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Home My WebLink About2013-01041 - single family house � CITY OF ORONO * z 0 1 3 - 0 1 0 4 1 * 2750 KELLEY PARKWAY DATE ISSUED: 04/02/2014 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 75 BAYSIDE TR PIN : 06-117-23-22-9995 LEGAL DESC : BAYSIDE MEADOWS : LOT 5 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTNITY : 101-SINGLE FAMILY HOUSES, DETACHED VALUATION : $ 515,764.50 NOTF,: SEPARA"1'E PERMITS REQUIRED:PLUMBING, MECEIANICAL, SEPT[C,FIREPLACE,LAWN IRRIGATION, WELL(STATE), ELEC"IRICAL(STATE) NOTE: PR[OR TO THE START OF FRAMING AN AS-BUIL.T 1O/UNDATION SURVEY MUS"I'Q1;S[JI3MITTED AND APPROVED BY CI'I'Y OR A STOP WORK ORDER WII_L BE ISSUED. INITIAL: �i� NOTE: AN APPROVED AS BUILT SURVEY IS REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY ISSUANCE. INI"I'IAL: �` NOTE: BE AWARE,IN THE EVENT WEATHER OR OTHER CONDITIONS PREVENT THE COMPLETION OF AN AS-BUILT SURVEY AT THE TIME THE CERTIFICATE OF OCCUPANCY IS REQUESTED,A TEMPORARY CERTIFICATE OP OCCUPANCY MAY BE ISSUED UPON RE�F�I.P,T OF A$10,000 ESCROW TO F,NSURE COMPLETION OF THE AS-BUILT SURVGY AND ALL SITE IMPROVEMENTS. INITIAL:�L APPLICANT PERMIT FEE SCHEDULE 3,536.75 PLAN REVIEW 442.00 GONYEA HOMES STATE SURCHARGE(VALUATION) 257.88 6102 OLSON MEMORIAL HIGHWAY GOLDEN VALLEY, MN 55427- TOTAL 4,236.63 (612)741-9069 Payment(s) Minnesota State License#: 2459 CHECK 12136 4,236.63 OWNER WACHMAN JR., ERVIN 2135 SALEM CT LONG LAKE, MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this permit is issucd shall be performed according[o the approved plans and specifications,applicable City approvals,and thc State Building Code. This permit is for only the work describcd 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 afrer work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance wi[h[he S[ate Building Code.This permit may be revoked at any time for due cause. �' a � �, a � Ap ic t P ee Si at re Date Issue By Signature Date ��,(� . /- �,�,l� 1 �, � � CITY OF ORONO �/-' ' -'� �(P� �, � ��c� BUILDING PERMIT APPLICATION � FOR NEW STRUCTURES OR ADDITIONS �O�O Mailing Address: Permit number: -DlLS�l PO Box 66 Crystal Bay, MN 55323-0066 Date received: ��" �dZ'�3 StreetAddress:' Received by: � � �' 2750 Kelte Parkwa � D �J�p• Q�f � ti�, G` Y Y Plan review fee: Orono, MN 55356 / - `qkESH�� Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: f ,,,� �J Job Site Address: �J"� ��a=C. S l� ��< ( � ` � `�� Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? �'Yes ❑ No If yes, a special event permit is requrred with Police Department and City Council approva!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/APP�ICANT INFORMATION: Name: (a�r�y ra �tow�r5 State License# �2�(.5°� Expiration Date: Phone: cell (0 1�- vl K i - `t�6 � office Mailing Address: �%� � L SE�, �'��+�� Hw Cit : �c( �� G�� ' ZIP: .S S � � Contact Person: �� ff , Applicant is: rac� / Hom owner (Circle One) Email and/or Fax: ��f I��y�a I��ti.�=� c��-Y�� PROPERTY OWNER INFORMATION: Name: (. p v�y f � l�o v��c �-. Phone (day): Address: ^�� ZIP: Email and/or Fax � �� Q � U• ARCHITECT/ENGINEER INFORMATION: � � � � �--�g-`_ j , . Name: �C� � Lo��v.� l �� ^ Phone (day): -�? � - `�S � � �� Address: ZIP: Email and/or Fax: �Z� PROJECT INFORMATION: Description of project: ��I 1.Type of Project 2. Pr�� ed Use 3. Structure Type 4.Sewage Disposal 8 �� Water Supply �ew Construction imity with lid"Residence ❑Addition � �garage ❑ Garage/Accessory Bldg. ❑ Public Sewer ❑ Accessory Building 2,�• � �ily with ❑ Deck ❑ Relocation ✓ 3 arage ❑ Office/Commercial Private Sewer ❑ Other: (specify) _ -� �� ," , � �y/Condo ❑Warehouse 2� �(� ❑ Storage ❑ Public Water **Any earth movement i 4� � ❑ Other(specify) MCWD review&permits. Private Well Minnehaha Creek Watershed L �� ^,� ;eCify) 18202 Minnetonka Blvd �-U� Deephaven, MN 55391 Cl Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ ��', �`'�� r � STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length (ft.)= Number of bedrooms= � ood/Frame b.Width (ft.)= Number of garage stalls: � ❑ Masonry '�" ❑ Metal Areas in spuare feet Attached = -' ❑ Pole Bldg. c. Basement= � � � Detached = ❑ ICF d. 15f Story = (�`l"� ❑ On-site Prefab e.2"d StOry= 1�(C�C) ❑ Off-site Prefab f. '/z Story = ❑ Other(please specify): g.Total Area= ��-5 U REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclo d A licable ❑ Permit A lication ❑ Pro osed Buildin Plans ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form ❑ Surve meetin all re uirements ❑ Stormwater Pollution Prevention Plan ❑ Hardcover Calculation s ❑ ❑ Se tic S stem Site Evaluation Re ort ❑ ❑ Access Permit ❑ ❑ Wetland Buffer Im rovement Plan ❑ ❑ En ineered Plans for Retainin Walls 4 feet or above ❑ ❑ Plan Review Fee ❑ ❑ Application Escrow&Agreement ❑ ❑ Other: APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or afl of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. . Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. - _____ ApplicanYs Signature: �'.��'� Date: ��'�3� � Owner's Signature: �� - Date: � ��3�/ � GONYEA HOMES INC BRIDGEWATER BANK 12136 6102 OLSON MEMORIAL HIGHWAY WWW�BRIDGEWATERBANKMN.COM � � GOLDEN VALLEY, MN. 55422 .� 75-1752/910 ;� 11/4/2013 '.��' PAY TO THE � � ORDER OF City Of Orono $ *'`6,736.63 � ,§ te, .:�' Six Thousand Seven Hundred Thirty-Six and 63/100'"`***'`***'`*'`*""'***"**`******'"•***•**********************••*******#* DOLLARS � City Of Orono .� � � � — � MEMO: AUTHORIZED SIGNATURE �� 75 Bayside Trail _ _ _ _ ��■0 L 2 L 3 6 i�' �:0 9 10 L 7 5 2 3�: 8 3 0 0 9 4 � 5 ii' GONYEA HOMES INC ,� 2,� 36 City Of Orono 11/4/2013 2,500.00 4,236.63 Bridgewater Bank 830 75 Bayside Trail 6,736.63 L-7 _'� i-7 --; c� P.,.�_ .. . ��_�L i iJ r.-�.(,�-�_t K7.��_ �r-.-n-ri � .,.J ._...r,,r-i �- �_� ...r. � �:_ ._Y,,....i sll'--'._,[=.��1i C ._.r,� Y[� �_.-. �_:r�'-` � 1'1 C CJ7 rr Cui �G7 L�C'7 2� .-+ tCl «--. A� «--- '".'-- -h...�.p� -• �'C�' �. ^_� N G [u _a'r) W I C.l? � � W� �� 1 41� rL I .�.-P� •�. 'K �Np � ✓�G �n �`� �L 7c r n 7 1 � C-� 1 ....[i.C�J I .�-. R�•-- I �.- fD � O ro �c a n .. o o,�,�-n-�o�+.. r_�o r,--s n� o<,-o' w � Fu`n r,rn -s x cr,�--u7 �-�•—ui � cn�u� m n� c�in � —� o w � c,� rv a �c� ,�, u.c� n.� u� x �� m v� � a r�.� n c�-� c-e• cn m c+ z ��--a r .-- -o .-• a, u� cc+ 3 c: ro C� �. .r.p :Y � � �.. IL @ .�-- t�l1 VI� � +�., ro Ci td � al � �J - -J 1 +.1 tu �J C11 T n � � • l!t fU }J C.h � C..rl � �-� ro � f7 C� LJi� W �..�.r L�u� !'r1 R�i �n W t�D ttu � C� �� } •• �y f(� • x G '-G < •• C7, G+ � ll1 � tti UI G tfi � � �� . O CY. CL d I[I C1 ro -n ru rv -s rn :~ -�� u��yi .� _�� ro .4F, 11 1 U � � �a G 3 II I fi 1 �t u] r, v c.n ii i ii i T' ri' u i m o�, u c-� i c., :' ' n, ii i � -� i �—� i r,� .�• cn cn r,u � �i i w c,� �� c..� i �n .� �; c� i ii • i � �" ii m i r ro , , n c� i c*�� m� u m i o� .�. --� c.• r�� ci m 11 �� W C.! ;� G] i Q.7 O Ul •.� C• -f= G � y 1°X�1 l�Z� PLAN REVIEW CHECKLIST FOR NE STRUCTURES / DDITIONS Address/Permit Number: � � Description of work: � Septic review by: � Date Approved: �� b ' j� Zoning review by: "� � ''"�--`"� Date Approved: �� '�� Building review by: Date Approved: � � `"f�' � �-� Grading review by: .�s�� ' Date Approved: la 3a � Zoning District: 1`�� '�.'�..� Zoning File#: ' R so#: Reso Date: Zoning: Lot Area: � �� ;`�- �`��SF�AC Width: Lot Coverage: SF _% Survey Submitted: �'Yes � No Date o�Su ey: �,�� i �' � Revised date(?}: Pro osed Setbacks: ' Front (Lakej Rear(Street) ( N S E W ) �( N S E W ) Other Buildings Wetland Side ' Side ' � Defined Height: �� Peak Height: � :J�4�.i FFE 4`��!�=.- FFE minus 6 feet= r ;- �:� (Existing Contour) Perimeter(linear feet) = 50°/a = �"1 � , #of Stories �%`T- Ok? ,m.YES � , �:, e.., � ;� � , . �:� ; �, ; FOR A BUILDING WITH A BASEMENT OR CRA1M1�� -""^' , The distance beri � . � � AB FOUNDATION: START WITH proposed floor(o+ /� � �;' ;� space)and the hi /`� � �� , / P The distance beriveen the to of slab and If you have a... 'P l� / the highest point of the roof. 2� � (� � If you have a... • GABLE OR � � �, C � . GABLE OR HIPPED ROOF(no windows): .` � �� windows): Subtract half the distance distance be � �� ' � between the highest point of the roof of the roof � ✓� � to the low point of the corresponding SUBTRACTION corresponc � [' �N �� (BASED ON ROOF . GABLE OF . �� • 9able or hipped roof �;, ; GABLE OR HIPPED ROOF(with TYPE) windows): �� windows) Subtract half the distance distance b� � between the top of the highest highest wii �� \ window and the highest point of the point of thf �� roof S • ALL OTHER ROOF TYPES(flat, • ALL OTHE mansard,etc:No subtraction. mansard, �/ Subtract the dis ```��yyy// Add the distance between the top of slab � 5 SUBTRACTION basemenUcrawl `� and the highest existing grade adjacent to 'S t �� (BASED ON EXISTING I'� _` the foundation. 1'`i' GRADES) highest existing � �� foundation OR Defined building height EQUALS Defined buildii j�e(�) I ' Shoreland District CWD Permit Recerved Ave a e Lakeshore Setback Met. Bluff Yes � No � N/A " � Yes L3' No � Yes �No Yes � No ,,��N/A Permit Number: �� :: Setback: � Stormwater Quality Existing Proposed Va iance Required CUP Required Overla District Tier Hardcover Hardcover 0 Yes ❑ No ❑ Yes L�No ,� , t TY e(S); TYpe�s): Updated: January 2013 v:lformslplan review checklist 2013.docx . �� .sE '�� :t ��s� �+ i REMARKS (in-house): Fees to be Char ed YES NO Permit Plan Review � State Surcharge c/ Investigation Fee �✓ SAC-Number of SAC Units t/ Other(specify) !� S uare Foota e $per S uare Foota Basement 52 X �• 3 = � �,38.�Y4•5b � 15�Floor I bR � X 9S'73 - � t 2 Yg•� � 2"d Floor /9 d� X `�S•'�3 - � 1 $I �`g'1. 00 Garage �gb p X �ltl. � _ � 3Z 3Z�,�a Estimated Construction Value: $ S l�i 1 bK.�'0 Orono Inspections Required Work Requiring Separ e Permits Required State Permits � Site �Plumbing � G ding ! Filling Well � Hardcover Removal �Mechanical 0 Fi e �Electrical ,t7 Footing ,�Septic � W ter Connection �Poured Wall �Fireplace ❑ S wer Connection oundation Survey � Masonry � L wn Irrigation �Radon Rock Bed �3' Mfg. �Framing � Other(specify) �'Insulation �As-Built Survey �Final 0 Wetland Buffer � Other(specify) REMARKS (in-house): � q Other Review: Reviewed by: Dat Approved: � Access: Existing: � YES � NO Ne : � YES � NO OFFICIAL REMARKS-TO BE NO�ED ON PER T AND tNITIALL D �� '� � � �� i - � � t Updated: January 2013 v:\forms\plan review checklist 2013.docx � � ��''��_.. S89'45'29"E 330.8 - ___ ___ _ Fo i j2v��EN � � ,j�� f - _. � e� I ` `� ('F91 .1) � _ _ �n (1011.0) � ._.s� � \ - � /. -�J � r � , 5 � _ ` C� I � — ��. -- --- ` � `� -- � .- ...- - . ' I Z 5 a _._.. � � � / � � _ — � -J< � .. 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H� I • � I �, � _ _ — ; -- — — -- --�' i / , ° �/ ; �, `, , ,�r � � ; , I � ,�� °° � � I � � _ ,` _ _ ,.� � , � , � a 1 I � �-- — — �= f i � ,' � � . �9�.is ! � � S89'51 '19"W �301 .12 � { � � � ' � �" 1 � `� � �' / � � , ,� ; � � � � ; � � �'� % ' �I � i � � ' � � 1 � I� » s' / i / � i � � 1 t� 1 I � \� ' I ! � / I � ��o A � .�-,> � ��' � �/ � 1� � � `'�• � \ 4 I i � � 1 , � � � �.� . °yo �� R I � � � l 0 ,o. I I � I � I � � � \� �9,. � � 1 ; � \ ,� y �\ � \�� f i /� !'�� fi I \ � �� • �� t . / / I \ �� ,\9 � �\� • 1 � . I ,�� \ \� ��F � � � �� \� I � � ' ' � � � � `, � � \y�, , � � Y ..-. ;' � ; I i � � � � � �_—-V/" '( 1 Christine Mattson From: Christine Mattson Sent: Wednesday, November 13, 2013 9:06 A To: 'ethan@gonyeahomes.com' Cc: Melanie Curtis Subject: 75 Bayside Trail/#2013-01041 Ethan, I received a copy of the MCWD permit for 75 Bayside Trail. We nee the escrow agreement signed and returned with a check for$2,500 before we can release the building permit applicati n. If you have any questions, please don't hesitate to contact us. � 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 � 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, November 11, 2013(Veter ns DayJ 1 � , Christine Mattson From: Christine Mattson Sent: Friday, October 11, 2013 3:02 PM To: 'ethan@gonyeahomes.com' Cc: Melanie Curtis; Lyle Oman; Jesse Struv Subject: 75 Bayside Trail/#2013-01041 Attachments: incomplete Itr 75 bayside tr.pdf; Escrow greement- Building Permit w Erosion Control 2013-01041.pdf Ethan, Attached is a letter following up on our telephone conversatio of today. The letter discusses the items I mentioned, plus some additional things needed for our review f 75 Bayside Trail to continue. If you have any questions, please don't hesitate to contact us. Christine Mattson I Planning Assistant City of Orono 2750 Kelley Parkway Orono MN 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing addressJ `�° 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 _r� r �OA TO 1�/ ITY OF ORONO ,� � Street Address: Mailing Address: Telephone(952)249-4600 y�, � 2750 Kelley Par ay P.O. Box 66 Fax (952)249-4616 �,q F,�' Orono, MN 553 6 Crystal Bay, MN 55323 www.ci.orono.mn.us KFs H o� October 11, 2013 Gonyea Homes Attn: Ethan 6102 Olson Memorial Highway Golden Valley, MN 55422 Re: Building Permit Application#2013-01041 75 Bayside Trail On October 2, 2013 the City received a building permit appli ation for 75 Bayside Trail. Your application is incomplete. The following items must be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. The City Engineer has reviewe the survey submitted and has the following comments: a. Survey should show the location of the propose erosion control measures. b. The driveway should have a culvert or other echanism under it to allow for drainage in the ditch by Bayside Trail. This culvert should be hown on the survey including invert elevations and size. It must be sized to accommodate at le st a 10 year storm event. c. Top of wall (TW) and bottom of wall (BW) ele ations must be called out on the survey for all retaining walls. 