The URL can be used to link to this page

Home My WebLink About2015-01382 (new structure) • CITY OF ORONO * 2 0 1 5 - 0 1 3 8 2 * 2750 KELLEY PARKWAY DATE ISSUED: 1U24/2015 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 3287 CASCO CIR PIN : 20-117-23-43-0044 LEGAL DESC : W[NSHIPS SUBD SPR[NG PARK : LOT 000 BLOCK 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL COIVSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATIOI�I : $ 284,858.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,WATER CONNECTION, SEWER CONNECTION,ELECTRICAL (STATE) NEW SINGLE FAMILY RESIDENCE NOTE: PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERM[T FEE SCHEDULE 2,275.42 STATE SURCHARGE(VALUATION) 142.43 SONDERGAARD FORCIER BUILDERS LLC P O BOX 208 TOTAL 2,417.85 VICTORIA, MN 55386- Payment(s) (612)849-4187 CHECK 8611 2,417.85 Minnesota State License#: BUIL-BC627292 OWNER STRUCK, JAN& SARAH 3862 NORTHERN AVE SPRING PARK, MN 55384- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State E3uilding Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permi[s. All provisions of laws and ordinances governing this type of work shall be compied with whe[her or no[specified hercin.This permit will expire and become null and void if construction au[horized 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 conform nce with the State Building Code.This permit may be revoked at ny tim r due cause. il�2Y-�' � �'--e� � /l �� -� pli Permitee Signatur Date Issued B 'gnature Date � r A City of Orono �'�� // 7 85 r I`' Building Permit Application for New Structures or Additions Mailing Address: Permit number: _?d/S--C�/� � �A, PO Box 66 � `VQ Crystal Bay, MN 55323-0066 Date received: /v -a 7- /S Street Address:' Received by: i[ � /�/Ifi 2750 Kelle Parkwa y�" c,� Orono, MN 55356 Y Plan review fee: / `� 7�� `�kfSH�� Main: 952-249-4600 Total Fee: d��S v/ 3 �/ 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: Job Site Address: � 02� 7 CC�.SC� C►��''L�e Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes � No If yes, a specia/event permit is required with Police Department and City Council approva160 days prior to the event. Shutt/e bus service will be required unless applicant demonstrates sufficrent on-site parking is availab/e. Non permitted events will not be a/lowed. CONTRACTOR/APPLICAN INFORMATION: � , Name: So��r �'� ��Gl� .gt.c��c�P�+�'S L L� State License# G � ', Expiration Date: 3-3 1 - )-j Phone: cell Z - 44- �3'-7 o�ce IZ -� - $ Mailing Address: O p� �.D Cit : i c-�r � ZIP: S�g Contact Person: p_ p�qQ�r Applicant is: ontractor / Homeowner (Circle One) Email and/or Fax: __15 O rl �.��1 U M c�.i . �-o�'�► PROPERTY OWNER INFORMATION: Name: .�(� d- sa.,r'a.� S`�Y'�� Phone(day): S2-ZZ —�SZ � 3 g U Address: 3$6Z o r ern En u.� Ci' � .�;� �t� � . \ � Email and/or Fax �-�u.c�< 5S 84 �na� • �m � G �� ARCHITECT/ENGINEER INFORMATION:� LV�`';_,�`" Name: {�c.`-F-i.c.,w►.� ��5, r7 � Phone(day): 4SZ- 73- / Address: I ��zz t,� h; e �; / �,�,� c�ty:l�e/%�/ai��ziP: � � b/ � Email and/or Fax: G�Lx� eS c• ro�+;e r n� . n�- PROJECT INFORMATION: Description of ro'ect: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal 8� Water Supply �$New Construction ❑ Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage 0 �eck ,�Public Sewer ❑Accessory Building � Single Family with ❑Office/Commercial ❑ Relocation eK�S`�'in� detached garage ,� Residence ❑ Private Sewer ❑Other: (specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater �(Public Water ""Any earth movement may require ❑ Commercial ❑ Storage MCWD review 8�permits. ❑ Industrial ❑Warehouse ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑Other: (Sp2Cify) ❑Other(SpeCify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ � `g �, 8�g � Packet Last Updated.� January 2015 Page 20 STRUCTURE INFORMATION: 1.Structure Dimansfons 1.Struc�ure Dimensions(continued) 2.Type of Constructlon a.Length(ft.)= .3 / I g �� Number of bedrooms= � � �Wood!Frame b.Width(ft.)= �2 Number of garage stalls: ❑Masonry �reas in sauare feet Attached= � ��e�� ❑Pole Bldg. c.Basement= �.3 Detached= a (��(Is�n d. 1'�Story = g3�f ❑ ICF � C�-� L, ❑On-site Prefab 8.�Sto,,,- �oo S 5 ❑OfE-site Prefab f. �Story = � a�7a ❑Other(piease specify): g.Totel Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for our a lication to be rocessed: Not Enclosed Ilcable O O Buildin Permit Esc.�ow A reemerrt and Fees 0 ❑ Plan Review Fee ❑ ❑ Com leted lication Form ❑ ❑ Pr ed Buildin Plans—2 full size sets,to scale and 4 reduced 11 x 17 or 8�x 11 set 0 ❑ Minnesota State Ene Code Calculations and Mechanical Code Re uirements O ❑ Surve —2 full size,to scale meeti ALL surve r uirements O ❑ Hardcover Calculations O � Se tic S tem Ce�ca�on ❑ ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stati� no m�it is re uired ❑ � Landsca Walls andlor Retainin Wall Plans ❑ � Stwmwater Pollution Prevention Plan SWPPP ❑ Acoess Permit ❑ ❑ Data Privac Adviso Form APPLICANT/OWNER ACKNOWLEDGEMENT: . Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for enginearing consuitant review costs In excess of 5500; • Certfies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsibie for submitting a complete application being aware that upon failure to do so,the staff has no afternative but to reject it untii it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by Stats law as either private or oonfidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confiden6al data is information which generally cannot be given to either Uie public or the subjed of the data. Our purpose and intended use of this infomiation is to annualiy update our records and records of other govemmental agencies required by law. ff you refuse to supply the infortnation,the application may not be issued. • A�rees that in the event that weather or othor conditlons prevent tho completion of an as-buli!survey at the dme the Certtftcate of Occupancy Is requested,a temporary Certiticate of Occupancy may be Issued upon recsipt of a s10,000 escrow to ensure compietlon of the as-bullt survey and all site Improvemenb. Applicant's Signature: Date: ��`Z�—�� Owner's Signature: Date: �b — 26 '�� Packet Last Updated: August 2015 Pege 22 . Builder Acknowledgement Form 3287 Casco Circle / #2015-01382 Builder Permit Conditions Initials Prior to the start of framing, a foundation as-built survey must be submitted �� and approved by the City or a stop work order will be issued. Schedule a minimum of one hour for the framing inspection. ��' J_� Erosion control mechanisms must be installed and inspected by the City proper to any land disturbing activities. The contractor must provide a � s minimum of a 24 hour notice prior to inspection. Erosion control shall be installed and maintained throughout the entire �� project and must remain until vegetation has been established. Prior to the issuance of a Certificate of Occupancy an as-built survey and � hardcover calculations must be submitted and approved. In the event of winter or other unfavorable weather conditions (which prevent the completion of the exterior improvements and/or as-built �, SS survey) a Temporary Certificate of Occupancy (TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios, grading, , sidewalks, retaining walls, etc. not currently shown on the approved survey � and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not � separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved rp ior to construction. w:\street files\casco circle\3287\builder acknowledgement form 2015-01382.docx PLAN REVIEW �HECKLIST FOR NEW STRUCTURES / 14DDITiO�NS Address: �� e�.�� PermitNo.: ��.�j' -�'��,� Description of work: � ; �(,�'(��f Date Rec'd: �� • �� .� Septic review by: � � Y V t�1 � Date Approved: Zoning review by: Date Approved: Building review by: � � Date Approved: �� Z� � , �.-..� Grading reviewr by: ��- Date Approved: `�/��%l�A��-- Zoning District: �� Zoning File#: Reso#: Reso Date: � ; Zoning: Lot Area: � �... �AC Width:� Lot Coverage: SF �• % � Survey Submitted: �es Q No Date of Survey: Eo'� '�� Revised date(?): ` Landscape plan submitted? ❑ Yes Q No Landscaper: � � " Pro�osed Setbacks: � , Front( �) Rear(S�f�� ( N S E W )O ( N S E 1�� Other Buildings� VNetland � Si� Side �° �� ° r.�3.�� (°�� Defined Height: Peak Height: _ FFE �� F.FE minu� 6 feet=`� (Existing Contour) Perimeter(linear feet) = 50% = L.F. b�Eowr gsade Basement? [3 Yes 0 No, Stories FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FQR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest proposed Slab at or above grade— START W ITH floor(of the basement or crawl space)and measure from hiqhest existina the highest point of the roof. START WITH r4 ade to the highest point�e roof even if fill was brpug th in to If you have a... elevate home. �°�` ,�' SUBTRACTION • GABLE OR HIPPED ROOF(no Slab beloy�r'g'rade—measure (BASED ON windows): Subtract half the distance from hi�fest existing grade to the ROOF TYPE) between the highest point of the roof hi h�st oint of the roof. to the low point of the corresponding If you have a., gable or hipped roof SUBTRACTION ' GABLE OR HIPPED ROOF • GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract haH windows): Subtract half the distance ROOF TYPE)" the distance between the between the top of the highest highest point of the roof to window and the highest point of the the low point of the roof corresponding gable or hipped roof • ALL OTHER ROOF TYPES(flat, • GABLE OR HIPPED ROOF mansard,etc):No subtraction. (with windows): Subtract SUBTRACTION Subtract the distance between the y half the distance between (BASED ON basemenUcrawl space floor and the the top of the highest F EXISTING highest existing grade adjacent to the i% window and the highest ; � ; , GRADES) foundation OR 10 feet(whichever is less). � point of the roof � o ALL OTHER ROOF TYPES ��, (flat,mansard,etc):No EQUALS Defined building height 9 subtraction. Defined building height EQUALS Updated: October 2015 z:lforms\plan review checklist 10-2015.docx �-�� -�...f-�.ve<��:��-�a,�� -- - - - �,. �� , �� :. _.�_�� _. ��,- �d.,-v. r_.,aaw�e F• ..�r�.z c.�� .. .. ,. . ... . ... ._ ., �a .. . . . Average Lakeshore Setback g�uff Shoreland District MCWD Permit Met? � �� `�� Yes �Yes ❑ No Permit Number: � Yes 0 Na �A No 0 N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required C�JP Required a circle one % and sf % and sf ��'"j� � Yes No O Yes o 1 2 3 4 5 �n �� Type(s): Type(s): �� `� Fees to be Char ed YES NO Perim It � Plan Review State Se�rcharge �" Investigation Fee ; _ SAC-Number of SAC Units �� _°r�,ap��r , f,�, 3' ` %,r -'� � ; �' Other(specify) Square Footage $ per Square Foota e Basement X - $ 1 St Floor X = $ 2nd Floor X - $ Garage X - $ Estimatec! Constructian Vaiue: $ � `f i �� Oror�o Inspections Required Work Requiring Separate Permits Footing � Site Plumbing ❑ Grading/Filling 'Poured Wall �Silt Fence/Erosion Control �Mechanical 0 Fire oundation Survey O Hardcover Removal 0 Septic Water Connection " Foundation Waterproofing � Other(specify) � Fireplace Sewer Connection Framing ❑ Masonry ❑ Lawn Irrigation � Insulation ❑ Mfg. � Landscaping As-Built Survey 0 Other(specify) Fina► ❑ Lathe Required State Permits � Other(specify) 0 Well 0 Electricaf ;': REMA.RKS (in-house): ,: OF�fClAL REMARK� -TO BE �lOTED ON PERMIT AND INITIALLED: See Builder Acknowledgement Form � rior t�1 "�of escrow,mone.y�as-��`?c�,.�nd�_hardcover calculations m �tted and approved. 5. � �� _m�" _ } Updated: October 2015 ��\fnrmc\nlan rovia�u rharklic4 1fl_9f11F`inev Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. Completed Application SS Plan Review Fee Paid �� Signed Escrow Agreement & Escrow Payment ��--5 Building Plans (to scale) x2 � Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 � , �.� - Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a , copy of MCWD permits (or documentation from the MCWD stating _ the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regar� this oject. --��yt�� r�e�d�� u��t, ��cJl� Signed by: � � S�Q ��' Qr�r'��l"J�'ca�/�i.Ci�� Address: � �px �f�f� , �/i�fo��2 /Lil� SS.�B� Permit #: ' Packet Last Updated: January 2015 Page 2 Minnesota State Energy Code Calculations and Mechanical Code Requirem ,� r Additional copies can be found by going to: htt ://www.dli.mn. ov/CCLD/PDF/sbc 1322 cert. `,� ��. � � � , a �u�b�� . �� . �V L1U1.8 C.ertificate �„''d.r:~'m4�t�a'n.p.'n,- pa�e: /�_� 7-/S S"tte Asidress: 3 a 8 7 Cctsco Cir�l�� O ro� o �� s n C�e✓' a.a.,"Gf �orc.i�r �c�i Id�rs C�ontractnr Nanze- so r�c�e�'' a.a-r �o�'Gie�►'" [,��'S L�cens�e Nun�berw B G6 a�a9a r�u-arinn ,Typ.�nf rncta�!l�r�' � Ty� 1 nratlnn Ss�r� Jrnu/afrnn X-Yarll,r� ;� :; Make� A6r N LF • Roo cci i owr� t�oo - q >� u.c.K�ch er lo�a Q ci.+ -).3• `� Cambttativti Air Q-ss-✓e e� . rw,. ' W�its -Zv __ Waier M�eadn /,� , /'Yl IT"tA1 DS6FB o an 51a b-on-�rade � actisr�r /►� r�� -base�, ' r!��d -�o�M IZ- I o [h,�.�o��r cwril�u�.�l � Rim 1M�t G CCl/ n -ZA-! � iDr � Irrrerlor,E�eiior ar Incepra 1 rrrat�rnrr JV'-Vafi,rP Fo�ndati�on Wali Y'� 1 o�t - E �O�'" ON LrtO�ior, Extwia-or L�qnl A - ri q Fp�� - 3 . 4 � • I , 2 a v . ct�r rnntmi T c �n uf Rati�n .4,rUf I`�Ra�nufa�clrrrrr �flvdEr� Ca/ru/a trd//c�a t�vss I lcati S s�cm 2 u r ct5 D fX�'� $. e o r'!