 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 1220 BRACKETTS POINT RD PIN : 11-117-23-32-0018 LEGAL DESC : RGT ORONO POINT : LOT 000 BLOCK 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES, DETACHED VALUATION : $ 3,000,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,SEPTIC,FIREPLACE,ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM NOTE:PROVIDE COPIES OF ALL FIELD NOTES OF SPECIAL INSPECTIONS AND FINAL SUMMARY. INITIAL:� SAC PAID#10034-03/19/1998 APPLICANT PERMIT FEE SCHEDULE 14,654.92 STATE SURCHARGE(VALUATION) 1,200.00 WELCH FORSMAN ASSOCIATION TOTAL 15,854.92 6026 PILLSBURY AVE S MINNEAPOLIS,MN 55402- Payment{s) (612)827-4455 CHECK 33155 15,854.92 Minnesota State License#: BUIL-BC005890 OWNER HANNAFORD,JULE&ELIZABETH 1220 BRACKETTS PT RD WAYZATA, MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked a[any e for due cause. 1�� -) , �l � � �L� � I" ��.�-`��C�%' I l J l��^ Applicant P rmitee Signature Date Issued By Si ture Date � � City of Orono Building Permit Application for New Structures or Additions �--� Mailing Address: ; O Permit number: O�d�(o— U�/ �j � A, PO Box 66 % � `v(�� C stal Ba , MN 55323-0066 ; rY Y Date received: d —/� —/ � �� Street Address:' Received by: �\, �� 2750 Kelley Parkway *',�� c,� Orono, MN 55356 Plan review fee: �..��j.�`. D ��kfsHo�� Main: 952-249-4600 Total Fee: d� ��" ��'3Z Fax: 952-249-4616 www ci orono mn us t ��y. ✓ This application form must be completed in full and all required information must b submitted. , Incomplete applications will be returned. (P/ease print) � �5,O IJ� �� GENERAL INFORMATION: � Job Site Address: 1220 Bracketts Point Road, Orono, MN 55391 L'�'"s`� `��g�� Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes � No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: Welch Forsman Associates Incorpora.ted State License# BC005890 Expiration Date: 03/2018 PhOn2: _�Cell) 612-221-0841(Peter Welch);612-221-0842(Don Forsman) (OffIC2) 612-827-4455 Mailing Address: 6026 Pillsbury Avenue South Cit : Minneapolis ZIP: MN 55419 Contact Person: Peter Welch/Don Forsman Applicant is: ontractor / Homeowner (CircleOne) Email and/or Fax: Pete@WelchForsman.com ; Don@WelchForsman.com PROPERTY OWNER INFORMATION: Name: Elizabeth and Jule Hannaford Phone (day): 612-759-8011 Address: 1220 Bracketts Point Road City: Orono ZIP: MN 55391 Email and/or Fax Bhanna1891@aol.com ; Jhannaford@khblaw.com ARCHITECT/ENGINEER INFORMATION: Name: Kar-Keat Chong - Snow Kreilich Architects Phone (day): 612-752-0270 Address: 219 North 2nd Street Suite 120 Cit :Minneapolis ZIP: MN 55401 Email and/or Fax: ar- ea snow rei ic .com PROJECT INFORMATION: Description of pro�ect: 1.Type of Project 2. Proposed Use 3.Structure Type 4. Sewage Disposal 8� Water Supply �New Construction �Single Family with ❑Accessory Bldg. /Garage ❑Addition attached garage ❑ Deck �Public Sewer ❑Accessory Building ❑ Single Family with ❑ Office/Commercial ❑ Relocation detached garage �Residence ❑ Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water "'Any earth movement may require ❑ Commercial ❑ Storage MCWD review 8�permits. ❑ Industrial ❑Warehouse � Private Well Minnehaha Creek Watershed District(MCWD) � Othe�: (SpeCify) ❑ Other(SpeCify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ 3,000,000.00 RECEIVED FEB � 0 2016 Packet Last Updated: August 2015 Page 21 (^,,m(OF ORONO � _. airuc�ure uunerisions � i. auucture uirnensions lcvnunuea� � c. �yp�v� �.ons�rucuvn i � a. Length(ft.)= 96'-4 1/4" Number of bedrooms= 4 i � ! �Wood/Frame � b. Width(ft.)= 70'-10" I Number of garage stalls: � � Masonry � IAreas in sauare feet Attached= 3 ❑ Metal ❑ Pole Bidg. I c. Basement= Detached= � �C� d. 1 S'Story = 4249 sq ft e.2"d Story= 1286 sq ft I ❑ On-site Prefab ❑ Off-site Prefab f. '/z Story = ❑ Other(please specify): g.Total Area= 5535 sq ft REQUIRED SUBMITTALS: All of the information must be submitted in order for your appiication to be processed: N ot Enclosed A licable m ❑ Buildin Permit Escrow A reement and Fees � ❑ Plan Review Fee � ❑ Com leted A lication Form k�. ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/2 x 11 set ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements � ❑ Surve —2 full size, to scale meetin ALL surve requirements � ❑ Hardcover Calculations ❑ 1� Se tic S stem Certification ❑ ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD statin no ermit is re uired ❑ ❑ Landsca e Walis and/or Retainin Wall Plans ❑ ❑ Stormwater Pollution Prevention Plan SWPPP ❑ ❑ Access Permit � ❑ Data Privac Adviso Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is cfassified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in #he 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 a!I site improvements. i ApplicanYs Signature: C�� Date: �� '� �� Jwner's Sianature: �1 f''1 Date: 1 0 � -� ��i /�(�� RECEIVED � `� / � F'rn � r� �r11�i ClTY OF ORONO �LAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: � �� ,�t�c,,� � � Permit No.: �� -C�o133 S Descri tion of work: I`CN� J� UC._��rn/� � 2-' �' p 1� Date Rec d: � �{0 Septic review by: VI �-- w�C/1/�_� Date Approved: —""— Zoning review by: Date Approved: �"��(� Buitding review by: Date Approved: � � /�C' Grading review by: �i Date Approved: G�n�9�bf� Zoning District: �'"��' Zoning File#: Reso#: Reso Date: �r`�,'�- �f :� � �� '� V-� Zoning: Lot Area: SF/AC Width: Lot Coverage: ; _�.1 ��=SF -� • �.� � % I Survey Submitted: es 0 No Date of Survey: 2 ' 3 '(� Revised date(?): Landscape plan submitted? �Yes � No Landscaper: TYay'� VQE'1 l-i C�- Proposed Setbacks: 2�13�<<v -�v�s 1��.a.�- Arch� re. 'I5 5v ga F�t(Lake) R�r(Street) (�N� S E W ) ( N S E W ) Other Buildings Wetland Side �e �' __�� G� � � ,.� �°, Defined Height: �,�� Peak Height: FFE: �� FFE minus 6 feet= �� (Existing Contour) Perimeter(linear feet) = 50% = L.F. below grade 3Y Basement? 0 Yes � No, � Stories t,� I �y�/I �� FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON�4 SLAB FOUNDATION: The distance between the lowest proposed Slab at or above grade- ` START W ITH floor(of the basement or crawl space)and , measure from hiqhest existinq the highest point of the roof. rp ade to the highest point of the START WITH roof even if fill was brought in to elevate home. If you have a... SUBTRACTION • GABLE OR HIPPED ROOF(no Slab below grade-measure (BASED ON windows): Subtract half the distance from highest existing grade to the ROOF TYPE) between the highest point of the roof hi hest oint of the roof. to the low point of the corresponding If you have a... gable or hipped roof SUBTRACTION ' GABLE OR HIPPED ROOF • GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half windows): Subtract half the distance ROOF TYPE) the distance between the highest point of the roof to between the top of the highest the low point of the window and the highest point of the corresponding gable or roof hipped roof • ALL OTHER ROOF TYPES(flat, . GABLE OR HIPPED ROOF mansard,etc):No subtraction. (with windows): Subtract SUBTR,4CTION Subtract the distance between the half the distance between � (BASED ON basemenUcrawl space floor and the the top of the highest r^- -,,_ EXISTING highest existing grade adjacent to the window and the highest GRADES) foundation OR 10 feet(whichever is less). point of the roof 1- ' -` �''� • ALL OTHER ROOF TYPES (flat,mansard,etc}:No EQUALS Defined building height subtraction. �M Defined building height �"��-n„ll�.... �. EQUALS Updated: October 2015 z:\forms\plan review checklist 10-2015.docx � �� • / Z , 4 � �` . ` � � � o a • m � ZY � w rn ° �� c�u a � � � � � a�i o � � � � 0 a� V } a a� ii � � iu .� w a � o o � n � � � °� U U = cCOi � c@i \ ~ w � �n L �� R @ � � 3 3 � a � � � � Z � Z � y C9ii � cii � � � w � � o �a � z �, o ❑ 0000 v, � �, � � � � � � � � � �= � � y �a '� �� N � Z � a�ni in ii ii ii ii � � � 4 J � � � � a w � � c' .c c�i � n ° d ~ } � � � � V � � � v (n � r+ � V �Q � � � � ... � 9' (3 � . � 7 � N i � N <� � ; �" L _' LL � � fn LL ❑�� N ---o— Q 0 � d v- t� ` � � ❑ 0 ❑ J � \ G> > tn � � �� tA � -a tia � 4 J `�� 0 v c j,u c-:., � O Q _ �� c0 f� � H � '\ ,� a = o N � o c� ._ \ � a `� � � ��. � u� °' 'f' c� Z � �L � � o o Q �' �, U ~ �' � � � ? X X X X O � � ' � � � a 9 � a, � ,.- !'} "� � c� � � �, Q w �•�. �. � � > � �, � ° a L � ov a � .. � Nc°� c !� i.� a�i � � d a ii � � Z ` �. � • -am � d d d � a� m a� � @ � O E •� � � � W � o �V � � � � � �° � in in = O p o �► o v� w � � � � _ � -- a�i L � � � �i � 0 0 ❑ 0 � '-� c � :. � Z Q a'> > rn z v��i d � z c � � � � E � z � �' " ' � �° ' �- m v� � �� n. � � L � � � � � V � � ; N � O � O. � n � Q C C � � a a �n � v� o o � � o � 3 � � .. o � +, v �, o m n ,� o a� � � � � � � � �L Z a 'L C � 0 i N � � Y Y O n' � i.+ L � Vl Q � fp � M N (n � > w p Q Q cJ p� c 3 ��U °' � O � v > �'' '� = N O- �-' W 'a �, ` / � Q E N � � ca p� ca i� a� o — v � - � ., o d a�i p � u�i � � � a�i � � c � �E � pp � a� Y J m ° o R L � ++ � (6 0' C Ui '�. O 7 7 � � � � w L � a C � � ° � °0 � N � �i �° �i �i �i � a ii � o a V d '° �° fn }, — � 1i fA d � c W � o o � o� �� - - _ _ . ' �.�;'A PRIVACY ADVISORY -��raance witn iviinnesota State Statute 13.04 Riphts of Subiects of Data. Subd. 2. "Tennessen warnina". we =uia nKe to inrorm vou tnat vour reauesi Tor a permit or iicense from the Citv of Orono or anv of its deqartments mav reauire vou to furnish certain qrivate or confidential inTorma*�c� You are notified th�� ' r'�e information vou furnish wilt be used to determine vour aualification for the qermit or license requestea. 2. You may refuse to supply data, but refusal may require that the City aen_y tne oermit or iicens� 3. The information may be shared with other local, state or federal agencies t�the excent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become nubiic 5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private data on yourself. 6. Your full name is required to process this appiication or permit. �-c,(�z�t�e�l� ��h�/�� -�-�,�� First Middie Last " �=?�v �,�� .�;E'i �':;��".� r,ciciress ��'c��'"s s:� ";;��y '' ,. � � � `��' ( • 7$l� ��11 Citv State Zip Pnor.: f understand mv rights as stated above. � � � � Sianature RECEIVED �o�nC�Ld,�tJ�JOaL6O: .'1U9USi LU75 _ _ �� p 2016 �tTY OF ORONO , Permit Application: Self-Checklist for Com�leteness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. � Completed Application ; � Plan Review Fee Paid , - ---- _ v igned Escrow Agreeme & Escrow Paymen� � Building Plans (to scale) x2 Certificate of Survey (to scale) showing the proposed project & 2 . meeting all requirements x2 (,(�l�� p�� fe v� se� Zo i � S��Y�5 Hardcover Calculations (if applicable) �l Septic (if applicable) A compliance inspection may be required. I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this project. Signed bY� /'�r. a- �wN � Address: � i.�Zn - � ��,�� or�— n-d � �..��.�� Permit #: ,,2� ��-�3c� � 33 - FEB 10 �(1�� Packet Last Updated: January 2016 Page 2 t;��OF ORONO ' Builder Acknowledgement Form 1220 Bracketts Point Road / #2016-00133 �� / Builder Permit Conditions �b Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a foundation as-built survey must be submitted and approved by the City or a stop work order will be issued. Schedule a minimum of one hour for the framing inspection. Erosion control mechanisms must be installed and inspected by the City proper to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. No underground sewer within 20 feet of well. Provide copies of all field notes of special inspections and final summary. Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations must be submitted and approved. In the event of winter or other unfavorable weather conditions (which prevent the completion of the exterior improvements and/or as-built survey) a Temporary Certificate of Occupancy (TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios, grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved rp ior to construction. w:\street files\bracketts pt rd\1220\builder acknowledgement form 2016-00133.docx From: Kar-Keat Chong Sent: Wednesday,April 06, 2016 8:56 AM To: 'Christine Mattson' Cc: travis@tvistudio.com; 'pete@welchforsman.com';Tim Schwob (Tim@welchforsman.com) Subject: RE: 1220 Bracketts Point Road/#2016-00133 Attachments: 20160405171648269.pdf; 15URVTVL01-PROPCERT-SAPR16.pdf; L101_REV_20160303.pdf; 16-138 Permit.pdf Christine, Below Please find responses to the outstanding as highlighted. We'll print two full size copies and one 11x17s and swap out with the copies you have. Please let me know if you need anything else. Thank you. Kar-Keat Chong Kar-KeatCa�snowkreilich.com 612.752.0270 d From:Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent:Tuesday, April OS, 2016 2:52 PM To: 'pete@welchforsman.com' <pete@welchforsman.com> Cc: 'bhanna1891@aol.com' <bhanna1891@aol.com>; 'jhannaford@khblaw.com' <ihannaford@khblaw.com>; Kar-Keat Chong<kar-keat@snowkreilich.com>; 'dan@cssurvey.net' <dan@cssurvey.net> Subject: FW: 1220 Bracketts Point Road/#2016-00133 Pete, Following up on our telephone conversation today, we received an updated survey and landscape plan however items from our original letter dated February 22, 2016 (copy attached) still need to be addressed. Certificate of Survey. An updated survey and landscape plan were provided, however they still show metal edging retaining soil around mature trees within the lakeshore setback. Please provide additional details on the metal edging(material type, screening, height, etc.)The metal tree well edging will be constructed out of 5/8" thick corten metal that will be attached to 2" dia. square tube steel posts (buried below grade). We had to add the metal edge/tree well to prevent us from piling grades up on the root/ base of the existing oak tree in lakeshore setback that we are trying to preserve (due to the requirement of us raising the lowest level floor to be 2' higher than the 100 year flood elevation for the lake). The metal edge will be 2' tall on the west side and follow grades (sloping to 0'/ nothing) an the north and south sides. I spoke with Melanie Curtis, a planner with the city of Orono, about this condition during a recent visit to the city and she thought that this wouldn't be an issue since we were seeking to preserve an existing lakeshore mature tree on the site. Our intention is to sod the area to have a uniform appearance. If required we can plant in the tree well to help conceal the metal edge. I can send images of the corten metal edge and a detail of the condition if required. Landscape Plan. An updated landscape was submitted, however it does not match the survey. For example, a path on the south side of the house between the road and the lake (shown on the survey as Items I &J) is shown on the landscape plan as R7 which states it is to be removed. The landscape plan, survey and hardcover calculations should be in agreement with each other. Also, please provide the name of the landscaper performing the work.The landscape contractor will be Landscape Renovations out of Afton, MN Demolition and Sewer Disconnect Permits. A demolition permit and a sewer disconnect permit application should be submitted. Please note,the demolition permit will not be issued until the sewer disconnect permit has been issued. Welch Forsman Associates will apply for these permits when the time comes. Minnehaha Creek Watershed District(MCWD). Please submit a copy of the erosion control permit issued by the MCWD. If you have any questions they can be reached directly at 952-471-0590. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. Please see attached permit in PDF. Christine^' From: Christine Mattson Sent: Monday, February 22, 2016 1:05 PM To: 'pete@welchforsman.com'<pete@welchforsman.com> Cc: 'don@welchforsman.com'<don@welchforsman.com>; 'bhanna1891@aol.com' <bhanna1891@aol.com>; 'jhannaford@khblaw.com'<jhannaford@khblaw.com>; 'kar- keat@snowkreilich.com'<kar-keat@snowkreilich.com>; 'dan@cssurvey.net' <dan@cssurvey.net>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 1220 Bracketts Point Road/#2016-00133 Peter, Attached is a copy of the letter and enclosures being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356(physical addressJ PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ '�' 952.249.4620 � 8 952.249.4616 �C cmattson@ci.orono.mn.us � �C] www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm City of Orono �oNo Hardcover Calculation VIlorksheet �,, PropertyAddress: -�j'')-/� �' , '��j � � j i) �:>-� �j} \ 4 ��-L�l,.) �..-��:��-� ��::��1 1.. �.� � �,t:.>��`��.� �-i�-- 1�-�-•-E��•-�--� (�'�[S fOQ'� F'� ( � Prepared by: � r �y d , ,�_ � � Date: � ,�'�t�3r�,l .�� l,�t�-� . �; tt_. � � ..� , _ � �� r C� l �� Stormwater Quafity Overlay District Tier: (Circle one) Tier�Tier 2 Tier 3 Tier 4 Tier 5 Step 1: EXIS7ING HARDCOVER in the following table identify aIl items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Ifein(Describe) Length x Width �ota! Sun+e S uare Feet Exam fe Gara e 24'x 30' > 720 S.F: ��. � A 1 �� ' S.F. B ji I �:lf ., li�'c'. - �� F• �n �� C -7�1�/ S.F. � � o IT ��L, _ �=' S.F. �q I EC�.- . 7, 1 f E'' _!L._, ;f;.r�s`� S.F. ��1 j � � �� ?.�}'St't�.�.•,. � 5.�. � ._ V� � �r l ':��T. rs,f.�" _ T—�� >-- �- H ,(� �rr�� i'll_.t t�-•f�, s.�. ,� i " �f - `l,_1.-.;�'�� ,� �s.�. J ' ' S.F. K � ,( � � S.F. L � .-� S.F. (��a_ ,�' M t� • '_ _ S.F. � ��' � N t l�. � �'.,,�j'� S.F. � � 1 O�� „ S.�. � �� P _— S.F. Q S.�. R S.�. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y T S.F. Z S.F. 1 Tota1 Existin Hardcover � � S.F. Excludable Nardcover See Cit Code Sec 78•1684 : S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Existin Hardcover Subtract line 2 from fine 1 S.F. A 7otal Lot Area S.F. Pro�osed Hardcover Percentage [(3)�{4}] �� % (Proposed Hardcover next page) This is an informatlon packet regarding Nardcover. Every eifort has bsen made to insure fhe accuracy of the information contained herein; ho�vever,if any inlomiation is not consisfent with provisions of the Crty Code,the Code provisions tivill prevail. Page 8 of 9 City of Orono �oNo Hardcover Calculation Worksheet � Property Address: �� f� � �-�%i'�1� ` ' � � - ' � �'�',I/5.�� ' _''�',3f'_-:� �� -°�-`'� ` — � .t,_: , . EL __L-_L.1.. `�<<��A Prepared by: /1 �,; � y �;= r' Date: � � �„ — 1 P)��1�� j��'f f f�,�_ t--� .� -;�'------ ---�'� ;f �, ; � f Stormwater Quafity Overlay District Tier: (Circle ane) ier 1�Tier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In fhe foilowing table, identify all iterns of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). lnclude all existing hardcover items that are intended to remain, as wefl as all proposed hardcover items that wili be added. Use as many lines as necessary to accurately depict proposed hardcover status ofi the property. �or Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage se aratel for each ortion. Key to Hardcover Item (Describe) Length x Width 7otal Surve S uare Feet Exam te G a e 24'x 30' 720 S.F. ��W A � �°'' e�'; S.F. � B � - S.F. C l J '' i� s` ;'l�� S.F_ � ) p -r;-j . .�. �� ;:�.- x',"� S.F. �� /.a ' E � ��I� L'f..`.l ;' '"�" S.F. � ��f/� F � � �� ._ +" S.F. G . " S.F. � �� H �� 7 S.F. i ' ' S.F. J , S.F. " K � S.F. L S.F. M S.F. N S.F. O S.F. P S.F. C.2 S.F. R S.F. S S,F. T S.F. U S.F. V S.F. W S.�. X S,F. Y S.F. Z S.F. 1 Total Pro osed Hardcover S.�. Excludable Hardcover See CIt Code Sec 78-1684 : ' S.F. S.F. S.F. S.F. —____ S.F. 2 Total Excludable Hardcover S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 1,� S.F. 4 Total Lot Area l �) , ✓ 'l�� S.F. –r- Proposed Hardcover Percentage [{3)=(4)] ��o This is an information packet regardrng Hardcover. Fvery etfort has been made to insure the accuracy of the information contained herein;hotivever,if any information is nof consistent tiiith provisions of fhe City Code,fhe Code provisions sviit prevail. Page 9 of 9 Cit of Orono � . Y C,�+, ¢on,o Hardcover Calcula#ion Worksheet � Property Address: � �� ;. '�: � �"�` �. �F , l�� .;- ,.�-G�....� � ��. 1� �'� � `�+�SF,oF� Prepared by: �� i .�1�-V�'(l � , � . Date: � �(� � Stormwater Quafity Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2: PROP4SED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include afl existing hardcover iterr�s#hat are intended to remain, as well as alf propased hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by leiter which are spEit at the 75' setback line and ca[culate hardcover s uare foota e se aratel for each ortion. Key to Hardcover Item (Describe) Length x Width Total Surve S uare Feet `: Exam le `Gara e 24'x 30' - 720 S.F. ' A SZ_ S.F. B S.F. C � �it� I S.F. D , •�'"�9�- `'' _ �G � S.F. E Z S.F. F l}• 1 S.F. G I S.F. H ' � S.F. I S.F. J I 0 ! �til ` `' ` S.F. K � � 2.aN`' S.F. L S.F. M S.F. N S.F. � O S.F. P S.F. Q S.F. R S.F. S S.F. T S.�. U S.�. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 TotalPro osed Hardcover i S.F. Excludabte Hardcover See Ci Code Sec 78;1684 : S.F. S.�. S.F. S.F. S.�. 2 Total Excludable Hardcover U S.�. 3 Net Pro osed Hardcover Subtract line 2 from line 1 1 Z S.F. 4 Total Lot Area �Z S.�. Proposed Hardcover Percentage [(3}=(4)] ��j,�j °/a Packef Last Updatad.� January 2015 This is an lnformation packet regarding Hardcover. Every elfort has been made to ensure the accirracy of the infamation contained herein;i�olvever,if any information is nof consisfent►vrth provlsions of the City Cade,the Code provisions�vi11 preva!!. Page 17 /1L,G�lIQ f Zl � q •Ir�IX� '[✓✓ "E"1 � �� / LEGAL DESCRIPTION: � EXISTING HARD COVER AREAS µ*^ •"" ° HAN NAFO RD + The land referred to is si[uated in the S[a[e of MN,County of 1 4am Hennepin,and is described as follows:(PER DOC.NO. 75-250'ZONE FROM O.H.W. 0-75'ZONE FROM O.H.W. Parcel 1:That part of Lot 2 and vacated portion of Cen[er Avenue R ES I D E N C E `::., AA HOUSE 3,721 SQ.FT. KK. HOUSE 10 SQ.Fr. i:'c;�,. described as follows:Be innin at the intersection of the BB REAR DECK 146 SQ.FT. f_'n: NORiH LNE OF SOU7H�00 FEE7 OF l0T I-- Westerl extension of the Northerl line of said Lot 2 with the LL DECK 940 SQ.FT. I 'o _ : \ . - Y Y CC DRIVE 5,118 SQ.FT. MM SO.WALK 226 SQ.fT. .`� ` - '�- , -- � Northerl extension of[he westerly line of Lot 3 thente Southerly ��.��'• -�� DD FRONT DECK 478 SQ.tT. NN NO.WALK 26 SQ.FT. I '::'�::� � -'�„ i along sa d Northerl extension of said Westerly line to the EE 50.WALK 359 SQ.FT, 00 PILIAR 36 SQ.FT. � � ��++�� (ASSUMED BEARING) �'� � � �� -. . Southwest mrner of said Lot 2;thence Easterty deflecting m the Ff NO.WALK 3215Q.FT. TOTAI 1,238SQ.Ff. v'�� ' �� ru*� T - =rm '� , � ,�� e'tm� ORONO MINNESOTA GG REAR STOOP 87 SQ.Ff. ' " - ' � � � , lek 90 deg�ees 46 minutes to the shore of Lake Minnetonka; + <t8,t9054.�.�NzoNe �. . N900000'E 247.13��"' �_°'_2°0 * � sF sF �� thence Nottherly along said shore line m the Northerl line of HH 71ANTER(PILLAR 98 SQ.FT. 6.8%HARD SURFACE AREA IN ZONE PnRi oF�07 7 i` ^ , � oP.s r cervce ;"- �;:; ,. <- ::�.` �.,,.,_� „�w J'`� i � �,t, a said Lot 2;thence Westerly along said Northerly line of said Lot II AGGREGATE 240 SQ.FT. � �"�i� -' ro r,,,,� + w. �,�1z �-.