2. Building Plans. Page 6 of the building plans does not a pear to be drawn to scale. Please provide two scalable copies of page 6 to incorporate into the set of p ans we currently have for our review. 3. Building Height. Using the current highest window sho n (false window?), the house calculation is over the allowed defined height of 30 feet. The height ca culation works using the upper level bedroom windows. Please modify the plans accordingly or call to iscuss. 4. Escrow & Escrow Agreement. Permits involving gradi g and/or review by the City's engineer require submittal of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City for out-of-pocket costs incur ed during the review of your plans. Additionally this escrow will guarantee conformance with City Co e Chapter 79 relating to erosion control and stormwater. The required escrow amount for this proje t is $2,500. The escrow agreement is enclosed. The property owner must sign the escrow agreement an submit a check for$2,500. Your project may trigger the Minnehaha Creek Watershed Dis rict's (MCWD) permitting requirements; please contact the MCWD regarding your project. Please note, the City of 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 any of their permitting requirements. The above inform tion is required in order for the plan review to continue. .. . � October 11,2013 75 Bayside Trail Page 2 of 2 Also please note, there are several items associated with the ayside Meadows development that need to be completed or verified they are in compliance prior to the relea e of the building permit, i.e. road (Bayside Trail) completed, septic verification, boulevard trees. Please feel free to contact me at 952.249.4620 or by emai at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO Christine Mattson Planning Assistant c Lyle Oman, Building Official Jesse Struve, City Engineer enclosures , , Melanie Curtis From: Coffman, William D [wdcoffman@cbbur et.com] Sent: Friday, October 11, 2013 2:23 PM To: Melanie Curtis Subject: Re: 13-3630 - Staff Memo-Council Trees start next Tuesday Bill Coffman Cell: 612-202-0692 billcoffmanCa�cbburnet.com Sent from my iPhone > On Oct 11, 2013, at 2:17 PM, Melanie Curtis <MCurtis ci.orono. n.us> wrote: > > Bill > Please see the attached Council memo and resolution for the revi ed landscape plan for Bayside Meadows. You will see that the only condition on the resolution is that the boulevard tre s are planted before any building permits are issued. We have an application in right now for 75 Bayside Trail. What is yo r plan/timing for tree planting? Admittedly I have not been by the site for a couple weeks so if the trees are planted alrea y forgive my oversight... :) > > If you have questions please let me know before Monday's meetin . The Council meeting starts at 7 PM. > > Melanie > > > > Melanie Curtis > Planning &Zoning Coordinator > City of Orono > 2750 Kelley Parkway > Orono, MN 55356 > > Direct Dial: 952.249.4627 > Fax: 952.249.4616 > > Planning &Zoning Office 952.249.4620 > > Email: mcurtis(c�ci.orono.mn.us<mailto:mcurtis(c�ci.orono.mn.us> >Website: www.ci.orono.mn.us<http://www.ci.orono.mn.us/> > > <13-3630.pdf> ---------------------------------------------------------------------- The information in this electronic mail message is the sender's confi ential business and may be legally privileged. It is intended solely for the addressee(s). Access to this internet electron c mail message by anyone else is unauthorized. If you are not the intended recipient, any disclosure, copying, distributi n or any action taken or omitted to be taken in reliance on it is prohibited and may be unlawful. The sender believes that this E-mail and any attachments were free of any virus, worm, Trojan horse, and/or malicious code when sent. This message and its attachments could have bee infected during transmission. By reading the message and opening any attachments, the recipient accepts full re ponsibility for taking protective and remedial action about viruses and other defects. The sender's company is not liable for any loss or damage arising in any way from this 1 I � , mes�age or its attachments. Nothing in this email shall be deemed to create a binding contract to urchase/sell real estate. The sender of this email does not have the authority to bind a buyer or seller to a contract via ritten or verbal communications including, but not limited to, email communications. i 2 Jesse Struve From: Jesse Struve Sent: Thursday, October 10, 2013 3:41 PM To: Melanie Curtis Cc: Christine Mattson Subject: 20131010 75 Bayside Tr-#13-01041 Melanie, I have reviewed the survey for the new house at 75 Bayside Tr and ave the following comments: 1. Survey should show the location of the proposed erosion co trol location. 2. The driveway should have some sort of culvert under it to al ow for drainage in the ditch by Bayside Trial. This culver should be shown on the survey including invert eleva ions and size. It needs to be sized to accommodate at least a 10 yr storm event. 3. All retaining walls need to have the top of wall (TW) and bo om of wall (BW) elevations called out on the survey. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct (952) 249-4616- Fax �� n r1S www.ci.orono.mn.us �� ` �•� � � !��.;��,� � ��I ��-� ' �' � � � €�':�`��`,`:�` � � -�� , , \ � _ I�.C� �mt� I�I�U � �., � � _.__________ � � � �{ � �. � � , �� k-i�V New Construction Energy Code Compliance Certificate Per N1 I U1.8I3ui3ding CerliSicate.A 0uilding cuyifica[e sh.ill be posted in n perinanently visil�Ic localion insi u,��c Ce�eificF�ie Posica the building. 'fi�e cenificalc sh�ll lx complcled bp thu iwildcr aud si�all lisl infurnia�ion a:�d vniues of �o�»�o„��us r,s��d�„T2��rr��o�.s. 9/10/13 place your �IuiliugAddrcssoftluD�relliugorUwcllingUuil ��>� logo here BAYSIDE MODEL ORO O Name of Residcntin3 Coulrnctar DiN I.ic nse IVumUrr GONYEA HOMES 2459 Communih� Pian ID HERMAI. ENVELOPE RADON SYSTEM 7ype:Che k AIE That Apply X Yassive(No F�n) 4, o u °J ` Activc(N'itJ7 fa�and»ro,roihelsr or � a, .�� , _ � > olher svslen,ntonitori,rg device> f'rJ V � � y W F CJ �" u — .p «4 a Q O � U L � G � O Q� Q� u .D � U Insutation Locafion � 0 7 � � r� u- � o c� � o t� �n p � ^ o N o � � � v -� :o' `«� m � cri on F. r= ;r µ, �, ,� ,z G! F! (�Iher Please DesCribe Eierc IIclow Eutirc Slab )( l�oundation Wall R-5 X Tyce in location exterior Per�inetcr oiSlab�on Gradc; � �� X�� Rim Joisf(1�'oundalion) R-�� Ty„e in tocation: intenor .R1roJOiSt�(l��FloOr+), . � R-�p � Type�inlo;ation:intenor . ..� � w�n R-19 X CeiEin�,'IIa1 ft-44 X Ceiling,vxultect R-30 X BaylVindowsorcantilcveredareas R-30 X I3o:ius ro��at ovcr garage R-38 X ilcscrfUe utl�cr insulaYed arcas Windows&Doors Heati g or Caoling Ducfs Oufside Condifioned Spaces Average U-Pactar(eacludes skvligfus und orre door)U: 27-31 N i applicable,�I]dzicts tocr�ted in cunditioned spacc Solar Hcat Gain CoefTicient(SI IGC): 25-29 R value MECHANICAL SYSTEMS Mako-up Air Selecta 7yE�e Applianees Hcating Sysfcm Domestic Water lieater ooling System x Aiot rcquired per mech.code TuclTypc � � � NaC. (�aS� ��F1CtfIC �� -4�Of1 � Passive 6lauufacturcr B ant RHEEM ant I'owcred ]ntcrlocked with cxhaust device. Aloact 912S$048100S2 NA13042 Dcscr;bc: lnpt:l in 100,000 ('np�cit}'in 5� l` �tpnt in 3.5 OthCr,dCSCrihC: 12atin�orSizc [3l'US: Galluns: T us 1#eat I_oss' q2,9g7 �t 26,618 Lecation ofduct or syste:n: Structw�c's Cal�ulated G in: APUGor 92 S:ER: 13 HSPP% tculaied 39,893 ECficiencV c tin�load: Cfm's' "round duct OR Mechanical Ventilation System "metal duct ._—_. Describe any s�dditional or combined heatii�g or coo}ing systems if installed:(c.g.two fumaces or air Combusfion Air Selecl ri Type __................__ sourcc licat pwnp with gas back-up fi3rnace): x Not required per mech.code Select��e Passive x lieat R€cover VeEitilatur(I�RV) Capaciry ia cfins: Low: l20 H glz: 1 SO Olher,describe: Gnergy Recover Ventilator(ERV}Cupncity in cfms: Low: I�gh: Locatiou of duct or system: Conlintwus cxhausting fan(s)rated capacily in cfins: fUfflaCB fOOf11 Locatian of fun(s),describc: Cfm's Capaciry continuous ventilation raite in cfms: "round duct OR l�otal ventilation(interniittent+conFinaOus)rate in cfins: 33U "metal duct � 1 ... ... . . . .. . .... .. . . . ......... . ............ ... ...... ....... ... . . .. ..... ......... ........... ......... , . .......I I� I I I I I � I � I � � � � I � I 1 i I I � ' il Gonyea - BAYSlDE MEADO S MaDEL, ORON4 ; � HVAC Load Calc lations ' ! for � Gonyea Nome I� I � � � I i � � � I i f � I i I I� i Prepared By: � Sabre Plumbing And Heating � I ; II Tuesday, September 10,2013 � � i i Rhvac is an ACCA approved Manual J and Manual b computer prog am. , Calculations are performed per ACCA Manual J 8th Edition, Version , and ACCA Manual D. , , ! .... .. ._..__.. _.__. _ __. _... __.._... ._ .... _. - -_____. _._.._._ _.... ...... .....__.. _._. __...._. _.. _ __� _ � � 1 �hvac��Residential&Light Comrner�'ia)l�IV�C,I,o�ds � '� � � �Elite Spfikware Devefapment;Inc.� Sabre,Plumbing&HeaEirig �� i�, � �� Gonyea--BAYS10E�h4EAD01NS MODEL,0120N0; f'lymouth, MN 55447 s � _ Page 2 _ ___ _ _ . .__ '_. �, Pro�ect Report , � �G��er��Pro��t�t�fs�rl�i,atrgl� �v � , _ _ ; . ' —._�:;: �.�._�_�:� .��.��,............:...�.: ,__.�.::. .__ ..:::. � �.� _.__.:� " � ! Praject Title: Gonyea - BAYSIDE MEADOWS MO EL, ORONO , � Project Date: Tuesday, September 10, 2013 � ; Client Name: Gonyea Homes ' Company Name: Sabre Plumbing And Heating ---��- .� � �� ', ;D6S�2'F�3�ta.___�,__ �„��: �,_...:; .._ _.._r ._�.,.� ____.:.,_ �.��s �� _,': . . .�:��__. ��. � I Reference Cit : Minnea ohs, Mi nesota �� ` �A � W �`� ' Y p ,_,�.,___ _ _ _ j Building Orientation: Front door faces North Daily Temperature Range: Medium ', Lafitude, 44 Qegrees ' I Elevation: 834 ft. � Altitude Factor: 0.970 i Outdoor Outdoor Outdoor Ind or Indoor Grains � Dry 8ulb Wet Bulb Rel.Hum ReI.H m Drv Bulb Difference � � Winter: -15 -15.33 80% /a 72 n/a � I Summer: 88 73 50% 5 % 75 35 i �. . i ;CheGk��gures;;� _�_.�a._..y_m�: �� << `�� ` � �� , �� , I �_----___... � �_._.._, .�...��.� �.._.__� .�.._�.�,.._.��,,w. _. ._... .�._�.,_ _� _._,.�� _....,� �....::_. a I Total Buifding Supply CFM: 1,206 C M Per Square ft.: 0.228 , Square ft. of Room Area: 5,296 S uare ft. Per Ton: 1,593 ' � Volume (ft')af Cond. Space: 45,764 I ��,47��L�,1G�L7�:�� _ .,._.. � -� 1 -.:� �� ..,.._' .... �� ..u.. ,.,._a ._��.»\ �__�..:4_ __._�,.: __k`,._:, a r..," ° . :: ,.,_..: , �.-.;3 ..�� ♦ > 1 , Total Heating Required fncl�uding Ventilation Air. 82,987 B#u 82.987 MBH ' ; Total Sensible Gain: 26,618 Btu 67 % ' Total Latent Gain: 13,275 Btu 33 % � Total Cooling Required Including Ventilation Air: 39,893 Btu 3.32 Tons (Based On Sensible + Latent) ; i 1(^iR��Q� _. ��:. 1 .*Z ? ��.: � . .. ,. S t. v :� . _. . � . a., �c I�.�' _fY ..�'�.:..:.r"��.___.._.::...,.�_. . � .:S � �.C� �,� :� ; :. T 1 L '� ') ! -�`� 1:� I _;..,,�.._ _f.� ._ _.__;.,`^,� ' .: f � t_-> �� '�� Rhvac is an ACCA approved Manual�J and Manual�D computer prog am. �� "�' I ; Calculations are performed per ACCA Manual J 8th Edition, Version , and ACCA Manual D. All computed results are estimates as buiiding use and weather may ary. ; Be sure to select a unit that meets both sensibfe and latent foads ac ording to the manufacturer's performance data at ; your design conditions. i i � � ; i � i i � a i � � � � i i ! i j i i � I I___ � __ __ _ _ _ . .. ,_ . __ _ ._ ___...._ _._.. . _______ C:lrhvac projects\GONYEA-BAYSIDL� MEADOWS MODEL, ORON .rh9 Tuesday, September 1d, 2013, 6:24 AM i Rlivac-Residential R�Light Cqmmere�a!NVAC Lpads , Elite Software Devslopment,1nc. Sabre f'lumbing&tiea�ing � µ�� Gonyea- BAYSiDG MEADOWS tUIOpGL,ORQNO� ;'��Ptymouth,N1N��55447 � � � � ' , ' � ' � �� Page 3 � ' Load P�evtew Repor� �__ _ __ �.��T.:: _. .. _.�_ _ . _ :_.:.. _- , �i . i_. I Net i!.' enj Lat �Neti^_ Senl Sys Sys� Sys Duct �� i Scope � Ton /Ton! Area ainf Gainl Gain Lossl CFM CFM CFM Size ', , �....�w�..,..�..... .. _....._... _.J._...._ __.._...._ �_. -- _...._ _�___._, _..._.... _. ._,.__. ._._._�..., ___. _ ._ ...___... _... Building 3.32 1,593 5,296 2661$ 13275 39,893 82,987 1,032 1,206 1,206 ; Syslem� 3.32' 1,593 5,296 26 618 13,275 39,893 82,9II7 1,032 '1,206 1,206 12x17 ' � Ventilatian r $77 3,66G 4,�43 5,IIfi8 Duct LaYent i 5,083 5,083 j Zonr-, 1 ,;'Z9G 25 741 4 52G 30.'267 77,119 1,U�t2 -1,20u 1,'Zp6 92x'i'l 1-Base+nent 1,698 4�26 1,188 5,314 24,704 331 193 193 2--6 I 2-Main Floor ?,698 9732 1,133 10,86.5 25,095 335 45fi. 456 5-�i I i 3-Upper Floor 1,900 11 883 2,205 14,OII8 27,399 367 557 557 6--6 ._.