< G D 0 12 1 e T ut r?.atf S,EER MF.Tnu��unrr Mock�l C00% Go.ad N'cvt�in Coolior 5 strn� e /� Z.S oN" 3 flrK G�'D SNJS f Z T Laca�ion C�ntinaov�rs �+en,til►ation Total 1�.entilatia� Mc Vcn#s�tio� �leat"�eC� ��,��14 �' r�e c�, ✓'•v► s��f' -}-� I o t.c� ; SO CF/>1 7�o C,F M Packef Last Updated: January 2015 Page 19 Christine Mattson From: Adam Edwards Sent: Friday, November 20, 2015 3:25 PM To: Christine Mattson Subject: RE: 3287 Casco Circle/#2015-01382 Stamped approved. There is plenty of room over a flat grade for the water to be absorbed. Adam From: Christine Mattson Sent: Friday, November 20, 2015 9:06 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: 3287 Casco Circle/#2015-01382 Adam, We received an updated survey for 3287 Casco Circle. The house has been raised one foot, but it still meets basement and number of story requirements. Hennepin County aerial photos show the retaining wall is existing, however drainage arrows appear to direct water onto the neighboring property. This has not changed from the first survey you reviewed and approved, but Melanie wanted to make sure it wasn't a problem. Please review and provide comments. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN i 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: Thursday& Friday, November 26& 27, 2015 Thursday& Friday, December 24& 25, 2015 Friday,January 1, 2016 1 Christine Mattson From: Christine Mattson Sent: Thursday, November 12, 2015 3:45 PM To: 'jssonder@gmail.com' Cc: 'struck55384@gmail.com'; Melanie Curtis Subject: 3287 Casco Circle/#2015-01383 (demolition) &2015-01382 (New house) Attachments: escrow.pdf Jay, The demolition permit is ready to be issued. We are open Monday—Friday 8 am to 4:30 pm. The Struck's had signed an escrow agreement and it was included in the building permit packet you submitted. I added both the building permit application number and the demolition permit application number to the signed agreement. Attached is a copy for your records. We acknowledge the escrow was paid by Sondergaard Forcier Builders, LLC, but remind you the escrow will be refunded to the property owner. We are close to issuing the building permit application. The survey submitted indicates the top of foundation elevation. Please have your surveyor show the point on the perimeter of the foundation where this top of foundation elevation is in reference to. We expect this same spot to be referenced on the foundation as-built. 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 address) PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ S' 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: Thursday& Friday, November 26& 27, 2015 Thursday& Friday, December 24& 25,2015 Friday,January 1,2016 1 City of Orono � � O /``�>>� H�rdcover Caiculation Vldor et {,� 1`' r Pro�erty Address: �Z S C.l1"C'o �v T �,i�.�� 7 c�x cc� �.�".! r �s�ck� '��_�� Prepared by: �� Date: /O GR c,s.,�9e�,�� fJ`/�� r.t r��'�, -S-is 5:orrr.�vater Quaiity Overlay District Tier: (Circie ane} Tier 1 ier 2 Tier 3 Tier 4 Tier 5 Step 2 PROPOS� .l'�'�HARDCOVER in the following table, identify aH items of proposed hardco�er on the properfy, keyed by letter to Certifi�ate of Survey(survey must accompany this form). lnclude all existing hardcover i#ems that are in;end?d to remain, as�vell as all proposed hardcover items that will be added. Use as many lines as neces5ary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify ary festures by letter which are spfit at the 75' setback li�e and calcuiate harde�ver square footage se aratel for each portion. � S�Ne� Hardcover Item (Describe) Length x Width i Total � S uare Feet � J (E:am e (Garar.e 24'x 30' � {7z0 S.F.t i A ott 8 O S.F. B � / S.F. i � �� S.F. j � G k�t EJCi r�,�� ,. I S.F. E F ET . . ' 9 S.F. � 5 S.F. H ' S.F. ( � 1 S.F. ' S.F. � i S.F. K S.F. � S.F. r.1 S,F. N � S.�. �, f S.�. Q S.F. R S.F. S S.F. T S.F. � S.F. v S.F. S.F. W � S.F. X Y S.F. � S.F. Z S.F. ;� To:a! Pro osed Hardcover G/ S.F. Excludabls Hardcover See Cit Code Sec 78-1684 : � RF� � ��,.. . ; s.F. � s.�. ' s.�. � s.F. � ' � S.F. 2) Total Excludable Hardcover � S.F. � 3 j Net Pre osed Fiardcover Subtiract line 2 from line 1; �S"� S.F. (4) Totai Lot Area i O 2 S.F. Proposed Na�dcover Percentage [(3)T(4)] l 9, �� , >��vry� ��,� � ��[ �a acr�= g . �°7�c, City of Orono � O�O �0�� ;�,��>1�;., H�rdcover Calculation Works eet � I,�j,��` Pro�erty Address: .3L �=� c'Ar�'a c,�cc� �Ta� sT�-i c �S�_1 Pre�a�ed by: ��,` Date: G �'�,�� A!';��c �,� r�� /� /O -S-is S:orrr�va:er QGa;ity Overlay Di;trict Tier: (Circle one) Tier 1 ier 2 Tier 3 Tier 4 Tier 5 Step ��OP40S�1�HARDCOVER In the follo�ving table, identify all items of proposed hardcover on the property, keyed by letter to Certifi�ate of SGn,�ey(sun,�ey must accornpany this form). Include a!I existing hardco�er items that are in�endad to remain, as well as a.l proposed hardcover items that will be added. Use as many lines as reces�ary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify ar y fe3tures by letter which are split at the 75' setback line and calculate hardcover square footage s�par�;tely for each portion. hcy t� � Hardcover Item (Describe} Length x Width g tuare Feet S�:rv e � r '� (E�=arnF a) (Garace? I (24'x 30'1 � I (72Q S.F. �-y ,yvytl'� ; 85�Q s F � ��_ - � �vZ s F. � C f�c � S.F. : I D G �c�t , EX i �r�c� ,. ' _ S.F. '� E � -,F�.�.� � j Z Z 9 b' S.F. � ;.—F �'r�, -��.c� � 59 S.F. � G ' S.F. i H + S.F. , � I S.F. ; � � S.F.� � i � S.F. F--� , I S.F. r.� ' i s.F. r� s.F. i � �^ s.F. � � � s.F. � � S.F. R —_ ' S.F. � S 1 S.F. � I � S.F. � �' S.F. �� S.F. `..� , S.F. '� S.F. ��--—�� I S.F. i � � S.F. ("1 _Tc�al Propos�d Hardccver @ G/ S.F. Excludable Hardcover(See City Code Sec 78-1684): r_ 1 /�F� :r.��.:.r .- � �_._ s.F. I � _�_--�_ S.F. ! '---�---- - S.F. � � ' - I S.F. ; � ' ( I S.F. ; j {�) Tot�l Exclud�ble Hardcover �s`�_ _S.F. � (3) PJet Prcposec hardcover Sub�ract line (2)from ;ine (1; �� j ,S'7 �.F. � (4) Total Lat Area � /9 �O 2 S F Proposed Ha dcover Percentage [(3)T(4)] �9, �� % >�7:ar✓t. _0=.i r"s DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private data on yourself. 6. Your full name is required to process this application or permit. ��. � ��E' V'�!�'� � � °/ }� �(�':� �-�__r� First �" Middle Last � � �� >;� ��=,� Address r `�! �t c,��?r�cz� ry�, s��.� ��_��?�-�.�d-� h i�t -��' �f�;_ �.� ;�� ,� City State Zip Phone I understand my rights as stated above. ✓ � �..C-' - � C'�'�'t�� a��"r,�-�-z�� Signature � � Packet Last Updated: August 2015 Page 7 _ __ __ . _ _ __ _ _ _ _ Automated Building Components cu99$2er# _ � orae�#: Y �' 1111 Sth Street-133 Chetek,WI 54728 �'' T56565 ■' Office:(715)924-4867 (800)524-9990 Yard Sales —__ _ Fax: 715 924-2585 Brian S Max Ship Hgt: 11-06-08 SETTING THE STi4A1DARDS FOR QGU4LITY AND SERV/CE _ _ _ . _ __ __ _ _ _ _ __ _ _ _ _ __ _ _ Customer Name: De11Yen' �2/31/2O�5 �ob Name: struck Deliver To: Lyman Lumber/Chan __Date ___ __ _ _ _ Designer: Adam Gustafson , 3287 CASCO CIRCLE Loading: 35-10-10 Contractor: Sonder aard Forcier P O Box 13018900 West 78th St grg.Width: 0.00 Original c�: g ' , Chanhassen, MN 55317 Spacing: 24�� rtevisea a: Orono, MN 55391 (952)470-4800 Ext ABC Sales: LLC Job Type: Roof HENNEPIN Acct#: LYMNL p.0.Num: CN77903 Note: QS52278 T56565F ' Qty ' Span � Description Slope � Heel ' Overhang � Cant �, � ' � TC BC Left Right , Left Right Left Right I , s__ _ i ___ _ _ _— -- __ �__ ___ _ .___ � _ , �� : 11 I� 20-00-00 '� A ACOMMON _ � -12.00 _ 0.00 _ _ ____ _-- _._ _ _ ___ _ _. __ _ ___ _ i 01-00-00 01-00-00 ' 01-04-00 01-04-00 1 ' 20-00-00 ! A1 A1 GABLE � 12.00 0.00 I 01-00-00 01-00-00 ' 01-04-00 01-04-00 , 1 li 20-00-00 � A2 A2 GIRDER 2-Ply II 12.00 0.00 'I 01-00-00 01-00-00 i 9 17-00-00 B B COMMON II 12.00 0.00 � 01-06-00 01-06-00 , 01-04-00 , 2 17-00-00 � B1 B1 COMMON i 12.00 0.00 �, 01-06-00 01-06-00 , 01-04-00 i ' 4 17-00-00 ' B2 62 COMMON , 12.00 0.00 I 01-06-00 01-06-00 01-04-00 01-04-00 ' I 2 i 17-00-00 � B3 63 GABLE 12.00 0.00 � 01-06-00 01-06-00 01-04-00 01-04-00 I 1 , 14-11-10 i V01 V01 VJ 12/12 BV UP 12.00 0.00 00-00-04 00-00-04 ' ' 1 10-11-10 'I V02 V02 VJ 12/12 BV UP , 12.00 0.00 00-00-04 00-00-04 ', I 1 � 06-11-10 V03 V03 VJ 12/12 BV UP ' 12.00 0.00 00-00-04 00-00-04 ' � � 1 I� 02-11-10 I VO4 VO4 VJ 12/12 BV UP � 12.00 0.00 I 00-00-04 00-00-04 ' Thank You For Your Business RETURNS:Trusses are a custom manufactured product and are not retumable. Customer is responsible for any errors in plans or specifications supplied to ABC. STOCK ITEMS:Stock items in good saleable condition which show no evidence of use wili be credited at invoice prices less 25%handling fee. DELIVERY:My order that is scheduled and at arrival is sent back for a later delivery date will be subject to additional delivery fees. TRUSS FIXES:There is a charge for every individual truss fix we supply that is not our responsibility. ADDITIONAL PRODUCT:A mileage charge will be applied to all add-on's. The add-on will be shipped with the nearest possible order we have for the day specified. Our current baded mileage rate will be added for the additional miles driven. TRUSS COUNT: 35 Page 1 of 1 . . ...'_�.,i.i� I ROOF PLAN NOTES: t.TRUSS IDEN7IFICATION LABEL LOCATED ON � �-»-0 - OUTTOM SIDE OF BOTTOM CHORD . 82 2 ALL DIMENSIONS ARE IN FEET-�NCHES-16TH5 - 31�� . . . . .. . J.EYD OF TRUSS W ITH'X"TICK MARK ON THE LAYOUi B1 � - � � � � � CORRESPONDS W ITH LEFT END ON TRUSS DRAW ING. �� S11d a.DO NOT MODIFY,CUT,OR REPAIR ANV PORTION Of THE 4 TRUSSES W ITHOUT APPROVAL FROM ABC TRUSS.WARRANTV i N wILL BE VOIDED WITNOUT OFFlCIAL DOCUMENTATION. . 7-114 Q i ' � � .�'i (��A 5 SEE INDNIDUAL 7RUSS CALC FOR MULTI�ALV GIRDER w - < CUNNEC?ION AND PERMAtJENT BRACING INFORMATION ip r�- __ _. .. _..._.._..__-__-- ._._.. _.__._.. s"�� o � 6 SEE HANGER INSTALLATION GUIOE OR CATALOG FOR I 9 > MORE DETAIL ON HANGER ATiACHMENT. J'Z Y � 17-11� Q a� Q 7.7EMPORARY BRACING INFORMATION IS SHOWN ON THE i � 5 a � � � � g r BC51-Bi SUMMARV SHEET LOCATED IN THE JOB PACKET. � G w �•- . . �. _ _ � �m - 4 Y 4 T 4 4 T T T Y T �- 8.TME WTENT OF THIS DOCUMEM IS TO SHOW TRUSS � m i + 13-�� "� � ' _ PLACEMENT ONLV.THE CONTRACTOR IS RESPONSIBIE I �, 2� �� `a � .- .. � � . FOR VERIFYING ALL DIMENSIONSAND WALL HEIGHTS U Z s W ITH THE BWEPRWT PRIOR TO SETTING THE TRUSSES. 1Si�-1 �O o �� 9.BEARINGS DESIGNED FOR A FCPerp VAI.UE OF THE LESSER OF THE. .. � H� � TRUSS CHORD LUMBER VALUE OR 425 FOR ALL BEARINGS. � ��_��,4 m� � 1UNLESSNOTEDOTHERWISEBYAFcPerpkNJiNOTE) = 4 '70P PLATE OP BEARING WALL DESIGN AND MATERIAL BY OTHERS.' Oin _ . ... . . __ _. _. _ _ ... _ .._. . _. .. . �. � SET ALL JAL'�EY TRl SSES AFTER MAIN ROOF Hq5 BEEN SHEATHED. � 1&it-0 �p g i ' u. � ACJU T�ENT O� P �,c ��PE RE 'J!RED. —_-- ry �,- _. . ._ - � b 21-11d � ' m I Wall Height Legend � Y317-0 ��I �.. B1 ,. . . . . .. .. . . .. . . . .... . e . _ .. . . . . �i �F zsi�-a '� BASE HEIGHT BASE � 1' N '' s�-iir I �'�''� m I� �I v', y 29-11J �I� i I� � VERIFY WALL HEIGHTS WITH BLUEPRINT" I `__-`- -_:--,_._ '�_=- _.' `_ _—� I i ; m�tT�: c€�rF�o --------- ----- ----__ ---- - __ r --- _ -- — ---_ ----------�--- -- --- ---__. -- _ _. _ __ __ __ _._. _ __ ��' AutomatedBuildingComponents, inc ISTRUCK ��,AL.Es RFp: LLc wos: Ts6s6s i f1718th5treet Lv�, Das�:: ioi2ei�ois 'scaLs: i^-s�-o-o^ Chetek, W154728 LYMAN LUMBER�CHAN IDSGNR/CHKR. ADG / ;aate: io/zi/2ois io:3�l ih-___.. ..-_ __.___._- t----- -----.._...... ...__..__� � 3257 CASCO CSRCLE ic Li�e ss oo��pgf � 'o��rs�ao-Lhr : i.is Plro�re R00.c?J-yyyq � I I Pdnn.• .'15-9??-4XG% �iORONO� MN 55391 �'c �eact io.00 psf '��Du�sac-Pit . i.is I �'��,�' t?-y�,�-^�.�� i BC Liva 0.00 ps£ I�O.C. Spacing: 2 HC Deatl 10.00 psP IDesign Spac: IRC-2012 I "$ETTlNG THE STAI+lDARDS FOR QUALITY AND SERVICE" 'r o t�,i �s s.o o p 3 f I�'r r i�c g�: 3 9 i i i , Work Order: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: A Qt : 11 Desc: COMMON BRG X-LOC RFaCT SIZE REq'D TC 2x4 SPF C1650F1.5E iieb bracing required at each location ahown. OPLIFT REACTION(S) : 1 0- 2-12 1307 S.SO•' 2.05•• BC 2x9 SPF �1/#2-CAN � Refer to BCSI for proper requirod lateral Support Main Wind Non-f9ind 2 19- 9- l 1307 5.50^ 2.05" KEB 2x3 SPF �3-CAN restraint. Foz altarnativa veb bracing, 1 -125 lb 2x4 3PS /3-CAN 6-1, 9-5 see ZTWBCG's etandard details. 2 -125 lb TC FORCB AXL BND CSI 2x3 SPF �1/�2-CAN 7-3, 3-8 Deaiqned per ANSI/TPI 1-2007 SORZZONTAL R&ACTZON(S) : 1-2 185 0.03 0.32 0.35 Bearings desiqnad for an FcPerp valu� of ths Fabrication Tol�ranca = 16.0� aupport 1 -296 lb 2-a -io7i o.oi 0.30 0.31 lesser of tha trusa chord lumber value or Plating is based on quality control factore aupport 2 -29B lb 3-4 -1071 0.01 0.30 0.31 425 for all boarings. Cq = 0.84 foz vid� fac� and Thia truas ie deaiqned using th� !-5 185 0.03 0.32 0.35 This deaiqn doea not account for long term Cq = 0.94 foz narzor face. ASCE7-OS Nind Specification time dependent loadinq (creap). Building Any alterations to this are shown for Bldg Encloeed = Yee, Importance 8actor = 1.00 Bc aoxCE x7Q. �m cst Desiqner muat account for thin. individual jointa on the Joint Report. Truss Location = Not Lnd Zona 6-7 719 0.08 0.32 0.40 THIS DESIGN IS THE COl4P03ITE RESULT OF Refer to Joint QC D�tail Sheet for Hurricana/Ocean Lina = No , Exp Category = C 7-8 a99 0.05 0.29 0.3< MOLTIPLE IAAD CASES. Maximum Rotatioaal Tolerance uaed Bldg Lenqth = 80.00 ft, Bldg Fiidth = 00.00 £t e-9 719 0.08 0.32 0.40 Loaded for 10 PSP non-concurrent BCLL. IRC/IBC truas plate valuee are baaed on Mean roof haiqht = 15.50 ft, mph = 90 20 psf bottom chord live load NOT raquirad testinq and approval aa raquired by IBC 1703 ASCE7 II Standard Occupancy, Dead Load = 12.0 psf trca vOnca CSZ r�ss a'OItCY CSI on thia trusa, per IBC/IAC requiremente Por and ANS2/TPI and are reported in available Designad as Main Wind Force Reaiatinq System 1-6 -399 0.09 3-e �52 0.56 attics with limited storaqe. documants as ER-1607 and ESR-1118. - Lorv-risa and Compon�nta and Claddinq 2-6 -llld 0.90 6-8 -299 0.30 T=ibutary Area = 40 eqft 2-7 -299 0.30 4-9 -1119 0.90 3-7 C52 0.56 5-9 -399 0.09 MAX D&F'LECTION (apan) : L/999 MEM 4-5 (LIVE) LC 1 I� -0.09" D= -0.03" T= -0.12' - -= Joint Locationa = 5-0-0 5-0-0 5-0-0 i 5-0-0 i 1 0- 0- 0 6 0- 0- 0 2 5- 0- 0 7 6- 8- 0 5-0-0 10-0-0 15-0-0 20-0-0 3 10- 0- 0 8 13- 6- 0 1 15- 0- 0 9 20- 0- 0 .1 10-02 �3 10 4 5� 5 20- 0- 0 1� -12 00 � 4X6 3X8 3X8 17-0-0 ��$ SHIP 1.SX4 1.SX4 I,-0-0 I,.