�..J`x-�-eY, `v' � . "'�O� lr� O1 and the same extended m the point of beginning in TOTAL 10,565 SQ.Ff. TOTAL HARD SURfACE BOTH ZONES v .an `_ (I � B1� / � i � : - � i , =31,567 SQ FT.IN 20NE ��" _�p-� C � --� � i sEr+ee Pi�e � , .�y � � `i °i Rearrangement of Orono Point,according to the plat thereof on 1 l� 1 file or of record in the office of the Re ister of Deeds in and for 33.5%HARD SURPACE AREA IN ZONE TOTAL 11,806 SQ.Ff. �,- -" NL ,�L � o ��B.a /fj7��`/'j IC' N ��as�y, g CONTACT: +49,721 SQ.FT.W ZONE �Yi P � vn i 's . . � said Counry. } 23J%HARD SURFACE AREA IN ZONE � � �o�a.& � � wToco�RT � T°w� ��No �\ �'j � i ` c-a N (Certifcate No.656982) TRAVIS VAN LIERE � N n 'P�oM1��`a { � "� � � �E" \ �`""'° i 1 "-'' �..n.n.�� p Parcel 2�The South 100 feet of Lot 1;That art of Lot 10 and NL$LANDSCAPE ARCHITECTURE n f � ° r" _`_-- `-,;, 'r- �-- -` - --r'-1�- z P 2111STSTREETNORTH#350 3 `� � i F �� qG� eo ;i�si�er,>ao 5 i � that part of Cenrer Avenue as placted bu[now abandoned, PROPOSED HARD COVER AREAS , � 1al'v� � oe. � � � � described as beginning at the Southwest corner of�ot 2;thence MINNEAPOLIS,MN 55406 t �' yW � L�J e�� ° , q � � i � i�u "� ...n `�I � Northerly along the extension of the Wes[erly line of Lot 3 to its PHONE:612J60.094 75-250'ZONE FROM O.H.W. o � � � 1 � � �I ,� � �� i N A intersection with the extension of the North line of the South 100 EMAIL:[ravis@tvlstudio.com 0-75'ZONE FROM O.H.W. �1 � � � �� GARAGE --{ �p � I i ; � I�� . feet of Lo[1;thence East to[he Nor[hwest mrner of[he South A HOUSE 4,552SD.FT. SEEARCHDWG oN I °'-'z"-�11 i `\�` 0 1 � - �� I �� i �'�,� 100 feet of Lot 1 thence Southerly along the Westerly Ime of Lots B DRIVEWAY 5,243 SQ.FT. 0%HARD SURFACE AREA IN ZONE � �� /- _� �� nv�E __� �I �g ��o i� � g ''��r � I 1 and 2 ro the place of begmning lying North of the Westerly C LAKE TERRACE 1,138 SQ.FT. � Q � 1�� ,++ �� 3�� '` al o w �� °"� rv a extension of the South line of sald Lot 7;all m Rearrangemen[of D MASTER TERRACE 298 SQ.FT. 1 ^ I � �Z' � S � ��-'' �i ��z i� i � i 'I ,�ro '^ Y Orono Pomt,accordmg to[he recorded plat[hereof on f le and of E. ENTRY COURT 327 S�.FT. 3 � i 2 i r-� +�.. � i a m 1 � '� � � HOUSE � w r�� I '� j N w record in the office of the Register of Deedz,Hennepin Counry, COUNTY/CITY: F. ENTRV WALL 124 S�.FT. TOTAL HARD COVER AREA: �ro �,d+,^, � - or+ �� i L�..u« i Z Minnesota.(Cercificate No.656981) � G. A G GR E G A T E 1 1 7 S�.F T. � . ' � � w SEEMCHDwG9 I� i �s� � " ;r I � Z +g3 3-"" If>>sx N s� I � ;'4"" , H E N N E P I N H. AC UNITS 24 SQ.FT TOTAL 71,821 SQ.FT. 1 I,��+�*u _ - j°�% � I vFFE I' i � I I ''� �av. i +uzn Parcel 3:those arts of Lots 2 and 3,Rearran emen[of Orono I. TOTAL 11,821 SQ.FT. LOT SIZE(TO OHN� =49,721(1.14 AC) � 1�- oPo CEj1 1 }/^`� ` J C5 �� J �� _--}--_�,i . � ,'._ �j � Point,ac[ording to the recorded plat[hereof,described as C O U N TY =31,567 SQ.FT.IN ZONE 23.8%HARD SURFACE ON LOT \ STUR ,1 + `� I� �--- I,�--�- -- ' e�p � '�I rV� I � � I � \ � � � ��_ , - � follows.Be ginnin g a[the Northwest mmer of said Lot 3;thence 37.4%HARD SURFACE AREA IN ZONE � � ENT � E � ------ 'tJ7.9-�---- +.r m 25%OF TOTAL= 12,430.25 3 �I �:��co _ ��I n rv�x�� 1 ��E� y� � � p� � ��yao i aum. =- �� sou[heas[erly,along a line drawn at an angle of 64 degrees 33 C �TV � F Z �i _ 01 �B�` E rwArs�u�� $ � 3� 1 f" I ' .w.� o W minutes 30 seconds from the westerly line of said Lot 3,as o O c__� T� ouNo - i '� ,�� " � measured from south to east,to the shore of Lake Minnetonka; � R O N C]� � G � �� t G 'J r-� �� '""d � '� f' �� .\ e thence northerly along said shore,to an inrersection with a line � \ 1 1 ',' � �oi i °1 Z drawn from the point of beginning,at an angle of 90 degrees 46 W \ . � "'� --�- - °1 minutes from the westerly hne of said Lot 3,as measured from PROPOSED LAKESHORE SETBACK 1 r � �% p 1 �ar z i; n Q n \Q , �PLANTING � � � Z the southeast to nottheast;thence southwesterly,along said line DISTURBANCE CALCULATIONS: � � ' � ��1 �� L� �� .g., ` � so drewn to the point of beginning. + , �'n' � - _ � +rom10owa °�e� �� 3 � LAKESHORE SET&4CK DISTUR&4NCE AS SHOWN �,` � Z \�E� �� i� �� 4�a i 3°�'�°�'�°�,yw�� + -� I I � ��. u � EASEMENT NOTE: PROPOSEDCUT 5.61 CU.YDS. �°t\ s "` �� ` �R` ; �I � � I `� J� i � T��E ��10 � �'�� I �� y ,�y ' � NO TITLEWORK WAS PROVIDED FOR THE PREPARATION OF THIS PROPOSED FILL 4092 CU.YDS �p � �``r L�o�uwdi � �ro g Y _ _ � , Z SURVEY. ADDITIONAL EQSEMENTS OF WHICH WE ARE UNAWARE REVISIONS: PROPOSED NEf 3531 CU.YDS. � z� � I � % .t w "u�,a I I �� . � MAY EXIST. 4 1`-' 1� � � �� C-' � �' P RCEL NO 11 �+�,�o �� O o w onre REvisioN o ,. � _ _'�n_ / �� I T� "T"" �'� ��O � 4 , Y DESCRIPTION NOTES: oz-oa ie iNina�issue EXISTING HARD COVER AREA KEY: � �� -` �-`=�° __ �NG�� °"L0 � �� "�� «� '` % + oz 19-16 FIELD UPDATES � � � ' ! o I THE A60VE LEGAL DESCRIPTION WAS TAKEN FROM WARRANTY 03-OS-16 CITY REVISIONS 4 , O 4i 'a � �� ^ i t � w I �� . � 1A°.��-' Q DEED DOG NO. 3176023. IT APPEARS THAT PARCELS 7 AND 2 03-10-16 TOTAL AREA UPDATE • \ I � i U ``=- 1� i � . _______ g�/ 'f�� . \�.\ � -� J HAVE BEEN COMBWED UNDER CERTIFICATE OF TITLE N0. 04-05-16 E7CISTING PATH REMOVED 1 � � ' Op. /'�_�__ ""____ _____ g� _ p N �7p /-'Z g `_ � . �op. I/ � ,� i 1027352. PARCEL 3 IS LISTED AS ABSTRACT PROFERTV. IT IS � � EXISTWG PATM i 4 �� CLEAR THAT A PORTION OP PARCEI 3 DOES REMAIN IN . -. O w� � -�� f'2 �1 ---- �riF � � '`S � „ A6STRACT,BUT A PORTION MAY BE COVERED BV CERTIFUCATE IF �v � _ y - ' - - "'= 4� i �� Y � TITLE NO.47412�. IT IS UNCLEAR IF THAT CERTIFICATE HAS BEEN ...�� . - u �TO BE REMOVED ; � "�p� � ��,I � BROUGHT UP TO DATE. PLEASE CONTACT TITLE PROFESSIONAL$ I (GC�i�', � 1 � � ,� f�� AND/OR LEGAL COUNSEL FOR REVIEW OF THIS MATTER. "�' �� '" � ouanrw .y �'p'; bo-=' ' �m � � `�ROEN � (� '`�}6MDEN �, CERTIFICATION: � __ `' __ � (�� ; , ,` � . � �.u„ ! + . , ��1 i -� ,,i� 3��SIpEYAR ` r EXISTINGPATH �.» AREA: ♦ � � � r I �� ' � (KK; Z °" \ �� / �S K� ��_ � Raui� I. �� TO BE REMOVED� �'�� I he�eby cert�fy tha[Ih�s pian was preparetl by `- - - r--.r .�---� - ��,r y�- v� � ` �T CpRNC^9�T I 4 me or under mv d-rec�suverv s on ano�na�i am I I I , - - ,- ��'� - - �� ' � i T1pRN 5 �ORN �� Y/�� . �,_ �� ,,,," ''aa t� PARCEL AREA =49,721 SQ FT.±/1.14 ACRES+ a auly�icensed�ana su�vewr unae�me iaws or B \ ' 1��J� � � �� ,��i �! ` I SOU7N�St � �l �.a.t \�� `V �r'M [he state o(Mlnnesota. � r� ;�. � � �BB; �, � � , �R ' � , , I � ; �-, ( II ; 81 I `--� -� I I N�n � � � s�` ' - � TITLE NOTES: {._�or z � � -� I � � OT �LO1 3� nn e� _ i � � i � � � ! ;HH; ' , a�_� y ; � r �., - #'.. # + � O [ � 1 b ApvRO%.LOCATION � h-�-�'� "�i i �' � f/,�A) i i �, p�`yO� �oF wE�� -PARC EL N� - I NO TITLEWORK WAS SUBMITTED POR OUR REVIEW. oa el�.Thurmez aeqisnaron umber.isn e � ' ' 9`� �� `°s'u ..uu `n" 'I w�e 02-03-16 I �� i-,`i i i � 1 i � - --- --- ;�- � I �DD,d I I � j S, � I ' � �a�s�,�p°�` ,_ ..», � � # # �`� .� � TITLE NOTES: � i �. ,i i i o� , ��i i i .I � _"N7 '�� + I .-'� i L_ i i`� i i i ' � I � '6•7�' 7°33' v � TIER t � 1 1 � .u� �� -� `-�- ' `�I I - 6� 43^W � ' PROJECT LOCATION: I --�'"� � ;� -- (CC;� ';'Y/`I � � _ 81 / ( i � ; Z06.5�,__ ____ 11� n �fi + ._I _ � � .r I I � ; �� I �+�s.8. ' ---� I ��I ' + BENCHMARKS � � � O .� � �.� (CC; � � `i I ------' � �� x BRACKEfTS POINT ROAD - BENCHMARK:STANDARD DISC SOUTHEAST CORNER l' I ��- � �i i i ' �` . Y'-o3rao � �A BRIDGE NO.R58.CSAH#51 CRYSTAL&4V�NORTH I o' i I ` !`\ �L_�•f ARMBftIDGE= 947.21 PID#1 1 11723320018 -� -�- -T J - - - LEGEND: 0 20 40 SURVEY NOTES: p `I\\ _N ur- \ , o� i + + , �'i � 1. ORIGINAL SURVEY PREPARED BY KIM A.REAUME OF � � • rouNo MONUMErvr uNOERCRouNo TE�EPnonE PRECISION SURVEYS. \\ , $I / I \ p se7 t/z"ieoN wae -a d- oveaHe.co unuiv 2. UNDERGROUND UTILITIES SHOWN PER VISIBLE I ;C�� g ` MARKEDRl5N0.25118 + � � � *� cne�e rv aeoesrn� -� � UNDERGROUND GAS NORTH FEATURES AND AS-BUILTS PLANS PROVIDED BY THE I - „ ` _ ,/� � \ -' '- snNirnav sevea CI1Y OF ORONO. � Suice#- ` nC nie coNoiTioNea __ 3. THERE MAV SOME UNDERGROUND UTILITIES,GAS, 6750 Stillwater Blvd.N , � � � e�e[ikic nteiek -�-�- FENCE ELELTRIC,ETC.NOT SHOWN OR LOCATED. Stillwater,MN 5508e L______J I Ev e�ecraie aEoesra� PRovoseo sar FeNce Ghone 651275.8965 1 � � # ucHrro�E cuae�Ncicau PROPOSED ELEVATIONS: FLOOD WFORMATION: Fax55�.z�s.ae�e 1 C -___�_230---= CONTOURS 4 4 danC i I c- cuv wBE pRovosEo coNiouR GARAGE FLOOR =934.8 BV GRAPHIC PLOTTING,TNIS PROPERN IS WITHM cssurvey ;�� p eowER vo�E IOWEST FLOOR =932.5 ZONE"x"OF FLOOD WSURANCE R,4TE MAP, .net � � � O GASMANHOIE +py�3p PR070SEDSPOTE�EVATION � ��... � �ay vROPoSED D�RECnoN ov oRniNAGE MAIN FLOOR =936.8 COMMUNITV PANEL N0.270760306E WITH AN � 1 I ' � cns MereR '-� FOUNDATION#1 =934.8 EFfECTNE DATE OF SEPTEMBER 2,2004. , y � � o TE�EPMONE a�oesTa� � FOUNDATION#2 =934.3 � � � � snN�rnRva�,NouT ��% Hna°ocovEn�e�EiNT POUNOATiON#3 =935.6 ZONWG&SETBACK � / � SANITARV MANHOLE , + � � � i�? DENorEs PRoroSED 'ALL ZONING AND SETBACK INPO PER TVLSTUD105 � ' � `.i"I � HYDRANr ��y� HARDCOVER ELEMENT ELEVATIONS BV OTHERS(SEE ARCHITECTURE AND ZONING:RR-1 B � wniek we�� LANDSCAPE ARCHITECfURE PLANS FOR DEfAILS. C O R N E RSTO N E �' / O r-� DENorES VROPOSED � WATER METER I�I SETBACKS: �_ 1 � � �_� roP ov rourvoni�i u *PROPOSED BUILDING PLAN AND INfORMAT10N PER ► � i �re mnu soX �'+�r C^ FRONT/STREET: 50 FEET .1I x950.0 SroTE�evnnoN REC SNOWKREIUCHARCHITECTSFE6.1,2016. LAND SURVEYING� INC. � / ' ' ' � .. _ _ - I V G�� SIDE: 30 FEET � � � _ �WE coNivEROUs iREE «.GRADING AND SITE PLAN INFORMATION PER TRAVIS REAR: 50 FEET `�� I -1�F � / � �� ' ^^�� VAN LIERE STUDIOS MAR.1 2016. FILE NAME 7 SURVTVLOI � DECIDUOUS TREE � �1 y CALL BFFORE YW OIGI . � a�� C:1 G PROJECT NO. TVL16001 - - - - - - - - - - *"*CONTRACTOR TO VERIFY ALL DIMENSIONS -! � ELEVATIONS WITH FINAL CONSTRUCfION DOCUMENTS Gopher State One Call pROPOSED IMPROVEMENTS NO BEFORECONSTRUCTION. ivnNcmueu:esi-�s�-000z � � I;�I OF �R� T�LLF0.EE: 1-800-]52-116fi SURVEY CITY GENERALNOTES ftEMOVALS NOTES PLANTING NOTES LEGEND SYMBOLS ABREVIATIONS 1.USEOFTMEWIXi�CONTMCTON'INTHEORAWINGSINOIUTESBOTHTIE TMISPRQIECTREIXIiRESRTREEPERM?FO(2CONSTRUCTIONACTIVITY.THE RLLPUNiMATERIAL3MN.LBEWMR/uYiEO9VTNECONTiUCTORFORp MIERIGHSWITIdSeBILRIES�CT GENEfULCONTMCTOAMI�PLLSUBCONTRACTOR30NTHEPROJfCT. 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F Hannaford Residence � �.r.�,z� a,.a a� _ �; G ne eral Info- o s� Landscape : ��t � o,A�< �w R 2€ a�« a � �§ L001 ' GENERALNOTES: i.SEESHEETLOOIFOR GENEFRLNOTES. 2.RE RTOMCHITECTUPALORAWINGSFOIiBUILDINGINFORM TON. 3.ELECTRICrLLCONTRpCTORMECWWICALCIXiTRRCtIXi,NNO1RRIG4TION . CONTRACTORTOCOORDINATEW/PAVING,CONCRETE,AN�WALL T V L S CONTRACTORS ON SLEEVE LOCATIONS UNDER DRIVEWAVS,WALKS,FNO WALLS �.REFER TO SHEET L�10 FOR EXISTING CONDITONS PLPN FOR BOUN�FRV NFOfiMAT10N.�YLCONSTRUCTiONSTAKINGMU5T9EPERFORMEOBYA LqNDSCAGEARCHITECTURE REGISTERE�lAN�SURVEYOR 5.DpIlOTSCPLETHEDRA`MNG3.WRITfEN01MEN51qJ5METOBEUSEDiOR LV.YOUr WORK. .THECONTRACTORSMALLIMMEOITTELYNOTIFYTNElANOSCRFEMCHITECT M1CIE5. ].ALL 5'.TE ELEMENTS SHFLL BE STN(E�IN TNE FIELp RNDAFGFOVED BY � UN0.5CRVE ARCMITECT Pq1IXt TO CONSTRUCTION. M�MnEwaais,n�ss�os � . B.AUTOCADFILERVAItABLETOCONTfiACTORUPONREQUESTiORFIF�n UYOU�. Mnwb<am � LEGEND \ � n \ E%iSTING CONTOUF � /� . . E%ISTINGSPOTELEVRTION �T . 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TIECONTMCiORSHPLLUSE�E&GNHTEOCONSTRUGTOHENiRANCESAND $ STAGING�REAS. - TREE PROTECTION DETAIL BIOROLL LOG ^�^a°-��>�^,;,�,�,�„ ROOT PRUNING OF EXISTING TREES,TYP. �y� °� 5 St'ale:NTS s Scale:NTS 7 Scale:NTS ,,,,,,,,,,,,,,,,,,r, 8 wM�.,n�viav�xuee. a � .�.�. e � NOTE: 5 � E � a e � _ � Hannaford Residence � �.��.�.� waa e' Erosion Control-Site � �: Details _ €f "� R �� M �F -= L601 F 9� F � Roger Peitso From: Roger Peitso Sent: Wednesday, March 23, 2016 5:20 PM To: 'pete@Welchforsman.com' Cc: Jeremy Barnhart; Christine Mattson Subject: 1220 Brackets Point Road Pete, Here are the details I talked to you about on the phone about today. 1. Provide details for the radon system and location of the sump basket(s) 2. FYI if any of the ductwork for heating the house is outside of the building envelope duct testing is required. 3. Provide specifications for the connectors for the cast stone pieces. 4. What codes is this building being constructed under, the structural plans reference the IBC. 5. Special inspections are being called out so; a. Who is doing the inspections? b. What is the inspection schedule? c. I will need copies of the inspection reports, field notes and final assessments. 6. All details show the weather barrier being terminated behind the flashing, the water resistive barrier is required to terminate on top of the flashing per the 2015 Minnesota Residential Code Sec. R703.7 7. Will the 1" space between the brick and the sheathing be grouted full or not? 8. Will the ledger plate attached to the I-beams for the L5 X 5 X 3/8 for the brick ledge as shown 7/S6.2 be attached to the wood framing?Also what will be done at these similar locations for flashing and drainage? These are very elaborate plans and I have spent 4 or 5 hours getting familiar with them and I hope I have caught everything that might come into question. I will be reviewing these plans more tomorrow so I will be in contact you as soon as possible if I have any more questions. Sincerely, City of Orono Roger Peitso Building Official City of Orono Phone: 952-249-4600 Direct: 952-249-4625 Email: rpeitsoCa�ci.orono.mn.us Fax: 952-249-4616 :�� i 3 .. , �p � -� ; � � , �•,,c,r��.'��"�`. 1 � Roger Peitso From: Pete Welch <Pete@welchforsman.com> Sent: Thursday, March 24, 2016 12:08 PM To: Roger Peitso; Don Forsman; Kar-Keat Chong (kar-keat@snowkreilich.com) Cc: Matthew Kreilich; Christina Stark; Pete Welch Subject: RE: 1220 Brackets Point Road Roger, We have compiled the information asked in items 1-S. Please see the answers below in red. Let us know if there is anything else required for your review. If so, please copy all on this email thread. Thank you, Pete Welch From: Kar-Keat Chong [mailto:kar-keat@snowkreilich.com] Sent:Thursday, March 24, 2016 11:31 AM To: Pete Welch <Pete@welchforsman.com>; Don Forsman <Don@welchforsman.com> Cc: Matthew Kreilich <matt@snowkreilich.com>; Christina Stark<christina@snowkreilich.com> Subject: RE: 1220 Brackets Point Road Hi Pete, Please see consolidated answers below to Roger's questions. Please review and send off as you see fit. Thanks. Kar-Keat Chong Kar-KeatCa�snowkreilich.com 612.752.0270 d From: Pete Welch [mailto:Pete@welchforsman.com] Sent: Wednesday, March 23, 2016 5:43 PM To: Kar-Keat Chong<kar-keat@snowkreilich.com>; Don Forsman<Don@welchforsman.com> Cc: Pete Welch<Pete@welchforsman.com> Subject: FW: 1220 Brackets Point Road Ka r-Keat, Please review the questions from Roger. I will check with you in the morning so we are working on each of the answers. Thanks, pete From: Roger Peitso [mailto:rpeitso@ci.orono.mn.usJ Sent:Wednesday, March 23, 2016 5:20 PM To: Pete Welch <Pete@welchforsman.com> Cc:Jeremy Barnhart<jbarnhart@ci.orono.mn.us>; Christine Mattson <CMattson@ci.orono.mn.us> Subject: 1220 Brackets Point Road 1 ' Pete, Here are the detaiis I talked to you about on the phone about today. 1. Provide details for the radon system and location of the sump basket(s) We will be installing 2 sump baskets/ pumps in the crawl space ( locations to be determined ). There will be one 3" ABS passive Radon vent connected to one of the sump baskets and piped up thru the roof. 2. FYI if any of the ductwork for heating the house is outside of the building envelope duct testing is required. All of the ductwork wil! be Aero-sealed &tested whether in or out of the envelope. 3. Provide specifications for the connectors for the cast stone pieces. The Cast-stone pieces spanning 7'-10" or 9'-6" openings will be supported at each end by the brick. Masonry ties and split tail angles at panel ends will be used to connect to structural framing for lateral support. Please see attached sketches. Cast-stone pieces at openings iarger than 9'-6" will be supported by structural steel tube spanning the openings. 4. What codes is this building being constructed under, the structural plans reference the IBC. The building will be constructed under Minnesota Residential Code 2015. The structural design was completed under the IBC 2012 with Minnesota Amendments. 5. Special inspections are being called out so; a. Who is doing the inspections? b. What is the inspection schedule? c. I will need copies of the inspection reports, field notes and final assessments. Per the code the Special Inspector is to be hired by the owner. Special testing agency and inspection schedule will be provided when the agency is hired. 6. All details show the weather barrier being terminated behind the flashing, the water resistive barrier is required to terminate on top of the flashing per the 2015 Minnesota Residential Code Sec. R703.7; The details will be revised for the weather barrier to terminate on top of the flashing to comply with Sec R703.7. 7. Will the 1" space between the brick and the sheathing be grouted full or not? The 1" space between the brick and sheathing will not be grouted. 8. Will the ledger plate attached to the I-beams for the L5 X 5 X 3/8 for the brick ledge as shown 7/S6.2 be attached to the wood framing?Also what will be done at these similar locations for flashing and drainage? All the ledger angles are connected to vertical plates welded to a steel beam. None of the ledger angles are supported by wood framing. The flashing and drainage will be constructed to comply with Sec R703.7. These are very elaborate plans and I have spent 4 or 5 hours getting familiar with them and I hope I have caught everything that might come into question. I will be reviewing these plans more tomorrow so I will be in contact you as soon as possible if I have any more questions. Sincerely, City of Orono z , Roger Peitso From: Kar-Keat Chong <kar-keat@snowkreilich.com> Sent: Thursday, March 24, 2016 1:51 PM To: Roger Peitso Cc: Pete Welch Subject: RE: 1220 Brackets Point Road Attachments: 2016_02_10 Hannaford cast-stone support.pdf Roger, I noticed the attachment is missing for question 3 from Pete's email. I have attached the sketches for your review. Thank you. Kar-Keat Chong Kar-Keat(a�snowkreilich.com �12.752.027Q d From: Pete Welch [mailto:Pete@welchforsman.com] Sent:Thursday, March 24, 2016 12:08 PM To: Roger Peitso <rpeitso@ci.orono.mn.us>; Don Forsman <Don@welchforsman.com>; Kar-Keat Chong<kar- keat@snowkreilich.com> Cc: Matthew Kreilich <matt@snowkreilich.com>; Christina Stark<christina@snowkreilich.com>; Pete Welch <Pete@welchforsman.com> Subject: RE: 1220 Brackets Point Road Roger, We have compiled the information asked in items 1-8. Please see the answers below in red. Let us know if there is anything else required for your review. If so, please copy all on this email thread. Thank you, Pete Welch From: Kar-Keat Chong [mailto:kar-keat@snowkreilich.com] Sent:Thursday, March 24, 2016 11:31 AM To: Pete Welch <Pete@welchforsman.com>; Don Forsman <Don@welchforsman.com> Cc: Matthew Kreilich <matt@snowkreilich.com>; Christina Stark<christina@snowkreilich.com> Subject: RE: 1220 Brackets Point Road Hi Pete, Please see consolidated answers below to Roger's questions. Please review and send off as you see fit. Thanks. Kar-Keat Chong Kar-Keat(a�snowkreilich.com �12.?52.4270 d 1 Roger Peitso From: Roger Peitso Sent: Thursday, March 24, 2016 1:58 PM To: 'Pete Welch' Cc: Christine Mattson;Jeremy Barnhart Subject: RE: 1220 Brackets Point Road Pete, When can you get me the revised pages with the new details?Are you going to provide 2 sets of new plans or two sets of amended pages? #1 the radon piping is required to be installed within the heated space. Please show were the locations of the piping and baskets on the revised plans. Also are you installing drain tile around the entire perimeter? #3 There were no sketches attached to my e-mail. It would be better if they were reflected in the amended plans. #5 We will need the Special Inspections form before any concrete inspections can be done. Any questions please call. Sincerely, Roger From: Pete Welch [mailto:Pete@welchforsman.com] Sent:Thursday, March 24, 2016 12:08 PM To: Roger Peitso <rpeitso@ci.orono.mn.us>; Don Forsman <Don@welchforsman.com>; Kar-Keat Chong (kar- keat@snowkreilich.com) <kar-keat@snowkreilich.com> Cc: Matthew Kreilich<matt@snowkreilich.com>; Christina Stark<christina@snowkreilich.com>; Pete Welch <Pete@welchforsman.com> Subject: RE: 1220 Brackets Point Road Roger, We have compiled the information asked in items 1-8. Please see the answers below in red. Let us know if there is anything else required for your review. If so, please copy alf on this email thread. Thank you, Pete Welch From: Kar-Keat Chong [mailto:kar-keat@snowkreilich.com] Sent:Thursday, March 24, 2016 11:31 AM 1 � Roger Peitso From: Pete Welch <Pete@welchforsman.com> Sent: Thursday, March 24, 2016 2:30 PM To: Roger Peitso; Kar-Keat Chong Subject: RE: 1220 Brackets Point Road Hi Roger, I just spoke to Kar-Keat about the revised pages. He told me it will take until Monday or Tuesday to do the changes and print two sets for me to pick up. I will bring thenm to Orono as soon as available. Thank you for the attention to this. Pete Welch From: Roger Peitso [mailto:rpeitso@ci.orono.mn.us] Sent:Thursday, March 24, 2016 2:02 PM To: Kar-Keat Chong<kar-keat@snowkreilich.com> Cc: Pete Welch <Pete@welchforsman.com> Subject: RE: 1220 Brackets Point Road Thanks, Roger From: Kar-Keat Chong [mailto:kar-keat@snowkreilich.com] Sent:Thursday, March 24, 2016 1:51 PM To: Roger Peitso<rpeitso@ci.orono.mn.us> Cc: Pete Welch <Pete@welchforsman.com> Subject: RE: 1220 Brackets Point Road Roger, I noticed the attachment is missing for question 3 from Pete's email. I have attached the sketches for your review. Thank you. Kar-Keat Chong Kar-KeatCa�snowkreilich.com 61�.752.Q27t3 d From: Pete Welch [mailto:Pete@welchforsman.com] Sent:Thursday, March 24, 2016 12:08 PM To: Roger Peitso<rpeitso@ci.orono.mn.us>; Don Forsman <Don@welchforsman.com>; Kar-Keat Chong<kar- keat@snowkreilich.com> Cc: Matthew Kreilich<matt@snowkreilich.com>; Christina Stark<christina@snowkreilich.com>; Pete Welch <Pete@welchforsman.com> Subject: RE: 1220 Brackets Point Road Roger, 1 Roger Peitso From: Roger Peitso Sent: Thursday, March 24, 2016 3:04 PM To: 'Pete Welch'; Kar-Keat Chong Subject: RE: 1220 Brackets Point Road Attachments: Special Inspection_testing.pdf Pete, Attached is a copy of the Specials Inspections form if your architect or engineer does not one. Thanks, Roger From: Pete Welch [mailto:Pete@welchforsman.com] Sent:Thursday, March 24, 2016 2:30 PM To: Roger Peitso <rpeitso@ci.orono.mn.us>; Kar-Keat Chong<kar-keat@snowkreilich.com> Subject: RE: 1220 Brackets Point Road Hi Roger, I just spoke to Kar-Keat about the revised pages. He told me it will take until Monday or Tuesday to do the changes and print two sets for me to pick up. I will bring thenm to Orono as soon as available. Thank you for the attention to this. Pete Welch From: Roger Peitso fmailto:rpeitso@ci.orono.mn.us] Sent:Thursday, March 24, 2016 2:02 PM To: Kar-Keat Chong<kar-keat@snowkreilich.com> Cc: Pete Welch<Pete@welchforsman.com> Subject: RE: 1220 Brackets Point Road Thanks, Roger From: Kar-Keat Chong [mailto:kar-keat@snowkreilich.com] Sent:Thursday, March 24, 2016 1:51 PM To: Roger Peitso <rpeitso@ci.orono.mn.us> Cc: Pete Welch<Pete@welchforsman.com> Subject: RE: 1220 Brackets Point Road Roger, I noticed the attachment is missing for question 3 from Pete's email. I have attached the sketches for your review. 