__ ---__._.�_.�_---.__------ --�-�------------.._.._— - � i ; i i I ( � I � i 1 , � � � i � i i I � � � I i l ; I �......._ ... .... ..._... . ... ..._. ._.__. . .__.._ _-.__ __._. .. ... ._.1 . . _...._...__ .._._....._. ... ._ C:lrhvac projectslGONYEA- BAYSIDE MEADOWS MODEL, ORON .rh9 Tuesday, September 10, 2013, 6:24 AM , ' j�Rhvac'-�ResidenTial&Light Commercial 1-11/AC,Lciads � � �� h, � �� Elite Software Development,lnc.� �� I Sabre P{umbing&Heabng � ^�� .� Gonyea- BAYSIDE MEADOWS MqE�EL,ORONO I � , �I_Piymouth,MN 55447 �� Page 4; � _ _ _ _ __ __ � Tota! Building Summary Loads ' _ _ i Com�one��t ' : : Ar��a Sen Lat Sen"' Total `Description . Quan Loss Gain Gain Gain New const 26: Glazing-N�W CONTSTRUCTION 36C�.2 9,956 0 5,420 5,420 ' WENDOW, u-vafue 0.31, SHGC Q.26 , 4A-1a-o: Giazing-Double pane low-e(e= 0.20 or less}, 1� .5 4,230 0 1,926 1,926 i ! operable window, e=Q.2a on surface 2,wood with � metal clad frame, u-value 0.47, SNGC 0.49 � �9 P: Door-Metal- Polyurethane Core 4 .6 1,025 0 282 2g2 ' ; 1560-10sf-2: Wall-Basement, , R-10 board insulation to 99 ,8 6,772 0 598 5gg ' ffoor, no inferior finish, 2'floor depth � 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 288 .4 17,045 0 3,0'f7 3,017 ' cavity, no board insulation, siding#inish,wood studs , i '[5B0-8sf-6: Wall-Basement, , R-8 board insulation to 1 8 663 0 36 36 ! � floor, no interior finish, 6'floor depth � 16CR-50: Roof/Ceiling-UnderAtticwithlnsulationonAttic 19 0 3,306 0 1,444 1,444 ', Floar(also use for Knee Walls and Partition Ceilings), Vented Attic with Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation 21A-20: Floor-Basement, Concrete slab, any thickness, 2 16 8 3,989 Q 0 p i or more feet below grade, no insulation befow floor, i any floor cover, shortast side of floor slab is 20'wide ' 20P-19: Fiaor-O�er open crawl space or garage, Passive, 2 270 0 25 25 I � R-19 blanket insulation, any cover i Subtotals for structure: 47,256 0 12,748 12,748 ' Peaple: 6 1,380 1,800 3,180 ' Equipment: 0 1,200 1,200 ! ! Lighting: 0 0 0 i Ductwork: 5,349 5,083 702 5,785 ' iInfiltration: Winter CFM: 264, Summer CFM: 136 24,514 3,146 1,881 5,027 II Ventilation: Winter CFM: 158, Summer CFM: 158 5,868 3,666 877 4,543 � i Exhaust: Winter CFM: 158, Summer CFM: 158 ; AED Excursion: 0 0 7,41d 7,490 'i Tatal Building Load Totals: 82,987 13,275 26,618 39,893 � � � ,�_?M .l �NlA�r�r��'�.�UrQr.�`:.<ti_.,��.�-` .kW��z.�t��,�._._.�..._��t_...'��.,�..k?�Y`_�`u. ,..r.uc.��_ 54�..,,,:: \t �"_i i r .}Fi -.u.._`� ;i�.�a.�5 a..._.._�,..;._.,_�=,.. S�..wL�� '�� G,,, 3,� Tota! Building Supply CFM�� 1,206 C M Per Square ft p,228 , Square ft. of Room Area: 5,296 S uare ft. Per Ton: 1,593 i Vofume{ft3)of Cond Space 45 764 ��,� /+�+y��Y �!-ti. �?.�i 5 sS . ., -`�' "�v{t� `;� �.�5�)�� c �� __ �L�S f ..`F r�,F .. . ', �. � ¢. ,�t.7�«1��fr�l:w't:.k.�faSd�M,.�,.�::. ,_r_.�__ �� ._.�s j..�.I?rv '�o \,`}t;T�r�._„g; 1>��.'..\.�.,',u.;.._ r `,..u:-_.`:_..,.��,�yfl'��y�,s... ...v„�.,:.�,:.c.,.,`.,.��.._-��. ��F..._T�°tZ`_r.f_�..,.."�� { Tota1 Heating Required Including Ventilation Air: 82,987 Btu 82.987 MBH Tota! Sensible Gain: 26,618 Btu 67 % I Total Lafent Gain: 13,275 Btu 33 % i"otal Cooling Required Including Ventilation Air: 39,893 Btu 3.32 Tons (Based On Sensible+ Latent) ��QI�.+CJ�S ^'�r � ; �s `,S�`�i`'�', ��4 '',LY�'..�5. i�u' - a �n� t k�� > :C,� 1.�„ � , . `�`C -`"y'.V�'� ��'�.�� r', � �. ,t �� . . < ;.� i �_ _._:1�.._..v�1=sr��....,s._.�.._._.�c_�-�.��.-�t_��..�.x��_._.��.�..r,� �..�s�_..�_ _..,s:�.._ .,� � .� Z��....,.��`...�..:.`.�..s<�-:z.zt.�_:.�,.i��ti,.`��.>i�.t ,.�__.._� _,y , Rhvac is an AGCA approved Manual J and Manua! D computer prog am. "� � Calculations are performed per ACCA Manual J 8th Edition, Version , and ACCA Manual D. 3 � All computed results are estimates as building use and weather may ary. ; Be sure to select a unit that meets both sensible and latent loads ac ording to the manufacturer's pertormance data at j your design conditions. ' i i ' � � �_ _ _ _ ___ _ __ _......_ _ _ _ _ _ __ _ _ __.. .. _ __ _ _ � C:lrhvac projectslGONYEA- BAYSIDE MEADOWS MO[7EL, ORON .rh9 Tuesday, September 10, 2013, 6:24 AM �� Voigt & Assoc�ates, Inc. � STRUCTURAL ENGIN ERING SERVICES 4635 NICOLS RD. SU TE 204 E.aGAN,MN 55122 � PH.(651)686-7727 F .(651)686-8444 Corey Pederson September 15,2013 Gonyea Homes 6102 Olson Memorial Highway Golden Valley,MN 55422 763-432-4507 jon@�onyeahomes.com RE:Ba side Meadows Model at Lot 5 Block 1 of Ba side Meadow Orono MN Dear Mr. Pederson: Per your request,I examined the main level front wall of the address ab ve for compliance with the Minnesota State Building Code(2006 IRC)bracing requirements. Your plan notes that you will e sheathing the entire exterior of the building with OSB (method 3)permitting the use of R602.10.5 Continuous wood st ctural panel sheathing. Please note IRC Figure R602.10.5 Typical Exterior Corner Nailing....Stud to Stud Nailing equired for the continuous method. The continuous method permits effective wall lengths as short as 30"for a 10' ceiling a jacent to a window opening. . The attached sheet,BP 1, indicates the locations of braced wall segment for the front elevation of the main level of this house and the location of portal frames. See dctail S 1. Additionally,per your request,I examined the stairwell wall on the pla you sent to me for the home at the above address. See Detail T1. A basic assumption of IRC bracing is that the rest of the structure is pro erly constructed and connected per the appropriate section of the code. The information and opinions contained herein are based upon the limit d investigation described at the beginning of this report. No warranties are expressed or implied regarding the exis�ence other unknown conditions not specifically addressed.Our work is in accordance with generally accepted engineeri g standards and is not intended to be relied upon or transferred to individuals other than the addressee. Should information r conditions become known which differ from the discussion herein,they may alter the opinions or conclusions of the und rsigned. Please call if you have any questions. Sincerely, P�. w� � . � I Hereby Certify That This Plan,Specification, Or Report Was Prepare By Me Or Under My Direct Supervision And That I Am A Duly Licensed Engineer Under The Laws Of The State Of Minnesota. Paul W.Voigt Date 9/15/13 License umber 20705 I ROOF TRUSSES �ABOVE � H�AS NOT BEENALL DESIGNED TO ACCOMODATE GIRDER TRUSS BEARING `o v ° 'n � N� O d _ �� V O N 7 U T � t�i �- (n • Z Q � T O O v m >— w ac� m o N N ' �� CI N C O C � G O � m amo� s � �— � 3 � r� S � � m S J O�� Q t � �0 d � O-O � N r T d C C O L� „ m �W G t d � M � t1 m O C � O � p y � O N I I o� � m o + � o ° c m Qr n�`o o a �`o 3 _ mHa` v� in o 0 = HEADER - SEE ,,-", PLAN (2) 2X6 KING STUDS-LAMINATE KINGS TO TRIMI�ERS WITH 3"X.131" NAILS 3" OC STAGGERED (1) 2x6 TRIMMER UGH OPENING = 2X6 STUDS � 16" OC �- � SIMPSON A35 FRAMING ANGLES AS SHOWN x � INFILL STUDS a SHOWN TO DEPICT w DESIGN CONCEPT ONLY. NU�IBER MAY � � VARY. � TALL WA�L E�EVATION T STAIRWE�� NO SCALE �Voigt & Associates, InC. Bayside Mea ows Model /Gonyea Ti � S7RUC7'URAL�'NGINEERING SERVICES � � 4635 NICOLS RD. SUITE 204 Lot 5,Bloclf I,B yside Meadows,Orono,MN � �F 1 - EAGAN,MN��122 PROJ.#: ��2013 xxx REVISIONS: PH.(65 I)686-7727 FAX.(651)686-8444 DRAWN BY: NS ATE: 9I i 5/i 3 7RUSSES ABOVE NOT SHONN FOR CLAPoTY oae�rov Pure TYPICAL WALL FRAAIING (CRIPPLE SNDS)AND SHEAIHINC ABOVE HEADER. FASTEN SHEAIHINC TO HEADER NITH 8d COMMON NAILS IN 3'GRID PATTERN 2 PLY- 1 3/4�%11 7/8�MINIMUM HEADER - SEE PLAN AS SHONN AND 3'O.C.IN ALL FRAMINC(STUDS AND PLA7E SILLSJ(TTP.) fA57EN PLATE TO HEAOER WI7H TN'0 ROWS OF 16D 1000 LB.HEADFR-TO-JAp(-STUD 9NKER NAILS O 3'OC, STRAP ON BOTH 9DE5 OF OPENINC np (T7P.) QNSTALL ON BACKSIDE SIMPSON LSTA24,LSTA30,LSTA36 OR MIN. (2)7RIMMERS t EWIVALENT) h(2)KING 57UD � � MIN. (2)2�X 6�(TYP.)-VERIFY a �� W/WALL 7HIpCNE55 z4` MIN. 24' MIN. co �_ �I _ _ _ r p 1� (V I � NLL HEIGHT S7UD ON END. � o$ P�NEL SPUCES IF REOUIRED = ^o SHALL HA�£PANEL EDGES X BLOCKW AND OCCUR N17HIN < 24'OF MIDDLE OF WALL FRAMING i5 THE � HEICHT SAME AS OTMER SIDE 7/16�MIN. THIpCNE55 MO00 STRUCNRAL PANEL SHEAh11NG MIN 2'X2'X3/8'PLATE WASHER FAS7EN PLL PLATES TO SHEATHING W/8E NAILS O Y O.C. TYO 5/8'DIA ANCHOR BOlTS W/ 7'NIN EMBmMENT AT 1/3 PqNTS C.I.P.FWNOATION WALL OUTSIDE ELEVA710N I hereby cerfify that this plan, specification or ELEVATION AT 9�-0�� GARAGE DOOR reparf was prepared by me or under my direct � NO�A� supervision and thaf I am a duly licensed Professional Engineer under the laws of the State oi Minnesota. � �' � • Signature PAUL W. VOIGT 9-15-2013 20705 Date Re istration Number �Voigt & Associates, InC. Bayside Meadows Model/Gonyea Homes S 1 � STRUCTURAL ENG/NEERING SERVICES 4635 NICOLS RD. SUITE 204 Lot 5,Block I,Bayside Meadows,ORONO,MN f OF i , - � EAGAN,MN 55122 PROJ.#: 2013.XXX REVISIONS: PI�L(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS DATE: 9-15-20 f 3 ` -:' �� :.J F 0 R T E " �OB SUMMARY REPORT GH0389 (bayside meadows model).4te _ --- - _ _- O3:Basement Member Name Results Current Solution Comments 'Dropped Beam @ Middle Bearing Wall Passed 3 Piece(s)1 3/4"x 9 1/2"1 SSE Timber5trandOO LSL � Window Header in Theater Room Passed 3 Piece(s)1 3/4"x 9 1/2"1 SSE TimberStrandOO LSL Window Header in Game Room Passed 3 Piece(s)1 3/4"x 9 1/2"1 SSE TimberStrandOO LSL Window Header in Sitting Room Passed 2 Piece(s)1 3/4"x 9 1/T'1,SSE Timber5trandOO LSL '02:Main Floor ' 'Member Name Results Current Solution Comments ' 9'-0"Garage Door Header Passed 2 Piece(s)1 3/9"x 9 1/2"1,SSE TimberStrand�LSL 16'-0"Garage Door Header Passed 2 Piece(s)1 3/4"x 11 7/8" .SSE Timber5trandOO LSL Window Header in Office Passed 2 Piece(s)1 3/4"x 9 1/2"1 SSE TimberStrandOO �L Front Door Header Passed 2 Piece(s)1 3/4"x 9 1/2"1 SSE TimberStrandOO �-SL Window Header in Dining Room Passed 2 Piece(s)1 3/4"x 9 1/2"1 SSE TimberStrandOO LSl Front Porch Header Passed 2 Piece(s)1 3/4"x 9 1/2"1 SSE TimberStrandOO LSL Dropped Beam @ Middle Wall Passed 3 Piece(s)1 3/4"x 11 7/8" .SSE Timber5trandOO LSL Flush Beam @ Middle Wall Passed 3 Piece(s)1 3/4"x 14"1.9 MicrollamQ LVL Window Header in Great Room Passed 2 Piece(s)1 3/4"x 9 1/2"1 SSE TimberStrandOO �L I Window Header in Dinette Passed 2 Piece(s)1 3/4"x 9 1/2"1 SSE TimberStrandOO LSL Flush Beam Above Screen Porch Passed 3 Piece(s)1 3/4"x 16"1.9 Microllam0 LVL Screen Porch Header(right to left) Passed 2 Piece(s)1 3/4"x 9 1/2"1 SSE Timber5trandOO LSL Screen Porch Header(frontto back) Passed 3 Piece(s)1 3/4"x 9 1/2"1 SSE TimberStrandC LSL 03:Roof Level Member Name Results Current Solution Comments Window Header in Bedroom#2 Passed 3 Piece(s)2 x 10 Spruce-Pi e-Fir No. 1/No.2 Window Header in Master Bath Passed 3 Piece(s)2 x 10 Spruce-Pi e-Fir No.1/No.2 Window Header in Master Bedroom Passed 2 Piece(s)2 x 10 Spruce-Pi e-Fir No.1/No.2 Window Header in Bedroom#4 Passed 3 Piece(s)2 x 10 Spruce-Pi e-Fir No.1/No.2 , Forte software operator dob Notes 9/16/2013 12:31 28 PM ', Justin Spreitzer Gonyea Homes Forte v4.1,Design Engine:V5.7.0.245 ' �ymar, GH0389 GH0389(bayside meadows model).4te '�,. (952)470-4817 Orano, MN � ijustin_spreitzer@lymanlumber.com Bayside Medows Model Page 1 of 22 I .____- ---___ .___. . . . .. .... . ..___ ___ _... . ....... t ... . � F O R T E . MEMBER REPORT Basement,Dropped Beam @ Mi le Bearing Wall PASSED 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberS and0 LSL Overall Length: 12'3 3/4" + � I + � Y o � �; 1 II ?t:2 4�3. 6�9 0 � � All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual Design Results Actual @ Location nuowed Res��t LDF L :Combinadon(Pattern)[Group] System:Floor Member Reaction Qbs) 19158 @ 3 3/4" 19983(5.25") Passed(96%) -- 1 0 D+ 1.0 L(Alt Spans)[1] Member Type:Drop eeam Shear(Ibs) 3239 @ 5'11" 10308 Passed(31%) 1.00 1 0 D+ 1.0 L(All Spans)[1] Building Use:Residential Moment(Ft-Ibs) -4882 @ 4'10 7/8" 15633 Passed(31%) 1.00 1 0 D+1.0 L(All Spans)[1] euilding Code:isC Live Load Defl.(in) 0.059 @ 8'8 3/16" 0.236 Passed(L/999+) -- 1 D+ 1.0 L(Alt Spans)[1] Design Methodology:a5� Total Load DeFl.(in) 0.079 @ 8'8 1/2" 0.355 Passed(L/999+) -- 1 0 D+ 1.0 L(Alt Spans)[1] • DeFlection criteria:LL(L/360)and TL(LJ240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 12'3 3/4"o/c unless detailed otherwise.F oper attachment and posRioning of lateral bracing is required to achieve member stability. -----___ ___-—. _.. __.__---- .._. _. �i Bearing Loads M Supports(Ibs) �'�$UPP�� Total Available Required Dead Floor Total Accessories ,_ Live i 1-Column-SPF 5.25" 5.25' S.03" 5301 13598� 19157/-59� Blocking �2-Column-SPF 5.25" 515' 2.00" 2166 5461 7627 Blocking 3-Column-SPP 5.25" 5.25" 4.17" 4277 11105/ 15867/-10 None •8loclting Panels are assumed to carry no loads applied directly above them and the full load is applied to the memb r being designed. -------.. ._.._.