� 4X4 3X4 SX6 4X4 W:508 W:508 R:1307 R:1307 U:-125 U:-125 �� 20-0-0 �� r6 7 8 9i 6-8� 6-6-0 � 6-8-0 � 6-8-0 13-4-0 20-0-0 10/21/2015 All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detall Reports available from Truswal software,unless noted. Scale:1!8"=1' AUTOMATED WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ob Name:srRucK This design is(or an inAivitlual DWIEing wmpomnt oot ttuas sptam.It has bomn Oaaetl on sp�ciflcations proviNtl Dy tM tanponant manu(actu� Chk; 8 U 1 LDI N G and Aone In accordance wIM the curroM v�rsions of TPI and AFPA deslgn shndartls.No reaponalbility is assumed tor tllmensional xcuraq.Dimendons COM PON E NTS ��to b�verifisd by M�eomponant manuh�luror andlor buflOing d�signa prior M taEricatlon.TAa buildiny d�sipn�r must asurtain that the loads D��r� �G utllizad on this tlasign mwt or exceed the beAing Impossd by ths local bulldinq wds and ths partleular appllcallon.Tha wmponant manufacturer Is not tha � Live 35.00 pe! DuiFacs L=1.15 P�1.15 building deaignw.Tlw dqlgn asaum�a tha!the top choM la letenlly braced by the roof or floor shesthing and the bottom chord Is laterally braeeE by a rlgld ahasthing materlal tlincUy atfa�hed,unlsss oMarwis�note0.Bracing ahown Is tor lateral support of componant mamCen only W roduca bu�klinp Nngth.Thls TC Daad 10.00 pHf Rep D9�r BDd 1.15 1111 8TH STREET comPonent ahail nol be placecf In any envlronment that will cauu Me mofsWre cro�hnt of the wooO to erceed 19Y.andlor wuse connector plab corrosbn. HC Live 0.00 paf O.C.Spacinq z- o- o CHETEK�W��728 Fabricab,Aandk,Install and bnce thla trusa In accordance with the(ollowing starMards:'Jolnt and Cuttlng Datall R�ports'awllabla as output from T'uawal PHONE: 800 524-9990 software,'ANSVTPI 1','WTCA 1'-Wood Truss Counefl of Amarica ShnAaM Desiqn RasponsibilHies,'BUILOING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 pef DlBiqn SpeC IRC-2012 � � (BCSI)and'BCSI SUMMARV SHEETS'by WTCA and TPI,The iruss Plate Institute(TPI)is bcated M 218 N.�ee Street Suite 312, FAX:(715)924-2585 ANzandria,VA 22314.TM Am�ritan Forcat and Paper bsociefion(AFPA)is 1ocaMd at 1171 19th Street,NW,Ste 600,Waahington,DC 30036. TOTAL 55.00 E18f Seqn T6.5.20 - 126263 _ Work Order: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: A1 Qt : 1 Desc: GABLE BRG X-LOC REwCT SIZE REQ'D TC 2x4 SPF C1650F1.SE Web bracinq requirad at aach location shorrn. QPLIFT REACTZON(S) : 1 0- 1-12 ae1 3.so•' 1.5a" BC 2x4 SPS M1/�2-CAN � Refar to BCSI for propar raquired lateral Support Idain Wind Non-Wind 2 0- B- 0 322 5.50" 1.50" MES 2x3 3PF �3-CAN reatraint. For alternative aeb bracinq, 1 -353 lb 3 2- o- 0 150 s.50" 1.50" 2x4 SPF �3-CAN 18-1, 35-17 sea ITFTBCG's atandard d�tails. 2 -366 lb d 3- d- 0 146 3.50" 1.50" 2x3 SPF �1/�2-CAN 25-8, 26-9 ;*[PD1]=pLATE MONZTOR USED-3ee Joint Aeport** 3 -75 lb 5 �- 8- 0 147 5.50" 1.50" 27-10 Deaiqned per ANSI/TPI 1-2007 4 -67 lb 6 5- o- 0 147 5.50^ 1.50^ Bearinqs detiqned foz an EcPerp value of the Fabrication Tolezance = 16.09 5 -69 lb 7 7- a- 0 147 5.50�� 1.50" lesear of thm truas chord lumber valua or Plating is basad on quality control factora 6 -65 lb 8 8- 8- 0 147 5.50'� 1.50^ 425 for all bearinqa. Cq = 0.84 for ride face and 7 -49 lb 9 10- 0- 0 199 5.50" 1.50" This desiqn doee not account for long term Cq = 0.94 for narror face. 8 -22 lb l0 31- a- 0 1C7 s.so�� 1.50^ time dependent loading (creep). Buildinq Any altezationa to thia are shorn for 10 -22 lb 11 12- 8- 0 1a7 5.50" 1.50" Dosiqner must account for thie. individual jointa on tha Joint Rsport. 11 -69 lb 12 iC- o- o ld7 5.50'� 1.50^ THIS DESIGN IS T8E COQlPOSITE RESDLT OF Refer to Joint QC Detail Sheet for 12 -65 lb 13 iS- a- 0 147 5.50�� 1.50" MULTIPLE LOAD CASES. Maximum Rotational Tolarance uaed 13 -69 lb 14 16- 8- 0 1<6 5.50�' 1.50'� Loaded for 10 PSF non-concuzrent BCLL. IRC/IBC truss plata valuea are based on 14 -67 lb 15 18- 0- 0 150 5.50" i.50^ Mark all interior bearinq locatione. teatinq and approvel ae required by IBC 1703 15 -75 lb 16 19- C- 0 322 5.50•� 1.50^ install intarior avpport(s) 1»fore erection. and ANSI/TPI and aro reportad in available 16 -366 lb 17 19-10- 6 4B1 3.50" 1.50" Gable verticals are 2x 3 web material spaced documents an ER-1607 and ESR-1118. 17 -353 lb at 16.0 " o.c. unl�as not�d otherwisa. HORIZONTAL REACTION(S) This truas is desiqned uainq the i'C t'OtiCE wa. stm CSi Top chosd aupporta 24.0 " of uniform load aupport 2 215 lb� ASCE7-OS 91ind Specification 1-2 -28s 0.02 0.00 0.03 at 35 psf liv� load and 10 paf dead load. aupport 16 -215 lb Hldq Enclosed = Yes, Importmca Factor = 1.00 2-3 -250 0.02 0.01 0.03 Additional deeiqn conaiderations may be 20 paf bottom chord live load NOT zequired Trusa Location = &nd 2one 3-t -206 0.01 0.0� 0.02 required if eheathinq ie attachad, on this truss, per IBC/IRC requirements for Hurricane/Ocean Line = No , Exp Cateqory = C d-5 -166 0.00 0.02 0.02 Brace qable atuds in accordance rith attica rith limited storage. Bldq Lenqth = 80.00 ft, Bldq iPidth = 40.00 ft 5-6 -125 0.00 0.02 0.02 Trusral Systema atandard gable bracing Mean roof heiqht = 15.50 ft, mph - 90 5-7 e� o.00 0.02 0.02 details and charts. ASCE7 II Standard Occupancy, Dead Yoad = 12.0 pef 7-B 129 0.01 0.02 0.03 Diaqonala shoxn ara part of the stru t e f T T T T TTT D�aignad as Main Wind Forca Reaiating Syatem 8-9 172 O.o2 0.02 0.0o th�s truPP and may not be g�gved�$� � � RI �I 'pl 'p��I �I �I RI �� - Low-�se and Compoqente and Claddinq 9-10 172 0.02 0.02 O.OG ma be a liad for additio�Sfi� o� v F Y 4 Tributa Area = 40 a ft 30-11 329 O.ol O.o2 0.03 reaist lataral loada, by ot'F�i�'s,-but �s not'" 11-12 87 0.00 0.02 0.02 raquired unleas noted. Lateral .loads ha�iA-0 � 10-0-0 � 12-13 -125 0.00 0.02 0.02 not beon analyzad unlass indicat4� 3 4 5 6 7 8 9 10 11 12 13 14 196 NAX D&FLECTION (apan) : 13-14 -166 0.00 0.02 0.02 �- � L/999 MEM 8-9 (LIVE) I.0 16 1a-15 -206 0.01 0.01 0.02 �1 2�� ,�2 0� I Ls 0.00" D= 0.00" Ta 0.00' 15-16 -250 0.02 0.01 0.03 16-17 -285 0.02 0.00 0.03 R3X4 � Joint Locat3ons 1 0- 0- 0 19 0- 8- 0 � �� ' � �gI 1.SX4 1.5X4 2 0- 8- 0 20 2- o- o 18-19 0 0.00 0.01 0.01 3 2- 0- 0 21 3- 4- 0 i9-20 0 0.00 0.01 0.01 1.SX4 1.SX4 4 3- 4- 0 22 1- e- 0 2o-2i o o.00 o.oi o.oi 21-22 0 0.00 O.ol 0.01 1.SX4 1.SX4 5 4- 8- 0 23 6- 0- 0 6 6- 0- 0 24 7- 4- 0 22-23 0 0.00 0.01 0.01 7 7- 4- 0 25 8- 8- 0 z3-za o o.00 o.oi o.01 7.SX4 1.5X4 2a-25 0 0.00 0.01 0.01 11-0-0 3X4 �� 8 8- 8- 0 26 10- 0- 0 25-26 0 0.00 o.oi o.oi 1.SX4 1.SX4 SH�P 9 lo- o- 0 2� 11- 4- 0 io ii- a- 0 2e ii- a- o 2c-2� o 0.00 O.oi 0.01 1.5X4 1.SX4 il 12- 8- 0 29 12- 8- 0 27-28 0 0.00 0.01 0.01 12 14- 0- 0 30 14- 0- 0 28-29 0 0.00 0.01 0.01 1.SX4 1.SX4 13 15- 4- 0 31 15- 4- 0 29-30 0 0.0o O.o1 0.01 3X4 14 16- 8- 0 32 16- 8- 0 30-31 0 0.0o O.Oi 0.01 I1-0-0 I�-0 15 18- 0- 0 33 18- 0- 0 31-32 0 0.00 o.oi o.0i 16 19- 4- 0 34 19- 4- 0 32-33 0 0.00 0.01 0.01 3X4 17 20- 0- 0 35 20- 0- 0 33-34 0 0.00 0.01 0.01 3X4 1.5X4 1.5X4 1.SX4 7.SX4 18 0- 0- 0 3�-35 0 0.00 o.oi o.oi 1.5X4 1.5X4 1.SX4 1.SX4 1.SX4 � �� I � �� CgI 1.5X4 1.SX4 1.5X4 1.5X4 i-ie -a�e o.ii io-z� -izo o.io S=4X4 1.SX4 1-19 392 0.17 11-29 -120 0.22 1� 1� 2-19 -301 0.03 12-30 -121 0.15 20-0-0 3-20 -i22 o.oa 13-31 -120 o.io '1819 20 27 22 23 24 25 26 ?T829 30 31 32 336� ,_21 _lZo o.a6 1C-32 -320 0.06 �$-0� �1�l�l�l�1�l�l�1�1$1�l�l�1 �l� 5-22 -120 0.30 15-33 -122 0.04 6-23 -121 0.15 16-3� -301 0.03 ,-Z, _lZo o.Z2 1,_,. 392 0.�, 10/21/2015 8-25 -120 0.10 17-33 -478 0.11 9-26 -183 0.19 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positloned per Joint Detait Reports available from Truswal software,unless noted. Scale:1/8"=1' AUTOMATED WARN ING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ob Name:srRucK This design is for an individual builEing eomponent not truas aystem.It has basn baseA on speciRcationa proviME Cy Ne wmponent manufactunr C�y]�; BU ILDI NG and done in accordance wlth the curreM verslons of TPI e�d AFPA deslgn standards.No responalbillty Is assumad Tor dimanslonal accurory.Dimenslons are to t»verified by Na componeM manufaeturer anGlor buildi�p Msfpnw prior to hCAcaHon.Tha 6uildfng dasiprrer musl aaesrtain that the bada Deqnr: ADG COM PON ENTS utilizatl on thle design mwt or�xcaed tha loadi�g imposed by tM local bulldinp coda and the paNcular applicatlon.TM aomponent manuMcturer Is na the TC Live 35.00 psf DurFaCs I.sl.15 P�1.15 buflding daslgner.TM deslgn asewnaa that tha top ehord h latarelyr braud by tM roo/w floor shwUin9 arM tM boMom ehoM Is latsroly braced by a rlg{d sheathing rtwtsAal Glroctly attaehe0, unle�s othenWs�noted.Bracinp shown is for latanl tuppoR ot compon�nt membars only to reduce buckllny lenpth.Thls TC Dead 10.00 pef Rap bIl�r Bnd 1.15 1111 8TH STREET cwn(w�ent shall not be placetl in any environmant that will uuse lM molaturo content of the wood to e�ceed 19X andlor quse wnnxtor plate corrosion. gC Live 0.00 Paf O.C.SPACinfJ 2- 0- 0 CHETEK�W��728 Fab�icah,Aandle,InsUll and bnca thls Wu In aceordancs with Me folbwing standards:'Jolnt and CutHng DMall Reporb'avallebla as output from Truawal PHONE: 800 524-9990 soNwM'ANSVTPII','WfCA1'-WooATrussCouncilofAmaricaStandardDsslqnReaponaibilitles,'BUILDIN6COMPONENTSAFETYINFORMATION'• BC DoBd 10.00 F/8f DeeifJn SpeC ZRC-2012 � � (BCSI)and'BCSI SUMGARY SHEETS'by VYfCA and iPl.The Truss Plate InsUfute(TPI)Is bcated M i18 N.Las Street Suke 372, FAX:(715)924-2585 Alexandrla,VA Y2310.The Ameritan Pwa�t and Paper Asaocfation(AFPA)is located at 1711 19th SVwt,NW,Sb 800,WashingWn,DC Y0036. TOTA2. 55.00 pa£ Seqn T6.5.20 - 126264 Work Order: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: A2 Qt : 2 Desc: GIRDER 6nG x-i.oc nEl.cP sixE xeq�n TC 2x6 SPF C1650F1.SE '*[PM]=PLATE elONSTOR USED-See Joint Aaport** + + + + + + + + + + + + + + + + + + + + + + 1 0- 2-12 5191 5.50" a.07" BC 2x8 9P 2400E-2.0& Daeiqned por ANSI/TPI 1-2007 Nail pattern ahown is for PLF loads and 2 19- 9- a 5191 5.50'� d.07�� NEB 2x4 SPF �3-CAN Fabrication Tolerance = 16.08 point loads converted to PLF loads only. 2x4 SPP #1/k2-CAN 7-3, 3-9 Bearinqe desiqn�d for an FePerp value of the Concentrated loads MUST be distributad to i'c F'oacs wa. sxn CSZ PLT BLK 2x4 SP8 �1/y2-CAN lesaer of the truae chord lvmber value or each ply equally. Multi-ply vith hanqers are i-2 -5415 0.03 0.18 0.20 Lumber shQar alloaabl�s are par NDS. 425 for all b�arings. based on hangar naila uaing 3.0" naila mi.n. 2-3 -5215 0.03 0.09 O.i3 This desiqn doea not account for long term Plating is basad on qual3ty control factora into the carrying member. 3-4 -5213 0.03 0.09 0.13 tima dwp�ndant loading (craep). Buildinq Cq = 0.84 for wid� faca and if shovm, uae additional faetenara for point �-5 -5413 0.03 0.17 0.20 Designez must account for this. Cq � 0.94 for narrow face. loads as indicated from the back plys, Refer to Joint QC Detail Sheet for Any alterations to this are shorn for distributed syc�etrically around the hanger. Ec Foxct wQ, sem CSI Maximum Rotational Tolerance uaed individual jointe on the Joint Report. Daa any other approved datail (by others). 6-7 3671 0.08 0.21 0.28 IRC/IBC trusa plate valuea ars baaad on THIS DESIGN IS T9E COMPOSITE REStJLT OF lOd = lOd NAILS, SDS = 3impaon SDS acrara 7-8 2536 0.05 0.20 0.26 testinq aad approval as required by IBC 1703 NQLTIPL& LOAD CA9ES. or equivalent avbstitute. 8-9 2536 0.05 0.20 0.26 and ANSI/TPI and ara reported in available Loaded for 10 YSF non-concurrent BCLL. (*) = Special Connaction Req. (by others) 9-10 3670 0.08 0.21 0.28 documents aa ER-1607 and ESR-1118. Permanent bracinq ia zequired {by othera) to @ = Indicates load ia evenly distributed 2-PLY! Nail M/lOd C0�4JON, atagqerad(per NDS) prevent rotation/toppling. See BCSI (no additional faatenera raq.) tieB FORCE CSI tie.B iroRCa Csi in: TC- 2 BC- 2 WESS- 2 **PER £OOT!*+ and ANSI/TPI 1. + + + + + + + + + + + + + + + i + + + + + + 2-7 -23d 0.05 3-9 3C91 0.13 Cluster screxa, it ahown, are 3" long. OPLIFT REACTSON(S) : + + + + + + + + + + + + + + + + + + + + + + 3-7 3d95 0.<3 4-9 -234 0.05 HORI20NTAL REACTION(S) : Support Main Aind Non-Wind NAIL pattarn shorr� ia based on: support 1 -296 lb 1 -382 lb lOd BOX = 0.128" dia. x 3.0" lonq nail This truae is dtsignod using tha 2 -382 lb lOd COtMfON = 0.148" dia. x 3.0" long nail ASCE7-05 Wind 3pecification 20 pef bottom chord live load NOT required 16d 80X = 0.135" dia. x 3.5" lonq nail Bldq fincloaed = Yss, Importance Factor = 1.00 on this truae, per IBC/IRC requirementa for 16d COl�II90N = 0.162" dia. x 3.5" lonq nail Truss Location = Not End Zone attics aith limited storaqe. + + + + + + + + + + + + + + + + + + + + + + Hurricane/Ocean Line = No , Exp Cateqory = C ----------LOAD GS& N1 DESIGN LOADS ---------------- Bldg Lenqth = 80.00 Pt, Bldq oPidth = 40.00 ft Dir L.Plf L.Loc R.Plf R.Loc LL/TL Mean roof height = 15.50 ft, mph 90 TC Vert 90.00 0- 0- 0 90.00 20- 0- 0 0.78 ASCE7 IZ Standard Occupancy, Dead Load 12.0 paf BC Vert 20.00 0- 0- 0 20.00 1- 0- 0 0.00 Dasiqned as Main 1Pind Force Rasi�tin - at 4-10$ 4-10$ 5-1-8 SC Vert 10.00 1- 0- 0 10.00 19- 0- 0 0.00 - Low-rise and Compononts and Claddi�p�,g 10-0-0 14-10-8 20-0 BC Vert 20.00 19- 0- 0 20.00 20- 0- 0 0.00 Tributary Area = 189 aqf� ------------ CRITICAL POINT LOADS ------------------ .' 