1 � Roger Peitso From: Roger Peitso Sent: Friday, April 01, 2016 11:44 AM To: 'Kar-Keat Chong' Cc: Pete Welch; Christine Mattson; Melanie Curtis Subject: RE: 1220 Bracketts Point Road Ka r-Keat, This is just what I was looking for. Thanks, Roger From: Kar-Keat Chong [mailto:kar-keat@snowkreilich.com] Sent: Friday,April 01, 2016 11:43 AM To: Roger Peitso<rpeitso@ci.orono.mn.us> Cc: Pete Welch<Pete@welchforsman.com>; Christine Mattson <CMattson@ci.orono.mn.us>; Melanie Curtis <MCurtis@ci.orono.mn.us> Subject: RE: 1220 Bracketts Point Road Hello Roger, I am responding to your questions below. 1) Do you want to see a final location of the Radon vent pipe marked up on the plan or can this be field locate? 2) I have noted the roof drain discharge locations at the attached exterior elevations sheet. Is this what you are looking for? I'll give you a call to touch base as well. Kar-Keat Chong Kar-KeatCa�snowkreilich.com 612.7�2.t�270 d From: Pete Welch [mailto:Pete@welchforsman.com] Sent:Thursday, March 31, 2016 4:27 PM To: Kar-Keat Chong<kar-keat@snowkreilich.com> Subject: Fwd: 1220 Bracketts Point Road Sent from my iPhone Begin forwarded message: From: Roger Peitso<rpeitso@ci.orono.mn.us> Date: March 31, 2016 at 4:21:57 PM CDT To: Pete Welch <Pete@welchforsman.com> 1 Cc: Christine Mattson <CMattson@ci.orono.mn.us>, Melanie Curtis<MCurtis@ci.orono.mn.us> � Subject: 1220 Bracketts Point Road Pete, I have received your amended plans but I did not see any details of where the roof drains or the radon venting was going to be located and the terminations of the roof drains. I understand you won't have the information for the Special inspections until you hire someone. We will need the information for the Special inspections before we can do any the footing inspections. Any questions please give me a call. Sincerely, City of Orono Roger Peitso Building Official City of Orono Phone: 952-249-4600 Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 x 2 Christine Mattson From: Adam Edwards Sent: Monday, March 14, 2016 6:03 PM To: Christine Mattson Subject: RE: 1220 Bracketts Point Road/#2016-00133 Chris, i stamped the grading plan approved. A separate utility connection permit will be required for the sanitary reconnection. Perimeter erosion control measures should be installed by the Contractor and inspected by the City prior to any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection. Adam From: Christine Mattson Sent: Monday, March 14, 2016 4:14 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: FW: 1220 Bracketts Point Road/#2016-00133 We received an updated survey and plans for 1220 Bracketts Pont Road. Please review and provide comments. Thank you! From:Adam Edwards Sent: Friday, February 12, 2016 3:31 PM To: Christine Mattson<CMattson@ci.orono.mn.us> Cc: Melanie Curtis<MCurtis@ci.orono.mn.us> Subject: RE: 1220 Bracketts Point Road/#2016-00133 Chris, I've reviewed the subject site/grading plan and offer the following comments: 1. The plan does not depict the sanitary service line locations. A utilities permit will be required for disconnection and reconnection. 2. The plan shows the AC units are further than 5ft from the structure they service. This violates Sec. 78-1405. 3. The plan shows grading within the 75ft Lakeshore setback. Cut and fill calculations should be provided. If the amount exceeds 50 cubic Yards a CUP will be required. 4. The plan depic#s a �2 ft metal wall structure in the 75 ft Lakeshore setback. Allowed? Adam i From: Christine Mattson Sent:Thursday, February 11, 2016 3:00 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: 1220 Bracketts Point Road/#2016-00133 Adam, We received a building permit for a new single family home at 1220 Bracketts Point Road. Please review and provide comments. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ! Orono a MN j 55356 (physical addressJ PO Box 66 i Crystal Bay � MN ; 55323-0066 (mailing addressJ 'la' 952.249.4620 ; 8 952.249.4616 � cmattson@ci.orono.mn.us ; � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 15, 2016 2 Christine Mattson From: Christine Mattson Sent: Monday, February 22, 2016 1:05 PM To: 'pete@welchforsman.com' Cc: 'don@welchforsman.com'; 'bhanna1891 @aol.com'; 'jhannaford@khblaw.com'; 'kar- keat@snowkreilich.com'; 'dan@cssurvey.net'; Roger Peitso Subject: 1220 Bracketts Point Road/#2016-00133 Attachments: letter.pdf; 78-1405.pdf; Survey Requirements-August 2015.pdf; Demolotion Permit-07-2015 New Surcharge Fee.pdf; Sewer&Water Permit-2016 Fees.pdf Peter, Attached is a copy of the letter and enclosures being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356 (physical addressJ PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing address) `/�' 952.249.4620 � 8 952.249.4616 '� cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm i �o�o C ITY OF ORONO �, ,� Street Address: Mailing Address: Telephone(952)249-4600 y�, G` 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 l,q �, Orono, MN 55356 Crystal Bay, MN 55323 www.ci.orono.mn.us kFSHo� February 22, 2016 Peter Welch Welch Forsman Associates Incorporated 6026 Pillsbury Ave S Minneapolis, MN 55419 Re: Building Permit Application#2016-00133 1220 Bracketts Point Road On February 10, 2016 the City received a building permit application for a new principal structure. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. We have reviewed the survey and have the following comments: �`a. The survey does not depict the sanitary service line location. Please add this to the survey and provide an updated copy. v6� Please show the location of the well. ✓c. The survey shows the AC units are setback greater than 5 feet from the structure they serve which is in conflict with City Code Section 78-1405 (copy attached). Please have the AC units relocated to a conforming location and show the new location on an updated survey. ,-d. The survey shows grading within the lakeshore setback. The lakeshore setback is considered 75 feet �1G�'� � from of the ordinary high water level. Please have the surveyor provide cut and fill calculations. Note .�p ' S0 cubic yards or more of disturbance within the lakeshore setback will require a Conditional Use '�'' � Permit. �,; e. The survey and landscape plan show proposed metal edging retaining soil around mature trees within the lakeshore setback. Please provide additional details on the metal edging(material type,screening, etc.). 2. Landscape Plan. A landscape plan was submitted. Please have the hardcover removals and additions shown on the landscape plan, shown on the survey. We expect the landscape plan to match what is shown on the su rvey. 3. Minnehaha Creek Watershed Distrid (MCWD). Your project may trigger the Minnehaha Creek Watershed District's (MCWDs) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. February 22, 2016 1220 Bracketts Point Road Page 2 of 2 4. Separate City Permits Required for: a. Demolition b. Sewer Disconnection c. Sewer Connection The above information is required in order for the plan review to continue. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO �T� �� Christine Mattson Planning Assistant c via email Peter Welch, Welch Forsman Associates Don Forsman,Welch Forsman Associates Elizabeth &Jule Hannaford Kar-Keat Chong,Snow-Kreilich Architects Dan Thurmes, Cornerstone Land Surveying Roger Peitso, Building Official enclosures Orono, MN Code of Ordinances Page 1 of 6 Sec. 78-1405. - Nonencroachments. (a) The following shall not be considered to be encroachments on yard setback requirements: (1) Chimneys,flues, belt courses, leaders, sills, pilasters, lintels, ornamental features, cornices, eaves, gutters, and similar building elements, provided they do not extend more than two feet into a required yard. (2) Nameplate signs for one-family dwellings subject to the provisions of article X, division 4 of this chapter; lights for illuminating parking areas, loading areas or yards for safety and security purposes, provided the direct source of light is not visible from the public right-of-way or adjacent residential property and is located at least five feet from the front lot line; public utility poles and overhead lines; mailboxes. (3) Terraces, steps, uncovered porches, stoops or similar structures which do not extend above the height of the ground floor level of the principal building and extend to a distance of not less than two feet from any lot line. Window wells including those for fire egress which do not extend more than five feet from the building. Sidewalks, driveways and parking areas when constructed, located and used in compliance with other provisions contained within chapter 78. Driveways may extend to within five feet of a side lot line. (4) In side or rear yards only, bays or cantilevers not to exceed a depth of two feet nor to contain an aggregate area of more than 20 square feet, fire escapes not to exceed a width of three feet and a depth of four feet, and open off-street parking. (5) In rear yards only, balconies, breezeways, detached outdoor picnic shelters, laundry drying equipment, and recreational equipment except as otherwise regulated; no accessory structure shall be closer than five feet from a rear lot line. (5.1) Retaining walls, subject to the following provisions: a. Retaining walls may be located in all required yards when all of the following conditions are met: 1. The structure is located at least ten feet from the edge of the traveled roadway; 2. The structure is not located within a drainage, utility, or other easement, except upon approval in writing for an encroachment agreement by the city; or similar approval from another regulatory and/or utility agency; 3. The structure creates no impacts to drainage direction, rate or volume for adjacent properties. b. Retaining walls which do not exceed two feet in height above existing grade, which are located within the properry and at least five feet from any property line, and for which the amount of imported fill associated with the structure does not exceed 20 cubic yards, do not require a building or land alteration permit. c. Retaining walls exceeding two feet in height above existing grade or for which the amount of imported fill associated with the structure exceeds 20 cubic yards or which are located less than five feet from a property line, shall require a land alteration permit and upon recommendation of the building inspector may require city council review or a conditional use permit per the provisions of section 78-967. d. Retaining walls exceeding the allowed height of a fence in a given required yard shall be about:blank 2/22/2016 Orono, MN Code of Ordinances Page 2 of 6 located so as to meet the required accessory structure setbacks established for that yard. (6) In side yards only, no accessory structure shall be closer than ten feet from any side lot line. (7) Air conditioning or heating equipment may be located within a required yard but shall be located within five feet of the building it serves; shall not be located within an existing or required drainage and/or utility easement; and shall be located at least five feet from any lot line. (8) Fences erected in all zoning districts are considered as a nonencroachment when they conform to the standards listed below. For the purposes of this section, the following definitions shall apply: Permanent fence. A fence that is installed in a fixed or enduring manner that is not intended for a seasonal or temporary purpose. Temporary fence. A fence that is not permanently secured or anchored to the ground by posts or affixed footings, and is installed and removed on a limited term or seasonal basis such as: snow fences, garden fences, seasonal recreational fences such as hockey boards; fences installed for safety or access management purposes for special events; and fences installed for the duration of a construction project such as silt fences, erosion control bioretention logs, and septic drainfield site protection fences. Fence height. The measurement from the top of any part of the fence, including posts or other structural supports, lattice, ornate top design elements, and so forth measured to the existing grade below the fence, as measured perpendicular to the slope (see Drawing). Exception: Post finials extending above the top of the fence shall not be deemed as part of the fence for height determination purposes as long as they do not exceed ten inches in width per finial and do not extend above the top of the fence by more than ten percent of the allowed maximum fence height at that location. Drawing: Fence Height Measurement on Sloped Site about:blank 2/22/2016 Orono, MN Code of Ordinances Page 3 of 6 � �� ' C � � �� `i��. � �� - .� �� a. Nonlakeshore/ots. Fences and walis within a required front yard or side street yard shall not exceed a about:blank 2/22/2016 Orono, MN Code of Ordinances Page 4 of 6 height of 42 inches above original grade. 2. Fences and walls within a required rear or side yard shall not exceed a height of six feet above original grade. b. Lakeshore lots. 1. Fences within the required street(rear)yard or side street yard of a lakeshore lot shall not exceed 42 inches above original grade. Exception: A fence not exceeding six feet in height may be located along the street lot line of a lake frontage lot which abuts a major thoroughfare. A major thoroughfare for purposes of this section means any county road or state highway. If such fence involves fill or berming, the total combined height of both fence and fill shall not exceed six feet above the height of the crown of the major thoroughfare. 2. Fences within the required side yard of a lakeshore lot shall not exceed six feet in height, and shall not exceed 42 inches in height for any portion located lakeward of a line drawn between the most lakeward projection of the fence owner's principal residence structure and the most lakeward projection of the principal residence structure on the adjacent property abutting the side yard in which the fence is located. 3. Fences shall not be constructed within the defined lakeshore yard of a lakeshore lot, i.e., shall not be located within 75 feet of the shoreline for general development lakes, 100 feet for recreational lakes, or 150 feet for natural environment lakes. 4. When the building site of a lakeshore lot is separated from the lakeshore by a public or private road, the following definitions will apply for fence location purposes subject to the provisions of section 78-1405(a)(8)a.2: When the yard on the opposite side of the building site from the lake does not abut a street, such yard shall be considered as a standard rear yard. The yard between the building site and the street shall be considered as a standard front yard. c. Special provisions. Split rail fences of no more than three rails within a required front, street or side street yard may have a maximum top rail height of 48 inches above original grade. Board rail fences within a front, street or side street yard for the specific purpose of enclosing permitted domestic animals may have a top rail height of 60 inches and shall be no more than 50 percent opaque. d. Intersection sightline obstruction prohibited. No fence shall be installed so as to obstruct a required clear view at street intersections as required by section 78-1371. e. Fence construction and maintenance. 1. The owner of a fence shall maintain it in a condition of reasonable repair and appearance and shall not allow it to become or remain in disrepair or in a dangerous condition. 2. Fences shall be installed with the finished side facing neighboring properties or the street. The term "finished side" means that side having no structural supports. 3. Fencing materials shall consist of permanent all weather products. 4. Temporary fencing shall not be allowed to remain on the property following final inspection, or issuance of a certificate of occupancy for a permitted construction project, or protection of property during a similar project or winter conditions. Winter about:blank 2/22/2016 Orono, MN Code of Ordinances Page 5 of 6 conditions shall be defined as October 15 through March 31 of the following year. Temporary fencing associated with a special event shall be removed within seven days of the end of such event. Temporary fencing materials shall not be allowed to remain on a permanent basis on a parcel. 5. Existing fences that are legal nonconforming as to location, height, design or other characteristics may be replaced in kind. (9) Entrance monuments, defined for the purpose of this section as a nearly permanent physical structure or object, natural or artificial, used to depict an entrance to the property, erected in all residential zoning districts are considered nonencroachments when they conform with the following standards: a. Each monument, with a maximum of two per approved driveway access, shall be limited to a single pillar with a footprint measuring no larger than 25 square feet and no length to exceed five feet; b. The monument must be setback a minimum of five feet from all property boundaries and never fewer than ten feet from the edge of the paved, traveled roadway; c. Plans and/or elevation views of the proposed monuments are required to be submitted for approval by the planning director; d. All signage proposed for the monuments must comply with section 78-1467; e. The monuments are limited to eight feet in height including any appurtenances. Any monument exceeding the maximum height must meet principal structure setback requirements; f. When more than one monument is proposed, and serving two or fewer residences, a minimum horizontal width of 16 feet is required between them; g. When more than one monument is proposed, and serving three or more residences, a minimum horizontal width of 22 feet is required between them; h. Lighting is allowed, in conformance with section 78-1573 and at the discretion of the planning director. i. When a gate is proposed, the following requirements must be met: 1. The gate must open into the property not outward towards the right-of-way, and 2. Gates serving two or fewer residences shall have a minimum horizontal width of 14 feet in the full open position, and 3. Gates serving three or more residences shall have a minimum horizontal width of 20 feet in the full open position, and 4. For all properties, gate height may not exceed the height of the monument, measured from grade, unless principal structure setbacks are met(if monuments are not proposed then gate height shall be regulated in accordance with the fence height regulations of section 78-1405(8), and 5. Gates must maintain an opacity level of no greater than 25 percent, and 6. For locked and/or secured gates a knox box, meeting the standards set forth by the police and fire department, must be provided for emergency access, and 7. On major thoroughfares the monuments and gates must be located 40 feet from the paved, traveled road to allow for vehicle stacking. A major thoroughfare for the purposes of this section means any county road or state highway. about:blank 2/22/2016 Orono, MN Code of Ordinances Page 6 of 6 , , � j. A building permit is required for installation. A survey must be submitted depicting where the monuments will be placed, and the property corner pins must be located for inspection purposes. (b) The following shall not be considered to be encroachments on structure height requirements: (1) Parapet walls that extend no more than three feet above the height of the building. (2) HVAC cooling towers. (3) Elevator penthouses. (Code 1984, § 10.03(15); Ord. No. 211 2nd series, §§ 1-5, 11-26-2001; Ord. No. 12 3rd series, § 1, 5-24- 2004; Ord. No. 30 3rd series, § 1, 11-28-2005; Ord. No. 43 3rd series, § 1, 2-25-2008; Ord. No. 106 3rd series, § 22, 6-10-2013; Ord. No. 139 3rd series, § 1, 2-23-2015; Ord. No. 140 3rd series, § 1, 3-23-2015) about:blank 2/22/2016 ��V��tN uV YV�� - �- W��l�� Christine Mattson � From: Adam Edwards Sent: Friday, February 12, 2016 3:31 PM To: Christine Mattson Cc: Melanie Curtis Subject: RE: 1220 Bracketts Point Road/#2016-00133 Chris, I've reviewed the subject site/grading plan and offer the following comments: 1. The plan does not depict the sanitary service line locations. A utilities permit will be required for disconnection and reconnection. 2. The plan shows the AC units are further than 5ft from the structure they service. This violates Sec. 78-14Q5, 3. The plan shows grading within the 75ft Lakeshore setback. Cut and fill calculations should be provided. If the amount exceeds 50 cubic Yards a CUP will be required. 4, The plan depicts a �2 ft metal wall structure in th� 75 ft Lakeshore setback. Allowed? Adam � � � C�-Q� �� From: Christine Mattson � Sent:Thursday, February 11, 2016 3:00 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: 1220 Bracketts Point Road/#2016-00133 Ad a m, We received a building permit for a new single family home at 1220 Bracketts Point Road. Please review and provide comments. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ; Orono MN `.: 55356 (physical addressJ PO Box 66 ; Crystal Bay MN : 55323-0066 (mailing addressJ '�3 952.249.4620 ``` 8 952.249.4616 �' cmattson@ci.orono.mn.us `; � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 15, 2016 1 • �� O � E �A �� ERICKSEN ROED & ASSOCIATES Structural Calculations for Hannaford Residence Orono, MN ERA Commission Number: 2015-816 Prepared by: Christopher Redman, EIT Ericksen Roed and Associates, Inc. 2550 University Ave West,Suite 201-S Saint Paul, MN 55114-1904 I hereby certify that these plans,specifications or report were prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Mi a�a �� , % ,—. �j ; � ,� . ,- ��,. � i iam T. 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VJ i � �, . - '' � � � I � � � v X C� �O � �, - _. � _ M' �-, N �9 I - -- - i'��1n - V� � i -- ----- -' ----- -- - �r ��p+h� `Y�4+�9 w'°+, � �+,,•`�' ERA CSR � Hannaford-2nd Floor Stl Beams Feb 2, 2016 at 7:23 AM 2015-816 2nd Floor Brick Support Beams.r3d Z�r � u Y ��p .t5 q8 7� � r' /� .tC', ¢�, /.; o'� (M��MN)M�=0.55 < 1,0...OK --/ Mem6er Code Checks Displayed(Enveloped) Rasulfs for LC 3,1.7DL�i.6LL ERA CSR Hannaford -2nd Floor Stl Beams Feb 2, 2016 at 7:25 AM 2015-816 2nd Floor Brick Support Beams.r3d v Z�Y f. /�. �: �``s*y� �\ � �\�� % r�'9+�y ��/ ti, >' \� �� y.