___. ___ _.. _ ... .. ..... ....._----- � - Tributary Dead Floor live ;Loads �owr;o� w�dcn �0.90� �i.00) Comments 1-Uniform(PSF) 0 to 12'3 3/4" 18' 15.0 40.0 Residential-Living reas 2-Point Qb) 0 N/A 4858 12140 " 3-Point pb) 12'3" N/A 2163 5383 �nked from:Flush m@ Middle Wall Su rt 1 �.4-Point Qb) 12'3" N/A 1207 3816/-819 �nked from:Drop 8eam @ � Middle Wall Su 3 Weyerhaeuser Notes �SUSTAINABLE FORESTRY INITIATIVE �'�,Weyerhaeuser warrants that the sizing of itr products will be in aaordance with Weyerhaeuser product design criteri and published design values. ��Weyerhaeuser eupressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literat re for installatlon details. I(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash 8locks)are not designed by this softwar.Use of this wftware is not intended to '�circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec d,builder or framer is responsible to j assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilides a third-party certified to sustainable j forestry standards. The produd application,input design loads,dimensions and support information have been provided by Forte Softwa Operator I Forte sottware operetor �ob Notes � 9/16/2013 12:3128 PM '�: Justin Spreitzer Gonyea Homes Forte v4.1,Design Engine:V5.7.0.245 �yma� GH0389 GH0389(bayside meadows modeQ.4te _ (952)470-48V Orono, MN _ justin_spreitzer@lymanlumber.wm Bayside Medows Model �i, Page 2 Of 22 I � I � ii/1'�O R T E MEMBER REPORT Basement, WindowHeaderin Th aterRoom PASSED 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberSt and0 LSL Overall Length: 13'7" o —1 __- - _ � _- ----- ------ _� _ _ o �°'s. 4� 4� • 4� � � 0 � All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual — _._.___ Design Results nccuai�a�ocato� nnowea Resuit LDF � :comn�nabon�Pattem��rouP� ' system:wan Member Reaction Qbs) 4511 @ 13'7" 5709(1.50") Passed(79%) - 1. D+OJS L+OJS S(Alt Spans)[1] Member7ype:Header Shear(Ibs) 996 @ 3'4" 10308 Passed(10%) 1.00 1. D+ 1.0 L(Adj Spans)[1] Building Use:Residentiai Moment(Ft-Ibs) -1410 @ 4'S 1/2" 15633 Passed(9%) 1.00 1. D+1.0 L(Adj Spans)[1] i Building Code:IBC Live Load DeFl.(in) 0.008 @ 2'2" 0.149 Passed(L/999+) -- 1. D+1.0 L(Alt Spans)[1] �esign Methodology:ASD Total Load Defl.(in) 0.011 @ 2'1 9/16" 0.223 Passed(L/999+) -- 1. D+ 1.0 L(Alt Spans)(1] • DeFlection criteria:LL(LJ360)and TL(U240)• • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'7"o/c unless detailed othenvise.Pro attachment and posRioning of lateral bracing is required to achieve member stability. . __.___ -- -----. ___. ..__ -- ______ Bearing Loads to Supports(Ib) Supports Total Available Required Dead F�� Snow Total Accessories Live ' 1-Trimmer-SPF 1.50" L50" L50" 1391 1610/-99 1131 4132/-99 None �'2-Trimmer-SPF 8.00" 8.00" 2.90" 4638 4362 4165 13165 None 3-Tnmmer-SPF 8.00" 8.00" 2.08" 3075 4362 2085 9522 None 4-Tnmmer-SPF 1.50" L50" 1.50" 1837 1610/-99 1955 5402/-99 None Tributary Dead Floar Live Snow � Loads �ocanon widrn �0.90) (i.00) (i.is� c �,eots �1-Uniform(PSF) 0 to 13'7" 10' 15.0 40.0 - Re dential-Living Areas '� 2-Uniform(PLF) 0 to 13'7" N/A 50.0 - - � I 3-Point Qb) 0 N/A 1011 SOS/-99 1131 �n from:Window Header in Gre t Room Su rt 1 4-Point Qb) 4'4" N/A 3554 2181 4165 �n from:Window Header in Gre t Room Su rt 2 5-Point(Ib) 9' N/A 1991 2181 2085 Lin from:Window Header in Gr t Room Su rt 3 6-Point pb) 13'7" N/A 1457 805/-99 1955 �nl�ed from:Window Header in � Gre t Room Su ort 4 Weyerhaeuser Notes (Z�SUSTAINABtE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteri and published design values. l Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literat re for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this softwar.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec d,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities a third-party certified to susminable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Softwa Operator ': Forte Sottware operator dob Notes 9/16/2013 12:3128 PM -: Justin Spreitzer Gonyea Homes Forte v4.1,Design Engine:V5.7.0.245 !, �yma� GH0389 GH0389(bayside meadows modeQ.4te I (952)470-4817 Orono, MN '�,, justin_spreitzer@lymanlumber.wm Bayside Medows Model ' PBge 3 Of 22 � � � MEMBER REPORT Basement, WindowHeaderin Ga e Room PASSED il� F O R T E p 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberSt and0 LSL Overall Length: 13'7" o —�- ----- —_._ .�_ ---- — -- � ___ _� _ a - � � - 4� 4� 4� � 0 � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual — ____ __ ---- Design Results nccua��a�ocabon auowea Res�it LDF L :Combination(Pattem)[Group] System:Wall Member Reaction(Ibs) 4092 @ 0 5709(1.50") Passed(72%) -- 1 D+OJS L+OJS S(Alt Spans)[1], MemberType:Header Shear(Ibs) 1264 @ 3'4" 10308 Passed(12%) 1.00 1 D+ 1.0 L(Adj Spans)[1] Building Use:Residential Moment(Ft-Ibs) -1793 @ 4'S 1/2" 15633 Passed(11%) 1.00 1 D+ 1.0 L(Adj Spans)[1] auilding Code:IBC I Live Load DeFl.(in) 0.010 @ 11'S" 0.149 Passed(L/999+) -- 1 D+1.0 L(Alt Spans)[1] Design Methodology:a5D Total Load Defl.(in) 0.014 @ 11'S 3/8" 0.223 Passed(L/999+) -- 1 D D+1.0 L(Alt Spans)[1) - _ — - _ • DeFlection criteria:LL(L/360)and TL(LJ240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'7"o/c unless detailed otherwise.Pro r attachment and positioning of lateral bracing is required to achieve member stability. ._.__ _____ ..... ___---- --- �------ 6earing � loads M Supports(Ib) Supports Totil Available Required Dead F�O°� Snow To�l Accessories Live ' 1-Trimmer-SPF 1.50" 150" L50" 1647 1851/-129 1409 4907/d29 None �� .2-Trimmer-SPF 8.00" 8.00" 295' 4611 5016 3791 13418 None '� 3-Trimmer-SPF 8.00" 8.00" 3.24" 5070 5016 4656 14742 None i 4-Tnmmer-SPF 1.50" 1.50" 150" 1175 1851/-129 805 3831/-129 None Tributary Dead Floor Live Snow Loads Location w�dtn �o.vo) (i.00) (x.is� co ments 1-Uniform(PSF) 0 to 13'7" 13' 15.0 40.0 - Re idential-Living Areas 2-Uniform(PLF) 0 to 13'7" N/A 50.0 - - 3-Point(Ib) 0 N/A 1187 805/-99 1409 Lin ed from:Window Header in Di tte Su rt 1 4-Point pb) 4'4" N/A 3301 2181 3791 �n ed from:Window Header in Di tte Su rt 2 5-Point(Ib) 9' N/A 3760 2181 4656 �n ed from:Window Header in Di tte Su rt 3 6-Point pb) 13'7" N/A 715 SOS/-99 805 �n ced from:Window Header in Di ette Su�ort 4 Weyerhaeuser Notes (l�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteri and published design values. l Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyer�aeuser litera re for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash 8locks)are not designed by this wRwar .Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec rd,builder or framer is responsible to assure that this calculation is compatible with the overall project.Productr manufactured at Weyerhaeuser fatilities a third-party certified to sustainable forestry standards. The produd application,input design loads,dimensions and support information have been provided by FoRe Softwa e Operator ' Forte software o eretor dob Notes 9l16/2013 12:31:28 PM p '�.. Justin Spreitzer Gonyea Homes �.. Forte v4.1, Design Engine:V57.0.245 ', �yma� cr+osas ' GH0389(bayside meadows modeQ.4te ; (952)470-4817 Orono, MN � '� justin_spreitzer@lymanlumber.com Bayside Medows Model I P892 4 Of 22 I __ __.. _.._ _.._ ...... ....... ____. ..._. .._ .. � ....._.. ir11F O R T E MEMBER REPORT Basement, Window Headerin Sit'ng Room PASSED 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberS rand0 LSL Overall Length:6'6" + + —. __– --____ ___ . — .._-_____ o s� � � All locations are measured from the ou[side face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual _ --- -- -- ___ Design Results Actual @ Location Allowed Result LDF L :Combination(vattem) System:Wall Member Reaction Qbs) 5968 @ 1 1/2" 7613(3.00") Passed(78%) - 1 0 D+ 1.0 L(All Spans) I Member Type:Header Shear Qbs) 4055 @ 1'1/2" 6872 Passed(59%) 1.00 1 0 D+ lA L(All Spans) I Building Use:Residential Moment(Ft-Ibs) 8966 @ 3'3" 10422 Passed(86%) 1.00 1 0 D+ 1.0 L(All Spans) Building Code:iaC Live Load DeFl.(in) 0.143 @ 3'3" 0.208 Passed(L/524) -- 1 0 D+ 1.0 L(All Spans) Design Methodology:A5D Total Load Defl.(in) 0.203 @ 3'3" 0.313 Passed(L/370) -- 1 0 D+ 1.0 L(All Spans) • DeFlection criteria:LL(LJ360)and TL(U240). � � • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise.Prope attachment and positioning of late2l bracing is required to achieve member stability. -- _...---.. __-____. — Bearing Loads to Supports(Ibs) Supports Total Available Required Dead F�O°� Total Accessories Live 1-Trimmer-SPF 3.00" 3.00" 235' ll59 4209 5968 None � 2-Trimmer-SPF 3.00" 3.00" 235' ll59 4209 5965 None � '��. TribuWry Dead FloorLive Loads Location w�acn �0.90) �i.00� com�„enu i-Uniform(PSF) 0 to 6'6" 9' 15.0 40.0 Resicential-Living�� reas ,2-Uniform(PSF) 0 to 6'6" 7' 10.0 40.0 i 3-UniForm(PLF) 0 to 6'6" N/A 80.0 - 4-Uniform(PSF) 0 to 6'6" 16'4 9/16" 15.0 40.0 Weyerhaeuser Notes �susTarias�E FoaesTav iNirwnvE I,Weyerhaeuser warrantr that the sizing of itr produRs will be in accordance with Weyerhaeuser product design criteri and published design values. '�Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser litera re for installatlon details. ��,(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this soRwar.Use of this software is not intended to �circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec rd,builder or framer is responsible to assure that[his calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities a third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Softw e Operator �I ' Forte software operator dob Notes I 9/16/2013 12:3129 PM '�, Justin Spreitzer Gonyea Homes Forte v4.1,Design Engine:V5.7.0.245 '; �yma� GH0389 GH0389(baysrde meadows mode!).4te '��; (952)470-4817 Orano, MN I ''�; justin_spreitzer@lymanlumber.com Bayside Medows Model PBge 5 Of ZZ a/1,F O R T E MEMBER REPORT Main Floor,9'-0"Garage Door He der PASSED 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberS rand0 LSL Overall Length:9'6" , + ' + 0 0 _ s, � � All locations are measured from the outside face of Ieft support(or left cantilever end).A'I dimension are horizontal.;Drawing is Conceptual �DESign ReSultS Actual @ Location a,nowed Rewit LDF L :Combination(Pattem) ' System:Wall 'Member Reaction Qbs) 4632 @ 1 1/2" 7613(3.00") Passed(61%) -- 1 0 D+ 1.0 S(All Spans) Member Type:Header Shear Qbs) 3616 @ 1'1/2" 7902 Passed(46%) 1.15 1 0 D+1.0 S(All Spans) ' Building Use:Residential Moment(Ft-Ibs) 10430 @ 4'9" 11985 Passed(87%) 1.15 1 0 D+ 1.0 S(All Spans) Building Code:ieC Live Load DeFl.(in) 0.232 @ 4'9" 0.308 Passed(L/479) -- 1 0 D+ 1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.461 @ 4'9" 0.463 Passed(L/241) -- 1 0 D+ 1.0 S(All Spans) • DeFlection criteria:LL(LJ360)and TL(4240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 7'1/16"o/c unless detailed otherwise.Pr per attachment and positioning of lateral bracing is required to achieve member stability. . . ..._ ___... ..... _._ _-__. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories '�1-Trimmer-SPF 3.00" 3.00" 1.83" 2305 2328 4633 None � i 2-Trimmer-SPF 3.00" 3.00" 1.83" 2305 2328 4633 None �� . . . ... .. _.__.._.. ._ .. . . .. .. . . .. ...... _—� �'�� Tributary Dead Snow ; ''�..LOdC�S Location Width (0.90) (1.15) Commentr � 1-Uniform(PSF) 0 to 9'6" 14' 33.9 35.0 Resicential-Living reas Weyerhaeuser Notes (2�SUSTAINABLE FORESTRY INITIATIVE �Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser produd design criteri and published design values. 1 Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser litera re for installatlon details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this softwar .Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdictlon.The designer of rec rd,builder or f2mer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities a third-party certified to sustainable forestry standards. The produd application,input design loads,dimensions and support information have been provided by Forte Softw e Operator ' Forte Sottware opereror �ob Notes 9/16/2013 12:31:29 PM ', ��sen sPre�cZer Gonyea Homes Forte v4.1,Design Engine:V57.0245 ' �yma� GH0389 i GH0389(bayside meadows modeQ.4te I (952)470-4817 Orono, MN 'i ',; justin_spreitzer@lymanlumber.wm Bayside Medows Model ''�,, Page 6 Of 22 iJ F O R T E MEMBER REPORT Main F/oor, 16'-0"Garage Door ader PASSED 2 piece(s) 1 3/4" x 11 7/8" 1.55E Timber trand0 LSL Overall Length:16'9' + + o —— - o 16'3" � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual - -- - ____ —. __--- — ---. _ Design Results Actual�Locadon nnowed Result LDF L :Combination(Pattem) System:Wall Member Reaction Qbs) 2504 @ 1 1/2" 7613(3.00") Passed(33%) -- 1 0 D+ 1.0 S(All Spans) Member Type:Header Shear(Ibs) 2134 @ 1'2 7/8" 9878 Passed(22%) 1.15 1 0 D+ 1.0 5(All Spans) Building Use:Residential Moment(Ft Ibs) 10176 @ 8'4 1/2" 18346 Passed(55%) 1.15 1 0 D+ 1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.244 @ 8'4 1/2" 0.550 Passed(L/811) -- 1 0 D+ 1.0 5(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.695 @ 8'4 1/2" 0.825 Passed(L/285) -- 1 0 D+ 1.0 S(All Spans) • Deflection criteria:LL(LJ360)and TL(LJ240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 11'S 13/16"o/c unless detailed otherwis.Proper attachment and positioning of lateral bracing is required to achieve member stability. ._._----- --�---- ---_.... Bearing �� LoadstoSupports(16s) Supports Total Available Required Dead Snow Total Accessories ��1-Tnmmer-SPF 3.00" 3.00" L50" 1625 879 2504 None � 2-Tnmmer-SPF 3.00" 3.00" L50" 1625 879 2504 None � ----.