10-02 f3 10-4 5� Typa X.Loc Max/Dur Min/Dur p,p�yg BC Vert 2- 0- 0 929/1.15 -58/1.60 BC Vart 4- 0- 0 929/1.15 -58/1.60 REQUIRED 12 00 -12.00, BC Vert 6- 0- 0 929/1.15 -58/1.60 BC Vert B- 0- 0 929/1.15 -58/1.60 RSXS SC Vert 10- 0- 0 929/1_15 -56/1.60 BC Vert 12- 0- 0 929/1.15 -58/1.60 BC Vert 14- 0- 0 929/1.15 -58/1.60 BC Vert 16- 0- 0 929/1.15 -SB/1.60 BC Vert 18- 0- 0 929/1.15 -58/1.60 1.5X4 1.SX4 MAX DEFLECTION (span) : 11-0-0 11-0-0 L/999 MEM 7-8 (LIVE) LC 1 SHIP L= -0.09" D= -0.05" T= -0.19' Joint Locationa =- 1 0- 0- 0 6 0- 0- 0 6X6 6X6 2 5- 1- 6 7 6- 9- 0 3 10- 0- 0 8 12- 0- 0 I1-0-0 I1-0 4 14-10- 6 9 13- 3- 0 RSX12 S=8X8 5 20- 0- 0 10 20- o- o RSX12 W:508 W:508 R:5191 R:5191 U:382 U:.382 � 20-0-0 i 6 7 8 9 10 6-9� 6�-0 � 6-9-0 � 6-9-0 13aA 20-0-0 10/21/2015 All pfates are 20 gauge Truswal Connectors untess preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:118"=1' AUTOMATED WARN ING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ob Name:sTRucK This tlesipn is for an inAivitlual builAing compo�ent not truas nyabm.It haa bean basetl on spetiflptlons proviAed 6y tM wmponent manuhcturor C�: BU I LDI NG and done In accordance wIM the cumM varslona of iPl and AFPA daslgn standards.No responslbility Is asawred br dimenabnal acwracy.Dimensbns are to ba wriHed by Na wmpon�M manufacturx m�d/or building dsalgnw prfor to fabricaUon.Tha building dssipn�r must asnrtein tAat tha bads Deqnr: ADG COM PON ENTS utfllzetl on thls dasipn msst or axceW tha Ioading imposad hy tM loeel butlAing wAs antl Ma partleular appileallon.The wmponent manutadurvr Is not the TC Live 35.00 paf DurFaea I.�1.15 P=1.15 bullding dsalgner.The dulgn esswws thM tha lop chord is latarally bnced by tha roof or floor eh�afhing and the bot[om chord Ia IaNrally MawU by a rlqid aheat�in0 material tllrocGy attached,unless othanWse notsd.Braeing ahown Is for Irtanl support of componsnt mambero only fo reduce buckling knpth.This TC Dead 10.00 paf Rap !4>r BAd 1.00 1111 8TH STREET component ahall not be placed in a�y enNronment thrt will uuse the molsWre conteM of tha wood to oxceed 19%andlor puss tonneclor plata corrosion. gC L;,,e 0.00 paf O.C.Spacinq z- o- o CHETEK,WI 54728 Fabrlcate,handle,insnll and brace Mb wss In accordance wIM th�following sUMards:'Jolnt and Cuttlng DNail Raports'avaYable as output from Truswsl PHONE• 800 524-9990 �OR'�'are,'ANSIITPII','WTCA1'-WootlTrupCounUlMAmericaStandardDesignRaeponslbi1111ea,'BUILDINOCOMPONENTSAFETYINFORMATION'- gC Dead 10.00 paf Deeiqn SpwC ZRC-2012 • � � (BCSI)and BC31 SUMMARY SHEETS'by WTCA and TPI,The Truu Plate InsNtute(TP�Is bwtad at 278 N.t.ea Street Suite 312, FAX:(715)924-2585 Alsrandrla,VA Y231�.The Amedcan Foroat and Papsr 11�s«faHon�APPA)la IotMad�t 1111 19th StreM,NW,Sh 800,Wnhington,DC 20036. TOT71L 55.00 pef Secln T6.5.20 - 126265 . Work Order: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: B Qt : 9 Desc: COMMON saG x-iAC naACt SizE xaQ'n TC 2xG SPF �1/�2-CAN Web bracing requirod at each location shovm. Lnd verticals are desiqned for axial loade i o- 2-i2 11ee 5.50�� 1.80^ BC 2x4 SPff C1650F1.SE � Refer to HCSI for propor required lateral only unless aotad othorwiao. Z I6-10- 8 929 3.00�� 1.50" N8B 2x3 SPF �3-CAN testraint. For alternative web bracinq, &xtensions above or balor the trusa profile 2x4 SPS p3-CAN 6-1, 9-5 aes 2TWBCG's atandard datails. (if any) hans baan dasigned for loadn i'C POnCE wa. atm Csi 2x3 SPF *1/�2-CAN 7-3, 3-8 Deaiqned per ANSI/TPI 1-2007 indicated only. Horizontal loads applied at 1-2 155 0.03 0.28 0.31 Baarings dasiqn�d for an FCPerp valus of tha Fabrication Tolmranc� = 16.08 ths end of tha ext�nsiona hav� not been 2-9 -ea1 o.oi o.2� 0.28 lesser of the truas chord lumber value or Plating ia based on quality control factors conaidered unleea shorm. A drop-leq to an 3-4 -850 0.01 0.27 0.28 425 for all beariaqa. Cq = 0.84 for xida face and otharriso unsupported rall may create a 1-5 159 O.00 0.29 0.33 This desiqn does not aecount for long term Cq = 0.94 for narrov face. hinqe effect that requires additional desiqn time dependent loadinq (creep). Buildiaq Any alteratione to this are ahorn for conaideration (by others). BC Foitca AIQ. stm CSI Deaignez muat account for this. individual joints on the Joint Report. UPLIFT R&ACTION(S) : 6-7 5a2 0.04 0.18 0.22 THIS DESIGN IS T9E COl�POSITE RESIILT OF Refar to Joint QC Datail Sheot for Support Main Wind Non-iPind 7-8 C00 0.03 0.16 0.19 MULTIPLE LOAD CASES. Maximum Rotational Tolerance ueed 1 -112 lb B-9 552 0.04 0.18 0.22 Loaded for 10 PSF non-concurrent SCLL. IRC/IBC trusa plate valuea ara based on 2 -58 lb HOAZZONTAL AEACTION(S) : teatinq and approval ae reqvired by ISC 1703 This truss is deaiqned uainq the otss tronC¢ Csx nEe roxC& Csi support 1 251 lb and ANSI/TPI and ara reported Sn available ASCE7-OS Nind Specification 1-6 -373 0.08 3-8 315 0.�5 support 2 251 lb documonts as ER-1607 and ESR-1118. Bldq Encloaed = Yoa, Importanco Factor = 1.00 2-6 -905 0.60 4-8 256 0.20 20 paf bottom chord live load NOT required Truss Location = Not End 2one 2-7 2a6 0.19 C-9 -907 0.60 on this trusa, p�r IBC/IRC roquirucents for Hurricane/Ocean Lina = No Exp Catsqory = C 3-7 325 O.C3 5-9 -161 0.0� attics with limited storaqe. Bldg Lenqth = 80.00 ft, eldg Nidth = 40.00 ft M�an roof height = 15.00 ft, mph = 90 ASCE7 II Standard Occupancy, Dead Load = 12.0 paf Desiqned as Mnin Wind Force Resiatinq Systmm - Lov-riae and Components and Cladding Tributary Area = 34 aqft 4•3� 4-3-0� 4-3� 4�3-0_i 4-3-0 8�6-0 12�9-0 17-0-0 MAX DEFLECTION (span) : 8-6-0 8-6-0 L/999 MEM 4-5 (LZVL) LC 1 �1 2 t3 4 5� � -0.06" D= -0.02" T= -0.08' Joint Locationa - 12.00 -12.00� 1 0- 0- 0 6 0- 0- 0 2 4- 3- 0 7 5- B- 0 R4X4 3 8- 6- 0 8 11- 4- 0 C 12- 9- 0 9 17- 0- 0 5 17- 0- 0 3X8 3X8 10-0-0 10-2-15 SHIP 1.SX4 1.SX4 I�-�-0 I��-0 4X4 3X4 3X4 4 W:508 W:300 R:1148 R:929 U:-712 U:-58 7�i 17-0-0 6 7 8 9� 5-8� 5-8-0 � 5-8-0� 5.�-° ,,.�-0 ,�-0-° 10/21/2015 All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 76 gauge,positioned per Jofnt Detail Reports available from Truswal software,unless noted. Scale:5/32"=1' AUTOMATED WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ob Name:srRucK Thia design is for an intlivitlual Duiltling component not truss sysbm.It hss been based on apeoifieationa provlEeE Dy tM eomponant mmutacturer Chk: BU I LDI NG and done In accordance wifh the curraM verslons of TPI and AFPA dssipn standartla. No reaponsibility Is asaumed for dimemlonal xcurocy.Dlmenabns an to be veriflad by the component manufaclursr anNor builtlinq desipnx prior to hMlcaUon.TM buliding dasfgner must ascartain that tha loads Deyn=: ADG COM PON ENTS udNzed on Mie daslpn meet w excaed tha loading Imposetl by tM bcal bulldinp code and the particula�appllcatlon.The wmponent manufacturer Is not tM � Live 35.00 pef DuzFaCa 5.�1.15 P�l.15 buliding tleslgner.TM dulgn aasum�s that ths top ehoM Ia leteroly brocad by tha roof or floor ahsething and the botlom NaM is lanralyr braced by a rigid aheathing material dinc[ly ffitached,unNss othwMsa notad.Braclnp shown Is for latanl suppoR of compon�nt memben only W nAuce buckling IengM.This TC Dead 10.00 paf Rep Mbr Snd 1.15 1111 8TH STREET component ahall not ba plaud 1�any envlronment that will puw the mo4Nre contart of tha wood W excesd 19%andlor causr connwtor plate corroslon. $C L1VB 0.00 paf O.C.Spacinq 2- o- o CHETEK�W��7Z$ Fab�twb,handle,Insfall and brace[hle trusa In accordanca with th�following atandards:'Jo1nt and Cuttlny Dvlall Reports'availabls as outpW hom Truswal PHONE:/800 5249990 g��'��PI 7','WTCA 1'-Wood Truss Council of Americe Standard Desig�ResponslbilNiea,'BUILDIN6 COMPONENT SAFETY INFORMATION'- BC Dflad 10.00 pef Deaiqn SpeC IRC�2012 1 � (BC51)and'BC31 SUMMARV SHEETS'by VYTCA and TPI.The Tnua Plate InsNtute(TP�Is bwted at 278 N.lee Stroet Suite 312, FAX:(715)924-2585 AkYendria,VA Y2311.Ths Amsritan Foroat and Paper Association(AFPA)Is lo�ated M 7771 19th Siresl,NW,Sb 800,Waahington,DC 20036. TOTAL 55.00 P!P Seqn T6.5.20 - 126266 . Work Orde�: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: B1 Qt : 2 Desc: COMMON exG x-7.oC tesacT S22E xeQ�n TC 2x4 SPF #1/�2-CAN iieb bracinq required at each location ahown. End verticala are dee3qnad for axial loadn 1 0- 2-12 11C2 5.50" 1.79" BC 2x4 SPF C1650F1.SE � Refar to BCSI for propar raquired lataral only unlosa noted otharwise. 2 16- 9- 4 935 5.50'� 1.50'• V7EB 2x3 SPF J�3-CAN reatraint. For alternativQ web bracinq, Exteneions above or belox tha truss profila 2xd SPS #3-CAN 6-1, 9-5 sea ITWBCG's atandard details. (if any) havs bean dwaign�d for loads i'C FOACa 7�. stm csx 2x3 3PF $1/�2-CAN 7-3, 3-8 Designed per ANSI/TPI 1-2007 indicated only. Horizontal loads applied at 1-2 155 0.03 0.28 0.31 Bearinqa desiqned fo= aa FCPerp valuo of th� Fsbrication Tolaranco = 16.08 th� end of tha extanaione have not b�an 2-3 -834 0.01 0.27 0.27 lesaer of the trusa chord lumber valua or Platinq ia based on quality control factora coneidered unlesa nhown. A drop-leq to an 3-4 -839 0.01 0.26 0.27 425 for all boarinqe. Cq = 0.84 for rid� faco and other�vise unsupportad rall tnay croata a �-5 155 0.03 0.28 0.31 This desiqn doea not account for lonq term Cq = 0.94 fo= narroW face. hinqe effect that requiraa additional design time depeadent loadinq (creepj. Suildinq Any alterations to thie are ahovn for eonsideration (by othera). BC FOAcB Nw stm csI Deaiqner muat account for this. individual jointa on tha Joint Report. OPLIFT REACTION(8) : 6-7 537 0.04 0.18 0.22 THIS DESIGN IS THE COldPOSITE RE3IILT OF Rafer to Joint QC Detail Shaet for Support Main Wind Non-iPind 7-8 395 0.03 0.16 0.19 MULTIPLE IAAD CASE9. Maximwn Rotational Tolerance used 1 -112 lb 8-9 53� 0.04 0.18 0.22 Loaded for 10 PSF non-concurrent BCLL. IRC/ISC truas plate valuee are based on 2 -59 lb HORIZONTAL REACTION(S) : teotinq and approval aa required by IBC 1703 This trusa is deaiqned usinq the Nss e+oxCs Csx �e troxCs Cst aupport 1 251 lb and ANSI/TPI and ara reported in availabla ASCE7-05 Wind Spacification 1-6 -373 o.oe 3-8 325 0.�0 support 2 251 lb documenta as ER-1607 and 8Sx-1118. Sldg Encloned = 7ces, Importanc• Factor = 1.00 2-6 -898 0.59 4-8 253 0.19 20 paf bottom chord live load NOT requirad Truss Location = Not End 2one 2-'f 246 0.19 1-9 -898 0.59 on thia truss, p�r IBC/IRC raquir�nta fox Hurricane/Ocean Lina = No 8xp Catagory = C 3-7 326 O.a3 5-9 -167 0.01 attic� with limitad atoraqe. Bldq Langth = 80.00 ft, Sldq iaidth = 40.00 ft Maan roof heiqht = 15.00 ft, mph = 90 ASC&7 SI Standard Occupancy, Dead Load = 12.0 paf Deaigned as Main Wind Force Resistinq Syatem - Low-rise and Components and Claddinq Tributary Area = 34 sqft 4-3� 43-0 i 4-3-0 � 4-3-0 i 4-3-0 8,6-0 12-9-0 17-0-0 MAX DEFI.ECTION (span) : � B-B-0 +, 8-6-0 . L/999 MEM 1-2 (LIVE) LC 1 1 2 3 4 5 L. -0.05" D= -0.02" T= -0.07' 12.r 00 -12.00 , -1==0Joi�ntOLoca6lone�- 0- 0 2 6- 3- 0 7 5- 6- 0 R4X4 3 8- 6- 0 8 I1- 4- 0 � 12- 9- 0 9 17- 0- 0 5 17- 0- 0 3X8 3X8 10-0-0 10-2-15 SHIP 1.5X4 1.5X4 I,�-0 I,�.� 4X4 3X4 3X4 4X4 W:508 W:508 R:1142 R:935 U:-112 U:39 1� � 17-0-0 i 6 7 8 9 5-6-0 � 5�� 5-8-0� 5-�-° 1,.�-° ,�-0-0 10/21/2015 All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:5/32"=1' AUTOMATED WARN ING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ob Name:srrtucK Thie tlesign is for an intlivitlual Duiltling eomponent not truss sysbm.It has been Easatl on speciFlntions proviAaA Dy tM wmponant ma�ufacturer Chk: BUILDI N G and done in accordance with the curreM verslons of TPI entl AFPA design sUndards. No naponal6ilNy Is as�umed for dim�nsfonal accuracy.Dimansiona are to bs varHied by ths component manu(uNrer and/or buildi�dssigner pAor to hbrlcatlon.The buiWing designer must ascerfain tlwt ths loads Deqtir: ADG COM PON ENTS utiNzed on this dasipn mwt u axeeetl tha loading Impoeetl by the locel buildinp code and tha partieular appllcatlon.TM component manuhcturer Is not tha building dnigner.The daelgn assumea that the tap ehortl Is INually Dracad by the roof or floor shaathing and Me bottom cMrd Is IaNrally brecad by a Agld TC LiVe 35.00 pa f D11LFaC6 7.=1.15 P�1.15 sherthing mabdal dinctty attxh�tl, unbas otherwfse notsd.Bradnp shown le tor lateral support of compon�nt m�mbsn only to nducs buckFny IenpM.This TC D@IId 10.00 Paf RaP t4bT Stld 1.15 1111 8TH STREET componant shall not be D�e�ed In any environmsnt that will uuse ihe mobNr�conMit of the wood to�xcoad 79W.andlor wuce wnrnctor plate corrosfon. $C Li�e 0.00 paf O.C.Spacinq s- o- o C HETEK�W��72$ Fabrlcato,handN,Irretsll and bnca thN Was In accordance wlth th�folbwing sLndards:'Jolnt and Cuttlny D�hll R�port+•avaNabla as outpul hom Truswal PHONE: 800 524-9990 ��a�e,'ANSVTPII','WTCA 1'•Wood Trusa Couneil of Americ�ShnAartl Oeolpn R�sponaibilHla,'BUILDING COMPONENT SAFETY INFORMATION'• BC Dead 10.00 Paf Deaign SP9C IRC-2012 � � (BCSI)and'BC51 SUMMARY SNEETS'by WTCA and TPI.The Trusa Plate Inatitute(TPn is bwted at 218 N.Lee Street SuiU 312, FAX:(715)924-2585 AlerarMria,VA2Z314.Tha Am�riun Foreat and PaperAssocletlon(AFPA)is locstsd a[1111 19th Strest,NW,6N 800,Washington,DC 20036. TOTAL 55.00 peP Seqn T6.5.20 - 126267 _ Work Order: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: B2 Qt : 4 Desc: COMMON enG x-i.oC nFaCr SIZE aEQ�n TC 2x4 3PF AS/#2-CAN Web bracinq requirad at aach location shonn. End verticals are deaiqnad for axial loada 1 0- 2-12 11a2 s.50^ 1.�9^ SC 2x4 SPF C1650&1.SE � Refar to SCSZ Por propar zaquired lateral only unlass notod othazviso. 2 16- 9- 4 1142 5.50�� 1.79'• qEB 2x3 SPF K3-CAN reatraint. For alternative reb bracing, Extensione abova or balo�+ the truss profile 2x4 SPF #3-CAN 6-1, 9-5 ee• ITWSCG's standard detaila. (if any) have baan d�siqned for loads 7'C P'OxcH nl¢. stm CSz 2x3 SPF *1/�2-CAN 7-3, 3-8 Deaiqned per ANSS/TPS 1-2007 indicated only. Horizontal loads applied at 1-2 155 0.03 0.28 0.31 Boarings daeiqn�d for an FcParp valu� of the Fabrication Tolasance = 16.08 tha end of the ext�naione have not bewn 2-3 -83a 0.01 0.2� 0.27 lesaer of the trvsa chord lumber value or Platinq ia based on quality control factora considered nnlesa shorn. A drop-leg to an 3-4 -834 0.01 0.27 0.27 925 for all baarings. Cq = 0.84 for aid� face and other�ris• unsupport�d vall may create a !