� �� , ��, �.. ,,� ��, ��_ h-'4,,�9 ; �' \ /. � ,� ;�_ g� ;;_ \ \\�\� � �A�/// �� \\ / \`� j�/ \``\ , / � :"% .�` ' \� � ��„�=0.333" LID= 702 L/d>600...OK �,�AX<0.375"...OK Resulla for LC 4.1.00L�1.OLL ERA CSR Hannaford -2nd Floor Stl Beams Feb 2, 2016 at 7:26 AM 2015-816 2nd Floor Brick Support Beams.r3d Company : ERA Feb 2,2016 ��'+� Designer : CSR � �� Job Number : 2015-816 Checked By: r e c �i n o � o c i e s Modei Name : Hannaford-2nd Floor Stl Beams Hot Ro/led Steel Properties La6el E ksi G ksi Nu h rm \1E. ensit k/f . i I k i R 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 3 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.4 58 1.3 5 A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 1.3 Hot Rolled Sfeel Secfion Sets Label Sha e T e Desi n List Material De i n... A in I i 4 I � 4 J in 1 Grid B W14x109 Beam Wide Flan ec.� A992 T ical 32 447 1240 7.12 2 Grid D W14x74 Beam Wide Flan e A992 T ical 21.8 134 795 3.87 3 Grid 2 W14x53 Beam Wide Flan e A992 T ical 15.6 57.7 541 1.94 - 4 Grid 4 W14x53 Beam Wide Flan e A992 T ical 15.6 57.7 541 1.94 Member Primarv Data Label I Joint J Joint K Joint Rotate d... Section/Sha e T e D i n Li t M t ri I Desi n R I... 1 GRID B N4 N3 Grid B Beam W�de Flange A992 T ical 2 GRID D N2 N1 Grid D Beam wide Flange A992 T ical 3 GRID 4 N4 N2 Grid 4 Beam Wide Flange A992 T ical 4 GRID 2 N3 N1 Grid 2 Beam W�de Flange A992 T ical Member Point Loads (BLC 1 : Dead) ember I Direction Ma nitude k k-ft Location ft% 1 GRID 2 -1.05 14.769 2 GRID D v -10.965 33.104 Member Point Loads (BLC 2 : Live) Member Label Direction Ma nitude k k-ft Location °/ 1 GRID 2 -1.675 14.769 2 GR►D D -16.076 33.104 Member Distributed Loads (BLC 1 : Dead) Member Label Direction Start Ma nitude k/ft F End Ma nitude...Start Location ft..En Location ft°/ 1 GRID 4 Y -.802 -.802 0 11.185 2 GRID 4 Y -1.588 -1.588 11.185 0 3 GRID B Y -.725 -.725 0 42.188 4 GRID B Y -.855 -.855 42.187 0 5 GRID 2 Y -1.011 -1.011 0 12.352 6 GRID 2 Y -.838 -.838 12.352 14.769 7 GRID 2 Y -1.026 -1.026 14.769 0 8 GRID D Y -.435 -.435 0 3.313 9 GRID D Y -.865 -.865 3.133 0 Member Distributed Loads (BLC 2 : Live) Mem er I Dir cti n t rt Ma nitude Wft F End Ma nitude...Start Location ft..End Location ft% 1 G RI D 4 Y -.334 -.334 0 11.185 2 GRID 4 Y -1.595 -1.592 11.185 0 3 GRID B Y -.05 -.05 0 42.188 4 GRID B Y -.32 -.32 42.187 0 5 GRID 2 Y -.728 -.728 0 12.352 RISA-3D Version 13.0.0 [P:\...\AnalysislRisal2nd Floor Brick Support Beams.r3d) Page 1 Company : ERA Feb 2,2016 ��'�+�� Designer : CSR y. � Job Number : 2015-816 Checked B T E C H N o i o c i e s Model Name : Hannaford-2nd Floor Stl Beams Member Distributed Loads B!C 2 : Livel (Continuedl Member Label Direction Start Ma nitude k/k F End Ma nitude... t rt L tion ft .En Loc ti ft°/ 6 GRID 2 Y -.324 -.324 12.352 14.769 7 G RI D 2 Y -.624 -.624 14.769 0 8 GRID D Y -.574 -.574 0 0 Basic Load Cases BLC Descri tion Cate o X Gr ..Y r ...Z r . n P int Distrib..Area ... Surfac... 1 Dead None -1 2 9 2 Live None 2 8 Load Combinations Descri tion So..P... 5...BL F c..BLCF ..BL F . L ..BLCFac..BLCFac..BLCFac..B�CFac..BLCFac..BLCFac... 1 Dead Y 1 1 2 Live Y 2 1 3 1.2DL+ 1.6LL Yes Y 1 1.2 2 1.6 4 1.ODL+ 1.OLL Yes Y 1 1 2 1 RISA-3D Version 13.0.0 [P:\...\Analysis\Risal2nd Floor Brick Support Beams.r3d] Page 2 �- Gravitv Beam Design � RAM Steel ]4.07.01.0 l RAM DataBase: 2015-12-21 Hannaford DD 02/02/16 08:29:03 Building Code: IBC Steel Code: AISC 360-10 LRFD Floor Type: 2nd Floor/Low Roof Beam Number=23 SPAN INFORMATION(ft): I-End (69.12,57.23) J-End (6912,80.31) Beam Size(User Selected) = HSS9XSX5/8 Fy = 46A ksi Total Beam Length(ft) = 23.08 Mp (kip-ft) = 147.58 LINE LOADS(k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.025 0.000 --- NonR 0.000 23.083 0.025 0.000 0.000 2 0.000 0.170 0.000 --- Snow O.OQO 23.083 0.170 0.000 0.000 3 0.000 0.000 0.1 S4 --- Snow 0.000 23.083 0.000 0.154 0.000 4 0.000 0.000 0.264 --- Snow 0.000 23.083 0.000 0.264 0.000 5 0.000 0.002 0.000 --- NonR 0.000 23.083 0.002 0.000 0.000 6 0.000 0.012 0.000 --- Snow 0.000 23.083 0.012 0.000 0.000 7 0.000 0.000 0.023 --- Snow 0.000 23.083 0.000 0.023 0.000 8 0.000 0.048 0.000 --- NonR 0.000 23.083 0.048 0.000 0.000 SHEAR(Ultimate): Max Vu (1.2DL+1.6LL)= 11.69 lcips 0.90Vn=209.47 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+].6LL 67.5 11.5 0.0 1.00 0.90 132.82 Controlling 1,2DL+1.6LL 67.5 11.5 0.0 1.00 0.90 132.82 REACTIONS (kips): Left Right DL reaction 2.96 2.96 Max+LL reaction 5.08 5.08 Max+total reaction (factored) 11.69 11.69 DEFLECTIONS: Dead load (in) at 11.54 ft = -0.425 L/D = 652 Live load (in) at I 1.54 ft = -0.730 L/D = 380 Net Total load(in) at 11.54 ft = -1.155 L/D = 240 ._ Gravity Beam Design � RAM Steel 14.07.01.01 RAM DataBase: 2015-12-21 Hannaford DD 02/02/16 08:29:03 Building Code: IBC Steel Code: AISC 360-10 LRFD Floor Type: 2nd Floor/Low Roof Beam Number=22 SPAN INFORMATION (ft): I-End (69.12,34.63) J-End (69.12,51.73) Beam Size (User Selcctcd) = HSS9XSX1/4 Fy = 46.0 ksi Total Beam Length(ft) = 17.10 Mp(kip-ft) = 69.38 LINE LOADS (k/ft): Load Dist DL LL Rcd% Type PartL 1 0.040 0.025 0.000 --- NonR 0.000 17.104 0.025 0.000 0.000 2 0.000 0.170 0.000 --- Snow 0.000 17.104 0.170 0.000 0.000 3 0.000 0.000 0.154 --- Snow 0.000 17.104 0.000 0.154 0.000 4 0.000 0.000 0.264 --- Snow 0.000 17.104 0.000 0.264 0.000 5 0.000 0.002 0.000 --- NonR 0.000 17.104 0.002 0.000 0.000 6 0.000 0.012 0.000 --- Snow 0.000 17.104 0.012 0.000 0.000 7 0.000 0.000 0.023 --- Snow 0.000 17.104 0.000 0.023 0.000 8 0.000 0.021 0.000 --- NonR 0.000 17.104 0.021 0.000 0.000 SHEAR(Ultimate): Max Vu (1.2DL+1.6LL)=8.39 kips 0.90Vn =96.09 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+l.6LL 35.9 8.6 0.0 1.00 0.90 62.45 Controlling 12DL+1.6LL 35.9 8.6 0.0 1.00 0.90 62.45 REACTIONS (kips): Left Right DL reaction 1.97 1.97 Max +LL reaction 3.77 3.77 Max+total reaction (factoi•ed) 8.39 8.39 DEFLECTIONS: Dead load (in) at 8.55 ft = -0.231 L./D = 889 Live load(in) at 8.55 ft = -0.443 L/D = 464 Net Total load(in) at 8.55 ft = -0.674 L/D = 305 - Gravity Beam Design � RAM Steel 14.07.01.01 RAM DataBase: 2015-12-21 Hannaford DD 02/02/16 08:29:03 Building Code: IBC Steel Code: AISC 360-10 LRFD Floor Type: 2nd Floor/Low Roof Beam Number= 17 SPAN INFORMATION (ft): I-End (52.12,-0.58) J-End (52.12,16.33) Bcain Sizc(Usci•Selected) = HSS8X3X1/4 Fy = 46.0 ksi Total Beam Length (ft) = 16.92 Mp (kip-ft) = 44.08 LINE LOADS (k/ft): Load Dist DL LL Rcd% Type PartL 1 0.000 0.002 0.000 --- NonR 0.000 16.916 0.002 0.000 0.000 2 0.000 O.Ol2 0.000 --- Snow 0.000 16.916 0.012 0.000 0.000 3 0.000 0.000 0.023 --- Snow 0.000 16.91 G 0.000 0.023 0.000 4 0.000 0.016 0.000 --- NonR 0.000 16.916 0.016 0.000 0.000 SHEAR(Ultimate): Max Vu (1.2DL+1.6LL)=0.62 kips 0.90Vn=84.51 kips MOMENTS (Ultimate): Span Cond LoadCoinbo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft ki�-ft Ceuter Max + 1.2DL+1.6LL 2.6 8.5 16.9 1.14 0.90 39.67 Controlling 1.2DL+1.6LL 2.6 8.5 16.9 1.14 0.90 39.67 REACTIONS(kips): Left Right DL reaction 0.25 0.25 Max +LL reaction 0.20 0.20 Max +total reaction(factored) 0.62 0.62 DEFLECTIONS: Dcad load(in) at 8.46 ft = -o.053 L/D = 3801 Live load(in) at 8.46 ft = -0.042 L/D = 4861 Net Total load(in) at 8.46 ft = -0.095 L/D = 2133 - Beam Design � RAM Concrete Beam v 14.07.01.01 Page 7/30 RAM Database: 2015-12-21 Hannaford DD 02/02/16 09:38:44 Building Code: IBC Concrete Code: ACI 318-1 l BEAM INFORMATION: EXTERIOR GRADE BEAM CONTROLLING CASE Stoiy Level Graund Floor Beam Number 71 Grid Location_ (52.12ft-24.33ft)-(52.12ft-32.62ft) Beam Line Number- 16 Span Number_ 3 Geometry Size:. _________ 5'-0" GB Depth (in) 60.00 Web Width (in) 12.00 Flange Width (in) NA Flange Thicicness(in) NA Length c-c (ft) 8.29 Clear Lenglh (ft) _ _ ._. _ __.._.__ _ 7.29 Left Support Length (in)- 12.00 Right Support Length (in) 12.00 Left Support Width (in) 12.00 Right Support Width (in) 12.00 MATERiAL PROPERTIES: Fc(ksi) 4.00 fy Longitudinal (ksi). ________. 60.00 fct(ksi) 0.00 fy Transverse (ksi) 60.00 Conc. Weight(pc�_-_-.__ 145.00 Conc. Type NWC Coilc. Modtilus (ksi) 3644.15 Reinf. Modulus(ksi) 29000.00 General Warning(s): Sectiov must be designed as a Deep Beam per ACI 318-11 for shear. Section must be designed as a Deep Beam per ACI 318-11 for flexural design. TOP LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Sizc Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 4 #6 3 15.500 Upper 4 -7.208 4 6.792 Splice Splice Max. Bar Deptl�Limit(in): 57.625 Clear Bar Cover(in): Top: 1.500 Side: 1.500 BOTTOM LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 3 #6 2 57.500 Lower 3 0.084 3 8.084 Splice Splice Max. Bar Depth Limit(in):- 57.625 Clear Bar Cover(in}: Bot.: 1.500 Side: 1.500 LONGITUDiNAL BAR DESIGN DETAILS: Positive Moment Negative Moment Loc. Mu eMn As req. As Mu eMn As req. As (ft) (Icip-ft) (lcip-ft) (inZ) (inz) (kip-ft) (kip-ft) (in2) (in2) 24.916 0.00 225.14 0.00 0.86 -20.72 -229.09 0.11 0.83 25.416 0.00 225.14 0.00 0.59 -20.72 -252.85 0.11 0.65 - Beam Desi�n � RAM Concrete Beam v14.07.01.01 Page 8I30 R�M Database: 2015-12-21 Hamiaford DD 02/02/16 09:38:44 Building Code: IBC Concrete Code: ACi 3l 8-11 Loc. Mu eMn As req. As Mu eMn As req. As 26.227 0.00 225.14 0.00 0.88 -21.62 -291.35 0.05 1.12 27.037 0.00 225.14 0.00 0.88 -23.47 -329.64 0.03 1.22 27.847 0.00 225.14 0.00 0.88 -26.28 -335.78 0.04 1.32 28.657 0.00 225.14 0.00 0.88 -30.05 -335.78 0.04 1.32 28.769 0.00 225.14 0.00 0.88 -30.65 -335.78 0.04 1.32 28.773 0.00 225.14 0.00 0.88 -33.14 -335.78 0.05 1.32 29.467 0.00 225.14 0.00 0.88 -39.00 -335.78 0.05 1.32 30.278 0.00 225.14 0.00 0.88 -46.71 -335.78 0.06 1.32 31.088 0.00 225.14 0.00 0.88 -55.38 -335.78 0.08 1.32 31.898 0.00 225.14 0.00 0.84 -65.01 -335.78 0.09 1.32 32.623 0.00 225.14 0.00 0.57 -74.43 -335.78 0.10 1.32 32.627 0.00 225.14 0.00 0.86 -76.93 -335.78 0.11 1.32 32.708 0.00 225.14 0.00 0.86 -77.41 -335.78 0.11 1.32 33.208 0.00 141.99 0.00 0.86 -77.41 -211.07 0.11 1.32 TRANSVERSE RE�NFORCEMENT: Start End Stii•rup Set Size Spacing Num Supp. Loc. Supp. Loc. Legs Type (ft) (ft) 3 #4 24.00 5 3 0.667 3 7.584 2 Closed TRANSVERSE BAR DESICN DETAiLS AND TORSION FORCE: Loc. Vu aVn Tu Av req. Av prv. (ft) (1tiP) �k�P) �kip-ft) ��n�) ��n�) 24.916 2.85 65.46 0.53 0.00 0.00 25.416 2.85 65.46 0.53 0.00 0.00 26.227 2.03 108.58 0.53 0.00 0.20 27.037 3.21 108.58 0.53 0.00 0.20 27.847 4,38 108.58 0.53 0.00 0.20 27.917 4.49 108.58 0.53 0.00 0.20 2$.657 5.56 108.58 0.53 0.00 0.20 28.769 5.73 108.58 0.53 0.00 0.20 28.773 8.02 ]08.58 0.31 0.00 0.20 29.467 9.03 ]08.58 0.31 0.00 0.20 30.208 10,11 108.58 0.31 0.00 0.20 30.278 10.21 108.58 0.31 0.00 0.20 31.088 11.40 108.58 0.31 0.00 0.20 31.898 12.59 108.58 0.31 0.00 0.20 32.623 13.65 h5.46 0.31 0,00 0.00 32.627 7.18 65.46 0.64 0.00 0.00 32.708 7.31 65.46 0.64 0.00 0.00 33.208 7.31 65.46 0.64 0.00 0.00 - Beam Desi�n � RAM Concrete Beam v14.07.01.01 Page 9/30 RAM Database: 2015-12-21 Haiuiaford DD 02/02/16 09:38:44 Building Code: IBC Concrete Code: ACI 318-11 TORSiUN CAPACiTY: 0.75 Tn (kip-ft) OAO Tu(kip-ft) 0.00 DEFLECTiONS: (Camber= 0.000 in) Type nistance(ft) Delta (in) ieffi(in4) Ieff/tg Ln/d Status Dead Load 5.35 -0.000 216000.0 1.00 352053.1 Live Load 4.91 -0.000 216000.0 1.00 257007.5 OK Long Term+LL 5.13 -0.001 216000.0 1.00 88737.7 OK Net Total Load 5.13 -0.001 21 b000.0 1.00 70931.0 OK Mcr Tension Bot(kip-fl)= 284.61 Mcr Tension Top (kip-ft)= 284.61 Ig(in4)=216000.00 �,= 1.88 Controllin�Deflection Ratio (Net Total Load)= 0.008 OK Span Moments Foi•Ieff Mlt(ltip-ft) Mmid (kip-ft) Mrt(kip-ft) Dead Load -11.19 -14.28 -36.54 LL down defl -5.89 -18.00 -33.23 LL up defl 0.00 0.00 0.00 _ Beam Desi�n � RAM Concrete Beam v14.07.01.01 Page 10/30 RAM vatabase: 2015-12-21 Hannaford DD 02/02/16 09:45:05 Building Code: IBC Concrete Code: ACI 318-11 BEAM INFORMATION: INTERIOR GRADE BEAM CONTROLLING CASE Stoiy Lcvcl . Ground Floor Beam Number - 44 Grid Location_ (52.12ft-32.62ft)-(52.12ft-45.94ft) Beam Line Number__ 16 Span Number_ 4 Geometry Size: 2'-8" GB Depth(in) 32.00 Web Width (in) 12.00 Flange Width(in) NA Flange Thickness (in) NA Length o-c (ft)_ 13.31 Clear Length (ft)_- 12.31 Left Support Length (in)- 12.00 Right Support Length (in) 12.00 Left Support Width (in) 12.00 Right Support Width(in) 12.00 MATERIAL PROPERTIES: fc (ksi)___ _____ _ __ _- 4.00 fy Longitudinal (ksi) 60.00 fct(ksi) 0.00 fy Transverse (ksi} 60.00 Conc. Weight(pc fl 145.00 Conc. Type NWC Conc. Moduhis (ksi) 3644.15 Reinf. Modulus (ksi) 29000.00 TOP LONGITUDINAL REINFORCEMENT: Stact End End-Conditiou Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 4 #6 2 29.500 Upper 4 -7.208 4 6.792 Splice Splice 5 #6 2 29.500 Upper 5 -6.522 5 4.478 Splice Splice Max. Bar Depth Limit(in): 29.625 Clear Bai•Covei-(iil): Top: 1.500 Side: 1.500 BOTTOM LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Si�pp. Loc. Supp. Loc. Sta�•t End (in) {ft) (ft) 4 #6 2 29.500 Lower 4 -0.208 4 13.792 Splice Splice Max. Bar Dcpth Limit(in):_ 29.625 Clcar Bar Covcr(in): __ Bot.: l.500 Sidc: 1.500 LONGiTUDINAI,BAR DESIGN DETAILS: Positive Moinent Negative Moment Loc. Mu eMn As i•eq. As Mu oMn As ►•eq. As (ft) (Icip-ft) (lcip-ft) (inZ) (in2) (kip-ft) (kip-ft) (inz) {inZ) 33.208 0.00 169.69 0.00 0.86 -58.57 -169.69 0.15 0.88 33.708 0.00 114.26 0.00 0.69 -58.57 -114.26 0.59 0.88 34.655 0.00 114.26 0.00 0.88 -23.42 -114.26 0.24 0.88 35.603 14.38 114.26 0.14 0.88 0.00 -114.26 0.00 0.88 36.520 47.17 114.2G 0.48 0.88 0.00 -114.26 0.00 0.88 _, Beam Desi�n iRAM Concrete Beam v14.07.01.01 Page 11/30 RAM Database: 2015-12-21 Hannaford DD 02/02/16 09:45:05 Building Code: IBC Concrete Code: ACI 318-11 Loc. Mu ,oMn As req. As Mu e�Mn As req. As 36.524 46.94 114.26 0.47 0.88 0.00 -114.26 0.00 0.88 36.550 46.90 114.26 0.47 0.88 0.00 -114.26 0.00 0.88 37.497 44.78 114.26 0.45 0.88 0.00 -114.26 0.00 0.88 38.444 41.56 114.26 0.42 0.88 0.00 -114.26 0.00 0.88 39391 38.98 114.26 0.39 0.88 0.00 -114.26 0.00 0.66 40339 34.98 114.26 0.35 0.88 0.00 -114.26 0.00 0.86 41,286 29.20 114.26 0.29 0.88 0.00 -114.26 0.00 0.88 42.233 21.65 114.26 0.22 0.88 0.00 -]14.26 0.00 0.$8 43.180 12.36 114.26 0.12 0.88 0.00 -114.26 0.00 0.88 44.127 2.09 11426 0.02 0.88 -5.14 -114.26 0.05 0.88 45.074 0.00 114.26 0.00 0.88 -15.50 -114.26 0.16 0.88 46.022 0.00 114.26 0.00 0.79 -30.60 -114.26 0.31 0.88 46.522 0.00 114.26 0.04 0.61 -30.60 -114.26 0.31 0.88 TRA.NSVERSE REINFORCEMENT: Start End Stirrup Set Size Spacing Num Supp. Loc. Supp. Loc. Legs Type (ft) (ft) 4 #4 12.00 6 4 O.b25 4 5.625 2 Closed TRANSVERSE BAR DESIGN DETAILS AND TORSION FORCE: Loc. Vu eVn Tu Av req. Av prv. �ft) ��P) ��P) �kip-ft) �in�) ��n�) 33.208 39.33 65.46 0.17 0.00 0.00 33.708 39.33 65.46 0.17 0.00 0.00 34.655 38.14 77.83 0.17 0.33 0.40 35.603 36.94 77.83 0.17 0.33 0.40 36.167 36.23 77.83 0.17 0.33 0.40 36.520 35.79 77.83 0.17 0.33 0.40 36.524 4.18 77.83 0.09 0.33 0.40 36.550 4.13 77.83 0.09 0.33 0.40 37.497 3.88 77.83 0.09 0.33 0.40 38.444 4.76 77.83 0.09 0.33 0.40 39.391 5.64 33.58 0.09 0.00 0.00 40.339 6.52 33.58 0.09 0.00 0.00 41.286 7.71 33.58 0.09 0.00 0.00 42.233 9.38 33.58 OA9 0.00 0.00 43.180 11.25 33.58 0.09 0.00 0.00 43.563 12.01 33.58 0.09 0.00 0.00 44.127 13.13 33.58 0.09 0.00 0.00 45.074 15.01 33.58 0.09 0.00 0.00 46.022 16.88 33.58 0.09 0.00 0.00 46.522 16.88 33.58 0.09 0.00 0.00 _ Beam Desi�n ' RAM Concrete Beam v14,07.01.01 Page 12/30 RAM Database: 2015-12-21 Hannaford DD 02/02/16 09:45:05 Building Code: IBC Concrete Code: ACI 318-11 TORSION CAPACITY: 0.75 Tn (kip-ft) 6.62 Tu (kip-ft) 0.17 DEFLECTIONS: (Camber= 0.000 in) Typc Distance(ft) Delta (in) ieff(in4) Ieff/Ig Ln/d Status Dead Load 5.78 O.OQ4 32768.0 1.00 35440.7 Live Load 6.13 0.004 32768.0 1.00 38925.1 OK Long Term+ LL 5,78 0.013 32768.0 1.00 l 12563 OK Net Total Load 5.78 0.017 32768.0 1.00 8543.0 OK Mcr Tension Bot(kip-ft)= 80.95 Mcr Tension Top (kip-ft)= 80.95 Ig(in4)=32768.00 �,= 1.78 Controlling Deflection Ratio (Net Total Load) = OA'70 OK Span Moments For Ieff Mlt(Icip-ft) Mmid(kip-ft) Mrt(kip-ft) Dead Load -27.25 16.72 -13.56 LL down defl -23.55 14.26 -11.13 LL up defl 0.00 0.00 0.00 _ Beam Desi�n � RAM Concrete Beam v14,07.01.01 Page 10/12 RAM Database: 2015-12-21 Hannaford DD 02/02/16 09:45:05 Building Code: IBC Concrete Code: ACI 318-11 BEAM INFORMATION: GARAGE GRADE BEAM CONTROLLING CASE Stoiy Levcl___ ____ __ Gi•ound Floor Beain Number 13 Grid Location_ (12.29ft-88.04ft)-(12.29ft-95.77ft) Beam Line Number. _. 5 Span Number__ 4 Geometry Size: 1'-6" GB Depth (in) 18.00 Web Width (in) 12.00 Flange Width (in) NA Flange Thickness (in) NA Length o-c (ft) 7.73 Clear Length (ft)_---____- 6.73 Left Support Length (in)-. 12.00 Right Support Length(in) _ 12.00 Left Support Width(in)_ 12.00 Right Support Width(in} 12.00 MATERIAL PROPERTIES: fc(ksi) 4.00 fy Longitudinal (ksi)_-__- 60.00 fct(ksi) 0.00 fy Transverse(ksi) 60.00 Conc. Weight(pc� 145.00 Conc. Type NWC Conc. Modulus (ksi) 3644.15 Rein£ Modulus (ksi) 29000.00 TOP LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 4 #6 2 15.500 Upper 4 -4.312 4 3.688 Splice Splice 5 #6 2 15.500 Upper 5 -4.042 5 -0.042 Splice Hooked Max. Bar Depth Limit(in):- 16.125 Clear Bar Cover(in): Top: 1.500 Side: 1.500 BOTTOM LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 4 #6 2 15.500 Lowec 4 -0.312 4 7.688 Splice Hooked Max. Bar Dcpth Lirnit(in):___. 16.125 Clear Bar Cover(in):___ _ Bot.: 1.500 Sidc: 1.500 LONGITUD�NAt, BAR DESIGN DETAILS: Positive Mome�it Negative Moment Loc. Mu �Mu As req. As Mu aMn As req. As (ft) (kip-ft) (kip-ft) (inZ) (inz) (kip-ft) (kip-ft) (in�) (inz) 22.313 0.00 58.82 0.00 0.86 -10.16 -58.82 0.20 0.88 22.812 0.00 58.82 0.00 0.73 -10.16 -58.82 0.20 0.88 23.560 0.00 58.82 0.00 0.88 -3.70 -58.82 0.07 0.88 24.243 2.42 58.82 0.05 0.88 -0.26 -58.82 0.01 0.88 24.247 2.45 58.82 0.05 0.88 -0.24 -58.82 0.00 0.88 Beam Design � RAM Concrete Beam v14.07.01.01 Pa e 11/12 RAM � Database: 2015-12-21 Hannaford DD 02/02/16 09:45:05 Building Code: IBC Concrete Code: ACI 318-11 Loc. Mu eMn As req. As Mu eMn As req. As 24,308 2.80 58.82 0.05 0.88 0.00 -58.82 0.00 0.88 25.056 6.29 58.82 0.12 0.88 0.00 -58.$2 0.00 0.78 25.803 8.36 58.82 0.16 0.88 0.00 -58.82 0.00 0.86 26.175 8.86 58.82 0.17 0.88 0.00 -58.82 0.00 0.86 26.179 8.86 58.82 0.17 0.88 0.00 -58.82 0.00 0.86 26.551 9.01 58.82 0.17 0.88 0.00 -58.82 0.00 0.64 27.299 8.23 58.82 0.16 0.88 0.00 -58.82 0.00 0.88 28.046 6.02 58.82 0.12 0.88 0.00 -58.82 0.00 0.88 28.107 5.77 58.82 0.11 0.88 0.00 -58.82 0.00 0.88 28.111 5.76 58.82 0.11 0.88 0.00 -58.82 0.00 0.88 28.794 2.47 58.82 0.05 0.88 0.00 -58.82 0.00 0.88 29.542 0.00 58.82 0.00 0.88 -2.87 -58.82 0.05 0.88 30.042 0.00 0.00 0.00 0.00 -2.87 0.00 0,05 0.00 TRANSVCRS� REINFORCEMENT: None Required TRANSVERSE BAR DESIGN DETAILS AND TORSION FORCE: Loc. Vu e�Vn Tu Av req. Av prv. (ft) (kip) (kip) (kip-ft) (inz) (inZ) 22.313 9.77 17.65 0.01 0.00 0.00 22.812 9.77 17.65 OA1 0.00 0.00 23.560 7.86 17.65 0.01 0.00 0.00 24.104 6.46 17.65 0.01 0.00 0.00 24.243 6.11 17.65 0.01 0.00 0.00 24.247 6.10 17.65 0.01 0.00 0.00 24308 5.94 17.65 0.01 0.00 0.00 25.056 4.03 17.65 0.01 0.00 0.00 25.803 2.11 17.65 0.01 0.00 0.00 26.175 1.16 17.65 0.01 0.00 0.00 26.179 1.15 17.65 0.01 0.00 0.00 26.S S l 0.43 l 7.65 0.01 0.00 0.00 27.299 2.04 17.65 0.01 0.00 0.00 28.046 3.95 17.65 0.01 0.00 0.00 28.107 4.11 17.65 0.01 0.00 0.00 28.111 4.12 17.65 0.01 0.00 0.00 28.250 4.48 17.65 0.01 0.00 0.00 28.794 5.87 17.65 0.01 0.00 0.00 29.542 7.79 17.65 0.01 0.00 0.00 30.042 7.79 17.65 0.01 0.00 0.00 TORSION CAPACITY: 0.75 Tn(kip-ft) 3.07 Tu (kip-ft) 0.01 Beam Desi�n � RAM Concrete Beain v14.07.01.01 Pa e 12/12 g R�M Database: 2015-12-21 Hannaford DD 02/02/16 09:45:05 Building Code: IBC Coucrete Code: ACI 318-1 l DEFLECTIONS: (Camber= 0.000 in) Type Distance(f't) Delta (in) Ieff(in4) ieft%Ig Ln/d Status Dead Load 4.17 0.002 5832.0 1.00 41812.2 Live Load 3.97 0.001 5832.0 ],00 89324.5 OK Long Term+LL 4.17 0.004 5832.0 1.00 18491.4 OK Net Total Load 4.17 0.006 5$32.0 1.00 12821.2 OK Mcr Tension Bot(kip-ft)= 25.61 Mcr Tension Top (kip-ft)= 25.61 Ig(in4)= 5832.00 �,= 1.62 Controlling Deflection Ratio (Net Total Load) = 0.047 OK Span Moments Fot•Ieff Mlt(lcip-ft) Mmid{lcip-ft) Mrt(kip-ft) Dead Load -5.74 4.68 -1.28 LL down defl -1.98 1.67 -0.52 LL up defl 0.00 0.00 0.00 _ ____ _ _ _ _ _ _ _ _ __ _ _ _ --_ _.__� _ _ � ; : ; ' � � �, ; � 1'-�A � � ERICKSEN ROED t; � �� t ASSOCIATiS _ __ __ � _ ' {� �mcnwm rncncnr.�(n _._ � ``, �t �-u, c �d �nn� c u,� ` � � � � � � . .�1 ? � � \1 �v�inmon �,,�� cco� E \,O ? � � � O �, � � � QQ � u'c° �Ot vc ��a�i ,' w� f co cn` N� e � R i � N � R � � � � "� f�`t Q'� n� o z ,2� I o ,.,� 1� `� � r �i v W �11 �� l ' v �A � <W � ' � � i� o F+ � '. , _ ._._ �,' � �-- -- __ . _ _ �; ,,, _�� ' p� _ � �- _,` .�_ � a ry� N � ��.. 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' Saint Paul,Minnesota 55114-1904 CALCULATED BY PMB DATE 'I O/'I9/I 5 Telephone:651-251-7570 CHECKED BY PMB DATE 10/19/15 Snow Loads -from adiacent buildinq or roof: Hiaher Roof �ower Roof Roof slope = 0.0 deg 0.25/12 =1.2 deg Horiz.eave to ridge dist(W)= 71.0 ft 28.0 ft Roof length parallel to ridge(L)= 96.0 ft 42.0 ft Projection height(roof step) h = 3.2(t Building separation s = 0.0 ft Type of Roof Monoslope Monoslope Ground Snow Load Pg = 50.0 psf 50.0 psf Risk Category = II II Importance Factor I = 1.0 1.0 Thermal Factor Ct = 1.00 1.00 F�cposure Factor Ce = 1.0 1.0 Pf=0.7'Ce'Ct'I'Pg = 35.0 psf 35.0 psf Unobstructed Slippery Surface{per Section 7.4) = no no Sloped-roof Factor Cs = 1.00 1.00 Balanced Snow Load Ps = 35.0 psf 35.0 psf Rain on Snow Surcharge Angle 1.42 deg 0.56 deg Code Maximum Rain Surcharge 5.0 psf 5.0 psf Rain on Snow Surcharge = 0.0 psf 0.0 psf NOTE:Alternate spans of continuous beams and Ps plus rain surcharge = 35.0 psf 35.0 psf other areas shall be loaded with half the design Minimum Snow Load Pm = 20.0 psf 20.0 psf roof snow load so as to produce the greatest possible effect-see code. Uniform Roof Design Snow Load = 35.0 psf 35.0 psf Building Official Minimum = Leeward Snow Drifts-from adjacent higher roof Upper roof length lu = 71.0 ft Snow density g = 20.5 pcf Lu Balanced snow height hb = 1.71 ft hc = 1.46 ft � I Surcharga load hdhb>0.2= 0.9 Therefore,design for drift /Due to Drinirg --..-- Adjacent structure factor = 1.00 Drift height hd = 1.46 ft hC hd d , i�� . h p ' nI. '��'� ��`�p�; , Drift width w = 11.68 ft °��`;;;;��;.