__ _-.-------._ . ... . . . ___ ._ ....._ Tributary Dead Snow LOdf�S location Width (0.90) (1.15) Comments �-Unlform(PSF) 0 to 16'9" 3' 203 35.0 Residentlal-Living reas � '2-Unlform(PLF) 0 to 16'9" N/A 120.0 - �� Weyerhaeuser Notes (I�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser produd design criteri and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser litera re for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash 8locks)are not designed by this soRwar .Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec rd,builder or framer is responsible to assure that this calculation is compatible with the overall project.Productr manufactured at Weyerhaeuser facilitles a third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Softwa e Operator Forte sottware operator .1ob Notes 9/16/2013 12:3129 PM i Justin Spreitzer Gonyea Homes Forte v4.1,Design Engine:V5.7.0.245 , �yma� GH0389 GH0389(baysrde meadows model).4te '��, (952)470-4817 Orono, MN I '��, justin_spreitzer@lymanlumber.wm Bayside Medows Model Page 7 of 22 � � MEMBER REPORT Main Floor, Window Headerin O ce PASSED !�F O R T E . 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberS and0 LSL Overall Length:6'6" � + 1 + o — _ o � 6� 0 0 All locations are measured from the outside face of left support(or leh cantilever end).All dimension are horizontal.;Drawing is Conceptual DCSIy�R05UIt5 Actual @�ocation Allowed Result LDF L :Combination(Pattem) System:Wall Member Reaction Qbs) 4301 @ 1 1/2" 7613(3.00") Passed(56%) — 1 0 D+ 1.0 S(All Spans) Member Type:Header Shear Qbs) 862 @ 1'1/2" 6872 Passed(13%) 1.00 1 0 D+ 1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1906 @ 3'3" 10422 Passed(18%) 1.00 1 0 D+ 1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.026 @ 3'3" 0.208 Passed(L/999+) -- 1 0 D+ 1.0 L(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.043 @ 3'3" 0.313 Passed(L/999+) -- 1 0 D+ 1.0 L(All Spans) • Deflection criteria:LL(LJ360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise.Propei attachment and positioning of late2l bracing is required to achieve member stability. --...__ ____.__ ..__-__._ __ ....------ _._. . .._._ ...__._--- ----- _._ _-______ Bearing Loads to Supports(Ib) Supports Total Available Required Dead F1OOf Snow Total Accessories Live 1-Tnmmer-SPF 3.00" 3.00" 1.69" 1912 780 2389 5081 None 2-Tnmmer-SPF 3.00" 3.00" 1.69" 1912 780 2389 5081 None _� ._.. __... ... i ..._ _ ... ... ....... .. __- _-____ _.._ .. .. .. Tributary Dead Floor Live Snow ' Loads �«ano� w�dcn �0.90� �i.ao� �i.is� co menu 1-Uniform(PSF) 0 to 6'6" 6' I5.0 40.0 - Re idential-Living Areas 2-Uniform(PLF) 0 to 6'6" N/A 50.0 - - 3-Point(Ib) 0 N/A 1423 - 2389 Lin ed from:Window Header in room#4 Su rt 1 4-Point(Ib) 6'6" N/A 1423 - 2389 �n;ed from:Window Header in B room#4 Su ort 2 Weyerhaeuser Notes �zs�SUSTA�NA&E FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteri and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literd re for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this softwar Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec d,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities a third-party certified to sustainable forestry standards. The produd application,input design Iwds,dimensions and support information have been provided by Forte SoRwa Operator ' Forte soteware opereror dob Notes 9l16/2013 12:31:29 PM ' ��sc�n sPre��er Gonyea Homes � Forte v4.1,Design Engine:V57.0.245 ; �yma� GH0389 , GH0389(bayside meadows model).4te ��I (952)470-4817 Orono, MN '� �ustin_sprertzer@lymanlumber com Bayside Medows Modei Page 8 of 22 ____. ___. --______. ..__.____ ......... _.............. ......... ....___.____---- I____._ . ��'F O R T E MEMBER REPORT Main Floor,Front Door Header PASSED 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberS and0 LSL Overall Length:6'6" + j + 0 0 � 6' � � All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual Design Results ncc�ai��ocatioo nuowed Result LDF L d:Combination(Pattem) System:Wall 'Member Reaction Qbs) 5132 @ 1 1/2" 7613(3.00") Passed(67%) — 1. D+ 1.0 S(All Spans) Member rype:Header 'Shear(Ibs) 3487 @ 1'1/2" 7902 Passed(44%) 1.15 1. D+ 1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 7710 @ 3'3" 11985 Passed(64%) 1.15 1. D+ 1.0 S(All Spans) Building Code:isC Live Load DeFl.(in) 0.097 @ 3'3" 0.208 Passed(L/776) -- 1. D+ 1.0 5(All Spans) Design Methodology:ASD I Total Load DeFl.(in) 0.174 @ 3'3" 0.313 Passed(L/430) -- 1. D+ 1.0 5(All Spans) • DeFlection criteria:LL(LJ360)and TL(LJ240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise.Prope attachment and positioning of late2l bracing is required to achieve member stabiliry. , _.__. .. ._.- _. ...._. . _.. .. '��. Bearing �� Loads M Supports(Ib) '��,SUPPOI'tS Total Available Required Dead F�� Snow Total Accessories Live 1-Trimmer-SPF 3.00" 3.00" 2.02" 2288 910 2844 6042 None 2-Tnmmer-SPF 3.00" 3.00" 2.02" 2288 910 2844 6042 None . . .... _...._. _ _... .._... ... _._. .... .. ._... ___... TnbuWry Dead Floor Live Snow �'.., Loads �ocaeon w�am �0.90� �i.00� �i.is� co me�ts ' ��.�-Unrform(PSF) 0 to 6'6" 7' 15.0 40.0 - Re dential-living Areas 2-Uniform(PSF) 0 to 6'6" 4' 20.3 - 35.0 3-Uniform(PLF) 0 to 6'6" N/A 80.0 - - 4-Uniform(PSF) 0 to 6'6" 21' 20.3 - 35.0 Weyerhaeuser Notes �zg�$USTAINABLE fORESTRY INITtATiVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteri and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literat re for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this softwar Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdictlon.The designer of rx d,builder or framer is responsible to assure that this wlculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities ar third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Softwa Operator ' Forte Sottware operator dob Notes 9/16(2013 12:31:30 PM ' ��si�n sP�e�tZe� co�yea r+omes Forte v4.1,Design Engine:V5.7.0.245 , �yma� �Hosas GHQ389(bayside meadows modeQ.4te I (952)470-4817 Orano, MN � '�, justin_spreitzer@lymanlumber.com Bayside Medows Model ,. Page 9 Of 22 � � � MEMBER REPORT Main Floor, Window Header in Di in Room PASSED it)F O R T E 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberS and0 LSL Overall Length:9'6" + , + o — o � � 9' � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual Design Results achwi��ocation auowea Res�it LDF � a:comarweo�(vattern) ' system:wau Member Reaction Qbs) 3689 @ 1 1/2" 7613(3.00") Passed(48%) -- 1. D+0.75 L+OJS S(All Spans) ' Member Type:Neader Shear(Ibs) 2880 @ 1'1/2" 7902 Passed(36%) 1.15 1. D+0.75 L+0.75 5(All Spans) Building Use:Residential Moment(Ft-Ibs) 8306 @ 4'9" 11985 Passed(69%) 1.15 1 D+0.75 L+0.75 S(All Spans) Building Code:IBC Live Load DeFl.(in) 0.200 @ 4'9" 0.308 Passed(L/554) -- 1 D+0.75 L+0.75 S(All Spans) Design Methodology:ASo Total Load Defl.(in) 0.367 @ 4'9" 0.463 Passed(L/302) -- 1 0 D+0.75 L+0.75 S(AIl Spans) • Deflection criteria:LL(LJ360)and TL(U240)• � • Bracing(Lu):All compression edges(top and bottom)must be braced at 9'6"o/c unless detailed otherwise.Propei attachment and positioning of late2l bracing is required to athieve member stability. _.... _.__._. -- .___ _ ..._ . . .—_____—______. ______ __.... __.____—_ _ ..._ Bearing Loads to Supports(Ib) �i$UPPOCtS Total Available Required Dead F�� Snow Total Accessories Live � 1-Tnmmer-SPF 3.00" 3.00" L50" 1676 1520 1164 4360 None 2-Tnmmer-SPF 3.00" 3.00" L50" 1676 1520 1164 4360 None , _..... .....___ . ._..._ ._._ _. . .... ...... ....__... . .. ._ .._._ _.__-------- � TribuWry Dead Floor Live Snow Loads Location w�aa� �0.90) (i.00� �i.is� co meoss 1-Uniform(PSF) 0 to 9'6" 8' 15.0 40.0 - Re ential-Living Areas 2-Uniform(PLF) 0 to 9'6" N/A 80.0 - 3-Uniform(PSF) 0 to 9'6" 3' 20.3 - 35.0 4-Uniform(PSF) 0 to 9'6" 4' 203 - 35.0 Weyerhaeuser Notes (Lj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteri and published design values. 1 Weyerhaeuser expressly disclaims any other warranties related to[he software.Refer to current Weyerhaeuser literat re for installation details. (www.woodbywy.com)Accessori�(Rim Board,Blocking Panels and Squash Blocks)are not designed by this softwar Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec d,builder or f2mer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities ar third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Softwa Operator '! Forte Software Operator dob Notes ' 9(16/2013 12:31:30 PM ��stin sPre��er �or,yea r+omes Forte v4.1,Design Engine:V5J.0245 ; Lyman �Hosas � GH0389(bayside meadows mode!).4te � (ss2)a7o-aS17 orono, MN I j justin_spreitzer@lymanlumber.com Bayside Medows Model Page 10 of 22 �.' .'b, MZ p �` � ?: �'_' �� F O R T E MEMBER REPORT Main Floor,Front Porch Header S 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberS rand0 LSL Overall Length:12'6" + + o — o �z�3� � � All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual Design Results nccuai�a�ocation auowed Res�it CDF L :Combination(Pattem) System:Wall Member Reaction(Ibs) 1449 @ 0 3806(1.50") Passed(38%) -- 1 0 D+ 1.0 S(All Spans) Member Type:Header �Shear Qbs) 1236 @ 11" 7902 Passed(16%) 1.15 1 0 D+ 1.0 S(All Spans) Building Use:Residential I Moment(Ft-Ibs) 4527 @ 6'3" 11985 Passed(38%) 1.15 1 0 D+ 1.0 S(All Spans) Building Code:isC Live Load Defl.(in) 0.211 @ 6'3" 0.417 Passed(L/712) -- 1 0 D+ 1.0 S(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.349 @ 6'3" 0.625 Passed(L/430) -- 1 0 D+1.0 S(AIl Spans) • Deflection criteria:LL(U360)and TL(LJ240). � � � • Bracing(Lu):All compression edges(top and bottom)must be braced at 12'6"o/c unless detailed othervvise.Prop r attachment and positioning of lateral bracing is required to achieve member stability. ....._ _._ .____ .– _...__. __-- '�. Bearing Loads to Supports(Ibs) '$UPPOItS Total Available Required Dead Snow Total Accessories 1-Trimmer-SPF 1.50" 1.50" 1.50" 574 875 1449 None 2-Tnmmer-SPF 1.50" 1.50" 1.50" 574 875 1449 None I ..— . ...._._--- – . . ._- ----_.. Tributary Dead Snow I LOdC15 Locallon Width (0.90) (1.15) Commentr 1-Uniform(PSF) 0 to 12'6" 4' 203 35.0 Residentlal-Living reas Weyerhaeuser Notes �SUSTAINP,BIE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser produd design criteri and published design values. Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literat re for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blaks)are not designed by this softwar.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec rd,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities a third-party certified to sustainable forestry standards. The produd applica[ion,input design loads,dimensions and support information have been provided by Forte Softwa Operator I ' Forte Software Operator dob Notes 9/16/2013 12:31:30 PM ; Justin Spreitzer Gonyea Homes Forte v4.1,Design Engine:V5.7.0.245 ; �ymar, GH0389 GH0389(bayside meadows model).4te I (952)470-4817 Orono. MN � justin_spreitzer@lymanlumber.wm Bayside Medows Model i PBge�'� Of 22 I � r O R T E . MEMBER REPORT Main Floor,Dropped Beam @ Mi dle Wall PASSED 3 piece(s) 1 3/4" x 11 7/8" 1.55E Timber trand0 LSL Overall Length:25'3 1/4" + I�I + o -- o �� 13' 11,4• . 0 � � All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual __ Design Results nctuai�a�ocadon nnowed Resuic LDF L :Combination(Pattem) I System:Floor Member Readion Qbs) 16998 @ 13'S 5/8" 24806(5.25") Passed(69%) — 1 0 D+ 1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 7778 @ 12'3 1/8" 12884 Passed(60%) 1.00 1 0 D+ 1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) -21524 @ 13'S 5/8" 23930 Passed(90%) 1.00 1 0 D+ 1.0 L(All Spans) Building Code:IBC j Live Load DeFl.(in) 0.389 @ 6'4 15/16" 0.445 Passed(L/412) -- 1 0 D+ 1.0 L(Alt Spans) Design Methodology:ASD Total Load DeFl.(in) 0.505 @ 6'3 13/16" 0.667 Passed(L/317) -- 1 0 D+ 1.0 L(Alt Spans) • DeFlection criteria:LL(LJ360)and TL(LJ240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 7'4 3/16"o/c unless detailed othenvise. roper attachment and posRioning of lateral bracing is required to achieve member stability. r _._ ._------ ._... __.. - ��, Bearing Loads to Supports(Ibs) i$Upp01't5 Total Available Required Dead F�� Total Accessories Live 1-Trimmer-SPF 3.00" 3.00" 1J1" ll27 4763/-435 6490/-435 None 2-Column-PSL 5.25" 5.25" 3.60" 4858 12140 16998 Bloclting �3-Tnmmer-SPF 3.00" 3.00" 1.50" 1207 3816/-819 5023/-81 None •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the mem r being designed. __ . __ .__.__.. .__. Tributary Dead Floor Live� � Loads Lxabon Width (0.90) (1.00) Comments �1-Uniform(PSF) 0 to 13' 20'1 15/16" li0 40.0 Residential-Living reas 2-Uniform(PSF) 13'to 17' 18'11" 15.0 40.0 Residential-Living reas 3-Uniform(PSF) ll'to 25'3 1/4" 18' 15.0 40.0 Residential-Living reas � Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATNE Weyerhaeuser warrants that the sizing of its productr will be in accordance with Weyerhaeuser product design criteri and published design values. 