-5 155 0.03 0.28 0.31 This desiqn doea not account for long term Cq = 0.94 for narro�v facs. hinqe effect that requires additional desiqn time dependent loadinq (creep). Suildinq Any alteratione to this are ahoNn for consideration (by others). BC FOACB AXL at7D csI Deeiqnez must account for this. individual joints on the Joint Report. tlPLIFT REACTZON{S) : 6-7 537 O.Oa 0.18 0.22 THIS DESIGN I3 THE COtQPO3ITE RE3IILT OF Refor to Joint QC Datail Sheat for Support Main Wind Non-Wind 7-B 395 0.03 0.16 0.19 MULTIPLE LOAD CASES. Maximum Rotational Tolerance used 1 -112 lb 8-9 537 0.04 0.18 0.22 Loaded for 10 PSF non-concurrent BCLL. IRC/IBC truas plata valuae are baaed on 2 -112 lb HORIZONTAL REACTION(S) : testinq and approval aa required by IBC 1703 This truss is designed uainq the Nse FonCs csx r28 TonCs Cst aupport 1 251 lb and ANSI/TPI and are raported in available ASCE7-05 iPind Spacification 1-6 -373 0.08 3-9 326 0.13 aupport 2 Y51 lb documenta as ER-1607 and SSR-1118. Sldq &nclosad = Yas, Importance Factor = 1.00 2-6 -898 0.59 C-8 2i6 0.19 20 psf bottom chord live load NOT required Trues Location = Not End Zoae 2-7 2<6 0.19 G-9 -898 0.59 on thie tzusa, par ISC/IAC rwquirements for Aurricana/Ocean Lina = No , Exp Cateqory = C 3-7 326 O.C3 5-9 -373 0.08 attics with limited etoraqe. Bldq Lenqth = 80.00 ft, Sldg Width = 40.00 ft !l�an roof height = 15.00 ft, mph - 90 ASC&7 II Standard Occupancy, Dead Load � 12.0 pat Dasiqnad as Ftain Wind Force Rasistinq Syatem - Lop-rise and Componente and Cladding Tributary Area = 34 eqft 4 7� 43-0� 4-3� 43-0 � 43-0 8-6-0 12-9-0 17-0-0 MAX DEFLECTION (epan) : � g.g.� � g�-0 � L/999 MEM 1'2 (LIVE) LC 1 1 2 3 4 5 L= -0.05" n= -0.02'• Tm -0.0�' � Joint Locationa 12,� .12.� 1 0- 0- D 6 0- 0- 0 2 4- 3- 0 7 5- 8- 0 R4X4 3 8- 6- 0 8 11- 4- 0 4 12- 9- 0 9 17- 0- 0 5 17- 0- 0 3X8 3X8 10-0-0 10-2-15 SHIP 1.5X4 1.5X4 I�-�-0 I�-�-0 4X4 3X4 3X4 4X4 W:508 W:508 R:1142 R:1142 U:-172 U:-112 �� 17-0-0 �� 6 7 8 9 5-8-0 � 5�8� 5-8-0 � 5.�-0 ,,.�-0 ,�-0-0 10/21/2015 All plates are 20 gauge Truswal Conneetors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:5/32"=1' AUTOMATED WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ob Name:srrtucK Thia tlesipn h for an intlividual DuiMing oomponant nol truu sysbm.It haa bsen Daaetl on specifintions proviCed by tM compo�feM manu�acturar Chk: BU ILDI N G and done In accordanu wiM tha curreM verslona of TVI and AFPA dedgn stnndards.No responsiblliry le assumed for dlmanNonai ucuracy.Dimanalona aro to be verifled by ths component manufacturer a�dlor buildilp designar prior to fabricafion.Tha 6uilding dnipnsr must asartain that ths bada Daqnt: ADG COM PON E NTS utilizad on this dssign ma�t w exeeM th�bading ImposeA by tM beal bulldlnp wda and tha partleular appNcallon.The eomponant menutaeturer Is nol th� TC LiVe 35.00 ps! DuiFaCe I.=1.15 P=1.15 building designer.The design assurn�s that lhe top chord Is latwdly bree�d by tM roof or fbor aheathing end tha botlom ehoM is isbrally Ixacad by e rlgid shoathing mnsrial tllreotly altachM,unNu othsrwfsa nofad.Bracing shown Is for latenl support of compon�M m.mbars only to reduca bucklfnp IanpM.Thla 1'C nead S O.00 paf Rap t9�r Snd 1.15 1111 8TH STREET componant ahalf not be placed i�any environmenl that will cauae the molature conlent of the wood to e:cwd 19%and/or nusa connector plab corrosbn. BC Live 0.00 paf O,C.Spacinq 2- 0- 0 CHETEK�W��72$ Fabricate,hand�e,Install and brau thh wsa In acrnrdance wtth the folbwing siandards:'Jolnt and Cuttlng Dehil RapoM'avallable as outpu[kom T�uawal PHONE: 800 524-9990 aoftwa'e,'ANSUTPI t','WTCA t'-Wood Trusa Counril of Amarlea Standard Oeslpn ResponsiDiliNes,'BUIIDING COMPONENT SAFEfV INfORMATION'- BC D9ad 10.00 F18f DaeiCJn Spec ZRC-2012 � � (BCS1�and'BCSI SUMMARY SHEETS'by NlTCA arW TPI.The Tws Plata Institute(TPI)It bcated at 118 N.Lee Stresl Suite 372, FAX:(715)924-2585 Akxandria,VA 2231s.Th�American Forest and Papsr Aesociation(AFPA)is localed M 1111 19th Strest,NW,Sh 800,WnA{ngton,OC 20036. TOTAL 55.00 pef Seyn T6.5.20 - 126268 . Work Order: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: B3 Qt : 2 Desc: GABLE etic x-wC nsac.^r 3I2E nBQ�n TC 2x< SPF $1/Y2-CAN Web bracing required at aach location shorn. End verticale are daeiqned for axial loada 1 0- 1-12 325 3.50" 1.50" BC 2x4 SPF C1650F1.SE � Refer to BCS2 for prop�r requirod lateral only unloss notad othorviao. 2 1-10- 0 2t5 5.50^ 1.50^ WEB 2x3 SPF #3-CAN restraint. For alternative reb bracing, &xtenaione above or balor the trusa profile 3 3- 2- 0 138 5.50" 1.50" 2x4 SPF #3-CAN 14-1, 26-13 aee ITWBCG's standard d�tails. (iP any) hava bean d�aiqned for loade < 1- 6- 0 117 5.50" 1.50" 2x3 SPF �1/�2-CAN 19-6, 20-7 Deaiqned pex ANSI/TPI 1-2007 indicated only. Horizontal loada appl3ed at 5 5-30- D la6 5.50" 1.50�' 21-8 Sabrication Tol�ranc• = 16.09 th� end of th� eateneions hav� not baan 6 7- 2- 0 148 5.50^ 1.50^ Platinq is baaed on quality control factore Bearinqa desiqnad for an FeParp value of the conaidered unlesa sho�rn. A drop-leq to an 7 8- 6- 0 161 5.50^ 1.50" Cq = 0.64 for rrida face and lassar of thm truss chord lumbez value or otherxiae unaupport�d wall may create a 8 9-30- 0 148 5.50^ 1.50^ Cq = 0.94 for narrow face. 425 for all bearings. hinqe effect that requirea additional desiqn 9 11- 2- 0 1d6 5.50" 1.50" Any alterationa to thia are ehovn for Thia deaiqn doea not account for lonq term conaideration (by othera). 10 12- 6- 0 147 5.50�� 1.50�� individval joints on the Joint Report. time dependent load.ing (creep). Building tlPLiFT REACTION(S) : � 11 13-10- 0 138 5.50" 1.50° Refor to Joint QC Detail 3heat for Deaignar must account for thia. Support Main iiind Non-iiind 12 15- 2- 0 245 5.50^ 1.50^ Maxinum Aotational Tolerance used THIS DESIGN ZS T� COI+IPOSITE RESIILT OF 1 -176 lb 13 16-i0- a 325 3.50^ 1.50^ IRC/IBC truas plata values are based on !![JLTIPLE LOAD CA3&S. 2 -231 lb testing and approval as required by IBC 1703 Loaded for 10 PSF non-concurrent SCLL. 3 -65 lb 2C Foacs x�, aam CSI and ANSI/TPI and ara raported in availabla Mark all interior bearing locations. 4 -69 lb 1-2 -230 0.02 O,o3 o.os documents aa ER-1607 and ESR-1118. Inatall intarior support(s) before aroction. 5 -71 lb 2-3 -167 0.00 0.0< 0.0< HORIZONTAL REACTION(3) : Gable verticala ara 2x 3 web material apacad 6 -23 lb 3-a -12e o.00 0.02 0.03 support 2 191 lb at 16.0 " o.c. unl�ea notwd otherwise. 8 -23 lb 1-5 -87 0.00 0.02 0.03 support 12 -191 lb Top chord supports 24.0 " of unifora load 9 -71 lb S-6 95 0.01 O.D2 0.03 This truss is d�siqned uainq th� at 35 psf live load and 10 psf dead load. 10 -69 lb 6-7 la3 0.02 0.02 0.05 ASCE7-OS Wind Specification Additional deaign considerations may be 11 -65 lb 7-8 143 0.02 0.02 0.05 Bldg Encloaed = Yas, Importance Factor = 1.00 required if aheathinq ia attached. 12 -231 lb 8-9 95 0.01 0.02 0.03 Trusa Location = End Zone r ce ab e s ud in acc rdan e with 13 -176 lb 9-10 -87 0.00 0.02 0.03 Burricane/Ocaan Liae = No Exp Cateqo = C T uax 1 at ms ta r ab e bracinq 20 paf bottom chord live load NOT required 10-11 -128 0.00 0.02 0.03 Bldg Length = 80.00 ft, Bld��' th � � q � �� on this truss, par IBC/IRC raquirements for 11-12 -167 0.00 0.04 O.oa Mean roof heiqht = 15.00 ft.--mp�c�-z $ � atructura of attica Mith limit�d storaga. 12-13 -230 0.02 0.03 0.05 ASCE7 II $tandard Occupanc}A,-10dbd Lo �C � �eN v�d. Sheathing Desiqned aa Main Nind Force Reaieting S may be applied additional support to eC l'oRCa A�. BND CSI - Lor-risa and Compononta and s, but is not NAX DEFLECTION (span) : 1a-15 0 0.00 0.01 0.01 Tributary Area = 34 aqft 3 4 e ir u la� n d� ral loads havs L/999 MEM 1-2 (LIVE) LC 1 15-16 0 0.00 o.oi o.01 �- not bean analy�sa indicated i� 0.00" D= 0.00" T= 0.00� 16-17 0 0.00 0.01 0.01 12.00 -72.00 17-18 0 0.00 0.01 0.01 . � Joint Locationa � ie-i9 0 0.00 o.oi o.01 R3X4 1 0- o- 0 14 0- 0- 0 19-20 0 0.00 0.01 0.01 2 1-10- 0 15 1-10- 0 z0-zl 0 O.oO O.ol o.ol 3 3- 2- 0 16 3- 2- 0 2i-z2 0 0.00 o.oi o.oi 1.SX4 1.5X4 4 4- 6- 0 17 4- 6- 0 22-23 0 0.00 0.01 0.01 5 5-10- 0 18 5-10- 0 23-24 0 0.00 0.01 0.01 1.SX4 1.SX4 6 7- 2- 0 19 7- 2- 0 2e-25 o O.00 0.01 o.oi 7 8- 6- 0 20 8- 6- 0 2s-2s o o.00 0.01 0.01 1.SX4 1.SX4 8 9-10- 0 21 9-10- 0 9 11- 2- 0 22 11- 2- 0 wse soxce csz ase roxcs csi 10 12- 6- 0 23 12- 6- 0 1-1e -3oe o.o� e-21 -122 O.oe 10-0-0 1.SX4 1.SX4 10-2-15 11 13-10- 0 2d 13-10- 0 1-is Za� o.ii 9-22 -izo o.i� SHIP 12 15- 2- 0 25 15- 2- 0 2-15 -155 0.06 10-23 -121 0.11 1.5X4 1.SX4 13 17- 0- 0 26 17- 0- 0 3-16 -113 0.07 I1-2� -113 0.07 �-17 -121 0.11 12-25 -155 0.06 s-ie -i2o o.v 13-25 zai o.ii 3X4 3X4 6-19 -122 0.08 13-26 -308 0.07 ,_zo _�.a o.�2 ,.�-0 I,.�-0 1. 3X4 1.5X4 1.SX4 3X4 1.SX4 1.SX4 1.5X4 1.SX4 1.SX4 1.SX4 1.5X4 1.SX4 �� 17-0-0 �� 14 15 16 17 18 79 20 21 22 23 24 2526 '.,°-0� l�111111111 1� ,.,a-0 � �,� � � � � �� ,� � t � 10/21/2015 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:5/32"�1' AUTOMATED WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Job Name:srttucK This tl�sign is for an individual building eomponent not truss sysbm.It�u Dean baseC o�specifications providea Dy the�omponant manufaoturar C}y]�; BU I LDI N G and done In accordance witl�the curteM versiona of TPI and AFPA design standarcls.No responsi6ility le asaumed for dimensional accu/acy.Dimenslon� De r: ADG COM PON ENTS are to bs varifiad Dy th�componant manuf�atursr afMlor building designer pdor to tabricaGon.Tha buiWiny dasip�r must ascarfain that M�bads � utiBzed on this d»Ign maet w exuetl tha bading imposatl by tlro local bulldinp wde and the pardeular applicatbn.TM wmponant manufacturer Is not tha � Live 35.00 paf W rFaes Itl.15 �1.15 bul Wing dasignw.TM daslgn auumsa that M�top ehord la latmlly braeed by ths roof w floor ahbthing and tha bottom ehord Is Iabrally broced by s rlgld sharthing mateAal directly attae�etl,unlws otMrwlse noted.Bracl�g shown Is for lataral support o1 componant mombars only to reduce buckNrp length.Thla TC Dead 10.00 pof Rep bh�r Bnd 1.15 1111 8TH STREET cwnponent Shai�not be D�a�ed in any environmsnt that will puw the rtq4turo condnt o/tha wood to excesd 1�andlw cauu wnnector pfata corroabn. SC LiV9 0.00 Pef O.C.SPBCinq 2- 0- 0 CHETEK�W��72$ Fabrimte,handle,fn�Gll anA bracs thh wq In accordanca wlth th�following standarda:'Jolnt and Cuttlng Detel�Reports'avallable es output from T�u�wal toftware,'ANSU7%1','WTCA 1'-Wood Tnias Council of America StandaM Desipn RasponsibilHiea,'BUILDING COMPONENT SAFETY INFORMATION'- SC D@Ad 10.00 Pa f Deeign Spec IRC-2012 PHONE: (800)524-9990 (BCSq and'BC51 SUMMARV SHEETS'by WTCA and TPI.The Truu Pleto InstHute(TPn is bcated at 218 N.Lee Street Suite 312, FAX:(715)924-2585 Ab.andria,VA 22374.Ths Amsrinn Forost and Papar Associalion(AFVA)is IocNed at 1111 19th Streat,NW,Sb 800,Washinqton,DC 30036. TOT�7, 55.00 paf Secin T6.5.20 - 126269 . Work Order: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: V01 Qt : 1 Desc: VJ 12/12 BV UP TC 2x4 SPF �{1/1{2-CAN Desiqned per ANSI/TPI 1-2007 Thie truas is deeiqnad vainq the BC 2x4 SPB �11/#2-CAN Fabrication Tol�rance = 16.06 ASCE7-OS Nind Specification G8L SLR 2x3 SPF �3-CAN Bearinga desiqned for an FePerp nalue of the Bldq Encloaed = Yen, Importanca Factor = 1.00 Platinq is basad on quality control factors leseer of the trues chord lumber valua or Trues Location = Not &nd Zona Cq = 0.84 for xide face and 425 for all bearings. Hurricane/Ocean Line � No , Exp Category = C Cq = 0.94 fo= narror face. This deaiqn does not account for lonq t�rm Bldq Lanqth = 80.00 ft, Bldq Width = 40.00 ft Any alterations to thia aze shown for time dependent loadinq (creep). Buildinq Mean roof heiqht � 13.75 ft, mph = 90 individual joiats on tha Joint Report. Dwsignar must account for this. ASCE7 II Standard Occupancy, D�ad Load = 12.0 psf THIS DESIGN IS TFIE COMYOSITE R&StILT OF Refer to Joint QC Detail Sheet for Desiqned as Main iPind Force Resistinq System MULTIPLfi L011D CASBS. Maximum Rotational Tolerance used - Lop-rise and Components and Claddinq Loaded for 10 PSF non-concurrent HCLL. IRC/IBC trusa plata values are based on Tributary Area = 30 eqft Valley Truae application only; not de�iqn�d tastinq and approval aa r�quirad by IBC 1703 for wind load applied to the face. Web and ANSI/TPI and are reported in availablo bracing is required if shown. documents aa ER-1607 and ESR-1118. 