`'� 9alanced Snow Load Surcharge load: pd=y"hd= 29.9 psf h � � ' Balanced Snow load: = 35.0 psf 64.9 psf �+---�----►� Windward Snow Drifts-from low roof aqainst high roof Lower roof length lu = 600.0 ft Adjacent structure factor = 1.00 \T�l Drift height hd = 1.46 ft ti- Drift width w = 11.68 ft Surcharge load: pd=y"hd= 29.9 psf �;'//�•�P��`Roof . Balanced Snow load: = 35.0 psf 64.9 psf 15' Slidinq Snow-onto lower roof Sliding �"'1 „s� Sliding snow=0.4 Pf W= 0.0 plf Snow Load Distributed over 15 feet= 0.0 psf Balanced hd+hb= 1.71 ft Snow Load Lower Roof hd+hb<=h therefore sliding snow= 0.0 psf S Balanced snow load= 35.0 psf Uniform snow load within 15'of higher roof= 35.0 psf Sliding snow not required since upper roof slope is 1/4 in 12 or less - Ericksen Roed and Associates, Inc. �os Tir�e HANNAFORD RESIDENCE Structural Engineers 2550 University Avenue West,Ste 201-S �oe No.2015-816 SHEET NO. Saint Paul,Minnesota 55114-1904 CALCULATED BY PMB DATE 10/19/15 Telephone:651-251-7570 CHECKED BY PMB DATE 10/19/15 Snow Loads : Roof slope = 0.0 deg Horiz.eave to ridge dist(W)= 71.0 ft Roof length parallel to ridge(L)= 96.0 ft Type of Roof Monoslope Ground Snow Load Pg = 50.0 psf Risk Category = II Importance Factor I = 1.0 Thermal Factor Ct = 1.00 Exposure Factor Ce = 1.0 Pf=0.7'Ce*Ct'I'Pg = 35.0 psf Unobstructed Slippery Surface(per Section 7.4) yes Sloped-roof Factor Cs = 1.00 Balanced Snow Load Ps = 35.0 psf Rain on Snow Surcharge Angle 1.42 deg Code Maximum Rain Surcharge 5.0 psf Rain on Snow Surcharge = 0.0 psf Ps plus rain surcharge = 35.0 psf Minimum Snow Load Pm = 20.0 psf NOTE:Alternate spans of continuous beams Uniform Roof Design Snow Load = 35.0 psf and other areas shall be loaded with half the design roof snow load so as to produce the greatest possible effect-see code. Windward Snow Drifts 1 -Ac�ainst walls parapets�etc more than 15'lon4 � Upwind fetch lu = �ri00.�� d/ ,/ ,� ��`w �.-r'.,�1 ��-`'��(� Projection height h ��'"'1?:0�"ff r�- g/(/ /1�' ��v"�r��-��J Snow density g = 20.5 pcf � Balanced snow height hb = 1.71 ft hc = 9.29 ft hc/hb>0.2= 5.4 Thereforg,.s�slgn_fQ�d�ft Surcharge Load Driftheight �_..__ ,, 45 /DuetoDsilting Drift widih w = 2 . S ft �? � Surcharge load: pd=y*hd= 132.1 psf h hc hd ptl; ��; �rt��k�� f;`z- �'�, ',;i,:, Balanced Snow load: = 35.0 psf i �,�;�y #r - �f;,;�� Balenced Snow loed 167.1 psf - ' Windward Snow Drifts 2-Aqainst walls,parapets,etc> 15' h ' Upwind fetch lu _ � W ''� Projection height h = 11.0 ft y Lu _ Snow density g = 20.5 pcf Balanced snow height hb = 1.71 ft hc = 9.29 ft hc/hb>0.2= 5.4 Thereforg,design for drift Drift height �hd = � _ _6,45 ft _�, _ - Drift width � _� 26.78 ft Surcharge load: pd=y"hd= 132.1 psf Balanced Snow load: = 35.0 psf 167.1 psf � _ DESIGN PROPERTIES _ Design Stresses�� (�00% Load Duration) � E Emin Fs F� Fcl Fc�� F� SG Shear Adjusted Compression Compression Horizontal Motlulus Flezural Tension Equivalent Grade Orientation Madulus af Elasticity Modulus�zj Stress13� Stress�� Perpendica�ar Parallel Shear Parallel Specific of Elasticity �psi� of Elasticity (psi) (psi) to Grain to Grain ta Grain Gravity�b� (psl) (psi) (psi) (psi) (psi) �J 1.3E Beam/Column 81,250 1.3 x 106 660,150 1,700 1,075 710 1,835 425 0.50�7j —--...__ . _. ____._— Plank 81,250 1.3 x 106 660,750 1,900�� 1,075 635�9� 1,835 150 0.50�� -- -----__ _--_. _ — __ ..._—-- 1.55E Beam 96,875 1.55 x lOfi 787,815 2,325 1,010{�� 900 2,170 310�'�� 0.50�� J 2.OE Beam 125,000 2.0 x lOs i 1,016,535 � 2,600 1,555 150 2,510 285 0.50 1.8E Column ll2,500 ].8x106 914,880 2,40�� 1,755 425��>> 2,500 190r�� 0.50 ---- — ------- . ._----- _ _---_ __- — __ ___—_ _ — 2.OE Beam 125,000 2.0 x 106 1,016,535 � 2,900 � 2,025 750 2,900�1z� � 290 � 0.50 (1) Unless otherwise noted,adjustment to the design stresses for duration of load are permitted (6) Fw lateral connection design only. in accordance with the applicable code. (7) Specific gravily o(0.58 may be used for bolts installed perpendicular to face and loaded (2) Reference modulus of elasticity for beam and column stability calculations,per NDS�. perpendicular to grain. (3) For 12'depth.For other depths,multiply Fh by the appropriate factar as follows: (8) Values are(or thickness up to 3h". —For TimberStrandm LSL,multiply by�e��092 (91 For members less than 1'/°thick and in plank orientatian,use F�l of 670 psi. ts O.I36 NDS�bearing area factor Cs=1.0. —For Microllam�LVL,multiply by�d� (10) Ualue accounts far large hole capabilities.See Allowahle Holes on page 36. t2 o.iu —For Parallam�PSL,multiply by d (lq Ualue shown is tor plank arie�tation. (4) F�has been adjusted to reflect the volume etfects for most standard applications. (12)For column applications,use F��i of 500 psi.Alternatively,refer to ESR-1387,Table 1, i5) f�l may not 6e increased for duratian of load. footnote 15. General Assumptions for Trus Joist� Beams Beam Orientation ■ Lateral support is required at bearing and along the span at 24"on-center, maximum. �- ■ Bearing lengths are based on each producYs bearing stress for applica6le grade and orientation. ''= ■ All mem6ers 7�"and less in depth are restricted to a maximum deflection of�/c". �� ■ Beams that are I�i"x 16"and deeper require multiple plies. ��' ■ No camber. • Beams and columns must remain straight to within 5L'/acoa(in.)of true alignment. L is the unrestrained length of the member in feet. COlUmtt 01'IBlttet1011 ■ Tables on pages 8-15 include load reductions applied in accordance with code. For applications not covered in this brochure,contact your Weyerhaeuser representative. See pages 38 and 39 lor multiple-member beam connections. �' � �� d�l il � , � '� j, � � ' �'I+ �,�' TimberStrandm LSI,Microllamm CVL,and antreated Para!lamm PSL are irrtended for dry-use applicatinns Plank Orientation i.f. �' r .�� Trus Joist�D Deam,Header and Column Specifiers Guide TJ 9000 � May 2015 5 � � Saint Paul Office �+��,�,! � O 2550 University Avenue West � �� , Pagc No » Suite 201-5 c �/� �I ..E]�J � W S a i n t P a u l,M N 5 5 1 1 4-1 9 0 4 '�, J o b i�� ,V �� Z � 651.251.7570 W u N N Eau Claire Office � Comm.N . � � ` �15� Y a 3 4 1 0 O a k w o o d M a l l D r i v e Ua e��' �'� ' � v '° Suite 300 � t WEau Claire,WI 54701-2608 N Name � � G�� , 715.552.5336 ' ' �I� � I __ _ _ _ _. _ � �I i i i � `i�i�rt�� cF'��-��J C��-�S��S� ��i,�( �"�r-� r�-c�,� ��u�'��C� i �'�-x 3� � _ /,��-� �-.�� q,� �� p� ��z �/ � � ,� � � , .� i _ _ � �- �- �g��l _ ��, � ��- l� , ,, � -� .�� , �, � _ �O�S l�3�-�-- GG-_!�� ; /r?�� I � IG G �c� � Z6I�� GI��1� r , `�"� �`�z�i .�- 3d ss ; S� p � � �� =_.5��l�_� lZ6 �i�?C/,,�fU�v( 5�6. �- �,`{� __ �D I � -�� ,%g�6 !t�.�-6 -, � �-� �c .�, " � �� ` �;'i�( s{�,�� o�vsr c4�� !Z�l6 c � . �� ,� ��,K, ~�`'� a,s� =�/� � . , _ . �-. � �uG � �— ,� o c�.�— �}6 , ; � p�r-,,r�� ..s S � �-�` , �„'`-�" '-� �� `�.� _ — �z i � - � � ) /y� -��__GG� _ Z�,��, � .� rs �s� ~�-z�a � G-�� . . l�,�� y�X j��, , � �� l� '�- , b , �t-' � _ ; �%z,o�" -- _ � �� - -=- ��j,�� ; �� ' �' z � r,� . C'�nc__., ,_ ; ��4J Us��'o�-- C,�,, ; o-l"�-- " - � � �7` ; �,� � : � �' /��:o,�� ;�,� ; _ dr � ` � i2��j ; - o;��. __ _ _ � � `� 0` �`f � G��l� � ��.%� = 33 z �� .� �r 3 , � � _ �� -�� o,�z� o,� �6 � � ' �� 3� 0 -� � � .=.� ��N� . . .. . _... ''; �AL = f�r.� j�� .. __. _. _.... . ��i/� ��:,�/�['�, �, �' � . . ' �k/�- �.� �� '�1 +�'��vQ ; G� ��i � G�� ,Q-�,� =�0, ��3 f o�t��b,�� ,� � L � , „ „ r �e� � o,�z� a�- �z o. � � �o` �' � � —( 31 z�� - � -1� d,o2 d,�� ': . ��Zo�A ' � � -� �,� T o/r�r t ��t'� = a� �- �o ' � ` „' S"�3`� '� `� � �.,►n ��GQ° s�c-rioN.. _ � ---a /� � = � � i�'4�.� 0�� ; ' �.'� �' �L S� � _ _ �-� �i�1 8� I . - ; ,��h�� `t� 9'�,� �C �`z - � s�'x � 11� ; 623 ��_ �d��(��.�.V.�.�/ s��d� �;� !� 4��-►�� ' � i � �3�� (�n� " ; -�-33,� . . ��x `� � , , � � �� . E��_� �� _ � I�O --�'�ti�_ _ __ ___ � __. _ _ 1�6 �`�f,�� . _ _ _._. __ _ _ ____ _ _ __ __ , � � ' = E 1'�A (� ERICKSEN ROED ' �_,,,,,�,. �l p� � � L.l 8 ASSOCIATES \ VTNW Rf O�V1(/)n�� __—_-- ._.__.... ...._ . .__. . . . ... _ :_ .��""t.� .. ._._.. .(� .. . _ ..\ . .. . . ; � �_ �� _ _ _ � � ., -f � ..a � .a n� �„-a � �, ,� � \� / �(�(D O� Nr�r tD 0� , ' � ��. , v � � " ..'. A �� \ Nd.O�y �d 07 � tnN �� v��'<C .. � _. � , w� f A in` N�o �_.. � � � rn� o O oz '-^ O � �,c� `� � � � � �� ' � � 3n A �.. �. . . ..._. . � 1� `.� � m tD � �t�D _ 1! , � � q . ._--__ ._._.__ .... ..._ "_ �__ .- . .._ . _ . _;.I �/� (� , _..—_. . ~ � ' rC9 . ; ,J a\I^� }� ' � < ~ � / (� � ��. v , � k � W � A � � � � ' �� 6� � �' T 'j! t� (�\�,� . .�� ,� �t Structural Engineers � ''C �W "' \ , �` �� ,s, 1 ,`_.,p � � r !, � ��+-�� . ��. �_ -��. !� ,-�,�� t, ' ` �``� _ . � _� � � �{ _tei � �� '' 'X � � � Q � _ ' 0��► � ' �.'� �� 1�. '—�� ' �(�1 _1 � ' ' 1 �a � t� - � r '� -�` �11 � � � �V � � _ _ ,� -, . �� - __ � _ i _ ; i ; _ ; , � I � b c � ' o ' � c^� 3 0- �I I � o � , i i �z , _---. --- -__ - __', � � ; O i ! � ";� , � i i � � ' i \�! � � ---_ , '�. � ---__. _—__--__ ___. �.....—___.._ _ _.__.__,___ r ,I , I � i o , ; ; , � � ; ; ; . � j ! i I --J , DESIGN PROPERTIES Allowable Design Properties�>> (100%Load Duration) Depth Grade Width Design Property 5��2 43/�" 5�/:" Plank 1�/�' 85/�" 9�/+" 9�/i' 11�/" 11�/a" 14" 16" 16" 20" Orientation �; �� Moment(it-16s) 1,735 2,685 1,780 4,550 6,335 1,240 10,520 1.3E 3�/s" Shear(Ibs) _ d,340 5_455__ _1,925 _ _ 7,190 8,555 9,175 11,155 Moment ot Inertia(in+) 24 99 20 111 187 231 415 Wel ht( If) 4.5 5.6 5.6 7.4 8.8 9.4 11.5 A Moment(it-16s) 4,950 5,210 7,195 7,975 10,920 14,090 ----__ ____._ _ ._._..-- ---- - -- �3�„ Shear{Ibs) 3,345 3,A35 4,070 4,295 5,065 5,785 -- -- ---._ ._- _---- --- - _ _- Moment ot Inertia(in!) 115 125 208 244 400 597 1.55E Weight( Ifl 5.1 5.2 6.2 6.5 _ 7J 8.8 __ Momentift-16s) 9,905 10,420 14,390 15,955 21,840 28,160 �--- --- 3��1, Shear(Ihs) __ 6,690 6,870 8,140 _ 8,590 10,125 11,575 _ Moment ot Inertia(in�) 23l 250 415 488 800 1,195 -- - -- -------- ----- - _ __ ___ -- Wei ht( If) l0.1 10.4 12.3 13 15.3 ll.5 � . Moment(ft-Ibs) 2,125 3,555 5,600 5,885 8,070 8,925 12,130 15,555 19,375 23,580 - -- -__ ___..�_ .._-- --- 2.OE ��/° Shear(Ibs) 1830 2,410 3,075 3,160 3,740 3,950 4 655 5 320 S 985 6,650 -- ----- - -- - - - ---. Moment of Inertia{in.') 24 56 115 125 208 244 400 597 851 1,167 - --- - -- - -- - - - Weight( If) � 2.8 3.7 4J � 4.8 5.7 6.1 7.1 8.2 ( 9.2 10.2 Moment(ft-Ibs) 12,415 13,055 17,9J0 19,900 27,160 34,955 � 43,665 ----- 3��„ Shearpbs) __ ___ 6,260 6,430 7,615 8,035 9,415 10,825 J 12,180 _____ Moment of Inertia tin!) 231 250 415 488 800 1,195 1 1,701 -- �- Weight(plf) 10.1 10.4 12.3 13.0 15.3 17.5 f 19.7 � __ _ _.___.__ Moment(tt-Ibs) 18,625 19,585 26,955 29,855 40,740 52,430 ! 65,495 _ _.__ _._ __�__ -- -- 2.OE 5�/" Shear(Ibs) 9,390 9,645 11,420 12,055 14,210 16,240 � 18,210 Moment of Inertia(in!) 346 375 623 733 1,201 1 1,792 2,552 Weight(plf) 15.2 I5.6 18.5 19.5 23.0 26.3 � 29.5 Moment(tt-Ibs) 24,830 26,115 35,940 39,805 54,325 69,905 81,325 ----- ---------- �„ Shear(Ibs1 _ _ 12,520 12,855 15,225 16,070 _18,945 21,655 24,360 Moment o(Inertia(in�) 462 500 831 977 1,601 2,389 3,402 Weight(plf) 20.2 20.8 24.6 26.0 30.6 35.0 � 39.4 (1)For praduct in beam orienlation,unless othenvise noted. Some sizes may not be available!n yaur regian. P R 0 D U CT , �u�, @ Protect product Irom sun and water STORAGE � �°��q°��o � ° ° `� ° � CAUTION: � � �` ° `'' -� Wrap is slippery when wet or icy o a e �� ,� � � „o- .,d„s� .�f�� r"� ;�'J=�'' Align stickers(Zx3 or/arger) �s�,r�s` s�`A �'` directfynversupporttrlocks ��''fr.:,, `5� '` , ,�5� Use support bincks(6x6 nrlarger) �,�y at 10'on-center to keep bundles � ,out ol mud and water C' ��-_'> Trus Joist�Beam,Header and Coluinn Specifier's Guide TJ-9000 � May 2015 4 C Saint Paul Office � .L�--��G" �� 2550 Universiry Avenue West Page No 0 N Suite 201-5 � n � � Saint Paul, MN 55114-1904 'o, Job ��'�j�`,J � Z V 651.251.7570 W y � Eau Claire Office � Comm.No. ��lS`�� O� Y ` 3410 Oakwood Mall Drive � Z-Z Z��C, Wv b Suite 300 �' Date � Eau Claire,WI 54701-2608 � Name�� W 715.55Z.5 3 ��a l��s� � �_ _ _ _ ___;.� __ _-- _....----� - �o� - � �- � R�u�e� i�� _ �� z�bo ��` I.�C�w �/9 S�C'�`- 'r' �'UQ Lf N,l ' / �' �: �I� p ZS�SF" Z•Afi'� r= Z j�AS'� �AN i r��c�r�t�„ W� �� = �� 1;�� - ( r _. � I - . . ��I�i ,��/�� _ ✓ (9� PS� � ^ j� F��/ 4��.� lI"� � � G1 J �-r�w� ' ._-- ---- -- � S�-I; ��r� t��i�r= �6 y,q LL CD�I�, ., -- w �' � ' OS� � l,7� � ,�" ;� �` �ci-� �-c9 N5D�Z L�h� �j�(,�"'Zil(�' �J�-S��!► , � ��g i( ��/D� o��/LO�Dg �'�0�' �� 4 � i �' __� , � �� _ �I�, ��. , ; �� .a�� ✓� �3'�ZX �_�.�_ � � __ -- ', � '; ��w �� ;11� + , 2 �—�- ,, I,�r � / � Q �A�� /�>� D�o8��1 � �� UV�llpt� /� L �--_'_"r/' - ��U�� /4, (�i`z.%Z`9/f (,�"` `g _ _ _, ; 9 ;� � �- ' ydzJrcc� /ti-dc-� v ,, � ! � ��s�! -�� '' //'�8 I ; '�Q. wi�� d'o9 146o,,d °v,d q C�ts /.r� i M., _-- 4�1� I�-5'z �R� ' �_�_ 3��X5�� ' �� /�� ': __ __ i - ----_. _ _ ; I � � s�� s� �9�" �� `� ; �LSr� d,�B 0.0� ' c�l�l� p�0�0�� i-� D�D D�O� �------ _ �y,- i�8q � -�l�s'/� � Q�. s'cz� ,g7c t�%-�'t� �.(� s"t`'�J,S _ �� d� ' � � �� i i ��.�--� �------;_ _ _�_� t � 5�� .,[� c�� " 9�/� Z�� ' �G—�'�' -t�rzG'�7 �is ��0�' , �_ �,�� SE�1�r�E�� . j �/ e ` . �6��' �11� 4�PL-�` �`Gi{Qi��r� �AJ 0� -- I , � / ! �X�� 5`� _�� • �i S , . 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' =�Dlb��( r�-��1(�7� ��G � _ - -- ; , �,� -"�r�-��''I Z ,�- 5'.�x �'�� //�3SJ�� / ' ! �� 9�9'��-----�oq-�� - - � _ —�- – � __ �',wr�� , , –_ ,Zs' , , z , _.�, __�� --�-�--- i �� '�"�� -— ' 9�� , y � qo�'� � I�r�9Q%i� %v/-��}ass��6.�-'� ��z -- -- � aG Saint Paul Office "' 2550 University Avenue West y Pag�N //� � � Suite 201-5 °� � � r�l N� � Saint Paul,MN 55114-1904 'C Job � 2 V 651.251.7570 W � N Eau Ciaire Office � Comm.No � "'�� Y ` 3410 Oakwood Mall Drive 3 � � �� Suite 300 � Date � ��/,� Eau Claire,WI 54701-2608 � � � Name � �/ 4; 715.552.533fi � � i � ' ., � � `� " � � ��' � ! �o r� �� ''� �. � � �� , � , � �� ...r,_ , � ---- r__ , _.�� . . _ _� _ � _ � �� ; � � � N � � `� . - � � --". � � � `� ��1.. �<1 � � � ,.�. � �._, ; . � _____ _ - - -- __ � � _ __. ; �` � � �� ; ; _ " ; � �� • , � i \ ` � � �� , � � � � ��j , __ _ _ • `�1 � ; � - ,� _-- � � � �. , / / � \`�� i � / � ,� I ; � ��, �� t ' / / � �� . / � �j _---___. . . _ � � / ' \ _.__._ _..__..__._._____- — --- ' • �' %� � � .� � � / �� i � , . / ;,, -. i , „ � � � ; ( , ., ,� � �, . , � , y � � , � - _ . . . � ------ - - ,�, i ',• I / r� „ , i � �- � � �� i I� ;,:, ,� � � � , � � I 4..�. , � V ' � � I',' � \ }(J I ___ __ _ , � � ��'s-..__.. _ ..._ .._. !� `�./� '{ � w t ` � � ,�( � � ��.. . � � �'`��:1 t � ��Y . � s `�i �, `. �/� , •�� ( I � A•,`'� �, � ,1 , I-�- •a ' .„ �, ;� I _..---_.__ _.r _._..__ i (� :, � . � f I I ` :�, � a I � I � �� ''`'`�`� �! i .,. _ _ � ;.: _ ._ _ _ _� _ . ___- . , I � , �,�� i " ' I f`' I . .a ':I� I I\ `\� I �y ,�\\ �� ; — ___ � :1_ ----_. ____. ___.__ I ___..._ ... _. .... . �, � ,. _ ..... . .. . .. ... .,__ _____._.. __..__ _ ....... .._..._ ,.. . . ___.._..__ . __ __. . _ .� . I � � E 1'�A ', �� ' ERICKSEN ROED �� a wssocutes ��{ n,;+"V/ �3s�ylti 7�/,"v till.� �m cn w m rn�n cn r.,Uf . _ ___ _ ��i" _----- _ _ _. }�t �� c.�n� �oi c No+ � ��. ��.. ��fD OL N.��r(D 07 , .. C n—W Q n l n�N C� ,}� N� O�� ~C ��61 , (l I�� . �� ,. W`D � ry lll` (n(D � Il YJ Q�� O O O Z � Oa � (� (J7 n� N �7: �'-Y� �� +7� . V Oi fD r <m � O � � C � � N ` 3.; � 3�--, ''' o `° � � -P �,�,L�y�;, � S � rt • . ., ��, v� •. .,. . • , - . , , , • , , w, � � . • , , • • • • . - . . . Structural Engineers . "a. . _,�. `z ( � i l' � � , ° � � �Ss3�. �� x3 � _ �'G�T��.r./ ; �� -� — — —. � , � ;,ssz`��`� s�u�" �IGrZ�/0.6 -��^.,,� ' ..-.. � � � , � l l-��.%3x3�. S?'n..�%�:i 71-- ; --- __ I , _ __ ' __ _ __ , �— — � � '— — — , — — — � , -- ��-S�Z `�ZI�Z `�z �Tr''��'if�`� ', � , . f� � � . , , ,:, .. ' � �- - , � � � _ i � � . 'l '�� , . „ ; � , : :� ,.s` ; .,,,, F� . , �j, . �� : *. ..- ` . ..� � ! ,- a 4 ��,. . 4 i y d � � ' �' u+ . .. C..! �a�� .� ak%- �` � EFr� �':� �t'`. � �r.c� . ,¢'� 4'� � - � � (j � 2 � , � z , i � o � I � � --�_ � _ — --- - � i i ! ! � I ' ~. � � I, � 11 � ' : � � ,� ' i � '�" _--- _ _ _ _ _--_ r _ —_- - __ _.- --------- b � , a � � � ; � � f �� if z �� t � � o � � � � I �% I I I N o � � � �� '__— ' �'�� _—__'__ i _ —.._... ._,__*' �L 1 �. C�j 1 �, v 5114 X 91/4 PSL-PLUS ( � x � � o � c � m �n I � T� T � � 0 � o � o � o m V 5 1/4 X 9114 PSL-PLUSy � u, a � m < = o � � � m _ _. N 51/4 X 91l4 PSL-PLUS y 5 1!4 X 91/4 PSL-PLUS V 5114 X 91/4 PSL-PLUS 51l4 X 91/4 P J 1/4 X 9114 PSL-PLUS _5 1!4 X 9114 PSL-P�US_51/4 X 9 1I4 PSL-PLUS 5 114 X 9114 P , _--- _--- ___ ------ ' � o � o -- - ---- i Dm Dm � _ � z � Z o 1 _Z• i � � � � o i T m � m � � oN oN m 33'-2t/2" i � X � x m � � W � pD Z � C D G D ' m � m � p 1'-2" 33'-2112" r Z r Z � � � p O � O C � O � m � g � _ - _ m m D D � Z7 � � . � � u � i � i _ - � r .�-.._ -� y,,,, ...., �,�___ ��.•_�, ,,,,, ,,,,,,,, � - �� LUS 51/4 X 91l4 PSL-PLUS v 51/4 X 91i4 PSL-PLUS v 5114 X 9 1/4 PSL-PLUS v 5114 X 91l4 PSL-PLUS V 51/4 X 91/4 PSL-PLUS � i i LUS 51/4 X 91(4 PSL-PLUS_51/4 X 9114 PSL-PLUS�51/4 X 9114 PSL-PLUS�51/4 X 91/4 PSL-PLUS� 5114 X 91(4 PSL-PLUS � � ___.__-- --v- --___ ._ y -.___- V __--- -� _ 1 2 __-. 63'-1 3I4" 33'-1114" 14'-0" 13'-81(2" 96'-4114" -� W N - � �� }-�.i;� . . ;:,: - t -. . � �.i � � Q J / -) � . E�o M �� :;.�i .,;,, :� 1 � •,� �`.�t�1 \� � ;� �, k' �: ��T �l � ' (- ``� � �� , 1 ` � ��^"� �4 � �'r,.; � `1 .� �' ' t -� `�� M�r�,� �`' ,, � ' � 3 �, � �� (�i+, ' ' ' , "-i�--�_____ �o � �� ,, • � V .. � _ � ! i ,,.�;' a. �N r� N��i` � i I ��:� `.� �tC '�` �y� i� �, � i ' 1 � � ..,` -114`'_' ,� . Ir`"_ ` _'_.-.__._ �._._.....-- �p ��Q �i\_� 'a � �..r� � �j V� C f �.... � J �`� �k },^��'� (,C� � � ' � .5�t .' X 4 ` -� s l� N N\J� � � �s � �U c�c�l .��'�� :--�'�. : � � � . �1�- � ' � i .� 4 �� - -- , _ .- _. . : - _j_ 1 � � - - �_, . . `. � �� _ � 3� � �� _ . _ _ � � � J � v � . �- , _� � a� � � - -'�---- . . ._:- -:, ! . i �� s�ii -...�� I o�, � � � �` . � ; I �� '� "" -�-�'-- � , . _. . "_. � # �1�`^ �`�tH �. -:, � '_ � i � � .� `. _ •T R �j 1�� I� �� ' � _ _ -_ � � '�t � � � S, � ��) 4 __ � . �� • � � ��. '�� N - ,3 . � � �� 3 �� ~ - - _� I : ' '� � . t�, i �,, ,� , ' ' ` � l ;� � _ v.�.'\�.._. - -- � � , �� ..,r � ; _ , j �; - _ � '� _� , � - � . . � � �� , -- � .�, `�, - ' ( - ---- •.� -� : ' � . � , F-' � ' - � _ ___ __ _�._ .�__ _ . ,�j�. _ - -- - � � --. . �'� � � , - �< ; _ , _- �, . � _ _.___ �----�. � ��,�..�. � � � - . -�� - t ,� . � � _ �, . � � -- � �, , . _ _ _. �: �-� -.- ��`� „�� . � M ' -- � �� - � - � �,� - �� - --- ' � � �,,�., �,,. � � : � � � � � 3 � �� a •��- ,,..� . i� ` ' a �, � .� � � � �� ;� ,�,. � i �-= ,� , � . ; � WESTERN DOOR AND WINDOW SYSTEMS INFILTRATION TEST DATA �� 22C� �uC�l� P�- I� Zoi� - C�33 ' Fer�estra�ior� Testir�g �abora�car�, �nc. 10235 Sth Street *�4ncho Cucarrscan�c�. �A 4173t� �P'li. (9Q9�477-4343 *FAX (9t?4� 477-4348 Keport No. : '1�1�-(?2t) llate : )u1�- 10, ?1114 Pagc: : I of 5 REPORT SUMMARY: _ _ _ REPORT #:T14-020 MANLIFACTLIRER: WESTERN tx'INDOW SYSTEMS, INC. PRC?DC1CT TYPE: ALLIMINUM THERMALL�' BROKEN CASEMENT SERIES: 670 CASENiENT VG"INDOW SPECIFICATION: NAFS A440-2011 PERFORMANCE GRADE: Ct'X140 TEST COMPLETION DATE:JUNE 24,2014 � Ke��<art Nc�. : "I'14-02t) . 1'a�e : ? ��f� T.E.STED_FOR WESTERN V�'IND4��S4'STE14�iS �621 S�utll 2�tli Street I'h<�eni.r-,.-ll $St)4C) 1.0 PU_R_POSE 'I'he purposc ot dli� report is t<:� present the testin�rz�ethods etnplo�-ed aiid test reslilts c>l�taineci dt�riug d1e perEr>rmance testin�of one {lj Thermally Broken Aluminum Casement LY�'indow descril�eci in paragrapli=�.t) c�E tliis re��>rt. 2.0 T...E.S.T_RE,FE_RENCES 2.1 N:�F� —'\'orth .lmcrican f�enestrati�>n Statldard/�peciticatzc>n fc�r��-indows, doors, and �kt'li�hts _�:��1_1/�Z'D:1i.:1/C��;� iC)i/I.S2/.1=�4�)-lt Class C1x'PG4Q Size Tested: 91�x 2134 mm (3G x 84 in) Type: C 2.2 .35`I'1�S l� 5�� - Forced Euu-t- Kesistance T'est� l��r��'ir�dou�s. 2.3 ��1��ii�i 301 - 90 Tvrced Entn- 4tesistance"I"ests fc�r��'indows. 2.4 :1S'1':�1 F�;17�4$ - f:�,1•aluatiiz�the l:n�;a�ement Betu�ecn\�'indo�ks and insect�creetls as a�� 1nte�;ral Svstem 3.0 SUMMAItY Thc rest resutts in paragraph S.E�indicatc rl�at rlle test saiii�lt describerl in parsigraph �.O of tliis rcport tor�iplitd with the perfnrmaiice reyuiremcnt� oE thc nlx7��e referenced specificatic�ns. 4.0 SAt��iPLE SUBMITTEI? -__ ___._. _.__.__ SERIES: 670 Casement WindowT CONFIGURATION: X �RAIti1E S1ZE; 914 mm �2134 mm (3�.98" s 8�.0?"j VEiVT SILES; $83 mm x 2102 mm !'3-�.%t>"x 82.'rG") GLAS$:� "F�le insulated glass ui�it �ti�as 0.75"oc�eral)��-ic�e w-ith 3 t�7i��anncaled glass on borh sic�es ai�c� a ',z>, spacer S.PACER: `I`(�e spacers�vas '%:"«-idc"I'PS black. G,LA7_ING:, '�t'he vcnt��-as drop�lazed fr�:�m the eXterior�uith 3/$'° x 11$" dolible-sided ad�iesit�e fonm ta}�e. :1n f�DPF settit��;block measttring C1?�"11.125" x �"«as set approxim:�telt� -�"each �x a�- frorn d�ie liin�e side botrr>m cc�rner 3nd �"each �va�� frorn thc lock side r��> corner. �ilicc>ne�ras a��alied apprc3�imacel�• !.a"each u-a}• at each�larin�corner aIc>ns the toi�cealecl side (exteric�r faci�s�) ��f tl�e gla�ir�g tape and a dal� of siliconc a�j�lied <�n the int�eri��r si�3e at the�;lazing comer. :�lumiiium suap-in glazin� s�op t�,�as applied full p�rimet�r of the fite� F;ach �to�� cc�ntaii�ed a strip of pull-iri glazin��-ii�r1. IZel�ort Nc�. : T1-�-C��tt Pa�e : 3 �f 5 WEEPAG,E; "I'l�e sill ��a� sIc>ped anci t11e Fent bc>ttorn ra.il did ric�t IZare bulb�-icit�l to allocv�x-ltcr t<��drair� out the sill. "I'he i-ent paziel battc>m rail cc>ntait�cd a 3/8"c3ia�xaeter�ertical��-ecp at each end that w�ent stra�i�l�t thrc�ugl� tl�e e�tru;ion ��=alls. WEATHERING: T'he fra�ne�conc,iiiled a strip c�f hollow bulb�•inei�eatl7er strippiti� Eull perin�eter facin�c>ur anci chc �-ent contaiiled a strip nf hollo�v k�ulb�-inF1 c�n t11e tc�p rail 1nd stiles facin�ii7ivard; the l�ulb �-tn��l�vas nc�t ap�lied ro tize b��ctom rail to all�tr=water to drau� ofEcaf the sill. HARI7W'ARE;_ The eent»=as suppc�rted in the frame�vitl� "l.?�" metal t�vo leaf butt hirl�e locaeed �.?S"and ?t)?�" frc�xn eacla end t<�r a total of fc�ur. Each laingc had oilc leaf fastencd t<� the�-ent�iitli tliree #10 � 3j8'° 1'PF��1 screu�s ar�d c�ne leat fasteized tca the fr�ime�ti-itll tlirce#8 x�''+" PPF�� screiks. �I'he s<ish ancl frarne ec>ntaiil�c� a fcrur-point Interlock l��cking system operated ht�a eart� Ilanc3le 1<acated on the lock jamb apprc>>cimatel�� 1C�.5" from tlic bcattc.am tsee the. bill c�f inat�rial� for lock detaiEs}. ��1ien close�,each!c,>ck�in en�aged its respecti�-e strike located lf).�"and 3"?.5" trom the tc�p and G"and 2�3" frr�rn the,bottoin oE thc:lack stile. �.:ach strike �vas Fastened tvirl� a pai�of #8 x �/$" PFI��I scretvs.The laek rod cc=as �upported in t�ie jamb br a pair of clipsJguides�cr Ic�ck piri. I��ach 1<>ck rod clip ��as fastcr�c:d to thc jamb tvith a pair of�S s 0.f5" PF��-1 scrElus. 'I'hc sash�va� �aperarcd by an Interlock single arm rato-operatr_�r in the sill. "T he operatr>r�cas fastet�ed u�itii four #�3 � 1"PF�FI scre�ti-s. "I"he metal t�rack fc�r the r<�>rt>-c�peraror�vac_ fastened to rhe i-rrit b«ttr�m rail�vith thrce #8 s 3/t3" scrc��-s; t�ko �vere I'F�F� and one«�as PPI I. Tlie I'I'F�I screw serti•ed to li�iit �-enr<�per:iuc�ti to %t1 de�;rces. CONST.R...liCTIC?N; �'enc cc>ruer� �vere rrutered, ke�-ed and srakeci. The frame cc�rners�ti-ere mcchaiticall�� jc�ined tividl a ��tir oE#g x 1?5" 1'1'E-I screws. 