1 Weyerhaeuser expressly dixlaims any other warranties related to the soRware.Refer to current Weyerhaeuser litera re for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this softwar.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec d,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilitles a third-party certified to sustainable forestry standards. The produd application,input design Iwds,dimensions and support information have been provided by Forte Softwa Operator ' Porte sottware operator dob Notes 9/16/2013 12:31:31 PM '�, Justin Spreitzer Gonyea Homes � Forte v4.1,Design Engine:V5J.0.245 ' �yma� �Ho389 ' GH0389(bayside meadows model).4te I (952)470-4817 Orono, MN '�,, '�,; justin_sprei�zer@lymanlumber.com Bayside Medows Model 'i Page 12 of 22 I � MEMBER REPORT Main Floor,Flush Beam Middl Wall PASSED �F O R T E 3 piece(s) 1 3/4" x 14" 1.9E Microll mp L Overall Length: 14'2" + + 0 0 � � � � � — �3,6, � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual Design Results Actual(d Location Allowed Result LDF L :Combination(Pattern) System:Floor Member Reaction(Ibs) 7546 @ 2 1/2" 8925(4.00") Passed(85%) -- 1 0 D+ 1.0 L(All Spans) Member Type:Flush seam Shear(Ibs) 5948 @ 1'6" 13965 Passed(43%) 1.00 1 0 D+ 1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 25176 @ 7'1" 36387 Passed(69%) 1.00 1 0 D+ 1.0 L(All Spans) Building Code:IBC Live Load DeFl.(in) 0.298 @ 7'1" 0.344 Passed(L/554) -- 1 0 D+ 1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.417 @ 7'1" 0.688 Passed(L/396) -- 1 0 D+ lA L(All Spans) I --__ _ _ - --- •DeFledion criteria:LL(L/480)and TL(U240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 13'1 1/4"o/c unless detailed otherwise. roper attachment and positioning of lateral bracing is required to achieve member stability. � Bearing Loads to Supports(Ibs) Supports Total Available Required Dead F�O°� Total Acceswries Live 1-Stud wall-SPF 4.00" 4.00" 338" 2163 5383 7546 Bbcking .2-Stud wall-SPF 4.00" 4.00" 338" 2163 5383 7546 Bbcking - --- .__...-- -- - ---___ _-. ____.. . _ _- _- •Blocking Panels are assumed to carry no loads applied directy above them and the full load is applied to the mem r being designed. Tributary Dead Flaor Lire Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 14'2" 19' 15.0 40.0 Residential-Living reas li Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRV INITIATIVE l ��.Weyerhaeuser warrants that the sizing of its products will be in accordance wi[h Weyerhaeuser product design criteri and published design values. ��Weyerhaeuser expressly disdaims any other warranties related to the soRware.Refer to current Weyerhaeuser litera re for installation details. '�(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this softwar .Use of this software is not intended to �circumven[the need for a design professional as determined by the authority having jurisdiction.The designer of rec rd,builder or framer is responsible to i assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities a third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte SoRw e Operator Forte software opereror .lob Notes i 9l16/2013 12:31:31 PM !, ��sc��sP�e�tze� co�yea Homes Forte v4.1,Design Engine:V5J.0.245 ; �yma� cHosas GH0389(bayside meadows model).4te '�, (952)470-4817 Orono, MN ', i justin_spreitzer@�yman�umbeccom sayside Medows Mode� P2ge 13 Of 22 �� MEMBER REPORT Main Floor, Window Header in Gr at Room PASSED ;�1'F 0 R T E � 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberS and0 LSL Overall Length: 13'7" a�,� � o ____ __T � � - o 4' 4' 4' 0 � � � All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual Design Results nccuai�a�oration anowea Resuit LDF L :Combination(Pattem) System:Wall Member Reaction Qbs) 3526 @ 13'7" 3806(1.50") Passed(93%) -- 1 0 D+OJS L+OJS S(Alt Spans) Nlember Type:Header Shear(Ibs) 2871 @ 5'7" 7902 Passed(36%) 1.15 1 0 D+OJS L+OJS S(Adj Spans) Building Use:Residential Moment(Ft-Ibs) -3642 @ 4'S 1/2" 11985 Passed(30%) 1.15 1 0 D+0.75 L+0.75 S(Adj Spans) Building Code:IBC Live Load DeFl.(in) 0.026 @ 6'6" 0.156 Passed(L/999+) -- 1 0 D+0.75 L+0.75 S(Alt Spans) Design Methodology:A5D Total Load Defl.(in) 0.041 @ 6'6" 0.233 Passed(L/999+) -- 1 0 D+0.75 L+0.75 S(Alt Spans) • DeFlection criteria:LL(LJ360)and TL(L!240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'7"o/c unless detailed otherwise.Prop r attachment and positioning of lateral bracing is required to achieve member stability. Bearing Loads to Supports(Ib) Supports Total Available Required Dead F1O°� Snow Total Acccssories Live 1-Trimmer-SPF 1.50" 1.50" L50" 1011 805/-99 1131 2947/-99 None 2-Trimmer-SPF 8.00" 8.00" 3.28" 3554 2181 4165 9900 None 3-Trimmer-SPF 8.00" 8.00" 2.05" 1991 2181 2085 6257 None 4-Tnmmer-SPF 1.50" 1.50" 1.50" 1457 805/-99 1955 4217/-99 None Tributary Dead Floor Live Snow Loads �«ason w�dtn �0.90) (i.00) (i.is) c meou ��.1-Uniform(PSF) 0 to 13'7" 10' 15.0 40.0 - Re identlal-Living Areas 2-Uniform(PLF) 0 to 6'6" N/A 80.0 - - 3-Uniform(PLF) 12'6"to 13'7" N/A 50.0 - - 4-Uniform(PSF) 0 to 6'6" 18' 203 - 35.0 5-Uniform(PSF) 12'6"to 13'7" 18' 20.3 - 35.0 6-Point(Ib) 6'6" N/A 1225 - 2048 �n ed from:Window Header in room#2 Su rt 1 7-Point(Ib) 12'6" N/A 1225 - 2048 Lin ed from:Window Header in room#2 Su rt 2 �Weyerhaeuser Notes (2�SUSTAINABIE FORESTRY INITWTIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteri and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser litera re for installation details. (www.woodbywy.com)Accessories(Wm Board,Blocking Panels and Squash Blocks)are not designed by this softwar .Use of this soRware is not intended to circumvent the need for a design professional as determined by the authority having jurisdictlon.The designer of rec rd,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities a third-party certified to sustainable forestry standards. The produd application,input design loads,dimensions and support information have been provided by Forte Softwa e Operetor I Forte Sottware Operator dob Notes 9/16/2013 12:31:31 PM '�.. Justin Spreitzer Gonyea Homes , Forte v4.1,Design Engine:V5.7.0245 ; �yma� cHosas ' GH0389(bayside meadows model).4te '�,, (952)470-4817 Orono, MN '��, justin_spreitzer@lymanlumber.com Bayside Medows Model Page 14 of 22 � MEMBER REPORT Main Floor, Window Header in Di ette PASSED �`F 0 R T E � 2 P�ece(s) 1 3/4" x 9 1/2" 1.55E TimberS and0 LSL Overall Length: 13'7" ��.� + 1 i + o -- : a 4' 4' 4' � 0 � 0 All locations are measured from the outside face of left support(or lek cantilever end).All dimension are horizontal.;Drawing is Conceptual Design Results acc�ai��ocatiw� nnowea Res�it LDF L :Combinadon(Pattem) System:Wall Member Reaction(Ibs) 2848 @ 0 3806(1.50") Passed(75%) -- 1 D+0.75 L+0.75 S(Alt Spans) Member Type:Neader Shear Qbs) 3312 @ 10'3" 7902 Passed(42%) 1.15 1 D+OJS L+0.75 5(Adj Spans) I� Building Use:Residential Moment(Ft-Ibs) -3795 @ 9'1 1/2" 11985 Passed(32%) 1.15 1 D+0.75 L+0.75 S(Adj Spans) euilding Code:IBC Live Load Defl.(in) 0.028 @ 11' 0.149 Passed(L/999+) -- 1 D+0.75 L+0.75 S(Alt Spans) Design Methodology:ASD Total Load DeFl.(in) 0.047 @ 11' 0.223 Passed(L/999+) -- 1 D+0.75 L+0.75 S(Alt Spans) • Deflection criteria:LL(LJ360)and TL(Uz40)• �� • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'7"o/c unless detailed othenvise.Pro attachment and positioning of lateral bracing is required to achieve member stability. ..... .. _------ -- -- _._—__ _— i Bearing loads to Supports(Ib) Supports Total Available Required Dead Fl� Snow Total Accessories 1-Tnmmer-SPF 1.50" L50" 1.50" 1187 805/-99 1409 3401/-99 None '2-Trimmer-SPF 8.00" 8.00" 3.07" 3301 2181 3791 9273 None 3-Trimmer-SPF 8.00" 8.00" 3.50" 3760 2181 4656 10597 None 4-Trimmer-SPF 1.50" 1.50" L50" 715 805/-99 805 2325/-99 None . ...__ ___— Tributary Dead Floor Live Snow Loads �ocat;on w��dtn �0.90� �i.00� �i.is� co ments I 1-Uniform(PSF) 0 to 13'7" 10' 15.0 40.0 - Re dential-Living Areas ',2-Uniform(PLF) 0 to 11' N/A 80.0 - - 3-Uniform(PSF) 0 to 11' 21' 20.3 - 35.0 4-Point(Ib) 11' N/A 1204 - 2021 Linl�ed from:Window Header in Ma ter Bath Su ort 1 Weyerhaeuser Notes (LS)SUSTAINABLE fORESTRY INITIATNE i Weyerhaeuser warrants that the sizing of itr produds will be in accordance with Weyerhaeuser product design criteri and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literat re for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this softwar.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec d,builder or framer is responsible to assure that[his calculation is compatible with the overall project.Products manufactured at Weyerhaeuser faciliGes a third-party certified to sustainable forestry standards. The produd application,input design loads,dimensions and support information have been provided by Forte Softwa Operator I � Forte Sottware Operator .lob Notes 9/16/2013 12:31:31 PM I, Juslin Spreitzer Gonyea Homes Forte v4.1,Design Engine:V57.0.245 � �yma� GH0389 GH0389(bayside meadows model).4te '�. (g52)470-4817 Orono, MN '��, justin_spreitzer@tymanlumber.com Bayside Medows Model . Pa9e�5 Of 22 I � r � MEMBER REPORT Main Floor,Flush Beam Above S een Porch PASSED � �I F O R T E 3 piece(s) 13/4" x 16" 1.9E Microllam0 L Overall Length:16'5 1/4" � o ---�--1 1 1 1 0 � ; � , � _ 15,6. 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual Design Results actua��a�ocation nnowed Resuit DF � :comb�nation(rattern) System:Floor 'Member Reaction Qbs) 13561 @ 4 1/2" 13388(6.00") Passed(101%) -- 1 0 D+ 1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 10053 @ 1'10" 18354 Passed(55%) 1.15 1 0 D+ 1.0 S(All Spans) I euilding Use:Residential Moment(Ft-Ibs) 44500 @ 6'3" 53672 Passed(83%) 1.15 1 0 D+ 1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.388 @ 8'2 3/4" 0.394 Passed(L/487) -- 1 0 D+ 1.0 S(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.650 @ 8'2 3/4" 0.788 Passed(L/291) -- 1 0 D+ 1.0 S(All Spans) • Deflection criteria:LL(L/480)and TL(LJ240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'4 3/16"o/c unless detailed othenvise. roper attachment and positioning of lateral bracing is required to achieve member stability. . . ._.. ..... .. ..._ _.._ ._... -------. . .--------_.------ Bearing Loads to Supports(Ib ) Supports Total Available Required Dead F��r Snow Total Accessories u�e 1-Stud wall-SPF 6.00" 6.00" 6.08" 5431 1320 8130 14881 Blocking 2-Beam-LSL 5.25" 5.25' 2.97" 4716 1310 6993 13019 Blocking ---- --- . ..__. - ----- ------ — •Blocking Panels are assumed to carry no loads applied directty above[hem and the full load is applied to the mem r being designed. Tributary Dead Floor Live Snow Loads Location Width (0.90) (1.00) (L.15) Co mentr 1-Uniform(PSF) 0 to 16'S 1/4" 4' 15.0 40.0 - Re�dential-Living Areas 2-Uniform(PSF) 0 to 16'S I/4" 3' 203 - :35.0 3-Uniform(PLF) 1'to 2'3" N/A 80.0 - - 4-Uniform(PSF) 1'to 2'3" 21' 20.3 - 35.0 5-Uniform(PSF) 15'to 16' 21' 20.3 - 35.0 �6-Uniform(PLF) 15'to 16' N/A 80.0 - - 7-Point Qb) 1' N/A 1204 - 2021 �n ed from�Window Header in Ma er Bath Su rt 2 8-Point Qb) 2'3" N/A 504 - lpq� �n ed from:Window Header in Ma er Bedroom Su rt 1 � 9-Point(Ib) 6'3" N/A 2211 - 3814 �n ed from:Window Header in Ma er Bedroom Su rt 2 10-Point(Ib) 11'9" N/A 2211 - 3814 �n ed from:Window Header in Ma er Bedroom Su rt 3 11-Point(Ib) 15' N/A 504 - l�q� �n ed from:Window Header in I, Ma er Bedroom Su rt 4 Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATIVE l '�Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser produd design criteri and published design values. '�Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser litera re for installatlon details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this soRwar .Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec rd,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities a third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Softw e Operator ': Forte sottware operetor dob Notes 9/16/2013 12:31:32 PM ' Justin Spreitzer Gonyea Homes Forte v4.1,Design Engine:V57.0.245 � Lyman GH0389 GH0389(bayside meadows model).4te ; (952)470.4817 Orono, MN _ justin_spreitzer@lymanlumber.com Bayside Medows Model P892 16 Of 22 �itl F O R T E , MEMBER REPORT Main Floor,Screen Porch Heade (right to IeftJ PASSED 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberS rand0 LSL Overall Length:15'11 1/4" + + o — --- — o �,6. ��6. a o 0 All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual (Design Results Actual�d Location nnowed Resuit lDF � :comn�nat;o��vat�em� System:Wall Member Reaction Qbs) 2815 @ 7'11 5/8" 13322(5.25") Passed(21%) — 1 0 D+ 1.0 5(All Spans) Member Type:Header Shear Qbs) 1117 @ 8'11 3/4" 7902 Passed(14%) 1.15 1 0 D+ 1.0 5(All Spans) euilding Use:Residential Moment(Ft-Ibs) -2208 @ 7'11 5/8" 11985 Passed(18%) 1.15 1 0 D+ 1.0 S(All Spans) �� Building Code:IeC Live Load DeFl.