20 psf bottom chord live load NOT required Gable varticsla aro 2x 3 vab material spacad on thia trues, par IBC/IRC requiremente for at 48.0 " o.c. mlees noted otheraiae. attics rith limitad storago. � Joint Locationa = 1 0- 0- 0 6 0- 0- 0 2 3- 5-13 7 3- 5-13 3 7- 5-13 8 7- 5-13 4 11- 5-13 9 11- 5-13 3-5-13 , 4-0-0 4-0-0 3-5-73 , 5 14-11-10 10 14-11-SO 3-5-13 7-5-13 11•5-13 14-11-10 7-5-13 7-5-13 r 1 2 �3 4 5 12 00 -1� R3X4 7-6-1 7�6-1 SHIP TX3 2X3 0-0-4 0-0-4 14-11-10 � 6 7 8 9 10' 3•5-13� 4-0-0_i 4-0-0 � 3-5-13 1 3-5-13 7-5-13 11-5-13 14-11-10 TYPICAL PLATE:1.SX4 10/21/2015 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:3/16"=1' AUTOMATED WARN ING Read all notes on this sheet and give a copy of it to the Erecting Contractor. .1ob Name:STRUCK This aesipn is ior an inCividual DuilAing eomponent not truss nysbm.It�as bwn basetl on apeeiFlwtiona providotl by tha eomponent ma�ufatturer Chk: BUI LDI NG and done In accordance wiM the currant vanlons of TPI end AFPA design atendartls.No responsibility le assumed tor dlmanslonal accuracy.Dimenslons De r: ADG COM PON E NTS �to be wriflad by tM componsnt manufaNurer andlor building designar prlor to fabrlcaUon.TM buildinq dasipi»r must uaensin that Ne bads � utilizad on this daslgn mast or exusd The Ioading imposed Dy tM local building code and Me parlicuWr appllcatlon.TM component manufacturx Is not the TC Live 35.00 psf DuiFaCa L=1.15 Pal.15 bullding dealgnar.The Msign assurtws thM Ma top chord is IaNrelly bredd by the roof or floor shaathing and the botlom ehord Is laterolly bracad by a r1gW sherthing maUNal Olrectly altached,unlns otharwis�noteA.Brociny ahown Is for lataral support of canponant m�mGn only M nduce buckling Nngt�.Thls TC Dead 10.00 paf Rap a4>r snd 1.15 1111 8TH STREET wmDo�e��6ha11 not be placed in any environment that will wuse iha moAtura conbM of the wood to exceed/9°K and/or causa wn�ector plata corrosion. gC Live 0.00 paf O.C.Spacinq 2- 0- 0 C HETEK�W)�72$ Fabrlcare,hantlN,ImGll and braa thle trup in acewdanca wIM th�folbwing eferrdarda:'Jolnt and Cutting Mtall Raporb'avaNab�o as outpul fran Truswal software,'ANSYT%1','1MCA 1'-WooE Truu Council of America Standartl Design Responsibililba,'BUILDING COMPONENT SAFETV INfORMATION'- HC Dead 10.00 Pef DlSicJn SpeC IRC-2012 PHONE: (800)524-9990 (BCSI)and'BCSI SUNMARY SHEETS'by WTCA and TPI.The Tnus Plate Instkute(TP�is bcated et 378 N.Las Street Sulh 312, FAX:(715)924-2585 Alezandria,VA 22314.The Ameriean Fonat and Paper bsxiation(AFPA)is locatd at 11 it 19th Street,NW,Sta 800,Washington,DC]0036. TOT�I. 55.00 pef Seqn T6.5.20 - 126270 Work Order: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: V02 Qt : 1 Desc: VJ 12/12 BV UP TC 2x4 SPF �1/�2-CAN Desi�ned per ANSI/TPZ 1-2007 Thia truss ia deaiqned uainq the SC 2x6 SPF �1/#2-CAIi Fabrication Tolorance = 16.08 ASCE7-05 Wind Spacification GBL BLIC 2x3 SPff #3-CAN Bearinga deaiqned for an FcPerp value of tha Bldq Enclosed = Yes, Importance Factor = 1.00 Platinq is basad on quality control factors lessar of th� truss chord lwnb�r value or Truss Location = Not End Zona Cq = 0.8C for vide face and 425 £or all bearinga. Hurricane/Ocean Line = No , Exp Cateqory = C Cq = 0.94 for narror� faca. This dsaiqn do�s not aocount for lonq torm Bldq Lanqth = 80.00 ft, Bldq Siidth = 40.00 ft Any alterations to thia a=e ahown for time dependent loadinq (creep). Buildinq Mean roof heiqht = 12.75 ft, mph 90 individual jointe on th� Joint Report. Deaignar muat account for this. ASCE7 II Standard Occupancy, Dead Load = 12.0 paf THIS DESIGN IS THE COMYOSZTE RESDLT OF Refez to Joint QC Detail Sheet for Deaiqned as Main 9Pind Force Reaiating Syatem MpLTIPLE LOAD CASSS. Maximum Rotational Tolerance used - Loa-rise and Componente and Cladding Loadad for 10 PSF non-concurrent BCLL. IRC/ISC trusa plate values are basad on Tributary Area = 22 aqft Valley Truss application oaly; not dsaignad tasting and approval ae raquired by ISC 1703 for xind load applied to the face. Neb and ANSI/TPI and are raported in availabla bracinq is required if ahown. documents aa EA-1607 and ESR-1118. 20 paf bottom chozd live load NOT required Gable verticala are 2x 3 xeb matorial apaced on this trusa, per IBC/IRC requirementa for at 48.0 " o.c. unlese noted othar�riae. 8tt1C6 N1Y�1 11161t6C� St.OL'8(�Y. R Joint Locations � lf 0- 0- 0 4 0- 0- 0 2 5- 5-13 5 5- 5-13 S-5•13 5-5-13 3 10-11-10 6 10-i1-10 5-5•13 10-11-10 � 5-5-13 ` 5-5-13 � 'I 2 3 1� �12 U� � R3X4 5-6-1 5-6-1 SHIP 0-0� 1.5X4 0-0�d 10-71-10 4 5 B 5-5•1� 5-5-13_i TYPICAL PLATE:2X3 S-5•13 70-11-10 10/21/2015 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal ConneMors unless preceded by"MX"for HS 20 gauge or"H"for 18 gauge,posltioned per Jofnt Detall Reports available from Truswal software,unless noted. Scale:9/32"=1' AUTOMATED WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ob Name:srrtuctc ihia deaign is br an Indivitlual builAing component not tmss systam.It hu been Eased on spacKicationa providW by the eomponent manufacturer Chk: BU ILDIN G and done In acwrdance wIM tha curtent veralona of TPI and AFPA Aasign stnnAarda No nsponnlblllry la assumed for dimamlonal accuracy.Dimenaion■ De r: ADG COM PON ENTS �re lo be veriHad by th�compomnt mmufacturor uMlo�building dealgn�r priw to faDricatio�.Tha building dasigne�must s�certNn that the loads � utilizatl on this Aeslgn meet or exued tlro Ioading imposad by tM bcal bulldinp code and tA�particular applicatlon.TM compon�nt manufacturer Is not ths � LiVe 35.00 pe! DurFaCs Lsl.15 P=1.15 bui�ding designar.7M Msign essumu that fhe top chord is lebrelly braead by tha roof or floor sheathing and the boltom chord la latsrolly braced by a rlgid sheathing materlal ainctly anached,unNss othanNse notW.Braclnp sAown ie for lata2l support of component mamben only to nduu buckFnp Nngth.This TC Dead 10.00 p!f Rep t�r Bnd 1.15 1111 8TH STREET comPonent ahall not be placed In any enWronmeM thet will cause lhs moisture wntanl of the wood to esceed 19%andJw uuss wnnxior plate cortosion. gC yiVe 0.00 pef O.C.Spacinq 2- 0- 0 CHETEK�W�.�728 Fabricate,handN,InaGll and broce thN wu In aewNanca wlth the followlnp atandarda:'Jolnt and C�ttlng Detall Raporta'avallebl�n ou�ut from Truswal PHONE: 800 524-9990 w��P��W�Truss Councfl of America Standard Daolgn Reaponaibilitlaa,'BUILD�NO COMPONENT SAFETY INFORIMTION'- HC D88d 10.00 pef Desiqn Sp9C IRC-2012 � � (BCSI)aM'BCSI SUMMARY SNEETS'by NfTCA and TPI.The Truu Pleta Institute(TP�is bcated M 218 N.Lee Street Suito 372, FAX:(715)924-2585 Akzandria,VA 22314.Tha Amariun Forost and Paper Association(AFPA)ia located at 1111 19th Stmt,NW,Sh 800,Washington,DC 20036. TOTAL 55.00 p!f Se� T6.5.20 - 126271 . Work Order: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: V03 Qt : 1 Desc: VJ 12/12 BV UP TC 2x4 SPF pl/#2-CAN Dasigned per ANSI/TPI 1-2007 This trusa is designed ueinq ihe BC 2x4 SPS �1/II2-CAN Fabrication Toleranco = 16.0$ ASCE7-05 Wind Specafication GBL SLK 2a3 3PF N3-CAN Beariaqs desiqned for an FePerp value of tha Sldq Enclosed = Yes, Importance Factor = 1.00 Plating is baaad on quality control factora laaser of the truss chord lumbar valu� or Truse Location = Not End Zono Cq = 0.84 for Mide face and d25 for all bearinqs. Hurricane/Ocean Line � No Exp Category = C Cq = 0.94 for narrow fac�. Thia desiqn doae not account for lonq t�rm Sldq Langth = 80.00 ft, Bldg Width = 40.00 ft Any alterationa to this are shown for time dependent loadinq (creep). Buildinq Mean roof heiqht = 11.75 ft, mph = 90 individual joints on the Joint R�port. Designe= must account for this. ASCE7 II Standard Occupancy, Dead Load = 12.0 paf THIS DESIGN IS TEIE COHPOSITE RESIILT OF Refer to Joini QC Detail Sheet for Desiqned as Main Siind Force Aesistinq System NULTIPLE LOAD CAS&S. Maximum Rotational Tolerance used - Lox-xise and Components and Claddinq Loaded foi 10 PSF non-concurrent HCLL. IRC/IBC tsusa plata valuea ase based on Tzibutary Area = 14 aqft Vallay Truae application only; noi daaigned tasting and approval ae roquirad by IBC 1703 for wind load applied to the faco. Web and ANSI/TPI and are reportad in availabla bracinq ie raquirad if ahorn. documents as ER-1607 and ESR-1118. 20 psf bottom chord live load NOT required Gable verticals aro 2x 3 rob matarial apacod on thia trusa, par IBC/IRC raquirements for at 48.0 " o.c. unlase noted othervise. attics �+ith limitad storage. �� Joint Locationa = 1 0- 0- 0 4 0- 0- 0 2 3- 5-13 5 3- 5-13 3-5-13 � 3-5-13 3 6-11-10 6 6-11-10 3-5-13 6-11-10 r 3•5-13 i 3-5-13 1 2 3 12.�0 -12 00 R3X4 3-8-1 3�-1 SHIP 0-0-4 1.5X4 0-0-4 6-11-10 4 5 6 3-5•_1� 3-5-13� TYPICAL PLATE:2X3 3S•13 6-11-10 10/21/2015 OVER CONTINUOUS SUPPORT Alt plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,posltioned per Joint Detail Reports avaiiable from Truswal software,unless noted. Scale:7/16"=1' AUTOMATED WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ab Name:srrtucK This desipn ia for an intlivitlual builAing eomponant not truas sysbm.It has he�n basetl on spxiflcations D��Dy tM wmponent manufacturar Chk: BU ILDI N G end dane in accortlance witl�the currerA verslona of TPI and AFPA dasign atandarda.No msponslbillty Is assumed for dimanalonal acwracy.Dimenslons m to be verified by Ne comporwm manulacluref andlor buildinp tl�signar pAor 10 fabrlcatlon.TM buildinp dssipner must asewtain Mat Me bada Degnt: ADG COM PON ENTS utfNzetl on Mis design meet or excead tlia loading impoaed Ey fha bcal bulWinp eoM anA tM part{cu4r applleation.Tha compo�arrt manufacturer Is not the � Live 35.00 pe! Du=Face I�1.15 P++1.15 bullding designx.Tlw deslgn asaumes thet ths top chord Is letarally Drocsd by the roof or floor ehsaNiing and Me Doltom ehord is laterally braced by a rigfd cAeathing materlal dinetly atlac�ed,unkss otherwisa notetl.Bracinp shown I�for lateral support of wmpon�nt memben only to retluea buckling lenpth.Thle TC Dead SO.00 psf Rap 19�r Bnd 1.15 1111 8TH STREET component shall not bs placed In any environmant that wfll uuss Ms moistun contaM of the wood to exceed 19X and/or wuse connector plats cortoAon. $C Live 0.00 pa f o.c.sPaciny 2- o- o CHETEK�W��72$ Fabrlcah,handb,Inatall and braca thb truss In aecordance wtth tho following atandarda:'Joint and Cuttlng Dstall Reports'available as outpW from Truawal software,'ANSUTPt 7','WfCA 1'•Wood Truss CounNl M Amarica SGnAard Desipn Rpponaibilitlea,'BUILDING COMPONENT SAFEri INFORMATION'- SC Dead 10.00 PB f Deaiqn SPeC IRC-2012 PHONE:(800)524�9990 (BCSI)a�W BC51 SUMMARV SHEETS'by VYTCA arM TPI.The Tn�u Plab InatltWe(TP1)Is bcffied at 218 N.Lee Street Suite]12, FAX:(715)924-2585 Absandria,VA 2231I.Ths American Forasl and Paper Assocfation(AFPA)is lowted rt 1111 i9th SUeet,NW,S1e 600,Washi�gton,DC 20036. TOTAL 55.00 paf Secin T6.5.20 - 126272 � Work Order: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: VO4 Qt : 1 Desc: VJ 12/12 BV UP TC 2x4 SPF �1/1{2-CAN Deaiqned per ANSI/TPI 1-2007 Thia truaa is desic�nad usinq the BC 2x4 SPP wl/N2-CAN Fabrication Tolarance = 16.08 ASCE7-OS Wind Specification GBI, SLR 2x3 SPF �{3-CAN Bearinga desiqned for an FePerp value of tha Hldq Enclosed = Yea, Importance Factor = 1.00 Platinq is bas�d on quality control factora leasar of the truss chord lumbar value or Tzusa 7.ocation = xot &nd Zone Cq = 0.84 for xide face and 425 for all bearinge. 8urricane/Ocean Line = No Exp Cateqozy = C Cq = 0.94 for narrovr faca. This dasiqn does not account for lonq t�rm Hldg Iwngth = 80.00 ft, Bldq Width = 40.00 ft Any alterationa to this are shown for time dependent loading (creep). Buildl�q l7ean roof heiqht = 10.75 ft, mph � 90 individual jointa on the Joint Repozt. D�siqner must account for this. ASCE7 II Standard Occupancy, Daad Load = 12.0 psf THIS DESIR7 IS TH8 COMPOSITE RESUI.T OF Refer to Joint QC Dntail Sheet for Designed as Main Wind Force Reaistinq System MULT2PL8 LOAD CASES. Maximum Rotational Tolerance uaed - Lox-rise and Componente and Claddinq Loaded for 10 PSF non-concurrent BCLL. IRC/IBC trues plata values are based on Tributazy Area = 6 eqft Valley Truas application only; not dsaignad tasting and approval aa raquired by IBC 1703 for M1I1CI load applied to the face. Nab and AN3I/TPI and are raported in available bracinq is required if ahorn. documants as ER-1607 and ESR-1118. 20 psf bottom chord live load NOT required Gable verticals aro 2x 3 wob matorial apacod on thia truae, per IBC/IRC requirements for at 48.0 " o.c. unlaaa noted otherwise. attice �vith limitad atoraqo. � Joint Locations � 1= 0- 0- 0 4 0- 0- 0 2 1- 5-13 5 1- 5-13 3 2-11-10 6 2-i1-10 7-5-13 1-5-13 � 1-5-13 2-11-10 1-5-13 h 1-5•13 � � 1 2 3 1� �1-2 0�0 R3X4 1-6•1 1�-1 SHIP 0-0�d 1.SX4 0-0� 2-11-10 � ' 4 5 6 �'S'13—i 7�S-�S i ,.5.,' 2-��-'0 10/21/2015 TYPICAL PLATE:2X3 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:0/32"=1' AUTOMATED WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ob Name:srRuc►c Thia tlesipn fs for an indNitlual Duiltling componant not truas nystom.It has baen 6a�ad on spaeifications proviMd by N�component manu(aeWror Cjy]�: B U I LDI N G e^d done in accordanca w1M the cumnt vanlo�a of TPI and AFPA deMgn sWndards. No nsponsiblliry Is assumed for dimenslonal accurary.Dimensions ara to be verifled by ths eomponsnt manufacturor aMlor building dsaigner O�or to(abricatlon.The building dssignar must asurtain tMt tAa bads DBqtrr: ADG COM PON ENTS uttlized on thie design mest or exceetl th�Ioatling Imposed 6y tlw local bullding wda antl tAa particula�appllcaGon.The component manufacturer Is not Ms � Live 35.00 psf DurFace I.�1.15 P=1.15 buildfng dasignx.Tha design asnum�s that tM top chord k latanity 6raced by the root or floor ahsalhing eml Nw boftom dard is IaN21ty braced by a rigid sharthing matMal directly apschaA,unkss otharwis�noted.Bracing ahown Is for lateral support of canpoiront memban only W�educa buckllnp lenpM.Thia TC Dedd 10.00 Paf Rep l�r Bnd 1.15 1111 8TH STREET canponent shall not W placed in any environment that will wuce the moisNre wnbnt o/the wood to ezcwd 19Y.andlw uuss tonnector plata cortoNon. $C LiVe 0.00 pef 0.C.SPdCinq 2- 0- 0 CHETEK,WI 54728 Fabricatr,handle,Inahll and brau thb truas In accwdancc wlth the folbwlnp afaMards:'Jolnt anA Cutting Detall RepoAs'avallabte as output from Truewal PHONE: 800 524-9990 ��'�SIlTPI 1',M?CA 1'-Wood Tr�as Council of America StanAartl Ossign RasponsiblliUea,'BUILDING COMPONENT SAFETY INFORMATION'- $C Dead 10.00 p8f DeeicJn SPaC IRC-2012 � � (BCSI)and'BCSI SUMMARY SHEETS'by WTCA and TPI.The Tn�w Plete Instltute(TPn is bcated at 278 N.Lee Street Sulh 312, FAX:(715)924-2585 A1s:andria,VA Y2314.TM Amarinn Fomt and Paper Association(AFP/y b locatad at 1111 19th Stroat,NW,Sta 800,Washington,DC 20036. TOTAL 55.00 psf Seqn T6.5.20 - 126273 � Hernepin County GIS -Printable Map Page 1 of 1 - - � i � ' rlem,e��, � � ,. :. �., - � � • i .