'I�he frame cc�ntaiiiccj a snap-in plascic fliermal c:�vin•caeer on tllc debridged side of the tl�crY�ial brcak full perirneter. The tlir.rm�l l�reak c�ebric�ged�kiddi�va� t).2?". CAULKING: '�1"he folla«u�g were :�ealed: 1) 'Che trame re�rners hi11 protile. 'j 1'ent corr�ers full expc7sed prc�kitr:. 3) 'l�he back an+� l�ead c�f all e.tiposecl scre�G•s inclucliri�installsir.ie�n scre«-s. �i T'hc rc�t<7-operator tivas �eale�3 t<a thc sill at the base a��d t<a the ti�ertical sill l��vith a #c7an� �;15}iC't. ANCHQRING: "I�lie blocl; fratne�vas �richored t�o r�he 2" �G" �vooden rou��1 openinv�tivitll #10 s 2.S' screa-s applied evez-� 14" on ceriter full perimeter. 5.0 TEST PROCEDURES AND RESL'LTS _ - ----_ _ _ 5.1 .��1P testing prc>ceciures�cere: perf�>rmcd in acc<�rdance u-ith tlie}�erfr>rmancc requireincntti ot the test specificat�i<>iis referenced in para�,>rapl�i 3.t) of this rc:p<.�rt. Rcpc>rt No. : �I'14-C)�{? I'a�e ; 4 of� 5.2 TEST_RESULTS - PARAGRAPF� TES1` DESCRIPTION 11�1EASURED ALLOWED 9.3.1.2 Rvtan- Operators �taxiineim Force ro iniciatc mouan 13 N {'?9 lbtl Report oul�- �fa�iilliim force to a�aitltain mc�ri«ti �3 N (1.£�li�f) -�� N (10.1� 1bf1 9.3.1.3 Latching Device O�en and Close l.atch L?e�=ice l6 ti �3.6 lbf; 1{lt� N {22.48 Ibfj 9.3.2 Air Infilcration (ASTl!-i E 283) �� 1'� 3.0 1_/'s'z�i-' 1_5 I_/s•tn-' {1.G P�1�) 0.2 CI�':�lJfr= q.3 CF�i%ft'- `I'lu tcstec��pccimc:�cxcccd�t(��c��•rfirrm:�ncc�cyuircmcnts sprcifxxl ia:A_A1L\i��G�1�RI\r`"(:!�.1 l01 % l.S.?/;14�}(3 fc,r air leaka�e re�i:.tancr. Air E.�filtrati�n {ASTM E 2$3) %S 1'a 0.� L/s•m= 1.5 l..ls•in'- (1.6 P�I'r 0.1 C�=�i/ft' It.3 C:F=1��i/ftz "1'Ite c�irer�ill s�=stem met the:�2 Canadian air intiluation performancc rcyiairem€nrs UIIC�NL i�s�1�';��11. 9.3.3 Water Penetration (AST11�1 E 547} I�i() 1'1 ("-�.� 1'SF�} itio 1..eaka�e �ic�Leakage 11'ith/withotu screen In addition r�� t�ie L.`4 requirem�nts, the s}'stem rnc�t the�vatcr penctrauc�n requirements undcr:A��OSl-U9, the Catiadian �upplemei�t zo�_�F�. 9•3.4.2 tiniform Load Deflection {ASTlti1 E 330) 1=3-�O Pa (i�:f.�)8 P�I� POS (1.?� r�m ;t).�13»1 1?.tlU�nm (U.�7"; 1=��C) Pa (3t1.[)S PSI��) NEG 1.t?�)rnn� (t).!)=}") 1?.0('�mrn (0.47"j 9.3.4.3 Uniform Laad Structural(ASTM E 330) 21G0 P<� (�5.11 I'SI�� PC)5 I").{iO rnrn (Q.(?�"j 1.2� mm {C).?5"j �160 l'a{=�5.11 P�I�j :�i�:C.�� (J.Ot t mm(0.00") 6?� min {(??5") 93.6.3 Forced Entry-{ASTM E 588 and CAWM 301) .�S"I"11 I� �88 T�°pc 13 C�rade 1t:J \o I:�nrr} No I::ritrti- C:.�\�'t�1 301 '�T�t�pc lI l�'iiidc�w :\o l�:iitn� i`1c� Entrt- 9.3.6.4.2 Sash Vertical Deflection Tesi 2?tl N (Gi)Ibf.j ?,fl()mm ((!.(}8"j i%.�(J mm i(:?.C>9"j 9.3.6.5.2 Distributed Load Test- 5�5 N {122.5 lbf} Total Load (liniited to 70°open) Upeniti�and C:losin�directic>n Nt> I�a�n��e No dama�;e 5.3 O..PTIONAL_PERFOR'�1ANCE GRADES 9•3.3 VG'ater Penetration (ASTM E 547) 29t) Pa (G.4)fi I'�Fj I�o Leaka�;e �� I.cakage �k�'ithji�-ithour screen tn additian tF� the Uti rc:quirements, the sti>stem met the �varer penet:ratic�n requirerner�ts ai�der�1�t�O51-f)9, tl�e(:anac3ian Supplement t<> N:1I�S. Iteport No. : "1-1-�-t)?0 Pa�e : i c>i S 5.3 OPTIONAL PERFO_Rh1A_,N,CE GRADE...S. �C.ontinued� P.ARqGRAPH TEST DESCRIPTION MEASURED ALLOWED _ _ ___—_ 9.3.4.2 Uniform Load Deflection (ASTM E 330) 192O Pa (�l).10 PSI�} PC?S 1.00 mm (O.f)�}"1 12.0O mm ((").�7") 1920 Pa (=10.1(l I�'Sf�} I�;EG 1.?3 n�ni (O.fJ�"j 1?t�0 mm {U.47"1 9.3.4.3 [Jnifarm I.oad Structural(ASTM E 330} 28$t) I'a {6O.15 PSf�POS 0.[)0 mm �t).0O'`� 6?� rnrz� (().��5"j 2F's8O pa lGi).l�PS}j NI��G ii.t)C) mm (O.OtJ") 6.27 mrsi (0?5"} 1'cr the ;1-1-#I)S 1-t)),Canadian�upplement to<1:-1�i.1/li`Ill�I.1/CS:1 lt)1�`I.�2/.1-�-�0. N.-11�� 5.1 Insect Screexi Serviceabiliry Test (A�TM E1748) Gf�iV in the c�ut�c�ard directi<:�rt Pass I'ass For a ecamplete descri��ion c>t rlle testee� san�iple refer t� rhe;ittac'hed tc;n (1U) pa�es consisting c�E the 1�i21 of materiats, cross sectir>n dra�c�in�;s, and individual die drxtvin�;s. Cx�a�s scaian dra�ving: and clie dralvizlgs c>�ft�ame members are on file and hn�-e been ccampared to the sain�Ie subinitted, 'I�'est sainple sectivns,drawin� and a cc�p��ot thi�:report�rill be rctained at the test laboraton�for four vears. "I'flis rest�rep��rt may cir�t be modified in anc•tiv:�t-«�ith�ut tl�e is-i-ittezl conscnt<�f F�cnestratiori Testi.n�I.,abc�rator��. "l�he preceelitig test resLilts relate onl�� tc> d1e te�ted speciineii and��-ere c:>btainecl b�� u�in�the applicablc:\S'1'1�1, ,�:l;�i:i, and ('�1��':�1 test methods. "I"his report dc�cs no�ecrosunite certitication of this product. C�rt�ticatic>n ca�x c>nl}� be�ranted b} :►rt ap�ro��ed administrator and/c>r ralid:itc�r. 't'e.tiri�<�om�lcted: �u�ze 2-�, ?O l-t Re�pr�t-� Coinpleted: (ulti lO. �t)1=� � :--�, ,;-� � �� _ :...-- � j ,' : �--,-`��=s-w ��..... /�, � j, �''- t ' � t � � ' ; _1'erc`f�i-u'i t __—� . ,�� itl� (;rii�r � �l�est Engirleer "I'e5tin 7 t f`� ) �,,Rl�iager f �� I ��..,, ,. � BILL OF MATERIALS FC?R 670 SERIES P�&D CASEMENT L - 6124114 MO � ITE WESTERN'S NAME AND SUPPIIER QTY NO. PART NO. DESCRIPTION DiEtPART NO. 1 ET6704 EQUAL LEG JAMB/HEAD SIEF2RA pPTiON 904658 2 ET6702 NAII ON JAMB/HEAD SIERRA 1 904675 3 ET67Q6 EQUAL LEG SILL SIERRA OPTION 904659 4 ET6708 NAlL ON 51�L SIERRA 1 904674 5 ETfi710 SASH SIERRA 4 15644 6 E152 3!A"GLASS STOP,SNAP iN SiERRR 4 906063 7 E157 7;8"GLASS STOP;SNAP IN SIERRA C?PTIC.7N 907218 8 E153 1"GLASS STpP,SNAP IN SlERRA OPTI(7N 906070 9 H6133 E732 ASSEMBLY CORNERS SASH SIERRA d 908728 10 E6720 SCREEN FRAME SIERRA 4 904656 11 H167M SCREEN CORNERS SIERRA 4 904679 12 H6702LSS SINGLE RRtvt RO i 4 OPERATOR INTERLQCK 1 C011-0112-085 33 H6704L8 CRANK HANQLErCOV�R kNTERLOCK 1 C011-0605-OOB 14 ��g TRACK�C7R OPERATQR INTERLOCK 1 C011-4614 15 H67306 LOCK INTERLOCK 1 CL03-0545-006 16 H6729 �pCK RETAINER INTERLOCK 2 CL03-TBD 17 H6729.1 SP IOCBAR CLIP INTERLOCK 8 C L03-T B D �g Hs�ssSS 4-POINT SS LOCKBAR INTERLOCK � CLO1-0022 �s H6731 LockbarSt��+bre��l��-��~�� -�� -'s�,,E�7-ER�C� 4 a L._.-� �:m.. . ._ . ___ _ ��_ _.._.,__o ......__._ .._ __.._��4�2 2a4��-OQB 20 H6711 BUTT HEN�'aE "T /j,,�,.�� ME�RON CQRP 4 �! .l., __�_.� __-- _.. ._.._. _.e _ 45306 , t�_� � B(LL OF MATERIALS FOR fi7Q SERIES PB�D CASEMENT L - 6/24/14 MO 21 NJ1339 GLAZiNG VINYL AT STOPS AND GLASS BANDLOCK FULL SA5H BL-206g BLK w15tring PERIMETER 22 W1309 BU�BVINYLWEATHERSTRIPP�NG BAND�OCK NTX2 4155500 BQ80t6 W X 2 23 W 1318 SCREEN SPLINE BANDLOCK 2XW+ BQ-8347 005508 2XNT 2d W 1370 .12"X.37"GLAZWG TAPE BRON TAPES FULL SASH PERIMETER 25 H2225 .25 X 1.125 X 2 HDPE SETTING BLOCK 6AND�OCK 4 H2225 26 H1Q96 SILICONE CORNER SEALANT NOVAGARD PER SEALANT JOINT FOR PERIMETER FRAME ONLY S1077B .140Z 27 H109B SILIGONE CORNER SEA�ANT NQVAGUARD PER SEALANT JOINT FOR VENT ON�Y S1077B .200Z 28 H2498 CHARCOAL FIBER GLASS MESH 24"WIDTH PNIFER WIRE W X Hi144 3024414 5creen Cioth 36 29 H6725 SCREEN TENSiON CIIPS QUANTIX 10 tbd 30 TBD SASH SUPPORT RAMP TBD 1 3� F5054SSS #3-32 x 3i4"PH PAN HERD STAiRiLESS Copper State 12 32 F5052SSS #8-32 x 3.�8"PH PAN HEAD STAiNLESS Copper Sta;e 12 33 F5Q'1Q5SS #8 x 1-114"PH PAN HEAD STAWLESS Copper State 8 34 F5008SSS #8 x 3i4"PH PAN HEAD STA(NLESS Copper State AS NEEDED 35 TBD #$x 518"PH PAtV HEAD STAINLESS Copper State AS NEEDED ��:,�� ?'��`�� .AB 3 y- `---.-.�..J„_................._._..»,....».�..,-,.�.....,...�...-.�.tio.>�......,.........�._....,.� � ("�� - �T~ i 3 y f:�,; �!`� U2o �...�. _� _._� ___ _ ___ ��___.__�_____..� I �f l �;. �> .._ ,_ ,_ �h ,q A.,<f µ,�...��' u� � _ �� western window systems Revision This Window Is Set For Therma { Break asau��r A nansn.4 �.rJ � AS E3UIL1- B o�r2sr�a eta A Q D1 Q � • Poured And De-Bridged For Thermai Break L, B • 0.750" O.A. Dua� Pane Glass Q2 z •• 1!$" (3mm) Clear Annealed Glass u� � " � •• 1i2" (12mm} ThermoPlastic Spacer (TPS} a °� � � •• 1i$" (3mm} Clear Annealed Glass v � � • Naii-Fin �=rame � C O ...-..... . ..-......n _....... ..... .._... ........_ . ....................._. _.._ T IO �,��`€..-��l ��:�� `� . : � � r � � g � � � _.._ ..__.._ �___ — _�_t` . . # ��.rJr3$ G'�'J � Q ?�,�"`�'— c%'2�, � - � - _ _ _. _. + �, � __,.___._ ----____ �`�� 36.000 FSW � d �_rU'- r � � d Series 670 Thermally Broken Hinged Casement Window DRAWNSY Eht OaT[: 02l13na F1LE� ti7CMMA SHEE7S E(�) OF 03 4.500 �� 1 1.000 western � window systems �:,,_,,.,�.,r.�e�.,,,�.�,: "' W 1390-Thermai Cavity Cover Revision � W1309-Bulb Viny! o kS6U1�� (N176��4 E2� — QAS 8WL1 06;25114 EM EG702 Q � � �r- � ~ � � CQ /� c+j E6710 N / � W1309-Bulb Vinyl L'� '-1-- � f_6720 � � 0.7�� E152 _ � � W1319-Screen Spiine n� 1339 � Exterior Vinyl � W1370-Glazing Tape � I � � �.�� E152 —1— E6720 O � � Efi7tQ ��-- � cP M � � �i E E&T08 � o T @ (n U ...... ......� .� � � ._. .e._.m... � 4t M' ��`�It�'�� ?�t��`��.! �.�1''��... � � _.. v_ �� tD � d �, _d� ._��..�.� , � ,. _ ��f �j 2 �h� Q 1.000 I � Q _ _.._ _�... ..,._ ��_...._� ��._,.�.,� � c � _�� ` j t �►,500 ._ ., ..... � � �.�..�.�_�. .��_.._ .��.�; Perimeter @ Head / Sill °"A`yA°6Y: E" AonTE: ozr�a�;a Series 670 Thermally 8roken Casement Hinged Window r��: �,4,�ti,� SHEETS �t�) c�F oa �r western window systems W13Q9-Bulb Vinyl .,.,,.„,,.> , �.. 2 72� Revision 2.721 AS k3UiLT W 1390-Thermal Cavity Cover W 1319 /� �w zs;ia e� Screen Q c�du�ar �t� Spline W 1370 � N Glazing � Wa Tape p � 0 � � «, w Q W w � � .._ _.._.. � O '�t ln - d O p n � p u -- W O � ��l N O w W 0.660 1.811 � � 1.811 0.660 _��... . ._�..�_.,_._r-- � -- �. — �...��.�z� ��{�� `,`�M�� _�i� � 3.221 � � 3.221 � � i � �d.,��...._.- �, _ , ;., m � ;��5� �r��t`;__.. ..,.. .___.---- u3 0 � �� t� �� __ ..._,_.__ W1339 � �� ; ��.�1�._a....�,�. ..._._._ �.�.�. �_�..��._ m..�.__�� __. Ext�riar Vinyl � � - i 5' d ` � 4/C� '1' � r � � ' 4.__._. . .._ �.� Frame Size Width �' : � . ..._.__.. �' ¢ m � Q g Perimeter @ Jambs DRAYVN BY: Efd Series 670 Thermally Broken Casement Hinged Window �A,E: ati,�;,, FILG; 67uA,4h1A SMEETS D(2) OF 03 _ _.�._. _.... _ _ _ __ _..� �NONE _. . ___.._._. _ _.. ..1111 RTII PIRT ....... _..... ........_. ..__.. . �-- -. - -.-_...__. _... l?7C�OSF n ,_.. _ , ....., . _ NI (PUfNT OF INTFRSECI'IONj TIfEOKF.TlCA6 FOR ORA111NC PURP09F.S bNLY. ' �� - SUt�FAC H ��-� ... . .. j TOIERANCP �� STAIIDARO _.. �...,.,.,_ � - 4.:1Q0 __._. . ..�..- ____----"- I .2U1 8011 Of 'fjtT � �._____�._._.�. ____ --- - — � � STRAtG1ITNESS f1125/P[ � --- z.tari _.__ - . 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CL'S't'U�R SCALE Fu?? tiG. 3 ��-"7 � { G-� ( ) t WESTERN INSULATED GLASS 4�1 E�j� t ._ �� 1 C1 ��1.:{�� -�:il� `.�..�,:1�1,�{,�t�� 2345 Fleetwflo�' Drire � a�.P.T hA�r Li� ::a P.i�er�ide, California 9?509 ��V�� i Eec�U};ei—,eau F��: {9os};si—>e�� SERIES 1�0 SNAP—IN 7516 STOP M { Kar-Keat Chong From: Mark Reiland <mreiland@nswdsolutions.com> Sent: Wednesday, February 03, 2016 2:34 PM To: Christina Stark; Kar-Keat Chong Subject: Western Test data Attachments: 670 CASEMENT [EXP.2018.07.10] AAMA STRUCTURAL TEST.pdf; 800 SGD OXO EXP 2013 09 08 AAMA STRUCTURAL TEST(C30).pdf Christina, attached is the info I just received from Western window. I believe this contains the info you requested. One of these states 800 Series, but the same unit now is the 600 Series.Just a name change. Contact me with any questions. Thanks, Mnrk Reilnnd � P 952-920-0909 � F 952-920-3281 � C 612-669-0124 � www.nswdsolutions.com 7868 12t"Avenue South - Bloomington, MN 55425-1001 �� ST��V�' �� so#�ttor�a 1 � , Fenestration Testing Laboratory, Inc. 10235 8th Street •Rancho Cucamonga, CA 91730 •PH. (909) 477-4343 •FAX (909) 477-4348 Report No. : r109SD-086 Date : September 8,2009 Page : 1 of 5 TESTED FOR WESTERN WINDOW SYSTEMS 5621 South 25th Street Phoenix,r�Z 85040 1.0 PURPOSE The purpose of this report is to present the testing methods employed and the test results obtained during the performance testing of one (1) Thermallv Broken Aluminum Sliding Glass Door described in paragraph 4.0 of this report. 2.0 TEST REFERENCES 2.1 Standard/Specification for Windows,Doors,and Skylights AAI��/WDMA/CSA 101/I.S.2/A440-05 SD—C30 3688 x 2481 (145 x 98) 2.2 ASTM F 842-Forced Entry Resistance Tests for Sliding Doors. 2.3 CA�`V1�1 300 - 96 Forced Entry Resistance for Sliding Glass Doors. 3.0 SUMMARY The test results in paragraphs 5.0 and 6.0 indicate that the test sample described in paragraph 4.0 of this report complied with the performance requirements of the above referenced specifications. 4.0 SAMPLE SUBMITTED SERIES: 800 Sliding Glass Door CONFIGURATION: OXO Inside Slide FRAME SIZE: 3688 mm x 2481 mm (145.20" x 97.68") OPERABLE SIZE: 1308 mm x 2429 mm (51.50" x 95.63") PRIMARY FIXED PANEL SIZE: 1235 mm x 2429 mm (48.62" x 95.63") DEAD FIXED PANEL SIZE: 1197 mm x 2429 mm (47.13" x 95.63") GLASS: Each of the panels was glazed with a 7/8"overall wide insulated glass unit containing 3/16" tempered glass on both sides. INSULATED GLASS SPACER: r'111 insulated glass spacers were aluminum box type, single sealed and 0.5"wide. GLAZING: Each of the panels was channel glazed with a vinyl gasket. WEEPAGE: Sloped sill. Report No. : ��09SD-086 ! Page : 2 of 5 WEATHERING: The frame head and jambs contained a single strip of two finger vinyl located in the fised channel facing out.The finger seal located in the frame head was applied the full length of the fised panel onl��. The false jamb contained the follo�ving: 1) The operable pocket contained a single strip of 0225" Q-lon bulb facing in and one facing out. 2) The fixed panel pocket contained a single strip of two-finger vinyl facing out. The following members contained a 0.380" overall high polypile weatherstrip: 1) Frame head- one strip in the operable channel facing out and one facing in. 2) Frame sill- one strip on the innermost leg facing out. 3) Fixed interlock- one strip facing in. 4) rlctive interlock—one strip facing out. The operable panel bottom rail contained a full length push-in vinyl flap sealing against the threshold.r�t each end, the flap seal was fitted into an aluminum insert that in turn was fitted into the stiles. HARDWARE: At each end, the operable panel bottom rail contained an adjustable tandem steel roller in a metal housing. Thirty-nine inches up from the bottom rail, the lock stile contained a recessed dual point mortise lock and handle assembly fastened in place with a pair of screws.When closed and locked, each hook on the lock engaged a stainless steel strike in the false jamb fastened with three#10 x 1/2"PFH screws and bolts. CONSTRUCTION: The frame corners were each mechanically joined with a pair of#8 x1.25"PPH screws and each of the panel corners with two#8 x 2"PPH screws. The debridged widths were as follows: Frame = 0.28",Interlocks = 0.32",Rails and stiles = 0.22;Insert= 0.19". The primary fixed panel was secured to the frame as follows: 1) An aluminum T-clip was secured to the frame head and interlock with �#10 PPH screw in each leg. 2) The bottom of the interlock was secured with an aluminum angle clip. The clip slipped into a channel at the bottom of the interlock and held in place with a #10 PPH screw, the clip was then secured to the sill using one#10 PPH screw. 3) The fixed panel jamb stile was fastened to the interior center leg of frame jamb at mid- span with one#8 x 1/2" PPH screw. The dead fixed panel was secured to the frame as follows: 1) r,n aluminum T-clip was slipped into a channel at the top and bottom of the false jamb. The vertical leg of each clip was fastened to false jamb a#8 x 1/2" PPH screw respectively; the horizontal leg of each clip was secured to the frame with a #10 x 2"PPH screw respectively. 2) Forty inches up from the bottom rail, the fixed stile was fastened to the false jamb with a #8 x 1/2" PPH screw from the interior and exterior. 3) The jamb stile was fastened from the interior to the frame jamb at mid-span with a #8 x 1/2" PPH screw Report No. : r109SD-086 � Page : 3 of 5 CAULKING: The follo�ving were sealed: 1) The sill to jamb joints were sealed full profile. 2) The false jamb was sealed to the sill interior leg at to the head center leg. 3) '�ll scre�ys used to anchor the frame�vere sealed. 4) Frame perimeter was sealed to the�vood rough opening from the exterior. ANCHORING: The Sliding Glass Door frame was set in a 2" x 8"rough opening and fastened as follows: The frame head was fastened to the rough opening with the screws used to secure the T-clips at the fixed interlock and false jamb. The sill was fastened with eight#10 x 2.5"PFH screws. The jambs were each fastened with six#10 x 2.5"PFH screws. 5.0 TEST PROCEDURES A1�iD RESULTS 5.1 r1ll testing procedures were performed in accordance with the performance requirements of the test specifications referenced in paragraph 2.0 of this report. 5.2 TEST RESULTS PARAGRAPH TEST DESCRIPTION MEASURED ALLOWED 5.3.1.1 Operating Force (ASTM E 2068) Breakaway 22 N (4.9 lbf.) 135 N (301b£) Motion 18 N (4.0 lb£) 90 N (20 lb£) 5.3.1.1.3 Latching Devices Open and Close Latch Device 9 N (2.O lb£) 100 N (22.5 lb£) 5.3.2.1 Air Infiltration (ASTM E 283) 75 Pa 1.5 L/s•m2 1.5 L/s•mz (1.6 PSF� (0.3 CFM/Ft2) (03 CFM/Ft2) The tested sPecimen mects the performance levcls specified in AA�L�/WDM.�/CSA 101/I.ti.2/A440 for air lcakage resistancc. 5.3.3.2 �Y/ater Penetration (ASTM E 547) 220 Pa (4.50 PSF� No Leakage No Leakage ' With/without screen 5.3.4.2 Uniform Load Deflection (ASTM E 330) For Interlock 1440 Pa(30.0 PSF� POS 44.50 mm (1.75") Report Only 1440 Pa(30.0 PSF� NEG 42.00 mm (1.65") Report Only 5.3.4.3 Uniform Load Structural (ASTM E 330) 2160 Pa (45.0 PS� POS 1.50 mm (0.06") 725 mm (0.29" Set) 2160 Pa (45.0 PSF� NEG 1.50 mm (0.06") 7.25 mm (0.29" Set) 5.3.6.3 Deglazing(ASTM E 987) 320 N Stiles (701bf.) 10% Less than 90% 230 N Rails (501bf.) 6% Less than 90% Report No. : 1�09SD-086 , Page : 4 of 5 6.0 �.3.5 ASTM F 842 Forced Entry Resistance Test Results For Sliding Glass Doors Table A1.1 Grade 10 1?.2 Type "B" Sliding Glass Door 10.3 Results of Operable Panel TEST RESULTS DESCRIPTION �12.5.1 �12.1 Passed No Entry r12.5? B1 Passed No Entry A2.5.3 B2 Passed No Entry A2.5.4 B3 Passed No Entry A2.5.5 B4 Passed No Entry A2.5.6 BS Passed No Entry r12.5.7 B6 Passed No Entty r12.5.9 A2.2 Passed No Entry A2.5.9 A2.3 Passed No Entry 1.2.4 Type "D" Sliding Glass Door 10.5 Results of Fixed Panel TEST RESULTS DESCRIPTION A2.7.1 A2.1 Passed No Entry A3.7.2 D1 Passed No Entry A2.73 D2 Passed No Entry A2.7.4 D3 Passed No Entry r'�2.7.5 t12.3 Passed No Entry 6.1 5.3.5 CAWM 300-96 Forced Entry Resistance Test Results For Sliding Glass Doots 2.3.2 Type "II" Sliding Glass Door 6.1.2 Results of Operable Panel TEST RESULTS DESCRIPTION 6.1.1 Passed No Entry 6.1.2.1 A Passed No Entry 6.1.2? B Passed No Entry 6.12.3 C Passed No Entry 6.1.2.4 G Passed No Entry 6.1.2.5 D Passed No Entry 6.1.2.6 E Passed No Entry 6.1.2.7 F Passed No Entry 6.1.2.8 G Passed No Entry. 6.1.5 Results of Fixed Panel 6.1.5.1 A Passed No Entry 6.1.5.2 B Passed No Entry 6.1.5.3 C Passed No Entry 6.1.5.4 G Passed No Entry Report No. : r109SD-086 ! Page : 5 of 5 For a complete description of the tested sample refer to the attached cross section draw�ings. '�ssembly and die drawings of frame members are on file and have been compared to the sample submitted. Test sample sections, dra�vings, and a copy-of this report�vill be retained at the test laboratory- for four years. This test report may not be modified in any way without the written consent of Fenestration Testing Laboratory. The above test results were obtained by using the applicable r1�I��,r1STM and CAWI�1 Test Methods. This report does not constitute Certification of this product. Certification can only be granted by an approved Administrator and/or Validator. Testing Completed: September 8,2d09 Report Completed: September 10, 2009 . �► Pe ruz Jim Cruz est Engineer Testing Manager . ` � New Construction Energy Code Compliance Certificate ��i�� Per N I 10 L8 Building Certificate.A building certificate shall be posted in a permanendy visible location Dace Certff,cate Posced - inside the building. The certificate shall be completed by the builder and shall list information and values �O�� of components listed in Table N 1101.8. FEB � O Mailing Address o([he Dwelling or Dwelling Unit City � 1220 BRACKETTS POINT ROAD ORONO,MN 55391 C��(OF ORONO Name of Residen[ial Contrec[or MN I,icense Number WELCH/FORSMAN ASSOCIATES BC005890 THERMAL ENVELOPE RADON SYSTEM Type:Check All Thaf Apply Passive(No Fan) �� o c� �� G � � — � "' � Active(With fan and monometer H � � ,b o or other svstem monitoring device ) �e � � a „ o a 3 � �j — o b � � d � `° U A v c' W W � � � >, j o z � � o a w X o Insula6on Locofion x =° =° v � � � — �tl `o �° �° � d v ro � ❑ � � � � � � � � � on on t-� 5 ,z ;�. i�. i r° � u: i� Other Please Describe Here Below Entire Slab(a�gargage 13.7 X Below Entire Slab(a�crawl space 13.3 X Foundation Wall 17.6 X �ntedor Perimeter ot Slab on Grade X Rim Joist(Foundation) 26.5 X X inceyrai Rim Joist(1"`Floor+) 26.5 X X integra� Wall 27 X X integrel Ceiliog,flat 53.6 X x Ceiling,vaulted X Bay Windows or cantilevered areas 39 X Bonus room over garage X Describe ot6er insulated areas Windows&Doors HeaNng or Cooliog DucK Outside Conditioned Spaces Average U-Factor(exdudes skvlighrs ond one door )U: 0.39 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.32 R-value MECHANICALSYSTEMS SELECT MECHANICAL SERVICES Make-upAir SelectaTvpe Domestic Water Appliances Heating System Heater Cooling System Not required per mech.code Fuel Type NG INDIRECT ELECTRIC * Passive w/MOT[�AMPEx Manufacturer NTI AMTROL LENNOX Powered Interlocked with e�chaust device. Model TFT HM XC16 * Des�r;be:xiTcxEN xooD Input in (2) 80 7 Other,describe: Rating or Size BTUS: 110 000 Ca aci Out ut H@at 98,640 Heat 59,230 Location of duct or system:MECH ROOM Structure's Calculated Loss' Galn: AFUE 95% SEER: �g or HSPF% Calculated * Etficienc cooling 432 Cfm's '� "round duct OR Mechanical Venfilafion System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two fumaces or air Combus6on Air Se[ect a Tvpe source heat pump with gas back-up fumace):2 AIR F�ANDLERS&A/C /2 BOILERS/2 ERV * Not required per mech.code Select Type Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: 2 Energy Recover Ventilator(ERV)Capacity in cfms: Low: 84 High: 168 Location of duct or system Continuous exhausting fan(s)rated capaciry in cfms Cfm's Location of fan(s),describe: MECHANICAL AREAS CapaciTy continuous ventilation rate in cfms: 84 "round duct OR "metal duct Total ventilation(intermittent+continuous)rate in cfms: 168 Created by BAM version 052009 X / � � _ HANNAFORD RESIDENCE TOTAL INSTALLED R-VALUE CALCULATION Exterior Wall R value/inch thickness:inch total R value notes 2015 MN Energy Code min.R Value 1 BRICK 0.2 4.25 0.85 2 1"air space 1 1 1 3 mineral wool board 4.2 1 4.2 R value total:6.05 5 4 weather barrier 0.17 1 0.17 5 exterior sheathing 0.56 1 0.56 5/8"thick 6 closed cell spray insul. 