(in) 0.027 @ 3'8 5/16" 0.261 Passed(L/999+) -- 1 0 D+ 1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.041 @ 3'7 3/8" 0.392 Passed(L/999+) -- 1 0 D+ 1.0 S(Alt Spans) • Deflection criteria:LL(L/360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 15'11 1/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Tnmmer-SPF 3.00" 3.00" 1.50" 344 S80 924 None 2-Tnmmer-SPF 5.25" 5.25" 1.50" 1099 1716 2815 None 3-Trimmer-SPF 3.00" 3.00" 1.50" 344 580 924 None TribuWry Dead Snow Loads �ocason w�atn �0.90� �i.is� Comments 1-Uniform(PSF) 0 to 15 11 1/4" S 203 35.0 Residential-Living reas Weyerhaeuser Notes (Z�SUSTAINABIE FORESTRY INITIATIVE ��Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser produd design criteri and published design values. , ��Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser litera re for installation details. '(www.woodbywy.com)Aaessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this softwar .Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec rd,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities a third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Softw e Operator i Forte SoRware Operator Job Notes 9/16/2013 12:31:32 PM ��su�sPre��Ze� �or,yea Homes Forte v4.1,Design Engine:V5.7.0245 � Lyman GH0389 GH0389(bayside meadows model).4te �'�, (952)470-4817 Orono. MN ��,, �ustin_spreitzer@lymanlumber.com Bayside Medows Model � P8g0 17 Of 22 ........... ........ ._.._ ___. .____ ______ ____. ____. _____ _ _. .. � MEMBER REPORT Main Floor, Screen Porch Header front to back PASSED ��O R T E . 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberS (and0 LSL Overall Length:13'11 1/4" + 1 + o —---- ----- _ o 5�6- � ,� � � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual Design Results nctuai�a�ocadon anowea aesu�t i:nF L :Canbination(Pattem) System:Wall Member Reaction Qbs) 12326 @ 5'11 5/8" 19983(5.25") Passed(62%) -- 1 D+ 1.0 S(All Spans) Member Type:Header Shear Qbs) 263 @ 6'11 3/4" 11854 Passed(2%) 1.15 1 D+ 1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) -442 @ 5'11 5/8" 17977 Passed(2%) 1.15 1 D+ 1.0 S(All Spans) Building Code:IBC Live Load DeFl.(in) 0.004 @ 10'2 7/16" 0.261 Passed(L/999+) -- 1 D+ 1.0 5(Alt Spans) �esign Methodoiogy:ASD Total Load Defl.(in) 0.007 @ 10'2 15/16" 0.392 Passed(L/999+) -- 1 0 D+ 1.0 5(Alt Spans) • DeFlection criteria:LL(LJ360)and TL(U240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'11 1/4"o/c unless detailed othenvise. roper attachment and positioning of lateral bracing is required to achieve member stability. ._ ______— __---- ---�---.. ____--- ----- -- �'��. Bearing Loads to Supports(I ) $UPPOI'GS Total Availa6le Required Dead F�� Snow To�l Accessories Live 1-Trimmer-SPF 3.00" 3.00" 1.50" 71 - 83 154 None 2-Trimmer-SPF 5.25" 5.25" 3.24" 5029 1310 7298 13637 None 3-Tnmmer-SPF 3.00" 3.OD" 1.50" l ll - 118 235 None - -------- —- - Tributary Dead Floor Live Snow � Loads �ocadon Width �0.90) �i.00) �i.is) co roer��s I 1-Uniform(PSF) 0 to 13'11 1/4" 1' 203 - =�5.0 Re dentlal-Living Areas '�� '�.2-Point(Ib) 5'10" N/A 4716 1310 E993 Lin ed from:Flush Beam Above � ' Scr n Porch Su rt 2 Weyerhaeuser Notes (2�SUSTAINABIE FORESTRY INITIATNE �Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteri and published design values. l '��.Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literat re for installation details. i(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this softwar.Use of this software is not intended ro �circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rx d,builder or framer is responsible to �assure that this calculation is compatible with the overall project.Productr manufactured at Weyerhaeuser facilities a third-party certified to sustainable �forestry standards. IThe product application,input design loads,dimensions and support information have been provided by Forte Softwa Operator ' Forte Sokware operator �ob Notes 9/16(2013 12:31:32 PM '�, Justin Spreitzer Gonyea Homes �� Forte v4.1, Design Engine:V5.7.0245 , �yma� GH0389 �� GH0389(bayside meadows modeQ.4te I, (952)470-48�7 Orono. MN ��, '�.. justin_spreitzeralymaNumber.com Bayside Medows Model ''. Pa9e�8 Of 22 __-_-- _____ . ...._ .. .__ ____. ____ _.............. ____. ___--- � . � MEMBER REPORT Roof Level, Window Header in 8 room#2 PASSED ' �l'FORTE � 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / o. 2 Overall Length:6'6" + + o -- -- o s� 0 � All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual ___ ______ — -- - _ _---- Design Results Actual�d locadon nuowea Resuit LDF L :Combination(Pattem) System:Wall Member Reaction Qbs) 3272 @ 1 1/2" 5738(3.00") Passed(57%) — 1 0 D+ 1.0 S(All Spans) Member Type:Header Shear(Ibs) 2244 @ 1'1/4" 4308 Passed(52%) 1.15 1 0 D+ 1.0 S(All Spans) euilding Use:Residential Moment(F[-Ibs) 4916 @ 3'3" 5919 Passed(83%) 1.15 1 0 D+1.0 S(All Spans) euilding Code:iaC Live Load DeFl.(in) 0.052 @ 3'3" 0.208 Passed(L/999+) -- 1 D+ 1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.083 @ 3'3" 0.313 Passed(L/902) -- 1 0 D+ 1.0 5(All Spans) • DeFlection criteria:LL(LJ360)and TL(LJ240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed othenvise.Propei attachment and positioning of lateral bracing is required to achieve member stability. •Applitable talculations are based on NDS 2005 methodology. — _ _ '�, Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories I 1-Trimmer-SPF 3.00" 3.00" 1J1" 1225 2048 3D3 None 2-Trimmer-SPF 3.00" 3.00" iJl" 1225 2048 3U3 None TribuWry Dead Snow LoadS Location width (0.90) (s.15) Comments 1-Uniform(PSF) 0 to 6'6" 18' 20.3 35.0 Residential-Living reas Weyerhaeuser Notes (Z�SUSTAINABIE FORESTRY INITIATNE Weyerhaeuser warrants that the sizing of itr products will be in acmrdance with Weyerhaeuser product design criteri and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literat re for installatlon details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this softwar.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec rd,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser faCilities a third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte SoRwa Operator Forte software operator �ob Notes 9l16/2013 12:31:33 PM ' ��sen sPreaZer Gonyea Homes Forte v4.1,Design Engine:V57.0245 ' �yma� cHosas GH0389(bayside meadows model).4te I (952)470-48P Orono. MN �'�, justin_spreitzer@lymanlumber.com Bayside Medows Model I Pa9e�9 Of 22 i' � �,F O R T E � MEMBER REPORT RoofLevel, WindowHeaderin M ster8ath PASSED 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / o. 2 Overall Length:5'6" I + �� + a — o 5 � � All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual Design Results Actual�Location auowea Resu�t LDF � :comanadon�Pattem� System:Wall Member Reaction(Ibs) 3225 @ 1 1/2" 5738(3.00") Passed(56%) -- 1 0 D+ 1.0 S(All Spans) Member Type:Header Shear(Ibs) 2028 @ 1'1/4" 4308 Passed(47%) 1.15 1 0 D+ 1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 4041 @ 2'9" 5919 Pa55ed(68%) 1.15 1 0 D+ 1.0 5(All SpanS) 8uilding Code:IBC Live Load DeFl.(in) 0.030 @ 2'9" 0.175 Passed(L/999+) -- 1 0 D+1.0 S(All Spans) Design Methodology:ASo Total Load DeFl.(in) 0.048 @ 2'9" 0.262 Passed(L/999+) -- 1 0 D+ 1.0 S(All Spans) • DeFlection criteria:LL(U360)and TL(UZ4�)• � � • Bracing(Lu):All compression edges(top and bottom)must be braced at 5'6"o/c unless detailed otherwise.Prope attachment and positloning of laterdl bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. ... . . . . . Bearing Loads to Supports(Ibs) . . . ... ..._.. .. ...� Supports Total Available Required Dead Snow Total Accessories 'i 1-Trimmer-SPF 3.00" 3.00" 1.69" 1204 2021 3225 None 2-Trimmer-SPF 3.00" 3.00" 1.69" 1204 2021 3225 None Tributary Dead Snow L00d5 Lacation width (0.90) (1.15) CommentS 1-Uniform(PSF) 0 to 5'6" 21' 20.3 35.0 Residential-Living reas I Weyerhaeuser Notes (I�SUSTAINABLE FORESTRY INITIATNE Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteri and published design values. 1 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser litera re for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash elocks)are not designed by this softwar .Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec rd,builder or framer is responsible to assure that this wlculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities a third-party certified to sustainable forestry standards. The produd application,input design Iwds,dimensions and support information have been provided by Forte Softw e Operator : Forte Software Operator .lob Notes �' 9/16/2013 12:31:33 PM i ��sc�n sPrenZe� �or,yea Homes Forte v4.1,Design Engine:V57.0.245 !, �yma� cHosas , GH0389(bayside meadows model).4te I (952)470-48�7 Orona, MN i, '�, justin_spreitzer@lymanlumbeccom Bayside Medows Model ', Page 2�Of 22 � � MEMBER REPORT RoofLevel, WindowHeaderin M ter8edroom PASSED �fORTE � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / o. 2 Overall Length: 12'6" + � + 0 0 3' S' 3' � 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual Design Results Actual @ Locatiw� Allowed Result LDF l :Combination(Pattem) System:Wall Member Reaction(Ibs) 6025 @ 9' 7650(6.00") Passed(79%) -- 1. D+ 1.0 5(Adj Spans) Member Type:Header Shear(Ibs) 2074 @ 7'11 3/4" 2872 Passed(72%) 1.15 1. D+ 1.0 5(Adj Spans) euilding Use:Residential Moment(Ft-Ibs) -2644 @ 3'6" 3946 Passed(67%) 1.15 1. D+ 1.0 S(Adj Spans) I Building Code:IBC Live Load DeFl.(in) 0.020 @ 6'3" 0.183 Passed(L/999+) -- 1. D+ 1.0 S(Alt Spans) Design Methodology:A5D Total Load Defl.(in) 0.030 @ 6'3" 0.275 Passed(L/999+) -- 1.D D+1.0 S(Alt Spans) • DeFlection criteria:LL(U360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 12'6"o/c unless detailed othenvise.Prop attachment and posRioning of lateral bracing is required[o achieve member s[ability. •Applicable calculations are based on NDS 2005 methodology. _. .. _..�.._ Bearing Loads to Supports(Ibs) . _.._. ._ _... Supports Totat Available Required Dead Snow Total Accessories ��, 1-Trimmer-SPF 3.00" 3.00" 1.50" 504 1047 1551 None 2-Trimmer-SPF 6.00" 6.00" 4J3" 2211 3814 6025 None 3-Tnmmer-SPF 6.00" 6.00" 4J3" 2211 3814 6025 None 4-Tnmmer-SPP 3.00" 3.00" L50" 504 1047 1551 None 7ributary Dead Snow (L00d5 Location Width (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 12'6" 2P 20.3 35.0 Residential-Living reas � Weyerhaeuser Notes '� (Z�SUSTAINP.BIE FORESTRY INfT1ATNE Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteri and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literat re for installation details. ,(www.woodbywy.com)Accessories(Pom Board,Blocking Panels and Squash Bbcks)are not designed by this soRwar.Use of this software is not intended to ;circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec d,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities a third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Softwa Operator ' Forte Software Operetor Job Notes I 9/16/2013 12:31:33 PM ' ��5en sPreaZer �onyea Homes Forte v4.1,Design Engine:V5J.0245 ' �yma� cHosas I GHQ389(bayside meadows model).4te � (952)470-4817 Orono, MN j � justin_spreitzer@lymanlumber.wm Bayside Medows Model '�, Page 21 Of 22 _ � �,i� MEMBER REPORT RoofLevel, WindowHeaderin Be room#4 PASSED �l�O R T E 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / o. 2 Overall Length:6'6" + + 0 0 s, � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual Design Results Actual�Locadon auowea Resuit �oF L :Combination(Pattem) System:Wall Member Readion Qbs) 3812 @ 1 1/2" 5738(3.00") Passed(66%) -- 1. D+ 1.0 S(All Spans) Member Type:Header Shear Qbs) 2615 @ 1'1/4" 4308 Passed(61%) 1.15 1. D+ 1.0 S(All Spans) I, euilding Use:Residential Moment(Ft-Ibs) 5727 @ 3'3" 5919 Passed(97%) 1.15 1. D+ 1.0 S(All Spans) Building Code:IBC Live Load DeFl.(in) 0.061 @ 3'3" 0.208 Passed(L/999+) -- 1. D+ 1.0 S(All Spans) Design Methodology:nSD Total Load DeFl.(in) 0.097 @ 3'3" 0.313 Passed(L/774) -- 1. D+ 1.0 5(All Spans) —__ _ _ —- ——____ • DeFledion criteria:LL(LJ360)and TL(UZ40). • Bracing(Lu):All compression edges(top and bottom)must be braced at 4'8 3/8"o/c unless detailed othenvise.Pr per attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. I . ___._---- - .._... .._ . . ._.