�—� � � � , � - f25r _ � r i- � '��.� r-7�., �,. ��J.'11! w' �i.,�, 4';��3� � � , e F, s 1''. sY. ryi _ :• t i, �� 9+o'�" - ��'„"i�� r,�, � -► ..a• w a ��.� r?� . � e. ' i � a � , . � . �y ._ �, r �- �� , � t R' �'�4 ; `'a� -'4 ��' �� .• � - , ,�,� , _� � ro: �L • ;'.' � , ' , �� y . ! w � �'� P � � " .J �.� � � +.�.. '� ry i�f T,. � ��y � ' � �� IP`� .. � �. d � � e .�6 _. k �,t�n,. fr ,g ,rSsd ��4� �� 1 ��,� �W �.�'�' °�. ' ��' �� , ,,� ' .^� . � i!•.. 'R `�'}c1' ` ..� ° , • . i 3�� F '' R'. �� '� h��}✓ a. . ��' . '� e � �p � .. �� 'p + ,! `�♦ f„ ��d � ��1, � �J ;•. '� 1` ° �� •�a •• � s r ��"�'� �,�� ,-f' •�� 6�' �� ( � _ tl. �p,� .� � a. '� nFS � �' ��' � ��". in °- a !y;k�,y,�_y .ePl* �'rp ' t � � '�""R� p i, ��a � r k"- 'R.. �p�P 4�3 � �� 4 a'�* �� ' . � , �,s .��.' " � # T. �i�� t i , . r . ¢ ±��.� �� ..#� �' ^a �+ F..�,M(��. .. yd i�1 r .�y�� + 'S � � f ��1'P ;, C� � ; � ; . - .� w. , r — •, .. . r .�. , r,. . ��. ,� �# `':�. ��I - .�,.� . B �. , �,� �,w,en , �r �� ;�' �t,.� ..�� .. '�� •�.�� `t :a �� 'm,�� ,.�� '�>��. a � rw . 1� y �`5'�i!3 � � � �,� �-I � � }� 4 ��e �+; �tiP� �y1�i�" � ��r s '�i �j �;1i t��.� 'a y�+�i 4Xr ,��;� � t. ,��, a ;� �, ��:*' '�� ,« �, � ',�: " ,4��.=,4,�' aj M•: ' �. :`�. .'�,�,�" .� , � '�`� `-,� � 'a�: � .,:, ,, ' �� . K � `F�'� A t.k ^ . % L�* 1* 1 �� h .� .. T" ',nf f .-"C. � ° e, ��'y. A ��.y�a g� ��,°- t e �y�y.. . �"b� :��` fi �`�y � Y .�,'. � ' 4 i .,t A+• h'_t �'.'} { .. 4.. "M:+. M�e,t.i �14 t ,'� �..� � � � � .` 1�4� � �' '`� ��f a y�_ ' ! t -.'�{"�{� �-',,". �r ♦ ��e -, t �'�� f � � .''eRr9. 4 � L s �i f i F �t ''} . 9� _ a� ��.�� .l"�` r _� �.=z q. y�.... . •" '�"' +' ' -fn F�' \. s 3i.�C' S' 1r�, " �,_ ti �� ` +�.� ## x� ��h ry h,; .t � a, F�i ��`� -'t_-., �'�� P�'��y ��'� ��+�r �•� 4. .�A 6n�s�R-.'.� �+1�.�,�� . �.:4 '4� � ��i'P * 4� RxM1• �. . �N � ' � �. 1 { �la�� +#. �,'". j p �t� �_ �`�� a` � 4 �k T'� '� �� .i. .. . : � .� �t�.� 'd r.„v. R�.:,4 '�4. n �;�r� �'� :�° 5..9 � y� � : . �.. �• '� �` P „�q� ;� �a� � � � �� 1 Ta�'� . !1{�"�,�� Y�� '��. `yI�♦ � � `.�,�y �+t 'r -r.�o � M � +y �_.'l��l �� yr': � t A �.�� 5.�� `� _ .�. .i,. �� . ��'� Y. � �c, ♦ � A a . < �' r ` ^�; � p�-+5r �, �,'i ' �w ~ , ,�. � .(��I�ati � _ a, �j �4 a��#aG�. ;� {'� ��°i��l��;i'a��'R�i` • .-+i Parcel ZO-117-23-43-0044 A-T-B: Abslract Map Scale: 1"=50 ft. N ��' Print Date:4/3/2014 � Owner Federal Home Loan Mtg Co�p Market $222,000 Name: Total: Parcel 3287 Cesco Cir Tax $2,365.84 Addroess: Orono,MN 55391 Total: (Payable:2014) Property Residential Sale $257,000 Type: P�ICe: This map is a compllatlon af data from var(oua sources and is fumished"AS IS"with no Home- Homestead Sale p�/2003 representation or werranty axpressed or stead: Date: impiied,inGuding fltness of any perticular purpose,merchantebllity,or the accuracy and campletenesa of the Information shown. Pefcel 0.46 ecres Sale warranty Deed COPYRIGHT�HENNEPIN COUNTY 2014 Area: 19,971 sq ft Code: � �'leinx Grrer,n'. http://gis.co.hennepin.mn.us/Properry/prinddefault.aspx?C=451615.4945193 6816,49745 89.... 4/3/2014 g�8 �b�� a��"�� g��, �� a a za .za (sioE�ENcrH�souARE r�� IAMOND GALBE LOIVER W/4"SMART-S�.DE `j'��y�� TRIAA Vf�EAP; 4"SMART-SIDE HORIZ. TRIN 3y E�� BAND 10 SEPERAtE SIDING STYLES y'y��b�� Ty15 ROOF AREA HAS HIGHER 7RUSSES HEELS SQUARE CUT TRUSS TAILS (TYPICAL ALL 3 GABLE ENDS) ggg � TO ALIGN ROOF RiDGES(9/0 UPPER LEVEL BOARO&BATTEN$TYLE 9DING TO BE WNERE$HOWN (FASCIA TO MATCH$�OPEJ-� �'��'�� c CE�LING HE�CHT IN THIS AREA ALSO; OPE� END EAVES(NO BOX-WTS) / B"SMART-SIDE FRIEZE 5 � � 80ARD5 AT AlL GABLE �y��m�p' �4"SMART-SIDE HORIZ. TRIM BAVD TO SEPERATE SID'NG ENDS 3{ �� STVLES(TO BE lSHERE SHOMM) $ 4�W n�:�i 2 - 72 I 12 � o O 12� - a > �a g az �� ALUM. FASCIA i - � ai m�� AND SOFFIT 5�5. I � Q i i �._4., �,_4�. ��_q�� ovHc / / / / / � ovt+e (j ovHc � �� o;�,°� '� � � ovHc /, � - L.P. SMART-SIDE HORIZ, �AP SIDING o I 4"SMART-SIDE CORNER BOARDS 8' NTN U 5 -51 ORIZ. IM AN 6"C N INU 5 M RT-51 O I . IM BAN o `` Y a ja ¢ � � � � � � o N � � % ---- a'�SMAR7-SIDE UOOR AND WINDOW TRIM NRAP z n i �� r, -- --- r n x i �� - ' i '-._-- 1 , 10x10 FRAAIED COLUMNS W�SMART-SIDE FACING - � � '1 1�J I 6" OVER 8"SMART-SIDE TRIM Y/RAP AT TOP AND �I ��" 'j��7--EGRE55 AREAWEEL �•�� i BOTTOM OF COLUMNS I f�� i ;;� � ORAIN AS REO'D SOUTH ELEVATION EAST ELEVATION � __-_`" ; Q� �scn�E: i/a,._�._o.� scn�E: i/a�._�,_o.. y .L u � c � � ` o N �` _ V� � � � O� o N U' x(Q � ��4.G��' ss��a�� Edli ��a o'vaa �b �� _f ��'��L�i �1'�g�� 6 -rn5 RooF nr�en tins ti�cNeR rRussEs�Ee�s za�� .2a��(s�cE�Eucn+) sa�nRE �°"�s�w TO A�iGN ROOf RIOGES(9/0 UPPER LEVEL OIAMONO CALBE LOIVER W/4" SAIAFT-SIDE bYgg��b E� 90AR0&BATtEN STYLF S:DING TO BF WN�RE SNCWN CEILING lIEIGH7 IN THIS AREA AL50) TRIM WRAP; d" SMART-SIDE HORIZ. TRIM y �ta�b' BAND TO SEPERAtE SIDING STYLES �6��¢ $ SOUARE CUT TRU55 TAILS (TYPICAL ALL 3 GABLE ENDS) �y�C&6� 4" SMART-SIDE HORIZ. TRIM BAND TO SEPERATE$IDING (FASCIA TO MATCH SLOPE) 3fp ��q� 57YLE5(TO BE WHERE SHOWN) OPEN END EAVES(NO PDX-OUTS) z��FY� 8 8"SMART-SIDE FRiEZE BOARDS AT ALL GAB�E ENDS 12 � �\o I.,2 a o 0 i � �a� � � _ ALUM.FASCIA I I I'� m m m m ANO SOFFIT SYS. �� i I I � �� ._4.� i � j �._4.� ��_4�� ovr+c � ovHc I I j ❑ ovHc / % „^" / � � / I % i � � ov`+c � � j % I L.P. SMART-SID�� ' HORiZ. LAP 5'�DiNG o 4" SMART-SIDE CORNER BOAROS " C N NU U M - I H I . I A D N I U - I HO IZ. IM BAN o i � a � � / / / 4" SMnRT-SIDE DOOR o N AND 'MNCOW TRIM NRAP � � � � I2x8 TRTD I.EDGER BOAR� / � I FOR FUTURE STEPS TO �� I GRADE(FLASH AS RE�'D) �� •�I� 4"FALSE TRIM BOARD SET TO CENTER �� BOARDE&6AT�TEN S aLE SiD NG Ta'ISING fi yOVEF 8'ESMARTU SN E W/�S�MAWRRTAP IDE TOP NAND I.0� PORTION OF WALL BOTTOM OF COLUAINS ^ � {� WEST ELEVATION NORTH ELEVATION scn�e i/a��_�._o�. �scn�e i/a.�_�._o�� c � . � � � � v � �� `o m o�`o N �N x CO a � E£3_pA�� gbe�Sdtl� �;�6d�� G �Y8p3� �g�Eef$$ �� B"POURED WALL 5b�y° 19w8 CONC FTG ��g�yP��F (BELOw FROS1) E C ��qq 39._8.� �6 b.g� zy��dmrJ� OUTSIDE OF ist FLR WAL�FRAMINC IS -'0 35 B�y��, FRnMED Y'OUT BEVOND FOUNDATION a�-Z�� 31'-6" �bi �� Q WALL TO ALIOW FOR 2"RIGID INSL AT a¢Q Y�C�nF2� PERIMETER OF NOUSE FOUNDATION 8'-10" 22'-8" Q Q� 2„ z„ z z ——_ —_ _— w¢w� - � '" II ____________ I woQQ _ ^ � I N --� I- j 8"POURED WALL �, �� surn I �� UNEX. � I� (a�-a�� rorn�Hcr� a._< �� LL v,� k g o 0 ' I� � �I< I I- � �e.e coNc Frc o�w i I � c� I � � p'' r, a oo�� o `-_____ - - _____ -__-—c—___- __= 2., wc�w�, �J i> �I I W.S.i I I - �m�� ¢i w � I � n �Ir- -- --- ----------- —Ir__—__ --_ — — � I d�nao �� I � � ��o�� li ;�, � -, mi�o i � i w".� MECH. ,��-o i o �3 I. � � �m �� _ c� I I;° I I o wz � o I� � �F.o. aoN e-z RoucN cEi inc NEicHr �� ^ � � �� I i 8,_6. �� FUT. FAMILY�REC. AREA i i � �i a W o a-i/r'coNc s� e w/ao�r. vnaoR ii ! ^ I �'WRED WALI � I z (1 >�a BARRIER @ 2"RIGIO INSL. UNDER ENTIftE � �� -- � (a�-a� rorn�r,cr �� od � I 18x8 CONC FTG ) I� � � �` SLAB AREA i� �T. BEOROOM I I.e _ � `--- — 2�6 BRG WAL� , I�'- ?N � 6.4 CONC CURB � " I� 7-- I� 16x6 CONC FTC I I I p J o = � -VAN--— �� 2*6 BRG WALL I �. �a a -' �� r-- ---ai DOOR&WALL REMOVED �� 6K4 CONC CURB � � ¢3 i � � � �� - i WHEN BASEMENT IS FINISHED �� u �� 16�8 CONC FTC I �, '"o cv p ^�'I 8._Z.. � \ 1._�,�;�5�_2.. _ 10�_8.. T B�� ._Z�. �, a�LL u �� R.I. 3 4 r ao., i xo �i BATH�--� I _3/0 -- ------- - - / .'�\�R. I �� a�m �` Y �I �-�-----��- � -- �'-H�-�--\-� - J w- Q (� i . i �i I i 'i Fo Z�<N P �s,z cuRe oPNc � _cuae oaNc__ i Y�' � � � i \>� i T._10.� 5.-z..— ._6„ I.N s o � I 1 LL � 2�2 FURRINC �I �� i �' � �t " nr sraiRwE��,i FUT. CLO. i i^ o N i L�r=_-za�=_ - ---- - -��-- - � -- ----------_---- —: ---- - ----- -------- _ iv�.� � _ ---__ �USN3 VL„BEAMT � r 3q._B�� z,. � � � I I � I START OF �� UNEXCAVATED I STAIR FAAMING 8"POURED WALL � � I a I(a�-a Torn�HCT) I I i '18s8 CONC FTC j �!� w I � 8" vOUREU WALL �do �.i I / 18a9 CONC FTG I I �RAMED OFOUT BEVOND FOUNDAPON � I (BELOW FROST) I �^ I � WALL TO ALLOW FOR 2"RIGIO INSI.. AT N NOTES'. ——————————————� PERIMETER OF HOUSE FOUNDATION �� AL�FOOTINGS i0 BE BELOWFROST I ---- --- ---- -- ---� " AND CONTINUOUS I_ »-� I - 22 a Q ANCHOR 60LT5 or STRAPS SPACED PER MAN'F SPECIFlCATIONS �j. � U aA551VE RAOON SYSTEM TO I-AVE 6 MIL. � � POL1'UN�ER ENTIRE S�AB AREA W�12"LAP I AT SEAn1S AND ALL SEAMS k 7ENETRA710N5 TO 8E SEALED: INSTALL 3"CAS TIGHT PIPE m f"ROM SUMP UP THRU ATiIC PER CODE: WIRE � O �oa Fur FnN iN nrnc(ovr ncrivE svsrEM� FOUNDATION PLAN FOUNDATION HEIGHT KEY � CONC. FOUNDAtION IS INSET 2" AT PERIMETER TOP OF POURED CONC FOUNDATION WALL � OF HOUSE�OUNDd.T10N TO ALLOW FOR 2"EXT. SCALE: 1/4"=1'-0" �g'-4" TOTAL HEIGHT ABOVE TOP OF � � ftIGID INSL. FROM TOP OF FOOTING TO UNDER FOOTING INClU01NG CUR65 � SIDE OF SILL PLA"ES(EXCEPT AT WALKOUT � WALLS) 8"BELOW TOP OF FOUNDATION; TOP OF � �LEDGES FOR PpRCH STOOPS URETHANE SPRAY FOAM INSL. AT INTERIOR SIDE OF ALL RIM AREAS(R-20 MINIMUM) �4'-1p"BELOW TOP OF FOUNOATION�, TOP OF 8" POURED AT WINDOW KNEEWALL � 2.8 TR�SILL PLATES A7 NLL-HEIGH!AND KNEEWALL FOUNDATION LOCATIONS 8'-0"BE�Ow TOP OF FOUNDATION; TpP ,_ 0 1 �OF 6x4 CONC CURB BLOCK Ai BEAf21NG ° d� 2-2x10 HEADERS AT ALL CURB OPFNINGS Wa�LS N IN BEARING WALLS UNLE55 NpTE� r� �� x� u . ��'s-��` $bg��Aw� fi�kd ��^��Y�3a Yg`V�e��S �S�KdfiB�B 2) 7-3/4.18 FlUSH LVL END ;b�� JOIST AND BANO AT PERIMETER b4��by��a OF THIS PORCH qa�_p�� a ga g B,_6., 31._6�� yg�g,m�� SET?}115 W1N�OW AT g�-6" tOx10 FRAMEO COLUMN W/SMAftT-SiOE TO = 4� � '�� 3'-4"tiEAO HEIGH� FACE�, 4Kd TRTD SUPPORT POST INSIDE AS Y�'"�r `� y�-3�� SHOWN 10" CUAWN2826 � -�" - v'\' INSET STEP SPRAV FOAM�NSL. 'i - � o N . IN FLOOR ABOVE - � �� w � pORCH i (R-ao MiniMUM) � � o 0 0 0 � Z�8 io._o.� Y_e.� s,-e^ a•-�o^ s,-a^ o m � �y ii �<-�, � � � o� CUAWN5656 FlXED CUAWN5656 CUWAN5656 FIxED 3�� a�� U - p�� p' � m m mm �� g N� �, � � � �� Y , �' ; , �o � � 13N 3 p � � � V o � O �-- 2/e ' _ � m PEo > � °' GREAT ROOM ` � O ,�� o� 2x4 FRAMING ON EDGE TO z � BATM y FROM HVAC CHASE(ALLOW ��z. � ��,(� � � � � � a CLEAR OPENING THRU FLOOR �� < Z _ N 6 �� z�4 TRU55 SYS. ABOVE) ty _ � : o - PICKET PFIVACY WALL UP TO O� o a TO UNDER SIDE OF UPPER DESK I� N F � 0 � FWSH}LVLxHEADER AT7ACH TO OU7ER EDGE OF W00� �� Y �� 2�8 CASED 'NRAPPED OUTER STRINGER) V I �� OPNC 5._Z" 1J'_2.' -- � 3�_y.. y._5.� o a � ` Y � �� — — --------- ^ — 2x6 FRAMIN^ � � (� "ENiRY W000 NRAPPED SUPPORT 3 a I m � PO5T5(TVP-BOTH EN�S) o� = � z3 � P 17 . N 15 R, _� i w � I �.. I CUAwN5656 FIxED � o N 3/0 CUAWN4040 (TYP-2) CUAWN406p � il q._�.. 6�_3,� �I 15._z�� 4'-11" 5'-0" 3._�� u�� z � �� N 26'-6" �I WOOD LEDGE 13'-6" s Q �� N p SPRAY FOAM�NSL I� �o - � 2) 1-3�4 v 18 FLUSH LUL END � I I IN FLOOR ABOVE�� `� �i �''1 I I �PORCFI(R-30 MINIMUM � �OIST AND BAND AT PERIMEIER w � OF THIS POftCH °� �� II z II fn�, _ V� II ___- __ ' ^�i� O � _ _____ ______ __ a ___-'-___________'____ � 61 2.. 10' 15._Q.. �Q.� O� 17•_�„ z3•_0�� 40._0' Z U 10�70 FRAME�COLUMN W/SMART-SIDE TO �� FACE; M1xd TRTD SUPPORT POST INSIDE AS SHOWN NOTES: � � 9'-'� 1/g"RpVGH CEILiNG HEIGHT 1st FLOOR � � NOTES: 8'-1 1/8"&5'-1 1/e"R.0 H. 2nd FLOOR FIRST FLOOR PLAN � � ALL INT.d�EX7.BEARING OPENINCS SHALL WINDOWS LISTED ARE MARVIN AWNING ANO � HAVE 2-2z10 MEADERS UNLE55 OTHERWISE CAScA/ENT STYLE UNITS SPECIFlED ON THE ORANINCS; VERIFY ALL SCALE. t/a'•=P-0" NOTE: HEAOER CHANGES FROM THE LUMBER CO., ALL 1st FLOOR w7NDOw5 ARE SET NtTN � O 7RUS5 C0. AND/OR BUIIDING OFFlCIALS r+Eno HEicnr ro MnTcr+ rHnr oF�/o IT IS iHE RESPONSIBILITY Of hiE 'MNDOW rn��Oo0R5(ExCEaT wHeRe NOTED) SUPPLIER TO VERIFY THAT ALL UNITS MEET ALL GIRDER 7RU55 LOCATIONS ARE AT THE EGRESS &TEMPERED REOUIREMENTS (ALTER DISCRETIINJ OF THE TiEUSS C0. AND ARE TO FRnMe n�� w�Noows nNo 000es To a��ow UNITS AS REQUIRED); THE BUYERS, BUILDER ip BE STRUCTURALLY ENGINEERED FOR W1DE CASING AND SUPPLIER ARE RESPONSIBLE TO VERIFY 1 ALL lVL BEAMS ARE TO BE VERIFlEO PRIOR TNAT THE NANDOWS SPECIFIED ARE THE UNITS �N TO CONSrnUCnON TO BE ORDERED (AL7ER AS REQUIRED) � x m AUTUMN DESIGN IS NOT RESPONSIBLE FOR �'a ANY MIS-LABELED WINDOWS ON THESE PLANS az._o �<._5�� s._s�� 1z,_z.. 4'-6" 3'-6" CUCA4040E 2x6 FRMG CUCAa040E � DESK TOP _ 30 60 TUB p�^'�' �' W�SHNR p� ti o � z. � _ - IU O �om m�'AO� p I_ O i ACl� oDl� -. �O�m�r. N O > � tio� �x n0�� 4 c � em � �>� ' mo o a P 00 � � � 0 c';A oo c i. ' � A � '-0'i 7' m m n m � � _ i �OO A Non�n � o; o� J o�p� u �s� W_ � �J � � �, 5 6 a � 3._4.. 2._ �� 7'-10.�� 4._4.� m 9/0 C 8/0 ClG R&S � n� op I i i ��. C�O. CUAKTJ2B28 8/0 CLG ___ � � ft 2/0 PKT R&S _ D � 5 10 �o" i =--__'_ � 6-3 - n Z � �J � li � - � 0 I O � I i" � � o y v � n � o c� i' � � �a 0 c�� - � ro � � ' � � r �J z s aKr oR D v �' q._6�� 4. 0�� ._6.. Z Q �' � ( N m � I" _ oAo �zQi�m � - o i' �� r4i��s �J ROOF TRUSSES n O ND�p�I�a'TO F— s�zy 2c'•OC. � , �n��D ��n„ � O � A _ I' y0�'� �5AD I- � � 1 _ I. a20 D r1�0 O� n - _ n - z �n cmz �N D zo �N N �f� C A � i � DESK TOP m CUAWN4040 }._0.. y._Z„ �o._�a„ e._o.. 20._0,. 4 0—_� � _-- — 32 0 ___ PAGE SON�ERGAARD FORQER BLOR'S 1004 SF 2nd FLR URN iWE DATE 5 °f s ,4 U T U M N D�S I C�N SA PR�M o4 ,5 ,5 iNOEx r,o sa F�r,ni. oa �a is '"°"h� �` �828-� of I'9rnneso[a, Inc. (952) 873-4311 STRUCK sa Rev os ii is �s��o��"��a�- SB REv. 07 O7 75 PRE-MAN'�ROOF TRUSSES 24"O.C. � BRACE PE�MAN'F S�ECIFCATIpNS $�g�� GIRDER TRU55 �4y�8�ai� ASPHAL'SHINGLES �e�F��3� isk FE�r-- ��'� �`�"� �/z ose sr+�nnaiNc w/H-aiPs ya �� og �o vY�e;�$� �z =n�y=�� byyE�#�� 12� ��Y�z§�pe �e°'�b:G� 2��&�� e��y� �CE&WATER SH'�ELD VENT 6AFFLES EVERY SPACE EXTENO WALL SHEATHING UP AS WIND-WASH BARRIER � a 2.n WtR1 1/Z"PLY. AS SPACER (TO ALIGN W/2w6 BACKERJ w Z Q� ALUM. FASCIA > a? 2*6 BACKER 4 R-49 CE�L'NG INSL. � ~ LL� ALUM. VENTED SOFFlr 5/8"GYP BD CLG ( o m m m� CVHG 1/2"GYP BD WALLS � 1.6 GYP B�NAILER POLY VAaOR BARRIER � 2xa SCA6 2-2.12 BOLTED ONTp GIRDE2 CEIUNG FRMG 1ftU55 TO ALLOW FOR LRUSS I (TO FRAME BEARING(RAISEO 1'-0" AS s�oNc(sEe E,_ev.;— , i aoser encK sHovmr) �,I oav.ri ro e/a HOUSE WftnP HEIGNT) � 7/2"O58 SHEA7HING R-21 INS�. 