6.5 3 19.5 13 7 5/8"GYP BD 0.56 1 0.56 5/8"thick total 26.84 below entire slab @ garege R value/inch thickness:inch total R value 1 concrete slab 0.11 6 0.66 .• , - � e ; 2 polyiso below grade 6.5 2 13 � � - total 13.66 10 below entire slab @ crawl space R value/inch thickness:inch total R value 1 concrete slab 0.11 3 0.33 2 polyiso below grade 6.5 2 13 total 1333 10 foundation wall R value/inch thickness:inch total R value 1 concrete grade beam 0.11 12 1.32 2 poly iso rigid board 6.5 2.5 16.25 total 17.57 15 rim joist�foundation/1st floor&2nd floor R value/inch thickness:inch total R value 1 concrete 0.11 4.25 0.4675 2 1"Air space 1 1 1 3 minerel wool board 4.2 1 4.2 R value total:5.7 5 4 weather barrier O.11 1 O.11 5 ezterior sheathing 0.56 1 0.56 5/8"thick 6 closed cell sproy insul. 6.5 3 19.5 13 7 5/8"GYP BD 0.56 1 0.56 5/8"thick � total 26.4575 ceiling/flat R value/inch thickness:inch total R value 1 closed cell sprey insul. 6.5 6 39 z slopped poly iso rigid insul board(average thickness) 6.5 2.25 14.625 total 53.625 49 ceiling�wntilevered areas R vatue/inch thickness:inch total R value 1 closed cell spray insul. 6.5 6 39 total 39 1g . \ Energ Values western y 1 window s stems Y HANNAFORD RESIDENCE, ORONO, MN � westernwindowsystems.com so la rba n 60 va I u es non thermally broken thermally broken air filled argon filled air filled argon filled series type U-Value SHGC U-Value SHGC U-Value SHGC U-Value SHGC 670 fixed n/a n/a n/a n/a 0.45 0.33 0.42 033 670 casement n/a n/a n/a n/a 0.51 0.26 0.49 0.25 670 awning n/a n/a n/a n/a 0.51 0.26 0.49 0.25 670 hopper n/a n/a n/a n/a 0.51 0.26 0.48 0.25 600 Sliding Glass Door 0.54 033 0.50 032 0.42 032 039 0.32 600 Multi-Slide Door 0.53 032 0.49 032 0.42 033 038 0.32 600 Window Wall 0.48 035 0.44 0.35 039 0.35 035 034 100 sia on►Horizontal Sliding ►3m 9ia5S 0.54 0.34 0.51 033 n/a n/a n/a n/a 100 sia on►Single Hung ►3m 9ia5s 0.56 0.33 0.53 0.33 n/a n/a n/a n/a 900 Medium Stile Hinged Door 0.75 0.25 0.72 0.25 0.55 0.24 0.51 0.26 900 Narrow Stile Hinged Door 0.67 0.29 0.64 0.28 0.54 0.26 n/a n/a 9500 Bi-Fold Door Top Load 0.61 0.28 0.58 0.28 0.55 0.28 0.52 0.28 9500 Bi-Fold Door Bottom Load 0.61 0.27 0.58 0.27 0.54 0.27 0.51 0.27 2600 Multi-Slide Door n/a n/a n/a n/a 0.37 0.29 0.34 0.29 sola rba n 70 va I ues non thermally broken thermally broken air filled argon filled air filled argon filled series type U-Value SHGC U-Value SHGC U-Value SHGC U-Value SHGC 670 fixed n/a n/a n/a n/a 0.45 0.24 0.41 0.24 670 casement n/a n/a n/a n/a 0.51 0.19 0.48 0.19 670 awning n/a n/a n/a n/a 0.51 0.19 0.48 0.19 670 hopper n/a n/a n/a n/a 0.51 0.19 0.48 0.19 600 Sliding Glass Door 0.53 0.24 0.50 0.23 0.42 0.23 0.38 0.23 600 Multi-Slide Door 0.52 0.24 0.49 0.23 0.41 0.22 038 0.23 600 Window Wall 0.48 0.25 0.44 0.25 0.38 0.25 034 OZ5 100 3ia oA►Horizontal Sliding ►3m g�ass 0.54 0.24 0.50 0.24 n/a n/a n/a n/a 100 sia oa►Single Hung ►3m 9iass 0.56 0.24 0.54 0.24 n/a n/a n/a n/a 900 Medium Stile Hinged Door 0.74 0.19 0.72 0.19 0.55 0.18 0.53 0.18 900 Narrow Stile Hinged Door 0.66 0.21 0.63 0.21 0.53 0.19 0.51 0.19 9500 Bi-Fold Door Top Load 0.61 0.20 0.58 0.20 0.54 0.20 0.51 0.20 9500 Bi-fold Door Bottom Load 0.60 0.20 0.58 0.20 0.54 0.20 0.51 0.20 2600 Multi-Slide n/a n/a n/a n/a 037 0.21 0.33 0.21 notes 7/8"OA/5 mm glass�unless otherwise noted Numbers provided are based on Smm/Smm glass types.6mm/6mm often provides a very slight performance improvement.Energy calculations based on NFRC Product Certification Authorization Reports provided from ALI.Contact sales rep for specific applications. ►TP-Spacer values only ►All values without grids ►All low E applied to second surface ►Hi leg sill on multi-slide doors 09/16/2014 ' �,�� / . .. ��_ .,. .�.�.._ �:�.r:v.c e.5 6219 Cambridge St St Louis Park, MN 55416 952-926-4488 G. CONTRACTOR: WELCH / FORSMAN ASSOCIATES JOB NAME: HANNAFORD JOB ADDRESS: 1220 BRACKETTS POINT ROAD, ORONO, MN JOB NUMBER: AIR EXCHANGER SIZING EQUATION 11.1 =HOMES GREATER THAN 6,000 SQFT CONDITIONED SPACE: 4,421 BEDROOMS: 4 TOTAL VENTILATION RATE(CFM): 163 NUMBER OF BEDROOMS CONDITIONED � 2 3 4 5 6 SPACE CFM=TOTAL/CONTINUOUS 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501 -2000 70/40 85/43 100/50 115/58 130/65 145/73 2001 -2500 80/40 95/48 110/55 125/63 140/70 155/78 2501 -3000 90/45 105/53 120/60 135/68 150/75 165/83 3001 -3500 100/50 115/58 130/65 145/73 160/80 175/88 3501 -4000 110/55 125/63 140!70 155/78 170/85 185/93 4001 -4500 120/60 135/68 150/75 165/83 180/90 195/98 4501 -5000 130/65 145/73 160/80 175/88 190/95 205/103 5001 -5500 140/70 155/78 170/85 185/93 200/100 215/108 5501 -6000 150/75 165/83 180/90 195/68 210/105 225/13 ��elect 6219 Cambridge St St Louis Park, MN 55476 952-926-4488 G. CONTRACTOR: WELCH / FORSMAN ASSOCIATES JOB NAME HANNAFORD JOB ADDRESS: 1220 BRACKETTS POINT ROAD, ORONO, MN JOB NUMBER: IFGC / SECTION 1346.6012 / APPENDIX E, WORKSHEET E - 1 COMBUSTION AIR 1994 - PRESENT Fan Assist Non Fan Assist DIRECT VENTED 1994-Present 1994-Present 1994-Present 0.075 0.105 Non Direct Vent 0 0 0 Appliance's BTUH Combustion Air Space 0 0 0 Mechanical Room CU FT Standard Method 0 0 0 Known Air Infiltration Rate KAIR Method 0 0 0 RATIO Total Required Volume 0 #DIV/0! 0 Standard Method Total Required Volume 0 #DIV/0! 0 Kair Method Reduction Factor #DIV/0! 0 Standard Method Reduction Factor #DIV/0! 0 Kair Method Combustion Air Opening SQ IN Total BTUH in CAS 0 0.00 0 Minimum Combustion Air Opening #DIV/0! 0 Standard Method Minimum Combustion Air Opening #DIV/0! 0 Kair Method Standard Round Kair Round Minimum Hard Duct Size #DIV/0! #DIV/0! NON Minimum Flex Size #DIV/0! #DIV/0! REQUIRED Full Size Flex 1 - . , @IPCt 6219 Cambridge St St Louis Park, MN 55476 952-926-4488 G. CONTRACTOR: WELCH / FORSMAN ASSOCIATES JOB NAME: HANNAFORD JOB ADDRESS: 1220 BRACKETTS POINT ROAD, ORONO, MN JOB NUMBER: IFGC / SECTION 1346.0501.3.1 NEW CONSTRUCTION / MAKE UP AIR CALCULATIONS One or mult. Power vent One or multiple fan assist One atmospherically Multiple atmospherically or direct vent appliances appliances&power vent vented gas or oil appliance vented gas or oil appliances or no combustion appl. appliances. or one solid fuel appliance. or solid fuel appliances Pressure Factor 0.15 0.09 0.06 0.03 Conditioned S�FT 4421 0 0 Estimated Infiltration 663 0 0 0 Clothes Dryer Exhaust 135 135 135 135 Kitchen Hood CFM 1200 0 0 Hood CFM @ 80% 960 0 0 0 Next Largest Exhaust N/A 0 0 Exhaust CFM @ 80% N/A 0 0 0 Total Exhaust Capacity 1095 135 135 135 Total Makeup 1095 135 135 135 Infiltration 663 0 0 0 Makeup Air Required 432 135 135 135 CFM CFM CFM CFM 4" PASSIVE 1-36 1-22 1-15 1-9 5" PASSIVE 37-66 23-41 16-28 10-17 6" PASSIVE 67-109 42-66 29-46 18-28 7" PASSIVE 110-163 67-100 47-69 29-42 s" PASSIVE 164-232 101-143 70-99 43-61 10"PASSIVE 233-317 144-195 100-135 62-83 PASSIVE W/MOT.DAMPER 10" 318-419 196-258 136-179 84-110 PASSIVE W/MOT.DAMPER 12" 420-539 259-332 180-230 111-142 PASSIVE W/MOT.DAMPER 12" 540-679 333-419 231-290 143-179 POWERED MUA 679+ 419+ 290+ 179+ . � � :�'�: SOLATUBEe Model , Solatube 160 DS � � �° (10 in/250 mm Daylighting System) Hannaford Residence 1220 Bracketts Point Rd.,Orono MN 55391 Residential Project: _ Location: Type: Product Specifications Appear in CSI Division 08, Section 08 62 23. � For budgeting and quotations use only. Qry: Model Capture Zone Transfer Zone Delivery Zone S� � � � J �— DA PB — F4 VERIFY — VERIFY VERIFY — L4 — LN — � — I� 1 2 2a 3 3a 4 4a 5 5a 5b 6 �— t -\�� Model � 160 DS Brighten Up� Solatube 160 DS(10 in/250 mm Daylighting System) �� Capture Zone 2 Domes DA Acrylic Dome DAI Acrylic Dome+Shock Inner pome(Acrylic) Required for High Velocity Hurricane Zones 2a Dome Options (Leave blank if not desired) PB Dome Edge Protection Band 3 Flashings FP 4-inch Pitched Metal, — F4 4-inch Flat/No Pitch � F6 6-inch Flat/No Pitch Self Mounted !� Metal, Self Mounted Metal, Self Mounted ` FPT Tile Roof, Pitched FT Tile Roof, No Pitch Metal Flashing Metal Flashing 3a Flashing Options (Leave blank if not desired) T2* Roof Flashing Turret Extension 2 in/50 mm T36* Roof Flashing Turret Extension 36 in/900 mm T4* Roof Flashing Turret Extension 4 in/100 mm T48* Roof Flashing Turret Extension 48 in/1200 mm T12* Roof Flashing Turret Extension 12 in/300 mm FI Flashing Insulator T24* Roof Flashing Turret Extension 24 in/600 mm MR Metal Roof Installation Kit 'Specify additional extension tubes in N4 Solatube International,Inc.�2210 Oak Ridge Way�Vista,CA 92081-8341 �T:888.SOLATUBE�F:760.597.4488�www.solatube.com�Part No.951806 �/3.4 Transfer Zone ' . 4 Extension Tubes Required Assuming 6"high Run measured from top of roof deck to bottom of ceiling plane along centerline of tubing. �o-P�t�n riasn��g EO Base Kit, No Extension Tubes-Max Run=16" E7 Seven Extension Tubes-Max Run = 170" �,2�� Top T�Ee E1 One Extension Tube-Max Run = 38" E8 Eight Extension Tubes-Max Run= 192" -- E2 Two Extension Tubes-Max Run =60" E9 Nine Extension Tubes-Max Run =214" � E3 Three F�ctension Tubes-Max Run=82" E10 Ten Extension Tubes-Max Run =236" E,��sro�'; E4 Four Extension Tubes-Max Run= 104" EXX Total Run Length to be Determined by T"�, ' 20- E5 Five Extension Tubes-Max Run = 126" Bidding Contractor -- E6 Six Extension Tubes-Max Run = 148" �12' Bono iuDe � , 4a Extension Tube Options (Leave blank'rf not desired) A1 One 0-90 Degree Extension Tube(Angle Adapter) E Wire Suspension Kit A2 Two 0-90 Degree Extension Tubes(Angle Adapter) SCG Severe Climate Glazing Delivery Zone 5 Diffusers/Decorative Fixtures* L1 Classic - - - L4 Classic �---� L9 JustFrost L10 TierDrop , OptiView° � VusionT"^ Decorative Decorative ___ Diffuser Diffuser Fixture Fi�ure Li i OptiView° _ . Decorative _ _,.,. Fixture � Effect Lenses LN Natural Effect Lens LS Softening Effect Lens 5b Options (Leave blank'rf not desired) CFL Compact Fluorescent Light Add-On Kit(One 26W CFL, D Daylight Dimmerr"^ 4 pin-Not Included) 120/277 V VEN Ventilation Add-On Kit (110� RV Roof Vent Cap for Ventilation Kit INC Universal Light Add-On Kit with Medium Screw Base (Accepts one 23W Maximum Fluorescent Lamp, Medium Base, Total Maximum Length 4 3/a"-Not Included) s Measurement Standard M Metric I Imperial Accessories (Order separately.) SW Low voltage switch(white)required to operate Solatube Daylight Dimmers. Note: Only one switch is required per ten(10) synchronously controlled dimmers. CA Two Conductor Low Voltage Cable (500 ft.) � 160DS-DA-F6-E3-L9 LN D INC-M � Bri hten U �Series Solatube 160 DS 10 in/250 mm Da li htin S stem,Ac lic Dome,6-inch hi h Flat/No Pitch Self Mounted Flashin 3 � 9 P ( Y 9 9 Y ) rY 9 9� X Extension Tubes,JustFrost Decorative fixture,Natural Effect Lens,Daylight Dimmer and Universal Light Add-On Kit with Medium Screw Base. W For metric installations. Solatube International,Inc.�2210 Oak Ridge Way�Vista,CA 92081-8341 �T:888.SOLATUBE�F:760.597.4488�www.solatube.com�Part No.951806 �/3.4 � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO.�lb'G7//33 COMPLEfED s "a,�-/aG ADDRESS �o�a d v I'r�c.lGc�f D� � �. OWNER TELEPHONE NO. CONTRACTOR ��c� �D�� /�SSc _ � DESCRIPTION � '� ��Ce ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � S.G� �'e�re ��-`�/l� �� r O ��! `C� � ). � O � W � Q � W � W � j W �RKSATISFACTORY:PROCEED ❑PROJECT COMPLEfE � ❑CORRECT VYORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE COND�TION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS_ Ca11 for the next inspection 24 hours in advance. (g52) 249-46�� Owner/Contractor on site: Inspector: �-.�.��. � White Copyllnspecto�'s Ffle Canary CopylSite Notice �!"� C;�;r 3 � �� D� TIM �TY OF ORONO�� '��cA'��ED IN INSPECTION NOTICE SCHEDULED � ��O PERMIT NO. �� COMPLEfED ADDRESS f��v� � �J J�'� C ��lL�� ✓1� �C1� OWNER TELEPHONE,�VO. �/� �a8 D�� CONTRACTOR �r � � �C�✓ � DESCRIPTION UC,��.Q C� f(.1�� > � J ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL 7`�m Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAfNT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL Z v ❑ DEMO-SITE ❑ S IC INSTALL 2 OWNERfCONTRACTOR TO MEET YOU: YES_NO y COMMENTS: � a � � � O �. � O � W - � i - Q � .,� 2 W � W � J d W WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � �CORRECT VIfORK S PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O 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. 2) 249-46�� OwnerlContractor on site: Inspector. White Copyllnspector's Ffle Cenary CopylSite Notice ;:� DATE TIME � CITY OF ORONO CALLED IN �_�'I�"' INSPECTION NOTICE SCHEDULED PERMIT N0.�6/� �/c�i� COMPLETED �/ �� ADDRESS ,/n7oZD �l4G�e7�S /�` • �1- OWNER TELEPHONE NO. CONTRACTOR LUe� �� 'J � DESCRIPTION v0 u�� . e�r�:r.�� 7eawc � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q �POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OYVNERICONTRACTOR TO MEET YOU:_YES_NO v�i COMMENTS: a �ry�,� �/Il G3 C �.D,-� E �r6 w� 3• 4 �1 p �Cl�� r � �'l�r 'l�ef� ,P/�n — �. � ° �" C/ccr� a.�Cs — �,� W � Q 2 _ � l� � .F'�U�-t � -t h S �ic�ta.�, W � W � J d ��Q�4RQ�KSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ✓O CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT VYORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-460� OwnerfContractor on site: �F'-��7 Inspector. � %�^- i� White Copyllnspector's File Canary CopylSfte Notice � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ��/— PERMIT NOt��C3--3 COMPLEfED ADDRESS �o�o?D C> �'4c�cZ`�5 /� -�� OWNER TELEPHONE NO. CONTRACTOR (,vQ�i Fa+'S„rtrv/ � DESCRIPTION A�� y ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FiNAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 4i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: a /1G�t�c..,�� QrC� v��i�o �'6�/ ✓Go�b�C 0 1 ,✓Kt- - _ �,�_ � l o'� ' d'�.E.%., �:1 e w SaG� � � c..� �IC�A �J ° r�sck �' i�i td �� 64 s,�,�t W � �i l 54•ti� < <r Q ze /.� ,��aL �' �„� L W � W � J O � K SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFOREC0IIERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. Whit opyllnspector's File Canary CopylSite Notice �=-� ��-� ✓ _ D� TIME CITY OF ORONO CALLED IN -✓ INSPECTION NOTICE 1 scHeou�Eo 7-/a/!o /I_'3C PERMIT NO -�� _ COMPLETED ADDRESS �`�� L r' OWNER ' TELEPHONE NO? 3-7�� S CONTRACTOR ��-'��G��1 ��- �; DESCRIPTION fi%��.G� �%%G%r� � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q '�oURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q�❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ? ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO c�.� COMMENTS: a� -n a RG�i IMcr-'�Q�G✓ 6� �TQ'�G�G GVCC l�5 � 0 ' rG�Xrr �t✓ G✓►67'✓tG�/t K� � . >. � ° 6�. � �vc,/ W � Q � a W � W � j d � K SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE ❑CORRECT VYORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED_CALL TO ARRANGE ACCESS. Call for the next inspection 2a hours in advance. (952) 249-46�� OwnerlContractor on site: Inspector. White Copylinspector's File Canary CopylSfte Notice - - �i�['��'�� Y `��' DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED �-7 -I � `5:�"j �-�I11 PERMIT NO. 1�U� �yt'�f 3'� COMPLEfEO ADDRESS I Z��.( i •�I��.�C�i �;� ��" �--(� OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION �� +J► � lN ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: o� -� a ��.- � � � /J'� � � � Gfi.�� - ��Z! r f , =�,{� ��,�•t��S ' /'lv � '?�LC�11.�'� (�c�O.�k � f' �/I�' l�/��lUl�� { �l� Q 2 rv i��A �u��r�io.c � �s �hc�-G� scs�r��s. �s�r6��ttc�� a �o��'o�� j �y Or��G �/�r�.=1.ns .ri/Id ,��/!i�-r� 0 W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT VYORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (g52) 249-4f)�� OwnerlContractor on site: � Inspector. i �... �"� , Wh t Copyilnspector's Ffle Canary CopylSite Notice Minnesota Department of Labor and Industry Construction Codes and Licensing Division Building Codes and Standards 443 Lafayette Road N.,St.Paul,MN 55155-4341 Phone: (651)284-5068 Fax: (651}284-5749 www.doli.state.mn.us TTY: (651)297-419B Special Structural Testing and Inspection Program Summary Schedule Project Name Hannaford Residence Project No. Location 1220 Bracketts Point Road, Orono, MN 55391 Permit No. 2016-00133 �� Technical 2 Type of Specific Report Assigned Section Table Descri tion 3 Ins ector 4 Frequenc (5 Firm(6) IBC 1704.8 1704.8 Pile Foundaiions-Helical SIS Per Visit IBC 1704.7 1704.7 Soils SIT Per isit IBC 1 04.4 1704.4 Cancrete Construction SIT Per Vfsit IBC 1704.3 1704.3 Steel Construction SIS Per Visit Note: This schedule shall be filled out and Included tn a Speciaf Structural Testing and inspectlon P�ogram. (if not otherwise speciffed,assumed program will be"Guidelines for Special Inspection 8�Testing"as contained in the State Building Code and as modified by the state adopted IBC.) *A complete specification-ready program can be downloaded directly by visiting CASE/MN at www.cecm.org* (1) Permit No.to be pravided by the Building Official (2) Referenced to the specific technical scope section in the program. (3) Use descriptions per IBC Chapter 17, as adopted by Minnesota State Building Code. (4) Special Inspactor-Technical(SIT); Special Inspector-Skructural (SIS) (5) Weekly, monthly, per tesUinspection, per floor,etc. (6) Name of Firm contracted to perform services. ��"� ACKNOWLEDGEMENTS ' (Each appropriate representative shall sign below) ��-'t� .', _�'_ Owner Be y& Jule Hannaford � Firm: Date: � '�� - �j`' `�Contractor: �7r��i-}��,v�vrr;��,�� Firm: Welch Forsman Date: S -S �((;j Archite t;� '��'��----- f Firm: Snow Kreilich Architects Date: 5- 3-1!o SE �" �r �:�c..,�.� Firm: Ericksen Roed&Associates Date: 4-7-2016 SI-S: Firm; �� Date: S-`�� 6 TA: Firm: �-�T Date: �=`�`�(o F: Firm: Date: If requested by engineer/architect of record or building official, the individual names of all prospective special inspectors and the work they intend to observe shall be identified as an attachment. Legend: SER =Structural Engineer of Record SI-T=Special Inspector-Technical TA=Testing Agency SI-S =Special Inspector-Structural F= Fabricato� � � Accepted for the Building Department By �'� /, — � Date � � OS/07 PR598 � � � p E TIME� CITY OF ORONO dQ�� CALLED IN � - � INSPECTIO OT C SCHEDULED � — � PERMIT l COMPLEfED ADDRESS l �� R �`� OWNER LEPHONE NO. �'�- �� 2 CONTRACTOR S►'V�u� � DESCRIPTION �L�� `�� 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING "j ❑ FOUNDATION WATERPfIOOF ❑ PLUM8ING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL Z J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z 01MNERICONTAACTOR TO MEET 11�U:�YE3_NO y COMMENTS: � �4 s � � � �L � z� S ��" a � , �o� t �a�`r�� ' H ( � ' �, e= � 7,J�s , �{ c�.:r a ��o-. O / / � �!s�r-c 1 . .�,_. -Y--,� e^.t s 1 � � o ��...�, W � Q � 2 W � W � j � /��K SATISFACTORY:PROCEED ❑ PROJECT COMPI.ETE W ❑ RRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Catl for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector:�% L Whits Copyllnspector's Flls C�nary CopylSfb Notics �-� �� D�3 E TIME � CITY OF ORONO CALLED IN �-7-�'�' INSPECTION N �TICE SCHEDULED �� •�� PERMIT NO. � �� MPLETED ADDRESS l�►� � Q �� OWNER TELEPHONE N ��a-�D - ��f� CONTRACTOR � C� S'�a `� �� DESCRIPTION � 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING vj ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ I ULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL ? OWNERICONTMCTOR TO MEET YiOU:_YES_NO � � COMMENTS: '�Icc• 2-� _ ��` 3"� � � l��'Glri � �5� '��•n.G�n. �C b�'' .� /n� P_-�l�r � • 0 �/b V��l t� Q B�lec-r � Bw-;r ��a�o� ��r � ��D ' a�S t- r 1� ►'ri,�.oe��t � ��v� !/'y � a'►�� L'�I/'�.t /AD QPro�� . �o�o�ti �r �' r•c c r�� 2 i.Ja �� _ � �� -- � � d/C ta i�s �� e. ��<5 dG Ct l! CS/ � rl/j�sL�La:r� �I'� < C� l � 0�1� � '— W ❑WORK SATISFACTORY:PFiOCEED ❑ PROJECT COMPLETE ��RRECT WORK 3 PROCEED ❑ ISSUE CERTIFlCATE OF OCCUPANCY W � ❑�RECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERIN(3 PERMANENT ❑CORRECT UNSAFE CONDITiON WITHIN HOURS. p pF{pT0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOFi ��TATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advanoe. (g52) 249-4600 OwnerlContractor on site: Inspector: � ��"' � White CopyAnspecMr's Flls C�nary CopyfSite Notks l_-/� � � }+ TIME � CITIf'OF ORONO CALLED IN l�/ E INSPECTION TICE SCHEDULED //-/�� PERMR NO.��-a�� OMPLETED ADDRESS � � OWNER TELEPHONE N �� U�� CONTRACTOR S � �- � DESCRIPTION � �-� l~y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q��FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS �_��""'cULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ��.,� Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICOHITRACTOR TO MEET 1I�U:_YES_MO � � COMMENTS: �/l��/IB�rr'�S .0/'oU�,��D ��lis4l� lG��/ � �aN��s Gbr rtct�a�cs ,O�'ov�� - r�.y�,L�e'1� ��vr.��,S �� l��c.��S 10e..�_ o -� - - '' P�G� �is bc ,o ro��d�% �- ��4�cc�-rrD �r�G� � -T � � GD Ve ✓i�� _ W � Q � � �r5��4��on �a,� o�� 1�� -� S��¢�C �k z �C � � �l� P�dv�o,e.�r�-F�.S�p�� [9 �aa d-� c�/��1��C- � G�4��S �1 /G� /�' 'i�.v� �i� a G[ _ �Se��s - ° 1�6R" '�► � 0 ve r �s4 i4.�j� -t l/- G- .� E,c,i W ❑ K T1SFA ORY:PROCEED � ❑ PROJECT COMPLETE � �RRECT VMORK 8 PROCEED Lv ��c�� O ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORAECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CaVERINO PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN H��• ❑p►�pTO TAKEN INSPECTOR YV{LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2a hours in advance. (952) 249-4600 OwnedContractor on site: Inspector: �-- Whits CopYAnsPactor's Fils C�nary CopYfSih Hotles The garage piers are not part of the lateral system, so were not specified to have them. Not needed. Paul Paul M. Bakke, P.E. Senior Project Manager Office: 651.251.7570 Direct: 651.414.6165 Cell: 612.387.9535 Find us on The Web � Linkedin From:Jules Martin [mailto:jules@welchforsman.com] Sent: Tuesday, November 08, 2016 12:44 PM To: Kar-Keat Chong<kar-keat@snowkreilich.com>; Bakke, Paul <pbakke@eraeng.com> Subject: Re: Hannaford - RFI from Jules The inspector was also wondering about hold/tie downs at the garage overhead door wall. I haven't ever seen anything specified. Not necessary? � Jules Martin 612-804-8234 PROVIDE 3/16'(#70)X 3" � — ROOF SHEATHING scRews @ za•oc r„wx � ' (SEE PLAM PAG E 1 O F 3 IMO RIM 8 TJI BLOCKING \ I WOOD JOIST � FLOOR SHEATHING � TOP MOUNTED HANGER (SEEPLAN) (BYSUPPLIER) ! (SEEPLAM HANNAFORD RES �va'CO�fTRIM ERA 2015-802 '� � P. BAKKE, PE \�l `' PROVIDELTP4 I�� 11-07-2016 CONNECTION @� I I \ �' as'OCMAX(OPTION I THE TB BRACING SHOWN FLOOR JO�ST i �— WOOD JOIST TO OMIT IF EXTERIOR � (SEE PLAN) (SEE PLAt� SHEATHING LAPS 12" \� PROVIDE TB BRACING —�� IN DETAILS ON THIS PROVIDE TBBRAqNG �� MINOMOLOWER � �arocMnx SHEET ARE INTENDED TO @ 32'OC MAX EXTERIOR WALL) FINISHEDEXTERIOR —y �'— @SIMDOUBLELVLBEAM MINIMIZE DIFFERENTIAL \ LVLBEAM(SEEPLAM - (SEEARCH) �\ (SEEPLAt� MOVEMENT OF STRUCTURAL FRAMING 2X6STUDWALL --- -----�----- �- PROVIDEFULLDEPTHTJI MEMBERS, AND 8 TOP PLATES JOIST BLOCKING @ 24'OC (SEEPtANISCHED) M11AX(CONNECTIONBYSUPPUER) THEREBY, MINIMIZE @SIMBUtLTUP2X6 @SIMCONNECTBLOCKINGTO CRACKING OF CEILING POST(SEEPLAN) .. . LVLBEAM(CONNECTIONBYSUPPLIER) FINISHES AND TILED FLOORS. � CORRIDOR- PARALLEL TO JOIST �2 FRAMING DETAIL se.o 3ia"=i'-0" ss.o 3ia"=r-o" AT THE OWNER'S AND ARCHITECT'S DISCRETION zxPnRnaE-rsTuownu WITH THE RECOGNITION W!SHEATHING ON EA SIDE � 2 X PARAPET STUD WALL �TOP OF WALL &TOP PLATES(SEE ARCHJ � WI SHEATHING ON EA SIDE THAT C RAC KS IN TH E � - PROVIDE3l16'�#10�X3" �OPOFWALL ___ ___ &TOPPLATES(SEEARCF� CEILING FINISHS AND IN (SEE ARCF� (SEE ARCHj SCRENlS @ 24'OC MAX — PROVIDE 3116"(#10)X 3" IMORIMBTJIBLOCKING - SCREYVS@24'OCh1AX TILE FLOORS COULD ROOFSHEATHING INTORIMSHEADER OCCUR THE TB BRACING �sEEP�^"� � MAY BE OMITTED. WOOD JOIST �---- i /-� ROOF SHEATFNNG 1 114°COFlT RIM SEE PLAN 7 114'COM RIM — (SEE PLAN) �� I � HDR SHIM AS REQD IMO—� in u � .. TOP PLATES(SEE PLAM � �i i i i PROVIDE LTP4 - � � \ uu �.. ,'.