__--- ---- -- __ _ _ Bearing Loads to Supports(Ibs) '�$UPPOI't5 Total Available Required Dead Snow Total Accessories 1-Trimmer-SPF 3.00" 3.00" 1.99" 1423 2389 3812 None 2-Trimmer-SPF 3.00" 3.00" 1.99" 1423 2389 3812 None TribuUry Dead Snow Loads Location w�dtn (0.90) (i.is� com�,rs �1-Uniform(PSF) 0 to 6'6" 21' 203 35.0 Residential-Living reas Weyerhaeuser Notes (2j)SUSTAINABIE FORESTRY INITIATIVE l Weyerhaeuser warrantr that the sizing of itr products will be in accordance with Weyerhaeuser product design criteri and published design values. - 'Weyerhaeuser expressly dixlaims any other warranties related to the software.Refer to current Weyerhaeuser literat re for installatlon details. I(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this soRwar.Use of this wftware is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec d,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufadured at Weyerhaeuser fatilitles a third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Softwa Operator I i �, Forte Sofhvare Operator .lob Notes 9l16/2013 12:31:33 PM Justin Spreitzer �o�yea Homes Forte v4.1,Design Engine:V5J.0245 �yma� cHosas GH0389(bayside meadows modeQ.4te '��, (952)470-4817 Orono, MN '�; justin_spreitzer@lymanlumber.com Bayside Medows Model Page 22 of 22 MINNEHAHA CREEK ATERSHED DISTRICT QUALITY OF WATER ��r UALITY OF LIFE Pursuant to Minnesota Statutes Chapter 1 3D, and on the basis of statements and information contained in the permit ap lication, correspondence, plans, The Minnehaha Creek maps, and all other supporting data submi ed by the applicant, and made a part hereof by reference, PERMISSION IS HE EBY GRANTED to the applicant Watershed District is named below for use and development of and in the Minnehaha Creek committed to a leadership Watershed District. rote in protecting, improving and managing Issued to: Gon ea Homes Permit No: 13-409 the surface waters and Location: 75 Ba side Trail Oron affiliated groundwater Pur ose: Erosion Control — Sin le F mil Home resources within the Date of Issuance: 11/12/2013 ate of Ex iration: 11/12/2014 District,induding their By Order of the Board of Managers retationships to the ^� ecosystems of which B andon Wisner they are an integra�part. District Technician We achieve our mission This permit is not transferable without Dis rict approval, and is valid to the date of through regulation, expiration. No activity is authorized beyon the expiration date. If the permittee requires more time to complete the proje , an application for renewal of the capital projects, permit must be received by the District at east 30 days before expiration. education,cooperative The applicant is responsible for complian e with all District Rules and for the endeavors,and other action of their representatives, contractor , and employees. programs based on Conditions: Project to be completed a described in plans submitted to the MCWD office on October 2, 2013 according to the provisions of sound science, thiS peCl111t. innovative thinking,an • Properly install and m intain all required erosion control measures until the dist rbed areas are re-stabilized informed and engaged . When the site is re-sta ilized and the MCWD staff has performed a final insp ction, all silt fences must be removed constituency,and the cost effective use of p�bt;c�ur,ds. (Statement concerning fees for inspecti ns, violations, etc.,. on following page) 15320 Minnetonka Boulevard, Minnetonka,MN 55345•Office: (952)47 0590• Fax: (952)471-0682•www.minnehahacreek.org y � . MINNEHAHA CREEK � VNATERSHED DISTRICT QUALITY OF WATER �tir UALITY OF LIFE Ins ection/Anal sis Monitorin Fees The Minnehaha Creek A site inspection and monitoring by Distric staff will be performed where the activity involves: Watershed District is committed to a leadership • a commercial/industrial/multi-family re idential development • a single family residential developmen greater than 5 acres or of any size if role in protecting, within the Minnehaha Creek subwater hed • any alteration of a floodplain or wetlan improving and managing dredging within the beds, banks or sh res of any protected water or wetland the surFace waters and • a violation • any project which in the judgment of t e District staff should be inspected due affiliated groundwater to project location, scope, or construct on techniques resources within the District,inctuding their In these cases, the applicant shall pay to he District a fee equal to the actual costs of field inspection of the work, inclu ing investigation of the area affected relationships to the by the work, analysis of the work, and an subsequent monitoring of the work, ecosystems of which which in the case of a violation shall be a least$35. they are an integral part. We achieve our mission Standard Fe SChedule through regulation, District professional staff $ 5 .74'" capital projects, District interns $ 3 .44* District clerical staff $ 4 .16* education,cooperative Consulting Senior Engineer $ c ntracted rate endeavors,and other Consulting Engineer/Technician $ c ntracted rate District Counsel $ c ntracted rate programs based on Application fee $ 0.00 Copy costs $ .25 + actual staff time sound science, Color copy costs $ 1.00 + actual staff time innovative thinking,an informed and engaged constituency,and the * Hourly cost effective use of public funds. 15320 Minnetonka Boulevard, Minnetonka, MN 55345•Office: (952)47 -0590• Fax: (952)471-0682•www.minnehahacreek.org � � Dy�T � TIME � CITY OF ORONO CALL D IN � /� INSPECTION NOTICE SCHE�ULE . -� ; PERMIT NO.�(2/3 �D �� I COMPLEfE ADDRESS � S � OWNER C�� T�LE HONE NO.��1�7Z� CONTRACTOR � DESCRIPTION ti � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHOREJWETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNERIFIREP ACE O SITE INSPECTION Q J�RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � v❑ FINAL ❑ SEWEfi HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � O PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: � a Pa� — �- � � O � c L� $� Nt ✓'l0�/ O � �/ ✓'t._ W � Q � 2 W � W � J d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR FEINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOUR ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDEH POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail forthe next inspection 24 hou in advance. (952� 249-46�0 OwnerlContra r oQsite: Inspector. Whit opyflnspector's File I Canary CopylSite Notice ao�3 —� oA ✓ CITY OF ORONO � � �CALL D IN - INSPECTION NOTI E � SCHE u�E - /D-� PERMIT NO. _coM �Ere ADDRESS �S OWNER TELE HONE NO.�� 9dbg CONTRACTOR >: DESCRIPTION r � � ""'-` � 4i ❑ FOOTING ❑ PLUMBING FINAI. EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS H O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIRE ACE ❑ SITE INSPECTION Q ❑ R ON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � INAL ❑ SEWER HOOK-UP ❑ COMPLAINT v D MO-SITE O SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERfCONTRACTOR TO MEET YOU:_YES_r0 � COMMENTS: � a ' j 0 �. , � 0 � W � Q � 2 W S1,. � f � �� - l � i '��` \ � V � i " � \ -_ /,- W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE - � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O O CORRECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOUR . ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24�ou i�►advan -46�� OwnerlContractor on site: � � ' � , � `. Inspector. White Copyllnspector's File � Canary CopylSite Notice �� I DATE TIME � CITY OF ORONO CALL D IN �' �,-� INSPECTION E ,�, ( scHE u�E �'� �� PERMIT NO. ' ��1'� COMP ETE ADDRESS '�� d� OWNER T LE HONE NO. Z-�� '-''�" CONTRACTOR � DESCRIPTION � �'r � 4i ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL 0 MECHANICAL RI ❑ LAKESHORE/WETLANDS y Q ❑ FRAMING ❑ MECHANICAL FI�AL ❑ TREE REMOVAL Z ❑ tNSULATION ❑ WOOD BURNER IREP ACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-Uf� ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UF� � COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v O PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEEf YOU:_YES_WO � COMMENTS: � W a � J O �. � O � W � Q � 2 W � W � � W ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ORRECT WORK 8 PROCEED ❑ ISSUE CERT�FICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REtNSPECTION I TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN F�OUR . ❑pH0T0 TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP OROER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE AC ESS. Call for the next inspection 24 o in advance. 249-46�� OwnerlContractor on site: Inspector. '' White Copyllnspector's File Canary CopylSite Notice � �j pATE TIME � CITY OF ORON CALL D IN /� INSPECTION OTICE SCHEbULE ? 3 / .3.' PERMIT NO. � - �d�� coMP�erE � ADDRESS �S � OWNER T LE HONE NO. �a "�8� CONTRACTOR � DESCRIPTION � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHOREM/ETLANDS y ❑ F MING ❑ MECHANICAL FIWAL Q ❑ TREE REMOVAL Z INSULATION ❑ WOOD BURNER/�IREP ACE ❑ SITE INSPECTION ❑ RADON SLAB ❑ WATER HOOK-U ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-U ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUM8ING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTFiACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O �. � O � W � Q � 2 W � W � J a W RKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑ RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN OUR ❑ PHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 u in a 2) 249-46�0 OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSfte Notice � � D TE '/ TIME v CITY OF ORONO CALLE IN �'-3��" INSPECTION NOTIC SCHE ULED 7/-/ � PERMIT NO. o� ` 'U�� COMP ETE ADDRESS � OWNER EP ONE NO.�Q��-7 `��-�� CONTRACTOR � ' � � DESCRIPTION '`'�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS Q �RAMING ❑ MECHANICAL FIN L ❑ TREE REMOVAL Z � INSULATION ❑ WOOD BURNER IREP CE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-U ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEEf YOU:_YES_NO ` c�.� COMMENTS: � W a J O `' � /'v v i �c -� � .�r� !f � ° . , w � �,,Q r w c6�K�r l� s�,.�,. � � Q rav� G � a,��, ' '" -F / !�� i S -G�r[.�Q, .L � � �ov� � �,n [. - L.C. �t� � r /4-� � _ � , d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN H URS. O PHOTO TAKEN INSPECTOR W{LL REfURN ❑STOP ORDEN POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CAIL TO ARRANGE ACC�SS. Cail for the next inspection 24 hours n advance. (g52) 249-460� OwnerlContractor on site: Inspector. •...� White Copyllnspector's File Canary CopylSite Notice � AT TIME� CITY OF ORONO CALLED IN � � INSPECTION NOTICE CHEDULE `� �� PERMIT NO. O�O� 3—bl�� MPLETE ADDRESS S S Q� OWNER T E HONE NO. ��7 r db CONTRACTO a- � DESCRIPTION _ - "` "" �f� � ly ❑ FOOTING ❑ PLUMBING FINA ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL 0 MECHANICAL RI ❑ LAKESHORFJWETLANDS � Q ❑ FRAMING ❑ MECHANICAL FI AL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER IREP ACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-U ❑ PROGRESS � ❑ FINAL 0 SEWER HOOK-U ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL O HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ F�UNDATION/REMOVAL � OWNERICONTFiACTOR TO MEEf YOU:_YES_ O � COMMEN : � •� �' � /"� ' � �� `' - : J �-x ..S ,ri ,ti„JL t ��I�,.�'`Yu� ✓ O � � O � W i � 1 ' <� Q y,' � v�� .. �t'�! 2 _ W. - � W � � W ❑WORKSATISFACTORY:PROCEED ❑PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED i ❑ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE CdVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN �+OUR . ❑pHOTO TAKEN INSPECTOR WIIL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS Call for the next inspection 24 ho in adv 2) 249-460� OwnerlContractor on site: L J �"` Inspector. � � White Copyllnspector's File Canary CopylSite Notice T / � /r �pATE TIME � ITY F ORONO CALL�D IN � 0� INSPECTION NOTICE scHE�u�E �- l�:� PERMIT NO.�/.�('!D �� COMPLETE .. ADDRESS �5 � OWNER � LE HONE NO. CONTRACTOR 1'n � DESCRIPTION � � � ❑ FOOTING ❑ PLUMBING FINAL, ❑ EXCAV/GRADING/FILLING Q �POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � O FRAMING ❑ MECHANICAL FINAL � ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREP ACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL, ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: » a � a ��e aQ G�26 ✓ e ��, ._. o �'�,� - � �S��T e �K �r � 0 � W � � � du Q � z W � W � � d W �WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � � W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN H URS p pH0T0 TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED_CALL TO ARRANGE AC SS. Call forthe next inspection 24 h urs in advance. (952� 249-460� OwnerlContracto on site: f p G c Inspector. White Copyllnspector's Ffle Canary CopylSfte Notice �' C�� TE TIME V CITY OF OR O CALL D IN �✓' � INSPECTION NOTI E scHE u�e 5—� �D�Z PERMIT N / " D�� conn �erE , ADDRESS �✓� � OWNER LE O E NO. � ! �S� CONTRACTO f � � DESCRIPTION �v � � �OOTING ❑ PLUMBING FINA ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FI AL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER IREP ACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-U ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-U ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: 4' � ✓'�'iC,' ` a � J O � � Fv/��n 5 .ti ��-- ✓ `4 K — 0 � W � � 2 �v L� "�- a l Q Z '' �6� c��w � W � W j �"p r�e� .1- o K rr r- a W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE �`�6AlIftECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION j TEMPORARY V BEFORE CWERING ; PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN H URS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACC SS. Cail for the next inspection 2a h urs in advance. (952) 249-460� OwnerlContractor on site: /J�� Inspect . White Copyllnspector's File Canary CopylSite Notice -^ DATE TIME CITY OF ORONO CALLED IN INSPECTIONTI SCHEDULED PERMIT NO. "01,C)"44 COMPLETED It ADDRESS mkL OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION - � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ElLAKESHORE/WETLANDS h ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ElFINAL ElSEWER HOOK-UP El COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: W a O Cc O U_ W Cc Q 2 W Z W QC j O W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. Cmakdp= White CopylInspector's File Canary Copy/Site Notice