2x6 57U05 76"O.C. BATH HALL CLO. BATH OWNER'S SUITE FIOOft TRUSSES TO HA�E EXTRA INNER VERT. SUPPOftT WHERE THE�9EAR ON CANTEO SILL PLATES(70 INSET BEARINGJ END TRUSSES PARALLEL TO�NSET FOUNDATION 3/4" T&G PLY. SUB-F�OOR WALLS ARE INSET 1-i/2" AND HAVE 2x4 LATERAL SPACERS RUNNING CONTiNU0u5 AT iOP &BOTTOM Of END TRUSSES � o SPRAY UREIHANE FOAM INSL AT Y INTERIOR SIDE OF ALL RIM AREAS a � (R-20 MINIMUM) ix G�P 9D 18"FLOOR TRUSSES 19.2"O,C. � _ NA'�LERS LATERAL BRACE AS REO'D wo � o � wl � -I CROSS SECTION �� z� m SCALE�, 3/8"=1'-0" 6 ��"1 BATH HALL I GREAT ROOM t�n� ( v,N � � 2x4 LATERAL SPACERS AT TOP 3/4" ThG P�Y. SUB-FLOOR ^ � Arv�BOTTOM OF END JOIST U (TO HOLE END JOISi IN 1-1/2") OU151DE FACE OF WALL SHEATHING—� 2*b TRTD SiLL PLA?= -1?-7/8" 'I'-JOISTS 76" O.C. � AND OUTSIDE FACE OF 2"INSULATION $ILL SEALER �� ARE TO AUGN(FOUNDAiION IS POURED ANCHOR STRAPS or BOLTS INSET 2" TO ALLOW FOR THIS) � �6 1"THERMAX INSULATION AT INTERIOR SHEETROCK ENTIRE BASEMENT CEILING � 2"RIGIO INSULATION ON EXiERIOR SIDE OF ALL CONC FpIJNDATION WALLS (EXCEPi WHAT i5 ALLOWAB�E TO LEAVE � FACE OF CONC. FOUNDATION WALLS (R-15 TOTAL W/BOTH INT. &EX7. INSL) I OF�N', FIRE STOP THAT ARFq q5 REO'0) � W ry I OPTION �0 SPFFY �AEA`"i'-JOiSFS INSTEAD � m I �� 8"POURED CONC FOUNDATION WALL I (8'-4" TO?AL HEIGHT ABO�E TOP OF BASEMENT � � O FOOTING) I WAiERPROOFINC I �1/2" CONC SLAB W/POIr. VAPpR BARRIER UNDER ENriRE SLAB AREA fp � o� Z"RIGID�NSI. UNDER ENTIRE J� x� �DRAiN TILE AS REO'D SLAB AkEA �" 18.8 CONC FTG ?� Christine Mattson From: Adam Edwards Sent: Monday, November 09, 2015 8:11 AM To: Christine Mattson Subject: RE: 3287 Casco Circle/#2015-01383 Chris, I've reviewed the subject plan and stamped it approved but offer the following comments: 1. A separate Utility Permit is required for the water and sewer disconnection and connection. 2. The erosion control measures must be in place and inspected prior to any earth moving work. Adam From:Christine Mattson Sent: Friday, November 06, 2015 11:09 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: 3287 Casco Circle/#2015-01383 Ad a m, We received a building permit application for a new single family home at 3287 Casco Circle. Please review and provide comments. Thanks! Christine Mattson 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 DUR OFFICE WILL BE CLOSED: Wednesday, November 11, 2015 1 � ( � �--- � DATE TIME � CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 7 " IS ��,,, PERMIT NO.�r?l� �-C�I��1 COMPLEfED ADDRESS ��5 �� a `�,C'� ��'� OWNER TELEPHONE NO. � � —� ` �J CONTRACTOR .��1�� 4��1-�C� �'� � DESCRIPTION �� t-��'�`--�`� l-'�� 4� �fflDrtT��' �'� ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ POUR��4lAL�----`� ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL Z J ❑ DEMO-SITE EPTIC INSTALL 2 OWNERlCOHTRACTOR TO MEET YOU YES_NO v�, COMMENTS: � W a � J O ). � O � W � Q � 2 W � W � � , d W RKSATISFACTORY:PROCEED O PROJECT COMPLETE � RECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS_ p pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS_ Call for the next inspection 24 hours in advance. (952 � OwnerlContractor on site: Inspector. White Copyllnspector's File Cenary CopylSite Notice � ,, �� CITY OF ORONO CALLED IN —D/� 3l��5 TIM�': INSPECTION NOTIC SCHEDULED /�-�•?/S �� 4� PERMIT NO. o�D��0�3�'�co LETED ADDRESS �� 7 �O C��Le- OWNER TELEPHON NO�P��Y�7-��7 CONTRACTOR � �� D CRIPTION � ll� FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ URED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � W a � J O �. � O � W � Q � 2 � � W � J d W WORK SATISFACTORY:PROCEED ❑ PRO � ❑ RRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours i advance. (9 2) 6QQ OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice � - � � /a DAT � TIME � CITY OF ORONO CALLED IN INSPECTION�OZ�� _��3 g EDULED - � 3�d�') PERMIT NO. (J PLETED ADDRESS 3 � � OWNER T E ONE NO. a� g ' O� CONTRACTOR r � DESCRIPTION � ❑ F ING ❑ DEMO-FI AL ❑ SEPTIC FINAL Q OURED WALL ❑ PLUMBING RI EXCAV/GRADING/FILLING y FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: � W � � J O �. � O W � Q � 2 W � W � � J O W WORKSATISFACTORY:PROCEED ❑PROJECT COMPLEfE � O RRECT YYORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CAII FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS_ Cail for the next inspection 24 hou in advance. (g52) 49-4600 OwnerlContractor on site: Inspector: White Copyllnspector's File Cenary CopylSfte Notice �� ( �- �/ � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � 1 � PERMIT NO. ".? i%l S" (��3 6 Z- COMPLETED ADDRESS �2 � � C' c-a��:. C C�`t2 OWNER TELEPHONE NO.��L -�'4Q -�� CONTRACTOR �-��-►'��-`Z (--�uc�.� � DESCRIPTION � � � �� ❑ FOOTING ❑ DEMO-FINAL - ❑ SEPTIC FINAL �M n Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN'G`��` Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q FRAMING ❑ MECHANICAL FINAL ❑ RATED WA�LS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL Z J ❑ DEMO-SITE ❑ �PTIC INSTALL � OWNERICONTRACTOR TO MEET YOU: 'YES_NO v�i COMMENTS: � W a - �6 d i'l_ ro c L' �Q— o - �� ✓e�� 6e �r��eA o�� '' S,,�,.✓�./J /-,+�s �� — � 0 � W � Q � �' � � Gv�t�c�jG� Q- z W � w � J W Qd'VV�FiF�SATiSFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDiTION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. �- White Copyllnspector's File Canary CopyfSite Notice � I � ��Q � � I � ` �' ` DATE TIME �� CITY OF ORONO � CALLED IN INSPECTION NOTICE SCHEDULED � -% - PERMIT NO. � (J�' ��-C%✓.3k�oMP�Ereo ADDRESS �=% '� � �1 '-� �`� OWNER TELE�Ht�NE NO. �1� ��"��' � CONTRACTOR - ��-��, ��--�� ,� , � DESCRIPTION � � � �� "��`�_ ll� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ S TIC INSTALL 2 OWNERlCONTRACTOR TO MEET�Q�YES_NO ` � I c�., COMMENTS: a �i LG' /�'¢ i-!�, /,�/�.e -� � J 0 �. � 0 � W � Q � 2 W � W � � J ��K SATISFACTORY:PROCEED �PROJECT COMPLEfE W ❑CORRECT WORK 8 PROCEED �ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE C01/ERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR W{LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector: White CopyAnspector's Ffle Canary CopylSite Notice . � ^ ✓ ( / � </` � DATE TIME �CITY OF ORONO CALLED IN INSPECTION NQZI�C �,�3k�SCHEDULED E'�(-(-' "' � PERMIT NO. >� � �OMPL ED �,_ ) ADDRESS �'`�,� � � C�/J��(`, � ,� � OWNER TE�EPHON� NO. "�� '��_ CONTRACTOR �--� '�'� %� � ��' r t� � DESCRIPTION � � � / �' i �m ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q �RAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ S IC INSTALL 2 OWNERlCONTRACTOR TO MEET YOU: YE$_NO c�., COMMENTS: ' � �� `� � W �- a � /. o �� e.�- a�' - ib �. � ° _ O��1� �9�jr �/�s - i.� L_�- �o..� W � Q /✓�L. �� rYl�� Leve( — � a � . �t W � , d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � �CORRECTWORK 3 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-46�� OwnerlContractor on site: Inspector: � � '`� � White Copydnspector's Fik Canary CopyfSfte Notke .� � ��-� _ T TIME CITY OF ORONO CALLED IN INSPECTION ZI �� 7 SCHEDULED I' � PE RMfT NO. U r'COMPLEfED ADDRESS �� „�(Q�.� ��l/�l ��, OWNER TELEPHONE�O.(� �' D?OS� CONTRACTOR �� C� � DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RA N SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ AMING ❑ MECHANICAL FINAL ❑ RATED WALLS � INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT J F AL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET Y'OU:_YES_NO v�i COMMENTS: o� W a � J O ). � O � W � Q � 2 W � W � J d W� RKSATISFACTORY:PROCEED ❑PROJECT COMPLEfE W ECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECTWlORK,CALL FOR REINSPECTION TEMPORARY V BEFORECQWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pH0T0 TAKEN INSPECTOR WILI REfURN ❑CITATION ISSUED O.STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance (952� 249-4600 . OwnerlContractor on site: Inspector: � � �% ( White CopyAnspector'a Ffls Canary CopylSfte NWice . : ,/ DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED b ��i PERMITNO. �-n�� "'G��Z- COMPLEfED 12-�i�J� ADDRESS ��Z`�S7 �'_-�Cl� C t I�� — OWNER TELEPHONE NO. CONTRACTOR �-- /�,� � DESCRIPTION �<<�11 � C�� 11J"�.�� lt� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO v�, COMMENTS: � W a � � , -� .� 1 ' o . � � 0 � W � Q � 2 W � W � J W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITiON WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2a hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector.��-��' White Copyllnspector's File Canary CopylSite Notice � T TIME ✓ CITY OF ORONO CALLED IN �' '� INSPECTION N TICE ED LED -� (P � PERMIT NO. �d�3 MPLETED ADDRESS � OWNER TELEPHONE O. �2'—� -71 g� CONTRACTOR � DESCRIPTION � �'� tN ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTRACTOR TO MEEi YOU:_YES_NO � COMMENTS: � W a j �� 0 � � O - - �\ � W � Q � 2 W � W � J d W ❑ RKSATISFACTORY:PROCEED ❑ PROJEC OMPLEfE � RRECT WORK 8 PROCEED ❑ ISSUE C TIFICATE OF OCCUPANCY O RECT WORK,CALL FOR REINSPECTION �TEMPORARY V BEFORECWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours in advance. (g52 249-4600 OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice RECEIVE� MAY � 1 2016 City of Orono ;- �oNo, Hardcover Calculation Work��e�F oRo►v�� , I,�y� ,,I Property Address: -� �, , �. � �F� ,� � �� r L,if.1'C'G �'.�� '��,. �TA�l/ ST/{�r c! � �`��1,H,,�-``�� Prepared by: Date: -- G�a.vi3G�r � � .b�'.�� ;�"c::f', ,� �-� .5-25-tS Stor�mwater Quality Overlay District Tier: {Circie one) Ti�r 1 Tier 2 Ti+er 3 Ti�r 4 Tier 5 Ste� 1. EXISIING HARDCOVER In the foilowing tabie identify��all t ms of existing hardcaver on the property,keyed by letter ta Cert�cate af Suivey(suivey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the propeity. For Tier 1 properties, identify any features by letter which are split at t�e 75' setback line and calculate hardcover sguare footage separately for each portion. Key to ; Hardcover Item (Describey Length x Width Total Surve S uare Feet) Exam le Gara e 24':x:30' 720:S.F. A � �'�':,�,� F�S/6 S.F. B f a,�•�T �°�R C� ! ^ S.F. � � � �, S.F. p --� �,�� S.F. E � e a,vc. S.F. F ��t r� ,..� r i 1"' �'� S.F. G ✓�,v e. S.F. H ' .�-r-� S.F. � �,, .,.�.. � _ S.F. J � 5 S.F. K S.F. � S.F. M _ S.F. N S.F. p S.F. p S.F.-I Q S.F.� R � S.F. g S.F. T � S.F. � S.F. U S.F. 1N S.F. X S.F. y S.F. Z S.F. 1 Total Existin Hardcover o S.F. Excludati1e:HaFdcover. See Cit -Code>;Sec Z'8':16$�'.:_ . --- G'.c! �" ' � _� S•�� S.F. T^o c: S.F. --�—S.F. 2} Total Excludable Hardcover � 54 S•F• {3) Net Existin Hardcover Subtract line 2 from line 1 OZ �_F• 4 Total Lot Area !9 a Z S.F. Existing Hardcover Percentage [(3}+(4j ] Z p.�,p �/� (Proposed Haret�over next pagz} �28� Ca�C� G'rc(� January�,1Ui3 ��S � ��3$L �'3- �L1 i �'{" � �` ,� � � � ; � ��:�� '� �� science resources 1345 Corporate Center Curve, Eagan MN 55121 Building Leakage Report Address 3287 Casco Circie Unit# City Orono State MN CFM 50 754 Volume 25,229 ft3 ACH 50 ��79 04/22/2016 Verified by Eric Boyd Date � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. 2-015 --013k2_ COMPLETED ADDRESS .5 Q'_7 Cg�(-O U rCL3s- OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION A3"bub l-� Uhl d" W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: W QC a 0 W cc Q 2 W W QC d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE Cr ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W OO ❑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 El CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Con or on si Inspector. % White Copy/inspector's File Canary Copy/Site Notice Christine Mattson From: Adam Edwards Sent: Wednesday,June 01, 2016 3:40 PM To: Christine Mattson Subject: RE: 3287 Casco Circle/#2015-01382 I've reviewed the As built survey. No particular issues noted. Inspector should verify the As built accurately depicts what is there. From: Christine Mattson Sent:Wednesday,June 01, 2016 8:15 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: 3287 Casco Circle/#2015-01382 Adam, We received an as-built survey for 3287 Casco Circle. Please review and provide comments or stamp with your approval. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono E MN 55356(physical address) PO Box 66 ' Crystal Bay MN 3 55323-0066 (mailing address) W 952.249.4620 8 952.249.4616 ® cmattson@ci.orono.mn.us www.ci.orono.mn.us Summer Office Hours: (Monday, May 23 through Friday,September 2,2016) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 30, 2016 i RECEIVED MAY ) 17016 City of Orono Hardcover Calculation Work�ffi oRONO Property Address: da" = �T7, Sr/C�r C%t) Prepared by: _ Date: G,� �.,.�+ ;f f_ Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1.`EXiWll G HARDCOVER In the following table identify all items of existing hardcover on the property,keyed by letter to Certificate of Survey(survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to I Hardcover Item (Describe) Length x Width Total Survey (Square Feet) (Example) Gana e 24'x X 720 S.F. A R 16 S.F. B IC 1 " S.F. 7 S.F. D S.F. E a,vc. . , S.F. F S.F. G D,v c. �:; S.F. H 141 S.F. sP S.F. S.F. K S.F. L S.F. M __ S.F. N S.F. Q S.F. P S.F._I Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Existing Hardcover DEa S.F. Excludable.Hardcover S:e:e City Code;Sec Z8 * S.F.J C-1 r. 1 -- -- —S.F. 2) Total Excludable Hardcover S S.F. " (3) Net Existing Hardcover Subtract line 2 from line 1 Gat/ &F• (4) Total Lot Area 151902 S.F. Existing Hardcover Percentage [(3)T(4) ] Z o.2 o �% (Proposed Hardcover next page) 'aZ87 COCO G'K(� January 8,2013 2-015 — 013%Z- OU1 4 /