\ . , CONNECTIONLd \._ I I ,-'� '�, -°°� ,-'"x�'�. AS A CONTRACTOR 48'OC MAX(OPT�ON �-�'�I �� r� TOOMITIFEXfER10R � -{� - � '� � ALTERNATE, IT IS SHEATHINGLAPSI2" �\ �`�, PROV�DE TBBRACING -+�(\ PROVIDE Tearucwc -'� ACCEPTABLE TO MIN ONlO LOWER @ 32'OC MAX I ' \ � @ 32°OC MAX EXfERIORWALL) � MISCFRAMING - , I PROVIDE BLOCKWG TO FINISHEDEXTERIOR (SEEARCH) � @OPNGENDSPROVED MATCH THE JOIST DEPTH. (SEE ARCH) �` @ SIM DOUBLE LVL BEAM LVL BLKG(CONN BY (SEE PLAN) � SUPPLIER) ; I 2 X 6 STUD WALL PROVIDE FULL DEPTH TJI ''�. I @ SIM�OUBLE LVL 8 TOP PLATES JOIST BLOCKtNG @ 24'OC � � HEADER(SEE PLAN) (SEE PLAN I SCHED) MAX(CONNECTION BY SUPPLIER) z X 6 STUD WALL �'� �SIM BUILT UP 2 X 6 @ SIM CONNECT BIOCKING TO 8 TOP PLATES BEYOND j I WOOD JOIST(SEE PLAN) POST(SEE PIAf� LVL BEAM(CONNECTION BY SUPPLIER) (SEE PLAN!SCHED) �, � =-� � FRAMING DETAIL 5 FRAMING DETAIL 56..7 3;4"=1'-0" 56.1 ?�4._��,. 2 X SILL 8 BOT PLATE WI 112'PLYVJOOD TOP PLATE RIPPED TO WIDTH FASTEN - TREATED FLOOR SHEATHING AT BALCONY �/` - SPACER RfPPED TO BEAM WIDTH TO BM FLANGE WI 5/8'HDG COUMER \ RECESS FASTEN SHEATHING TO TOP OF STL BM PAG E 2 O F 3 STUO WALL --- WI 2_5/8"DIA HDG BOLT COUNTER SUNK HD BOLT @ 12"OC \ W/POWDER 2-AC7UATED FASTENERS @ 6"OC (SEE PLAN) SUNK HEAD @ 24"OC STAGGERED ` sr�eFnM�sEEP�nnr� — , y , �, �,' —�- HANNAFORD RES SIMPSONTENSION \' � � � � � �II • i ERA 2015-802 I X-BRIDGING SPA @ 48"OC ...� � � � � �' --� LVL PLYWOOD LEDGER RIP COM' , � / .'� , . P. BA K K E, P E _ TODEPTHCONNTOBMWEBW/ �/ �/ �! ��-O7-ZO�G — � � J 2-5/8"DIA COUMER SUNK BOLTS �� i i STL BFAM � � � / I @ 24'OC MAX �� '��•, � � .� �i � � THE TB BRACWG SHOWN (SEEPLAN) /� /�\� 2XPLATE81/2'PLYWOODSPACER � SIMPSONTENSION IN DETAILS ON THIS / \ / RIPPED TO BM WiDTH.FASTEN TO BM i � '' i `�i Furicewiz-s�s'HDGCOUNTER X-BRIDC�INGSPA@48'OC SHEET ARE INTENDED TO - ,. SUNKHDBOLT�12"OCSTAGGERED/ �VLJOISTRECESSTOP MINIMIZE DIFFERENTIAL LVL J015T SISTERED TO STL BM `— L V L J 0 1 5 T WL JOIST SISTERED TO STL � AT BALCONY M O V E M E N T O F FASTEN WI 2-SIMPSON FASTEN (SEE PLAN� B� (SEE PLAN) TOPLW/16dNAILS@6'OC STRUCTURAL FRAMING MEMBERS, AND THEREBY, MINIMIZE CRACKING OF CEILING FINISHES AND TILED Z FRAMING DETAIL 3 FRAMING DETAIL FLOORS. S62 3!4"=t'-0" S61 314'=1'-0° AT THE OWNER'S AND ARCHITECT'S DISCRETION WITH THE RECOGNITION THAT CRACKS IN THE -- sTuowAu 2XTOPPLATERIPCUTTO CEILWG FINISHS AND IN DBLLVLWIPLYWOODSPACERLEDGER (SEEPLA� � FLANGEWIDTHATfACH TILE FLOORS COULD RIP CUT TO DEPTH CONN TO BEAM WEB� 2 X TOP PLATE RIP CUT TO STUD WALL � WI 2-5/8"DIA H�G BOLT W/2-5/8'DIA COUNTERSUNKBOLTSAT � i COUMERSUNKHEAD@24'OC OCCUR THE TB BRACWG 24'OC MN( fLANGE WIDTH ATTACH (SEE PLAN) � STAGGERED W12-518"DIAHDGBOLT MAY BE OMITTED. PROVIDE TB BRACING fN TWO j/ COUNTER SUNK HEAD @ 24'OC D6L LVL WI PLYWOOD SPACER LEDGER � � WOOD I JOIST END BAYS @ 32"OC AMX STAGGERED RIP CUT TO DEPTH CONN TO BEAM WEB (SEE PLAt� Wl 2-5/8"DIA COUMER SUNK BOLTS AT SHEATHING — \ 24'OC MAX �� AS A CONTRACTOR ^ � ALTERNATE, IT IS WOODJOIST -� \ �� '` , _ ACCEPTABLE TO (SEEPLAN) �� . PROVIDE BLOCKING TO I w000�oisT J PROV�DETBBRACWG MATCH THE JOIST DEPTH. ! � WOOD JOIST (SEE PLAN) IN TWO END BAYS @ STUD WALL �• --- �'� ��'I %� �� 32'OC MAX (SEE PLAN) � � (SEE PLANj TOP MOUNT JOIST � �. ,n ��---�- � 'I PROVIDE TB BRACING HANGER TO LEDGER � � STL COL IN TWO END BAYS @ BY SUPPUER WI tl2'CAP PLATE 32"OC MAX (SEE PtAM ----� STL COL W/112"CAP PL (SEE PLAM 6 FRAMING DETAIL � FRAMING DETAIL So2 3l4'=1'-0" 56.2 3/4'=1'-0" � HDG BOLT OUNfER SUNKD� PA G E 3 O F 3 r----� 2 X TOP PLATE RIP CUT TO HEAD @ 24'OC STAGGERED i FLANGE WIDTH ATTACH STUD WALL STUD WALL % W/2-SIB'DIA HDG BOLT (SEE PLAM LVL JOIST (SEE PLAN) / COUMER SUNK HEAD @ 24'OC HAN NA FO R D R ES � (SEEPLAt� � STAGGERED ERA 2015-802 - ! DBL LVL W/PLYWOOD SPACER ---- % --------'- ,l SIMPSON TENSION LEDGER RIP CUT TO DEPTH CONN --�� WOOD J015T BEYOND � X-BRIDGING SPA @ 48'OC TO BEAM WEB WI 2-5I8'DIA (SEE PL4N) P. BA K K E, PE � COUMERSUNKBOLTS@24"OCMAX i ��-O7-ZO�G STL BEAM W/3/6'STIFF PL . . EA SIDE(SEE PLAN) �\ �� \ � , PROVIDE TB BRACING --i , I _ � IN TWO END BAYS @ ----------- , ` ' - �__��__�r__�r � X �� 3rocnvoc � � THE TB BRACING SHOWN _--__�,__��—� �� i � � � �l \l �I �" ; IN DETAILS ON THIS � �� ; — � � i /X\ /X\ /X\ lX � _ _ SHEET ARE INTENDED TO MINIMIZE DIFFERENTIAL F----��--------- TOPMOUNTEDJOfST MOVEMENT OF STUD VJALL --- � i � • i WOOD JOIST(TYP) = HANGER&STIFfENERS (SEEPLAM i � /� � (SEEPLAN) � � (BYSUPPLIERj STRUCTURAL FRAMING �- sna� MEMBERS, AND STLCOLW/1/2'CAPPLAT�� STLCOLW/il2"CAPPL --- (SEEPLAN) THEREBY, MINIMIZE (SEEPLAN) STUOVJALL (SEEPLAM CRACKING OF CEILING (SEE PLAM FINISHES AND TILED FLOORS. e FRAMING DETAIL 9 FRAMING DETAIL AT THE OWNER'S AND ARCHITECT'S DISCRETION ss.z 3�4'=r-0° ss.z 3�a'=i'-o' WITH THE RECOGNITION THAT CRACKS IN THE CEILING FINISHS AND IN TILE FLOORS COULD OCCUR THE TB BRACING MAY BE OMITTED. AS A CONTRACTOR ALTERNATE, IT IS ACCEPTABLETO PROVIDE BLOCKING TO MATCH THE JOIST DEPTH. �/� ��_"=� --� --�`- DATE TIME CITY OF ORONO CALLED IN / -� INSPECTION I�OTICE �� SCHEDULED //-/7—i� �.� � PERMIT NO. '� � COMPL eo ADDRESS � OWNER TE EPHONE N `�� l �� CONTRACTOR �- �- �'' DESCRIPTION ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINA ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAtNT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNFR�CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � -�' _� 4 P � > �J� � �•�� : ��_'�1 t �� j ' � G� � �c�- O li ro-,f--iisy -�i�--t � S,�vvK, ). s � • ' � � G �n,�Gt� .�il J.�t � , , O � � ` Q � 3 �` 3 �% `�x r �" �*' � ' p� � - I l .�� -- �;,;, '..,�..�-�- .� :. �� -�, o' ��J � /o " ��. �. c� � .�,� , W � _ � W WORK SATISFACTORY:PFiOCEED ❑PROJECT COMPLETE � ❑OORRECT WORK�PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CaNERIN(3 PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WFLL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REW IRED.CALL TO ARRANGE ACCESS. Can ror the next inspection 2a hours in advance. (952) 249-4600 OwnerlC r site: Inspectoc ►�'��. VYhite CopyAnspsetor's Fil� C�nary CoDYISib Hotie� �- _7 ,� / DATE/ TIME C(TY OF ORONO cnLLED IN INSPECTION OTI E SCHEDULED Io�- F.�- / = 1 % C�LJ PERMIT N - cOMP ETE ADDRESS � � OWNER EPHONE NO. ��- � �-�� CONTRACTOR ' ��' DESCRIPTION � ��FOOTING ❑ DEMO-FINAL SE TIC FINAL �❑ POURED WALL ❑ PLUMBING RI ❑ EX V/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TR REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI E INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OMINERICONTRACTOR TO MEET YWI:_YES_NO � COMMENTS: � 'f-�"S 5. r �✓o�� ,ror�l� 0 3(� `� �� !�// � 3�' � r��zr e�`t � � 0 � Q �� r�K � Lz��„rC� - a � j �j� �-- �Joc�� TISFACTORY.PROCEED O PROJECT COMPLEfE W ❑CORRECT W'ORK 3 PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY � ❑CORRECTNfORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT D CORRECT UNSAFE CONDITION WRHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑5TOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cafl for the next inspection 24 hours in advance. (952) 249-4600 OwnedContractor on sRe: Inspector: � _ _� ��•''�, l�' � WMte CoDYMapector's Fik Canary CopyfSit�Nodes � V -�c�� DATE TIME �CITY OF ORONO CALLED IN INSPECTION OTI�'E SCHEDULED Y� PERMIT NO. ��✓ � �� 3 COMPLETED ------�� ADDRESS �.a�:� C� /''�"/GZ-L_�CQ �S /`��`-i>.- OWNER TELEPHONE NO.C�/:� �D�!��1� CONTRACTOR � �� -� CS � DESCRIPTION ��'?`� t-`- ��1 �y' -�'f, � �� t� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � �1SULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q�� FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ PTIC INSTALL 2 OWNERICOPfTR11CTOR TO MEET 1^OU: YES_NO � COMMENTS: � � ` — � IITc�-� �_v�*� D� " o , � 1 o r� ,D ��.�� w ��,0 ° -�- e r��s - Q � Provro� ��w►,oer� l��K�o� � %�, 2 �•,-r.GQQl� ��hrbo•�t s/�ocv�r On l.l• � , � � ��ii,.�h 1�.s u.(�• ct�p c�•�� a G/ .00�S�t�i o�_ � �Gbr'S � Go r rc�� -�� W ❑WORK SATISFACTORY`.PROCEED ❑PRW ECT COMPLEfE ��Sd�1..8HE�T WORK b PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOA/ERINf3 PERMANENT O CORRECTUNSAFECONDITIONWRHIN HWRS. p pHOTOTAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-48�� OwnedContractor on site: inspector: �`' Whlts CopYAnspector's Flls C�nary CopylSfb Hotics r 1 `,�� l�� `— � DATE TIME j� `1v11 T OF ORONO _ CALLED IN � INSPECTION NOT E � SCHEDULED `�� n ' � ? PERMfT NO. COMPLETED ADDRESS �,��C� �;,�(�� J'_L—�� OWNER TELEPHONE O. ��?�� `=��- 1 �,�� CONTRACTOR � " � DESCRIPTION �-- ` �y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN� Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMINC� ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP �Y ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC I TALL ? OMfNEAICONTRACTOR TO MEET rOU:_YES�NO y COMMEN'T'� � L��'�t -�r Q��S o�' L.:�S«U� oe��r e -.F-- ,b�t l� �c a26 " � - �tt� .�� ' d� ° - GV e� 5c re�� ♦- � L�o/� be��s W °C �r a v t� .�J "' Q Z �� Prav�a y `` �'ro.+ti ?�4�z�' � �f/P-f1� SC f�4e� '� W � Ga✓ rnc�'� 1�L/ '�'-- nv�•� j W �VMORK SATISFACTORY`.PFiOCEED ❑PROJ�CT COMPLETE WOORRECT WORK 3 PROCEED O ISSUE CEATIFICATE OF OCCUPYINCY O O CORRECT WOFi1C,CALL FOFi REINSPECTION TEMIPOiIARY V BEFORECdVERINO PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN H��• O PHOTO TAKEN INSPECTOR W{LL RETURN O STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED ❑INSPECTION REdUiRED.CALL TO ARRAN(iE ACCESS. CsY lorthe next inspection 24 hours in advanoe. (952) 249-4600 OwnerlContrector on site: Inspactor: WhIN CopyAnspectai FIM C�nary Cop�dSib Node� . . �' DATE TIME CITY OF ORONO cnLLED IN INSPECTION NOTICE SCHEDULED PERMR NO. �� - ac�33 COMPLETED �'7 �� ADDRESS � L Z�1 �I�l�k..L'� �i' I�- OWNER TELEPHONE NO. CONTRACTOR 1 DESCRIPTION "-°"`��n ��1 �� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLINQ O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ? dwN�ANTRACTOR TO MEET r01J:_YES_NO � COMMENT� 4 j 0 a� � W � Q � � � W � � � O W� O YYORK SATISFACTORV:PFiOCEED ❑PROJECT COMPLETE W ❑OORRECT MI�RI(A PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPOFIARY V BEFORE CaVERIN(3 PERMANENT ❑CORRECT UNSAFE COPIDITION WITHIN HOURS. p pHpTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑qTAT10N ISSUED ❑INSPECTION REOUIRED.CALL TO ARRAN(iE ACCESS. caN ra n�e�ext inspectio�2�no�rs M ad�►anoe. (952) 249-4600 on site: Inspector. �� WM1s Copylln�ctors FlN C�n�ry Coprf811�Notld . CERTIFICATE OF SURVEY - FOUNDATION AS-BUILT PRO.JECT LOCATION: FOR: ELEVATION HOMES HANNAFORD RESIDENCE ' LEGAL DESCRIPTION: 1220 BRACKETTS POINT ROAD ORONO, MN + The land referred to is situated in the State of MN,County of Hennepin, and is described as fol�ows: Parcel 1:That part of Lot 2 and vacated portion of Center Avenue described as follows: Beginning at the intersection of the Westerly extension of the Northerly line of said Lot 2 with the Northerly extension of the westerly line of Lot 3 thence Southerly along said Northerly extension of said Westerly line to the Southwest corner of said Lot 2; thence Easterly deflecting to the left 90 degrees 46 minutes to the shore of Lake Minnetonka; thence Northerly along said shore line to the Northerly line of said Lot 2; -� thence Westerly along said Northerly line of said Lot and the same extended to the point of beginning in Rearrangement of Orono Point, according to the plat thereof on `'��E� file or of record in the office of the Register of Deeds in and for said County. (Certificate No.656982) �t� - 7 2��6 Parcel 2:The South 100 feet of Lot 1;That part of Lot 10 and that part of Center Avenue as platted but now abandoned, described as beginning at the Southwest corner of Lot 2;thence Northerly along the extension of the Westerly line of Lot 3 to its intersection with the extension of the North line of the South 100 feet of Lot ,�,��F ORONO East to the Northwest corner of the South 100 feet of Lot 1;thence Southerly along the Westerly line of Lots 1 and 2 to the place of beginning; lying North of the Westerly extension of the South line of said Lot 1; all in Rearrangement of Orono Point,according to the recorded plat thereof on file and of record in the office of the Register of Deeds, Hennepin County, Minnesota.(Certificate No. 656981) Parcel 3:those parts of Lots 2 and 3, Rearrangement of Orono Point,according to the recorded plat thereof,described as follows: Beginning at the Northwest corner of said Lot 3;thence southeasterly,along a line drawn at an angle of 64 degrees 33 minutes 30 seconds from the westerly line of said Lot 3,as measured from south to east, to the shore of Lake Minnetonka;thence northerly along said shore,to an intersection with a line drawn from the point of beginning, at an angle of 90 degrees 46 minutes from the westerly line of said Lot 3,as measured from the southeast to northeast; thence southwesterly, along said line so drawn to the point of beginning. ` F��`�� NORTH L9JE OF SOUTH �00 FEET OF LOT I-- __F, � ' \ _. I - PART OF LO7 10 `�'�"• 4 � �� (ASSUMED BEARING) � 8'f�\ �� --- N90"00'00"E 247.1 3--- -- � -- i - � �� \ ,� f v, � ��/ �� , � � N � � ��`N � r� � rn ,_ ao ' � Z �, � = � u l `^ I o w o m �= � � � 0 2 ; ,,----PARCEL NO 2 --------,, / ; W � � � , �'' - - - - � Z 3 � -� I � --- '�� '� _ 1 I � ----- - _ 1 I O � `-I- I s N � � ��``\ ////�,y' / i ��.Q��_�_- ' /� 11� � �__�-� ��O � � Q ��_� �._/ � � ` , V� 1 a 6 rr1 � � `In � T �N ^ r I � � "�g Z ' ' r�v � m , I � I � � -' $��y' a 1 � Z _ 53 6�� j z � � i� 1 , � � I � � \� O � I m 0 � i LL � I � t� I/ Z 1, I O ~ Z � I � __---'- � � , w � _- Q9.2 `i l v Z W _��-� J � C � LOT I , + ` +L07 I � } Z � LO7 2 � LOt 2 II j r� O � � � Z � •- ,' a N — 3 c � � a � V G �� _ � AA � K r� 1 � ' Z << Q � � o� 1 � ��-PARCEL NO 1--�------�� o Y og i \ i 0 -'� � � �____ "1 I � Q 1 � � I I � � C°i I I �� J Q \ � 1 °'1 �i I � 1 r I ' ! � _� -' � � ' � � ! . -� \ 1 - 1 I SOUTM ST C�ER�T�� , _ ' T I _� � / L01 2 �� LOT 2 � �� 3 \ / L07 3 � � ��- --PARCE4 NO 3---, � - ��,o�,�° � �\ 0 � �pP��t�,� � 1 �- bk3'� �' N7�^33�43..W - �1 �06.5�� ,� ,� -_ � NORTH BENCHMARKS - --- � 0 30 60 � BENCHMARK: STANDARD DISC SOUTHEAST CORNER -� suite; BRIDGE NO. 7258. CSAH #51 CRYSTAL BAY @ NORTH 6750 Stillwater Blvd. I Stillwater, MN 550F ARM BRIDGE = 947.21 Phone 651.275.89f Fax 651.275.89: SURVEY NOTES: da� � � N CERTIFICATION �SS��f � �'� � � � .n 7 � t hereby certify that this survey, plan or report was 1. ORIGINAL SURVEY PREPARED BY KIM A. REAUME OF �� prepared by me, or under my direct supervision,and PRECISION SURVEYS. that I am a duly Licensed Land Surveyor under the 2, UNDERGROUND UTILITIES SHOWN PER VISIBLE laws of the State of MINNESOTA. � � �1•� FEATURES AND AS-BUILTS PLANS PROVIDED BY THE � ll'' � �''�� CITY OF ORONO. 3. THERE MAY SOME UNDERGROUND UTILITIES, GAS, �O R N E RSTO N [ � -7 A IEL L.THURMES Oat : 09-06-16 ELECTRIC, ETC. NOT SHOWN OR LOCATED. -T- �icense No. 25718 4. FOUNDATION SHOTS TAKEN IN FlELD 7/13/16. LAND SURVEYING INC ^- � Project:NLO1 , � �-� � �% DATE TIME CITY OF ORONO �j�j/,3 CALLED IN S-/-r'1 '�7 INSPECTION N T� E HEDULED _S /" a"U� PERMIT NO. � COMPL ,ED ADDRESS � ��U✓ �� -f - 01AINER TELEPHON NO. G� �d�� " CONTRACTOR � DESCRIPTION ��L'�- � r�� 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 O'WNERICONTRACTOR TO MEET YiOU:_YES_NC � COMMENT'� Te�- ,_�dl� � � �i►�co��- co .l�<<�s— v,C o ��T ��.,�� - o,e �' ' L!•G. P�.,� �+Paa� blouE¢� � ° ��rov�yc �'�s,�✓ �e�ts a��t �ro•K (,lG- W � ,��l�v�s� Q 2 ��e /ss.�r�i�� lS•�i �GrDlffi S6s�S �+'6a7'ih d.� J,�� rlH�S�C �'�e�t�iS�� J�GI�LOr 1'JC11lI�tT++r � � Ca� ec.� r0✓ � � ✓ / d G� t�+�'e rov.ya, Cit�^f�• e lo�/.�:re•�, W� ❑WORK SATISFACTORV EDCe��a��❑PROJECT CO PL E W ❑CORRECT WORK 3 PROCEED !� C/ i a��❑�SSUE CERTIFlCATE OF OCCUPANCY � ❑(�RRECTYYORK,CALL FOR REINSPECTION �QlitG[ TEMPORARY V BEFORECONERIN(i � PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED �SPECTION REQUIRED.CALL TO ARRANGE ACCESS. �/ Call for the next inspection 24 hours in advanoe. (952) 249-4600 OMmerlContractor on site: Inspe�tor: �� '�-� � Whits Copyllnapector's File Gruiry CopyfSfb Notks Planning & Zoning Department Memo To: Finance Department From: Christine Mattson, Planning Assistant 0,( J� CC: Street File �1 Date: October 18, 2017 G/L: 101-22205 Re: Escrow Refund Building Permit #2016-00133 pertaining to 1220 Bracketts Point Road is complete. Please refund $10,000 to the property owner, Jule & Elizabeth Hannford. Mail to: Jule & Elizabeth Hannaford 1220 Bracketts Point Road Wayzata, MN 55391 w:\street files\bracketts pt rd\1220\escrow refund 2016-00133.docx Christine Mattson From: Betsy Hannaford <bhanna1891@aol.com> Sent: Wednesday, October 18, 2017 8:28 AM To: Christine Mattson Cc: Don Forsman Subject: Re: 1220 Bracketts Point Rd/#2106-00133 Thanks, everyone Betsy Sent from my iPhone On Oct 18, 2017, at 6:26 AM, Christine Mattson<CMattson@ci.orono.mn.us>wrote: Thank you for the quick response. Christine" From: Don Forsman [mailto:don@welchforsman.com] Sent:Wednesday, October 18, 2017 8:25 AM To:Christine Mattson<CMattson@ci.orono.mn.us> Cc: 'bhanna1891@aol.com'<bhanna1891@aol.com>; 'ihannaford@khblaw.com' <ihannaford@khblaw.com> Subject: RE: 1220 Bracketts Point Rd/#2106-00133 You are correct, please refund to the Hannaford's. T an '•i, — - --- Don From: Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent:Wednesday, October 18, 2017 8:16 AM To: Don Forsman<don@welchforsman.com> Cc: 'bhanna1891@aol.com'<bhanna1891@aol.com>; 'jhannaford@khblaw.com' <ihannaford@khblaw.com> Subject: 1220 Bracketts Point Rd/#2106-00133 Good Morning Don, I am preparing the escrow refund for 1220 Bracketts Point Road. My records indicate that Welch Forsman paid two escrow($2,500 and $7,500), but it is to be refunded to the Hannaford's. Please confirm at your earliest convenience. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356 (physical address) PO Box 66 I Crystal Bay I MN 155323-0066 (mailing address) W 952.249.4620 18 952.249.4616 ® cmattson@ci.orono.mn.us I sfn www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: November 10, 2017 From: Don Forsman [mailto:don@welchforsman.com] Sent: Monday, October 09, 2017 4:11 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Subject: Re:Temp Cert of Occupancy/ 1220 Bracketts Point Rd/#2106-00133 Christine, I will be dropping off the report tomorrow(Tuesday) morning. Is there anything else you need from me while I am there? FYI, Pete retired at the end of September, please use me for a contact. Thanks! Don Forsman 612-221-0842 Sent from my iPhone On Jun 8, 2017, at 10:21 AM, Christine Mattson<CMattson@ci.orono.mn.us>wrote: Good Morning Pete, When the final re-inspection has been completed, please bring us the signed copy of the Temporary Certificate of Occupancy escrow agreement. We have the Temporary Certificate of Occupancy ready for you when you arrive. Please don't hesitate to contact us with questions. Christine" From:Christine Mattson Sent:Thursday,June 01, 2017 3:47 PM To: 'Pete Welch'<pete@welchforsman.com> Cc: 'don@welchforsman.com' <don@welchforsman.com>; 'bhanna1891@aol.com' <bhanna1891@aol.com>; 'ihannaford@khblaw.com'<ihannaford@khblaw.com> Subject: RE:Temp Cert of Occupancy/ 1220 Bracketts Point Rd/#2106-00133 2 Good Afternoon Pete, Per our conversation last week, attached is a copy of the Temporary Certificate of Occupancy Escrow agreement. Please have the property owners complete Item Number 8 on the second page of the Temporary Certificate of Occupancy Escrow and sign & return the agreement. The City holds a total of$10,000(paid by Welch Forsman Associates) in conjunction with the issuance of a Temporary Certificate of Occupancy. Once final grading and all exterior improvements have been completed, and vegetation established please submit an as-built survey. After the as-built survey has been approved the escrow money will be refunded. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356 (physical address) PO Box 66 I Crystal Bay I MN 155323-0066 (mailing address) 'M 952.249.4620 8 952.249.4616 Ilcmattson@ci.orono.mn.us I www.ci.orono.mn.us Summer Office Hours: (Monday, May 22 through Friday,September 1,2017) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday& Tuesday,July 3&4,2017 From: Pete Welch [mailto:pete@welchforsman.com] Sent:Wednesday, May 31, 2017 4:26 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Cc: Pete Welch<pete@welchforsman.com> Subject:Temp Cert of Occupancy Christine, Will you please send me the form that the owners of 1220 Bracketts Point Road need to sign? I believe we have the escrow payment complete.This Friday we have final inspections set up. You mentioned last week, sending me the form that needs the owners signature.Was that correct? Please advise. Thanks, Pete Welch 3 329 32985 8 5,, 1 �^ e Wells Fargw.Bank, N.A ( WELCH FORSMAN ASSOCIATES;INC. Minneapolis, MN 55402: pY!cm h 6026 PILLSBURY AVENUE SOUTH 1 7-1/91 0 A ,�y,� MINNEAPOLIS,MN 55419-2329 9(0 PAOr Thi u• rN� o ORI�Et OF k l �, ;140�'A) $ son-al) " Ir9flir. //y77 ► , 4O44 m q , u' r3� „ DOLLARS z o-+ 1, e B IF fJM p irl • oii) y 3 'y - AUTHORIZED.IGNATURE+ Ppt ,,:„0,0+, • 'x I NAV. 003 29B 511' 1:0910000 19P: 3970 21093411' City of Ororlo 2750 Kelley Parkway Orono MN 55356 952-249-4600 Receipt No: 3.015052 Feb 10, 2016 Welch Forsman Associates Previous Balance: .00 Permits 1220 Bracketts Point Rd - 2,500.00 2016-00134 101-22205 Deferred Rev-Developer Deposit Total: 2,500.00 Check Check No: 32985 2,500.00 Payor: Welch Forsman Associates Total Applied: 2,500.00 Change Tendered: .00 02/10/2016 09:42AM DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMfT NO. nK0 - OC 133 COMPLETED q-17 -1 V, ADDRESS 2-21D Liao-,Lb _Pt {?k- OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION ��'"'�`�L� � W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OMINEWCONTRACTOR TO MEET YOU:—YES_NO «� COMMENTS: W J O cc O W W Qc Q 2 W z W QC J d W ❑WORK SATISFACTORY PROCEED ❑ PROJECT COMPLETE cc ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COHERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN C3 CITATION ISSUED ElSTOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnedContractor on site: Inspector. Crvu White CopyAnspector's File Canary Copylshe Notice